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I /----,i West Elevation 11-1 Q4,-/I'l----1.���-��-��.---,-.--��������-���-�-------��--- -�-�-����-.---..�.--�..�--...�.-..----.---..-.---...........-........�...........................�.........-------....����.-----�-.��--������.�.-����.-�-��-------.--"---,�---�,,�����..-���.�..�.----..��.�,,�.�..-.�.�.......-..------ --.--------------'---------... Q) 3/32" = l'-O" () NEW j, ELEVATIONS I ."iI; 0 E - N G 0 1 N - C,3 lio G. I "� --C-- C ... , %P * C-) ----- * . I i^ L. K. McLEAN ASSOCIATES, P.C. � - N 3 1 I" -� (- CONSULTING ENGINEERS RD., BROOKHAVEN, NEW YORK 11719 - IL - -'(w) r - 1 !4-j THE EDUCKTION LAW OF THE STATE OF NEW YORK PROHIBITS 1115 ('\I Q) A- �"".5� I Sheet No. - C. �- ANY PERSON FROM ALTERING ANYTHING ON THE DRAVANGS 1�411 I Designed By: MF/CFD Scale: AS NOTED 0 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT% M985 (- I UNDER THE DIRECTION OF A LICENSED PROFESSIONAL z z i t I i I I I L-j = I i Im ; : : : : i i i i i I... I I I LIJ-1 i I I U I : - ---------. I - I � I - -f7- ;T I :: -- I i- :i :t I i t : 4 t i: : i z ;�:� i z : 4 i i :z :w t i I t t :i t i 7-� :: . i i z t : ��'- I � i t : :i : I t 1 i t I : h : ; i. : : i i .1 ; : . i ; t i : % t : i ; t : I : I 1 i ; t : ; I I : i i I t : ; : i i t : t : z :i z . i i t ! .; : : I t I ; . i i � it t t t : : I : t I : : � t t I . i : i ; I � -1 1 it i : I i i i I : ; z i z : : t i I ; i : i : : i i : : I : I : I i : i I ! t i i . . t t I t : i i : z : : i t I I i : z i i I i : : i t : I I i i : : 1: : i . I . I ; z i ; t i I I . i i I t t ! t t I t t I t i i t : I z i : I i I t z I i i i it i I i t I I I I : � ; : i ; : I i i I : 1 i . I I I I i : it I : i i t i i i i I I t i I i I i i i i i I I z i I t I 1111! i t i i 1 1 1 ,i t 1 t: i:111 t: 111- I '1! it -­ � i i : t I t i ! I � I I � : �: : : : : ! t : : : i : : : i i : i ; i I : i ; : I : i t i t I t i : i t : i I : . : : : t : t t I t i t : ' ' -, Tug I /*C ENGINEER, WERE SUCH ALTERATIONS ARE MADE.THE NAL ENGINEER MUST SIGN, SM DATE AND rr S �� C10 PROFESSIO POFF .� Drawn By: MF Date: ..' < --:� DESCRIBE THE FULL EXTENT Or THE ALTERATION ON THE -- . . - A2 DRAWING AND/OR IN THE sPEanCATION (NYS ED. LAW .--- cr) I- SECTION 7209-2). 1 Il Approved By: RGD I I File No. 21039.000 1 1 1 LATHAM L COUNTY ILK, i ROAD 48 LLC 34892 COUNTY ROAD 48 LLC C a ILK NMI, SUFFOLK COUNTY OSPREY DOMINION CO I NNIN, 3-800 COUNTY 4 ROAD 48 LLC S11141 41 -7 '.2 DORENE & ROBERT PHILLIPS ICTCHANOWICZ ILEX VM .L.LC TOWN OF 500TH'= V MARK WALTEI S L MARGARET KILLIAN, MTA - LIPIR MARK FALTERS Pslk a PROPOSED SUBDIVISION PROPERTY LINE FLORA ANAGNOS • < 0 j ck� PROJECT AREA L I T� i SU110LK COUNTY WILLTAm PATRICIA RAYN & 4-1 kk KASWELL MICHAEL GOLIS RACHEL t WALTER & FLAT STAC EY I i U LEY J.. CHARLOTTE MILLER MARIO& LISA ROSA 0 0 0) M7-1 I H RJETTA DAE > L zk\ C0 QD R111, cn z w'. CA ROLL AVE(,Ns , - d -T- &! AVI:: ;19 ;u CJC SCOTT KRUK HAIR MAZIE LINDSEY STON, PI CONIC, HAYES, PARKER LLC JOHN &.INEZ, RECEIVED 8EYPER. 10\6 (0 AUG 3 2022 4-1 0 Southold—Town cr) Planning Board -.awl -'D Buil:dings with Land Usage ES Low Density Residential AM & RUTH DATE BY DESCRIPTION APPROV. BY MTA - HUBBARD ——------------ commercial z LIRR REVISIONS TOWN OP N DA EIL Not within 200' SOUTHOLD kLILTANA TOWN OF SOUTHOLD Apj LA Disl',ance from Site Location -7A . SUFFOLK COUNTY, NY 01 500ft SPORTS EAST RECREATIONAL FACILITY Q.) KEVIN TERRY 200ft CHRISTOFORATOS, E EM Site Location ET AL. t of NEW KEY MAP PLAN STANLEY ZUR:EK { �Q�otzo G.a y0 E 3: r G3 L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 0 3AYNE THE EDUCATIONLAW OF THE SATE OF NEW YORK PROHIBITS Sheet No. i.40% Designed By: MF/CFD Scale: AS NOTED PERSON FROM ALTMING OffMING ON THE DRAWINGS 16S -.1.14 ruwEss-Irm !�6 85 UNDER 0'nON'OF ED:PROFESSIONAL ERTON-IDAY ir=A=U 0 100 200 r4OO V�'et zz. T ENGINEER,!WM UC" MADE, THE MF L EPH PEPPE, SUCH ZMMGZ,�ARE PROFESSIONAL.ENGINEER SEAL DATE AND Drawn By: Date: JUNE 2022 8 DESCRIBE T14E FLU EXTENT OF ALTERATION ON THE 0 0 160 VVENDY'SMALL KM1 Couti'ty, UConn/CTDEEP, Fsri, HERE, Garmin, GeoTechnologies, Tnc., US PS, E�A USDA DRAWING jD/OR IN THE!SPW1#rATtON�(I0`S 0. LAW Feet N 720 File No. 21039.000 1,: 77 Approved By: RGD 1 J 1 X268 2 x266 26e /; " J E66x xE6.7 /l�\1/ i% ��� �'x _ 296 2B5� x27., /� x x 272 I P6. I I x 267 E7.Q P70 / P7A\J 287 r x272 �._x xvr 2 270 x 27.4 r 7.0 x�-•� x 271 E7r I ' 1 x 7.1 x E6.7Js?7R x26.8 N 27.0 99.4 a S 38 02�'2U1' W 573,42'x 266 �.2 x27,_ x272 / - - ' x27.1 26B � ) / /\ � � �ti.T.J�r X 2�� � x66 LEGEND \ � I x 27J / x 26 N6 t x Me l xJJ x 27J / x 7 1 x272 /P72 I ' ' . ' ' ' . •UTILITY LIGHT POLE x269 l x26.7 ' \ X267 x �/ -0- • . .. . . .. .UTILITY POLE ix ) / ) / xP66 I 2 0--,• • •LIGHT POLE M z f �i x 27.1 � I J ) x 27.0 x269 X2 I 6.9 xE68 J J x263 If I x266 x . . . . . . . .WELL J 27A �� 29.Q / x269 J 27d `� P7X 27r f SIGN 1 O . . .. . . .• •POST ti J f ^ r J x26.4 x266 I I `21� X x272 P7.3 ��, x26.8 I I x I l i ' '' ' ' '' 'CONIFEROUS TREE 2Br x 264 / xP73 I x266 x 27,6 x 26.t me . . ' ' ' .• •DECIDUOUS TREE I \ J C x272 I J x / EP . • .. . . .. •EDGE OF PAVEMENT x272 / ' > x270 I I/'3x 267 I x / X27.2 SPOT ELEVATION NV x266 J27.1f J I Xgi 1`� I x26.6 27.0 / I l"l.l�Y x 'lY 27B 7,g 269 I 26.3 0 26.5 x26.6 f I .+� RX x 274 /J x 26.5 /266 / h ^ x274 x27.1 / � / xP6'1 I x / x26r x264 I x a \ xP6.B 26x /J27.3 J \ / I / XM3 xP62 x264 I . 278 x 27.9 , J X I J x267 xP6.7 / I x267" 27.0 x x 263 x 27,1 27.p x x26.9 I I rl Iijl� x 27,I �`_ __�`C�, 11� x E64 O x 27I x 26.6 263 I _- x I X 27., / x 260 I x E62 q x 273 I x 26.2 x 27.1 26.B I x262 27.7 N x 27.1 273 I I I I \ x 262 P67 x X vj,, 47 277 / II x J � 267 I x266 x x / ) x269 \ x 26.7 Mex27, I X26+ 26.2 I � � Qe, ' x27,3 ) x263 n �' x 27.4 x E64 1266 x 27.6 �++ ' x 275 / J '/ I J J x I x e5.8 \ ti x 273 x..8 x 1274 ) l J I 260 x� x 261 �'6X / 27.0 X J 70 4`\ {\\ x23.8 27 \ ) ) l \ 9 J JI I \ 0 � P398 26P x x P69 x269 E60 II'� p6,3-- 236 I26.2 1 x2S23.7 x 269 \ \ x 265 P6.3 x 273 / " xP7.3 ) x x269 xMe I267 257 x� P7.0 Ka C� %76 W x { x275 x27.3 x27.4 P71 ) 1 \ \ I x I`'r6'4 x26.2 \) x239 PG\ �x 2i3 6\x �x "�.J$ X ) . ) ) I2SX x) / x26.3 �.. P6.3 x �/ E69 27.6 \ 27.7 J C x 27.I I 186.0 x xS3 \ x p62 r- "�- 266 x 26� 3 P66 I O ©/ J x272 r 52 263 I I E6.7 x E61 / x257 \ 'S[264 x E6B 26!!!!6 I I \ / \ I \1 P6.S J x267 �/ � 27.9 ) ^ P6x I x X .9 � x263 � � I II x259 X2S8 27.6 x ) J 8.0 / \ I x259 / ® J x ) _ x27.2 x l I l x259 x26' x263 fl 2 O 27.3 E71 � x 26.8 x 268 l x26.7 \ x270 x27.E x27.3 x27.3 x x )275 J .0 / P6.5 I I / 263c 2671_ �._ P73 J ) x27I I I I v LL x269 XE6B sy x W !I ~��� J ) /I\_y�\�• C,2 74 x264 x261 I26,4 I 27.6 27.5 x .6 x 1 �y 5 x25B x237 V 2�,a r/ ` xP57 �(,z O 111 / x2S6 JJ /j�i�� z7z xl\` E67 x J I x ' x26p NOTES ` 267 2..0 x 26S 265 26.7 x26.3 x264 1 _ _ J C� 27Q I \ 27.1 \�` I �_.- y 1 26.B x xx253 x2,.7 xx 26.3 c x267 x 268 x 268 27.X 2%0 _.� 27.5 'I� 267 27.3 x P63 4.4 x J ) 266 26., 2'' J ld 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. 274 N / 27.0 , x J x 269 x P6.7 26! 26.1 x266 P7.B �+ x xP6,3 I26.3 I 260 N 263 ' 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, crPA a7 I X I X26.D \ �Q LONG ISLAND ZONE. I I _z�-x7 x26p x2�Q n 271 XX 79 J ' - - �' X270 xP69 x26.9 I x ' J J l J I .---- \ x2s7 X26.+ 3. ELEVATIONS REFERENCE NAVD 1988(GEOIDI2A). p 272 ) I I x 266 x E7r 27 f x J f I P71 J / y 272 N x ,p I ' x�'9 ` x x267 xP63 .--J 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED / W I 6 i X263 xme P6X Imo'' I xP62 x262 / LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE x 2� l ) ' I I > x259 x26D x262 Z NEW YORK STATE EDUCATION LAW. kP60 L x 2S9 x269 x27.0 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF 27.0 x 72 x27.1 x 27.1 x x267 THE LAND SURVEYORr u "INKED" S EMBOSSED"OR INKED SEAL SHALL BE CONSIDERED TO BE �i � /"/ J I I J 274 x 268 x 26.7 I I � f J x26.5 ) � VALID TRUE COPIES. x264 x P60 I26.3 J 262 x x P62 / J I J x259 x25•9 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN x267 m x4 ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS \ x266 X26.B x27r xP72 1 ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND 2X ) ) ) 26 x 26, x27,x 7J(?Q ° \ \ ) ) ' X26.B x26.9 x268 x266 J ) / SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM 128.9 275 J ) XE6.+ x26.0 x263 ) 5 THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, x x279 I xP6t X26.2 / x259 RS9 P6p I GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE 29.1 x257 X259 ' r!3 ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE J x 255 x 262 x 26.6 266 27 �B6 ';/��•L1, ./ x26.3 x266 ) I /- `� -/ �Xm 5x P6.s I TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 26X 9x Xf1��°J�``x26.B/ x26.9 \ x27.0 ) I 27.0 !! x / I / i'K.4;27.2 \ x27.J x J x Ix27.0 x x26.97_._ OA 28.0 l / ;x`p7.p _ .i �..,� 272 J 27b ) ��/ x P69 x 26.6 ) ?�;-. 6 x27.3 289 I x � x262 I EP 25� "\ P6.7 RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. \ 269 27.7�x\ '67 �c 1 ��77 x257 \ I Xxdddx276X �- 27 J I 'I " / Yo TOWN SQUTHycA l ) I x2Ss x232 a26Q 2S9xES5 8• THE SURVEY CLOSES MATHEMATICALLY. ' M°N, M°N• 279 a I x2S4 / / ARCHERY PARKfNG I I ' I x263 \ Ix, ?'1XVE7,%� , - - -�- - -- - - - _ � _ _ _� _ s 38°27'20" w 573,42' RECEIVED 2 E X, xP72 -- X76 P73 276 _ -- - - - - - - - - - - - - - - - - - - - -- -- - - - - - - �- - - AUG 3 2022 X27, - - - -- - - -- - - - -�-� - Southold Town _"'- - - - - - - - - - - - - - - - -- - - - - - - - - --' -- --- -- _ - -� Planning Board NIF / THE NE-AL J. C�rCHANOWICZ TRUST AND \ / THE SAP,A CICHANOWICZ � �� DATE' - BY DESCRIPTION APPROV. BY (TOWN OF SOUTHOLD DEVELOPMENT RIGHTS \ REVISIONS \ TOWN- G - SOUTHOLD SUFFOLK COUNTY NY PROPERTY OF SUFFOLK COUNTY REAL PROPERTY TAX MAP NO. SPORTS EAST RECREATIONAL FACILITY TO OF S O V THOLD SEC T YY1 V ON 075.00 BLOCK 01.00 OFNf EXISTING CONDITIONS PLAN LOCATED AT LOT 006.000 SCALE: 1"=30' lYr ECO.l. r,T 1T.0 0 30 60 Gj Feet �y�QK� G, /0�� * 9 L. K. MCLEAN ASSOCIATES, P.C. TOWN �+ T T �_T T 7� S TO YV l�l OF SO V Tl COLD i� � � * CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ��j r_ SUFFOLK COUNTY, 1 hT E VY YORK THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Cfat- Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS TrS " UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. 56985 10 ENGINEER. WHERE SUCH ALTERATIONS ARE MADE. THE Drawn By: M F Date: AREA OF PARCEL = 232, 174.8± SQ.FT. 0R 5.33± ACRES DESCCRIaE'ITTH�ENGINEEREXTENT of THE ALTERATIo ONA"THE A�(�E���`ON��� y JUNE 2022 (� DRAWING AND/OR SECTIONS72 9-2).DN (NYs ED. LAW Approved By: RGD File No. 21039.000 1•� if LEGEND. r ---- PROPERTY LINE . -1 1.0 - -EXISTING CONTOUR i �` ram____ — — ____ __ — -.. .__.. ..._... ..- —_.... ..._.. — — -— ____ .-. —_ � — —_.. — -_.-.� _.. ._... _._.__... ___. _. —_...._.. .__.. - 13 N� 1 PROPOSED SILT FENCE r ` O PROPOS 01 ! '! ��� °' ° l / �`` f ED CONSTRUCTION FENCE ti.,,,1 / ° t PROPOSED CONCRETE CURB - ! ! — —15"HDPE— PROPOSED 15" HDPE DRAINAGE PIPE \ 0 t t / I ! L`. � .ILI. �,_� .� D PROPOSED 8" HDPE ROOF DRAINAGE PIPE 2 PROPOSED 100 LEACHING CATCH"' BASIN ' 1 ��., �;� � •J �::z�s • i i �r - �y rT�- PROPOSED 10 � DRAINAGE LEACHING POOL . I /! \ s O-, LIGHT POLE ' �.: ::..::.:::: ::::::. •: ::::z .. WW _ :. � "}. -o- UTILITY POLE c�1 UTILITY LIGHT POLE � `�.:•"` .iv m/'vim--r,"i. '�_ _f''•%i`',�, - f "� - / 0 TRAFFIC SIGNAL POLE f ! I ! Q SANITARY MANHOLE r ! ! f ! II Ir GAS VALVE ! Inc I'�.. ! ! SIGN CONIFEROUS TREE f 0 DRAINAGE MANHOLE PROPOSED CONSTRUCTION ` ! ! ENTRANCE W/ GATE I -- - - RECTANGULAR DRAIN INLET ! f { ! ti6 I ~` ! ROUND DRAIN INLET •�--- --- I t7 FIRE HYDRANT • '' t 1 ! m ! r I r�- 2 WATER VALVE :: .. : ;.�' : ; .. WATER METER ! ' I l M TELEPHONE MANHOLE ' ; o --.T -- ` C) DECIDUOUS TREE • = aF r d �' NOTES: l ! ! tv'[t •,c ! I f 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE SITE IS SUBJECT TO MONITORING BY A QUALIFIED EROSION CONTROL PROFESSIONAL AND BY THE NYSDEC, AS OUTLINED IN THE €� f It �j I JJJ ! ( `� CONSTRUCTION ACTIVITY REGULATIONS.PLAN THAT HAS BEEN SUBMITTED TO THE AGENCY FOR COMPLIANCE WITH / ! ! •- / �` 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR SHALL COMPLY WITH / rr t _ ! : \ / �/ q ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE �` -......... - .. CONSTRUCTION. � CON T ( / � ` W,,,;, , 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO DISTURBING ANY SOIL --"' �O- I' \ OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS '• �°�' •: S �I CONTRACT OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND - - I _' r'� ! J O ! 1 REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL r {jj N j� /� 77 y✓\7� O ! q /` (��] c BE DISPOSED OF PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. zz O ! n .� 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL MEASURES DEPICTED ' N -'" " =' i ARE IN PLACE, AND APPROVED BY THE ENGINEER. --26 -� n / I O 5. SEDIMENT BARRIERS (SILT FENCE WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL PURPOSES INCLUDING THE n'r U } N n `�~ DOWN-SLOPE LIMIT OF ALL CLEARED/GRADED AREAS. NO SEDIMENT FROM THE SITE WILL BE PERMITTED TO WASH INTO WETLANDS f 1 ! ( N ! 0 O / ^/ AND ONTO ADJACENT PROPERTIES OR ROADWAYS; c !? ! ! ~ 2.6 "" ? 6. A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO fit! ° i ff i! .f ;,,_ ! /i CR 48. THE CONSTRUCTION ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED; I y, J ,".: ; s; f = •.,t 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM TRACKING ONTO PUBLIC LL I A / €� 7 ROADWAYS. f0zz f / + J E ! ! 8. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME AREAS ARE M 9. CLEARED AREAS, EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND OTHER MEASURES AS APPROVED BY THE PLANNING BOARD AND THE TOWN ENGINEER; !! 10. DRAINAGE INLETS WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS REQUIRED; N11I � SEDIMENTD OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE DISTURBED AREAS ARE BARRIERS AN 0 UNTIL DIS E U �.- - ==========•• ==- -••°°°�� •-•�•� ••-•- PERMANENTLY STABILIZED. PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND FLUSHED OUT AS NECESSARY TO REMOVE 0 ` ! � !� m ANY SILT AND DEBRIS; - ,� _••" _ - -- - - — — —— — — —— —— —— — ——— - —- — — —— — —— — — —- — ! —— — — —-- ---. ` 12. TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE EMPLOYED. f 13. ALL PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S VEHICLES '""h...... 2r / ;;I \� j! f 1 14. SPILL REMEDIATION SUPPLIES (E.G., ABSORBENT PADS) WILL BE KEPT ON SITE FOR ANY TYPE OF EQUIPMENT-RELATED �C? cZ {l ~ ; 0 1 � ,( �t� ) 0 I � 0 I - � SMALL SPILLS THAT MAY OCCUR. �F 15. ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE, WITHIN THE SILT FENCE TO ALLOW THE " 1 CONTAINMENT OF ANY POTENTIAL LUBRICANT OR FUEL SPILLS. I I( t( 16. SHOULD A LARGE SPILL OCCUR, THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION SHALL OCCUR BASED u, ` s, UPON THE REQUIREMENTS OF NYSDEC AND SPILL RESPONSE CONTRACTOR. v) [ ! I } \ p t , f 17. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE AND87O Sty 573,42HANDLING, ETC. SHOULD BE PRE-DESIGNATED AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. SPILL PROTOCOLS �\" t ,v�p �--• _.... -"""" '�,� SHALL BE ENACTED. f" THE A1EA _ J. CICr'. ANfW.t WICAO' TRUST ARD RECEIVED SITE PLAN (T[IWN DF SaUTN.�LO DEVF-LL7P141 NT RIGHTS) `� ,� ~�. , AUG 3 2022 j.J SCALE: 1 "=30' (JOE ELE7F�E-Df 4,ALL WA TLR) Un 50' MIN\ Southold Town SUT SIYFIC6NT TO NFFP Planning Board W ✓ 18'-0"MAX.C.t.C. SF➢MEIIT CM Soh d) 0 30 60 FLOW Feet �"' �� U SHAY LT FeNara L� a GRADE LL a �� LL Z =y � 1 '� j i'` rt� .." _� �` "Y't'`' < `' ,+• ''<'�J - »�14� '�` 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7 25 22 CFD I I 4" VERTICAL /✓ ,;�:...,w''My 'r , 5.:%«r1•T " . SLOPE DESCRIPTION APPROV. BY O IMPACT ®N NOISE ODOR LIGHT: FACE o� �•;> ;:nM"' wl "yt� ; �q` DATE BY aV �V t y�•fr'y! yrwli:;t•`� 'u^aey'v;'L�'.��'�^`tx�?... ��wF4F.r'^ f9 1. Prior to start of an construction activity, notifyI . o 1 a•••••" the Town of Southold Planning & Engineeing cG REVISIONS ,L' G� 4 'f'.r.;r-'r N7;�a4+.,•fit..'..+i.- ti�rti s4'. r".r N t5 BEDDING DETAIL PERSPECTIVE VIEW Imo; Departments a minimum of 2 business days in '•'`;�`�`'�y.. ;.�'��:•' r�•� ,.�=••,��- ow Wn 0 advance; An inspection is required of the installed TOWN 0 (� S 0 U T H 0 L D ANGLE FIRST STAKE TOWARD •G~ ^� PREVIOUSLY LAID BALE. Y FE MINIMUM 2 x 2 S U F F O LK COUNTY N Y c\ turtle barrier fencing aka erosion control c, ,r ~ CCNSINJCM EMANa_�C WATION CF , �y�, ~�+ .� FENCE POST prevention/silt fencing) by Town Engineers office �- �- '� E _U and Planning staff prior to clearing. FLOW ��� ,� /�'SMW eo+omNr.xrAleaaT. RaA �,`�, FCL tote•(wL)ASO\£ExslRta MAX MR MA WE WOVEN WIRE FENCE c.� 3. Construction activities shall only occur from — r,, �-�� (6x6 - 10/10 WWF1 z SPORTS EAST RECREATIONAL FACILITY ~ — PLAN VIEW •----- 7:00a.m. to 6:00p.m. on weekdays and Saturdays; ~ c ,�L= _ FILTER CLOTH G Q 4. No construction activities are permitted on sop Sundays, year-round, or the following holidays: e Q) New Year's Day �� � BOUND HAY BALES EMBED FILTER CLOTH A'A V NEW EROSION CONTROL PLAN Memorial Day ,��1n �' - PLACED ON CONTOUR MIN. 6" INTO GROUND— z ►1 ROAD �/•f= ~ ^ 2 OCHSOOICIION Ett1RNICE-FMMAIM OF CWAUM (�� F`O c\ Independence Day (July4th) 3/4•STOKE HF]O OR N.Y.STATE O.O.T.N"tMED RCA q C N +, 2 RE-BARS: STEEL PICKETS OR 4"I tO aT r a+A�/tNe nL MW M,•I MWW memo cum FM mum"L � �j+ * L. '{� cLG /� N ASSOCIATES, PAC. Labor Day 2"x 2"STAKES 1.5'to 2' IN GROUND. NOTE: * `� /� C� Thanksgiving DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA GROSS SECTION p�, CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 (_7 HAY BALES. 1l2 ACRE 1 100 LINEAR FEET Christmas Day ANCHORING DETAIL THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS r , Sheet No. U SECTION DETAIL AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS ANY PERSON FROM ACERING ANYTHING ON THE DRAWINGS _«�� ` Designed By: MF CFD Scale: AS NOTED TEMPORARY CONSTRUCTION ENTRAIN �SIONAL ENGINEER MUST`ION. SEAL DATE AND y: NDER NEE1TiE DIRECTION OF A LICENSED PROFESSIONAL �>*i5 GFESSI WHERE ENGISUCNEER ALUST SIGN, ARE MADE,THE (�� Drawn B M F Date: J U N E 2022 / - �, STRAW BALE DIKE DETAILS SILT FENCE DETAILS SCALE:NT. DESCRIBE THE FULL ExTENI.OF THE ALTERATION ON THE \�./ L/� 54ALL.N15 tiLALF..NT9 DRAWING AND/OR ECnONS�09-2)lEON (NYS m. LAW Approved By: RGD File No. 21039.000 LEGEND: PROPERTY LINE SUBGRADE CONTOUR EX. BRUSH AREA TO BE REMOVED S 38*27"20'f W 573,42" X oar 27- 0.09 X-0 f 2 -052 EXISTING (-4") CONTOUR 26 4 -0.39 X-0,19 X 0.09 X 0.01 XO.13 X0.00 25 PROPOSED GRADING LIMITS 24 , /zzy rz 11 r1A 14 EX. TREES TO BE REMOVED 3:) X -0A6 DEPTH OF EXCAVATION X 0.46 DEPTH OF FILL X-165 X-3.62 X-338 X-3.8 X-3.43 X-3,55 X-3,81 X-191 .1.53 X-0,35 X 0,29 X-0.01 XO.18 X 0.06 0.59 X O�71 X-4�01 X 96 X-3 92 X-3 81 X-3.83 X-4.., X-3.81 X-3.66 X-3.90 X -4 23 EDGE GF BRUSH /1\ UTILITY LIGHT POLE / f y -0- UTILITY POLE t17 26 1 LIGHT POLE 5 X 0. 2 .93 X 0.06 X 0.07 X X X 0.07 X 0.21 X 0.09 X-0.02 X 0.06 X 0.23 XO.14 X 0.20 XO.16 X 0.5 X XO.12 X-0 02 X- 07 27 --------- G WELL SIGN 0 POST 44 X 0.60 .63 0.05 X 0,00 X 0.05 X 012 X 0,35 X 0.29 X 0.43 X 0.21 X 0,04 X OM XO.19 X 0.46 X 0.48 X 0.57 X '78 X 0.1�8 0. X 0. -0,01 7 --,-%j CONIFEROUS TREE 7 Cv 0 DECIDUOUS TREE X 0.42 46 X-0,4 11/1Mz/- 4715- ' 0.21 0,23 NYC 1 02 1.8 X 0.77 X 0,63 X 4 1, 1 LK v 2 188 .17 DEMOLITION NOTES: X OL53 >�0.41 X-0,58 -0,24 X1 F- X 1.97 X 1.02 XO.91/ X 0.6 X- LIMIT OF PROPOSED BUILDING EXCAVATION 1. THE CONTRACTOR SHALL PERFORM ALL REMOVALS AND RELATED WORK AS SHOWN ON THE X 0.34 X 0.20 X-0,63 A 4j, X1 16 X 2,11 X1.12 XO.96 X0,8E-11 X�3,63 1 0 X0.1 -!F DRAWINGS DESCRIBED IN THESE NOTES AND REASONABLY INFERRED AS NECESSARY TO COMPLETE EX. GRASS TRAIL THE SCOPE OF WORK. TO BE REMOVED 2. IT IS THE CONTRACTORS RESPONSIBILITY TO THOROUGHLY INSPECT THE SITE IN ORDER TO 7 XO.18 X 0. X-0.64 X-0. �4 X1 00 X 2.20 1.21 X1.11 X 1.0� 1. 0 X-.14 .43 X1.04 t� VERIFY ACTUAL CONDITIONS AND FULL SCOPE OF DEMOLITION WORK AND REMOVAL REQUIRED I \ EX. WOODED AREA r C\1 PRIOR TO BID. Z TO BE REMOVED \ N N N N 3. THE CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES TO REMAIN AND PROVIDE REASONABLE -20 AND ADEQUATE PROTECTION FROM DEMOLITION WORK. 60 X051 -0.6 5 X-'.2 X 0.95 1 : X 1.2 X 2.08 )e z EX. GRASS TRAIL _X1 J 4. PRIOR TO REMOVAL THE CONTRACTOR IS TO IDENTIFY ALL MATERIALS, INCLUDING SURFACES, TO BE REMOVED 6 A) PIPES, WIRING, CONDUIT, ETC. QUESTIONS REGARDING IDENTIFICATION SHALL BE ADDRESSED TO THE ENGINEER. 0. 1/ X-0,38 X-1 09 X\-O.-7 5 -0. xi '4 X117 1.05 X1.11 xi.i 4 vo EDGE5. THE CONTRACTOR SHALL PROVIDE DUST PROTECTION AT POINTS OF DEMOLITION, AND EXISTING AREAS TO REMAIN. 6. UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR SHALL INSURE THAT ALL AREAS X0.- 2 X 1,07 -0 7 X-0,631 .94 X1 1� X 2.33 X 1.28 X1.19 xta 1 X 0.43 BE LEFT CLEAN. C_- 7. PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL SECURE ALL REQUIRED 0 n PERMITS, APPROVALS, ETC. FROM ALL RESPECTIVE DEPARTMENTS, AGENCIES, COMMISSIONS, ETC. X 1,09 X 1.37 X-0.23 0 X X1 18 X 2.49 X 1.48 X 1.29 X1.1E HAVING JURISDICTION AND SHALL SUBMIT ONE (1) APPROVED COPY OF SUCH TO THE ENGINEER. (f) I O 8. THE CONTRACTOR SHALL EMPLOY MEANS AND METHODS THAT MINIMIZE VIBRATION, NOISE, DUST, > 0 N / POLLUTANTS AND OTHER DISTURBANCES X 1,38 X 1,14 X 1, X 0.28 1. �5 0. X1.36 X 1.37 -�l 1-7 9 <2.. 2.11 X 2,70 X 2.74 X2. 4 X 1.60 X 1.3E X2A1 X .32 76 E X X 2 28 LX 9, THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR SPACES AND ASSEMBLIES 27 ADJACENT TO THE AREA OF OPERATION UNDER THIS CONTRACT. ANY DAMAGE OR DISTURBANCE r j j Q N-1 t�l 11 RESULTING FROM WORK DONE UNDER THIS CONTRACT SHALL BE PROMPTLY RESTORED, X 1.20 X1, 9 X OL 1 X A7 X 0.47 X-OAO X 0 31 X 0.45 0,60 X 0,73 X OM X 1,04 0.99 X 0.92 X 1.32 X 1.33 1.37 .32 X 1.0 X1,80 X1,19 0.41 r- REPLACED, OR REPAIRED A NO EXTRA COST OF THE OWNER. 0 10. ALL DEBRIS AND ADDITIONAL MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF 27 (IV 0 PROPERLY. > X U.k".I 1.45 X 0.23 X-0,03 X0.10 -0.02 -013 X-0.01 X 0.02 X0.19 X 0.33 X 0.51 X OM X 0.72 X 0.79 X. XO.70 XO.86 X 0.85 X 1.03 X 0.84 X 0 59 X 1,24 X 0.89 X1.10 X .49 X 0.5 X X /�t.02 PROTECT, REROUTE, ALL MISCELLANEOUS PIPES, CONDUITS AND APPURTENANCES LOCATED X LIJ THROUGHOUT THE AREA OF WORK. CONTRACTOR SHALL BE DEEMED RESPONSIBLE IF THERE ARE .11-1 DAMAGES TO THIS EQUIPMENT DURING CONSTRUCTION. ALL REPAIRS NEED TO RESTORE C) DAMAGED SYSTEMS DURING CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY AT NO X 1,41 X0 X 0.24 X 0,06 X-0.17 X-0.21 X-0,25- X- X-0,GIj X-0.34 X-0.37 X H02 8 X-0.01 X 0.09 \XO,19 X 0.31 X 0.39 6 X 0.37 X 0,44 XO.52 X 0.75 X 1.08 X 0.58 .17 COST TO THE OWNER. EX. WOODED AREA 0 TO BE REMOVED C14 26 27 SURVEY NOTES: X1.37 1.15 X 0.28 X 0.06 X-0.23 X-0,37 X-0.48 X-0.56 X-0.4�, X-01.58 X 0.62 X-0.55 X-0.40 >�-O 25 X 0.08 .04 XO.17 XO.34 X 0.57 X 0.62 X 0.33 X 0.90 X 0.59 X 0. 1 MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. � 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, LONG ISLAND 4- C\j ZONE. 27 4 X073 ------7%-r--o 0 X 0.2 UJU X U.'I U X-0.0C) X-0. I XU.UU X!,i/ AVIIJ U.0z A U.U6 X NO 1,00 X 0.77 X0. 4 3. ELEVATIONS REFERENCE NAVD 1988 (GEOID12A). 26 C7) 25 IF , 4 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND -0 1 v�^,/ SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE .................... - X 0.08 X X-,3.z,5 X-4.UL) X-4. X-4.26 Z 1 3U X-31 015 X 7(Aj X-7 4 7 �,,k- X-3777 X-3. 6 X-,-�,�)4 A Z/ X-3,09 X-2,9 7 7 X 0.44 X 0.01 .24 EDUCATION LAW. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S "EMBOSSED" OR "INKED" SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. X -I SILI`1 X-1 O'i Y-2 O�, WA.-�44 -1 �'S .4) X fio X-1 9 1 X-1 rW,/1 X-:11 X X X X-1 X K-1 4 X 0,48 X-0.16 -41 A V/ 26 x 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK Y PAWING' STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY S 38 02 7"20' W 573,42" TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE \N ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO 0 ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. NIF RECEIVED 'D THE NEAL J. CICHANL7WICZ TRUST AND 8. THE SURVEY CLOSES MATHEMATICALLY. AUG 3 2C22 1 -4- THE SARA CICHANL7WICZ I I (0 -- -1 -- --J (TOWN OF SL7UTHL7LD DEVELOPMENT RIGHTS) L Southold Toviti (DE VEL 0PED1 WEL L WATER) rn 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD SITE PLAN 0 DATE BY DESCRIPTION APPROV. BY C--) 0 0-1 SCALE: 1"=30' REVISIONS 30 60 0 1 Feet TOWN OF SOUTHOLD (N SUFFOLK COUNTY, NY E In C) U Cut SPORTS EAST RECREATIONAL FACILITY 0 Cut,/Fill Summary 0 Name Cut Factor. Fill Factor 2d Area Cut Fill ],let 0 � EG vs EG SLri.pped 1.000 1.000 231-201-55 Sc. Ft. 2825.80 Cu. Yd. 0.00 Cu. Yd. 2825.80 Cu. Yd.<Cut> E EG Stripped vs SG 1.000 1.000 231100.05 Sq. Ft. 3876.43 Cu. Yd. 6196.70 Cu. Yd. 2320.27 Cu. Yd.<Fill> OF NL EXCAVATION & REMOVALS PLAN Foundation Ex. 1.000 1.000 45, 500 Sq. Ft. 850 Cu. Yd. 0 Cu. Yd. 850 Cu. Yd.<CUT> JAI) G. 0 Totals 1, 470 Cu. Yd.<FILI,> L. K. McLEAN ASSOCIATES, P CNI .C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. ANYPERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED MD/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S c- UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. %HER SUCH ALTERATION ARE MADE THE PROFESSIONAL ENGEINEER MUST SIGN,S SEAL. DATE AND Drawn By: MF Date: J U N E 2022 DESCRIBE THE IULL EXTENT OF THE ALTERATION ON THE < DRAWING AND/OR IN THE SPECIFICA71ON (NYS M. LAW C3 U) SECTION 7209-2). rApproved By: RGD File No. 21039.000 1 1 /c S 38*27120' W 573,42' LEGEND: -77-=7-77� Y�7<I 17�1�77 \7 -xx`\,� 7 5 7�7­ < P X��X- ROPOSED ASPHALT PAVEMENT 7; 77;77�'7' 7�77, 7 -777-777,77\ ��7�77\77 X < I�P N, N 4 N PROPOSED CONCRETE SIDEWALK 0 5* M *0 � s -g7� m PROPOSED BUILDING 44, _2 "k -n� 1A M q zs X q q 0 0 Ix, PR04SED* & PROPOSED MULCHED AREAS Km�ff:-ORMER, & ------- ----- 7b 140 \%% Ix Mv\& 'N' PROPOSED EROSION CONTROL MAT mamN mL 0" 100V & nil N6. 1�k r * `:: PROPERTY LINE 100' SIDE YARD SETBACK:�: 4.. & N: m T. ,,!-17 77 1111 14 1 77.117 7,77-i i i i F I f7f i i I i-tlJ t m PROPOSED CONCRETE CURB 177 1 . % 11 im PROPOSED WHEEL STOP 7 r7 RN i a % p a PROPOSED HANDICAP PARKING 41 5\\�15 i7 N� =4 PROPOSED TRAFFIC ARROW PAVEMENT MARKING AN,2 L * ii mi- PROPOSED SIGN PROPOSED 2 STORY 1�7 �4 j Q.. 4� IF 459500 SF, SLAB ON PROPOSED DUMPSTER ENCLOSURE 0 GRADE INDOOR SPORTS Ru� COMPLEX (F.F.=28.50) m PROPOSED CATCH BASIN & Cb 'N a _41 PROPOSED LIGHT POLE 14 IL T, t: PROPOSED 4 PROPOSED TRANSFORMER SPORTS EAST RECREATIONAL FACILITY' SIGN OsEp 5< SOIL BORING LOCATION % 7� M�Tm VAULT k, X_ 4 1 N, ........... Lwll 326.0 .4 .0 .... ..... A CT / * k 7.4 W,_9mA_V-­ \q 6 m ma -Ilmai `10mbl L �A P OSLzD Rnk R& 414 o"1111 *EN40SURE' A" el ."'ANk c V PAVEMENT/SURFACE SCHEDULE n 1 51,11 Mm TINSIDE HEbTED % 4_1 -.lot -N1. SYMBOL SECTIO N/DESCRIPTION REMARKS AI k ,vm_ K\ ��tNt�\\, A10M 0 P 1j* TYPE 6 ASPHALT PAVEMENT t 24- TYPE 3 ASPHALT PAVEMENI 0 k 6" RCA PROPOSED ASPHALT PAVEMENT 311 ��d I Ed I Ed I 1=1 I 1�4 I 1 6* STA131LJZED SOIL cm t 11 L Iffilk. 7 L . . . . . . W a IN �X HYDROSEED AS SPECIFIED ON LANDSCAPING PLAN GRASSED AREA �7 �_777-,�;;:�� (ALL DISTURBED 7 4_1 7\ "�E'��2.�ET ACK 4'(MIN.) DEPTH OF TOPSOIL SURFACES NOT N' R 10 �S:D f:'�X I 11 4R,5TER EKCLOSURE� . . . . . . . OTHERWISE PAVED U ON COMPACTED SUBGRADE OR PLANTED) \1/M . . . . . . 0 0 % V ;x, A g7g 7 ;r­7 777t77 7-L-.;-7 M , M �'Z w'> N 'Z 0* %0 BROOM FINISH, STEEL TROWEL EDGE (UNLESS OTHERWISE NOTED) 4 X CONC. WALK >\ > /Z -17 q I 1=1 I C) 12 Lx V K­ e)(-x x )> �4x (35DO PSI) CONCRETE % < Pr,=1ri, COMPACTED SUBGRADE LIZ, S 38*27120' W 573,42" cr) 4* DEPTH OF MULCH 2U EDGE PLANT'ING BED (4* MIN. DEPTH) TO REMOVE ROOTS VEGETATION �VI`1341, -'311VND MULCHED AREAS COMPACTED SUBGRAIDE (3) I�=1 -11 El NIF 0 0 THE IVF-AL J, CICHAA10WICZ TRU,��T AND SITE PLAN THE SARA CICHAN-17WICZ SCALE: 1"=30' TJ WN L7F S17UTIVOLD -DEVELLIPMENT RIGFITS) RECEIVED 0 30 60 (DE VE'L LIPE'fl WEL L WA TER) SITE. DATA TABLE Feet AUG 3 2022 1 SUFFOLK COUNTY TAX NUMBER(S) 1000-075-01-6 (TO BE SUBDIVIDED) Southold To��_n Q) 2. ZONING CLASS AC TEST HOLE BY MCDONALD GEOSCIENCES Planning Board GO ON 4-7-2022 3. AREA OF SITE 5.33 ACRES (232,174.8 SF) 0 27.0 Brown Silly barn OL n 4. INTENDED USE OF PROPERTY RECREATION 26.5 05- PARKING REQUIREMENT (LOT 2) SANITARY FLOW REQUIREMENT (LOT 2) U) 6. DATUM U.S.C. & G.S. OR T.O.B. U.S.C. & G.S./NAD83 (HORIZONTAL) & NAVD88 (VERTICAL) RECREATIONAL FACILITY 1 STALL/300 SF GFA ALLOWABLE 600 GPD X 5.33 3,198 GPD 8/1/22 MF j AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD 0 Brown irid grayi7r;bm.wn 6iil ML COURTS 5 STALLS/COURT REQUIRED 15 GPD PER STALL DATE BY —T DESCRI PTION APPROV. BY 0 7. DEPTH TO GROUNDWATER 23' 15 GPD X 131 2,085 GPD REVISIONS BLDG SF CALCULATIONS ZONING COMPLIANCE TABLE:� LOT 2 (RFZ) 22.0 5' GROSS BLDG SF = 45,500 + 2ND FLOOR MEZZANINE 0 ALLOWED (REQUIRED) PROPOSED GROSS BLDG SF = 45,500 + 7,100 = 52,600 SF TOWN OF SOUTHOLD MINIMUM LOT SIZE 80,000 SF 232,174.8 SF BLDG SF = GROSS BLDG SF COURT SF CALCULATED TRIP GENERATIONS SUFFOLK COUNTY, NY BLDG SF = 52,600 - 16,500 31,240 SF E -U, MINIMUM LOT WIDTH 175 FT 401 .16 FT 0 0 SPORTS EAST RECREATIONAL FACILITY (x. Q) MAXIMUM LOT COVERAGE 20% (46,173.6 SIT) 19.60% (45,500 SF) 45,500 SF RECREATIONAL FACILITY c'\J1 ­-, YeIiOW10 broWn finEf 10 MedUM Sand SP IIJ I 0 PARKING REQUIRED WEEKDAY AM = 154 TRIPS k­ 0 MINIMUM FRONT YARD SETBACK 100, 100' 1 X (31,240 SF/300) 105 STALLS WEEKDAY PM = 198 TRIPS I Q), MINIMUM SIDE YARD 50' 154.6' 5 X 4 (TENNIS COURTS) = 20 STALLS PROPOSED SiTE PLAN I CALCULATED AS PER INSTITUTE OF OF NEW,;, E MINIMUM REAR YARD 50' 127.4' TOTAL = 125 STALLS TRANSPORTATION ENGINEERS TRIP GENERATION 1 1TH EDITION !AD G.,0 MAXIMUM BUILDING HEIGHT 35' HIGH 32' HIGH PARKING PROVIDED REGULAR STALLS 124 STALLS L. K. McLEAN ASSOCIATES, P.C. CN TO RESIDENTIALLY ZONED PROPERTY 100' 103.9, CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 k :10.0 1 17' HANDICAP STALLS = 7 STALLS TION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. THE EDUCA Q) PUBLIC/ PRIVATE RIGHTS-OF-WAY 50' N/A TOTAL = 131 STALLS C-1 (HIGHEST EXPECTED GROUNDWATER EL. 5.0) ANY PERSON FROM ALTERING ANYTHING ON THE DPAWNGS Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS rrS 56985 ANY PROPERTY BOUNDRY TO UNDER THE DIRECT10N OF A LICENSED PROFESSIONAL _c ENGINEER. WERE SUCH ALTERATIONS ARE MADE.THE GO PROFESSIONAL ENGINEER MUST SIGN. SEAL DATE AND Drawn By: MF Date: JUNE 2022 PARKING/LOADING AREA 50' TEST HOLE DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE 50' C4 < DRAVANG AND/OR IN THE SPECIFICATION (NYS ED. LAW N.T.S. SECTION 7209-2). Approved By: RGD rile No. 21039.000 LEGEND. S 38•211' 0 w 573.42 PROPERTY LINE \ PROPOSED CONCRETE CURB I N� 25 24 2 1 N 2� / / -�"°°�- PROPOSED 8" HDPE ROOF DRAINAGE PIPE �" f � �- ---- --- r OBI / 27_� fr O� RAIN GARDEN B r� o� '` �.. N � � � / tl 28 ��/ ��/ � / \ / a) PROPOSED 100 LEACHING CATCH BASIN 24 25 - / !■■ PROPOSED 15" CPEP DRAINAGE PIPE B.C.=27.54 �'' {____c�� �. _ `� PROPOSED WATERSHED LIMIT T.C.=28.50 f B.c.=2s.00 cB9 Ul_ t s PROPOSED SANITARY PIPE 1 T.C.=28.3 L J 27 J T.C.=27.67 J T.C.=28.2a CB7 T.C.=27.41 B.C.=27.17 CB10 B.C.=27.7$ _ / B.c.=27.8 \ I B.C.=26.91 T.C.=28.23 - PROPOSED 2" DOMESTIC WATER SERVICE C.=28.50 T c-2s 22 T.C._28.21 T.C.=28.21 B.c.=28.71 T.C.=28.21 B•c•=27.73 ® 1 25 zs �� -�•- PROPOSED 4" FIRE SUPPRESSION WATER SERVICE / B. 28.00 T.C.=2 .31 ,� - I B.C.=27.71 B.C.=27.71 B.C.=27.71 _ ® CB131 2 24 B c= .81 / B.C. 27.72 v - T.C.-28.24 B. . : $ 3 1 / -e PROPOSED U.G. ELECTRIC T.C.=28.24 T.C.=28.24 B.C.=27.74 28.20 T.C.=28.42 T.C:=-28.24" '-B•C.=27.74 B.C.-27.74 T.C.=2$.24 .+ PROPOSED LIGHT POLE tt�, ► B .70 / T.C.=28 0 / B.C.=27.92 B.C.=27.74 B.C.=27.74 B.C.=27.76 I B.C.=2$00 \ T.C.=28.42 T.C.=28.42 T.C.=28.36 T.C.=28.21 ( ON / n B.C.=27.92 B.C.=27.92 B.C.=27.86 B.C.=27.71 I j t PROPOSED TRANSFORMER T.C.=28.42 T.C.=28:42 - - "'r'" ---- ce12� RAIN b ♦ f : / ,• f LT.c.`2a.42 % ' �fc. 28.42 i . i i ;' T.C.=28,42� �' f / i : ,% 7 7 / ..r ,' L I n--, LIGHT POLE ® ♦ a.c.=28.42� B.c.=27.92 B.c.=27.92 B.C.=27.92 I A R D E N // ^ -o- UTILITY POLE UTILITY LIGHT POLE t ® / 0 TRAFFIC SIGNAL POLE T.c.=28.11 i ( Ol / y C� SANITARY MANHOLE �? B.c.=27.61 `_/ // in GAS VALVE T.C.=27.43 j T.C.=28.36 ( / �s �' SIGN ( � B.C.=26.93 T.C.=28.30 B.C.=27.86 B.c.=27.$0 CONIFEROUS TREE =2 .08 ► tea DRAINAGE MANHOLE 'C.-27 8 PROPOSED 2 STORY, / i 26 // ! RECTANGULAR DRAIN INLET 28 45 500 SF SLAB ON i /^ T.C.=28.7 N 01 ROUND DRAIN INLET B.c.=28.2 T.C. 797 / GRADE INDOOR SPORTS \ I Iv G'.� �s / C, tr FIRE HYDRANT B.e.c.=aa. 1 T.C.= 7.5s 7 `� '� B. .=2720 ; COMPLEX F.F.=2 8.5 0� ' I �N w WATER VALVE f cBs/ C WATER METER T.C.=27.40 i 1� N / j 4 ,, p TELEPHONE MANHOLE ( / B.C. T.C. 8 \ �26' I °' // �•,� DECIDUOUS TREE B .=26 8 / T.0 2 . 9 ,c B.0= .69 f T,:C.=27.80 B.C.=27.30 cy� T. .=28.63 / T.C.=28.07 / �J Q � B .=28.13 T.C.=28.36 B.C.=27.57 ( / Q �_- ► AETER VAULT B.C.=27.86� ( / t4 REQUIRED DRAINAGE CALCULATIONS: PROPOSED DRAINAGE CALCULATIONS: T.C.=28.37 T.C.=28.37 T.C.=28.37 ,�-�� t N Q � Q p_ e.c.=27.s7 B.C.=27.87 B.C.=27.s7 =27.57 a C81 THRU CB5 BASIN A (^C61 THRU CB5) / / / \ 8.t5 CB11 ._ �� �� �O IMPERVIOUS (ASPHALT & CONC.) = 39,868 SF B.C.-2 \ h C=(39 868 X 1)= 39,868 8,623.83 CF REQUIRED c7' \ -c- -c-c-;--c. -_ -c Zg-3?c T.C.=28.38 v ! I ,y� 0'" 39,868 X 2" _ � 12 RAINFALL - 6,644.67 CF CAPACITY IN BASIN = 6,382.8 CF B.C.=27.87 B.C.=27.88 T. .=27.96 b / ( )- ° T.C.=28.15 B.c\=27.4 b C1 IMPERVIOUS (ROOF) = 11 375 SF (4) 10'0x10' DEEP LEACHING POOLS = 68.42CF/VF X 40 = 2.736.8 CF PROP ED RPZ - « , I INSID HEATED T.C.--28.24 _ r- - / I--DROP CUR B.C.=27.65 TOTAL DRAINAGE PROVIDED = 9,119.6 CF _ p\ I ` ► h ti C=(1 1,375 X 1)= 11,375 T.C.=28.37 T.C.=2s.37 t h QC Z 11,375 X 2"/12" (RAINFALL)= 1,895.83 CF I E CLOSURE B.C.=27.74 27 - LT.C.=28.37 �0 O r" t .. / T.C.=28.37 B.C.=27.87 T B.C.=27.87 T.C.=28.17 T.C.=27.81 h - ! B c-27$7 _ \ a Q 1 394.83 CF REQUIRED 7D I c'- l DROP CURB DROP CURB Q CB6 �� � �. �` / 1 e. . 7 � _--- __„ B.c.=27.31 PERVIOUS VEGETATED = 5,000 SF , B.c.=27s7 B.c.=27.s7 (VEGETATED) r �' C.=28.58 T. .-2$.43 ' / C= 5 000 X 0.1 500 v c.=zs.o8 B .-27.93 i ( T.C.=28.17 T.c.=2$.17 T.C.=27.66 T.c.= a.2o y fr) ( � )_ (2) 10-OX11' DEEP LEACHING POOL = 68.42 CF VF X 22 = 1,505.24 / g& I B.C.=27.67 B.C.=27.67 B.C.=27.16 B.C.=27.70 T.C.=28.19 �� Q Q 500 X 2" 12" RAINFALL)= 83.33 CF / ( / / �'? • ( TOTAL DRAINAGE PROVIDED = 1,505.24 CF �7' I ,� \ 4 y TOTAL STORAGE REQUIRED = 8,623.83 CF ,`� T.C.=28.39 i T.C.=27.74 T.C.= .72 , T.C.=27.66 v PROPOSED B.C.=27.69 \ �? T.C.=28.24 B.C.=27.8'9 r'i B.C.=27.24 B.C.=27.74 \ B.C.=2 2 T.C.=27.52 T.C.=27.52 B.C.=27.16 SANITARY SYSTEM r' J \ B.c.=27.02 B.c.=z7.o2 � � ____ BASIN B (CB7 THRU CB10) T.C.=27.64 rL'I CB6 L ® T.C.=28.25 T.C.=28.22 \ T.G.=27.73 , T.C.=27. \ T.C.=27.63 B.C.=27.14 \ t c� }!1 r B.C.=27.1 / T.C.=27.49 �o t L1 IMPERVIOUS (ASPHALT & CONC.} = 7,500 SF 5,125 CF REQUIRED Wt .=27.75 B.C.=27.72 C.=27.23 B.C.=27.13 I T - B _ 27 ) C= 7,500 X 1)= 7,500 v) �� B.C.=26.99 r'� T.C.=27.43 �! ( ) CAPACITY IN BASIN = 3,974.9 CF f {tJ - 27 T.C.=27.18 T.C.=27.18 f p� r B.C.=2ss3 / I 7,500 X 2"/12" (RAINFALL)= 1,250 CF (3) 10'bx10' DEEP LEACHING POOLS 68.42CF/VF X 30 = 2,052.6 CF PERVIOUS (VEGETATED) = 8,690 SF TOTAL DRAINAGE PROVIDED = 6,027.5 CF C ` J ( T.C.=2a.10 - 52 B.C.=26.68 B.C.=26.68 { T.C.-28.14 B.C.=27.60- T.C.=27.57 B.C.=27.02i T.C.=27.41 / CB5r )_ + B.C.=27.07 i B.C.=26.91 ° C=(8 690 X 0.1 869 I C.=27.64 „ cP T.c.=27.t4 r�.. / T.c.=26.94 869 X 2 /12 (RAINFALL)= 144.83 CF BASIN C (CB11 THRU CB12) v B T.C.= 4 T.C.=27.51 T.C._27.14 B.c.=2s.s4 T.c.=27.3s cQ 17.40 r p 1 T.C.= 30 e.c.=2s.44 TOTAL STORAGE REQUIRED = 1,394.83 CF ► \ ` B. .-27.04 B.C.=27.01 B.C.=26.64 B.C.=26.89 �•C.�16.90 `r/ B.C. 26.80 T.C.=27.16 t 5,441.25 CF REQUIRED c� ► T.C.= CB1 1 I C82 a CB4 B.C.-26.6s T.C.=27.0�- -1 1 CB7 THRU CB10 CAPACITY IN BASIN = 4,657.77 CF '� B.C.=27.69 �--1 I B.C.=26.55 cn L Q T• 7.1 r-1 N IMPERVIOUS (ASPHALT & CONC.) = 19,320 SF (3) 10'0x10' DEEP LEACHING POOLS = 68.42CF/VF X 30 = 2,736.8 CF -e-c-� -mac-� I d1 T.C.=2s.o2 C=(19,320 X 1" 19,320 TOTAL DRAINAGE PROVIDED = 6,710.37 CF I 320 X 2 /12 (RAINFALL)= 3,220 CF \ \ ` B c-27 5 25 IMPERVIOUS (ROOF) = 11,375 SF C=(11,375 X 1)= 11,375 11,375 X 2"/12" (RAINFALL)= 1,895.83 CF �- bQ ' ;t�, col 1 \ f o} \��� RAIN GARDEN A of ti� of t PERVIOUS (VEGETATED) = 550 SF / 1 C=(550 X 0.1)= 55 \�o , /L�1� \ 23 24 f 55 X 2"/12" (RAINFALL)= 9.17 CF TOTAL STORAGE REQUIRED = 5,125 CF ul; :: x.. N f CB11 THRU CB12 S 38.27'�0" W 573, c?' _ / IMPERVIOUS (ASPHALT & CONC.) 9,495 SF ..�------ „-�� �- � ` C=(9,495 X 1)= 9,495 co . � 1 < _l _._`l .w �.. 9,495 X 2"/12" (RAINFALL)= 1,582.5 CF x PERVIOUS (ROOF) = 22,750 SF 0 o ....._ .. - - _.._.-_..._----......._._ -..._._,__..._.._ -_..._._.__.---�---__...... ..........-.. .._...-_-_.._.���� - � _ � C- 22,750 X 1)=„ 22,750 22,750 X 2 /12 (RAINFALL)= 3,791.67 CF NIFTHE NEAL J. CICHANDWICZ TRUST AND _�...��_.... -.._„� �.~� PERVIOUS (VEGETATED) 5 4,025 SF C= 4,025 X 0., = RECEIVED v ""-AIVVVICZ . � � 402.5 X 2"/12" (RAINFALL)= 67.08 CIF _ v (TOWN DF SDUTHULD DTHE SARA EVE�PMENT RIGHTS) AUG 3 2022 1 -- `- ` .` TOTAL STORAGE REQUIRED = 5,441.25 CF -- (DEVELOPED/WELL WATER) j v `. Southold Town Planning Board G� L 0 SITE PLAN SCALE: 1"=30' 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD C, DATE BY DESCRIPTION APPROV. BY REVISIONS 0 0 30 60 Feet TOWN OF SOUTHOLD SUFFOLK COUNTY NY F cn SPORTS EAST RECREATIONAL FACILITY �\ v 0 � cl ,0 0 NEWy GRADING AND DRAINAGE PLAN G ��o�u G. L. K. CLEAN ASSOCIATES, P.C. r CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 r C\i v THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ''• � J /► Sheet No. CD ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 144A X4 Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS �LErS$S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WERE SUCH ALTERATIONS AREv' PROFESS04AL ENGINEER MUST SIGN, SEEA."o TE AND /�}t'�� �®`�1 Drawn By: M F Date: J U N E 2022 5 /: DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE U, DRAWING AND/OR ECTIONS72 IFICAT1oN (NYS M. LAW Approved By: RGD File No. 21039.000 LEGEND: S 38'027"20-f W 573,4 3 — j I ---- PROPERTY LINE — — — — — — — — —— — —— — — — —— ———— — ——— — — —— — — — — — ———— — — — —— ——— —— — ——— — - —— — ——— — ——— — --- PROPOSED CONCRETE CURB —a'HDPE— PROPOSED 8" HDPE ROOF DRAINAGE PIPE 0�1 RAIN GARDEN B —0\ —0\ PROPOSED 15" CPEP DRAINAGE PIPE Rj PROPOSED CATCH BASIN PROPOSED —— — —— — — — — — — —— — — —— ——— ————— — —— —— — ——— — ——— — — ——— — — — ——— — — —— — PRIMARY ELECTRIC E Im. E E W U SERVICE Ld U O� PROPOSED 100 LEACHING CATCH BASIN Q PROPOSED SANITARY PIPE —w— PROPOSED 2" DOMESTIC WATER SERVICE _ F9 PROPOSED 4" FIRE SUPPRESSION WATER SERVICE E— PROPOSED U.G. ELECTRIC 0\ PROPOSED LIGHT POLE —8 8-'HDPE---8"HDPE PROPOSED TRANSFORMER HOPE-- FE RAI N ._tz� /* 7/* /* /* C GARDEN LIGHT POLE UTILITY POLE cT UTILITY LIGHT POLE —0) 0 TRAFFIC SIGNAL POLE SANITARY MANHOLE GAS VALVE 10 SIGN PROPOSED 2 STORY, CONIFEROUS TREE 0 DRAINAGE MANHOLE 45�500 SF, SLAB ON GRADE INDOOR SPORTS C-) W!", RECTANGULAR DRAIN INLET 01 ROUND DRAIN INLET zi FIRE HYDRANT 1'6- COMPLEX (F.F.=28.50) Cb WATER VALVE Al (11 n 0 WATER METER PROPOSED t 17 SCWA MAIN • 0 TELEPHONE MANHOLE EXTENSION DECIDUOUS TREE PROPOSED 4" FIRE to PROPOSED SERVICE `5 4" TAP (TYP Si C-) I- FS V F-F \4 -b t�zl W &—E E 9 .0. E M= -ems mmm E mim Emm r7 PROPOSED -_—-&- WATER METER T I I IN I I INSIDE OF PROPOSED 4 ^ b - DT-201 RPZ INSIDE (0- L WAULT OF "HOT BOX" \_0 0 ENCLOSURE 0) O PROPOSED m 4" DOMESTIC ti m PROPOSED WATER SANITARY SERVICE I SYSTEM z (TYP-) P, ti to'; 4_1 .1 0 0 0 C7) C_ DUMPSTER 0 ENCLOSURE Frm7m 7 Fr7m FM7 n E E E E E cr� M —— — —— — — —— — — — —— — — ———— —— — ——— — —— — — —— — —— ———— — — —— — ——— — — —— — — U 0) 0) 0) 0 RAIN GARDEN A > — —— — — —— — — —— — — —— — — —— — — — —— ——— ———— —— —— — — —— — — —— — — —— — — —— — ——— — ————— — — — —— — — —— AR'L _-RY PA U) S 38'027"20'r W 573,42" C111 GO 01 0 NIF THE NEAL J. CICHANGIVICZ TRUST AND RECEIVED THE SARA CICHANDWICZ Q) (TOWN LF SWTHOLE DEVELOPMENT RIGHTS) (BE VEL OPEDI VEL L WATER) AUG 3 2022 - 4- (n L Soutld Tovir, Q.) SITE PLAN Planninhog Boar-' CrIl SCALE: 1 "=30' -4- k 0 0 30 60 ..n UTILITY NOTES- Feet cr) 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD 0 1. ALL UTILITIES SHOWN /ARE SCHEMATIC AND SHALL BE COORDINATED DIRECTLY WITH THE APPROPRIATE UTILITY COMPANY DATE BY DESCRIPTION APPROV. BY 0 2. ELECTRIC PRIMARY (UNDERGROUND) AND TRANSFORMERS BY PSEG REVISIONS 3. TRANSFORMER CONCRETE PADS BY SITE CONTRACTOR 0 TOWN OF SOUTHOLD 4. SEE LIGHTING PLAIN FOR SITE LIGHTING 5. WATER MAIN — SCWA SHALL INSTALL ALL SERVICE TAPS (FROM WATER MAIN TO METER VAULT) AND METER ON SITE. SUFFOLK COUNTY, NY E lr' 6. THE CONTRACTOR SHALL INSTALL METER VAULT, RPZ'S, RPZ ENCLOSURE AND ALL WATER SERVICES ON SITE (FROM METER VAULT TO BUILDING) SPORTS EAST RECREATIONAL FACILITY 7. WATER SERVICES INSTALLED MINIMUM 54" BELOW GRADE FROM THE BUILDING TO THE CURB. 0 0 8. ALL WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH I -� Of NE 10. WATER SERVICE SIZING: A,, o y V_ DG. UTILITY PLAN F n 10.1. F1!:RE — 4" C\1 " 10.2. DOMESTIC WATER 4" L. K. MCLEAN ASSOCIATES, P.C. ac 3- CL_ CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 _T THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS �?�1 JC,% Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED 0 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WERE SUCH ALTERATIONS ARE MADE.THE GO PROFESSIONAL.ENGINEER MUST SIGN, SEAL. DATE AND Drawn By: MF Date: J U N E 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW C6 SECTION 7209-2). Approved By: RGD File No. 21039.000 ' S 38*27'20°' W 573,42' -''� 3 no .,, _ p _ _ _ _ _ _ _ _ PROPOSED LED AREA LUMINAIRE, LITHONIA cc + +pp so .... +oo tco 00 ..� +" +co a no +,cam' too pp +" too DO +°° D 15 +00 t +0 0o 4 +on DO + +oo LIGHTING MODEL + cc + 9c + 00 +` oo + oo + 00 + p0 s� +00 p0 + +°° + 99 / DSX1-LED-30K-M VOLT-SPA-PIRH +90 00 + no + np + pp to,o + op oo CONTROL-DBLXD + - -3'-- - - - -- -'t"- --')n- - -- - - -- -I" - -,rc- - - --- --I•- - �o-- - -- - -*Q'Q - -nt^--- - - - °°'_ - -- �� +pe pp + + c +90 no �°° - -00 + oc + o + oo + 00 + + °'c + op FULL CUT OFF AS MANUFACTURED BY 40 pr + +oD/ + oo + 0c• t no + nn + oo +o.o �+ 90 on + o,o + on OD + +oc 00 +' +oo DO + +9p OU +°C +o0 00 + +°'0 +a° 00 t tpp +°° +o°/ LITHONIA LIGHTING OR APPROVED EQUAL + GO t 00 + DO + 01 +t°1 90 f t }°o n° � + +°0 oc + +c° pp .1 +aa °° t +00 pn 4 +01 01 + + p- +°o + °° + J c0 t cl + 01 + op + oo + °.o + + o° + r.•n + of + 00 + oo + no + 01 +n °° }°° °° + o0 t 00 + 01 + oo + o0 •c0 ° + +op D1 + +CI 01 + O 490 U0 + +o0 00 +' tco Ct' oo + +pt 01 0 +°1 +o, n t °o +, +°0 °oPROPOSED TRANSFORM'�R � °z + a1 + o, + n, +°0 + of , + t0C pp + +00 +oo o° f n, + n, + c, t o1 + 01 +01 of + +°7 + °0 + t°0 00 + +oo no h oo + p1 t at t on + p1 + oz t01 +� 0° + oo +° + D (TYP.) + n1 t a, + a1 + 00 + PO D1 + +02 a1 +02 +G2 01 + 400 +00 + +°° on PROPOSED 4" SQUARE STRAIGHT Op * 03 + r2 + 02 +' )2 + 02 t 01 + too 4 °.° p.o + 02 �= - - -- - - -+ - 1-- - - -- - - �- -6..t_ -- - - --- .�-- 0a + oa + a° + ALUMINUM POLE MODEL W - - +L`- �° o^ + p, 02 oq +°' - +02 03 -+-+- ;+CT -+03 - - - -+�f^ - -+fiA- - -- --- t °° oC + np +oa +nD #SSA-14-4C-D BY S M NIUFLCUREDHTING O -_I 00 no + t°8 n6 40' 0a +` ca oa + t °4 +' 09 + °q + o.o +' Z 0 r` + +2 05 +' t0s n6 + +03 C2 + + 01 9a 08 + +oa 06 + °° D C i 90 +° 0 t +1 + os + z + t o3 + z1 99 00 + + too '_I O M + 95 B3 +12 11 B5 + +p.s r6 84 + ' +06 D6 +,. : B6+13 09 : +: +,a B7 +... 17 BB +24 ao E1 + 4 0.0 +°o z z rn +0° b no + +°s ,s } 13 +' ,c + 07 + pa is +1.9 +14 1? + z° } 7 4 1.3 I �� __ +°° +°0 00 I (n I- + of t 2 + z0 t 1.7 t ,1 + + 13 + oo _ + c3 4? 1s + to + ,3 + 17 + s + �+ oo t too pp + +07 15 + +1z 11 t' +1.1 0 + tns 08 + +t1 C6 +' +z1 I6 +t3 +17 + / + +0° `Op = � C + I +o, D2 + +21 9 } +14 16 +' +12 13 + tog t oa t 14 +75 +' oA + 90 M 11 + 1' t ,2 +i3 19 + 400 +oo DO + +oo M Z +na 0 + os 1t 16 +' t14 +11 t1 + +11 +10 D9 + +09 +oa 07 + +" +op 07 +.� ti7 t17 1q 12 + 11 +,e t,4 +1z +1a + +..2 -: +'s � tot + }"- pp � � � + +01 3 + +le 5 +' +tz + +" + +°B c9 08 + +°5 +,2 14 + + + . 17 t1B ( tp° +00 1 + M M +On DD +` : +06 15 +' +12 ,° +99 + 07 t' /-\ + +a. 02 + +1 15 + +10 p9 +08 +09 08 + to7 +' 0.7 + +07 +07 + +t3 ,1 + 1 +0 00 too 00 HANDHOLE oo + +°`' 09 f +1z + o t C7 + 07 } 11 + +10 0p + +1.4 I + 00 l+ 4O0 � t +07 +C1 p3 '� +1.5 +13 72 t09 +°e +°6 7 + +07 +07 +07 + +°6 F O6 + +°a +06 p + +'D t'n D.B t 09 tt0 ' + 10 p1 + +°n +°0 DD `�O • a 4C0 D + +°6 1.5 + +°y P7 +05 n6 +p5 +05 + +°S Cc + }08 07 + .}°B 7 � +12 +1.1 70 I + t0.0 O+1D / t \ � +0 1 +tl 1 0 4 + z .° + }°° p 6 + +0,5 ,26 t9 5 +C 4 .04 +'" t°5 +0 4 O 6 + tG 7 +9 8 +0 8 t1 0 7 1 + t0 4 1 +0.1 +0.0 ' +•p p + a9 tPa +" to 0 n 1 t t1.5 +1 3 D D +e t0 5 p 5 + +0 5 t°4 p a {'C 4 D 3 + +°4 0,4 - o a + i'0 8 +1,° + + I O 1 +0 0 OB + pp P r .1 t +02 OS B2 + / + / l 0/3 0.3 + + DO + +°• t0° +U 1 03 +1.6 C +06 l" f / f/ � � f`f' / f J / ,;' .' y,J' f rf' .. % t'Y % / / / % � / ./ ,'' � l`� e�� ! ✓''" / I'� / :'i �� / . f ,�f � /J '. +° +0.6 ta9 + +09 t0.a I DI t +R0 � }C0 :0 00 1 + r7 +08 +08 0 I + +°° too I GROUT + teo +r0 1 t +t8 + r ;' +a cs +• 02 00 --- - P. j 0 +` +tz °s 4c1 oa Da to.a tog +°4 I + tooE�j I I III-I • - t � t + p7 +°' +93 04 +' t09 71 +00 +00 / 00 I I I-I O d 00 } '+'C +02 06 + �'S f/ + �i 400 + o +°° + +°° p9 tnt +° + c7 t96 + +° q +ca +93 +oa + oa +ps toa +1.a +07 +I o.1 +a.1 0+p.0 +oo +Do + �� GALV. ANCHOR BOLTS W/ ' rq\ tc° D0 0L HOT DIPPED 0 + +°1 +06 + 06 +3 r + +06 11 101 + +00 DO I "L" BEND (IYP. OF 4) eo a + +00 +or. +06 +04 +oa fi / oa +c3 tos 07 41 +1 +°fi t01 + /tao + � a 0 + n5 03 4 12 C6 t +0.0 top'! 4X4-W4.OxW4.0 4 4P 0 + 94 +93 03 + WELD WIRE FABRIC +0 pp + +°d +04 C3 t % + 64 a Oa + +°8 t1.o 02I tpp +00 1 +D0 o REINFORCING OR EQUAL' O + oo + 03 + 94 t oo too pQ + TYP. CO c0 +90 +01 t + t04 4P +03 +n. �} +p2 PROPOSED 2 STORY, + t°a + n5 +°6 06 4- 1 p + t + pp °a 45 500 SF SLAB ON a } 40E 98 1+ +°° +90 I PROPOSED 3,000 PSI 00 zU re t +0a +0z ! ! + 06 4 05 + +01 I +pp on I +po ,0 CONC. BASE a + +3UD2 26 } D +' 04 + ° GRADE INDOOR SPORTS `` 3 2 + 04 + +06 + ° +? 1 4 t G + p q +° L.1 t G+o0 26 + +07 + + os !! +co 00 + 07 0J + C3 COMPLEX (F.F.=28 50) 13 } 04 + + % op + t6 + C�4 + 05 +°R +C2 pD O + M(� +cn 1 + �os 07 +' /` • + +0.5 06 I + +°G 00 00 d EACH LIGHT POLE SHALL BE v 14 +19 t,1 +n6 +s` + +05 +03 r2 r` +°d +03 04 Os + +07 +os +pt +op tpo + �o INSTALLED W/ PULL BOX 4 + + p4 II +°D AT BASE. III �JI + 1G +07 Oe f� ,"'' +03 03 + 01 I 1 + 09 1p + +n.3 i CO + to4 OS } no p7 /+9.p DD o ,.2A +C7 97 + t09 +)G 04 + 03 +03 p6 + +°? t }91 + + O t � 10 p2 +01 I+C4 na +16 +' U7 } t07 t00 00' D6 pa +09 1 + na TYPICAL FIXTURE & BASE DETAIL PROPOSED RPZ INSIDE + 06 B11 y + 93 p4 8 °t + GU + 1G t' U2' t OB I + t /+00 HEATED ENCLOSURE + t02 oz � +1,3 07 + q } +°9 1 00 n1 } tpa +Ca +17 + '+'4 +0,2 + t04 4P5 07 + + 1 t0a I +C1 ,�,°�� +oe +° O N.T.S. PROPOSED WATER +` 9+ ° 0 5 4 + +13 METER VAULT +90 n + }03 +12 + 03 0^ + tos D6 + 89 I+0.2 OD +10 +99 tl� + +° p +° +n2 + +05 +n5 p7 } +0B l + P o an D 4 Ca + o +95 °3 •' f %' / f f / •� ! ✓' / / f f / f ..� / ./ / / / ` �f�." +o. 06 + too +90 1• t oa + 92 r f' ,, / .f i / / / 41 ,."' ,.� :¢ / + 96 08 t •��oo 00 O + 05 t 12 + 10 4 . / • +00 DD + t°a +C Oq + tG1 +°4 0 +U t� +02 03 + ,h08 +pG 03 , }0E MD 4P+ t0a t 13 t + p3 / \ + °? t °9 t 04 J_ J..+ J.. p„A_ J_ J_ ..!_ + .L 1 •,y °5 + 10 + 01 + 00 +07 06 a +' + + °9 + }°'0 po Luminaire Locations 09 C4 00 + p1 CO •F +91 +05 03 + +1.3 9 + O6 1. }°'� 19 + 6 08 + +24 +1.4 +pa t Location O7 11 n9 + +00 00 + +o r, n0 + +ce + 07 + oa + 1 + 06 t2 ,2 t" p + +` of t96 + 09 t n7 + ,a oa + +08 ,s + +09 p9 + + 12 t +. +0 4 494 + +t 5 1 3 + +0 7 + 0 1 9 + +°a 0.2 + �• _ 67 pa + 1a + °E +05 D6 + 41 0+1.4 O + +72 16 + t. °1 = No. Label X Y MH Orientation y h ° +00 V t +°° +p6 06 + +os tp7 + +°e + t s + 1s 09 + +a0 °� 1 A 1409889 324310 20 308.66 10 + Os t n9 + na 10 4P oa .3 + +0 9 1 0 +0 4 +°q t }1 7 +°B 0.7 + +8 7 -4 8 t t°7 +0 5 D + +1.1 +1 2 +' t1.p t 2 t + n 7 + + 4°'0 O1 + UP 4.96 0'7 t 08 +10 09 +5 O6 +°9 °9 + }ta t4 4' }05 +00 05 + 09 , O6 or + 07 + 08 „ }02 0t a 2 A 1409949 324387 20 310.6 U ti a On } 13 + +°a 74 + +°R 07 + +°7 07 + }r +' oB + 0 +' 07 + 0° +c° +c1 DS + +'t +e7 04 + n + 05 + c7 P6ROPOSE�A LOCATIC+�,OF SANITARY SYSTEM +°1 O o7 O + +'2 + DS + p 3 +' °7 +' os + n, t` 06 -� + °7 + ,., +03 D1 + = Q 3 A 1410013 324467.9 20 307.38 '',, j + n7 0' + +°s °s + t08 Os + +°7 07 O O + +08 00 + +°8 + y 4 A 1410082 324554.6 20 308.16 L� � +01 pi + '+'14 t14 +10 p5 + +'Oa +0.5 tl6 t +'' t06 DB +' +05 0 6 + t0.7 //�� + tto UB t°5 +°4 t0o +0° 00 t }' 04 a + +OC +OB t +05 pg + +0.9 06 t tCG p' 0 •Y� 407 08 +' +p8 p6 +01 t01 0 p5 + p6 + p6 +° 06 + 0 1 B 1409801 324275.8 20 45.85 + _A +°0 +00 +ot +te +13 6 'F t° +os + �7 + 0s t °s t r- 07 +oB +OB +' 02 too + 20 +' 05 +°6 O6 + +07 G + 406 O6 06 + +p7 6 +' 409 10 +0.8 +O6 p4 +01 OD +ao DI 1+ +16 11 + +or 09 + +oe 10 +° to7 p + toa to +06 O o7 + +11 q L` + 02 + +°0 2 B 1409670 324422.7 20 53.31 -f-' +oo �t.J Dp + +03 1r 41 +°' 10 + +07 0 t t10 71 + +07 10 + +10 7 + t1.t 13 r 0.7 +°' e + + ns + 1.0 + 12 Os +' toa 0 49.1 +o0 3 B 1409648 324483.8 20 130.09 ton 01 +' +, C9 + +12 + t1t 4 + 7 07 o9 + t13 +ta 09 t 0 +°8 +10 6 413 +12 + s + 0'1 } o.o 4 B 1409733 324589.3 20 131.41 + +es ,a + +10 14 + 'r o7 + +15 1a + + 1.a + oG + ,7 0B +' + o, 1 +DO +0n 01 + +14 t,t + +1 C. +1A 0 + +10 +15 10 t +Q9 +cs 07 + +17 +17 11 + +9.6 �a.e 1p + +'16 }, +n }° pt t +op r,0 ® + 09 +1014 + n + t,z +" oV7 + U. + °° 5 B 1409692 324538.2 20 133.72 G� + � +c0 no ttt ,e + +17 17 +°a 1z + +t2 07 + +1R ,7 '8' +05 t1.7 11 + +03 G2 t +pp r + 00 + n9 + 13 + os + to + 9, 6 B 1409779 324648.3 20 127.44 t oz t tt + 07 +16 t7 t }°8 06 + +15 + os + o.fi t p0 00 + }°0 p3 + +1s t7 + P6 p6 + +14 09 4 +13 17 +1.p +°s O 't' +,a 17 t +oa 2 + too n0 + 9p + oa + 1a + 13 + os 41 ,6 +04 + 15 pt +' IQ; + CI t nG t O6 + 10 + 01 •-}� n0 + OS + 11 4°y t }t9 17 + +0.5 + t.i + i° + OS + 0 o O p 7 B 1409828 324711.1 20 127.97 � +' +oo pD t + 4!)6 +' 4'7 oe os +' ,s + p2 + oe + +6 4.95 oG t� n t 1.a + a4 t 10 } + 09 4P 6 + z0 + o4 + 12 +91 + 8 B 1409869 324761.7 20 125.78 + 01 + 6 +10 96 } z, + +' 0.7 + 07 PROPOSE® 15'X1O' + oa 13 Al + +°5 os + 06 A3 + 06 + 10 + p, + + ,.2 01 + +,p ,7 + + A4 r � 0 03 + 0 +o, pi DUMPSI'�R ENCLO�r3RE +p +°U +0p +°z 6 t" 7 + °a +lp 2 + °4 +°7 03 + +05 pa + +o.a 01 + +°° +°.° 9 B 1410052 324701.6 20 223.26 U + +no OD +03 +pa 03 + 411 +09 C4 +c2 5 + +°4 +0z 02 + +°a +0.5 D6 + +°'2 +o, + +04 95 +' +00 00 +o.0 10 B 1409480 324757.3 20 220.6 U t }°1 C2 + }0a �4- t T02 40 o.a t p, 4 t 90 F"Y1 c9 + �•-�;- - - -- - } - pn --- - - - -F,-^-- ot- -- - - -.f.- -era --DZ - - --•F---�2- - - - -- - ^fV, +4'i' -- - - - 1- �,4'L oq- - - - - �°t DO } +n0 \ + too + +9 + oa + az DJ + +°1 ct to.a +0a 02 }°1 +p,1 t Oa + toc DO ° 11 B 1409745 324338.9 20 48.81 p t +°2 + +0 2 to 1 �+40 03 + 4U1 a, +°1 +o` 93 + +°` +01 01 + + +ca + of + e1 +°t D2 °2 °7 +Oo +00 t°o + +°° t � 1 C 1409841 324403.5 20 124.77 O © + +09 Cp + +91 01 + +)3 42 + +9.1 J2 +0.2 +o1 + +02 92 t + 01 + UC 00 U C 4 +c o 0 1 + tot 0 1 + +0 1 + 0 2 to 1 + 02 t n1 + ,� +0 0 0 D + t°1 01 + +r 1 +0 1 p 1 4 491 0 7 +°, +0.1 1 + t°1 +°1 0 1 + 4 0.1 +0 1 + }°° p p + +°n + 00 I + rt c, + 01 0 +' os ®' of + 01 O t°t 00 2 C 1409902 324480.8 20 128.64 + +G° 01 t +°, 0 1 t +°, + }01 0 1 }°1 p 1 + tot D 1 + +01 +o.o p D � + top °o ' � t ac t U1 + 01 0, + pi t o1 t p, +°7 + 00 t o0 3 C 1409970 324564.8 20 129.37 Z, t ao t n1 + p, '+' }01 pl + 4° t e, + of +°' 01 t' +00 4 oo + U C�r. h i0 + }o° 0C + +r1 p1 or + +'' a, +0.1 1 t +al °1 + +07 0.1 + +°° pp o° t �J aC) 0 +Or, 0 + \ +°o +p1 + +ot 01 + +n1 + 01 + +Ot D1 4 +°1 D0 4 +01 + ° + 00 +c0 4 C 1410023 324631.8 20 130.1 _ 71 +0t o0 0° 1 D 1409912 324812 20 217.04 ti 4P co +U0 _ - +- °, t01 pl + +D1 f1 + +C1 + p0 _ _ __ _ 00 _ FO1777Z1�S2701�f1LT1 - - � ci - -+90- - - -- --- -}� - -p - - --� + + a1 01 +'- -0.0 + oD + - -+- - +-- -tto + P.a 00+° oo t +° nD - +0� ' _ P 0 90 2 D 1409682 324338.3 20 217.13 04 U cn � OZ + ARCNE,PtY PARKlt`�Gr oo 49� +0J op^,,POST +a1 +°7 ,o, + + of + •11 + oo }°'0 pD +' +oo - e + rrab°'0e °0 .� + J 30*27*20~ W 573,42" 1 E 1409959 324564.1 12 128.85 2 E 1409954 324557.1 12 125.94 00 E 1409957 324675.3 12 38.66 (D - - _ ` a dA13ilIcYQ 73/I 67JC N/F THE NEAL Jr CICHANDWICZ TRUST AND 0.� THE SARA CICHANDWICZ _ 0 ,_ �, WDGE1 LED (TOWN RIGHTS) \ RECEIVED ._ ,u.. ,� ..�--- D-Series Size 1 r LAW OF THE ArchitecturalWallSconce ................._._"...................................�. A NT � � THE PERSON NFR M ALTERING STATE ANYTHNG ON THE DRAWINGS BITS ' LED Area Lumina ire (DEVELOPED/WELL W �.. r TER) AUG E= ah ANUNDER THE DIRECTIOOR THE ANYOF A LICENS£OOPROUFESSI FRS " ` , ❑ ,� ,! ENGINEER. WHERE SUCH ALTERATIONS ARE MAD THE " SITE PLAN .+.. ��\ 2 t --.__...................._ ........... d°caries F` ........._..... --------------........... PROFESSIONAL ENGINEER MUST SIGN. S DATE AND (n \ f 1 `-- DESCRIBE THE FULL OF THE ALTERATIONNSE C) L--4" Introduction :"" Schedule SOU7 Old Town DRAWING AND/OR IN PECIFICA110N (NYS EDNIAW 0.) "'" TheWDGFLF.Df-ilyK,d-1gnodton-.1, Introduction SCALE: 30 SECTION 7209- 1 SC n , '�� ,!! 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U) wkdth: non-pise!ated light source,c-Ong a visually Na Bht N1: ,,, r a ;QJRMji H2 resultsIn ertes wrth excellent un crmi y, rester w.,�n H, plespa<!ngandlpmrpowerdenslylts COMMENT FROM PLANNING DEPT. 7/25/22 nfortabl.-ir-ent Theccnlpar-tsizeof H.rk142, 2a72' ,'3:t:. P CFD MF AS PER CO m!,,,r,W...) 916 39 idea!forreplanng„ptn75(7Nmetalhal:den B LithoniaLighting DSX1 LED P130KT4MMVOLTHS 11 6,327 69,597 W D, WDGE',with hs integrated emergency bat-y wayNe destn nand area 6ehtin tiom witl, barkt, p ton,makasK nidealover-the-door 2(Kx Pe gapp'`a DATE BY DESCRIPTION APPROV. BY (] Pi knw,U: :.,a: typl�alenengy srn lugs of fi'%andexperted walLmc:Unted lighting soluttm service life of over 1 0,M)hours. O ..e' er,,. ,.. .,;.,:. ......................................................... ........................____._...._............_..........._......................... C lthonla Lighting DSX1 LED P130K T4M MVOLT 4 6,327 25,308 EXAMPLE:D$X,LED P740KT3M ....MVOLT SPA NLTAIR2 PIRHN DD9XD iE: E! ,,:,>...<.«.,.:..:::: :r:: E' E: I'm, rs2tt.. �.. .. «.- """'°' a01tm D Lithonia Lighting DSXl LED P130K RCCO MVOLT 2 3,943 7,886 wD'E,tfn {w 1.:x 3mD g g E - mw ,K13 sm,a=I«e1.5P!n tlm � zav� aaa � ua. -i� - - :. ., .». W9:I3 kf) lW ,Wf k.ndrlrarc'd:h, JSx Nilq 1 9 D.lnr !:.Cx MY,1lfU Farwmd ,As ,K :K rtc •IArr '� r5V Y i X 3Mr 5 r xn,FuA Mri1t1' 'Ne ed,IxluAN w bry NF M TOWN OF SOUTHOLD N e u l«n" "` a,x "�" ,°" Dx ::'"° °. n Pr 49 -9 ck--O .155 I,-V V Kan cab ..nal.'w..y E 7Uth, ia lighting WDGE1 LED P130K 80CRI VF 3 1 200 3 600 ...._.....................................3.................................------._.. _....-.............;...................�.....:...----._ .._...................__..................................... ''::::.:.:: .. ... P3 Pe' F9' P Axk TV fa,,!I km :Tw Ic yY ku1j' YI W.+.{ WaY Enrc^wwJ'9" 5 :: SUFFOLK COUNTY, NY ::.r .. .. .... .... ..... .................... ........ .. .... ...... tp�],V lai � wr (}� (� s;;y,:._ .per .; EXAMPLE;WDGF.t LED P2 40K 80CRI VF MVOLT SRP4 PE DDBXD Bea{MMw nt F,Yr ID.vw E 6 ,brw«.A' ' ,Awr..A Smx.PJr-dwam,Ae4is0 ' CD U ,«...... .. .....:a,::. rr P13n bArrrrcdwn t�Kw uA n;' sh rd,man,a n TOTAL LUMENS: 132,247 1bY /� :k' ice,�. r., �.' �: 'Ct::.. i �n VM reiv y{;' '<k •nm,.t :, .:; a:._ IKMA9DDKDD +• SPORTS EAST RECREATIONAL FACILITY ClL " .....".. ::aa:&'" .::k»:::: ..� � wnrnACwk'ad{rm N'd tFk 5rw>f Hn ,-„ ttA:4nr, am' ( NWk,IrU Pt Dk ➢rt.A ✓kKM h ,Aui;�!«xm!tmw kdfltl E ShaMdmAudM I ' 30K wor Wk, YSV W:d en<sa:x,k 3A' j SkM Su!+arwrtn9badxr o 35K !SPA• i KW I:Akvt;suA,A..bro Nwl,wbnJre:( ,J:,w!•rrhm r,..<wmu E " ALLOWABLE LUMENS: 133,250 .. :::�• gym. �... K0K ♦,U I sbvnd:cra„al '... t.... :. 3r rc5 ahMa of p a _ G LIGHTING PLAN Tx,K j FPVM :•etux-nv.mdb>Ylr.,;,«,.fi:AAAr«M:mm�llArmin: 9rpp.dbealtM PIA a,AlFx,ttAan'vamMmunxl-,f mwaaJ!eA2 9,'eW,r,,llyd lom D,abac, ,6 tl..ksd,d„I,' E DtON, N6:3 * ALLOWABLE LUMENS = 5.33 Ac. x 25,000 LUMENS/Ac = 133,250 V r NViK! w»,mnd�a,,,:,n>T'sa:.�xx:«<< v:an ,;;rcmae'wNr�d>. u m,"t,.,1.•m.u:n' E nnlWo xt:,.+a.m•,Im T- W,mM mka+nAnkunlYMmrab«,er-3M'+e m� H.U. m,,nA:�em•k•1 :mr row M.f>< R 5'at4W Cw. D,5',IXC wl:h ........ >...:.:.:....,. .. w pr,n.e xr:ea46«Knb«Rxe',•,a,rN 61 q1 �dr. rn,,sk..l11-, 19D IA,n•Ixk aPu i DDAIYD ken.eCdati,a .. ... ... .....: .::.. to Xi.::': p C\ mxedyl✓rfR ° AmIAmM«k>a,A i UD:NlD kr„aMblrt PER PaISol .,::" ......", .....*:�,.. :.... :.:.::.::.. .... v,r•..rn.so-,.;.:5 t«mnkrakW:Re:w!n' i PIA ctY a�nnn:«'<�.�u�k+ .PW ��P :AercyWrcmba:: D3k: DU.•nmm Mn t'a+d cAahrhnn+n rvwAHan n nvw e,a N k1 `AT, kKye,2:m' i DIiAIAI ::r9nxaal N .. 6. I' Ery p,:n,firJr.:A3rlrxMFE:6:,M'tK J ODAN Drk4m- Dori fia.rtdd+t ee lma :a«led m,l AG e a s as Statistics -}-' PI' IM«reN.Na,ei tYr p6'SD N 1 MOD k.a.M(dsl Aya dN-;.a'rku,pn^" YAA er krA«ngti•AnC•*VGrc --- D�M °PS.n Dw.%° •°�� P L. K. McLEAN ASSOCIATES, P.C. e. Du4wka.sn«Nrweh:a:.m,M.'�a',.<4nm,r.e:a;!+MM• Wr N.rnm.:;.;a,,, DOW eaamnx.dakr.m.A�, sbiPM,<P*,aar f nE es �d.p.' Description Symbol Avg Max Min Max/Min Avg/Min * 7IC C� z '«<!n DM1U wne Dnwrz 3n:wd i5 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN NEW YORK 11719 WE R:n,n:n,mdd,emry,rc;atl:c<pRCu,tnalel{rn.y«a�a DSO➢ Cwsuu MSt2• f.,,ueJ unH:xn S Parkin Area � ' '^ � g -}-1.3 1.0 fc 4.8 fc 0.3 fc 16.0:1 3.3:1 r.- C� Q) D. , A NtSn,es,exz-:z,�or«lW.rE,«'�:«s, Ar,nr�nA .„h aNaq.4 ,u �A Sheet No. Designed By MF�CFD Scale: AS NOTED k � 5i69BS q .v ��:,� 1�,d,:d��l.w.,.<w,«:.<>e�,.><,,:.�xr,�„���',-„�.m... .. JUNE 2022 :>,: •�.�A�.- �P' .A P.- . _..,,,.. Aa �4 Drawn By: IVIF Date: C 7 Pu,a, Approved By: RGD File No. 21039.000 SIGNAGE r ` • - /\ / FOR ACCESSIBLE PARKING ES (� W..,u .. "< . ,.. \\,\......<... \..\\.,, ..,",. . .......,.\ ........ ... ,." ,,..,...", ! .,.. \ .. , .. » ..... .«.. . ,. � � �•r...., ...» ;3 .""» ..... «.". ".mow ...m.\•.....,mW\...,"..",mom .< ,. .... .".. ..... 5.0' - - - - - - - -- - - - - - - -- -- - - - - - - - - - --- - -- - - - -- -f / - - --- - - - - - -- - - -- - - -- - - -- - - -- - - --,\ L c�� 0,f LANDING REVEAL i 0 0 0 J J DROP CURB •0'— I 15 tN `- - - - - - - -- - - -- - - - - - - - - - - -- - - - - - - - - -- -- --- - ---- - -- - - -- - - -- - - -- - - -- -- -- - CONC. WHEEL t 0— -5.0 ; STOP TYP. \ \ s \ . BLUE \ z11 �.\� MARKINGS fr' �\. \ \C � \ ( a. \ \ O 1 , 100 .. ...... ..... A C\- I IRL f • . f \ f : : .. \ rc r \ f :. ,'1*0111-1 \ oIf \, q '\Lq\ 10.01 If 0.011 \ ffiffil 5. \\ , \ : ., !S PROPOSED 2 STORY \e \ \ , TYPICAL ACCESSIBLE PARKING DETAIL „ '. 459500 F SLAB ON , . GRADE INDOOR SPORTS \ : N.T.S. s: �, s ., �,:,' ...;. � �F .�. , ... � � COMPLEX (F.F.--28.50) •��' � � \, \\\' \ ,: s. \\ \ \ . \ : e I SIGN E HEIGHT SHALL BE SET . \.\ `\ TO MAKE IT CLEARLY VISIBLE \... t \\ \.` \ ALL WE \ `\ RIVERS SEAT OF ANY T `\ . ® RESERVED s } \ \ '` s / `"! PARKING v ... � DRIVER'S \' , \ \: . \ I SEE SIGN 2 � FOR r RECREATION r,; \ \. I ® \� GREEN BORDER (3/8") AND \ 3 ACCESSIBLE \:. "` �` / ® „® \ ( .� PARKING L 2" DETAIL E ER E ( T) LETTERING NEIGH \.\ \ a a` �I WHITE BACKGROUNDAND a� I \.. / / / J' ! / ,'` ,f 1'` / �/ ,'> \. :: �:.\ �\ / `T :a. VAN RESERVE t6T6 I ff { • ,. _ �1\\�� r �— 8 MARGIN �� �� ACCESSIBLE rJ� J3 Si2 S3 Si2 S3 S� a. s <\\ \ \ e 18 : % \:: U, ` ` , BLUE INTERNATIONAL zf �` \ .. \ ,. \ f � ;, �. � .�., -- -� `� \� • �` �' SYMBOL OF ACCESSIBILITY t: :t. \+ \ \ \\ \ \.. \ NN \a , \ a . \.. .:. ::.. 8 GREEN BORDER \\ \ \:i;! \ o \ "-� / 3 . \. \ o \ \ c \. \. o1 U \ a. \ o o. \ \ \ a \: \. \. \\\... \\ \� \ 0 STEEL POST ., ff 1 1 2 GREEN LETTERING aj\��p • / :.. �. „ BACKGROUND AND , \. a .. .. ... \ ..\.. .\ `\ WHITE ... . ... \. .. ,. ... \ ,�• . � \ .,�� ' \ : ♦,,. 6 ACCESS BL- \ 3 8 MARGIN \:: 1 \ \ \\ \\\ \ \ \ \ \ e a \. \.,...,, CONCRETE BASE ,. �\ ,� SIGNAGE FOR ACCESSIBLE PARKING \ :� \ .. \ �., \\ '� Cmom a \,0 NN N.T.S. \ �. \\. \ to 110 \ .. 01 \ .\ \\ . a.,,,.. \. \ .. gg :• �%m`,` kmo \. �. �\. \. \ \.. \A. ... � \.. \ �. \ v c " \. \. c \ \ \ \ \ \ L \. \ f s ...\ \ SIGNAGE FOR ' � /..- -- - - - - - - -- - - -- -- -- - - -- - - -- - - -- - - --- --- -- --- -- -- -- - - -- - - -- - - -- -- -- - - -- - - -- - -`\ / \ ACCESSIBLE NOTE: ALL SIGNS SHALL " " PARKING BE IN ACCORDANCE WITH w %' .� c; THE NEW YORK STATE LL �) �? ! I 0 0 0 0 I N.T.S. MANUAL OF UNIFORM Q) I I I TRAFFIC CONTROL DEVICES. U) . ` J / F- --- CALCULATED TRIP GENERATIONS GO f \` i �'wG\\ umm�7tY_,.. R:C1AvC1 wwnw a wa" mm s m '>F7 W I\ . " . .... ... .",.. ., ." ... .. \\...ter.. .......\ 2 M _....._. _..... _._ ...._.. _ ._. _.. _... _._ _ _ � � � 42.000 SF RECREATIONAL FACILITY "— f- - AM 1 554 TRIPS __. ._... ..._._ _.. ....__. __ _. PM — 8 TRIPS SITE PLAN - . ROADWAY SCALE: 1 "=30' _.._._. _._ _.._. ___ _ ' —• -..... _ . ,_ r0 30 60 Feet THET NE AL J. C CHANO `TrZ TRUS7 A 1l -+-J +.. ~ Q) STOP SIGN PLACEMENT DETAIL �`TL ��yd�6 � �'�� �'T�r'��u.L� .�e a-1i��L..h�i���.�� 1 P>�'.t �f'T,,'�� �'"`�. � ``• � __.,.,�._,_,._,_-- .... DO (ZEEIVF—L. P16,1ELL VAI T ) -� 75' N.T.S. o SIGN TEXT DATA TABLE R=40" �36• 4 SIZE OF SIGN COLOR OF TYPE OF " 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD SIGN DESIGNATION DESCRIPTION TEXT MUTCD N0. 2 - o (L x H) KGRND LEGEND MOUNTING 3 ' } I I DATE BY DESCRIPTION APPROV. BY 0 'o m 2" THICK HDU SIGN FACE f _ 0 WITH CARVED COPY G.M. 0 4" � 4. � 7.1 _ REVISIONS S, STOP SIGN 30"x30" R1-1 RED WHITE S.P. -� 2 • N 4" (m'•) -T sTH VINYL POST SLEEVE SPORTS EAST 1 TOWN 0 F S 0 U T H 0 L D TAND. WITH TREATED 4"x4" CORE �" ,2"�! I--t2" DOUBLE LINE — FULL BARRIER RECREATIONAL 2.8' N o I 32" PROPOSED LIGHTING BAR----._ S U F FO LK COUNTY NY E u] S2 ACCESSIBLE PARKING SIGN R=28" YELLOWFACILITY l� {SEE DETAIL ON THIS SHEET) t2• N.T.S. --) i 12" -� 4• (TYP.) SPORTS EAST RECREATIONAL FACILITY N; N PROPOSED 1.7' N 0 NO PARKING RIGHT TURNING ARROW ARROW SOLID LINE (WHITE) R����� o S3 NO PARKING ANY TIME ff ., G.M. WHITE WHITE N.T.S. ANY ,2 x,s R7—,D WHITE RED S.P. N.T.S. N.T.S. � of New TRAFFIC & SIGNAGE PLAN Q) TIME 12" (TYP.) AUG 3 2022 3,-0" (TYP.,� < �: _ Q��' ro �\ ` �` 24" 1. ALL PAVEMENT MARKINGS SHALL Southold Town Lj� BOND �- +�J 45' (M'•) BE ACCORDANCE ORDMANUANCE WITH THE SITE SIGN ELEVATION Planning Board_ G. D/ 9�c * ��// C �^� P.C.NO TRAFFIC CONTROL DEVICES & N.T.S. P L. K. CLGA ASSOCIATES, �./ S4 NO PARKING LOADING ZONE PARKING G.M. THE NEW YORK STATE a CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 r3 LOADING 12 x1 R7-6 WHITE RED S.P. STOP LINE SUPPLEMENT TO THE FEDERAL NOTES: t; C\ aJ CROSSHATCHING 0 S S H AT C H I N G MANUAL ON UNIFORM TRAFFIC THE EDUCATION LAW OF THE STATE OF NEW YORK PROW ITS '!•. Sheet No. ZONE WHITE CONTROL DEVICES. 1. SIGN AREA INCLUDING RIDER ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF�CFD Scale: AS NOTED c_; WHITE PANEL = 20.0 SQ. FT. AND/OR THE ACCOMPANYING SPECIFlCATIONS, UNLESS IVS �O 58985 � N.T.S. UNDER THE DIRECTION OF A LICENSED PROFESSIONALENGINEER. WERE SUCH /� �j (10 PROFESSIONAL ENGINEER MUST SIGN, SEAL, DANS ARE TE AND \ ~/Q P�' Drawn By: MF Date: JUNE 2022 PAVEMENT MARKING DETAILS DESCRIBE DRAWING AND/ORLINT�HESIFlG4TION (MSNEUONIWE C8 uj N.T.S. SECTION 7209-2). Approved By: RGD File No. 21039.000 EXPANSION (TIP) 10.0' WELDED WIRE MESH 3" B C. (BOTTOM OF CURB) 6" CONC. SLAB WITH WELDED `i DUMPSTER(S) TO BE LIQUID AC JOINT a J , SUPPLIED BY OTHERS WIRE MESH, SEE PAVEMENT/ �- /° .' " SURFACE SCHEDULE ON SITE w • '/ . a d " < ` a '•° a:J 2 x x x x x x x x -4 !==i ASPHALT PAVEMENT G DETAIL SHEET 4'J - f 8' WHITE VINYL FENCE 6" AS SCHEDULED J. .•a ENCLOSURE T`_ I " '.` (SEE TYP. FENCE DETAIL) STEEL REINFORCING #4, �P e$I s a 3" TYP. GRADE 60 (TYP.)JjA' ...: SECTION A-A ,. . .. ./ 18 L,-A , ° ' . s J , �' • EXPANSION JOINT(TYP » G A, 'A °.. A'�J. �'• aa�4 � CONTROL JOINT CONCRETE AS SPECIFIED `►, \A a:4 ° a A C+` J ` Al NOTES: ``G 4. i J /. •a r 4• r7 f 1. CONCRETE SHALL BE A MONOLITHIC POUR AND TO BE 4. 5 IN. CURED IN 14 DAYS MINIMUM BEFORE ROADWAY PAVING CAN BEGIN. VINYL 5W WITH STEEL A A ° 2. INSTALL 1/2" BITUMINOUS EXPANSION JOINT 20' O.C., 4�` ALL CURBS. CHANNEL (TYP.) ° �° J, ° •a, j a. °• A TYPE "A" CONCRETE CURB DETAIL MID - BLOCK CROSSING CURB RAMP ' °°• 12" HAUNCHED CONC. SLAB WITH r- 20'MAX. - #5 BARS ® 16" O.C. EACH WAY N.T.S. DUMPSTER ENCLOSURE DETAIL PLAN TYPICAL DIMENSIONING NOTES: N.T.S. 1. CONCRETE 3,500 PSI © 28 DAYS MIN. N.T.S. 2. WELDED WIRE MESH 6"x6", #10x#10 5 „ VINYL EXTERNAL 6'-0" 3" " 3. PRE-MOULDED EXPANSION JOINT MATERIAL SHALL BE THICK x 34 HIGH. FLAT TOP CAP (TYP.) (POST CENTERS) 4. FINISH ALL EDGES WITH J" RADIUS 5. CONTROL JOINTS SHALL BE SPACED EVENLY AND SHALL BE J" DEEP. 6" 6. SURFACE TO BE LIGHT BROOM FINISH. VINYL d C' c� d d 3 " 36" STEEL COHANNAEL IL WITH " ROUND DEFORMED 1"0 ANCHOR PIN a 21 N4" CONCRETE SIDEWALK DETAIL (n'P) REBAR (3 REQUIRED) SLEEVE (TYP.) I 24=� N.T.S. =a a a o a 6" I VINYL FILL " 41' '-0'f PICKETS (TYP.) 3 7 -Y4" SECTION I 1 ! NOTES: VINYL MIDDLE PLAN SECTION PLAN ,, RAIL WITH " i. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR STEEL CHANNEL " 8 -0 LOAD SPECIFICATIONS: FOR (TYP.) 6 DO 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY 6" 1 LOADING C = I 24" 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND 1. MATERIALS: CONFORMS TO ASTM A48 PRECAST OR APPROVED EQUAL 6" CLASS 308 OR 356 SPECIFICATIONS � 2. HIOAD GHWARYATLOADINGR AASHTO & HS 20-44 :C 34" „ " 144" 10"---►I 1O" 1'-9" 10" '+ " " 3. FRAME AND COVER AS MANUFACTURED VINYL 5 x5 POSTS t-'- 1 9 SECTION WITH STEEL 54" EQUALBY . 24 ISLAND PRECAST OR APPROVED 24" HEAVY DUTY FRAME & COVER CHANNEL (TYP.) 39" SECTION ELEVATION SECTION N.T.S. PLAN 1.NOTES:RIALS SHALL CONFORM TO ASTM A48 CLASS 30B OR 35B NOTE: 30" X 48" FLAT CURB INLET DETAIL 2. LOAD RATING SHALL BE AASHTO & HS 20-44 HIGHWAY LOADING VINYL BOTTOM INSTALL EACH WITH 2-#8 REBAR AT N.T.S. RAIL WITH A 3'-0" BURIAL AND TOP FLUSH STEEL CHANNEL WITH TOP OF WHEELSTOP. CAST IRON CURB INLET FRAME & FINISHED GRADE 24"0 HEAVY DUTY FRAME v� GRATE AS MANUFACTURED BY LONG & OPEN GRATE COVER FINISHED GRADE ISLAND PRECAST OR APPROVED EQUAL {J N.T.S. I I (CONCRETE PAD AS SCHEDULED) 2" I I CONCRETE WHEEL STOP DETAIL a> ASPHALT PAVEMENT �8ff 4f 8f �- 2.0 3'-11" I ) 10"0 NORMAL;CORNERSI I a� 12" 0 N.T.S. }J U=j 00 ao 18" HDPE END T_ 18" HDPE END SECTION CONCRETE I / u u 2'-6" 6X6 6&6 W.W.F SECTION 2Tp' F FOOTING (TYP.) { C C -- (MIN.)~ EQUAL PROVED CLEAN uj • ® ---- GRAVEL _ „ o (TYP.) 6„ ll - I CRUSHED � uSTONE IJ75" DIA. CPEP PIP HDPE (SEE ' DRAINAGE T- SEE LEACHING BASIN DETAIL 2.0' TYPICAL 8 H T AND . WHITE VINYL MULCH TOP SURFACE WITH 24" DIAMETER �., PLAN) 1 RIP RAP SAND PACKEDTONE TONE ATO 1''ND ND THICK FENCE ENCLOSURE DETAIL 6" MAX.APOND DEPTH THINCOM LAYEOST R OF LEAF CAST SHREDDED FRAME IRON INLET N ETOGRATECHIMNEY 0 Do S- NON-WOVEN GEOTEXTILE FABRIC 12"MIN WOOD NOT WOOD CHIPS U �- I t--5'-4" ..I -#"I 1'-1 1" 1,-6 1'-1 1" UNDER END WALL EDGE, STONE N.T.S. qj ( ) PRECAST CONCRETE pLA"vleva sEcnoN c-c RIP-RAP STONE TO AND SIDES - 8oz. 00 28 MAX. O CHIMNEY y MEET PROPOSED SEED NOTES: GRADE SECTION r= �w.•., :.,. - -- -- - - - - 0 - �,. .r o (SEE PLANTING •.HSE'h :r'A,k'wn'•-K'"^' i� , ii A �.*t O PLAN) 'j' :Y,i'w •K�� %'.:i �;ity y)?i 'ta:S::j, 'r"titia a j::jY\a:n;n:f.`.a' r•.J';51•`4 i-!: 2.3,<t _ ..yam > 1. ALL CONCRETE TO BE 4,000 P.S.I. @ 28 DAYS PRECAST BOX AS PLAN VIEW 1 2 •� MANUFACTURED BY LONG ISLAND PRECAST OR APPROVED EQUAL. ,; W� - �4�:,>.��::-���»,�� .,w:. _ ..�;„r;�~` „,.:�,:.��.sns:.. :.; .�< ;,:_4;. :•x. ; (MIN.) 2. PROVIDE PIPE OPENINGS AS REQUIRED. DEPTHn „,.�_,,:. . cn 3. MANHOLE TO SUPPORT AASHTO H-20 TRAFFIC LOADING. DRAINAGE PIPE END SECTION Y ' s` a PLANTING SOIL N 4. WELDED WIRE MESH ASTM A185. 8" THICK REINFORCED N.T.S. SCARIFIED DRAINAGE NOTES EDGE WITH NATIVE GRASS !::..:.... SUBGRADE 5. REBAR ASTM A615 GRADE 60. CONCRETE TRAFFIC BEARING 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 PLANTINGS (SEE PLANTING DRAINAGE PIPE a� 6. ADDITIONAL INLETS TO BE SPACED 5' APART. SLAB 24" DIAMETER PLAN & DETAILS) � SURFACE AS PER CAST IRON INLET GRATE & 2. ALL CONCRETE TO BE 4000PSI ® 28 DAYS �/ ^ PROPOSED SITE PLAN FRAME (OPEN OR SOLID AS ' X 4' CURB INLET® CATCH BASIN 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE U PER DRAINAGE PLAN) BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE U N.T.S. ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY �j 4" Ml THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT TYPICAL RAIN GARDEN DETAIL BE SHOWN ON THE PLANS. v 8„ BRICK 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN N.T.S. RECEIVED B n ADJUSTME AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE R V D - NO INFDIRECT PAYMENT FENCES,B BARRICADES OTHER APPROVED METHODS. ----- •,,-„_,•_�•w- 5. INVERT ELEVATIONS MAY BE ADJUSTED AUG 3 2022 U _ A J STED IN THE FIELD TO MEET I_ FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED Sout old Town Cf) '� L ao BY THE ENGINEER. Planning Board U 60 god�0 \ .o°o o$• �'o O• �.. bdabp;QQb - �`; 6. ALLOW FOUR (4) INCHES FOR FINAL ADJUSTMENT OF CASTING. O EFF. DEPTH A PER GRADING :� °>` HDPE PIPE ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE °o (SEE PLAN BLOCK, BRICK, AND/OR 1:2 MORTAR MIX. DATE BY DESCRIPTION APPROV. BY C`) ROOF LEADER & DRAINAGE PLAN = p�pq$°. , 10 +� DEEP PRECAST FOR SIZE) 0� -IIIII °°a CONCRETE LEACHING 7. USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS REVISIONS TRANSITION I I I I I UNLESS OTHERWISE NOTED. TOWN 0 F S O U T H O L D �J RING = SCHEDULE 40 PVC CLEAN OUT = o 0, = 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING "T" BRANCH WITH PVC PLUG °°�° SUFFOLK COUNTY NY d DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE iadoo9; = GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND Ln w°e:o°fib - SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF �� " �- 0.gO PoP4 -�_ TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND SPORTS EAST RECREATIONAL FACILITY r� cu 4 MIN. ADS DRAIN PIPE bQa°D P. II II II II II HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT c .0 1% MIN. PITCH GRADE �g�a LLllJ=I I I ( ) Pa°'v9 PAYMENT WILL BE MADE FOR THIS OPERATION. � , -- 2 MIN. - °doogq da P.�ao^ 9. IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3". Opp 4$b�:od°°$,°o$e°ao CLEAN SAND & GROUND d�qp•°°•b•&.°" GRAVEL FILL OF N£�y SITE DETAILS WATER AS APPROVED REINFORCEMENT NOTES: c�CN „ BY THE E.LCLEACHING 0 NOTE 1: 2 MIN. 10 -0 2 MIN. SEE NOTE 1 1 WELDED REINFORCED R FABRIC 6 l2 8 SECTIONSrn * L" K. McLEAN ASSOCIATES, P.C. CN s CLEAN FILL MATERIAL IMPORTED CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 z) i- 5,_O„ -� 8" ADS FROM OFF SITE SHALL BE FREE OF LEACHING BASIN DETAIL 2. STEEL REINFORCING ON CONE SECTION 12-#2 c"5 A SLOPE © 1% ORGANIC MATERIAL & CLAY. VERT., 1- 3 TOP, 1- BOTTOM. THE EDUCATION LAW OF THE STATE OF NEW YORN PROHIBITS Sheet No. -- # # ANY PERSON FROM ALTERING ANYNNG ON THE DRAWINGS �f � Designed By: M F�C FD Scale: AS NOTE D R00F LEADER DOWNFALL DETAIL N.T.S. AND/OR ACCOMPANYING SPECIFICATIONS. ��e� � PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND UNDER THE DIRECTION OF A LICENSED PROFESSIONAL i DESCRIBE THE FULL TENT OF THE ALTERATION ON THE /-C /•� •`'L � DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW ��'�� \`/_ `�/!��� Drawn By: M F Date: J U N E 2022 ( - ( If Uj N.T.S. SECTION 7209-2). Approved By: RGD File No. 21039.000 GENERAL NOTES: BACK FLOW PREVENTER NOTES, 1. LOCATION OF EXISTING AND PROPOSED UTILITY SERVICES SHOWN ARE APPROXIMATE 1. INSTALLATION OF THE RPZ DEVICE SHALL MEET ALL SCWA CROSS-CONNECTION AND MUST BE CONFIRMED INDEPENDENTLY WITH THE OWNING UTILITY COMPANIES PRIOR CONTROL UNIT AND SCDHS REQUIREMENTS. TO COMMENCEMENT OF CONSTRUCTION. IF DISCREPANCIES EXIST, THE CONTRACTOR HEATED HOT BOX ENCLOSURE SHALL NOTIFY THE ENGINEERING IMMEDIATELY IN WRITING. 2. THE RPZ DEVICE MUST BE A LEAD FREE MODEL. HUBBEL MODEL HB3NS OR APPROVED EQUAL TESTCOCK 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, TYPE, 3. THE RPZ MUST HAVE USC FOUNDATION FOR CROSS CONNECTION CONTROL FEBCO MODEL LF860 - HEATED HOT BOX ENCLOSURE AND DEPTH OF UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY APPROVAL. /k 4 RPZ DEVICE OR APPROVED EQUAL APPROVED EQUAL WORK. THE CONTRACTOR MOST CONTACT THE APPROPRIATE "ONE-CALL" SYSTEM TO 9r HUBBEL MODEL HB3NS OR ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE 4. THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN FIELD PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN THE FIELD SECURED PRIOR TO STARTING WORK. r----------------"" -- -------------� I 0' LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. i I .91 5. IT IS UNLAWFUL TO REMOVE THE BACKFLOW PREVENTER DEVICE FOR ANY 3. MAXIMUM DISTANCE OF 125' (AS MEASURED ALONG THE PIPE) FOR RPZ/DCV TO BE REASON UNLESS SCWA IS NOTIFIED. I HINGE SIDE OF ENCLOSURE ACCEPTABLE INSIDE A BUILDING. IF SERVICE IS GREATER THAN 125' THAN RPZ/DCV IS 6. THE DESIGN PROFESSIONAL IS RESPONSIBLE FOR CHECKING THAT THE DEVICE IS FEBCO MODEL LF860 - I r---- --------------------- ---------- REQUIRED TO BE INSTALLED IN AN OUTSIDE, HEATED ENCLOSURE. INSTALLED ACCORDING TO THE APPROVED PLANS AND SIGNING THE I i GFI „ DIRECTION OF FLOW 4' RPZ DEVICE OR I I 8 MIN. CERTIFICATION STATEMENT ON FORM NYSDOH 1013. APPROVED EQUAL 4. A MINIMUM DISTANCE OF 10' IS REQUIRED FROM ALL UTILITY SERVICE LINES (EXISTING i AND PROPOSED), DRAINAGE, DRIVEWAYS, CATCH BASINS, UTILITY POLES, TREES, 4.6' i i I 3"T MIN. DRAIN PORT 7. THE BACKFLOW PREVENTER DEVICE SHALL BE TESTED ANNUALLY BY A NEW I I I 3.5 2.2 I �� �n y I WITH SCREEN OBSTRUCTIONS, ETC. TO PROPOSED WATER SERVICES. PORK STATE CERTIFIED (ESTER. I FI I i Vl�i I (TYP.EACH END) 8. THE BACKFLOW PREVENTER DEVICE MUST NOT BE SUBJECT TO FLOODING OR GALV. ANCHOR BOLT AS i TRENCH NOTES, , 1 „ FREEZING. PER MANUFACTURERS 8» 30 MIN. LIL_ I -- -- 1, UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON 9. TEST COCKS SHALL BE POSITIONED TO FACILITATE TESTING (30" MIN. REQUIREMENTS I MIN. 1$ MIN' j 3"0 MIN. DRAIN PORT ----- BOTH SIDES OF THE TRENCH PRIOR TO EXCAVATI❑N. CLEARANCE). WITH SCREEN (TYP.EACH END) 2. ALL TRENCHING RESTORATION WORK SHALL MATCH PROPOSED ❑R EXISTING 10. ALL CONNECTIONS TEE'S HOSE BIBS, IRRIGATION, ETC. SHALL BE INSTALLED PROPOSED GFI OUTLET (120V CLEAR NCE TESTCOCK 6" THINK REINFORCED SURFACE AND MEET EXYSTING GRADES ON BOTH SIDES OF TRENCH, DOWNSTREAM OF RPZ DEVICE. 6 GRADE STANDARD) WITH CONDUIT, SUPPLIED CONCRETE SLAB ON OPEN BY CONTRACTOR. CONTRACTOR TO COMPACTED SUBGRADE 3, BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6' 11. PROPER MAINTENANCE SHALL BE PERFORMED. PROPOSED GFI OUTLET(120V INSTALL HEIGHT TRACING AND PIPE LIFTS. STANDARD) WITH CONDUIT, SUPPLIED INSULATION ALONG ALL EXPOSED 12. DEVICE SHALL BE FROM N.Y.S.D.O.H. APPROVED LIST AND SHALL HAVE USC BY CONTRACTOR. CONTRACTOR TO PIPE & RPZ DEVICE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND REST❑RATION WITH FOUNDATION FOR CROSS CONNECTION CONTROL APPROVAL. INSTALL HEIGHT TRACING AND PIPE 6" THINK REINFORCED EACH UTILITY INSTALLATION. INSULATION ALONG ALL EXPOSED Z3/8 THREADED ROD ATTACHED TO CONCRETE SLAB ON 13. SUPPORTS SHALL BE PLACED WHERE THEY WILL NOT OBSTRUCT THE FUNCTION PIPE & RPZ DEVICE COPPER SPLIT RING HANGERS COMPACTED SUBGRADE 99 DOMESTIC RPZ PLAN VIEW 5, THE CUSTOMER'S DOMESTIC WATER LINE AND/OR FIRE LINE SHALL BE A MINIMUM OR ACCESS TO RELIEF VALVE. AND 3/8" COPPER F&M PLATES OF TEN (10) FEET, RUNNING PARALLEL, FROM ANY UNDERGROUND UTILITY OR APPROVED EQUAL N.T.S. (ELECTRIC, GAS, TELEPHONE, CABLE AND SANITARY SEWER SERVICE) AND ❑IL 14. A SEPARATE SHUT OFF VALVE SHALL BE INSTALLED UPSTREAM OF THE STORAGE TANK, STORM DRAIN OR CATCH BASIN, DRIVEWAY CURB, LIGHT POLE, DOMESTIC WATER ASSEMBLY. THIS VALVE IS NOT REQUIRED FOR FIRELINES. �� DOMESTIC RPZ ELEVATION VIEW ELECTRIC TRANSFORMER, TREES, OR ANY LARGE ❑BSTRUCTI❑NS, 15, EXCLUDING THE WATER METER, ALL PIPING SHALL BE UN-BRANCHED AND N.T.S. It'lSTAI_LATID�( F SF.$VTCES UNRESTRICTED FROM THE WATER MAIN TO THE BACK FLOW PREVENTION 1. INSTALL PIPING ON THE PROPERTY, 4 1/2 FEET DEEP FROM THE BUILDING TO DEVICE, THE PROPERTY LINE OR AS SHOWN ON THE PLANS, 16. THE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER, 2, LEAVE A 1' RISER ABOVE THE GRADE ELEVATION AT THE POINT WHERE THE PROPOSED WATER SERVICE WILL CONNECT TO THE EXISTING SERVICE LINE. 17. DEVICE MUST BE LEAD FREE, NO LEAD SOLDER SHALL BE USED FOR THE INSTALLATION. 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF INSPECTION, MEASUREMENTS ARE TAKEN FROM TWO (2) NEAREST 18. THE WATER DISTRICT SHALL HAVE UNRESTRICTED ACCESS TO ALL WATER CORNERS OF THE BUILDING TO THE END OF THE PIPE AT THE PROPERTY LINE. METERS AND BACK FLOW PREVENTION DEVICES, :iERVICE LINE MEASUREMENT FORMS ARE AVAILABLE AT THE SCWA NEW SERVICE DEPARTMENT, 19. BACK FLOW PREVENTION DEVICES MUST BE TESTED ANNUALLY BY A NEW 4. THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FEET AWAY YORK STATE CERTIFIED TESTER. PROM ANY OBSTRUCTION SUCH AS TREES, TELEPHONE POLES, CATCH BASINS, ❑R 20. TEST REPORTS MUST BE SUBMITTED TO BOTH THE WATER DISTRICT AND DRIVEWAYS. THE APPROPRIATE COUNTY DEPARTMENT OF HEALTH, FEBCO LF860 5. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE 21, ALL INSTALLATIONS SHALL CONFORM TO BOTH THE WATER DISTRICT'S 4 RPZ OR FROM WATER SERVICE, RULES AND REGULATIONS, PLUMBING CODES, AND NEW YORK STATE HEALTH APPROVED EQUAL WATE IINE SPECIFICATIONSDEPARTMENT REGULATIONS, 1. FOR PIPE OVER 2' - CEMENT MORTAR LINED DUCTILE IRON (CLDI) PRESSURE 22, LAYOUTS SHOWN ARE APPROXIMATE. ADJUSTMENTS MAY BE REQUIRED TO r------- - PIPE. SATISFY FIELD CONDITIONS. ALL ADJUSTMENTS SHALL BE SUBJECT TO j 2. FOR PIPING 2' AND UNDER - TYPE 'K' SOFT COPPER TUBING MEETING AWWA THE APPROVAL OF THE WATER DISTRICT. I I STANDARDS 3. PLASTIC PIPE SPECIFICATI❑NSI 23, MINIMUM CLEARANCES SHALL BE MAINTAINED, I 5'-4" MIN. 3,1, PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER SYSTEMS 24, ALL MATERIALS SHALL BE NEW, NO USED MATERIALS SHALL BE I I CAN BE INSTALLED FROM THE BUILDING TO WITHIN 15' FROM THE PROPERTY INC❑RP❑RATED INT❑ THE WORK, TO METER i 6 LINE, THE LAST 15' TO THE PROPERTY LINE MUST BE CLDI PIPE OR 'K' VAULT SOFT COPPER TUBING, 25. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH I 3.2. PIPE SHALL BE CLASSIFIED TO WITHSTAND WORKING PRESSURE OF 200 MANUFACTURERS INSTRUCTIONS, AWWA MANUAL M23 AND THE REQUIREMENTS � OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. I I P,S,I, (WITH BURSTING PRESSURE RATED AT LEAST TWICE THE W❑RKING I PRESSURE) 26, A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FURNISH & INSTALL METER j j PROPOSED DRAIN HOLE JL -d) 33. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT IS UTILIZED IS FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN 6' VAULT AS PER S.C.W.A. DT-201 I �j NOT ACCEPTABLE, (BRASS COUPLINGS ARE REQUIRED,) LAYERS, STONES SHALL BE REMOVED FROM THE TRENCH FOR A DEPTH OF 3,4, FIFTEEN (15') FEET OF CLDI PIPE OR COPPER IS REQUIRED FROM INSIDE AT LEAST 6' BELOW THE BOTTOM OF THE PIPE. THE BUILDING TO THE START OF THE PLASTIC PIPE. 27, MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54'. SERVICE LINE INSPECTION PROCEDURES SUPPORT / 28, ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION 1. CALL THE SCWA NEW SERVICE DEPARTMENT (631-218-1148) TO REQUEST AN BLOCKING OR TIE RODS TO PREVENT MOVEMENT, �t DEVICE „ INSPECTION WHEN YOUR WORK IS COMPLETED, (BEFORE 213OPM FOR F❑LL❑WING ( z 3/4 THRUST ROD - TYPICAL 29, ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE 4 C.L.D.I. TEE " 2. CONTRACTOR MUST HAVE A DESIGNATED REPRESENTATIVE PRESENT ON THE TESTED IN ACCORDANCE WITH THE LATEST EDITION OF AWWA STANDARD 4 C.L.D.I. 4" C.L.D.I. PIPE DAY OF INSPECTION. C600, 3, IF REINSPECTION IS NECESSARY, A $25,00 FEE MUST BE PAID PRIOR TO THE 30. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA TO FACILITY 41 REINSPECTION. STANDARD C-651-86 OR THE LATEST REVISION, jc I. PA' p:'•4, LEAVE THE TRENCH ❑PEN, DO NOT BACKFILL THE TRENCH UNTIL SCWApINSPECT❑R HAS APPROVED THE SERVICE LINE, 31. BACTERI❑LOGICAL ANALYSES ❑F WATER SAMPLES COLLECTED AFTERDISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK 0 5. IF THE SERVICE LINE INSPECTION PASSES, THE END OF THE PIPE BY THE COUNTY DEPARTMENT OF HEALTH SERVICES. GENERALLY, A 4" C.L.D.I. 0 CURB WILL BE PAINTED BLUE. IF SERVICE INSPECTION FAILS, THE END ❑F BACTERIOLOGICAL SAMPLE IS REQUIRED F❑R EVERY 1,000 LINEAR FEET ❑F 0° ELBOW (TYP.) 4" 90° ELBOW THE SERVICE WILL BE PAINTED RED AND A REINSPECTION FEE OF $25.00 WATER MAIN OR P❑RTI❑N THEREOF, 4" LINE VALVE WILL BE BILLED. - TYPICAL 6, PLEASE DO NOT CALL SCWA OFFICE UNTIL 4130 P,M. IF YOUR INSPECTION 32, AN OPEN OR CLOSED GEOTHERMAL SYSTEM IS NOT PR❑P❑SED, WATER TAP BY S.C.W.A. _ FAILS. ALL FEES TO BE PAID BY METER BY O BE PAID BY CONTRACTOR S CONTRACTOR ELEVATION >_ 7. 140 ❑THER UTILITIES (E.G, GAS, ELECTRIC, CABLE TV, ETC,) SHALL BE BURIED CONTRACTOR 0 IN THE WATER SERVICE TRENCH, v METER SETS U� AFTER ALL OF THE ABOVE HAS BEEN COMPLETED, CALL THE SCWA NEW SERVICE DOMESTIC WATER SERVICE WZ RPZ DEVICE IN HEATED ENCLOSURE N DEPARTMENT TO HAVE THE METER SET. HEATED ENCLOSURE NOTES, N.T.S. 1. THE HEATED ENCLOSURE SHALL BE HOT BOX, HOT ROK, HYDROCOWL, SAFE-T-COVER, OR APPROVED EQUAL. C) 2. THE HEATED ENCLOSURE SHALL BE SET ON A CONCRETE SLAB SIZED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 3. THE HEATED ENCLOSURE CONCRETE SLAB SHALL BE A MINIMUM OF 10' AND RECEIVED s_ MAXIMUM OF 20' FROM THE PROPERTY LINE. CONCRETE THRUST BLOCK 4. THE RPZ DEVICE SHALL MAINTAIN AN 8" MINIMUM SETBACK FROM THE INTERIOR TO UNDISTURBED SOIL OF THE HEATED ENCLOSURE WALLS, WITH TEST COCKS ON THE EXTERIOR SIDE. AUG 32022 a> TEST COCKS ARE TO HAVE A MINIMUM 30" CLEARANCE TO ANY OBSTRUCTION WHEN THE HEATED ENCLOSURE DOOR IS OPEN. TEST COCKS MUST BE Southold Town n POSITIONED ON THE 30" CLEAR SIDE TO FACILITATE TESTING. WATER MAIN Planning Board 5. THE CONTRACTOR SHALL ENSURE THAT THERE IS ADEQUATE ELECTRICAL POWER TYPICAL CURB STOP (VALVE) (I) FOR THE REQUIRED' HEAT TRACE TAPE AND/OR ENCLOSURE APPROVED HEATER. SHOULD BE BROUGHT TO GRADE U 6. GFI OUTLET REQUIRED WITHIN THE ENCLOSURE (18" MINIMUM ABOVE SLAB). DATE BY DESCRIPTION APPROV. BY C) 0 7. ENCLOSURE MUST HAVE SCREENED WEEP HOLES FOR DRAINAGE AND CANNOT WATER SERVICE REVISIONS 0� BE SUBJECT TO FLOODING. MINIMUM BURIAL 54" TOWN OF SOUTHOLD 0 8. THE RPZ DEVICE MUST BE ADEQUATELY SUPPORTED TO THE CONCRETE SLAB ' (TO PREVENT LATERAL MOVEMENT). SUPPORTS MUST BE PLACED WHERE THEY • .p. '.p o WILL NOT OBSTRUCT THE FUNCTION OF THE RELIEF VALVE, a o SUFFOLK COUNTY NY cn p ry 9. ENCLOSURE MUST BE N.Y. DESIGNATION. 10. DIAPHRAGM OF FEBCO MODELS MUST BE ON OPEN SIDE OF ENCLOSURE. p° ' ° o a o ° SPORTS EAST RECREATIONAL FACILITY c� '0 o DOMESTIC WATER SERVICE p TAPPING SLEEVE '�F,OF NEW y DETAILS P *� ,ND G. s L. K. McLEAN ASSOCIATES, P.C. 9 TYPICAL WATER SERVICE - LARGER THAN CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 AS NOTED Sheet No. CAI Q) THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS i CL_ FR c s NTS ANY PERSON OM ALTERING ANYTHING ON THE DRAWINGS t� , h„ ' � Designed By: MF/CFD Scale: 0 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS TYS \\\ UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 'j98 CIO ENGINEER, WHERE SUCH ALTMATIONS ARE MADE,THE PROFESSIONAL ENGINEER MUST SIGN. SEAL. DATE AND do Drawn By: IMF Date: J U N E 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE ��+{� p.� DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW O SECTION 7209-2). Approved By: RGD File No. 21039.000 BUILDING WALL LIJ z 12 CLEAR TO NEAREST TO BUILDING m w OBSTR CTION GROOVED END BUTTERFLY CEILING o Z VALVE W/ INTEGRAL Fr SUPERVISORY SWITCHES (TYP.) a_ ( PROPOSED 4" RPZ 8" � � WILKINS MODEL 475V OR MIN. APPR'VD EQUAL 4" VALVE RISER ASSEMBLY WITH BUILDING WALL 4 WATERFLOW SWITCH, ALARM CONNECTION, PRESSURE GAUGE, TEST ORIFICES, DRAIN CONNECTTON AND SITE GLASS DEVICE TO BE SUPPORTED TO FLOOR W/ PIPE a 2" MAIN DRAIN PIPED TO STANCHIONS OUTDOORS 4 TEST COCK 0 8" FIRE DEPARTMENT MIN. CONNECTION. VERIFY TYPE 0 AND PRECISE LOCATION IN 30"MIN. FIELD WITH FIRE DEPART. 4„ 12MIN. AIR GAP 60MAX.GROOVED END BUTTERFLY VALVE W/ (4"0 MIN.) & VC DRAIN PIPE SCRE INTEGRAL SUPERVISORY SWITCHES (TYP.) 18"MIN. PORTETODE ITAIN 4" BUILDING 0 4" ABOVE GRADE j:r7 30" MIN. MIN. CLEARANCE L,I 4" MIN. _ > b PROPOSED 4" RPZ o� AUTOMATIC DRIP WILKINS MODEL 475V OR APPR'VD EQUAL O J " PROPOSED 12" — CY FUNNEL DRAIN a 8 MIN FINISHED FLOOR a. PROPOSED 12" FUNNEL DRAIN PVC DRAIN PIPE (4"0 MIN.) & SCREENED DRAIN PORT TO EXIT BUILDING 0 4" ABOVE GRADE MIN. BUILDING SLAB 011 FIRE DEPARTMENT CONNECTION. VERIFY TYPE AND PRECISE LOCATION IN Cn 4" MIN,� w FIELD WITH FIRE DEPART. B -1 > 00 U Q En 30" MIN. ICJ a Lu z 0 0 CLEARANCE CL d J CO x Z 000 rZ 0 ° PROPOSED 12" U) 0 0 FUNNEL DRAIN c SCREENED DRAIN L PORT 4" ABOVE PROPOSED 4" RPZ GRADE MIN. (4"0 MIN.) ` WILKINS MODEL 475V OR APPR'VD EQUAL U -——————— -- ——— ——————— — ——— GROOVED END BUTTERFLY L_ U A V FLOW VALVE W/ INTEGRAL V LVE R8 ER E L E VTIC ISUPERVISORY SWITCHES (TYP.) z) EW 8" MIN. N .T.S. PVC DRAIN PIPE Q) U) (4"0 MIN.) N B Q) (T - 4_1 [] J � III(I(�� 0 4 F E S P P R E S S 0 N R P Z P L N " I EW CONCRETE THRUST BLOCK TO UNDISTURBED SOIL N .T.S. RECEIVED cn WATER MAIN AUG 3 2022 c� a� Sout Old Town TYPICAL CURB STOP (VALVE)SHOULD BE BROUGHT TO GRADE Planning Board 0 G WATER SERVICE o DATE BY DESCRIPTION APPROV. BY MINIMUM BURIAL 54 0 o o Q REVISIONS p TOWN OF SOUTHOLD �') D o 0 i D° • o Q ° SUFFOLK COUNTY NY co Q) r1; a� SPORTS EAST RECREATIONAL FACILITY c� LI TAPPING SLEEVE s, P��'Of NEW FIRE WATER SERVICE DETAILS c7� +aOND 0 � TYP I CAL WATER SERVICE - LARGER THAN 2 * �p `�`" * L. K. McLEAN ASSOCIATES, P.C. ��' NTS CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 (\ Q) THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS j Sheet NO. G L_. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS W85 �� Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS rrS ti ENGINEER, WHERE SUCH UNDER THE DIRECTION OF A LICENSED PROFESSIONAL !f.J������� Drawn B M F Date: J U N E 2022 PROFESSIONAL ENG NEER MUST SIGN, SEAL, DATE AND f y: C 1 1 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW Cn SECTION 7209-2). Approved By: RGD File No. 21039.000 3 IRRIGATION AREA = 75.296 SO. FT. OR 32.43% ?7 PROPERTY LINE (TYP.) S 38*271200 W 573,42" .3 (TOTAL SITE AREA= 232,174.8 SQ. FT.) A FOUR ZONES FOR THREE DAYS OF IRRIGATION WITH ZONES 2 & 4 SCHEDULED FOR ONE DAY EACH AND ZONES 1 & 3 ON THE THIRD DAY. IRRIGATION ZONES y Y 7 4 ZONE 1 (SOUTH & WEST LAWN AREAS AND STREET TREES) V� �N/ . N V� / * j 22,770 SQ. FT. t A • \- I \,/ \/ - -v V, I N V�v � N R.O.W LINE LL LL A �u LL -AL- u: *.a '61 L A Ik < ZLZM�222 1 2- 4�, L J (TYP-) ZONE 2 (FRONT LAWN NEXT TO BUILDING & PERIMETER PR POSED ANSFORMER j PARKING LAWN) 19,593 SQ. FT. 0 (Zi 5 10;, 4.1 ZONE 3 (DRIP IRRIGATION AT ALL PLANTING BEDS AROUND L LK I It uL=J�j=_Tfl I I Zw��r 775�71 1, 1, W1mA_nm= I I /* D BAS114 ZONE 4 (PERIMETER BUFFER PLANTING BEDS) 21 ,137 SQ. FT. 0 ZONE 4 ZONE 3 _\X\ NOTE: AN IRRIGATION TIMING PLAN WILL BE IMPLEMENTED FOR THE SITE TO BE IRRIGATED IN PHASES SO THAT SECTIONS OF THE SITE ARE TO BE x IRRIGATED IN ON ALTERNATING DAYS AND ENTIRE SITE PROPOSED 2 STORY, IS NOT IRRIGATED ALL AT THE SAME TIME. ZONE 2 459500 SF, SLAB ON GRADE INDOOR SPORTS LAWN IRRIGATION LEGEND PROPOSED FULL CIRCLE /0 COMPLEX (F.F.=28.50) Cd IRRIGATION HEAD PROPOSED HALF CIRCLE IRRIGATION HEAD -7 10, PROPOSED QUARTER CIRCLE IRRIGATION VALVE BOX IRRIGATION HEAD ZONE 1 PROPOSED ADJUSTABLE. CIRCLE IRRIGATION HEAD L> ZONE 5 ZONE 3 t IT (SEE IRRIGATION DETAILS ON THIS SHEET) W V / * f`��] TYPICAL SIZE OF IRRIGATION HEAD 7, iiii f V yl PROPOSED -30 FEET RADIUS ZONE#1 34 NIRRIGATION HEAD T ------ ZONE#2 15 4............. 4 0) pi A,:4, 70 PROPOSED -10 FEET RADIUS PROPOSE C) IRRIGATION HEAD ZONE#2 130 R.P.Z. PROPOSED 15`X1O' BOX DUMPSTER ENCLOSURE ZONE#4 224 _07 IRRIGATION PLAN NOTES: 0 to) 0 1. SEE LANDSCAPE PLANS FOR PROPOSED PLANTINGS. 4-\ 2. SEE DRAINAGE & GRADING PLAN FOR PROPOSED GRADES & 0 STRUCTURES. 0 A 3. SOIL MOISTURE SENSORS WILL BE USED WITH THE IRRIGATION SYSTEM, TO WATER ONLY WHEN NECESSARY DURING TIMES OF C_ LOW SOIL MOISTURE. 0 *j 4. NO MORE THAN 5,000 GALLONS PER DAY SHALL BE USED 7) FOR IRRIGATION. ru-ml ZONE 4 5. THE FACILITY WILL NOT RUN THE IRRIGATION SYSTEM BETWEEN u III. r y. r THE HOURS 2:OOAM & 7.00AM 0 I\ y®� A A* FT\ 4 Ap I\ I *A A * A A, I f -A A A /a IRRIGATION PLAN CALCULATIONS: 0 V Mv I�N tevv 4 41 /- * * * y * . 1 USING HUNTER IRRIGATION NOZZLES MP3000 (30' RADIUS) AT 0� . . . . . . . . - tc� . . . . . . . . . . 011 * PROPERTY 40 PSI, 360* 3.64 GPM, 180' 1 .82 GPM & 90' =0.86 GPM. 'M LINE Nm zm 2. USING HUNTER IRRIGATION NOZZLES MP1000 (10' RADIUS) AT (TYP.) 40 PSI, 360* = 0.84 GPM, 180* 0.42 GPM & 90* =0.21 GPH & 210* = 0.49 GPM 3. USING HUNTER IRRIGATION NOZZLES ABOVE WITH AN U) - , - - - - - - - - - - - - - PROPERTY LINE (TYP.) S 38'0271200 V 573,42' 1 \82 - IRRIGATION RATE OF 0.39 TO 0.45 INCHES/HOUR. 4. ZONE#1 HAS (10) 30' RADIUS AT 360 , (21) 30' RADIUS AT PROPOSED VALVE 180., AND (3) 30' RADIUS AT 210', WITH A TOTAL OF 80.98 '(VIM2111W 7-7Aw>,n GPM. BOX MODEL# VB-STD AS 5. ZONE#2 HAS (2) 30' RADIUS AT 360', (9) 30' RADIUS AT RECEIVED IRRIGATION PLAN MANUFACTURED BY 180', (2) 30' RADIUS AT 90% (2) 30' RADIUS AT 210- AND 0 RAIN BIRD OR (25) 10' RADIUS AT 360', (103) 10' RADIUS AT 180' AND u 0 SCALE:30 1 "=30' 60 APPROVED EQUAL. 1 .08 J,TO PROPOSED AUG 3 2022 (2) 10' RADIUS AT 90- WITH A TOTAL OF 106.9 GPM. 8� Feet FROM WATER IRRIGATION 6. ZONE#3 IS ESTIMATED TO HAVE 44.0 GPM. SERVIf1r, SYSTEM Planning Board 7. ZONE#4 HAS (2) 10' RADIUS AT 360% (221) 10' RADIUS AT 10 MIN. CLEARANCE -- 1 .38 180', AND (1) 10' RADIUS AT 210- WITH A TOTAL OF 94.99 FOR DOOR OPENING GPM. PROPOSED 1"0 0 100 PSI NSF 1 2 3 MP ROTATOR POLYETHYLENE PROPOSED 1"0 FINISH GRADE T 0.40 100 PSI NSF -;4 PIPE POLYETHYLENE I, EL PROPOSED DOUBLE 0.45 0 u m PIPE it CHECK VALVE I�X/���), �y� LEGEND MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD MODEL #LF007 QT 8/1/22 L, AS MANUFACTURED 0 0 HUNTER POP-UP BODY(PROS-02), 1/41, DATE BY DESCRIPTION APPROV. EI BY WATTS OR BY 0 E... APPROVED EQUAL NOZZLE AND CAP PER PLAN [6MM1 0- HUNTER PRO-C ABOVE REVISIONS CONTROLLER TYPICAL DOUBLE CHECK VALVE DETAIL FINISHED GRADE FINISH 0 N.T.S. TOWN OF SOUTHOLD GRADE 7(N 10. 8-24" COILED WIRE ADJACENT LANDSCAPE SUFFOLK COUNTY, NY 0.1 [1hVft[Y I [PE@-9 SCH 80 NIPPLE WATERPROOF CONNECTORS (2) J I 1=1 E _4'-01(�D REMOTE CONTROL VALVE MODEL LATERAL PIPE PER PLAN 4 5 6 SPORTS EAST RECREATIONAL FACILITY --t- Q) MODEL ICV-XXXG ACCU-SYNC-ADJ PVC STREET ELLS (3) PROS-04-PRS40-CV LATERAL FITTING PER PLAN CONTROL WIRE IN FINISH GRADE ELECTRICAL 7 CONDUIT AS PER LATERAL I NEC CODE TEE OR ELL STANDARD VALVE BOX FIELD-BUILT SWING ARM -,\tq-OF NE IRRIGATION PLAN E LATERAL 0 cll�. ELECTRICAL SUPPLY PIPE C\ CONDUIT. IV, SCH 80 T.O.E. NIPPLE 0 4- L. K. MCLEAN ASSOCIATES, P.C. ?� , MAIN LINE PIPE & FITTINGS 0 ----- CONNECT TO 177% CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 POWER SOURCE. POP-UP BODY (PROS-02) C'� 6J J BOX INSIDE THE EDUCATION LAW OF 111E STATE OF NEW YORK PROHIBITS Sheet No. CONTROLLER. SPRAY HEAD Wz MP ROTATOR BRICK SUPPORTS (4) WITH SWING ARM ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: LMY/CFD Scale: AS NOTED AND/OR THE AccompAwNG SPECIFICATIONS. UNLESS LfrS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL", -mix .3/4" MINUS WASHED GRAVEL NO SCALE ENGINEER, WERE SUCH ALTERATIONS ARE MADE.THE W PRO-- CONTROLLER DETAIL SPRINKLER PVC SLIP UNIONS Ifindee SB.PRO.16 PROFESSIONAL ENGINEER MUST SIGN, SEAL DATE AND Drawn By: LMY Date: J U N E 2022 < DESCRIBE THE FULL DGENT OF THE ALTERATION ON THE I R 1 N.T.S. ffftmftY IRRIGATION DETAIL DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW NI T C SECTION 7209-2). Approved By: RGD File No. 21039.000 y LEGEND: >Atm ��'N ® PROPERTY LINE TEST HOLE BY MCDONALD GEOSCIENCES PROJECT ®__ PROPOSED LIGHT POLE ON 4-7-2022 f W LOCATION PROPOSED CONTOUR 27.0 L rotivr silty loam OL r... 10 < PROPOSED TRANSFORMER 26.5 ------- 45 - -1 1 .0 - - EXISTING CONTOUR 0-, LIGHT POLE :�' FIram and grayish brown silt ML Pec,0111e,.. SOIL BORING LOCATION : �.:..� , � -� UTILITY POLE ...,, :: ,, UTILITY LIGHT POLE 22.0 ._._•._.._. _ : PROPOSED CONCRETE CURBTRAFFIC SIGNAL POLE �' ` 8" H t — E ROOF DRAINAGE PIPE SANITARY MANHOLE PROPOSED CEN14 I A OWTS SEPTIC TANK W ` / / i GAS VALVE ....:. HS 20 RATED PRECAST VAULT ENCLOSURE - SIGN .< Ca.:Sri g qk ! Yetloishhrohnlnet try t1m nand SP CONIFEROUS TREE „r ,w 0 PROPOSED 100 SANITARY LEACHING POOL G DRAINAGE MANHOLE 4'` PROPOSED 10's� DISTRIBUTION LEACHING POOL ,>... I =; : ,: ` / ROUND DRAIN INLET Xw:•,,,. P LY FIRE HYDRANT PROPOSED DISTRIBUTION MANHOLE ., WATER VALVE s PROPOSED S i0.0 SANITARY PIPE 17 @ WATER METER £` W— PROPOSED 2" DOMESTIC WATER SERVICE (HIGHEST EXPECTED GROUNDWATER = EL. 5.0) LOAI„ N AP $4`t /1 (`� TELEPHONE MANHOLE SCALE: 1 "=500' .��, �s---- PROPOSED 4 FIRE SUPPRESSION SERVICE DECIDUOUS TREE TEST HOLE E PROPOSED U.G. ELECTRIC N.T.S. 27 \ S 38°271'20� W 573,42" '� 3 r / SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES N 1 1 m / 4 47- f 1 .. - t > / / O/ DRAINAGE BASIN "B" ` O� ; 00% ` 28 w r f N J a a : IN `ti •'.,,. : a a t t..,t PM t , t F ,,7 a .. T e .., ....., .. 7 r I � _•.„ ..� SEWAGE DISPOSAL SYSTEM DESIGN --E--E 27 I ALLOWABLE SITE SANITARY FLOW M M 1 .. ,. \ \, . . \ .. � :. •\' �` \ \ � , > DENSITY EQUIVALENT 1 \ , .. \ \ � ,. .�\ � � .:. �. \ \ \ _,� ., ,,. . �:\ '� • \\ ,,.. GROU IDWATER MANAGEMENT ZONE: IV 600 GPD ACRE \ .. \, :\ _ „� „� ,. . \ � \ \•` \ \ : �' t. USE 600 GPD ACRE X 5.33 ACRES 3,198 GPD wbwk\ a „ \ \\ a \, \. ' ... '..•, \ \_, .\..,,,„. .. a.., \...,�.e�\� ,. ... \ \.\�. ,,\ IN/A GE I PROPOSED DESIGN Mb FLOW PROPOSED 1 STORY RECREATIONAL REATIONAL BUILDING W MEZZANINE qj - .. , a.. \.. DESIGN SEWAGE FLOW RATE: RECREATION = 15 GPD/STALL b .: r:�::\ ♦ .' ! .' / : r ` /i ir r` KITCHEN GR AY LOAD. 2.5 GP /SEAT TOTAL SITE DAILY FLOW: GROSS FLOOR AREA) >\ \\\\, •.,� a _ BUILDING C r. \ 'STALLS X 15 GPD/STALL = 2 010 GPD (DENSITY) . : ., � Nk ' ', � SEATS X 2.5 GPD/SEAT 75 GPD (KITCHEN/GRAY) L .,; .. \ SEPTIC TANK PROPOSED 2 STORY — - \ , �� , / � � ,,,� �\o �f m , i_• REQUIRED: 2,085 GPD \ 4 459500 SF, SLAB ON F' PROVIDED Fu iCiean CEN 14 I A SEPTIC TANKS = 2,800 GPD F •� • .. s: � � I GRADE INDOOR SPORTS ` � "� \ � a ,� �,, AMLL. �: GREASE TRAP.. \., 0, COMPLEX F.F.-28.50 \ \„ „ P PROPOSED MAC R" AIR BLOWERS ' \\\., \o ,:. N rr _ , G ,D1REQUIRED• E77 75';: \ _ 'A PROVIDED: (1) 8 x 4 EFF. DEPTH 1 500 GALLON GREASE TRAP MODEL MAC200RII ON CONCRETE PAD rrTO BE HARDWIRED TO CONTROLLER _ vl LEACHING POOL fz.. PROPOSED FUJI CLEAN � s, (e Imo, lit - PROPOSED RP CONTROL PANEL IN ` \ __ " \ r\... NEMA 4X ENCLOSURE \ y REQUIRED - v INSIDE HOT ';`\, . �\.. , „ \ � �, ` �•; ;, PROPOSED VENTS W/ ,' . �, . ;; � \ ��\, \ � - . : t 2,08 GPD / 1.5 GPD/SF - 1,390 SF BOX EN SURE \ \ `� \ 1 390 SF / 31.4 SF/LEACHING POOL - 44.27 VF CHARCOAL FILTER 18 MIN. ; \ ,•\\ \\ .,,, ,;\, `' , ' b O , \ \ \ FROM tw:• -- �; ABOVE GRADE, 36 MIN. `:\ �� ,� \ ,� !� '►� \; _ ! c � ANY WINDOW OR DOOR. .`,' , f _> ,a,\; ..\ . \ :,• ,. PROVIDED. 10 0 x 1 1.67 EFF. DEPTH LEACHING POOLS - r ,�.. ! \. F f f f / 1 .68 VF V Ill /_ / / / \ FUTURE EXPANSION ram— .., , , „ p _ \ b ' :. . � , . -. a,°� 0% OF LEACHING CAPACITY c. � REQUIRED:.. r,: . :;:: . �. Q ED• 5 b Q PROVIDED: 2 10 0 x 1 1.67 EFF. DEPTH CON of .. .. \. - \. . _ > ,, \ � �\ . \. ,. �\ �, �,:. .:� \ . CONCRETE LEACHING POOLS K \ \ : \ \ . .� \ .. \4N \. pN v ) \ • \: \ , '; \\\ ' , TOTAL DENSITY VS. ALLOWABLE DENSITY 1401 ,� \ \ „ Fz` �a \ \ „ \'. \ a \ \�. \ ,\ :\, \ \: .. ,�., .. \ . , \ ., � .:.::. �� \.,� � �. \� � \� L DENSITY: 2,010 GPD „ ROF�OSE WATER \. �. \ \:: \ \.. \ \ \„ \\\ \ \ \ \ a:. METE \ „ . \ .\ �\, \ , \ ALLOWABLE SEW 3E�F \ \: � , • � � . \. \ \ � \ \ . � AGE DENSITY: 3,198 01 AU LT \, \ e\\ ,,\ :.� • \. \ • \ '° s 3 198 GPD 2 010 GPD - 1,188 \ � \ \ GPD REMAINING rb 19 1 \ / am ww 11 wt N s: > r RECEIVED -4- \N 1 ?aJ Southold Town �,,, \ o\ `\. �\ ,..\ tannin Board ',••a .\_.,.",a.'. .,_.,�Z,..•,• >\ \rl u 27 r\t..•\t f : # : -J•..v . .,, •.\,..: ' 8/1/22 MF R COMMENT FROM PLANNING DEPT. 7/25/22 CFD o 1 a DESCRIPTION BY , 1d , , , ,_ \., _ ;� . Uvvvvvvvvvv 2 REVISIONS. O TOWN OF SOUTHOLDO DRATNAGE BASIN A O � a _ i _ _27—' „+: ..• :\ :\ M: •„•A� � \, ,4 .. Zt,_'.,.. �..` „k.,... _l„,f ,Z?..._, r 1, <:f \C.. r ...Y, .-Y 951A ,_�, v_ Z'• ..,\: l+� E_ E .,V.. a 1 : at f t / � ,,,a.,, _ ,,.\„ .\,,,t , t f t\, f r r \t r\f f\f r ,•\t r\: :\. Y. .\ a a --\i m'\; `\. r •-a••, f r f a SUFFOLK COUNTY, NY 1` p� r ARCHERY PARKING SPORTS E AST RECREATIONAL FACILITY •�, � ,= � /, r-G " S 38027'2O" W 573,42' _ - - - - _ -OF PROPOSED SANITARY PLAN _ wv, � � ! \ � — � , .—, - - - - - - - - - - - - - -- .— _-._. -- _-._— .fdi'13i112IQ73i1H21� — - - - - - - - - - �. =`�_ _ — ` ` __ _ _ ,`�.`- f y 7M ' SITE PLAN N/F - - -- _ \ �, * L. K. McLEAN ASSOCIATES, P.C. C\ \ CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE NEAL J. CICHAN©VICZ TRUST AND _ _ _ , C\I Q) SCALE: 1 =30 4 THE EDUCATION LAW OF THE srgTE OF NEW YORK PROHIBITS n Sheet NO. o THE SARA CICHANVVICZ 9S5 Designed MF/CFD scale: AS NOTED L-- \ ANY PERSON FROM ALTERING ANYTHING W THE DRAWINGS gned �i 0 30 60 � AN9/OR.•THE NCCOMPANNNG SPECIFICATIONS. UNLESS R'S Feet (TDVN OF SQUTHULD DEVELLPPMENT RIGHTS) \ UNDER ON OF A LICENSED PROFESSIONAL 5 ENGINEER, WHERE S ALTERATIONS ARE MADE THE w Z \ (BEVELUPED/VELL VATER) \ DESCRIBE THT FULLLGI�NTMOF TIE nLTSERgnoN oN Tt°iE '�/RJ�'1'e��1��1A�' Drawn By: MF Date: DUNE 2022 I DRAWMG AND/OR IN THE SPECIFICATION (NYS ED. LAW ) SECTION 7209-2), Approved By: RGD File No. 21039.000 FRESH AIR INTAKE PIPE W/ SCREEN TRAFFIC BEARING, HEAVY DUTY TRAFFIC BEARING, HEAVY DUTY CAST CLEANOUT AND EXTERIOR CAST IRON FRAME AND COVER IRON FRAME AND COVER DECK PLATE FLUSH WITH WATERTIGHT, BOLTED LIDS WATERTIGHT, BOLTED LIDS WITH ASPHALT PAVEMENT WITH GASKETS TO GRADE. GASKETS TO GRADE. F.F.E.= 28.50 1� I 2'MAX. AX 2.5'MAX. CHIMNEY 2.5MAX. CHIMNEY 8" TRAFFIC T 8" TRAFFI( 8 �-20"MIN �-20"MIN, BEARING 4� :T"---� BEARING SLAB LAB 12" MIN. $—:= 11 - --- - - - - - - - - - - -- -- F1 6" - --12 PROPOSED 4" SDR35 PVC PROPOSED 4" SDR35 PVC PROPOSED 4" PIPE @ J" PER FOOT MIN. 6" SDR35 PVC PIPE @ A" PER FOOT MIN.INV. 26.00 PIPE @ J" PEI DROP TEES TO DISTRIBUTION LEACHING TO DISTRIBUTI( CAST IRON PIPE SHALL EXTEND FROM PRETREATMENT TANK POOL POOL THROUGH FOUNDATION WALL A & GREASE TRAP (INV. EL. OUT =25.17) PROPOSED 4" SDR35 PVC 4'-0" MIN. OF 2' (INV. EL. OUT BUILDING CONNECTION (INV. EL. IN 25.67) 4"---- PIPE @ J" PER FOOT MIN. (EFF. DEPTH) CLEAN OUT TO DISTRIBUTION LEACHING -0" LIQUID DEPTH 5' POOL (INV. EL. IN =25.07) 4" 12T6" 0 61' _8 T_ 1 .200 GALLON PRETREATMENT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PVC PIPE FROM MAC "R" BLOWER TO 24" HEAVY DUTY CAST IRON LOCKING COVER (H-20 RATED) TO TANK AIR INTAKE AS PER MANUFACTURER'S GRADE W/ SAFETY SCREEN & CONCRETE COLLAR/RISER (TYP.) 1 ,500 GALLON GREASE TRAP REQUIREMENTS GRADE W/ S PROPOSED 0s cONTRm mu HEAVY DUTY & LOCKING CAST IRON VALVE WITH RISER/CLEAN OUT COVER TO GRADE. COVER TO GRADE C".OF 2) HEAVY DUTY & HEAVY DUTY, WATERTIGHT, TRAFFIC LOCKING CAST IRON BEARING AND LOCKING FRAME & END CAP TYPE S COVER TO GRADE TOP OF RIM LEVELING DEVICE COVER TO GRADE. ST1 RIM EL. 27.50 ST1 RIM EL. 27.50 ST1 RIM EL. 27.40 ELEV.=27.2' 0 DV S ST2 RIM EL. 27.50 ST2 RIM EL. 27.50 ST2 RIM EL. 27.40 71 INSIDE TOP OF VAULT 2.5'M EL. 116.61 2'-0" MAX 2'_6" MAX* rn -AV—AF— —A A A—A—A 2'-0" MAX. 8. �-24 2'-6" MAX. -V MIN. 4" DIA. 8" THICK TRAFFIC SDR 35 PVC PIPE 4! W BEARING SLAB PITCHED MI 1/0- PER 8" THICK TRAFFIC I 2' MIN. ABOVE BEARING SLAB 5- OUTLET INVERT MIN, --s—S PROPOSED 4" SDR35 PVC IW.(IN) 3'J PROPOSED 4" SDR35 PVC PROPOSED 4" SDR35 PVC PIPE 0 J" PER FOOT MIN. ELEV. 24.21 00 PIPE 0 A" PER FOOT MIN. PIPE 0 A" PER FOOT MIN. TO DISTRIBUTION LEACHING INV(OUT) TO DISTRIBUTION LEACHING TO DISTRIBUTION LEACHING POOL ELLV. 24.04 POOL POOL (INV. EL. OUT =24.30) BOTTOM OF TANK (INV. EL. OUT =23.70) 14� S_ (INV. EL. IN = 24.47) DI STRU BUTION ISAM LING MANHOLE EL 23.37 91 -0. INV. =23.62 (EFF. DEPTH) (DO PROPOSED FUJI CLEAN CEN14 I/A PROPOSED 4" SDR35 PVC O.W.T.S. INSTALLED IN HS-20 RATED PRECAST CONCRETE VAULT PIPE 0 J" PER FOOT MIN. INSIDE BOTTOM (D OF VAULT = TO DISTRIBUTION LEACHING ^0 BOTTOM OF POOL cv (INV. EL. IN =23.95) >1 TANK EL. 108.61 -4 — (EFF. DEPTH) c- U PROPOSED I/A O.W.T.S. FUJI CLEAN CEN14 1,350 GALLON IN HS-20 RATED U) PRECAST CONCRETE VAULT N.T.S. (VAULT AS MANUFACTURED BY ROMAN STONE CONSTRUCTION COMPANY OR APPROVED EQUAL) REFER TO SHEET FOR ADDITIONAL INFORMATION 12'-0" 10.0, (MIN.) U 14'-0* DISTRIBUTION LEACHING COLLAR POOL to OLLAR*­- • 0 #5 REBAR EA. WAY u TYP, ---------------------- .............................. ------------ 2'- 2'-1 3/4' 2'-8 1/4".3/4 _1 1 5 ---------------- 'MIN: ABC 3' -EXPECTED.G 306NDWATER IN.- PENETRATION'NETRATION M, o U ..INTO A VIRGIN -STRATAj OF SAND A L: IT/I HIGHEST EXPECTED WATER ELEV.=4.40' 14 REBAR 0 12"O.C. TYP (VERTICAL BARS) ................. ..................... BACKFILL MATERIAL 31 4'-0. 4'-7 1/4- 4 3/4" CLEAN SAND AND — 0 GRAVEL C) 6 REBARS AROUND OPENINGS # 6 REBARS AROUND OPENINGS (4)4'--3- LONG 4 3 7 LONGS B TYP (HORIZINTAL BARS) 2 PLACES TYPICAL LEACHING POOL 14 REBAR 0 4*D.C. —----------------------—----------------------------------- ...... '21 RECEIVED D ............... AU 3 j 1* CLR TYP outhold Town 1*CLR TYP Planning Board 0 1 11 N I I A 16 cN U) ........ DATE BY DESCRIPTION APPROV. BY 0 0 < • 0 + #5 REBAR 012- O.C. REVISIONS 0 15 REBAR 12" O.C. 6. 6' 14 SPACES 0 12" 14'-0* TOWN OF SOUTHOLD IW_4 z I / I 1� I ---------—------------- 15'-O� —------ I I EMBEDDED FRAME AS PER Ica US FOUNDRY ASSEMBLY SUFFOLK COUNTY, NY G u L �ou—th F 8027054 FOR 30* MANWAY SPORTS EAST RECREATIONAL FACILITY CEN14 HS-20 RATED VAULT SECTION VIEW #5 REBAR, EA. WAY 0 N.T.S. TYP. t.,. E OF NEW SANITARY DETAILS WD G. CN EMBEDDED FRAME AS R FOUNDRY ASSEMBLY 8021P82Eb US FO Zu FOR 24 MANWAY, C 6 +_C_t7' 7' 6' 6' 6' 6' 6' 6 15- 15' 6' 15' 1/4 1/4 6* 6" CJ61 01 ----- L. K. McLEAN ASSOCIATES, P.C. 2 PLACES 2- 2. \2: CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 B C\� ----I THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ,E Q) Sheet No. C. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS c- UNDER THE DIRECrION OF A UCENSED PROFESSIONAL 2 GO CEN14 HS-20 RATED VAULT PLAN VIEW ENGINEER. WHERE SUCH ALTERATIONS ARE MADE. THE 4:v � PROFESSIONAL ENGINEER MUST SIGN. SEAL, DATE AND Drawn By: MF Date: JUNE 2022 1 --' DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE < " N.T.S. DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW S2 SECTION 7209-2). Approved By: RGD File No. 21039.000 3. 34 - - t3 3'-6 " - CHAMBER Volume(gal) INLET BAFFLE (l Sedimentation Chamber 837 SCUM BAFFLE (2) Anaerobic Filtration Chamber 839 120 VOLT, 10 SERVICE TO FUJI (CIRCULATION 0 Aerobic Contact Filtration Chamber 378 CONTROL PANEL i AIRLIFT PUMP 2 #8, # 12 GIRD IN 1" PVC 0 Clarification Chamber 186% CONDUIT(3) Disinfection Chamber 12 INDOORS I OUTDOORS Total Volume 2,252 I 5" INLET PIPE- POWER ( OWTS CONTROL PANEL IN NEMA 4X ENCLOSURE GR°°"° ISINFECTION SPECIFICATIONS PANEL t LUG CYLINDER (OPTIONAL) Anaerobic Media PP/PE I N a 23 s s c ' --► I NO FIELD OUTLET PIPE Board Type Aerobic Media PVC/PP/PE ONE 20A, 1-POLE CIRCUIT I CONNECTION Aerobic Media PP/PE BREAKER IN EXISTING PANEL 2oA Blower 7 cfin I — UENT Tank FRP ALL WIRING SHALL BE INSTALLED © AIRLIFT PUMP Piping PVC/PP/PE I � � I ( INSIDE SCHEDULE 80 PVC CONDUIT _ Access Covers Plastic/Cast Iron � — & SIZED AS REQUIRED. Disinfectant(Optional) Chlorine Tablets I AIR AIR c�aMPR: Co VENTILATION PIPE LOW OPENING (TYP LOW BAFFLE D AIR INTAKE FINISHED GRADE RECIRCULATION PIPE (GLEANING OPENING) PLAN VIEW ON-SITE WASTEWATER IM RECIRCULATION TREATMENT SYSTEM 7- PUMP ALARM EFFLUENT .....LLL FLOAT FLOAT PUMP SWITCH 18" MANHOLE 18" MANHOLE ASSEMBLY 4" MANHOL ISINFECTION 4" MANHOLE SWITCH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CYLINDER (OPTIONAL) T LOW OPENING OWTS SINGLE LINE DIAGRAM V_4" - V-7 j" N.T.S. �... 7" CARD TYPE CONTACT MEDIA 6'-9 " 1,- 3„ 1. 5'-S4,P 5'-32. 02 5'-34„ 5P-32P, I s, 2'_8.3" 3 ECIRCULATION AIRLIFT ASSEMBLY 0 Specifications „ Model MAC150RII M.AC200RII AEROBIC MEDIA 7 Air Flow Vo L ume CI' 5.3 7. 1 �\ /—\ L/m I In 150 1 200 8 " NormaL Pressure Psi 2.9 P 20 FLOW OPENIN ERATION ASSEMBLY ® ® ® Rated Vo L t a g e V AC 120 Frequency Hz 60 SECTION A—A VIEW SECTION B—B VIEW Power Consumption W 115 1 155 Welght kg APProx.9 Outlet Pipe Inch 1'(OD) L , 3„ Power Cable Inch 6'2" E341 —0 UL. fi i Le number llL I an .0 Country of orlgln Jaeopan 00 CAPPED OR PLUGGED SUFFOLK COUNTY TYPE "F" O ADJUSTABLE CASTING TO GRADE :ll U 'VISUAL FINISHED BEACON OPERATION & MAINTENANCE NOTES:INSTALLATION SYSTEM CONTROLLER/ALARM GRADE O O 7 i� (FASTEN TO BUILDING) - .— ADJUST TO GRADE WITH N.J. SHALE RED BRICK & MORTAR (MIN. OF 1W0 1. INSTALL BLOWER ON LEVELED SOLID BASE. ENSURE ADEQUATE VENTILATION AND PROTECT AGAINST DIRECT SUNLIGHT. COURSES & MAX. OF 15") 2. MAINTENANCE REQUIRES A TRAINED TECHNICIAN. ® ® ® 3. FOR MAXIMUM EFFICIENCY, INSPECT AND CLEAN INTERNAL AIR FILTER " 6" LAYER OF STONE GO ONCE EVERY 3 MONTHS. MAINTAIN MIN. 6" SEPARATION 4. RECOMMEND DIAPHRAGM / VALVE ASSEMBLY REPLACEMENT ONCE ELECTRICAL & CONTROL TO BLOWER BETWEEN BRICKWORK AND STRUCTURE EVERY 12 MONTHS. (NOTE: A DAMAGED DIAPHRAGM WILL TRIGGER CONTROL WIRING TO OWTS SEE THE AUTOMATIC STOP FUNCTION.) PROFILES 4"DIA. SDR 35 PVC PIPE PROPOSED CONCRETE PAD MAC "R" AIR BLOWER TO BE 4" DIA. 30' ELBOW U HARDWIRED TO CONTROL PANEL 0 TO -' ELECTRICAL z 4"X4"X4" 69 WYE BRANCH c O SUPPLY :2 COMPRESSED AIR LINE TO OWTS U fi GFI RECEPTACLE 0I FLOW 4" Dui. 4" DIA. FLOW 7�" 1„0 MOUNTED ON ❑ ¢ SDR-35 SDR-35 BUILDING INSULATED BLOWER ENCLOSURE 6" CONCRETE BLOWER PAD TYPICAL BUILDING CONNECTION CLEAN OUT DETAIL 3 GRADE - f �-"'--7 �-I I " u1 N.T.S. f 1 —�-{ $ . . 0 CONTROL PANEL & BLOWER DETAIL F U N.T.S. PROPOSED CONCRETE PAD L PROPOSED CONCRETE PAD 2'-0° REC__EIVED U (— DOUBLE MAC 20OR11 BLOWER DETAILS AUG 3 2022 U N.T.S. I 1 Southold 1 CLNf, ____ rn Planning 8nar 1 L_ 0 �... CAPPED OR PLUGGED SUFFOLK COUNTY TYPE "F" 1PP U: FINISHED ADJUSTABLE CASTING TO GRADE GRADE _ --- ADJUST TO GRADE WITH N.J. SHALE 4 DATE BY DESCRIPTION APPROV. BY 0 ____ -RED BRICK & MORTAR (MIN. OF TWO 1 -g4" U� Yy COURSES & MAX. OF 15") I- -2'-10"---� REVISIONS 06" LAYER OF STONE SECTION TOWN OF SOUTHOLD MAINTAIN MIN. 6" SEPARATION N BETWEEN BRICKWORK AND STRUCTURE STAINLESS SUFFOLK COUNTY NY i SEE " F _u? PROFILES 4"DIA. SDR 35 PVC PIPE STEEL BOLT PLAN '/s" THK. WASHER 4" DIA. 30' ELBOW SPORTS EAST RECREATIONAL FACILITY - N , 3/8" 0-RING GASKET 4"X4"X4" 60' WYE BRANCH NOTES. o� Nf w SANITARY DETAILS 2 '��- Y� F 4"DG4 FLOW 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 308 OR MAX. 1 pN� G. SoR--3 cll ' 5 35B SPECIFICATIONS C + 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY LOADING ;�; L. K. CLEAN ASSOCIATES, P.C. C� 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 PRECAST OR APPROVED EQUAL. r TYPICAL BUILDING CONNECTION CLEAN OUT DETAIL . THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS (� y MF CFD Scale:N.T.S. AS NOTEDAND sheet No. o _ 2 4 WATER TIGHT HEAVY DUTY LOCKING ANY PERSON FROM ALTERING ANITWNG ON THE DRAWINGS Designed B EN/OR GINEERE DIRECTION I RE SUCriOF OG SPEancAnONS,A LICENSE PR MADE. S �n DO FRAME & COVER PROFESS THE R ENGINEER MUST SIGN.SEAL. DATE AND /ft-Is V Q i N.T.S. DRAWING AND/OR IN THE SPEgFICATILT (NYO OD. LTHE Drawn By: M F Date: J U N E 2022 S DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE SECTION 7209-2). (n Approved By: RGD File No. 21039.000 S 3802 `20'r t PROPERTY LINE (TYP.) 3 s. W W „�- r\� "� \ .� '� � �k�r lL?���t ! .��� J .._����\tlr�'�'\f -\~'Y�. ...�C.~.t"R7\!Y-•fit~•:.. _..._-. '\ '7.J : : \~`-~„a(`..,.'_r_ '_ ..-.�"�`_ {V >. �...- ,'-\r '\t " W W W ' W W lYS !! 7! O DRAINAGE SASMI W B y /q f ,I W W y W W y W W y y W W W W W W W O W W W W W y W W W W w y W W W _ y w W \ W W W y W W W W W W \ W W Z W W� w w 14 \.._.:� ... _.�'_.. .... F`t...�:'....r... ,t,_.�.~`./ t 1....t...� t \` t t wi r v r -.'-m' ,r r r '.r._r ( r\ '}'_ 'e _ t •k r W r....?`- W , y W W W W W W W W w W W W W W W W ,/, • W , W , W W w w W W w W ,` w W R.O.W LINE LU LA Li w W W W W 1 1 P•(/,•�� y "k W W w W W w 4,00. w w J w W w W w . w W W w W w w w \\\ W w D( w W •yam\ -_ _ OVERALL P L A N T MAT E R I A L L I S T PARKING AREA I 9'.4 )7 T11 W 26.01 w \. ..~.r v\ -,- -'"'Y_', ''3`...y w y y W w w w w --I1-�•--2.1' z w - w~ '"''/ SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES W W ,,, y w v w •f '..: � 5r W W W W "t 1 9.5' 1 9•5' , ~ cz� w.v w 'y ¢¢ (NP•) (N •) :I _.5,;: (�YP.) �I w ''-`-�r' W w •~�:~,.�_ =?:- ArRP 9 ACER RUBRUM 'RED RED POINTE MAPLE 2"-2.5" AS DECIDUOUS y,� w w w w w w fi POINTE' CAL. SHOWN SHADE TREE w w w fVNSFORMERw w 341.0' -- I -~:���_~:` - Iw y y ! w w w w w y u w w1 _ W w + AgA6 6 AMELANCHIER AUTUMN BRILLANCE 2"-2.5" AS DECIDUOUS / ♦ , ♦ ♦ . -_"'= W W y GRANDIFLORA x AUTUMN SERVICEBERRY CAL. SHOWN SMALL TREE �\`°�°� \ • ' W y W f w w •Y w W w w w W (� D�2AIl�lA ...' '?-- BRILLANCE U•5' . - BASIN A �<' /K p� I C - ... ` ; ~_;.. I ICJ 'l.�,._ .. fr� (n,P ) w 1 0 ' H SERVICEBERRY CAL. 5 SHOWN DECIDUOUS - 1 y y y w -,- � W w w - ._-�,_, _. MELANC IER LAEVIS CUMULUS 2" 2 AS NARROW A k `` � 'CUMULUS' C S D US W W W w w w w w w w w w w TREE PARKING KING �..t .~Y W w W W w V w w W w u w 8 0, W �,~ `^ W y '� CcA 9 CERCIS CANADENSIS WHITEBUD REDBUD 2"-2.5" AS DECIDUOUS AREA II ~ fm. f� (TYP•)_.-�•_ ���- ` • W ° ;'� ��~ 'gLBq' CAL. SHOWN SMALL TREE w W w w f w CfCP 5 CORNUS FLORIDA CHEROKEE PRINCESS 2"-2.5" AS DECIDUOUS 'CHEROKEE PRINCESS' WHITE DOGWOOD CAL. SHOWN SMALL TREE y W w w y w GUS 13 GLEDITSIA TRICANTHOS SKYLINE HONEY 2"-2.5" AS DECIDUOUS � PROPOSED 2 STORY W J'._ y =' INERMIS 'SKYCOLE' LOCUST CAL. SHOWN SMALL TREE, - _� W C. y w w W w Fy W / w F \ MM 45,500 SF, SLAB ON _ w ;t_. .=; -~` y y ��\t`- Qr 13 QUERCUS RUBRA RED OAK 2.5"-3" AS DECIDUOUS W V, ® y GRADE INDOOR SPORTS - W '-) CAL. SHOWN SHADE TREE o w y COMPLEX (F.F.=28.5' 0) •0' 10' EVERGREEN O.C. Pa 56 PINUS ABIES NORWAY SPRUCE g&B HT., TREE ' ' 10' O.C. EVERGREEN w w w MATCHLINE D-D -'-- ~-� Ps 39 PINUS STROBUS EASTERN WHITE PINE -8 HT., W w , C H L I N E A-A W / � � � � : y � ...�'...rvv.l... { ���� ` �- O(� B&B TREE ( \l CjY 20 CRYPTOMERIA JAPONICA YOSHINO JAPANESE 6'-8', B&B 10' O.0 TALL w YOSHINO OR ALT. THU I JA CEDAR OR ALT. OR 10 EVERGREEN w 02P OCCIDENTALIS 'SMARAGD' EMERALD ARBORVITAE CONTAINER HEDGE Jv 81 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6!-8/f #5 6' 0•C• EVERGREEN CONTAINER y y y w w W W w w y y 8.0' TYP. 19.5' ... 61 E O r,, W w ( w ._.. •V C v JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6 -$ f #5 0 O. T L_. � CONTAINER 1 C. EVERGREEN TYP. CAP J c 19.5' w� :- `Q ti R1 HEDGE w w w W 0 w w w •Y w W w y -- - w W w ` I l l w (�P' w 13 w w \ fi Am 141 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' O.C. FRUITING W W w w «, w •y •y �, !( w w w w 5.0 TYP. y w w � b CONTAINER SHRUB 2, r iw y w W W w w PP.,0 �3SED w o 24 W w w w w W w w R1 3 DrRW 124 DIERVILLA RIVULARIS LOW BUSH #3 3' O.C. FLOWERING lw w R P w w 19 5' PROPOSED o o (N w W W w w w w y W w ,� RU-BEE WREN HONEYSUCKLE CONTAINER SHRUB y ' w BOX w w w y I UNDERGROUND o w y w W w w FxC 89 FORSYTHIA x FORSYTHIA GOLD 3 3' O.C. FLOWERING �r, r W a y, w w w w w , w w SANITARY SYSTEM 8'0 w W W w w W W w w 'COURTASOL- TIDE # `` CONTAINER LOW SHRUB (l' ' y y W �' w w w y 233.0' 0 o I Lv PROPOSED 15'X14' W w w W w w w w W R� V ) f f n i.,._ 1 �� O .� HxH 100 HYPERICUM x HIDCOTE HIDCOTE ST. #3 3 O.C. FLOWERING W w JOHNSWORT W W r I W W y y W w (] � o o DUMPSTER ENCLOSURE '� w w �• w � 9.O O W W w w W w w \I CONTAINER LOW SHRUB ly w`A w W w w y w I PARKING AREA III (LEI w w www RaLG 85 RHUS AROMATICA GROW LOW SUMAC #3 3' O.C. LOW SHRUB �� a w n' W W W W Z o '` /- 2.4 �-- W w w w T� 'GRO-LO' CONTAINER W w w w \\,, 19.0, 19• = 9.0' 9.0' I v `--7 19 0' w w w W w w www W y 3�ba CSAF 52 CORNUS STOLONIFERA ARCTIC FIRE YELLOW #5 5' O.C. FLOWERING p w w y y w U ARCTIC FIRE YELLOW TWIG DOGWOOD CONTAINER SHRUB O N5 6"� ° MP 46 MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING W r w w w y w 9.0 9.0 0 10 0.4 w w w W w w w CONTAINER SHRUB 4.0 W w W •i / W W i++ ,Y w y W W w w 9.O w w w W w w �' f (np•) w W w W W PoF 39 PHYSOCARPUS FIRESIDE NINEBARK #5 5 O.C. FRUITING w w w w OPULIFOLIUS 'FIRESIDE' CONTAINER SHRUB T_ W W w w w V, --F!-J1 w y W w w w w W w w w w w w w w w w w w w W .y . y w w w w w w \J y W jOJt W. w w W w w W w W w W w w W w W W W w `r' w w W w •y W w w W VcIBB 56 VIBURNUM DENTATUM BLUE BLAZE w W W W W w W W w W W w W w w w W •V W w W W tu,07,1'�17 0•C.74 w � W W W W w W W W W W 1fy5 F- w W w W CONTAINER SHRIUBG,... ARROWWOOD . " ..:x... ......., y, .,.. r , \ \ :.. . , � . � Ate. ...\...Z ....�._ ..._ ... .. __ ._.......!. _L... I 1 �:.;/� ,crrr 5 X GLABRA COMPACTA COMPACT INKBERRY #5 `� I C ILEX NATIVE ' w wpy 1 OR ALT. KALMIA OR ALT. MOUNTAIN CONTAINER FLOWERING / / W W y +y ' y w W "�"\\'W W W W W y W W y W W w y W W W W W W W w W W W W y y •� W W W y ���� '` � W� W W W W W W W W W y I // y W CY W� w w W w w w a•t �`(p W W y w W W y w W W � W W W W W W W y W W W W Ow y w W W W W W W W W VO W W y W W W W W y y W W ok W W W W W W W W W y `- w w w •y W w EVERGREEN T W W W W W W W W W W y W y W W W W y W W W W W W W -W- ,D W W W y W W W W y W W W W W W W W W W W W W W W y y W y y W' K' w w W PROPERTY LATIFOLIA LAUREL :,r r..•t f. ,.I •I'r\r�r�t \r�r \, . . ._ ......... . ...>...... , " fff f e.-:\: .,, ..\. ., > .. ._.......,....... .-G... _ ....\._ ...k'..s._/ l..t...... _\/ f ly \f' F" R! R R \ t� ...;,e._<... ,_.!...1_.' ..\: ! `{ / _......._ ...\._�.. ... .. , r i a t ,> �_....... ... t_... .............. . ,, ...r ,_.._ I s 3 2 18 -24 3 \ _.......,,. . - ' ,... ..............- y�,/�.` ti _ _ ...._.... _ ........ 9 ILEX GLABRA SHAMROCK SHAMROCK INKBERRY O.C. COMPACT \ a � \.. .......\....... ...\_...._ - _.._... ..... ,: / ,\ �' ....... ><�.... ._�...k...::. HT. B&B EVERGREEN k\r > y �w y \.._ \ ................. ..._. ,\ .....a. .. ......_ . ) ChP 20 CEPHALOTAXUS YE 3 3 O.C. COMPACT ._ ` y ., w W WTOPIA (COMPACT �� ^_ y �. .�, ;r ( P HARRINGTONIA PLANIA CONTAINER EVERGREEN . . _. . TY -] JAPANESE PLUM YEW - o , OR ALT. TAXUS X MEDIA �' \ I --- - -- - -- - - - _ S 3 27 20 W 573,42 PROPERTY LINE (TYP.' I 'HICKSII' OR ALT. HICKS YEW -� PLANTING PLAN 0000t� PvHM 44 PANICUM VIRGATUM HEAVY METAL SWITCH #3 3' O.C. ORNAMENTAL PARKING AREA LANDSCAPING HEAVY METAL GRASS CONTAINER GRASS n accorance with§ - ) c > SCALE: 1"=30' (i d ih28095 S"HIZACHYRUIUM ' AREA ID #of Interior Interior • Perimeter Perimeter �� SsTB 176 `- THE BLUES LITTLE #3 3 O.C. ORNAMENTAL -1-J PLANTING NOTES: stalls Landscaping Landscaping Landscaping Landscaping SCOPARIUM 'THE BLUES' BLUESTEM CONTAINER GRASS ° FERTILIZER PEST MANAGEMENT NOTES: U / Required (sf) Provided i Required(sf) Provided . . 1 . PLANT MATERIAL SIZE & TYPE SHALL FOLLOW THE LATEST 4 DEPTH TOPSOIL AND SOD ``" 3" DEPTH MULCHED "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI) AS PUBLISHED 1. THE USE OF INTEGRATED PEST MANAGEMENT (IPM) STRATEGIES ARE REQUIRED. (stalls X 10sf (sf) (4'x lot (sf) (FESCUE/BLUGRASS MIX) %` �'' PLANTING BEDS AS SPEC. BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 2. THE APPLICATION OF SYNTHETIC HERBICIDES AND PESTICIDES ON-SITE ARE in areas with I perimeter] �• . `.`yk -4 Q 2. ALL PROPOSED PLANTINGS SHALL BE IRRIGATED WITH AN APPROVED PROHIBITED. 20+stalls) W w W 4" DEPTH TOPSOIL AND SEED MIX FOR NATIVE/NATURALIZED TURF AREAS (WHERE MOWING IS I 32 320 523 380x4=1,520 1,663 w w W y ANTICIPATED) SEE SHEET No. PL2 FOR SEED MIX SPEC. & EROSION CONTROL DETAILS UNDERGROUND SYSTEM. DRIP IRRIGATION SHALL BE USED AT ALL 3. THE USE OF PESTICIDES ON AND AROUND SURFACE WATERS (WETLANDS, STORM II 33 330 723 331x4=1,324 1,594 w w w PLANTING BEDS AROUND BUILDINGS AND PARKING AREAS. WATER CONTROLS, PONDING) IS PROHIBITED. -- - ----- --........-__ - III 66 660 686 j 572x4=2,288 4,186 3. ALL PROPOSED STREET TREES SHALL BE WIRE FRIENDLY TREES AND 4. THE APPLICATION OF INTEGRATED PEST MANAGEMENT IS ENCOURAGED. 00 SHALL BE A MIN. 5' SETBACK FROM RIGHT OF WAY. 5. FERTILIZER WILL BE APPLIED ONLY AFTER IT HAS BEEN DETERMINED TO BE Total 131 1,310 1,932 j 5,132 7,443 4. SEE SITE PLANS FOR OTHER NOTES AND SITE FEATURES, MATERIALS NECESSARY BY SOIL TEST, AND ONLY IN THE SMALLEST AMOUNT NECESSARY. ' AND SURFACES NOT PLANTED. {{�;"� 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD 6. ONLY ORGANIC-BASED NITROGEN FERTILIZER WITH ALOW-NITROGEN NUTRIENT �y� , 0 5. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED LEAF MOLD) RATIO AND HIGH PERCENTAGE OF WATER-INSOLUBLE NITROGEN (WIN), 50 TREES PROVIDED ON-SITE d'lti DATE BY DESCRIPTION APPROV. BY o WILL BE INCORPORATED INTO THE TOPSOIL AT A RATIO OF ONE PERCENT MINIMUM IS PERMITTED TO BE USED. THIS PRACTICE WILL ALLOW FOR REVISIONS a� PART ORGANIC MATTER TO TWO PARTS NATIVE TOPSOIL, TO SLOW RELEASE OF NITROGEN, DRIVEN ONLY BY BIOLOGICAL ACTIVITY, TYPICALLY Area No. Perimeter' Required Required Required Total p o o INCREASE ITS WATER-HOLDING CAPACITY. IN SOIL TEMPERATURES ABOVE 55' F, AND WILL PREVENT NITROGEN LEACHING. Description of (If) §280-93A §280-95A §280-958 New ` °j'� TOWN OF S 0 U T H 0 LD (V 6. COARSE MULCH AT A MINIMUM DEPTH OF 3" IS REQUIRED ON ALL 7. A MAXIMUM OF 1 LB OF NITROGEN PER 1 000 SQUARE FEET IN ANY ONE Stalls Provided2 Q�a� SUFFOLK COUNTY NY PLANTED MATERIAL. APPLICATION WITH CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS PER Area I 32 380 - 3.2 9.5 12.7 SPORTS EAST RECREATIONAL FACILITY �� 7. ALL TREES AND LANDSCAPING ARE REQUIRED TO BE MAINTAINED BY 1 ,000 SQUARE FEET PER YEAR IS PERMITTED. Area II 33 331 - 3.6 8.28 11.88 °) THE PROPERTY OWNER AS SHOWN ON THE APPROVED SITE PLAN. 8. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS PROHIBITED Area Ill 66 572 - 6.6 14.3 20.9 CARROLL AVE., PECONIC 0 ° SHOULD A TREE DIE OR OTHERWISE BE DESTROYED, IT MUST BE UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST SHOWS THAT THE LAWN �- --- 9,5 - - - - - -- rj � Road--'---- 3$0 9.5 - 10 �' REPLACED WITH THE SAME SPECIES AND SIZE AS SHOWN ON THE DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD OfNE41 OVERALL LANDSCAPE PLAN � APPROVED SITE PLAN WITHIN 6 MONTHS. ANY CHANGE IN TREE OR NUMBERS. THE NUMBER IN THE MIDDLE IS THE PERCENTAGE OF PHOSPHORUS FrontsI;e E LANDSCAPING SPECIES MUST BE APPROVED IN WRITING BY THE IN THE PRODUCT, E.G. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE MIDDLE Total 10 13.4 32.08, 55.48 P"\F- Y '` N� G.D CNI PLANNING BOARD. OR LOWER IS NOT RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 0.67 Required Say say o so so 9 n MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST Total 10 14 32 Feet ED AROUND THE BASE. * ie�^ Tk L. K. McLEAN ASSOCIATES P.C. ANY TREE NOT SHOWN WITH SHRUBS LOCATED, INDICATES IT IS NECESSARY. Provided OF THE TREE SHALL BE PLANTED WITH A 5 RADIUS MULCHING BED CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 i5 FROM THE CENTER OF THE TREE. Street Trees Provided on Exterior Roadways per§161-44 11 THE EDUCATION UAW OF THE STATE OF NEW YORK PROHIBITS ' c� Q� ---- -- - _....... -........_._.... - ------_ ' - - + C Sheet No. Designed B ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS AS NOTED Total Proposed Trees 66 - _ _ AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT•St}$�� y FD Scale: 0_ 9. STREET TREE PLANTING ALONG FRONT RIGHT-OF-WAY (R.O.W.) _ UNDER THE DIRECTION OF A LICENSED PROFESSIONAL C_ Note: ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE SHALL FOLLOW THE TOWN OF SOUTHOLD LANDSCAPE CODE 161-44 �'� � ` Drawn By: LMY Date: JUNE 2022 P L 1 �� 1)Perimeter calculated excludes linear footage bordering access to roadway or adjacent parking DESCRIBE PROFESSIONAL FULL ENGINEER OF THE ALT RATION ON THE J i A THRU K. AS DETAILED AND SPECIFIED. area, and adjacent town areas. INTHE7208-2). /� Cn DRAWING AND/OR SECTION THE SPECIFICATION (NYS ED. LAW Approved By: RGD File No. 21039.000 PROPERTY LINE (TYP.) P L A N T M A T E R I A L L I S T j SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES ' AgAB 3 AMELANCHIER AUTUMN BRILLANCE 2"-2.5" AS DECIDUOUS GRANDIFLORA x AUTUMN SERVICEBERRY CAL. SHOWN SMALL TREE _ — BRILLANCE CcA WHITEBUD REDBUD 2"-2.5" AS DECIDUOUS ___..._ C s __ ---- -" ERCI CANADENSIS __._. 'ALBA' CAL. SHOWNSMALL TREE CfCP 2 CORNUS FLORIDA CHEROKEE PRINCESS 2"-2.5" AS DECIDUOUS CHEROKEE PRINCESS' WHITE DOGWOOD CAL. SHOWN SMALL TREE ' -- GtiS 1 GLEDITSIA TRICANTHOS " SKYLINE HONEY 2 -2.5 AS DECIDUOUS � I INERMIS SKYCOLE _- -- LOCUST CAL. SHOWN SMALL TREE Q►" 2 QUERCUS RUBRA RED OAK 2.5"-3" AS DECIDUOUS 8 Jv II J 6 Ps 17 Jv CAL. SHOWN SHADE TREE �! Ps 6 PINUS STROBUS EASTERN WHITE PINE 6'-8' HT. 10' O.C. EVERGREEN DRAT AGYBAS N- _ , TREE 1 J 8 ERUS VIRGIN( 6 8 1 0 v JUNIP ANA EASTERN RED CEDAR , #5 0 .0 TALL - - CON E 3 Am _.��__ _ CONTAINER EVERGREEN � � � ti 8 RaLG •y -- HEDGE Jv - - > •M; 17 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8 , #5 6 O.C. TALL � � � � � �— ����-=�"��� - CONTAINER EVERGREEN J 4.0 v, `�' 1 �' I HOKEBERRY Am 14 ARONIA MELANOCARPA BLACK C #3 3' O.C. WRNG (TMp V� 1 Qr Qr CONTAINER SHRUB �, 1 GtIS FxC 18 FORSYTHIA x FORSYTHIA GOLD #3 3' O.C. FLOWERING u A 5 CsAF 'COURTASOL» TIDE CONTAINER LOW SHRUB `�- HxH 11 H ICUM x 'HIDCOTE' HIDCOTE ST. 3 3' O.C. FLOWERING YPER # v� I JOHNSWORT CONTAINER LOW SHRUB 1 CfCP RcLG 8 RHUS AROMATICA GROW LOW SUMAC #3 3' O.C. LOW SHRUB 6 HxH � � 'GRO-LO' I CONTAINER CsAF 14 CORNUS STOLONIFERA ARCTIC FIRE YELLOW #5 5' O.C. FLOWERING f \A ARCTIC FIRE YELLOW TWIG DOGWOOD CONTAINER SHRUB (TYp.) co ARCTIC 10 PHYSOCARPUS FIRESIDE NINEBARK #5 5' O.C. FRUITING �f i I OPULIFOLIUS 'F CONTAINER SHRUB R.O.W LINE � �A - PARKING AREA I (RESIDE (TYP') -35 m I OG80 VdBB 17 VIBURNUM DENTATUM BLUE BLAZE #5 5' O.C. FRUITING Me,) � � w 'BLUE BLAZE' ARROWWOOD CONTAINER SHRUB IgS 11 ILEX GLABRA 'SHAMROCK SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT HT., B&B EVERGREEN ChP 11 I � S YEWTOPIA (COMPACT C 3' O.C. EV 11 IgS , HARRNONAPLANIA JAPANESE PLUM YEW' CONTAINER EVERGREEN OR ALT. TAXUS X MEDIA OR ALT. HICKS YEW l 19.5' ~ 'HICKSII' (TYP.) Q ( SCHIZACHYRUIUM 3 3' O.C. ORNAMENTAL 11 ChP � SsTB 21 THE BLUES LITTLE # / SCOPARIUM 'THE BLUES' BLUESTEM CONTAINER GRASS IJr - 4" DEPTH TOPSOIL AND SOD Y 3" DEPTH MULCHED c ' 1 AgAB P0'OSED 'q, I ; ; ; ; ; ; ; ; ; ; ; (FESCUE/BLUGRASS MIX) ` PLANTING BEDS AS SPEC. 6 FXC \,TRANSFORMER ' \�' 7 Am 4" DEPTH TOPSOIL AND SEED MIX FOR NATIVE/NATURALIZED TURF AREAS (WHERE MOWING IS 45.0 � .� ANTICIPATED) SEE THIS SHEET FOR SEED MIX SPEC. & EROSION CONTROL DETAILS SEE SHEET No. PL1 FOR PLANTING NOTES AND FERTILIZER/PEST MANAGEMENT NOTES. 3.0•)TYP. ' I I 21 SsTB (, � 1 � U LIMIT OF SLOPE SEEDING E,C.M. SEED MIX FOR NATIVE/NATURALIZED TURF AREAS: r ` � 1 CCA ' 0 �--''" -.-g.4' 8'5 STAPLE M?.) (WHERE MOWING IS ANTICIPATED 5 VdBB 1 CfCP (n'P.) 5 PoF 34.0% - FESTUCA RUBRA -CREEPING RED FESCUE TOPSSOIIL 33.0% - FESTUCA OVINA - SHEEP FESCUE LAYER 10.0% - FESTUCA BREVIPILA 'BEACON' - HARD FESCUE, •BEACON- �` �' `I' `L' PROPOSED 5.0% - FESTUCA OVINA VAR. DURIUSCULA 'RHINO' - HARD FESCUE, -RHINO- `� BUILDING 5.0% - FESTUCA OVINA VAR. GLAUCA (F. ARVERNENSIS) (F GLAUCA) 'BLUE RAY' U' - BLUE AY- (SEE 5.0% - POA PRATENS S FESCUE, - LUER ARGYLE' - KENTUCKY BLUEGRASS, -ARGYLE- c�i 44 ARCHITECTURAL TYPICAL E.C.M. 0 ANCHOR TRENCH DETAIL 5.0% - POA PRATENSIS 'SHAMROCK' - KENTUCKY BLUEGRASS, SHAMROCK- r� PLANS) N,T,S, 3.0% - AGROSTIS PERENNANS ALBANY PINE BUSH-NY ECOTYPE - AUTUMN BENTGRASS, ALBANY PINE BUSH-NY ECOTYPE 0 6' MADE x 12' `I' 260.00 POUNDS BULK VIABLE SEED PER ACRE OR 6 POUNDS PER 1,000 SQ. FT. � ��` �/ � U r �, I--,a•--I Q ANCHOR TRENCH — DETRENCCIHOR�y USE (E.C.M.) EROSION CONTROL MAT (JUTE MESH) ON SLOPES 15% OR GREATER. c, ( �I lIx - - - - _ - SEE EROSION CONTROL MAT DETAILS ON THIS SHEET. RECEIVED U; 1 AgAB 7 VdBB - - _ ys°�, � - - AUG 3 2022 I 1 a, 6 FxC4° sourhold 1ow�i 1 I Planning Board I C)_ ' I _ v 1 `�' / - `° � _ - _ 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD v' �, �' `� I DATE BY DESCRIPTION APPROV. BY 0 - REVISIONS 0 - - _ - - _ TOWN OF SOUTHOLD �- SUFFOLK COUNTY NY cam: moo. �, - - - - - - - - SPORTS EAST RECREATIONAL FACILITY Lh Q) CARROLL AVE., PECONIC c� o - - - - 5 Po F EROSION CONTROL AT LANDSCAPE PLAN (WEST) (E.C.M.) INSTALLATION ,�F,OF NfW C\ N.T.S. yO c\J \ 0 10 20 s Feet L. K. cLEAN ASSOCIATES, P.C. * �� S� �1/ IzLi i } ' CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW of THE STATE OF NEW YORX PROHIBITS L— g y: LMY/CFD Scale: AS NOTED ANY PERSON FROM ALTERING ANYMING ON THE DRAWINGS '>. Designed B Sheet No. M A T C H L I N E A^A AND/ORDE THE ACCOMPANYING SPECIFICATIONS, UNLESS 0'S u� � PLANTING PLAN UNDER THE HRE SUCH OF T LICENSED REPROFESSIONAL THE �a5 ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE PROFESSOONAI. ENGINEER MUST SIGN, SEA(., OATS AND .\ YUUn������©�`� Drawn 6y: LIMY Date: J U N E 2022 P L 2 SCALE: 1 "=1 O' DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE it y7. U) SECTION 7209-2).DRAWING AND/OR IN THE S NYs ED. LAW Approved By: RGD File No. 21 039.000 7209- ). 1 r Y 11 S 38 02 7 120 W 5 73, 4 PROPERTY LINE (TYP.)44 1' i i T : o _ _ \� I 7 Pa 12 Jv 4 Ps 0 \4/ \1/ \1/ \4/ \V \1/ 1 - RAINAGE AS \1/ l \ _ _ 7 DrRW \ r W ...._ \ —_ _ / H H \ r \ J . 1 ._.._. � _ ! � : ! __ � �._. 1 ArRP -� 10 HxH : :t _ >1 : _ 1 i � \� �_..� Yi— ___L _� �-^ � �L �_ --. '——t t—�..L _St..-^"'�-� _L t— 1�.�'_�.•.......t\ t _ 1_16 DrRW GUS `� `� 6 Am `�' ,� 6 DrRW 1 Qr 1 Qr 1 GtiS 4.0'(TYP. I (n°.) m I I 1 1 GtiS U PARKING AREA A I w I � 9.0 4 IgS . g 9.0' 4 IgS 90' 4 IS 1 (np ) 1 GtiS (TIP ) 1 GtiS W (TYP.) = I J U ~' .Q U 19' I--- 0 I (TY ) 19.5' Q 1 (TYP.) In 5 IgC a� Q U U 5 341'0' CsAF 5 CsAF -� i v" -C - %325.0' 498 Ss T PLANTING PLAN ; i SCALE: 1 "-10' PROPOSED BUILDING (SEE ARCHITECTURAL PLANS) -E-, U C:3 P L A N T M A T E R I A L L I S T SHRUB— DUG AS PER RECENT STANDARDS FOR NURSERY STOCK AS SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES PUBLISHED BY THE Zz AMERICAN NURSERY & `'T' !ArRP 2 ACER RUBRUM 'RED RED POINTE MAPLE 2"-2.5" AS DECIDUOUS LANDSCAPE ASSOCIATIONCOLUMNAR EVERGREEN POINTE' CAL. SHOWN SHADE TREE ,`� DUG AS PER RECENT GtiS 6 GLEDITSIA TRICANTHOS SKYLINE HONEY 2"-2.5" AS DECIDUOUS STANDARDS FOR TOP OF ROOT NURSERY STOCK AS 3" MULCH AS SPEC. MASS TO BE u INERMIS SKYCOLE LOCUST CAL. SHOWN SMALL TREE PUBLISHED BY THE SLIGHTLY ABOVE Or 2 QUERCUS RUBRA RED OAK 2.5"-3" AS DECIDUOUS AMERICAN NURSERY & SURROUNDING GRADE LANDSCAPE ASSOCIATION 4 HIGH SAUCER (TYP.) Cn CAL. SHOWN SHADE TREE U �~ Po 7 PiNUS ABIES NORWAY SPRUCE 6'-8' HT., 10' O.C. EVERGREEN 4" HIGH SAUCER (TYP.) FINISHED GRADE B&B TREE 3" MULCH AS SPEC. TOP OF ROOT CROWN SHALL ::f NOT BE MORE THAN 2" ° '° Ps 4 PINUS STROBUS EASTERN WHITE PINE 6'-8' HT., 10' O.C. EVERGREEN BELOW SOIL LINE PLANTING SOIL AS SPEC. — U . B&B TREE 3 MIN. NOTE: TOP OF ROOT MASS AND FLARE OF TRUNK TO BE DIG 2'(MIN.) DEPTH ��. iv 29 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8', #5 6' O.C, TALL SLIGHTLY ABOVE TEST HOLE TO VERIFY RECEIVED v SURROUNDING GRADE /////////j/ F CONTAINER EVERGREEN /��/\/\/\/\/ WELL DRAINED '- � HEDGE \ \ \ \ \ SUBGRADE MATERIAL PLANTING SOIL \ \ \ \ \\ `n Am 27 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' O.C. FRUITING AS SPEC. FINISHED GRADE ROOT BALL ���%/\//j�/ //� AUG 3 2022 CONTAINER SHRUB 3 MIN. 1 X ROOT BALL WIDTH MIN. I Southold Town ROOT BALL �\ � - —� TAMPED POROUS { Planning Board DrRW 24 DIERVILLA RIVULARIS LOW BUSH #3 3' O.C. FLOWERING RU—BEE WREN HONEYSUCKLE CONTAINER SHRUB \%\\% (WELL DRAINED) n-.. SUBGRADE C' G� HxH 23 HYPERICUM x 'HIDCOTE' HIDCOTE ST. #3 3' O.C. FLOWERING TAMPED POROUS DIG 2 (MIN.) 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD O JOHNSWORT CONTAINER LOW SHRUB (WELL DRAINED) \�\\ DEPTH TEST SHRUB & EVERGREEN PLANTING DATE BY DESCRIPTION APPROV. BY c_� SUBGRADE ���\!\�\� HOLE TO VERIFY � ' C� CsAF 10 CORNUS STOLONIFERA ARCTIC FIRE YELLOW #5 5 O.C. FLOWERING 3k \.�\\� N.T.S. RO Nkt W WELL SUBGRADE NED REVISIONS «� ARCTIC FIRE YELLOW TWIG DOGWOOD CONTAINER SHRUB Ot rJ IgC 5 ILEX GLABRA 'COMPACTA' COMPACT INKBERRY #5 5' O.C. NATIVE 1OTy MATERIAL TOWN OF S 0 U T H 0 LD OR ALT. KALMIA OR ALT. MOUNTAIN CONTAINER FLOWERING MAN. SUFFOLK COUNTY NY LATIFOLIA LAUREL EVERGREEN F �n Ln 0 - - IgS 12 ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT SPORTS EAST RECREATIONAL FACILITY �., HT., B&B EVERGREEN EVERGREEN SLOPE PLANTING CARROLL AVE., PECONIC 000 Oto SsTB 98 SCHIZACHYRUIUM THE BLUES LITTLE #3 3' O.C. ORNAMENTAL N.T.S. SCOPARIUM 'THE BLUES' BLUESTEM CONTAINER GRASS .��OFNEpl? LANDSCAPE PLAN (NORTH -WEST) L 4" DEPTH TOPSOIL AND SOD 3" DEPTH MULCHED : : (FESCUE/BLUGRASS MIX) �' PLANTING BEDS AS SPEC. 0 10 20 �/ /� w' /� �- Feet . c^ * L. K. cLEA V ASSOCIATES, P.C. \ 4" DEPTH TOPSOIL AND SEED MIX FOR NATIVE/NATURALIZED TURF AREAS (WHERE MOWING IS CLcCONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ANTICIPATED) SEE SHEET No. PL2 FOR SEED MIX SPEC. & EROSION CONTROL DETAILS ,HE lI1UaTI0N LAW OF THE STATE OF NEW YORK PROHIBITS J Designed B ' AS NOTED Sheet No. L--- ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 9 y. LMY/CFD Scale: AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS .�g8s UNDER THE DIRECTION OF A LICENSED PROFESSIONAL SEE SHEET No. PL1 FOR PLANTING NOTES AND FERTILIZER/PEST MANAGEMENT NOTES. ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE �/ p�► JUNE 2022 PROFESSIONAL ENGINEER MUST SIGN, SEAL DALE AND * ; DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE " �'�� Drawn By: Date: P L 3 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW U� SECTION 7209-2). Approved By: RGD File No. 21039.000 PROPERTY LINE (TYP.) i P L A N T M A T E R I A L L I S T SYMBOL KEY IQUANT. $OTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES r \/\f .~.__. \ J / r 3 RED POINTE MAPLE - .5 *1 AS DECIDUOUS �._. , J _ AL SHOWN SHADE THE \ c s s / 1 \ _ _._._ IC C U M f� \� \!.__�--�`~� f .. r r ~ l � A 1 AMELANCHIER LAEVIS ULUS 2»-2.5" AS NARROW \ l -• \..~- - ~ "" f �/ 'CUMULUS' SERVICEBERRY CAL. SHOWN DECIDUOUS TREE 1 SKYLINE HONEY 2"-2.5" AS DECIDUOUS GtiS GLEDITSIA TRICANTHOS � � �t' � � v� INERMIS 'SKYCOLE' LOCUST CAL. SHOWN SMALL TREE Qr 2 QUERCUS RUBRA RED OAK 2.5»-3" AS DECIDUOUS » 2 Am \�f�f SHOWN SHADE TREE V� \tom rIt "7 Pa 25 PINUS ABIES NORWAY SPRUCE 6 -8 HT., 10 O.C. EVERGREEN It TREE r` f 5 Ra LG ,___ t.___. �(_._._.._ S 11 EASTERN WHITE PINE - H 0 O.C. EVERGREEN \ 1 GtIS \ _..._.�:._.=7A� _....�_. \l_._...�!.~.~. . _ J.~~...__._~......_._.�_ ~i f .,...... ~. � � � B&B TREE : T ...._..:_ � \ .__1��.�� .L��\ ��f-�_\=�\� ��, \�____,� � , \ _,_._. _�_.~�-- �� /\- 9 HxH � � � __, _ � CjY 1 p CRYPTOMERIA JAPONICA YOSHINO JAPANESE 6 -8 , B&B 10 O.C. TALL YOSHINO OR ALT. THUJA CEDAR OR ALT. OR #10 EVERGREEN 6 DrRW 4.0' \tr OCCIDENTALIS 'SMARAGD' EMERALD ARBORVITAE CONTAINER HEDGE Pa _ Jv 20 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8', #5 10' O.C. TALL CONTAINER EVERGREEN Am 35 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' O.C. HEDGE RUIT NG .� , � � � CONTAINER SHRUB 4.0' DrRW 23 DIERVILLA RIVULARIS LOW BUSH #3 3' O.C. FLOWERING (n'P ) -� RU-BEE WREN HONEYSUCKLE CONTAINER SHRUB --'� HxH 23 HYPERICUM x 'HIDCOTE' HIDCOTE ST. #3 3' O.C. FLOWERING rv� 1 JOHNSWORT CONTAINER LOW SHRUB 5 RHUS AROM RaLG ATICA GROW LOW SUMAC #3 3' O.C. LOW SHRUB J ,GR ' 0 0-LO CONTAINER CsAF 7 CORNUS STOLONIFERA ARCTIC FIRE YELLOW #5 5 O.C. FLOWERING 1 GUS 11 DrRW - ~ `.._ !_._- -- y� -•-� ARCTIC FIRE YELLOW TWIG DOGWOOD CONTAINER SHRUB 26.0' 20•0' r~% �J`�(_ t�-1. - - � Mp 22 MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING LjJ \ // r CONTAINER SHRUB '® \l, J, �, IgC 9 ILEX GLABRA 'COMPACTA' COMPACT INKBERRY #5 5' O.C. NATIVE =� I SIX _ / "" ' OR ALT. KALMIA OR ALT. MOUNTAIN CONTAINER FLOWERING -= 5.5 I ! •___ LATIFOLIA LAUREL EVERGREEN F— __•_.,_.--;'---~ - /.._ SsTB 7 !LTIFO IA UIUM THE BLUES LITTLE #3 3' O.C. ORNAMENTAL \lam \li _- SCOPARIUM THE BLUES BLUESTEM CONTAINER GRASS <� i � _ - . . . . . . . . . . 4" DEPTH TOPSOIL AND SOD ` 3" DEPTH MULCHED 5 Mp 1 ArRP �v~_. m \ (FESCUE/BLUGRASS MIX) / ` PLANTING BEDS AS SPEC. SEE SHEET No. PL1 FOR PLANTING NOTES AND FERTILIZER/PEST MANAGEMENT NOTES. - I n - : _ 1 ArRP TREE- DUG AS PER c I ~ RECENT STANDARDS FOR B �-" QytAINAGE NURSERY STOCK AS g BASIN "C" ~�_ 1 PUBLISHED BY THE Q6 _ - AMERICAN NURSERY & G `i'-- LANDSCAPE ASSOCIATION WRAPPING AS SPEC. 3" MULCH AS SPEC. TREE FLARE AT TRUNK � 8 HXH TO BE SLIGHTLY 9 IgC PARKING AREA I HIGHER THAN 0 4 HIGH SAUCER (TYP.) SURROUNDING GRADE - � � •- I_ 8.0' % - - .y FINISHED GRADE PLANTING SOIL AS SPEC. l � �� DIG 2'(MIN.) DEPTH F ROPOSED �_____. \ ,. BUILDING G'\�\ :� _ .._._ _~_ 1 !�,_.;._- -, - J�� �, �,4 --� _._. � TEST HOLE TO VERIFY / WELL DRAINED // // / / / i -4 0SEE 6 DrRW I_i.._- '!.�.�__.~.... _.. --- - _ __ _ \ \\\�\\\\\\�\\�\\�\\ SUBGRADE MATERIAL ARCHITECTURAL �II'f� . _ `� `� ROOT BALL PLANS) 2 . a� 3X ROOT BALL WIDTH (MIN. .._._.<-- TAMPED POROUS c) � l' ( \V - (WELL DRAINED) RECEIVED 4 M ,r --- ~��� - - SUBGRADE TYPICAL TREE PLANTING CnCsAF 7 Am P �, ;--- —~ y PROPERTY AUG 3 2022 E-1 4 Mp _ I - r I.. _ / _.,,:.~ LINE N.T.S. —( bout hold Town (TYP.) Planning Board 7 Am ~ .0' 10. "� ,._t _ ._.m.-- _- l/~,_\-f 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD U �. f--'``~`� DATE BY DESCRIPTION APPROV. BY l o 1 Q r _.. —� REVISIONS - __;..._ _. 0 0 6 H x H �,: � \� �\ �\ TOWN OF SOUTHOLD 1 AIC cN - SUFFOLK COUNTY NY SPORTS EAST RECREATIONAL FACILITY CNI 0, CARROLL AVE., PECONIC , 1 s . . 1 Or --- ° '° 20 Feet LANDSCAPE PLAN ( NORTH ) ! E E - �; \(i �•....._...._ � N \ / o �-° w y o Z L. K. McLEAN ASSOCIATES,, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 3 \\,r k+~ J ~ �~'r 7HE EDUCA110N LAW OF THE SPATE OF NEW PORK PROHIBITS a — - - - L — - - - - - - - - - - - - — ;. _i` i \i — 7- - - - - 7 - - - - - - — r 9 y- LMY/CFD scab: AS NOTED Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS * Designed B PLANTING PLAN AND/DE THE ACCOMPANYING SPECIFICATIONS, UNLESS 9a� UNDER THE DIRECTION OF A LICENSED PROFESSIONAL A C H L I N E D — D ENGINEER. WHERE SUCH ALTERATIONS ARE MADE.THE PROFESSIONAL ENGINEER MUST SIGN. SEAL. DATE AND /� y: J U N E 2022 „ ' DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE / �y�`t.� Drawn B LMY Date: /� SCALE: 1 =10 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW ICI 4 SECTION 7209-2). Approved By: RGD File No. 21039.000 MATCHLINE D -- D �_ U P L A N T M A T E R I A L L I S T - SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE P S ACING NOTES i ArRP 1 ACER RUBRUM 'RED RED POINTE MAPLE 2"-2,5" AS DECIDUOUS (\\ POINTE' CAL. SHOWN SHADE TREE 1 Qr -- AIC 2 AMELANCHIER LAEVIS CUMULUS 2"-2,5" AS NARROW CUMULUS' SERVICEBERRY CAL. SHOWN DECID UOUS TREE �� ._.C„ CcA 2 CERCIS CANADENSIS WHITEBUD REDBUD 2"-2.5" AS DECIDUOUS 8 R a LG ALBA CAL. SHOWN SMALL TREE ��-M-' / _^�� _ GUS 1 GLEDITSIA TRICANTHOS SKYLINE HONEY 2"-2.5" AS DECIDUOUS PROPOSED --` ~^ INERMIS SKYCOLE LOCUST CAL. SHOWN SMALL TREE BUILDING 8.0, W�J- �-- ---^--�^ 4.0' 1--- -- •-- —"" - Qr 2 QUERCUS RUBRA RED OAK 2.5"-3" AS DECIDUOUS (SEE (TYP.) (TYP.) _ �._ — --"' _ CAL. SHOWN SHADE TREE ARCHITECTURAL / 11 CsAF PARKING AREA II 16 Am PLANS — Pa 12 PINUS ABIES NORWAY SPRUCE 6'-8' HT., 10' O.C. EVERGREEN - B&B TREE I- PS 1 0 PINUS STROBUS EASTERN WHITE PINE 6'-8' HT., 10' O.C. EVERGREEN B&B TREE �rl___ CJY 10 CRYPTOMERIA JAPONICA YOSHINO JAPANESE 6'-8', B&B 10' O.0 TALL 8 M (TYP.) YOSHINO OR ALT. THUJA CEDAR OR ALT. OR #10 EVERGREEN 8.0 - "jj OCCIDENTALIS SMARAGD EMERALD ARBORVITAE CONTAINER HEDGE 1 AIC _,.._-..._ / �� _ - Jv 26 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8', #5 10' O.C. TALL 19 5' � �� � ! `�� CONTAINER EVERGREEN ® 6 HxH O HEDGE (TYP.) Q Jv 10 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8 , #5 6 O.C. TALL CONTAINER EVERGREEN aAm 34 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' O.C. FRUITING CONTAINER SHRUB DrRW 30 DIERVILLA RIVULARIS LOW BUSH #3 3' O.C. FLOWERING RU—BEE WREN HONEYSUCKLE CONTAINER SHRUB /��` �J FxC 8 FORSYTHIA x FORSYTHIA GOLD #3 3' O.C. FLOWERING 24.5' 7 RaLG �, 2 CCA �( 'COO TASOL•• TIDE CONTAINER LOW SHRUB 14 PvHM 8 FxC 1 1 DrRW HxH 12 HYPERI� CUMzx 'HIDCOTE' HIDCOTE ST. #3 3' O.C. FLOWERING 8 DrRW JOHNSWORT CONTAINER LOW SHRUB 37�, �' RaLG G US AROMATICA GROW LOW SUMAC #3 3' O.C. LOW SHRUB 09 Am O RO LO CONTAINER —F) V • 0 / C CsAF 11 CORNUS STOLONIFERA ARCTIC FIRE YELLOW #5 5' O.C. FLOWERING 19 Jv / �l ARCTIC FIRE YELLOW TWIG DOGWOOD CONTAINER SHRUB �� C� Mp 8 MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING 6 HxH V� �� CONTAINER SHRUB VdBB 4 VIBURNUM DENTATUM BLUE BLAZE #5 5' O.C. FRUITING - ��, 0 'BLUE BLAZE' ARROWWOOD CONTAINER SHRUB PARKING AREA I. 6 RaLG PROPOSED 15'X10' 20.E \ W DUMPSTER ENCLOSURE TYP. IgC 7 ILEX GLABRA COMPACTA COMPACT INKBERRY #5 5 O.C. NATIVE 1 OR ALT. KALMIA OR ALT. MOUNTAIN CONTAINER FLOWERING LATIFOLIA LAUREL EVERGREEN W PvHM 17 PANICUM VIRGATUM HEAVY METAL SWITCH # C) W 12.4' . x �, 'HEAVY METAL' GRASS CONTAINER 3' O.C. GRASS ORNAMENTAL GO / x 4" DEPTH TOPSOIL AND SOD 3" DEPTH MULCHED 4 Y • • • • • ! PLANTING BEDS AS SPEC. 4 DrRW . . . . . . . . . . . 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BY �� _x.._...-_ _........ . ti R EVI S I 0 N S D DRAINAGE BASIN "A" .._`_..�w V. o\a oat T O W N O F S O U T H O L D �r C4' ( 10 Jv \tom -- __................ ..._....._ _� TYP. �, �r N _......._......... 7 Jv S�Jt,��t'A SUFFOLK COUNTY NY in .V � � � � � � � � � � 10 PS , �e j Qua � I SPORTS EAST RECREATIONAL FACILITY V......`>j- `:'j 1 `% .`.�.... ....._1:f_ ter' '`i' \j \f \f / � \/ \/ \ �, �,! / �� E R1Y r.................._._....._._._.. .........__.._.._a..... ........ _ ..—.. . \ / PROPERTY / f j f \f _' ' ° / ti�Ut. ti % f \ LINED - \ �!.._-..._. �\\.`..` i ........ \, f l / ...__......._.�rjf` ..........._..._1 ._ ... _. .... f \ f \.._ti..... (TY P.) F \ 1 i._ . .{:. x:............ r .._ _. ONE LANDSCAPE PLAN ( EAST) 1 ._.._!._....._�J.__..... 'f._._\:?....._ .._\\ jf.._\�J \\f �. l�f..._-.\I\\\I.._ j\` :..........`.j f f :�. .. __ ti j!!\\ \ �\ _ \ \ 10 20 �� •�/ 'P ^l ;. / \,j \\ j \ — _ \ ti Feet 1pr ?y q - >* L. K. McLEAN ASSOCIATES, P.C. C\` V4 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 (\! b THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ' Sheet No. PLANTING PLAN ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS r �$� Designed By: LMY/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE SCALE: 1 1 O PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn e FEJrSIQ� Y• � � � " ' DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE ` �" �y LMY Date: J U N E 2022 U� PROPERTY LINE (TYP.) DRAWING AND/OR IN THE ECTIONS7209 2. (NYS ED. LAW Approved By: RGD File No. 21039.000 I . I I P L A N T M A T E R I A L L I S T PROPOSED BUILDING (SEE ARCHITECTURAL PLANS) I SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES 8.0' (TYP. I (D ArRP 1 ACER RUBRUM 'RED RED POINTE MAPLE 2"-2.5" AS DECIDUOUS POINTE' CAL. SHOWN SHADE TREE AIC 5 AMELANCHIER LAEVIS CUMULUS 2"-2.5" AS NARROW ' SERVICEBERRY CAL. SHOWN DECIDUOUS I f' 325.0, 'cuMulus' r TREE GtiS 3 GLEDITSIA TRICANTHOS SKYLINE HONEY 2"-2.5" AS DECIDUOUS _ INERMIS 'SKYCOLE' LOCUST CAL. SHOWN SMALL TREE - Qr 2 QUERCUS RUBRA RED OAK 2.5"-3" AS DECIDUOUS TAW I RL \ CAL. SHOWN SHADE TREE l Pa 5 PINUS ABIES NORWAY SPRUCE 6'-8' HT., 10' O.C. EVERGREEN 5.0' (TYP.) 9 DrRW .............. GO Ps 8 PINUS STROBUS EASTERN WHITE PINE B&B B&B HT., 10 O.C. TREEEVERGREEN B&B TREE 9 FxC 11 PvHM 11 SsTB 16 PvHM 20 SsTB 19 SsTB TALL 8 Mp 7 PoF 5 CsAF 4 VdBB I Jv 10 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8', #5 6' O.C. EVERGREEN 0 0 CONTAINER HEDGE I 19.5' I 0 Am 11 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' O.C. FRUITING CONTAINER SHRUB DrRW 34 DIERVILLA RIVULARIS LOW BUSH #3 3' O.C. FLOWERING RU—BEE WREN HONEYSUCKLE CONTAINER SHRUB Fxc 22 FORSYTHIA x FORSYTHIA GOLD #3 3' O.C. FLOWERING 000URTASOL- TIDE CONTAINER LOW SHRUB HxH 25 HYPERICUM x 'HIDCOTE' HIDCOTE ST. #3 3' O.C. FLOWERING 2 3 3 . 0 1 AIC 0 JOHNSWORT CONTAINER LOW SHRUB PROPOSED UNDERGROUND SANITARY SYSTEM I RaLG 1 7 RHUS AROMATICA GROW LOW SUMAC 0 #3 3' O.C. LOW SHRUB ' IL, 'GRO—LO' CONTAINER ' I I --9.0 PAR,� (i EAj II W CsAF 5 CORNUS STOLONIFERA ARCTIC FIRE YELLOW #5 5' O.C. FLOWERING ARCTIC FIRE YELLOW TWIG DOGWOOD CONTAINER SHRUB ILA CJ W Mp 1 2 MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING ILA 4 DrRW 4 Am CONTAINER SHRUB Z W PoF 7 PHYSOCARPUS FIRESIDE NINEBARK #5 5' O.C. FRUITING 0 z OPULIFOLIUS 'FIRESIDE' CONTAINER SHRUB —J VdBB 8 VIBURNUM DENTATUM BLUE BLAZE #5 5 O.C. FRUITING i� IT7 = BLUE BLAZE, ARROWWOOD CONTAINER SHRUB Z_ II� 19.0, 19.0' PvHM 27 PANICUM VIRGATUM HEAVY METAL SWITCH #3 3' O.C. ORNAMENTAL 2 AIC 2 AIC z Q 'HEAVY METAL' GRASS CONTAINER GRASS 0 12 �OO SsTB 50 SQHIZACHYRUIUM THE BLUES LITTLE #3 3' O.C. ORNAMENTAL 4 VdBB 0 SCOPARIUM 'THE BLUES' BLUESTEM CONTAINER GRASS CL q I : . . . : . . : : Q) T4 HxH . . . . . . . . • 4" DEPTH OPSOIL AND SOD 3" DEP H MULCHED 4 4 4 ; ; 4 (FESCUE/B UGRASS MIX) PLANTING BEDS AS SPEC. GO 4 FxC I SEE SHEET No. PL1 FOR PLANTING NOTES AND FERTILIZER/PEST MANAGEMENT NOTES. .o .0' ' 0 1 Qr 011 1 GtiS 7 DrRW 1 ArRP 1 GUS z 1 GUS 7 RaLG 7 Am 7 DrRW 1 Qr 7 DrRW 7 HxH 7 HxH 9 FxC 10 RaLG I I o ' rJ \f�' .0 I.— —ram .— _._. ..._,,......t.... ...�!.c...zevr ._.— r......—...c.. —:�'i^_, _�. —t , _., __.. _ . \ / :v'.._....� \f \ r , r � r \ f . ! lI f r \ \ f f \ \ I f� /� /\ �\ f\ b�qj i4G11B 5�N A"' \ I- \ \ I\ J\ !� \ i \ f` f o �'I \!i�o.o I RECEIVED 0 TYP 10 Jv 5 Pa \1'0 .t, 011' ( ,--- — C AUG 3 2022 _------- _... _... t , ..—�._\�..._ �.._ .._._..._..,..\....�._....._.._.... �....��... .1..._ _� \f\ l / Southold Town Planning Board .........� 1..._..._L. .. / . __ C ........... ......... Z ....... .......... C/ \ _ f / r :!r r ` \ Jf \ 11 I 1 f \ .... r _ .__..,.:._..__._:... _......._ .._.......,..__...__..,...__.......,v....._..__ __._....._.__...____fir_...."__..........._.:I__..... _..._.. ............ \ \ U; _.......,,.........._ .__ _ ...........__. _..._;...._.................... — !---...._......_. _...__. _. ! \! 1 / 8 1 22 F AS PER COMMENT „ — _ _.......___ . .._._ _..... M FROM PLANNING DEPT. 7 25 22 CFD a - _ >...__=_�_.....__,...._._..... _.....�..................... �.......... . .. :f ... .' f � ,r JI�� , / f ' . ,r \ � /����W..�...._..�i . �,.._._.....__ DATE BY _ ._._.....:... � .... .._._....:. _ ...... �." 1 1.... _.. DESCRIPTION APPROV. BY 0 o REVISIONS _ TOWN OF SOUTHOLD /, I \ PROPERTY LINE (TYP.) —��� SUFFOLK COUNTY NY -.,cl -. I OL / SPORTS EAST RECREATIONAL FACILITY \\ 38720W , CARROLL AVE., PECONIC S57342 0 0 I \\ � P�OFNEW o LANDSCAPE PLAN (SOUTH — EAST) - - y / 0 ( 10 20 �'` �pN9 G.D., I -- — —_ / \ Feet * -� /J,'t' * L K. CLEAN ASSOCIATES P.C. N CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Tj_ r 0 PROHBITS L ANYHE �SONTIONFROM ALTERING AANiTHNLAW OF THE STTE OFG 0 THE YORKDRAWINIGS \� '7�� Designed By: LMY CFD AS NOTED Sheet No. �r PLANTING PLAN Scale: AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS fYS UNDER THE DIRECTION Or A LICENSED PROFESSIONAL 0 SCALE: 1 1 0 ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE /.���•'�/� Drawn By: LMY Date: J U N E 2022 �� "- ' PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND ! 1 I DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE L 6 DRAWING AND/OR IN THE SPECIFICATION (NIS ED. LAW U' SECTION 7209-2. Approved By: RGD File No. 21039.000 MIATCHLINE A—A W PLANTING PLAN SCALE: 1 "=10' _ - PLANT MATERIAL LIST - - - s - - � - � - -`� -,� - - - - - - - �. � z F - 77- - - - - - - SYMBOL KEY IQUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES l 6 Ra LG f' �' 1 AgAB — o �o zo ArRP 2 ACER RUBRUM 'RED RED POINTE MAPLE 2"-2.5" AS DECIDUOUS g Feet POINTE' CAL. SHOWN SHADE TREE 6 FxC � 7 VdBB AgAB 3 GRANDNFLORA x AUTUMN SERV CEBCHIER AUTUMN ERRYLANCE CA�2.5" AS SHOWN DECIDUOUS AIC BRILLANCE CUMULUS 2"-2.5" AS NARROW PROPOSED 2 AMELANCHIER LAEVIS 1 AgAB �, `l' BUILDING 'CUMULUS' SERVICEBERRY CAL. SHOWN DECIDUOUS f 1 _ 6 FxC SEE TREE ARCHITECTURAL G CcA cj CERCIS CANADENSIS WHITEBUD REDBUD 2"-2,5" AS DECIDUOUS `� 1 CcA 0' PLANS) 'ALBA' CAL. SHOWN SMALL TREE CsAF I CfCP 3 CORNUS FLORIDA CHEROKEE PRINCESS 2"-2.5" AS DECIDUOUS Am _ 'CHEROKEE PRINCESS' WHITE DOGWOOD CAL. SHOWN SMALL TREE GtiS 1 GLEDITSIA TRICANTHOS SKYLINE HONEY 2"-2.5" AS DECIDUOUS 0 I INERMIS 'SKYCOLE' ,� g,p LOCUST CAL. SHOWN SMALL TREE ChP _ (TYP•) I Qr 3 QUERCUS RUBRA RED OAK 2.5"-3" AS DECIDUOUS CAL. SHOWN SHADE TREE LLI `L `V `/8'0. (TyP• '' Pa 7 PINUS ABIES NORWAY SPRUCE 6'—B' HT., 10' O.C. EVERGREEN ' I !� B&B TREE FxC „ iv 15 JUNIPERUS VIRGINIANA EASTERN RED CEDAR CONTAIN R 6' O.C. TALL EVERGREEN HEDGE -_j (� 6 DrRW Jv 7 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8°, #5 10' O.C. TALL 1/ - 44=. 45.0 CONTAINER EVERGREEN HEDGE v� Am 20 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' O.C. FRUITING �� �✓ �' �, ¢` I CONTAINER SHRUB f 9 PoF I DrRW 13 DIERVILLA RIVULARIS LOW BUSH #3 3' O.C. FLOWERING f 1 CcA RU—BEE WREN HONEYSUCKLE CONTAINER SHRUB 5 VdBB �, PROPOSED 5 VdBB I FxC 41 FORSYTHIA x FORSYTHIA GOLD 3 FLOWERING R.P.Z�BOX # 3 O.C. COURTASOL- TIDE CONTAINER LOW SHRUB jj r �. HXH 6 HYPERICUM x 'HIDCOTE' HIDCOTE ST. #3 3' O.C. FLOWERING f `� ' ~ I JOHNSWORT CONTAINER LOW SHRUB RaLG 12 RHUS AROMATICA GROW LOW SUMAC # 3 3' O.C. LOW SHRUB CONTAINER \ 1 CfCP I CsAF 5 CORNUS STOLONIFERA ARCTIC FIRE YELLOW #5 5' O.C. FLOWERING 5 PoF ARCTIC FIRE YELLOW TWIG DOGWOOD CONTAINER SHRUB 14.1' 9 IgS 1 I Mp 4 MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING CONTAINER SHRUB PoF 22 PHYSOCARPUS FIRESIDE NINEBARK #5 5' O.C. FRUITING I PARKING AREA III OPULIFOLIUS 'FIRESIDE' CONTAINER SHRUB Li VdBB 27 VIBURNUM DENTATUM BLUE BLAZE #5 5' O.C. FRUITING L! 'BLUE BLAZE' ARROWWOOD CONTAINER SHRUB �� 1 CcA �, 4 Am Z IgS 9 ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT 5 VdBB `L J HT., B&B EVERGREEN 9 ChP I = _ s ChP 9 CEPHALOTAXUS YEWTOPIA (COMPACT # HARRINGTONIA PLANIA CONTAINER 3' O.C. EVERGREEN U OR ALT. TAXUS X MEDIA OR ALT. HICKS YEW ) c� I 'Q 'HICKSII' 19.0' I 4" DEPTH TOPSOIL AND SOD ' 3" DEPTH MULCHED . . . . . . . : : : : ; : : : ; : (FESCUE/BLUGRASS MIX) PLANTING BEDS AS SPEC. 1 CfCP 0 / 6 RaLG 4 Mp ( SEE SHEET No. PL1 FOR PLANTING NOTES AND FERTILIZER/PEST MANAGEMENT NOTES. o V� AIC v \ _ N5.6" 4 FxC R,.O.W LINE f �, `U 7 DrRW (TYP.) .0 � - - N �' 8 FxC 1 ArRP 1 ArRP .G,� �, �, � � � 1 Qr 1 Qr 7 Am c � 3 Am o w 1 Qr 6 H x H — 1 AgAB 1 CfCP 5 PoF RECEIVED AUG 3 2022 r —, — VV — Piannin� Gcarcl J �' v .. x �. ......__.../ ...._ ....... �f�'x x YX . _ ... 22 MF AS PER COMMENT FROM PLANNING v' � � ��/' ti / '� r j ...._..._...x___._.\__._._:,ti �__... ..........__.._. ._...... ._.. ........._........ ..... 8/1/ DEPT. 7/25/22 CFD �l = ��....r.. tl.._......_.,.. \........... —.a� :..._ , _ l ,/ \ \t l \ l / t - �.... l _ / r -- - - - . . DATE BY DESCRIPTION APPROV. BY 2/ ! �/ �f \f \� �fyy _ l a:..._.__: / - 5 VdBB , _........_ ...._ � ..__... ,..._ .... _ .. l � REVISIONS _ , ....... 14 TOWN OF SOUTHOLD DRAIN GE BAST "A" .. ..._........._._.,..__. 15 Jv S U F FO LK COUNTY, NY -`� `� ! ! •� �• �• �• .� .� .� .� �• .� �. SPORTS EAST RECREATIONAL FACILITY _ CARROLL AVE PECONIC f 1 /� _._. _._. . \ f..... " of NEW LANDSCAPE PLAN (SOUTH ) f �...........__... .. J /_... __....._ _... ....._ ._ /_.......... / L. K. CLEAN ASSOCIATES P.C. � ?/ \ � � `� j\ � ; ,1 �^� .""" /���, � \ ..-.. CONSULTING ENGINEERS 437 SOUTH COUNTRY R BROOKHAVE NEW�ORK 11719 D. N Y C� THE EDUCATION LAW OF THE STATE OF NEW PORK PROHIBITS '� Sheet No. Designed B ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS �" 9 y- LMY/CFD some: AS NOTED AND/OR THE ACCOMPMIYNG SPECIFICATIONS, UNLESS ITS fl �A' V UNDER THE DIRECTION OF ALTERATIONS LICENSED ARE PROFESSIO THENAL � �r l� v Drawn By: LMY Date: DUNE 2022 P L7 PROFESSIONALEENG NEER UST SIGN SEAL, DATE AND r DDDRRAAWING AND/OR INBE THE FULL THESPECIFICATION OF THE ALTERATION ED.N AWE U) - PROPERTY LINE (TYP.) — �T SECTION 7209-2). A pproved By: RGD File No. 21039.000 S 38*27120' W 573,421* — — —— — — —— — — —— — — —— — — —— — ——— ———— — — —— — — —— — ——— — — —— — — ——— — — —— — — —— — —— — — — —— ———— -- t ( l0 0 0 ❑ h � J — — —— — — —— — — —— — — —— — — —— — — —— — — —— — ——— — — —— — — —— — ——— — — ——— —— —— — — —— — — — — — — —— ———— 4� PROPOSED Li U UM UU U L TRANSFORMER -1 — — — — — — — 4 20 —— — -- — — — — —— — — — — -- — — — — — — — — — — — — — — ------ —— —— — — — — — — PROPOSED TRUCK PATH"j SU-30 — Single Unit Truck cqz� (OUTSIDE OF WHEEL) 0 Overall Lenqth 30.000ft ♦ PROPOSED LOADING AREA ILL _jI Overall Widfh 8.000ft I I o I Overall Body Height 13.5 00f t 7/ 7 Min Body Ground- Clearance 1 .367ft Track Width 8.000ft ock—to— lock time 300sM� j � � I % � ax Steering Angle (Virtual) 1 .80 b i i i ,0 BOX TRUCK DETAIL N.T.S. PROPOSED 2 STORY, 459500 SF, SLAB ON GRADE INDOOR SPORTS j j j C; C-) COMPLEX (F.F.=28.50) I 0 PRO STEED RPZ INSIDE HEAD ENCLOSURE PROPOSED WATER METER VAULT LA LAG r U b = 0 PROPOSED LOADING AREA 0 0 0 C_ 0 4­1 ...... — — —— — — —-- — — —— — — — — ———— — — - b ow — — — —— — — C) O PROPOSED LOCATION OF SANITARY SYSTEM P===R U �0 0 0 U� 0 0 0 —PROPOSED 15'X10' DUMPSTER ENCLOSURE 4_1 cr� 0 0 0 0 0 �� L-0 'Cr — —— — — —— ———— —— —— — — —— — — —— —— —— — — —— — — —— — — — — — — —— —— — — — —— — — — ——— — — — — — — — — — —— — — —-- C) ARCHERY PARKING Q.POST cn S 38'027"20r W 573,421 -73,1 V&D NIF 0 0 THE NEAL J. CICHANOWICZ TRUST AND THE SARA CICHANDWICZ (TOWN DF SJUTI-OLD DEVELDPMENT RIGHTS) (.DE-VEL 13PE-DI WEL L WA TER) RECEIVED 4- Ln AUG 3 2022 0 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS MY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS ANDOR THE ACCOMPNG . UNLESS IT' SITE PLAN SouthoTid—Town UN/DER THE DIRECTION ANYI OF A LICENSEDSPECIFICATIONS PROFESSIONAL s ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE Planning Board PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND 0 SCALE: 1 "=30' DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE D_ DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW U) 0 30 60 SECTION 7209-2). 6mm 1 0 ME= Feet DATE BY DESCRIPTION APPROV. BY C__) — I — 0 REVISIONS rD TOWN OF SOUTHOLD (N SUFFOLK COUNTY, NY E C) U-) (1) SPORTS EAST RECREATIONAL FACILITY (:� *0_ _ c' � CL Q) TRUCK CIRCULATION PLAN E �EOF NEW CD L. K. MCLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Q) Designed By: MF/CFD scale: AS NOTED Sheet No. C_ Drawn By: MF Date: AUGUST 2022 < S& T C 1 cn Approved By: RGD File No. 21039.000