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HomeMy WebLinkAboutFinal Site Plans Recvd 1/25/2019 SHEET LIST TABLE SHEET NUMBER SHEET TITLE SHEET REVISION DATE Cl TITLE PAGE 1/23/19 E1 EXISTING CONDITIONS & REMOVALS 1/23/19 E2 SOIL BORING LOG 12/19/18 E3 EROSION & SEDIMENT CONTROL PLAN 1/23/19 pig � . CTM1 CONSTRUCTION TRAFFIC MANAGEMENT PLAN 1/3/19 SD1 SITE DEVELOPMENT PLAN 12/18/18 COUNTY ROA SD2 OPEN SPACE PLAN 12/18/18 * 1300 Walt Whitman Road,Melville, New York S1 SITE PLAN 1/23/19 11747 S1 —A (NORTH) SITE PLAN 12/18/18 Phone 631 300 1010 S1 —B (EAST) SITE PLAN 12/18/18 owner/developer: GREENPORD N Y 1 1CONIFER REALY LLC S1—C (WEST) SITE PLAN 12/18/18 83 E.Main Street,Suite 600, Rochester, New York 14604 S1—D (SOUTH) SITE PLAN 12/18/18 S2 SITE DETAILS — 1 12/17/18 Site/Civil Consultant SUFFU0` LK C S3 SITE DETAILS — 2 12/17/18 D1 GRADING & DRAINAGE PLAN 12/18/18 ;, } D1—A (NORTH) DRAINAGE PLAN 12/21/18 a. .. }is � '.';x � e # .,�, ' � �1p/t,y,. �: -�r' - . ",,f as�,r„' 1 8 '� 9 r< � # i ..; �. ,. _ x <-_ `. . D1—B (EAST) DRAINAGE PLAN 12/21/ ,IE D1—C (WEST DRAINAGE PLAN ) 12/21/18 L K. Md-EAN ASSOCIATES, P.C. D 1—D SOUTH DRAINAGE PLAN ( ) 12/21/18 LONG ISLAND, NY A. 437 SOUTH COUNTRY RD., .. ; a _ r { ` 'r ' —z_r__� D1 E ROAD PLAN & PROFILES (SITE ENTRY) 12/10/18 BROOKHAVEN, NEW YORK 11719 .r••tz i ,/i � f x Tel: 631.286.8668 7" - , - _ 'Z�{' ,,s�' -;: :s �' "3' lr ';F, F*r.- `:ii+'ra` ►".t�ilT ' }% •' ' %"'�"' ' a Off. a •a-te Ls -�_ ' ''LL " v t`�. .� f Q`+, r,...► �,�; • t y, . ♦ =+.. /tN-' r' - F STORMWATER TREATMENT SYSTEM 12/7/18 vi- Ar D2 DRAINAGE DETAILS 12/7/18"= ;` 4' r + • e►+ " -�- T _ - • p � -- , s,, . ;.�••= � ..;� _ �_ _ LS LANDSCAPE PLAN 1/3/19 f ' LS1—A (NORTH) LANDSCAPE PLAN 1/3/19 VINEYARD VIEW 46=• �� d °° .r ca LS1—B EAST LANDSCAPE PLAN 1 g NORTH ROAD h ..., t % '' '. ;`- - Ls1 PE PLAN TOWN OF SOUTHOLD t _= —C (WEST) LANDSCA 1/3/19 N.Y. 11939 •4 2 ^_ .:, $s+ _ .,r, ,d"�6�-pis ' ,'' » L•3 7, - s• •• .r. ' #(7 > fa ) LS1 —D (SOUTH) LANDSCAPE PLAN 1/3/19 4' {: ,`" ' ' }�: •x`�" LS2 IRRIGATION PLAN 1/3/19 `' 8 ,� • ,} . ' - , ~:r , .�'� LS2—A (NORTH) IRRIGATION PLAN 1/3/19 q ,. ��]t &�, LS2—B (EAST) IRRIGATION PLAN 1/3/19 s F ° S. = IFEEEE 1 EE P I, r :� .,. ,: - - LS2—C (WEST) IRRIGATION LA 1 3 19 _ - -�- ON P N / / ..gk }s ':4'af: u." ","fir-„.. .'zc'R.• , r "�^ ,.. 4.._ ._ .#F.. ..7 _ - +Fl ^_"f°"' - �:'.. •'*'";'}:ix",1 - ..•Cs-..r„E: F.,5 _ate. LS2—D (SOUTH) IRRIGATION PLAN 1/3/19 -9 r 4 x, `f- „,.4sy _:r; {.-ti'4.'s1 �, :f fl r; ..r.-,. ? w';.:<K' .: r �yee•y', I ” . —: - LS2—E—E I R R I GATI O N DETAILS 1/3/19 LT1 LIGHTING PLAN & DETAILS e. 12/18/18 ''`11. ' _ nM"."^ w` y.- '.-,'.ia....r..5f"'- ..y,s _ i,.•' - nF'a++.R•m•,...,:.....wN _ 'i3-- ' .,w::;.. - ? _ , �_"._ -- TS1 TRAFFIC & SIGNAGE 1 12/18/18 ,. s ' Y _ coniferr, : '4,`- d h ,t, 1f7/„ aa^�' - """"- - ',.,w.,n •a"`s +a+'r _ " - >-.3 - t•j .,.- +,eY _ f - .. ''fr•-. __ RJAt Ef TATE DLf110IMEN1•CONfTtUCTiON\NANAOf MINT TS2 TRAFFIC & SIGNAGE 2 12/7/18 . i^/s`, - %�,«''Qi; V�'`±,,,"'s1b�� -'ns � U 1 r ,�� UTILITY PLAN 12/18/18 •. ,�+ .. . ..K ,i"x";,.r-..'',:'r'' : '^",.- _ - + t•'—�'-.e .,•a.�' ' " -5'.` ate' y.,,,m,. _ #7; 7k,e.. /-•' -•--'�'� �.= _ ... '•:' -y - wr, :, .: ,. U2 WATER DETAILS seal ► r 12/7/18 �C U//q o •, .!`, - i _ -t nY•9'.€: iSaf ' ?,.r#;- s.. _ :'.,' ••r_'-:..+tree'•• - Dig ,f .m-py .^rt.3t'-' 'gT-,•`y',Ai - ,,' +s _ '- afl:. _ .'BSc ., .- �r' , x _ Y µA < Ari .. � ARCHITEC.•' TURAL DRAWINGS "`t : rH F .:+F.a•", '•v:...a'i.. ,-�, s r or, '_ '' . a -x. NOT INCLUDED I rts`.. - `•_ ''rc "R "•{Y- 4or & ..N41i $ �' ' - - .,..f- vcY } *•:6'. �'` ,p. "'s, h. - .�, " .I` 3`# yN .."b, ..,yr.. •'3c' y `I' I - !'' 4 � $ _� _ I ..+'.,dZ ygg *Y.r P. 1 'T�-"''. =�. i�'T A"d f. -i .'�' _ '"�a'm'.��- �y,� L'4 "� "x$ 't d xA� .et r 'dc"Y'-•krT2'-" _..�.�".- '.F''" 6� f - �' :�;. �'�. ,' '�=' :�, �. � BUILDING A FI � - ,'d µ -� ,:gip RST FLOOR PLAN "$ ,!~ - .m1 +"R.-, .Aq'!• �, .dq,i. -{, . ti -i. 7,a �'- Y.% !- 5a;4 v 'ahi,. ✓t , "i..'• • !�, d's. 4d. :, :.�"^,c^J'.... "a' tr` .y Y. /j,: - ^r{} t°'N. - 'S -i •z+£ 4 ark. : y-' .y• ,- ,re.. `' d •'. +.'�F*• J'f s'ti .� ,, _ ' • "•„m.r.� ~« ' .+"s' ..4- rrr.. ,x.. ....a.-4110= `�;+`+c sd'".1... �'i'• - _ _ _ K_ ss+ ». Y. i. saw �- �.Et.: - <`R �; 7. �" ri « - 4 ti ', �, �£ _ 1.01 BUILDING �..px" . . - --, .,. ,. ..� ILDING A SECOND . '. Y� � •4< , - `� -=:<�" � �. .}�. �'�: }.. =a FLOOR PLAN � 5 � _ , '' E OND F ro , ti •,.., ;d' ?i ,.r .,} ,T - :';. r• 't - `"X'. t,}p' "`kd!'" .'a,.Y' 34^4 ',.t't"' 4. I {' -k• /r a _.t• .c' .'^s. s.:s -*, z* rrf .i w•+u''#" a.. ! : ;v- r 'g" 'x { '�':+ �' i,i+Y '4'�e •'.91aS9 ..t . iI' iS- .;<.� ' , �` I. BUILDING B FIRST .S FLOOR PLAN I :.7.r� a' e�'v ? v'e •+r. «r tf� S' �'`. �. ,aC ,v' _ r'r.o: r$$ "" •'t'i`t .r•u.,: ,nY # ..e '+.-i .^r'' r •kfi Fsl %,�E F.• a Y Y . h •4 33 fi • . 1.04 BUILDING G B SECOND FLOOR R P LAN 'a ''•c � R==.+ 'r a: r" 'ice s DppoF Yf�- Y' ,c rC' ^'�'✓ i,x' x" `:�. 1§. �,e*"• vi,r� .,tR.`:• 1 j •r" `^:r:.r, '.i& 9 e' '.,, r1,r= '.r'•:. F v $' ;ij 3 k 4' ?c• r 4y if '3 �' Sf s `rtt'. .!: ,•ti .i/ - Y ._:, i� 1 , .�:" A1.06 BUILDING C ,: -•:� � j ;� , .,, ti , FIRST FLOOR PLAN . , 4 D - ?y >� y- ;� issue d date description ;�;, .-wezT''=l jj[yy!F J�'`t�•. -;; a - ,�.'a".s,:x. .�i� .��d d'°;�t'+' f � `f�' z,. �fi';_--�...fian�•w"r-;��,`� -�:,.�,,"--2i . ;- � •"`� i BUILDING C SECOND FLOOR PLAN 18 CORRECTED SHEET LIST TABLE A1.07 , A1.09��: : • ' BUILDING D FIRST FLOOR PLAN Nil ' 2 3-26-18 ADDED OPEN SPACE PLAN A1.10 BUILDING D SECOND FLOOR PLAN 3 7-19-18 2005 WETLAND DELINEATION A1.12 COMMUNITY BUILDING FLOOR PLAN CONSTRUCTION PLANS FOR 4 12-7-18 ADDRESSED 10-2-2018 o 0 A4.00 BUILDING A FRONT & REAR ELEVATIONS TOWN COMMENTS 5 12-10-18 ADDRESSED 10-2-2018 A4.01 BUILDING A LEFT AND RIGHT SIDE ELEVATIONS TOWN COMMENTS (.6 6 12-18-18 ADDRESSED 12-17-2018 A4.02 BUILDING B FRONT & REAR ELEVATIONS TOWN COMMENTS 7 1-23-19 ADDRESSED 1-17-2019 A4.03 BUILDING B LEFT AND RIGHT SIDE ELEVATIONS TOWN COMMENTS issued date description V NEYARD V EW rn A4.04 BUILDING C FRONT & REAR ELEVATIONS c o A4.05 BUILDING C LEFT AND RIGHT SIDE ELEVATIONS A4.06 BUILDING D FRONT & REAR ELEVATIONS L A4.07 BUILDING D LEFT AND RIGHT SIDE ELEVATIONS 41 n 0 ..IANUARY 20 1 A4.08 COMMUNITY BUILDING FRONT & REAR ELEVATIONS A4.09COMMUNITY BUILDING LEFT AND RIGHT SIDE ELEVATIONS �. PROJECT ` >h LOCATION t Nt,,,t : s •� r U+Creanpof't 0 Tn N LL title zn TITLE 8 r U) Shotty -0 `4•f r bland PAGE 0 ¢' t H,ights 9> 1 a A drawn by: CLc:•. 0 �' .� ^ r RECEIVED checked by: CFD E O- AN 2 5 2019 scale: AS NOTED r7 a s. o C sMl��� Snui:li:Ia town project number: 17106.000 PlEil ring Board \' �< Saa•:;.Fr.F?E:"aL it'sftnp II IC$ff3 TP -(x ErU.ern,F.ETi E�an:.ba,Nor •on;,Es`rl l'cl=..Em Ste eM'. sheet number OOO 4; r '.iet,,.:trkr.N:,:r,{ p...eeMev",na,•ton..,f-nc,+I;V,.,C,,,..,,n.; PROHIBITS ANY PERSON FROM ALTERING ANYTHING N THE EDUCATION LAW OF THE STATE OF NEW YORK J T�tt D 4 O IN HE DRAWINGS YING CD OFTA LICENSED PROFESSIONALNLEO NDERNEER,NWHERE N O A� SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION _ LOCATION MAP I A P SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL -�j N.T.S. THE IFULRL EXTENTIOF THE ALTERATION ON THE, SEAL, DATE ANDIBE MUSTvv 0_ DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) CLEARING NOTES: WILDLIFE HABITAT PROTECTION AREAS(Non-disturbance Buffer and Wetlands): 1. A 100'wide non-disturbance vegetated buffer shall be established from the 1. A vegetated non-disturbance buffer hereinafter the"non-disturbance buffer", wetland boundary line landward for the entire Iength.The area shall not be SITE LEGEND: and the wetlands areas,as shown on the approved site plan, shall be protected71-777-77 ,,.., cleared or graded and otherwise left in its natural state, for the purpose of preserving existing trees and natural vegetation,and 2. The non-disturbance buffer will be managed as wildlife habitat; 4RR_��e providing wildlife habitat and a buffer to the adjacent wetlands and woodlands. PROPERTY LINE 3. Trees and/or shrubs that can be left in place shall be flagged and protected the areas are to be left in their natural state. .',''; during clearing and grading; - 1 1 EXISTING CONTOUR 2. Vegetation removal or disturbance i �R r r L INt (TYP ) (SCTM 1 000- /4. The land area to be cleared shall be staked and inspected by the a. The cutting,removal or disturbance of vegetation,including trees,shrubs, V / # 40.0-03-02.0) Plannin Board or their desi designees prior to an land clearing; g 9 9 P Y 9; and roundcover,is prohibited in the non-disturbance and wetland areas, 00 / \ EXISTING WOOD LINE �ilrttl cw p 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, JU x33.17 30.9172( (L VACANT PROPERTY Q space/natural areas; removal or disturbance of vegetation must receive prior written consent oftDD •'l ''„ _ 31.61 •. �3 3 ,� q`1 / �•,�i 6. The Town Planning Department and the Town Engineering Department shall SOIL BORING/TEST PIT LOCATION the Southold Town Planning Board.this written consent may be granted only 1 - 4 20)$ E x16.33 - . CP 23 v / be notified by phone or email two days prior to clearing taking place on site;An "� to control or prevent the spread of disease or invasive plant or animal P Q B1 TP-1 (SEE SOIL BORING LOGS FOR / 78 ca 6017 3,£r co v �► inspection is re uired of the installed turtle barrier fencin aka erosion control species.the non-disturbance buffer may be supplemented with native 31.97 x3323 3 19.87 \ 6017 SET ' `` / prevention/silt fencing)by Town Engineer's office and Planning staff prior to ADDITIONAL INFORMATION) ve etation lantin s accordin to a re-ve etation Ian with rior written% 6 CP 1P, g g g P P BLAC LOCUS1f a CB 60D SET �► / AA\\� clearing. consent of the Southold Town Planning Board. i XIB.47 %,4.22 - w w EXISTING WATER MAIN :e.',.`' ,# "'. '. - :,.1'.` ,•„ > / � � �. \ � ,�. � b. A dead or diseased tree in the non-disturbance buffer that,in the opinion of X222+ \ / 4°J� x .off ��� - , �O J� a certified arborist,represents an imminent threat to structures or people, / c EXISTING GAS MAIN may be removed without prior Planning Board approval,and the arborist 11 / \ SILT FENCE-CLEARING �� '` 172-- , shall submit a report of any such removal to the Planning Board within one 1300 Walt Whitman Road, Melville, New York QGQ0b2 / LIMITS (I E. "LIMITS OF %1063, X,497 ,e��°2 I' x3338 30.20 x19.84 WORK eA TURTLE �' 427 38' ---_s- EXISTING SEWER LINEbusiness day after such removal. Vegetation must be hand pulled,hand cut, 11747 324 NA , .BARRIE563 \ , le S or cut with machinery selective enough to keep nearby native plants intact Phone 631 3001010 WETLANDS `x137 F�23'3 to the greatest extent practicable. Q o� / `'76 - NON X08 SCP to "� � �,2g' x24.7, x-717 / �ISTURBA�i ALBUFFER cB 6aa� ser o0 8.3, / ,/// / 3. Excavation,grading and removal of natural materials are prohibited. owner/developer: c &.- \ AREA'( ) \ / EXISTING SLOPES >20% \ x1,.4, / / 4. No structures are permitted in the non-disturbance and wetland areas. CONIFER REALY LLC INV x 5,72 `' PIN&CAP \ X11.77 5. The use of motorized vehicles is prohibited in the non-disturbance and 83 E. Main Street,Suite 600, I - x21.46 8 �►STRt'1ZTION \ \ x14.59 4p4 x13.12 END, - TOWN OF SOUTHOLD wetland areas. Rochester, New York 14604 x3355 l+l \Iy o o PROPOSED SILT FENCE-CLEARING LIMITS 2p FENCE I 37 x810 VILLAGE OF GREENPORT LIMITS 6. Dumping or accumulation of unsightly or offensive materials including,but _ x]582 % ,B "(I.E. "LIMITS OF WORK AKA TURTLE BARRIER" not limited to trash,garbage,sawdust,ashes or chemical waste is prohibited I -� \ P Pr in the non-disturbance and wetland areas. Site/Civil Consultant X14.7.3 X1297 59 G'B 60D SET WILDLIFE PROTECTION NOTES: ( � � 0 13 PROPOSED CONSTRUCTION FENCE �Q rL0 P 1,5 � x2362 `_�x3 OS o \ \ I x!382 ' J ` ,�J rj�• CB i , 616 f--�� x,6.e4 /I p ` \k 1. Wildlife sweeps conducted by a qualified wildlife biologist prior to clearing by heavy equipment will be required; Q � $ FIN.FL=325, 1 ( I /x10'32 2. The Eastern Box Turtle: x W<<ODED AREA 3 '�•I" € 1 U4 \ \ \ x 1114 SP 33.75 W v '� 998 2005 FRESHWATER WETLANDS To minimize the loss of Eastern Box Turtles,any clearing at the site scheduled ! // BY C.W. BOWMAN, LAND USE from April d \ - , ::y WETLAND AREA - x11.46 ` ESI„ AFFIRMED BY NYSDEC o p 15 through October 15 will be preceded by wildlife surveys following the x zas� ,7R \ x,53 / ` LETTER 6/20/2018 protocol below: 31. 33<., " I 31. C� ( x2369 r \ 1.94 26 I \ \ \ a. Prior to the commencement of any vegetative clearing activity,temporary turtle L K. McLEAN ASSOCIATES, P.C. %x Q k33,67 j �• \ \ x2429 / %26,0\ \ �21,y3 \1x1090 \ %12.73 `',', ; barriers(silt fencing)shall be installed around the limits of work and \ I x"•,2 �y ` x11fa / REMOVALS PLAN NOTES: pre-construction turtle surveys must be conducted during appropriate weather LONG ISLAND, NY 33.67 / Q CP 36 x 18.47 , J2/ x 1317 .� Cl? 6017 SET rP_10 \ , •' I� conditions. 437 SOUTH COUNTRY RD., a / 1• I I / /� 1. Refer to Sheet E3 -Erosion &Sediment Control -for b. Installation of the temporary turtle barriers must minimize vegetation BROOKHAVEN, NEW YORK 11719 �0� / I SILT FENCE- \ j 100 Y complete construction activity& staging plan disturbance. No clearing may occur outside the Limits of Work as shown on the Tel: 631.286.8668 _¢TEARING' x177 \ EAR FLOOD LINE J I \ x 06 FC x2507 \ %.WORK (I.E. itIMITS OF x13,13 i� 2. Construction activities shall only occur from 7:00a.m. approved site plan page E1 "Conditions and Removals". l I ) (#81$r��YJ1 \ %2i , WORK AKA 11''URTLE \ � OFF- y % BARRIER" �- x' 3 / / ' 4 C SITE) C. The bottom of the silt fencing must be buried in a 4-6 inch deep trench.The 13405 3. ..�2.7 x16.96 to 6:00p.m. on weekdays and Saturdays; 32.33 '� \ x28.9, � I � / / � -�/ --� ` , trench must be backfilled and compacted. If it is not possible to dig a trench, B son SEr 3. No construction activities are permitted on Sundays, X14.04 / then the bottom of the barrier must be affixed to the surface. CP aa,18. 1,.94 12„ B CB 6017�T x16.54\ // %17,73 _ ear-round or the following holidays: L\CK LOCUST I / x13•+° zP B ,' i y g y d. The sift fencing must be composed of at least 2 1/2 feet of vertical barrier tJ x26'19 I / CB 6017 SET 1 , New Year's Day above ground.Once installed,the barrier shall be taut between the stakes. VINEYARD VIEW Slumps or loose materials will undermine the effectiveness of the barrier.No pyCP�14 / \ / / x \ f / / x1823 r�7,60D � /'/ . ' Memorial Day hay bales or other backing material shall be used. NORTH ROAD x >I34.12 .65 / BLDGBLDG-�' jB / x1927 I e. The limits of work must be encircled completely b the silt fence to exclude 33.0 \ x16.13 _18 , Independence Day (July 4th) turtles from entering the area, but able to be opened for equipment to go in and TOWN OF SOUTHOLD, N.Y. 11939 J FIN FLR/EL.=23.25' / �B l✓ ) CONSTRUrT40N / x 1019 \ IN8, A x26• I out during working hours and closed again at the end of the work da Labor Da 9 9 ( 9 Y)• x3¢91 FENCE / x217.64 y a / '^ x217.86 \ , 11.,0 f. The turtle barrier(silt fencing)should be installed immediately prior to the x19.33 Thanksgiving / x19.44 required survey. x SBO x 4.12 Christmas Da / X2260 X21.84 _� -22 %6.,3 y g. The biologist leading the survey shall inspect the barrier and facilitate any Pt&3432 / / / x1877 \ \ repairs/alterations necessary to ensure the integrity of the barrier. " IK'83 I x23.19 x22'3 \ h. Turtle barriers may not be removed from the site until that phase of the project X 2x.86 / � � x r,3,] �j Y P P 1 ;� ;,:, ,%�j,; •iii;: �,:�-.,,+� x 28.91 (D \ \ 3 >` x31.45 < x20.90 x18 is complete and is stabilized by vegetation. ��. TP-8 %2 x2,,85 \ \ \ .Lj Routine turtle barrier maintenance is required during the Turtle Active Season x 21.4° ,.32 �'4 \ \ X22 _ ` 3,0 ♦� x 174 00 C� (April 1st through October 31st)-Once per month a person familiar with barrier m ♦ ��1 jij AQ /1, ` .x I \ �1 \ 21,13 x,9.43 \ 1� O,c• maintenance and installation shall inspect the barrier and facilitate any repairs or w. ,_". '' °��"" 'Hd. X34.4, �2,q_ X30 -� �F M Iw E OF M&NPORT \ - x22,25 - x25''3, \ x1755 \ 783 07 C� alterations.The turtle barrier should remain taut between stakes and any holes along 3361 \'`27'97 (SCTM 100 }zo rP s \ \ fy USO F�` the bottom repaired. j X31.20 \ 40.00-03.00-001.000)x2,.177 / 2 \ \ ) a x3°,38 \ \ x23,3,2 (#B18- ® r 2 9.41 \ ® x21.13 x2a� \ / 0� /QT j. Outside the Turtle Active Season(November 1st through March 31st)-If the f I ,� 3- r-T_PE Bi barrier has been left in place over the winter months and construction is on-going, a 4 1 34. .25 x3112 \ x23.63 FIN. - �� BLDG.4(ryPEA) x Des �ETLAND S biologist shall conduct an early season inspection in late March or early April to,�, . �O XEL= - --,- FI,_ VJOODED AREA ���-� NON ♦ BD5 con � e - x N44U I� h x32:@4_ x27.59 \ \ STU DISTURB �„ ' EL.- BBt1FFER facilitate any repairs or alteration necessary for the barrier to function for turtle REAL ESTATE DEVELOPMENT,CONSTRUCt1ON A MARASEMENT x 222 34.6 0 ® xM-05-- \ x3L62 2 •� ` x19.21 23_25' A TYPICAL) protection. 33.12 !' 32 ' \ 2R\ ® \ x19.23 \ \ I BLDG., g-p) \ "7 °0x3 4(#Q, -1) \ 6 x1005 X1.13 k. Surveys for Eastern Box Turtles must be led b a herpetologist or wildlife Y Y 34.6 4 •35 RL. CP -5 aCP %232° x14.02 FIN.FLR. X 14 64 \ biologist with experience locating wild box turtles. ,�� a O x18517 \ E�'= I \ , Bas " CB 6017 SET M \ \ x19.57 �2o.0t •03 23_25' x2i.o4 ' ® x 32.86 x�, + x P817 X 26.07 \ I x 2108 x 21.77 x Q CP x 6.6, ' -_ 1 11 I. The survey effort required must equal the following:area of impact x 4 seal .✓` l/ 'O �� \ 3 `9343 30t, SILVER MAPLE� \ \ (71848-4) x19.16 \ Cl? 6017 SEr \ ���I r X2a�\ CP as person-hours/acre = total person-hours of survey effort. iF 3a.B ? 6,4 3 » CB 6017 SET I \ 7,39 34.1, 9 Ri 30 SILVER MAPLE 131,99 / I x2 61 \ TTTTP-7 \ \19.P4 I x2049 , \ m. Timing of survey G.D/Rj9 1 _-.- \ \ Aa._ x,7.47 \1378 X � x14.21 20,3 / \ � i.The survey for Eastern Box Turtles must be conducted immediately 33811 39.7 x �.;,A4.46 \ \ l P-5 /� - I x26.62 \ (#818-7) preceding clearing activity. to /x2984 \ \ 1- \ \2 (#B18-5) x14.617 t, FIN.FLR.EL.= g.p %28.85 / x2a.e17 / x19.50 \ /2o- ii.Surveys must be conducted at the time of peak activity for turtles,to the l;LFa O a t r lx 4. \ 2 / \ \ \ x2n.79 19,64 ' 777 I _ x26.90 x217.39 / x1553 / greatest extent practicable and as advised by the herpetologist. x34.36 SILVER MA LE / Q�/ \ \ ?4� / / x16.71 i \ n. Any box turtles found during the search will be captured and relocated to an "✓s. 56,9135'/ o x %34.9 x29,77 \ \ x19.82 ® / x,51, \ \ undisturbed area on the property as far from the proposed clearing as -a 35.31 I .I x34.89 / WO03ED ARM_' 26 \ 'k-2ti'.1E' \-- , I`,JF € / x possible. -�___�� C I �- / �� \ CB SET BLDG.7(TYPE D) x 14,53 _ o 36.10- x27,6 -------- / x1,.4& \ `11� 738 0. Documentation and results of the survey must be provided to the Planning x 28.98 x 20.59 TP-3 x 19.42 x 4. 7 I U CP t x36.3 \ 28 x2744 x220' (#B18- IN.FLR. / / l x13.c x CP 23 \ \ \ x7665 1 41 30 1 EL._ $/ x 1767 x,533 , I \ ♦` \ / Department as soon as possible after completion and prior to clearing. issued date description (n 3546 CB { 7.15 x 35.52 \ 129.92 x 2.BIS ' 23�-25' W X351 x3I,k6 /` - 28�x,28,0, I /1 / ` �♦ `x11.5 \ B.5J 3. Northern long-eared bat: 1 2-23-18 SITE PLAN APPROVAL I x26.14 x 592 X16.89 a SILT FENCE-CORING x14.08 x1815--- - -.� I r ' 3 4 --- / x27.30 1 RING / \ 2 5-23-18 BORING LOG# AT TEST PITS LL_ / t f 'Lv� �cb ---,�26�r \ ) x1,•52 LIMITS (I.E. MITS 2005 FRESHWATER V4FT�ANDS BY/ e \ / Correspondence from the New York Natural Heritage Program(NYNHP) 26, 29, x 23.05 0 8" SASSAFRAS I %252 Mg 5 PEA WORK AK�.3TURTLE x]'•38 , indicates that no agency records current) exist for northern long-eared bat (� to / �,v-� / \ \� x21•+5 /x17917 / C.W. BOWMAN LAND USE ESI g Y Y g 3 7-19-18 2005 WETLANDS DELINEATION x BARRIER") x 3,.,2 ` ° / (Myotis septentrionalis), however,this is not a definitive assessment on the \\ FIN.FLR.EL.-25.15' / / x]391 LSI 3534 9t3 '- / AFFIRMED BY NYSD�C LETTER xt2 current or future use of the site b the species.To minimize loss of northern 3 r7 x2ann \ ,�' 74 Y P 4 12-10-18 ADDRESSED 10-2-2018 TOWN Q 6 / 6, x2711 \ I / �'` /20/2018 16 long-eared bats,the following actions shall be taken: COMMENTS 339° CP 16 N ' _ WI ''LANDS AREA ♦ \ \ P P /- x27 ® % oe / x2423 a. Trees around the perimeter shall be reserved within the buffer shown on the 5 12-12-18 ADDRESSED TOWN COMMENTS oI x35, 1 A,,. SA 3, x2,,6, CCB 60D Er x2,,,6 x23>•,\ X ,41 \ x ,,22 6.24 \ � V�- site plan; 6 1-3-19 ADDRESSED 12-17-2018 TOWN �, I tAFRAS / X165+ x1510 / x1233/ ` O 12» SASSAFR S_�3425 SILT FEN CLEARING x153,8 CONSTRUCTIO x14''3 x"'' b. Trees capable of providing roost trees within the development area shall be '�' x 706 co 1 „ 'P-2 �x2t77 I FENCE X15.33 xB� preserved to the greatest extent practicable; 19 COMMENTS x31.48 7 1 23 ADDRESSED 1-17-2019 TOWN o P 26£ 5 SASSAERAS / � 25� � LIMITS (L`E+�LIMITS OF �CB / 5,62 `4.81 WORK AKA TUR x2562 1 CP B7' TP18-2 ` p \ \iy ' x,08 C. A wildlife biologist experienced with finding bats will be deployed on site prior to COMMENTS 3,,n / x321° 507 �L ARMER" c ) CB 60D Er ,61 /3347 / - / X2396 x22.43 \ ) x -- I N CJ rP-1 (#TP18 1j'3 \ x11.2n any tree-clearing to s arch for any signs of bat roosting; issued date description / x 2311 x 2561 / CP 516.14 __ x p 353 3II. 4I» SA /111S / 7/ x2'•2° / \ I \ cP x16�� -16 CB son SET \ \ x'3.22 ' ♦ xR.,, ,,\�y d. Avoid tree remove, wring the pup season from June 1 through July 31. C5 \ ,CP 33 x 35b°�D I 1 r7.,"/SASSRAS ' / x2506 ` x,e.50 \ / \ \ %]3.65 // x 2.42 I \ ' / \ \ ./ 23 98 / x �x 1743 x 6.20 �O o h2 r CB s r 10' SASS FRAS %24.93, %1717 X,o.S CONSTRUCTION \ X 1584 X 12.76 " / x2358 x x17.6 x19.36 `. o I 121 SASAFRA �\/ x25 �rxKC89 -/8 x17.52 \ \ \ 113.90 \ e7. 9 Z /�•� 2804 \ ♦ X\ 15 SAS AFRA 2597 � I \ / � / x18.1+ \ V F x 4.12 , CP 60 I 1 SAAFR I CB 6017 SET / x 24.2 / - o v x358 �52 1,2SA59AFRAS 404 X23.47 / / \ _ x IA46 x 18.34 \ x 12@70 c _ 8 SASS ERAS \ x 229' % \- \ \ 4 \# 1 rf",� CA� x 2.B5 x 17,35 / ( 22G` BJ AERAS/ / x PH37 x 2365 / / I 3 x 1861 \ ' Man x35. 7' B L09UST x 17.04 \ / x 1751 \ , x / x 18.32 S[ I ;14 V' ' LAC LOCUST \I x2361 2,.96 \ \ n' �/ I� x 26.44 MOU 6/SASS I i� Nati 3 S SAFRAS x .33 \ �6 �E ,T� / xL7,'♦?tk�2 x2.121 WETLANDS - NON 599 IH2 x2466 DISTURBANCE BOfrtR xJ. / x22.41�� x 2354 ✓I / X3.=„n 20"/BLACK LOCI) / \ x22.3,3, / / / x1727 AREA (TYPICAL) �,v I x76.17 x18.89 \ x17.13 \ I I-- \ x17 5 /) I /x9.517 GENERAL NOTES: 4" SASS ERAS t x2'35 \ x'615 / m I a p \ q p x22.27 / x16.81 0 1 1 � \ X24.6 7-7 WETI�NDS AREA ice � 1765 � � x8.51 / ` x34 6 / --� / / ///� \ \ x19.16 x18.03 / I title rn 0 X 36.62 ••- 4 349c x30.39 26.01 / x 21.°9 0 o / \ / pDi 79.06 \ O° 35.31\ x2255 r1 1. S.C.T.M.# 1000-040.00-03.00-001.000 LL_ �\ 1 / / x 19 71 x1 9 / X1881 x23,92 2. ALL PLAN COORDINATES ARE BASED ON THE LONG EXISTING qq \ ISLAND ZONE OF THE NEW YORK STATE PLANE 4' % O10 X 2702 ,� / x]4.76 �� %778 1795 ' \ \' 1 / r9 / ^x 9 3 -�/ / 1 \ x1B2o ��' COORDINATE SYSTEM NAD 1983 f f JD, S CP 1 � x 20.,6 / / x 152, \ ( )• Q_ > - , CB 6a SEr x' �I P P �` I Xla+l 3 UNAUTHORIZED ALTERATION OR ADDITION TO THESE CONDITIONS Vc ��" x16. CP 4 x959 DRAWINGS IS A VIOLATION OF SECTION 7209 / ° x 27.52 x 2379 , CB 60D SET 7 x t§8#� 60, / 9,45 \ x 2366 6�k]540 � x 18 (� x 13.92 X16.45 -� / I I SUBDIVISION 2 OF THE NEW YORK STATE \ MON�ND, x16.2% 1 /� bVSJODED AREA 7- c 6017 ser ® � EDUCATION LAW. x39.34 , / , 6 �-- / REMOVALS � , x �' // /x 17.26 �� � � ],20 4 ARE IN ACCORDANCE WITH U S \ x x717 \x re.27 � / / ^/� \ x232, �` x2637 / ' / x13.39 ��� V MEASUREMENTS / x 1720 x / x, / � STANDARDS. O x1a.�4R� +. �13 Fr /X,3,,6 nCB is Xra77 x19'177 r T4I%/I 5. VERTICAL DATUM IS BASED ON NAVD 88. / ' \ x8,42 \ x 2556 •� x 1328 x 13.15 CB 6017 SET "Y 6. HORIZONTAL DATUM IS BASED ON NAD 83. .}.� x 2512 / �� %'828 WETLANDS AR \ \�6 \ xl / X1ao7 /X,1.,6��/ j0 C� 7. COPIES FROM THE "ORIGINAL" OF THIS SURVEY X3718 3718 \ 6 �- / -./ x 17.30 / -7C1 OJ QF x28.17 7 �Rfa �. \ / I\ /� NOT BEARING AN "ORIGINAL" OF THE LAND B \x23.81 x21 1. 1 \ \J / T ,(� , „ " x15'72 x18.78 x1741 X13,,12 l Q x]5.6,\ x16.62 / 10.83 �" O� C� SURVEYORS "INKED SIGNATURE OR EMBOSSED v / x 1148 \\ x 17617 A 0 \ 0 „..,.� x10' 12.27 \ / �0 �0 FiLp SEAL" SHALL NOT BE A TRUE AND VAUD COPY. �wv \ / ,O drawn b LMY � �' \� 3D�2 �� 6_ � --\ � / x � / � � � $. EXISTING TOPOGRAPHY FROM FIELD SURVEY OF y' qty X14.32 -� \ �,t 0 'Q) NOV. 13, 2017 BY L.K. McLEAN ASSOC. P.C. C x3722 Q \ . '`. x9.54 9. TOWN OF SOUTHOLD ZONING CLASSIFICATION checked by: CFD x2501 x15.66 x9,53 x16,32 \ O ` \ x2Dl, x16.5° NSF VILLAGE OF _. xA117 / i�ti t� ,' R-eo. 1 x' 4 1 x 62 / GREENPORT / , N \ I ' �R 10.UNDERGROUND UTILITY INFORMATION SHOWN WAS ♦ (SCT 1001-01.0-07-01.1 I 11.95 X 6 �' scale: AS NOTED O \ \ x 1532 4 x tl.6 C 3 _/ x 13.53 ��x14,09 / S / OBTAINED FROM RECORD DATA AND FIELD a ® \ x18.37 ) �� x,9,64 d x317. �2 / ce 91 Er - // LOCATION. x � x]252 ' . _ x,2.45 project number: 17106.000 o / �� x N a ` coV, ( \ X1 3 - - x72.78 .f �� L x11,31 / X29.91 I --_-' D DD 200 I 1099 x10.29 �_ __ Iii E D sheet number / 7 THE EDUCATION LAW OF THE STATE OF NEW YORK o .�: ,. Feet JAN 2 5 2019 p O PROHIBITS ANY PERSON FROM ALTERING ANYTHING (\I IN THE DRAWINGS AND/OR THE ACCOMPANYING 'r I I SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION _ -' OF A LICENSED PROFESSIONAL ENGINEER, WHERE N O SCALE: 1 =50 southold Town 1 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL 1 C Planning Boar ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE TX THE FULL EXTENT OF THE ALTERATION ON THE +3 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) " 'Foundation Foundation y Foundation .w,Foundation Foundation Design,P,C, Design, Design, Design,P,C, Design,P,C, SOIL-BEDROCK•GROUNDWATER SOIL-BEDROCK-GROUNDWATER :AIL•WDROCx•GROUNDWATER SOIL-8EDROCK-GROUNDWATER S014•BEDROCK•GROUNDWATER Test Pit Log EXIST. GRADE: 16.87 Test Pit Log EXIST. GRADE: 26.72 Test Pit Log EXIST. GRADE: 20.11 Test Pit Log EXIST. GRADE: 20.86 Test Pit Log EXIST. GRADE: 20.44 . .. ; Project No. 4902.0 Page 1 of 1 Test PIC No. TP18-1 Project No. 4402.0 Page 1 of 1 Test Pit No. TP1$-2 Project No. 4402.0 Page 1 of 1 Test Pit No. B18-3 Project No. 4402.0 Page i of 1 Test Pit No. B18-1 Project No. 4402.0 Page 1 of i Test Pit No. B18-5 .., '® err View North Road/County route 98 Southold,New York Project Name Vine Vi w North Road C r �48 Soutfnold New York Project Name Vineyard o ct N and a route Pro ectName Vineyard View,North Road,County route 4$,Southold,NewYork Protect Name Vineyard View,North RoadJColmty route 48,Southold,_Newyork Project Name Vineyard View,North Road/County route 48,Southold,New York 1 Y f tY , 7 y Dunt)+ - Client Conifer Realty LLC,1000 Unnrers,ty Avenue,Rochester,New York 14607 Client Conifer Realty LLC,1000 University Avenue,Rochesfg,New York 14607 Client Conifer Realty LLC,1000 University Avenue,Rochester,New York 14607 Client Conifer Realty LLC,1000 University Avenue,Rochester,New York 14607 'Client Conifer Realty LLC,1000 University Avenue,Rochester,New York 14607 k Elevation Weather Cloudy 130s Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy l 30s Technician T.Beyer Elevation Weather Cloudy J 30s Technician T.Beyer Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator Jay Z1 Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contracting 5 Materials E of ent CAT 325D Excavator Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator Sackhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contracting B Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contractingy q Pm Depth Depth Soil and Rack Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Sail and Rock Classifications P j 4 J Below Sample of Below Sample of Below Sample of Below Sample of Below Sample of `y , *� *" Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks TOP IL 0'6" TOPSOIL 018" TOPSOIL 0&" TOPSOIL 016" TOPSOIL Firm tan-light brown moist SAND,little m-f gravel,trace silt Firm tan damp SAND,trace m4 gravel,trace silt Loose tan-orange-brawn moist SAND,trace rrt-f gravel,trace silt Loose tan-light brown moist SAND,trace c-m-f gravel,trace silt Loose tan-light brawn moist SAND,trace c-m-f gravel,trace silt 1300 Wait Whitman Road, Melville, New York 2 2 2 2 2 11747 Phone 631 300 1010 30" 2'6" owner/developer: Firm tan-brown moist SAND,little c-m-f gravel,trace silt Firm tan-brown-orange moist to wet SAND,little c-m-f gravel,trace silt CONIFER REALY LLC 4 4'0" 4 S-1 21-V 4'0 4 4b" 4 S-1 2'-4' 83 E. Main Street,Suite 600, Firm Might grey moist SILT,little m-f sand,trace clay Compact tan moist SAND,little m-f gravel,trace sift Firm tan-brown moist SAND,little m-f gravel,trace silt Rochester, New York 14604 6 6 6 6 Site/Civil Consultant 80,T g S-1 6'-8' Firm orange-tan saturated SAND,little sift,little gravel,trace clay 10 6" 10'0" 10'0" 10th" 10`0" Test pit terminated at 106" Test pit terminated at 100" Test pit terminated at 100" Test pit terminated at 10e" Test pit terminated at 1013" 0 1 0 o L K. MCLEAN ASSOCIATES, P.C. Notes': Notes: Notes: Notes: Nates; LONG ISLAND, NY 1. Sides collapsing upon completion 1. Sides collapsing upon completion 1. Sides collapsing upon completion 1. Sides collapsing upon completion 1. Sides collapsing upon completion 437 SOUTH COUNTRY RD., 2. Water at 8'0"° 2• Test pit dry upon completion. 2. Dry on completion. 2. Dry on completion. 2. Water at 9'6"° BROOKHAVEN, NEW YORK 11719 3. Staked locations and elevations provided L,K.McLean. Tel: 631.286.8668 12 P �' 1 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. 12 3. Staked locations and elevations provided by L,K. McLean. VINEYARD VIEW "t ""Foundation NORTH ROAD Foundation i Foundation = :: ` Design,P.C.PRC, Foundation Foundation -,.,.,Y,r�,<•,A .;a I Deal nr P.1w. i Design,P.C, �rDesign,P.C, SCYL.BEDROCIC•CdtOlNDWATER Design,P.C. TOWN OF SOUTHOLD N.Y. 11939 SOIL•BEDROCK•CROLNDWATFR SOIL•BEDROCK•CROLNDWATEA Test Pit Log EXIST. GRADE: 21.62 SOIL-BEDROCK-GROUNDWATER SOIL•�ROCK-GROUNDWATER Test Pit Log EXIST. GRADE: 20.27 Test Pit Log EXIST. GRADE: 20.62 Test Pit Log EXIST. GRADE: 22.70 Test Pit Log EXIST. GRADE: 22.67 Project No. 4402.0 Page 1 of 1 Test Pit No. 618-6 projectNo. 4402.0 Page 1 of 1 Test Pit No. 618-7 Project No. 4402,0 Page 1 of 1 Test Pit No. B18-8 Project No. 4402.0 Page 1 of 1 Test Pit No. B18-9 Project No. 4402.0 Page 1 of 1 Test Pit No. BIS-10 �r' Project Name Vineyard View,North RoadJCounty route 48,Souftrold,New York project Name Vineyard View,North Road/County router 48,Southold,New York Project Name Vineyard View,North Road/County route 48,Southold,New York project Name Vineyard View,North Road/County route 48,Southold,New York Project Name Vineyard View,.North Road/County route 48,Southold,New York Client Conifer Realty LLC,1000 University Avenue,Rochesier,New York 14607 Client Conifer Realty LLC,1000 University Avenue,Rochester,New York 14607 Client Confer Realty LLC,1000 University Avenue,Rochester,New York 14607 Client Conifer Realty LLC,1000 University Avenue,Rochesber,New York 14607 Client Conifer Realty LLC,1000 University Avenue,Rochester,New York 14607 i; Elevation Weather Cloudy J 30s Technician T,Beyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy/30s Technician T.Beyer Elevation Weather Cloudy(30s Technician T.Beyer Date Started 1-24-18 Completed i-24-18 Operator Jay Date Started 1-24-18 Completed 1-2418 Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator Jay Date Started 1-24-18 Completed 1-24-18 Operator Jar Date Started 1-24-18 Completed 1 24-18 Operator jar F y Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 3251)Excavator Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Excavator Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 3251)Excavator Backhoe Subcontractor Terry Contracting&Materials Equipment CAT 325D Fxcavator .,,..;i`./us% Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rock Classifications Depth Depth Soil and Rack Classifications Below Sample Of p e p P P Below Sample of Blow Sample of Below Sample of Below Sample of a Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks Surface Number Sample Remarks TOPSOIL Ofi" TOPSOIL 1'V" TOPSOIL 1'0" TOPSOIL 016" TOPSOIL 0'6" Loose tan-orange-brown moist SAND,little silt,trace c-m-f gravel Firm to compact grey damp SILT,some clay,trace course sand,trace Firm tan-orange moist SAND,little silt,trace m-f gravel Firm tan-orange moist SAND,little c-m-f gravel,trace silt, Firm tan-orange moist SAND,little c-m-f gravel,trace silt. ■ fine gravel 2 2 2 2 2conifer,-,' -., REAL ESTATE DFVELOIMENt,CONSTRDCt1ON d MANAOEMENT 4 S-1 2'-4' 3T0„ 4 -- Firm tan-brown moist m-f SAND,little c-m-f gravel,trace silt. seal 6 8 S 1 4'-6 6 6 6 :` 3 v �i s `sF aII� I Firm light brown-grey wet SAND,little c-m-f gravel,little silt Firm light brown-tan saturated SAND,little c-m-f gravel,trace silt Compact light brown wet to saturated SAND,little c-m-f gravel,trace rn silt 0 -� 1010" 100 100 100" 1010" rn Test pit terminated at 10'0" Test pit terminated at 10'0" Test pit terminated at 1010" , , Test pit terminated at 10'0" 10 Test pit terminated at 100" issued date description c 0 10 S-1 8-10` S-1 8-10 �= Nates: 12/19/2018 GENERAL REVISIONS 0 M Notes: 1. Sides stable upon completion Nates: Notes: Notes: �I 1. Sides collapsing upon completion 2. Dry upon completion. 1. Sides collapsing upon completion 1, Sides collapsing upon completion 1. Sides collapsing upon completion � 2, Water at 96", 3. Staked locations and elevations provided by L.K.McLean. 2. Water at 8'0'. 2. Water at 8'0'. 2. Waterat 80"' U 12 3. Staked locations and elevations provided by L.K.McLean. 4, Standing water was observed adjacent to the test pit. 12 3. Staked locations and elevations provided by L.K.McLean. 3. Staked locations and elevations provided by L.K.McLean. 12 3. Staked locations and elevations provided by L.K• McLean. LL_I Li D ( O 0 C - Foundation Foundation Foundation M Foundation (6 k' Design,P.C. y Design,PR1MR ;: Design,P.C. Design,P.C. 0 1 issued date description j Project No. 4402.0 Page 2 of 4 Test Boring No. 618-1 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 Coun Route 48,Southold New York Project Name Vineyard View North Road/Conn Route 48 Southold New York Project Name Vineyard View North Road/Count Route 48 Southold New York rn Boring Log EXIST. GRADE: 32.09 Client Conifer Realty, 1000 University Avenue Rochester New York 14607 _ Client Conifer Real 1000 Univers Avenue Rochester New York 14607 Client Conifer Realty, 1000 UniversityAvenue Rochester New York 14607 3 Project No. 4402.0 Page 1 of 4 Test Boring No. B18-1 Elevation Weather Cloudy/30's Engineer T.Beyer Elevation Weather Cloudy/30's Engineer T. Beyer Elevation Weather Cloudy/30's Engineer T.Beyer v Pro ect Name Vineyard View North Road Count Route 48 Southold New York Date Started 1-24-18 Completed 1-25-18 Driller J, Loomis o j p Date Started 1-24-18 Completed 1-25-18 Driller J. Loomis Date Started 1-24-18 Completed 1-25-18 Driller ]. Loomis Client Conifer Realty, 1000 UniversityAvenue Rochester New York 14607 DrillingCompany: Target DrillingCo. Groundwater:6'0" DrillingEquipment CME-75 Truck RigDrillin Cam an : Tar et Drillin Co. Groundwater:6'0" Drillin E ui pent CME-75 Truck Ri DrillingCompany: Target DrillingCo. Groundwater:6'0" DrillingEquipment CME-75 Truck Rig '`' Elevation Weather Cloudy J 30's Engineer T.Beyer U v 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: Tar et Drilling Co. Groundwater:6'0" Drilling Equipment CME-75 Truck Ri cN ample Depth N ample Depth N ample Depth 0 U Blows Per Six Inches Visual Soil and Rock Classifications Ft. 0"/6" 6"/12" 12"/18" 18"124" Value No. Remarks Ft 0"/6" 6"/12" 12"/18" 18"/24" Value No. Remarks Ft. 0"/6" 6"/12" 12"118" 18"/24" Value No. Remarks / 9 10 Stiff grey moist CLAY, little silt,trace m-f gravel Very dense light brown saturated m-f SAND,little silt cin N ample epth N Ft. 0"/6" 6"/12" 12"/18" 18"/24" Value No. Remarks it 15 21 10 30'-32' LL_ WH 3 TOPSOIL 1'0" o, 2 4 5 1 01-2' Loose brown wet c-m-f SAND, little silt, trace m-f gravel 64'0" 0 i 1 35 65 Very dense light brown saturated m-f SAND, little silt 95 LZ 7 777=777777777-7.777, % 2 4 3 2 2'-4' 4'0" 13 15 28 50/6 50/6 17 65'-66' title 5 15 18 Compact brown saturated c-m-f SAND,trace sift 5 11 Hard 0 6,6" 17 24 32 11 3S'-37' 18 25 36 3 4=6' Very dense brown moist c-m-f SAND and SILT, little SOIL BORING 41 23 24 m-f gravel 0 45 40 69 4 6'-8' 40 70 100 j 13 50 50 5 8'-9' 8 11 38 50/3 50/3 18 70'-70'9" 28 39 102 0" 10 12 16 23 12 40'-42' S-12 Stiff 40 44 79 21 10p'-102` LOGS N 23 28 Boring terminated at 102'0" c 18 15 46 5 10'-12' S-6 Dense v 13'6" Firm brown saturated c-m-f SAND,little silt,little m-f gravel 45 75 105 a) 15 10 12 15 19 27 13 45-47' S-13 Hard 7 12 25 54 37 19 75'-77' S-19 Compact v 6 7 gyp-. 6 12 13 7 15'-17' drawn by: BRC RECEIVED checked by: CFD C 50 80 110 Q) 20 8 li scale: AS NOTED 10 6 13 20 24 14 50`-52' S-14 Stiff JAN 2 5 2019 a 6 6 12 8 zo'-zz' project number: 17106.000 Planning Board N o 54,0., Southold Town CV 0- 25'0" 55 Compact brown saturated c-m-f SAND,trace f gravel, 85 115 O 0 25 Very dense brown saturated m-f SAND, little sift, 11 13 trace silt 38 42 1 L_ 28 27 trace m-f gravel sheet number 31 29 58 9 25'-27' 21 25 34 15 55'-57' Notes: Notes:ery dense 0) v " 50/4 92 2Q S5'86vk" Notes: THE EDUCATION LAW OF THE STATE OF NEW YORK O 28`6 PROHIBITS ANY PERSON FROM ALTERING ANYTHING O O Notes: 1.Water at 6'0". " IN THE DRAWINGS AND/OR THE ACCOMPANYING 1,Water at 6'0 . 1.Dry upon completion. N p 1.Water at 6'Q", SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION r�1 cp 30 2. fibre hole backfilled using auger spoils. 60 2. Bore hole backfilled Using auger spoils. 90 Z.Bore hole backfilled rasing auger spoils. 120 Z. Bore hole backfilled using auger Sp0115• OF A LICENSED PROFESSIONAL ENGINEER, WHERE LC-Ll Nj O SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL 04 N=No,of blows to Drive_;Spoon 12"with 140 Ib.Wt.30"Ea.Blow N=No.of blows to Drive-L Spoon 12"with 140 Ib.Wt. 30"Ea. Blow N=No,of blows to Drivel Spoon 12"with 140 Ib.Wt.30"Ea. Blow N=No.of blows to Drivel Spoon 12"with 140 Ib,Wt.30"Ea. Blow ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE LEXTENT F E DRAWING AND/OR NTHESPECIFICATIONN THE (NYS ED. LAW SECTION 7209-2) IMPACT ON NOISE ODOR & LIGHT: NOTES• 17 LIMITS OF BIOSWALE / i 1. Prior to start of any construction activity, notify the 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE FLOW " E S e STORMWATER Town of Southold Plannin & En Ineerin De artments n 'ZEXI,�STTING 23 34'2 �� RETENTION AREA g g• g p SITE IS SUBJECT TO MONITORING BY A QUALIFIED EROSION CONTROL PROFESSIONAL AND BY THE3 a minimum of 2 business days in advance' An NYSDEC, AS OUTLINED IN THE STORMWATER POLLUTION PREVENTION PLAN THAT HA5 BEENSUBMITTED TO THE AGENCY FOR COMPLIANCE WITH CONSTRUCTION ACTIVITY REGULATIONS.TREED .. r -- inspection is required of the installed turtle barrier O REMAIN �-• _ 427' i~- '' 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR f� f 7V UNDISTURBED7 LIMITS OF RAIN •38y - - ^' fencing (aka erosion control prevention/silt fencing) by SHALL COMPLY WITH ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR SLOPE -/ a"VERTICAL x E GARDEN / _""'—-_ Town Engineer's office and Planning staff prior to ,I FACE x; STORMWATER - / I SILT FENCE (IE. "LIMITS _- -•� g g p TO AND OR DURING THE COURSE OF THE CONSTRUCTION. RETENTION AREA OF WORK") -_S 210; clearing. V u „ 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO BEDDING DETAIL \ (TURTLE BARRIER) `?`30 2. Refer to Sheet E1 - ExistingConditions & Removals for DISTURBING ANY SOIL OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE WETLANDS / NON - 106�00 OF CONSTRUCTION PLANS WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE DISTURBANCE BUFFER wildlife habitat protection measures to be enacted riot ANGLE FIRST STAKE TOWARD / LIMITS OF 100 WETLANDS p p CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE COLLECTED SEDIMENT ON A 8(OSWALE/, � PREVIOUSLY LAID BALE. �,`F' �� � '� � d '„� +�°`'•� 1 t' S 1?RMWgrE 3 AREA (TYPICAL) WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED �'^ c, �- ^� ? ."`+ RRETEN BUFFER \ - to site clearing. ^ : . .p r. ,.,•:. ... .y . ASIW y' OPEN SPACE PROVIDED \ r OF PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. FLOW 3. Construction activities shall only occur from 7:00a.m. CONSTRUCTION (TYP.) 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL r'� �' "` - -_ i x '`•F ' i FENCE ' to 6:00p.m. on weekdays and Saturdays; MEASURES DEPICTED ARE IN PLACE, AND APPROVED BY THE ENGINEER. I..I , l L. ss ; 4. No construction activities are permitted on Sundays, �^ - I; N 5. SEDIMENT BARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL �^ p• year-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 ^� I Q 2, r, a 7 ♦ Q � SITE WILL BE PERMITTED TO WASH INTO WETLANDS AND ONTO ADJACENT PROPERTIES OR ROADWAYS; 'J�^n �% -- PLACED ON CONTOUR 11747 a ♦ New Years Da ^ _.. Y Phone 631 300 1010 ' RAIN I 6. A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM i "°• GARDEN/"- 'LAWN 2' PAVER STRIP FOR 2 RE-BARS: STEEL PICKETS OR e 4 ? L'` o _ oca EN/ O_ Memorial Da BEING TRACKED ONTO CR 48. THE CONSTRUCTION ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS = --- _ 2'x2^STAKES I.5'to2' IN GROUND. , toRMWATER j BLDG.,(TYPE C) VEHICLE OVERHANG _ Y PERMANENTLY STABILIZED; y I da RETENTION94 t ,i. DRIVE STAKES FLUSH WITH TOP OF tl 1 6,_ 11 W4�: FIN.FLR.EL.=23.25' �� f""'�12 a (TYP.) owner/developer: 1 I•L \AREgS Independence Day (July4th) HAY BALES. 1, ; ENCH (TYP.) *� J '�- 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM ANCHORING DETAIL CONIFER REALY LLC wl Labor Day TRACKING ONTO PUBLIC ROADWAYS. 83 E. Main Street,Suite 600, <I ' `'�% ,.\ j ♦ S. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH STRAW BALE DIKE DETAILS Rochester, New York 14604 14, ♦ Thanksgiving OF TIME AREAS ARE EXPOSED; I 1 Christmas Da - - -- - , ,' / Y 9. CLEARED AREAS, EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OF Site/Civil Consultant I o /ii?°a..;. ;- ;, �, w13". \ ° TEMPORARY SEEDING AND OTHER MEASURES AS APPROVED BY THE PLANNING BOARD AND THE TOWN ENGINEER; EX. r" !/ '"/'>," "KSt`' DUMPSTER \ 10. DRAINAGE INLET'S WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS V 10 'i? i.; ,, I � :'.,, (TYP.) ,,,'' �� ♦ REQUIRED; .. •.. , ,, ,,,;.; © '�"".\T' ,,,,,,%'•",`,a,rT•r, ..,. N / nv ISTURBE 11. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED 11 I '" AREAS ARE PERMANENTLY STABILIZED. PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND Y FLUSHED OUT AS NECESSARY TO REMOVE ANY SILT AND DEBRIS; SITE LEGEND: ;." , 2 `: LIMITS OF RAIN 12. TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE ' EMPLOYED. --��= GARDEN / \ ---- PROPERTY LINE I STORMWATER \ - 13. ALL PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S L K McLEAN ASSOCIATES, P.C. I tJ co :- / RETENTION AREA - p VEHICLES ";" ( T s 10 PROPOSED CONTOUR LONG ISLAND, NY 437 SOUTH COUNTRY RD., 14. SPILL REMEDIATION SUPPLIES (E.G., ABSORBENT PADS) WILL BE KEPT ON SITE FOR ANY TYPE BROOKHAVEN, NEW YORK 11719 EX. 12" BLDG.2(lYPEB) �'�, 10' x 10' OF EQUIPMENT-RELATED SMALL SPILLS THAT MAY OCCUR. 1 1 EXISTING CONTOUR \X;1� BLACK LOCUST r ® .1 Tel: 631.286.8668 NOT TO BE S VI ARD 2 FIN.FLR.EL.=23.25' % MAINTENANCE \\ 15. ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE, WITHIN THE SILT DISTURBED ; �� BENCH (TYP.) SHED FENCE TO ALLOW THE CONTAINMENT OF ANY POTENTIAL LUBRICANT OR FUEL SPILLS. E�.�.,; �� EXISTING WOOD LINE TRASH RECEPTACLE (TYP.) DUMPSTER CONSTRU ON I EL: DUMPSTER T ,•Ba, 16. SHOULD A LARGE SPILL OCCUR, THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION ENTRANCE ` = (TYP.) SHALL OCCUR BASED UPON THE REQUIREMENTS OF NYSDEC AND SPILL RESPONSE CONTRACTOR. PROPOSED CONCRETE CURB �o ,- = d WETLANDS / NON - - \ 17. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL , .zs, z7 • R wq ' - —x x— CAIN LINK FENCE �`::I s „" %%%! ?; , • •25r'.... r'i� T DISTURBANCE BUFFER STORAGE AND HANDLING, ETC. SHOULD BE PRE-DESIGNATED AND LOCATED AS FAR FROM PROPOSED H VINEYARD VIEW ;± .. ,:;'., � °-,9�„� `�;',”°,,,y;yy'" � 1 X24 , : •• *' ,i`� ® !O F/d. ''':I%%'-' ;''''�, . (2 •, %s%':;<, r `34r �AR AREA ATYPICAL WETLANDS AS POSSIBLE. SPILL PROTOCOLS SHALL BE ENACTED. I %�; ^aim/:`,�''/'%i„ ,��,.. . ✓.-.,/ ,�26, 29, G �=.' _ •,6q� (TYPICAL) i NORTH ROAD I O TP 8 c I PROPOSED SILT FENCE ' t 22 2 --� TOWN OF SOUTHOLD N.Y. 11939 WITH. = 34 ' n � PLAYGROUND \ S (LIMITS OF CLEARING) , ., :SEATING �' P-6 0 S - O v � 4 . \3g•, o /���,,,,.* 462 ;;,.' ,� � •�, :•:. , . ' �, • , > F�" 0 PROPOSED CONSTRUCTION FENCE • ' ,. t 39 • off , 6 f ✓. -1 / , H "i y7 'Y"YYYI Yl PROPOSED TREE LINE a2 :��..; BLDG.4 TYPE A `ti•; LD TYPE B •• / BLDG.3 y is I , I I r �a qi FIN.FLR. ir,. '.• E sE � r q... 'i N R�• WN •a FIN.FLR. :,s"<m61 _ �t 6 46":' ✓ ^t i BLDG.6 PE D ( s .. t. N 7' r. • N 1 5 • %ie'' <%v 4 EL.- O �/� FLUSH 1 \ PROPOSE DRAINAGE , D , 4 3.25' �. �a :A I IN-FLR. 23.2 F r a ' 5' 'I / y w« e „ior of I' — I�A I EL.- N INLET G t O 3, 3 ."' R 2 HAhIISIG 3.25' M 8 - 5 4 ire `;:;': �- � EN 2005 FRESHWATER • -,;, 710 •. ., RAMP � � . '�:�:�.. ;-./r '.r' < . •. • .., _ P CATCH BASIN ✓' 6 Sw, PROPOSED AT REc ► \ Q E TY a CLE• BY C.W. •(. ••;�.• WETLANDS / r afi , qa.., ©© L7 sz \ 72., . AN I , I �' BOWMAN LAND USE ES I 3 \ TWO EX. 30 / 1 AFFIRMED BY NYSDEC PROPOSED I %G � 8 \' q SILVER MAPLES _ - PROPOSED SILT FEN O M PARKING STALLS � 4 yq� � NUMBER OF A 9 \ s R 20 2018 _ LETTER 6 NOT TO BE TP 4 l N • T TH PA RIP FOR a7 T~ INSTALLED A E / / ra ' , DISTURBED VE VERHANG ,�;,,,.,,. � • r � %❑❑® LIMITS OF CLEARING S'; - AS DETAILED TYP. •l HANDICAP TYP: r,> (TYP.) PROPOSED ADA H ND 7- ACCESSIBLE PARKING STALL ,,.. RNAMlrPY1' � , .,,,.�; .,. ;'." '<,.:.....:<�:; PROPOSE /.. N 0 �. 0 0 ,,:':, ': -r.,,;,,,', ., ' -. '<. ��.;,, CONSTRUCTION FENCEf e C� \ REAL ElTATE OEV ELO PMENT,CO NlixU CTION R MANAfl EMENT ,,,,,., ,,,. IM R _ .......�. PER ETE -, %:%.. ,s ". .•,, .. `<<;, ',. AROUND THE 1. FIN.FLR.EL.=29.0' ;,;< �..,.-......._ ADA:- OF PROJECT ❑❑❑❑ PROPOSED ADA HANDICAP '`- ACCESSIBLE CROSS WALK Kt'Z BLDG.7(TYPE D) RAMP" /DEVICE ''•\" . 3 FIN.FLR. -- \ rs71 EL.= \ FIN. FLR. EL. PROPOSED BUILDING seal r I • 56), (`55y, -''`-- 4liAIEfZBEIE(TIIbFT 4[tEA.59V 57b L.+ RAI „ S ' «c3• <� ' ; , ' , 23_25' FINISHED FLOOR ELEVATION �pF NEW IN 6145W LE:L$CORb1 N GA I' ,; �� ;ti�� STORGARDEN/ '' STORMWq ER'I ,C CONSULT MWATER ET A u..,a, �,,, SHEET L1 E"S - 4 RE ELECTRIC FOR � �Nsw"A � w7 AREA PROPOSED ELE � 5 \ I ' ' " t \\ TRANSFORMER STREET 1 s �A�-��;„ •6. � 1 4 ( 6, 476 TREES \ I BLDG.5 ktESERVED l FIN.FLR.EL.=25.15' 3 TO`BE 3 \ " PROPOSED DRAINAGE SWALE ` 3 ti� �`�✓ LIMITS OF RAIN o PROPOSED LEACHING BASIN OI �;;~ � 3� 2 . '<� GARDEN / \\\\ ,. ` .; ,\ /.,ly, \ `1 STORMWATER 83, W/ SOLID COVER 41 r� r` RETENTION AREA 1 N\ �7 y issued date description y �. j C1 ':; ,E1I T -t . \ 1 PROPOSED LEACHING BASIN SILT FENCE (IE. LIMITS OF BIOSWALE / 1469' ST'ORMWATERr\ 6a . „ \ P "LIMITS OF STORMWATER RET'ENTIOIVARE�2b 6b' ITpR\\ "=\ 1161 W/ OPEN GRATE 1 7-19-18 2005 WETLANDS DELINEATION w WORK" LIMITS OF RAIN RETENTION AREA Swa 22 a ) Pt1 P...' \. 2 12/10/18 ADDRESSED 10-2-2018 TOWN EXISTING TREED GARDEN / 20 ION ' lam! PROPOSED CATCH BASIN COMMENTS p - AREA TO REMAIN STORMWATER �r U UNDISTURBED RETENTION AREA h. / 17 TYPE C-2 3 1/3/19 ADDRESSED 12-21-2018 TOWN - 2' PAVER STRIP FOR COMMENTS �I €( t- ' VEHICLE OVERHANG ✓%�E - -- -'�// _ _ _ 4 1/23/19 ADDRESSED 1-17-2019 TOWN LL E,.# * (TYP.) DUMPSTER l' `86'� COMMENTS (TYP-) RA �': - (®) PROPOSED DRAINAGE MANHOLE o �° S"ORM R TLIRDEN / 18 (SEE TABLE FOR SIZE) O e` 4 STORMWATER. O £ E, TESWNAREA , ,' I �. �. WETLANDS / NON - PROPOSED HDPE � � DISTURBANCE BUFFER o ¢ i , .' I \ . : ,: '.1 SEE PLAN FOR SIZE WETLANDS / NON - \ AREA (TYPICAL) / I ( ) issued date description _ LIMITS OF RAIN / WETLANDS / NON - /. I GARDEN / DISTURBANCE BUFFER / SURFACE LEGEND DISTURBANCE BUFFER \ STORMWATERPROPOS D c I AREA (TYPICAL) \\ RETENTION AREA AREA (TYPICAL) PAVEMENT ASPHALT PROPOSED CONCRETE PAD, SIDEWALK ° LIMITS OF RAIN OR PATIO 1 '�� 1Ii GARDEN / C j ;\ STORMWATER ♦ // PROPOSED BUILDING U I \ RETENTION AREA ` d ^� PROPOSED LAWN AREA 41 PROPOSED VEGETATED AREA co, IC _ ,\ \� / PROPOSED RIP-RAP title 1 `y ; PROPOSED STORMWATER EROSION & 218,00 / RAIN GARDEN OR BIOSWALE 4/ -- - ° ---�.� - - SEDIMENT > � PROPOSED CONCRETE l � _�O 5645 -- �•�„N10 KEEP , FLATwORK CONTROL PLAN C S,l, ` ' _ Tra•MAx.c.ro c. E aN are 8 SIT '°' PROPOSED CONCRETE PAVERS 0) \ Y y y i \ ?p•r +s`ur .. .. a. r r 4 O O O , ' y � j� �.•�y Y Y _ ryS; ,r�,y,.„.,�►."'+ S,yfi�zi,",',*'•,t 0-0 O .� r a vuW�: sr. O O O t y �✓ �'��,„ ' �� �Y s 0 0 o PROPOSED PLAY SURFACING ° �O < •'r o- *:. `'WSJ .r; c -° O o r. 4 ,D' SITE PLAN ���' , f? = `' ' D ♦ " E PERSPECTIVE VIEW "`�'�' ;:''s� '� ,"x ��Yr�•>•°.......�� �� PROPOSED ARTIFICIAL TURF y• T 0 O SCALE: 1 =50 �' " � drawn b tiK. . Y. checked by: CFD L N 0 50 100 FE MINIMUM 2x2 3„'noE o.vYn�iTE T,�.�°w�w d Feet u O FENCE POST - ro,r,�2„�wo,:�cc��,.oxoauwc� RECEIVED scale: AS NOTED L p w"MMLE WOVEN WIRE FENCE LAN E 0 �'�"'� (6 x 6-10/10 WWF)a 11 OR FLAnM0O �'��' FILTER CLOTH PLAN VIEWO 2 5 201 project number: 17106.000 eA o a oO 0 OO scope SoutFolc�Tcwn a� I W EMBED INTOGROUND RA R O A D Planning Board sheet number c� CONCRETE WASHOUT DETAIL f Taow -w „b�roM.�o �,,,.��. ...,� o,,w� THE EDUCATION LAW OF THE STATE OF NEW YORK C7 N.T.S. I MY N4NoM xim,rlM.lnww wmreaworwnoeuHw, Y- ILT'atla0 PROHIBITS ANY PERSON FROM ALTERING ANYTHING R THE ACCOMPANYING N O NOTE: IN THE MAXIMUM DRAINAGE AREA SPECIFICATIONIS, UNLESS NGS OIT'S UNDER THE DIRECTION 1/2 ACRE/100 LINEAR FEET OF A LICENSED PROFESSIONAL ENGINEER, WHERE E N O SECTION DETAIL SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ID ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE TEMPORARY CONSTRUCTION ENTRANCE THE FULL EXTENT OF THE ALTERATION ON THE SILT FENCE DETAILS ,.t... DRAWING AND/OR IN THE SPECIFICATION -0 / (NYS ED. LAW SECTION 7209-2) CONSTRUCTION TRAFFIC MANAGEMENT NOTES: \ PROPERTY / 1. AREA SPEED LIMITS ARE SHOWN ON CONSTRUCTION TRAFFIC MAP BELOW. LINE (TYP.) - 2. THERE ARE NO SCHOOL SAFETY ZONES ALONG THE PROPOSED CONSTRUCTION VEHICLE TRAFFIC ROUTE OR WITHIN 1,000' OF SITE. A SCHOOL BUS STOP AND OPERATIONAL HOURS ARE SHOWN ON THE CONSTRUCTION TRAFFIC MAP BELOW. BHC s ��` • �'• "'�""-+,,,.� 7— W 3. RESIDENTIAL NEIGHBORHOODS ARE DEPICTED ON THE CONSTRUCTION TRAFFIC '► MAP BELOW. STABILIZED ET / \ ARC H I 'I' E CAIS - LANp ECONSTRUCTION \ BUFFER / �- 'W�T(_ANQ 4. CONSTRUCTION ACTIVITY IS ANTICIPATED TO OCCUR FEBRUARY 2019 THROUGH % LIMITS, /� AREA C� APRIL 2020. ACTIVITY WILL OCCUR BETWEEN THE HOURS OF 7AM-6PM ON QRS (TYP.) ,/ i"�\ '(1YP.). - - WEEKDAYS AND SATURDAYS. NO WORK ON HOLIDAYS DESIGNATED ON SHEET E3-EROSION AND SEDIMENT CONTROL PLAN. i\ P pR EP \------_--•� \ \ 1300 Walt Whitman Road, Melville, New York 5. TOWN PLANNING OFFICE TO BE NOTIFIED A MINIMUM OF TWO (2) BUSINESS 11747 �- Phone 631 300 1010 DAYS IN ADVANCE OF ANY SITE ACTIVITY AND/OR CLEARING. \ V. 6. MEASURES TO ENSURE PROTECTION OF LAND AND INTEGRITY OF LOCAL owner/developer: 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 TO �,�� 7. PROPOSED CONSTRUCTION VEHICLE TRAFFIC ROUTE IS DESIGNATED AND DETAILED \ Site/Civil Consultant G ON CONSTRUCTION TRAFFIC MAP BELOW. PRESERVE PROTECT & � � \� /� `'""-_�+ I, P �p�AQP\� CLEARING S\OG �� i LIMITS 1 / EXISTING 8. REFER TO SHEET E3 FOR SPILL PROTECTION PROTOCOLS PocY VEGETATION �1 \ (TYP.) & GRADES i \ )PERIMETER 9. THIS PLAN SHALL BE PROVIDED TO ALL CONTRACTORS AND SUBCONTRACTORS _ - ,/' NON- DISTURBANCE\'� ,J ACCESSING THIS SITE.WETLAND FUEL EA11STORAGE & � (TYP.) SCHOOL BUS STOP TIME RANGES, AND SHALL NOT BE SCHEDULED ON L K. Md-EAN ASSOC3ATES, P.C. HANDLING / I SATURDAYS DURING SPECIAL EVENTS OR ON HOLIDAY WEEKENDS. LONG ISLAND, NY O AREA / I fes ' WETLANDS- 437 SOUTH COUNTRY RD., � MOORE'S 1 1 . DURING TIMES OF INCREASED SEASONAL POPULATION (I.E. SUMMER, FALL, AND BROOKHAVEN, NEW YORK 11719 Tel: 631.286.8668 DRAIN SPECIAL EVENTS), CONTRACTOR SHALL PROVIDE A QUALIFIED TRAFFIC FLAGGER TO FACILITATE ENTRY AND EXIT OF CONSTRUCTION VEHICLES AS NEEDED. O 12. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE AND HANDLING, ETC. SHOULD BE PRE-DESIGNATED \ - - AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. SPILL PROTOCOLS SHALL VINEYARD VIEW DRIVEWAYS \ Q I ' BE ENACTED. NORTH ROAD ' (TYP.) \ - TOWN OF SOUTHOLD, N.Y. 11939 tp • . TOWN OF GENERAL NOTES. SOUTHOLD/GREENPORT / 1 . SEE EROSION AND SEDIMENT CONTROL PLAN AND DETAILS FOR WETLAND SITE MAP PROTECTION MEASURES. SCALE: 1 = 100 VILLAGE LIMITS ` 0 100 zoo 2. SEE SITE PLANS AND NOTES FOR OTHER CONSTRUCTION CONDITIONS. Ism M Feet conifer YFAi F4fAi( pf VilO/Mf Wt CON51iUCtION A MA NAGE WFNI NEW LONDON - ORIENT FERRY TERMINAL r seal c�'Pi#) C. j MOORES LANE MAINy�Y'. SITE LOCATION 1( 3 ROAD o � �. v CHAPEL LANE CR 25 ° issued date description �j GREENPORT 1 12-18-18 ADDRESSED I2-17-2018 TOWN NORTH COMMENTS ROAD (VILLAGE) 2 1 319 COMMENETD 12-21-2018 TOWN Lam) LL_ (CR 48) GREENPORT K-12 SCHOOL (720 FRONT ST, GREENPORT) o APPROXIMATE HOURS OF o OPERATION 7:30AM - 3PM o SCHOOL BUS STOP (CHAPEL LANE & CR48) t� PICKUP TIMES RANGE FROM issued date description j 7:30AM - 8AM p SOUTHOLD DROP OFF TIME FROM 3PM — 4PM c LONG ISLAND SOUND (HAMLET) • MAIN MIDDLE ROA' .' ROAD j PROPOSED CONSTRUCTION VEHICLE TRAFFIC ROUTE (CR 48) CR 25 LEGEND 55 MPH Q) i 50 MPH souND AVE. ' title CONSTRUCTION ( ) CR 48 - - - - - 45 MPH ',, 40 MPH TRAFFIC co 35 MPH MANAGEMENT oNORTHVILLE TURNPIKE (CR 43) 0 RESIDENTIAL AREA PLAN � TOWN OF SOUTHOLD BOUNDARY LINE OLD COUNTRY ROAD MAI 25 (CR 5 8) - CR ROA drawn by: LMY L.I.E. - - o EXIT 73 R E C E I V E D checked by: CFD R I VE R H E A D F scale: AS NOTED (HAMLET) PECONIC BAY SAN 25 2019 project number: 17106.000 CONSTRUCTION TRAFFIC MAP P,annho9 Toad rn "... SCALE: 1 = 6,000 sheet number L 0 N G ISLAND 6,000, 12,000' THE EDUCATION LAW OF THE STATE OF NEW YORK O O PROHIBITS ANY PERSON FROM ALTERING ANYTHING N O Feet IN THE DRAWINGS AND/OR THE ACCOMPANYING EXPRESSWAY (RT 4 9 5) SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION CTMI O OF A LICENSED PROFESSIONAL ENGINEER, WHERE DESCRIBE N SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGC THE FULLALTERATION REXTENT SIGN,MUST OF THE L, DATE D ON THE a / DRAWING AND/OR IN THE SPECIFICATION Ii L__ -_ -_ _ - ---_----- ----- - _ _ NYS. ED. LAW SECTION 7209-2 _ _ I - RESIDENTIAL Il LONG ISLAND SOUND � � \ VACANT PROPERTY -- - --- / - - - MOORE' S DRAIN RESIDENTIAL // N/F MYDON RESORTS INC. 42 (SCTM#1000-40.0-03-05.0) \ RESIDENTIAL o EASTERN LONG ISLAND o SITE 1300 Wait Whitman Road, Melville, New York WASTE / KAMPGROUND) o jilt � LOCATION � 11747 HANDLING & / // \ Phone 631 300 1010 MANAGEMENT // -- - y owner/developer: \ 2 83 E. Main Street,Suite 600, CONIFER REALY LL Rochester, New York 14604 \ / N/F SAMIR ATTIA /// P Z \ \ /6 \ (SCTM#1000-40.0-03-02.0) /' \\ oo `� Site/Civil Consultant N/F LUCINDA BARNES �O VACANT PROPERTY //� � \���\ 1 00 YEAR FLOOD LINE (SCTM#1000-40.0-01 -21.0) / �/� o I �- ---_ (OFF- SITE) \ RESIDENTIAL \ i/ o \ KEY MAP N F KENNETH \ / oo \ SCALE: 1 " = 800' ZAHLER (SCTM#1000-40.0 \ / \\ \ L K. McL.EAN ASSOCIATES, P.C. -01 -20.2)/ // / ® ISLAND, NY N/F VILLAGE OF GREENPORT o \\ \\ 437LONGSOUTH COUNTRY RD., (SCTM#1001-01.0-07-01 .1) \ 1 BROOKHAVEN, NEW YORK 11719 (p \ 1 Tel: 631.286.8668 RESIDENTIAL / N/F WINE COUNTRY / PROMOTION LLC \ \ `��/ - , ®`��` � \\ 1 / (SCTM#1000-40.0 1 -01 -20.1) I RESIDENTIAL / '000 - .�• •... I VINEYARD VIEW / I i ��_��50o .•-' ' NORTH ROAD .o' N/F DONNA I Q ° - ` , - , ' / ► TOWN OF SOUTHOLD, N.Y. 11939 CAMPBELL (SCTM#1000-40.0 -01 -16.0) VACANT PROPERTY \ 6 OEM VACANT DONNA CAMPBELL o SCTM 1000-40.0 \ � Y '� "-• iso;"% J -01 -19.0) \ N/F LAURENCE LOSCALZO RESIDENTIAL � _ _ _ � ��; ".�° � .mo- \, (SCTM#1000 40.0 01 15.0) \ / /F ANNE WALSH \ VACANT PROPERTY \ o - / \ \ ,.� \ , �. 2005 FRESHWATER / (SCTM#1000-40.0 � \ � 5 M• O � ���aG� �' � •�„ / WETLANDS BY C.W. / \ °� BOWMAN, LAND USE ESI„ / -01-18.0) \ AFFIRMED BY NYSDEC RESIDENTIAL LETTER 6/20/2018 \ 1p � • / REAL ESTATE OEVELO►HENT,Cb NlTRU C110N A MANAGEMENT RESIDENTIAL\ N/F TIMOTHY QUINN \ s N J J\o\a�P ( a' ./' `�•' ., i // / SCTM 1000-40 (SCTM#1000-40.0-01-14.0) \� e e r' "'� / N/F VILLAGE OF GREENPORT / # \ \ �' ` "•� WETLAND BUFFER AREA / / / seal -01-17.0) \ / N/F RONALD E. \ RESIDENTIAL \ 'e., (SCTM#1001-01 .0-07-01.1) / SPILLANE \ � �� // VACANT PROPERTY / @��OF PG D /F JOLYON F. STERN \ / rn �, Z 3 \ (SCTM#1000-40.0 �, - - /// �✓ ® / / // y;. �' kfi. o \ -01-13.0) \ Q 00 QQ //`/ ® RESIDENTIAL / i • - ® K5 ® r E \ /F KEVIN MANNIX �,. f a - ° \ (SCTM#1000-40.0 \ : _ / ' / // QF a� / - - - > \ -01 -12.0) issued date description \ RESIDENTIAL/ -- S�Qod / / O ��J .' : . , • : . , • , ' . �® // / 1 7-19-18 2005 WETLANDS DELINEATION 6 l / °1 \ �P�� �E11�1 \ Os ~� • • ® /// / 2 12-18-18 ADDRESSED 12-17-2018 TOWN 01 \ DRIVEWAYS \ ` ' , // / � COMMENTS � � i N/F VILLAGE OF GREENPORT // / (TYP.) (SCTM#1001-01.0-07-01.1) LJ / 0V �0 \ N/F KENNETH FRIEDMAN o \\ / / (SCTM#1000-40.0-01 -09.0) RESIDENTIAL / rk� .. I /✓ O �°�p`I'� I / ® issued date description 10. / \ N/F ® 0� � / \ / DOROTHY A. / ;? YOUNG \ o TOWN OF o \ 40.0-01 0 \ -08.0) N/F THOMAS ` SOUTHOLD 41 o \ / \ RESIDENTIAL RESIDENTIAL \ ` GaF N P_O RT / \ - - - - - oo a FEINBERG MICHAEL , N/F KIMON ` s / /// SIMEON BY THE F SAN 100 YEAR \\ _ � RETzos \ VILLAGE LIMITS ��N/F JOHN SOUND INC. LL_ / (SCTM#1000 i (SCTM#1000- o ` SIOLAS FLOOD LINE �\ 40.0-01 40.0-01 ` (SCTM#1000- _ v, \ -07.0) -06.0) 0 - (SCTM#100 VACANT PROPERTY ` (OFF- SITE) \ 45.0 02 \04) V \ RESIDENTIAL SCTM#1000- , /F DONN ` -01.0) title \ / i 40.0 01 GRZESIK / SITE \i -05.0) RESIDENT 4-1 .0 \\ RESIDENTIAL / � moo^ \ DEVELOPMENT j 1v' \\ i // RESIDENTIAL VACANT N GENERAL NOTES: -CSS \i N/F N/F JILA ` , PROPERTY �/ PLAN o `.�J \ STEPHEN SHARIF N/F JERAD 1 . MASTER PLAN LAYOUT REVISED FROM DRAWING FILE �/O GRZESIK / INSTITUTIONAL "X-Master Plan.dwg" BY BEATTY, HARVEY, COCO _ MOTEL CORP. - - - (NURSING o ARCHITECTS, NOVEMBER 29, 2017. i (SCTM#1000 / - - - - - - - -- - - -_ _ HOME - SAN CL O 40.0-01 - 4000M01000 \ ��o SIMEON BY drawn by: LMY C -04.0) 4000M01000-/ THE SOUND Z 2. SUFFOLK COUNTY REAL PROPERTY TAX MAP # Q , -01.0) [RECEIVED _ SECTION 40 BLOCK 3 LOT 1 . RESIDENTIAL -02,0) checked by: CFD DISTRICT 1000, - RESIDENTIAL 5 2019 scale: AS NOTED ° COMMERCIAL JAN 2 E 3. APPROXIMATE PARCEL PROPERTY LINES, OWNERSHIP, _ N � PARCEL NUMBERS AND GREENPORT VILLAGE LIMITS ARE \ (SUNSET project number: 17106.000 o MOTFI l planning down p 1 N a FROM SUFFOLK COUNTY REAL PROPERTY TAX MAPS. Board O ° 0 200 400 sheet number v 4. LAND USES FROM 2016 TOWN OF SOUTHOLD LAND °' ING USE MAP (GREENPORT WEST) & N.Y.S. 2016 DIGITAL Feet IN THE BI DRAWINGS PERSON AND/OR FROM ALTERING E EDUCATION LAW OF THE STATE OF NEW K O 00 !!_ .. SPECIFICATIONS, UNLESS ITS UNDERTHE DIRECTION N O ORTHOIMAGERY. M SCALE: 1 = 100 OF A LICENSED PROFESSIONAL ENGINEER, WHERE SDI N ISTRICT 10 (GREENPORT UNION FREE S.D. SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL L41J C_ t\ 5. SCHOOL D # ) ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE � THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION C (NYS ED. LAW SECTION 7209-2 0_ OPEN SPACE SITE DATA: 17.2 ACRES TOTAL SITE AREA { , € I (749,232± SF) � I T : I � 13.4 ACRES BUILDABLE LAND (PER 280-4) ' f1� s (577,644± SF) (SITE AREA MINUS WETLANDS AREA) ' '7 O Y X� XXXxxxxxx 2334100 ®' X X x x x x x x x x x x x x x x X x x x x x x x X x x x x x % X % xxxx % 30% OPEN SPACE REQUIRED (PER 280-137.A/(6)) ' ��C I T,IJJ C T Dx x x x x x x x x x x x x 42� X x x x x X X x (4.02± ACRES) C Z. 7 .3 x x x x x x x x x x x �jNl1c IS'111f�,B�`Dx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x = 1 xxxxxxxxxxxxxXxXX xxxxxxxxx 53.0% 7.03 ACRES OPEN SPACE PROVIDED �.: � xXxXxX xxxxxxxxxxxxxXXXxxxxxxxxxxxxxxxxx E xxxxx % xxxxxxxxxxxxxxxxxxXXxxxxXxxx S21 3, (306,117± SF) x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x�L I XXXxxXXXXXxXXxxxxxxxxXXxxXXXXXXXXX106 pp j 81OSW ' 1300 Walt Wh'itman< �- STpRM'T ALE/ x x x x x x x x x x x x x x x x x x x x LIMITS OF OPEN SPACE x x Road, Melville, New York x x x x 11747 ER RETENTIg o AREA S W 4 c x x x x x x x x x x x x x x x x PROVIDED (TYP.) c x x `� I €� xxxxxxxxxxxx % % xx .- .. OPEN SPACE AREA IMITS OF RAIN 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 x Phone 631 300 1010 I GARDEN / STORMWATER x x x x x x x x x x x x x x x x x x x x x x x x x x x it x x x x x x x x x x x x X X X x x x x x x x x X X p W RETENTION AREA N CONIFER REALY LLC a = n� x x x x x x x x x x x x x x x x x x x x x x owner eve O er: µ WETLANDS AREA 3.9± ACRES PROVIDED W rr I x x x x x x x x x x x x x x x x x x ( ) 83 E. Main Street,Suite 600, (. d a " X z x x x x x x x x x x x X % Rochester, New York 14604 4 � GARDEN/ I x x x x x x x x x x x x x x x LAWN WETLANDS LEGEND Site/Civil Consultant ARDENT I BLDG.1(TYPE C) x x x x x x x x x x x x x x w SRETEN�RETENTION I FIN.FLR.EL=23.25' x x x x x x x x x x x x x x t] AREASW3 x x x x x x x x x x x x x x LL ENCH (TYP.) x x x x x x x x x x x x x x z ! u) O �— x xxxxXx % xxxxxXX xxxxxx 2005 FRESHWATER xxXxxzxxy�� FLAGGED WETLANDSWETLAND {° —_ - -- -j— XxxxxxxXXXxxxx xxxxxxxx ` BOWMAN,SLANDCUSE ESI„ xx j BY AS NOTED xxxxxxxxxxxxxx AFFIRMED BY NYSDEC x x x x x x x x x x x x x x XXXXXX \� X x x X x X x x % x x x x x x x x x x x x '•\ LETTER 6/20/2018 PROPOSED WETLAND ■ � x x x x x x x x x x x ❑ x x x x x x x x x x x x x x BUFFER LIMITS o x x x x x x x x x % X x x x x x x z x xxxxxxxxXXxxxx N ' ❑ x x x x x x x x x x x x x x �• C � P.C. ❑ - �. x x x x x x x x x x x x x x O o x x x x x x x x x x x x x x x x x x x x x x x x N LONG ISLAND, NY � x x x x x x x x x x x x x x x � 437 SOUTH COUNTRY RD., �x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x , SITE LEGEND: BROOKHAVEN, NEW YORK 11 19 _ x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x Tel: 631.286.8668 i x % xxx % xXXxXXXxxxXxXXXxXxXxX xxxxxxxxxxxXXXxxxxxx % ` 'f xxxXxXxXxxxXxxx % XXXxXxXxxxXxxXxxxxxxXxxX % xxx % xxXX _ ---- PROPERTY LINE X x x X X X X % X X % % X X X X x % X X X X X X x x X % x X X X x X X X X x X X X X X X X X X X xxxxxxx % xxxxx % XxxxxxxxxxxxxxxxxxxXXxxXxxxxxxxxxx % X 10 PROPOSED CONTOUR O BLDG.2(TYPE B) x x x x x x x X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x I FIN.FLR.EL.=23 25' x x x x x x x x x z x x x x x x x x x x x x x x x x x x x x x x x z x x x x x x X x x x x x x x x x - ! � BENCH (TYP.) )( % xXxX % xxx % X % xxxXxXxxxxXxxxx % xxXXxXx xxXXxxxX % xXxX EXISTING CONTOUR VINEYARD VIEW 11 TRASH RECEPTACLE (IYP.) x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X X X x x x x x x x x x x x X x x x x x % X X X x x x X x x x X EXISTING WOOD LINE NORTH ROAD �fi O x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x I - xxXxxxxxxXxXx % XXX X , Xxxxxxxx " XXXXXXX \ PROPOSED CONCRETE CURB TOWN OFSOUTHOLD, N.Y. 11939 - - x x x x x x x x x x x STp GgRD > OPEN SPACE x x x x x x \ o f ® X RFrF RMW FN , 306,117 +/-SF x x x x X X X x X x x x x x x x x x \. O /.yyd, a„' .;. ,.•vim"_:�,...w,;%./, x N�b R x (7.03 ACRES) x x x x x % % PROPOSED DRAINAGE FLUSH w` INLET FLAGPOLE (\Jj �� x x x x x x x x x x x x x x x \ WITH PAD PLAYGROUND x x x x x x x x x x x x x x x x \ s 0 u V 1 x x x x x x x x x x x x x x x x „- ® PROPOSED CATCH BASIN x x x x x x x x x x x x x x x 1-'� x x x x x x x x x x x x x x x x x x x x O ® x y l�O / `, xxxxxxxxxXXxxXxxXxXxxXX O PROPOSED °< ,< ' O 8 ., ` NUMBER OF PARKING STALLS TRASH BLDG.3(TYPE B) BLDG.4(TYPE A) x x x x x x x x x x x x x x x x x x x x x x X x RECEPTACLE NP. LAWN FIN.FLR. FIN.FLR. \ (TYP.) BLDG.6(TYPE D) x x x x x x x x x x x x x % x x x x x x x x x x x t(}* € i �� 23.25' FIN.FLR. x x x x x x x x x x x x x X x x x x x x x x x x x x i 23_25' RAI ADA EL. STORMNGq x x x x x x x x x x x x x x x x x x x x x x x x x x x ((( HANDIC 23_x5' W ❑❑p❑ PROPOSED ADA HANDICAP RAMP H ETENTIf e ONq 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 — — „� ® — SW's XxXxxXXxxxxXxxxXxXXxXXXxxxxx ACCESSIBLE CROSS WALKcon ' x x x x x x x x x x x x x x x x x x x x xxx % x x x x �� QO � xxXxxxX % XxXxxXxXXxXXXx % xxxx FIN. FLR. EL. PROPOSED BUILDING REAL ESTATE DEVELOPMENT,CON5TRVCiION n MANAGEMENT ; � N ® O T i x x x x x x x x x x x x x x % x x x x x x x x x x x x x x x x ` � 0 / FINISHED FLOOR ELEVATION ❑❑�❑ x % x x x x X X X % xxxx % x x z x x x x X x X % x x x X x X x \ ,4=5 (� MA LBO ES MAILBOXES x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x z x e r i i E> PROPOSED ELECTRIC \ I (1)(P•) --�' x x X x x x x x x z x x x x x x x x x x x x x x x x x x x x x x x x x x x x f \k 1--1 ORNAMENTAL O xxxxxxxxxxx % xxxxxxxxx % xxx % xXXXxxxxxxxxxx Fc`7- TRANSFORMER seal ' ❑ ❑ K x x x x x x x x x x x x x x x x x x x x x x x \ BI�E�RACK FENCE (TYP.) • % X xxxx % LIMITS OPEN SPACE \ � _ % ❑ ❑ x x x x x % PROVIDED (TYP.) K X X X X X X X X X X X X X X X X X X X X x x x PROPOSED DRAINAGE SWALE FIN.FLR.EL.=29.0' } ADA \ / Q��O F h�F�� . •� X xxx xxxxxxxxxxxxxxx xxxxxxx % xxx % xxXxxxxX y HANDICAP RAMP BLDG.7(TYPED) x x x x x x x x x x x x x x x x x �( T� / /� X % X X X X % X X X X X X �\ `��ty i.1 G. €' ` i FIN.FLR. x x x x x x x x x x x x x x x x x x x x x x x x Q ✓� �1 O EL._ 3 h RAIN O BIOSWALE I STORMWATER RETENTION AREA SW6 23_25' x x x x x x x x x x x x x x x x \ ! ST YGA DENS �INGAR EN/ x x x x x x x x x x x x x x x x p RETENT10NgRE x x RETENTIONgRRMWATSEy _ x x x x x x x x x x x x x x x � Go85 NI STREET OO \ SW5 q x - x SW/ x x x x x x x x x x x x x x Q) .v TREE, O x x x x x x x x st v E NOTE o x x x x x x x x x x x % x x x i``f, , y \ Q \ x x x x x x x x x x x x x x ` \ } 9 BLDG.5(TYPE A) x x x x x x x x x x x x x x x , ,�- - z-x x x x x x x x x x x x x x x x x p x x x x x x x x x x x x x x x ro ”x x x x x x x x x x x x x x x x x x x x x x x FIN.FLR.FL..=25.15' yr y'" X x x X x % % x X x x X % % % issue )� description 1 3-26-18 ADDED TO SUBMISSION PER cox x x x x x x x x z x z x x x z x x x x x x x x x x x x `�_� \ O T d E 5 � -- X X X X X X x % % % X X X X % X ' R X % % % X .\ X X X % % X % X X % X X X X X X I • \ TOWN REQUEST x x x x XXxxx % % % % % x LIMITS OF OPEN SPACE \ 2 7-19-18 2005 WETLANDS DELINEATION i f / •¢'x x x x x z x x x x x x X X x x x x PROVIDED (TYP.) K x x x x x x x x x x x x x x x x x x x x x x - '°f' X X X % X X X X X % X X X X X X X x X x X X X x x x x x A A w w !< X x % X X % X p ...— Q O © ,�\ X % X X X X X % X X % X X X X X ry U K l ' I' x x-x X� x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x z x x x x z x x x x x x x x x x x x x x x x x x 3 1 1-20-18 REVISED VILLAGE SQUARE -- Z to x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xORArN/ �_� \ x x x x x x xxxxx x x xxxxx \ 4 12-18-18 ADDRESSED 12-17-2018 TOWN NTION TER _ \ O x X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x x x x x x x x x x x x x z x x RETE SANITARY�, % x x x x z z x x x % x x x x x x x x COMMENTS O €;€{ z X x x x x x x x x x x x x x x x x x x x x x z x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SW8 o PUMP \ x x x x x x x x x x x x x x x x x x x O + x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x STATION x x x x x x x x x x x x x x x x x x x x I x x E'SQS�TII1G TIk� x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ' O XA'RAc T('1 12E1APN x x x x x x _ _ x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x \ x x x x x�yplpFy RBeD x x x x x >LIMITS OF 100' WETLANDS x x x x x x x x x x x x x x x ;,x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x , I ta. BUFFER (TYP.) x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x > x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x z / € x x x x x x x x x x x x x x x T. A RAINGq ISSUe date description N L x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x GARDE x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ¢ € x x x x x x x x x x x x x x x x x x x x.x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x z x x x x x x x x x x x x x RETNTIC,SToRMER x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x I x x x x x x x x x x x x x x x x x x x x x x x ENSWNAREA ' 3 x x x x x x x x x x x x x x x z x x x x x x x x x x x x x x x x x x x x x x x x x x x s x x x x x x x x x x x x x x x x x x x x x x x x x x x x x J M ;� , x x x x x x x x x x x x x x x x x x x x x x x , x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x z x x x x x x x x x x x x x x x x x x x x x x x x x z z 00 lz X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x O x x x x x x x x x x x x x x x x x x x x x'x x ' X X OPEN SPACE x x x x x x x x x x x x x x x x x x x x x x x x x x x x � x x 306,117 +/-SFX x x x x x z x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x V x x x x x x X x x x x x x x x x x x x x x x ' x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X I € x x x x x is x x x x x x x x x x x x x x x x (7.03 ACRES) x x x x x x x x x OPEN SPACE x x x x x x x x x x x x x f� x x x x x x x x x A A X x x x x x x x x x x x x x x x x x X x x x x X x x x x % x x X X x x % X X X C I I(a x x x x x x x x x x x x x x x x x x x x x, (7.03 ACRES)x x x x x x x x x x x 3 p x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x z x X x x x x x x x x x x x x x x x x x x x x x x x x x 306,117 +/-SF x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x U c+ x x x x x x x x x x x x x x x x x x x x !n `�i °• 5J� I % x x x x x x x x x x x x x x x % X x X X X x X X % X x X X % X X x x x x x % x X x X % x x x x x x x x X x X X % % X x X X x x x x x x % X x X X x x x x x x x x x x x x x % X x X X x x x x x x x X X X X x x x 'I I X X X % % X % X X X X x X X X X x x x X X x X X % X X X X X x X x X X % X X % X X X X X X X X % % X % X % X x x X % x X x X % x x x x X x x X X x X X % X X X X X X x X x X X x X X % X X % X X % X % X X % X x X % x x X X x x x X x x x x x x x x X X % X X X X X X X X X % % X X X % X % X % X X X % X X n' x x x x x x x x x x x x x x x x x x ' 3 �Cc X X X X X X X x % X X X x x x X x x x X X X x X X x X X X X x x X X x x x X x x x x X x x X X x X X X X X X X X X X X x X X X x X X X X % X X x X X X x X % x C I X X X x X X % X X X x x x x x x x x x x x x X x X x x x x x x x x X x x x x x X x x x X x x x x x x % x x x x x x x x x €. X X % X X X X X X .N ( X X X % % % X X X % X X % X X X % X X X % X % % X X % X % X X X X X X X X % % X X X % % X X X % X X X X X X x X X % X X % X X X Q2 1 x x x x x x x x x x x x ' x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x D ® X X ' ,/� x x x x x x x x x x ° x x z x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x U) I 'Y ° ' ' x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x v I QS xxXXxx title % x x x x % x x x X x x x x x x X x X % x x x % % % % x x x % xxXX % % X X X 1 LL- �� x x x x � � x x x x x x x x x z x x z x x x x x x x x x x x x x % x x x x x x x x x x x x x W xxxXXxxxxxxxX % xxxXxxxXxxx % xxxxxxxxxxxxx 1 (I OPEN SPACE -� o-, xx ,...._._ y.� , ® % xxXXXXXXXXXxXXxxx xxXxxxxxxX % xxXX % xxxx ,•2 o - xxxxxxxxxxxxxxxxxxxxxxxxXXxXxXXx % xxxxxx nog — : x x x x x X x x x X x x % x x x x x x x x " x 'LIMITS OF 100' WETLANDS x x x x w\ �v PLAN / / • `' x x x x x x x x x x x x x x x x x x \„ BUFFER (TYP.) N , ---.� — x x x x x x x x x x x x x x x x x x x : x x x ti N 2,18---- xxxxxxxxxxxxxxxxxxxxxXXXx % xxxxxxx ' 0 �� _� x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x •00 ,_ v ` W �' — x x x x x x x x x x x x x x x x x z x x x x x x x x x x x x x x x x x x x x x x % x x x x x x x x x x x x x x x x x x x x x x x X x x x x x x x x x x x x x x x x x x x X x x o , p 564,5 xXXxxxxxxXXXxXXxxx Q� x x x x x x 'SSS/, \\ e� — — drawn by: LFC REC-E_IVED checked by: CFD Q- \\ � � ' 4JAN 2 5 2019 scale: AS NOTED CL utnoid Town project number: 17106.000 N o OPEN SPACE PLAN Planning Board a SCALE: 1"=50' I0 50 100 sheet number c� Qi ` Feet THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITSO p IN THE RAWNGSEAND/OR THERSON FROM A ACCOMPALTERING NYING ING N O SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION L� 0OF A LICENSED PROFESSIONAL ENGINEER, WHERE 0 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL SD2 N ENGINEER MUST SIGN, SEAL„ DATE AND DESCRIBE THE C r I IL L r DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) 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 occordanrewith§280-9s) NUMBER QUANTITY MIN.LIVABLE MIN. MAX. PARKING PARKING PARCEL SCTM 1000-040.00-03.00-001.000 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 trot interior Interior Perimeter Perimeter I ;'r"� �•':,, ;;;, BY C.W. BOWMAN LAND USE OF PROVIDED AREA REQUIRED LIVABLE LIVABLE REQ'D PROV'D ZONING:HD(HAMLET DENSITY) ''�;*, .:'• r .'? stalls Landscaping Landscaping Landscaping landscaping ,�'•',, ,->__, ^I''1_1'=,, �'1 BIKE SAFETY AS FREQUENTLY AS THE SUFFOLK MONTHS OF A BUS ROUTE BEING IN PLACE. THE BE REVIEWED FOR COMPLIANCE AND APPROVED BY )',; : k,. - ESI„ AFFIRMED BY NYSDEC Required(sO Provided Required(so Provided BEDROOMS (SQ.FT.) AREA AREA TOTAL SITE AREA:17.2 acres(749,232 sf) :''., `;} _ ' -�� �'.: COUNTY DEPARTMENT OF PUBLIC WORKS (SCDPW) DESIGN OF THE BUS SHELTER MUST BE THE PLANNING BOARD PRIOR TO INSTALLATION. (stalls (SO (4'xlot (so 2 = v:.• - LETTIrR 6�20�2018 SUBSTANTIALLY SIMILAR IN APPEARANCE TO THE 24. PARKING FOR RESIDENTS OR VISITORS TO THIS in areasvith perimeter) (280-23 PROVIDED PROVIDED BUILDABLE LAND AS DEFINED PER 280-4:13.3 acres(577,644 sf) (EXCLUDES WETLANDS) _,,,,.Z.,; � ; WILL ALLOW IN THE STRETCH OF CR 48 BETWEEN 100' OFFSET TO 2005 THE SITE'S DRIVEWAY AND MOORE'S LANE' ON BOTH OTHER BUS SHELTERS LOCATED IN THE TOWN. THE DEVELOPMENT IS PERMITTED IN DESIGNATED 20+stalls) ATTACHMENT (SQL FT.) (SQ.FT.) Citation Description I Required Provided `11'Y` , Pq..r - r -"-"-" 1 _- PROPERTY OWNER SHALL MAINTAIN THE BUS PARKING AREAS ONLY. NO PARKING ON COUNTY I 8+101-1 0 167 188x4=7sz 1228 3)' 280 22.A. Permitted Use Multi le Multi le Dwellin =`� WETLAND BUFFER LIMITS SIDES OF THE ROAD. THE DESIGN OF THE SIGNS P P SHELTER. ROAD 48. u 19 0 387 214x4=856 1515 1BR 14 6001 714 794 X1.5=21 20,plus 4 PROPOSED 2005 WETLAND WILL BE IN ACCORDANCE WITH THE SCDPW. III 19 0 158 223x4=892 1703 P Dwellings 22. ALL EXTERIOR LIGHTING ON THE PROPERTY, 25. EACH DWELLING UNIT WILL HAVE AT LEAST ONE landbanked11 /_� N 19 0 226 zszx4=looe 1967 280 23(Attachment 3) Lot size(square feet) 20,000 577,644(13.3 acres)BUFFER LIMITS IN ADDITION, THE TOWN PLANNING BOARD WILL SEND INCLUDING LIGHTING ON THE RESIDENTIAL UNITS, DESIGNATED PARKING SPACE IN THE NEAREST v 19 0 109 228x4=912 1982 2 BR 22 6501 868 973 X2.0=44 43,plus 3 ,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 130x4=s2o 1214 280-23(Attachment 3} Lot width(feet} 75 250+/- 172 OF THE TOWN CODE, AND THE LIGHTING PLAN landbanked (width ofbaildohlefond) PROPERTY LINE MEASURES TO PROVIDE BICYCLE SAFETY ALONG THIS BE DESIGNATED BY PAVEMENT MARKING OR c11BLDe 3 u o 1sa 137x4=s4a 659 3 BR 14 6501 1181 1264 X2.25=31.5 32,plus 3 "- ''" STRETCH OF CR 48, AND IF ADDITIONAL MEASURES OVERFLOW 280 23(Attachment 3) Lot depth(feet) 120 660+/- �. ; ';,_.', .: ., PAGES OF THE APPROVED SITE PLAN. ANY FUTURE SIMILAR. PROPOSED CONTOUR EXTERIOR LIGHT FIXTURES NOT SHOWN ON THE landbanked ^2• : ; f� "lam `7 ' --(ED-- SUCH AS PAVEMENT MARKINGS ARE APPROVED BY 26. LOW-FLOW PLUMBING FIXTURES SHALL BE USED WITHIN Total 1oz, 0 1,4sa 5,488 1o,z9a (depth ofbuildahfe IandJ 3 S PLAN MUST BE REVIEWED FOR Plus COMM. r.,.,, ,/,,,,,,;; „�;.', ,;;, , ;!/i 0 7 280 23(Attachment 3} Front yard(feet) 35 84.4 ;;, THE COUNTY, CONIFER LECHASE CONSTRUCTION WELL APPROVED ITE THE RESIDENTIAL UNITS AND THE COMMUNITY BUILDING 1oL1 / „ --"/ ,'�� EXISTING CONTOUR /,/ - 11 BLDG. - :., �:.17� %�, cc.„„ ( ) Y ( ) / ..- .. ;, :'. . INSTALL THEM IN THE SHOULDER BETWEEN THE SITE ""''" "" Y ;,,, COMPLIANCE AND APPROVED BY THE PLANNING ON THE PROPERTY. 280-23 Attachment 3 Side and feet 15 96.4+ - �. EXISTING WOOD LINE D IVEWAY AND MOORE S LANE. BOARD PRIOR TO INSTALLATION. 280-23(Attachment 3) Both Side yards(feet) 30 375.3+/- PROPOSED GRADING UMTRS � ( PROPERTY LINE (TYP.) TOTAL 50 97 102,plus 10 280-23(Attachment 3) Rear Yard(feet) 35 402.6+/ { ,` _ ( LIMITS OF RAIN /� UNITS L ',I t landbanked 280-23(Attachment 3) Maximum Lot Coverage 25 6.1 PROPOSED CONCRETE CURB � GARDEN 'Per(Vote 2 in 280-23 Attachment 3,one-bedroom units may have 600 s uare eet minimum;minimum / \ � q f (%} (buiklingarea/buildable 1300 Walt Whitman Road, Melville, New York PROPOSED CHAIN LINK FENCE STORMWATER floor area of all units may be reduced up to 200sf for moderate-and/or lower-cost dwellings. land) 11747 RETENTION AREA _ 7 V 'Per 280-137.A,(7)(b)At least 50%of the total number of units proposed must not be larger than 1,200 Phone 631 300 1 01 0 rl(Yl PROPOSED 10' OPEN sPACE PROPOSED Q $ ROP CURBS TO BE INSTALLED ALONG 280-23(Attachment 3) Building Height(feet) 35 21 23.34 ' , square feet livable floor area BUFFER LINE STORMWATER � -- 20 E W LIMITS OF BIOSWALE\ ACCESSIBLE ROUTES (TYPICAL) - LOCATIONS OF 280 23(Attachment 3) Number of stories 2.5 2 PROPOSED DRAINAGE FLUSH INLET < U ALL DROP CURB ARE IDENTIFIED BY 275 wetlands setback 100 110' owner/developer: TREATMENT I / STORMWATER LIMITS bF 10' OPEN TOP/BOTTOM CURB ELEVATIONS INCLUDED IN CONIFER REALY LLC ® PROPOSED CATCH BASIN SYSTEM ! "� RETENTION A¢tEA SPACE (2005) SETBACf �� 280-78C Parking Stall Size 9'x19' 9'x20' ji G DING & DRAINAGE SHEETS D1A-D1 D. REFER 83 E. Main Street,Suite 600, PROPOSED � 1 N w -�- W _// T SHEET S-2 FOR CONSTRUCTION DETAIL 280-107 Building Length 125'max 116'max 4� {{ / Rochester, New York 14604 O NUMBER OF PARKING STALLS ° I � tj I-(LLy Z -' ' 280-107 Building Separation 2x max height 42(2x max height of 3 ' ACCESSIBLE ADA H NDICAP � s 35' 003 - �' $ 21. 21) W W 23'30„ AFFORDABILITY NOTES: 280-107 Accessory Building 20' 20' Site/Civil Consultant PROPOSED ADA HANDICAP O � ti� U 1p6 0 , E Separation ACCESSIBLE CROSS WALK G� 62 �- . Z ^ � Z 0 a. In years 1 through 50, the maximum rents and maximum family ° 30°� 53.0% .. . It J Q 280 137.A.(fi)(Attachment Minimum open Space /, 2 I !� ' : '� `�': /'.'.'` : CO O3 income of tenants shall be in accordance with section 42 of the IRS PROPOSED ADA HANDICAP s�a� A g ;O ! / s 6) 15 39 acre site ((preserved/bufferareo- ---s ACCESSIBLE ROUTE 4�Q� ) ' o ` tr - _ Cr), Z W ,I tax code, or as Section 42 may be amended in the future. Fifty wetlands/buildable land 1 2 :.i ..'. o f O W \ Y Y 1 1 4: L:• r; .. ..t_ ''.. /' Z 0 v: ,� percent of the units shall be affordable and reserved for 280 137.A.(fiJ(Attachment Minimum Buffer(feet), 25' 40.T(minimum) PROPOSED ELECTRIC L .{.. \., TRANSFORMER ti I' _ m LIMITS OF 100' (2005) �O. households earningu to 50% of the U.S. Department of Housing6) 15-39 acre site (100'frum wetlands) �Sl803 �� `, i4 WETLANDS BUFFER OPEN O and Urban Develo ment HUD Area Median Income AMI for 280 137.A.6 Attachment Minimum Open Space 10' 10' PROPOSED ELECTRIC UNE E is IC .. 1 ! \:•..\ '�,'::'. a Z / �., P ( ) ( ) CII P P I . '\.3-, , .__ \ O .1� . '^7' SPACE PROVIDED (TMP.) Nassau and Suffolk Count or the current designatedgeography) 6) Setback(feet) H PROPOSED SITE LIGHT '' '� 2 Y ( g b L. 2b z' I 1.1� t "� �r ` \ 0 280 78D Entrance/Exit Grades Does not Does not exceed 690 WJ . ( �.. and 50% of the units shall be affordable and reserved for ® PROPOSED BOLLARD LIGHT �' oo t-.: .'.1f 1d :.20 I..'.. l .;�' ,� \ households earning up to 60% HUD AMI for Nassau and Suffolk exceed 6`% within 25'of street line L K MCLEAN ASSOCIATES, P.C. 3 1,' within 25'of nor 10%at an .;' ,..'.. : y other PROPOSED WATER LINE a N I•':I •.I` ' Count or the current designatedgeography).Year 1 be ins u on LONG ISLAND, NY c Y( g g P street line nor point . ... I' r j q 2' GRASS STRIP437 SOUTH COUNTRY RD., PROPOSED SANITARY LINE "I �o t•7 . .. .I. .:t.: . �< FOR VEHICLE P occupancy. 10%at any ` receipt of the final certificate of occu ane BROOKHAVEN, NEW YORK 11719 o PROPOSED SANITARY MANHOLE G1TeS?� z a< 117.5 ,.'. BLDG.! * ,'.. i,tz'i :: OVERHANG (TYP.) ° other point Tel: 631.286.8668 h�,3 qi g W:. J .,� h. �- W (TYPE c) �' b. From year 51 on,50%of the units shall be affordable and reserved 280 105 Fence,walls or berm 4' 4'max. PROPOSED GAS UNE Q: ., ` "i ''l BENCH (TYP.) for families earningu to 80%of the HUD Area Median Income for a v_I ^ I .I. \',:.'.,., .. ALL INTERIOR LANDSCAPED P height in feet-frontyard Q 1, O I 1 !'. ''.. �� ISLANDS IN PARKING EAS I-V Nassau and Suffolk County (or the current designated geography) 280-105 Fence,walls or berm 6.5' 3'max.for berms/ PROPOSED TELEPHONE UNE k� W M ! �. ' 4 t4 - \ J ^ I *'t _J:'.'.. o TO RECEIVE MOUNTA CURB in accordance with the same formula used in calculating Section 42 �s r� PROPOSED HEAT PUMP UNITS O 8 Uj w' REFER T SHEET S- FOR DETAIL I\� height in feet-side and retaining walls;No AND CONC. PAD :t ✓.'' ti, --. 0 R rents and income. .- '-• I rearyards perimeter fencing '!�' i t.\ �::,, (TYPICAL) ,� ' �� \_, PROPOSED DRAINAGE SWALE LLn I 126.0 " �, c. The owner or manager of this property will provide updates on the 280 117 Freestanding Outdoor 14 14 VINEYARD VIEW YEUET TO Ex LOWI ;y .�i; / , , PROPOSED STREET TREE Z `--- 9.0 ''£ AMI and utility allowances to the Town Planning Board and Town Lighting Fixtures-height �wN I I r:,' y Y g { Government Liaison e' . %% DUMPSTER in feet above ground ,NORTH ROAD \ d f 0 I LANDBANKED r: S 4•a- © ,/// ' .%;;,,i.'.(TYP.) \111714 I *.n1 (TYP.) !V annually. IeVP.i SURFACE LEGEND: ' `` © 4 ` �r, " / - TOWN OF SOUTHOLD N.Y. 11939 e-.;,, ;/i;,,;.�a2 J t1- 0 PROPOSED ASPHALT �''� .i .;, PAVEMENT 40� y a �4' �` \ I ;. O �J( - CO BUILDING SUMMARY' " LIMITS F 10 1... [,': /.. ;.; o L 0 / t1- � LIMITS OF RAIN \ sz 9 %,; � N ;' OP N SPACE , , ID TYPE NUMBER OF UNITS MAX. MAX. MAX. LIVABLE BUILDING 1' 1 o... i `.i w E O J vc i i O GARDEN PROPOSED CONCRETE3: . 27.0 89.0 (2005) SETBACK 6. ( 1 O STORMWATER NO. LENGTH LENGTH WIDTH AREA SQ AREA sa %`% - - REQ'D PROVIDED (FT.) FT.} (5Q.FT.} "� 'i > - PAD SIDEWALK 24.0 TYP. r ;' y111 ` PAD, i ( ) RETENTION AREA ;,..< ,, t FT. FT. ''� 7 i' ( ) ( } i, . OR PATIO y� IBR 2BR 3BR �l 41 27 6 88 ir., i 1 hC^ 6 2 2 125' 115' S6' 8 7 1 PROPOSED BUILDINGci� BLOG.2 ""�i, 10' X 10' y. ,...„F ` `' _. .., ,., (TYPE B) �_,. LIMTTS OF 100' (2005) \ 2 B 4 4 2 125' 117' S4' 8,996 6,296 ,%.,.,,., ,,,;.�,,,.<. ,;,; ,,,.�. g +51 ALL INTER R LANDSCAPED MAINTENANCE - ', z �` . .\..::.. .�. . ,' ;;. . �' BENCH TMP. ...... s5 :,.,,,, ( ) ISLANDS PAR TNG AREAS I-V SHED WETLANDS BUFFER/ OPEN 3 B 4 4 2 125' 11T 54' 8,996 6,255 �f � li...v, ? u/ PROPOSED LAWN AREA c' P. `) ' "'' TRASH RECEPTACLE TMP. - .. TO RE IVE MO NTABLE CURB - SPACE PROVIDED (TYP.) 4 A 0 4 1 125' 63' 50' 5,028 3,193 �, .I.. . sa REFE TO SHE S-2 FOR DETAIL DUMPSTER A o 4 1 125' 63' 50' 5,028 3,191 I ;,,:. , I ,., , ,, an as, . CAL) ( G� 6 D 0 2 3 125' 74' 50' 5,591 3,730 : tP .':.,, PROPOSED VEGETATED AREA .��' E r :...arEltra ct�a 'O. . DUMPST R � . Dt 0P ter' -I_T „, n•. .28�' .:270 , L pt r i.,,,, ,. �.... L J� 8 DOMM. 74' 2649 �' .' `'a 0 3 125' S0' y' s1 9 L V \,. ! \. ;;i, i ,. .y. d 3 i 1 ! O 23 BLDG. S \ 1 ti .. 1 L NO , F R WAT R ,- 2005 F ESH E PROPOSED RIP RAP �, za ':; `. J S• 1�1 1 ,410,16, / i �i n r� ifer w Pu.fG O MAINT i 00 I O I 0 / //. , .. .......:. WETLANDS BY C W :?yA,�„„ ®i O ,,, O �?% � REAL ESTATE UEYELO EMENT, GKlNSrRUCT10N R MANABEM ENT ��, WITH:,. 1: �.,,.,.,>; a /- 33 O t' SHED :; ,,' 3 PRO OSED STORMWATER � � rr o o PLAY AREA � N, SI„ P � _ I PE METER s . \ ". , 2 ` O' BOWMAN, LAND USE E 3 O IM ,,. . . , 9 WITH PER ET o � / I ,.,.: o sa S AFFIRMED BY NYSDEC OR BIOSWALE PAD / RAIN GARDEN LIMITS OF RAIN . :.: �., .,/,.,. %,, ,.;., F: TOTALS 14 2 . 4 47 957 35332 3 roc. O //, ,�,i.; �.F' � 2 1 r , 0 4 HT. ,.�;:: t .... tI 3ai .,.. o � .r + TTER 2 2018 t.o ,;.,,. \ .., ORNAMENTAL �.,': . LE ' _}^3. =24.0 GARDEN / 6/ O/ 'All dimensions have been rounded up to the nearest whole foot. i - +... r� ,, .r v. Z ;ta \ •o m. STORMWATER z seal PROPOSED CONCRETE r9�::>::;'«::...._ ;. \.ej FENCE '.,.;;,( ;. t 1 . Defined per 280-137.A.(d) a t: 6,.,H 183, ii :,, d ' :..:. ,_ N R i' RETENTION AREA e:r..:.i BLDG.3 V{ Af3� 3 -� %�q ' Per 280137.A. 7 c Tota!building area or the purpose o this section is the cumulative amount o FLATWORK .: r 15.0 \ ( )() q ,f p p f f LAWhI.,. . 2 (TYPEB> r�.. - ,15.0 �, Q` hF' VIE SIGN' W r .» y r , livable lour area as defined Belo al well tai building area does not include clubhouse or �.t w o !dwellings.s.To bu n .'7"'""`'.'> BLDG.4 f f f 9 9 ,,AR.. EA t ^ ��24.0 t P T O `�``i t i o ,, - ' i :'.: PEA P , amenitiesU i F I . ;:•; VILLAGE .':''.. 46` (TY ) \ .' S' I t �' similar structures. 0 J 37' 5 \ YGROUND 1.:;.� 'y r,.'. .;�'o%',ems�.;aai D PLA /. PROPOSE � 0 0 0 I � A 00 RE •� 'SOU , !y ! a 'C- 3 o •9 0 0 .. I AD W KWAY.' De fined er280-4 t1-' f p 8 �r 0 0 0 1 9.5 BLD G.6 f . �, o. ;,'�- a�";, t1- 0 0 0 TILE 0' rr Tlr �t 5 9� S L MAX. •� S TYPE D e 4h. \ ( ):. o ( ) SITE SURFACE BREAKDOWNS 4 H / ,/(CAP " ' L O S' J11 i t: O J f i' /^ j c L 3 5 Percent of '' "'''''"' ' Surfacer a Area .F .� ;:RAM ....:.:'.. ...:..:..:.:.'::'::;:::':'`:`.''' OV 5 A Area 87.5 _ � r ,� _• Total ,4 \ tI 0.• C"> t �t , a � 4 a i' r\ ' 72. n uC71 'Idin-s 0.8 4.7. / B r 1' f Buildings y 1 a, 3 J / s b s .9 11.0 igror '. Im ery u 1 i % 56 �5 :., ALL INTERIOR LANDSCAPED P 3,* AL T S r �`y j„ n/v., ,�1 4 9'.'.' C Pavements L e ISLANDS N PARKING AREAS I V o :. a SLA DS 1 PA AEA 6 t 9' ' > A e .3 1.7% a...- Greenlnfiastludm 0 Ex 30• _ a 47 TO RECEIVE IV MOUNTABLE URB J I SILVER 0 7t1 ' E E E BLE C 9 3 _ � ' A C O...o �. "E,. Natural L1ndlsturbed 1.8 1 5 I / K Para .. . B r- - - LES t ©© IM I I REFER TO SHEETS 2 FOR DETA L g MATCHLINE�� AA o r+Ac �z >�„ b' Areas within I 3� R I , �. r- TYPICAL �.. ,. „ . � . ..,. ::'..;:..,;. � .-.- ":�;��< issued date description CL Developed Area of A + �,; fi7 S2 -f- p d d ,: , I z ' �' �' Site pp�� , ,,,Le": s Viii Y.r,;:; •'� s ,,,,,; ,-o tt e + IRmc� q ,; ,, T Pro used Lawn Area 1.7 9.9° - _ a N 3 1 7-19-18 2005 WETLANDS DELINEATION A 1 N Proposed Trees& 0.1 0.6% COMMUNITY r" -- 10' OPEN SPACE I - 1 2 8-29-18 DRAFT RAIN GARDEN CHANGE PL�ntingBeds CENTER HAN --._._.._...__....._ ..- 2. SETBACK i (� I s '' %5 „W. w -3 0 Area to be 10.5 61.6% ; V !, ,D Rte. !a . LEASING TMP I' 3 9-28-18 PROGRESS PRINT 3 x ) OFFICE c/< ( ) _ U PreSCfVC'd ti -. _ - __-- --- 02 6 Total 17.2 1oo.o9s y 54. - 36.0 7 // li •. 5 4 11-20-18 REVISED VILLAGE SQUARE _ _ - / 55. - �.' LL F BLD .7 k G 7 I -- W 4 . r I I 8 4. �, Total Area to Be 6.6 383% "' ,,:. J55 (TYPE D) Disturbed I. S 12-7-18 ADDRESSED 10-2-2018 2' GRASS STRIP o l .: 11 TREET I a / ..''' FOR VEHICLE O ✓ oy ii SITE PLAN NOTES AND CONDITIONS i , . 6 2-13-18 ADDRESSED TOWN COMMENTS o TREE, ,� . �'...:,. .'..I., 875 y OVERHANG (TYP.) cp 1. BEARINGS ARE REFERENCED TO LIBER 11957 OF SEE \�a ^ r r,-;. XMe,y , \ 1 - CONCRETE WHEEL \, •.._ o;,,,, _ 7 2 18-18 ADDRESSED 12-17-2018 o DEEDS AT PAGE 433. N TE s 10 "I' BLDG.5 15.0 y AVAILABILITY OF PUBLIC STOP (TYP.) c �:.." o,, �V ,,;, ;;. TOWN COMMENTS 2. THIS MAP ASSUMES THE l (TYPE A) - _ rn• ^;;,;;., %.'. ::'':a,.. issued date description SEWER AND WATER FACILITIES. ZONING U rn 'fit .:•,! V.. RE UIREMENTS ARE RECOGNIZED BASED ON THIS �'. cO LIMITS OF BIOSWALE ', �` `n \ Q ( ,% ''_7s, :;';N :'A $ 1-3-19 ADDRESSED 12-21-2018 to 0. a ^ \\' „ ") / °� . 0T ASSUMPTION. / q F 35.0' N / STORMWATER -- 10 OPEN SPACE � TOWN COMMENTS;ADDED 3. SITE MASTER PLAN & BUILDING LAYOUTS FROM I \ : o m E 3 f RETENTION AREA ; I i -\t RMWATER RETENTION , , , LIMITS OF BIOSWALE / STO .I / �- - _ __ rn AREA yI LIMITS OF 10' OPEN SPACE (2005) SETBACK ' WETLANDS LEGEND 3 ! I _ j (TYP.) .\ . . . / I . LIMITS OF RAIN . f / / � / \ / GARDEN: / 33�j:�; _`. "� . y11 �,',y 11 ffl"� /P-1 J _\ \ I I O STORMWATER \�r /,. - - _ ,F' %� 2005 FRSSBY AC.W. . I I. �0, I I I I. C 1 RETENTION AREA - Q� b - - - - - 10\ �'. '1, m,{:.-. "`w WETLAND ) 1 1 . i. '* §.'., BOWMANI, LAND USE ESI„ I I 1. �_� LIMITS OF 100 (2005) WETLANDS BUFFER/ OPEN SPACE „ AFFIRMED BY NYSDEC a 1. I c4 03 1 I ' \ � '� ' m 1 I .�Ze I. I . ( I I / PROVIDED (TYP.) LETTER 6/20/2018 i. \ / I �� I I. I' F n _ 100' OFFSET To 2005 I I II I I �.� - . . . . . . ; I I I t�. , »:,h. -------- WETLAND BUFFER LIMITS I I p I I.I I. .: . I I ♦, ' . 1. PROPOSED 2005 WETLAND - -!- -- XLZ- - -- I' II. ' 1 ( / \\ \ LL ;. 1 �1 1 I ' ( I i'/ t 3 i ' .\`-- / \� 2005 FRESHWATER WETLANDS 1300 Walt Whitman Road, Melville, New York BUFFER LIMITS , 3 > 1 C. �, 1 . . 'I . I' I I I I I .�_ \\ p ; r 96 I A 1 1747 . r BY C.W. BOWMAN, LAND USE _\ Q I . I I I 1 . ' / 2b \ . / W I I1 I. . 1 I . I /., . . \. -/ . ESI„ AFFIRMED BY NYSDEC Phone 631 300 1 01 0 I. I . \ • . . • I. - - LETTER 6/20/2018 W ti 1 I I( I ; / e . . . . f T T owner/developer: W, ' 1 I l I >. ° CONIFER REALM LLC ® PROPERTY UNE a W � 1 1 LI ( �1 d O' , a ° . a 83 E. Main Street,Suite 600, /J� - -s-- PROPOSED CONTOUR 3 " I • z 1 1 1 � - L . ta . . . F - F �_ ' 1 . I 1 I . I . . 11. Rochester, New York 14604 9 - 11 - EXISTING CONTOUR a' I I 1' I . I I. / 11:4 r' $ 1 1 - I I I , �\ %1 /1 Site/Civil Consultant ,_J.��.J EXISTING WOOD LINE N 1 1 . �'. LAWN , . . - - PROPOSED GRADING LIMITS I 1 I I . W m Ln ~ . I I. I I I I' 1 I \ , PROP05ED CONCRETE CURB q �/ I . PROPOSED CHAIN LINK FENCE j3 . I 1 I I I LL I r . • '/. ® \N 151%1. \, 2 GRASS STRIP \ . .(� FOR VEHICLE I 1 ` ' 94 ,r \ OVERHANG TYP. c, ! ;;`,I II I I I I BLDG. 1 1 ( ) ; I ( � rYY1 PROPOSED 10' OPEN SPACE _ 11� • BUFFER UNE y I I `%_.1 I I. 1. ... .� _ '` ( ) ` D `` / \\``-.�/ . . �/ .l l' 1 :I. I. � TYPE C 0 PROPOSED DRAINAGE FLUSH INLET U� I . - \ _ ' .) r_ I z F. o J I / ( LL L K. McLEAN ASSOCIATES, P.C. ® PROPOSED CATCH BASIN � i U \. '. 1' 1 1 1 I � _ 1' I I •1.. \ I BENCH (TYP.) r \\ .�,� X G) PROPOSED a, .. I 1 I \ j > . , \\ ,� NUMBER OF PARKING STALLS - . , , , , , , , , , , , O Q • . I 11. t } .�- LONG ISLAND, NY PROPOSED ADA HANDICAP W (.) O ( 1 I I \ J e .ACCESSIBLE PARKING STALL x 1 \ , / \\\ ' \ _ / 437 SOUTH COUNTRY RD., I i; �� , . . `` 14' \ w' ALL INTERIOR LANDSCAPED eel: 631A 86.8668 YORK 11719 PROPOSED ADA HANDICAP � .I /- I • I ° >. 1. 4 e I, D \ ISLANDS IN PARKING AREAS I-V ACCESSIBLE CROSS WALKI ,I + I ®r 1 • 1 D ° ( To RECEIVE MOUNTABLE CURB - PROPOSED ADA HANDICAP . i� 11 1 O ° . REFER TO- -` ACCESSIBLE ROUTE 3 € \� �' _ _ _ (TYPICAL) SHEET S-2 FOR DETAIL i w < I PROPOSED ELECTRIC I' O " -= � �-- TRANSFORMER 0 y } �� ' ( ('� r \ \ ,, % a. zlpi ?^ten +.,�, r, s. i„. / PROPOSED ELECTRIC LINE ( W �'Yr� Il r, _1111°y"� ° / °� 12s.o' ° ` � / � VINEYARD VIEW � xQ s ;;' s k" t M PROPOSED SITE LIGHT y,,, r r %i L� i I I NORTH ROAD EX LIF- OW ' `', ' ; ucHT. i' %y ' P r';:. L RD >! 9- o ® PROPOSED BO LA rr-: 2 ''% ;;"r,: %': "O 'r w /%r N.Y. 11939 To I / A�g LD VEGETATION SOUTHOLD,vECET y'I W F SOU TOWN s � y ': „,. O INE g WATER t_ ;x PROPOSED I o TREMAIN ` ER k °� 9.0 x / �;. DUMPST /I 'i ..; c / r' / I I I ;. I PROPOSED SANITARY UNE 28.5 `- "" "'i';-p 1. ""� NP, \ ;: 'r TMP. ( ) r ) ,; r r! I 93 I ��. m t r[ i-z. i,r.,,, MANHOLE ITARY /,., • PROPOSED SANr,, ' „ na,;r O1- rye.. 1 ri \ II I'll �P _ NK LA NDBA E \ „ / ; ,, - ''; , ' E "" ,,r.' PROPOSED GAS LIN ✓ i r D ii'.. r r.,, - / ,r,, NE UNE11' o:,,, / ROPOSED TELEPHO } d /, 11 11 d r1' s . ,r, ./r,. ,,; y MP UNRS --- -T T, T %,' /,,.; f.,. ti ♦/' p -' i,j, 4 it PROPOSED HEAT PW II ' T.,- T ..».. �, t yam,.\ t, r AND CONC. PAD0 : / ;i. S r, /s y rii./ r' 005 PACE 2 / I° PENS , 0 F 10 0 ,/ - LIMITS '• :.R 0 �r„ II' / -9 >' l �} i 1 9Lt.' ,, I ,r3;i- \ PROP OSED DRAINAG /. % , \ SETBACK ",,; / 1 ♦ "a r' /, r / „ /, ,� ,,, < ;�X� ,;� y (TMP.) ��, , � � �. 0 1 . � . . . PROPOSED STREET TREEI � . �. rr' G "rli,�i „� PR i, v i v .,,/rr/�. 1 - I . I 1 1: 1 . . . . � � ","",i _ ,� 6 ";, ,� - 1 %;;y ;/- O i,. B �/r r II �1111111 ;> 1 %y. F r I II 11 ' / N - . 7.0 ... y ,r 4-1 F I I 1 %,z 2 „' i r. r:. i. r , II . 1 / # ,. , 89.0' ,h „ . . . . . . . . t . ,19 . . .r..0 ;.„,. r /Y, /,/ra ;/ ,; 6. . , ti, ,,,11;111, r;..,, .,";, Coni e r(,�" , L - - J _ _ - - - I . . 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G G' . . 1�1 /,, I t lr /. \ a " - , W . , 1 7-19-18 2005 WETLANDS DELINEATION Nf1. I. , , . I `"^A' '"'-'' `gip 1 r a� SED CO NCRETE W may„ 4$$ PROPO /. \ - ARE VILLAGE U REVISED ILLAG P 5 11-20 18 RE IS Q €p J F O \. i� ✓ DUMPSTER SIDEWALK r ;� , , r in - ,,, ,,, ,,, - ,,,,, PAD -. '` a - LL I , r' L. 11 , C f F F P TMP. ''/ L7 _,"', -1 0 ( - -1 ADDRESSED 10-2-2018 I I 3 12 7 8 OR111�/ PATI O ;1 tr=- 6.0 1 $9 / LL �, .. \ T 0 d 'OPENING ✓ COMMENTS S 4 ;;- WN COMMENTS ADDRESSED TO '°`^�.., - 8 ADD S >'' 12131 I e 4 U N i' Q:/', moi'%'�' /0 TMP. DI G w 13 IL N PROPOSED BU _ _ ) ROP _ P . I111 T Q r,,, T I � X r-- --T T T T U / 1 TOWN "�' �r.- D 12-17-20 8 - - 5 ADDRESSED /: 0 :i - /.. / / V_ '''%n Wim, �' I %ic ��' , d /,. r / y.. /o i- 1. 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ITS UNDER E SPECIFICATIONS, UNLESS O 1 SPECIE C 9I. r `" ` „,, O ERE i,.wrr,.-wxL(N�,M_+�•. 3wyrr ,r„ F 3 �. -» a OF A LICENSED PROFESSIONAL ENGINEER, WH �m N ,; ,. ,, , „ / 9, r , , PROFESSIONAL �� w ,r, i '-- ADE THE PROFESSO L /_,: H ALTERATIONS ARE M �, SUC L /r-. �r R .0 r , 1 A E X. 36 SILVE , /, .,�„/„,.,,.., RISE r :'//�„y„ ATE AND DESCRIBE Y �, SIGN, SEA D vi O ri', MUST S G ,i.,. .,., it ', .i,; •,r, .. , I i _ 1 y -,�,' TION 0 THE ,. ,;,,.,. :;., , r,,:,. .:. ,.,,:. , -'ra F H ALTERA N ;y,,, yA,: NT 0 T E ,,,,,,,,,,,,, LL EXTE MAPLE r . 1' r ,..,, ,;,,,, THE FU N e-0 S1 . I �\ ;'�. �;,,>,,,,/4,.:.,:,:,,,,,,,, .`i,,,,,,�,/r.r„ OR IN THE SPECIFICATION I T/ / ..... I�- Q���nlni MATCHLINE A-A DRAWING AND, (NYS ED. LAW SECTION 7209-2) 0 / . T 106 WETLANDS LEGEND I D7 y , 2005 FRESHWATER WETLANDS \ / BY C.W. BOWMAN, LAND USE ESI„ AFFIRMED BY NYSDEC „E y 0 / LETTER 6/20/2018 100' OFFSET TO 2005 --- ---�— WETLAND .BUFFER LIMITS \ o PROPOSED ITS WETLAND f BUFFER LIMITS / 1300 Walt Whitman Road, Melville, New York 11747 Phone 631 300 1010 —� PROPERTY LINE � / \\ CONIFER REALY LLC �- PROPOSED CONTOUR 83 E. Main 600, Rochester, New tYo k Suite4604 — — EXISTING CONTOUR EXISTING WOOD UNE PROPOSED GRADING LIMITS Site/Civil Consultant PROPOSED CONCRETE CURB PROPOSED CHAIN LINK FENCE \ =y r'YYl PROPOSED 10' OPEN SPACE BUFFER UNE G PROPOSED DRAINAGE FLUSH INLET PROPOSED CATCH BASIN ILL PROPOSED \ OO NUMBER OF PARKING STALLS L K. MCLEAN ASSOCIATES, P.C. PROPOSED ADA HANDICAP \ LONG ISLAND, NY ACCESSIBLE PARKING STALL \ 437 SOUTH COUNTRY RD., PROPOSED ADA HANDICAP / ACCESSIBLE CROSS WALK' \ BROOKHAVEN, NEW YORK 11719 PROPOSED ADA HANDICAP , I Tel: 631.286.8668 ACCESSIBLE ROUTE% PROPOSED / TRANSFORMER ELECTRIC PROPOSED ELECTRIC LINE \ I I \ �•► PROPOSED SITE LIGHT / i I \ \/j VINEYARD VIEW ® PROPOSED BOLLARD LIGHT I / /� NORTH ROAD PROPOSED WATER LINE TOWN OF SOUTHOLD, N.Y. 11939 PROPOSED SANITARY LINE I o PROPOSED SANITARY MANHOLE i I 2005 FRESHWATER WETLANDS BY C.W. PROPOSED GAS LINE - "•"' PROPOSED TELEPHONE LINE \\ /i BOWMAN, LAND USE ESI„ AFFIRMED BY NYSDEC LETTER 6/20/2018 l / �p t� PROPOSED HEAT PUMP UNITS r;,;:• ,< . AND CONC. PAD PROPOSED DRAINAGE SWALE (D PROPOSED STREET TREE LIMITS OF RAIN • GARDEN / n � �� w STORMWATER .':. f e RETENTION AREA REAL ESTATE OEVELOTMENY,CONSTRUCTION a MANAGEMENT 00 seal —\ C''\Q ��',D G.OA. f9 10' x 10' tp • r_ � I��1L1 f-- MAINTENANCE J o c , cl issued date descriptionM 0- E— LIMITS OF 100 (2005) 1 < WETLAND DELINEATION SURFACE LEGEND: 1 7-19-18 2005 WETLANDS DELINEATION +� (BY C.W. BOWMAN - 2 12-7-18 ADDRESSED 10-2-2018 PROPOSED ASPHALT DUMPSTER LAND USE ECOLOGICAL COMMENTS �I PAVEMENT (TYP a SERVICES, INC.) 3 12-13-18 ADDRESSED TOWN COMMENTS 0 85' �I PROPOSED CONCRETE �� \, 4 12-t8-18 ADDRESSED 12-17-2018 TOWN U- PAD, SIDEWALK COMMENTS 1 = O R PATIO 0 O `� O PROPOSED BUILDING �� so PROPOSED LAWN AREA T - o� issued date description PROPOSED VEGETATED AREA 3 y GARDEN / STORMWATER ° ;,r,,,;.., ;,.•, - RETENTION AREAI t� PROPOSED RIP-RAPS4 yJ F i` PROPOSED STORMWATER v 1 ! ALE , OR BIOSW ,. T � a-a . DEN ,. T T _ RAIN GAR r �. 41 0 24.0 U / a PROPOSED CONCRETE ; 66 r `� FLATWORK r" ` "% a� 1. I e O/r : ff 15.0 e y �- a, title y a: ;O �c BLDG. 4 m rn V� r!r (TYPE A I Y / SITELL ,. v '89.5' ' BLDG. 6 „w D B _ PLAN TYPE D) 2•.. N A 1 015 , ALL INTERIOR LANDSCAPED w ISLANDS IN PARKING AREAS I-V' E- \ 41 ?';. %/ %;, 2 TO RECEIVE MOUNTABLE CURB - 0 v PLAN I` i -: FER SHEET S-2 FOR DETAIL drawn by: LMY 72 �� 0- e .` ,r•: <' AL TYPIC I — 9 .. ., 0- (TYPICAL) � ���. i. 4° E® CFD i' __. _ checked b AN AS NOTED — J 5 �� scale: I. 2 2 9 6 7, a L_ - f' 1' I _ 1 I 5 out 1 6.000 od 17 0 ,, , Town I r• 1 n mbe . S ro'ect u r ,.,i p 1 S 1 A vyNr'%� '�, �-=�� �;�: ,,,�;' �, <.; � Planning Board a „ 1 ,;„ 9 N O u N 0. I 7 c ,; •� sheet number o a� >; E- W OF THE STATE OF NEW YORK `-%• EDUCATION LA C.7 THE E PROHIBITS ANY PERSON FROM ALTERING ANYTHING . G rr. -•-. ��, ..•,'„„,,,„„,�: - _�...,•..�..., ?-µ-.�._.....,._---;; 0 20 IN THE DRAWINGS AND/OR THE ACCOMPANYING 0 O �-"' "°"> °%-%', .. %<�;, Feet SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION O ,, r N O ,,.;.,:.,. <•: >•:., ,.,.;,,, -.,,. "-;,� ;r,'..=.' .. SIONAL ENGINEER, WHERE ,,, '�� p � F OF A LICENSED PROFES O _ 1 i 11 A THE PROFESSIONAL SUCH ALTERATIONS ARE MADE, - S S1 B SCALE:ALE: 1 —20 RIB A AN DESCRIBE ;r, �'• SIGN, SEA �+ L DTE D ENGINEER MUST S (fl ENG NE } T � S1 -C .PAR KIN 1 p+ F;,, <.,�,�,u,,,,H,,� NON THE S /1W rv,, ALTERATION,, ;r� OF THE ,,. ,,,, i'- FU EXTENT ';,�,/ ,r v ,. THE LL N •- DRAWING AND/OR IN THE SPECIFICATION MATCHLINE A-A (NYS ED. LAW SECTION 7209-2) v / I WETLANDS LEGEND 2005 FRESHWATER WETLANDS BY C.W. BOWMAN, LAND USE ESI„ AFFIRMED BY NYSDEC2. LETTER 6/20/2018 100' OFFSET TO 2005 WETLAND BUFFER LIMITS PROPOSED 200 5 WETLAND / TRAH R i 49.BUF ER LIMITS I i s 1 e Ka , ' ' � 1300 Walt Whitman Road, Melville, New York 11747 a s S2 ' . TWD IX.30 SR.VEii \ �;`., O PROPERTY LINE 3 TO REMAK SMP BIKE RACKS. r I1 +—� _ _ — _1 M A C H L N E A—A � Phone 631 300 1010 PUMP r PROPOSED CONTOUR HOUSE + owner/developer CONIFER REALY LLC 4 „ ;. . o ' IRRIGA ON WELL _ — CONTOUR Suite 600 (STING in Street S 1 tf 4 O I ...�.�..�. r. r / L 14 E . RIXIsnNc WOOD LINE N u r , �3 , Rochester,r New York 60 VLi PROPOSED GRADING LIMITS r 3 o � I P' R MAIN. ...,,.. O Site/Civil ConsultantMAPLE T PROPOSED CONCRETE a PROPOSED CHAIN LINK FENCE ,., '.. rv. M1PROPOSED 10' OPE PACE r r.„ , / F R LINE BUF E COMMUNITY ° ED DRAINAGE FLUSH INLET r `-- s """"" ' PROPOS e s a '--r«« a A l kl �y ; _ CENTER & S2 PROPOSED CATCH BASIN T _ PROPOSED 4 LEASING T' J OO NUMBER OF PARKING STALLS — • SA REWD RPZ Wy �-v OFFICE PROPOSED ADA HANDICAP .,-T— � 1 �, ..---- '..^^„'-«f•$--'.-.-..-,,-"'.-_.s�.^.._'�. ^^5 .: ^^^—,�•.:^^^–s` ---��'.....'".n"'IC"'"^^w' "�"� I �- .. I I L K McLEAN A � s' P.C. ACCESSIBLE PARKING STALL OA, LONG ISLAND, NY PROPOSED ADA HANDICAP VIM O ACCESSIBLE CROSS WALK — \\. ' I 437 SOUTH COUNT RY RD.,57O " _ BROOKHAVEN, NEW YORK 11719 PROPOSED ADA HANDICAP Tei: 631.286.8668 ACCESSIBLE ROUTE 55 _ — — — - - _ - PROPOSED ELECTRIC TRANSFORMER /5-5b / PROPOSED ELECTRIC LINE £ �► PROPOSED SITE LIGHT ® PROPOSED BOLLARD LIGHT PROPOSED WATER LINE VINEYARD VIEW NORTH ROAD PROPOSED SANITARY UNE (t / \ I ( TOWN OF SOUTHOLD, N.Y. 11939 O PROPOSED SANITARY MANHOLE (`//) 1 / PROPOSED GAS LINE ��_�� `•� � \ 54 '��, ' � � CONCRETE WHEEL STOP TYP. \\ I PROPOSED TELEPHONE (LINE } I' \ ✓v' oy PROPOSED HEAT PUMP UNITS AND CONC. PADA1 \ PROPOSED DRAINAGE SWALE LIMITS OF 100 (2005) PROPOSED STREET TREE WETLAND DELINEATION STREET TREE. SEE (BY C.W. BOWMAN ..... ff r, NOTE 10ECOLOGICAL \ ..\ ,,. LAND USE ECOLOGICAL // / SERVICES, INC.) \' \ . LIMITS OF RAIN \ �. GARDEN / STORMWATER \. ,� . ■ D. I LIMITS OF BIOSWALE / STORMWATER RETENTION RETENTION AREA A; p; . AREA c o n i f e I u REAL ESTATE OEYFlO YMENY,CON T tlC ION#MANAGEMENT � LIMITS OF RAIN GARDEN / STORMWATER seal RETENTION AREA NElY r W C-) ��` D/', Z � * z r 56C85 o I--- cl issued date description III1 7-19-18 2005 WETLANDS DELINEATION 000I �_ SURFACE LEGEND: I EXISTIN TREED 2 12-7-18 ADDRESSED 10-2-2018 PROPOSED ASPHALT IN AREA TO REMAIN / COMMENTS TURB N III 2005 FRESHWATER 3 12-13-18 ADDRESSED TOWN COMMENTS LI-I PAVEMENT A T o ' WETLANDS BY C.W. 0 PROPOSED CONCRETE a BOWMAN, LAND USE ESI„ 4 12-18-18 COMMEND 12-17-2018 TOWN TS I� AFFIRMED BY NYSDEC PAD, �I OR PAT OEWALK a / I I LETTER 6/20/2018 1 O u O ly / 0 PROPOSED BUILDING c0 EX. ASSAFRAS GROVE / O issued date description PROPOSED LAWN AREA TO REMAIN cn / PROPOSED VEGETATED AREA 3 " v I EX. BLACK LOCUST o PROPOSED RIP—RAP GROVE To REMAIN / \ 41 f 1 o � PROPOSED STORMWATER ; c RAIN GARDEN OR BIOSWALE 0 j PROPOSED CONCRETE ., d a FLATWORK a I LL_ / I � � rn 35' SETBACK LIMITS FROM �\ (D PROPERTY LINE / title I i I I EX. SASSAFRAS (WEST SITE I I x GROVE TO REMAIN PLA N I v a 0 20 40 Feet PLAN KEY -v SCALE: 1 =20 drawn by: LMY Q. RECEIVED checked by: CFD a JAN 2 5 2019 scale: AS NOTED ° S1 -B E CL S 1 -A Souffi6-1d–row n project number: 17106.000 o-+, Planning Board L_ N0 o c sheet number a� I THE EDUCATION LAW OF THE STATE OF NEW YORK Cn u PROHIBITS ANY PERSON FROM ALTERING IN THE DRAWINGS AND/OR THE ACCOMPANYING AN O 04 SPECIFICATIONS, SUCH ALTERATIONS 0 OF A LICENSED DARE SMADE, THE ENGINEER.IONAL PROFESSIONAL SPECIFICATIONS, UNLESS ITS UNDER THE DIRECT( M O S 1 -C S THE FULL EXTENT OF THE ALTERATION ON THE V f _ ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) v / MATCHLINE A-A 5 ., �r , r N D v. , r WETLANDS LEGE. „ ' a:. E• +1 1 •0 '-i G .—_ - 2005 FRESHWATER WAT ER WETLANDS I r ' , %i. T ND USE T T' N LA T' W BY C.W. BOWMAN, T ESI„ AFFIRMED BY NYSDEC ___ -•----•�`”" �' _ 7, A q .a , yy 7 ar< i 18 0 L ETTE R 6 2 0 2A. fa �•.� SETBACK CES --` . L I SPA PEN 10 0 ' ,y T ('s ) FSET TO 2005 .,:, ,...,.. 100, „ TVP. A / , ,•v , v„ WETLAND BUFFER LIMITS ,.., .. .';.. . A AIS _. PROPOSED 2005 WETLA D T T , / I / T` ; , ;;.r,,% r y e ` F I ' 1300 Walt Whitman , Melville New YorBUFFER LIMITS k I S 11747 y Phone 631 300 1010 �.. S13owner/developer: F P . .' • �q,,,;,, � � ° "','•:,. " / ` CONIFER FER RE ALY LLCBLDG. 7 2 GRASS STRIP FOR VEHICLE PROPERTY LINE OVERHANG 83 E. Main Street,Su ite 600 TVP.) (TYPE D New York 1460 4 PROPOSED CONTOUR Rochest EXISTING CONTOUR EXISTING WOOD LINE ffi � , Site/Civil Consultant �. GRADING LIMITS PROPOSEDUP PROPOSED CONCRETE CURB PROPOSED CHAIN LINK FENCE 0' OPEN SPACE i + ';,.,,; _ rYY1 PROPOSED 1 C?-�: \ " 1 5.0' BUFFER LINE p PROPOSED D D RAI NAGE FLUSH INLET ® PROPOSED CATCH BASIN BLDG. 5 � o ��,,;� ��. ,, °,•, . rn L K. MCLEAN ASSOCIATES, P.C. PROPOSED r' (TYPE A ; O NUMBER OF PARKING STALLS A7 LONG ISLAND, NY PROPOSED ADA HANDICAP 1 e7 ACCESSIBLE PARKING STALL \i € YORK 11719 ,;v � i p o�. 437 SOUTH COUNTRY R 8e 00 31.286.86 8 PROPOSED ADA HANDICAP, '}' f y; % ,• TrM ACCESSIBLE CROSS WALK /t ' 2005 FRESHWATER WETLANDS BY PROPOSED ADA HANDICAP \ v //,. •a i- O / --i> --F,,,' C.W. BOWMAN, LAND USE ESI ACCESSIBLE ROUTE W a::u CIP . - ,,,•,�_tea _ _ _ \ NYSDEC LETTER PROPOSED ELECTRIC .T < " �"" "�'' Y _ AFFIRMED BY TRANSFORMER T . T . 'a 0) ,:': 6/20/2018 �i 20.0 PROPOSED ELECTRIC UNE \ — ; VINEYARD VIEW H PROPOSED SITE LIGHT R AD L. NORTH O PROPOSED BOLLARD LIGHT - - - - — — �y i r ,.- TOWN WN OF SOUT OLD , N.Y. 11939 WATER LINE PROPOSED ,; 'z '.,., w,r ,,;/ • PROPOSED SANITARY LINE PROVIDED \ '. 10' OPEN SPACE SETBACK (TVP.) M 8 2 GRASS STRIP 0 PROPOSED OSEDSANITA SANITARY MANHOLE W � FORVEHICLE i, - PROPOSED GAS LINE , OVERHANG (TVP.) ,.y PHONE LINE PROPOSED TELE � 1 � • PROPOSED HEAT PUMP UNITS W _ p �a to 1' 82 �SA AND CONC. PAD " PUMP PROPOSED DRAINAGE 5WALE z , _ •: STATION F/77757"'Zi PROPOSED STREET TREE y \ „` „ U F— o� - conifer", .- REAL ESTATE DEVELOPMENT,C0N6T2DCt10N A MANAGEMENT V . $6 \ DUMPSTER \• (TYP.) \ \ seal C_ LIMITS OF 100' (2005) \ WETLAND DELINEATION (BY C.W. BOWMAN LAND USE ECOLOGICAL SERVICES, INC.) LIMITS OF 100' (2005) SpA,��. �,���.• WET (BY C.W.ND BOWMANTION — issued date description v a- LIMITS OF RAIN LAND USE ECOLOGICAL 1 7-19-18 2005 WETLANDS DELINEATION I GARDEN / SERVICES, INC.) 2 12-7-18 ADDRESSED 10-2-2018 W STORMWATER COMMENTS Vn RETENTION AREA 3 12-13-18 ADDRESSED TOWN COMMENTS Ii) SURFACE LEGEND: 4 12-18-18 ADDRESSED 12-17-2018 TOWN 0 PROPOSED ASPHALT —" LSI PAVEMENT ] COMMENTS LL_ 0I PROPOSED CONCRETE O PAD, SIDEWALK p LIMITS OF RAIN GARDEN / STORMWATER oOR PATIO RETENTION AREA o III — _ issued date description � O PROPOSED BUILDING \ I / Cn PROPOSED LAWN AREA •3 I I� // 0 PROPOSED VEGETATED AREA I /� 4-1 v PROPOSED RIP--RAP 2005 FRESHWATER \ 4-1 WETLANDS BY C.W. QPROPOSED STOR.MWATER I I I� BOWMAN, LAND USE ESI„ RAIN GARDEN OR BIOSWALE / AFFIRMED BY NYSDEC PROPOSED CONCRETE LETTER 6/20/2018 FLATWORK 1 rn / .N as � title / (SOUTH ) SITE LL. PLAN 0 -v 0 4 PLAN KEY 0 20 40 drawn by: LMY a Feet Q SCALE: 1" =20 checked by: CFD >, scale: AS NOTED o project number: 17106.000 oE S1 -A a. N oC ET` ,E� sheet number j \,/ O C N ------ YORK THE I L_ PROHIBITS ANY PERSON FROM ALTERING ANYTHIN v G THE DRAWINGS GS AND/ORION LAW OF HTHETACCOMPANATE OF YING JAN 2 5 2019 N SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION O SUCH ALTERATIONS DARE SIMADE, THE ENGINEER,ONAL PROFESSIONAL o Southold Town SI -D N OENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE S1 -D Panning Board THE FULL EXTENT OF THE ALTERATION ON THE S1 -C DRAWING AND/OR IN THE SPECIFICATION N (NYS ED. LAW SECTION 7209-2) is 777 7-77177 Surface mounted In-ground mounted 14 29Y8 po III 59Y2 p0 J" ROUND DEFORMED 1"0 ANCHOR ,PIN 738 mm 1511 mm P AV E M E N T f S U R FACE SCHEDULE REBAR (3 REQUIRED) SLEEVE (TYP.) we -o„ 4" 1" SYMBOL SECTION/DESCRIPTION REMARKS g ° d 311/ pro f. e a •' ° 801 mm ,. I „ 491/8 p© 1i" TYPE 6 ASPHALT PAVEMENT t�10 -•-1 IL-10 -�}^-1 -9 —x{--101 -9 —x{--10 -�-) 1248 mm 2J" TYPE 3 ASPHALT PAVEMENT PROPOSED 1300 Walt Whitman Road, Melville, New York SECTION ELEVATION PAVEMENT 11747 NOTE: �00�00�00�00�0 6" (MIN.) RCA (ON-SITE ROADWAYS Phone 631 300 1010 INSTALL EACH WITH 2-#8 REBAR AT — o o o 0 0 & PARKING AREAS) A 3'-0" BURIAL AND TOP FLUSH _ owner/developer: _ I I I I COMPACTED SUBGRADE CONIFER REALY LLC WITH TOP OF WHEEL STOP. ANCHOR TO CONCRETE PAD 83 E. Main Street,Suite 600, IIIIIIIIIIIIIIII I i Rochester, New York 14604 CONCRETE WHEEL STOP DETAIL N.T.S. TYPICAL PARK BENCH DETAIL :;Y Site/Civil Consultant 11" TYPE 6 ASPHALT PAVEMENT N.T.S. 44" TYPE 3 ASPHALT PAVEMENT (2 LIFTS) PROPOSED ASPHALT O.C. MAX. PAVEMENT 6 MIN. RCA (CR-48 ROADWAY " ( ) REVOLVING CAST ALUMINUM ° _ ° O o O O O O PAVEMENT) L K. MCLEAN ASSOCIATES, P.C. TRUCK W/ ONE (1) 2%' DIA. SHEAVE THAT ROTATES o o COMPACTED SUBGRADE ON A Y2" DIA. S.S. BALL IIIIII—III—III—III—III 437LONGSOUTHISLAN COUNTRY RD., BEARINGS MOUNTED ON AN ALUM. SPINDLE �'`'�'°`'� BRoOKHAVEN, NEW YORK 11719 y Tel: 631.286.8668 SEED AS SPECIFIED GRASSED AREA y y 3"(MIN.) DEPTH OF TOPSOIL (ALL DISTURBED :.:. .::.. ......., SURFACES NOT ONE (1) #10-!Y16" DIA. W W OTHERWISE PAVED VINEYARD VIEW WHITE POLYPROPYLENE COMPACTED SUBGRADE HALYARD �j I— I —I ( —I I— ( I OR PLANTED) NORTH ROAD �. I—III—III—III—IIIIIII y W TOWN OF SOUTHOLD, N.Y. 11939 TWO (2) 3Y2" BRONZE CHROME PLATED SWIVEL TYPE SNAPHOOKS a BROOM FINISH, STEEL TROWEL EDGE a (UNLESS OTHERWISE NOTED) = 1117 01111 x x is x 4" 3000 PSI CONCRETE ALUMINUM ASTM 8241 —x a ( ) CONCRETE PADS CONE TAPERED ALLOY W/ 6" x 6" 6/6 WIRE MESH ( 6063-T6 SEAMLESS FLAG ° 2" — — — AT MID-DEPTH & SIDEWALKS �� .— I — I POLE W A POLISHED o SATIN BRUSH FINISH a IIII—III—III IIIIIII a COMPACTED SUBGRADE _ Q In cobJ 4 BROOM FINISH, STEEL TROWEL EDGE a (UNLESS OTHERWISE NOTED) _ conifers . � z x x,�`� x d . a 6" (3000 PSI) CONCRETE 11�' PROPOSED CONCRETE FOOTING __ W/ 6 x 6 6/6 WIRE MESH CONCRETE tEAI E5fA1E DEYF1OtMENi,CONSTRUCTION d 1AANA®EMENT inI.s: AT MID-DEPTH SIDEWALK RAMPS I —II — a a IIIIIIII I ( III—IIII COMPACTED SUBGRADE seal PLANTED 4 I . ONE (1) 9 CAST s i ISLAND `�,0� N EGA y " 1� I� .{ r LPARKING OR ALUMINUM CLEAT MOUNTED �f ` 1..=J�:'.. (SEE ROADWAY AREA Q Uq,.,D G.D/ O,P 2-9fi6 S.S. FLATHEAD ' . PLAN) (SEE PLAN) MACHINE SCREWS rn Q P. TYP. I. 3 r- r v " 0 � PICKET DETAILS " = �ORNAMENTAL STEEL 1 I o 3 HEIGHT MOUNTABLE 1" Fpa ���83 _T _U I- FIN. GRADE N.T.S. CURB AS DETAILED 2" B.C. (BOTTOM OF CURB) Ic R-J" LIQUID AC JOINT p o issued date description 5 CURB TRANSITION _ + 1 11-20-18 REMOVED PAVING DETAIL � �, �..., � (SEE SITE PLAN) 6 HEIGHT CONCRETE _— — 14TYPE 6 CURB AS DETAILED I I 6 ASPHALT PAVEMENT -Y4"0 ANCHOR BOLT 18 2 12-17-18 ADDRESSED TOWN COMMENTS SEE POLE TABLE #50 BAR CONTINUOUS Ul BETWEEN JOINTS 3" CONC. FOOTING L L` FLAG POLE FLAG POLE BASE BOLT BOLT o o CONCRETE TO BE 4,000 6 RCA HEIGHT DIAMETER PLATE SPACING LENGTH TYPICAL PLAN 0 F a o oO�o 0 I � 25' 6" 11�" 6�'4" 20" � ° ° P.S.I. AT 28 DAYS. PROVIDE d OJ — EXPANSION JOINTS AT 20'-0" " MOUNTABLE CURB AT O.C. (MAX.) WITH 1/2" o BITUMINOUS JOINTS FLAGPOLE DETAIL — — — — — ISLAND IN PARKING AREA issued date description N.T.S. ON TES: N.T.S. 1 — 6 1. CONCRETE SHALL BE A MONOLITHIC POUR AND TO BE CURED IN 14 DAYS (MINIMUM) BEFORE ROADWAY PAVING c 3 -30 2 16314 CAN BEGIN. 2. MAINTAIN GUTTER GRADE RELATIONSHIP TO (� OF ROAD. o SEE STANDARD ROAD SECTION. CONCRETE CURB DETAIL U ° O v 0 0 V ® 1® R=1„ ® 11 "-•- B.C. (BOTTOM OF CURB) LL_ 4" BITUMINOUS SEALER ® 02 SEE C(n24" 2" 1 » ° ° PLAN 1 " 14" TYPE 6 j I ® ° e ° °o FASPHALT PAVEMENT / � title V o 13 48 " 15„ a li q- BINDER COURSE +' R 10.25„ ® ® 14 CONCRETE TO BE 4,000 P.S.I. AT 28 DAYS. ° SITE DETAILS 1 ® 15 3 �� PROVIDE EXPANSION O O O 6” CA " WEEP6 2 �4 JOINTS AT 20'-0" O.C. HOLE 16 36" BITAUMINOUS JOINTS T 4 ° MIN. 1.9" O.D. O ® " 0 0 NOTES: �-"-8 --I PIPE, " THICK ® Ol 1. CONCRETE SHALL BE A MONOLITHIC POUR AND TO BE CURED IN 14 DAYS 10 4 (MIN) X 36 ° ° (MINIMUM) BEFORE ROADWAY PAVING CAN BEGIN. DEEP POURED n CONCRETE BASE OR ° ° MOUNTABLE CONCRETE � CONCRETE SLAB r drawn by: BR CURB DETAIL I checked by: CFD N.T.S. LA o � 3N 2 5 2019 scale: AS NOTED E CL 0 ° _ _ project number: 17106.000 Q' 6 Southold Town N 0 ° Planning Board NOTES: o a 17 3/8" WEEP HOLE (TYP. EACH END) sheet number ALIGN WITH INSIDE 1 . MAILBOX SHALL BE SALSBURY 3300 SERIES THE EDUCATION LAW OF THE STATE OF NEW YORK OPENING OF PIPE PROHIBITS ANY PERSON FROM ALTERING ANYTHING 0 o CLUSTER BOX UNITS OR APPROVED EQUAL. BIKE RACK DETAIL 2. MAILBOX SHALL BE GROUND MOUNTED. IN THE DRAWINGS AND/OR THE ACCOMPANYING 04 0 SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION ^ //� OF A LICENSED PROFESSIONAL ENGINEER, WHERE \Jf.J N � N.T.S. TYPICAL MAILBOX DETAIL SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL DRAWINGRMUST AND/OR SIGN,NTHE SPECT ICATION DESCRIBE � � N.T.S. THE FULL EXTENT OF THE ALTERATION ON THE (NYS ED. LAW SECTION 7209-2) - I I . I - . 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I ,11_.,, I , 0) (SEE PLANS) q % 'l L­�',��_�'l"�t L ­7�,:",� :t ,,"" `�":�' "�­' PLANS) 11 ,:,� ,-�"'.��,"i -',;,','�`� I ,��! I,- I"I" "" , , -, , ,­,", - ;'r',�. ,,�V":I,. (TYP.) It . "';1 ,,,,� , . ;;:� " -.1- I , . . _.� �, ­�� 11.;� I :" ";�,�'�,-,'. " ,�", ­.- 1, , �" .S1 . CORE DRILL I 1 . ", 1, " 1, ;��:,, "'i"',"'., 0 GRADE #4 0 12" O.C. 00 BOTTOM OF �� ,`,�',,,_�,;,' , .. " ,1� � , ­ :�,',,,,,,, Z'"",'�­'_ I 't, Zxt��',I _0 - I SUBGRADE STE � I .- � �i":" 11 ��I -��­,,,,­ � --, , ,,',-,,­,1�,." ,,,,�, -, �,­ " DUMP R � , .1�,;, P",�, _;, � , _"� ��;�:1�1'1` _k�;:,-, ,,-e, . - � �. , WITH HYDRAULIC CEMENT 1, '! ­ :�, I ' ' , 1�11 ", 11 11", I 1-1, " I 11�I I.11,�:v','I� 1, - 0- I I . , ,� 1, -1, � If"l- ��,;,�­ ­ 4 WEST VIEW OF PLAYGROUND `,�", ." -, I i ;­ ' ' �'_;; ­ , �,,�.........� . , - , ir I I"'I(A,,, ­ _11, :�� 11 - �." _ ��,.�F, , 'i�i 4 '.1 - 1.ov,�.' " - , drawn by: BRC ," ,1:::,t I""': ,� . �, ,_ .'� ­ ". ,It, COMPACTED TO 1 ,4 ,­� ',,,4",-"�_:A, �,,�,'K D 11 - _ - -��'I , ;,��."'_ . _� ;��,":'� ; ,',��,�';�_,� - O.C. I " �,� ,� ! ,�"�,_� e- v '__ N ,�11 ;--�i�, , , I -���, � , #3 0 12 (SEE PLANS) :" �" _ ... ". " �� . 95% MODIFIED I I I 1 , � ­... �_"i " . I ,a ' 11"_; `I` ''A, i, ,�, : >% . . COMPACTED TO ­'��_": ;­ L � 11 .! -t 36- (TYP.) I PROCTOR (MIN.) 36- (TYP.) 1 #4 0 12 O.C. I - 1� - � � checked by: CFD Q) 1 12" POST EMBEDMENT - _ 95% MODIFIED 0- � PROPOSED 24" x 24" BURKE TILE OR 0 1 � (TYP.) CORE DRILL AND . I , � #3 @ 12" O.C. PROCTOR (MIN.) scale: AS NOTED L_ - - : . APPROVED EQUAL (THICKNESS SHALL BE E 0- . 12" #3 0 18" O.C. ENCASED WITH L I A \ '.1 t 12" 1 #3 @ 18- O.C. PROPOSED CONCRETE SURFACE W/ O_ I . - . . BASED ON FALL HEIGHT) OM FINISH AS SPECIFIED N -Iff 7 ­ I ' ' . . IF __1 BRO project number: 17106.000 N 0 � - I 1 #3 @ 6" O.C. SEE TYPICAL . r ___1! I ,I #3 0 6- O.C. I'] 1�1 101 1�1 I'l I'l I'] I'] I', 10 , I - . I 6i c- . 1 811 � I I . . I .� '.. i . , - , I I - . - , C: . I , I \_ WALL FOOTING I � � I .: .. . � 1, , 1..,.... ... .. ... ­ . . �'; .. ��,. .j g. , 0 TYPICAL WALL FOOTING . . . ; . . - . -'L__ 0) �, : TYPICAL WALL FOOTING SECTION B-B 1, I I .. .: ... . .:. . :. .4 . , � ..,. '. �. . .. . . . . i.. .1 r 49P . . . 1 . � . _, � . � I __ __ - - ... I - - i � 1 11 � r, I, - i sheet number Q) - #4 @ 12" O.C. . , - i li _f L_ I 0 N B -11111- #3 0 12- O.C. � -11 I - - - ! I 0) 1_.� ! a -24" � 1--24" � - - RECEIVED THE EDUCATION LAW OF THE STATE OF NEW YORK - 0 1 7-_----_ PROHIBITS ANY PERSON FROM ALTERING ANYTHING 00 SECTION B-13 - TYPICAL SECTION C-C SECTION D-D : IN THE DRAWINGS AND/OR THE ACCOMPANYING 04 0 PROPOSED ADHESIVE LAYER COMPACTED SUBGRADE JAN 2 5 2 SPECIFICATIONS, UNI ESS ITS UNDER THE DIRECTION . I,'i (D . SCALE: 1" = 20" SCALE: 1" = 5' SCALE: 1" = 20" � A LICENSED PROFESSIONAL ENGINEER, WHERE L__ ! SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL 0 � - I OF S3 C14 . soutForu-Town ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE r1_ PLAYGROUND TILE DETAIL THE FULL EXTENT OF THE ALTERATION ON THE -1 I , '.W-41._�. I AO-S; if 14 �� I I , 11 ?� �, I - f. J 11 C - . Planning Board DRAWING AND/OR IN THE SPECIFICATION V TYPICAL WALL DETAIL FOR ADA ACCESS TO DUMPSTER 'D __,� . - N.T.S. (NYS ED. LAW SECTION 7209-2) 0- . � . . . . . . LEGEND - - PROPERTY LINE777 DRAINAGE CALCULATIONS } I I PROPOSED LEACHING BASIN �I ( X15% W/ SOLID COVER , _ D 1 -AWS , ID I' t' `��I T ' � D 1 -C �- � Required Required .,x s,- SAI - 2005 FRESHWATER ® PROPOSED LEACHING BASIN q q Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe Description Area(sf) Rainfall(ft) Volume(cf) RunoffCoe i A storage(cf) Storage(d) WETLANDS BY C.W. 16' W1 OPEN GRATE 17 ParkingLot/Sidewalks 11,167 0.17 1898 1 1898 Parking Lot/Sidewalks 10,838 0.17 1842 1 1842 io ! BOWMAN, LAND USE Permeable Pavement 391 0.17 66 0.5 33 Building B2 6141 0.17 1044 1 1044 P3r-, Grass Area 3,011 0.17 512 0.15 77 Permeable Pavement 471 0.17 80 0.5 40 W3.4'1 \ __ - ESI, AFFIRMED BY » PROPOSED CATCH BASIN TYPE C-2 Grass Area 1,807 0.17 307 0.15 46 ;;,' _ � '� _ total storage required(cf): 2008 \ - NYSDEC LETTER 17 \ - /- total storage required cf 2973 ( x g 1+E �- - - - Prop inlet 21.60 g ( ) .k 'a't. �#l.,i J I J ;! � _--__ 6/20/2018 _ PROPOSED DRAINAGE MANHOLE Top of Ring: 20.10 Prop inlet RIM: 23.06 -- m //-" `•i Minus A rox.GW Elev. 8.87 Top of Rin 21.56 N -- --- �g (SEE TABLE TABLE OF DRAINAGE PP g' .\ Minus Minimum Vertical separation from GW 2.00 Minus Approx.GW Elev. 14.67 W W -. STRUCTURES FOR SIZE) =Allowable effective depth. 9.23 Minus Minimum Vertical separation from GW 2.00 ti Lo I i ti ro oo a/ i / 1__ -,_c�1 1-0„ =Allowableeffectivedepth: 4.89 a Provided Depth per Structure: 8.00 vif U� - `' __ - , ``'=10 0,� PROPOSED HDPE PIPE g p p p p re ,I { _ % 1��o Resultin vertical Se Separation from GW 3.23 vif Provided Depth per Structure: 4.00 Of 1300 Walt Whitman Road, Melville, New York > 3 BIOS R R T\ -- i C� R U D D #of structures provided: 4 ea. Resulting Vertical Separation from GW 2.89 vif 11747 BS RMW 3b� ♦ ( - - v�titi p , } ATE ENT . - _ \ (SEE SHEETS D1 ATH Provided storage in Leaching Basins: 2188cf #of structures provided: 11 ea. Phone 631 3001010 NcuN � !.: SW4 ---SILT_�ENCE (IES"LIMITS y Provided storage in Rain Garden SW-9: 1352 cf Provided storage in Leaching Basins: 3008 cf - r FOR LENGTH & SIZE) 1 i - �� OF WORK') I Total Storage Provided: 3539 cf Total Storage Provided: 3008 d owner/developer: er. I 1 -(TURTLE BARRIER) / p CONIFER REALY LLC 1 ►. r s- . -- SOIL BORING/TEST PIT LOCATION Ws-2 ws-1D I '1 2b •' 96•, \ N Required Required 83 E. Main Street,Suite 600, ~ \� Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe Description Area(sf) Rainfall(ft) Volume(dJ Runoff Coe 3 2 y 23 \ o Storage(cf) storage(d) Rochester, New York 14604 Z 2 (¢vol Nlid 2� r..2 1' \ \ s ParkingLot/Sidewalks 7,309 0.17 1243 1 1243 Parking Lot/Sidewalks 800 0.17 136 1 136 CONSTRUCTION I Building B4 3124 0.17 531 1 531 BuildingArea 0 0.17 0 1 0 T a 1 I�r GARDEN/, i FENCE,\ 1 0 , I WS-1 ' SUBWATERSHED BOUNDARY Permeable Pavers 379 0.17 64 0.5 32 Grass Area 3,193 0.17 543 1 543 Site/Civil Consultant ti 3 W I Z I O �1 p pp BLDG.1(TYPE C) - Grass Area 1,868 0.17 318 0.15 48 total storage required(cf): 543 o al RMWATtR i / �` Q Q W i. w RETENTION FIN.FLR.EL.=23.25'_ --- ~'t _ 12 i I total storage required(cf): 1853 Prop inlet RIM: 22.00 I.. AREA SW3 -- 23 - - Top of Rin 20.50 null al p i W I +`f v I - - \ \ j / Prop inlet RIM: 21.80 Minus Approx.GW Elev. 13.62 3� o , _ --- - a \ SHEET MATCHLINE Top of Ring: 20.30 PP ca I 1i y 7• \ ` i '/ /i ----_- Minus Approx.GW Elev. 10.94 Minus Minimum Vertical separation from GW 2.00 (SEE KEY MAP BELOW) Minus Minimum Vertical separation from GW 2.00 =Allowable effective depth: 4.88 Allowable effective depth: 7.36 s I u - e c - l ' I 7` ' , �,I Provided Depth per Structure: 4.00 Of J I I 'y - ti�y 3 y • }'� \`>3. `/y _ - ----- - --- PROPOSED GRASS SWALE Provided Depth per Structure: 7.00 vif Resulting Vertical Separation from GW 2.88 Of / Resulting Vertical Separation from GW 2.36 vif #of structures provided: 3 ea. #of structures provided: 5 ea. Provided storage in Leaching Basins: 820 cf L. K. McLEAN ASSOCIATES, F.C. 3 LANDBA D \7i lI Z�: �� \,\93/ Provided storage in Leaching Basins: 2393 cf Total Storage Provided: 820 cf A�Kt�I •n) / \ �/ = Q LONG ISLAND, NY l Provided storage in Rain Garden SW-11: 188 cf -# - �' - �- 1 \' ; , /.\ I I %A \-\ \ \ \ 437 SOUTH COUNTRY RD., /- ti 6L2 \92 I 1 / \ - - - N \\ Total Storage Provided: 2585 cf BROOKHAVEN, NEW YORK 11719 € € -F % % / rs ---- -- - \ \\ `. \ Tel: 631.286.8668 \ WS-3 B-7 FM FM FM F 1 i' \ I l \ Required Required q - , � • S • � 8 � � � Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe Description Area(sf) Rainfall(ft) Volume(cf) Runoff[oe _ - -- y6 t6' __ Storage(cf) Storage(cf) / j - Parking Lot/Sidewalks 6,926 0.17 1177 1 1177 BuildingArea 3657 0.17 622 1 622 o c 17., i \ BuildingArea 0 0.17 0 1 0 total storage required(cf): 622 t19 i �< /' - ♦ ', / ��8'- -I- - - -_\ \ ��, ', , \ \ '\ \\ Grass Area 3,477 0.17 591 0.15 89 Prop inlet RIM: 23.10 \ ' 9 total storage required(cf): 1266 Top of Ring: 21.60 3 I �` ♦ ', _ ____ _ - / /` , Prop inlet RIM: 22.42 MinusApprox.GWElev. 8.87 VINEYARD VIEW \ BLDG.2(TYPE B) / / � � ! t•87} __.2� -- � \• �\ Top of Ring: 20.92 Minus Minimum Vertical separation from GW 2.00 NORTH ROAD 20 21 a FIN.FLR:EL.=23.25' y ♦ , ♦ \\ �\ \ \ Minus Approx.GW Elev. 10.94 =Allowable effective depth: 10.73 95 2 __ _ IL Minus Minimum Vertical separation from GW 2.00 G w ' \ --- 22 \', \ =Allowable effective depth 7.95 Provided Depth per Structure: 7.00 Of TOWN OF S O U TH O LD, N.Y. 11939 \ M 0 Q. ti •88 I9--- / ' \ \ \ Resulting Vertical Separation from GW 5.73 Of t I i M M 22i i89i - - _ �/' ♦ \ \ \ #of structures provided: lea. __ , ,- _ _ 5 � , � \ \ Provided Depth per Structure: 7.00 Ulf l t� Q m4 � �S \ \ � � Provided storage m Leaching Basins. 479 cf 3 1 P L, T \ Resulting Vertical Separation from GW 2.98v1f g g T O CuC� ,'FYI W T�. � . � �� - � �,. � 31 r F\-- � _ _ RFT � •� � � \� �` 3 _ �' - sF H'A `•, \ � �`- #of structures provided: 3ea. Provided storage in Rain Garden SW-9: 1352 cf .="' I I I I ! cv Lo , ,i / •�...�(i 25 _ /•� �3 -w w--. ,_.._ � �� -----2z /O �/� \ � � \ \ � p ' I / 4 3/ N N /2 •t t��i /• /•�} AA 30 , -__- J - �R�t ♦ \, \ .\ ` -,\ -,� Provided storage in Leaching Basins: 1436 cf Total Storage Provided: 1830 cf ,yam ''�'."-"' '`-�.� ;' "N� I \ l 28 29 7 - � Total Storage Provided: 1436 d WS-4 Required O r \ \ \ \ \\ Description Area(sf) Rainfall(ft) Volume(cf) Runoff I 17 3c4t i O \ ° \ / So \ Required store(cfJ %;i� s _ a - -W- Description re am a o um no o P-6 M 2/ w � � \ O �p -_____ -`---= X58•\ n t 62 y ---- \ D ript' Area(sf) R ' f II(ft) V I e(cf) Ru ff C e 3 a, 4 _ _y' } , � Storage(cf) BuildingArea 3657 0.17 622 1 622 > Parkin Lot/Sidewalks 8,735 0.17 1485 1 1485 total storage required(cf): 622 `' �///P/ 60 _ w \ Pro Inlet RIM: 23.10 ie,ivwsd, : a u i /' • --_-- t \ Building 63 6141 017 1044 1 1044 P � I 3 ' (] \ \ Permeable Pavers 387 0.17 66 0.5 33 Top of Ring: 21.60 3 a �,�42•I BLDG.3(TYPE B) / C BLDG.4(TYPE A) • 2Z'�N J / ! \ I 'III � � t•59} / } RN.FLR- ( � 64 y N �P '€ ♦ t \� � Grass Area 944 0.17 160 0.15 24 Minus Approx.GW Elev. 10.86 j / } FIN:FLR. - - --- y •61 y EL._ T Minus Minimum Vertical se aration from GW 2.00. 6 6 wi,�, I BLDG.6(TYPE D� \ total storage required(cf): 2586 pB- f 2 '��1 37 t45•yEL.= 23_25' =Allowable effective de the 8.74 " 23_25' 52 FIN.FLR./ ♦ Prop inlet RIM: 22.00 P J \ 90• ` • EL._= I F IN \ \ Top of Ring: 20.50 •2325' OR ///��►►��� //♦��11��� ���//R���+++II1111��� ///111��� r'I N EN7Minus Approx.GW Elev. 10.77 Provided Depth perStrudure: 7.00 vif� _ 4Minus Minimum Vertical separation from GW 2.00 Resulting Vertical Separation from GW 3.74 vif •"nti p _ 27 Y� ro • s ✓�/ / \.... =Allowableeffectivedepth: 7.73 #Of structures provided: 12a. REAL ESTATE UEYELOPMENT,CONSTRUCTION 3 MANAOEMENT I \ 48 \ \ FM r `M FM / tj 1'72, I 3 \ � ® I ''� � `\ •/ N s I � i j Provided storage in Leaching Basins: 479 cf B • / 9 ` rc , w � _- 23'3 V V S-2 Provided Depth per5tructure: 7.00 Of Provided storage in Rain Garden SW-10: 344 cf Resulting Vertical Separation from GW 2.73 Of Total Storage Provided: 823 cf - \ M� ' \ 7•t i 70- / ; i / #of structures provided: 6 ea. Provided storage in LeachingBasins: 2871 cf B-S seal ��U vt l� \ I _- h / - Total Storage Provided: 2871 cf Required Q T p o 3 W � s I 53 67` J / Description Area(sf) Rainfall(ft) Volume(d) Runoff Coe Storage(cf) I -- -- -- .: M FM FIA gib-- -FM FM.- C♦�`1 - 3 ' , i� _ i -2 - t� ^I 3 y • g $ S, S S 5-. •- W __ PA_ T WS-5 BuildingArea 3123 0.17 531 1 531 �' �9" , / Required total storage required(cf): 531 Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe Pro inlet RIM: 25.07 .�-' _ _ E E Parkin Lot/Sidewalks 11,247 0.17 1912 1 stol'i912(d) Top of Ring: 23.57 FIN.FLR.'EL.=29 0' _ - _.......--- - -/ --- -- T .� -- .... -- �y _- \ r - - - BLDG.7(TYPE D) / I g J3 V I _ _ ---E� E� -- -- _ Permeable Pavers 63 0.17 11 0.5 5 Minus Approx.GW Elev. 16.72 W B V / - - n FIN,FLR. / Grass Area 1,927 0.17 328 0.15 49 Minus Minimum Vertical separation from GW 2.00 i' % totalstoragere uired d: 1966 =Allowable effective depth: 4.85 � q ( ) TENTIOtSLk.REASIlQ6 3 tp EN/ STORMWAT _ ti3. 2 IN BtOSVvfi E7��f WA7EITHE, RAIN GARDEN/ N / % To of Ren RIM: 20.42 p P \,\y O I O I GARP n- s S • P RM WATER __ E Provided Depth per Structure: 4.00 Of J J 11 I ETNTIO q - ® x. Vertical Ion from GW 2. NI - : = SW N' _- qR� �I I- Minus Approx.GW Elev. 10 62 Resulting V rt' I Separat' 85 Of tENT10N a R♦•I� - � 1 Minus Minimum Vertical separation from GW 2.00 #of structures provided: 1 ea. t 76/'; t 76 =AI towable effective de the 8.30 Provided storage in Leaching Basins: 273 cf b, p issued date descri tion p 0 _ \ ► _ �, , I. \ BLDG.5 PEA 1' Provided storage in Rain Garden SW-8: 790 cf p W Z I �_ T i FIN.FLR EL.=25.15' S 3 n b \ Provided Depth per Structure: 8.00 Of Total storage Provided: 1064 cf 1 3-21-18 DRAINAGE CALCULATIONS j 3 P9 9 jir b 0 i \ \, /•� ' ��} :7 � __ Resulting Vertical Separation from GW 2.30 Of I � / \ i B5 78 782 • S S \ \ \ - - #of structures provided: 4ea. C-C 2 7-19-18 2005 WETLANDS DELINEATION ! I ---,m Q� _ ♦ \ Provided storage in LeachingBasins: 2185 cf o Required LL_ �\ T_ d �- Description Area(sf) Rainfall(ft) Volume(cf) Runoff C e O I ¢ I I I S ♦ j •3 _ Total storage Provided: 2188 cf Storage(d) 3 8-22-18 REVISED DRAINAGE CALCS 2 I U I % , pF _ wi -- - - -- _ BuildingArea 2650 0.17 451 1 451 I 27- =♦ - .- \ j .�6' WS-6 total storage required(d): 451 4 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS \ E + E T _1 ---_ _ Required Prop inlet RIM: 28.20 C� I ♦ , >-y. RAIN CARD 84 Description Area sf Rainfall ft Volume cf Runoff Coe STORMWATER �,' 17 10' OPEN SPACE \j. O O O Storage(d) Top of Ring- 26.70 5 12-18-18 ADDRESSED 12-17-2018 TOWN COMMENTS ,_' ETENTIONARFR_,agj5 3 M{ �� SETBACK PROV_1D.ED TYP.-1 \ ParkingLot/Sidewalks 10,696 0.17 1818 1 1818 Minus Approx.GW Elev. 16.62 O 3 ' /; SWg_ 1 `N - ---- -�_. } BuildingArea 0 0.17 0 1 0 Minus Minimum Vertical separation from GW 2.00 O =Allowable effective depth: 8.08 LIMITS ITS Pervlous Pavers Area 0 0.17 0 0.4 0 P O I ` % / / i ---- _.- ZO ♦ \1g' _. \ Grass Area 9,242 0.17 1571 0.15 236 0 1 / \ --zs-- a ' OF 100' (2005) total storage required(cf): 2054 Provided Depth per Structure: 4.00 Of • ' ' / / Ki ~ Pro inlet RIM: 22.80 Resulting Vertical Separation from GW 6.08 vif Issued date description �� 66` 'WETL-ANDS p y #of structures provided: Sea. \ , 1 \ v ^i rye. 2 v ♦ Top of Ring: 21.30 W 0 _ ; / RAINGgR N/ BUFFER �- MinusApprox.GWElev. 13.62 Provided storage in Leaching Basins: 273 cf a jl i' i /\J % STORMWAT (TYP.) Provided storage in Rain Gardens SW-5&SW-6: 200 cf 41 W ! I �!,� Minus Minimum Vertical separation from GW 2.00 g tENSICINAR ` \ =Allowable effective depth: 5.68QL Total Storage Provided: 473 cf Provided Depth per5tructure: 5.50 Of B-1 ♦ Resulting Vertical Separation from GW 2.18 Of Required Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe U \ - `� - ♦ #of structures provided: 12 ea. Storage(d) - \\ \♦ OSS Provided storage in Leaching Basins: 4512 cf BuildingArea 6093 0.17 1036 1 1036 \ \�//� i/ / ♦ �� Total Storage Provided: 4512 d total storage required(cf): 1036 O i J- j ♦` �y Prop inlet RIM: 22.09 / ` J9' 1 AFP WS-7 Top of Ring: 20.59 U) / \ ♦ _ % Required Minus Approx.GW Elev. 14.00 N % \ - - ' Description Area(sf) Rainfall(ft) Volume(cf) Runoff Coe q \ =Allowableeffective depth: 4.59 Storage(cf) Minus Minimum Vertical separation from GW 2.00 1 Perm!eable Pavement 1873 0.17 3120 015 3 6 0 de t p� / \ f / _ �/\ `,LIMITS OF\RAIN I8' -- ♦` 1 Grass Area 25,008 0.17 4251 0.15 638 Provided Depth per Structure: 4.00 Ulf i' GARDEN ' total storage required(cf): 3764 Resulting Vertical Separation from GW 2.59 Of O �TORM�N/�TER 1 Prop inlet RIM: 22.41 #of structures provided: 3ea. �jy -�' 'RETENTION AREA'-,, \ ''- ♦ \ Top of Ring: 20.91 Provided storage in Leaching Basins: 820 cf title co y \ / ♦ Provided storage in Rain Garden SW-4: 278 cf GRADING & Minus Approx.GW Elev. 14.00 8 ` , Total Storage Provided: 1098 cf \� � `'-r=+ � MinusMinlmumVerticalPeparat(onfromGW 2.00 -_- \ �.-1$ =Allowable effective depth: 4.91 D 1 =B' •D 1 D Iq\ ` Provided Depth per5tructure: 4.50 vif DRAINAGE / I � ! ' "'-\.-, --\ � � Resulting Vertical Separation from GW 2.41 vif \ O, / O #of structures provided: 13 ea. (n \ V , 5O O 50 1 OO Provided storage In Leaching Basins: 3999 cf PLAN "*Cl NOTES: "m6i;IIIIIIII Total Storage Provide 3999 c a� \. SCALE IN FEET W5-8 uired � / I 1 . REFER TO DRAINAGE STRUCTURE TABLE ON SHEET D2 FOR ADDITIONAL Description Area Rainfall(ft) Volume(cf) Runoff Coe storage(cf) \ o 7 I INFORMATION REGARDING DRAINAGE STRUCTURES. Parking Lot/sidewalks 1,527 0.17 260 1 260 O Permeable Pavement 58 0.17 10 0.5 5 Q ` 2. REFER TO SHEETS D1 -A THRU D1 -D FOR ADDITIONAL INFORMATION REGARDING Grass Area 1,6sz o.17 281 o.is 4z / I PIPES SIZES & TYPES. total storage required(cf): 307 drawn by: BRC � ` Prop inlet RIM: 22.54 L \ I Top of Ring: 21.04 RECEIVED checked by: CFD N `( Minus Approx.GW Elev. 14.00 Q- I �l` Minus Minimum Vertical separation from GW 2.00 o Allowable effective depth: 5.04 JAN 2 5 2019 scale: AS NOTED �_-._-_- project number: 17106.000 E i SOut�)61dTown (N Provided Depth per Structure: 5.00 vif IO 1 N 0 \ Resulting Vertical Separation from GW 2.04 Ulf I Planning Board DRAFT #of structures provided: 1 ea. O I Provided storage in Leaching Basins: 342 cf Total Storage Provided: 342 cf sheet number 0-) THE EDUCATION LAW OF THE STATE OF NEW YORK O PROHIBITS ANY PERSON FROM ALTERING ANYTHING O O IN THE DRAWINGS AND/OR THE ACCOMPANYING N O SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION C.DNEER. WHERE O KEY MAP SUCH ALTERATIONS OARE SM DE, THE IONAL IPROFESSIONAL D1 N ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE I� THE FULL EXTENT OF THE ALTERATION ON THE (NYS DRAWING AND/OR LAW SECTION 7209-21)(CATION ED. 19.84 IM 20.50 \x 13.63 xx')408f.OB , I / \ Y 20.50 RIM 20.5016-- ------ x \ I " 33. 25 I j ` �. ` --$� ` ------ x 33.38 19.05 - /r'T`. J x 14.41 / / \ Q Q �/ I38.40 x l57PzW 1 t All 2150 i - C' I.- < 0 I I O J ( x I 4.71 1 ( \\ O O W ,�a / _ __ F x 14.59 - /T,_ _ c I ; I .. oN co 21 10 0 F © _.._"w_.. _ �� ' f v, f 1 °5 20.50 RIM 21.00 - CONSTRUtTIO-N FENCE 22.3 22.70 �3b a�/ 20.50 , \? -- - x n.7o \ ....23.75 '` ��� 1 7p x 21.46 - - -- -- 1 --h-- - __�__ • ( I II' ; . III a 21 `--� ?? t 8':5 4F SILT FENCE �.... - t - - z 22.00 22 \ � I I II 1 ( 15 LF\ /�---�\ \ \ (I.E. LIMIT OF DISTURBANCE) `� x ,5.Q2 1300 Walt Whitman Road, Melville, New York 5.99 // \J'. R 53�� t ; , I �� \, .\ ( ) \ TURTLE BARRIER 11747 w i 00 010 2 5 \ 0/ a I RIM 28.00 I , . ' I 2 \ 23.13 2 .13 X005 FRESHWATER x 4,73 8 I I I jl 2.00 22.00 3 �pQ� OETLANDS BY C.W. Phone 631 300 1 w x 3353 22.1b 23 13 1 LEGEND: per: \ owner/develo o �� �.� T T T- BOWMAN, LAND USE ESI„ ,' '_Co' A \ AFFIRMED BY NYSDEC CONIFER REALM LLC 7 L 8"0 PE 01`22.00 1 '• M 83 E.Main Street,Suite 600, 23.20 - - 23.20 a --'---._ LETTER 6/20/2018 \ x l6.2f r I I I I I 1 I $s.1 `��= F - _c `-�---.-.� '?'� \ 22.98 PROPOSED SPOT GRADE w j \ Rochester, New York 14604 2.00 -=' ; 23.zo 23.zo °� 23_z F 1 23.20 w ��� , , WZ Site/Civil Consultant 1 I z. Q 2 .00 J. 23.20 23.20-/ �• `� Z o � Z w _ 23.20 _j x P2a6 22.70 \ TC 25.50 PROPOSED TOP OF CURB j I I I I I 1 .W 5E W rY N W _ 23.20 10 LF \ BC 25.00 PROPOSED BOTTOM OF CURB I1 1 I, N _ 22.32 T- \ r-\\ q % q j I I I I I.. ; \ x 6P 22.23 'q- LL- W Q 23.10 V N ® b"O HDPE;,,\ \ ,I I I I ` cao � _ � Q UJ tIII OI ! W M w ;� /rFC 25.00 FLUSH CURB ELEVATION t 2. N F �:-- \ , o \ \ x 14.17 I (�/J ■ x.29 � z6.,� I ( I i. II •23.20 i / 23.20 cs': 1 .0 \ ! 1 I \ 22.80 . a '-- cr \ \ x■ CL Q \... .. 23.20 t 1�. \ i N i , i) ; II 22.00 3 '" s RIM 25.00 PROPOSED RIM ELEVATION x x = 2.00 .® I \ L K. McLEAN A330Cl/11TE3, P.C. `I 1 22.00 f I 23.20 23.20 TC 23. 23.20 `\ \ a > RIM 25.00 1 II 6. ___ 32.29 Q 28.04 1 J 1 x 16.34 p \ ! 22.00 _ 23.20 BC 22.50 y 1 \�\ x 2061 1 ! I LONG ISLAND, NY 2.00 `\ � c I � 437 SOUTH COUNTRY RD., X RIM 24.50 1 I �° 23.20 \ �p i \ BROOKHAVEN, NEW YORK 11719 3.20_.__ _ ...._ �- 33.37 83,75 ( / \\,,_ \ - ., ( PROPOSED LEACHING BASIN W I � \ I . � ,,25.70 .. 3 \ ` Tel. 631.286.8668 .._.-_._. '"'/ $ 00 a 23.13 � �v` �1 2 .1 �. v 4 ' I , \ I 'Q W/W/ SOLID COVER ' I 23.13 `13.00-� `cy_.... 3.13 _3�-__1; Q \ \ •J /l 4/� 3.47 23.11 BG 22.64 BG $� / 23 11 0^ 1� \ \� TC 22.6 ` TC 23.00 22. x a w \ 23.11 G91 G G c 22.50 G- 0 -- \ \ PROPOSED LEACHING BASIN \ 24.91 23.7QI - x 19.90 x 14. / 24 x -- ` \ OPEN GRATE kp- .93 f 72 �`'�6� W/ x0 - \ TC 23.06 BC_2.2.6.3 �s � ; \ ` BC,22.50 , ®`, \w I 1 x 18.9, \ \ \ _, YY VINEYARD VIEW 31.73 �'Y II I I 2.56 - -- - / F 24.2 ® TP-Il -- --- ' i \ \ ;p, PROPOSED CATCH BASIN �} �2s.3$ Bc 2 f .,aQ x ^T` 22. 5 \ II I ' ti6�� c 22.64 ; N C 22.46 rc 2.87 % w ' 1 17 TYPE C-2 NORTH ROAD 33,26 I II I B 23.1 BC 22.70 TC 22.42 `��, 3 +I \ \ l T'/22.85 _BC 22 17�'f Bc 37 TP I , TOWN OF SOUTHOLD, N.Y. 11939 ITC 23.Y2 23.09 \' �c 23.22 C 22.84 BC.-,22.64 TC 22.35 TC 22.9\Q T 1 j < ' I ®; PROPOSED DRAINAGE MANHOLE yta: 3387 3,46 \ 8•s6 ,, , TC 22.89 H BC 22.10 BC 22.40 ► t w� •55 i _i8 SEE TABLE FOR SIZE) TC 23.15 BC 22.70 RIM 21.80 M o 22 x •'� ANDBA �- 1 ; , BC 22.90 % TC 22.95 \` % i I ,, ,. .;,, x �27' d- TC 22.95 �ET C22.1 ?2 30 ,-- 15 LF x,9.}8 J I PROPOSED HDPE PIPE %% 1 PE N 18"0 DPE FG 22.40 _........-...z C 22x0 BC 22.21 N / SEE PLAN FOR SIZE) ; RR _ l II A° TC 23.67 �.TC 24.42 E TC 22.46 E N t\, \ -_ 22.40 �w 22.6 / I 'i `s , 6. - T H23. T T T T l `-- ' ' ® `1 I ® k E x 21,07 3288 % 1 II Cp' r I TC 24.33 TC 22 28 T �ti , , / �j � PROPOSED MATCHLINE __. FC 22.84 TC 22.3 ., 0 `�_,..,� i Tc 24. o BC 23.83 BC 22 4 t EE PLAN ...., / rgf'.:.,,. •. 3V .2 " 9.78 B 2 TC 3.1 c 22.80 21 s8 �__�-fC 2.90 S KEY) W 2 2 B C 22.1 2 b : % -I-z 7.7 I +27135 I �"" � BC 22.90 BC 22.7 �...... F ���4o E11 , TC 22.9 6 ,�+-; T T r T T : 1 I I 3 60W ) BC 22.90 x v,9 BC 22.77N TC 22.5 \ I I II TC 22.98 TC 22.6 b� $ 2 5 ,s `--s'\ s ` s s s s 23 1 N TC 23.00 -� ` x 1a,P6 \ -t - Y FF s TC'23. 0 BC 22.75 BC 22.3 N TC 23.00 C 22.50 0 / x 16.54 5 �- I BC 22.50 I x '` �" �-�-•_E-- _F \ L= _�- �`-- 3 =�__� BC 22. 0 2.50 _._......_... FC' 2. , \ �\m ' .'..•. f e r U.90 G G T a \2 24.90 - / r P.�7 C 22. 0 \ t x 3fa5 G G G G ' T E T T 8 I. 23.03 TCS 22.91 TCS 23. 0 I w 2�.6 -/I� \ G 4/3 _�� \f y 2�92 Bl, 22.41 3.11 Bl, 22• 0 3• 4 .75 ( r7 ' 1tEA[ESiAtE OEVFIO PMENi,CO MIiRU CtfON A MAMA4EMFNY w 23.1 1 12 .13 3 -- r jj J C 22. 23.11 2`; G G-7. - G G G' G S / 18.0! 32.53_ I ` � 107 / 24.90 i •♦ 3.15 4�� i � 23 1 ?2 �`\ W ' w 4�01 ' i FC 2. 9 2 22.88 23.13 x c 7 seal \` TC 24.09 -_ 15 T i - L 2.42 ..\ / BC 23.59 / T 2 .20 23.,25 23.17 23.20 c �� ,`Q 0 G.G/ y0� B� 2 h 70 23.20 / 23. 0 I 5 `. __. \� a -- °° -3.7 2 ?20 23.20 22.\� 2.55 32 a c \ it• f`!' r j d 2.58 cA = IY / .48 3 l .3 32 w x 31.90 / _0 '� 23.20 Ur' J- .611 Ln ! /'-2 50 \ f x 16 96 :I v 2.61 two 4 m ti I LL N / O .J x+32.59 2:51 /F ?3 ✓ 23.20 z W N / RIM 22.00 c \ / I �' \ �✓ 56285 �`C? L ® CF ti pp] E- w ' Q �� e'en �', TC 34.17 i g m Y\dP� `� / r '� DPE 22. N x P6.90 LL / E D F x rC/J�� BC 33.67 �\ 23.20 d e 3 3x 3 TC 33.6 i ® I a TC 2 .0 ¢za PROPOSED ZIPPER DRAIN s � w p x 34.IP -_ BC 33.17 /i I I 1 ``� BC 2 ,5 RIM 40 �,� RIM 2 .80 - / rG -G I 2.0 ` _ issued date description TC 33.92 / TC 3 .71 a \-- ,�j� TC 2 .3 ua �� INV 2 47 I 1 7-19-18 2005 WETLANDS DELINEATION 3.07 � �7I � A � � \ � 22 50 c \ BC 33.42 � -_ BC 30.21 _ 1 °D BC 2 .8 3.20 cl I _ r 19„ _0 M TC '33.50 �w� ^` C 7.00 J 23.20-\ 23.20 �® 2.07 r,0 2 8-22-18 ADDED STR'S:23c,23d,37b - .1% B 33.00 p I C 26.50 1 TC 26.32 ; x_2330 ` 3 ` a 2 .5 B� 25.82► F - F F \F F + / I �7 t� N Iwl � \ TC 1 / I LL 33.31 33.10 M BC 2 09 ,�/ \� 23. 7 y 23.20 / 23.0 vx Pf.P v w v RIM v v 0 I 1 1 U +33.02/ ® - B .69 23.15 x 4.. 4._ ` / 2 ` x Ie.n _ 4 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS I I. .56 I r� a /2 23.20 IM 22.80 RIM 22.80 _ \ t l w `8 /' T T T- T T T T 22.9a ADDRESSE I I I 3.37 / N N \ - Un� /� y -. t .� , / r� <c 22.60 LL-Iy W 22 90 5 12-21-18 COMMENTS D 12-17-2018 TOWN _P3.13 ,.� 23. 2 \` LF23.1,0 `\ ���y �1,� 0 F 3F - F 233- F F - F x rwr Sao 4.10, / -oa 23.10 3.10 - ♦� r w -ww w w w \ ,1 HDPE t o0o F i 3A6`1 00 3 � � ! Ep I 3 cV \` ; ,` s 15 LF \%\ 15 IFP , 22.60 W \ x Pa.�. la TC 33.6 I , \♦ o I I 4 / / d ; \\ // 23.1 , ` 18"� 2„ �D ae Bq 33.1 w� 1 N 23.63 •_ 3 67 ,r �__- �� issued date description d a 24.83 \ r 23.86 , / \ \ [) 3.33 QHS �M. 4.7% I N O \ % h -n \ / 3.29 `\ - , 8 ' \ .......... ...__. �.... / u M TC �78 r, �� BC 23.50 24. 5 ` �,0 \`---'� Q� z x 21.97 O 34.32 x 34, a 312 BC X28 / O 24.59 UJ ? ,__� �' 40 Z� �C) 23. 6 P I . 3.t 0 U) 5 t -' ' L 2 19 4 y. \ 23.39 4m 2 23.22_ FC / 32.83 r 23.20 �� TC 22 �- .�. 4 x 2fi 91 Z x 21.40 rn 3 3. 5 5.85 i� t 03 Op ra ,. 2 i 23 20 \ BC 22.30 !` � x 31.4 wr`_... 1 - .Da _ 4.1 32.5 e. 24 , " Q TC 23.00\ _ TC 22.90 w a .75 + \_ 39 ao w \ ti � � \ 13 \� ;`- ., '�" O� Y ..BC 22.40 TC 22.80 BC 22.50 II \ BC 22.50 26.33 \` \ 2 '¢ t 23.10 BC 22.30 34. 1 (w� i J ; ��O \ 1 I t O 23.20 ` TC 22.75 v i 25.83 24.16, h0 \ O / \` i 0 3.2 0 23.09 � BC 22.25 ®, dl --RIM 22.00 ! \1;, � y 24.06 PROPOSED ZIPPER ,� w� ,,__�' 1� Q so Y DRAIN BC 22.46 BG 35 `t c , I I ; 1 - - / 24.26 \ .,o 23.06 2 '0� I RIM 22.80 TC 22.70 T .59 X80 -1.5 T t , t 40 x 9 o /� �. _„_. h , 24.40 TC 23.00 ' y U I 34.95 �\ y \ t j \ V Y30 INV 22.47 BC 22.50 - / �I \ 26.38 RIM 24. 2 �\ f 24.42 ^ _ LF \ 60 x 2aa7 vr� ` to / 34.94 ' I 3 \ - F I 2 4 4.59 Tom_- TC 25.1 24.38 / 18' HDPE \ 23.25 RIM 22. I � f i C�\ 4 BC 24.6 25 57 ` l _ 1�8,� �M\ In 2 sTC 22.54 (b 21131 1 TC 25.46 \x 2797 23.20 Com. ( TC 25. 0 ti \ i\ \x+24, �\ ®� g ti 3. �� �8"� a1� L'4 3.20 N 3.2 BG 22.29 TG 22.57 k° \� .IMI 2 c x I 25.11 \� \ 1 /'-`�♦ 2 p, I ` \ 4 = BC 25. 0 25.85 <v . -f 2 v 23.00 �"� -1.2% BG 22,32 .2 N title x 3219 - 5:78 2 t TC 23.00 \F' TC 2 .2 / +2 \ ' 3.75 i 63 x RIM 22.2 0 _.._. ' 2 BC 22.50 0 �tA f tl 34.47 35.00 c I 6 \ o - (`7 II 25. 8 t BC 2 .7 ••.m 4?g 3 w s m T 22.54 i - �` 22., CO 4.70 x 31.26 \ x 33 _ -'' -_ TC 22.69 ( NORTH ) \Tc 2 .5 5.81 ?' y 7 r 23 29fIM 22.26 t 6. _ \ _ 2 W C X2-:44 B 22 t\ r 1 , -1 \LL_ tJ BGS.0 N ? -\ 5.73 25.531 \ 6 �; F 0 �' W _ / _ $�° \ % j j - DRAINAGE y s \ t 23.67 j I w TC 2 .2 16� t r _J o i �....._.._......_.-- C \ IJEO s BC 2 .75 r 26.V 5 1 \ / � \ x 23.63 \\ J V'��' Qe 3 �� \`` _ 07 \ x 19.58 g A��" Z M C x"3JJ2 h / I \ I "fC 26.70 _25.33 .34 �� -� x 19P7 48 LF \ 4� -2 2 PLAN C 26.20 l"x 29.75 2531 r� \ \ �` 23.06 1M 2 0 3.18 \ Z 18"� HDPE I'� ` (A I 35 0 I,1 `3c�..__.._ 1 s CO C 6.90 ° 27.6F0 azs \ 10 LF '-19 `1~ 10 r8"0 C I d __._-_-._. 4 \ C 6.40 >� S \ 3.20 x 19.23 3.2 HDPE\ �; 0 20 40 x 332 \ 6.86 ? ��- 25.3\ 32.60 o I I \�^ "fC 26.99 C/� I \ \ RIM 22.00 -- qqq 35. 2, 4 4 c BC 26.49 27.15 7.0 1 \ 23.10 \ RIM 22.29 9 Feet 49 I 1 O ' \ r' �\ a2 TC 23.00 2 \ \ ` _... 25.40 x ! a 123.04- (D !r - ( I ( x 3 .,4 216. - h 2 \ x 32o 7 BC 22.50 23.04 32 60-/ 0 � ,2 y TC 27.90 7. 5 � 23., � � : SCALE. 1 -20 o PLAN KEY _ -_ 4� 27.9, ® S- S S S a- �x 3e'�.... -_ - 8• e �"- TC 27. 0 x 31,62 BC 27.40 �' 25.52 �'�, � -�\ � drawn by: LMY s.as s• BC-_Z7._ C-27. 0 FC 27.13 \7.1 --- _K \i i ;¢a \ BC 22.50 BC 522.475 5 ti 22. a � TC � ® � \\ 7, y z.4o +25.57 \ ,� TC .60 NTC 2.68 � ( CFD T` , 5 „_..32.49 I TC 28.16 FC 2 13 \ •r' ®.' 3.0 TC 3.00 BC 2.43 E RECEIVED E® checked by. 23.11 AS NOTED �+ 33.04 _ �bo +32.70 �\ I a I BC 27.66 27.9.0 6' x 6.07 1 OQ� 23.37 BC 2 50 +32.6 FC 27.7 B `27:40 \ 425.60 \ 1b 223.18 � � `� BC 2. 7 - JAN 2 5 2019 scale: RS .32.88 2 :97 28 28.22 +25.56 �� 1 22.70 \ x 20.3 5 TC 22.$0 °- � � f s. s x 297 w 23.25 TC 22. 2 2,� D 1 B - 2. _ __ _ E n- D 1 -A 3 ' +33.07 , , o� \\3886 B 2 0 FC 27. 0 { r•- o Southold Town 0.77 0. 6 \ 24.8s 23.8 a -7 project Q \r � x 3A44 5.45 25.22 �-\ .-_ 23.20 3 20 x 19.2 FBC22� I "--22.70 number: 17 28.22 / 15 - 2 1 Planning Board -If _+33`31 �. 3.19 /'33.02 M M M I TC 8.16- 75 15 tf , �t t 8„� ; .\ _ z_ ° N 0 I +� 69 \ 3:19 - -� N P D / 1 LF RIM 23.1 23.20 23.09 . s BC 27.66 0 \ 8"0 HDP 22.86 3.39 " 3t. 9 30.26 ' 1a„ \ 23 22.95 22.92 O N / - 3 TC 2 25 TC 26.70 ` \- ;24.18 2� _ 2 C) 3 \\ I s BC 7.75 �' RI 23.58 CF 22.65 sheet number �g 23.16 ••{••++3.54 28.60 \ 39 6 FG 7.80 BC 15 , ' 85. 23.95 \ SDP f �0 2 23. 1 o w F C 2. �� �-(E r I ........._......._ -0......_.__-__. -...:_- ............____._. 23.03 1 x 33,3 28.80 ✓4 /� 1 moo, 26,¢1 c\, 23.7a N THE EDUCATION LAW OF THE STATE OF NEW YORK rn 4 +/313.73 3 �{ FC 27.72 25 TC 24.0 F 2 672 06 9 s 25. 9 PROHIBITS ANY PERSON FROM ALTERING ANYTHING TC 28.63 TC 26.25 tC 25.$0 RIM 22.40 BC 23.14 -. G 2 FC�22.58 ^__ FC IN THE DRAWINGS AND/OR THE ACCOMPANYING 25.31 BC 23.50 23.39 �� 7d SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION p II 2 g1 8.1 6 B BC 25.75 ,30 ® � �� ICr�Z.ZE4 OF A LICENSED PROFESSIONAL ENGINEER, WHERE _ _ - �� -- DIA N x 34.1 r 9 30.59 a _ TC" 38 �a s\ C 27.0 ®26.95 °I° TC 3,7$ 23.66 T 23.35', TC 3.03 � /�,, TC 2 .83 C 22.36 RIM 22.30 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL M 34-- -- 0 C 2 �- g 3.2 _ 22.85 Bt✓'L?,78 '` _ TC 22,61 TC 23.88 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE O -.- c.„-roc c c S S - 5 5 B rZ �8 5 /� �_^^ THE FULL EXTENT OF THE ALTERATION ON THE t\ MATC H Ll N E A-A DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) O / J / 1106,00, 77 7 77 77777-1 loos PIN&CAP J FN-D, T x 11.77 \ / x \04 x 1302 �\ r I x 0,10 ,r, _., v rex 1218 3 x 9.52 -•t, x` x 105 \� - x 1297 / \ ° 1300 Walt Whitman Road, Melville, New York X 4.73 ! / \ \ \ 11747 Phone 631 300 1010 % \ LEGEND: / x 13.82 \ \ OO / owner/developer: CONIFER REALY LLC 83 E. Main Street, 22.98 PROPOSED SPOT GRADE Rochester, New York te 6004 I ' x 11.14 \ \ 10,,2 \` Site/Civil Consultant \ 98 TC 25.50 PROPOSED TOP OF CURB 1 \ BC 25.00 PROPOSED BOTTOM OF CURB \ x!1.46 x 1417 / "-..- \.,` ,•.�. .. \ ~``-x 11.99 FC 25.00 FLUSH CURB ELEVATION � x 12.51 ',. ��.�\ '•�, \` / \ / RIM 25.00 PROPOSED RIM ELEVATION L K. MCLEAN ASSOCIATES, P.C. LONG ISLAND, NY \ 437 SOUTH COUNTRY RD., x 12.73 , / % / / x .22 BROOKHAVEN, NEW YORK 11719 ' , / x 1,•7/2,, , x 13.17 'Q •�\I PROPOSED LEACHING BASIN Tel: 631.286.8668 �. 'Q15; W/ SOLID COVER X 14.72 \ / / \ PROPOSED LEACHING BASIN W/ OPEN GRATE / I I x 17.73 � \ \ 722 ��i\ \ \ 2005 FRESHWATER --, � VINEYARD VIEW WETLANDS BY C.W. �, PROPOSED CATCH BASIN 17 TYPE C-2 NORTH ROAD \ \ \ BOWMAN, LAND USE ESI„ x 128, AFFIRMED BY NYSDEC TOWN OF SOUTHOLD, N.Y. 11939 \ x 1313 - LETTER 6/20/2018 �®; PROPOSED DRAINAGE MANHOLE � x !, 3 /% x 16.96 \ \ "1 O ,R � V (SEE TABLE FOR SIZE) ' \ X 1776 PROPOSED HDPE PIPE -w ': , '%° %� „' (SEE PLAN FOR SIZE) x 1290 \ PROPOSED MATCHLINE X 14.04 x 17.75 g- - � ~ ...ey,..,,,. '<..,,,,, .k .. „_ • / (SEE PLAN KEY) T x 15.40 \ \ \=-1531 \ \ %'' ' x 1705 \ \ \ %' \ \ MI � x 18.25 x 1587. \ -,: Q / x 1927 \ \ REAL ESTATE DEVELOPMENT, CONSTRUCTION 1:11ANA@EMENT L� ,,... !i1 1738 \ - r \ PIN&CAP \ \xI- J seal ,`t� �'.c►'� 11", I- x 16,13 x 19.19 / \ \ =\ \ x 1t.I0 �• L(� G. '/' C� U x 20.64 Q f r' ` �14.04 \ �� 'i�L.•� R x z°.o6 \ yy �y •� x 19.33 20.0! \ \ %' \ (I / /' \ \ x 8.13 6-U- C� � � \ \x15 , �� - r FES S CONSTRUCTION FENCE ` -\ \ issued date description / / x 2249 x 2�_ 1 97 SILT FENCE \14.10 \ \ \ 1 7-19-18 2005 WETLANDS DELINEATION �� \ (I.E. LIMIT OF18�3\TURBANCE) \ `r ) 2 8-22-18 ADDED STR'S:23c, 23d,37b LE.. x 1377 � / r„i.�-'"�� Z o . ; . . \ (TURTLE BARRIER) �� \ x� 3 12-21-18 ADDRESSED 12-17-2018 TOWN �_.. ' \ R14/20 50 \ \ \ X 4.5�\ \ COMMENTS f ..__ 0.5(4 .W x 1. \ \ of �� -- ---- -_ _- \` . ` 00 a t2 CID 0 -n.77 . �.\. . \ _.},.21.74 0 1C L VV \ \ \ \ \7.83 �__.... .._. .... 2.61 1 .• �. J "..,• 21.73 x}755 x 4 TC 23.00 „i' BC 22.5r' \ x f� ____'-__..._-_._..__..__.._,_.._______...�-- T .21.40 \ \ \ BC 22.50-'" 23.10 \ \ issued date description /� ' 3 10 X rn �- r F - F W F - W. Far- 92 00 c f TC 2 00 -_.. . 3 C 22.50 i g 09 �2 5 w BC , 2.50 \� \ x 4.41 0 3• -6 w F F, - - 3.11 4 22.50 ~ \ `�� \ � o STC 22.75 ;...I I X 21'25 FC 2.50 F Q +, BC 22.25 / I P-6 I TC 3.00 =�� w rm P TC 23.00 \ \ \ \ v BC 2 .50 / ® \ \ �, w F FBC�2.59- F - F - F - F - - v , I I 1 �2 W W W W W W W o -1 .5 a T T- LA- W� I TC 23.00 o y� `� ^� BC 22.50 A '� ' 3 \ \ / I f 23.20 Ld 3.20 0 070 23. x z�.ls � \ x 2r 97 23.20 I Q / \ x 1313 1.13 t ► 23.20 2.2%0 \ ` \` [Mi 22 4 �, E r I. 23.20 lI \ ' r r �b .`_/� I 311- 23.20 1. I x 16.3e \ W i � �8� 23.20 s o I Q Ln cN� F / � \ ^ate I I N ' 18'� D Q 1 I o \ \ - p 0 ) W -2.2% 3.20 23.1 N � 0 � -i N \� �: I N D " I 'S D. \ \ title \ x 14.64 h= ,1 23.20 m Z 1I BC 22.50 �P2 6 o RIM 21. 0 ' '�\ 3.20 j ?' 0• 19.80 �= F _ 5�0� ` ( EAST) DRAINAGE +' TC 22.4 E , ( W _ 5.9 20.81 \ -2.2 \ BC 22.71 �� �$m `� -' T 22.46 T 2 .00 cO p :I W W o \ \ / % \ TC 23.0022.50N 04 � 23.20 , C 22.36 BC 22.71 B ' J F 1 I- , \ PLAN F ; 23.20 3.20 C 22.50 ; C 22.60 0 LL CO W �. z 9• 20.55 I \ v IDPH\ : I 3 : TC 22.3.Q 0 x I x 19.16 \ \ � _... .__ 22.0. _ v :.29 09 1BC 22.61- C 22.71 m Z II {� �. - 20.47 0 TC 22.75 BG -" .4 TP 1 N� \ \ 2 5 LL N O LL Z \. N -S \ S 23.0P4 23.09 x 1. BCFC 22243 S 3 11 23.20 23.20 Ac� N .� Q � _ `; \.\ •3 41 PLAN KEY I BC 2 .65 �- v S S I S S SFC 22.32 X 1747 a I 141 23.110 FCL2� ti TC 23.00 x 20.49 23.20 ` , \ 0. / \ 3.00 4l BC 22.50 I I I \ drawn by: LMY J= FC 22.47 \ RIM 18:50 / \ >, I 2 .00 tt LCI u W 23.14 £ \ 18.50 \ 00 1- 21M 22. TC 22. 1 TC 22.63 23.20 23.1 s checked by: CFD \ >> 1 R \ RIM 2 BC 22. 1 BC 22.38 23.17 \ RECEIVED n ► C 3 TC 23.20 _ 8 � BC 22.95 �Q o _______....._..._..... P ® �,�e 3.1 TC 23.15 W BC 22.95 qdo -'_ / � _ / \ � - -_ scale: AS NOTED / p _ , j JAN 2 5 2019 E /� D 1 -B 22.70 --' \ / 3 9 N• 3.13' o e a D 1 -t'1 2 1 C 23.20 �� �`�__. T 2 .00 / x 19.60 project number: 17106.000 N o ....................: s o ec 2.70 BC 23. TC 23.43 R 23.1 <` t23.142.23 p 1 �C 22.70 B 2 50 / / / outTioTd Town 6j a 22.65 TC 23.30 TC 23.63 23.76 C 23.0 ,BC 23.18 BC 2.57 i j . 19.4 Planning Board O BC 22.80 B 23.13 T - TC 2.II81 I \ W f /x'950 ' N TC 24.25 BC 22.72 N N ` ` _ 9. L- TC 22.95 2 .23 3.03 .111" I x .6, / sheet number BC 22.45 BC 23.75 TC 22.97 O) v y F FC 23.80 BC 22.78 12.� _ - '-' / ! THE EDUCATION LAW OF THE STATE OF NEW YORK O ® ® m -® �® ® ® ��®® x ®' ® ® PROHIBITS ANY PERSON FROM ALTERING ANYTHING O / TC 24.20 TC 23. 0 TC 23.03 " 22.97 IN THE DRAWINGS AND/OR THE ACCOMPANYING N p RIM 22.30 � i / SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION TC 23.88 1 k BC 23'70 BC 23. 0 BC 23.36E 23.1 E OF A LICENSED PROFESSIONAL ENGINEER, WHERE DI -B cfl 1 TC 23.66 (,-© `L C 2 19 BC 24.30 TC 23.1 3 / / / SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL N D 1 -C D 1 / i �r� ��'08 BC 23.16 \ ) x 2° �,� BC 2 .69 r 7d rl�, Dr �� tto� P Ir�KIN I I 0 20 / 40 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE MATC H Ll N E A-A Feet DRAWINGTHE LA EXTENT AND/OR IN THE SPECIFICATION N THE 7 SCALE: 1" 201 (NYS ED. LAW SECTION 7209-2) 7""7777"'171117- MATCHLINE A-A --- ow LS.ItS CSI. L. � s3 . . : 3 3 X 2B 7 '0, a. `s �25.56 \ 1 22.70 \ TC 22.8,0" 28. 0 TC 22. 2 FC 27. 0 \ 23.254 1J." - ......._...................._........_- 3.07 . 7 0. Om \ 32.86 24.88 - 23.8 X04 7 x 19.2 BC 22`�2 x30.44M M 2� 5.45 25.22 , , �- 22.7034.69 3,.63.02 9 c f B 28.22 15 I 23.20 3.20 FC 2 :5 I TC 8.16' 75 A5 LF / 18" . % �. I TP- - 2 1 - P 0' D 1 F 3.39 33 19 , s BC 27.66 0 d L \ RIM 23.1 I 23.20 23.096\0/ 22.66 31. 9 30.26 c Y H 3. ' j TC 2 25 TC 26.70 \\fig `\- __/2 4.18 8 HDP _ _._......_ 3 I \\ s 2�. a , 23 �F I 22.95' 23.16 22 92 2 O 2 1300 Walt Whitman Road, Melville, New York BC 7 75 BC 26.20 85,. RIIA 23.58 23.03 22.65 4. 28.60 28.80 c\ 4'�q� 39 -FC 7.80 -$ �° 3.95 .... IDP �. TC 23. 1 1747 3.54 x 3343 f ^/ l q 26.41 I N i 23.78 ry f 23. 1 ti H C 2. �- '2/.72 25.09 F 22 72 Phone 631 300 1010 q 06 48.16 ry s TC 24.00 TC 28.63 TC 26.25C 25.80 25.31 BC 23.50 R1M 22.40 TC 23. 4- C 2 FC22.�8 LEGEND: J s4Bc x!34 . 3 BC 25.75 30® �. 23.3 ,\ ® g FC owner/developer: OI I X 34.1 ia) ® 0 23.66 TC 3.032 TC 83 CONIFER REALY LLC 30.59 3 TC x,38 �q, s ZC 27.OQ TC 26.95 S S TC 3.78 TC 23.35`. 8 C 22.36 RIM 22.30 34--.._ - 83...... O C 2 C 26.5 .4 2 .7 TC 23.88 S �__, _ s s s 83 E. Main Street,Suite 600, 31 ® s s s s I s s s s s 28 sBC $1 s s B 22 85� ss B s 2 �g S ® \� TC 22.61 Rochester, New York 14604 / s37 22.98 PROPOSED SPOT GRADE / % 4 28.80 N 28. 4 c j C 1 - tea' TC 26.64 TC 24.25 75BC 23.38 -' ( s /' � 0 X w TC 26.37 o EI 23.96 .__ _ II c . 28.32 N BC 26.14 � B �23.75 TC 23-:54 _• TC 23.68 TC 2 .88 N .,� BC 23.46 8.77 F BC 25.87 TC 24.35 �\ BC 23.04 -._13C 23.18 BC 2 38 I Site/Civil Consultant J 5.69 3.60 2.99 x 316 x 3a,a6 �-- , M M M TC 25.50 PROPOSED TOP OF CURB ` ' r. x 8.85 r 34.6 ......• Z W J \\ M TC6 1h M A M M M I C 23.85 M x 0 M \''�� M +n M M- M 9 I 28 I- W / 28.80 f ! ! ! ! �- ! sa# ! - ! ! TC 28.29 ! - ! - !I- ! - ! ! ! fic-2# T � :63- _......... - - = - - 4 - Z.78 _ 2.6.4 Z 7s5 7,7 a , .-- � TC 24.59 ` \ BC 25.00 PROPOSED BOTTOM OF CURB BC 25.79 24 24 75 ° 4.- - '� �X 34.77 1 '" ,._....._..r/ / \ W ` ,� ', T E �G-�27�2,0 7.80 7.° 26 FC 2 6.5 6 i BC 24.09 EIC BC 23.13�� � C 24.00 \..___�T---b` . -�`' \ 5:00 34£' A 1 X 4 O E 7 7 T j 8.81 Q U E TC 6.47 T T T T 7 T f tE E E E G 28 E G G G ��� � � `- _ FC 25.00 FLUSH CURB ELEVATION 4 U `•, 1 E E E E E E E- G--6A E E 5� p W 2 ' 25.80 �o` = I 23:50 00 \ TC w �__ _ m T, W ----w 8.83 / x 26.66 O '�T�' 25.40 �'�+- \\ 23.50_J 13 BC I BC 26.60 �... _- 2 2 UJ" 24.56 RIM 25.00 PROPOSED RIM ELEVATION 7 W �:. 4. R x 2 - _ \ % F- Q_� I 'L K McLEAN ASSOCIATES, P.C. ° J ®\` 3 F 58 25.06 M C \ 4 2" 26' " x 26.60 2 \ 28. 7� I 8.90 % / i 1 I RIM 26.00 - y rte. Z. W \I 00 Li ' LONG ISLAND. NY 26.85 ..J S.s2 26.80 �. 1 SWAL:E/ ST�f3 �V$T NTIZ5I�A- _ - - -'- -- - - - 2 -- z W \ A Q 437 SOUTH COUNTRY RD., G1 ' �\ / - 24.50 26 W =2 %, 3 �-®��� PROPOSED LEACHING BASIN Tel: 631.286.8668 8.80 VVV x 2B•sBL�+ BROOKHAVEN, NEW YORK 11719 / �N `^f n'� �' ° Q LLQ I-' 15 / W SOLID COVER 8.76 M N 26 x 2776 .50 RIM 24.50 RIM 23.75 .Q W \ •_�• / y 27.90 J= i OR `Ow` P� 3 28 `mss , \ I-- (� .0 \`► 3 _ ..� ; / LEACHING BASIN _..-.. -_...- 36- � .. 23.50 3.50 I \ � .� POSED LEACH � � \� to PRO X3 B � �, `. / 8.$2 W Q �•-- ...- 3 \16; W OPEN GRATE RIM.26.00 `- `'. L ' ... RIM 27.82 VINEYARD VIEW x 36.35 k 31.30 -/ `a .59 11 .\ x 2831 -� \'�� \ �\ I 3 PROPOSED CATCH BASIN x B�5.92 \ L �\ 17 TYPE C-2 NORTH ROAD (\ x 27,30 x 34.66 26,1+ _ _-- - - �.. .\ .. � 3 TOWN OF SOUTHOLD, N.Y. 11939 3: X 499 ~ �\ \ r'®� PROPOSED DRAINAGE MANHOLE �� 27.43 X17.00 \ 0 •0Q ' �� � •..d \ \ � / \ � \ � � \r' s so 1��7,(��.{'r��� 2 V _X ,-6CONSTRUCTION FENCE`2 1�\ \ f�} 18 SEE TABLE FOR SIZE ^ . 61 1 63- s 1 ��\ ( ) x `\ \ � �,� \ 29''° � `\ / � \` � � � � � PROPOSED HDPE PIPE ,, ����, \ \ SEE PLAN FOR SIZE) i.;,;:.; SILT FENCE \ ( ; (I.E. LIMIT OF DISTURBANCE) (TURTLE BARRIER) R\ ' 50 \ PROPOSED MATCHLINE x 29.11 r, I / I / f \ RI (SEE PLAN KEY) x 2775 \ 24.35 s � \ 24 i x 2377 \ x 24.+1 / x 24.76 \ 0 x 36.33 .._ 2767 / � \ \ is c f e K. ,r< r / % / fr x 35.33 ..__--.'.`.r _ - -^ � / \ REAL ES%AEE°EVElO EMENi,CONSTRO Cf10N t MANAGEMENT X 3536 � _\ x 2326 �\ 33.9, rx _ -.-...._ \ \ _ X 31.48 j- /--- , \\ / X 2+.37 _....._ _.._...'Z x 2 seal I ; x 25.97 ��.oeG��r x 24.61 � O %2743 / x 22,93 I � � x 33.62 x 2944 � '/ ,� x 2507 � 23% 7( X 23•17 }•^y X 3347 I x P6.75 �/ x 24.20 x '.61 / 1 / ' �/ X 2398 ]�E 000 2005 FRESHWATER \ { 4 x 3535 11177 7777= 37 Xn3501 , WETLANDS BY C.W. issued date description 36.20 x 2+.95 /� BOWMAN, LAND USE ESI„ 00 1 7-19-18 2005 WETLANDS DELINEATION W " ' / / % / I I AFFIRMED BY NYSDEC _ x x2.79 x 23.89 - 2 8-22-18 ADDED STR'S:23c,23d,376 �I x 23.30 LETTER 6/20/2018 1 - 24_. o \ \ 3 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS U n 4 12-21-18 ADDRESSED I2-17-2018 TOWN COMMENTS w J i i A I \ x O1 28.04 -97 yh ' [) I 1 I 7 x 2291 0 � u .. , , x 30.75 ' l i , x 2285 x 2363 ■ issued date description rn c_ •3 PLAN KEY . U P L }, C 0 0 20 40 U 7117-1 Feet 01 -A D 1 -B SCALE: 1" =20 c .N o / le rn a� WEST) D 0 D1 -C D1 - PLAN 1-11 In _0C: 0 0 Q drawn by: LMY REEI\/ED checked by: CFD j JAN 2 5 2019 scale: AS NOTED 0-IL I ___ ._ project number: 17106.000 LO Southold Town cV O N c C) c Planning Board a�i sheet number U THE EDUCATION LAW OF THE STATE OF NEW YORK O PROHIBITS ANY PERSON FROM ALTERING ANYTHING MPANYING 0 SPECIFICATIONIN THE IS, UNLESS NGS OITSU UNDERTHE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE D1 -C SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL N O ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE O / DRAWING AND/OR N SI (NYS ED. LAW SECTION 7209-2) � I 1 t* MATC H Ll N E A-A BC 22.45 ., .,.,.. _ '-- BC 22.78 _ _88 .. 4 _ FC 23.80 x x 45.07i e F _ w Tc 24.20 TC 23. 0 TC 23.03 \ zs7 RIM 22.30 - --- 23.13 / 2' ilfij TC 23.88 TC 23.66 -� `L C 2 .19 BC 24.30 1 ti 23.09 I / . . .. �t.t ,... � f � BC 23.70 BC 23. 0 BC 23.36 7 75BC 23.38 x 28. k Bc 2 ss TC 23. 3 W , / ,: _ TC 23.96 BC 23.16 `L . -B_C- 2$.8 T 13 T -T-T- 24 TC 25.38„ T G TG G G BC 23.46 FC 23.59 BC 24,88 t 2R w 'fC 23E24 22E 5 E E E E 3 , TC 24.15 C 24 H 3.1 x I BC 22.99 I TC 23. - .2 BC 23.65 j�� C 24.05 - BC 23.95 BC 2 2 ,1 z3.2o �-23.20 � '� � � 14.48 � L TC 24.38 G 24.53 TC 24.30 TC 24.20 £ _ x r;:a lWhitman l RR � G O 23.20 1300 Walt Whitman Road, Melville, New York 3.96 BC 23�t TC 24.17 24.93 TC 24.20 w TC 23.15 FC 23.08 117x7 X 1,.x7 k n4 G -Jt BC 23.67 24.86 BC 23.95 BC 22.90 1 / i _ Phone 631 300 1010 LEGEND: E E E E E E �� 24E� E E E £ x 16.65 T£--25_]7 BC 24.4 / C$ L® - 23.20 x 7 42 2� / x 1533 i owner/developer: )o �, TC 24.90 BC 24.67 - C 2 .55 TC 23.04 x� 1'P-3__--BC 22 0 \ BC 24.40 --�'. -' �� .� BC 22.79 � � x 1767 24.56 b� - "". .30 w £ 83CONIFER E.iMain Street Suite 600, z4•so. °° TC 24.30 FC 22.71 i 0. O TC 25.30 % x 25100 BC 24.05 F TC 23.08 ti / 0'3 �$ I Rochester, New York 14604 W 5 w BC 22.96 v -� F - F 22.98 PROPOSED SPOT GRADE 5.00 \ I BC 24.80 �`Z TC 25.38 W B9 \`O x 1,.89 BC 24.88 RIM 22.5 ,7% 1` w i 9 24,98 � w s s s ® (j W A N / FENCE 'I I CURB Site/Civil Consultant CONSTRUCTION TC 25.50 PROPOSED TOP OF 24.771 ` ~ H d Q LL N cV x 14.58 Tc 3.080 312 J N / BC 25.00 PROPOSED BOTTOM OF CURB 5.04 FC 24. -F BC, 2.58 x 1.x9 m I ,o � � '9 Z � x 1752 SILT FENCE x 16.38 / x 1.12 N -4'9% 00 23.20 LL_ ,-• / FC 25.00 FLUSH CURB ELEVATION 2g1p 25.10 2 TC 4.99 w _1 7 .�� E (I.E. LIMIT OF DISTYRBANCE) / 25'10 25.10 i x`49 I i ')�`• T .92 J 23.02 / x 2'3.20 (TURTLE BARRIER)/ lk 24.77 x es,. ti �\ 1 i B 2.42 I \ 25.10 % . w ' 28 - RIM 25.00 PROPOSED RIM ELEVATION J �. \ � 2Z.>,-'_23.12 � PROP 3 P.C. \ x 2523 \ 1 1 I - -1.10 t0 .9 .�21.,�� �F yy23.20 % 23.20 23.17 ! / / ,r L K. Mcg ASSOCIATES, Ln li> a y /' -f- LONG ISLAND, NY _J a: OA[� ` t� r' / \ x 14.23 437 SOUTH COUNTRY RD., W Lo(l LL• N f to S ( I C �/ 0%s L� 1 / / i �� TTel. 631.286.86 8 YORK 11719 PROPOSED LEACHING BASIN \ \ .J r yI '' w F � IM 22.3 RIM 23.10 - 21 / ��15; W/ SOLID COVER F- z - TC 22.51 '�--- � / x m - 1 0 DPE i `� h BC 22.01 i £ ° �T 2Z.72 '' % TC 22.50 , 3 % �' x !5'`° ,- �. PROPOSED LEACHING BASIN B 2 .22 BC 22.00 RATE 50 \ ( w - e° ® s + s c 22.20 ® �, x 15.5° \ W/ OPEN G 5.03 2%5.10 y� j C 21.10 x 16.3, � \ x Is33 % _ VINEYARD VIEW RI23.50 ....._.._......._..�._ ._....__.,_.---.......>_- T� 13 5,1 , T 2 T T LG-G G-.I-�-G G G G y G G-� `) Bc 3 \ �� PROPOSED CATCH BASIN 24. Y/ 24.99 N F 22.19 2 7 17 TYPE C-2 NORTH ROAD /VVV� I \ ° 3 ' 3 10' OPEN SPACE SETBACK PROVIDED (TYP.) TOWN OF SOUTHOLD, N.Y. 11939 - . -L 24 °fit ' ... . ..............._. °Jo x errs �S \ TC 2 TC 24.45 s PROPOSED DRAINAGE MANHOLE 24 \C 23.95 / x 16.1, 18 \ �. a _ ec 2 .4o Tc 2 .70 'mow T6 - -- ---__., EE TABLE FOR SIZE) - - o fi 23.45 I C \ F 0 � o B 5 -4. 5O B 2 .20 _ `\� ,,� \ I, TC ,� w W j x 16.73 x �. PROPOSED HDPE PIPE �L Z 23.50 c\' F F 22 18 \ 1561 �� / a� � ;.5D I x 6 �° `` E Tiff. �+ 'I' _�£ .80 _ (SEE PLAN FOR SIZE) � x 15es �.. '.Q t 1 \ TC 23.05 \ 16.18 % \ 1 ( `�\ Q \ / wig is/rte" Z . 23. 00 W RIM .25.1'1 . ,mcE, PROPOSED MATCHLINE 2.55 0 23.50 � 2005 WETLAND DELINEATION �� �� W - - ,�� 41, ------ _ ( - (SEE PLAN KEY) n _� ' s'" - F- " M BY C.W. BOWMAN LAND USE ' - _;- ! � -- d x 17.,3 �E/•a��1 W .,. ,.. DPE `�- �° \ ECOLOGICAL SERVICES, INC.) \ Z � RIM. 23.50 � ' i� N 1 _ 12z. _ - .+r .. _ .... __._._.__.... _ M^; -I 23 0 � \ 8 5 x IZ17 -- ... - �...... 22 lV .24 \ \ x 2a9e __....__..20.._._.."...-..__ 8.25 r 10 CF 2 78 23.50 ' 03 �� � -} 8.50 6 / x/19. c o I . f e r U 72 - / ' ... _......_ _._.._ x 1752 x 17.63"' w REAL ESTATE DEVELOPMENT.CONSTRUCTION at MANA°EM ENt . •�• _ . / • _ - >� / ' ' \-. 8.28 i i '\.. x 18,44 x 78.3, \ seal r w� 17.00 5 i / \ x 19.48 T 3 pt \ \ O 1W1_ E'vi 3 \ x 24.21 / Q) W x 18.64 r w (c t7 ,}1l > !r O \ i x 23.47 8 .Q 7 () tK (� u �R -- Z \ \ V 569 5 .a x 17.35 �. 'C:J� F- 'O• � O 0 w �� LIMITS OF 100' x ,8,32 � i o - i ad w . . +17.16 \ (2005) WETLANDS 0 / x 17.51 \ \ , BUFFER (TYP.) J \ - - - o �.00 . \. . �♦ 9.18 issued date description �° \ 1 7-19-18 2005 WETLANDS DELINEATION �% 2 8-22-18 ADDED STR'S:23c,23d,37b Lr_I 9.06 � / / �\ \, x 78.89 3 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS UI x 22>? / / % \ � 4 12-21-18 ADDRESSED 12-17-2018 TOWN Li- %" !' / / \` 18.9 �% - x 1727 \ 18.72 \ COMMENTS x 17,85 \ \ x 1883 O x 22,1 -' // x 16,17 \, O x 19.16 ' 0 / � x 16.81 x IB.51 i \, \ , issued date description n Y- x 18.67 i - � � Q / _...__ ._.....__.. \ \ x 18.28 x 1782 I 0 I O PLAN KEY ,- x 14.76 ///� \ \ LIMITGARDENAI/ ' U /x 1590 STORMWATER \ \ x 18.45 x 1521 \ x 18.26 U) \ RETENTION AREA \ LZ 2005 FRESHWATER WETLANDS x'5'84 -- ---- ___-_ _. % BY C.W. BOWMAN, LAND USE \ '8 °' �- ESI„/AFFIRMED BY NYSDEC // f D1 -A D1 -B LETTER 6/20/2018 -�� � x 18.27 \� ` title x 1717 \ / (SOUTH ) LL_ -1-1 E DRAINAG / x 1339 ♦ _�•�- �� x 18.23 x 12.77 / x 1357 -�\- \ - 1(g _ �i� PLAN -0 0 20 x ISIS 40 / / -- - D 1 C D 1 - Feet / / 'x, - - x 13.02 SCALE: l" =20' 0 0 drawn by: LMY 0- a �� T��® checked by: CFD a scale: AS NOTED 0 E � JAN 2 2019project number: 17106.000 Southol Town N O N CL O � Planning Boar W sheet number I m C� THE EDUCATION LAW OF THE STATE OF NEW YORK Cn NGS R THE MPANYING O 0 IN THE SPECIFICATIONIS, UNLESS UNDER DIRECTION PROHIBITS ANY PERSON M ALTERING 04 O OF A LICENSED PROFESSIONAL ENGINEER, WHERE DI -D N O SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE C DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) 0 d. 0 40 80 Feet d 35,77 38.34 3546 �e 2Q SCALE. 1 -20 .- 35.31 33.81 �G2'g62 L x C'P, 102 3312 MAG NAIL SET ' x x ASPM CURB N 345,218,61 33.67 33833 7' x x L x E 1 4 28 94 7,76 34.18 33.35 W -..--..-..� ,.. _ `\t x / / 3253 3 W w i LIPAIJ 3326 31.73 32.48 ELEV,=34,36 W -____.-_.. w .lYl--- W �Axkba \ \`^.^.... LIPA16 x 33.37 32.29 - -' W -.---- WE x__ A S Ply, ,HIOUL DER' Q� x ^" _ " ' J x hM 3319 ROADC 48 REMOVE EXISTING PAVEMENT W `- W ----- W ---- W --- W WEX, ASPH, SHOULDER W ----- W- W W W W W - W W _..----- W MARKINGS (TYP.) CENTERLINE OF 1300 Walt Whitman Road, Melville, New York �' DRAINAGE HEADWALL Cl- i I 11747 -3d64 ._ COUNTY ROAD O .., ......_ .._W ._ ............. __ -......_.ar.3d.d7.-,. .. O ____ - Phone 631 0 1 010 �y9 QQ34,3?- ..-.. ...,. 0 O --34 33,75 EDGE OF PAVEMENT � I I NEW PAVEMENT _ _--x _ _,. owner/developer: ''� I-V MARKINGS (NP.) EXISTING EDGE OF O p 0 OPRI'ATE SIGNAGE- &-STRIPING x I CONIFER REALY LLC ASPH, SHOUL . PAVEMENT BE PROVIDED UNDER THE DIRECTION OF I C E. Main Street,Suite 600, 6 x 34.87 O ' ' ' , •� __,.&.... x 34,99 \ N""•�.. ---M. -•-- ---�-- 6 -----,-.- G G __-- --ASPG_ -x 3 T7 x 34.38 2 �A �2 18. 7 SCDPW TO FACILITATE SAFE BICYCLE DRAINAGE HEADWALL J AGE TO AND FROM THE EXISTING I I Rochester, New York 14604 G G BigCLE FACILITIES ASPH. SHOULDER' G DGE GF PAV 'f2. Mo I X __..- E. e Site/Civil Consultant \ x 618 / . -- '�. � I"� x 34.18 - - zi x 34.35 � , 3R. X 34.66 r. .. _ x 34.94 ; c 31.17 � , ,.,.,, '';�J,✓>� � ...-.^"'• 3 P 34 � x 3325 «---•--' �„„ ,; .,,rr, "i'. ;j• 3 32. . x.174.1 � ,..,,,,._.-• -:,:-„ .r;.,z aY _`^--.,.' .38.- 5 ' �� 1 33 ,.,•-^ '"� � -_'•--_ _r=--�' .RCP -'-'^•�- - is �:`'�`'�;„ �8. _••,....- � / .-x'.2676- \\ \ 34 U 33, STORMWATER PRET �. McL.EaN ASSOCIATES, P.C. /:� ... ,i LONG ISLAND. NY ,3 - ©i SOUTH COUNTRY RD. �.. / -3 O / 1' AREA 437 R N NEW YORK 11719 BROOKHAVE RUNE OF C E N T S Tel: 631.286.8668 3492 O i:, -- - - - - - --- - --- - - - - x 3343. AD •�yr s c' . RO ENTRY o E N T 3 EST - W - - - - - - - - - - - - - - - - - - - . - - - . 3 31 77 , 'x 36.35' /,:gS 51((x/, ,,,, \®: V��■ - -R-Y so In ...........A�■�■��RR.- P y OF � I�fl L, " ` � I CENTERLINE 36, �. VINEYARD VIEW ROA 32 . 3p \. x T NORTH ROAD 30 _ - - -= TOWN OF SOUTHOLD, N.Y. 11939 3 % 2 5.0 1 2 LU x 34.89 s �� ,.,.y;,� // .,..-•-."' / .,/%, ''�":' .377 I. RAIN GARDEN "^^+,,,,, I .r„• ;, ,.y�/`" :.s ;,;< .\ t ( N 1 \ i ..- ';✓' moi , ^r` .x 3 6 / +•-,•,,,�^ ...--- Z , �' `,' , 1 .�,®, f s ► STORMWATER � � �\ RETENTION AREA 32.86 � STORMIIILA. , ER , r i. 'r R 30 x; , RETENTION AR , RETE , COMMUtiTY BLDG. :� ;i _ � N �. I @SME T � 1�,/ • '`f REAL ESTATE DEVELOPMENT,CONSTRUCTION Q MANA N I � CfJ x 31.48 �o ; 32.4 .. .. ' ,�;. •'Y', '9 b, ''- „ -, yi///i s is r , - �a t, i, ; a T Y „ �i , i c O � P 't Q / t •4 '3 r / / ,3 t r i r x" / s y, \ D; 1 TY � „ `3 BLDG.N 2 ..- x 9V7 J , f e N Li -- IN GARDEN J 56..8 '^ I( V! 0 1 F G r' x -p 911 ER 2 WAT O RM W'0 . �. S 8 •. 2.9T \. t >. 2 e f r;r"- f� t i r v v o r ~\ NTIO.,N AREA 3 v issued date description 0 I 0 2 12-120,18ADDED 8 ADDRESSED TOWNION LANE AS CCO COMMENTS 40 PER SCDPW COMMENTS O �I CSI CR EDGE OF RO'U_ D 40 36 I 0 5 049 OPQSED_G O o CR 4 EDGE OF ROAD � issued date description _ 8659 EXISTING RADE N 3 6 3 2 8 >�--- PROPOSE; GRADE 3 _ w a 4 '0 Z �� 0 28 ° 32 ' w �' 28.6 s ° 116 1 E ISTING GRADE 8 2 Imo`f g title ROP. C.I. ROAD PLAN 27. 0' '?S>q 4B% -0.15% 41 24 20 - & PROFILES O (SITE ENTRY) DATUM ELEV DATUM ELEV 20.000 16.000 o N 00 - - 00 6) N00 � O 0 � deo � O � � Q0Ln � � � � d O 0000 Ln 00 RECEIVED -o f� O 00') L ) T- Ln Ln Q0 0� d' N CD � Q0 � � Lf) O O CD � d- 00 drawn by: LMY NN I'r1N � � (� 00 X00 � N � LJO N . d� r- � �- � 0) � 0006 I� � � � JAN 252019 checked CFD 0 � � 00 00 I� N N r- 00 I� NCO _ y' �' Cj 00 00 f� � � � � � � N N N N N N N I`� N N N N N N N 'Southnlo Town scale: AS NOTED a Planning Board E I project number: 17106.000 N o 0+00 0+40 0+80 1 +20 1 +60 1 +80.13 0+00 0+40 0+80 1 +20 1 +60 1 +78.99 o a sheet number m CD ' _ WEST ENTRY ROAD (CENTERLINE) ON CR 48 EAST EXIT ROAD (CENTERLI E ®N R PROHIBITS ANY PERSON FROM ALTERING ANYTHING 0) 1_1 IN THE DRAWINGS AND/OR'ME EDUCATION LAW OF HTHE T ACCOMPANYING RK `- O 0 C) SCALE: HORIZ.1"= 20', VERT. 1"=4' (5X EXAGGERATION) SCALE: HORIZ.1"= 20', VERT. 1"=4' (5X EXAGGERATION) SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTIOND1 -E OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL Ifj 00 THE FULL EXTENT OF THE ALTERATION ON THE N ENGINEER MUST SIGN, SEAL, DATE AND DES DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) O � 777 PROPOSED 3'x10CONC. PAD WITH 12" HT. -; f 40 PERIMETER CURB z COUNTY ROAD 48 (BOTT. EL=28.0') ".. >. ORi H R OA O C . . 4 PROPOSED AREA DRAIN EXISTING RIM EL.=27.87'(2" LOWER THAN INVERT) 36 HEADWALL (SEE DRAINAGE PLANS) EXISTING 18 RCP Li i i PROPOSED 6" HT. CONC. CURB PROPOSED AREA DRAIN INV.=28.03' I I - i (FOR OVERFLOW AT EL=28.5 ) RIM EL.-27.87 EXIST L I PROPOSED 12 MIN. DEPTH OF RIP-RAP (6' WIDE) �/ r (SEE DRAINAGE PLANS) o FOR OVERFLOW _ �/� ��1��, 7L 1J� l�' I o PROPOSED 3'x10' CONC. GUIDE RAIL 3Z ( ) EXISTING GRADE �" PAD WITH 12" HT. PROPOSED RIP-RAP PROPOSED PRETREATMENT CHAMBER ,4 PERIMETER CURB 1 g" , 1300 Walt Whitman Road, Melville, New York (FOR OVERFLOW AT I I (PONDING AT EL.=25.5 ) EL=28.37 ) i \ (BOTT. EL=28.0 ) --- I \ EX. 18" RCP E�AT� PROPOSED TOP OF 11747 - Phone 631 300 1010 .. ____._ .....". -^„_ -", -- .. --•_,._ x 33<9 -- -33' 2 8 BERM .= 6.0' RM EL 2 3 6" (TYP.) owner/developer: er: --- 24" DEPTH TOPSOIL p RELY LLC 32 --- — ____ _ PROPOSED SAND FILTER BED 830FER E.(Main Street Suite 600, 437 - ___ �_" - -- _31_ ----- ----- --- 18" �` Rochester, New York 14604 �1 A6. ___ __ _.,,__ ` ' --~ — ---' — _ `-- -- _ _ " — --- ''�-- -- x �a� 2 4 I PROPOSED PRETREATMENT rlr'Y EXISTING 18 RCP /" --_ ---- - _ -- INV.=28.03 Site/Civil Consultant / PROPOSED BOTTOM EL.=25.0 CHAMBER 30 (BOTTOM EL.=25.0') Z \ ---x--&�� DATUM ELEV r,, ----- PROPOSED AREA DRAIN -- �~` �`"� ai° 20.000 k 00 RIM EL.=25.5' i -_" c, (SET 6" ABOVE GRADE)/ / �,� �~` \ N \ � N \ PROPOSED AREA DRAIN � � � � CO � 0-) RIM E " ABOVE GRADE)PRETREATMENT SEDIME MBER (SET 6 I� d- L K McLEAN ASSOCIATES, TES, P.C. O " N LONG ISLAND, NY + \ 29 437 SOUTH COUNTRY RD., B BROOKHAVEN, NEW YORK 11719 PROPOSED TOP OF Tel: 631.286.8668 BERM EL.=26.0' i 0+00 - 0+40 0+56.68 PROPOSED AREA DRAIN RIM EL.=25.0' - - - - - - - - - - - - - - - - - - - - - - — _ — _ _2 (NORTH ) PRETREATI'v"IENTSEDIMENT CHAMBER.(SET 6" ABOVE GRADE) —� - - - - - - - - - - - - - - - 8 VINEYARD VIEW PROPOSED BOTTOM EL.=24.50 25 - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - _ - - -- \ \ (SECTIO /`1-/"t) NORTH ROAD SAND FILTER" BED T PROPOSED TOP OF TOWN OF SOUTHOLD, N.Y. 11939 I �" \ BERM EL.=26.0' SCALE: HORIZ.1"= 10', VERT. 1"=5' (2x EXAGGERATION) AmE NONE 27- \ " � F.G. ELEV. CL \ -- - - - - - - - - - - - - - - - - - - - =25 Z5— - - - -�- - - - - - - - - - - - - - - - - - — — — — 25 PROPOSED SAND FILTER BED r F.G. 5tEV. F.G. ELEV. = 26.00 PONDING AT EL.=25.0=26.00 ( ') ..... i _ % '- -- I� 26 ,/ PROPOSED SAND FILTER BED EXISTING GRADE (BOTTOM EL.=24.5') — — — — — — r, 25 PROPOSED N GRAVEL AS ORDETAILEDED --__ --_ �26 PROPOSED 15.0' ROTORMWAOSED TER RETENT ON , TOP OF ?S EM ELR 26.0' PROPOSED TOP OF AREA (SEE LANDSCAPE PLANS ® II 23 \ 28 BERM EL.=26.0 & DETAILS) con e 22 3 3 3 6" DEPTH TOPSOIL (TYP.) REAL ESTATE DEVELOPMENT,CONSiRUCT10N MANAGEMENT SEE DRAINAGE PLAN & DETAILS 24 seal PROPOSED RIP-TRAP PROPOSED 8 SOLID DRAIN - -(FOR OVERFLOW AT.- 2e''° h c^ � PIPE FOR UNDERDRAIN . PROPOSED �!' �� A^!� EL=27.75 I / SYSTEM (OUTFLOW) PRETREATMENT 18" DEPTH CLEAN 3 ) I 2 0 ?� CHAMBER " � WASHED CONCRETE ,.,.__�:• \ (BOTTOM SAND I) / `- "'- -- EL.=25.0' 5G`85 II /" '� %� ' `\�`. \\. __ \"\ \ 24 ) LGRAVEL & 8"� PERFORATED 7r' ,�Y\'� / I / PIPE UNDERDRAIN SED 8"0 SOLID DRAIN � 1 i \ / \ \ DATUM ELEV PIPE UNDERDRAIN SYSTEM ' �_� -/ 1 \ 16 000 (INV. EL. =21.5') ®� �� i \\ issued date description �` II RAIN GARDEN / STORMWATER .= "` ' %i \ \ L0d- `t � (� N LC) 1 12-7-18 ADDRESSED TOWN COMMENTS B / / /" \ RETENTION AREA :. I f� N LLI o / / / -- ` LO Nom} NN NN NN B I OSWALE 23_ STORMWATE 0+00 0+40 0+73.80 ' .,� o RETENTION. . SAND FILTER BED 23 AREA issued date description m1: \. l 'm (SECTION EXISTING 18" RCP SCALE: HORIZ.1 = 10 , VERT. 1 =1'0 (NO EXAGGERATION) V o EXISTING HEADWALL PROPOSED SAND FILTER BED LL_ \ \ 01„ (PONDING ELEVATION) le i \ \ �. i /.. / a 31 title BLD�G . 1TYPESTORMWATER:' a ° 12 REVEAL _ _ _ _ _ _ _ SEE PLAN & SECTION FOR 10' TREATMENT t: o I I 1L , =L J1 6" DEPTH TOPSOIL H I0 � ; 2 wi�� '�. 2 FILTER FABRIC U, p 6 REVEAL SYSTEM - , a . 18 DEPTH CLEAN v WASHED "CONCRETE" a SAND NONE SITE PLAN FILTER FABRIC 4-1 RIP-RAP -°o PROPOSED 12" DEPTH SCALE AS NOTED GRAVEL & 8" PERFORATED drawn by: LMY --►� 6' RIP-RAP — PIPE UNDERDRAIN SYSTEM checked by: CFD 41a 0 RECEIVED _____ scale: AS NOTED (NORTH ) PRETREATMENT project number: 17106.000 N o 0 20 40 JAN 2 201 SEDIMENT CHAMBERBED -- ,��� s�� t3. ��� FeetSAND FILTER SautFinld Town L 1 Planning Board SCALE: 1" =10 NOT TO SCALE THE EDUCATION LAW OF THE STATE OF NEW YORK sheet number PLAN VIEW O O PROHIBITS ANY PERSON FROM ALTERING ANYTHING IN THE THE ACCOMPANYING N 00 SPECIFICATIONS,O UNLESS TS UNDER THE DIRECTION NOT TO SCALE OF A LICENSED PROFES , WHERE SUCH ALTERATIONS ARESMADE, THEINEERPROFESSIONAL DI —F N O ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE 7r � r THE FULL EXTENT OF THE ALTERATION ON THE p DRAWING AND/OR ICATION LAW SECTION 7209-21) (NYS ED. 5" TABLE OF DRAINAGE STRUCTURES 4 8" THICK REINFORCEDSTRUCTURE EFFECTIVE CONCRETE TRAFFIC BEARING TYPE RIM INVERT(S) GRATE/COVER SLAB 24" DIAMETER # DEPTH {VLF) - vi CAST IRON 'INLET GRATE & 1 LB 21.00 SW 17.30 5 GRATE SURFACE AS PER FRAME (OPEN OR SOLID AS 1b 4' DIA. MH 25.50 W 21.80 N/A GRATE . p p a p p p p p PROPOSED SITE PLAN PER DRAINAGE PLAN) 1C 4' DIA. MH 28.00 E 24.30 N/A GRATE 30" 36" 1d PIPE END SECTION N/A 21.50 N/A NIA 21 3/4" le 4' DIA. MH 25.50 S21.80 N/A GRATE 1f 4' DIA. MH 25.00 N 21.30 N/A GRATE w . 1 . p p p p p p p p 4 MI 2 LB 22.50 NW 19.50 5 GRATE p p p p a p p p 2b 4' DIA MH 22.50 NE 18.80 N/A GRATE V. 3 LB 22.54 SW 18.39; SE 18.39 4 GRATE 1.. 8" 3b 4' DIA MH 21.00 SE 17.30 N/A GRATE -►) Y2 BRICK ADJUSTMENT 4 LB 22.11 NW 18.39 4 COVER " Q ® ® ® ® ® ® 4b 4 DIA MH 21.50 NW 17.30 N/A GRATE 1300 Wait Whitman Road, Melville, New York 47 ;Y4"9p I M ® ® ® ® ® 5 LB REMOVED REMOVED 5 COVER 11747 a6 M ® ® ® ® 6 CB TYPE C-2 22.51 S 19.51; W 19.51 N/A RETICULINE GRATE Phone 631 300 1010 DtOM 12 19 DfA PLAN SECTION a°�6°� ® ® ® ® 7 LB 23.24 NE 19,25; E 19.25; SE 19.25 5 COVER •a o:a d •cS6D°e 4 COVER owner/developer: '8`opo D 0° °- ® ® ® ® 8 LB REMOVED REMOVED 5 CONIFER REALY LLC b'°`°g 9 LB 22.15 NW 17.95; NE 17.95; S 17.95 4.5 COVER 83 E. Main Street,Suite 600, EFF. DEPTH A PER GRADING - a8b°a'°0. HDPE PIPE °°ao o•s� NOTES: °ab"oP^ (SEE PLAN FOR SIZE) 10 LB 23.03 SE 17.95 4.5 COVER Rochester, New York 14604 & DRAINAGE PLAN - o�oo••go 10'0 DEEP PRECAST 11 LB 23.08 S 17.95 4.5 COVER 1. MATERIALS: CONFORMS TO - 12 CONCRETE LEACHING 12 LB 22.87 S17.95 4.5 COVER ASTM A48 CLASS 30B OR = ® 12 RING - Site/Civil Consultant 35B SPECIFICATIONS ® ® as 13 LB 23.03 NW 17.95; N 17.95; E 17.95; SW 17.95 4.5 COVER 2. LOAD RATING: FOR AASHTO & _ ® ® ® aaao 14 LB 23.02 W 17.95; NE 17.95; SW 17.95 4.5 COVER HIS 20-44 HIGHWAY LOADING •��° NOTE 1: ® ® Bod�oo, II= CLEAN FILL MATERIAL IMPORTED 15 LB 22.75 NE 17.95 4.5 COVER 48 p�oo:� - 3. FRAME AND COVER AS (�- ® ® ati a = I I FROM OFF SITE SHALL BE FREE OF 16 4 DIA. MH 21.80 SE 18.10 N/A GRATE VIII °p MANUFACTURED BY LONG dopo a ORGANIC MATERIAL & CLAY. 54" ISLAND PRECAST OR ;agboog• �IIII 17 LB 21.80 NW 17.95; SE 17.95 4.5 GRATE APPROVED EQUAL. P°gpoo' X1111=I I I 18 4' D IA. MH 22.10 N 17.95 N/A GRATE 44° a 2' MIN. _ °8° - 19 LB 24.22 SW 21.35 4.5 COVER qD p�coo ay p�Oo SECTION opo°°g•�°°°gb�a 20 LB 24.20 NE 21.35; S 21.35; SW 21.35 4.5 COVER GROUND '�'q4� L K° McLEAN ASSOCIATES, P.C. CLEAN SAND & GRAVEL FILL 21 CB TYPE C-2 22.42 NW 19.42; S 19.42 NIA RETICULINE GRATE WATER AS APPROVED BY THE E.I.0 LON22 LB 23.76 NE 21.35; SW 21.35 4.5 COVER 4337GS SOUTH COUNTRY RD., 30 X 48 FLAT CURB INLET DETAIL 2' MIN. 10'-0" 2'MIN. SEE NOTE 1 23 LB 23.73 NE 21.35; SW 21.35 4.5 COVER BROOKHAVEN, NEW YORK 11719 Tel: 631.286.8668 N.T.S. 23b CB TYPE C-2 24.51 NE 21.51 N/A RETICULINE GRATE LEACHING BASIN DETAIL 23c LB 24.39 NE 21.35; SW 21.35; SE 21.35 4.5 COVER 23d LB 26.26 SE 21.35 4.5 COVER N.T.S. 24 LB 22.82 N 19.24; SE 19.24 4.5 COVER 25 LB 23.35 NW 19.24; W 19.24; SW 19.24 4.5 COVER 26 4' DIA. MH 22.80 N 19.80; SW 19.80 N/A GRATE VINEYARD VIEW 27 AREA DRAIN 22.80 N 20.30, S 20.30 N/A GRATE NORTH ROAD [- 24"- 28 LB 23.08 NE 19.80; NW 19.80 5.5 COVER 29 LB 23.22 NW 19.80; N20.30; SE 19.80; W 19.80 5.5 COVER TOWN OF SOUTHOLD, N.Y. 1 1939 6" TOPSOIL & SEED 2.0' 30 LB 23.12 NW 19.80; E 20.30; SE 20.30 5.5 COVER - 34"� (TMP ) y 31 AREA DRAIN 22.80 W 20.30, NW 20.30 N/A GRATE SECTION 18" HDPE END W W �� 18 HDPE END 32 AREA DRAIN 22.80 S 20.30, NW 20.30, E 20.30 N/A GRATE -;ice 33 LB 24.00 W 19.24• E 19.24 4.5 COVER SECTION SECTION NOTES: 2.0 TOPSOIL & SEED 34 LB 23.92 N 19.24; W 19.24 4.5 COVER 35 LB 23.47 W 19.80; E 19.80 5.5 COVER / � .F: PLAN 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 308 y (TMP ) 36 LB 24.46 W 19.80; .�. � E 19.80 5.5 COVER ;� OR 35B SPECIFICATIONS = 37 LB 25.08 NW 19.80; E 19.80 5.5 COVER % '" 2. LOAD RATING: FOR AASHTO & HS 20-44 �/ __ % off ,�. , % o --- f'�C 37b LB 25.01 E 9.24 5.5 COVER HIGHWAY LOADING 3. FRAME AND COVER AS MANUFACTURED BY LONG - O __ _ GRADE 38 LB 25.01 E 19.24 4.5 COVER ISLAND PRECAST OR APPROVED EQUAL. HDPE PIPE IV \\ 00 ( I �O 39 LB 24.66 E 19.24 4.5 COVER N f e (SEE W I �---OQ-►-I I 40 LB 24.15 W 19.80; E 19.80; SE 19.80 5.5 COVER 5.5 COVER 41 LB 23.71 24 HEAVY DUTY FRAME & COVER DRAIPN�AN) y 0� SECTION 42 LB 23.72 N�1980; S 9.80; SE 19.800 5.5 COVER RIP RAP STONE HAND SET AND coni N.T.S. PACKED TO 1 THICK 43 4' DIA. MH 22.81 NW 19.80; SE 19.80 NIA GRATE AL , ONSTRDCTION a MANAGEMENT 10" x 10" W W NON-WOVEN GEOTEXTILE FABRIC BUND 44 LB 25.70 E 19.80 5.5 COVER KNOCKOUT UNDER END WALL EDGE, STONE rn'• PLAN 45 LB 23.33 N 19.80; SE 20.30 5.5 COVER RIP-RAP STONE TO AND SIDES - 8oz. 46 AREA DRAIN 22.81 NW 20.30 N/A GRATE seal MEET PROPOSED 47 LB 24.70 E 19.17; SE 19.17, NW 19.17 8 COVER OF hE��y GRADE SECTION eF- t:t :,t ;± :: 47b LB 25.86 SE 19.17 8 COVER .`Q L4� G•C+ O� � tr0`•` //.�. �- a cel t� :: :, 48 LB 23.72 W 19.17 8 COVER c�_ PLAN VIEWCn 49 AREA DRAIN 22.80 W 20.30 N/A GRATE g t_'7 r��J tom. `:�".,�,.7: ::lt? � � R,' .. .:»•• c^ �- C�[ r`.�L' Ci24 --�-I I _ 50 LB 23.57 NW 19.17; NE 20.20; SE 19.17 8 GRATE a a ' CD t DRAINAGE PIPE END SECTION N 51 4 DIAMH 23.11 N19.27; S19.27 N/A GRATE n �, -• 52 4 DIA MH REMOVED REMOVED N/A GRATE r16, i..? _ Vf' 5G985 C5 OI v, -----34" N.T.S. 54 CB TYPE C-2 22.41 27.82 NE 24.12; SE 25.12 4A RETICULINEGRATERATE SECTION PLAN : . SIDE VIEW 54b 4' DIA. MH 26.50 NW 23.50 N/A wA 55 LB 26.50 NA 8 GRATE issued date description ROOF LEADER INSIDE DIA. (IN) HEIGHT (IN) WALL THK. (IN) WEIGHT (#) 55b 4' DIA MH 26.50 SE 23.50 N/A GRATE 1 8-22-18 REV. DRAINAGE STIR.TABLE PLAN NOTES: 18" s (NO K.O.) 4 135 56 LB 25.00 NW 22.00 8 GRATE 1. MATERIALS SHALL CONFORM TO ASTM 2 11-26-18 REV. DRAINAGE STIR.TABLE �I TRANSITION 1s" 12 (NO K.O.) 4 270 57 LB 23.50 NW 19.75 8 GRATE �- A48 CLASS 30B OR 35B 3 12-7-18 ADDRESSED 10-2-2018 TOWN COMMENTS v 2. LOAD RATING SHALL BE AASHTO & HS CAST IRON CLEAN OUT "1"Li 1s" 24 4 540 57b 4' DIA MH 23.75 SE 19.75 N/A GRATE 20-44 HIGHWAY LOADING BRANCH WITH BRASS OR 58 LB 22.00 W 18.30; SW 18.30 7.5 GRATE BRONZE PLUG MODEL c H 0 OD r 59 LB 22.27 E 18.30 7.5 COVER 0 OI 24" 0 HEAVY DUTY FRAME 4" CAST IRON PIPE 11838 1e• 3• 161/2- 221/2' 1' 60 LB 22.32 NE 18.30; W 18.30 7.5 COVER 0 1% MIN. PITCH_ GRADE 61 LB 22.00 E 18.30 7.5 GRATE & OPEN GRATE COVER AREA DRAIN DETAIL 62 LB 22.46 SW 18.10 7 COVER 0 63 LB 22.16 W 18.10; E 18.96 7 COVER N.T.S. - N.T.S. issued date description - 64 LB 22.35 NW 18.10; NE 18.10; E 18.10; SW 18.10 7 COVER NOTES: 65 LB 21.80 W 18.10 7 GRATE 1. CONCRETE 4,000 PSI 0 28 DAYS 66 LB 22.37 NE 18.10; E 18.10 7 COVER c 2. REBAR TO BE ASTM A-615 GRADE 60 67 CB TYPE C-2 22.31 E 18.61 N/A RETICULINE GRATE o I 3. WELDED WIRE FABRIC ASTM A-185 68 LB 22.90 W 18.50; SE 18.50 7.5 GRATE 0 --5'-011 8" ADS 1"_2» TYPE C-1 (CURB Box) 69 LB 22.78 NW 18.50; SE 18.50 7.5 COVER 0 SLOPE ® 1% 8" TYPE C-2 (WITHOUT CURB BOX) 70 LB 23.35 NW 18.50; NE 18.50 7.5 COVER 71 4' DIA. MH 22.80 SW 19.10 NIA GRATE ROOF LEADER DOWNFALL DETAIL U GUTTER LINE 72 LB 19.00 NA 4.5 GRATE N.T.S. TOP OF TOP OF GRATE AT 73 LB 23.10 NE 19.40 7 GRATE MASONRY 74 CB TYPE C-2 22.51 SW 19.51 N/A RETICULINE GRATE CAST IRON FRAME & GUTTER LINE 75 LB 24.35 SW 19.14 8 COVER SOLID COVER TO GRADE B 76 LB 23.51 SW 19.14; SE 19.14 $ COVER GRADE F 77 LB 24.30 NE 19.14; SE 19.14 8 COVE CD CD W 5" MAX 78 LB 23.40 NE 19.14; SW 19.14 8 COVER 3" 79 CB TYPE C-2 22.38 NW 19.28; NE 19.28 N/A RETICULINE GRATE title ------ - o TYP. 6' MIN jy BRICK MAY BE USED TO REINFORCED, 4,000 Z 80 LB 23.10 NE 19.40 7 GRATE ADJUST CURB INLET CAST T PSI TRAFFIC BEARING W •I DRAINAGE 4-1 IRON GRATE & FRAME N -+ ~ 81 LB 24.00 N 20.50 N/A GRATE CONCRETE SLAB � 1' 4" MAX N Q � SURFACE ELEVATION A ------ . 81 b 4 DIA MH 24.00 S21.00 N/A GRATE MAXIMUM OF 12 INCHES. a A. 6" w 82 LB 25.11 21.61 4 GRATE DETAILS > e _ / 3'-0" REINFORCED 4,000 PSI °z -TYP. w 82b 4' DIA MH 24.00 SE 21.00 N/A GRATE U PRECAST CONCRETE z B. 2'-8" TYPE C-1 8" 83 4' DIA MH 23.08 NE 19.20; S19.20 NIA COVER D CATCH BASIN 2'-8' TYPE C-1 - 2'-1" TYPE C-2 c w 84 CB TYPE C-2 21.60 N 19.30; W 19.60 NIA RETICULINE GRATE BRICK MAY BE USED TO 2'-1" TYPE C-2 W ADJUST CURB INLET CAST 85 LB 21.00 W 18.60 6 GRATE IRON GRATE & FRAME TO 85b PIPE END SECTION WA N/A N/A aj SURFACE ELEVATION A '-0" - C M, C v 8" 86 LB 17.50 NW 14.30 5 GRATE p MAXIMUM OF 12 INCHES. 6. 10 a 86b 4' DIA MH 21.00 NW 19.60; E 19.60; SE 19.60 N/A GRATE MIN, WIRE FABRIC REINFORCEMENT FOR WIRE FABRIC 87 LB 22.00 SW 18.30 4.5 GRATE drawn by: BRC EACH CAGE: REINFORCEMENT 88 LB 22.83 NE 18.30; SE 18.30, W 18.30 4.5 COVER HORIZONTAL WIRES: 0.252 SQ. IN./ checked by: CFD VERTICAL WIRES 0.058 SQ. IN./LF. 4' 89 LB 22.53 NW 18.30 4.5 COVER a 90 LB 22.00 NW 18.30, N 18.30, E 18.30, SE 18.30 7 COVER scale: AS NOTED 91 LB 22.35 NW 18.30 7 COVER E 0_ 24' SUMP 92 LB 22.26 NW 17.95, S 17.95 4 COVER project number: 17106.000 N O 24" UMP 93 LB 23.06 W 17.95, NE 17.95 4 COVER C) C: 8» 8" 95 LB 26.19 SE 21.35 4.5 COVER I 0 6» 96 LB 22.46 N 18.39 4 COVER sheet number O O # �����® THE EDUCATION LAW OF THE STATE OF NEW YORK 5 BARS ® 12" PROHIBITS ANY PERSON FROM ALTERING ANYTHING IN THE DRAWINGS AND/OR THE ACCOMPANYING ON O EACH WAY - O I- SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION D^ MIN. 6' WASHED E SECTION C-C OF A LICENSED PROFESSIONAL ENGINEER, WHERE '/J N cc,- 0 STONE BEDDING NYSDOT TYPE C CATCH BASIN N.T.S. ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE L� WITH SUMP JAN 2 2019 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL 4 0 DRAINAGE MANHOLE DETAIL (WITH SUMP) j Planning Board THE FULL EXTENT OF THE ALTERATION ON THE � N.T.S. N.T.S. SoutFioTd-To wn DRAWING AND/OR IN THE SPECIFICATION NYS ED, LAW SECTION 7209-2 SEE LEACHING BASIN DETAIL SEED MIX NO 1 - RAIN GARDEN/STORMWATER RETENTION AREA MULCH TOP SURFACE WITH 24" DIAMETER I AND DRAINAGE PLANS THIN LAYER OF LEAF CAST IRON INLET GRATE & (NATIVE FACULTATIVE WETLAND & UPLAND SPECIES FOR BIODIVERSITY) ii I 6" MAX. POND DEPTH COMPOST OR SHREDDED FRAME BOLTED TO CHIMNEY (WHERE NO MOWING IS ANTICIPATED) 1 \ 12"MIN WOOD (NOT WOOD CHIPS) PRECAST CONCRETE 5.00 LBS. - SCHIZACHYRIUM SCOPARIUM - LITTLE BLUESTEM Ali i 0 2$"MAX. CHIMNEY 3.00 LBS. - CHASMANTHIUM LATIFOLIUM - RIVER OATS \ 0 0 2.00 LBS. - ELYMUS RIPARIUS - RIVERBANK WILDRYE 11 i , \ I SEED MIX No.4 0 SEED _ � �r i, 2.00 LBS. - ECHINACEA PURPUREA - PURPLE CONEFLOWER 11;-` - -- -- - -- - - - - o - - (SEE PLANTING EDGE rti rrx �� �' �� -<<F. . 1i 1; LBHC - - BLAZING STAR a ' .>, :.. - _,� � _,N ,rx� • _,. s >s = �` LIATRIS SPICATA MARSH DENSE BLAZ t1>�: ,.�s-sv> �:� 2.00 LBS - .;..K, �. at.-•.><C�s.,:.w,•i-o•'t a�a,,...Yi^. :..�,., .....t..... .:^,Y 1.;..s., Ic.. ....�.. ,•;y:� .K%S��+�± " I ''` �' = = - AN / T .�:,� ,:>,�,.�,-;,. ,:�,:r-:��.�: ,,•�ti_„ .,.,. . ..:.. ,,.;>r:.,�t--, 12 (MIN.) 2 00 LBS. RUDBECKIA HIRTA BLACKEYE SUS �1 ;� MIN. ;�;�.,;. r• .. .... ee' �'�,,.,a, ,';.'srt .: 1`>:E: r:r,,.r�:` 1a;`.;a1.,a:. II/ J11 I _ --- // - - '%�- - '; ,;. -,.-,,.,,�.,„.,��� �_ .. '_; r. .;� 3 ��� ,;'^:.� �.t�: .��.,t�:��y,��,a' : '� .•;� , ���:•��' DEPTH OF 2.00 LBS. - SENNA HEBECARPA - WILD SENNA i I \ � ' I i !!!!::!!!;_____1 ` =111.. 111 111 111 ll� -- -lll=Ill=11� 2.00 LBS. - COREOPSIS LANCEOLATA - LANCELEAF COREOPSIS y / _�- ITi a_lil_ITI-nl_nl-III-nl-nl-III- 1111 [II-111-111- PLANTING SOIL 3 i I � � SEED MIX No.1 _%� 427�� / I _ 2.00 LBS. - ANDROPOGON GERARDII - BIG BLUESTEM � i _ -I,L \ SCARIFIED 1.00 LBS. - ASCLEPIAS INCARNATE - SWAMP MILKWEED N o -0 �' SEED MIX No.2 NQI FND. \ � EDGE WITH NATIVE GRASS SUBGRADE 1.00 LBS. - ASTER NOVAE-ANGLIAE - NEW ENGLAND ASTER '% I n''d / -- i -- o PLA RAINAGE PIPE 1.00 LBS. - BAPTISIA AUSTRALIS - BLUE FALSE INDIGO -_-_ SEED MIX No.3 3J30J� / PLANTINGS (SEE PLANTING 1.00 LBS. - EUPOTRIUM COELESTINUM - MISTFLOWER D �� � i ,10 PLAN & DETAILS) 1.00 LBS. - MONARDA MEDIA - PURPLE BERGAMOT �616J � ti` \,- ,4 i ' � �0� PIN&C 0 . - N - IDERWORT 1300 Walt Whitman Road, Melville, New York .y,2 - - G\ 1 AP 1 0 LBS VERBENSCA TIA OH- BL OHIO SP \� . { . ,' .� g I FN-D,,\ ' 1.00 LBS. VERBENS HASTATE BLUE VERVAIN GOLDEN ALEXANDERS 11747 - - - - ASS \ '> . � = 5'` - 8 1.00 LBS. - - OD •. I 1 00 LBS AGROSTIS PERENNANS AUTUMN BENTGRASS Phone 631 300 1 11 , , ,_ i , I TYPICAL RAIN GARDEN DETAIL SOLIDAGO JUNCEA EARLY GOLDENROD ,. I a,:.,.., No.5 BULK VIABLE SEED PER ACRE OR 0.82 POUNDS PER 91 I } LY LLC r 00 SQ. Fr. 83 E. Main Street,Suite 600, : A' . '•. . SEED MIX .;.. , , :'•:,•: '' ':.-.' •'. •: •'. •: •: • \ / N. Rochester, New York 14604 ' \ \ �� 1 0 CONI A '1 / o TS :.•, N 'a _ ao \ �� SEED MIX NO. 2 BIOSWALEZSTORMWATER RETENTION AREA: / \ er N .� _ I � I� (NATIVE GRASSES, SEDGES & RUSH SPECIES FOR BIODIVERSITY) �- t ':': �� W �d GENERAL LANDSCAPE PLAN NOTES: ,(WHERE NO MOWING IS ANTICIPATED) I1 ] r BLDG. (TYPE c) _ Site/Civil Consultant �, .. ,[.:: :;•:':�:::::.'•': - - - - AND _ _.. �� 01 r':'� { ^ , FIN.FLR.EL.=23.25' Z 1 . SEE LANDSCAPE PLANS SHEETS LS 1 A, LS 1 B, LS 1 C u 3•'" - _ - =i �' �. - - RYE LS 1 D FOR OTHER DETAILS AND DIMENSIONS �r Ii,! . f ,. I_J - - NUMFOXI SEDG�WILD i 47.00% PANICUM CLANDESTI UE \ ;;kl Q ,•-.,... . . \ 1. .�•.,• ..,..� .,... ....:.: 2. PLANTINGS TO BE NATIVE, NON-INVASIVE, AND DROUGHT 20.00% CA DES ;w I � - - j _ \ - TOLERANT TO THE BEST EXTEND POSSIBLE. 5.00% - AGROSTIS PERENNANS AUTUMN BENTGRASS \ �I W r� 2.00% - AGROSTIS SCABRA - TICKLEGRASS (ROUGH BENTGRASS) p'i �> 3. SEE SITE NS F NO S SITE FEATUR : _ k l s- _ - =� -' i \� _ ES' 1.00% - JUNCUS TENUIS - PATH RUSH ,�. PLA OR OTHER TE AND , iU � � --:• -- - --.� .�_. - : MATERIALS AND SURFACES NOT PLANTED. " �•. - 11, EXISTING VEGETATION �I ;`' F I - - j 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 F11 _ 6' MOLD) WILL BE INCORPORATED INTO THE TOPSOIL AT A RATIO OF 1,000 so. FT. 11.1111111 I I 11 11 SEED MIX No.4 �.#. DISTURBED O p� II 22 � ; -, ONE PART ORGANIC MATTER TO TWO PARTS NATIVE TOPSOIL, TO �1 �- N o o Q `-? INCREASE ITS WATER-HOLDING CAPACITY. SEED MIX No. 3 - WOODLAND EDGE AREAS: L K. McLEAN ASSOCIATES, P.C. ': ;' �; g I Q 22 0 o �� 3" I RE UIRED ON (NATIVE GRASSES FOR WOODLAND EDGES & OPENINGS) LONG ISLAND, NY . S SI I � .. .: � _ ❑ _, 22 SEED MIX No.4 L 5. COARSE MULCH AT A MINIMUM DEPTH OF $ Q (WHERE NO MOWING IS ANTICIPATED) 437 SOUTH COUNTRY RD-, . _ \ ALL PLANTED MATERIAL. BROOKHAVEN, NEW YORK 11719 2 i 9 ;:. "fi o Tel: 631.286.8668 �: *' ;:::�''::'l'`. ( I .' \ - ' 6. ALL TREES AND LANDSCAPING ARE REQUIRED TO BE MAINTAINED 20.0% - ELYMUS RIPARIUS, PA ECOTYPE - RIVERBANK WILDRYE, PA ECOTYPE I -` -'' �'-=}: �'I: ': --� •-= Y THE PROPERTY OWNER AS SHOWN ON THE APPROVED SITE 20.0% - LOLIUM MULTIFLORUM - ANNUAL RYEGRASS �� I ! ■ I J' , .- 4 .' �_* - - ; -- B 20.0% - PANICUM CLANDESTINUM, 'TIOGA - DEERTONGUE, 'TIOGA' EX. 12 -'--:-.:;. s_�' � ., PLAN. SHOULD A TREE DIE OR OTHERWISE BE DESTROYED, IT 14.0% _ PANICUM NG •.,••...•.....,... - - - - - AUTUMN PIN \ MUST BE REPLACED WITH THE SAME SPECIES AND SIZE AS 100% AGROSTS PIERENNANSOALBANY�NPINE BUSH-NY BLACK LOCUST SEED MIX No.5 / \ A _ p RASS •' '•' •.:• \ D, SS, ALBANY PINE BUSH NY ECOTYPE) :;. / WITHIN HS A _ - CREEPING RED FESCUE TO REMAIN ::` CHANGE OIN TREEAORRLANDSCAPING SPECIESI MUS MONTHS. A BENTGR BLDG.2 SEED MIX No.5 \ 3.0% FESTUCA RUBRA .,.Q,•_. 1 `, 3.0% - CAREX VULPINOIDEA, PA ECOTYPE - FOX SEDGE, PA ECOTYPE VINEYARD VIEW i5. IN.FLR.EL.=23.25' C, - IN WRITING BY THE PLANNING BOARD. 3.0% - CHAMAECRISTA FASCICULATA. PA ECOTYPE PARTRIDGE PEA, PA ECOTYPE I I 0 y , ISD. ••, - T :;•:. 1 ; I - I D PER A 0.75 POUNDS PER oo SO. FT. TOWN F SOUTHOLD N Y 1 1939 I I 30.00 LE SEE CRE OR O O NORTH ROAD - d o :a.•':;•'.;•. _ SEED MIX No 1 POUNDS BULK VIABLE d- . � , �, ! y- a .: I \ -----�--------- ----I SEED MIX No. 4 - NORTH-EAST MIXED NATIVE INATU RALIZED TURF AREAS: t I r�i o .: ,:.�• , v ► \' \ \ \., WHERE MOWING IS ANTICIPATED) O _ _ N ;.:: �'d-�}r{•r::i:: .:�.�.::.::. :•ter...::..:�:.. .. '.-'•'.-' •.•,•'.-;•'. .''.`;-... --� i w o :::::::::::•: _, 34.0% - FESTUCA RUBRA CREEPING RED FESCUE 5 ; � ................................. _ I11� :.: o :::.:..::. 3 % FESTUCA OVINA SHEEP J I,. i . •._•. •. •. ,.-•. •. - ....�.:�::•:...� SEED MIX No 4 '. t :::: ::•. ::::•.: _ _ ' '''''' ''''' 10.0% FESTUCA BREVIPILA. BEACON HARD FESCUE, 'BEACON' ! - :;:•.. o 0 0 `• . 2 =" ::_:;, USE E.C.M. EROSION 5.0% FESTUCA OVINA VAR. DURIUSCULA. 'RHINO' HARD FESCUE, 'RHINO' I C .,, '•.�- •' o ;_ o \ / FESTUCA OVINA VAR- NS S F. GLAUCA . BLUE RAY O ) So CONTROL MAT JUTE MESH 5.0% GLAUCA (F ARVERNE I ) ( ) 0 0 ( ) o - :.:..: ;_:; ON SLOPES 15X OR GREATER. BLUE FESCUE, 'BLUE RAY' :::o.:.::::.:.. :• ., ., ., ., . :....:.. . ...::: :....: Y, . . .••-••.• \ SEED MIX No-1 SEE EROSION CONTROL AT 5.0% POA PRATENSIS. ARGYLE KENTUCKY •.:.::.:::�:a:�::::is : � r::;i: :i` ,. o a. s J; � , , ::: :::::�::: III :l,. t •. , ., .,•.. .. •. >,•.. i:::: ::::::: :.. ::::. .. :•. . o „ DETAILS ON THIS SHEET 5.0% - POA PRATENSIS. SHAMROCK - KENTUCKY BLUEGRASS, SHAMROCK •,. , . „ I11 1 + � .,••. ., ., ., .. •. •., ., :::•:::::�::•::.::�.�:::::.. � t} DG. PEB ` 3.0% AGROSTIS PERENNANS ALBANY PINE BUSH NY ECOTYPE ;•. y -N ECOTYPE n 1 1 •.,•.,•.', .% •'. •'.•`.., :- ::i:::::::. I FIN FL N � BENTGRASS ALBANY PINE BUSH-NY C �. ::•.. ..:...: .::.:... . I �, , . :•::. :;.:::k�::::•::v: :::.:.:..:..:..... . .. FIN.FUR. •:'!� :.. E .= I O BLDG.6 PE D ( •. (T1 ) r.:.:.:....:.:.:..... :S:ti.}::ilii}fiti:}}�a;}: }:::::.11i}: EL.- i 1..•...:... ..... . . . 2 .25 I FIN.FLR. 260.00 POUNDS BULK VIABLE SEED PER ACRE OR 6 POUNDS PER 1,000 SO. FT. 23.25' �i I I - I EL.- I .LP �I' I Q;, 2 .25' i 3 ri \. i ' ::.:•.:.. :•:::•.:.:.::. . :•.:.. •::. :. . .,,: ...... AREAS. .:.:..:.:.:.:.._:•.:.: •.:.:..:.:.:.:. SEED MIX N0. 5 HIGH TRAFFIC TURF ............................................................. 7 ♦ :::: ::::.::•. l I I _a \ MOWING IS ANTICIPATED) x r (WHERE vF}-• 11 I n •:: I .............................................................. conifer . O :.:........:.:......... . i c.:. . : .. � .:: ::::��:•::�. ... � •-•.. ,'�`• .' , ...... � - Yf A, ftlAit ..i Ytl a•Mf N1 CONS.a4CtION A .....<Mt Ni ::..........:.:........:.:.....:....:.. ::::::::::::..:.:::.:. ::::::::::::._. :::::::::.: 30.0% FESTUCA ARUNDINACEA. FAWN TALL FESCUE, FAWN .� 0 .. . . . .. ... . . .. . :: :.,.:r:•.•.:•.:.:.:.:.:..:.:.:.:.:.:.:..:.: t o ......................................................... . 0 :.:......:.:.:........:.:•:......: ° .. :..............:.:......:.:.:.:....... :.. . 30.0% - LOLIUM PEREN E. FASTBALL RGL - PERENNIAL RYEGRASS FASTBALL �. N TWO EX. 30 a :.: I ,•., ., . • : . _ RGL n .� 1 o I >. ;.::::::;;:;:•o00o t� • 61 15.0% POA PRATENSIS. VOLT' KENTUCKY BLUEGRASS, 'VOLT' Nt SILVER MAPLES : .. -D : .'. .-;•'.;.:;.'. •;..:.. .'..:..... �0� . . ,!••'. .,••... c .•:•• - - S SHAMROCK .• .. .. .. •. T n 15.OX POA PRATENSIS. SHAMROCK KENTUCKY BLUEGRA S, �;.; a \ ,... •. •: •., seal 't> a I ., . , .. ...•..•.. •..•. ... .. .. ,, N :•:41..:.:.:,x'-.' _ �.• r, TO REMAIN I " � .; . �� l _ �' r �� ❑ [� 11 �� z ❑ ) V �' ,-), : . oMMuwrY ❑- I Pe !. �:'' PER 00 S FT. v lR �� ',, �! A 150.00 POUNDS BULK VIABLE SEED PER ACRE OR 5 POUNDS t,0 Q ��:�' �i�� � � - L]�U_ . �.�„� BLDG - MATCHLINE A-A f`-:• , I _ __ n_ l I, FIN.FLR.EL. 29.0 :'. '•'.^ - . .. I � � , ----------------__� \" I \ �% --- L i� I y �,II , •. ti r I I D N7F RPE - -- - i c ;,r ` BL D -'- SEED MIX No 5 _ I' i // z y. - ..., ...'- .� , •. ..,_.-. ,,-„ ..-,>; >.�,-; 23_25' )i �,,, , .. . ,, .. � _ PERIMETER,,. Vis;'---�--s. .: .„ ;._:. xr-F.. -.=, ` . .•.• •�•:;::•:�::a:..�:::•::: ':I ., I! r I PLANTINGS FOR PER \�Ati��''��`,o 3 l -� �� L -,..,..,.•., _..,. ,., ...•. .:: � 11 � PARKING AREAS :,:.::- I _ I ` OF V . , . o �I .. o . �r o \ • '.' (n I \ 26 Zh , BLDG.S(TYPE A) / 0) , •' : .., o. • - issued date description . •' ---- r. - INTERIOR .�8 l FIN.FLR.EL.-25.15' o DELINEATION -' SEED MIX No.2 I ::'. n '. ''•:..:•:::•;. o .-.•'.,•'..•- 1 7-18-18 2005 WETLANDS DEL PLANTINGS FOR INTE \ :,...•.':•:• ' •':'.- �\ r'•'. OF PARKING AREAS / ii1 !I ::':'•' ;•.. • It..7 .:'•':' 3 '•. :' SEED MIX No.4 , �; 2 9-28-18 STREET TREES, RAIN GARDENS SEED MIX No.5 \\ �.. Q / `� :.1_,♦; • N O .... • - --- � \ 3 11-20-18 VILLAG SQURKING RAREAS PARKING � . I, a• � 3 I vl 9th 3 / SEED MIX No.l _ - � , w I AREAS 1 SEED MIX No.4 - N _ o ' ,- STREET TREES FOR 4 12-7-18 ADDRESSED 10-2-2018 N. . .... •. '. ..•:,. ��- _ . - WAYS COMMENTS � I ,C i / n j SEED MIX No.3 INTERIOR ROAD 5 12-18-18 ADDRESSED 12-17-2018 r I - /: ,' - L6- � - I I t&A -, ,�� -_ ' -' SEED MIX No.4`, 4 - •:•• ' • �.•, � � � 40' COMMENTS o ` AL, S 6 1-3-19 ADDRESSED 12-21-2018 0 CD ;; IIr ) � �. _ - V �. 0 C. POER �161A44D COMMENTS SEED MIX No.1 • . c0 - „ / O 3 �� / \ - ��� - MON, F I� EX. 36 SILVER °\ issued date description � le ! �! , � MAPLE TO REMAIN �4 "� \ SEED MIX No.1 ,�, .- (O .� �' � �1 � I C �, � A - --- --- 1 . ; u I � / I TREES PROVIDED ON-SITE 1 X11 \ 2005 WETLAND`-- � ' 1 EX. SASSAFRAS SEED MIX No.4 � \ 1 (Beyond those preserved in non-disturbed preserved area of 10.6 acresandthose v \ Area No. �PerimeterSrteReau�edCBRe Required Total o , i� li r, GROVE TO REMAIN SEED MIX No.3 �_� \, DELINEATION p q g q �i �, � �, �� / �� (BY G.W. BOWMAN - 1 Description of Qf) §28095A §280-956 New I, �r i LAND USE ECOLOGICAL i � r' p�3 Stalls Provided' a 1 ' ' % - %�� SERVICES, INC. I �' y Area 1 8+ lss 8 4.7 4 1 P j / EX. BLACK LOCUST � �, / ) p�3 10LB C II' �I , -., GROVE TO REMAIN '� � � / , I / Area II 19 214 1.9 ___5.4 7 • I/I f U 1 � � 1/l � Area III 19 223 1.9 5.6 S / �, �1 YI / � 1 F Area IV 19 252 1.9 6.3 6 (n � c � IY 1 ti ��'� ���7 \ � Area V 19 228 2.9 5.7 6 li I "t / � Ij I _/ I / '� CB 7 130 0 3.3 4 i i / - - - Overflow 11 137 1.1 3.4 3 1� / i CB/Bldg 3 9 5 34 5 II U EX. SASSAFRAS v -� i __ � o say say F II � � ,� -" � � Required 10 354 3 Provided - Total 10 25 Q) � �v GROVE TO REMAIN � ,_' / I title U) `� \ � ��" /- % ,_._I ��j� Street Trees Provided on Interior Roadways per§161-44 25 ` - i Li M N/ND. /� `�'�-r � py Total Proposed Trees LANDSCAPE ON, SND, - _ - - / - //�I�p Nates: a-+ �.l1, I / / , , - ? ---- /�-t./- IJ Perimeter calculated excludes linear footage bordering access to roadway or - V _ . , ') -77\ �� ^V(v adjacent parking area,and adjacent lawn areasO \ zkw�q 2)Does not include existing trees to be preserved located adjacent to parking______�,_ , I - �, �/ / areas. Befer to code analysis in letter dated 12/10/2018. / � i / 0 i , �1 11-1 1, j - �� PLAN 1 ", � -,� I18 ��„ o * IV/ I - - / 1 � -� � \ i '', 1__� - -- - , S 4 PLAN KEY ,�� � ��� o s�,,� _ _ - �- -1 $ "s''s.T; \ - - , ti - / drawn by: LMY D 1' \ `1, od' 'IFE6LIZER PEST MANAGEMENT NOTES:r11\ '1 . THE USE OF INTEGRATED PEST MANAGEMENT (IPM) STRATEGIES ARE REQUIRED. \ I - - / checked by: CFD 41 I / n} LIMIT OF SLOPE SEEDING L_ 2. THE APPLICATION OF SYNTHETIC HERBICIDES AND PESTICIDES ON-SITE ARE PROHIBITED. -_ 0 \ C1 3. THE USE OF PESTICIDES ON AND AROUND SURFACE WATERS (WETLANDS, STORM WATER CONTROLS, PONDING) IS PROHIBIT E.C.M. RECEIVED scale: AS NOTED a CI_ LS 1-� LS 1-C' 4. THE APPLICATION OF INTEGRATED PEST MANAGEMENT IS ENCOURAGED. MON, FND• STAPLE (TYP.) � j F E 5. FERTILIZER WILL BE APPLIED ONLY AFTER IT HAS BEEN DETERMINED TO BE NECESSARY BY SOIL TEST, AND ONLY IN THE SMALLEST AMOUNT JAN 2 5 2019 project number: 17106.000 N o NECESSARY. - NOTE: L of n 6. ONLY ORGANIC-BASED NITROGEN FERTILIZER WITH A LOW-NITROGEN NUTRIENT RATIO AND HIGH PERCENTAGE OF WATER-INSOLUBLE NITROGEN 1 . SEE LANDSCAPE PLAN o � TOPSOIL Southold Town �, (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 Planning Board sheet number BIOLOGICAL ACTIVITY, TYPICALLY IN SOIL TEMPERATURES ABOVE 55« F, AND WILL PREVENT NITROGEN LEACHING. FOR OTHER E.C.M. a) v 7. A MAXIMUM OF 1 LB OF NITROGEN PER 1 000 SQUARE FEET IN ANY ONE APPLICATION WITH CUMULATIVE APPLICATION OF NO MORE THAN 2 DETAILS. THE EDUCATION LAW OF THE STATE OF NEW YORK 0 CD 0 �00 200 LBS PER 1 ,000 SQUARE FEET PER YEAR IS PERMITTED. PROHIBITS ANY PERSON FROM ALTERING ANYTHING IN THE DRAWINGS AND/OR THE ACCOMPANYING N O Feet 8• THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST SHOWS THAT SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION LS `° LS 1 OF A LICENSED PROFESSIONAL ENGINEER, WHERE LS1 -B THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS THE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL (`' „ _ PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, E.G. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER IS NOTNGINEER MUST SIGN, SEAL, DATE AND DESCRIBE C: r SCALE: 1 -50 RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST TYPICAL ECM E.C.M. C� AN C H 0 R TRENCH DETAIL THE FULL EXTENT OF THE ALTERATION ON THE 0 (NYS IED.AND/OR IN .• INDICATES IT IS NECESSARY. N.T.S. L 3 PROPERTY LINE 3 Df 3 At P L A N T M A T E R I A L L I S T 9 Sc 12 Cp SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES / 3 Vd - --- _14- r ACER RUBRUM RED MAPLE 2.5"-3" AS SHOWN DECIDUOUS 3 � ---- _ - - SHADE TREE i( F , \ A CAL _ -- 12 Df 12 PV `s o Qo QUERCUS ALBA WHITE OAK 2.5"-3 AS SHOWN DECIDUOUS CAL. SHADE TREE 76- +f . I + I. 1 t ��• -' ' - Oc - QUERCUS COCCINEA SCARLET OAK 2.5"-3" AS SHOWN DECIDUOUS 1. I. 16 Lc r 12 Df 12 Pv - _ CAL SHADE TREE I I 12 Cp / _ _ SERVICEBERRY 2"-2.5" AS SHOWN DECIDUOUS 3 Sc CAL. TREE ARC 1414' E CI' S -- NARROW 12 Df 12 Df CUMULUS SERVICEBERRY 2"-2.5" AS SHOWN A Alc - AMELANCHIER LAEVIS DECIDUOUS PV' 18-- _ 'CUMULUS' TREE I ,�► I' � I" � _ 12 cAL Cc CARPINUS CAROLINIANA AMERICAN HORNBEAM 2"-2.5" AS SHOWN DECIDUOUS 76 - --- - M �. CAL. TREE I. Ps ,-� 7 Rc � 7 d �! IMITS Jt Cf _ CORNUS FLORIDA WHITE DOGWOOD 2"-2.5" AS SHOWN DECIDUOUS I' X10-"ALE CAL. TREE 1300 Walt Whitman Road, Melville, New York STORMWATER S 6'-8' HT., 7' O.C. EVERGREEN 1 1747 AREA \y\ P - PINUS STROBUS EASTERN WHITE PINE TREE Phone 631 300 1010 k ¢ \ RETETION A. B&B to ILEX OPACA AMERICAN HOLLY 6'-8' HT., 7' O.C. EVERGREEN - T z .� o . B&B TREE owner/developer: i CONIFER REALY LLC EVERGR o W ( co I `' ® i I \ ` 6'-8' 7' O.C. TALL s z f I t ! ` -- 83 E. Main Street,Suite 600, (ARBORVITAE) CONTAINER HEDGE EEN To THUJA OCCIDENTALIS NORTHERN WHITE CEDAR , #5 Rochester, New York 14604 0 ala I / 7 Df J I _ �+----- �6 m -- ONMELANOCARPA BLACK CHOKEBERRY 5 O.C. R I N c .I CONTAINER SHRUB 5 Sn Iv ILEXVERTLATAWINTERBERRY #5 5' O.C. FLOWERING Site/Civil Consultant SHRUB Ar CONTAINER 12 Cp 5' O.C. FRUITING1 BLDG. 1 (TYPE C Mp MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 3 Md CONTAINER SHRUB �n . , I. . 1 1 Cp ' 5 IV { i �`, �e. �J�J Rc HU COPALLINA SHINING SUMAC #5 5' O.C. FRUITING r I I I .,�i� I ` F EL. = 23.25 5 Rh '�\ - i . //. 5 Vd _- CONTAINER SHRUB �. 7 Am - Sc SAMBUCUS CANADENSIS ELDERBERRY #5 5' O.C. FRUITING 112 PV I 17.7' -- CONTAINER SHRUB ''_ / 1' '3 c� �r - 13 4' 1 Al (� Vd VIBURNUM DENTATUM ARROWWOOD #5 5' O.C. FRUITING s 1 l i -- Q3 I LIMITS. OF RAIN 1 2 Df "rn . ;� 12 Rh CONTAINER SHRUB cQ ,'�� I. IgS -- ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT L K. MCL.EAN ASSOCIATES, P.C. Q GARDEN ./ �. l 6.6 6 SO 6.6 t �; - LONG ISLAND, NY W 6 3 p B&B - O.C.RMWATER - ,rj M � At ASCLEPIAS TUBEROSA BUTTERFLY WEED #1 2' 3' EVERGREEN STS � 2 ' \ 437 SOUTH COUNTRY RD., W -- CONTAINER YORK 11719 RETENTION AREA ' CON PERENNIAL RO HAVEN NEW 1 10 ; i -_ 1 2'-3' O.C. PERENNIAL - �� Dm DRYOPTERIS MARGINALIS MARGINAL WOOD FERN # Bel: 631.286.8668 O 15.5 O 4 CONTAINER N � Lc LOBELIA CARDINALIS CARDINAL LOBELIA #1 - 3 a �, `j.0' TL� _ r -- CONTAINER 2 3 O.C. PERENNIAL / . _G_----G_ . .,. - __.,. ...15._5 _ `� Md MONARDA DIDYMA SCARLET BEEBALM #1 2' 3' O.C. FLOWERING O _ - CONTAINER PERENNIAL -- - - 01 AlAI 29.5 - h BLACK EYED SUSAN 2 -3 O.C.. � 126.0' , , LIMITS OF RAIN �1 II I I I 8 0 �� R -- RUDBECKIA HIR #1 FLOWERING ' In ,�," \ CONTAINER PERENNIAL VINEYARD VIEW GARDEN / 4 M co o Gri ' �r 9 OCPC(D So -- SOLIDAGO ODORA SWEET GOLDENROD C1 CONTAINER 2 -3' O.C. FLOWERING I I I 6 Iv o 5.5. p i 5 STORMWATER N p _ 7.8' ( 0 PERENNIAL NORTH ROAD 4 Am I 8.51 - !� 0 7 Sc 6 Iv �,, �, \ N 3 RETENTION AREA ! Sna -- SYMPHYOTRICHUM NEW ENGLAND ASTER #1 2'-3' O.C. FLOWERING 1 AI N N N _ CONTAINER PERENNIAL THOL , N.Y. 11939 . TOWN OF SOU � li NOVAE ANGLIAE D ?. EXISTING VEGETATION NOT TO BE DISTURBED / - 5 SC 1 Ar t-, \ `�_CbO Cp CAREX PENSYLVANICA PENNSYLVANIA SEDGE #2 3'-4' O.C. NATIVE ", { ! -- CONTAINER GRASS 5 Vd \ ` 5.5 2 Al 22 ` 4.8' Df DESCHAMPSIA F EL XOSA COMMON HAIRGRASS #2 3'-4' O.C. NATIVE 5.1',. � 2 Am , � -- 1 AIC I❑ ON i �� . - t IPv CONTAINER GRASS O -4' O.C. NATIVE O PANICUM VIRGATUM SWITCHGRASS #2 5 Sc 40 4 Dm GRASS 0.8' O II P 11'.4' i _ ❑ _ A. �. � 19 5 6 Rh 5 Mp L~22 t �� � % 2005 FRESHWATER WETLANDS BY C.W. i. \. ` , (1 I --- - \���_/ �� BOWMAN, LAND USE ESI„ AFFIRMED BY ''` 2 Al • . .\ 1 I ) / r NYSDEC LETTER 6/20/2018 �z , � Z . 11 1 Q a II � 5 5 q 4 To 10.1' I, If I a� o m �! � GENERAL LANDSCAPE NOTES. I 5 Vd 1 co t a i. II II N _. 75 , N 5 Vd I (0 1 . SEE LANDSCAPE PLAN - SHEET LS-1 , o 1 C 120.5 ,- 5 M ', ' . �, _ _ « - - LS-1 B AND LS-1C FOR OTHER P e__.. EX. 12" BLACK LOCUST TO REMAIN /`;�` 1 .g' ' I _ _� _ Y - _ _ -_ - _ !I' �.. conifer I � I PLANTING DETAILS. .,.. ,,,.,, D-1I0.4F.• CON$aUCTION4ti.., ,M,", p _ pQ 2. NATIVE, NONN INVASIVOE AND ADROUGHT ' f - J I I G 7 l 4/ . 1 1 QaI- 1 Alc �0 1 Cc TOLERANT TO THE BEST EXTEND seal Q, z POSSIBLE. A1. . 18.0 18.0' 4 Vd 4. 3 0 � J 3 AN ORGANIC MATTER SOIL AMENDMENT � t 7 I v � o � 9.3 �,: `` n f 2 Mp _ (I.E. COMPOSTED LEAF MOLD) WILL BE k . I BLDG. 2 (TYPEf INCORPORATED INTO THE TOPSOIL ATA I ® _ t ,.,, RATIO OF ONE PART ORGANIC MATTER 1 QC FIN. FLR. EL. = 23.25' ,� --�-. 4 tt TO TO TWO PARTS NATIVE TOPSOIL INCREASE ITS WATER-HOLDING I Sc 1 Qa ' 1 Alc I. CAPACITY. I Issued date descri tion -- 4. COARSE MULCH AT A MINIMUM DEPTH p a \ ' A 1 7-18-18 2005 WETLANDS DELINEATION / j \ 4 MP 4 Am 3 Iv E.. ' OF 3 IS REQUIRED ON ALL PLANTED I MATERIAL. I 3 "' � \ " " �• � -- 2 9-28-18 STREET TREES, RAIN GARDENS p II J :r .L - i \ \ 10 Am & PARKING AREAS r.'.' 3 12-7-18 ADDRESSED 10-2-2018 �l� . .__,- ,� ,• � To 5. PING ARE E COMMENTS LL- 6 AN LANDSCAPING I` 1 Cf oLT-T­­-T-TREQUIRED TO BE MAINTAINED BY THE 4 12-18-18 ADDRESSED 12-17-2018 O �`` i I T__... ,, _._T T COMMENTS `_ _ 12 I S PROPERTY OWNER AS SHOWN ON THE 5 1-3-19 ADDRESSED 12-21-2018 O o ro' N 0 --:� . ��i COMMENTS g 0 3 s"�\ _ i� ' APPROVED SITE PLAN. SHOULD A TREE - - co O ,•-" 1. •; �• >- r ® 4 �" 1 AIDIE OR OTHERWISE BE DESTROYED, IT r o i 1 I MUST BE REPLACED WITH THE SAME 0 Issued date description ! ri ' . . . 8 v W ' I h 4 Am . N TH APPROVED NSITE I�PLAN WITHIN 60 is I \ 7 Igs MONTHS. ANY CHANGE IN TREE OR L1 C c o - Q _ �' _ -� LANDSCAPING SPECIES MUST BE - ! APPROVED IN WRITING BY THE U ' , , - 5 4, -=- PLANNING BOARD. °o ° °dl o �- 1 ---2.4 , _ -41 3 TO C° _y ., - <.. . �. .. °�� ''`I a LANDSCAPE LEGEND 0 7 7.1' LL I 1 Qa ' LLLMI- 6 _, � C LANTINGS FOR PERIMETER 1 Ar ' Vd•I 1 .8' 8 M I. _ '\ 1 AIc OF PARKIP, . III �, 4 Vd \ 4 _ - NG AREAS Am r - I P , 4 - 1 a w J `� Q A title \� 4 1 QC � __ � BLDG. 3 (TYPE B) � � � ,, 2 Alc ,__ ` PLANTINGS FOR INTERIOR I 2 Cf II o LL ; � \ _ : ,� \ ( NORTH 1 a I ci '- FIN. FLR. o �a E I OF PARKING AREAS °' LANDSCAPE ,� 15 Igs EL. �� 23.25 r � I ! N � ` iJ 1 . STREET TREES FOR C �. ; �- PLAN 0 � INTERIOR ROADWAYS 2 Pv � I v' 6.8 _ 3 Pv 1 Alc PLAN KEY i Y Iv -� � � � � 5 I v0- a - 5 Am 2 Alc 1 Qa - o 4 Mp ' 5. I $� drawn by: LMY (D 4 Iv 4 Mp � � � 10 Am 6 Rh o I Feet checked by: CFD a tr. ? -p• 2 Alc a :� - \ 26 Rh 1 Ar "/-o SCALE: 1" =20' E a- LS1-A LS 1 -B I AL . scale: AS NOTED \ 1 cf o\ , r-� I I RECEIVED 9 4 Am 4.8 - _ project number: 17106.000 1 4 CD C: CD a - \� / N L _ 22.0 JAN 2 5 2019 I TWO EX. 30�� ;, , , `' `\ ��`. C 2. ' Southol�Town sheet number A�� . o \ .1\ ! Planning Board - 6 S � I--_2 B H SILVER MAPLESLA OF, THE ST'Afff!, r IlrW mi 00 O '� j, �, 12 Igs 1 Alc G • � `` � I PROHIBITS ANTHE Y PER N o a�. TO REMAIN ,�Q' IN THE I DRAWINGS AND/ORROHEAACCOMPANY NG IN 3 t T( SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION N LS 1-C LS 1 - - _ �� _ - ALTERATIONS OAFRE SMADEL THE PROFESSIONAL LS 1 A �1 I---.--� f� SUCH LI ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE EX. 36 SILVER �` MATCHLINE A-A �---� 1 Cf �� 4 LC ❑ THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION NYS ED. LAW SECTION 7209-2 P L A N T M A T E R I A L L I S T I \ \ DISPERSE EACH ROOT MASS INTO PLANTING / \ / SOIL. STAGGER PLANTS THROUGH OUT SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES \ \ \ PLANTING BED. WATER IMMEDIATELY AFTER PLANTINGTYP. ( ) Qa — QUERCUS ALBA WHITE OAK 2.5"-3" AS SHOWN DECIDUOUS 2" TO 3" DEPTH CAL. SHADE TREE MULCH AS SPEC. Al _ AMELANCHIER LAEVIS SERVICEBERRY 2"-2.5" AS SHOWN DECIDUOUS BHC\ 3" HIGH SAUCER CAL. TREE \� (TYP.) FINISHED GRADE (D Alc _ AMELANCHIER LAEVIS CUMULUS SERVICEBERRY 2"-2.5" AS SHOWN NARROW 'CUMULUS' CAL. DECIDUOUS 0/ Cc — CARPINUS CAROLINIANA AMERICAN HORNBEAM 2"-2.5" AS SHOWN DECIDUOUS PLANTING SOIL AS SPEC. CAL. TREE ARCH ] MIN 6" TO 1 '' ( 2 DEPTH r: w Cf _ DOGWOOD 2"-2.5" AS ... DECIDUOUS ) ' '�,�;.• xsr�z==• .p;,_� ,L� :.. FLORIDA WHITE � � _ '-•"�}= . -w��<1.., :-_,r ..�.�. ">, = CAL 2. SHOWNEE �s`�� '.,-;-_ -,_: '`��. ::• �„>.-_.��..i:: - ;��"`' DOT 2' MIN. DEPTH 7 O.C. TEST HOLE)TO VERIFY Jv JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6' 8, #5 TALL \ ROOT MASSWELL DRAINED CONTAINER EVERGREEN HEDGE SUBGRADE MATERIAL To __ THUJA OCCIDENTALIS NORTHERN WHITE CEDAR C-8'. #5 7' O.C. TALL TAMPED POROUS �i�/// �//i (ARBORVITAE) CONTAINER HEDGE EVERGREEN 1 \ \300 Walt Whitman Road, Melville, New York (WELL DRAINED) ' SUBGRADE Am -- ARONIA MELANOCARPA BLACK CHOKEBERRY #3 5' O.C. FLOWERING Phone 631 300 1010 'PLANTING BED CONTAINER SHRUB \\ Iv —_ ILEX VERTICILLATA WINTERBERRY #5 5' O.C. FLOWERING i� CONTAINER SHRUB owner/developer: - GRASS & PERENNIAL PLANTINGS CONIFER REALMLLC MP MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING i -- CONTAINER SHRUB 83 E. Main Street,Suite 600, N.T.S. A\ Rc — RHUS COPALLINA SHINING SUMAC #5 5' O.C. FRUITING Rochester, New York 14604 CONTAINER SHRUB \\ Sc SAMBUCUS CANADENSIS ELDERBERRY #5 5' O.C. FRUITING -- CONTAINER SHRUB Site/Civil Consultant Vd VIBURNUM DENTATUM ARROWWOOD #5 5' O.C. FRUITING `J GENERAL LANDSCAPE NOTES: v -- CONTAINER SHRUB 1 . SEE LANDSCAPE PLANS — SHEET LS-1 AND LS-1C FOR car�a�sa IgS ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT OTHER PLANTING DETAILS. -- HT., B&B EVERGREEN C\ At ASCLEPIAS TUBEROSA BUTTERFLY WEED #1 2'-3' O.C. FLOWERING 2. PLANTINGS TO BE NATIVE, NON—INVASIVE, AND DROUGHT -- CONTAINER PERENNIAL Q� Dm DRYOPTERIS MARGINALIS MARGINAL WOOD FERN #1 2'-3' O.C. PERENNIAL TOLERANT TO THE BEST EXTEND POSSIBLE. -- CONTAINER � Rh -- RUDBECKIA HIRTA BLACK EYED SUSAN #1 2'-3' O.C. FLOWERING r 3. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED LEAF CONTAINER PERENNIAL LK. MOLD) WILL BE INCORPORATED INTO THE TOPSOIL AT A RATIO � so SOLIDAGO ODORA SWEET GOLDENROD #1 2'-3' O.C. FLOWERING MCI EANASSOCIATES, P.C. -- CONTAINER PERENNIAL LONG ISLAND, NY LINE PROPERTY OF ONE PART ORGANIC MATTER TO TWO PARTS NATIVE 437 SOUTH COUNTRY RD., �. TOPSOIL, TO INCREASE ITS WATER—HOLDING CAPACITY. A\J CP CAREX PENSYLVANICA PENNSYLVANIA SEDGE #2 3'-4' O.C. NATIVE BROOKHAVEN, NEW YORK 11719 -- CONTAINER GRASS Tel: 631.286.8668 4. COARSE MULCH AT A MINIMUM DEPTH OF 3„ IS REQUIRED ON \\ Df DESCHAMPSIA FLEXOSA COMMON HAIRGRASS #2 3'-4' O.C. NATIVE ALL PLANTED MATERIAL. -- CONTAINER GRASS— Pv PANICUM VIRGATUM SWITCHGRASS #2 3'-4' O.C. NATIVE CO - ' \\5. ALL TREES AND LANDSCAPING ARE REQUIRED TO BE GRASS MAINTAINED BY THE PROPERTY OWNER AS SHOWN ON THE C0 �� VINEYARD VIEW APPROVED SITE PLAN. SHOULD A TREE DIE OR OTHERWISE BE W DESTROYED, IT MUST BE REPLACED WITH THE SAME SPECIES NORTH ROAD z �rD&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 MUST BE APPROVED IN WRITING BY THE PLANNING BOARD. F-- \ ♦ \ Q12 Pv 3 Rc -- - \ � , ♦ ♦ \ �\ 0 O zJ 22 5 To a LIFTS OF RAIN \ o D 9 Vd 5 MP REWATER TREE- DUG AS O O t onifer STO ♦ PER RECENT J \ �� 0 �� .E., ES�.�i ��,��01,I., CO"sruc.,0M . M. 1 Al STANDARDS FOR \ RETENTION AREA ♦� �;'� \ 0 �\ 4 1 Cc \ ;l \ �� � \ \ NURSERY STOCK AS PUBLISHED BY 5 Am 12 Df 12 Cp \ \ THE AMERICAN �a Ga seal /"�� PrG- - 6 IgSLO NURSERY & �` 5 Vd 12 PV \ — ♦ ♦ \ LANDSCAPE ®�i� \ ASSOCIATION 6 Am _ 2.3' Z��1 Al WRAPPING AS SPEC. r � . 1 Al I \ I--- 1 3 MULCH AS SPEC. T lf. 4 1 v TRUNK c1- 2t 6, _, ^5 ( ♦ \ � 1 LARE ° TOEBEF SLIGHTLY i t , O 5 SC 22 �ti\ HIGHER THAN 4 ;. v, �,. 4 5 �--- I - � 4" HIGH t — � _ �/ SURROUNDING GRADE � °' f I ) SAUCER - I L$.5' x \ Y co n. \ 12.5' \ (T P.) FINIS RADE Issued date description o I �, \\ "i 19S ♦ p 3 M p 4 Vd 5 .-. � I . ia. p I---�� 7 1' w. \ \ - - � � t 1 71 1 DELINEATION ^ , ` � - � / 8 8 2005 WETLANDS LLI 7.1; ... 3 To 4 Vd �a \ 5•0' \ \ \ PLANTING SOIL 9-28-18 STREET TREES, RAIN GARDENS 2 2005 FR SHWATER & PARKING AREAS U Q� ♦IB v :�''\ '.. AS SPEC. NOTE: 3 12-7-18 ADDRESSED 10-2-2018 4 Dm ® o v 6 WETLANDS BY C.W. Mp LL_ l _ 6 Dm 12 Cp �_ DIG 2'(MIN.) COMMENTS 0 13 D m 1.8' \BOWMAN, LAND USE ESI„ i DEPTH TEST 4 12-18-18 ADDRESSED 12-17-2018 I a, I AFFIRMED BY NY$DEC COMMENTS O 3. cV 3.0�_� //\/\/\/\/ HOLE TO 0 N BLDG. 4 (TYPE A) I �� s 10 Df LETTER 6/20/2018 \\/\\/\\//\\//\\//\\� VERIFY 5 1-3-19 ADDRESSED 12-21-2018 O r� O ' , - �` �/ /\/A/A/A COMMENTS 1 p ROOT BALL i�// // // /i FIN. FL \ \ �� WELL i ` 13 SO � N' 4 Dm \` \ \\�� DRAINED r- © EL. = r \ 3X ROOT BALL WIDTH (MIN. SUBGRADE MATERIAL BLDG. 6 (TYPE D) \ TAMPED POROUS issued date description I � .- � , � � i r (WELL DRAINED) , 10 Rh -� 2.Q' �; � 2.0 FIN. FLR. r SUBGRADE �� � . 10 Rh .. TYPICAL TREE PLANTING ° 2 Alc �,, 15 So EL. _ _ _ ..F I { \ N.T.S. o ;0160 ,.� . Cri p 41 �� 23.251 PV 12 Pv IV I 12 o LO { \ \ SHRUB- DUG AS PER j I s \ 12 Cp \ RECENT STANDARDS FOR 5' I~ ❑ \\ NURSERY STOCK AS a I 4 Mp PUBLISHED BY THE 1.8 LO I . `s \ '` _. • \ \ AMERICAN NURSERY & o, o Dm 4 5 0' 5 o LANDSCAPE ASSOCIATION J 20.0' 5 Am I . ' \\ 1 2 Df LIMITS OF RAIN 3 MULCH AS SPEC. MASS TO BE TOP OF ROOT l GARDEN / 6 At 2.0 --- -- SLIGHTLY ABOVE � 22.0' SLL_ .0' ' e 1 �., I M STORMWANEAREA / 4" HIGH SURROUNDING GRADE r 15 Rh RETENTIO SAUCER (TYP. title 10 Am 5 b .�f_t2.0 �. ( EAST) 8 Vd - . .� 6 So �. r \ ' IN { . FINISHED GRADE o. 5.0 (TY N> 0i CIA LANDSCAPE 5 Rh g Rh1 Cf - c 3 IV PLANTING SOIL -° —�--- ;' . � �_ ,, _.�.;� I --1, � AS SPEC c . 0 41 �c 20.0 -- , -- PLAN NOTE: I\', Qa Am L -11 AI - _ J 5 Mp MAIC H LI N E A—A ( .) - - - - I DIG H MIN �� \/\/\/\/\, DEPTH TEST a� / / / / / i HOLE TO -0 PLAN KEYROOT BALL \�/%/\\/\\/\�/i VERIFY WELL LANDSCAPE LEGEND \ DDRAINESUBGRADE drawn by: LMY -IfPLANTINGS FOR PERIMETER TAMPED POROUS X ROOT BALL WIDTH (MIN.}-- MATERIAL checked by: CFD (WELL DRAINED) E a_ LS 1 -A LS1 -B OF PARKING AREAS SUBGRADE scale: AS NOTED o SHRUB & EVERGREEN PLANTING r project number: 17106.000 0 PLANTINGS FOR INTERIOR N.T.S. OF PARKING AREAS sheet number T 0 THE EDUCATION LAW OF THE STATE OF NEW YORK 0 40 80 RECEIVED O N -- NROHIE DRAWINGS EAND/ORROTHEAACCOMPANY ACANYTHCOMPANYING CO Feet STREET TREES FOR C SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION LS 1 -C LS 11 I JAN 2 J 2019 OF A LICENSED PROFESSIONAL ENGINEER, WHERE N O INTERIOR ROADWAYS SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL LS 1 B o SCALE: 1” =20' _ ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE Southold Town THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION Planning Board I._ (NYS ED. LAW SECTION 7209-2) +.— � _ I I EGEND p r. CAPE L I' VV I N '7pz 7W I r TWO EX. 30 .- � ti If I MATCH LIN E A-A -- ®, , PLANTINGS FOR PERIMETER SILVER MAPLES _ - 6 Sc 22 P ;moi r �, . ---- ❑ ❑ OFPARKINGAREAS q U, TO REMAIN .� 10 N 12 Igs 1 Alc EX. 36 SILVER r i 1 Alc 4Mp 1 Cc 12 I L PLANTINGS gS PLA FOR INTERIOR S MAPLE TO REMAIN �. COMMUNITY �\'r f �� 1 Cf 4 Lc : ❑ OF PAR ice; / 6 Sna 1 Cc 2 Lc KING AREAS . . . Cc , BLDG. r ,: ss, 4 Bh 4 Mp 4 Sc W 5 Am . :. Lc . 6 8 Sc - - FIN.. FL STREET TREES FOR2 Cf AaQ J 12 Pv 8 0 _ L _ INTERIOR ROADWAYS 7 M p N 1 s 10 M - I � PF RAIN ._ _ _ . .,,u �. 1 ... -_..� .. .r .:....- ... ; ",.t: _ :,.• _ �_ ...._ . ` , _. . LIMITS 0 1300 Walt Whitman Road, d,Melville, New York 1 1 .......__ ...H_. . GARDEN _ . . ,.. � 12 Df _ �`-- STORMWATER t� _.; . , ,0' �_ 1 2 PV Phone 631 300 1010 � , :. ... llo.o l GENERAL LANDSCAPE NOTES I RETENTION AREA Q 10 Am SEE LANDS - r Q 1 _ I C p L S-1 owner/developer: ' 1 CONIFER REALY LLC - -�- 1 AND LS-113 OTHER • 2 .. SHEET W % 6 Ls 5 C P _, �'-' _ - - - - - PLANTING TING 83 E. Main street,suite 600, —,� — - 2 12 Pv - - - 12 Cp 1 CP _ 12 DET . 4 At 6 Df AILS. ER AN Rochester, New r 14604 r _ York 12 C At i. �I' ., N 12 Pv 12 Df 2. PLANTINGS TO BE NATIVE, 0 -4Ps - 12 PvNON-INVASIVE, AND DROUGHT Site/Civil Consultant 12 Df TOLERANT TO THE BEST EXTEND 12 Df ;�. 8 Mp \ O 12 CID POSSIBLE. 3. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED LEAF MOLD WILL BE INCORPORATED INTO THE TOPSOIL OPSOIL AT A i 5 Mp 12 Cp � 12 I _ 0 OF ONE PART ORGANIC MATTER --— \ M d P T L Md-EAN ASSOCIATES, P.C. I --= .-- ------ --- __ C ` I ' ,;. � TO TWO PARTS NATIVE TOPSOIL TO K. 28 H I LONG ISLAND, NY i - 437 SOUTH COUNTRY RD., O 4 IV LIMITS OF ,\ CAPACITY. + I r _ '`-_ .. _ 4 Vd 7 LC \� CAP ITS WA BROOKHAVEN, NEW YORK 11719 � INCREASE TER OLD NG 30 6 IV 10-SWALE Tel. 631.286.8668 .,� \ � ' STORMWATER �\\ \ `.�. �. 4-• COARSE M Z AREA 7 Am 1 Cc , � � MULCH ATA MINIMUM DEPTH J RETENTION AR LIMITS 3� IS REQUIRED ON ALL PLANTED OF 3g 2 O O TS OF RAIN GARDEN L STORMWATER x5. ALL E TREES AND LANDSCAPING ARE I \ / RETENTION AREA REQUIRED TO BE MAINTAINED BY THE VINEYARD VIEW PROPERTY OWNER AS SHOWN ON THE NORTH ROAD T r ' APPROVED SITE PLAN. SHOULD A TREE 12 Df TOWN OF SOUTHOLD, N.Y. 11935 � � 2 Al - !� DIE OR OTHERWISE BE DESTROYED, IT MUST BE REPLACED WITH � 1 THE SAME EX. SASSAFRAS � . / �" SPECIES AND SIZE AS SHOWN ON THE � 10 Vd GROVE TO REMAIN -:� � �� �% APPROVED SITE PLAN WITHIN 6 _ - - 26 -- m MONTHS. ANY CHANGE IN TREE OR I / I LANDSCAPING SPECIES MUST BE C0 / APPROVED IN WRITING BY THE - UJ PLANNING BOARD. � 6 WIDE x { 1-118"-►1 ® ANCHOR TRENCH _ IANCDHOR � TRENCH onifer . A! fS1.111`,�' .p.1/F M1i [ONS1gUC11pM1 A MI.NAGF Mf"i 2"-4" OVERLAP ON SIDES (TYP.) z / 2005 FRESHWATER - -- .- �' WETLANDS BY C.W. i - - - seal -- Q � �- i BOWMAN, LAND USE ESI„ C-) AFFIRMED BY NYSDEC W LETTER 6/20/2018 v �, 9II _ ', ' ALL STAPLES ��, r ;; J-z,.� ��, / ^ ` 30 O.C. (TYP.) 0>t;5 U)I - �� ''F< uot'r h 30" O.C. (TYP.) EX. BLACK LOCUST � i \\\ ` ' {� I issued date description LLI GROVE TO REMAIN / 1 7-18-18 2005 WETLANDS DELINEATION U — — — 2 9-28-18 STREET TREES, RAIN GARDENS LL_ i i I & PARKING AREAS 3 12-7-18 ADDRESSED 10-2-2018 COMMENTS o II } 4 12-18-18 ADDRESSED 12-17-2018 O I EROSION CONTROL MAT COMMENTS 5 1-3-19 ADDRESSED 12-21-2018 I �r I ) INSTALLATION COMMENTS _ ATION N.T.S. P L A N T � � � / M A T E R I A L � �' � I L I S T r; Issued date description EX. SASSAFRAS i I / GROVE TO REMAIN \ SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME c \ SIZE & TYPE SPACING NOTES D QC - QUERCUS COCCINEA SCARLET OAK 2.5"-3" AS SHOWN DECIDUOUS / I CAL. SHADE TREE U ( I } ERVICEBERRY a � � �- � / \, �/ � AlAI - AMELANCHIER LAEVIS 2"-2.5" AS SHOWN DECIDUOUS CAL. TREE \ (D Alc - AMELANCHIER LAEVIS CUMULUS SERVICEBERRY 2"-2.5" AS SHOWN NARROW DECIDUOUS / 'CUMULUS' CAL.1 TREE CARPINUS CAROLINIANA AMERICAN HORNBEAM 2"-2.5" AS SHOWN DECIDUOUS CAL. TREE Cf DECIDUOUS_ CORNUS FLORIDA WHITE DOGWOOD 2"-2.5" AS SHOWN f ! TREE / CAL. 0 / \ PS _ PINUS STROBUS EASTERN WHITE PINE 6'-8' HT., 7' O.C. EVERGREEN LL_ V B&B TREE / CPCQ Am ARONIA MELANOCARPA BLACK CHOKEBERRY #3 5' O.C. FLOWERING title \ CONTAINER SHRUB a Iv -- ILEX VERTICILLATA WINTERBERRY #5 5' O.C. FLOWERING (WEST) _ ` �,(�,� CONTAINER SHRUB MON, 'SND, 1 / �J �J I / MON, FND, MP _- MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING rn MULCH TOP SURFACE WITH THIN LAYER CONTAINER SHRUB LANDSCAPE OF LEAF COMPOST OR SHREDDED `WOOD Sc -- SAMBUCUS CANADENSIS ELDERBERRY #5 5' O.C. FRUITING ° � (NOT -WOOD CHIPS) EDGE WITH NATIVE GRASS ' ,�\1 CONTAINER SHRUB PLANTINGS (SEE PLANTING 6bo Vd -- VIBURNUM DENTATUM ARROWWOOD #5 5' O.C. FRUITING PLAN CONTAINER SHRUB PLAN KEY CAST IRON INLET GRATE & PLAN & DETAILS) X00000 IgS ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT o FRAME BOLTED TO -- n HT., B&B EVERGREEN _ MANHOLE 6 MAX. POND DEPTH � At ASCLEPIAS TUBERO A BUTTERFLY WEED #1 2'-3' O.C. FLOWERING CONTAINER PERENNIAL >% SEE PRECAST CONCRETE 12"MIN OdDcP Lc -_ LOBELIA CARDINALIS CARDINAL LOBELIA #1 2'-3' O.C. FLOWERING AREA DRAIN DETAIL AND 24" AX. CONTAINER PERENNIAL drawn by: LMY DRAINAGE PLANS T` f� Md -- MONARDA DIDYMA SCARLET BEEBALM #1 2'-3' O.C. FLOWERING a o SEED __ ____ .:..,>1 LS 1 -A LS 1 -g (SEE y � �° -- NEW ENGLAND ASTER CONTAINER 2 -3 O.C. hecked y CFD �=�+. N PERENNIAL b - -- -- ---- --- - -�--- - �=�° �:;>.,w;; #1 C- FLOWERING O Y rr HYOTRICHUM O � PLANTING •�• _ ,z:4f w,,y�_�:x=,y;�. :.: ,:,��< , 1 _ _ NOVAE-ANGLIAE CONTAINER N ^ ... vh:- :.>�. 4 nom. 11 PERENNIAL scale: O - ,arm ,:�,.t..`- ; -s �,.x S•.X,.;.......: 3 =' r>.,, ; ..w ., I ,I ;,:, �,..: ;.„ YLVA AS NOTED PLAN) :_.. 4 3 _0 ` :�. �: �.�;.„� MIN. �-='���� 12 (MIN.) �J Cp CAREX PENS NICA PENNSYLVANIA SEDGE #2 3'-4' O.C. NATIVE y., " '� "' DEPTH OF CONTAINER GRASS project number: 17106.000 O a Df DESCHAMPSIA FLEXOSA COMMON HAIRGRASS #2 3'-4' O.C. NATIVE a��i DRAINAGE PIPE I- - ' '- -I PLANTING SOIL � CONTAINER GRASS I -- 0) 0 40 80 SU SCARIFIED dDOO Pv __ PANICUM VIRGATUM SWITCHGRASS #2 3'-4' O.C. NATIVE O CONTAINER GRASS sheet number N O O Feet RECEIVED THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING _.- --' ^---- IN THE DRAWINGS AND/OR THE ACCOMPANYING N LS 1 -C LS 1 SCALE: I" =20' TYPICAL B 10 S WA L E DETAIL SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION C JAN 2 5 2019 OF A LICENSED PROFESSIONAL ENGINEER, WHERE LS SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL N.T.S. ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE I S0utho__1d_ own THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION Planning Board (NYS ED. LAW SECTION 7209-2) LANDSCAPE LEGEND GENERAL LANDSCAPE NOTES: P L A N T M A T E R I A L L I S T 1 . SEE LANDSCAPE PLANS — SHEET LS-1 , LS-113 AND LS-1C FOR OTHER PLANTING DETAILS. SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES PLANTINGS FOR PERIMETER 2• PLANTINGS TO BE NATIVE, NON—INVASIVE, AND DROUGHT OF PARKING AREAS TOLERANT TO THE BEST EXTEND POSSIBLE. Ar ACER RUBRUM RED MAPLE 2.5"-3" AS SHOWN DECIDUOUS CAL. SHADE TREE 3. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED Qa — QUERCUS ALBA WHITE OAK 2.5"-3" AS SHOWN DECIDUOUS BHC PLANTINGS FOR INTERIOR LEAF MOLD) WILL BE INCORPORATED INTO THE TOPSOIL AT CAL. SHADE TREE QC — QUERCUS COCCINEA SCARLET OAK 2.5"-3" AS SHOWN DECIDUOUS A RATIO OF ONE PART ORGANIC MATTER TO TWO PARTS CAL. SHADE TREE OF PARKING AREAS AlAMELANCHIER LAEVIs NATIVE TOPSOIL, TO INCREASE ITS WATER—HOLDING _ sERVICEBERRY 2"-2.5' As SHOWN DECIDUOUS CAL. TREE CAPACITY. Cc CARPINUS CAROLINIANA AMERICAN HORNBEAM 2"-2.5" AS SHOWN DECIDUOUS 4. COARSE MULCH AT A MINIMUM DEPTH OF 3" IS REQUIRED — CAL. TREE STREET TREES FOR Cf CORNUS FLORIDA WHITE DOGWOOD 2"-2.5" AS SHOWN DECIDUOUS INTERIOR ROADWAYS ON ALL PLANTED MATERIAL. — CAL. TREE 5. ALL TREES AND LANDSCAPING ARE REQUIRED TO BE Jv -- JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8', #5 7' O.C. TALL CONTAINER EVERGREEN 1300 Walt Whitman Road,Melville, New York MAINTAINED BY THE PROPERTY OWNER AS SHOWN ON THE HEDGE To THUJA OCCIDENTALIS NORTHERN WHITE CEDAR 6'-8', #5 7' O.C. TALL 11747 APPROVED SITE PLAN. SHOULD A TREE DIE OR OTHERWISE -- (ARBORVITAE) CONTAINER EVERGREEN Phone 631 300 1010 BE DESTROYED, IT MUST BE REPLACED WITH THE SAME -- #3 5' O.C. EDGE SPECIES AND SIZE AS SHOWN ON THE APPROVED SITE Am ARONIA MELANOCARPA BLACK CHOKEBERRY .C. FLOWERING CONTAINER SHRUB owner/developer: CPJ_0 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, MATCHLINE A-A LANDSCAPING SPECIES MUST BE APPROVED IN WRITING BY CPDO MP -- MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING Rochester, New York 14604 CONTAINER SHRUB THE PLANNING BOARD. Rc —_ ZHUS COPALLINA SHINING SUMAC C5 O.C. G CONTAINER SHRUB Site/Civil Consultant S IV 5 Rh 9 Rh 1 Cf -- �J �J� Sc —_ SAMBUCUS CANADENSIS ELDERBERRY #5 5 O.C. FRUITING r - CONTAINER SHRUB _ (f —� 20.0' I % Vd VIBURNUM DENTATUM ARROWWOOD #5 5' O.C. FRUITING ❑ 1 1 QQ L 5 MP CONTAINER SHRUB 1 All - .5 D 5 Am �' I S —_ ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT ..;.IL V r . r u T 9 HT., B&B EVERGREEN d 4 Am 5 2� I I i At ASCLEPIAS TUBEROSA BUTTERFLY WEED #1 2'-3' O.C. FLOWERING ❑ - � 4 Dm i ---- CONTAINER PERENNIAL � Dm DRYOPTERIS MARGINALIS MARGINAL WOOD FERN # 2'-3' O.C. PERE NNIAL13 Rh L K. McLEAN ASSOCIA TES P.C.P 9 Rh 9 5' — CONTAINER # -3' O.C. FLOWERING CARDINALIS CARDINAL LOBELIA ' 00 22.0' 1.8 Lc 07GISLAND, NY ONTAINER PERENNIALLONG COUNTRY RD., -3 O.C. FLOWERING Md MONARDA DIDYMA SCARLET BEEBALM #1 2 BROOKHAVEN, NEW YORK 117194Or r CONTAINER PERENNIAL Tel: 631.286.8668 � BLDG. 7 (TYPE D) ®rt�� _ J ' � Rh -- RUDBECKIA HIRTA BLACK EYED SUSAN #1 2'-3' O.C. FLOWERING pERENN qL f i / CONTAINER 2'-3' O.C. FLOWERING 5.0' 20.0 o SWEET GOLDENROD #1 o �, I o o FIN. FLR. S SOLIDAGO ODORA ( — CONTAINER PERENNIAL 1 Ar 1 N Y EL. i. `t NEW ENGLAND ASTER 2 -3 O.C.1 Ar I — Q� Sna SYMPHYOTRICHUM E #1 FLOWERING -- NOVAE-ANGLIAE CONTAINER PERENNIAL u . 2.0 I I P — 7 M 23'25 w r � Cp CAREX PENSYLVANICA PENNSYLVANIA SEDGE #2 3'-4' O.C. NATIVE VINEYARD VIEW 9 MP I I•. �� -- CONTAINER GRASS .. I { I Df DESCHAMPSIA FLEXOSA COMMON HAIRGRASS #2 3'-4' O.C. NATIVE NORTH ROAD „ -- CONTAINER - GRASS TOWN OF SOUTHOLD, N.Y. 11939 V �^n 2 3 4 O.C. NATIVE _ I Pv -- PANICUM VIRGATUM SWITCHGRASS # GRASS 3 Rh 20 � CONTAINER 3• i 6Am BLDG. 5 TYPE A 6 So 9.5' s - I - \\ H - 3.0'-- 1 it) 4 Vd "I aD FLR. EL. G Lc 10 IgS 17 Jv 1J \ 5 Rc � i 1 Cc \ r I 7 To 5.4 ► \ conifer tlFf%l.,it CF Yt10INEM1 10M11 1(lN 4 MA00 M.Gfi M{N1 M R \ 2 g y 5 Sf \\7 8 Rh ! r 4 w ': •5 __ / �`_m 6 3' N seal 12 PV �� 1,- I 23.¢' I ";all V.V�. � � J 4 Sc 5 At p ; \ 12 Df 1 Cf UJ sg � T4 12 Df 12.8 o z 12 Pv 12 ry issued date description 2005 FRESHWATER WETLANDS BY C.W. 1 7-18-18 2005 WETLANDS DELINEATION BOWMAN, LAND USE ESI„ 2 9-28-18 STREET TREES, RAIN GARDENS a. - I � x x ' o AFFIRMED BY NYSDEC 8 PARKING AREAS \- 3 12-7-18 ADDRESSED 10-2-2018 / 1 LETTER 6/20/2018 C-) Q �I 6 LC 6 Rh / 0�� 1 2 Cp �� _ _ 4 12-18-18 ADDRESSED 12-17-2018 0 4 M p 4 Am .� LIMITS OF RAIN 6 Vd , � i � �� 5 1-3-19 ADDRESSED 12-21-2018 o GARDEN / �`�- o STORMWATER COMMENTS o RETENTION AREA 8 Am 12 PV { � ! 1 QC 5 RC issued date description 8 S c4 Dm 12 C p 0, 12 PV 0 �. 12 Df title (SOUTH ) i LIMITS OF RAIN % / - GARDEN / ! LANDSCAPE STORMWATER CO RETENTION AREA PLANo PLAN KEY i ° 2005 WETLAND i 0 40 80 drawn b LMY T DELINEATION % Feet y (BY C.W. BOWMAN - ; checked by: CFD n LAND USE ECOLOGICAL . 1 0 E a- �+ q i SERVICES, INC.) /// ° LS1 -A - SCALE: 1" =20' scale: AS NOTED LS 1 -B � project number: 17106.000 N 0 - sheet number 0) �I"�_ �/ RECEIVE-- - THE EDUCATION LAW OF THE STATE OF NEW YORK o / � PROHIBITS ANY PERSON FROM ALTERING ANYTHING N O \ I 1 5 2019 IN THE DRAWINGS AND/OR THE ACCOMPANYING CD I / JAN OF A LICENSED PROFESSIONAL ENGINEER, WHERE LS 1 �V L�� � i SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION LSI -D N \ _ SOUthUIC1 TOWn SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE i Planning Board THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) IL IRRIGATION AREA = 57,680 SQ FT OR 7.7% (TOTAL SITE AREA= 748,697 SQ. FT.) LAWN IRRIGATION LEGEND <, I TOTAL LONG–TERM IRRIGATION OF SITE WILL BE LIMITED TO ,' A. , PROPOSED FULL CIRCLE 15% OF THE LAND AREA OF THE SITE. IRRIGATION HEAD 1 �\ \ THREE ZONES FOR THREE DAYS OF IRRIGATION WITH EACH PROPOSED HALF CIRCLE ZONE SCHEDULED FOR ONE DAY F - _ 2 / I ZONE 1 (EAST FRONT LAWN & VILLAGE SQUARE LAWN AREAS IBHC � J1°3 .��. ) IRRIGATION HEAD PROPOSED QUARTER CIRCLE L — ® � = 20,950 SQ. FT. IRRIGATION HEAD ARCHITECTS J I o f – X87, _ — ZONE 1 ` PROPOSED ADJUSTABLE. � O O -- \ —� � � I i Go o o �` "---- --12.0– ® ® IL CIRCLE IRRIGATION HEAD N N N i' O (N o Q,' _� ` -- N �• FND, \ ZONE 2 (WEST FRONT LAWN AREA) c� 3,3 \ e 1300 Walt Whitman Road, Melville, New York �" 11747 \ ' E L2,9 Q (SEE IRRIGATION DETAILS ON SEPARATE Phone 631 300 1010 g,e' l STO BIOSWgLE/� X _ SHEET N . / ORMYYpTERR�TENT~ r� '1�l:' ✓, \ \\ �7 .Q-J \ ZONE 2 ) p , 4 AREA SW r' 3 rti� NI – \ ZONE 3 (DRIP IRRIGATION AT ALL PLANTING BEDS AROUND owner/developer: I . CONIFER REALY LLC PARKING AREAS AND AT BUILDINGS) (SEE DETAILED PROPOSED PRIVATE WELL 83 E. Main Street,Suite 600, ° IRRIGATION PLANS – SHEETS LS2–A, LS2–B, LS2–C 8c (FOR IRRIGATION ONLY} Rochester, New York 14604 `off o �\�'. LS2–D) ILII �, \ TYPICAL SIZE OF IRRIGATION HEADS QUANTITY Site/Civil Consultant ZONE 3 I' DO," Of I GARDEN/ \ ` I ' \ ® = 13,830 SQ. FT. o' —— m 1 ., I I ..L�I 'ORM.WATR BLDG.1(TYPE C) _ RETENTION,' FIN.FLR.EL.=23.25' ° j� I \ ® / \\ N AR 'S 0 } ) � % / PROPOSED 30 FEET RADIUS 28 Q o � IRRIGATION HEAD NOTE: AN IRRIGATION TIMING PLAN WILL BE IMPLEMENTED IjJ' r, f s 2 �o FOR THE SITE TO BE IRRIGATED IN PHASES SO THAT oI�� \ SECTIONS OF THE SITE ARE TO BE IRRIGATED IN ON PROPOSED –10 FEET RADIUS ALTERNATING DAYS AND ENTIRE SITE IS NOT IRRIGATED ALL 280 '' ° I I I' •� � .. ;� � °� /� "' � \ � � i IRRIGATION HEAD L K. McLEAN ASSOCIATES, P.C. % y AT THE SAME TIME. _ -� \ \ LONG ISLAND, NY LANDBA D ri y y ® N ) \ IRRIGATION PLAN NOTES: 437 SOUTH COUNTRY RD., SEE LANDSCAPE PLANS I _ ® / j \ BROOKHAVEN, NEW YORK 11719 FOR EXISTING TREES 'r Tel: 631.286.8668 :. / \N 1 . SEE LANDSCAPE PLANS – SHEETS T T ` � l � ' � •O ____ -- i`�" 2005 FRESHWATER T ,� 0 REMAIN / \ f / \\ \ WETLANDS BY C.W. LS1 , LS1 –A, LS –B, LS1 —C & 1 / � BOWMAN, LAND USE Esi„ LS1 –D FOR PLANTINGS. ZONE 1 / �/� ,` ��� ,;`° ,v``, \ /' \ \ AFFIRMED BY NYSDEc 2. SEE DRAINAGE & GRADING PLANS – ,-- r \ TER 6/20/2018 SHEETS D1 , D1 –A, D1 –B, D1 –C & VINEYARD VIEW BLDG.2(TYPE B) / ^ _ FIN.FLR.E _ ® ° ° / ' \ \ \ 1 \ D1 –D. NORTH ROAD I ■ I +\ �. / % d{;'.'.o L 23.25' \ / r/ \ LO! zoNE 1 G 22 0 \ \ \ \ 3. SOIL MOISTURE SENSORS WILL BE USED WITH THE IRRIGATION SYSTEM, TOWN OF SOUTHOLD, N.Y. 1 1939 \ \ \ TO WATER ONLY WHEN NECESSARY , � \ ' DURING TIMES OF LOW SOIL W N ? ''.y \ \ \ MOISTURE. 4. NO MORE THAN 1 000 GALLONS PER DAY SHALL BE USED FOR IRRIGATION. �k o o 5. THE USE OF NATIVE S / DROUGHT TOLERANT PLANTS AND El/r", -:F - .- r � ,�j \ �S. \ � �i'�/ y \ / DRIP IRRIGATION IN LANDSCAPING IS O \ \ - REQUIRED. BLDG.3 TYPE B B �" CV ( ) LDG.4(TYPE A) � /////�/� \ PROPOSED \' { . ZL' 1. \ ..... u:. / FIN.FLR. . \ + FIN.FLR. \ \ 6. A SEPARATE WELL(S) SHALL BE USED BUS SHELTER I, \ .'J + 1�+ . . l EL._ \ \ \ ) I EL.= I:e BLDG.6{TYPE D) � \ �..-. : /% 23.25' ✓r \ ■ FOR ALL IRRIGATION �, ��� / } K 23.25' ��///� TO REDUCE THE � 3 `/ i i �' / �:�.. :J%. .-� 'd / 'y// i FIN.FLR. \ \ . nr \ l . EL._ 'RAIN . — T ( USE OF WATER FROM THE SUFFOLK l ORM \ \ j ,. ♦ ix bbn f ENTIOIv' �� y 'a 1 .- ..: l ...� . .... .. ...' ;" ,// .. ;, :: '-, •, bb yx� ..,;,r ' " REAL ES ERiEDEVELOPMENT. � o \ \ COUNTY WATER AUTHORITY'S SYSTEM. CakS.QUCrTaN�MANAGEMENT SEE LANDSCAPE PLANS I.. \ �/ FOR EXISTING TREES TO REMAIN seal, ATCHLINE \ J I� \ I✓V COMMUNITY BLDG FIN.FLR.EL.-29.0' 3 x \\ I • BLDG.7(TYPE D) FIN. FLR. \ I';-- I I s \ e 1 1 I 3 RFA SD95 � f I 1 W "r:, I RRBtVgIERE' 19T10F[.A v � ! a N CARD BIOSWAL RA1N Gq poi: 23_25 RDEN! < � TORMWATER O t ! NrraN p ENTIO.N %ix , _ I C� AREA bib W7' \ \ issued date= ription / 1 7-19-18 2005 WETLANDS DELINEATION BLDG.5(TYPE A) N O , FIN.FLR.EL.=25.15, �O' _ / �6 \\ i / \ \ 2 10-1-18 STREET TREES, RAIN GARDENS ZONE 2 I o \� d t & PARKING AREAS I I O 3 12-7-18 ADDRESSED 10-2-2018 COMMENTS 4 12-18-18 ADDRESSED 12-17-2018 of I I , I / / 5 1-3-19 ADDRESSED TOWN COMMENTS j \ O I o �� J 1 � SR.ral�n'iwarl. � N c'� N ��6.0-- C! � / \ o / / ~ -26.0— ` R rENr.IoNq�R_ ti' N 10 U) o ( "��J / , / / I \ `- \ issued date description h �_24 ` co ry � O � lh�o GARB N/ i AR 4_1 cn CV CP UJ � \ I / 0 100, title IRRIGATION \ / PLAN a, ` \ l ,r / N 22.18®®„ PLANKEY _ 0 100 200 4-1 .S+ \ \ \ / / s64,SC�'/il ���`-- /i drawn by: LMY lam/ - f ' checked by: CFD _ \ � .` _- Feet L2_q LS2 B ^j^`� �`' III -- -� SCALE: 1 =JPO scale: AS NOTED <v project number: 17106.000 N o \ a \ c� c i CD 0) �- RECEIVED sheet number r----------- THE EDUCATION LAW OF THE STATE OF NEW YORK p PROHIBITS ANY PERSON FROM ALTERING ANYTHING IN THE DRAWINGS AND/OR THE ACCOMPANYING L JAN 2 5 2019 SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION "' `� LS2-C LS2 N � OF A LICENSED PROFESSIONAL ENGINEER, WHERE LS2 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL C 50Utho�( Town ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE Planning Board THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) - \ L r _ --� LAWN IRRIGATION LEGEND ,; I e� oI . > i . . , A. �� �� ST oswp�E x �/,__ \ \ l PROPOSED FULL CIRCLE P_I'� "' 'N / / ' j ; ` . ORMWAT '' .� _ F 'k ; I. \ �4 \\��/ IRRIGATION HEAD R _ __ _ l 1 .1 O RET T � _ _ _ ) . i . I N L .o. I I I f r ARFp EN'.,. r - - - - - - - \ \ o \ '- PROPOSED HALF CIRCLE l I . . . . SVV.4 \ oc f L CO -.- N \ I l N 'I 1 �;;� � j `; � IRRIGATION HEAD I , I Y-- 3 j I z PG20031 I I' I r?dJ a :.� / y. . ` 10o WETLAND I--,' \ I I I ( 1 �, I 2Q �J \\. .. % / ; BUFFER LIMITS \ i\\ PROPOSED QUARTER CIRCLE Imo. ' I I I I . � _ _ �.:.:' _ \ \ IRRIGATION HEAD ` �� � .1, .� . , : : - - - 7- I I I , 1 ,, / ?. iii 4 �\ r I PROPOSED ADJUSTABLE. ' .. d l)� _. )(7,_ 1 I /\ 4 . . 1 ;` i' < 11 \ ZONE 3 I ,/ CIRCLE IRRIGATION HEAD . I., .I. I� to l f I ,. 0 \ w J I , � lj� ( p 1300 Walt Whitman Road, Melville, New York I 1-4,.- (SEE IRRIGATION DETAILS ON SEPARATE 11747 W � � I� WI I I 1 <.: e . � .� . . T T- \ \ Phone 631 300 1010 W x h 11 . I I W �I I I �. x I > o , \ SHEET) C ', D 1 I Q D. � 11 ► I ~ I I I N 1 >' ,-',�'."i ' 'rt a ° ' ° f \ PROPOSED PRIVATE WELL owner/developer: Q i I f I> © CONIFER REALY LLC p 13 I I I I i "I ,� ' ti 1 . C4 • >r�� \ � ` (FOR IRRIGATION ONLY) 83 E. Main Street,Suite 600, { I I ' I I 1 Rpt ? ` ` Rochester, New York 14604 I ( r . 1 .I f''W; I N TOE OF SWALE \ . \ t o I I 1 . 1 GARDEN I: I I . pR BLDG. 1 (TYPE C) \� TYPICAL SIZE OF IRRIGATION HEADS Site/Civil Consultant q : L I � . I i.Q1 I MWATE � . �3 � ! I � I I 1 W 1 . RETE R N ' I. _ . . \ � . ' �o --- I I W ; . I ` NTLON. ;.; FIN. FLR. EL. - 23.25' o I ) I I F I AREq s A \ \ . l I W3 PROPOSED N30 FEET RADIUS IRRIGATION HEAD 3 LL i i 1 1 --J ------J . . �, �-.- � -- '� I - i . I'Z 1 r' . . . . . . . . 1 x . I Q Q I / °. , D . . ' . , ' , PROPOSED -10 FEET RADIUS Lql 1.1 11 IX I �; I a D ' . t\ _ IRRIGATION HEAD L_ K. McLEAN ASSOCIATES, P.C. W ' I .. ISLAND, NY I.. o ` 1 ' . n '. , D . c e . 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PLANT �-1. � LS1 D FOR I I %;, ,•gym,,;:,x, �.ul r/ / /. k, O I „ " w %;, 1.' .� 1 r 1' \ r, N I� / •�/ �A��- PLANS � G P LA b GRADIN � � \ AGE 8c o r 1. E DRAIN r �.' 2 SE �. :� � x t h / P H 3' > ffl?li P rry /r, I' y� �' i ; ;s' ,y/H'„ /. L r� 11 w a• 1 SHEETS D1 D1 A D1 B D cfl 1 r 1 .� 1 E 5 T. o e �, n s ri do i � . t description issued date 0 0 � ; Y,� / / s E R e b �'r , / rr X D r r r �. Y.'. r` 3 \ t � . I ti,. 24 :' =.r' ILL BE r ORS W L SENSORS .r MOISTURE I 7 / PLAY � 3. SOIL M I X t i\ 6 / N / \ ;L= \ I M ° /�'\ ND Q } GROU { ����- TEM �� :.� IRRIGATION SYS y / '��< f�.' HE IRR( � WITH T \ \ , :: USED % / \ 4/ Y y t /' T% r:, rn rt I\ - . / , i / FLAG POL i' AREA c %' •.,.. t \ / � - �. WHEN NECESSARY \ -� WATER ONLY /. '.FIT ,- TO I s - I UM STE R"";, I \ �D \ / \ I\ 1 / t o T . � 4, k..A �C�TA �' \ r / / t P�ii� / L o , I W S01 I 0 F LO > .- - r' o \ DURING TIMES / - ' , r l I. ' r \ /. 0 E CE' / I 0 t \ MOIST R h / f 1. I / I r, I %' I E. 3 /' 1� \ /. I 1. r � \ > I -� 1 _ • R / GALL ONS PE /„ MORE TH AN 1 000 , 1 .� 4. \ L' 1 k �' e� I / I t11 L / / - .� \ CNIC AREA ZONE 2 r _ y \I' w / ' .i _ _ ION. _\ � � \� �%H• DAY SHALL BE USED FOR IRRIGATION. \. . \. /. /. r / /C P C �l 1 n / r'' I' 0 ;. r� / I. A �:' VE .\ ' �- OF NAT( - _ '� \ USE I 1' \ 5 THE U y r" _ jg,�y , !. C U I I l' l �. r�" Y y-, �.' � O ;v NTS AND I� �• � DROUGHT TOLERANT PLA I \ F;.' 1 �w \ .� r, I \ y i / V GE S UAR E ti (LLA Q L'i , ""; I I / t I . - / V I i' \.f - �t ti II IRRIGATION IN LANDSCAPING N G IS / DRIP r i - 3 r \ .r 1. s A i A Li I �.. r ; ;. i r �- r �. � �. s t / o . 1 ► / D REQUIRED. UIRED. 1 I TYP B I I I 1/ BLDG. 3 I' 1 I t. 4 I .. I \•.' I / rn .I � / x . \ T H . / . �. l \. r . 6. A SEPARATE WELLS SHALL BE USED r i / l y' \\ . r. / \ / I. 1 /. 't. \ \ „ ,H..: \. \ /. \ . \ . \ / {. \ / / 0) I \ i/ ' I \ , _ ,� \ title. / \, yr. k t. FOR ALL IRRIGATION TO REDUCE THE o r 1 I \ , / . , IN. F /. r r L__ , . 7, p \ t <, ,. _ \\ i' 1. d. e \ / /. r. { t I' I r r \. / zi /. r 1 \ I I /' \ ` H / OLK \ -- ,: SU FF , THE w ROM / F WATER F �: I. /.: SE 0 - r' r' / U \ e - �.- ( NORTH )r r _ I n. o , \ r I' H � I . � E � - -, / : N / . : . / �r p� >~ 1 / Y \ -T-F. �' r I \ \ 1 \ D LL_ s 2 ,� \. / \ � TEM. r /.' -«. S SYS I L I UTHO R ITY +�= WATER A - � OUNTY x I C L' / I r I I f� / - -t �' / 0 1 /. h r .25 _ t. / I r' !. r� t �" - r. t \ \ I' 3 -V „%vim He-� " r /H/ \ \ \ \ LAN S -t'� - - NDSC APE P t' `, �., y. SEE LA / _ IRRIGATION r_/ i \ n / .1 TREES � el I �� \ \ \ i' a EXISTING �� i \ FOR \/ / - J / 1. a I 3 i / ONE u� �. f .� / `!`�_ MAIN / I f�T J 0 REMAIN /. ;,.. T I' \ � I 1' � /. %. U) I . \ l \ 1 < ate' F \ u n 1 .tom� \ 1 r M-/ Sa _:_L: � /r , I I �. \ D \ '­;"ZO i - <_ _ PLAN \ / � l' T r i , yH/ I / !• / / `' / 1.' / .p I \ / a. y 1 I r, / r _0 I') I i � \ "I } /, 1 \ \ \' /. '/ 1 I r. r ti �' i I - W- / / V,' \ { I / I „ /' _ / ' \ / I \ I. \ \ 1 I - \. - / ACLS /'\ % �+ 1. % ' / . R EPT _ r' I r.\ - _ / r ;'t. .w. _ F . t \ 1 - =� \ , \ . -t:. > \ - \ r. L I. \ �.. \ I r. �. .h I. f r. I 1 / 'YP_ 't � R �v � / / '<,�.r ��' 'rte r ' f'. ';iii->,H•• ,�/,: -,v'i/r \ 1' � t. i \ \ MAIL � , I", '' - M , \ f - . I,zz,,�� y Y / `jy{ - / --,�__� \/. / I � �. ;oKEY _ LL \ , i ,,, CL - . . / . . .. . T� \ Y I� 4 � MY N % \. LP \ / 111�1 �11, drawn b - ' da ;:.. r r \ / gtJCE \ x 1 H, r �� i. , "'I", ","', �, 11 •r. ./ t \ ,��177* ` // �I r . . 1 `I � '�: I \ , Q I a FD x 15 "I ­ ­.../ C 1 . � checked b / i' 1. c ec _ / 11 , I =�����' N C � i I { I / \ Z ONE 3 \ {'. / n i i' \ ., \ r I / t I� 1 1 / e' - W 1 i' � L_ I1 i AS NOTED / \ '_' scale: I t 1 \ 1 \ a t 'c"'I'T�""� 1 !' k / �� r 8d N J d ""'d \' 't' i I �� 80 L . . , I - �' 4 0 I" 1 a 0 I _ 00 1 .:� 17106 0 % r: 2 / ro'ect number: L S �< 2 A I � ,'�' � S \ , I \ / H, k i%.. a \ yEl 11 T �;: „ :. ;: 0 . . . . I Feet \ - �' u . __ . -. - � 11 vi / /.,, ;1 I'll / 1 I I \' N \ / { \ n. �. , „, \ I / . - '11 / \ 1 SCALE: 1 20 sheet number N \ Iu a r,„ •� i,,,r r>, r r, / / 1 W ii „I'll % \ /. r �. y ,. Y t , „ , >%., . 1 b. "I I/I ... i , r,; s, r �- N LAW OF THE STATE OF NEW Y 3 / - �� f ,. ,,,, THE EDUCATION _ „„ ,r. ,„ r,. , ,''_ r '-> r;///� ALTERING ANYTHING u v PROHIBITS ANY PERSON FROM ATE G E PRO B . H,�, :� rim,'• ,,,ie,i „ ,e vs [L^��. g > , IVED %,e X - $ $ IN THE DRAWINGS AND/OR THE ACCOMPANYING 1 r O \ _ / iI �. „ / _ R CTION / i IT UNDER THE DI E ATI N UNLESS S P (FIC 0 S �/ SEC r y ik , O - f� y I \ \ / -1 / WELL C:) IVATE / PR / r' Wr R ENGINEER, WHE E T� $---•--�-- ---••-•�S' PROFESSIONAL ...k $ A CENSED N 1 A OF U i�, I N EA -� H L ,� r T y M AC o \ - �9 \ o i 52 :� NCRIBE - j i', � � AA R FESSION L "' i' :- '•-� !' r ALTERATIONS N ARE MADE THE PROFESSIONAL ,, „ / SUCH ALTE T 0 S d OR _ LS2 A \ A ON F<, -.. LOC TI AT AND DES CD ! x SIGN, SEAL DATE / o R MUST S G ,,, � , ter, ., .,,, . . , ,. ,, . . ., ,,,. .- ENGINEER ,. .,,, 9 1 ,, ,. ,err. ,. ,,,rr. „ .. ,,,,:• 'a;,- M O r -- THE „, F H ALTERATION ON r. RIGATION ONLY ,, , '„ FULL EXTENT 0 T E I i IR `1 - THE F 2C S -- LS I >. <,H „ . -,� �. ,,,,. .' r; ,, °., old / - , ,, ,. .... :. ,. . , , ,. ..., ,,,,, .,,,,>..,,,.�r,, ,,.�, SPECIFICATION I \ � 1\\ ,-.. -l-t- . \ /// , I !'�r16 A .-7� \ \ \ ., .j� .� �� :,i�Go�>�,�,,,. /iui,,,�.�i/v.,,eu,�,�,,:;,,,,,, OR IN THE SPEC C � .i , Planning Board DRAWING AND D I / (NYS ED. LAW SECTION 7209-2) / 10610 / f IRRIGATION LEGEND ZONE 3 (DRIP IRRIGATION I / AT ALL PLANTING BEDS \ I AROUND PARKING AREAS RARE REJ g, s� I ZONE 3 AND AT BUILDINGS) I (SEE IRRIGATION PLAN - -� SHEET LS2 FOR SQUARE . / -1FOOT AREAS) 1300 Wait Whitman Road, Melville, New York / p \ \ 11747 I \ \ \ p / Phone 631 300 1010 I I y� owner/developer: I \ \ CONIFER REALY LLC I ' — 83 E. Main Street,Suite 600, I \ \ p IRRIGATION PLAN NOTES: Rochester, New York 14604 I 1 . SEE LANDSCAPE PLANS SHEETS 1 LS 1 , LS 1 —A, LS 1 —B, LS 1 —C & Site/Civil Consultant �— LS1 —D FOR PLANTINGS. 2. SEE DRAINAGE & GRADING PLANS — SHEETS D1 , D1 —A, D1 —B, D1 —C & i D1 —D. / 3. SOIL MOISTURE SENSORS WILL BE / \ USED WITH THE IRRIGATION SYSTEM, L K. McLEAN ASSOCIATES, P.C. TO WATER ONLY WHEN NECESSARY ' � \ LONG ISLAND, NY DURING TIMES OF LOW SOIL 437 SOUTH COUNTRY RD., / / \ MOISTURE. BROOKHAVEN, NEW YORK 11719 , \ / Tel: 631.286.8668 2005 FRESHWATER 4. NO MORE THAN 1 000 GALLONS PER \ \ \ WETLANDS BY C.W. DAY SHALL BE USED FOR IRRIGATION. BOWMAN, LAND USE ESI„ 5. THE USE OF NATIVE, \ \ \ \ AFFIRMED BY NYSDEC DROUGHT— TOLERANT TOLERANT PLANTS AND LETTER 6/20/2018 DRIP IRRIGATION IN LANDSCAPING IS VINEYARD VIEW 6. AEQSEPARATE WELL(S) SHALL BE USED NORTH ROAD FOR ALL IRRIGATION TO REDUCE THE TOWN OF SOUTHOLD, N.Y. 11939 m / / USE OF WATER I \ / / \�\ \ COUNTY WATER AUTOHORITY'S SYSTEM. , ... We \ c o n i le REAL ESTATE UEYfIO PMFNT,CONSiRUCiION R MAH AOFMEN7 seal `SOF NE'(�/ CLQ N,1��;�) G•G�7/®.f�! Al -° \ % 56985 PROPERTY LINE (TYP.) 100' W�TkAI� LIMITS OF IN ,..... ,. ,., " :.,. . o / BU7ER LIMITS GARDEN / \ \ \ issued date description T STORMWATER \ \ TS / 0/ RETENTION AREA \ \ \ \ 1 7-19-18 2005 WETLANDS DELINEATION ZONE 3 / �� \ 2 12-7-18 ADDRESSED 10-2-2018 —I 7•_ �2. \ \ COMMENTS �- �E 3 _ �� (j/1 \ \ \ \ 3 12-18-18 ADDRESSED 12-17-2018 O � 0R '''IIRD� \ \ \ \ \ COMMENTS M� \ _\ ` \ 4 1-3-19 ADDRESSED TOWN COMMENTS OI �� DUMPStER \ TRANS- PAD ' �� !� ZONE 3 \ \ \ \ � \ O FORME T e ._, .,.. . ... \ j } PAD,, r / ,,;. y , ... ..�.. \ \ \ \� \ p issued date description , vw, -' 1 '10 x ,TGIYANLE' ! /:z,' ."i%; Wiry" q :,/'„. •" \ \ \ \ W i L 'I js. L D i „ 7 pco \ 6 \ N A " . L 4 TYPE G. � FIN. FLR. 1 \ I tit e „ �- EL. — > I 100 WETLAND \ ". ;:, �, 5 DG. PED � ( EAST),-, BUFFER LIMITS 23.25 s w FL.R. I — I e TI N ,, I R A O ` - Tb L. F , G \ TEN710' .0 23.25 ! RM � A 'i /''� b %/r >2a/.3 /,r b PLAN D // vl } i S 3 O \ ,....:. PLAN KEY , � / S S S .. •�' ,'. C;-" � 0 40 80 drawn by: LMY LL I.' L- \ q.; r' Feet h ked b CFD c ec / }1 (/\� 1 %` -° scale: AS NOTED a N „. — I' E• 1 -20 , , AL , O r ,t> r 2 B ,; w F S o L 6 000 -q TS r 1710 . 2 A I project number: � L M o'ec n E S LI • p 1 Q_ r , 3 N 0. 1 AR D / I N TE R i vy. S T RM N a 'ry, `rva/ N AREA I N TI 0 � I E sit.,_.. ET c R o ,:." / o sheet number ,..; ,. see TOE OF , .�� RECEIVED c SWALE C9 ::: — THE EDUCATION LAW OF THE STATE OF NEW YORK v �� 4 PROHIBITS ANY PERSON FROM ALTERING ANYTHING JAN 5 2019 r '.' %: - _-. - .-r „'• "' •• / IN THE DRAWINGS AND/OR THE ACCOMPANYING - O ;.,, , SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION —N -.'- . OF A LICENSED PROFESSIONAL ENGINEER, WHEREO ; � MATC H LI N E A—A SoutFiol�r TownI AA P O ESS ON LAR M DE THE R F.; �, A RATIONS ESUCH LTE �;� ' � �4'= I. Plannin Board I I� L 2 y / -%', ' T �' ••=T /� 1 / g ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE o ---- 2-V 4""--- " THE FULL EXTENT OF THE ALTERATION ON THE N LS ' r a I t\ , - DRAWING AND/OR IN THE S PEC FICATION C / - �� NYS ED. LAW SECTION 720 9 2 � / ,..,,"„,Liz,,...;/,,,, /4%, w,ur•/iri.,,,,',,,,sy%% Il.l' dll Q_ , y 1 1v — �. /. � IRRIGATION LEGEND 1 \ IT! 9 s LAW p � / 1 G _ l� / V � `l \ :<\ -- I . _ / / \ \ • — \ a/ .�il.L. ,.. � _ _ „ , .. ,.,.,,,,. ' I FULL CIRCLE I ED ,. . \ � / \ . ,. ., I PROPOS - Y , l \s, I / / a' µ - \ � MATCHLINE A \ \ LLJJ E I U \_ HEAD \' IRRIGATION f I / I � f ar' ID I „ \ f / „ / r � ti \ u.., . , ,. PROPOSED �- HALF CIRCLE r u L IRRIGATION ; � HEAD TION I 1 � 6 I "X v 1 / , a I / 1 ,1 PL ORCIv A T 1 C1 s r ' ,.n. .., . ., ; =±J Lr. :,. s'. , .n , r( PROPOSED S ED QUARTER TE RC CIRCLE IRRIGATION HEADi u FOR IRRIGATION 0 PROPOSED ADJUSTAB y LE. � ,"I' _ 1If Om CIRCLE IRRIGATION ION H EAD d y \ . 3 v f FLR. EL. 29.0 \ I � i 2 3 J Y"I Walt It Whitman Road, Melville, New York y � T / 6 c,' "T T 0 5 3 11747 T ' 4 s \ � ✓ —../ I I LIMITS OF RAIN . I ' r '{1 -•J '• i » +r�w.w�.:.. .�+•--; r �� r , E IRRIGATION DETAILS ON SEPARATE Phone 631 300 1010 0 E TY LINETY GARDEN RETSTORMW-AT E�R _ sI ;� - 26 1 R — x; I II I . II1 SHEET)T) owner/developer: � CONIFER REALM LL CENTION AREA PROPOSED PRIVATE WELL 83 E. Main Street,Su i te 600, `TRANS—0 NRochester, New York 14604 RAIN (FOR IRRIGATION ONLY) TOE OF SWALE FORMER Lu AFA GBI /ADENPAD � MWSite/Civil Consultant ION AREA'ERrO ATE T RTE ,, ,_,, �, . � I TYPICAL SIZE OF IRRIGATION HEADS SVV 7 I I, PROPOSED —30 FEET l RADIUS I i / �\ ; . / I N L D �J IRRIGATION N H IR R I 3 ! ZONE 3 \. I I N CLEAN ASSOCIATES, P.C. / . L IC M SSOCIA :,.. .\ ' LIMITS OF \ I I PROPOSED 10 FEET RADIUS LONG ISLAND, NY y i / I R 437 SOUTH COUNT RY RD., BROOKHAVEN, NEW YORK 11719 IO—SWA Tel 631 286 8668STORM ATER RETENTION AREA LIMITS O . .., may . 100 WETLAND O ZONE 3 \ GARDEN / \ \ �'/ BUFFER LIMITS STORMWATER j ZONE 2 \I....; .. � \ RETENTION AREA �� J / \ ZONE 2 (WEST FRONT LAWN A VINEYARD VIEW n 100' wETLAt ARE ) BUFFER LI ITS N �--- \ �--' \ \ •� NORTH ROAD \ �. _.� ZONE 2 ' TOWN OF SOUTHOLD, N.Y. 11939 I - j ZONE 3 (DRIP IRRIGATION / I _ AT ALL PLANTING BEDS o. ,/ AREAS `'/ %, „.,r%//,�"•-� � .,,.,:'� OO I �, \ L ._ ._ AROUND PARKING _ 3 AND AT BUILDINGS) , .: —T o \ / I, (SEE IRRIGATION PLAN SHEET LS2 FOR .. SQUARE 11vi/7 �„_ 3 0 1 I a / o� / J , / r / FOOT AREAS) C), O / �. / / / / / \ \..., I BU�FEREL LIMITS IRRIGATION PLAN NOTES: conifer*” - REAL ESTATE OFYEIOPMEN i.CONSTRUCTION d MANAGEMENT 1 SEE LANDSCAPE PLANS _SHEETS II / 2005 FRESHWATER LS1 , LS 1 A, LS 1 B, LS 1 C & WETLANDS BY C.W. \ LS1-D FOR PLANTINGS. seal (10 BOWMAN, LAND USE Esi„ _ (NAGE & GRADING PLANS — NEW), z \ / AFFIRMED BY NYSDEC I \ / 24 p 2. SEE DRAINAGE ��pF E./yQ I / / LETTER 6/20/2018 / SHEETS D1 , D1 —A, D1 —B, D1 —C & �,`Q \ \ 3. SOIL MOISTURE SENSORS WILL BE USED WITH THE IRRIGATION SYSTEM _jf TO WATER ONLY WHEN NECESSARY 56 DURING TIMES O C5 F LOW SOIL I II I p0 MOISTURE. 4. NO MORE THAN 1 000 GALLONS PER �p% DAY SHALL BE USED FOR IRRIGATION. issued date e crl tion 5. THE USE OF NATIVE, 1 7-19-18 2005 WETLANDS DELINEATION / LU DROUGHT—TOLERANT PLANTS AND 2 10-1-18 STREET TREES, RAIN GARDENS / \ � &PARKING AREAS z DRIP IRRIGATION IN LANDSCAPING IS 3 12-7-18 ADDRESSED 10-2-2018 o \ l J REQUIRED. 4 12-18-18 D 12-17-2018 COMMENTS 6. A SEPARATE WELL(S) SHALL BE USED 5 1-3-19 COMMENADDRESSED TOWN COMMENTS LL r l l FOR ALL IRRIGATION TO REDUCE THE USE OF WATER FROM THE SUFFOLK o [1 ' I I / / ( / COUNTY WATER AUTHORITY'S SYSTEM. o F I / �\ \ / I / issued date description 3 v U I 21 \ � \ \ \ , \ , / / / / / title \ \ WEST) PROPERTY LINE (TMP -)/ LL_ IRRIGATION 0 PLAN 0 40 80 drawn by: LMY PLANKEY \ \ \ \ \ _ Feet CFD checked by: \ \ \ \ \ \ I SCALE: 1 =20' scale: AS NOTED W \ \ \ \ I I / L2-g E � LS2-^ \ / project number: 17106.000 r0 \ `� \ \ ` 1 / ' sheet number \ \ \ / / RECEIVED — - THE EDUCATION LAW OF THE STATE OF NEW YORK I u \ \ \ \ \ \ \ , '' JAN 2 5 2019 PROHIBITS ANY PERSON FROM ALTERING ANYTHING 0) / \ SPECIFICATIONS THE DRAWINGS AND/ORSI THE ACCOMPANYING I—S_6­6_tfibld SUCH ALTERATIONS ARE MADE, THE PROFETS UNDER THE DSSONALN LSC INEER, WHERE ON00 , Town ENGINEER E MUST SIGN,PROFESSIONALNSED SEAL, DATE GAND DESCRIBE \ \ o � O LS2 -�� \ \ \ Planning Board THE FULL EXTENT OF THE ALTERATION ON THE 04 r LS2-Cj / \ ) \ \ A / (NYS DRAWING ED. LAW SECTION 7209E SPECIFICATION /. , : r GAR DEN i; %i A n�AA\Ar T l-Q d' r G f9 e f• r %. /•,. TOE OF MATCHLINE -A A ... .......... SWALE cy, / o' i i i I / T' T �i `f , o-, S A , r„ a 1 A y:9r' n; „ A 4 T T T K j„ n ter, 57 L ;a IIF .t.�• BLDG. 7, T ED .,, ., ,...... a . I 1 F� (► �•O / 1300•W alt Whitman Road Melville, York01 11747 IN. FLR. Phone 631 300 1010 r t9 L > I r, / ,. owner/developer: j 23.2 — F 9• CONIFER R EAL r Y LLC IRRIGATION PLAN NOTES: • � �:., �' s� s `'" "" g" s / 83 E. Main Street, Suite 600, Rochester, New York 14604 '� %; • ' °- '% o / 1 . SEE LANDSCAPE PLANS — SHEETS ' LS 1 , LS 1 —A, LS 1 — B, LS 1 C & Site/Civil Consultant 100' WETLAND A ' 0 LS 1 —D FOR PLANTINGS. / r B LIMITS BUFFER I E L / Ny . , 2. SEE DRAINAGE & GRADIN — ;,, G PLANS ( ,:���:. � SHEETS D1 , Dl —A, D1 —B, D 1 —C & D1 —D. n BLDG. 5 (TYPE A) � � �� � � , 3. SOIL MOISTURE SENSORS WILL BE ' ZONE 3 0 USED WITH THE IRRIGATION SYSTEM, FIN. FLR. EL. 25.15 i. / TO WATER ONLY < g WHEN NECESSARY y. L K. Mc LEAN ASSOCIATES, P.C. s / DURING TIMES OF LOW SOIL E LONG ISLAND, NY MOISTURE. 437 SOUTH COUNTRY RD., N, NEW YORK MORE 4. NO THAN 1 000 GALLONS PER K 11719 Tel t 631.286 8668 DAY SHALL BE USED FOR IRRIGATION. S \ . ` TOE OF 5. THE USE OF NATIVE SWALE \ i f \ T T T DROUGHT—TOLERANT PLANTS AND , : ' : RAN a \ i \ ;I�4RMIDRIP IRRIGATION IN LANDSCAPING IS r �. - PA D' REQUIRED. 'd r VINEYARD VIEW 24 ; DUMI� TEI ' ; s 6. A SEPARATE W _ _ '�� ; _ - ._._. — — ._.. ELLS) SHALL BE USED , ... � , LINK`;:;; — NORTH ROAD <, \ y 1 ENOL::'., FOR ALL IRRIGATION TO REDUCE THE WITH TOWN OF SOUTHOLD, N.Y. 11939 ` GA / USE OF WATER FROM THE SUFFOLK RAIN'GARb N` / AR' 'M COUNTY WATER AUTHORITY'S SYSTEM. DEN A _ ,� � S F :�,�.� ��s _ / STORM \ � J;r `,,. 5 AI. ARy-PL: N o INgTE f �; -:� „ ., � RET ` � .. -„wy�„�:� ;',:y;,a.� > ;:,x EIV t .' . 1 R T ON q E ` ; 4 m �,� ��� 10o WETLAND ;� �'� :�: A BUFFER LIMITS 2005 FRESHWATER �� DS BY C.W. 2 �” WETLANDS ✓ _ \ \ PH BO USE ESI, F/ -"I'1711"U'r T I�17 ::. 44 BOWMAN, LAND U � AFFIRMED BY NYSDE -- wr ' / \ LETTER 6/20/2018 \ 3 e�' 0. V. coref e LIMITS OF RAIN `— . — REAL ESTATE DEVELOPMENY,CONSTRUCTION a MANAGEMENT / o ZONE 3 ��� GARDEN _ STORMWATER RA./ o \ \ / RETENTION AREA / `� � � R ” r� 24 0 GAR �a ST N./ r seal `' U 100' WETLAND \ pRMWgTt �,r ��P'U .,, �7✓� �/ \ \ / / BUFFER LIMITS �TEN7_1ON R 3 \\S W9 O / \ \\ y r 1 \ r CI 00 / i / \ a m B o / / \ W, issued date r / 2005 FRESHWATER description LSI .__I / WETLANDS BY C.W. �\C 1 7-19-18 2005 WETLANDS DELINEATION o �' / BOWMAN, LAND USE ESI„ \ _ Ov7 2 12-7-18 ADDRESSED 10-2-2018 Z / AFFIRMED BY NYSDEC 3 12-18-18 ADCODRMMENTESSEDS 12-17-2 \ 018 LL_ r , l / / LETTER 6/20/2018 4 1-3-19 ADDRESSED TOWN COMMENTS 0 LIMITS OF RAIN r` / / \ GARDEN / STORMWATER \RETENTION AREA issued date description o � / / / / 780. C) i I / / \ title (SOUTH ) / IRRIGATION 18.0 / PLAN PLAN KEY 0 40 80 __ � \ \ \ \ '' \ \ Feet drawn by: LMY PROPERTY LINE (TYP.) \ / / i �` \ \ — — SCALE: 1" =201 checked by: CFD LS2-A LS2-B N o _ _ / \ - r- 22 / \ scale: AS NOTED CN 0 18 // _ \ 6� CL i 00 V \ \ project number: 17106.000 w - \ \ \ \ / RECEIVED sheet number (D JAN 2 5 PROHIBITS DRAWINGSAND/ORRRTHEOM AACCOMPANYING ING ING NN C) _\ \ \ /i / I_ n THE EDUCATION LAW OF THE STATE OF NEW YORK vi N O LS2–C LS2–D \ I S �. — �- / I 219 SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION C I _ OF A LICENSED PROFESSIONAL ENGINEER, WHERE 4, s / / — Sruthola Town SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL 1 Planning ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE LS2-D .. ng Board THE FULL EXTENT OF THE ALTERATION ON THE 0_ DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) IRRIGATION PUMP DETAIL NOTES 18-24 COILED WIRE 1 . THE WELL( S) SHALL INCLUDE A METER ury R . 1-1/4" DIAM. WELL CAP Y{ BLACK POLYPIPE WATERPROOF CONNECTORS (2) TO MONITOR THE USE OF WATER FOR NSF 100 PSI ELECTRIC TO WELL PUMP r :: GRADE TO BE SLOPED AWAY FROM WELL IRRIGATION . A REPORT OF THE OEM: 1—J"o REMOTE CONTROL VALVE MODEL NUMBER OF GALLONS OF WATER DISCHARGE ICV—XXXG ACCU —SYNC—ADJ WATER TABLE 't below rad _ PIPE USED EACH MONTH FOR IRRIGATION PITLESS� CLAY / SAND 1300 Walt Whitman Road, Melville, New York ADAPTER FINISH GRADE MUST BE SENT ANNUALLY TO THE Phone 631 3001010 4" DIA. PVC WELL PLANNING BOARD . CASINGowner/developer: CHECK STANDARD VALVE BOX CONIFER REALY LLC VALVE Q , 2. THE PUMP F 0 R THE WELL( S) SHALL 83 E. Main Street,Suite 600, N 0 T CREATE NOISE THAT MEASURES Rochester, New York 14604 40' 60' +/- MORE THAN 50DB AT THE NEAREST GRAVEL PACK SCH 80 T.O. E. NIPPLE Site/Civil Consultant MORRIE GRAVEL RESIDENTIAL STRUCTURE. MAIN LINE PIPE & FITTINGS 3" DIA. X 20' 304 STAINLESS STEEL SCREEN 3. THE PUMP F O R THE WELL( S) SHALL SUBMERSIBLE PUMP MODEL# NOT CREATE NOISE THAT MEASURES 7GS05R AS MANUFACTURED BY BRICK SUPPORTS (4) GOULD WATER TECHNOLOGY OR MORE THAN 5 0 D B AT THE NEAREST APPROVED EQUAL. �� L K. McLEAN ASSOCIATES, P.C. 1°, 3/4 MINUS WASHED GRAVEL LONG ISLAND, NY COUNTRY RD., RESIDENTIAL STRUCTURE. 437 SOUTH BROOKHAVEN, NEIN YORK 11719 Tel: 631.286.8668 PROPOSED WELL DETAIL PVC SLIP UNIONS N.T.S. MxmftV IRRIGATION DETAIL VINEYARD VIEW NORTH ROAD TOWN OF SOUTHOLD, N.Y. 11939 1 . 82 PROPOSED VALVE BOX MODEL# VB—STD AS MANUFACTURED BY c o nf e RAIN BIRD OR APPROVED EQUAL. I 5.. . REAL ESTATE DEVELOPMENT,CONSTRUCTION d MANAGEMENT 1 . 08 TO PROPOSED ► FROM WATER SERVICE IRRIGATION seal SYSTEM — — — — 1 . 38 � �,,,tG, ✓ o PROPOSED 1"0 100 PSI NSF 3 PROPOSED 1"0 � , 4t v POLYETHYLENE PIPE 5G3`�s } 100 01 0. 40 POLYETHYLENE �� 'r1` r 1 � S� PROPOSED DOUBLE CHECK VALVE 0. 45 o PIPE MODEL #LF007 QT AS c MANUFACTURED BY WATTS OR ° APPROVED EQUAL issued date description 0 1 12-7-18 ADDRESSED 10-2-2018 rn COMMENTS 2 1-3-19 ADDRESSED 12-21-2018 TYPICAL DOUBLE CHECK VALVE DETAIL COMMENTS U LL N.T.S. Li 0 I 0 0 0 cD o MP ROTATOR issued date description � W rn 10" MIN. CLEARANCE vFINISH GRADE FOR DOOR OPENING 0 U ao � U / ff ® HUNTER PRO—C CONTROLLER c MODEL PROS-04—PRS40—CV 77 o title PG°30�6 IZ IRRIGATION 0) SCH 80 NIPPLE / CONTROL WIRE IN ELECTRICAL D ETAI LS CONDUIT AS PER NEC CODE rn °c PVC STREET ELLS (3) 0 LATERAL TEE OR ELL _1 v 0- ELECTRICAL SUPPLY CONDUIT. drawn b D LATERAL PIPE y >1 J CONNECT INSIDE PC°ONTROLOLER. checked by: CFD v a scale: AS NOTED 0 E project number: 17106.000 a PRO — C CONTROLLER DETAIL o REI`/ED sheet number SPRAY HEAD Wz MP ROTATOR N.T.S. O THE EDUCATION LAW OF THE STATE OF NEW YORK SPRINKLER IN THE DRAWINGS AND/OR THE ACCOMPANYING N JAN 2 2019 PROHIBITS ANY PERSON FROM ALTERING ANYTHING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION LS2-E o SOUL o3Town OF A LICENSED PROFESSIONAL ENGINEER, WHERE N.T.S. SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL prj 0o Planning Board ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE 04 THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION C v / C (NYS ED. LAW SECTION 7209-2 0_ LUMINAIRE SCHEDULE LABEL/TYPE SYMBOL QTY ARRANGEMENT DESCRIPTION ; ..,. A Q,•. 34 DECORATIVE ANP LIGHTING, MODEL# LA781-1-PO29LDF-D-T3-27K-PC-PA56611-CM (14' HEIGHT MAX.) B El 61 WALL MOUNTED PROGRESS LIGHTING MODEL P5722-81 W 9 WATT 2700K LED BULB C 5 LIGHT BOLLARD ANP LIGHTING, MODEL #BL6021-CL-MO24LD-D-T5W-27K-HSSC180-41 NOTE: COLOR TEMPERATURE SHALL BE NO MORE THAN 2700K FOR ALL LIGHTING FIXTURES iTE LIGHTING LUMEN TABLE PARKING LOT UNIFORMITY RATIOS FIXTURE FIXTURE LUMENS TOTAL LABEL AVG. MAX. MIN, MAX.jMIN.AVG.jM1N. PER TYPE COUNT FIXTURE LUMENS ." PARKING LOT 1 0.8 FC 2.9 FC 0.2 FC 14.5:1 4.0:1 LIGHT BOLLARD ass 4,44o PARKING LOT 2 0.9 FC 2.4 FC 0.4 FC 6.0:1 2.3:1 t DECORATIVE 34 2700 91,800 PARKING LOT 3 0.8 FC 2.8 FC 0.2 FC 14.0:1 4.0:1 LANTERN 61 1 800 48,800 TOTAL LUMENS: 145,040 PARKING LOT 4 10.8 FC 3.0 FC 0.2 FC 17.5:1 1 4.0:1 1300 Walt Whitman Road, Melville, New York 11747 ystl,♦ �}{�''� ' I :•..�•_ • f' ,= / Phone 631 300 1010 0.y (j6 1 2 � hhe 23°34 ao owner/developer: CONIFER REALY LLC / 83 E. Main Street,Suite 600, 4 Rochester, New York 14604 i ..,`�c�7,38/ �} +p,p ,. +D.a +a.o +oo +oo +o.o +sa +oo +°.° +o.o +00 +o.o +°° +oo +oD +a.o _ +°° +o o +°o +o.o +0.0 +o. +o o +o.o +°.° +o.o +o.o +o.a +o.o +o.D V,s +0.0 0.0 +0 0 t0.0 +0.0 +0 0 +D O +0.0 +0.0 t0.0 +0.0 -=_21 +0.0 0.0 +o.a +0.0 +o.o +D.o +o.o +o.o +o.o +o.a +o.D L� � � - �•- Site/Civil Consultant +o.o +a.o +D O +o.o �a.D +°0 +0.0 +0.0 +0 D I' +0.0/' /.a•-+0.0 +D.O t0 0 ,'+Q:Q :+o.D.� 10.0 +O.ai DO �t��t+o pl/('+o o\ �I+o.p +o.o r11 �o o, "+o.°,: to.o. +.qtr,.�� +o.o +o o +o.o +o.o +o o +00 +00 +0.0 X10 q +a.o + .+o° .too'..+o.o, mos -+AA_'t0� ,+Du _.� +00 +D.O +0 0 +0.0 \ ' a i 1 i +0.0 +0.-,.; 0.o -0 i+D d +p.a I i+o.o +o.o o .'to.0 +°.° +0 0 +D.a +00 0. o +o.a +o.o +00 +o.o % I 1 +0 d d o 1 +0 q +0 o +0 0 0._+o,q:✓0.0 +0.0 +0.° +0.0 +0.0 +o.D +0. +0.0 +0.0 +0.0 +0.0 +0.0 }; +. 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'--68U +0.7 +0.0 +0.0 +0.0 `,•L� , I 10.0LO i-0,0 +0.0 +0.0 +0.1 +0.3 +0.8 11,8 +2.3 +1.8 +1.2 1.3 +1.8 2.2 t14 +08 109 +16 +1.7 t1.4 •0.7 t0 10.0 +0.0 +00 + +0.5 02 +0.0 t0.0 10.0 t00 .0 +0.0 +00 100 +OP +02 +05 11.4 t3. + 7 +1.8 \ / I } ' 0.1 +24 +1. +18 11.0 11.1 t2. 2.2 0.7 t0.3 +01 10.0 +0.0 /.T1, ''r' W� # +0 1 t[{0 •I'0.0 +0.0 +0.0 +0.1 +0.3 +0.8 +2.3 ,/ / ,/, +0.4 t.1 10.0 +00 10.0 r'�// ,,,:,; /�i. to 0 .0 +0.0 +0.0 +0.0 100 +01 +0.9 +0.9 t2.0 +.0 +,.4 14 t.1 2. -° --1 t0.0 +0.0 r�i �✓/,� r I t.7 +1.0 +1. +1.5 0. 103 0, 0.0 ,, r t +0.0 + 0 -+0,0 to.0 10.0 t0.0 +0., +0.1 tD.b 0 +0.0 +0.0 10.0 10.0 I 05 +02 +0.1 100 +0.0 +0 .D +0.0 10.0 +a,0 +0.0 10.0 t0.1 +0.1 t0.2 +.4 +1.2 17 100 +0.0 +00 +0.0 +0.0 +0.0 +0.0 - / o. to,s + +0.0 +00 +0.0 o +00 +aD +00 +at +o, +0.1 +0.1 +01 +07 +2 +24 BLDG.2(TYPEB) +0.0 +0.0 +0.0 +0.0 +0.0 +DO +0.0 +0.0 +o.o ♦ � x7/%Gi.,,fl,,;,euzd. »; ai��'; iLs,;,,,,,,a:;,,,,,,;i +a.0 + o" � , +o.s , +o.o +o.o +a o +o.o +o.o ♦ +c� +o.o +0.0 +0.1 +0.2 +02 +0z +o.t +01 +0.1 +.3 +1.3 0 22 FIN.FLR.EL.=23.25' +D.O +o.o +os +00 +0.0 +00 +so +o.o +oo +o.a +oo +oo jj `` 103 +05 109 10.6 +0.2 t0.1 +01 10.7 t2 +1p 0, tO.D +0.2 .0 10.0 +0.0 +0.0 +0.0 +0.0 10.0 ti }0.0 `+o + t +00 +00 +00 +Do +0.0 +00 +0,0 +0.0 +0.0 +00 +00 +0.0 +0.0 +00 +oo +o.o +o.o ,+ }�. +1.4 12.0 +1.4 +0.3 10.1 0.3 11.3 +.8 t.8 0.5 OS +03 10.1 .1 t0.0 +9.0 +0.0 t0° �/, 0.1 t0.2 +0.3 +00 10.0 +0. 10.0 10.0 100 10.0 0. 10.4 +D.1 10.1 0.1 10.0 10.0 t0.0 100 t00 +D0 +0o too +00 t0.0 +00 +0.0 +00 +00 +o0 %-'�% %%9�,F•�.-. ,�-�' °i,.;° o ' ;w +0.4 +06 +1.1 +0.4 +1.4 +0.4 + 1 +0.6 t1. +1.7 t1 0 +0 ✓> + 3 +0.0 +0.0 +0.0 +0.0 +�1 0.3 +0.8 10.6 +1.0 +1.9 +3.1 .6 +09 .2 +0.3 +a8 +.1 +1.6 +2.2 +1.0 +0.7 +0.2 +0.3 +0.2 +04 +02 +0.1 102 10.3 +0.0 +00 +0.0 +0.0 10.0 +0.0 +0.0 10.0 +0.0 t0.0 +0.0 +0.0 10.0 +0.0 10,0 +0.0 ¢. \ k +72 t1.3 +15 11.9 12.5 11.4 t0.5 10.2 104 +0 10.3 +D1 +01 +0.2 +0.5 +05 + +00 +00 +0.0 +0.0 100 +00 +0.0 +00 10.0 10.0 t0.0 10.0 100 +0.0 .0 0.0 +0.0 10.0 10.0 +0.0 - E+0.1 �+ 2. 6 .� \ [t+0.4 +12 12.1 +1.7 ti.8 t1.6 11.8 +09 104 10.3 108 + 7 t3 +30 116 •+05 t0. +0.7 +.1 +0. •+1.1 +0.6 +0, +0.5 t0. t0.5 t0. �+0.1 +0.0 10.0 +0.0 +0.0 10.0 +0.0 10.0 10.0 +0.1 +0.1 t0. .D �.�.%'P0.0•"1D0 10.0 10.0 10.0 +0.0 10.0 t0.0 ♦♦ +0.0`+.i .8 t2. +3.2 t2.° t1.3 +12 11.2 t0.e 10.5 t0.5 +° +2.3 +3.5 +2.2 +0.7 +° °+0.2 +0.1 +01 +1 • 2. 10.2 +0.3 +0.9® 0.8 10.3 +0.2 .2 +0.7 t0.0 +9.0 t0.0 10.0 +00 t0.° t 1 t0, 10.1 t0 �+4k1,',� +0:0.�:•.,+`Q. 10.0 10.0 100 +0.0 100 10.0 \ conifer" ((( +29 +1.4 110 +1.1 +12 tLD +0.7 +07 +.1 11.7 +1.1 +0.6 10.5 +0.5 10.1 +0.1t3. +2.7 102 +0.4 t1.0 B +0.9 t0.3 10.2 t0.1 +0.0 10.0 t00 t00 t02 102 102 +O7 +0.1 0 ..;1`.0 0+0+0 + +00+o+o.O+D+O,D+O.a 00+0,0 0010.0{gyp° t°3 + 5 104 °. °D 10.0 +0.0 10.2 t0.4 r+� 10.3 +0.1 +0. .. 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I BLDG. TYPE A +0.0 0.0 +D.o +0.° +0.0 +DO +0.0 +00 seal '`��• "+~Yp )' 1 +o (+°.o +°0 DO +0 0 +0 0 +°o +0.1 +0 3 +0 3 +°z + 2 +0 3 o 3(TYPE B) ( ) ,9 +2A +o s +0 7 +2.z + ♦ �jj ° ' �x ���•� [4, 2.0 +0.9 +03 +04 t,.4 a FIN.FLR. +0.0 +Do +Oa +a0 +D.O +a0 +0.0 +0.0 ♦ �, File: P: \17106.000 (Greenport Property Update Wetlanfdil3e:) !c 1111�11Q6e91Q®e�( TeeFii s`�Fi�Ia jr�,p16.� f a�tdeiL' � �fult II Irsl-9T Fflp. otographs\Bolla ' +0 mor t0.1 +0.1 +0.0 +0.0 t0.0 10.1 10.2 +0.3 .4 +0.3 +0.8 10.9 +0.3 +O.T + e t0.8 +0.2 t0 +0 t 3 FIN.FLR. 2 tL3 10.5 10.2 t0.e .6 EL.= 15 +2.2 +12 +03 +09 + d EL= BLDG.6(TYPE D) p,p +o. Tr+q +p.0 +0.0 +0.0 +00 +00 +0° +00 \ � 17'1 I +0 +03 +03 +01 10.1 +O t +0.0 +0.2 +0.4 +0.5 +04 +0.4 6 ti., +1.8 +0.4 .3 +0.4 t02 10.5 +i,e•+.0 +.4 23_25' 16 +1.4 +0.4 +0.4 +1.3 +. 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TOS FI 9�, +0.2 +0.7 +2. +1 4 +0.7 +0.5 + 8 +1.3 +1.4 I t7.3 1.3 +1.3 +1.1 '+.6 10.5 +0 + t7.0 +72 17.3 .4 7.8 +0. 10.7 2. +'�'30 .5' +0.0 +0.0 +0.0 +0.0 +0.0 WALL POST MODEL LL +o,p. +off +00 +D.a +a.o +00 +00 +0 I 'i ♦♦ Q t00 00 +0.0 +D.D 100 +0.0 10.0 +0.1 4 2 + _ +1.3) -}0.7 10,5 +0. +1.3 +2.4 +43 +7.7 t 9 +23 +1.8 09 104 -- _ / DB4F74.188-CC51502-41 AS 4- - A MM M U '`l _ +0.0 0.0 +D.° t0.0 +00 /„� ----//// ` MANUFACTURED BY ANP LIGHTING E''&' .7 OY'r t0.f,�'�^0.5 0,7 +0"< i +0.8 2.3 .e +0.6 +'0.1 +0.2..�0 +0.9 + 9 +. +0.9 +°8 3 1 +0.4 +1.0 4 $LDG.7(TYPE D) OR APPROVED EQUAL. +6;h' + D +a D +o.o +os +o.o +o.o +oa 10 0 o.o+°. o 0 0.0+0.0 0°+o,o o.0+a.o - - 1 +2. 17 FIN.FLR. 1 1 7-19-18 2005 WETLANDS DELINEATION li 10.1 ".+o q '+D'1:'','+a2"�0, \ 11 3 +, t2 a 11.5 + -_ - 0 ( i a1` "k0.1 +0 3 I. t0.e +, +13 +t 0 +i.t +z. 1.9 +L PARKING LOT 4 EL. t0.0 '' 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.2 � ""�.-�- --- _ -�• .�2..- .+0,1. +0.2'�; ,-h0 +1.7 +.5 +1.7 +1.1 +0.6 +1.8 + +10 +.3 t0.5 t1.4 1.3 .7 0 + , 1qb' +'o.o';'+00: +D.f." 0.2 2 � '' 11P-�t9'''F 23_25' `♦ 4 12718 ADDRESSED 10-2-2018 TOWN Q p�}f-.0 10.0 +0.0 t0 D +00 +00 0.6_` �N, . . 1.2 +DA +0.2 +0.7 +1. n +0.0 0 +o o +o o +0.0 +d '`.x+0.0 ":+O.d�l•F +at +0.1 +01 +02 + s o. a7 +06 +oA +at X0.4 +o.) +.o:Z''..+1., +z 10.0 0.0 t0.0 10.0 +00 +0a +0.0 +0.0 0.2 00 10.0 q.0 P + +O.e +02 +0.3 +1.0 1.1 3 10.0 +0.0 t0.0 10.0 +0.0 COMMENTS 0` 4�0 +'0 t0.a +00 +00 +0.0 100 00 +0.0 Oo""•'.+0:0 +0.0��'�0 +0.0 +0.0 +0.0 +0.0 + 0.1 +0.1 +0.1 +0.1 +0.1 + +0.1 +0.0 10.0 \\Q.0 '�'F'0.0 .;.710: t7.6 0.3 4.5 ` 01,E .+0.6 10.3 +0.2 +O6 +1. 5 +00 0 +0.0 +00 +0.0 O �y � 10.0 t00 +00 t0.0 +0.0 +0.0 +°o n��`+uo' �� 0.0 +0.0 +0.0 10.0 0.0 t00 +0.1 +0.0 10.0 10.0 t0.0 t0.1 0 +0.0 t0. '�`+D.O'`tQ.1 10.4 tt.e ° ♦ PROPOSED 2 PIECE to.0 +�0 10.0 T:. ' I .. + 104 10.2 10.3 tt.2 2. +0.0 10.0 10.0 +0.0 10.0 , . / ♦ DECORATIVE WRAP AROUND - ` INC BY ANP LIGHTING, 5 12-13-18 ADDRESSED TOWN COMMENTS O Cr1 # Ogg °° +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. �,; WOE .0 70.0 t0.0 10.0 +0.0 +0.0 t0.0 +0.0 10.0 10.0 +0 0 10.0 +0.0 t°0 +0. +0.0 t .,\-+0 D 0 t°3 11 +0.5 +0.3 +0.2 +013 t2 31 0.0 .0 +0.0 t0.0 +00 V , ' # D +D.o +o.o +o.o +oo +o.o +0.0 +o.o +o.o +a +0.0 +°.° +°.° D +0.0 +so +0.0 +0.0 +0.0 +a.0 +0.0 +o.o +o.o +0.0 +0.0 +0.0 +0.0 +0.0 + \.\:+aol: +0.1 +o.z BLDG.5(TYPEA) +0.0 +0.0 +0.0 +D.D +00 6 12-14-18 UPDATED WALL MOUNTED FIXTURE +0.0; f'ra \: .1" +. +os +02 +0.9 +1.2 4 i V +oo + +o.° +o.o +°.o +°o +°° +ao +o.o +oo +o.o +o.0 00 + 0> .to +°.t +o FIN.FLR.EL.=25.15' s o.o +o.o +D.D +a.o +o.o +o.o +D.a +o.o +o.o +D.o +0.0 0 +oo +o.o +%, \ NO ILLUMINATION WILL ° 0.:\+.0 +o.t +D.9 +0.5 +0.2 +0.8 +2. +1.5 +0.6 +o��.,+o.t +0.1 +o +00 +00 +0.0 +o.o i (ti \ EXIST IN BETWEEN +D.Q �.d +0.0 .+0.° +D.o +O.D +00 +pD +o.o +a0 +OD 00 +00 +D° +°a +°.D��y+Oa'.. 7..0 +D.° +D° +00 +°.0 +0.0 +a0 +0.0 +D° +00 +Do +a.0 +. +1.0 +0.3 +0.3 +1., 2. +,.6 +0.3 `�+1YI3 +D.T +D., ., +D.D +aa +aD \ issued date description ( +.° s.o +o.o +0.0 +0.0 +o.o +D.O +oo +o.o o +o.o +oo +o.o +00 +00 Q+00 +00 +00 +00 +o.o +oo +o.o +o.o +o.o +0.0 +o.s +o.o +o.o +o.o +. 00,\'� 0.1 +o.z EXTENT OF ' ox +z.o +a.7 +oz +os +1. +,.e +oe +o.s +0.5 +03 +01 +0.0 +0.0 +0.0 +0.0 PHOTOMETRIC ANALYSIS ` PROPOSED a•DIA x 12 HEIGHT C pl +0 0. t0.a 0 100 ta.0 +0a +00 .0 +0,0 +0.0 +0.0 10.0 +0.0 X0.0 t0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +04 +0.0 +0 NO,. +0.1 ♦♦ 2•MIN-24•MAX PLASTIC SPLICE BOX INSTALLED 4• 7 12-18-18 ADDRESSED 12-17-2018 TOWN 6 +o.o +o.o +a.o +a.0 +o.o + ?Q:, +0.1 +o.D +0.4 +0.2 +1.7 7 +1.4 +0.3 +D.z +06 1. +1.0 +0.9 +11 +o6 +02 +0. +0.0 +0.0 +0.0 +0.0 AND PROPERTY LINE ,� BELOW GRADE ONE PER POLE 3 0.0 +o0 00 +o.o +oo +D.o +0 00 +00 +o.o +0.0 +o.o +o.o `'"o.o +oo +0.0 +o.o +o.o +0.0 +o.o +oD __ +04 +ze +oe +0z�+o.a +0 3 +D.s +o.t +.a +o.o +D.D +o.o +o.o COMMENTS +00 +00 +0.0 +0.0 +00 + �+'0 �� ��_t-_EJB I�1I (TYPICAL) eI ' t 0 +0 D.0 +0.0 +00 +0,0 +D.O +0.0 +0.0 +0.0 +0,0 +0.0 +0.0 t0.0 10.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 10.0 +0.0 100 +0.0 o D'.",+0.0•. +d o""'+0.t��• ,s 26 +03 +0.2 10.5 + +1.8 +29 +2.00 +0.3 +0.0 +0.0 +0.0 +0,0 100 100 \' PROPOSED�8 AWG CABLE Q jl \'� IN CONDUIT S 0.0 0 0 +0 0 +0.0 +0.0 +0.0 +0.0 +0 0 +D.O +0 o +0.0 +0 0 +0.0 +0.0 +0.0 t0.0 +0 0 10.0 t0° I, A.' ♦♦ \\ -1� +00 +OD t00 10.0 +00 t0.0 +0.0 '1+00'.t0 d"•, +0.0 •+;0.6� +1 t.9❑ +0. 02 +0.8 1.3 +2.8 .,ter 1.6 ti.5 TT7I +0.4 10.1 10.0 +0.0 +0.0 +0.0 +00 +0.0 \ \ BUSSMAN 10A KTK FUSES AND#6 + t D +0.0. +0.0 10.0 +0.a +0.0 +0.0 t0.0 10,0 +0.0 t0.0 +0.0 4.0.0 +0.0 10.0 +O.D t0.0 ) : t1. +�0 t0.0 t0.0 +0. t00 100 +00 +00 100 \ AWG �� V +0.0 +0.0 10.0 +0.0 +0.0 +0, t 8')+ +0.0�•.:+-0.b,i•+a.1. t+\7, t1 t1 0.3 1 'tR1t� I F.. +0.0 100 +0.0 10.0 +0.0 +0.0 +00 +0.0 +0.0 +D.O +0.0 +0.0 10.0 +00 +00 .3 +0.7 +tA tit +0.3 +0.0 10.0 +0.0 0 +0.a +0.0 +0.0 +0.0 +0.0 \ `` � J.---�r8 AWG.CABLE INTO POLE I +00 +o.o +o.o +o.o +0.0 + 41 0 - 4-a0 ibo.. .+b:, ;>~o. °. �- +' E L.to. .0 +O.D 10.0 +00 10.0 +0.0 +0.0 +0.0 +0.0 +0.0 t00 100 10.0 100 1 .{'.pp-.yam, +0.4 +o.e +0.2 +D.1 +01 +O.x +0.5 +0.4 +0z +01 +D.o +0.0 +0.0 00 +0.0 +0.0 +o.o +o.o +o.o +a.D +D.D +0.0 +a.a +D.D a. ..,+a.q. •..+a:b:-. ,. ♦♦ FIXTURE "A" DECORATIVE POLE DETAIL " ° +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +00 +00 +00 +00 +0.0 +0.0 ^\ +0.0 +0.0 +0.0 +0.0 +0. 0, + +°1 10.1 10.1 +0.0 +0.0 +00 +00 +00 tO.D +0.0 +0.0 10.0 +0.0 °0 �\ U / �t +S i N.T.S. / 0. .0 +0.0* +00 +0.0 +0.0 +0.0 +0,0 +0.0 +00 +00 � / +0.0 +0.0 +0.0 t00 +0.0 0 +00 +0.0 +01 +D1 +02 +01 +00 +00 100 t0 0 +0.0 100 +00 +0.0 +0.0 +a. 10.0 +0.0 100 10.0 t0.0 10.0 ; (n Y o +a0 +00 +D0 +a.o +0.0 , +oo +oo +00 +oo +oo +Da +0.0 t0.0 +0.0 t0.0 t0.0. 10.0 t0.0 10.0 10.0 10.0 t0.0 t0.0 +0.0 100 to.0 t00 +0.0 +. +°.° +0.0 10.0 +/ „took '^•�,i tb +0.0 +00 +00 +00 +DO +DO +0o +0.0 +00 +os +00 +00 +00 +s.o +o.o +o.o +o.o +D.o D.o +o.o +. /,+q.a. '"+� .0 +o.s +o.s +0.0 +o.o +o.o +o.o +00 +0.0 +0.0 +00 +0.0 +00 +00 +0.0 +0.0 +00 +O.D +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +o.o o +o.o '�+6 b., +0.0 + 0 0 +o° +o° +a o +°o +o.o +o o / 77 Est € ,.\.,, .. ... ..�.., 3 100 +00 t00 10.0 10.0 +0.0 +0.0 +0.0 10.0 10.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 10.0 + \�•!'Q.0. +0.0 }�;0' +00 +0.0 +0.0 +0.0 10.0 0.0 10.0 +0.0 +0.0 +O.D +0.0 +0.0 +0.0 10.0 +0.0 +0.0 t0.0 t0.0 +0.0 +00 +0.0 +00 10.0 +0.0 +00 t0 t \ 0.0 `+q:d', `+Ob 0 +0.0 t0.0 t0.0 +0.0 +0.0 , j +00 10.0 +0.0 10.0 t0.0 +0.0 t0.0 10.0 10.0 10.0 +0.0 10.0 10.0 +D.O +0.0 10.0 +0 0 10.0 10.0 +0 a t0. AFD O':' '+0.0. \0 +0 0 +0.0 10.0 +00 10.0 ` # } •� 10.0 10.0 100 100 10.0 +00 +00 10.0 10.0 100 10.0 100 100 100 +00 10.0 +00 +0.0 +00 +0.0 +0.0 \+0.0::.'tp;0' `'�O,b"':. +0.0 t0.0 +a0 10.0 10.0 +0 0 +0 0 +0.0 +0.0 +0.0 .O +a:,ti,,: ''+0.0' ':+A 0 +D.O t0 0 +0.0 t0 0 +0.0 1 / " (� (� Y +0.0 +0.0 +0.p +0.p +p.o oo��'+oa j o +o.s +o.° +°o +o° / title I +o.o +D.D +o.o +o.o +DD o _,� +Do +00 +00 +s.a f1 �. LIGHTING PLAN & +0.0 +0.0 +0.0 +0.0 +o.0 +.o o. +0.0 +0.0 +0.0 +0.0 / ' NO ILLUMINATION WILL +o.o +0.0 +oa +D.D +o.o +a.o +00 +00 +0.0 +0.0 ' �3V , 2005 FRESHWATER / 0"'P EXIST IN BETWEEN +0.0 +D.O +0.0 +0.p +D.O +0.0 +0,0 +0.0 +0 0 +0.0 +0.0 +0 0 +0.0 +0.0 +0.0 WETLANDS BY C.W. EXTENT OF DETAILS PHOTOMETRIC ANALYSIS _ +o.o +op +o.o +o° +°.o +o.o +o.o BOWMAN, LAND USE ESI„ AND PROPERTY LINE -��� 1!r +0.0 +0.0 +0.0 +o.o +D.o +o.o I I II' AFFIRMED BY NYSDEC (TYPICAL) +Da +oo +os +Do +oo o i LETTER 6/20/2018 I,,- ', +0.0 +0.0 +00 ' f ° +o o +0.0 V , , \ +0.0 ° _ // Q ♦♦ �,I of LIGHT SHIELD drawn b : � _ y C i ♦ -�`'�--,..��__ '� 1-7 `_ /��2 8"ROUND checked by: CFD a O .............. .,,� 8 ROUND LED BOLLARD LIGHT MODEL _ _ EI�/E o -'"�•�-__ ° ' i° o #131-6021-CL-M024LD-D-T5W-27K-H, scale: AS NOTED N 22018, -`-_ JAN 5 2019 N o ' \�♦ 00 4/ _'"- = FINISHED GRADEFF6 project number: 17106.000 I v \ S6 �� Planning Board �- ♦� O 4,5 .'�, sheet number °' .. `���s� SITE PLAN ..___,�_______ 4THE O T , ' /� d ROHIBITSAANY PERSON ROMSALTERING ANYTHING OMPANYING O �/ (� ♦♦ f c� " ' I ` SPECIFICATIONIN THE IS, UNLESSNGS ITS UNDERR THE THEDIR CTION z \ �� SCALE: 1 =50 I11� OF A LICENSED PROFESSIONAL ENGINEER. WHERE LT (o 1 N O 0 50 100 1° TYPICAL LIGHT BOLLARD DETAIL ENGINEER MUST THE FULL SUCH T EXTENTS OFERATIONS THE ALTERATION ON DEE MADE, THE SCRIBE♦ (� Feet ' N.T.S. DRAWING AND/OR IN THE SPECIFICATION / i (NYS ED. LAW SECTION 7209-2) CONSTRUCT FULL DEPTH 7 . " - RIGHT TURN ARROW ASPHALT ENTRANCE MEET EXISTING ASPHALT :I',,. ADWAY PAVEMENT SECTION, STOP SIGN TIP-UP CURB 1. �> 96 LF CONCRETE CURB TYPE A (RO 47 LF (PROPOSED) RIGHT TURN ARROW SEE SURFACE SCHEDULE) ASPHALT TIP-UP CURB 24" STOP SIGN TEXT DATA TABLEI 11 11 MEET EXISTING CURB LIPAfS BAR LIPA16 SAWCUT E ISTING 43 LF CONCRETE SIZE OF SIGN COLOR OF TYPE OF DDD ' ASPH DULDER' ASPHALT CI. 0j cc, , ONCRETE P EMENT SIGN DESIGNATION DESCRIPTION TEXT MUTCD N0. - CURB TYPE A (L X H) BKGRND. LEGEND MOUNTING W w w w\ - - w w w w w w w w w Ex 1' �" ;::fi :S W w w 4. „s, G.M. .. / / S1 STOP SIGN Op " " NORTH ROAD C.R. 48 3o x3o R,-, RED WHITE S.P. TAND. ,�._ � TAY; «..� .... . ..... .. .. _ .�w, .n ,.. . .. ,_,. _. _ _.,,, .�.. .. .,.�,.,___.._..,.-., _ _ - . , . , ._ . 1300 Walt Whitman Road, Melville, New York 11747 EX. Phone 631 300 1 01 0 I - r 9 I F- FrV -DGE OF PAv s--- --�--- --- S2 PEDESTRIAN CROSSING SIGN 30"x30" W11-2 YELLOW BLACK G.M. owner/developer: ARROW O CROSSWALK ONLYW S.P. CONIFER REALY %, ;; Main Street,Suite 600, , ;,. „i, ® 24" 12" Wi 6 7P YELLOW BLACK 83 E _ — Rochester, New York 14604 % —.� i� _ . SEE DETAIL ON THIS SHEET . ' ISLE PARKING SIGN ( ) o ," S3 ACCESS " o Site Civil Consultant . I I`--' ' . . I . -/ Site/ I . . . . . . . .. . . .. . . .. . . "I , "", , 111,�__ , Civil�,-ALe ' 3; N 5 8 4 .0 NO I"ll �, r . R 011 , III I d "td k. < ,. " G.M. w, • V1 NO PARKING ANY TIME11 r« S4 PARKING " WHITE RED �_ 12 x18 R7-,D S.P. ) . __ , , . . / ,'I I ANY . . �: . ;,r., `� TIME . :, �„ . - ,. ., "�. . . ,.n, . . is �, �`;K '- ",,� %, . . . . fig . . . �' , % . . . . . . . . . . ' . . 11a; ';" 11 ice' .:', 11 :/ ' �.�r — _ L K. MCLEAN ASSOCIATES, P.C. ;. '.: �. 437 SOUTH COUNTRY RD., .T .�. . ,, I I LONG ISLAND, NY " r,, '-/",. 1 BROOKHAVEN, NEW YORK 11719 . � ,.� '< % � ,.,..,,y;,;',>r�tti, Tel: 631.286.8668 "VINEYARD VIEW" SIGN CONSTRUCT FULL DEPTH � � � � I 77 71 C�=! 711111111111 0 40 80 (SEE DETAILS) ASPHALT DRIVEWAYS: z ,_--i E71 i 777i (SITE PAVEMENT SECTION, SEE SURFACE SCHEDULE) SCALE: 1 =20 4~ (TYP.) .� VINEYARD VIEW I � 4~ (TYP.) 4~ MP.) NORTH ROAD S 23'3420„ E ' f ' � � DOUBLE LINE — FULL BARRIER TOWN OF SOUTHOLD, N.Y. 11939 a 75" ' R=4D~ 36 Y E LLO W J 124 N.T.S. ;, ::',, } I 4 2 3 I 11 12~ WHITE =0,.u ;'- ;, SOLID LINE E- ,' -! 12" { SIGNAGE FOR ACCESSIBLE PARKING GREEN BORDER (3/8'7 AND LETTERING (2" HEIGHT) �a 5.0' PROPOSED 2 REVEAL LANDING 0" ASPH. PAVEMENT PROPOSED 2"0 SCH. 40 POST WHITE BACKGROUND AND WITH 6"0 SONOTUBE, ENCASED 3/9" MARGIN DROP CURB I--s.o=-{ is CONC CURB WITH HYDRAULIC CEMENT TYP. 1a• o PROPOSED LAWN AREA i BLUE INTERNATIONAL L— WHEEL .0�.0' (TYP.) SYMBOL OF ACCESSIBILITY STOP (TYP.) ' • R � a 4" (TYP. 4" (TYP.}— .` ' rq OTE: SIGN HEIGHT SHALL BE SET BLUE , n TO MAKE IT CLEARLY VISIBLE PAVEMENT 12" (TYP) I ' TO ALL PEOPLE WITHIN THE MARKINGS 5 —0 211-021s• DRIVER'S SEAT OF ANY --4" (TYP.) VEHICLE 1 rB � 1300 Walt Whitman Road, Melville, New York y� 11747 12" Phone 631 3001010 3/8" GREEN BORDER 1 1/2" GREEN LETTERING owner/developer: 6" ACCESSIBL WHITE BACKGROUND AND CONIFER REALY LLC .�,'c C'' .I 3/8" MARGIN 83 E. Main Street,Suite 600, `J`, IC", ` �t i`,, F P,l� � Rochester, New York 14604 5'-0" 1 ON 12 (MAX.) 5'-0" SIGNAGE FOR ACCESSIBLE PARKING Site/Civil Consultant N.T.S. DROP <% ;?iwc .- TYPICAL ACCESSIBLE PARKING DETAIL CURBiF,.J I N.T.S. 2'x3' TACTILE DETECTABLE GENERAL NOTE: WARNING SURFACE FOR THE THE DIMENSIONS AND SLOPES PRESENTED M THE DETAILS ARE THE MINIMUM VISUALLY IMPAIRED (SAFE—STEP NECESSARY TO COMPLY WITH THE ADA AND DOT STANDARDS. ANY DEVIATION 0" REVEAL OR APPROVED EQUAL TILES) THESE ANDDAAER S M�BE DOCUMEUM OR NREATER TED ED WmiHTHETMSTANDARDS BEING SLOPE TO THE GREATEST EXTENT PRACTICABLE AND CONSISTENT WITH THE MOST CURRENT B i 2 M L K. McLEAN ASSOCIATES, P.C. t: 2 LONG ISLAND, NY 1: 2 LANDING LANDING LANDING '?','' S• Ii 10 ,r E I! I 437 SOUTH COUNTRY RD., ° °°° ° °° BROOKHAVEN. NEW YORK 11719 °° °°°°° Tel: 631.286.8668 DETECTABLE WARNING SURFACE PROPOSED 2"0 SCH. 40 RAIL (TYP.) FLusH, SMOOTH AS PER NYSDOT STANDARDS Ir 7 PROPOSED LAWN AREA 0 10 20 NOTES TRANSITION MID—BLOCK CROSSING CURB RAMP PROPOSED ADA HANDICAP 1. SEE GENERAL PLANS FOR TYPE AND LOCATION OF ACCESSIBLE CROSS WALK SIDEWALK RAMPS. 6" TYPICAL DIMENSIONING N.T.S. (TYP.) 2. WHEN CONCRETE, THE ENTIRE RAMP SURFACE SHALL BE TEXTURED TO VINEYARD VIEW PLAN VIEW SCALE: 1" =5' PRODUCE UNIFORM STRIATIONS 3/16" TO 1/4" WIDE, BY 1/4" DEEP N.T.S. ON 3/4" TO 1" CENTERS. THEY SHALL BE PERPENDICULAR TO THE NORTH ROAD CENTER LINE OF THE RAMP. THE CAPABILITY TO PRODUCE AN ACCEPTABLE TEXTURE SHALL BE DEMONSTRATED TO THE ENGINEER TOWN OF SOUTHOLD, N.Y. 11939 PRIOR TO INSTALLATION. SIDLWALK CURB RAMP DETAIL (CONCRETE) j'—o" , 7, N.T.S. CONC. RAMP CONC. ADA RAMP CONC. PAVT. LANDING ; . 3'—9 O.C. 7'—0 O.C. 7'—0 O.C. 7'—0 O.C. 2"0 SCH. 40 RAIL (TYP) ■ 77 PROPOSED GRADE 12 REAL ESTATE DEVELOPMENT,CONSTRUCTION a MANAGEMENT (SEE GRADING PLAN) _ 4" (TYP.) MEET PROPOSED 36" CONCRETE PAVEMENT 11 seal `�,0V P"Eta/y0 1 ON 12 ,ll�rD G. a a a 4 a a a �`� q%P v, EXPANSION ---- t,r v (TYP.) EXPANSION i'`_ t 3 JOINT 8" POST EMBEDMENT TVP. HAUNCH 6" CONCRETE '� I IN 6"0 SONOTUBE, ENCASED (BEYOND) (TYP.) JOINT n WITH HYDRAULIC CEMENT �r, ,i.6-t J ,.: ��, W '°�4FES ��� SECTION A-A N.T.S. issued date description 4- 0 1 12-7-18 ADDRESSED TOWN COMMENTS �I 6P-4" C 2"0 SCH. 40 RAIL �I (TVP) , LL 5,_0„ 0 I o PROP. LAWN AREA PROP. LAWN AREA 0 (0 2"0 SCH. 40 POST O (NP) 3 f 36" 8" POST EMBEDMENT (TYP.) issued date description 3"+ 4 , IN 6"0 SONOTUBE, ENCASED 12" WITH HYDRAULIC CEMENT 0 2 1 a 0 a 6" 6" FINISHED PROPOSED LAWN E 37r.K 41 "t FACE AREA c 6" CONCRETE 0 (TYP.) V) SECTION B-B HAUNCH DETAIL N.T.S. N.T.S. NOTES: . a> 2 j 1. CONCRETE 4000 PSI AT 28 DAYS. title ' co v ADA RAMP DETAILS TRAFFIC & 0 N.T.S. SIGNAGE PLAN v 1 v v Q_ drawn by: BRC v checked by: CFD a o ISE scale: AS NOTED I- E cL N JAN 2 5 2019 project number: 17106.000 N a- Southold Town O C Planning Board I L sheet number o) v THE EDUCATION LAW OF THE STATE OF NEW YORK — O PROHIBITS ANY PERSON FROM ALTERING ANYTHING O O IN THE DRAWINGS AND/OR THE ACCOMPANYING )JDLI N O SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION OF A LICENSED , WHERE p SUCH ALTERATIONS DIONAARE SMA EL THE ENGINEERPROFESSIONAL TS2 C14ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR SPECIFICATION 7 (NYS ED. LAW SECTION 7209 )T LEGEND: PROPERTY LINE w , PROJECT . T LOCATION ` PROPOSED CONCRETE CURB N,. CB 01 4 1i ` f'r' `11 Y,. PROPOSED TREE LINE PROPOSED SANITARY FORCE I a 20 BLACK , '' § Mr i � I� '� LOCUST __ MAIN (SEE SANITARY SHEETS) -- 34 20 WID PROPOSED SIGN SII � r nl,�� } PROPOSED DRAINAGE LEACHING POOL PROPOSED UNDERGROUND I ilu , -- ; Island s TELEPHONE (VERIZON) °2 r y PROPOSED CATCH BASIN �'.. PROPOSED DRAINAGE PIPE PROPOSED LIGHT POLE < : ..... 1300 Walt Whitman Road, Melville, New York ` —+ -- PROPOSED DOMESTIC WATER LINE 11747 Phone 631 300 1010 p PROPOSED FIRE SERVICE LINE z ! y =�� � NW LOCATION MAI- —*—*— PROPOSED TELEPHONE LINE owner/developer: N.T.S. —R PROPOSED GAS LINE 83 E. Main Street,Suite 600, CONIFER REALY LLC " i —E—E— PROPOSED U.G. ELECTRIC Rochester, New York 14604 �W BLDG.1 PEC _ �. PROPOSED ? I1 FIN.FLR.EL.=23.26 -.,! I ` ELECTRICAL �` PROPOSED ELECTRICAL --�� PROPOSED SANITARY LINE Site/Civil Consultant TRANSFORMER BY TRANSFORMER BY PSEG -�—�— PROPOSED SEWER FORCE MAIN PSEG (TYP.) DUMPSTER PAD I r,- PROPOSED TRANSFORMER PROPOSED UNDERGROUND I1 �. x , ,' ��: (TYP.) � ELECTRIC PRIMARY (PSEG) ' ,�,, r�. 'J PROPOSED SANITARY Y PROPOSED HYDRANT • -: " - '~ ' { % �� FORCE MAIN OCT. 17, 2017 FRESHWATER SANITARY S H E - _ (SEEPTS) WETLANDS BY GARY GENTILE, ...-- - � LKMA, ACCEPTED BY SOOT ASSOCIATES, P — "� a � `�., .-"'---"""" `% _ `. , , TRUSTEES PERMIT#9174A, LONG ISLAND, NY PROPOSED SANITARY 3/23/2018 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 — % t SEWER LATERAL Tel: 631.286.8668 ` = PROPOSED SANITARY \� 2005 _FRESHWATER WETLANDS BY HOUSE CONNECTION (SEE SANITARY SHEETS) - -' - AFFIRMED BOWMAN, N SDDECUSE LETTER' CONNECTION POINT OF SANITARY I A \ (NP') 6/20/2018 12 BLAc� I \ SEE SANITARY FORCE MAIN° 'ST .1� / • BLDG,2(TYPE B) a I ( ` • I FIN.FLR.EL.=23.25' ` SEE SANITARY PLANS 1 " ) e EX. WATER METER SHEETS C ) �� • j J �\ VINEYARD VIEW EX. WATER VALVE J I`t ' I I I • • �� _ r; Ex. U.G. WATER NORTH ROAD CONNECTION POINT OF t0 u r - I T--� t-T \• ' - �; �, --.- Ex. U.G. TELEPHONE TOWN OF SOUTHOLD, N.Y. 11939 PROPOSED 4 GAS MAIN �� �� I -� a 6 _ _ - • - - J — EX. U.G. ELECTRIC 1 - : -.. EXTENSION BY NATIONAL GRID �_ (L �� I �T :" �.� a, ;��,� ( , �►) '� ` _ EX. U.G. GAS PROPOSED 4" GAS MAIN BY I� VII I '`'% • 'rr�~�\ - - - - - - - -'-' ' \` `� J, �E EX. ELECTRIC MANHOLE ` 10 ; $ '' I . r,_i �� \ S° EX. TRAFFIC SIGN y NATIONAL GRID I ' '�y O J; �l ` ., I - \• o < Z- I ,r r : - �� ,I I % -� �� ¢-, EXISTING UTILITY LIGHT POLE ; Q PROPOSED HYDRANT (TVP.) j .� I I EXISTING UTILITY POLE PROPOSED PRIVATE WELL I . �: IBLDG.3(TYPE B) LOG.4 PEA \ !� o- EXISTING LIGHT POLE I \ (• FIN.FLR. i h o . • „ i , FIN.FLR. {• ^'I = j ® EXISTING ELECTRIC METER ', ff I • /� % "/' A , EL. BLDG.6(TYPE D) PROPOSED 10 ON-SITE � � ;� -� � •, Ems'= 23_25' � 'i FIN.FLR. �S EXISTING FIRE HYDRANT FIRE WATER MAIN Q • . . . 23_25' �,, ..�w(` �- • _ _ 2 .2.2 � 3 5' � pa EXISTING WATER VALVE PROPOSED 8" ON-SITE . P loz � • I EXISTING CATCH BASIN DOMESTIC WATER MAIN %• a � .� ' • .._.. " � �' . .� -- �" I `-• ~\, com er .. PROPOSED 12x20 FIRE • / ( •'}� MAPLE J A R " E `�—� .d `'-'+'� REAL ESTATE DEVELOPMENT,CONSTRUCTION A MANAOFMENI PUMP HOUSE I Iv 3e' STLVE — •� �.�'" • ;;* ,rr I ,� �j EE 3 iI � MAPLE • �r r PROPOSED 12 FIRE WATER MAINIm PROPOSED TOE OF 8 MIN. —• •—•— • — —T — � • p , SLOPE FOR RPZ BERM 2o'MAx. ' '—'—_ —'—'—'—'—' —_ _—_—' I . —• I seal • `� • FIN.FLR.EL. PROPOSED •\•`-.— •—.—• .—.—.—.—.— _.—.—. H I /, /iii / `` ��Q�`O�)' �J.Q���di PROPOSED WATER METER -36'SIL-1EXt I r INSIDE OF DT-201 VAULT MAPLE ��• - ,�� 1 .� I ( I r * Or � FIN.FLR. / � •� :i) �'�} I EL.= .del % -! PROPOSED 12". TAP of PROPOSED DUAL 8" RPZ 5'MIN. -'; ' �I I (' `W"' p7 ��;t���' C • M�- �/ I BLDG.5(TYPE A) ,1 ` r��/ BERMED VAULT AS DETAILED J1 I�: j \ \Iy , issued date description o tis l PROPOSED ROOM FOR T� _—'—` I \'..� . 1 7-17-18 WATER MAIN EASEMENT LINE 00'a mo ��� BOOSTER PUMP PROPOSED SANITARY SEWER 2 7-19-18 2005 WETLANDS DELINEATION PROPOSED IRRIGATION HEAD (TVP.) PUMP STATION 3 9-10-18 PROGRESS PRINT �I IRRIGATION TO BE FED FROM I II ` (SEE SANITARY SHEETS) \ � \ 4 9-28-18 SUBMITTED TO SCWA o WELL - . ,: -'-. o PROPOSED 6" FIRE SERVICE I I \ " 5 10-10-18 ADDRESSED COMMENTS FROM SCWA O I �� ff PROPOSED 1 " \RPZ INSIDE 5, 1 _ '�,, �� 6 12-7-18 COMMENTS o (T'P•) �I SASSAFRAS PROPOSED 10 - - - - -- . . HEATED ENCLOS0RE_.AS..___ �E6T2Tr- O s RAS A�'RAS DOMESTIC WATER I '" '; DETAILED. / 7 12-18-18 TOWN COMMENTS _gjPROPOSED 4" DOMESTIC WATER t ti: �SAFRs 1 1 CP 33 MAIN , W W I CB 60D SET \ , issued date description � (TYP. Q ql ) � I � W I I � , - II � A ,t / 6 1-3-19 ADDRESSED 12-21-2018 TOWN 4' SA R SASSAFRAS ' l \ COMMENTS •3 V 12f2sAsS ``'1 d 15'SASSIF-RAS \\/ 10' SA SAFRAS PROPOSED HYDRANT j 10' 12' S SSA'RAI12, 0 (. 10' AS 12' �"FRAS i cli 8' AS 12' ASSAFRAS 0 I • 6'P 103 SASSAFRAS ! I o� U - CB MAG SET C SASFRAS \\\ t� 2 I I I 1 4'SASSASFRAS LZ 333 ` 4' SASSASFRAS C \ I \ UTILITY NOTES: 1. ALL UTILITIES SHOWN ARE SCHEMATIC AND SHALL BE COORDINATED �I DIRECTLY WITH THE APPROPRIATE UTILITY COMPANY a° " title o 2. ELECTRIC PRIMARY (UNDERGROUND) AND TRANSFORMERS BY PSEG 3. TRANSFORMER CONCRETE PADS BY SITE CONTRACTOR ------_,.. . UTILITY j 4. SEE ELECTRICAL SITE PLANS FOR ALL WORK FROM UTILITY ` "'• \v '� TRANSFORMER TO BUILDINGS \� `�, ��- ` / N � � 2 ---_.______ ;\ ,- PLAN _0 5. SEE ELECTRICAL SITE PLANS FOR ALL ELECTRICAL WORK FOR SITE ( ` 2 18/00// "--►� _ ` o LIGHTING 41 0) 6. WATER MAIN - SCWA SHALL INSTALL ALL WATER MAINS, SERVICE TAPS, METER VAULTS AND METERS ON SITE 0 564 0 7. WATER SERVICES (FIRE AND DOMESTIC) SHALL BE DONE BY THE SITE �"��`"Sj\ 'ti DRAWING NOTES: \ """-- •'-_ �� _0 PLUMBING CONTRACTOR I �' `. o� (�J O, ELECTRIC METER BY DIV. 260000 SHOWN FOR COORDINATION ONLY. \\ I drawn by: BRC A S. WATER SERVICES INSTALLED MINIMUM 54" BELOW GRADE FROM THE \` /� QQ ELECTRICAL TRANSFORMER BY DIV. 260000 SHOWN FOR COORDINATION ONLY. \ + BUILDING TO THE CURB. LEAVE COPPER PIPE COILED ABOVE GRADE . QQ GAS METER BY DIV. 220000 SHOWN FOR COORDINATION ONLY. AT CURB. checked by: CFD d ( ® CONCRETE PAD BY SITE CIVIL CONTACTOR FOR COORDINATION ONLY. _RECEIVED_ _ 9. ALL WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THE ® HEAT PUMP CONDENSING UNITS SEE UNIT PLANS FOR CONNECTION DETAILS. scale: AS NOTED E SUFFOLK COUNTY DEPARTMENT OF HEALTH © PROVIDE 5'-0' CLEARANCE BETWEEN GAS PRESSURE RELEF VALVE FROM ANY JAN 2 5 2019 Q INGNITION SOURCE OR OPENING INTO THE BUILING. C) project number: 17106.000 � 0 10. WATER SERVICE SIZING: Southold Town Planning Board 0 0 10.1. F1RE - ALL 4", UNMETERED , m D 10.2. DOMESTIC - ALL 1-1/2 0 rn �� sheet number 00 O 10.3. DOMESTIC FOR THE PUMP STATION IS 1" 0 THE EDUCATION LAW OF THE STATE IN NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING N 0 IN THE DRAWINGS AND/OR THE ACCOMPANYING 11. GAS MAIN AND GAS SERVICE LINES SHALL BE BY NATIONAL GRID SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION N O 50 O 50 100 OF A LICENSED SUCH ALTERATIONS ARESIONAL MADE, THEINEER, WHERE PROFESSIONAL 12. CONTRACTOR IS RESPONSIBLE FOR GAS HEADERS AND 3 FT. X 4 FT. U I low ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE SCALE IN FEET r CONCRETE SLAB. THE FULL EXTENT OF THE ALTERATION ON THE C: DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) PROPOSED THRUST BLOCK SCHEDULE 5-611 TEST COCKS MINIMUM SQUARE FEET BEARING AREA ON SOIL FOR THRUST BLOCK (TYP. OF 4) DOOR HINGE SIDE PIPE SIZE TEES CAPS, & 90• BENDS 45' BENDS 22.5 BENDS PLUGS 12'-0" 8'-OTE 6" OR LESS 2 1 3 1 1 1/2 3/4 11'-0" �� 8" 3 1/2 5 2 3/4 1 1/2 OPENING a" 5 1/2 7 3/4 1 4 1/4 2 1/4 - - - --- - — — RNOTES r 1. ALL THRUST BLOCKING TO EXTEND TO UNDISTURBED EARTH OR ROCK 8 MIN. D'. .'4 I I WITH MIN. BEARING AREA AS SPECIFIED IN SCHEDULE BELOW. TYP. 22.5' D 4' _ 2. ALL THRUST BLOCKS TRANSIT MIXED 2500 PSI CONCRETE. BEND M M 4 i II 48,E TYP. 45' ` " TYP. PLUG TYP. 90' BEND 0, 30 MIN. OR CAP BEND TYP. TEE / 0 Y, OPE ING w p 8" MIN. a s I I TYP. CONC. t--_ _ _ _ _ _ _ —_j , THRUST BLOCK C.L.D.I. CLASS 250 1300 Walt Whitman Road, Melville, New York J8" x 8" x 24" L. MECH. JOINT FITTING 11747 PROPOSED OS&Y VALVES (TYP. CCA TREATED LUMBER WITH RETAINER GLAND Phone 631 300 1010 FOR BOTH RPZ DEVICES) PROPOSED FEBCO DOOR HINGE SIDE -J LF860 8"0 RPZ'S OR PVC GASKET APPROVED EQUAL WATER MAIN owner/develo er: PROPOSED 1211 WIDE ACCESS LADDER BILCO TYPE JD 48"x96" STEEL p TEST COCKS DOUBLE LEAF DOOR — CAST TYPICAL THRUST BLOCK 83O (FER Main Street Suite 600, a• (TYP. OF 4) LY LLC IN SLAB (GASKET REQUIRED) TEST COCKS (TYP. OF 4) DETAIL Rochester, New York 14604 D ° ACCESS DETAIL - TOP VIEW 12" VALVE - TYPICAL 12" C.L.D.I. BYPASS SECTIONAL PLAN VIEW 30" MIN. N.T.S. Site/Civil Consultant FRONT SIDE OF THE CLEAR WHEN ENCLOSURE OPEN " E BLE ACCESS PANEL BILCO TYPE SD 48"x96" STEEL R DOUBLE LEAF DOOR - CAST IN N SLAB (GASKET REQUIRED) 3" 0 MIN. DRAIN 0 4J N PORT FEBCO_LF860 3 � WITH SCREEN 8"0 RPZ'S OR in o (TYP. EACH END) LL PROPOSED OS&Y VALVES (TYP. 12" WIIS ELADDER � ' L K McLEAN ASSOCIATES, P.C. FOR BOTH RPZ DEVICES APPROVED EQUAL TOP OF VAULT C1 > OIFEFLOW $" LONG437 SISL FIN COUNTRY RD., = 39.50' z BROOKHAVEN, NEW YORK 11719 EARTH BERM Tel: 631.286.8668 REMOVABLE ACCESS PANEL 1 � TWO 12" PVC PIPE HOT BOX ENCLOSURE FEBCO MODEL LF825Y - 1" RPZ 0 co 1 .5 DRAINS WITH SCREEN n LENGTH 26" , DEVICE OR APPROVED EQUAL 5'-6" MIN. 5'-0" MIN. �.I COVER CONCRETE PAD LENGTH 38" FURNISH & INSTALL METER TO METER TO TOE - VINEYARD VIEW VAULT AS PER S.C.W.A. DT-201 VAULT OF SLOPE 18"MIN. PLAN VIEW NORTH ROAD FINISHED GRADE HEATED HOT BOX ENCLOSURE MODEL ENCLOSURE LENGTH 26" TOWN OF SOUTHOLD, N.Y. 11939 —6"MIN. = 32.00' HB1T (PART NUMBER HF013027035) OR APPROVED EQUAL SUPPORT - FEBCO MODEL LF825Y - 1" RPZ DIRECTION OF FLOW f� z 3/4 THRUST ROD TYPICAL DEVICE OR APPROVED EQUAL = �� �. .%. N0,� 12" C.L.D.I. TEE I DEVICE 0 " TEST COCK 1 12" CLD I PIPE _ % � 9 --ice;:;,, TO AGILITY OvoO °` 'a a. p• R 3 0 MIN. DRAIN PORT a p Do co w WITH SCREEN 12" 12"x8" TEE GALVANIZED ANCHOR BOLT (TYP. EACH END) WATER TAP BY S.C.W.A. 12" LINE C.L.D.I. 8" 90" ELBOW (TYP.) e EXIST. GRADE MANUFACTURER'S SPECSFASTEN . (TYP.) , , . , I N GRADE ■ALL FEES TO BE PAID BY VALVE - 8 90 ELBOW CONTRACTOR TYPICAL coni e r�,_ 12"x8" TEE METER BY S.C.W.A. ALL FEES NOTE: ALL VALVES, BENDS z 1'-6" TO BE PAID BY CONTRACTOR ELEVATION �� PROP ON-SITE AND FITTINGS TO BE PER � REAL ESTAIE DFYElO fA'ENi,CONSTRU CiION.MAN AO[HENT 12 WATER MAIN THE LATEST AWWA AND SCWA STANDARDS. � FOOTING 3,0500EPSI (f )RETE MIt� LI�ETTO PUMP STATION.STIC WATER REDUCED PRESSURE ZONE DEVICE IN BERM AREA AA AA seal of N1EW r N.T.S. ��5, FROM ON-SITE SUPPLY G D/'��� -� DIRECTION OF FLOW � N GENERAL NOTES INSTALLATION OF SERVICES 1 WATER SERVICE " * PLUMBING CONTRACTOR END TYPE K COPPER PIPE 1. INSTALL PIPING ON THE PROPERTY, 4 1/2 FEET DEEP FROM THE BUILDING .a {� 1. WATER MAIN PIPE TO BE CEMENT MORTAR LINED DUCTILE IRON (CLDI) PRESSURE PIPE. SHALL INSTALL THE AND CONTINUE SITE WATER rn TO THE PROPERTY LINE. r EF. '=� 3 WATER LINE FROM SCWA PIPING WITH C900-CLASS 150 <' v NOTE: TO SITE. PLASTIC PIPE - TONE WIRE 0 2. ALL MATERIALS SHALL BE NEW. NO USED MATERIALS SHALL BE INCORPORATED INTO THE 2. PROVIDE WET TAP OF EACH REQUIRED SERVICE AS LOCATED ON PLANS. AND WARNING TAPE SHALL BE ��° 56�t35 2I WORK. WATERLINE SPECIFICATIONS DIAPHRAGM ON FEBCO MODELS MUST CONTINUOUS ALONG ENTIRE p/�OFESS����� ELEVATION VIEW BE INSTALLED ON THE 30" CLEARANCE LENGTH OF MAIN -° 3. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS 1 . FOR PIPE OVER 2" - CEMENT MORTAR LINED DUCTILE IRON CLDI WATERLINE SPECIFICATIONS ( ) SIDE OF THE ENCLOSURE. Q) INSTRUCTIONS AND THE REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF PRESSURE PIPE 1. TYPE "K" SOFT COPPER TUBING, MINIMUM SIZE 1" INSIDE DIAMETER. TYPICAL SEWER PUMP STATION " RPZ DETAILS issued date description HEALTH SERVICES. TRENCH NOTES: 2. PLASTIC PIPE SPECIFICATIONS: 1 10-10-18 ADDRESSED COMMENTS FROM SCWA �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 o BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN 6" LAYERS. STONES SHALL BE 1. UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON OF 200 P.S.I. (WITH BURSTING PRESSURE RATED AT LEAST TWICE EXISTING SCWA WATER MAIN 3 12-7-18 ADDRESSED 10-2-2018 TOWN 01 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 Lr_ THE PIPE. 2.2. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT IS � -- —� ¢ of 2. ALL TRENCHING RESTORATION WORK SHALL MATCH PROPOSED OR EXISTING UTILIZED IS NOT ACCEPTABLE. (BRASS COUPLINGS ARE o " SURFACE AND MEET EXISTING GRADES ON BOTH SIDES OF TRENCH. --� ' 7. MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54 . REQUIRED.) o PROPOSED cD 8. ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION BLOCKING OR TIE 3. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT TAP RODS TO PREVENT MOVEMENT. 6" LIFTS. p0 issued date description 9. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN 4. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND RESTORATION WITH VALVE BOX PROPOSED LOCATION ACCORDANCE WITH THE LATEST EDITION OF AWWA STANDARD C600. EACH UTILITY INSTALLATION. OF FRANGIBLE HYDRANT ASSEMBLY PROPOSED TYPICAL SCWA 3 CURB / CORPORATION VALVE ° 10. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C-651 -86 5. THE CUSTOMER'S DOMESTIC WATER LINE AND/OR FIRE LINE SHALL BE A OR THE LATEST REVISION. MINIMUM OF TEN (10) FEET, RUNNING PARALLEL, FROM ANY UNDERGROUND WELL GRADED WASHED PLACE CONCRETE UTILITY (ELECTRIC, GAS, TELEPHONE, CABLE AND SANITARY SEWER SERVICE) GRAVEL (1/3 C.Y.) EARTH AGAINST UNDISTURBED 11 . BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER DISINFECTION ARE AND OIL STORAGE TANK, STORM DRAIN OR CATCH BASIN, DRIVEWAY CURB, C REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH LIGHT POLE, ELECTRIC TRANSFORMER, TREES, OR ANY LARGE OBSTRUCTIONS. WATER VALVE ROOFING OR TAR Ic 0 SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1 ,000 PAPER LINEAR FEET OF WATER MAIN OR PORTION THEREOF. PROPOSED WATER SERVICE 00 0 12. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM WATER / 00 RECEIVED SERVICE. l\ I� JAN 2 5 2019 j 13. NO OTHER UTILITIES (E.G. GAS, ELECTRIC, CABLE ETC.) SHALL BE BURIED IN THE WATER 6" DIA. WATER MAIN L______ SERVICE TRENCH. SOLID CONCRETE Southold Town title 12" DIA. BLOCKS OR BROKENj / Planning Board L` 10'-0" 101-011 WATER MAIN CONCRETE BLOCKS Z3 1 - - - - - - - - LOCAT ON) RETAINER GLANDS TYPICAL CURB /C 0 R P 0 R A T I 0 N VALVE DETAIL WATER DETAILS NOTE: PIPE SHALL BE A FULL N.T.S. N LENGTH PIPE CENTERED UNDER THE PROPOSED UTILITY MATERIALS & JOINTS EQUIVALENT TO FIRE HYDRANT DETAIL CROSSING UTILITY 32" MAX. TYPICAL), • 18 MINZ . METALLIC MARKING TAPE 10'MIN. 2'+/- o WATER MAIN STANDARDS OF N.T.S. ,-., CONSTRUCTION AND PRESSURE TESTED WATER MAIN OR SANITARY CONCRETE THRUST BLOCK TO ASSURE WATER TIGHTNESS PRIOR WATER SERVICE SEWER MAIN �'��%�%\%y/\\/ /�/\�/�/�/��y� ✓\/\\� /�y � �/��/ TO BACKFILLING OR BUILDING TO UNDISTURBED SOIL SURFACE �� o CONNECTION \ \ \ \\ \ �\ \ \ \ \ \ \ WATER MAIN 6'� ��\%/\\/�\ \\//\\/� ��/\\//j\\//\ ��/� K TYPICAL CURB STOP VALVE EXCAVATE & BACKFILL %\��\ 54� \�/� a 181' MIN. ( ) i\�/\\/ \�\/ �,�\///\ , j /\� \ drawn by: SHOULD BE BROUGHT TO GRADE WITH SUITABLE j\//\ //\� \� 18"(MIN.) ON SITE WATER SERVICE 4'-6' MIN. EXCAVATED MATERIAL �j�\j/ A.O.B.E. COMPACT checked by: CFD I� - - - - - - - - (MIN. BURIAL DEPTH = 54") j o BACKFILL IN 6 LIFTS. //\ \/% PROPOSED ELECTRIC scale: AS NOTED ;: :.; F tl 1 O'-OTT �" 1 O'-O" /��/\ \ \\�\// PROPOSED TELEPHONE CL PROPOSED WATER LINE �iii; i�✓i \ \�'��� /�` ✓/i../ PROPOSED project number: 17106.000 r? o UNDISTURBED W/ TONE WIRE PROPOSED WATER MAIN/ COMMUNICATIONS o C EARTH WATER MAIN CROSSING NOTE: WATER LINE (COAXIAL CABLE) u°', TYPICAL HORIZONTAL SEPARATION BETWEEN SEWER (SANITARY TAPPING SLEEVE 1'-REMOVE UNSUITABLE 10'MIN. PROPOSED SANITARY PIPE sheet number CD OR STORM AND WATER LINES MUST BE 10' � ) �NCOUNTEREDTEMPORARY SHEETING THE EDUCATION LAW OF THE STATE OF NEW YORK MINIMUM MATERIAL IF AS PER O.S.H.A. TYPICAL UTILITY TRENCH PROHIBITS ANY PERSON FROM ALTERING ANYTHING N o TYPICAL UTILITY CROSSING — VERTICAL OBSTRUCTION TYPICAL WATER REQUIREMENTS NTS IN THE DRAWINGS AND/OR THE ACCOMPANYING WZ REQUIRED VERTICAL OFFSET WAT E RZS EW E R (SANITARY OR STORM SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION N OF A LICENSED PROFESSIONAL ENGINEER, WHERE I ' SERVICE — LARGER THAN 2 " WATER LINE EXCAVATION DETAILS SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL V 2 N � ELEVATION ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE C: CROSSING DETAIL hr6y ?T? NOTE: THRUST BLOCKS SHOWN, THRUST RESTRAINT MAY BE PROVIDED BY ANY SINGLE METHOD IN THE FULL EXTENT OF THE ALTERATION ON THE 7 ACCORDANCE WITH WATER MAIN THRUST RESTRAINT DETAILS N.T.S. N.T.S. � N.T.S. DRAWING AND/OR IN THE SPECIFICATION (NYS ED, LAW SECTION 7209-2)