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LAW A2 Cn I SECTION 7209-2). 1 Approved By: RGD I File No. 21039.000 1 1 LATHAM �34890 COUNTY 7� k", ROAD 48 LLC 44 J00" 348972 COUNTY ROAD IS LLC CO L 1% -j— M SUFFOLK COUNTY OSPREY NI DOMINION CO 101 N 3-1800 COUNTY ROAD 48 LLC N NN -7 h DORENE & ROBERT PHILLIPS -CICHANOWICZ, ILEX VM LLC, TOWN OF SOUTHOLD MARK'tAIALTERS MARGARET KILLIAN, MARK WALT E R S MTA - LIRR PROPOSED SUBDIVISION PROPERTY LINE Fkk Z: FLORA ANAGNOS C C < (n PROJECT AREA D SUFFOLK CDWILLIM COUNTY A 0 PATRICIA • RAYN & fk KASWELL I MICHAEL GOLIS � 1 4-1 RACHEL WALTER & FLATLEY STACEY 'CE MARCZEWSKI HARLOTT MARIO & LLi MILLER LISA ROSA 0 • k HENRIETTA DAE L > L -A: A cn AVI CARROLL AVE-N'11 tJ 5 0 r 4-1 0 �&7 k C) • SCOTT KRUK c3c HAIRSTON, !AIELINDSEY I 1, PECON HAYES, PARKER LLC RECEIVE-D kk JOHN, INEZ BEYRER AUG 3 2022 k 0 Planning '-DUsage M Buildings with Land ge Low Density Residential M S & 11 . DESCRIPTION APPROV. BY JA E" RUTH DATE BY IMTA HOBBARD 1 1 , Commercial LIRR REVISIONS TOWN OF DANEIL Not within 200' L SOUTHOLI) & LXIANA TOWN OF SOUTHOLD ARILA SUFFOLK COUNTY, NY Distance from Site Location 0 n 50off SPORTS EAST RECREATIONAL FACILITY ti 200ft CHRISTCFORATOS, KEVIN TERRY vif NEWI,, ET AL. Site Location tpo G KEY MAP PLAN STANLEY ZUREK C-11 r L. K. McLEAN ASSOCIATES, P.C. ................... r CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 JAYNE EowA'nON LAW OF THE 4ATE OF NEW YORK PROHIBITS Sheet No. U) Designed By: MF/CFD AS NOTED ALTERING,PA1HING ON THE DRAWINGS 4dVERTON*DA mN,7Y A PER�; Scale: 1479 -SPECnCA1""S,-4)NLES9-f56 UNDER F A LIMSED,PROFESSIONAL E'GI 0 100 200 r4010 Veit Or A NEEUMPSUIR ALTERATIONS ARE MADE, THE IVIF ID-§EPHPEPP5, PROFESSIONAL,ENGINEER MM SIGN, SEAL, DATE AND Drawn By: Date: JUNE 2022 0 160 DESCRI13E"E MAL WEW OF,VE ALTERATION ON THE KM L z �0 i .1 .1 1 WENDY SMALL DRAWING JD/OR.IN THE.SPECIWAMN (NYS ED. LAW U County, UConn/CTDEEP, Fsrl, HERE, Garmin, GebTechnologies,:Inc., USPS, &A, USDA Feet 7209-21. 1 Approved By RGD File No. 21039.000 (/ xP6s X26.6 26.& /i f �. I\�>,Y I \�! !�/(V`l� �•``�1/r\I/ /i ¢¢N r r 26.6x x P86 x P&5•' ' % x27, J J I / M7x x272 J P6 'JJ r X267 PTB 27.8 f _ 270� 11 / x272 X27, x27.1 27f J �' x271 z o 1 7� 1 J 270 x x, r X268 l� J X267 JZZZ rr X 1 2x4 w -��� / S 38°27''20' W 573.42'X27 P&6 x 27.4 � ' t x272-' / r 7 - - - - - - X I - - - - N i LEGEND / 1 - x271 26.6 ' / /� 2 �/ x26.6 - - I x27.1 / x26.8 ) x268 j xJl 271 / , J x26.7 / x X272 272 ¢-T• • • • • • • • •UTILITY LIGHT POLE `' x26x,7 I � \ r I \ -O- • UTILITY POLE pop m x /� ' r /r - x26.9 x26.7 x266 J r / / t^ 0-1 LIGHT POLE N ' x 27.1 x2&9 J \ / X26.3 �-- \ I x 278 J x266 P7o . .. . . . . . .WELL 'r X26.9 26.9 f /2Hn ti \`� X269 rr J x`_ 271 E x 272 , 271 1 . . . . . . . . .SIGN b x265. J -� x � x O . .. . . .. .POST X266 J J �7��. X 272 27.3 J - CONIFEROUS TREE m � � 1 J X269 xp64 J x x 273 \ 1 I r X5 J t/ DECIDUOUS TREE I \ EP • • •• • • •• •EDGE OF PAVEMENT X 276 x26., 26.2 X272 x27,2 • • • 'SPOT ELEVATION X272 � i, r X /P6s � 26.7 N J x270 x26.6 127.11 ' J X 26.6 I x � ✓ / x , x 26,6 27.0 / / V 6 x \((`l J Jul ()j��'�r{) 27.6 78 /{� 26.5 26.5 2b.9 27.0 x / J x x / x266 J P7. x 274 / lJ I x 263 J 266 x27.4 / J \ x26.1 J 6' x 27.1 / J I � / J x64 r x26.8 � I 27Hx �+ \ x268 269 x x26.7 2 /r27.3� \ / J xp63 x262 X26,4 X '1.7X x 26.7 / / J 6.7 XM 279 x 279 � �l 267 x2 27.0 x 266 J / X 263 x2J� x26.9 27.0 X [[[i"""iiihhrylll\ x X27.1 x274 •``. -- rl ' x26.6 26.3 ,264 1 4 x2U ' x / r , J ,x2x262 26H 7.3 / x26.2 x 27.1 x262 27.7 N X27 ��P7X I J \ z � x X26.2 267 267 b 277 r X-26.6 X X r� X2&9 \- / X26.7 268 x27.4 x27.3 x26'4 26.2 / r ' X263 M x274 r x264 ti l x275 / , 1 r x x258 x276 ti x27.3 x26.8 x ,27.4 i r r `�'0 x� x26.1 26.0 / \ 27 27.0 X r x 270 _ ' x \26.9 x 258 26A 9 26.2 r x269 260 xr F6.D S9x x25.6 X69 XP6H r / xx '\_,x x �y x273 \ r _ x265 263 J I \ 26.2 1 x25.9 25. 269 n I a x27.3 j \ x x269 x26A J267 J \ ' 9' X•,6 6x x27.0 (�� l/` yl2 "FF x x 25 26.8 ' "V 27.6 N x275 x X 27.6 x (�{�.// x 273 x 27.4 271 27.7 r J JpS2( �x 2b.2 ) x25.4 261\ 3x 2£3` 25.7 269 ff�(�I "V( x x I X271 \\ r /26.6x x WZ3.1 / \ x26.3 X262 r__- - 257 26.6 x26�P6\/3 26.6 p p I x272 , J / t.q �l rH 26.3 J 267 x ,25/2 �c 26A 26.5 279 x ' 26'6 x26.7 x263 J xat PIP x258 .� '! 276 x a �\I 8 .0 x25.9 I x 25.9 � / 262 27.3 r r 27.1 x272 / x268 x268 J J ( x2G1 x263 q / \ x270 x27.2 x273 x27.3 x X 1275 r ' 7.0 ,�� / x26,3 J J / %263(267/ N / x26.7 `J 27.3 r r / x / J xp69 J 27.5 2751' x ,6 ' �•\ r J\_yl\ C2 74 x26.8 x26.4 x26.1 J 26.4 J x2SB r r \li\li�j � .ij��Ji r x J ' x257 X257 \ p 27.2 (\ I 267 J J x256 X257 x26H NOTES 26.7 �/_ / 27.0 x x/ 263 26.5 26.7 x26.3 X ''rrpp 1 27.0 t/c,�� 26< 271 0 \��. _��� \/J� 26.8 x%xI�2S3 2634 X(( Xx 22 6 J J \ O x ) x 26.7 x 26.6 x 26.8 27X _t,_` 27.0 27.5 r / ��� 267 27.3 x j� / 4.4 27 ti x-- - -� r 266 2�., 261 J J \ 3 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. H.0 / _ 270 x r x26.9 X26.7 261 J x 266 278 x W / / f X26.3 268 �"' 265 260 �' r. 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, LIPA N7 / x ' / I x x260 I r r r J ` x260 X268 \ �O LONG ISLAND ZONE. J x25.7 t� r r 3O x27° f x264 X2&9 x269 1 r r \ J I / XX =1 3. ELEVATIONS REFERENCE NA VD 1988(GEOIDI2A). x 272 � x 26.8 x 271 r x r 27.1 272 x x ,8[' '274 'X269 x X26.7 I\ _J 4• UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED N i , \ \ I r X2a3 X263 x26.2 ' 1264 / LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE x w I NEW YORK STATE EDUCATION LAW. 6 / x262 X 25.2 1 J ' J J X260 Q. x 259 x26.2 x26.3 x 26b _ r �26.0 _J ' J 5• ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF J I o x268 THE LAND SURVEYOR'S "EMBOSSED"OR "INKED"SEAL SHALL BE CONSIDERED TO BE ,� � 2269 / X270 2Z0 '6 72 ' / x27.1 x27.1 '27.4 r x26'7 x26,8 x26.7 J r / VALID TRUE COPIES. w f r r l X265 r X26.4 X260 263 r .3 r r r X ' 262 xx26P x25,9 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN r I x259 j � x26'6 x.68 ( x271 X260 -� X264 ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS X267 y \ %27 x271 2X' r r ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND e X267 W 73/r:II' ` x H0 \ \ i ' x268 x26'' x26.8 X26.8 SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM I"R9 275 \ x`26.4 x260 x263 rex x261 THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, 291 t X2'•9 x26 / X2.19 X257 259 260 1 GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE 1 ` \ X259 ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE x266 �,® / 1 27.9 86 X26.1 1 ,/� x26.3 x26fi ` , I / ""L� I .,\._ x23.5 x26.2 x 26.4 <r9.9 \ X270 I r �X 2 5X265 TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 1i x269 \ ' X26.2 x / I I x x,i x26,8/ \ r x 27.0-^ I I x 27.3 1 272 x x 27.0 ?h4 268x 26.7 _� 4r 280 '28`9 x,`27.0 272 r 276 I .�\J x26.9 J �' I\ x269 x26.6 r x 273 - _ x262 I 26 EP 25.9 GP 267x � - -%� 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 26x8 ` 277 x . 7 263 x257ONC. OHC. Z-47 XXx276x x`27 8. THE SURVEY CLOSES MATHEMATICALLY. >280 TOWNfJF--$fJUTHy/c.0 I x21.5 x252 2F x2542SY9xPS' MON. MQN• 279 ARCHERY PARKING .I 1 I I r I 26.0 x263 1 - - RECEIVED 273 x278 _ _- - - _ _ _ _ _ _ S 38°27'20" W 573,42' JJJ X 29.2 xi !x272 - -J � _ \ X 27.3 276 - 271j - _ - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - L- - _ - - _ _ AUG 32022 Southold Tov,n NIF Planning Board THE NEAL J. CICHANOWICZ TRUST AND _ \ \ / THE SARA CICHANOWICZ (TOWN OF SOUTHOLD DEVELOPMENT RIGHTS) \ DATE' - BY DESCRIPTION APPROV. BY 1 REVISIONS \ TOWW -O�SOUTHOLD SUFFOLK COUNTY NY PROPERTY OF SUFFOLK COUNTY REAL PROPERTY TAX MAP NO. SPORTS EAST RECREATIONAL FACILITY ISTICT 1000 TOWN OF S OUTHOLD SEC TON 075 00 LOCATED AT BLOCK 00.00 Of NEW EXISTING CONDITIONS PLAN Lor 006.000 SCALE: 1"=30' PECONIC 0 30 60 �� T 7 7 T_T T Feet L. K. ILEA V ASSOCIATES, P.C. TO YV lv Ol' SOLJTI-lOLD ' CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 r THE EDUCATION LAW AL THE STATE OF NEW YORK PROHIBITS y MF/CFD Scale: AS NOTED SUFFOLK UNTY NEW YORK ANY PERSON FROM AW ALTERING ANYTHING ON THE DRAWINGS � Designed B � 7'` " Sheet No. AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS � �� UNDER THE DIRECTION OF A LICENSED PROFESSIONAL AREA O F PARCEL = 232, 11 74.8± S Q.F T. 0 R 5.33± ACRES ENGINEER, WHERE SUCH ALTERATIONS ARE MADE. THE Drawn By: M F Date: JUNE 2022 (� 1 PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND l� I DDRAWING AND/OR INESCRIBE THE FULL�E 3 SPECIFICATION OF'ME ALTERATION ED. LAWE -.._. SECTION 7209-2). Approved By: RGD File No. 21 039.000 LEGEND: I� / S 33°2 t.a/ 57 3,42' 3 I ---- PROPERTY LINE �� — _..... - - _.. — — .� —_ _ � �..,.�� l _ -- _ N j - -11 .0 — EX(STIN R r— _ _ _ _ G CONTOUR r -... orf �� � .,r,T. r'� ".` .�.�.. .A� �,,�,. f l '1 i ` PROPOSED SILT FENCE f EDGE c� .�:USH � ! r ,• � \ � O PROPOSED CONSTRUCTION FENCE 1 \-- --27 j PROPOSED 1f CONCRETE CURB —I H .�--. 5 DPE— ��� PROPOSED 15 HDPE DRAINAGE PIPE f ... ro.............._.........._.................�............_.._............_. t� !�:::...... _ ........ ._::.. ..,_� c:>�..,.• ...:'' °' :...� D PROPOSED 8" HDPE ROOF DRAINAGE PIPE fDPROPOSED 100 LEACHING CATCH BASIN ry PROPOSED 10'0 DRAINAGE LEACHING POOL �:. f f r, .r �? l f / r ' o-, LIGHT POLE ( � y - __._..... ....... UTILITY POLE .....�._..._, .._ ..... ._� �..__.. .__.., .�._.... ;rte UTILITY LIGHT POLE _ / , ., ,= I f 1 / 0 TRAFFIC SIGNAL POLE GAS(TARY VALVE MANHOLE cfi SIGN CONIFEROUS TREE f f J f (� DRAINAGE MANHOLE PROPOSED coNsrRucnTE #, f I � ' =r I l RECTANGULAR DRAIN INLET ENTRANCE W/ GATE , ROUND DRAIN INLET FIRE HYDRANT WATER VALVE •'�' � _�.�:.::�:: _::.... I f � •,.T � f �::_::::_::_._.:. I 26 � � WATER M f ' fl _ I \ f l,. ETER TELEPHONE MANHOLE ;_• ... : :;• o f f l f `.� `-�` Cb DECIDUOUS TREE C a c1 ! -26 NOTES: 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 STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN SUBMITTED TO THE AGENCY FOR COMPLIANCE WITH CONSTRUCTION ACTIVITY REGULATIONS. ! t j tet'°� r. l � l 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES .\ � w �+� `� SHOWN, THE CONTRACTOR SHALL COMPLY WITH Z f.!/ �-- .'`r --1 - �`! �.�:.!1t '��/ �' _-•.�_ 1 L 1�� � � CALL ONSTRUCTION. MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE ,`7 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO DISTURBING ANY SOIL s': t OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION U �VCTI N PLANS WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND N. �' 0 f ! i REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL I'< f t Cy f ( h BE DISPOSED OF PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. O `'( T .' t ( t•,�1 ! / -� 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL MEASURES DEPICTED tF ARE IN PLACE, AND APPROVED BY THE ENGINEER. 'f o f o �. Q µ 1< n J t t �'j �I 5. SEDIMENT BARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL PURPOSES INCLUDING THE <� � N, ff °� \ / y� DOWN-SLOPE LIMIT OF ALL CLEARED/GRADED AREAS. NO SEDIMENT FROM THE SITE WILL BE PERMITTED TO WASH INTO WETLANDS Fri (' l { } f ` ( AND ONTO ADJACENT PROPERTIES OR ROADWAYS; 1 1{ 6. A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO U rF I f 26 CR 48. THE CONSTRUCTION ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED; 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM TRACKING ONTO PUBLIC ROADWAYS. 0 / II t t s f O 8. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME AREAS ARE t ` ' t f I EXPOSED; {? �:._. mow: _ �} _ •s 1 I� O / t 9. CLFJRED 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; -I-� ( 11. r SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLA �'�,;.�...._ .... ._ ....—.......... ....::::..vW. �:.... :.. ... .. ..........—._...�. _..L..____........____.......... ...___ _..............._.._.._. _.... ............_._........ .... __ _... ! ......... � `x._.. ___......_._................_.._......... .� CE UNTIL DISTURBED AREAS ARE \ ._. �....... f. �.. ...__ .......__._.. _._.... _..._ ..... .......__........ .... �._•• __...... _....._..... ::::::: -:-; ANY SILT LT AND DEBRIS;ED. PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND FLUSHED OUT AS NECESSARY TO REMOVE C3 4 r � r 1 + ' C ••- - --••••-_ -- 1 - - - - - -- - - - - ••- - - - - - -- -- - -- -- -- -- -• -• - - -- -•••-' - --. 12. TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE EMPLOYED. U r r ( . ,r . 13. ALL PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S VEHICLES r�' ~ - 26 14. SPILL REMEDIATION SUPPLIES (E.G., ABSORBENT PADS WILL BE KEPT ON SITE FOR ANY TYPE OF EQUIPMENT-I i '� ^ I I \ t3 f f ) Q D I C3 / SMALL SPILLS THAT MAY OCCUR. -� ft° J• f ry. 15. ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE, WITHIN THE SILT FENCE TO ALLOW THE I cV CONTAINMENT OF ANY POTENTIAL LUBRICANT OR FUEL SPILLS. 17 - c -- -- - - t- - - --)- ---- - -- - ••-•' - --•--- -- - -- - - ----• - --~ --� - --• - --~ -~ - -~~ - -~~ - --••- -- -•- -w-• _•-••_ --- 16. SHOULD A LARGE SPILL OCCUR, THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION SHALL OCCUR BASED C% } _ - _ UPON THE REQUIREMENTS OF NYSDEC AND SPILL RESPONSE CONTRACTOR. ..... ;. :• i v� • - ,r I ' / rr c r t 17. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE AND 2 "'` -- -- - _••••,_ - 27 2Q W .�73,4E HANDLING, ETC. SHOULD BE PRE-DESIGNATED AND LOCATED AS IFAR FROM WETLANDS AS POSSIBLE, SPILL PROTOCOLS ""'••"� SHALL BE ENACTED. IV \. RECEIVED THS:•• SARA CICHAI�fI7t�I�'Z �— —� �� � �T••c WAI D SL7UT�HG'LD .SFV �.DPt4ENT RIG1rTS) ~-. SITE PLAN " F_ -- SCALE: 1 "=30' (DE VEL GTPF.D/DELL IVA 'ERS `` AUG 3 2022 50' MIN. t SOUL 01 Town -' U ", '/1 euT saFxsxr ro Hm,e'-0"MAX.C.,°�. 'TON Planning Board Q� 0 30 60 FLOW Sm Feet �' ti� �� HAY SAL AND/oR (� E aTrac m -+- ^^: �^ GRADE U... � �� � •� .•'` .:. •• N W J �~• he,-.a{ Y, �'b.. YYe k -.�a. o S— FtC l'.-•'Y \d. tJ.',i�l:-� ,:1 8/1/22 1 '� " - "��`' - '`'" -'�'"'"" '�''` .y=;.'�`" � MF AS PER COMMENT � � � � �� 6 MIN. :s'.P4.''•'y4,:x —�,i�i�'ti•.:e�.rr�. 1<f ,;�;.• ,�:: � FROM PLANNING / � 4.. VERTICAL r.` __ ,�,;h r4.%;r;•..;; .k,',""� =„"` . ` , .; .. DEPT. 7 25 22 CFD IMPACT ON NOISE ODOR & LIGHT: SLOPE DATE BY I' %,� "JAS,•'•. ilr.. .. 1�.'•y FACE �,o yam. •; „ H .R 1 �"� aX >, " DESCRIPTION APPROV. BY 1. Prior to start of any construction activity, notify I i �° `` 0 4�"� ` �' � : � '� '° o F REVISIONS the Town of Southold Planning & Engineering V t •• Y .: ��• �;,.�:ti fw-L BEDDING DETAIL PERSPECTIVE VIEW d`sr TOWN O F S O U T H O L D r� Departments a minimum of 2 business days in ;.�,, .., .�T�,,w , ,�« , _.•� . �, ti. C� advance; An inspection is required of the installed :�''' t— ANGLE FIRST STAKE TOWARD ,���% is turtle barrier fencing (aka erasion control PREVIOUSLY LAID BALE. yc, f'� ` 36" MINIMUM 2 x 2 mHsxoDnDH 0MA"CE-FOLMA a SUFFOLK COUNTY, N Y C\I , /y� , .� FENCE POST 3/4-STOW BLM OR KY.STATE DAT. RG,I / prevention/silt fencing) by Town Engineers office /_ �- MLMW(�,ABOVEO OWING GRADE MR MU NAME. E _+� and Planning staff prior t0 clearing. FLOW �i� WOVEN WIRE FENCE (; 3. Construction activities shall only occur from �-�� ��� (6x6 - 10110 WWF) Z SPORTS EAST RECREATIONAL FACILITY 7:00a.m. to 6:0® m. on weekdays and Saturdays; G^ fc% FILTER CLOTH PLAN MEW 0 4. No construction activities are permitted on Sundays, year—round, or the fallowing holidays: S�Opf M Q) New Year's Day ^ h am BOUND HAY BALES EMBED FILTER CLOTH I RA '��0� NE; E R O S I O N CONTROL PLA N E Memorial Day Soh �' PLACED ON CONTOUR MIN. 6" INTO GROUND z R 0 A D ��n Independence Day (�Llly4th> 4' '/°° Y•-° °°a D R� L. K. CLEAI�I ASSOCIATES P.C. 41 s, N + 2 RE-BARS: STEEL PICKETS OR —i+ MAY BNL /� M rota'(�)AVyE MBTM GRADE FOR MANAGE. * 4 t' CJ Labor Day 2"x 2"STAKES 1.5'to 2' IN GROUND. NOTE: SLY�c«c (�I DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Thanksgiving CROSS SECTION -7-3 HAY BALES. 112 ACRE / 100 LINEAR FEET i (� Q) Christmas Day ANCHORING DETAIL THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ''r Sheet No. CD C) SECTION DETAIL AND/OR THE FROM ALTERING SPECIFICATIONS. Tres at1�1;1 Designed BY: MFJCFD Scale: AS NOTED EPODER THE DlftECT10N OF A LICENSED PROFESSIONAL JUNE 2022 TEMPORARY CONSTRUCTION ENTRANC +cINEER, WHERE SUCH ALTERATIONS ARE LADE,THE �1�,�r(y�Ff Drawn B M F Date: STRAW BALE DIKE DETAILS EC SBS NTE DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE �, �C y FESSIONAL ENGINEER MUST SIGN, SEAL DATE AND SILT FENCE DETAILS .{ SCALE.NTS DRAWING AND/0R IN THE SPECIFICATION (NYS ED. LAW U ECALF.:NTG SECTION 7209-2), Approved By: RGD File No. 21039.000 LEGEND: PROPERTY LINE EX. BRUSH AREA TO BE REMOVED o A ^ ® S 38'027`20' W 573,42i 3 _ _ ^ _ _ _ _ _ - 10 - SUBGRADE CONTOUR x 0.1.E 2-- 0.09 X-04 2 -0 62 -0 x: ��"1 -1 1 .0 - EXISTING ( 4") CONTOUR _ ` ' 26 ••039 x-0.19 x0.09 X0.01 X0.13 X0.00 / - - PROPOSED GRADING LIMITS 2� X -0.46 DEPTH OF EXCAVATION i 24 23 N REMOVEDTREES TO BE X 0.46 DEPTH OF FILL 0.59 X U.71 -. r; X-4 01 X-3 96 X-3 92 X-3 81 X-3.8 X-4..rX-3.81 X-3.66 a X-3.65 X-3M X-3.5. X-3.85 X-3.43 X-3.5: X-3.81 X-3.91 1.53 X-0.35 X 0.29 X-0.01 X0.18 X 0./07 ' J EDGE 17F BRUSH UTILITY LIGHT POLE 23 24 UTILITY POLE • 26 4 T LIGHT POLE �5 X 0.�"/ Z .93 27 U5 X 0.06 X 0.07 X-...0c: X ':.'.: X 0.07 X 0.21 X 0.09 X-0.02 X 0.06 X 0.23 X 0.14 X 0.20 X°.16 X .5 X X 0.12 X-0.02 X-0 z7 ® 27 / WELL SIGN (� O 44 \ X 0.60 63 d.05 X 0.00 X 0.05 X 0.22 X035 X 029 X 0.43 X 0.21 X 0.04 X 0.02 X 0.19 X 0.46 X 0.48 X 0.57 X .78 X 0.� 0. 0., X 5 6 -• ,� -001 POST i� CONIFEROUS TREE � � � 27 EDG aoDs 27 ,. �. 2 ' DECIDUOUS TREE X 0.42 0.46 X 0.r'' .0';` X 0.23 XC 1.02 1.8 X 0.77 X 0.63 X xo.53 ' 0.41 x 0.5> .<a x1 >a I x1.97 X1.a2 xa.sll 1X o.6 x .� 2 X0.17 DEMOLITION NOTES: t' ` LIMIT OF PROPOSED ! 1. THE CONTRACTOR SHALL PERFORM ALL REMOVALS AND RELATED WORK AS SHOWN ON THE I BUILDING EXCAVATION /� � \ X o.34 / X o.2d X-0.63 X I .'� > X 1 16 +' X 2.11 1.12 - - ti� DRAWINGS DESCRIBED IN THESE NOTES AND REASONABLY INFERRED AS NECESSARY TO COMPLETE ^ x x0.96 X0.8 x 0.63 1 :d X01 , I �r THE SCOPE OF WORK. EX. GRASS TRAIL / � I I f I TO BE REMOVED ' I \ / h 2. IT IS THE CONTRACTORS RESPONSIBILITY TO THOROUGHLY INSPECT THE SITE IN ORDER TO \ �__- �� X2.20 1.21 X1.11 X1.0 a X 3.4. d 43 Xd.o4 �' VERIFY ACTUAL CONDITIONS AND FULL SCOPE OF DEMOLITION WORK AND REMOVAL REQUIRED F 7 X0.18 X0. X-0.6a X-0. .� X10d \ I cv PRIOR TO BID. \ EX. WOODED AREA / \ TO BE REMOVEDI N N u� 3. THE CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES TO REMAIN AND PROVIDE REASONABLE z \ I `�' �' AND ADEQUATE PROTECTION FROM DEMOLITION WORK. 60 X o.51 -A 20 �-0.65 X-.,,.2 X 15 -X. GRASS TRAIL X .21 X z 2a X 1.2 X z.ds 9 X- �3 1.0dN 4. PRIOR TO REMOVAL THE CONTRACTOR IS TO IDENTIFY ALL MATERIALS, INCLUDING SURFACES, � TO BE REMOVED 1 LON PIPES, WIRING, CONDUIT, ETC. QUESTIONS REGARDING IDENTIFICATION SHALL BE ADDRESSED TO THE ENGINEER. 0. 1/ x-0 38 )( r•.c3 x d,.-'5 0. 't+3 xi 4 ( > I X2.17 1.05' X1.11 X1,1 4 0.83 Cu/ r _ /�0 5. THE CONTRACTOR SHALL PROVIDE DUST PROTECTION AT POINTS OF DEMOLITION, AND EXISTING/ EDGE pp 1''ppDS AREAS TO REMAIN. (a 6. UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR SHALL INSURE THAT ALL AREAS X 0.82 X 1.07 -u 76 X 0.68 X 94 X 1l \ \ I X 2.33 X 1.28 X 1.19 X 1.3 1 ` <. X 0.43 = BE LEFT CLEAN. �1 `c 7. PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS, APPROVALS, ETC. FROM ALL RESPECTIVE DEPARTMENTS, AGENCIES, COMMISSIONS, ETC. X1.o9 x1.37 X-o.23 a. X xi 18 , �' I X2.49 X1.48 X1.z9 X1.1 6 11 /� �7 HAVING JURISDICTION AND SHALL SUBMIT ONE (1) APPROVED COPY OF SUCH TO THE ENGINEER. cn e7 8. THE CONTRACTOR SHALL EMPLOY MEANS AND METHODS THAT MINIMIZE VIBRATION, NOISE, DUST, U p \ / O POLLUTANTS AND OTHER DISTURBANCES / X1.10 X1 X0.28 1. 5 X0. 5 X1.38 x1.36 X1.37 X`t.17 4�- ( �\ �19 1. 1 X2.� X2.26 2,11 X2.70 X2.74 X2. 4 X1.60 X1.3 X2.11 X .32 X .76 nl N 28 / \ J 28 b � b 9. THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR SPACES AND ASSEMBLIES I 27 /\ PJ. / j b ADJACENT TO THE AREA OF OPERATION UNDER THIS CONTRACT. ANY DAMAGE OR DISTURBANCE `� 13 RESULTING FROM WORK DONE UNDER THIS CONTRACT SHALL BE PROMPTLY RESTORED, jX 1.20 X1. 9 X0. 1 X . 17 X 0 47 d.29 X d.z7 x d.2s x d.a6 -0.10 X o.31 X 0.45 0.60 X 0.73 X 0MX 1.04 0.99 X �C 0.92 x 1.32 X 1.33 1.37 .32 X 1.o X 1.80 X1.19 0.41 n1� REPLACED, OR REPAIRED A NO EXTRA COST OF THE OWNER. I = 10. ALL DEBRIS AND ADDITIONAL MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF i 27 �� it� ) Q PROPERLY. X1.10 1.10 X .49 X o.5 .45 X 0 23 X-OM X 010 X-0.a x d.�` X d.23 X-d.d1 X 0.02 X 019 X°.33 � X 0.51 X 0 6° X 0.72 X 0.79 X. S X 0.70 X 0.86 X 0.85 X 1.03 X 0.84 X o 59 X 1.24 X 0.89 / A2 � y 11. PROTECT, REROUTE, ALL MISCELLANEOUS PIPES, CONDUITS AND APPURTENANCES LOCATED Is !I ? THROUGHOUT THE AREA OF WORK. CONTRACTOR SHALL BE DEEMED RESPONSIBLE IF THERE ARE I-J, �, fJ _ I ti� k---, DAMAGES TO THIS EQUIPMENT DURING CONSTRUCTION. ALL REPAIRS NEED TO RESTORE GO r � ti6 DAMAGED SYSTEMS DURING CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY AT NO X 1.a 1 a i X 0.•0 X d.24 X O.aG X i.1.' X 0.21 U.2: X X 0.41 X 0.34 X d.37 X 0.2 X-d.0 i X 0.09 \X 0.19 X 0.31 X 0.39 6 X 0.37 X O.a4 X 0.52 0.75 X 1.08 X 0.58 .17 TO BE RDEMOVED 6 Lj COST TO THE OWNER. / SURVEY NOTES: 2 26 \ 27 26J 27 / tt X 1.37 1.15 X 0.28 X 0.06 X-d.z X 0.37 X o.4t? X 0.56 X-d.=> X d.5 9 X $.62 X 0.5 X 0.400.25 X 0.08 oa X 0.17 X 0.34 X o.57 X 0.62 X 0.33 X 0.90 X°.59 X a. 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. L �o 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, LONG ISLAND ZONE. X 0.2 0.00 27 ;.�,_.26 X 1.ao X 0.77 X 0. ••rf <: 3. ELEVATIONS REFERENCE NAVD 1988 (GEOID 12A). c� ( �. 26 . /` -- - � 25 / 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 23 24 / SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE X 0.08 _t ...5:.• -,s.,,:, -�+ ,. <. Z .2 :<, „.,:, _�. _,,,p; _.�.,.. -, .. ,eb : -3 u019r ,; :7 X 0.44 X 0.01 .24 EDUCATION LAW. > 5. ONLY COPIES FROM THE � ""'""� �' � / I ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND 23 SURVEYOR'S " � �'; '� � 4 EMBOSSED OR INKED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. T/) { ( `�.\ X d. ..; i;•� _: it{. .. C� _) �,. _i'">.. -,2 f1: :i 1 .. C`t' .. Ct: .. C:.. 2 _? R 25 .,., - X-1 -)o _n aC _11.. '• KIS 4 X 0.48 x-a.16 n 26 - ' 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE 4 ZA f��'�..�-�`r":�'�' r .���:��.tr�,, --�.�_ r ;�>;-T�,• � WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS SAID CERTIFICATIONS SHALL RUN ONLY S 38027"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 _- - J .__ _ __-- _, __ _ _ _ __ __ _ � __ W _ ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO t .est&a 774 V, _ ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. V� � ��"_.-~"' _,,,� _ _..� l� � �,� .._.. ."......_.... ....---___. ._.,.--• -_- _.. ..._. ,_.,,,,,_.�- � � 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. RECEIVED 1-10, NIF M- `" . 8. THE SURVEY CLOSES MATHEMATICALLY. �, / THE NEAL J, CICHAN17WICZ TRUST AND -w ~�. _J THE SARA CICHANOWICZ AUG 3 2022 a / (TOWN 17F SLWHOLD DEVEL17PMENT RIGHTS) Southold Town (DE VEL C7PED/WELL WATER) `�.� Planning Board G7 ti 4.J S1_ U) 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD 0 SITE PLAN DATE BY DESCRIPTION APPROV. BY 0 SCALE: 1"=30' REVISIONS ° 30 60 Feet TOWN OF SOUTHOLD .`i SUFFOLK COUNTY NY E Cit/Fill Summary SPORTS EAST RECREATIONAL FACILITY 0` - T1ame Cut. Factor. Fill Factor 2d Area Cut Fill Net O E',G yrs EG Str..i.pped 1.000 1.000 2:x:1.?..01 .55 Sq. Ft. 2825.80 Cu. Yd. O.OL' Cu. Yd. 2.825.80 Cu. Yd.<Cut> EG Stripped s >G 1.000 1.000 231100.05 Sq. Ft.. 38'76. 43 Cu. Yd. 6196.70 Cu. Yd. 232.27 Cu. Yd.<Fill> ,�P�o°F ��'� EXCAVATION & REMOVALS PLAN y� N E Foundation Ex. 1.000 1.000 45,500 Sq. Ft. 850 Cu. Yd. 0 Cu. Yd. B50 Cu. Yd.<CUT> � ��t N D N Total:: 1, 470 Cu. Yd.<FILL> L. K. CLE f w wj, ASSOCIATES, UTSSOCI w`IES' P.C. CN. ENGINEERS �'4337SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 CN (U THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS B Sheet No. O �_ ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGSDesigned ly� 9 Y: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS TS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL �1^ �A� Vl V) ENGINEER,WHERE SUCH ALTERATIONS ARE MADE,THE V �„J PROFESSIONAL ENGINEER MUST SIGN. SEAL DATE AND Drawn By: M F Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING Al SPECIFICATIONIN THE SECrION7209-2). (NYS E0. LAW Approved By: RGD File No. 21039.000 /C S 38*27'2011 W 573,42' LEGEND: "-7�7777- 7 '41 -,�,7, 1)X 77� 7�<\-77X-77- 77 77 �,W \K 777 7\7 -I,x -47" 7 77, <7 7\7\7��7 �7 � 7:7, .7 777 Kl�wX., Ix x PROPOSED ASPHALT PAVEMENT 7 -4. �xx 2. "5, N 4,11 'M �A PROPOSED CONCRETE SIDEWALK 5. *0 (M-1. . . . . . . . . . . . . . ax- PROPOSED BUILDING Ak s ��,�t`L�R�%-6 0 x /r > V�"k ....... "M PROPOSED TOPSOIL & SEED q xx 'A & I x I&\ X PROPOSED MULCHED AREAS 1>x 40 5 X� IX �\0 mm x 1,�, 1 ->x M\w REMM.... Mm.. IN PROPOSED EROSION CONTROL MAT % '0 000! -s PROPERTY LINE If 2 PROPOSED CONCRETE CURB i'M . ...... PROPOSED WHEEL STOP Hil.: IV 'v -T / * & 4' PROPOSED HANDICAP PARKING PROPOSED TRAFFIC ARROW PAVEMENT MARKING > \-x- PROPOSED SIGN 'R24,0 PROPOSED 2 STORY, 459500 SF, SLAB ON PROPOSED DUMPSTER ENCLOSURE so I . =) %6- 54 & GRADE INDOOR SPORTS M _6 I\ 0 UZI PROPOSED CATCH BASIN \N, -0 COMPLEX F.F.=28.54 < W \W%kh, ? PROPOSED LIGHT POLE 6 N-Rmuml < PROPOSED PROPOSED TRANSFORMER 41:."\-- SPORTS EAST ............ -x\ RECREATIONAL FACILITY SIGN llkNx SOIL BORING LOCATION A PROPOSED 7 mfrm VAULT V t ............ .41 V4 iJ L2_. u U �x 410 —01", MNRW�Alpl' WA"#-,4410-.' 441", 74- 4 AL. s 4 Ti?..... IV t PRdPOSED RP2 mm gi� 106 � H4,WARKRW b n W MLL." Im 411 L -ENCLOSURE' Id INSIDE HEATED § !'11,t I I N \:W Amw 0 Q� % ME �0- - , ( L PAVEMEN CE SCHEDULE %16 � . z b I OR AW -X\ SYMBOL SECTION/DESCRIPTION REMARKS .I .. .....ft- 7 1114"k q q 104%, X R 0 hL 11- TYPE 6 AS W\ 24- TYPE 3 ASPHALT PAVEMENI 6* RCA PROPOSED ASPHALT M&L i 11% PAVEMENT (71- '49 & 7k 4-, 6" STABILIZED SOIL N [Fi LI I 1�' I NO/* k IMIF 10 %%bukk"�, HYDROSEED AS SPECIFIED ON LANDSCAPING PLAN GRASSED AREA NR� (ALL DISTURBED 4-(MIN.) DEPTH OF TOPSOIL . . . . . . SURFACES NOT Xx 4� C) RO��S:D f:'Xll)' 0 1 OTHERWISE PAVED XX-\ -�...... fUMR\STER EKCLOSURE COMPACTED SUBGRADE R PLANTED) 4- 2 ::F1 r .. ..........!� 0 C- n �2 0 Fl/' T 0 `4y n&a� D71 �!K --- Z\k . . . . . . . . + 11, 41 O� (> BROOM FINISH, STEEL TROWEL EDGE (UNLESS OTHERWISE NOTED) (3500 PSI) CONCRETE XY9 A z 4 CONC. WALK 41 y..x-x--v X� V. X-YX 'A"A,-� �y R 1 1--.=l I I=Fl[=I I 1=1 I 1=1 I 1= COMPACTED SUBGRADE ,x. 2 -�N y %/ c \7 > L /> �19' /W > :>-,xv .-A - ----- S 38*2 7 120' W 573,421 cr) 4* DEPTH OF MULCH MIN. CN EDGE PLANTING BED (4 ------- ------- . . . .......... DEPTH) TO REMOVE ROOTS VEGETATION MULCHED AREAS 73/IVyf) 0 COMPACTED SUBGRADE . .LLLJ -4- 4-1 NIF . . . . . . 0 u THF- NF-AL J. CfCHA1V17W1CZ TRU,�T AN], SITE PLAN THE' SARA CICHANOWICZ SCALE: 1 "=30' RECEIVED TOWN 0F SL'-1UT[-1L7L-D DEVEL[7PMENT RIGI-ITS) 0 30 60 0 (DE VE'L LIPE-fl WE'L L WA 7-ER) SITE DATA TABLE Feet AUG 3 2022 4-1 1 SUFFOLK COUNTY TAX NUMBER(S) 1000-075-01-6 (TO BE SUBDIVIDED) Southold Town 2. ZONING CLASS AC TEST HOLE BY MCDONALD GEOSCIENCES Planning Board Cf) ON 4-7-2022 -4- 3. AREA OF SITE 5.33 ACRES (232,174.8 SF) k 0 27.0 Brown silly loam 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 8/11/22 F S PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD 0 REQUIRED 15 GPD PER STALL DATE BY DESCRIPTION APPROV. BY 0 7. DEPTH TO GROUNDWATER 23' + Brown and grayish Krawnsift ML COURTS 5 STALLS/COURT 15 GPD X 131 2,085 GPD 0 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 SUFFOLK COUNTY, NY BLDG SF = 52,600 — 16,500 31,240 SF CALCULATED TRIP GENERATIONS A C0 MINIMUM LOT WIDTH 175 FT 401 .16 FT SPORTS EAST RECREATIONAL FACILITY (D MAXIMUM LOT COVERAGE 20% (46,173.6 SF) 19.60% (45,500 SF) Yei�ow�sh brown line,to mcdium sand SP 45,500 SE RECREATIONAL FACILITY PARKING REQUIRED WEEKDAY AM = 154 TRIPS MINIMUM FRONT YARD SETBACK 100, 100, 1 X (31,240 SF/300) 105 STALLS WEEKDAY PM = 198 TRIPS N MINIMUM SIDE YARD 50' 154.6' 5 X 4 (TENNIS COURTS) 20 STALLS 011� EW PROPOSED SITE PLAN CALCULATED AS PER INSTITUTE OF E MINIMUM REAR YARD 50' 127.4' TOTAL 125 STALLS TRANSPORTATION ENGINEERS TRIP GENERATION 11TH EDITION G. 0 MAXIMUM BUILDING HEIGHT 35' HIGH 32' HIGH PARKING PROVIDED C-) L. K. McLEAN ASSOCIATES, P.C. C-,! TO RESIDENTIALLY ZONED PROPERTY 100' 103.9' 10.0 17' REGULAR STALLS 124 STALLS CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 HANDICAP STALLS 7 STALLS -0 cl\: Q) PLIBLIC/PRIVATE RIGHTS—OF—WAY 50' N/A TOTAL 131 STALLS THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. (HIGHEST EXPECTED GROUNDWATER EL. 5.0) ANY PERSON MOM ALTERING ANYTHING ON THE DRAVANGS Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS rrs ANY PROPERTY BOUNDRY TO UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADF.THE IVIF JUNE 2022 TEST HOLE PROFESSIONAL ENGINEER MUST SIGN, SEAL DATE AND Drawn By: Date: PARKING/LOADING AREA 50' 50' DESCRIBE THE FUIL D(TENT OF THE ALTERATION ON THE <r -:�' I DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW C4 cf� - N.T.S.. SECTION 7209-2), Approved By: RGD File No. 21039.000 \ LEGEND: S 38 2�20� W 573, 2 PROPERTY LINE PROPOSED CONCRETE CURB l •25 _ _ I PROPOSED 8" HDPE ROOF DRAINAGE PIPE ,_2'__' �~ RAIN GARDEN B (�o� �` -,.. N J � � -- ( o�ff' ( 0) I \ i 0 PROPOSED 100 LEACHING CATCH BASIN 28 23 %,"'./ �" / 24 25 _ - J r .,■■■,■■ PROPOSED 15" CPEP DRAINAGE PIPE N� B.C.=27.54 '/ I - - PROPOSED WATERSHED LIMIT < T.C.=28.50 ; j B.c.=28.00 �� s PROPOSED SANITARY PIPE I � 1 T.C.=28.3 LJ � 27 J T.C.=27.67 CB9 L J T.C.=28.28 �� -� � J 1` B.C.=27.8 \ CB7 T.C.=27.41 _ _ // e G=26 s1 B.c.=27.17 colo e,c•=27,7$ ® �� � 1� � J� w�- PROPOSED 2" DOMESTIC WATER SERVICE T.C.=28.23 C.=28.50 T.C.=28.21 T.C.=28.21 B.C.=27.73 T.C.=28.22 T.C.=28.21 B.C.=27.71 .C.-28.21 ♦ 2s 2s ---�-- PROPOSED 4 FIRE SUPPRESSION WATER SERVICE V B. 28.00 T.C.=2 .31 / B.C.=27.72 i B.C.=27.71 B.C.=27.71 B.C.=27.71 T.C.=28.24 ® CB13r_ 23 24 B.C. S1 cv B. • . 8 �i I -E PROPOSED U.G. ELECTRIC B.C.=28.74 T.C.=28.24 24 B.C.=27.74 T.C:=28.24-- - T.C.=28.24 I I PROPOSED LIGHT POLE r'�W! 28.20 T.C.=28.42 B.G.=27.74 -�8•C.=27.74 B.C.=27.74 T.C.=28.26 I �.\ ' / `r! f B . .70 / T.C.=28.5 p 4 B.C.=27.92 T.C.=28.42 T.C.=28.42 B.C.=27.76 T.C.=28.21 ( ( O� / J B.C.=28 00 ^ B.C.=27.92 B.C.=27.92 T.C.=28.36 B.C.=27.71 r'` ... cy B.c.=27.x6 �.�� / J PROPOSED TRANSFORMER ;�Zj . T.G.=28.42 T.C.=28.42 Ole _____.�, _.---- ------v'a'` I RAIN / ® ww r ® • f / f .r , i 1 F' / r.c.=28.42- , f f' F / i f / . / CB12�- I o-, LIGHT POLE T.C.=28.42 1_f.G.=28.42 �.C.=2d.42J --� B.G.=27.92 B.G.=27.92 B.G.=27.92 B.G.=27.92 f i AR D E N // N -0- UTILITY POLE UTILITY LIGHT POLE 0 TRAFFIC SIGNAL POLE ' iti., T.c.=2s.11 I (�of / y r SANITARY MANHOLE 1 ,. /, B.c.=27.61 r.c.=27.43 •°`` I �-� // �'� GAS VALVE B.C.=26.93 T.C.=28.30 T.C.=28.36 ( / �� �- SIGN :. B.C.=27.80 B.C.=27.86 0 DRAINAGE MANHOLE PROPOSED 2 STORY, / I s / i RECTANGULAR DRAIN INLET T.c.=2a.73� 1 459500 SF, SLAB ON ROUND DRAIN INLET B.G.=28.2 v T.C. 7.97 GRADE INDOOR SPORTS I N W, /26 / C FIRE HYDRANT B.C. 47 T.G.=28. 1 T.C.= 8. N T. •=27.70 ' ! / (c WATER VALVE B.C.=28 B.C.= 7.56 o B. .=27.20 ;. COMPLEX (F.F.=2 8.5 0 Qd WATER METER �CB6f P �' T.C.=27.40 f I / 1 B.c.=26.9 � �I / � �} TELEPHONE MANHOLE n { DECIDUOUS TREE f T.C. 27. 8 / �� X26 j B .=26 8 f { T.0 2 9 / � y C.)` B.0= .69 � lT�G.=27.80 / ,>' Al" { p.C.=27.30 ry� T. .=28.63 / 13.1=28.13 f T.C.=28.07 I / d► Q c ! PROPOSED r T.C.=28.36 B.C.=27.57 / J-k �ETER VAULT l B.C.=27.86. c I I O �- REQUIRED DRAINAGE CALCULATIONS: PROPOSED DRAINAGE CALCULATIONS: T.C.=28.37 T.C.=28.378'07 T.C.=28.37 / ,.►,.--•� '�/ � C `� L / B.C.=27.87 B.C.=27.87 =27.57 / CB 1 THRU CB5 cu I °�• I I � f .'" � f �' •' B.c.=2767 C611r � BASIN A CB1 THRU CB5) f / :;" / ,` ./ , i f I / :�` / = 8.15 i �� �l IMPERVIOUS (ASPHALT & CONC.) = 39,868 SF - '„U I B.c.=2� ^`` �`-' % �1 Y C=(39 868 X 1)= 39,868 8,623.83 CF REQUIRED I ---r-c-c---t-c-c. 01 _ ��: �-c B.C.=2 . B.C.=27 88 38 � I. .=27.96 b „/ „ ( )- , , ! 39,868 X 2 12 (RAINFALL)= 6,644.67 CF CAPACITY IN BASIN = 6,382.8 CF i _ - T.C.=28.15 B.CC��--27.4 '� b p IMPERVIOUS (ROOF) = 11,375 SF (4) 10'0x10' DEEP LEACHING POOLS = 68.42CF/VF X 40 = 2.736.8 CF •� t PROP ED RPZ _._ .� ^I,. KK , INSIP ARE T G.=28.24 = r- - 11 / I---DROP CUR O I , _ B.c.=27.65 J C=(11,375 ,X 1) 11,375 - TOTAL DRAINAGE PROVIDED = 9,119.6 CF �� I r B.C.=27.74 2 ( T.C.=28.37 T.C.=28.37 \0 0 T.C.=28.37 n B.c.=27.87/ T = B.C.=27.87 T, B.c.-27.87 = T.c.=27.81 \ / 'ti 11,375 X 2"/12" (RAINFALL)= 1,895.83 CF .C. 28 37 DROP CURB DROP CURB T.C. 28.17 /� Q CB6 1 B.C.=27.87 e 7 ___ B.C.=27.67 B.c.=27.31 PERVIOUS (VEGETATED) = 5,000 SF '{I ' C.=28.58 T.O. 28.43 ! _ 1,394.83 CF REQUIRED - C.=28.08 B .=27.93 1 I / r T.C.=28.17 T.C.=27.66 T.C.= 8.20 \ a C=(5,000 X 0.1)= 500 , g T.C.=28.17 ,� y 3 n (2) 10'cbX11 DEEP LEACHING POOL - 68.42 CF/VFX 22 = 1.505.24 -__ g. I B.C.=27.67 B.C.=27.67 B.c.=27.16 e.c.= 7.7a r.c.=28.16 �y f n� Q 500 X 2"Z12" ,RAINFALL)= 83.33 CF 03' T.C.=28.39 ( I �� / \ TOTAL DRAINAGE PROVIDED = 1,505.24 CF T.C.=27.74 >\ r B.c.=27.66 = TOTAL STORAGE REQUIRED = 8,623.83 CF T.C.=28.24 B.C.=27.8' r'� B.C.=27.24 ( T.C.= 72 N T.C.=27.66 PROPOSED c" B.C.=27.74 B.C.=2 2 T.C.=27.52 T.C.=27.52 B.C.=27.16 SANITARY SYSTEM N y C) I / \ B.c.=27.02 e.c.=27.oz __ BASIN B (CB7 THRU C810) T.C.=27.64 �'1 C B 6 st ?' �' T.C.=28.25 T.C.=28.22 \ C.=27.73 T.C.=27. T.C.=27.63 B.C.=27.14 \ J L^ !,I f B.C.=27.1 T.C.=27.49 �o, IMPERVIOUS (ASPHALT & CONC.) = 7 500 SF 'K / 5,125 CF REQUIRED j t {SII .=27.75 B.C.=27.72 G.=27.23 T _ B. •_ B.C.=27.13 F Cn hii 27 C=(7,500 X 1)= 7,500 CAPACITY IN BASIN = 3,974.9 CF i \ 27 B.C.=26.99 i T.C.=27.43 y T.C.=27.18 T.C.=27.18 ( O) B.C.=26.93 / y 7,500 X 2"/12" (RAINFALL)= 1,250 CF (3) 10'0x10' DEP LEACHING POOLS = 68.42CF�VF X 30 = 2.052.6 CF T.C.=28.10 .52 B.G.=26.68 B.C.=26.68 PERVIOUS (VEGETATED) = 8,690 SF TOTAL DRAINAGE PROVIDED = 6,027.5 CF 1! T.C.=28.14 B.C.=27.60/ T.C.=27.57 B.C.=27.021 T.C.=27.41 / C85r" I C.=27.64 /' B.C.=27.07 B.C.=26.91 �� / C=(8,690 X 0.1)= 869 `aCP T T.C.=27.14 _ �Q 01 T.C.=26.94 869 X 2"/12" (RAINFALL)=-144.83 CF BASIN C CB11 THRU C612) T.G.= . 4 T.C.=27.51 T.C.=27.14 B.C.=26.64 C.47.40 ( � T.C.= .30 B.C.=26.44 B.C. 7.60 B. .-27.04 B.C.=27.01 B.C.=26.64 T.C.-27.39 q.c.�16.s0 �> _ TOTAL STORAGE REQUIRED 1,394.83 CF T.C. 7.0 J -'-' ' T.C.= 8 T.C.=27.16 B.C.=26.55 �n 5,441.25 CF REQUIRED ' v 1 CB1 CB2 B CB4 B.C.=26.66 `l r3 � Q �'� B.C.=27.69 1--1 � I �..� r...� � CB7 THRU CB10 CAPACITY IN BASIN = 4,657.77 CF ' / \ �� 1 T. 7.1 "' IMPERVIOUS (ASPHALT & CONC.) = 19,320 SF (3) 10' x10' DEEP LEACHING POOLS = 68.42CF/VFX 30 = 2.736.8 CF r -�-�-` -`'`--` C=(19,320 X 1)= 19,320 TOTAL DRAINAGE PROVIDED = 6,710.37 CF ( ! T.C.=28.02 " 220 CF 0 �„ N \ B.C.=27.52 19,320 X 2"/12" (RAINFALL)= 3, / •' ` 26 ® 25 IMPERVIOUS (ROOF) = 11,375 SF '� 24 tp , 2�r 23 C=(11,375 X 1)= 11,375 ( , \ 11,375 X 2"/12" (RAINFALL)= 1,895.83 CF J _ 0! RAIN GARDEN A ( o' ( ON �" J PERVIOUS (VEGETATED) = 550 SF \ t., - �`- 23 C=(550��X 0.1)= 55 f - �` --- 24 55 X 2"/12" (RAINFALL)= 9.17 CF TOTAL STORAGE REQUIRED = 5,125 CF hen"` PA '; £r yt ;.,. � •• ..... ..->..�. ww - w �_ - - - - - - - - - - - - ----- - - - - C811 THRU C612 S 38®27"G�®' W 573,42 IMPERVIOUS (ASPHALT & CONC.) = 9,495 SF C=(9,495 X 1)= 9,495 r� 9,495 X2"/12 (RAINFALL) 1,582.5 CF PERVIOUS (ROOF) = 22,750 SF _ ..........._. - -- - 72,'1>$y _ \ C=(22,750 X 1)= 22,750 y- - �._-_ ......_...._....._...._.._.._............._ _ �-----_ E -•""' ---------------------�--_m_----------�- _ -•. �._.``w--w. 22,750 X 2"/12" (RAINFALL)= 3,791.67 CF N/F �`- _ PERVIOUS (VEGETATED) = 4,025 SF THE NEAL J, CICHANDWICZ TRUST AND _ w - ~~ `"`' C=(4,025 X 0.1)= 402.5 RECEIVED THE SARA CICHANDI,/ICZ ` "� ~� 402.5 X 2"/12" (RAINFALL)= 67.08 CF ` r TOTAL STORAGE REQUIRED = 5,441.25 CF AUG 3 ZQZZ (TOWN DF SDUTNDLD DEVELOPMENT RIGHTS) `�,, �� �n (DEVELDPED/WELL WATER) ~ Sout of Town Planning Board cn SITE PLAN {�) SCALE: 1"=30' 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD 0 DATE BY DESCRIPTION APPROV. BY o 0 0 30 so REVISIONS C5� Feet 0 TOWN OF SOUTHOLD U N SUFFOLK COUNTY NY E 62 0 SPORTS EAST RECREATIONAL FACILITY o ��-°F "EW GRADING AND DRAINAGE PLAN E ��P�cjNp G.D��7 •� C\, .4 * 4 * ) L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Chi THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. 0 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS I69AS Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS IT'S �q UNDER THE DIRECTION OF A LICENSED PROFESSIONAL /WL?ig p `ry�1c : jPROFESSIONAL ENGINEER MUENGINEER, WERE SUCH ST SIGN, SEAL.TIONS ARE DATE AND 1`) Drawn By: MF Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE U) DRAWING AND/OR IN THE SPECIFICATION SECTION7209-2).TION (NYS ED. LAW Approved By: RGD File No. 21 039.000 LEGEND: S 38027"20'r W 573,42ir PROPERTY LINE - - - - -- - - -- - - -- - - - - - - -- - PROPOSED CONCRETE CURB _8"HOPE— PROPOSED 8" HDPE ROOF DRAINAGE PIPE RAIN GARDEN B -0\ PROPOSED 15" CPEP DRAINAGE PIPE -0) -'i j PROPOSED CATCH BASIN PROPOSED - - - - - - - - - - - - - -- —— — — —— --- - - - - - - - - - - - — —— — — —— — — — — — — — — — —— — ——— — CD PRIMARY m --E E --E---E E u E E E ELECTRIC .. ------ 0) SERVICE PROPOSED 100 LEACHING CATCH BASIN m u, u C) —s— PROPOSED SANITARY PIPE F wPROPOSED 2" DOMESTIC WATER SERVICE F it — FS PROPOSED 4" FIRE SUPPRESSION WATER SERVICE —E— PROPOSED U.G. ELECTRIC 4 Y PROPOSED LIGHT POLE a H)PE fflHDPE--� PROPOSED TRANSFORMER / 7 77 7 /* /* FE RAIN * GARDEN C LIGHT POLE N UTILITY POLE UTILITY LIGHT POLE TRAFFIC SIGNAL POLE 0 SANITARY MANHOLE GAS VALVE j-C SIGN PROPOSED 2 STORY, CONIFEROUS TREE 0 DRAINAGE MANHOLE 459500 SF, SLAB ON GRADE INDOOR SPORTS W111, RECTANGULAR DRAIN INLET 0� 0 ROUND DRAIN INLET COMPLEX (F.F.=28.50) 'a FIRE HYDRANT WATER VALVE Q1 P> WATER METER PROPOSED SCWA MAIN I I pQ (D TELEPHONE MANHOLE EXTENSION DECIDUOUS TREE PROPOSED 4" FIRE PROPOSED SERVICE 4" TAP (TYP.) C., FS r HDPE IE J .4 4 V Oti PROPOSED E E— f WATER METER INSIDE OF PROPOSED 4" DT-201 RPZ INSIDE rn 0 WAULT OF "HOT BOX 'o" ENCLOSURE 0) PROPOSED 4" DOMESTIC m PROPOSED v y 0 WATER SERVICE SANITARY SYSTEM (TYP.) to) I 0 Ir 0 CIO D DUMPSTER 0� ENCLOSURE 4- Fm-Tm 7rrm n Frrm-1 E E E 0 CI — — —— — — -- - -- - - -— — ——— — — — —— —— — — —-- -- - - - - - -- - - -- - --- - -- - --- - --- - - -- 0 y l 1-0 RAIN GARDEN A > Wr= — —— — — — —- - -- - - -- - - - - - - —— — — ——— — —— — — —- - - - -- - -- - - -- - - -- - - -- - - - - - - - - - -- - - -- -- - - - - -- - -- - - -- - - -- - - -- - - - - - - - - - -- - - -- AKYWPE�'Y PWWNg &POST Cf) S 38'027"20,r W 573,42' 0 4- 4� 0 NIF THE NEAL J, CICHANOVICZ TRUST AN17 RECEIVED THE SARA CICHANLWICZ (TOWN DF SWTHULE DEVELOPMENT RIGHTS) AUG 3 2022 ME VEL L7PE.Dl VEL L WATER) Southold Town U SITE PLAN Planning Board as SCALE: 1 "=30' 0 30 60 0 UTILITY NOTE:„ Feet 8/11/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD Ire 0 1. ALL UTILITIES SHS? W ARE SCHEMATIC AND SHALL BE COORDINATED DIRECTLY WITH THE APPROPRIATE UTILITY COMPANY DATE BY DESCRIPTION APPROV. BY C-) 0 2. ELECTRIC PRIMARY (UNDERGROUND) AND TRANSFORMERS BY PSEG REVISIONS 3. TRANSFORMER CONCRETE PADS BY SITE CONTRACTOR TOWN OF S O U T H O L D 0 4. SEE LIGHTING PLAN FOR SITE LIGHTING , 5. WATER MAIN ® SC%1A SHALL INSTALL ALL SERVICE TAPS (FROM WATER MAIN TO METER VAULT) AND METER ON SITE. SUFFOLK COUNTYNY F 0 -F. TER VAULT, RPZ'S, RPZ ENCLOSURE AND ALL WATER SERVICES ON SITE (FROM METER VAULT TO BUILDING) U 6. THE CONTRACTOR SHALL INSTALL ME SPORTS EAST RECREATIONAL FACILITY cam; .oCam: 0 7. WATER SERVICES INSTALLED MINIMUM 54" BELOW GRADE FROM THE BUILDING TO THE CURB. o 8. ALL WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH of NE4w/ UTILITY PLAN Q) 10. WATER SERVICE SIZING: E 10.1. FIRE - 40 41qs C 0 10,2. DOMESTIC WATER 4" L. K. MCLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No, AS By: ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGSMF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS 0 UNDER THE DIRECTION OF A UCENSED PROFESSION& C- ENGINEER, WERE SUCH ALTMATIONS ME MADE.THE IN I MF CO PROFESSIONAL ENGINEER MUST SIGN. SM DATE AND Drawn By: Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON 'ME C6 DRAVANG AND/OR IN THE SPECInCAMON (NYS ED. LAW < SECTION 7209-2). Approved By: RGD File No. 21039.000 r On ' S 38°27'20" W 57_3,42' _ N 3 1 nn _ _ _ _ _ _ _ _ n PROPOSED LED AREA LUMINAIRE, LITHONIA �' LIGHTING MODEL co + +°C ^ �'3 on ^ ^ +,. 00^ +'c^ 00 � +' oo +° ^oo � ,}° o° }9 1 +°" op + +09 + Co co +' oo + Po + oo + Po + oo ` + +°° Oo + +oo +C0 no +P DSX1-LED-30K-MVOLT-SPA-PIRH + +oc 0 + +oo + o° + e + o0 00 + iQO o3 +' +00 +P0 + uo °° CONTROL-DBLXD +o +PP G0 +90 x•09 --+- - +^o -- -�� - -+ - -+o.o -+a- + + °o _ _ __ + o° +' oc n + n0 �"- - T°a` - -o +' nc - -+°� - oo-- - - - +° ao - t°� 0 - += +�'� 00 + °'0 °o +P FULL CUT OFF AS MANUFACTURED BY �o PO + +on� +u at/ +" 00 + Ca + °° +0 o° 00 �+ pp + r..o .1 oc +ao 00 + +oo 00 + +oa PO + +ao Oo + +°° co + +ao + +o,0 00 + +co 00 + +°Q oo LITHONIA LIGHTING OR APPROVED EQUAL 0 + 90 + 00 +' 00 + ca + 00 + 0.1 +°G .,1 + °° + +P +30 ' c° + t°° o, + +°C o, + +f0 ,o +R t00 no +P +°° o,o + +at °t + +00 +oo +OQ + t o0 ° + + n° + o+ + nn +P oa +` �1ae + a1 + 01 }00 +P o t°b +oo t 00 + J, + 90 + o o, 0 t o1 +o0 00 +P ,ipp Co 00 P + +Po ° + +a, ° + O +ao oo +P +no 00 +' +Po + 1 + P1 + oc + o° r,z + of +' o, + 1 +oo +p 01 + of I .} pp pp + o,PROPOSED SED TRANSFORMI}R + +Q1 i + +' 01 IP oo + o, P1 + 9z +P o1 + ox t co +oo t Cc + + + + 00 o: t , +° 0.1 + P1 t nl + J 00 °r +` +o +°p Pc iYP. -I °, +n °, + nt + oo + O oa + 0z + oz + 01 + c1 +°'0 0+ + 102 0+ + +°'z o1 + +00 ,1.0,0 °o PROPOSED 4" SQUARE STRAIGHT az + oz + ' 01 + 00 +P0 a3 C? t +r.•? C t +02 c• _ + + oz t oa + 0a +01 oP + + ALUMINUM POLE MODEL OC b t 02 _ � -t -•� �1- 03 r4- 4 02 + C3 + 03 + Oa °° + + +00 °G LSSA-14-4C-DBL AS MANUFACTURED O D C° + C3 UJ a^ + �- + 00 CO +90 +QO n0 1\ +00 }? CS + +78 +3U P8 + +°� +U3 +` + C3 J1 + Q4 t 02 + 09 + C3 + + 04 '* p0 + U o a2 +92 + +°t 07 o, +°d o3 + 3 °fi 2 + 06 +z.1 °o + +°' +°.p BY LITHONIA LIGHTING Z O rn 02 + ++, + +Cs + + + + co N O6 +` 1.3 +i 18 B3 + B6 + a6 B4 + es B6+ os + B7 +" r B8 + P E1 +°° oo + +0° b a7 +9 +as +U9 18 + 1: + 11 + 76 + 10 + +' 0.7 + OS a 1.0 +19 14 + }20 13 xa +1 13 / +°! + + QO Z rTl + 40 , P 3 + 4?2 + 20 t ,7 + 11 + +00 PO + 07 +'6 iz + }14 11 +1 +1'3 09 41 +77 1.1 + +1s ?1 t +13 ++.. + 91 + +16 z, + +" 14 + +t0 x + + 9 + na + a 17 1s 7 +29 +3.3 °� +oo -k + Po + nl 2 CB + 09 4? 16 + SOC + Q? + +9 +' +5 + 13 +P 11 + 12 + 12 + +13 '{' 00 +P 00 = M D a9 + OS 1i + +tA 11 t• +11 10 + +09 0R + +11 + 17 + ,4 +19 2 + +PO + C m + tU1 +0; a4 +18 +i8 15 + +" +12 I + t°4 +11 + t°.7 OB +0.8 +C7 °9 + +17 +14 17 + +10 +1.2 1.4 +L +7.9 ( +01 0 +00 +OB +00 r 09 + .. os + 12 L9 +i0 t 9 t 1z + 11 + 17 +P o0 + +r•n C t +,5 1 + +10 1P + +Pa Pa +,; +9 +P +Q.a 07 + +/a 13 + 1 +19 a +• +oo m t +Cz + +1s + +Pa P + +0a 07 +° +c7 0 + +°7 +os 1 +,1 +to + +tt 4 +( +oc Oo +00 +na T1 4P 01 +P4 +C9 t5 +12 +n9 P8 + +ol 07 + +n6 6 +7 +os + to +°° 09 + + 10 I +P Q.0 ' HANDHOLE = O (V�] a C + +0 1 "F 3 O a +1 +13 +12 °9 +P 498 7 o e + +o 7 +0 8 0 5 +Q 6 +0 5 O S +96 +p +98 r 7 + +'1 0 +0 9 °.6 +1 0 +1.2 1.1 I "1'1 +0 o 0 0 0 + +°, +o 0 � '}' �+'% 07 + +15 Z + +07 C0 + +05 05 + +GS + CS +' 07 + 7 pp + +10 + 00 + +U1 04 ".0 + 05 +G OS +°a 04 t +°a °S + +°6 ri 11 + +10 '1 +°4I +01 00 + 1 +0.0 0� +' 90 + +'s 13 +'" 'r`• +'S cs +4 04 }04 P3 + +oa 04 +` + +09 I P1 + 4P t°'!r ao ' + nt + n9 + os + os + +r + +9z °5 82 ,8 + + . : +9 3 03 +' nn o + +i r, +Pa os I+' too +oa + j•� + +00 +o, 03 + +° +P6 f' j / f / f ff / f` i r f f !� / / / / ``, / ,f /f j f fy t i` f f + +cs +0.8 + +°3 J1 +a° +Qo 0 "i ® 0a o I +00 +oo r GROUT 0 +C,0 +CO +01 ^ 113 + , +04 a �•° +0.6 +0.7 + + �P? 00 I' I + +0 on + +,2 Os +°1 as ++9 +C I 0? + +5 � ` + + +C 7 O B C,9 +0 9 P 4 I +01 + + +0 0 +0 0 - +°G +00 0 + +9 t°9 °3 04 + } /Jr 05 " + 90 49 'h°0 DO I I I I I I I II dV 4 O � G-I +2 01 + 3/4" X 17"L HOT DIPPED o IP +nt r + +a3 + +os oa } ro 04 +07 I 01 + ! +o r. �4 GALV. ANCHOR BOLTS W/ 4 +' ° +ao OP t +07 +0s 34 +PO +03 + +' Q 0° � "L" BEND TYP. OF 4 r' a 0 + +°1 0 0 + f + +0 8 1 1 101 + 490 + +°° +a0 0C +90 +06 +Oa a3 08 + 1 +00 a0 + +os 07 +.. ;6 +c� +°1 00 +00' + +° 4X4-W4.OxW4.0 d +G0 na + +°S +04 P9 ./r °3 o.a 04 + +1z I o1 + +°0 WELD WIRE FABRIC oP + +01 94 + +0 a + +06 +98 o I + + +00 r oo REINFORCING OR EQUAL d W +.Po +c9 CO + t°a +c3 03 + +04 a4 +' +02 na + tQ (TYP.) O cu 0 +90 +P, + + 2 +P4 Iip3 +P^ �+ + f PROPOSED 2 STORY, + +a4 + t°Q °a + I °, + +°° +Q/ +nQ +°5 06 I+ +°0 / PROPOSED 3,000 PSI + 20 +94 +a4 t°3 2 fF 45,500 SF, SLAB ON j +3 06 4 + +08 +P +00 +pp 0 CONC. BASE D2 (� + +30 +?6 +14 5 + +°a +a 02 GRADE INDOOR SPORTS j/ +_ +n4 +0 + +° +n0 a +aQ +°c ?5 +P +U.7 t `� +95 +0 6 0 z O +o.° r +70 +- +16 +97 n5 +05 +°4 +°3 COMPLEX (F.F.=28.50) +'a +as +°4 + I +00 1w a 05 + 00 19 +07 9s oa + +°8 ns I + +n° �FU0 0o I Cd NOTE: LIGHT POLE SHALL BE a + + os + °0 + ' ! + `QO INSTALLED W/ PULL BOX d +0 it 4 +• +n s +0` + +2 493 0 3 + +°4 +o s G 7 +� +°o +°o / AT BASE. P + 04 1 +00 + +ta a9 +O7 +Oc 03 / + +04 P 7 05 I +91 00 L.\ + +C7 07 ` + +;5 C3 }°7 117 J + r+00 Oa + r a °a 0z /' +03 05 P9 +P +°1 90 + ! 00 + O +a, 1+94 ° +'6 + 03 + +07 + TYPICAL FIXTURE & BASE DETAIL PROPOSED RPZ INSIDE oo + +06 B1� i +°s +n3 02 03 +oa o6 + ra I +o, 00 + HEATED ENCLOSURE + +a2 0^ +1. °; + / a +' +09 " cal + fl+oo + N.T.S. + +na +os 17 + +a +az + +04 +os C7 + + I 01 ° + +°9 °c PROPOSED WATER +01 +0, as + P +°, 03 i +a o� + +13 + METER VAULT +00 0 + +tz 1C +02 f + +oa a.e 89 I+02 +09 ' ao + f Q 3 + +°° +°, +P 1 9 + + ::.+P +°2 f t° +,p 5 +o.s + +'0 +c• 4P 7 +0 n !. ra. + +o s +`" p 2 / j r / .rf .</ nif' / ..'Y / f .- 0 a° c, +°s n F' fr ff I f` +° c s + Y (�� +p0 U0 4 +P +L, P4 F +P2 02 + t°s Ps os + +05 as + ,!"12 to t +19 +00 \ O 4 t U t O 3 + 0 3 + ° +° n3 + �,'� 09 + 04 C i y+ y ,a- i J_ � +' + i „�_ i 05 C4 + 10 f9 +°3 +9.1 0C \v Luminaire Locations 4 '�1' 09 tr + +' a9 + L ® +OC 00 + +°A +07 Pa +°0 + Oi +U5 03 + +'3 19 +0.6 08 r 16 1 + +O6 18 + 6 08 + ' +24 +14 11 + +Oi �� Location Q9 +0° pp ! +C0 +00 +00 P1 + +07 +08 +O6 P4 + +0-i +99 5 + +°8 +C7 t +1 t3 +u +06 C9 +[d +1.2 +•J 20 + } 07 + oa + ,s � +°'° n 12 + +" +12 +oa +°x P, + 1� No. Label X Y MH Orientation .° + + ' 09 + }°4 tl5 +• +13 P + +°8 1 + +os 03 t +1a +0 �✓ r n C.n + °a + +P n 7 +1 3 + p s 0+14 O + 6 +°'9 0 5 + +°° +o.o ^ 1 q 1409889 324310 20 308.66 'y ,y + +°0 + U6 'F iC t Da + 09 + 08 9 Pq + +18 PO +a1 +09 10 + +°C +nc + +17. 0 +' +07 0B + +C.7 05 + +1, 12 0J + +1° +12 74 +15 +10 + + +C.1 O 96 + C7 +' 7C + n6 }' 07 05 +J0 +00 � + +U0 01 t f8 05 t +0/ 09 + +C6 PO + 09 07 +` +O6 07 t +08 08 + ,4 11 +' +02 r) \ 00 \ Pn + s 13 + +Pa C4 + +08 P' t +97 tl7 + +p20POSESLOCATIOt�sOF SANITARY+SYSTEM 09 oa + t'0 z + +07 45 +01 +ao , y 2 A 1409949 324387 20 310.6 a + 11 + ns + s + 7 � O o7 O + tt o3 +° Q 3 A 1410013 324467.9 20 307.38 + +ot 0« + +C7 P4 + 407 7 +0 +05 6 +P }Q7 +" rA t 07 + 11 + 01 L + � 00 + +'a 4 +°a °S +0 +07 Os +P +os Os +°s +os x + 4 °7 07 + O /O +P +°e o9 +1° + +°8 +o.s 4 + +°tl +oo y 4 A 1410082 324554.6 20 308.16 + 4P 2 + +10 5 + +06 P + +OR O5 t +06 C6 +n5 +.- P6 +' 070) •FJ p7 + +°9 +P 01 b +09 CC .1p 1 +9 04 +o afi + 96 + 96 + 06 +` .`�rVVrI +•. +LO +,9 +13 08 + +°a +75 + t°t 't7 + +°G 96 + +06 06 + �O p. +OB t°° 06 + +01 Ce + r +90 0 � 1 B 1409801 324275.8 20 45.85 [Toe +` of +' o� + n7 +°' + 09 92 +91 + •7 ES + 6 +' 07 +96 O6 +' 07 +0.7 + OP. 01 "u t` za +' ca +P es + 8 + os t ns +09 10 + t°8 0d + o° L a� +p oP + ,s + a7 + 08 +° 07 + os ne O + 11 ` + oz 4 +°0 2 B 1409670 324422.7 20 53.31 C {,` + +°i o3 + +'' 9, + +°9 07 + +10 n + +° + o + p7 + 9 f p, /1) +o1 "L., 00 + ,7 1a + +,0 1, + +° ns �" +71 10 +07 +Lo + +70 7 + tt� 1J C7 94 + +07 00 3 + 00 + + z + 11 + 7 +'2 c6 + 3 + 93 + 3 B 1409648 324483.8 20 130.09 (}; \ + +01 + a.9 +' iC + 1a o7 +73 13 + }08 19 '} +12 + rt -_J y a5 + U + '7 + 1' + n t 0a +' 01 00 + +13 + +,4 4 07 + .5 +v 13 +U9 +.9 +1. 1.7 C9 + O pa O + ,5 + 76 jji O5 + 0 + 00 +9.0 y + 00 +14 1, +1 e. + ,o + 3 + cs + 17 + o + l 4 B 1409733 324589.3 20 131.41 r +r,U + +c, 09 t +,0 4 +• +,9 +' +,6 +°s 07 + }17 13 t06 73 {• }te +0.117 + z + 00 5 B 1409692 324538.2 20 133.72 GO +C0 +ao 0ax +1z +1c +nv ' + +t7 +,7 +1a +06 +1z 1s +" +or 06 + +15 +7 15 + es 09 +il +1; 4 +0.3 +02 0, + +eo 07 0E 4 +17 14 +' Oa + 1C + 14 +08 04 +P +9a 6 B 1409779 324648.3 20 127.44 NJ +09 C0 C711 X" + +°8 +09 08 + +15 +1, 14 +D + +C8 13 + +09 + +7.3 +i7 1a + +°5 +°O OE O + t,7 1.8 + .2 +°0 0.0 + at + 08 11 }' + P5 t 17 11 + 1p } +,0 0 +at + t 99 + 19 +95 +os + 01 00 7 B 1409828 324711.1 20 127.97 '�'� +0n c9 + +05 os + + ,3 oa + ce t' 1s +« t a6 + 10 + 13 + ob + t9 +02 o1 +• +°° 0 + no + r,6 +' + os + c + p7 PROPOSEp 15'X10' r � + UO + 0,7 +•7 1C + 15 +°• 20 + 04 + 12 t 01 + o, + na + 6 + 21 +°6 ie + +'a 06 + +°7 0 A4 + + ° +Ct °1 PROPOSER E5'X1O'iRE +p 8 B 1409869 324761.7 20 125.78 C ,� +CP D° '+' +°4 04 +n +t3 1 Al to +0s 1 +12 C7 + ,+.+p 17 A3 + +° 03 •1' R- A4 0:i.1V or, +1 +00 +02 .I +' 07 _V 03 _ + +Lz P4 04 t07 c3 + +D5 + p3 91 + +o.o +c0 9 B 1410052 324701.6 20 223.26 -a� +o.a oa + + Po +03 03 +t1 99 + o'> + U + e +' 03 + ca + +172 es + }°? + +°6 95 05 + +°2 +01 °1 + +°'a +05 .191 t00 o0 10 B 1409980 324757.3 20 220.6 + r,, + Pz + az _ + L �4 t cz r - - - --+- - -a4- - - -- - - - +-- - - -- - -I°a - �r -- - - -+- -'101-- _77- -- - - -} - -r°2- - ar - -- -- � - +ate - - - - mot - sem t' +oa o0 130 + n + 04 + 01 + 02 + 04 + M01 }°4 pC + 40 {...� �l`y \ + 4P PC � +"" +Cz 01 + +Q3 0 + +92 P3 + +01 + b n1 }03 02 � + .1.pp ° y 11 B 1409745 324338.9 20 48.81 L... q+°G Po + +U7 / 1 +• +°` c3 +• }07 °, + +03 C4 4y +P1 +9 +02 e1 + +° 02 + +01 00 +0 +°0 00 U � + +00 I +P a: + 93 + +01 02 + +01 +'2 02 + +ot 91 + +02 02 + +oa PO + r 1 C 1409841 324403.5 20 124.77 fJ +6° op + +P' P1 + +°i 01 + 92 +91 nt + +02 °1 + +°1 91 'f o.t + °Q 90 + +01 01 + t°1 °1 + +°1 01 + +c1 + 01 t °1 + p1 + +°.o Oo + +00 + PC I + 01 + 01 + °1 O +°'' Q1 + 01 + +C' o, C1 + 01 PP +pp 2 C 1409902 324480.8 20 128.64 QO no + +0° oo + +01 P, +n1 'i' 91 4 of +' 01 t o.1 + + oo +0° + 00 + 0, + °, }P1 + Q1 + 01 + 01 + pi + Cp d 6, + 9a + a, + n, +P' + Pi + +P a, + +a + + 00 o + +0C 3 C 1409970 324564.8 20 129.37 L-0 � � + +oa 00 I + +ol Oz + +01 0, +p, +c, of + t a, + c, + 01 Q1 +01 00 + � +D +oo p + +pp l\ 0C + +e1 J1 + +0, + 91 + +D1 1 + +°1 91 + +°1 + ao t°0 o.P r t, 01 + o + 4 C 1410023 324631.8 20 130.1 or, + 01 + of +p1 01 + +01 ct +9 +°1 °1 + +°0 oa + n1 00 + o + 90 + 0/ + r1 + O1 + p ++-- - - --+- -tor.• - �e-- - + - +ae - - -�� + +po + +` c° + - - - �- - Oi- - -- - - - - �- - t-- - I-- - -- - - --+` - - n0 1 D 1409912 324812 20 217.04 ,> o + c -9g' 0"� - - -- r 90 �' - -01- - - -- �° o, + on t Q•9 +� c 0 +Fv k'71vZ7�SDCiTFa17LTl + a, + , } o o + P° + © + 90 ARCHERY PARKIAKai + 01 +° n, +°1 P1 + +°1 0, + +°'' Qo + +C0 a.o +9.0 +00 co 2 D 1409682 32433$.3 20 135.13 a .�°^ °tl L Q) ` o ^ - - - - 1 - \ S^3 02720~ W 573,421 1 E 1409959 324564.1 12 128.85 U) d - � -_ _ _ - 2 E 1409954 324557.1 12 125.94 - - - - `' - 3 E 1409957 324675.3 12 38.66 i (3 /moi -- - - - - - - - - - - - - - - - - - - - -- - -- - --- - - N/F THE NEAL J, CICHANDWICZ TRUST AND THE SARA CICHANDWICZ TT !!�--�� WDGE1 LED a � (TOWN OF SOUTHOLD DEVELOPMENT RIGHTS) \ R E C E I V E D U - D-Series Size 1 l a _�'�-� `� THE EDUCATION LAW OF THE STATE IN NEW YORK PROHIBITS Archit,?ctural Wall Sconce ."" .. . ..... ." ..... .. � `•' .� ANY PERSON FROM ALTERING ANYtHiNG ON THE DRAWINGS T Area urnlnalre (DEV P W ED L A L � CL O ED/ ELL WA TER) AND/OR THE ACCOMPAM1NG P »a, S ECIFICATIONS, UNLESS ITS / .. AUG 3 2022 OF A LICENSED PROFESSIONAL +1 �. _ ...... ..__............ Ef°caries :" " rh- - - -' -' - PROFESSIONAL SI ALWHERE SUCH ALTERATIONS ARE MADE THE 2 SITE PLAN f l PROFESS ONAL ENGINEER MUST SIGN, SEAL, DATE AND Int-d-tion �..,....., DRAWING / EXTENT SPECIFICATIONE ( ED. LAW LF"` DESCRIBE THE FULL ALTERATION ON THE �.; TheVUn.,E LED ta.iF dost .d tc m.:�• Introduction a) m en "=30' O, SECTION7209-2). speofiei's every well mounted lighting need in The modern s,ylino of the D-Series is stoking -_ Specifications - "" D7 awidelya..eptedshapethatbleAxJsw1thany P "`._.... - - )•etunobtruvve-makingabeld,progressive Symbol Epp; I P1 h' a" as it blernds se-1-1 with Rs C y Schedule OU 0 W (7 Speriiieallons --- ! ar;hiteett,ii.Thecleanrt�r:t.lo-des:gr,-, ,.a;, t s SC 3 E• Label Manufacturer Catalo Number Planning Boar g Quantity Lumens Per Lamp Total lumens -+% : ir.$,ur s¢es with hEmerl packagRs ranging from 33• ;;„,^,: ; ;;;:W environment.The DSenes disnlls the eneGt 0 30 60 L Duplh02)k 5 5 ! ; 1,z00n>z�(X)0I-ens,pn-vd gtrrJesfte-wrcle k"°"': rr:,N ',';.. .";=�;:;;"=, of the nates in e,hirli t,.6 ol:,g)' to a-Iffe1 ign Feet A Lithonia Lighting DSX1 LED P130KTFTM MVOLT HS 4 6,464 25,856 t.7 a.pll,mzl: 16^ I! uautmr. Width. 'a. ......._.L '.....,.. pelffim,dnC9,hi4h Ri,iCaC%ItXt(�-life lJniinalrP g g Ndy+,r. a' ., '. L The ouLundirrg hotometAi<performarns 0- ; WUGE delivers up W2,000 urnena Yvilh ascft, VY - (n Width: 9' : HOI;ht 111: 7" _, -r. T 1�1 fecults In cites with exrelient unifpm„N,greater - non-a:xe.,tedlightso-,ce.tingavisually _• ^* >c �Lji 112 g 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD welgtrt: f 31;z• N1 „' pnisspacfig and Io power denstv..it is Mc,,taf„arse Yi YjnF`ndJlRerrVp9nrpRM.Th2CGf1,pa9t522Gf .gnenr, j_ ideal for replacing u to7,7A+metal halide in B Lithonia Lighting DSX1 LED PI30KT4MMVOLT HS 11 6,327 69,597 W D1 VIDGE1,with its integratedeme:gecy battary p waghe �;Pns pedesn�rn and a:ea ligh,:na appi•cbtions wittt Lj 0 isact.up Option,rnakas it an ideal oe'enthe door iWwq: :::,«: t ,.I energy sw:ngs of la`' andexpected DATE wal4mcunted lighting solution. se-life of over 100.000 h<wrs. BY DESCRIPTION APPROV BY O Ali: `: .... :Yr : ......,. .:ri, ............................................................... ......... .. ..................... C Lithonia Lighting DSX1 LED PI 30K T4M MVOLT 4 6,327 25,308 REVISIONS •...:....::...:::.:ti>ifi. 'laitt«<: .L ..... .:. „����„ 5, ......................................_XAMPLE:DSX7 LED P740K T3M MVOLT SPA NLTA!R2 PiRHN DDBXD D ithonla Lighting DSX1 LED PI RCCO MVOLT 2 43 86 ....... - 2 WDSEr tin dW -. .. LOC i 7,@, - .. .. , , t eW � U T H 0 .... _..- �t........- x,. i tin D 3 9 7 8 N ryt? LD ;E• W B Nd<m<'ayht R• O.MO a• kY lEa f,wed Ytks A 19A Its I ilal't ISYS 3geY y9at' Mrikt' 3hg d:a AN W,Eatm aW, wht ,,a kit. it., 19,Ca: RpO 2 0 P, P1' Pr iW WnA w.,o:.0, .m 1„,:Y h, AOL, SIA se Wa<rtn a9 E Lithonia Lighting WDGE1 LED P1 30K 80CRi VF 3 1 200 3 00 R . SUFFOLK COUNTY, NY v:. ( 6 h.. ....,N..........................."............. ..".- ...�" NeAahn LSiA ]Srrfnrdun:' flP\ R.mAEd<tws'n.9" .. � .. .. .... ........................ P1 PS' Pa IES F UnY :M :b nn IW "" Ll ,.'...w ;. «..... P3 Pk' PY' I'M Nm :i fi.Y ro+' WDA Wtllbe!° EXAMPLE:WDGEt LED P2 40K AOCRI VP MVOLT SRM PF DDBXD ias• a•mNWPtle ns 5P<a;v,, k( 6«nMn;a:d' j SPIda:A spxep"':an�iaa.W.W:z6,ga" ""7 PIC' Pti' r lYi �a RarAnm t(N IeArare,vreM M9' ,P.i1F1 Mxndldrtiro✓.W muwW2Wi";a' C� U Pt3 sa « .a x TOTAL LUMENS 13 47 SPORTS EA C\! cu .,.... ......,... ...,w. .. ..... n euvpDJNe:Wm .a,FaL ST RECREATIONAL FACILITY ,:,,. � P'> P.Arra . 2 2 ^ a1Wr, .• P aA n,.. : C� O WGkttEO PI DR l;xi 8KP1 Y 5kwcm Eanadtro M(GIl "imAudN P2 I 310 ,JGq SO.FI 5M14 WW�nrf;rx4 l4,' i SRM s:e',a Noxxr,badsi 0 k5x nox ;NW I:h ra, Arc x' N iva,;Am:Pkxws .:. ALLOWABLE LUMENS: 133,250 s6:Pred P'".1, . . ........ .:.a,<a .�.,. ..µ .;:....."::::;:::. .:F>.T:� A'NS ?1nrc:�M1drfnla>raP,Pxa �� : :rmJb.k�,,:eFAr :,a.�.e;W „ A.�AataNN PIA " x.rcr, W A,Smaama �iP"di•eri� =,�N9 DA6m� LIGHTING PLAN 0 na°~' "xk`' ALLOWABLE LUMENS = 5.33 Ac. x 25,000 LUMENS Ac = 133,250 �P`C�,OF NEW Y A N IMmrcranr.tmhxaw'oN>. Ifl'AA71 N¢i NP:m«:>:r,eaL4A° 18 Ilw:<:e<inU" ;CAlN9 D•:k * LUMENS/ Ac Xamait F:gNkan nm'.<dmtu:m:'" Nih3 m'r'Y.xm ,T.mrr,rim ke>y. SF S'kn}<bxElXtt77M7V DNW ,6r:dian"m 1 / •>.".. �t.. liiii' ... PLA, LW Mmar'sai�,kaarohaMM.e� .gaaaN M fnr,;e!ex;aeai:.. �O P, ;zv ...... /�5 .:.A PEA, SrwmM Pa Y 'ama�l�:mr`rnrn&1 E�0 ocRao udaf ter ��,.,• ..... #: ..... ... Si ..x:::: .....>ti .iiad 0.'•rTw'r.nMkrmtua�cakN,gnm"•'a ,1FU mx,A JMYfW MO aNt �DaaAU enwdNat artIxkaP:A,10 ...\., ,Rk!,:. 'SRS+'. ... - t .... .......' €€ aN9 Y tNAwlmMn+«+twtma,aal RPmtR;r,' '4f Y'�t i.. .C.;. .. ..... .�::: 3�.. ..... .....5.. ... ..:r.::::.. ...... i nLrr�nure,GN.y lkx" u M .. Rt:a•n n Mnf+W4nAvhfim"Na w+ehan r 1hWP� a�npetYJ OtiAIID F,veAnxml Statistics NWri' E.rx*Iurcr,,bxVp:mfi.Jr:AL;Is:CMAfr6:NYi M:mri U1R#J Ort bm,^ 0D37YD ra,�ndAxt 9m:c< rrtms v7r�aN;rrSa,a�W,e,,rr Ea IeWrh;sewsurW" wm.a.n T -+--' all rh.18.Au:m 1,,, EA'X0 b:rA 0&AAiI 7nvMbl.<f r,W nt k4A &n At,Wrn.?.'rt x-t. pa l (� ` DS Cui wl<,mgr,an.,WNA2Ee+n,rd:ugN+npn::eep.ry,(a Mel�� NO. Na:ixin::rwun ONliktt (•nuMoxaahlun::rm YRe3 r i OWrGA)FinaAnAM p (� - DMc fil:Nma:::my Wre W:Fe.ro..o-r„rWan...,<«»b,ne'.mi<rar,,a::rA=�,:r<,r t'rYD wi,W D$ftln rn:..•A,r,,1< +•' Description Symbol Avg Max Min Max/Min Avg/Min L. K. eLEA�I ASSOCIATES, I .V. ` v `� R(E Axte:n,m&nte:xryia kwi Gtr O'BEa':i.ulnfl x:n}pn.a DSSYA G�e.azr< i MS?!D fmxl v:daae IGS Fsnr,:,JhM r 1 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Parking Area -}-1.3 1.0 fc 4.8 fc 0.3 fc 16.0:1 3.3:1 C\' t.3Aeebesartas .. ""a i:a r a,» . a'1 L... WD1t�WWfllr9 F9titwtrs:owrtu+ 'W�e kehfim.M uwv osar[ .�.W,:...m[amt4 W+t avid, W,a4,.aaf Designed Sheet No. W�„P.a a wakatquMr M1rb1� 3 Eiw«�a,rN.W aM 9 Nc 9ulta,r Paan: /,r�(,gJJttL�,�N�c�rga. D �ign d By: Scale: AS NOTED 7�) C , dA`,'.Af}..� c.clarAu,cwE,w o_ua, o:...nn,,,vr..y.t<.e<,.rrr.t>"xx'I.aM.w,.;,a,., sEwnn,y. .'a,S:,:VVI..,':.", ��»t:w:naw,r•c�naa u.:s.xr<.t:.vn.,,«t.nm wwadln.a...,. �D �"�'{'1`A+i'Q _ ��i;..•w.h'..°s<,:�..a; a.m.Au.n..�gw�d,uNn:�,u ia.ai.�•�•n.,.•.,,e a«uxr.� \ !J%7+�•' oac,azt n is TT., ,7X.aQt4;;._ h+.b arem4tgFeng,'a.btl nPru+w•rad. Drawn By: MF Date: JUNE 2022 (� .'a,. ..is l.� <on Aarrt.W etnAa,oW ° Approved By: RGD File No. 21039.000 SIGNAGE FOR ACCESSIBLE PARKING S 38"E7`20" V 5,73,le,2 5.0 -- - - -- - - -- - --- - - -- - - - - - - - - -- - - -- - - -- -- - - - - -- -- - -- - --- - - -- - - -- -- -- - - -- - - ---- 09, LANDING REVEAL 0 0 0 DROP CURB - - -- - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - --- - - -- - - - - - - -- - - -- - - -- - - -- - - -- G) CONC. WHEEL .0'--4-5.0 �a z - 1, "� "`i' \kz A\40kh. z z z STOP TYP. % ........ ... N �zz INS, BLUE % ishm L PAVEMENT % L k 0 IFNI m GL i NN MARKINGS ? I-Abbl" .. ......... C I ..' /.** /* /* /* /* /* /* 71 1 "N" L X L z. c'mi 0 k Ir L%- & I& 40 \ : i e .0' N. hL ik- 0.00 10.0' V� —3 k 0.0" ikkl -A % hk 4 PROPOSED 2 STORY, z. z 459500 SF, SLAB ON k TYPICAL ACCESSIBLE PARKING DETAIL GRADE INDOOR SPORTS q N.T.S. 0 k� COMPLEX (F.F.=28.50) zzz 14L z' NOTE: 41011 "\% SIGN HEIGHT SHALL BE SET TO MAKE IT CLEARLY VISIBLE 'x-1 z TO ALL PEOPLE WITHIN THE 'k DRIVER'S SEAT OF ANY RESERVED VEHICLE -AL ...... PARKING SEE SIGN FOR k: �—1 2 PROPOSED 0 1 1 c- RECREATION il"I 4 ACCESSIBLE GREEN BORDER (3/8") AND PARKING S4 Y LETTERING (2" HEIGHT) c Q') DETAIL RESERVE WHITE BACKGROUND AND VAN 0' /S2,,S3�S2 /S2 ,S3 PARUNG 3/8" M ARGIN k- k "i- "A S2- E L3 S 18 A2 S3 S2 3S BLUE INTERNATIONAL 70 .4 SYMBOL OF ACCESSIBILITY s �",A\i' 1\1 LZ� "411 q wNiz GREEN BORDER 5 3/8 ON L 'u� qk�N # 0' 'A A 771 , 7 k. 0 14 L "\k � 4 %% L 0 STEEL POST L 1 1/2" GREEN LETTERING 2" (2 f 101% 161 i, ILL N N 1-4 % Q % m ACCESSIBL WHITE BACKGROUND AND C) & 6 4716N N, 3 8" MARGIN 1101-1 hk -------------- & --- ----- --------- �b N CONCRETE BASE v -, W—a SIGNAGE FOR ACCESSIBLE PARKING z . . N.T.S. mas 1% m ft co Milo 1% RL z Mm .1 -4- !71 k 4� c- ---------- SIGNAGE FOR --- - - --- - -- - - -- - - -- - - -- - - ------ ---- - - --- - -- - -- - - -- - -- - - - -- - - ------ - --- - - -- - --- --0 ACCESSIBLE NOTE: ALL SIGNS SHALL BE IN ACCORDANCE WITH > PARKING THE NEW YORK STATE LL- 0 0 0 0 N.T.S. MANUAL OF UNIFORM Q1, TRAFFIC CONTROL DEVICES. z < --- —— — — —— — — —— — — —— — — —— — — —— — — —— — — —— — ———— — ——— ——— — ——— —— —— — ——— — ——— — — —— ——— — — —— — — —— — -- CALCULATED TRIP GENERATIONS 0 "GO Ld —2, ml 4 S 2,8027120" 4*/ 5774 2E 42,000 SF RECREATIONAL FACILITY F- 0 AM = 154 TRIPS 0 PM = 198 TRIPS .. .......... -"S-1 ----P LA N ROADWAY SCALE: 1"=30' 30 60 N/F Feet THENLAIL J, C10-14AT-7VIC-Z TR1,13TA.10 Thlf SAR'il CIC�ht,11MG7611CZ TD WN L F SDU77-iMD DF-VELOPM0\7 RIGGHTS) STOP SIGN PLACEMENT DETAIL 0EVEL17PEP/41ELL tIVATER) -4 —75* L- N.T.S. 0 SIGN TEXT DATA TABLE6- 0- 4-- (f) SIGN DESIGNATION DESCRIPTION TEXT SIZE OF SIGN MUTCD NO. COLOR OF TYPE OF 2 . .. 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 FD 0 (L X H) 13KGRND LEGEND MOUNTING 3 DATE BY DESCRIPTION APPROV. BY C--) 1 2" THICK HDU SIGN FACE 7.1' 0 4" (TYP.) WITH CARVED COPY--, 0 4* (TYP.) REVISIONS 4* (TYP.) -T $7@np 11 2 04 1 aj S1 STOP SIGN 30"X30" R1-1 RED WHITE S.P. 5"x5* VINYL POST SLEEVE 0 Ir TAND, WITH TREATED 4"x4" CORE-, SPORTS EAST IF t TOWN OF SOUTHOLD 32" PROPOSED DOUBLE LINE FULL BARRIER PROPOSED LIGHTING BAR---___ RECREATIONAL 2.8 1 I S2 ACCESSIBLE PARKING SIGN (SEE DETAIL ON THIS SHEET) R=28" (YELLOW) FACILITY SUFFOLK COUNTY, NY F N.T.S. 0 U 1-12* 4* OW.) 0 SPORTS EAST RECREATIONAL FACILITY •-1TGRADE 1.7' NaNO RIGHT TURNING ARROW ARROW SOLID LINE (WHILE) PROP SED 0 S3 NO PARKING ANY TIME PARKING G.M. (WHITE) (WHITE) N.T.S. RECEIVED ANY 12"x1 8" R7-11 D WHITE RED S.P. N.T.S. N.T.S. OYP.) F rif NEW W TIME 12 NOTES: AUG 3 2022 TRAFFIC & SIGNAGE PLAN 3'-0" (TYP;�) Room 1. B�,PAVEMENT MARKINGS SHALL Southold Town Nv.)\p W. N ACCORDANCE WITH THE SITE SIGN ELEVATION 19) Planning Board FEDERAL MANUAL ON UNIFORM 0 NO TRAFFIC CONTROL DEVICES N.T.S. L. K. McLEAN ASSOCIATES, P.C. S4 NO PARKING LOADING ZONE PARKING G.M. THE NEW YORK STATE CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 —jo 5 12"x18" R7-6 WHITE RED S.P. STOP LINE SUPPLEMENT TO THE FEDERAL NOTES: LOADING CROSSHATCHING MANUAL ON UNIFORM TRAFFIC THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No CONTROL DEVICES. 1. SIGN AREA INCLUDING RIDER ANY PERSON FROM ALTERING ANYTIiING ON THE DRAWINGS Designed By: CD ZONE (WHITE) (WHITE) PANEL = 20.0 SQ. FT. AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS MF/CFD Scale: AS NOTED N.T.S. N.T.S. UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATISIGNONS. ARE MADE.THE 60 PROFESSIONAL ENGINEER UST SEAL, DATE AND Drawn By: IVIF Date: JUNE 2022 PAVEMENT MARKING DETAILS DESCRIBE THE FULL EXTENTMOF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW C8 N.T.S. SECTION 7209-2), Approved By: RGD File No. 21039.000 EXPANSION JOINT =i" 10.0' I DUMPSTER(S) TO BE (TYP.) WELDED WIRE MESH 3„ B.C. (BOTTOM OF CURB) 6" CONC. SLAB WITH WELDED J , SUPPLIED BY OTHERS LIQUID AC JOINT WIRE MESH, SEE PAVEMENT/ ° �J " SURFACE SCHEDULE ON SITE 2 x x x X x x x -x -4 !�_= ASPHALT PAVEMENT DETAIL SHEET 4 ,* ' <J ; 8' WHITE VINYL FENCE -� I=III 6" AS SCHEDULED FJ/. ° �, < ENCLOSURE �`= Q J (SEE TYP. FENCE DETAIL) STEEL REINFORCING #4, W SLP ° a 01 3" TYP. GRADE 60 (TYP.) �0 :1�,. :.�: ...: SECTION A-A ' I ° LA. ,� • EXPANSION JOINT15.0' J : L4L : : ;a°` (TYP.) r10�C� CONCRETE AS SPECIFIED CONTROL JOINT J !. ' NOTES: 5'MIN. 1. CONCRETE SHALL BE A MONOLITHIC POUR AND TO BE a ' CURED IN 14 DAYS MINIMUM BEFORE ROADWAY PAVING ` -�-�-'--�,#-=- 9.0'' - `• .' CAN BEGIN. ( ) VINYL 5"x5" POSTS ? % , •. 2. INSTALL 1/2" BITUMINOUS EXPANSION JOINT 20' O.C., WITH STEEL 4/, ', CHANNEL (TYP.) 0) , J J. °�. . ALL CURBS. " . J ° 4d+ A TYPE "A" CONCRETE CURB DETAIL MID - BLOCK CROSSING CURB RAMP 12" HAUNCHED CONC. SLAB WITH ,- 20'MAX. - #5 BARS (� 16" O.C. EACH WAY N.T.S. DU PST' ENCLOSURE DETAIL NOTES: PLAN TYPICAL DIMENSIONING N.T.S. 1. CONCRETE 3,500 PSI CSD 28 DAYS MIN. N.T.S. 5" 2. WELDED WIRE MESH 6"x6", #10x#10 �� �� VINYL EXTERNAL 3. PRE-MOULDED EXPANSION JOINT MATERIAL SHALL BE THICK x 3 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 TOP RAIL WITH a o a o a 3)* 3 " CONCRETE SIDEWALK DETAIL (NP) CHANNEL ROUND DEFORMED REBAR (3 REQ RED 1,0 ANCHOR PIN S SLEEVE TYP.) 21 �4" � I-�-24� ) ( ad c7� �o 0o s" ' N.T.S. " _22" VINYL FILL 39" 4„ -0 �34"---, PICKETS (TMP.) SECTION 1 NOTES: VINYL MIDDLE PLAN SECTION RAIL WITH 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR aT�I�iTa STEEL CHANNEL 8'-0" I 35B SPECIFICATIONS 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY 1--24' ,1 (TMP') 6" � 6" 1�" ��� LOADING �ftC= 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND tr 11 V 1. MATERIALS: CONFORMS TO ASTM A48 PRECAST OR APPROVED EQUAL. ca 6" CLASS 30B OR 35B SPECIFICATIONS � 2. LOAD RATING: FOR AASHTO & HS 20-44 � �I �~34" . 1 �� I p$ " HIGHWAY LOADING „ " 144 1 Q I-•�10 1 -9 10 1 -9 10 -� 8" 3. FRAME AND COVER AS MANUFACTURED SECTION VINYL 5x5 POSTS BY LONG ISLAND PRECAST OR APPROVED 24" HEAVY DUTY FRAME & COVER I SEL 4• EQUAL. PLAN NOTES: CHANNEL (TMP.) 39" SECTION ELEVATION SECTION 1. MATERIALS SHALL CONFORM TO ASTM A48 CLASS 30B OR 35B NOTE: 3 0" 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 6" WITH TOP OF WHEELSTOP. p (TMP.) � CAST IRON CURB INLET FRAME & FINISHED GRADE 240 HEAVY DUTY FRAME rn GRATE AS MANUFACTURED BY LONG & OPEN GRATE COVER FINISHED GRADE 0 ISLAND PRECAST OR APPROVED EQUAL N.T.S. I I (CONCRETE PAD 2" ( CONCRETE WHEEL STOP DETAIL ASPHALT PAVEMENT 2 0, AS SCHEDULED) -~-�8' 4 8 3 -11 I ( 10"0 NORMAL; I I N.T.S. v I ' 12" ® CORNERS -,-.-,-.-. - 18" HDPE END 18" HDPE SECTION CONCRETE I 2'-6" 6X6 6&6 W.W.F SECTION 2.0• FOOTING (TYP00 J .) { PROVED i 4 C C CLEAN -- ('~ EQUALREB R) GRAVEL ,!' -77�-- (TYP.) � I CRUSHED STONE HDPE PIPE 5 DIA. CPEP PIP DRAINAGETYPICAL 8SEE J ' H T WHITE VINYL SEE LEACHING BASIN DETAIL MULCH TOP SURFACE WITH 24" DIAMETER 10 L AND AND DRAINAGE PLANS . � T� PLAN) 2.0' RIP RAP SPACKEDATO 1' THICK FENCE ENCLOSURE DETAIL COMPOST OR SHREDDED FRAME BOLTED TO CHIMNEY oD o0 6" MAX. POND DEPTH THIN LAYER OF LEAF CAST IRON INLET GRATE & J NON-WOVEN GEOTEXTILE FABRIC " UNDER END WALL EDGE, STONE N.T.S. c� 12�MIN WOOD (NOT WOOD CHIPS) PRECAST CONCRETE RIP-RAP STONE TO AND SIDES - 8oz. x� noN c_c MEET PROPOSED o0 2$ MAX. o CHIMNEY SEED _ NOTES: SECTION .. - -- -- - - - - -- - GRADE `�'���'4>t�'�• ����=�f.., o (SEE PLANTING •: -� PLAN) :i• h w^",S'<iiJ' r't'.'Y,r ''.r':.:.� 'rya.., - `,k".^ PLAN VIEW _ > PRECAST BOX AS r P.S.I.P.S.l. ® 28 DAYS REC - ' 1. ALL CONCRETE TO BE 4 000 "''2 '-H-.�' ,a. yr' r4.;:ot�;:.. y.,,.:.. :,,xyt. �<�.,, .;..,_...•w:.L..;j.; ��:, �,w;�- ni,:: ;ti';:;=. t%�...�5,�„•,,..:f.e-;�. 5,. _ y'i;i• ..'?}?=r`-vim'•nY..^ 4'%.r+Ss, •,tC:.::..-,'.`.:.ei�xY,•>:�.:.,::-,[ .t!•a.' -.ti•,:. v't,a: ':.:{.` 1;..+�i"' '::- !;,;: _ fat;' , "^:.'6iry.a•+.:°.:= .>'.;",,v- ' U'.:s::..-:._r..:.. APPROVED EQUAL. r+; 12 MIN. MANUFACTURED BY LONG ISLAND PRECASTOR A P Q _ ,,z ;;,, Rt„�;y�� ::r��.:.:.- ;:?��� •yy��,, �;� � ( ) 2. PROVIDE PIPE OPENINGS AS REQUIRED. 4$ R h[ si �V DRAINAGE PIPE END SECTION u� - "`'�`�• '�r-�.Y�,. � '" � -f'�' '``a•- DEPTH OF 3, MANHOLE TO SUPPORT AASHTO H-20 TRAFFIC LOADING. PLANTING SOIL N 4. WELDED WIRE MESH ASTM A185. 8" THICK REINFORCED N.T.S. SCARIFIED DRAINAGE NOTES EDGE WITH NATIVE GRASS DRAINAGE PIPE �� 5. REBAR ASTM A615 GRADE 60. CONCRETE TRAFFIC BEARING 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 PLANTINGS (SEE PLANTING SUBGRADE 0 6. ADDITIONAL INLETS TO BE SPACED 5' APART. SLAB 24" DIAMETER PLAN & DETAILS 2. ALL CONCRETE TO BE 4000PS1 ® 28 DAYS SURFACE AS PER IRON NL A & -+- PROPOSED SITE PLAN FRAME (OPEN OR SOLID AS 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE �' /\ ' CURB INLET- CATCH BASIN PER DRAINAGE PLAN) BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE N.T.S. ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY 8� 4" MI THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT TYPICAL RAIN GARDEN DETAIL BE SHOWN ON THE PLANS. L 8„ BRICK 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN N•T•S. RECEIVED ADJUSTME AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE - ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS. it I j """""- NO DIRECT PAYMENT WILL BE MADE AUG 3 ZQ22 5' Southold Town + ao INVERT NDI TIONS R AVOID CONFLICT (WITH UTILITIES ORDERED _ MAY BE ADJUST' FIELD CONDITIONS 0 Planning Board �� $08�d �. . BY THE ENGINEER. 9 �Qb. `3�Dd Da. ` ..... a rod by q8b 6. ALLOW FOUR (4) INCHES FOR FINAL ADJUSTMENT OF CASTING. �T. .q� HDPE PIPE ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE EFF. DEPTH A PER GRADING �ao;'o_� SEE PLAN BLOCK, BRICK, AND/OR 1:2 MORTAR MIX. DATE BY DESCRIPTION APPROV. BY C� ROOF LEADER & DRAINAGE PLAN �A�:oo: ( 0 I I(� Pd9O.9 10'0 DEEP PRECAST FOR SIZE) 7, USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS REVISIONS D4.D rn TRANSITION = CONCRETE LEACHING UNLESS OTHERWISE NOTED. RING _ TOWN OF SOUTHOLD ``� SCHEDULE 40 PVC CLEAN OUT �=_ ";, '., o o, - 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING N "T" BRANCH WITH PVC PLUG °°i°.o DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE SUFFOLK COUNTY NY GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND vim::p°fib SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF r 4" MIN. ADS DRAIN PIPE �- �ba oop� _ TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY ANDrTm SPORTS EAST RECREATIONAL F 'gba9 VIII HEALTH REGULATIONS FOR CONSTRUCTION OSHA . NO DIRECT AGILITY c '0 1% MIN. PITCH GRADE _ 0. opo�� L1W-I(I I PAYMENT WILL BE MADE FOR THIS OPERATION. ) L- d0 P dD'D O DeGA L- 2' MIN. gpo,000d�o�d< oP -I - Doo,o?.aao' b 43a 9. IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3". pF NE _ eb..a.b. ,Dodo , CLEAN SAND & ��, w r SITE DETAILS N GROUND ...D qso d Awa: e�6o E I WATER e' GRAVEL FILL REINFORCEMENT NOTES: c� AS APPROVED P�p�� G.D N 2` MIN• 10'-0" 2'M IN. BY THE E.LC 1. STEEL REINFORCED ON LEACHING SECTIONS �/ C /� p� ASSOCIATES, /�TC P.C.OTE 1: SEE NOTE 1 WELDED WIRE FABRIC 6"x12"#6x#8. * * L. K. ILEA V ASSOCIA 1 GS 1 iJ ' CLEAN FILL MATERIAL IMPORTED ��--5'-0"-- 8" ADS LEACHING BASIN DETAIL # F CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAYEN, NEW YORK 11719 o FROM OFF SITE SHALL BE FREE OF 2. STEEL REINFORCING ON CONE SECTION 12- 2 N SLOPE ® 1 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS AS NOTED Sheet No. ORGANIC MATERIAL & CLAY. VERT., 1-#3 TOP, 1-# BOTTOM. ANY PERSON FROM AIMING ANYTHING ON THE DRAWINGS � { � Designed B C. 0 N.T.S. \, 9 r MF/CFD Scale: AND/OR THE ACCOMPANYING SPECIFlCATIONS, UNLESS ITS Vl ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE ROOF DOWNFALL DETAIL UNDER THE DIRECTION OF A LICENSED PROFESSIONAL DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE r7 /-� (n N.T.S. PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND \Y �'�, Drawn By: Ivl F Date: JUNE 2022 DR4WING AND/OR SECTION9 SPECIFICATION, (NYS m. LAW Approved By: RGD File No. 21039.000 lV 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 SHALL NOTIFY THE ENGINEERING IMMEDIATELY IN WRITING. 2. THE RPZ DEVICE MUST BE A LEAD FREE MODEL. HEATED HOT BOX ENCLOSURE HUBBEL MODEL HB3NS OR TESTCOCK 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, TYPE, 3. THE RPZ MUST HAVE USC FOUNDATION FOR CROSS CONNECTION CONTROL APPROVED EQUAL AND DEPTH OF tTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY APPROVAL. g, HEATED HOT BOX ENCLOSURE FEBCO MODEL LF860 - WORK. THE CONTRACTOR MOST CONTACT THE APPROPRIATE "ONE-CALL" SYSTEM TO HUBBEL MODEL HB3NS OR 4" RPZ DEVICE OR ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE 4. THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN APPROVED EQUAL APPROVED EQUAL FIELD PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN THE FIELD SECURED PRIOR TO STARTING WORK. -------------------- LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 0' 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. j •9 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 I HINGE SIDE OF ENCLOSURE REQUIRED TO BE INSTALLED IN AN OUTSIDE, HEATED ENCLOSURE. FEBCO MODEL LF860 --_ ----_---� _ INSTALLED ACCORDING TO THE APPROVED PLANS AND SIGNING THE " I i Ir__GFI DIRECTION OF FLOW - CERTIFICATION STATEMENT ON FORM NYSDOH 1013. 4 RPZ DEVICE OR 4. A MINIMUM DISTANCE OF 10' IS REQUIRED FROM ALL UTILITY SERVICE LINES (EXISTING APPROVED EQUAL i I I 7D8"MIN. AND PROPOSED), DRAINAGE, DRIVEWAYS, CATCH BASINS, UTILITY POLES, TREES, 7. THE BACKFLOW PREVENTER DEVICE SHALL BE TESTED ANNUALLY BY A NEW 4.6' OBSTRUCTIONS, ETC. TO PROPOSED WATER SERVICES. I �® I 3 0 MIN. DRAIN PORT YORK STATE CERTIFIED TESTER. FI I 3.5 2.2 I I WITH SCREEN 8. THE BACKFLOW PREVENTER DEVICE MUST NOT BE SUBJECT TO FLOODING OR GALV. ANCHOR BOLT AS I i I �® I (TYP.EACH END) TRENCH NOTES, FREEZING. PER MANUFACTURER'S " REQUIREMENTS i 18 30 MIN. - --_---- - --- __- -_- --------------- 1, UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON g, TEST COCKS SHALL BE POSITIONED TO FACILITATE TESTING 30" MIN. NI MIN. 18"MIN• j 3"41 MIN. DRAIN PORT BOTH SIDES OF THE TRENCH PRIOR TO EXCAVATI❑N, CLEARANCE). WITH SCREEN 2. ALL TRENCHING RESTORATION WORK SHALL MATCH PROPOSED OR EXISTINGI (TYP.EACH END) CLEARANCE SURFACE AND MEET EXISTING GRADES ON BOTH SIDES OF TRENCH. 10. ALL CONNECTIONS, TEE'S, HOSE BIBS, IRRIGATION, ETC. SHALL BE INSTALLED 6„ PROPOSED GFI OUTLET (120V DOWNSTREAM OF RPZ DEVICE. GRADE STANDARD) WITH CONDUIT, SUPPLIED WHEN TESTCOCK 6" THINK REINFORCED 3, BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6' 11. PROPER MAINTENANCE SHALL BE PERFORMED. PROPOSED GFI OUTLET BY CONTRACTOR. CONTRACTOR TO OPEN CONCRETE SLAB ON LIFTS, (120V COMPACTED SUBGRADE INSTALL HEIGHT TRACING AND PIPE 12. DEVICE SHALL BE FROM N.Y.S.D.O.H. APPROVED LIST AND SHALL HAVE USC STANDARD) WITH CONDUIT, SUPPLIED INSULATION ALONG ALL EXPOSEDBY CONTRACTOR. CONTRACTOR TO PIPE & RPZ DEVICE 4, CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND RESTORATION WITH FOUNDATION FOR CROSS CONNECTION CONTROL APPROVAL. INSTALL HEIGHT TRACING AND PIPE 6" THINK REINFORCED EACH UTILITY INSTALLATION, INSULATION ALONG ALL EXPOSED 3/8' THREADED ROD ATTACHED TO CONCRETE SLAB ON 13. SUPPORTS SHALL BE PLACED WHERE THEY WILL NOT OBSTRUCT THE FUNCTION PIPE & RPZ DEVICE 2" COPPER SPLIT RING HANGERS COMPACTED SUBGRADE » 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 4 DOMESTIC RPZ PLAN VIEW CIF TEN (10) FEET, RUNNING PARALLEL, FROM ANY UNDERGROUND UTILITY OR APPROVED EQUAL (ELECTRIC, GAS, TELEPHONE, CABLE AND SANITARY SEWER SERVICE) AND OIL 14. A SEPARATE SHUT OFF VALVE SHALL BE INSTALLED UPSTREAM OF THE N.T.S. STORAGE TANK, STORM DRAIN OR CATCH BASIN, DRIVEWAY CURB, LIGHT POLE, DOMESTIC WATER ASSEMBLY. THIS VALVE IS NOT REQUIRED FOR FIRELINES. » ELECTRIC TRANSFORMER, TREES, OR ANY LARGE OBSTRUCTIONS, 4 DOMESTIC RPZ ELEVATION VIE W 15, EXCLUDING THE WATER METER, ALL PIPING SHALL BE UN-BRANCHED AND MTAI I ATION OF SERVICES UNRESTRICTED FROM THE WATER MAIN TO THE BACK FLOW PREVENTION N.T.S. 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 V 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 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED AT INSTALLATION, 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, SERVICE 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, FROM ANY DESTRUCTI❑N SUCH AS TREES, TELEPHONE POLES, CATCH BASINS, OR 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 FROM WATER SERVICE, 21. ALL INSTALLATIONS SHALL CONFORM TO BOTH THE WATER DISTRICT'S 4"0 RPZ OR RULES AND REGULATIONS, PLUMBING CODES, AND NEW YORK STATE HEALTH kLfFRLINE �DTFICALiDN DEPARTMENT REGULATIONS, APPROVED EQUAL 1, FOR PIPE OVER 2' - CEMENT MORTAR LINED DUCTILE IR❑N (CLDI) PRESSURE 22, LAYOUTS SHOWN ARE APPROXIMATE, ADJUSTMENTS MAY BE REQUIRED T❑ PIPE. ii SATISFY FIELD CONDITIONS, ALL ADJUSTMENTS SHALL BE SUBJECT TO ------ --------------------- ------ I I 2, FOR PIPING 2' 4ND UNDER - TYPE 'K' SOFT COPPER TUBING MEETING AWWA THE APPROVAL OF THE WATER DISTRICT, STANDARDS 3. PLASTIC PIPE SPECIFICATI❑NSI 23, MINIMUM CLEARANCES SHALL BE MAINTAINED. 31 PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER SYSTEMS 24. ALL MATERIALS SHALL BE NEW, NO USED MATERIALS SHALL BE 5'-4" MIN. CAN BE INST4LLED FROM THE BUILDING TO WITHIN 15' FROM THE PROPERTY INCORPORATED INT❑ THE WORK, TO METER i 6 LINE, THE LAST 15 TO THE PROPERTY LINE MUST BE CLDI PIPE OR K i > SOFT COPPER TUBING, 25, PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH VAULT 1 MANUFACTURERS INSTRUCTIONS, AWWA MANUAL M23 AND THE REQUIREMENTS � 3,2, PIPE SHALL BE CLASSIFIED TO WITHSTAND WORKING PRESSURE OF 200 OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES, P,S,I, (WITH BURSTING PRESSURE RATED AT LEAST TWICE THE WORKING F0 PRESSURE) 26, A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FURNISH & INSTALL METER i i PROPOSED DRAIN HOLE a ' 3,3. 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 1 f �j NOT ACCEPTABLE, (BRASS COUPLINGS ARE REQUIRED,) LAYERS, STONES SHALL BE REMOVED FROM THE TRENCH FOR A DEPTH OF I I 3,4, FIFTEEN (15') FEET OF CLDI PIPE OR COPPER IS REQUIRED FROM INSIDE AT LEAST 6 BELOW THE BOTTOM OF THE PIPE. N THE BUILDING TO THE START OF THE PLASTIC PIPE, 27, MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54', SERVICE LINE INSPECTION PROCEDURES 1, CALL THE SCWA NEW SERVICE DEPARTMENT (631-218-1148) TO REQUEST AN 28, ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION SUPPORT �> INSPECTI❑N WHEN YOUR WORK IS COMPLETED. (BEFORE 213OPM FOR FOLLOWING BLOCKING ❑R TIE RODS T❑ PREVENT MOVEMENT, DEVICE DAY) 29, ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE 4" C.L.D.I. TEE I �� i 3�4" THRUST ROD - TYPICAL Z. CONTRACTOR MUST HAVE A DESIGNATED REPRESENTATIVE PRESENT ON THE TESTED IN ACCORDANCE WITH THE LATEST EDITION OF AWWA STANDARD 4 C.L.D.I. DAY OF INSPECTION, C600, 4 C.L.D.I. PIPE 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 REINSPECTION, STANDARD C-651-86 OR THE LATEST REVISI❑N, 4. .4 D 4, LEAVE THE TRENCH OPEN, DO NOT BACKFILL THE TRENCH UNTIL SCWA INSPECTOR HAS APPROVED THE SERVICE LINE, 31, BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER Q p. +-- DISINFECTION ARE REQUIRED AT L❑CATIONS SPECIFIED BY THE SUFFOLK a p L 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. CURB WILL BE PAINTED BLUE, IF SERVICE INSPECTION FAILS, THE END OF BACTERI❑LOGICAL SAMPLE IS REQUIRED FOR EVERY 1,000 LINEAR FEET OF -4" 90° ELBOW (TYP.) 4 THE SERVICE WILL BE PAINTED RED AND A REINSPECTION FEE OF $25.00 WATER MAIN OR PORTION THEREOF. WILL BE BILLED, 4 32. AN OPEN OR CLOSED GEOTHERMAL SYSTEM IS NOT PROPOSED. TYPICAL a} 6. PLEASE D❑ NOT CALL SCWA OFFICE UNTIL 4130 P,M, IF YOUR INSPECTI❑N _ FAILS, WATER TAP BY S.C.W.A. METER BY S.C.W.A. ALL FEES > ALL FEES TO 7, NO OTHER UTILITIES (E.G, GAS, ELECTRIC, CABLE TV, ETC,) SHALL BE BURIED CONTRACTOR BE PAID BY TO BE PAID BY CONTRACTOR ELEVATION �) IN THE WATER SERVICE TRENCH, (D METER SETS U) AFTER ALL OF THE ABOVE HAS BEEN COMPLETED, CALL THE SCWA NEW SERVICE DOMESTIC WATER SERVICE W RPZ DEVICE IN HEATED ENCLOSURE N DEPARTMENT TO HAVE THE METER SET, GO 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 --. ..�- 0 MAXIMUM OF 20' FROM THE PROPERTY LINE. RECEIVED L-. CONCRETE THRUST BLOCK 4­(f) 4. THE RPZ DEVICE SHALL MAINTAIN AN 8" MINIMUM SETBACK FROM THE INTERIOR TO UNDISTURBED SOIL AUG 3 Z�Z2 � OF THE HEATED ENCLOSURE WALLS, WITH TEST COCKS ON THE EXTERIOR SIDE. a) FEST COCKS ARE TO HAVE A MINIMUM 30" CLEARANCE TO ANY OBSTRUCTIONCIO SoLLthc�kd oWT WHEN THE HEATED ENCLOSURE DOOR IS OPEN. TEST COCKS MUST BE POSITIONED ON THE 30" CLEAR SIDE TO FACILITATE TESTING. WATER MAIN PCarrnincg Saar(f 5. THE CONTRACTOR SHALL ENSURE THAT THERE IS ADEQUATE ELECTRICAL POWER cn FOR THE REQUIRED HEAT TACE TAPE AND/OR ENCLOSURE APPROVED HEATER. TYPICAL CURB STOP (VALVE) 06. GFI OUTLET REQUIRED WITHIN THE ENCLOSURE (18" MINIMUM ABOVE SLAB). SHOULD BE BROUGHT TO GRADE DATE BY DESCRIPTION APPROV. BY 0 0 7. ENCLOSURE MUST HAVE SCREENED WEEP HOLES FOR DRAINAGE AND CANNOT WATER SERVICE 6� BE SUBJECT TO FLOODING. REVISIONS 0 8. THE RPZ DEVICE MUST BE ADEQUATELY SUPPORTED TO THE CONCRETE SLAB MINIMUM BURIAL 54" TOWN 0 F S 0 U T H 0 LD N (TO PREVENT LATERAL MOVEMENT). SUPPORTS MUST BE PLACED WHERE THEY , 'D n n o WILL NOT OBSTRUCT THE FUNCTION OF THE RELIEF VALVE. °in . o SUFFOLK COUNTY NY Dp ❑ v v 9. ENCLOSURE MUST BE N.Y. DESIGNATION. � N 10. DIAPHRAGM OF FEBCO MODELS MUST BE ON OPEN SIDE OF ENCLOSURE. 'D� • o � SPORTS EAST RECREATIONAL FACILITY N •O 0 0 0 cD D DOMESTIC WATER SERVICE TAPPING SLEEVE Of NEW o o� r0�, DETAILS C-1 * L. K. McLEAN ASSOCIATES P.C. Com! a TYPICAL WATER SERVICE - LARGER THAN CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 TC. HE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. NTS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWNGS Designed By: MF/CFD Scale: AS NOTED MID/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE Drawn B : IMF UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ATE AND //`�g( Q� y Date: JUNE 222 n n DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE �' ; 'a al�F�R t U DRAWINGSIAND OONAL R IN THE SPEER ECIFICATION (NYS SIGN, SEAL. D ED. LAW _., `/ SECTION 7209-2). Approved By: RGD File No. 21039.000 BUILDING WALL z>- 12" CLEAR TO E5 N EAR EST TO BUILDING :3 w OBSTR CTION GROOVED END BUTTERFLY CEILING 0°Y VALVE W/ INTEGRAL K SUPERVISORY SWITCHES (TYP.) Of a_ (n PROPOSED 4" RPZ 8" � WILKINS MODEL 475V OR 4 MIN. '•- ' APPR'VD EQUAL 4„ VALVE RISER ASSEMBLY WITH BUILDING WALL WATERFLOW SWITCH, ALARM CONNECTION, PRESSURE GAUGE, TEST ORIFICES, DRAIN CONNECITON AND SITE GLASS DEVICE TO BE SUPPORTED TO FLOOR W/ PIPE 2" MAIN DRAIN PIPED TO STANCHIONS OUTDOORS 4 TEST COCK 8„ FIRE DEPARTMENT A MIN. CONNECTION. VERIFY TYPE AND PRECISE LOCATION IN 30"MIN. 60 MAX. (4"0 MIN.) & FIELD WITH FIRE 41I 12"MIN. AIR GAP PVC DRAIN PIPE GROOVED END BUTTERFLY VALVE W/ SCREENED DRAIN INTEGRAL SUPERVISORY SWITCHES (NP.) 18"MIN. PORT TO EXIT 4" BUILDING @ 4" ABOVE GRADE 30" MIN. MIN. CLEARANCE w 4" MIN. d PROPOSE MIN. 4" RPZ o w AUTOMATIC DRIP WILKINS MODEL 475V OR w N APPR'VD EQUAL O W CL J PROPOSED 12" 8" MIN. FUNNEL DRAIN d OZ—ct FINISHED FLOOR o_ V) PROPOSED 12" FUNNEL DRAIN PVC DRAIN PIPE (4"0 MIN.) & SCREENED DRAIN PORT TO EXIT BUILDING 0 4" ABOVE GRADE MIN. BUILDING SLAB 0' FIRE DEPARTMENT CONNECTION. VERIFY TYPE AND PRECISE LOCATION IN 4" MIN. uj v FIELD WITH FIRE DEPART. B aLd Li 30" MIN. N o wZ o o CLEARANCE G a_J [Y afz ° 0 ° 0`a- ° ° PROPOSED 12" Rn o o FUNNEL DRAIN SCREENED DRAIN _ PORT 4" ABOVE . PROPOSED 4" RPZ GRADE MIN. (4"0 MIN.) ` WILKINS MODEL 475V OR U APPR'VD EQUAL C. o GROOVED FLOW VA VE W/EINTTEGRALND VA ERFLY U LVI ELEVATlu" N V � EW SUPERVISORY SWITCHES (TYP.) a 8„ MIN. N .T.S. PVC DRAIN PIPE U (4"0 MIN.) N B a? �1> C7 U JJ U 4 SUPPRESSKON RPZ P'NLAN V � CONCRETE THRUST BLOCK TO UNDISTURBED SOIL N .T.S . RECEIVED WATER MAIN AUG 3 2022 a� In TYPICAL CURB STOP (VALVE) Sout o Town SHOULD BE BROUGHT TO GRADE Planning Board 0 WATER SERVICE MINIMUM BURIAL 54" DATE BY DESCRIPTION APPROV. BY c_ REVISIONS M D D o •�p • a TOWN OF SOUTHOLD a 13 • p° a SUFFOLK COUNTY NY E ."n D: . SPORTS EAST RECREATIONAL FACILITY c, '�' o TAPPING SLEEVE c0 GED FIRE WATER SERVICE DETAILS _ o r TYPICAL WATER SERVICE LARGER THAN 2 LL LEHV ASSOCIATES, SS0C'HCS P.C. NTS CONSULTING ENGINEERS437 SOUTH COUNTRY BROOKHAVEN, NEW YORK 11719 Chi - AS NOTED Sheet No. N Q) THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 0L--- ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD DOR THE ACCOMPNGSCdIe: SUNDER THE DIRECTION OF APECIFICATIONSLICENSED PROFESSI, UN�ONALL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE JUNE 2022 PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND MF Drawn By: MF Date: C 1 1 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE �f(� `il° U) DRAWING AND/OR SPECIFICATION 2inoN (NYS ED. LAWSECTION09 - . ... Approved By: RGD File No. 21039.000 i -�v- z,� 3 r IRRIGATION AREA = 75,296 SQ. FT. OR 32.43% PROPERTY LINE (TYP.) S 38°27'20" W 573,42' 3 (TOTAL SITE AREA= 232,174.8 SQ. 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IRRIGATION ZONES\ A. O ZONE 1 SOUTH & WEST LAWN AREAS AND STREET TREES) Y. 11 22,/70 SQ. FT. V\ v Vw \t \I Vw Vw \ WY V Y1 \ wI R.O.W LINE -_ 1(TYP.) 4w PR POSED ZONE 2 (FRONT LAWN NEXT TO BUILDING & PERIMETER ANSFORMER I . J PARKING LAWN) ZONE 2 19,593 SQ. FT. r V 'o, ZONE 3 (DRIP IRRIGATION AT ALL PLANTING BEDS AROUNDPO PARKING AREAS AND BUILDING 11 ,796 S FT. BASIN ZONE 4 (PERIMETER BUFFER PLANTING BEDS) 21 ,137 SQ. FT. 20NE 3 ZONE 4 � 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 IRRIGATED IN ON ALTERNATING DAYS AND ENTIRE SITEPROPOSED 2 STORY IS NOT IRRIGATED ALL AT THE SAME TIME. ZONE 3 i ZONE 459500 SF, SLAB ON LAWN IRRIGATION LEGENDl GRADE INDOOR SPORTPROPOSED FULL CIRCLE(F.F.=28.50) IRRIGATION HEAD PROPOSED HALF CIRCLE{ -7 IRRIGATION HEAD � IRRIGATION PROPOSED QUARTER CIRCLE VALVE eox IRRIGATION HEAD ZONE T '/t PROPOSED ADJUSTABLE. CIRCLE IRRIGATION HEAD ZONE 3 (SEE IRRIGATION DETAILS ON THIS TYPICAL SIZE TION HEADS QUANTITY / / PROPOSED -30 FEET RADIUS ZONE#1 34 V ZON 15y ----- -----J4. N10 FEET RADIUSPROPOSED IRRIGATION HEAD 'c PROPOSED ZONE#2 = 130 R.P.Z. PROPOSED 15X10iw b /� I/ w w\� W DUMPSTER ENCLOSURE � ZONE#4 = 224BOX IRRIGATION PLAN NOTES: 0 4- CO! / 1. SEE LANDSCAPE PLANS FOR PROPOSED PLANTINGS. If 2. SEE DRAINAGE & GRADING PLAN FOR PROPOSED GRADES & If STRUCTURES. 3. SOIL MOISTURE SENSORS WILL BE USED WITH THE IRRIGATION SYSTEM, TO WATER ONLY WHEN NECESSARY DURING TIMES OF LOW SOIL MOISTURE. 4. NO MORE THAN 5,000 GALLONS PER DAY SHALL BE USED/moZONE 4 FOR IRRIGATION. w tqI 5. THE FACILITY WILL NOT RUN THE IRRIGATION SYSTEM BETWEEN ri THE HOURS 2:OOAM & 7:OOAM / A A wAA / Ja R� PLAN CALCULATIONS: � 11. USING HUNTER IRRIGATION NOZZLES MP3000 (301 RADIUS) AT w w w W w w w wY w Olw w w wNI 40 PSI, 360' = 3.64 GPM, 180' = 1 .82 GPM & 90' =0.867V PROPERTY LINE b _, 2. USING HUNTER IRRIGATION NOZZLES MP1000 10' RADIUS} AT (TYP.) 40 PSI, 360 0.84 GPM, 180' = 0.42 GPM & 90' =021 C) AA GPH & 210' 0.49 GPM 3. USING HUNTER IRRIGATION NOZZLES ABOVE WITH AN V) PROPERTY LINE (TYP.) 38°27'20W 573,4,?' 1 82 IRRIGATION RATE OF 0.39 TO 0.45 INCHES/HOUR. (N 4. ZONE#1 HAS (10) 30' RADIUS AT 360', (21) 30' RADIUS AT AND 3) 30, RADIUS AT 210', WITH A TOTAL OF 80.98� PROPOSED VALVE. r3/I?Q 7VfHVn GPM. BOX MODEL# u VB-STD AS RECEIVED 5. ZONE#2 HAS (2) 30' RADIUS AT 360', (9) 30' RADIUS ATIRRIGATI0N PLAN MANUFACTURED BY 180', (2) 30' RADIUS AT 90', (2) 30' RADIUS AT 210' AND 0 RAIN BIRD OAUG 3 2022 (25) 10' RADIUS AT 360', (103) 10' RADIUS AT 180' AND a SCALE: 1 "=30' so APPROVED EQUAL. .O8 TOPROPOSED (2) 10' RADIUS AT 90' WITH A TOTAL OF 106.9 GPM.Soutold Feet FROM WATER - IRRIGATION Town 6. ZONE#3 IS ESTIMATED TO HAVE 44.0 GPM. SERVICE SYSTEM Planning Board - 1 .38 ZONE#4 HAS (2) 10' RADIUS AT 360', (221) 10' RADIUS AT 10 MIN. CLEARANCE 180', AND (1) 10' RADIUS AT 210' WITH A TOTAL OF 94.99 FOR DOOR OPENING GPM.v) PROPOSED 1"0 100 PSI NSF 1 2 3 FINISH GRADE MP ROTATOR POLYETHYLENE PROPOSED 1 0 PIPE 0,40 100 PSI NSF POLYETHYLENEPROPOSED DOUBLE 0' iXPIPE CHECK VALVE U; MODEL #LF007 - , 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD, x LEGEND AS MANUFACTURED HUNTER POP-UP BODY(PROS-02), 1/4DATE BY WATTS ORDESCRIPTION APPROV . BY = APPROVED EQUAL NOZZLE AND CAP PER PLAN [6MM] HUNTER PRO-C ABOVE REVISIONS CONTROLLER TYPICAL DOUBLE CHECK VALVE DETAIL 0 FINISHED GRADE FINISH N.T.S. GRADE TOWN 0F S0UTH0LD 18-24" COILED WIRE SCH 80 NIPPLE ADJACENT LANDSCAPE SUFFOLK COUNTY NY ' 1 p2@_9 REMOTE CONTROL VALVE MODELWATERPROOF CONNECTORS (2) ® LATERAL PIPE PER PLAN 4 5 6 SPORTS EAST RECREATIONAL FACILITYMODEL ICV-XXXG ACCO-SYNC-ADJ CONTROL WIRE INPVC STREET ELLS (3) PROS-04-PRS40-CV FINISH GRADE LATERAL FITTING PER PLAN 01 ELECTRICAL LATERAL AS PER STANDARD VALVE BOX FIELD-BUILT SWING ARM Q) NEC CODE TEE R ELL 0 NEy IRRIGATION PLAN LATERAL � G n ELECTRICAL SUPPLY PIPE CONDUIT. SCH 80 T.O.E. NIPPLE 0 CONNECT TO MAIN LINE PIPE & FITTINGS L. K. CLEAN ASSOCIATES, P.C.. POWER SOURCE. POP-UP BODY (PROS-V2) CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 J BOX INSIDE cx, THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS LMY/CF Scale: AS NOTED Sheet No. G CONTROLLER. SPRAY HEAD RICK SUPPORTS (4) ANY PERSON FROM ALTERING ANYTHING ON THE DRAWNGS Designed By: WITH S AR AND/OR THE ACCOMPANYING SPECIFICATINS, UNLESS TYS UNDER THE DIRECnON OF A LICENSED PROFESSIONAL 3/4" MINUS WASHED GRAVEL lie 11131dW ss.PRa16 NO SCALE ENGNEER, WERE SUCH ALTERATIONS ARE MADE,THEIEPROFSSIONAL ENGINEER MUST SIGN, SEALDATE AND Drawn By. LMY Date: JUNE 2022PRO - C CONTROLLER DETAIL SPRINKLER VC SLIP UNIONS I R 1 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE / N.T.S. IRRIGAl10N DETAIL DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW cn KI T c SECTION 7209-2). Approved By: RGD File No. 21039.000 rte: r LEGEND: o`, }''t TEST HOLE BY MCDONALD GEOSCIENCES F�E , ,..•° `; ° . PROJECT ---- PROPERTY LINE PROPOSED LIGHT POLE ON — — 4 7 2022 LOCATION PROPOSED CONTOUR 27.0Q,rsilty han, OL :• .`'' "` ` PROPOSED TRANSFORMER 26.5 -----___ o. ,r r ,.,, - -11 .0 - - EXISTING CONTOUR L � : ..,. 0.1 LIGHT POLE Far ,wt and Gray sh brown silt ML SOIL BORING LOCATION -p- UTILITY POLE :,,. .,: UTILITY LIGHT POLE 2 _........__...... . :;• PROPOSED CONCRETE CURB 0TRAFFIC SIGNAL POLE PROPOSED8 HDPE ROOF DRAINAGE PIPE ::::... SANITARY MANHOLE lat:d=ssl PROPOSED CEN 14 I/A OWTS SEPTIC TANK W/ GAS VALVE m ``" HS-20 RATED PRECAST VAULT ENCLOSURE >aEstrrEt:tn,E, :,r _ „- SIGN ; i >i,Lf(;,E °??;,<.af: £ :,.,.:. r/1 ♦�, YeIbW1SYr Urowt)i;ne iC tl,G'dtl&TE sand SP CONIFEROUS TREE t,, „ '` h PROPOSED 100 SANITARY LEACHING POOL r .: / DRAINAGE MANHOLE PROPOSED 10'0 DISTRIBUTION LEACHING POOL RECTANGULAR DRAIN INLET ROUND DRAIN INLET FIRE HYDRANT (6 PROPOSED DISTRIBUTION MANHOLE WATER VALVE 10.0 s PROPOSED SANITARY PIPE WATER METER LOCATION MA P w— PROPOSED 2" DOMESTIC WATER SERVICE (D TELEPHONE MANHOLE (HIGHEST EXPECTED GROUNDWATER = EL. 5.0) as--- PROPOSED 4" FIRE SUPPRESSION SERVICE „_ SCALE: 1 -500 DECIDUOUS TREE TEST HOLE °'�, E PROPOSED U.G. ELECTRIC N.T.S. ' S 38 2i2Qf W 573,42 3 r J � SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 4`` — - - - - - - ' - - / iV JRn \4x, As r e .. ; { , .... a ,.. ..:...,,. r . ., f ,+ f e t v e .. Off, DRAINAGE BASIN "B" 0;r' : 2 ti I ..,, .. a :.... ` ..... } .._r. 'f ....; a ,.. .... ...., ....,..._. '. , „. ,_ .... ...., a .... .. + .. ,.... : ..... f ..... w e : f ,..... : .....,, i ,..,\:.... f ...,, a ....:.... , ` SYSTEM DESIGN hko _. _ 27 _ . / ----�—e — ALLOWABLE SITE SANITARY FLOW IM 1MI 11% .. ... ... .. ... \ .. , ... .. \ r,. \ \ \ \ \ # \ \„ .. ... .. \. ... ,.. .. \. \. \ \ 1 \ S \ \ \ ® ,r•... \:,,.. \#. I ,I ... .F,`_ � POPULATION DENSITY EQUIVALENT) f \ \ �. \ \ \ \.,... \.. \. NGROUNDWATER MANAGEMENT ZONE: IV 600 GPD ACRE \ \ \ \ \ \ \ ® USE 60 0 GPD ACRE X 5.33 ACRES 3,198 GPD �\ \ \. ®. \ o \ \ \.\ DRAINAGE PROPOSED DESIGN FLOW a \. x„r Cos .:..:,\ ..:: : � s. \ \ . �� \: �..., : �. ,... ��`�\\ � \ . \\ \.� . . .. .. /♦ PROPOSED 1 STORY RECREATIONAL BUILDIN GW/ MEZZANINE ! / � / , ri ♦ . ._ / . ` . .; DESIGN S AY E WRATE. RECREATION 15 GPD/STALL ri i ;� 2.5GP GPD/SEAT \ FLOOR AREA r. BUILDING 134 STALLS X 15 GPD/STALL 2,010 GPD (DENSITY) a a ' ':\`< 30 SEATS X 2.5 GPD/SEAT = 75 GPD (KITCHEN/GRAY) .1440- ... , .. \ \ SEPTIC TANK PROPOSED 2 STORY,Y, / REQUIRED: 2,085 GPD 8 U) m< '.„ - FujlClean CEN 14 I/A SEPTIC TANKS - 2 800 GPD / f \ ..... ;.. '\•: _ PROVIDED: , VI D \\ 2 ,1 4 00 S SLAB ON ( > \` GRADE INDOOR SPORTS \ Nk } � � Jf GREASE TRAP ,\ F.F.= 8.5 COMPLEX ( } 2 ` !� REQUIRED: 75 G . \ ft Q PD — s 0 r: PROPOSED MAC R AIR BLOWERS � � :: PROVIDED. (1) 8'0 x 4 EFF. DEPTH 1,500 GALLON GREASE TRAP MODEL MAC20OR11 ON CONCRETE PAD \ _ \� TO BE HARDWIRED 0 ER .'a �,, _ f LEACHING POOL T PROPOSED FUJI CLEAN PROPOSED RPZ . .., CONTROL PANEL IN kX. a \i _PROPOSED VENTS yy� NEMA 4X ENCLOSURE \\ \ \�. � REQUIRED. 2,085 GPD 1 .5 GPD SF - 1,390 SF INSIDE HOT 90 SF 31 4 S LEACHING POOL 44 27 VF BOX' EN SURE N \.: CH OAL FILTER 18” MIN. ;` .` \` 1 / F/ _ARC \. r � b D ABOVE GRADE, 36 MIN. FROM ANY WINDOW / m „ WOR DOOR. , , 13 \ ` ... � ,� ` ! O t� Q PROVIDED: (4) 10'0 x 11.67 EFF. DEPTH LEACHING POOLS = 46.68 VF ` r: y F \\ : ... ? i f` i ,' ,' , ' ,' f \\., � ` V �► �? FUTURE EXPANSION tx— r 50% OF LEACHING CAPACITY \ b ... REQUIRED: \ b PROVIDED 10'0 x 11.67' EFF DEPTH CONCRETE LEACHING POOLS b ul c °fir,.. , \ \. � D 2 \. \. \ a \ . t .\. \ \ • . yy.. \ a \ \: \:: h \�.� \ \ \ \ p c \ \ \® \ �\ .. \ o.. \\ TOT , .. .., .. � .. \ ,. ... ... . .... � � . \\\ , , � . \.. AL DENSITY VS. ALLOWABLE DENSITY s. \ \\. GOC ! D s \\ \ a ACTUAL DENS ITY: 2,010 GPD ROf�4SE WATER \.. \ .. �. � .. \., ., . � .�"�. \� � � \ .....� � \ � E SEWAGE DENSITY: 3 198 � METER I61 AUL DT S E_-©F ®. \� \\�\, \.. \. \ . >. \. ,, �.. � � � �,:\ Q , \., .. . a... \ �. �. r \ , , ..: ..�..... \. , �. � : � � \. \� \ � C �, � s. � � \�. .: \ 3 198 GPD 2 010 GPD 1 188 G , \\: �: �:. . ..: �. \ \ � � , �' PD REMAINING ... 86 %%% \ \ \ a . \. : \,. \. , :. .a. \.. \, \ ^t \ \\. \. a.. \ \. \ \ � s , \ � \ � RECEIVED Cij AUG 3 2022 \. ... Southold Town Planning Boar 1\40 \ \ \ 1 O .. \ �. ., 774 , r.: U) ( 27 _ \ —E—E--E - —E 27 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD 1 ` 2 �1 & _ I \: { \.....i. ._ _\, _,. DATE BY DESCRIPTION APPROV. BY ^�`i .,: J : F :\: : r { \ : \ -� .\ ._ '._ :,v... ...\`:... ,Z'.,,, t t l .ry._ ?�: :'� '\f ;\. .-,a_.y ..;� iy \ t t t ,\t r \: : : r.,,\t J_.�... '\� { \,.. :•\f J \, f` r ! r{ f� ...\... m.,\-. r _ ... , r �l \. J r f P J , \ .\ \.,. ';..�... l„r' �r _ r' t I f o _ .. . ..., : . , J : ,'... REVISIONS �/ r {'�., .. .. \ \ .� .\_ „k \. . ..\ l ., .\ ., \J`ll�� `\1�" 2fj' lam) /��` � 11 �tI '2 `��' � � � " „ � � .�'..,./ �, ; . , , ®, ` DRAINAGE BASIN A ` p, O, TOWN 0 F S 0 U T H 0 L D \, a SUFFOLK COUNTY, NY In 1 'Cr y \ \ ... ...\.__ _�._ ,.. ...\. \, .\. ...,.. : r : : \r \� {�i..._ ;..�:v., \t:_vt :.fit '\!?k'.. , r : (�. \ O� (� ARCHERY PARKING _ _ _ _ _ - _ _ _ _ _ SPORTS EAST RECREATIONAL FACILITY �... r ' ill lilt I � ( L� �� — — fi -- S 38027120~ W 573,42-' �/ �' \ - ' ��-OfNElyy PROPOSED SANITARY PLAN _ AV113AI&O' 73AV8D _ ` ' L. K. cLEAN ASSOCIATES, P.C. SITEPLAN N/F — — ` �\ r- CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE NEAL J. CICHANOWICZ TRUST AND (\ Q) SCALE: 1 -30 THE EDUCAITON LAW OF THE STATE OF NEW YORK PROHIBTIS Sheet No. THE SARA CICHANOWICZ ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS ^ Designed B / AS NOTED CD L 0 30 60 AND/011-THE ACCOMPANYING SPECIFICATIONS, UNLESS trS �+Lh�fJ� ' ��'�{ 9 y M F CFD Scale: EN"ciNEER, WHERE SN OALTERATONS�AREOMAOEOTHE Drawn B MF Date: JUNE 2022 Feet tTOWN OF SOUTHDLD DEVELOPMENT RIGHTS) \ S (n PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND y tDEVELOPED/WELL WATER) DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE '� DRAWING AND/OR SECTIONS7209 2TION (NYS ED. LAW 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! 1 2'MAX. 2'MAX. ----------------- -------- L 2.5 MAX. CHIMNEY 2.5'MAX. CHIMNEY 8" TRAFFIC 8" TRAFFI( 8" [-20"MIN.d 1-90"MIN. BEARING 4 —24 BEARING SLAB SLAB 12" MIN. 120$ F] 6pt 1-9 INV. 26.00 PROPOSED 4" SDR35 PVC 6" SDR35 PVC 8 PIPE @ J" PEI PROPOSED 4" SDR35 PVC PROPOSED 4" PIPE @ J" PER FOOT MIN. CAST IRON PIPE SHALL EXTEND PIPE @ J" PER FOOT MIN. DROP TEES TO DISTRIBUTION LEACHING 5- TO DISTRIBUTI( FROM PRETREATMENT TANK POOL POOL THROUGH FOUNDATION WALLA & GREASE TRAP (INV. EL. OUT =25.17) PROPOSED 4" SDR35 PVC 4P-O" (INV. EL. OUT MIN. OF 2' (INV. EL. IN 25.67) 4"---- PIPE @ J" PER FOOT MIN. (EFF. DEPTH) 13UILDING CONNECTION TO DISTRIBUTION LEACHING CLEAN OUT 5'-0" LIQUID DEPTH POOL ........... (INV. EL. IN =25.07) 41' L--------...... T 60' 1290 6" -8' T— 1 .200 GALLON PRETREATMENT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PVC PIPE FROM MAC "R" BLOWER TO u TANK 24" HEAVY DUTY CAST IRON LOCKING COVER (H-20 RATED) TO MIL- AIR INTAKE AS PER MANUFACTURER'S GRADE W/ SAFETY SCREEN & CONCRETE COLLAR/RISER (TYP.) 1 ,500 GALLON GREASE TRAP REQUIREMENTS PROPOSED 4"0 CONTROL BALL HEAVY DUTY & LOCKING CAST IRON VALVE WITH RISER/CLEAN /CLEAN OUT COVER TO GRADE. COVER TO GRAM (".OF 2) HEAVY DUTY & HEAVY DUTY, WATERTIGHT, TRAFFIC LOCKING CAST IRON BEARING AND LOCKING FRAME & END CAP TYPE 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' ST2 RIM EL. 27.50 ST2 RIM EL. 27.50 ST2 RIM EL. 27.40 INSIDE TOP OF VAULT 2.5'M 2'-0" MAX. '-6" MAX. A ..................-A—A 2'-0' MAX. 8. �-24 --v 7 MIN. 4" DIA. 2'-6' MAX. 8" THICK TRAFFIC SDR 35 PVC PIPE 4* AAX BEARING SLAB PITCHED MIN 8" THICK TRAFFIC /8- PER 1; 5. 2' MIN. ABOVE BEARING SLAB OUTLET INVERT 771 P-V—CS—S—.e MIN. r 3-j PROPOSED 4" SDR35 IW.(l S s....... .. PROPOSED 4" SDR35 PVC PROPOSED 4" SDR35 PVC v� PIPE 0 J" PER FOOT MIN. ELEV. 24.21 CO PIPE @ J" PER FOOT MIN. TO DISTRIBUTION LEACHING lw.(Our) TO DISTRIBUTION LEACHING PIPE 0 A" PER FOOT MIN. POOL ELEV. 24.04 POOL TO DISTRIBUTION LEACHING (INV. EL. OUT =24.30) (INV. EL. OUT =23.70) POOL BOTTOM OF TANK (INV. EL. IN = 24.47) DISTRU BUTION ZSAM LING MANHOLE EL 23.37 91 -0. INV. =23.62 8'-5" L,j PROPOSED --5- PROPOSED FUJI CLEAN CEN14 I/A (EFF. DEPTH) O.W.T.S. INSTALLED IN HS-20 RATED PROPOSED 4" SDR35 PVC PRECAST CONCRETE VAULT PIPE 0 j" PER FOOT MIN. INSIDE BOTTOM TO DISTRIBUTION LEACHING 10 Q) OF VAULT = POOL BOTTOM OF (INV. EL. IN =23.95) TANK EL. 108.61 111-8" (EFF. DEPTH) PROPOSED I/A O.W.T.S. FUJI CLEAN CEN14 1,350 GALLON IN HS-20 RATED PRECAST CONCRETE VAULT N.T.S. (VAULT AS MANUFACTURED BY ROMAN STONE CONSTRUCTION COMPANY OR APPROVED EQUAL) REFER TO SHEET FOR ADDITIONAL INFORMATION 12' 110.0, 4-1 (MIN.) 0 DISTRIBUTION LEACHING 14'-0" COLLAR 0 POOL COLLAR...... 0 5 REBAR EA. WAY P. --—----------- .. .. ................ --�K............... 7-7 - ---------- ------------------- I . . I --0 2'-1 3/4- ?'-•1 3/4* 2'-8 1/4* 'MIN' ABO -------------- 4 �DWATER 16 -EXPEdTED--.6ROU , > INTO A-VIRGIN -ST TA A T Or tAND­&:-GRAVE'L-`1- 0 HIGHEST EXPECTED WATER ELEV.=4.40' -— —— — — —— — — ——— — ——— — —— — — ———— — -- ---- -- - - -- - - - --— ———— —— — — —— — — — —--- —— — —— — - I w #4 REBAR 0 12"O.C. I TYP (VERTICAL BARS) ........ BACKFILL MATERIAL 0 Y-0- 4--0- -4-1 4'-7 1/4 S-4 3/4 CLEAN SAND AND GRAVEL 0 6 REBARS AROUND OPENING' 6 REBARS AROUND OPENINGS --Zz (4)4'-3- LONG --------------------------------------•-------------------................................ #4 REBAR 0 4* O.C. (4) 3'7' LONGS B TYP (HOWINTAL BARS) 2 PLACES C�3 TYPICAL LEACHING POOL 4 i RECEIVED AUG 3 2022 as I" CLQ TYP I" CLR TYP Planning Board 00 0 + 4 0 DATE BY DESCRIPTION APPROV. BY - 2� 0 0 4 + + + 0 #5 REBAR 012- D.C. REVISIONS #5 REBAR 012" O.C. 14 SPACES 0 12' 14'-0' C TOWN OF SOUTHOLD 0 15'-0' ........ EMBEDDED FRAME AS PER SUFFOLK COUNTY, NY x US FOUNDRY ASSEMBLY Fw /�x 8027054 FOR 30* MARWAY U U SPORTS EAST RECREATIONAL FACILITY Q) CEN14 HS-20 RATED VAULT SECTION VIEW #5 REBAR, D- . WAY • N.T.S. TYP. 0 if NEW,�, SANITARY DETAILS �pl) G. 0 E EMBEDDED FRAME AS PER C- US FOUNDRY ASSEMBLY 802182, 6. C) -+--- FOR 24' MANWAyj;, 6. 6* ,4' 6" 6* 6' C 6- 7- 7- 6" 6* 6 6 6- 6- 6- 6- 1/4t 1/41 6. 6. 6. 1, 6. L. K. McLEAN ASSOCIATES, P.C. (N,, 5-- 2 PLACES �2- �2- \2� t2* CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 T) B THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS I Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS MF/CFD Scale: AS NOTED UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE MADE. THE TL L E2 GRADE W/ SAFETY E 5 S 5 0 S. 15. • 1 1 Lr 11/7, U CENI 4 HS-20 RATED VAULT PLAN VIEW PROFESSIONAL ENGINEER MUST SIGN. SEAL. DATE AND ;T S Drawn By: MF Date: JUNE 2022 N.T.S. DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE <" DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW S2 V) SECTION 7209-2). Approved By: RGD File No. 21039.000 1 2'-Bi" 313" CHAMBER Volume(gal) INLET BAFFLE B �1 Sedimentation Chamber 837 SCUM BAFFLE (2 Anaerobic Filtration Chamber 839 120 VOLT, 14 SERVICE TO FUJI ICIRCULATION Q Aerobic Contact Filtration Chamber 378 CONTROL PANEL AIRLIFT PUMP Q Clarification2 #8, # 12 GRD IN 1" PVC Chamber 186 Disinfection Chamber 12 INDOORS I OUTDOORS CONDUIT INLET PIPE- Total Volume 2,252 EX. 5 POWER OWTS CONTROL PANEL IN NEMA 4X ENCLOSURE :._ _--DISINFECTION PANEL GROUND Sl EC,IF`ICATiONS I t LUG j•. CYLINDER (OPTIONAL)6. Anaerobic Media PP/PE N 23 5 6 G e~ Board Type Aerobic Media PVC./PP/I'F., ( CONNECTION OUTLET PIPE Y1�' ONE 20A, 1-POLE CIRCUIT ( Aerobic Media PP/PE BREAKER IN EXISTING PANEL 2oa Q ® Blower 7 cfm I — Tank FRP I ALL WIRING SHALL BE INSTALLED Q AIRLIFT Piping PVC/PP/PE I �r�J I I INSIDE SCHEDULE 80 PVC CONDUIT Access Covers Plastic/Cast Iron ( & SIZED AS REQUIRED. Disinfectant(Optional) Chlorine Tablets I AIR AIR COMPR. COMPR. VENTILATION PIPE LOW OPENING (TYP LOW BAFFLE B AIR INTAKE FINISHED GRADE RECIRCULATION PIPE (CLEANING OPENING) PLAN VIEW ON-SITE WASTEWATER M RECIRCULATION TREATMENT SYSTEM RUNT ALARM EFFLUENTFLOAT FLOAT 18" MANHOLE 18" MANHOLE ASSEMBLY 4" MANHOL ISINFECTION 4" MANHOLE SWITCH PUMP SWITCH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES - CYLINDER (OPTIONAL) ---- - --- --- -� LOW OPENING OWTS SINGLE LINE DIAGRAM� ---- -----------_.. V-7-t" N.T.S. .. ..1... :. -7" _ _.. 0 1'-22OARD TYPE CONTACT MEDIA 314 1,-O3„ 2'_813°' �, 0 ECIRCULATION G) 4 AIRLIFT ASSEMBLY Specifications to Mocel NIAC15ORII MAC20OR11 AEROBIC MEDIA U O 7 Air F t ow Vo L ume CFM 5.3 7. 1 L/min 150 200 8 " Normal Pressure P 2.9 SI 20 FLOW OPENIN AERATION ASSEMBLY ® ® Rated Voltage V AC120 Frequency Hz 60 SECTION A-A VIEW SECTION B-B VIEW Power Consumption W 115 1 155 Weight k9 Approx.9 2'-0" Outlet Pipe Inch I '(OD) r 3„ Power Cable Inch 6'2' 1 -0� UL fine number UL E341420 Country of origin Japan _V) CAPPED OR PLUGGED SUFFOLK COUNTY TYPE "F" ADJUSTABLE CASTING TO GRADE aD C VISUAL FINISHED BEACON SYSTEM CONTROLLER/ALARM GRADE p 7'° INSTALLATION / OPERATION & MAINTENANCE NOTES: (FASTEN TO BUILDING) — ADJUST TO GRADE WITH N.J. SHALE 1. INSTALL BLOWER ON LEVELED SOLID BASE. ENSURE ADEQUATE r .-RED BRICK & MORTAR (MIN. OF TWO 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 ONCE EVERY 3 MONTHS. MAINTAIN MIN. 6" SEPARATION 4. RECOMMEND DIAPHRAGM / VALVE ASSEMBLY REPLACEMENT ONCE BETWEEN BRICKWORK AND STRUCTURE EVERY 12 MONTHS. (NOTE: A DAMAGED DIAPHRAGM WILL TRIGGER ELECTRICAL & CONTROL TO BLOWER SEE THE AUTOMATIC STOPFUNCTION.) CONTROL WIRING TO OWTS PROFILES 4"DIA. SDR 35 PVC PIPE PROPOSED CONCRETE PAD +, MAC "R" AIR BLOWER TO BE 4" DIA. 30' ELBOW v HARDWIRED TO CONTROL PANEL TO s_ ELECTRICAL z 4"X4"X4" 60' WYE BRANCH o SUPPLY COMPRESSED AIR LINE TO OWTS / tI o GFi RECEPACLEMOUNTETD ON � 1s d- FLOW SDR-135 - SDR 35 FLOW 7�" 1 0 -�� BUILDING INSULATED BLOWER ENCLOSURE 6" CONCRETE BLOWER PAD TYPICAL BUILDING CONNECTION CLEAN OUT DETAIL 1 v GRADE _ N.TS. 8 . ... 3" i 6" 4� +J CONTROL PANEL & BLOWER DETAIL U N.T.S. PROPOSED CONCRETE PAD L PROPOSED CONCRETE PAD 2'-0" 2'—Orr RECEIVED � - DOUBLE MAC 20OR11 BLOWER DETAILS AUG 3 2022 U N.T.S. a1 Sout old Tovun Planning Board ..F.J O s:� CAPPED OR PLUGGED SUFFOLK COUNTY TYPE "F" 13'� U) FINISHED ADJUSTABLE CASTING TO GRADE I--2'-0"—'"-1 J GRAD= _ 4" DATE 0 '-"— ADJUST TO GRADE WITH N.J. SHALE BY DESCRIPTION APPROV. BY 0 �.-RED BRICK & MORTAR (MIN. OF TWO 1 -9 0) COURSES & MAX. OF 15") L..-2'-10"� REVISIONS 6" LAYER OF STONE SECTION TOWN O F S O U T H O L D MAINTAIN MIN. 6" SEPARATION BETWEEN BRICKWORK AND STRUCTURE STAINLESS SUFFOLK COUNTY NY / SEE " _f� PROFILES 4"DIA. SDR 35 PVC PIPE STEEL BOLT �- 4" DIA. 30' ELBOW PLAN �/8" TNK. WASHER SPORTS EAST RECREATIONAL FACILITY .. o 3/8" 0-RING GASKET 4"X4"X4" 60' WYE BRANCH " `) MAX. o G. LOSAN ITARY DETAILS 2 �P�o er FW �.DW FLOW 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR � � n saR-s5 SDR-35 35B SPECIFICATIONS fid C\ + 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY * '� * L. K. CLEAN ASSOCIATES, P.C. C� LOADING ` 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Chi -` TYPICAL BUILDING CONNECTION CLEAN OUT DETAIL PRECAST OR APPROVED EQUAL. r THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ., N.T.S. 24"0 WATER TIGHT HEAVY DUTY LOCKING 9 y MF/CFD Scale: AS NOTED Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed B AND/OR THE ACCOMPANYING SPECE1CA110NS. UNLESS R'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ��� FRAME & COVER ENGINEER, WHERE SUCH ALTERATIONS ARE MADE THE ��`► Drawn By: M F Date: JUNE 2022 T G7 ENGINEER, WH ENGINEER MUST SIGN, SEAL DATE AND (' Jh N.T.S. DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE < DRAWING AND IN THENSPECI 27ION (NYS ED. LAW Approved By: RGD File No. 21039.000 S 3802 1200 1 PROPERTY LIN ETY P.) 3 t\•.. n ��a r\�� 1\r..._� r \f_.� ;.! I 4. -__1 --Ikl X N* N 0. 0 DRAINAGE BASIMN �;EHY + 01 . ao v_,iW 4� % 7w Q_ _v!*­\ I t_�..Z.--r 1v 1-1\­P�N I !'q_\ 7, 4tW. 4_4 �, R.O.W LINE 4 (TYP.) 4XI < 9.0, 9.0, OVERALL P L A N T M A T E R I A L L I S T 0' Ld -26.0 ___1 1-2.6 z ;KINW, SYMBOL KEY 1QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES PARKING AREA I 19.5' 19.5 19.5' M Q W (TYP.) (Jy U (TYP.) ArRP 9 ACER RUBRUM 'RED RED POINTE MAPLE 2"-2.5" AS DECIDUOUS POINTE' CAL. SHOWN SHADE TREE PRO /ee 6� 6 - ........... ......... F E *2 K fRANSF%Ek gym AgAB 6 AMELANCHIER AUTUMN BRILLANCE 2"-2.5" AS DECIDUOUS I W % - , SERVICEBERRY GRANDIFLORA x AUTUMN CAL. SHOWN SMALL TREE Iri) r URA�INA� BRILLANCE \.J 8.5' BASIN AIC 10 AMELANCHIER LAEVIS CUMULUS 2P9-2.511 AS NARROW '(TYP.) 'CUMULUS' SERVICEBERRY CAL. SHOWN DECIDUOUS TREE 8.0, CcA 9 CERCIS CANADENSIS WHITEBUD REDBUD 2t'-2.5*p AS DECIDUOUS PARKING 'ALBA' CAL. SHOWN SMALL TREE AREA 11 r (TYP-) CORNUS FLORIDA -2.5" AS CfCP 5 CHEROKEE PRINCESS 2" DECIDUOUS 'CHEROKEE PRINCESS' WHITE DOGWOOD CAL. SHOWN SMALL TREE GLEDITSIA TRICANTHOS SKYLINE HONEY 21)-259 AS DECIDUOUS GUS 1 ,3 K-, PROPOSED 2 STORY, INERMIS 'SKYCOLE' LOCUST CAL. SHOWN SMALL TREE Qr -3's AS DECIDUOUS 45�500 SF, SLAB ON 13 QUERCUS RUBRA RED OAK 2.501 C-) CAL. SHOWN SHADE TREE GRADE INDOOR SPORTS -6.01 1 PC 56 PINUS ABIES NORWAY SPRUCE ' HT., 10' O.C. EVERGREEN COMPLEX (F.F.=28.50) 0YW TREE B&B IMATCHLINE D-D PS 39 PINUS STROBUS EASTERN WHITE PINE 6'-8' HT., 10' O.c. EVERGREEN CHILINE A-A B&B TREE CRYPTOMERIA JAPONICA YOSHINO JAPANESE 6'-8', B&B 10' CiY 20 O.C. TALL YOSHINO OR ALT. THUJA CEDAR OR ALT. OR #10 EVERGREEN OCCIDENTALIS 'SMARAGD1 EMERALD ARBORVITAE CONTAINER HEDGE TALL % Jv 81 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8 , #5 6' 0.C. EVERGREEN CONTAINER HEDGE 8.0, (TYP. 19.5 Jv 61 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8' #5 10' O.C. TALL [-(TYP. _ CONTAINEVERGREEN ER 19.5' HEDGE (TYP. 13.4- Am 141 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' O.C. FRUITING Li -Fyp.) CONTAINER 5.0' (TYP.) SHRUB DrRW 124 DIERVILLA RIVULARIS LOW BUSH #3 3' O.C. FLOWERING 24.5 L � ;W� WWW W W W WW W WW RWW.PW�ZY.W WWWWWWW W W WW ( 2 PRO''PSED PROPOSED C 0 RU-BEE WREN HONEYSUCKLE CONTAINER SHRUB 19.5' (TY R 's UNDERGROUND 0 0 �C� FORSYTHIA x FORSYTHIA GOLD #3 3' O.C. FLOWERING 'y Box 88.0 FxC 89 C .4, SANITARY SYSTEM 'COURTASOL- TIDE CONTAINER LOW SHRUB LLJ (,) 0 0 HIDCOTE ST. I LJ_ 33.09 0 Oil PROPOSED 15'X10' HxH 100 HYPERICUM x 'HIDCOTE #3 3' O.C. FLOWERING UJ DUMPSTER ENCLOSURE JOHNSWORT CONTAINER LOW SHRUB -.1 9.0,1-- 01LJ LL_ RaLG 85 RHUS AROMATICA GROW LOW SUMAC #3 3' O.C. LOW SHRUB JQ �'o 'WW'WWWW W,jy W WW WW W W W W WW W WW W W W W WW W W WW WWW I 'GRO-LO' PARKING AREA III z GO 0 CONTAINER 9.0, 9.0, 13: 19.0, 19.0, 19. U 0380 CsAF 52 CORNUS STOLONIFERA ARCTIC FIRE YELLOW #5 5' O.C. FLOWERING 0 ARCTIC FIRE YELLOW TWIG DOGWOOD CONTAINER SHRUB 0 < 0 MP 46 MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING /WWV' \ W 5.6 9.0 0 0 0-01 CONTAINER SHRUB 9.0 4.0 1 9.0 (0001-i 9.0, 1711 1P *, -(TYP.) PoF 39 PHYSOCARPUS FIRESIDE NINEBARK #5 5' O.C. FRUITING eel T I AMN KI KIM �XNWW WWW W OPULIFOLIUS 'FIRESIDE' CONTAINER SHRUB 4_1 /J01 VdB13 56 VIBURNUM DENTATU BLUE BLAZE #5 5' O.C. FRUITING 'BLUE BLAZE' ARROWWOOD 0 CONTAINER SHRUB V. _fz X WW X V. IgC 21 ILEX GLABRA 'COMPACTA' COMPACT INKBERRY #5 5' 0.C. NATIVE V� ..X_a., V OR ALT. KALMIA OR ALT. MOUNTAIN CONTAINER FLOWERING 4- C) . . . . . . Typ" + . . . 40 LAUREL EVERGREEN ol Ix LATIFOLIA PROPERTY V 18"-24"' 3' O.C. COMPACT @xS9 igs 32 ILEX GLABRA 'SHAMRDCK' SHAMROCK INKBERRY UM LINE HT., B&B EVERGREEN .-Y (TYP.) Chp 20 CEPHALOTAXUS YEWTOPIA (COMPACT CONTAINER OHARRINGTONIA PLANIA EVERGREEN U OR ALT. TAXUS X MEDIA JAPANESE PLUM YEW) OR ALT. HICKS YEW 0 3 *27"20 W 573,42" PROPERTY LINE (TYP.) 'HICKSIr PvHm 44 PANICUM VIRGATUM HEAVY METAL SWITCH #3 3' O.C. ORNAMENTAL PLANTING PLAN PARKING AREA LANDSCAPING 'HEAVY METAL' GRASS CONTAINER GRASS SCALE: 1'$=301 (in accordance with§280-95) SCHIZACHYRUIUM PLANTING NOTES: Interior AREA ID #of Interior I Perimeter Perimeter OOC 00 SsTB 176 THE BLUES LITTLE #3 3' O.C. ORNAMENTAL stalls Landscaping LandscapingLandscaping Landscaping SCOPARIUM 'THE BLUES-' BLUESTEM CONTAINER GRASS 0 C) FERTILIZERZPEST MANAGEMENT NOTES: Required (sf) Provided Required(sf) Provided 3F1 DE 1 . PLANT MATERIAL SIZE TYPE SHALL FOLLOW THE LATEST 4" DEPTH TOPSOIL AND SOD PTH MULCHED 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. "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI) AS PUBLISHED in areas with perimeter) BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 2. THE APPLICATION OF SYNTHETIC HERBICIDES AND PESTICIDES ON-SITE ARE 20+stalls) PROHIBITED. 4" DEPTH TOPSOIL AND SEED MIX FOR NATIVE/NATURALIZED TURF AREAS (WHERE MOWING IS 2. ALL PROPOSED PLANTINGS SHALL BE IRRIGATED WITH AN APPROVED 1 32 320 523 38Ox4=1,520 1,663 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 33 330 723 33lx4=1,324 1,594 V) PLANTING BEDS AROUND BUILDINGS AND PARKING AREAS. WATER CONTROLS, PONDING) IS PROHIBITED. 66 660 686 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. 4­1 SHALL BE A MIN. 5' SETBACK FROM RIGHT OF WAY. Total 131 1,310 1,932 1 5,132 7,443 L 5. FERTILIZER WILL BE APPLIED ONLY AFTER IT HAS BEEN DETERMINED TO BE 0 n_ 4. SEE SI-E PLANS FOR OTHER NOTES AND SITE FEATURES, MATERIALS NECESSARY BY SOIL TEST, AND ONLY IN THE SMALLEST AMOUNT NECESSARY. U) AND SURFACES NOT PLANTED. VO 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD 6. ONLY ORGANIC-BASED NITROGEN FERTILIZER WITH A LOW-NITROGEN NUTRIENT 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 DATE BY DESCRIPTION APPROV. BY 0 0 WILL BE INCORPORATED INTO THE TOPSOIL AT A RATIO OF ONE PERCENT MINIMUM IS PERMITTED TO BE USED. THIS PRACTICE WILL ALLOW FOR oe REVISIONS 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 . IN SOIL TEMPERATURES ABOVE 55* F, AND WILL PREVENT NITROGEN LEACHING. Description of (if) §280-93A §280-95A §280-95B New 0SV F INCREASE ITS WATER-HOLDING CAPACITYSOUTHOLD 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 ,N , PLANTED MATERIAL. APPLICATION WITH CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS PER Area 1 32 380 3.2 9.5 12.7 SUFFOLK COUNTYNY E C 7. ALL TREES AND LANDSCAPING ARE REQUIRED TO BE MAINTAINED BY 1 ,000 SQUARE FEET PER YEAR IS PERMITTED. Area 11 33 331 3.6 8.28 11.88 SPORTS EAST RECREATIONAL FACILITY, THE PROPERTY OWNER AS SHOWN ON THE APPROVED SITE PLAN. 8. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS PROHIBITED Area 111 66 572 6.6 14.3 120.9 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 Road 380 9.5 10 REPLACED WITH THE SAME SPECIES AND SIZE AS SHOWN ON THE DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD Frontage APPROVED SITE PLAN WITHIN 6 MONTHS. ANY CHANGE IN TREE OR NUMBERS. THE NUMBER IN THE MIDDLE IS THE PERCENTAGE OF PHOSPHORUS OVERALL LANDSCAPE PLAN 1 55.48 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 13A 32.08, 0 G. PLANNING BOARD. OR LOWER IS NOT RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 0.67 Required Say 14 say 32 0 30 60 MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST Total 10 14 32 Feet 8. ANY TREE NOT SHOWN WITH SHRUBS LOCATED AROUND THE BASE L. K. McLEAN ASSOCIATES, P.C. OF THE TREE SHALL BE PLANTED WITH A 5' RADIUS MULCHING BED INDICATES IT IS NECESSARY. Provided CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Street Trees Provided on Exterior Roadways per§161-44 1 11 FROM THE CENTER OF THE TREE. ---------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------ ------------------------------------- THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. (D ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS C- Designed By: LMY/CFD Scale: AS NOTED CD Total Proposed Trees 66 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS TrS 9. STREET TREE PLANTING ALONG FRONT RIGHT-OF-WAY (R.O.W.) --------------------- UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Note: ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE INEEI SHALL FOLLOW THE TOWN OF SOUTHOLD LANDSCAPE CODE 161-44 PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: LMY Date: JUNE 2022 D 1)Perimeter calculated excludes fiLL linear bordering access to roadway or adjacent parking DESCRIBE THE FUEXTIENT OF THE ALTERATION ON THE <: A THRLI K. AS DETAILED AND SPECIFIED. area, and a djacen t town areas. DRAWING MD/OR IN THE SPECIFICATION (NYS ED. LAW PL1 SECTION 7209-2). Approved By: RGD File No. 21039.000 1 ' PROPERTY LINE (TYP.) P L A N T M A T E R I A L L I S T i t SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES � t AgAB 3 AMELANCHIER AUTUMN BRILLANCE 2"-2.5" AS DECIDUOUS ' GRANDIFLORA x AUTUMN SERVICEBERRY CAL. SHOWN SMALL TREE BRILLANCE `- - "� �, _ CcA 2 CERCIS CANADENSIS WHITEBUD REDBUD 2"-2.5" AS DECIDUOUS ------ _ � 'ALBA' CAL. SHOWN SMALL TREE CfCP 2 CORNUS FLORIDA CHEROKEE PRINCESS 2"-2.5" AS DECIDUOUS 'CHEROKEE PRINCESS' WHITE DOGWOOD CAL. SHOWN SMALL TREE _`�' GUS 1 GLEDITSIA TRICANTHOS " � SKYLINE HONEY 2 -2.5 AS DECIDUOUS INERMIS 'SKYCOLE' LOCUST CAL. SHOWN SMALL TREE �___�.! Or 2 QUERCUS RUBRA RED OAK 2.5"-3" AS DECIDUOUS 8 J 6 Ps CAL. SHOWN SHADE TREE / --- Ps 6 PINUS STROBUS EASTERN WHITE PINE 6'-8HT. 10 O.C, EVERGREEN DRAI AG�' BA IN _ _ �( B&B TREE JU - (� 5 HxH ` JV 8 NIPERUS VIRGINIANA EASTERN RED CEDAR 6' 8' # 10' O.C, TALL _1._ 7 Am . :._._ ....\- ,.__. _ \ ; CONTAINER EVERGREEN 1 CcA 8 RaLG f 1 HEDGE ,� __. ----._ /_���__- --- ;- V_ �_. .- ---`- "\._., _- --- Jv 17 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8', #5 6' O.C. TALL -��''`� CONTAINER EVERGREEN (TYP. EBERRY Am 14 ARONIA MELANOCARPA BLACK CHOK 3 3' O.C. ffP%G 1 Qr 1 Qr I C 1 GtiS 18 FORSYTHIA CONTAINER SHRUB 5 CsAF FxC IA x FORSYTHIA GOLD #� 3' O.C. FLOWERING T, A 'COURTASOL- TIDE CONTAINER LOW SHRUB HxH 11 HYPERICUM x 'HIDCOTE' HIDCOTE ST. #3 3' O.C. FLOWERING JOHNSWORT CONTAINER LOW SHRUB A 1 CfCP I RaLG 8 RHUS AROMATICA GROW LOW SUMAC ' 6 HxH 'GRO-LO' CONTAINER 3 O.C. LOW SHRUB CsAF 14 CORNUS STOLONIFERA ARCTIC FIRE YELLOW #5 5' O.C. FLOWERING ARCTIC FIRE YELLOW TWIG DOGWOOD CONTAINER SHRUB •i• A (TYP.) m PoF 10 PHYSOCARPUS FIRESIDE NINEBARK #5 5' O.C. FRUITING R.O.W LINEI OPULIFOLIUS 'FIRESIDE' CONTAINER SHRUB PARKING AREA I (TYP') `L N35 m ( VdBB 17 VIBURNUM DENTATUM BLUE BLAZE #5 5' O.C. FRUITING (T'9) W 'BLUE BLAZE' ARROWWOOD CONTAINER SHRUB IgS 1 1 ILEX GLABRA 'SHAMROCK SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT HT., B&B EVERGREEN _ ChP 11 CEPHALOTAXUS YEWTOPIA (COMPACT #3 3' O.C. COMPACT HARRINGTONIA PLANIA CONTAINER EVERGREEN I OR ALT.JAPANESE W 19.5' Q OR ALT. TAXUS X MEDIA'HICKSII' (TYP.) I SCHIZACHYRUIUM Ill ChP � � ��;,�� SsT6 21 THE BLUES LITTLE #3 3' O.C. ORNAMENTAL SCOPARIUM 'THE BLUES' BLUESTEM CONTAINER GRASS 4" DEPTH TOPSOIL AND SOD .' 3" DEPTH MULCHED ' t 1 PRO�OSED ; ; ; ; ; ; ; ; ; ; ; (FESCUE/BLUGRASS MIX PLANTING BEDS AS SPEC. AgAB \TRANSFORMER ) X' CL �_., , J �, 6 FxC � 7 Am 4" DEPTH TOPSOIL AND SEED MIX FOR NATIVE/NATURALIZED TURF AREAS (WHERE MOWING IS Nt- 45.0' [5] J, ANTICIPATED) SEE THIS SHEET FOR SEED MIX SPEC. & EROSION CONTROL DETAILS GO 'If M UT LIM� w _T SEE SHEET No. PL1 FOR PLANTING NOTES AND FERTILIZER/PEST MANAGEMENT NOTES. CTYP ' NI) 21 S STB U C) LIMIT OF SLOPE SEEDING f SEED FOR 1 CcA -.-s,4' 8,P (WHERE I MOWING NATIVE/NATURALIZED ANTICIPATED) ED TURF AREAS: 5 VdBB 1 CfCP ( ) � � 5 PoF 34.0% - FESTUCA RUBRA -CREEPING RED FESCUE TOPSOIL 33.0% - FESTUCA OVINA - SHEEP FESCUE LAYER 10.0% - FESTUCA BREVIPILA 'BEACON' - HARD FESCUE, -BEACON- ? v' PROPOSED 5.0% - FESTUCA OVINA VAR. DURIUSCULA 'RHINO' - HARD FESCUE, -RHINO- \4_ k I JI BUILDING 5.0% - FESTUCA OVINA VAR. GLAUCA (F. ARVERNENSIS) (F. GLAUCA) 'BLUE RAY' Cf) - BLUE FESCUE, BLUE RAY- L 5.0% - POA PRATENSIS 'ARGYLE' - KENTUCKY BLUEGRASS, -ARGYLE- 4 N ` 5.0% - POA PRATENSIS 'SHAMROCK' - KENTUCKY BLUEGRASS •I;HAMROCK- PLANS TYPICAL E.C.M. ® ANCHOR TRENCH DETAIL 3.0% ) N.TS. 3.O% - AGROSTIS PERENNANS ALBANY PINE BUSH-NY ECOTYPE - AUTUMN rD BENTGRASS, ALBANY PINE BUSH-NY ECOTYPE 0 '�, 260.00 POUNDS BULK VIABLE SEED PER ACRE OR 6 POUNDS PER 1,000 SQ. FT. ® ANCHOR NCHOR TRENCH DEEP ANCHOR a� _ _ TRENCH -�� USE (E.C.M.) EROSION CONTROL MAT (JUTE MESH) ON SLOPES 15% OR GREATER. - -- - %� � - - SEE EROSION CONTROL MAT DETAILS ON THIS SHEET. Vti AUG S 2M GX \t_ (10 1 AgAB - - - - - -- ­Io 7 VdBB a, 00 6 FxC - - So utiia ro�rn Plclnning Board i uJ `t' °o _ 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD DATE BY DESCRIPTION APPROV. BY 0 0 REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY SPORTS EAST RECREATIONAL FACILITY LI-, (D J CARROLL AVE., PECONIC 5 Po F EROSION CONTROL AT LANDSCAPE PLAN (WEST) E.C.M.) INN.TSTALLATION G.NEW y \ o ,0 20 h~ ° O'f' C t � Feet L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 (\ Q� THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS r Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: LMY/CFD Scale: AS NOTED M A T C H L I N E A—A AND/OR THE ACCOMPANYING LICENSE PR UNLESS L S vj ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE v/ UNDER THE DIRECTION OF A LICENSED PROFESSIONAL __ e _ _ _ _ _ _ ` , _ _ _ _ _ _ _ _ PLANTING PLAN _ _ _ _ _ _ _ _ PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE ANDn� SCALE: 1"=10' DRAWING AND/OR IN IFICATIONDESCRIBE THE FULL EXTENT OF THE N(NYS ED. LAW THE �, ����,, Drawn By: LMY Date: JUNE 2022 P L 2 Cn SECTION 7209-2). Approved By: RGD File No. 21039.000 S 38 02 7 "'20 W 5 73, 4 2 PROPERTY LINE (TYP.) T_ 7 .---X............7\ _j _v. \ , \/ ,� \ r \_._. :\ \ / 7 4A l �\\ Vl 11 __ 12 Jv 4 Ps 0 17 Jv *RAINAGE�ASIN \1/ \1/ \4/ 7 DrRW H R PVP 7 • ArRP 5 HxHAm \77 6 6 DrRW .6 DrRW S 7 01 4.0'(TYP. 4.0' M 7 1 0 � M PARKING AREA I I Lu 9.0 01C) TYPT . � 4 Igs 1 GtiS 0 W (TYP.), `(TYP.)' 7F < C) C)) 19.5' (TYP.) n -341.0' 15 jCsAF 5 CsA C) goo w P\ C7) C 10' ?_1 I I , /`198 SsTB PLANTING PLAN SCALE: 1 "=10' PROPOSED BUILDING (SEE ARCHITECTURAL PLANS) U 0 P L A N T M A T E R I A L L I S T SHRUB— DUG AS PER 0 RECENT STANDARDS FOR U NURSERY STOCK AS SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES PUBLISHED BY THE AMERICAN NURSERY & ArRP 2 ACER RUBRUM 'RED RED POINTE MAPLE 2"-2.5" AS DECIDUOUS LANDSCAPE ASSOCIATION > POINTE' CAL. SHOWN SHADE TREE COLUMNAR EVERGREENDUG AS PER RECENT STANDARDS FORTOP OF ROOT GUS 6 GLEDITSIA TRICANTHOS SKYLINE HONEY 2"-2.591 AS DECIDUOUS NURSERY STOCK AS 3" MULCH AS SPEC. MASS TO BE INERMIS 'SKYCOLE' LOCUST CAL. SHOWN SMALL TREE PUBLISHED BY THE SLIGHTLY ABOVE AMERICAN NURSERY & SURROUNDING GRADE Qr 2 QUERCUS RUBRA RED OAK 2.5"-3" AS DECIDUOUS LANDSCAPE ASSOCIATION 4- HIGH SAUCER (TYP.) CAL. SHOWN SHADE TREE FINISHED GRADE Q) 4" HIGH SAUCER (TYP.) cor, Po 7 PINUS ABIES NORWAY SPRUCE 6'-8' HT., 10' O.C. EVERGREEN 0 B&B TREE 3" MULCH AS SPEC. TOP OF ROOT CROWN SHALL NOT BE MORE THAN 2" 0 10' O.C. EVERGREEN PS 4 PINUS STROBUS EASTERN WHITE PINE 6'-8' HT., BELOW SOIL LINE PLANTING SOIL AS SPEC. B&B TREE 3 MIN. TOP OF ROOT MASS AND NOTE: FLARE OF TRUNK TO BE DIG 2'(MIN.) DEPTH RECEIVED '-8', #5 6' O.C. TALL SLIGHTLY ABOVE TEST HOLE TO VERIFY 6 iv 29 JUNIPERUS VIRGINIANA EASTERN RED CEDAR EVERGREEN WELL DRAINED SURROUNDING GRADE SUBGRADE MATERIAL CONTAINER HEDGE PLANTING SOIL AUG 3 2022 FINISHED GRADE Cf) AS SPEC. ROOT BALL Am 27 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' 0.C. FRUITING 3 MIN. —SO_utold_Town CONTAINER SHRUB / 3X ROOT BALL WIDTH (MIN. D ) Planning Board ROOT BALL O DrRw 24 DIERVILLA RIVULARIS LOW BUSH #3 3' 0.C. FLOWERING TAMPED POROUS 0 GG�)� RU—BEE WREN HONEYSUCKLE CONTAINER SHRUB (WELL DRAINED) SUBGRADE U) GP3�38a HxH 23 HYPERICUM x 'HIDCOTE' HIDCOTE ST. #3 3' 0.C. FLOWERING TAMPED POROUS NOTE: 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD (WELL DRAINED) D I G 2'(M I N.) 0 JOHNSWORT CONTAINER LOW SHRUB DEPTH TEST SHRUB & EVERGREEN PLANTING DATE BY DESCRIPTION APPROV. BY 0 0 CsAF 10 CORNUS STOLONIFERA ARCTIC FIRE YELLOW #5 5' O.C. FLOWERING SUBGRADE HOLE TO VERIFY N.T.S. ARCTIC FIRE YELLOW TWIG DOGWOOD CONTAINER SHRUB ftor WELL DRAINED REVISIONS SUBGRADE 0 IgC 5 ILEX GLABRA 'COMPACTA' COMPACT INKBERRY #5 5' 0.C. NATIVE N/k MATERIAL TOWN OF SOUTHOLD OR ALT. KALMIA OR ALT. MOUNTAIN CONTAINER FLOWERING SUFFOLK COUNTY, NY LATIFOLIA LAUREL EVERGREEN E 0 SPORTS EAST RECREATIONAL FACILITY LO, Q), Igs 12 ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' 0.C. COMPACT EVERGREEN SLOPE PLANTING CARROLL AVE., PECONIC (N 0 HT., B&B EVERGREEN o 0__ SsTB 98 SCHIZACHYRUIUM THE BLUES LITTLE #3 3' 0.C. ORNAMENTAL N.T.S. I SCOPARIUM 'THE BLUES'- BLUESTEM I CONTAINER I IGRASS (D yo LANDSCAPE PLAN (NORTH -WEST) Of NEW E 4" DEPTH �OPSOIL AND SOD X• 3" DEPTH MULCHED D FESCUE/BLUGRASS MIX) PLANTING BEDS AS SPEC. . . . . . . . . . . 0 10 20 0 Feet L. K. McLEAN ASSOCIATES, P.C. 4" DEPTH TOPSOIL AND SEED MIX FOR NATIVE/NATURALIZED TURF AREAS (WHERE MOWING IS CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ANTICIPATED) SEE SHEET Q) No. PL2 FOR SEED MIX SPEC. & EROSION CONTROL DETAILS THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITSSheet No. 0 L__ I ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: LMY/CFD Scale: AS NOTED 0 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS rrs 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 Drawn By: LMY Date: JUNE 2022 PROFESSIONAL ENGINEER MUST SIGN. SEAL DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE PL3 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW cn SECTION 7209-2). 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 SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES _.,:.. I \ f._�Y_�•; . , `_.-t_t..\\T1 l � \- ..._._._._,.... \ � j .-.. RED POINTE MAPLE ArRP ACER RUBRUM 'RED 2"-2.5*' DECIDUOUS_ s_ POINTE' CALSHOWN SHADE TREE AIC 1 AMELANCHIER LAEVIS CUMULUS 2 -2.5„ AS NARROW 'CUMULUS' SERVICEBERRY CAL. SHOWN DECIDUOUS TREE GUS1 GLEDITSIA TRICANTHOS SKYLINE HONEY 2„-25 AS DECIDUOUS 13 Pa INERMIS 'SKYCOLE' LOCUST CAL. SHOWN SMALL TREE Qr11 JV 2 QUERCUS RUBRA RED OAK 2.5"-3” AS DECIDUOUS �i DR,AIIVA PG SIN_ 2 Am I CAL SHOWN SHADE TRE Vi � 25 NORWAY SPRUCE - H 0 0.c EVERGREEN \ g&g TREE , 3;�3 ; ' Amt \� i -” ~�\ 1.-,-- ''�'- 1 ArRP `�' PS 1 1 PINUS STROBUS EASTERN WHITE PINE 6'-8' HT. 10' O.C. EVERGREEN r 1 GtIS , 5 RaLG � B&B TREE ._fi r- C Y CRYPTOMERIA JAPONICA YOSHINO JAPANESE 6'-8 , B&B 10 O.C. TALL .��1 ���—;' ��` L�1 �L ---�~�_~ 1 %_'__,;=�-_ yt l 9 H x H � 10 YOSHINO OR ALT. THUJA CEDAR OR ALT. OR10 EVERGREEN 6 DrRW 4.0' �, OCCIDENTALIS 'SMARAGD' EMERALD ARBORVITAE CONTAINER HEDGE \,(NP•) `� v' 1 2 Pa JV 20 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8}, #5 10' O.C. TALL \V � '� CONTAINER EVERGREEN ae�ol l Am 35 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' O.C. HEDGE RUIT NG 4.0, v' DrRW 23 DIERVILLA RIVULARIS LOW BUSH #3 3' O.C. FLOWERING (TYP•) _- .-fir__ �, BU-BEE WREN HONEYSUCKLE CONTAINER SHRUB f,:.\----- ' /�/ \ � - � `� HxH 23 HYPERICUM x 'HIDCOTE' HIDCOTE ST. 3 3' O.C. FLOWERING JOHNSWORT CONTAINER LOW SHRUB RoLG 5 RHUS AROMATICA. GROW LOW SUMAC ' O.C. LOW SHRUB #3 3 U ~- ' -_-~_�--.__ \ 'GRD LO' CONTAINER CsAF 7 CORNUS STOLONIFERA ARCTIC FIRE YELLOW #5 5' O.C. FLOWERING 1 GUS ill DrRW , -'- ~"' -~- _ ---- �- / ARCTIC FIRE YELLOW TWIG DOGWOOD CONTAINER SHRUB 0 I - ___. 26.0 20.0' �.-1 -j ~-� - l.__-- °~�r' %� -- t\-- "-'-~~ - - _._f�`;--- ~~--% `�' MP 22 MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING Li! I 7 Arn _ CONTAINER� - r� � \ ! CO SHRUB � ~tel-- \;_ IgC 9 ILEX GLABRA 'COMPACTA' COMPACT INKBERRY #5 5' O.C. NATIVE I--.------' /� OR ALT. KALMIA OR ALT. MOUNTAIN CONTAINER FLOWERING LATIFOLIA LAUREL EVERGREEN I f I\ _� � � � � � _ SCHIZACHYRUIUM ' U 4 M p / - _-- t -_.:-..- /--\" --- �- _ �� SsTB 7 THE BLUES LITTLE #3 3 O.C. ORNAMENTAL I-- SCOPARIUM THE BLUES BLUESTEM CONTAINER GRASS •tet �/ ��.�� / � . . . . . . . . . . I- 3 DEPTH MULCHED 5 M �• \l� r _ ; ; ; ; ; ; " ` 4" DEPTH TOPSOIL AND SOD " p `-t ---- - "- : . • . . . . . . . . (FESCUE/BLUGRASS MIX) PLANTING BEDS AS SPEC. --" --_- SEE SHEET No. PL1 FOR PLANTING NOTES AND FERTILIZER/PEST MANAGEMENT NOTES. a r 6 LO0\ VI V Ili L", ..._ TREE- DUG AS PER Q v 1Y B � RECENT STANDARDS FOR D� 1 QRAINAGE �, f\ / ~ ___.1-- NURSEFY STOCK AS -- ~� -- / BASIN C --~-\� "- - -� PUBLISHED BY THE v G ..._- AMERICAN NURSERY & 6 LANDSCAPE ASSOCIATION WRAPPING AS SPEC. 3 MULCH AS SPEC. TO BE SLIGHTLY -- TREE FLARE AT TRUNK 9 IgC PARKING E 8 HXH t / -f HIGHER THAN 4 HIGH SAUCER (TYP.) SURROUNDING GRADE I-- - / FINISHED GRADE I, PLANTING SOIL AS SPEC. PROPOSED --- NOTE: BUILDING I; - r .__ ... . ..__. -- >� DIG 2'(MIN.) DEPTH � � I- __.__..'----'~� -�'-�- \ � �/ TEST HOLE TO VERIFY WELL DRAINED -/ �-` \//\//\//\//\//\� SUBGRADE MATERIAL -;-% (SEE I_.� __ ._._�._.__ -- � �, _..._- -'-- �__ ROOT BALL \\ \/\\/\\/\\ \, O 6 D rRW �, t ARCHITECTURAL I ----; - - /_. - U PLANS) �� - 3X ROOT BALL WfDTH MIN. --� . 9 iv r 7 : - TAPOROUS SUBGRADE AUG " (WELL DA 4 Mp ___CSAF 4 M 7 Am PROPERTY N.T.S. _ . --- LINE LINE Southold wn 19. / j Planning Board`__ 7 Am Cf) 1 ,0 10.q t` / /_ � \ 8 1 22 MF AS PER COMMENT FRIOM PLANNING DEPT -/__-- / / . 7/25/22 CFD f -- DATE BY DESCRIPTION APPROV. BY _---- \ I t �� o Qr 0 6 H x H ,? .� /_ -~-- - - TOWN O F S O U T H O L D -� O t_ 1 AIC -- -- - SUFFOLK COUNTY NY +� SPORTS EAST RECREATIONAL FACILITY T 5 Mp11 —6.0'— �V CARROLL AVE., PECONIC 1 Qr I % 11 o 10 20 N :'-- -- - _�- --- ~ Feet ��,oF Ew y LANDSCAPE PLAN ( NORTH ) 5 Am _ _._.. _._ _ * �Q s� ,� 0 � • _. -~- 1I�, --- _.._ CLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 '\ THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS r Designed B Sheet No. i \ �— �� ANY PERSON FROM ALTERING ANYTHING ON THE ORANINGS Leh R�s��� 9 r LIMY/CFD Scale: AS NOTED N �j ANO/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS FIT'S TJ'l �� ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE /� DO M AT C H L I N E D e DPLANTING PLAN UNDER THE DIRECTION OF A LICENSED PROFESSIONAL �t1n � s�p�1�� Drawn By: LMY Date: JUNE 2022 PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND< DESCRIBE THE FULL �Tj/ *�l�`a P L 4 SCALE: 1 "=10' DRAWING AND/OR IN S ECIFICATIONNOF THE ALTERATION ED. LAW U) SECTION 7209-2). Approved By: RGD File No. 21039.000 MATCHLINE D DP ANT MATERIAL LIST I - -- "� SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES fl— " "f (-- ArRP 1 ACER RUBRUM 'RED RED POINTE MAPLE 2"-2.5" AS DECIDUOUS r,.:.." ��� ..___.-. ! POINTE CAL. SHOWN SHADE TREE t ti AIC » „ 1 Qr / _ 2 AMELANCHIER LAEVIS CUMULUS 2 -2.5 AS NARROW �' -- ��- - » ' 'CUMULUS' SERVICEBERRY CAL. SHOWN DECIDUOUS al:tAGt� � ... TREE 7 IgC 7 CcA WHITEBUD REDBUD -BA :IN- � m�/ � 2 CERCIS CANADENSIS 2 -2.5" AS DECIDUOUS 8 RaLG _ 'ALBA' CAL. SHOWN SMALL TREE GUS GLEDITSIA TRICANTHOS ' 1 SKYLINE HONEY 2"-2.5" AS DECIDUOUS PROPOSED !- "" INERMIS SKYCOLE LOCUST CAL. SHOWN SMALL TREE BUILDING 8.0' w ._~/_ ~�� � O 4.0' _... _ Qr 2 QUERCUS RUBRA RED OAK 2.5"-3" AS DECIDUOUS (SEE (TYP.) (TYP.) / - ». .__-,-_ - - CAL. SHOWN SHADE TREE ARCHITECTURAL � � _. -- � _ PARKING AREA I 16 Am I \� - 1 - Pa 12 PINUS ARIES NORWAY SPRUCE 6'-8' HT., 10' O.C. EVERGREEN PLANS) 1 1 CsAF �, ; _. __� �0 � � .._._ �� TREE B&B EVERGREEN PINUS '- 10' 0 Ps 1O NUS STROBUS EASTERN WHITE PINE 6 8 HT., .C. TREE l -Y 19.5' 1 �I _.__ f I /� J (�'p ) �, I �� CjY 1 CRYPTOMERIA JAPONICA YOSHINO JAPANESE 6'-8' B&B 10' O.0 TALL / f ' 8 Mp 7 DrRW 1 _ ..___.(- '» � y YOSHINO OR ALT. THUJA CEDAR OR ALT. OR #10 EVERGREEN S.a' -' - »y OCCIDENTALIS 'SMARAGD' EMERALD ARBORVITAE CONTAINER HEDGE TYP. JV 26 JUNIPERUS VIRGINIA 6 -8 5 10 O.C. TALL NA EASTERN RED CEDAR , # CONTAINER EVERGREEN 19.5' Z O (TTP ) 6 HxH I\ HEDGE �13.4'� / JV 10 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8', #5 6' O.C. TALL TF �bffjv CONTAINER EVERGREEN —_ - _.. v, � �� HEDGE \ Am 34 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' O.C. FRUITING DrRW 30 DIERVILLA RIVULARIS LOW BUSH #ONTAINER Cd� 3' O.C. FLOWERING 14/ � _ � SHRUB � \ RU-BEE WREN HONEYSUCKLE CONTAINER SHRUB u 7 RaLG `V FxC 8 FORSYTHIA x FORSYTHIA GOLD #3 3' O.C. FLOWERING 14 PvH M 8 FxC 2 CCA — �/ COURTASOL- TIDE CONTAINER LOW SHRUB � O ��,P) 1 1 DrRW `L HxH 12 HYPERICUM x 'HIDCOTE' HIDCOTE ST. #3 3' O.C. FLOWERING f 8 DrRW / JOHNSWORT CONTAINER LOW SHRUB I RoLG 37 RHUS AROMATICA GROW LOW SUMAC #3 3' O.C. LOW SHRUB O o Am `L `f' I GRO-LO CONTAINER 8 . 9 CsAF 1 1 CORNUS STOLONIFERA ARCTIC FIRE YELLOW #5 5' O.C. FLOWERING 19 Jv / O ARCTIC FIRE YELLOW TWIG DOGWOOD CONTAINER SHRUB \411 �� Mp 8 MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING 6 HxH �� 7 CONTAINER SHRUB 1 AIC `V �, `I' VdBB 4 VIBURNUM DENTATUM BLUE BLAZE #5 5' O.C. FRUITING cs 0 BLUE BLAZE ARROWWOOD CONTAINER SHRUB PARKING AREA III 6 RaLG PROPOSED 15'X10' 20'0' W � DUMPSTER ENCLOSURE �l- � TYP. IgC 7 ILEX GLABRA COMPACTA COMPACT INKBERRY #5 5 O.C. NATIVE OR ALT. KALMIA OR ALT. MOUNTAIN CONTAINER FLOWERING � I � � LATIFOLIA LAUREL EVERGREEN W Q' I `� z 7 I PvHM 17 PANICUM VIRGATUM HEAVY METAL SWITCH #3 3' O.C. ORNAMENTAL Q W i 3 Am 12 4' ! �' 'HEAVY METAL' GRASS CONTAINER GRASS l Cn -0 Z \ 1� `L _ : 4 . . , . . 4 4" DEPTH TOPSOIL AND SOD 3" DEPTH MULCHED 4 Dr w ; : : ; : : : : : : : FESCUE B RA PLANTING I RW � , , , , , , , , , , , ( / LUG SS MIX) G BEDS AS SPEC. �� U I �/ 1 4" DEPTH TOPSOIL AND SEED MIX FOR NATIVE/NATURALIZED TURF AREAS (WHERE MOWING IS 19.0 ANTICIPATED) SEE SHEET No. PL2 FOR SEED MIX SPEC. Sc EROSION CONTROL DETAILS Q 4 VdBB SEE SHEET No. PI-11 FOR PLANTING NOTES AND FERTILIZER/PEST MANAGEMENT NOTES. 3 \4/ DISPERSE EACH ROOT MASS INTO PLANTING SOIL. STAGGER PLANTS THROUGH OUT O ! �I 5 RaLG `V `V PLANTING BED. WATER IMMEDIATELY AFTER PLANTING (TYP.) \ -- 2" TO 3" DEPTH MULCH AS SPEC. 13" HIGH SAUCER > r I I v' �, �, (TTP ) FINISHED GRADE 1 r 11 RaLG PLANTING SOIL AS SPEC. / 7 (MIN.6" TO 12" ,s�;::a::. � � DEPTH) Ute:.,•-"�i:k;.- :; ' .k.w ;�_ >°=��*::� NOTE: 2' MIN. DEPTH c ... 1 ( / ' +✓ c::.r'��r. ••44� •` =r.v:v�-.''�''J,++. , �;?'v.:t`,._>x.:'. v' i.� r::, 4.0 �, 12 Pa a _ oll A� r :rk>�',..rr �xr ;:,, w, .; ,,.;.,n.+.' TEST HOLE TO VERIFY �, ROOT MASS �� /\\j\/\/\/ WELL DRAINED o \ `1' �, �' �, v' TAMPED POROUS \�/�/j// //�//�\ SUBGRADE MATERIAL \,\\\ c:j _ Vi SUBGRADE CANTING BE (' ORNAMENTAL GRASS & PERENNIAL PLANTINGS a7 i_T_._.I...............- ; . _ _..... i ! \i\ 1 l K .... '1 `✓ �t' V� N.T.S. \! \ _.... - 4-7..... ...... � � ; f 8/1/22 ,/\ f � / • l l �� � �`\ j//\��r�'1 I���`�������� ` 1MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD ' J A _ ..... _ L._ -._.. _.., l �f/ / �,r� � /� f�:\ � �\f ';�` � f' ,��;'Fj t {'`��; i� i� ,n\ ;�.. f,.... � r\ ...:a,... T _\\\ , r,.,ti.. \_f � � DATE BY DESCRIPTION APPROV BY o _ \�J/ > ��ti REVISIONS „ „ f: ....j � o.o �C- �� ° � TOWN OF SOUTHOLD 0 DRAINAGE BASIN A - .� ad 10 Jv � � � � � � � � _.__...,'... ...... I � TYP. v, � V, N f'\ 7 Jv °J� �� SUFFOLK COUNTY NY ..,.., ......._ __._..._.....ti..... . SPORTS EAST RECREATIONAL FACILITY LINE ITY ERT.........: \ \ / / \ / \ I u u \ LANDSCAPE PLAN ( EAST)\f f 0 10 20 Feet 0 0 . 7 _ ___.__: _ L. �. cLEAN ASSOCIATES, P.C. Chi I'� " CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 7) ~ THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ` Designed B AS NOTED Sheet No. Cil Q ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS �i 9 y: LMY/CFD Scale: PLANTING PLAN AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS RSj► �`� [� S.._ FESSIONAL .. / .,� w ,,, ENGINEER.UNDER EWHER SUCH ALTERATIONS AREDIRECTION OF A LICENSED MADE.E M -��' SCALE: 1 10 Drawn By: LMY Date: JUNE 2022 P L 5 ^l C� " ' DESCRIBE PROFESSIONAL EXTENT OF THE ALTERATION ON THE U PROPERTY LINE (TYP.) DRAWING AND/OR IN THE NSPECCIIFl2TION (NYS ED. LAW Approved By: RGD File No. 21039.000 I P L A N T M A T E R I A L L I S T PROPOSED BUILDING (SEE ARCHITECTURAL PLANS) SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES 8.0' (TYP. I 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 ' 325.0' ' ' 'CUMULUS' SERVICEBERRY CAL. SHOWN DECIDUOUS � TREE GtiS 3 GLEDITSIA TRICANTHOS SKYLINE HONEY 2"-2.5" AS DECIDUOUS INERMIS 'SKYCOLE' LOCUST CAL. SHOWN SMALL TREE _ Or 2 QUERCUS RUBRA RED OAK 2.5"-3" AS DECIDUOUS _ CAL. SHOWN SHADE TREE Pa 5 PINUS ABIES NORWAY SPRUCE 6 —8 HT 5.0+' (Ty�p')_ 9 DrRW �\ ---- � ., 10' O.C. EVERGREEN �' B&B TREE Ps 8 PINUS STROBUS EASTERN WHITE PINE 6'-8HT., 10' O.C. EVERGREEN B&B TREE 4 VdBB 9 FxC 1 1 PvHM 1 1 SsTB 16 PvHM 20 SsTB 19 SsTB _, �z __ TALL 8 Mp 7 PoF 5 CsAF I JV 1 0 JUNIPERUS VIRGINIANA EASTERN RED CEDAR CO 8 , #5 6 O.C. EVERGREEN SHRUB 0 0 CONTAINER HEDGE 19.5' Am 11 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' O.C. FRUITING DrRW 34 DIERVILLA RIVULARIS LOW BUSH CONTAINER 3' O.C. FLOWERING RU—BEE WREN HONEYSUCKLE CONTAINER SHRUB I FxC 22 FORSYTHIA x FORSYTHIA GOLD #3 3' O.C. FLOWERING 'COURTASOL» TIDE CONTAINER LOW SHRUB HxH 25 HYPERICUM x 'HIDCOTE' HIDCOTE ST. #3 3' O.C. FLOWERING 1 2 3 3 . 0 1 AIC 0 JOHNSWORT CONTAINER LOW SHRUB PROPOSED UNDERGROUND SANITARY SYSTEM I RaLG RHUS AROMATICA GROW LOW SUMAC 0 � 1 7 I #3 3' O.C. LOW SHRUB GRO—LO CONTAINER i- --9.0 PARKING AREA 0 W ARCTIC FIRE YELLOW TWIG DOGWOOD CONTAINER SHRUB Li.l M 12 MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING _ W 4 DrRW 4 Arn CONTAINER SHRUB Ld PoF 7 PHYSOCARPUS FIRESIDE NINEBARK #5 5' O.C. FRUITING 0 7 OPULIFOLIUS 'FIRESIDE' CONTAINER SHRUB 4 Mp = VdBB 8 VIBURNUM DENTATUM BLUE BLAZE #5 5' O.C. FRUITING c) 'BLUE BLAZE' ARROWWOOD CONTAINER SHRUB Q 19.0' 19.0' °' E— PvHM 27 PANICUM VIRGATUM HEAVY METAL SWITCH #3 3' O.C. ORNAMENTAL 2 AIC 2 AIC "Q I .2oo 'HEAVY METAL' GRASS CONTAINER GRASS 0 SCHIZACHYRUIUM ;- 4 VdBB ��- - SsTB 50 THE BLUES LITTLE #3 3' O.C. ORNAMENTAL 0 SCOPARIUM 'THE BLUES' BLUESTEM CONTAINER GRASS AIC I U 4 HxH ` ` ` ` ` ` ` ` ` 4" DEPTH 1OPSOIL AND SOD ` 3" DEPFH MULCHED CIL 4 - (FESCUE/B UGRASS MIX) �' PLANTING BEDS AS PEC. 4 FxC SEE SHEET No. PL1 FOR PLANTING NOTES AND FERTILIZER/PEST MANAGEMENT NOTES. I 0 1 Q r G� 1 GUS I 7 DrRW 1 ArRP 1 GtiS I - `' 1 GUS 7 RaLG 7 Am 7 DrRW 1 Qr 7 DrRW 7 HxH 7 HxH 9 FxC 10 RaLG I c� _­ C E 9 A/ / r 77 > > r — 1 - — —...._.. ._ _.. . ... _ .. r.._ T- ;r -- T —\i - \7 \.^ T \7 7- y� T \ f \ \ 1 r R f\ ! \ \ ! IC :\f` inti �j.. • ,......... ` _ ...-...... - ._ \1... f� \!, --- Q� \ r \ / \ \ ` a ..., .___„,.j �.._._....�. .—...r...____.. ____........._.......... -{ >' v \' \f \:f \f tir > l j f ! f \. \ , : I \ , \ / \ r > r I ! \, Xf \/ \_...\..._.._.\� \f\ f _A \� t, r \ \ > \. \ /\ � l� \ / > t f r \ / / > r �3dAC1V�AG BASIN' A'!! _i �_. \ /\ fI�_.._. ._` _....... r, f� _... r ° I .� .� \120.0' \1/ \I. \/ \I/ \� \V �• _ 8 Ps \I/ TYP \I/ \lr \tr 10 JV 5 Pa \I'0 \/ 04/ 1 R E C E I V E E) AUG 3 2122 \ \ f f \ r! i \ I f t ! l ! \ I \ 1 ' 1 > I. \ — #.... \._ S\ :._. ..... a`- 1 c'... ..._\:......._.._ii _ ! �': _ �_......._.. .....__ ..... / \I f f r \I r / i > \f \f j / \ t! \ \ > l \ > \ > > \ \ > � > ! _ __... .._......., -\ \ __ .....-...- f 1, ! --- - - -- \ r \ r r r \ \ r \ \ r. �.\.._____... \ .1.______r.—.._... s..._._._.y......._._�I \� ` \..... ` / f f/!�,-�`-+/_// ..... ... \\ Jffy�`/ ff f/ fJ�(�`rf (J( 1 f),(' ,\rJ,r \ \ \ ,\ F\.............\__.._.._.�......._....., _.. ...._— \. ......,. �. f lr ........ / j// \ \\\\\\\ //fj( {J/ \....f..!..........>...f \\ f I \ f /\ j }� _..........T __ _..........:. .__... _ _ ...M:. 1.___._. �._._..\. \.___. ._..... \...._. �..._ /.._ a \��f \\ / \! �\\ \ 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD U . ........_ _ .__..... ............. _._...__. ._........_ .... ._.<..._...... ,. ! I - \ f ! f ...j >_ �'; / / f _ DATE BY DESCRIPTION APPROV. BY c� 0 REVISIONS 0 _ TOWN OF SOUTHOLD SUFFOLK COUNTY NY / I PROPERTY LINE (TYP.) --� ' n O / SPORTS EAST RECREATIONAL FACILITY Ln I CARROLL AVE., PECONIC N O - - _ __ � Of NEWy LANDSCAPE PLAN SOUTH - EAST) _ - Feet - o .y L. K. McL A ASSOCIATES, CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 -0 (� a) TMANY PERSONNFROM ALTERNLAW OF THE SrAANYTHING ON THEYORK DRAWINGS PROHBITS Designed r LMY CFD Scale: AS NOTED Sheet No. G PLANTING PLAN AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ICS �O^ r�ss B / UNDER THE DIRECTION OF ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALT �penF �19� Drawn B LMY Date: JUNE 2022 SCALE: 1"=1 O' �r�N((JJ eCwN y PROFESSIONAL ENGINEER MUST SIGN. SEAL, DATE AND 4+a 1 Q / DESCRDRAWIBE THE FULL AND/OR k9 THE E SPOF ECl�HE ALTION(AATI NON THE - (n SECTION 7209-2). Approved By: RGD File No. 21039.000 ATCHLINE A-A ! PLANTING PLAN SCALE: 1 "=10' - - - - - - — � — � - - — - - — - - 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 SPACING NOTES 1 GUS S 6 RaLG 0 10 zo ArRP 2 ACER RUBRUM 'RED RED POINTE MAPLE 2"-2.5" AS DECIDUOUS 6 FgC 7 VdB13 Feet POINTE' CAL. SHOWN SHADE TREE ECIUS (D AgAB 3 GRAND FLOIRA x AUTUMN SERV CEBERRYLANCE 2"-CAL.2.5y' SHOWN DSMA DUO BRILLANCE PROPOSED AIC 2 AMELANCHIER LAEVIS CUMULUS 2"-2.5" AS NARROW 1 AgAB v, `l' BUILDING 'CUMULUS' SERVICEBERRY CAL. SHOWN DECIDUOUS / 6 FxC {SEETREE CcA WHITEBUD REDBUD AS DECIDUOUS(D 5 CERCIS CANADENSIS 2 -2.5 SHOWN � PLANS) I 'ALBA' CAL. SMALL TREE 5CsAF CfCP 3 CORNUS FLORIDA CHEROKEE PRINCESS 2"-2.5" AS DECIDUOUS 6 Am _ I 'CHEROKEE PRINCESS' WHITE DOGWOOD CAL. SHOWN SMALL TREE r GUS 1 GLEDITSIA TRICANTHOSSKYLINE HONEY 2"-2.5" AS DECIDUOUS //8.01 I INERMIS 'SKYCOLE' LOCUST CAL. SHOWN SMALL TREE (TYP ) I Qr 3 QUERCUS RUBRA RED OAK 2.5"-3" AS DECIDUOUS • ChP `I' r' CAL. SHOWN SHADE TREE X8.0 (TYP. '� / Pa 7 PINUS ABIES NORWAY SPRUCE 6'-8' HT., ' � fin ' 10 O.C. EVERGREEN 3 POF B&B TREE ® � � � JV 15 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8', #5 6' O.C. TALL 11 FxC -..l CONTAINER EVERGREEN HEDGE DrGE RW ,,t JV 7 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8', #5 10' O.C. TALL \4- 1 CCA v' 45.0 '' CONTAINER EVERGREEN � � FRUITING T NG w Am 20 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' O.C. CONTAINER SHRUB 9 PoF I DrRW 13 DIERVILLA RIVULARIS LOW BUSH #3 3' O.C. FLOWERING 1 CcA RU-BEE WREN HONEYSUCKLE CONTAINER SHRUB r� 5 VdBB PROPOSED 5 VcIBB I FxC 41 FORSYTHIA x FORSYTHIA GOLD 3 3' O.C. FLOWERING R.P.Z�BOX 'COURTASOL• TIDE CONTAINER LOW SHRUB \J' \t. I HxH 6 HYPERICUM x 'HIDCOTE' HIDCOTE ST. #3 3' O.C. FLOWERING JOHNSWORT CONTAINER LOW SHRUB RaLG 12 RHUS AROMATICA GROW LOW SUMAC #3 3' O.C. LOW SHRUB 47 GRO-LO CONTAINER 11 1 CfCP I CsAF 5 CORNUS STOLONIFERA ARCTIC FIRE YELLOW #5 5' O.C. FLOWERING 5 PoF 14.1' 9 IgS ARCTIC FIRE YELLOW TWIG DOGWOOD CONTAINER SHRUB ' 1 MP 4 MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING CONTAINER SHRUB PoF 22 PHYSOCARPUS FIRESIDE NINEBARK #5 5' O.C. FRUITING PARKINGA A III I OPULIFOLIUS 'FIRESIDE' CONTAINER SHRUB VdBB 27 VIBURNUM DENTATUM BLUE BLAZE #5 5' O.C. FRUITING Q J W 'BLUE BLAZE' ARROWWOOD CONTAINER SHRUB 0 `� 1 CCA 4 Am "' ! � z - ' IgS 9 ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 5 VdBB 18 -24 3 O.C. COMPACT C> `U 9 ChP ChP 9 EC PHALOTAXUS H3•, B&B 3' O.C. COMPACT EVERGREEN JAPANESE (PLUM YEW) # HARRINGTONIA PLANTA CONTAINER EVERGREEN OR ALT; TAXUS X MEDIA OR ALT. HICKS YEW Q HICKSII 19.0' 4 4" DEPTH TOPSOIL AND SODI 3" DEPTH MULCHED(FESCUE/BLUGRASS MIX f F PLANTING BEDS AS SPEC. 4_1-� 1 CfCP ) �, , 6 RaLG 4 MP I SEE SHEET No. PL1 FOR PLANTING NOTES AND FERTILIZER/PEST MANAGEMENT NOTES. �I. -5.6' 4 FxC R.O.W LINE f 7 DrRW 0 (TYP.) .0' 8 FxC1 ArRP 1 ArRP Ilk 1 Qr 1 Qr 7 Am a; Vi � vi -•— 1 Qr 6 H x H ---- �� 1 AgAB 1 CfCP RECEIVED e 6 FxC 5 PoF AUG 32022 �, -r,�•, -� -r �I — �- —, — 1 -, Plannin Board ..r .........._�_... _. .._T �!_.. T-� 7 / \ _... ... / / 7 �� t \ \/ 7 g u, \ ` \ \....._�. .....,:.._ ....f._... .._ ,l 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD \ / \ .._ .........%� �........`...__._.. o \ 1 \/ ......�. ---, -----:>.._............... ..m....................__ _.._...._......._.__... �. � .:....._..._. : RIPTION APPROV. BY 5 VdBB ,B �' / :f 1 i 1 i, i : /\7,: 1 ;__.i _ ri ... _�, r1 ..--;,_.._.._. � -— _ ; .........�n %._....\ ._ __�_..__...> ... \r._. /_` — .._.V V � � � l REVISIONS 1...�,:f :.! TOWN OF SOUTHOLD DRAIN GE BAST "A" IF 7 Jv 7 Pa I �- \ ,�� 15 ,1v SUFFOLK COUNTY NY - �• .� �. •� .� .� �• �. �. .� SPORTS EAST RECREATIONAL FACILITY Lf) CU ..........._ AVE., _..........._ _............. o� New LANDSCAPE PLAN (SOUTH ) 1 I :\.......... f ....... ...,... _.............__..___ .. ...__. _ _... _\..........r....�.___ .. _......... _ _�..,. _.... ..._ ._. . _ ...... ......_ . 1 1 ti .� ..._........._..._..................._. _..... ..._..._....._.__....:/\f_ /.....1. / L. K. cLEAN ASSOCIATES P.C. � �.\.. ..... .. _ _ .._ ........___...... .._.._. . ..._...__.� .._..._. .......�_..._. _ ._ ... � 'J — r CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAYEN, NEW YORK 11719 ( THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No.� < .._ ANY PERSON FROM ALTERING ANYTHING ON THEDRAWINGS esigne By: LMY/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS D d UNDER THE DIRECTION OFA LICENSERATIONS PROFESSIONAL t c` Drawn By: LMY Date: JUNE 2022 ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE Jc'h4Q �® — PROFESSIONAL ENGINEER MUST SIGN. SEAL, DATE AND /�f P L 7 DESCRIBE THE FULL EXTEM OF THE ALTERATION ON THE cri PROPERTY LINE (TYP.) —� DRAWING AND/OR SECTION009SPECIFICATION. (NYS ED . LaryApproved By: RGD File No. 21039.000 S 380,071,00r W 573,42 30 — — — —— — — —— — — —— — — —— — — —— — — —— — — —— — — —— — — —— — — —— — — —— — — ——— — ——— ———— ———— — — —— —— —— --- 0 0 0 r l J F - - - -- - - -- - - -- - - -- - --- - - -- - - -- - - -- - - -- - - -- - - -- - - --- - - -- - - -- -- -- - --- - - -- b f- ei U u U U PROPOSED TRANSFORMER ~`\ - 4 ZU - -I7= -- - - - -- - -- - -- - - - - - - - - - - - - - - SU-30 Sin I e Unit Truck PROPOSED TRUCK PATH j PROPOSED LOADING AREA (OUTSIDE OF WHEEL) 0 Overall Len th 30.000ft I ILJ Overall WiN 8.000ft Overall Body K Height 1 3.500ft 7, 7 Min Body Ground" Clearance 1 .367ft Track Width 8.000ft Lock—to— lock time 5.00s Max Steering Angle (Virtual) 31 .800 0 BOX TRUCK DETAIL N.T.S. CO PROPOSED 2 STORY, 45,500 SF, SLAB ON GRADE INDOOR SPORTS j i I I C-) 0 COMPLEX (F.F.=28.50) 61 Cd PROPOSED RPZ INSIDE HEATED ENCLOSURE PROPOSED WATER L4 METER VAULT E 19 'b U r 121, 1� tb �V N Li 0 PROPOSED LOADING AREA 0 0 ti C- :p0 4K, 0 qt "L 'Z-) - - - - -- - - --- ---- - - - -- - --- - - -4 ---z (') 0 0 3, a...._ — _. — — —__ _. — —--- _. — —— — 0 — — — — —— — PROPOSED LOCATION OF SANITARY SYSTEM — 0 C-) b y 4i 0 U 0 0 C- PROPOSED 15'X1O' DUMPSTER ENCLOSURE pt, —— — — ——— — — —— — — —— — — — —— — — --- 0 0 0 0 0 0 L-0 — — — -- > ——— — ———— — ——s——— ———— ———— — — —— — — ------ — — — — — ——— — — — — — — — —— ——— — — — — — — — —— — — — 0 02 ARCI-IFRY PARKING &POST S 38*2720'r W 573,42" AVM3,1721O' 73AVy 0 - - - - - - - - - - - - - - - - - - - - RECEIVED NIF U THE NEAL J, CICHAN17WICZ TRUST AND 0 AUG 3 2022 C� THE SARA CICHAN17WICZ (TOWN OF SOUTHOLD -DEVELOPMENT RIGHTS) Southold—Town Planning Board (D (DE VEL OPE-DI WEL L WATER) THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS AND/ORTHE ACCOMPAWNG SPECIFICATIONS, UNLESS WS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL SITE PLAN ENGINEER, WHERE SUCH ALTERATIONS ARE MADE.THE PROFESSIONAL ENGINEER MUST SIGN, S" DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE C-) SCALE: 1 "=30' DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW 0 30 60 SECIION 7209-2). i 1 Feet DATE BY DESCRIPTION APPROV. BY 0 0 0 REVISIONS TOWN OF SOUTHOLD 0 (N SUFFOLK COUNTY, NY F SPORTS EAST RECREATIONAL FACILITY C) C) Lr0 C� '0-- 0 TRUCK CIRCULATION PLAN *4�� 10 ��9s*;p C\I L. K. MCLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Designed By: MF/CFD scale: AS NOTED Sheet No. C) 0A'S C- " Drown By: M IF Date: AUGUST 2022 T C 1 < [ Approved By: RGD rile Na. 21039.000 _ — S c U jMV -3) V �--— 1 U U I I CARROL A APPLICANT INFORMATION : s� PECONI __�_NY 1 APPLICANT NAME.......SPORTS EAST LLC C/O FINNEGAN LAW, P.C. ADDRESS:.................. BOX 1452 zk � rksx CITY:........................... MATTITUCK 7 4 g SHEET LIST TABLE + � s < � z t' .�'. 1 I �'.. L•, ''"� 1. S! s x. la s SHEET , SATE.....,........... NEW YORK . P SHEET TI TLE > ., NUMBER ZIP CODE: 11952 e F, LE PAGE TIT ,9;. z 5'�" o q Y�..f•, q `� `� ,a- ra ^b: r�.a- .�� 4 d. .............. .;s .l �' h ,:r z$5�.zb �,�� :_'z�c ac% h������ ,,� ' �a b �h �,,;✓"t y /a v�it k�' l,�f r....,..,..�,. s e � L Y r,,t " Al FLOOR PLANS KM 1 KEY MAP PLAN � x C1 EXISTING CONDITIONS PLAN SITE INFORMATION : x C2 EROSION CONTROL PLAN 3¢ on TOWNSHIP C3 EXCAVATION 8c REMOVALS PLAN SOUTHOLD >` x x C4 PROPOSED SITE PLAN HAMLET................ SOUTHOLD r" •- .. , � � C5 GRADING AND DRAINAGE PLAN FIRE DISTRICT..... SOUTHOLD FD C6 UTILITY PLAN l S.C.T.M. NO........... 1000-075.00-01 .00-006.000 (TO BE SUBDIVIDED) C7 LIGHTING PLAN AREA OF SITE...... 232, 175 S.F. (5.33 AC) % C8 TRAFFIC & SIGNAGE PLAN a CURRENT USE..... VACANT > C9 SITE DETAILS PROPOSED USE... PROPOSED 140°X325° RECREATIONAL SPORTS BUILDING C10 DOMESTIC WATER SERVICE DETAILS C11 FIRE WATER SERVICE DETAILS .s IR1 IRRIGATION PLAN S1 PROPOSED SANITARY PLAN S2 SANITARY DETAILS �) P TANSS3 SANITARY DETAILS 2 0 PL1 OVERALL LANDSCAPE PLAN s PL2 LANDSCAPE PLAN (WEST) Estates PL3 LANDSCAPE PLAN (NORTH —WEST) � SPOPRTS W PL4 LANDSCAPE PLAN (NORTH) Southold JUN1 PL5 LANDSCAPE PLAN (EAST) 2022 PROJECT PL6 LANDSCAPE PLAN (SOUTH—EAST) LOCATION PL7LANDSCAPE PLAN (SOUTH) 0 u PeconiC cn RECEIVED F JUN 14 2022 0 Southol Town Laughing I Planning Board 0 Waters i 0 CD DATE BY DESCRIPTION APPROV. BY M East I REVISIONS N Cutchogue TOWN OF SOUTHOLD SUFFOLK COUNTY NY r° SPORTS EAST COMPLEX � oF EWy TITLE PAGE o + ST 0 F N CutchO ue � L. K. McLEAN ASSOCIATES P.C. r— CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 LAJ f LOCATION MAP THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS cp ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS �� Designed By: MF/CFD Scale: AS NOTED Sheet NO. N.T.S. AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IPS : 7 7UNDER ON OF A LICENSED PROFESSIONAL cn ENGINEER,EWHERE n SUCH ALTERATIONS ARE MADE, THE n PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Seo Drawn By: MF Date: JUNE 2022 p DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE tl9 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW 4 SECTION 7209-2). Approved By: RGD File No. 21039.000 325'-0" 165,-0. 90'-0" GYM 3500 SQ FT o z 0 WINODWS PING PONGI POOL TABLE o LOUNGE o U U w I of r7 0 L.L cn LL I C9 CAFEar- Q � a 0 0 0 36'-0" a 0 0 z z a°-0° SECOND KITCHEN co-__ FLOORDN-1N i 1, GOLF 0 I 'L BATH SIM ROOMS I 19-112" 325-0" 165,-0" 90'-0" 70'-0„ n TENNIS COURT #1 ; PICKLEBALL TENNIS COURT #3 4' DEEP ICD 75-0" SWIMMING � ------ --- � �o -- POOL o , I U POOL 1 EQUIP MENS > ! NUPNr., ; LOCKERS/ U BATHROOM N f SHOWERS SOCCER FIELDICD MULTI SPORT c --- 0 COURT woMENs Ln Cn °J LOCKERS/ BATHROOM CS N o I a SHOWERS U , U 54'-0" 36'-0" i _ ' N w RECEIVED PRO r.- �__._-. � i SHOP C" I JUN 14 2022 w I Sout of Town _ OFFICE YOGA OFFICE YOGA OFFICE YOGA UP Planning Board °a ROOM 1 ROOM 2 o ROOM 3 N N ILZ7 N N00 5-0 31 -42" 0" 34-22 15'-0" 29-102DATE BY DESCRIPTION APPROV. BY 0RECEPTION REVISIONS TOWN OF SOUTHOLD FIRST FLOOR SUFFOLK COUNTY NY 0 u o � SPORTS EAST COMPLEX ---- 0 0 L -0 r T FLOOR PLANS N c FLOOR PLANS L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 r� SCALE: 1"=20' THE ANY FROM ALTERING STATE OFG ON YORK DRAWINGS I S Desi ned B OF THE NEW AS NOTED sheet No. AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS WS 9 y' M F/CFD Scale: c- UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE.THE ROFESSIONAL ENGINEER MUST SIGN, SM DATE AND Drawn By: MF Date: JUNE 2022 AlTIONA (n DDRAWING AND/OR IESCRIBE THE FULL THE S EancAmON(ANYS EDN AWE SECTION 7209-2). Approved By: RGD Pile No. 21039.000 Top of Roof -4' -b Second Floor Ceiling rh 2nd Floor –011 L--L-A...............11 1st Floor off ................ .......... ........... --------- North Elevation ....... 111611 = 11-011 Top of Roof -- --------- 34' - 0" Second Floor Ceiling d........... .......... .......... 221 - 011 14 1/2" "sports east 2nd Floor 111 - 0 [ED 10 LLD ID LL11 1st Floorgl-\ 0' - 0" South Elevation ��l 6" 1'-0" .. ......Top-pf Roof-o- oft 1 3/4" 0 4-1 0 Second Floor ----------- 7- Ceiling cr) M! 221 - 0i it 10 C O q 2nd Floor At U 111 - 011 0 0 1st Floor > East Elevation U .............. --- ----- 3/3211 LLJ cn V) (D 0-) C) 4- 0 Top of Roof IQ7 341 - 011 U CD RECEIVED Second Floor CIO eas 0 Cei Ii nq T7 M 2 W Southold T— own U) Planning Board T 0 0- i II IT 0 rh 2nd Floor DESCRIPTION APPROV. BY DATE BY 0 j 0 11 0 0 REVISIONS TOWN OF SOUTHOLD 1st Floor SUFFOLK COUNTY, NY E ................ U 0 (D '— SPORTS EAST COMPLEX o 0 L n ---��-West Elevation 3/32" V-0" ELEVATIONS 0 N L. K. McLEAN ASSOCIATES, P.C. -0 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. J-J I rm IM IL 0 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED c- AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS IT'S c cn UNDER THE DIRECTION OF A UCENSED PROFESSIONAL 71 ENGINEER, WHERE SUCH ALM?ATIONS ARE MADE. THE --D PROFESSIONAL ENGINEER MUST SIGN. SEKL, DATE AND Drawn By: MF Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW A2 SECTION 7209-2). Approved By: RGD File No. 21039.000 1 w.....ti.... LATHAM 34890 COUNTY G fROADRAD 48 LLC „ 1 3,1892 COUNTY ROAD 48 LLC . . SUFFOLK COUNTY ! ? - OSPREY i I , I ODMINION CO I I a 34800 COUNTY i w, 1 � ROAM48 LLC ri [ -F 1 r � I 1 r„ ,a N J DORENE ROBERT f PHILLIPS f 1 1r 1 I III e CICiANOWICZ, 1 a ILEX VM LLC, TOWN OF at7tJTH(7L0 d l MARK WALTERS I MARGARET ~ KILLIAN, MARK WALTERS I MTA - LIFtR I �' "' •-- - ., � •I PROPOSED SUBDIVISION 1 _ i PROPERTY LINE I FLORA ANAONOS 4 I. i f 1 t f T F 1 r j t III / PROJECT A(� I 1 t t I ( I SUFFOLK t WILLIAM& � � 1 i � I COUNTY PATRICIA 1 RAYN v KASWELL I MICHAEL DOLTS / t RACHEL t WALTER . d ( f FL.ATLEY STACEY . . .' 1 1 MARC E4°t�I I t I CHARLOTTE MARIO u O I MILLER 1 ! I 1 LISA ROSA � 9 T) 1 = I T I HENRIETTA DAE � 1 1 1 I 11 f > ul t 1 ,_ I ' T .:+e.+.r....r,... _ ....u.. _ ........r.,. w....:. r..r—........rn..r+.. ,..r «........... ... :, .{ CARRCLL '` VE ` , l J I j 1 z n .: .. r SCOTT KRUK HAIRS OI , MAZIE LINDSEY T C�c cn HAYES, t 1 PE LONIC, PARKER i 1 JOHN & INEZ RECEIVED 1 BEYRER cn o F I , I I JUN 14 2022 ' 1 Sout od Td T Fd Planning Board Buildings with Land Usage i Law Density Residential -# I ]AMES & RUTH I ` I DATE BY DESCRIPTION APPROV. BY MTA - HUBBARD Commercial I L1kR s REVISIONS s 1 + TOWN OF 1 DANEIL 1 Not within 200' � � I � L _ _ 1 S0,ITHOLD 1 & LILIAN.4 TOWN OF SOUTHOLD 3 _ I ! AILA ' o Distance trOrn Site Location f � SUFFOLK COUNTY NY 1 p 1 SQOft SPORTS EAST COMPLEX t I � l % � � � i KEVIN TERRY 200ft CHRISTOFORATOS. I' a { 1 ___ ET AL. 1 , Site Location I 1 II � 4 �P� �"£� KEY MAP PLAN I1 STANLEY ZUREK � 5 ® S A. I * o sr n ' * L. K. McLEAN ASSOCIATES P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 JAYNE & 1 THE EDUCATION LAW OF THE SLATE OF NEW YORK PROHIBITS Sheet No. ON � , Desi y MF CFD Scale: AS NOTED Q {� 200 E'e ,. 1 I 1 bVERTON-DAl �" _ AND PERSON TA�z �P>rivnnc sPEcr'FcaT sTM-uNDRAWINGS � N� V Designed B 1 } UNDER TH DIRECTION OF A LICENSED PROFESSIONAL � f .r P 3 I E, THE -1d'SEP PEPPE, PRO I WH ENEGNUEER UCH TS SIGNS SEAL DATE AND 160- Drawn By: MF Date: JUNE 2022 t� dJJN. K M I 1 , �,.....� i I` I 0 60 1 160 1 ' ' DESCRIBE TP1E FULL D(TENT OF THE ALTERATION ON THE rENIY STALL DRAWING ASD/OR IN THE SPECIFICATION (NYS ED. LAW Su Cottllty, UConn/CTDEEP, 5r1, HERE Garmin, Ge T chrlolcl ieS, Inc., US S, ISA USDA _ 1 1 1 Feet I SECTION 7206-2). Approved By: RGD File No. 21039.000 x26.8 I 2. x26.6 x 8.6 x 2&5" 1 > x P7.< 2&6 x x 26,7 2 /I' 267 ' x27.2 %274 / I 26. '/ I X26.7 27.0 ____ 27.0 -_ /l I 7.1 ` 27.0 x 27.7 P7.1 X2 I / / 27.0 x X/ I 71 x 26.8 / I \ x 26.7 x P72 P&9 x 1 26., % � � I 270 I I� ,%26.7 I 262 X27,4__ W 573,42 26.6 1 I / X77.1I LEGEND x 271 x _ x27.1 me meI / �� ^ I x26,6 N I / x26.8 Z / x26.6 \ I x 27.1 x26.7 I x272 /272 � . . . . . . . UTILITY LIGHT POLE \ X26.5 -UTILITY POLE 282% (Q �_ / I \ I / \ x 26.7 X / /N �X -0- -2 I /I x26.7 x27.1 X26.6 / I ^ 0-1. .. . . . . . .LIGHT POLE �i x270 / I I x26.9 x263 / / /P&0 v \ x26.9 X2&8 I I J I / I x26.6 27x �� ' 271 \ �._ ® . . . . . .WELL 28.o v \ x 269 I 27. I \ v.2 C') . .. . . . . .SIGN I x 27J . . . . . X26.4 x-lam / x O POST / x26.6 / \��� x272 P7.3 x266 / CONIFEROUS TREE 28.1 1 1 x26., / e I / x27.3 \ / I I x2&5 / %276 X2&4 262 1 x272 DECIDUOUS TREE x 272 \ x x / h J/ /) z27.0 �,S 26.7 EP 'EDGE OF PAVEMENT x2&6 /271 / l / % 2&6 ,L x27,2 SPOT ELEVATION 276 78 X- 27.0 6.6 x (�•fl V' X 27 X274 x26.6 /\ 6' x274 x27.1 I x26.5 x26.1 /26.6 / \ J) N X26.6 I C� / / x X26.1 x264 ' 27.8x 278 X 279 x26,8 26.9 z 26.3' \ 1127x3 I X267 \ / / z262 x26.1 , x 26.7 / x2&7 x2 27.0 x / 26.6 / / z 26.5 7.1 x2&9 ^�1 27.0 x x 271 Ox271 --._�C�7x2&6 \ x27., /2%4 I K x273 x2&0 27.7 (L x 27J / I / / / x 262 /L X ZI x 271 26.8 273 / / z 26,2 27.7 / x I \ x 262 a V 26.7 , / %26.2 26.7 x26.9 2&6 x x \ # ' / /I I I x2&7 / I ' 2&8 I 2 x274 x27.3 / %2&< 26.2 ~ ' x 27., I x 26.3 I I \ I x27.6 # x27.5 x27.3 x26.}I 2%.6 x 258 X 26.8 274 I C 27 ~ % I I / 26'0 x� x 2&/ 26.0 / \ \ P7.0/ I X I x 270 X25.8 x 26.9 x26.9 / \ 26.0 x� 25.9° �'2 /cl--- x268 260Ir 26.0 %256x27.3 x26.5 26.3 P&2I 29252&9 X7.6 _ 0 x27.3 x27.5 I I \ x26.9 x2&0 /26.7 / ' 259 x 456 �„/x 27.0 X t.(�~`^J/ x 273 /\/ % \ } x\x x`x�S 26.8 % I27X I x271 / I25iX x262 ) x259 \ x26.3 \ �� 2&3 x V 2J'7 mg Cb I b 276 x274 27.11 / O I I x P7'\ /26.6 %X 26.1 /53 x 26.2 - _ O X 26.6 I ` x257 26.6 x26.6 2&3 �O 26.7 \ 5.2 \ I 1 IX264 26.3 \ 27.9 x .9 ' 26.8 2&6 / P&S X26.7 V % I I N x265 x 2&5 P7.6 x / \ I X 7 h 80 I / I X25.8 / N // ^ O / 27,3 I 271 x259 _ x272 x26.8 x26,8 x25.9 26.2 X07.0 x27.2 x273 x27.3 X X 127.5 I N70 / x26.5 1 x2&1 x26.3 7[26.3(2&7x26.7 273 x �iX27.1 X26.9X26.8 r27.6 27,5 x 6 �� 1 /. X27 7.4 x�4 x26.1 / 26., _j •\,V X /Im 11 x / I X256 X257 ,AV O /?�� \ I I /I\/•\l� f1�./ / x257 x25.6 R71l ,/_ x2&0 P7.1 I I X2&7 \1 \ 26'7 x X 257 \ r /I 270 x e6s 26s \ X26-3 xP&< NOTES X 0 \ 26.8 X Px 225.3 X24.723 c X.7 x 26.6 x26.8 27.0 '� 270 / 27.4 ry x x__ X 273 I .� 267x 27.3 x 263 24.,6 P7.8 X W x I 8.0 / 27.0 I X I x26.9 x26.7 X26.6 26"6 '' 264 2&1 \ \ � 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. x26,3 LIPA N7 26.3 26.4 /26.5 2&0 N ��� 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, % 2 I / �-26�- x2610 I l-- X26.6 LONG ISLAND ZONE. 7. � ` I %257 / XX 79 ___�> x27.0 x2& 0i I X2&4 x27.P xg i 2271 x 7, x 9 / \ X2&9 ` I I / 3. ELEVATIONS REFERENCE NA VD 1988(GEOID 12A). I ' 2 / / / \ \, 7 272 x B 27.1 I x26,9 ` x wo I \ X267 x2&3 x26.3 26, / / \ _ 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED 2^� 'X X26.2 x I�x / x262 x262 / LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE / J x26bx 2&6 I x26.° x262 X2&3 Z NEW YORK STATE EDUCATION LAW. / I X26.0 _./ 270 X 72 I x26.9 / X27° x2,1 X27ONLY I X I ' x267 5• Y COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF 27.4 X2618 X26,7 THE LAND SURVEYORS EMBOSSED OR INKED SEAL SHALL BE CONSIDERED TO BE 3 ! xr64 X260 /2&3 II VALID TRUE COPIES. r I I X / 2&2 X.26.2 /x259 X25.9 x2&0 0 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN 1 X2&7 b %2&6 X2&8 ( X2'J x2 %27.1 72 271 I I �i`�'° X2&4 ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS x26'' x 2g �0 \ x I I ' X26.6 x269 I I ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND x2&6 If I / I SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM 3 X \ X2&6 THE SURVEY IS PREPARED AND ON HIS BEHALF TO T PR9 27.5 ` I I x16.4 29J % X279 X26.° %2&3 1265 I x261 %262 HE TITLE COMPANY, X259 259 2&° GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE I I / x257 / X2&6 X259 nx ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE P6.8 27.9 86 2� � � x2&3 2&, 9 S x26.6 _X 5 A 268 267 / % X( sx/ \ X '' x27° X273 x I x I 27° 27� I / XP�X262 ' TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 26 6P Qp x 280 1128.9 x 270 272 276 I Ix \/ x 26.9 x 2&9 x 2&6 I X2&2 I I 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. EP 22-3.� \ 2&7 x273 �� + x / 256 P77-x\ .7 -L6 \ I I I (1' %x27.7 276% 2 7 I I 7126.3 ,( x257 'CDNC, DNC, � 1- -- /I MON MON. / 279 X = TDWN _ _ I I _ _ _ _ _ I I XP55 x25.P 8. THE SURVEY CLOSES MATHEMATICALLY. // �26.8 ARCHERY PAR NG I � I X251 23y9x 255 1 x 26.5 `\ X 273/z227x ��% - - - - -I�-`- - - - - _ _ _ - - _ _ _ , � _ S 38027'20" I�/ 573,42 �� - - - - \ �27.6 x 27.2 X76 27.3 276 - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- �- - - � �- le RECEIVED 1 JUN 14 2022 �I - - - - - - - - - - - - -- - - - - - - - - - - - - - _ N/F Southold Town THE NEAL J, CICrIANOWICZ TRUST AND ` - _ �\ Planning Board / THE SARA CICHANOWICZ \ (TOWN OF SOUTHOLD DEVELOPMENT RIGHTS) DATE- - BY DESCRIPTION APPROV. BY REVISIONS TOWN- -G- SOUTHOLD SUFFOLK COUNTY NY PROPERTY OF SUFFOLK COUNTY REAL PROPERTY TAX MAP NO. SPORTS EAST COMPLEX ISTRICT 1000 TOWN OF SOUTHOLD SEC ION 075.00 LOCATED AT BLOCK 01.00 SCALE: 1 -30 UOF LOT 006.000EXISTING CONDITIONS PLAN PECONIC o 3077. 760Feet TOWN OF SOUTHOLD L. K. McLEAN ASSOCIATES, P.C. UFFOLK COUNTY, NEW YORK �. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKH"EN, NEW YORK 11719 THE EDUCATION LAW of THE STATE OF NEW YORK INd Y/ 9 MF/CFD Scale: AS NOTED Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS •. UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 397 C AREA OF PARCEL = 232, 1 74.8± S Q.F T. OR 5.33± ACRES ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND �+ /�\\`1��. Drawn By: MF Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE \ �SSI�IN DRAWING AND/OR S THE 57209-2),ION (NYS ED. LAW Approved By: RGD File No. 21 039.000 SECTION 7209-2). ' `,� f ; , %' -.•,•.� ! LEGEND: �i..i• L....`J .«.,..�.f. 6Yt ••...1w.>t Zw-� •{'//t. 'S I! / ---- PROPERTY LINE 13 �1 1 .0 — —EXISTING CONTOUR _ .__-. ___ _. ,...._ _._.. ___.. �,.,� w�� } PROPOSED SILT FENCE o r) '11- 0 PROPOSED CONSTRUCTION FENCE 17DGE V-7 •� " \ f {f �� ,� �- 27 PROPOSED CONCRETE CURB 4t 1 tf —15"HDPE— PROPOSED 15" HDPE DRAINAGE PIPE � G) PROPOSED 8 HDPE ROOF DRAINAGE PIPE � 1� ,�,� .��,t{� 2j } �J PROPOSED 100 LEACHING CATCH BASIN PROPOSED 10'0 DRAINAGE LEACHING POOL d r vd Y t Y y' Y 17 .5 l t r ' f J I} ov _..__.__ _. _.___._._� _._...... ..__ � ._._-_ � _._____ ''�. � / � u o-, LIGHT POLE ..._. _. .._.. .. _.-...._._....._.__. . - _= _ moi: ... _ ... .._. _ �"� —.. .---- ---..-,-..�..— _ _—_._..rm;.�:?�:_ ' . �. _ -p- UTILITY POLE .? � ! � i / UTILITY LIGHT POLE _ __ T 7_ i"7ii/" �% ` , , _W. � ; i � : ! C -� f, I / 0 TRAFFIC SIGNAL POLE /� J t' - • ` f I 1 p SANITARY MANHOLE ' f f ` l` �� ,: /J r I l GAS VALVE b t s l ti / IP SIGN } CONIFEROUS TREE p DRAINAGE MANHOLE PROPOSED CONSTRUCTION ENTRANCE W/ GATE Cb ( �I j R ECTAN G U LAR DRAIN I N LET h r f / t ' :•:,J � � I� �\ 6 � •" ROUND DRAIN INLET FIRE HYDRANT 2 WATER VALVE J '~ .� / / J# /�.6� WATER METER 0 TELEPHONE MANHOLE " o Q DECIDUOUS TREE .... •� 1e .(rl"`• tet.J;;,y �^"� sr'"'�,r"i--,�"� I ° � \ � ^" I ( p-g,',� w � .Wwx. "'',y, � !f { � `-T'" �'"�..'`s"�f""" m , �"l �1 / f 00..1!1 , d ♦.l( 1 T26 -- / NOTES: 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 Fri STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN SUBMITTED TO THE AGENCY FOR COMPLIANCE WITH / 7 CONSTRUCTION ACTIVITY REGULATIONS. 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR SHALL COMPLY WITH � µ� r -_.'A ^ s e / �r _ t\ �/ ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE _ ._ �' ;d, ° r rf. l L_f..--..__ ��.G� ._t _ l� '.�_t_..-� .•.0 I _. ::..+ i r'1 CONSTRUCTION. 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO DISTURBING ANY SOIL t 6 + �-"_�o I �j €' b � I �:c�, � � � J � � '^,�.. OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS ti CONTRACT OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND N. REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL O �(1 j ( t \ !� BE DISPOSED OF PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. a l f t t € ^ t•a� t ' jV 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL MEASURES DEPICTED y ,____„-__.___..,. f N p, ;,,• ",... � 26 R ' ' t L+ ARE IN PLACE, AND APPROVED BY THE ENGINEER. f r U �� NI f� I C / (j �1 CJ 5. SEDIMENT BARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL PURPOSES INCLUDING THE DOWN-SLOPE LIMIT OF ALL CLEARED/GRADED AREAS. NO SEDIMENT FROM THE SITE WILL BE PERMITTED TO WASH INTO WETLANDS s t N 0 J � `y AND ONTO ADJACENT PROPERTIES OR ROADWAYS; O 2.6- 6. A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO CR 48. THE CONSTRUCTION ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED; 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM TRACKING ONTO PUBLIC 2 / ♦ I �� _ _ II I 1' �� I jf { L� ROADWAYS. J 0 I JJ((r 8. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME AREAS ARE f � ��'�'��IP ,,,,,--” � �..•____.� � Imo. � _ ��W�� EXPOSED; Ir 9. CLEARED AREAS, EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND 0 ' 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; U 11. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE PERMANENTLY STABILIZED. PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND FLUSHED OUT AS NECESSARY TO REMOVE � �� _:�..;.� _. ._...•,._._..��,,�_M-.--�_ _-. �� :.�_:.-=. -__� .�....�-_-.�� r� _�: .-::__._.._..__.._. __.. -_.".�. ____-=.�=',�_ __-�..._ ._ _ � e f ._. � .,,.V _..._.. ...._.. ANY SILT AND DEBRIS; � Crl C nX +. 3 r--•-••• -- -- - - L t - - _ _ __ _.. .__ ._.. _ _. - _._. -_ ___ _._ -_-- _ __..I_.-_...___ ___ ,_.,._ __-_ __- _-_._ _..... ..__. -__. ._. f 12. TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE EMPLOYED. 13. ALL PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S VEHICLES f 14. SPILL REMEDIATION SUPPLIES (E.G., ABSORBENT PADS) WILL BE KEPT ON SITE FOR ANY TYPE OF EQUIPMENT-RELATED 0 ! ! 1' ~" 0 � i � C I � � SMALL SPILLS THAT MAY OCCUR. t + I E 3 /I G J I N. j 15. ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE, WITHIN THE SILT FENCE TO ALLOW THE CO I —_ `} i i ; 1 N CONTAINMENT OF ANY POTENTIAL LUBRICANT OR FUEL SPILLS. �l 1 +� vLi*- `-` - '-'"• - - � � �. -- -_ - __- - , •--- --- --- -- - - - - - - - - - - - - -'- `- -` v- - - - -- - - -- - 16. SHOULD A LARGE SPILL OCCUR, THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION SHALL OCCUR BASED Li E3 El 0 E3 UPON THE REQUIREMENTS OF NYSDEC AND SPILL RESPONSE CONTRACTOR. %'s 1 r «- 17. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE AND � HANDLING, ETC. SHOULD BE PRE-DESIGNATED AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. SPILL PROTOCOLS "' �� / .2� "`^ -•._ �� -` - _ - - _._ _ i f r7 7 SHALL BE ENACTED. N ✓V^� �t � �-� `✓ •-1. • A,l •+,,,�^vn•"' -•-,,. m.:_- _ -..........„_... ........ P55":6',.7/SX6:%i! t_'Jx¢.yj"t ••. "-......" -w... \ Lel ./�`_ _.... w-•'''"- '"� .�.`W.. `.'^^• ! ltd.'"' f,tp..f'" J 1/` f F:'Na. SITE PLAN - (i ,vl )F1 .1 _�. WA �_. RECEIVE® U) SCALE: 1"=30' 50' MIN.,_„ ^ ♦ W 0 30 60 FLOW _ L '� 78A"MAX. °��ONWJUN 14 2022 C.to C, SmN/EtIT SITETE Feet SLT ,a/OR GASouthold Town a �^ GRADE I�a Planning Board 7� ^ v1 v='r3.:`+Mti r'.•".�.'iwyn`r:'.d:*..�y� �Rv 'r.'`•S�'�'` I5 �' MIN. •-. 0 IMPACT ON NOISE ODOR & LIGHT: SLOPE I I 4" VERTICAL o .�-•�,Ly"' �' ' DATE BY DESCRIPTION APPROV. BY �J ti .Y .X 3J}L4aS^ w jJ .� . t 4uiC? FACE j/ O t :. ^ + ',,.1w n,: I � �. Q ~ ), af"e•.:t.i?':;l+. Zr 0 1. Prior to start of any construction activity, notify II % `` o �:••:•--: ..-c:`•tIV+fw:•�•�'Y• the Town of Southold Planning & Engineeri' g �4 �j? s w' ���t� '` " REVISIONS BEDDING DETAIL PERSPECTIVE VIEW `�;Nr.;r$ Tr) Departments a minimum of 2 business days in •; '• , _0 advance; An inspection is required of the installed �Y,:�.::;�;;{ �•'*` �:;""..grY�t�;.- ��?::,�.;;_���>:•-� � TOWN O F S O U T H O L D N turtle barrier fencing (aka erosion control ANGLE FIRST STAKE TOWARD �-,G� PREVIOUSLY LAID BALE. yc, !� t 36"MINIMUM 2 x 2 SUFFOLK COUNTY N Y �� •C� FEIICE POST a°„smucnoN°+mANtT-rnuroAlbN OF WW ACM 3/4'STONE(MIN)ADM 011 N.Y.STATE 0.0.T.A R GE. /� prevention/silt fencing) by Town Engineers office �^ .c-� �� DLL,O7r(I.�I.XAsOYEofIsr.Ni01AOEFnNOR „ACE + and Planning staff prior to clearing. FLOW WOJEN WIRE FENCE 0 U 3. Construction activities shall only occur from s (6x6 - 10/10 WWF)-------__. SPORTS EAST COMPLEX 0 7:OOa.m. to 6:00 m. on weekdays and Saturdays; z PLAN MEW 0 C FIL-ER CLOTH z L 4. No construction activities are permitted on t r �^ �-, _--- M — j Sundays, year—round, or the following holidays: EROSION CONTROL PLAN a� New Year � 's Day �i��--,� ,Fz. 't r Memorial Day �ti c BOUND HAY BALES Rq R 0 A D Or •ten EMBED FILTER CLOTH PLACED ON CONTOUR MIN 6" INTO GROUND Z A• a * L. K. McLEAN ASSOCIATES P.C. N Independence Day (July4th) ^r a.. ,�,EMRANCE_�I,.AAxa o Labor Da 2 RE-BARS: STEEL PICKETS OR -"I io HAT��/oR nu tme• RJ ABOy[EAsnNo DAOE FOR ORAMAOE N CON 51011E i D OR N.Y.STATE O.0.T.OF CM tD ROA N � Y 2"x 2"STAKES 1.5'to 2' IN GROUND. NOTE: SILc , Thanksgiving DRIVE STAKES FLUSH WITH TOP OF MAOMUM DRAINAGE AREA r ' i CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 9 9 If CROSS SECTION HAY BALES. 112 ACRE / 100 LINEAR FEET f•'1 L_. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Designed B A$ NOTED Sheet NO. 'e 9 y: MF/CFD Scale: Christmas ay ANCHORING DETAIL AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS ` f; 0 SECTION DETAIL ANY PERSON FROM PANNING ANYTHING ON THE DRAWINGS ; ` L NDT7t THE DIRECTION OF A LICENSED PROFESSIONAL �7 97 STRAW BALE DIKE DETAILS TEMPORARY CONSTRUCTION ENTRANC NGINEER. WHERE SUCH ALTERATIONS ARE MADE,THE SILT FENCE DETAILS FESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND �QF ��\. '1 Drawn By: MF Date: JUNE 2022 L SCALE"rs SCALE "Ts DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE \marts, IV SCAB! "TS DRAWING AND/OR INNC THE SPECII CATION (NYS ED. LAW - Approved By: RGD File No. 21039.000 LEGEND: PROPERTY LINE EX. BRUSH AREA TO BE REMOVED S 38*27120' W 573421 10 SUBGRADE CONTOUR EXISTING (-4") CONTOUR X0 27 0.09 X-0.42 X-0.62 X-nzis X-jaa.(��52 �- .38 X-0.40 <-0 5, -0.39 x_0 XO.09 X0.00 PROPOSED GRADING LIMITS 2524 23 4' I/ r 1,11 r1A to EX.04 TREES TO BE X -0.46 DEPTH OF EXCAVATION REMOVED X 0,46 DEPTH OF FILL 0.59 X 0.71 -0.7 X-4.01 X-3.96 X-3.92 X-3,81 X-183 x-4. X-3.81 X-3.66 x-3.90 x 5X-3.65 X 3.62 X-3.68 X-3.85 X-343 X-3.55 X-3.81 X-3,91 1,53 X-0.35 X 0:,)4 x X. i XO 06 23 24EDGE OF BRUSH - UTILITY LIGHT POLE V/1 UTILITY POLE -All 2 . 26 0-1 LIGHT POLE X 0.93-' 93 x 0 07 X 0,21 x 0,09 X-0 02 x 0.06 X 0,23 XO 14 X 020 XO.16 X 9 51x XO 12 X 1 -'11 0.02 x-0.07 - WELL SIGN C) POST 44 \X0.60 X 63 005 XOOO X005 X0,22 X0.35 X029 X043 X0.21 XO 04 X0.02 X019 X0.46 X048 X0.5778 x 0.. .00, X5 -0.01 X� DS CONIFEROUS TREE ij 2 / 3 DECIDUOUS DECIDUOUS TREE b- X 0.42 0,46 X-0.49 0.22 X,)231.p2 1,84 X077 x 0.60 x 1/x x0.53 �0.41 X-0,61 M7 X 1 �3XO,92 X0.6 1 x 2 x0,17 X1.97 '11.03 LIMIT OF PROPOSED I BUILDING EXCAVATION 1. THE CONTRACTOR SHALL PERFORM ALL REMOVALS AND RELATED WORK AS SHOWN ON THE >, N- DRAWINGS DESCRIBED IN THESE NOTES AND REASONABLY INFERRED AS NECESSARY TO COMPLETE X&34 X 0.20 X-0.68 X62 X117 X 2,11 xi X 1.03 x 0.8E T X�\3,63 0 X0.1I � ( 'M THE SCOPE OF WORK. EX. GRASS TRAIL o TO BE REMOVED 2. IT IS THE CONTRACTORS RESPONSIBILITY TO THOROUGHLY INSPECT THE SITE IN ORDER TO VERIFY ACTUAL CONDITIONS AND FULL SCOPE OF DEMOLITION WORK AND REMOVAL REQUIRED X0.09 X0. X-0.77 X0.60 01 X 2.20 X 1.22 X 1.21 X 1.12 :< 0 X-3.4 .43 X1.04 Ica PRIOR TO BID. / / \ N I \- EX. WOODED AREA TO BE REMOVED K 3. THE CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES TO REMAIN AND PROVIDE REASONABLE AND ADEQUATE PROTECTION FROM DEMOLITION WORK. 60 X 0.24 X 08 X-0.8 X&53 X097 7X. GRASS TRAIL k/ X 2.21 X1 20 X 1,24 xi < 9 x- 4. PRIOR TO REMOVAL THE CONTRACTOR IS TO IDENTIFY ALL MATERIALS, INCLUDING SURFACES, TO BE REMOVED Ln C, PIPES, WIRING, CONDUIT, ETC. QUESTIONS REGARDING IDENTIFICATION SHALL BE ADDRESSED TO THE ENGINEER. 0. 1/ X-0.35 X-1.08 -0 4 X053 xi X2.17 X1.06 X1,16 X1.2.1 4 083 Cb W,299S 6 5. THE CONTRACTOR SHALL PROVIDE DUST PROTECTION AT POINTS OF DEMOLITION, AND EXISTING 27 AREAS TO REMAIN. 6. UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR SHALL INSURE THAT ALL AREAS XO.33 x 0,63 0.76 X 0,68 x 63 xi X2.33 X1.32 X1 30 xi 3E i X 0,43 BE LEFT CLEAN. n 7. PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS, APPROVALS, ETC. FROM ALL RESPECTIVE DEPARTMENTS, AGENCIES, COMMISSIONS, ETC. U) X0.63 X1.07 X-0.23 0,66 X 0.78 X11$ X2.0,9 X1.35 X1,16 6 11 1- -4 HAVING JURISDICTION AND SHALL SUBMIT ONE (1) APPROVED COPY OF SUCH TO THE ENGINEER. > 0 8. THE CONTRACTOR SHALL EMPLOY MEANS AND METHODS THAT MINIMIZE VIBRATION, NOISE, DUST, 7) POLLUTANTS AND OTHER DISTURBANCES E X 1,03 X 1.46 X 0.28 x 1.11 x 1. X 1.33 X 1.36 X 1.37 -X l 02 3 1. 5 x 1. X 2.10 1,94 X 2.70 X 2.71 X 2. X 1,60 X1,39 X 2,11 X .32 76 9. THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR SPACES AND ASSEMBLIES (IV 28 rl;,,l 28 ADJACENT TO THE AREA OF OPERATION UNDER THIS CONTRACT. ANY DAMAGE OR DISTURBANCE ti� 27 RESULTING FROM WORK DONE UNDER THIS CONTRACT SHALL BE PROMPTLY RESTORED, 0 X1,34 xt 1 X0. 4 xi 139 X 0.26 X 0.27 X 0.28 x 0,06 010 X 0.31 X 0.45 X 0.73 0182 X1.04 x 9�z REPLACED, OR REPAIRED A NO EXTRA COST OF THE OWNER. P 0.99 0,93 X1 35 X1 35 ><1,37 .32 X10 X1.80 x 1.19 0 X, 41 n1 Z 10. ALL DEBRIS AND ADDITIONAL MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF OD > b 0 z -C) PROPERLY. U fcj x X1.15 X 49 XO 5 0.42 XO 14 X-0 10 X0.08 X-0.02 X-0. X-0.23 x-001 X OM X0.19 X0.33 X0.51 x 0.60 X0.72 X0.79 x X0.70 X0.86 X0.85 X1.03 X0.84 X 0 59 X1.24 X0,89 .02 11. PROTECT, REROUTE, ALL MISCELLANEOUS PIPES, CONDUITS AND APPURTENANCES LOCATED LLI THROUGHOUT THE AREA OF WORK. CONTRACTOR SHALL BE DEEMED RESPONSIBLE IF THERE ARE 0) DAMAGES TO THIS EQUIPMENT DURING CONSTRUCTION. ALL REPAIRS NEED TO RESTORE b DAMAGED SYSTEMS DURING CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY AT NO X' XlA3 � 6 X0 x 0.23 X 0.22 X-&24 X-0.25 x- X-0,41 X-0 34 X-0.37 X 0.218 x-0.01 x&09 \XO.19 X 0.31 X 0.39 1 X 0,37 X 0.44 X 0.52 X 0.75 x 1,08 X 0,58 COST TO THE OWNER. r-- F FO EX. WOODED AREA CNI o TO BE REMOVED b SURVEY NOTES: 27 6, 27 X1.37 115 X0.28 X().(),-, x x X-0.48 X-0.56 X-045 X-0,58 X-062 X-0.55 X-0,40 0.25 X0.08 04 X0.17 X0.34 X0.57 X0.62 X0.33 x 0 90 X°59 XO" 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. 0 4- 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, LONG ISLAND 0 1 N ZONE. U 27 4 X 0,2 x xlu.iu AU 111) Atilu "!, :rc.C2---/x-7U6 A-01 X 0.00 x tj X0 /3 X 01(Ull U.82 xu,93 X X1 00 XO 77 x 0. 26 1 3. ELEVATIONS REFERENCE NAVID 1988 (GEOID12A). 25 I rz A 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND -1r7/1 SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE > x 0,08 -,5 bu X-Tdb X-4.UU X-4712 X-4 , J9 X-3,9b X-4.UU A-3.9(N--,X-3,92 X-:3,/8 X-3 b4\ X-3.2 7 x-3,09 X-2.9( XO 43 XOM EDUCATION LAW. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND (n SURVEYOR'S "EMBOSSED" OR "INKED" SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. X 0. 1 P() V-1 QQ fqj;qa�34&2 )< x 4 -y25- 4 X0A i X-1 71 X-1 si Y-i r//1 V-n Rq y V_n r1R V, 7 X0.01 A=rhm!46. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE Y k1ARXL1&,,' WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK 61j 'Ala- 26 STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY -2- S 38 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 0 ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. U (D NIF 8. THE SURVEY CLOSES MATHEMATICALLY. THE NEAL J. CICHAM7WICZ TRUST AND THE SARA CICHANOWICZ RECEIVED TD WN 0F SOU TH17L D DE VEL L7PMEN T RIGHTS) F w (DE VEL JPEDI WEL L WA TER) JUN 14 2022 -4 M Southold Town 0 Planning Board C) L CD 0 SITE PLAN DATE BY DESCRIPTION APPROV. BY CD REVISIONS SCALE: 1 "=30' 0 0 30 60 Feet TOWN OF SOUTHOLD CN SUFFOLK COUNTY, NY E 0 C) U 9� Cut/Fill Summary SPORTS EAST COMPLEX 0 '0 Name Cut Factor Fill Factor 2d Area Cut Fill Net EG vs EG Stripped 1.000 1.000 494981. 97 Sq. Ft. 6049.78 Cu. Yd. 0. 00 Cu. Yd. 6049.78 Cu. Yd.<Cut ', EG Stripped vs SG 1.000 1.000 185616.30 Sq. Ft. 3877 . 16 Cu. Yd. 3179.02 Cu. Yd. 698 . 14 Cu. Yd.<CU4-> EXCAVATION & REMOVALS PLAN Totals 680598.26 Sq. Ft. 9926. 94 Cu. Yd. 3179.02 Cu. Yd. 6747 . 92 Cu. Yd.<Cut-> 0 'le L. K. McLEAN ASSOCIATES, P.C. C-> CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS 7 97 1� UNDER THE DIRECTION OF A LICENSED P (J-) ENGINEER, WHERE SUCH ALTERATIONS AREROFESSIONAL MADE. THE PROFESSIONAL ENGINEER MUST SIGN, SEM, DATE AND 10 Drawn By: MF Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE C3 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). 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I �F <•.. ..,�1,`�• P' •.♦ `L 6.1 '• :. ♦. ♦• •• -. # , ♦� `� �` <'` • • •. ��._♦♦�i � �A__.._`.-.,....t._.. ♦� � w.!\.�\•:..�..aa\_�1.rA•: � _._Lrr+.�h..Ir �.,. .♦♦•.+.� ..n.•�,_♦:a`�.�♦.-. w.. ,�A.....a�...�aev..a•.'�.. �N�A•.•.Ir��'►�A•�i a� �GA♦...,.�♦`�_,✓�a'�.*..� .•�♦,,. ,!..•`♦/iA'lI�I�A• r '�Aa♦I'��`�iI�::aa�1•♦•w`r ♦r♦��iiPc��..��a•.� ••t:•7I!� �.r:.a'����•T.^^ a♦!•:V'����/i♦!A�I � - • • 1 • • 1 • • ■ • • : M K••• • • • • :Imam I 1111111 WIMIS 1 .1 • • • III II II II (I �'I I�'�II . � . � � • ; • • , 1 1 • • VON., !' • • • l�7' •r • AM • '' • '�. . . �. 9� �.. • -. : r 1 . 1 0 • • • LEGEND: - - S 38*27"2V' V 573,42-' 11 ,/ ! 1 / - - 27 - - \ j - - - - - - - `�- - - - - \ - - - / ---- PROPERTY LINE PROPOSED CONCRETE CURB / -a"HDPE- PROPOSED 8" HDPE ROOF DRAINAGE PIPE ' N RAIN GARDEN B ` 0 / N I \ f O� PROPOSED 100 LEACHING CATCH BASIN I h 28 23 24 l - / \r/ PROPOSED 15" CPEP DRAINAGE PIPE 25 B.C.=27.54 I PROPOSED WATERSHED LIMIT T.C.=28.50 -E E -E E--E--E ' B.C.=28.00 N. CB9 i s PROPOSED SANITARY PIPE c.=28. 4 T.c.=27.97 T.c.=28.28 w- PROPOSED 2 DOMESTIC WATER SERVICE B.C.=27. 4 \ C87 I I T.C.=27.41 E B.C.=27.17 CB10 B.C.=27.7 / 1/ " (� 2 B.C.=26.91 T.C.=27.1 T.C.=28.23 c.=28.50 T c =2s 22 T.c.=28.21 T.C.=28.21 g c.=27.71 T.C.=28.21 B.c.=27.73 / 25 26 l -fs--- PROPOSED 4" FIRE SUPPRESSION WATER SERVICE / C. 8.00 I I B.C. 27.71 B.C.=27.71 , T 23 24 I T.C.=2 .31 B.C.=27.72 t\ B.C.=2. 71 T.C.=28.24 / I E PROPOSED U.G. ELECTRIC B.C.=2 .81 ii/ �`" T.C.=28.24 T.C.=28.24 B.C.=27.74 Bf 27.98 r 8.20 C.=28.42 T.C.�-28.2-4- - 27.74 B.C.=27.74 T.C.=26.24 .•00' / T.C.=28.26 ''-. _2 3s 8 c.-2j 71 PROPOSED LIGHT POLE / �' B.0 27.74 � B.C.=27.74 � I / O C - 70 / T.C.=2 .50 B.C.=27.92 \ B.C.=27.76 B.C.=27.86 I / / B.C.=2 .00 ^ / 1� -- - --- - ® ' ®N�- -- - - - s - - - -- c 28.42 ( '� / PROPOSED TRANSFORMER T.C.=28.42 B.C.=27.92 .=27.92 / a b 1 I c.=27.92 B.c.= 7.92 T•c.=28.42c812 I RAIN / / o-, LIGHT POLE �. _ LT.C.=28.42 T.C.=23.42_] B.C,=27.92 I ARDEN / ^ -p- UTILITY POLE � B.C.=27.92 B.C.=27.92 B.C.=27.92 / N UTILITY LIGHT POLE r O TRAFFIC SIGNAL POLE C / ' C =1 1 /o� / g SANITARY MANHOLE \ / 1 B.0f:2161 _. / 1 ti GAS VALVE Bi.C.=28.36 C6 I I / a CONIFEROUS TREE . SIGN C.= 7.6 .6 %jam .=29.08. T.C.=27.33 r'� B.0 =27. 3 'L. I / / I �2s / DRAINAGE MANHOLE • 27 8 B.C.=26.83T PROPOSED 2 STORY, / r1l RECTANGULAR DRAIN INLET T.C.=28.73 N 459500 SF, SLAB ON ' _ _ _ ROUND DRAIN INLET B.C.=28.2 --/ GRADE INDOOR SPORTS - j N w /t?s f C, tr FIRE HYDRANT T.C.=27.53 ' _ ( � /� /w iia WATER VALVE T.c.=28. , c-=27'03 T.C.=2 .42 COMPLEX (F.F.=28.50) B.C.=2s. C.= .72 /O B.C.= .92 WATER METER 1 C.=27. 2 `T c.=27.50 8 TELEPHONE MANHOLE 2a B.C.=27.00 ' °' / n DECIDUOUS TREE T.C. 28.19 B.0 =27.69 x-26 B.C.=26. 8 T.C.=28.07 / ,b ,O T.C.=28.36_ B.C.=27.57 PETER VAULT B C 27.8 30 B.C.=27.86 / T.C.=28.87 T.C.=28.37 T.0=27.87 T C T.C.=28.37 � rB.C.=27.87 B.C.=27.87 B.C.=27.87 =27.57 ;. w- 1 B.C.=27.87 - 8.15 (811 �_ Q T.C. 2 .37 / B.C.W. \ E-E�-E-E--E - �- -a- T.C.=28.38 \ o! B.C.=27.87 010,01011 B.C.=27.88 TC -281 8: _27:96 b O = REQUIRED DRAINAGE CALCULATIONS: PROPOSED DRAINAGE CALCULATIONS: T. =28.24 - _ .�. .... r° B.C.=27.6 3 CB1 THRU C85 BASIN A CB THRU 65 ROPOSED Z B.C. 27.74 --� INSIDE HEA D / 2� `B.C.=2�:$7 T.C.=28.37 T.C.=28.37 (� 1 C ) =� ENCLOS RE / T.C.=28.37 ° ° B.C•=27,87 T.C.=27.81 ^ �� IMPERVIOUS (ASPHALT & CONC.) = 39 868 SF B.C.=27.87 T.C.=27.87 B.C.=27.87 T.C.=277 T• •- 1 _ _ - ' � a � .�' '� T.C.=28.37 ��• T.C.=28.17 n _ B.C.-27.87 B C =27 87 B.0 T.C.=28.37 B.C.-27.31 / C- 39,868 X 1) 39,868 8,623.83 CF REQUIRED / T.C.=28.58 28.22 / B.C.=27.87 B.C.=227.8 -- 7 B.C.=27.67 a� Q ( " „ / 39 868 X 2 /12 (RAINFALL)= 6,644.67 CF CAPACITY IN BASIN = 6,382.8 CF 1 B,C.=28.08 B.C.=27.7 / r T.C.=28.17 T.C.=28.17 T.C.=27.66 T.C.= 8.20 y 3 (� , T.C.=28.39 / B.C.=27.67 B.C.=27.67 B.C.=27.16 B.C.= ,70 T.C.=28.19 rte /� Q IMPERVIOUS (ROOF) = 11,375 SF (4) 10'0x10' DEEP LEACHING POOLS = 68.42CF/VFX 40 = 2.736.8 CF B.C.=27.69 C=(11 375 X 1)= 11 375 TOTAL DRAINAGE PROVIDED = 9,119.6 CF �1 - B.C.=27. 9 I T.C.=27.74 •� ?� � `� r.� T.C.=28.24 T. 7.72 GD B.C.=27.74 �� B.C.=27.24 B.C.=2 .22 N I \T.C.=27.52 T.C.=27.52 T.C.=27.66 SANITARY SYSTEM N " B.C.=27.16 / ~ 1 1,375 X 2 /12 (RAINFALL)= 1,895.83 CF CB6 CD \ B.C.=27.02 B.C.=27.02 PERVIOUS VEGETATED = 5,000 SF i} C.=28.25 T.C.=28.22 \ C.=27.73 T.C.-2 . 9 T.C.=27.63 T.C.=2 / (VEGETATED) 1,394.83 CF REQUIRED e27.75 B.C.=27.72 B. .-27.23 I B.C.=27. T C _ B•T.C:=27.49 B.C.=27.13 B.C.=2 4 C=(5,000 X 0.1)= 500 --J y 500 X 2" 12" (RAINFALL)= 83 3 C (2) 10 0X1 1 DEEP LEACHING POOL = 68.42 CF/VF X 22 = 1.505.24 -j C.=26.99 /"� y / ( ) 3 F TOTAL DRAINAGE PROVIDED = 1,505.24 CF w T.C.=27.18 ° TOTAL STORAGE REQUIRED = 8,623.83 CF 3 J T.C.=28.10 •5 T.C.=27.18 B.C.=26.68 T.C.=27.41 /^ CB5 / BASIN B (CB7 THRU CB10) � � + .C.=28.14 B.C.=27. T.C.=27.57 B.C.=27.0 - B.C.=26.68 B.C.=26.91 B.C.= 6� / i CB6 C.=27.64 B.C.=27.07 T.C.=27.14 1�. T.C.= 0 I B.C.=26.64 0 V T.C.-26.94 IMPERVIOUS (ASPHALT & CONIC.) = 7,500 SF 5,125 CF REQUIRED �1 T.C.=2 4 T.C.=27.51 T.C.=27.14 /f^ 27.40 T.C.= 30 B.C.=26.44 C= )- CAPACITY IN BASIN = 3,974.9 CF v / B.C.=27.6 B. 7.04 B.C.=27.01 B.C.=26.64 T.C.=27.39 C.026.90 `_/ �'� B.C.= 6.80 (7 500 X 1 7 500 ' I _ B.C.=26.89 _ 7,500 X 2"/12" (RAINFALL)= 1,250 CFPOOLS = 'A \ B.C.=27.69 CB1 �� I CB2 C84 T.C.=27.16 B C.=26.55 6, PERVIOUS (VEGETATED) = 8,690 SF TOTAL O DRAINAGE EPROEVIADEDING 6,027.5 CF8 42CF/VFX 30 = 2.052.6 CF ^rte` T. 7.1 B.C.=26.66 N C=(8,690 X 0.1)= 869 E- u p� \ T.C.=28.02 869 X 2"/12" (RAINFALL)= 144.83 CF BASIN C (CB11 THRU C812) B.C.=27.52 25 / TOTAL STORAGE REQUIRED = 1,394.83 CF 5,441.25 CF REQUIRED CB7 THRU CB10 CAPACITY IN BASIN = 4, I657.77 CF �( , IMPERVIOUS (ASPHALT & CONC.) = 19,320 SF (3) 10'0x10' DEEP LEACHING POOLS = 68.42CF/VF X 30 = 2.736.8 CF > �d4 ` II �� ,m"� J. \v0/ `�/� RAIN GARDEN A \VO/ �`° II C=(19,320 X 1)= 19,320 TOTAL DRAINAGE PROVIDED = 6,710.37 CF U +�%1 r �' 19,320 X 2"/12" (RAINFALL)= 3,220 CF L(Q �' X27 LLA � _- 23 24 25 IMPERVIOUS (ROOF) = 11,375 SF .4k u z se I C=(11,375 X 1)= 11,375 TD cNF;�r ���� .�� - 26 11,375 X 2"/12" (RAINFALL)= 1,895.83 CF N - - - - - - - - - 26 S 38'027"20-f V573,42" / PERVIOUS (VEGETATED) = 550 SF C=(550 X 0.1R 55 55 X TOTAL Sr (TORAGERRI REQUIRED 9 17 CF 5,125 CF y - h,. .:r.r ? , " / -- -_ CB11 THRU CB12 -N/F IMPERVIOUS (ASPHALT & CONC.) = 9,495 SF '` - ` e C=(9,495 X 1)= 9,495 u /r THE NEAL J, CICHANDWICZ TRUST AND ~ -Z� � - 9,495 X 2"/12" (RAINFALL)= 1,582.5 CF THE SARA CICHANUWICZ `` -� ~ w _ PERVIOUS (ROOF) = 22,750 SF (TOWN OF SDUTHVLD DEVELOPMENT RIGHTS) `' C=(22,750 x 1)= 22,750 RECEIVED ` 22,750 X 2"/12" (RAINFALL)= 3,791.67 CF ----. w (DEVELOPED/WELL WATER) ~ PERVIOUS (VEGETATED) = 4,025 SF C=(4,025 X 0.1)= 402.5 JUN 14 2022 /-� ) d Town oTOTAL STORAGE„REQUIRED = 5,4418.25FCF Planning Board L SITE PLAN Q cn SCALE: 1"=30' 0 0 DATE BY DESCRIPTION APPROV. BY 0 30 60 O� Feet REVISIONS TOWN OF SOUTHOLD 0 N SUFFOLK COUNTY NY i E SPORTS EAST COMPLEX 0 0 L � n OF GRADING GRADING AND DRAINAGE PLAN O�,R Srf o L. K. McLEAN ASSOCIATES, P.C. N tom'^ J CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 9 THE EDUCATION UAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 7 � Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS �t UNDER THE DIRECTION OF A LICENSED PROFESSIONAL `1p� / r THE PROFESSIONAL ENGINEER MUR. MERE SUCH ST SIGN. SEAL,TIONS ARE DATE AND � Drawn By: M F Date: JUNE 2022 ( 1.� -7 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE lam./_ J (� DRAWING AND/OR I��OENS720CI�Fl2TION (NYS ED. LAW Approved By: RGD File No. 21039.000 S 38°27'20' W 573,42' LEGEND: PROPERTY LINE PROPOSED CONCRETE CURB ---- - - --- - -- - - -- - - -- - - -- - - -- - - -- - - - - - - -- - - -- - - --- - -- - -- - - -- - - -- - - -- - - - - - —B1'HDPE— PROPOSED 8" HDPE ROOF DRAINAGE PIPE RAIN GARDEN B PROPOSED 15" CPEIP DRAINAGE PIPE 0 PROPOSED CATCH BASIN J - -- - - - - - -- - - -- - - - - - -- - - -- - - -- - - - - -- - - - - - - -- - - - - - -- - - -- - -- PROPOSED - - -- - - -- - PRIMARY Cq ELECTRIC ---------E -E -----E E -E E E —E E SERVICE ILLUI u u IL'LWI u L 0) PROPOSED 100 LEACHING CATCH BASIN 1 / m —s— PROPOSED SANITARY PIPE W PROPOSED 2" DOMESTIC WATER SERVICE FS PROPOSED 4" FIRE SUPPRESSION WATER SERVICE —E— PROPOSED U.G. ELECTRIC r*�Z PROPOSED LIGHT POLE 8--HDPE--�8"HDPE H) RAIN PE HDPE' PROPOSED TRANSFORMER EE IR GARDEN C LIGHT POLE UTILITY POLE CI /-- / All UTILITY LIGHT POLE 0 TRAFFIC SIGNAL POLE 0 SANITARY MANHOLE GAS VALVE SIGN PROPOSED 2 STORY, CONIFEROUS TREE 45,500 SF, SLAB ON 0 DRAINAGE MANHOLE GRADE INDOOR SPORTS C, 09 RECTANGULAR DRAIN INLET -Cu 0 ROUND DRAIN INLET /o COMPLEX (F.F.=28.50) Cd 15 FIRE HYDRANT WATER VALVE PROPOSED -n WATER METER SCWA MAIN a) TELEPHONE MANHOLE EXTENSION I y DECIDUOUS TREE PROPOSED 4- FIRE PROPOSED SERVICE 4" TAP (TYP.) FS FS W W -w- PROPOSED --------E E--E—E -tm E no= Es" ?64 -- - ft ak= �m=E WATER METER INSIDE OF PROPOSED 4" t,: N DT-201 RPZ INSIDE `5 j�� (0-, WAULT m K OF "HOT BOX" 0 0 ENCLOSURE 0) rg� c- C) PROPOSED 4" DOMESTIC t,) n m PROPOSED WATER SANITARY >\ SERVICE ;-L, SYSTEM (TYP.) to) 0 0 C- 0 L==Ji L==iJ L�-jj STER m ENCDUMLPOSURE r) cq Fm7 0 4- �. �n 67M] Fum] L 4- E E ------ E E E C % m 0 —— —— ——— — —— — — — — — —— — — —— — — —— — - - - - -- - - - - - -- - -- - - -- - - - - - - -- - - -- — I 7u .�- � ,V —5 L-0 RAIN GARDEN A u Ja Ld L-L7 ARCHFAIY PARkwiq .-A M-PDST S 38'027"20r W 573,42" V) 0 0) 0 NIF THE NEAL J. CICHANGWICZ TRUST AND u THE SARA CICHANVWICZ (D (TDVN DF S17UTHOL.D DEVELDPMENT RIGHTS) (BE VEL DPEDI WEL L WA TER) RECEIVED 4- F-- co 0SITE PLAN JUN 14 2022 W CnSCALE: 1 "=30' Southold Town 4-1 L 0 30 60 Planning Board 0 0- UTILITYNOTES: Feet (n I 0 1. ALL UTILITIES SHOWN ARE SCHEMATIC AND SHALL BE COORDINATED DIRECTLY WITH THE APPROPRIATE UTILITY COMPANY DATE BY DESCRIPTION APPROV. BY 0 0 2. ELECTRIC PRIMARY (UNDERGROUND) AND TRANSFORMERS BY PSEG REVISIONS 3. TRANSFORMER CONCRETE PADS BY SITE CONTRACTOR CD 4. SEE LIGHTING PLAN FOR SITE LIGHTING TOWN OF SOUTHOLD 5. WATER MAIN - SCWA SHALL INSTALL ALL SERVICE TAPS (FROM WATER MAIN TO METER VAULT) AND METER ON SITE. SUFFOLK COUNTY, NY E 6. THE CONTRACTOR SHALL INSTALL METER VAULT, RPZ-S, RPZ ENCLOSURE AND ALL WATER SERVICES ON SITE (FROM METER VAULT TO BUILDING) ki- Q) SPORTS EAST COMPLEX '0 7. WATER SERVICES INSTALLED MINIMUM 54" BELOW GRADE FROM THE BUILDING TO THE CURB. k n S. ALL WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH l-, (D 10. WATER SERVICE SIZING: NE UTILITY PLAN 0 C. 10.1. FIRE - 4" No 10.2. DOMESTIC WATER 4*1 L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 (D THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. L- ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED 0 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S7 1q, c- UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Cn ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE PROFESSIONAL ENGINEER MUST SIGN. SELL DATE AND Drawn By: MF Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). Approved By: RGD File No. 21039.000 - , S 38'27120' W 573,42' 3 _ _ _ PROPOSED LED AREA LUMINAIRE, LITHONIA �o D LIGHTING MODEL ' 00 + }°° 00 + +oD + oa +° co � � + Do +00 00 � ° + °0 _ - + Do + o° DSX1-LED-30K-MVOLT-SPA-PIRH 00 + 00 + oo + -f 00 + 90 00 + +Do + + 00 + oo + op + 00 } oo + oo t ao + 00 + oo + o + op + 00 +0° 00 + }00 p0 + too + too °° + +°° 00 + +°° 00 I CONTROL-DBLXD + oD +P oo + oo + 00 + oo + + 00 _ � -- - -i` - -°0- - -- - - -- + - -7' - - -- - - - -�- - �- - - - - - - -*� - -7-- - - --� - �°- - s -- - -- -t - -+�� +9 00 t FULL CUT OFF AS MANUFACTURED BY o 4' +00 op t f0° +90 t00 DD +°° -+a0 - too + +°0 +0° 47' +°° 00 + +00 00 + +°° oD + }°° Oo 00 +00 +°o +00 + +0,0 +oD °0 I LITHONIA LIGHTING OR APPROVED EQUAL top 00 } +0p °1 + +Oo o° +Do +00 +00 +°o 00 } +°° tDD + +D0 +oo ° o +P +00 foo +00 00 + +90 +°0 too +oo +00 D0 + +oo I o1 +0° 01 + +00 Do +D +°° oD + + oo + 00 / o° + +00 +ao too D t +Oi +1 tot + + +01 01 + +01 00 + D1 + 01 +00 0, + +°° oo � } +°° Do + too 0 + at + 01 t 00 (� to1 D7 + +91 0 0 + tot 01 + +00 DD t +90 JJJ 00 °1 + 01 t °� + °1 + o° + 01 + 1 + 00 + pOPROPOSED TRANSFORM>rR }°t p1 + }01 01 + +ot °1 + +01 + 01 + o, +G 00 I +°o + 90 D 1 0° + +0° 1 ° (TYP.) +°1 02 + +°1 pt + tp.1 t t°1 +Oz °1 t +01 oz + +°1 02 +D +°° 00 t + 00 + oz + oz +01 02 }°7 + p1 + oz + 01 + 00 00 +°° D° + PROPOSED 4" SQUARE STRAIGHT � O 00 t too + t03 °2 - - } - +°3- oz - �°1- - - ± - +°- - *�z- f0 +03 oa + +ot +oz 04 t +°1 tot 3- + t01 +oo �0 4.90 toD +oo + +°° ALUMINUM POLE MODEL O (7 00 #SSA-14-4C-DBL AS MANUFACTURED ko)27 00 00 +02 f06 OB +OS 05 -� +04 D8 }°�_ t01 O6 +- }M +03 04 *--+' - -t03 - - T -+•VLA 03 + +00 pp +OD +°0 +00 rio t +2 +os t2 + +07 fo8 0 + +°7 +05 J t +°] toa 06 + oe t1.o DB + +9 +03 +06 + +°4 +os 1 + +°° }00 +00 0 BY LITHONIA LIGHTING z O Cn D TTI a +01 02 + + n + - 12 +? oo +0 00 I Z M 0o t +05 10 B3 + +ts B5 + a B4 +' + - L1146,19 +'- 18 B7 +11 17 24 + +00 00 + +0o Z 1z +1 z 4.12 10 B8 + 3D E1 t 00 t �k o1 + +1 z1 + z1 + 1t os + +19 14 t +zo 13 + t13 Do �� � + 00 1p I+ a1 +16 22 + t1s +1 14 + 11 + �+ 00 + 00 + I = (�') C +00 00 + 'f°3 t07 +? +16 12 + }t6 13 + +16 +14 + 10 t 12 t 17 t 01 +1.8 + 14 + 14 t12 f21 15 + t1d 27 17 } +13 f17 15 } +26 t33 / + +00' Z + +92 0.5 t22 t19 15 + +i6 +79 15 + +18 +19 14 +10 +13 +17 } +11 +09 12 t +14 12 f +13 18 f° t00 DD _ +00 +00 5 D t0° +01 92 i6 t19 + }12 75 + t12 14 + +1C 10 +17 +13 09 + +17 +17 + +14 f 22 + 00 C - 19 + 16 15 + +16 14 + +13 + 09 +14 12 +14 t12 14 +? +19 I +01 00 + +° +90 + 03 t 18 f 12 + 11 f 17 ( + DO ' ,�m m +00 t00 D1 +0 +17 1 +1 t11 +12 t12 t2 + +11 D9 t14 +13 10 + + +13 + D +00 3 11 + +19 + } t02 04 + +16 12 +13 t1.3 1 + +13 t12 11 Ip f1 t11 1D + t08 +09 10 + t11 +10 09 + t11 +1d 13 +1 +9' +00 '+00 t00 HANDHOLE = O O r^ 09 t 09 +1 08 f 00 DO Z] V/ t00 +01 01 + t14 +18 t + 10 t 10 + 8 t09 °7 + }1° i0 + 09 10 t 11 + O +0 0 + t03 +09 t15 t1.2 DB } +04 9 O8 t +09 +8 0B t09 +OB 07 40 f° t08 + +°8 08 41 t12 it 1 +01 tD0 C) 00 + / +00 A � h 01 t17 5 + p] t 0] + 7 t 11 + +06 05 t07 +96 °5 +0 +O6 }Qfi 05 t +06 +04 04 + +0 6 +06 +0 8 +10 " +10 +041 +01 DD + t°° I +00 +D� r + 09 t 00 02 ` OS Od p3 + OS f0 + D +0.0 +01 +02 +9 OB +19 +18 +12 408 t +03 +02 +02 t +°6 +03 02 4 +°3 +03 02 + +03 +.2,. 07 +°3 +°3 +04 + 6 +08 10 +P t 7 1 4 °1 + t°11 00 +d 00 B2 +zt 04 D5 } +09 09 +00 +00 / + 00 -,Go +01 +04 4 t08 + t06 +08 +OB °8 t +03 I t01 +°0 +Op / t00 ° GROUT + I too +20 n +0 t0e 7 + +0 IO2 f00 0 +0° - +0 0 +00 toz fi + +1.0 t03 +°3 D4 +0 +°6 fio I t°1 foo DD • -I + 00 +16 12 + OB D7 +05 1 +01 0p + / t00 I I II Q II t t01 03 +O6 + 03 + +10 12 + +00 /DD .�� _I I I- o° + + +04 6 + +63 D1 4 +00 ^? 3/4" X 17"L HOT DIPPED I C D + too +o o +D, o t t1 2 +0 a +. +P D s + 11-6 03 toz +D3 04 + t1a }9 1 02 Otoo +00 / +oo �~ GALV. ANCHOR BOLTS W/ ° 00 + +10 r +00 00 t +°° +oz +D7 07 tos +05 0? + +06 +17 1O + +00 00 "L" BEND (TYP. OF 4) a 1 + I n OG + +00 +00 + +96 +02 +P t°3 +9.5 Ds } +°I +01 00 /+°o +90 h 4X4-W4.OXW4.0 d o + 05 02 + 12 02 + 00/ +00 WELD WIRE FABRIC 9 I + � r +00 too 01 + +°5 toa � oz o; +°4 tos +De f 11 + +oo too J REINFORCING OR EQUAL a 00 +P +°4 00 ( ) O DD t +00 }DDD +°° 2 + + +04 +4 +02 PROPOSED 2 STORY, + +03 +04 +D7 +D8 +01 +°° p� t +° TYP. D4 RY + D0 + � 7 } 07 +03.0- +.°5 +P t03 D 459500 Sf SLAB ON 02 + + foa 04 +D5 +07 + } 1+01 +oa D0 / t PROPOSED 3,000 PSI zo +94 3 + 03 +08 + / +°° {r0/� CONC. BASE a f00 30 E2 t08 � + � + +05 D5 I t00 +00 ( J t00 + 6 +26 +14 +O6 t° t°4 }°3 +02 GRADE INDOOR SPORTS +° t°3 +9 + t° tot �}+0 +00 a os +00 Do I +00 + +i6 +08 +04 +02 COMPLEX (F.F.=28.50) +02 t03 +04 t +06 +°2 I 00 ° DD + +9 0 (w� NOTE: + 9 toe fos DB 1 + + 00 00 I �0 EACH LIGHT POLE SHALL BE Q + t11 D7 406 +04 +92 °a } +96 1 � + _A� INSTALLED W/ PULL BOX t t04 1 00 �1 t°z 03 +os +°7 04 I + +°° I too � AT BASE. +01 14 +G +10 + 1 + +1.° t° tos 03 02 + +°4 toy +°7 I t°1 +po I+°° +00 +07 07 + F t74 +11 t +z + 03 +98 01 too O oe + + tD7 + 1 + tDa 02 + D5 + + °° + °° TYPICAL FIXTURE & BASE DETAIL 01 + 18 + +9 07 + OO I 99 PROPOSED RPZ INSIDE +94 +0'4 07 B11 t +08 D3 03 oq + 8 1 / + HEATED ENCLOSURE +o0 +02 02 + 3 +16 08 + +° 04 +0 +08 +°s 1 +p +90 oa �^ + t°3 +09 16 + +96 +92 + +04 +05 +13 +04 1 01 / + N.T.J. 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DATE AND N0. Label X Y MH Orientation SITE PLAN JUN 14 ZozZ DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE 0 1 A 1409889 324310 20 30$.66 Statistics DRAWING AND/OR iN THE SPECIFICATION (NYS ED. LAW W SECTION 7209-2). 2 A 1409949 324387 20 310.6 SCALE: 1„=30' Description Symbol Avg Max Min Max/Min Avg/Min Southold Town -1 3 A 1410013 324467.9 20 307.38 0 30 60 Parking Area 1.0 fc 4.8 fc 0.2 fc 24.0:1 5.0:1 Planning Board Feet Q 4 A 1410082 324554.6 20 308.16 U) 1 B 1409801 324275.8 20 45.85 Schedule O 2 B 1409670 324422.7 20 53.31 Symbol Label Manufacturer Catalog Number Description Quantity Lumens Per Lamp Total Lumens DATE BY DESCRIPTION APPROV. BY O O 3 B 1409648 324483.8 20 130.09 4 B 1409733 324589.3 20 131.41 DSX1 LED P1 30K TFTM DSX1 LED P1 30K TFTM MVOLT A Lithonia Lighting 4 6,464 25,856 REVISIONS MVOLT HS with houseside shield O 5 B 1409692 324538.2 20 133.72 DSX1 LED P1 30K T4M DSX1 LED P1 30K T4M MVOLT TOWN OF S O U T H O L D 6 B 1409774 324648.3 20 127.44 B Lithonia Lighting 11 6,327 69,597 SUFFOLK COUNTY, N Y N MVOLT HS with houseside shield 7 B 1409828 324711.1 20 127.97 DSX1 LED P130K T4M E C Lithonia Lighting DSX1 LED P1 30K T4M MVOLT 4 6,327 25,308 U 8 B 1409869 324761.7 20 125.78 MVOLT SPORTS EAST COMPLEX 9 B 1410052 324701.6 20 223.26 DSX1 LED P1 30K T2S DSX1 LED P1 30K T2S MVOLT O p D Lithonia Lighting MVOLT HS with houseside shield 0 6,450 0 10 B 1409981 324758.1 20 220.6 I DSX1 LED P1 30K RCCO 11 B 1409745 324338.9 20 48.81 E Lithonia Lighting MVOLT DSX1 LED P1 30K RCCO MVOLT 2 3,943 7,886 ��-0F NElp LIGHTING PLAN 1 C 1409841 324403.5 20 124.77 ARC1 LED WITH P1- F.R� A, N 2 C 1409902 324480.8 20 128.64 f Lithonia Lighting ARC1 LED P1 30K PERFORMANCE PACKAGE, 2 1,376 2,752 3 C 1409970 324564.8 20 129.37 3000K 0 L. K. McLEAN ASSOCIATES, P.C. N 4 C 1410023 324631.8 20 130.1 TOTAL=131,399 i CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 � 1 E 1409912 324812 20 217.04 LP 0 97 �\4 Designed U 2 E 1409682 324338.3 20 135.13 By: MF/CFD Scale: AS NOTED sheet No. ' -C1 F 1409959 324564.1 12 128.85 SIO Drawn By: M F Date: JUNE 2022 (v- / L=2 f 1409954 324557.1 12 125.94 Approved By: RGD File No. 21039.000 11 - 1. -1 �11 I I � "I i 7 7' 1 � I I I 1 7 77,- -7 7 �7/',,,7,,777,�,7� 1: �,_/, � I , , I -, , r " I I I I - _/ I I I I , � � I - I � , , 11 , SIGNAGE , I I I ;, I - " I - � � I � , 9 I 1'�, '11, , � � 1, I " I I I I I , , 11 - 11 11 I I � � FOR , I I , 11 - , ; . I I � I I � I � " ; I ;1 I I I I I I I �, -11 ,1� - � I ! 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I 1 4- ­ �� � I-,�� I - , I I - I I 11 - I - (n I ,'I I I ,;, �-,",,,��,'�,�,: I 11 I z I I 11 I - I - " I 0 ,�� , I ,", , ''�, I -I I I 1, I I I-i-j �,, ""- I I I I � 11,�-, � ,'",- x- " � - I 1, I I 'l I ��,-,�4,,�,` " - I �,, ,�"�", ,',',7,`,� - " ",� '..", � , ��-f" , "., I k�,�', , ", 11 I � I I � � " �� `- I ",, I � ... 11 11 11 L-11 I- , -- - I - STOP SIGN PLACEMENT DETAIL - - , . 11 m 1� 11 1�1 -,,,,�,' �", � -- , �-".... I I '111� I - l �, e I I I -1- ,11 - 111�', - """ �-,,� , I I.- -4- W L, 1, , I I -I �-- -75 - I ,- -1.1......�......� N.T.S. � I I . - 0 R=40" -36"- , 11 1-1.1. (-�- 1 -24*'- SITE LEGEND: - C/� - I . -T I I I 0 � . DATE BY DESCRIPTION APPROV. BY Q . I I I 0 .1 , - . 00 �'q) j iiiiiiiIiiiiiiiiiIiiiIIII-1 -.) . 0 � b� Q ) � ------ --- " 011 REVISIONS O-) SIGN TEXT DATA TABLE 0 hk I j b, rl� � e r1t. N b� PROPOSED ADA HANDICAP - 0 SIGN DESIGNATION DESCRIPTION TEXT SIZE OF SIGN MUTCID NO. I �m I I , ACCESSIBLE PARKING STALL cl� (L X H) 13KGRND, LEGEND MOUNTING . 1-32"- 0 1---,\'f � DOUBLE LINE - FULL BARRIER NY ,--� 1_ R=28" (YELLOW) 9 E 1n G.M. 12- - I - --I- WT,S� PROPOSED SIGN/TYPE " C) �) S1 STOP SIGN 30":X30" R1-1 RED WHITE SIP. ---I 1-12� J Q�(v) -w- A SPORTS EAST COMPLEX N Y� TAND. -f b� S1 0 ,0 E) RIGHT TURNING ARROW ARROW SOLID LINE (WHITE) TRAFFIC FLOW ARROW RECEIVED I - 11 Ill I . . L- I I I I I (WHITE) &HITE -0- --- -- �L _Q N.T.S. - ............- '-- I . I I. 111- %, F N � .......�, N.T.S� N3.& F .... � Qi S2 ACCESSIBLE PARKING SIGN (SEE DETAIL ON THIS SHEET) ! JUN 1 4 2022 CD 12" (TYP.) . 1\ G \ TRAFFIC & SIGNAGE PLAN - I . . - 1, � >- 3'-O" (TYP.) NOTES: C-) . , I �/\ Southold To-wn (z) , \� - NO / 1, ALL. PAVEMENT MARKINGS SHALL * ,-% CN �� 1%�457- %IIII, , t I N �--�. NO PARKING ANY TIME PARKING ����i,�,�`?-) BE IN ACCORDANCE WITH THE L-- Planning Board � o �� S3 12"xl 8" R7-1 D WHITE RED G.M. _ FEDERAL MANUAL ON UNIFORM. r-- I L. K. McLEAN ASSOCIATES, P.C. ANY S.P. TRAFFIC CONTROL DEVICES & - C , C�11 THE NEW YORK STATE C-) � L. CONSULTING ENGINEERS RD., BROOKHAVEN, NEW YORK 11719 1. Tj TIME STOP LINE SUPPLEMENT TO THE FEDERAL rl ... F ,� , , -\\ I N� x I Z--11� n J, z \\ T I I I i-- , I I , � �--, / 11 "I I Ill iE --:, P. - 0- I )� ri � l � � � j - R III, I , I - I I j � "" , , I - I ./i ' " I I \I,A 0 '"W ,qW , "' 11`/ �"" I ., 1" 111,11 x , , , / , I % h%, I I 11 �� I I" I , I 'I: I 0 L .f�t-�--I .,,-� (1) LL4--11, CROSSHATCHING MANUAL ON UNIFORM TRAFFIC �-I Sheet No. - ==j CONTROL DEVICES. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 7 3 .,� Designed By: - (WHITE) ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS . / MF/CFD Scale: AS NOTED 0 1 1 1 1 1 1 (WHITE) AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS IT'S " -E N.T.S. N.T.S. UNDER THE DIRECTION OF A LICENSED PROFESSIONAL I 'I, C: U� ENGINEER, WHERE SUCH ALTERADONS ARE MADE. THE ss -11 , -�D �� PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: -D - FAVEMENT MARKING DETAILS DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE C8 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW cr) I N.T.S. SECTION 7209-2), --- a Approved By: RGD File No. 21 039.000 EXPANSION JOINT =i" 10.0' DUMPSTER(S) TO BE (TYP.) WELDED WIRE MESH 3„ B.C. (BOTTOM OF CURB) 6" CONC. SLAB WITH WELDED d 4I-P ♦ f SUPPLIED BY OTHERS LIQUID AC JOINT WIRE MESH, SEE PAVEMENT/ ♦ • •: J- /° . � SURFACE SCHEDULE ON SITE '' ' d '.• ' 2 x x x x x x x x 4„ !== ASPHALT PAVEMENT p\�G DETAIL SHEET a' +� • `'�` 8' WHITE VINYL FENCEF'1=� I is. AS SCHEDULED ENCLOSURE = Q (SEE TYP. FENCE DETAIL) STEEL REINFORCING #4, Ar A °I 3°� Np GRADE 60 (TYP.) Jq..a..� ':I,/.' I :; : a .;. :4 ' .:.I: ...i SECTION A-A I ° -.• I ! J• ' EXPANSION JOINT 15.0' , : l�l;' .• J. : ;�`' Z: (TYP.) O `` .•. aJ '• CONTROL JOINT CONCRETE AS SPECIFIED d ♦ a / 44 ^l. ..41 , • 1. . . a NOTES: J / ° d1. CONCRETE SHALL BE A MONOLITHIC POUR AND TO BE a• , .: 9.0 01. ♦. 5'MIN. CURED IN 14 DAYS (MINIMUM) BEFORE ROADWAY PAVING VINYL 5"x5" POSTS ♦' - 4 . i CAN BEGIN. WITH STEEL '.,� 1 2. INSTALL 1/2" BITUMINOUS EXPANSION JOINT 20' O.C., ALL CURBS. CHANNEL (TYP.) o� �` '' �' `/. .. . " A :,A: • f • �, J' ♦ .a, • � �• ° TYPE "A" CONCRETE CURB DETAIL _ T ♦ a ,A: , d 12" HAUNCHED CONC. SLAB WITH ,- 2O'MAX. - MID BLOCK CROSSING CURB RAMP I} #5 BARS ® 16 O.C. EACH WAY N.T.S. TYPICAL DIMENSIONING NOTES:DUMPSTER ENCLOSURE DETAIL PLAN N.T.S. 1. CONCRETE 3,500 PSI @ 28 DAYS MIN. N.T.S. 5" 2. WELDED WIRE MESH 6"x6", #10x#10 VINYL EXTERNAL 6'-0" 3" I~ 3. PRE-MOULDED EXPANSION JOINT MATERIAL SHALL BE 4" THICK x 3j" 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" =CD D D 6. SURFACE TO BE LIGHT BROOM FINISH. D C� C� C� aC=) C== 3 ' 3 " VINYL STEEL CO RAIL AEL WITH " ROUND DEFORMED 1"0 ANCHOR PIN =�� == a 21 �'4" REBAR 3 REQUIRED SLEEVE TYP. ac? ao aoao r-24= 1 CONCRETE SIDEWALK DETAIL (TIP.) ( ) (TYP.) 6» N.T.S. VINYL FILL 4.+ � '-0" �----34"-� PICKETS (TYP.) 39" 1" 1--� �" SECTION -47 �4» NOTES: VINYL MIDDLE PLAN SECTION PLAN ,. RAIL WITH 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR STEEL CHANNEL 8'-D" s j 35B SPECIFICATIONS �!� 6" NOTES: 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY ��C �24- (NP) 6" LOADING 1. MATERIALS: CONFORMS TO ASTM A48 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND 6» CLASS 30B OR 35B SPECIFICATIONS PRECAST OR APPROVED EQUAL. yt= 2. LOAD RATING: FOR AASHTO & HS 20-44 � I 22 I HIGHWAY LOADING f1�-- 34" -i 144" 1 Q" -10"��' 1'-9" 10" 1'-9" 1 O" 3. FRAME AND COVER AS MANUFACTURED SECTION VINYL 5x5 POSTS BY LONG ISLAND PRECAST OR APPROVED24"S� HEAVY DUTY FRAME & COVER WITH STEEL 54" EQUAL. CHANNEL (TYP.) 39" SECTION ELEVATION SECTION N.T.S. PLAN 1.NOT MATERIALS SHALL CONFORM TO ASTM A48 CLASS 308 OR 35B NOTE: 3 0" 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 CHANNEL6„ WITH TOP OF WHEELSTOP. (TYP.) � CAST IRON CURB INLET FRAME & FINISHED GRADE 24"0 HEAVY DUTY FRAME GRATE AS MANUFACTURED BY LONG & OPEN G RATE COVER FINISHED GRADE a� ISLAND PRECAST OR APPROVED EQUAL N.T.S. I I (CONCRETE PAD 2" I I r-) 8' ASPHALT PAVEMENT 2.0' -11 I I AS SCHEDULED I I CONCRETE WHEEL STOP DETAIL ' " 3 N.T.S.8NORMAL; cn 12" 0 CORNERS 1-' 00 a0 18" HDPE END 18" HDPE END CONCRETE I I O� M r 2'-6" 6X6 6&6 W.W.F SECTION 2 SECTION f FOOTING (TYP.) C_ F CLEAN 3: MIN C C -- ( .) EQUALPPROVED REBAR) GRAVEL m x CRU o TONE HDPE PIPE 7NE !a 5" DIA. CPEP PIP (SEET SEE LEACHING BASIN DETAIL „INAGE D�PLAN) 2'0 RIP RAP HAND SET AND TYPICAL 8 H T. WHITE VINYL AND DRAINAGE PLANS MULCH TOP SURFACE WITH 24 DIAMETER RATE & U 00 00 �- PACKED TO 1' THICK FENCE ENCLOSURE DETAIL 6" MAX. POND DEPTH COMPOST THIN EOR SHREDDED FRAME R OF LEAF CAST RBOLTEDON ETOGCHIMNEY `' ►� 1'-11" , " NON-WOVEN GEOTEXTILE FABRIC 0) 5 -4 ��--_6 1 -11 UNDER END WALL EDGE, STONE 7r N.T.S. � 12�'MIN WOOD (NOT WOOD CHIPS) PRECAST CONCRETE PLAN RIP-RAP STONE TO AND SIDES - 8oz. 0 2$ MAX. 0 CHIMNEY MEET PROPOSED SEED '."t'•,+•.`-"' o GRADE SECTION o (SEE PLANTING : w:�,.: _ti•., Q-- x 4 ) >r1 =y ^ : �; ,. <.. - -- -- - - - - -- - PLAN ;_ NOTES: y . _-�.:. �,. `= � _ 1 V }y_. ..1r>i:C' tit ••i -,Y.'. PLAN VIEW - - '•• `• y4?i)L� 5'ti;bji ..;,•.. a i�:4\^ :.a,:ti: :.4�•i Y .<r5'.','ii.::' i.aNw v 1. ALL CONCRETE TO BE 4,000 P.S.I. ® 28 DAYS PRECAST BOX AS ..,. ,, .� ;t,...:<, .,.�;` •r: -"` wi4'�• CCi:..w.�,w1' r' _ •i.i yk;,` .,;h.. ..`5''C;�.�•!:r�'k��4{� .: • " .•h. �,1,'•: i`�k•' - ,.ly,,i. =`:I;r�r.H�.-.+A'"". tea„ n<V.i...t.�f'ti:M ".;`': .`.i> MANUFACTURED B - ,,_,::-r- ;: `f : sr= ,k> ?n .• ::�, - �, 12 MIN. Y LONG ISLAND PRECAST OR APPROVED EQUAL. . _ -+" Q L •`:�;.,: MIN. ..�:•�;�"r:>'••µ,;�., n.,,-.a.. 29s. '4,�,•..� (MIN.) III •�-,, a..;.`4'iw5:,`.n'? +• ,,:lr•'{t.�rv�;;:�::•:.=�.. :�irvN<A•,Y� .,:�^�-e%J.1.:• '��� i�:�w� ', �' DEPTH OF cf) 2. PROVIDE PIPE OPENINGS AS REQUIRED. DRAINAGE PIPE END SECTION I - PLANTING SOIL 3. MANHOLE TO SUPPORT AASHTO H-20 TRAFFIC LOADING. N 4. WELDED WIRE MESH ASTM A185. �° N.T.S. SCARIFIED 8 THICK REINFORCEDL 5. REBAR ASTM A615 GRADE 60. CONCRETE TRAFFIC BEARING DRAINAGE NOTES „ EDGE WITH NATIVE GRASS DRAINAGE PIPE SUBGRADE � 6. ADDITIONAL INLETS TO BE SPACED 5' APART. SLAB 24" DIAMETER 1. STEEL REINFORCED WELDED WIRE FABRIC 6 x12'#6x#8 PLANTINGS (SEE PLANTING SURFACE AS PER CAST IRON INLET GRATE & 2. ALL CONCRETE TO BE 4000PSI ® 28 DAYS PLAN & DETAILS) o PROPOSED SITE PLAN FRAME (OPEN OR SOLID AS 4 X 4 CURB INLET- CATCH BASIN PER DRAINAGE PLAN) 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE N.T.S. ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY 4" MI THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT TYPICAL RAIN GARDEN DETAIL v BE SHOWN ON THE PLANS. 8„ BRICK 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN N.T.S. ADJUSTME AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE U) ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS. NO DIRECT PAYMENT WILL BE MADE � 5. INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET +_1 ao FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED 0 = BY THE ENGINEER. 6. ALLOW FOUR (4) INCHES FOR FINAL ADJUSTMENT OF CASTING. b•'•o°48 EFF. DEPTH A PER GRADING HDPE PIPE ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE a �'° DATE BY DESCRIPTION APPROV. BY 0 ROOF LEADER _ b$b F` �. (SEE PLAN BLOCK, BRICK, AND/OR 1:2 MORTAR MIX. o & DRAINAGE PLAN III paoo8 0 10'0 DEEP PRECAST FOR SIZE) - °$p 7. USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS REVISIONS TRANSITION - CONCRETE LEACHING C UNLESS OTHERWISE NOTED. TOWN 0 f S 0 U T H 0 L D o RING = SCHEDULE 40 PVC CLEAN OUT = 0 00 = 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING "T" BRANCH WITH PVC PLUG °°8O SUFFOLK COUNTY NY noo DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE .8qo°.b. y�eod q• I- GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND E � _ b°::o°fib =�) SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF v 4" MINCNI . ADS DRAIN PIPE ?C paps TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND SPORTS EAST COMPLEX '� 1% MIN. PITCH GRADE °8° P HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT RECEIVED p4°Bo^`o 9 -III _ 09 PAYMENT WILL BE MADE FOR THIS OPERATION. n _ 2' MIN. D�oDg4'�ODq bd'�Oo CLEAN SAND & 9• IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3". JUN 14 2022 .`� NSC SITE DETAILS I GROUND qeo oo oa �°0 GRAVEL FILL S�- o-- __ "I WATER AS APPROVED ENFORCEMENT NOTES: t O!(1 To wn` cel -C Planning Board O + NOTE 1: 2' MIN. 10'-0" 2'M IN. BY SEEHE NOTE11 1. STEEL REINFORCED ON LEACHING SECTIONS , L. K. McLEAN ASSOCIATES P.C. � WELDED IRE FABRIC 6x12 #6x#8. N CLEAN FILL MATERIAL IMPORTED n �C i CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ---5'_0" 8 ADS FROM OFF SITE SHALL BE FREE OF LEACHING BASIN DETAIL 2. STEEL REINFORCING ON CONE SECTION 12-#2 r °� SLOPE ® 1% F� c Sheet No. ORGANIC MATERIAL & CLAY. VERT., 1-#3 TOP 1-# BOTTOM. THE EDUCATION LAW OF THE STATE OF NEW YORK DRAWINGS AS NOTED + ANY PERSON FROM ALTERING ANYTIiING ON THE DRAWINGS � 3 � Designed By: MF/CFD SCOIe: ROOF LEADER DOWNFALL DETAIL N.T.S. AND/OR THE ACCOMPANYING LICENSE PR UNLESS TI S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL nn /-� /� PROFESS PROFESSIONAL ENGINEER MGINEER. WHERE SUCH USTIONS ARE MADE.THE T SIGN. SEAL. DATE AND \ r ,i.l Drawn By: MF Date: JUNE 2022 ( [ , DESCRIBE THE FULLDRAWING AND/OR IN THE PECIFICATIONXTENT OF THE N(NYS ED.TION NLAW E \V_ `�.'/1 CTI 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 EN LOSURE SHALL NOTIFY THE ENGINEERING IMMEDIATELY IN WRITING. 2. THE RPZ DEVICE MUST BE A LEAD FREE MODEL. HUBBEL MODEL HB3NS OR TESTCOCK 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, TYPE, 3. THE RPZ MUST HAVE USC FOUNDATION FOR CROSS CONNECTION CONTROL APPROVED EQUAL HEATED HOT BOX ENCLOSURE FEBCO MODEL LF860 - AND DEPTH 0 UTILITIES, NG, DRYWELLS, ETC. PRIOR TO THE START OF ANY APPROVAL. ,g' 71 HUBBEL MODEL H83NS OR 4" RPZ DEVICE OR WORK. THE CONTRACTOR MOST CONTACT THE APPROPRIATE "ONE-CALL" SYSTEM TO APPROVED EQUAL APPROVED EQUAL 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. F--------------------- -- -------------- 8.0' LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 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. j HINGE SIDE OF ENCLOSURE ACCEPTABLE INSIDE A BUILDING. IF SERVICE IS GREATER THAN 125' THAN RPZ/DCV IS6. THE DESIGN PROFESSIONAL IS RESPONSIBLE FOR CHECKING THAT THE DEVICE ISFEBCOI I ------------------------- ---------- REQUIRED TO BE INSTALLED IN AN OUTSIDE, HEATED ENCLOSURE. INSTALLED ACCORDING TO THE APPROVED PLANS AND SIGNING THE 4 MODEL VICE 4" RPZ DEVICE OR i i I cFl 8"MIN. DIRECTION OF FLOW I 4. A MINIMUM DISTANCE OF 10' IS REQUIRED FROM ALL UTILITY SERVICE LINES (EXISTING CERTIFICATION STATEMENT ON FORM NYSDOH 1013. APPROVED EQUAL I I „ 3 0 MIN. DRAIN PORT AND PROPOSED), DRAINAGE, DRIVEWAYS, CATCH BASINS, UTILITY POLES, TREES, 7, THE BACKFLOW PREVENTER DEVICE SHALL BE TESTED ANNUALLY BY A NEW 4.6' 3.5' 2.2' WITH SCREEN OBSTRUCTIONS, ETC. TO PROPOSED WATER SERVICES. YORK STATE CERTIFIED TESTER. i FI I I I (TYP.EACH END) 8. THE BACKFLOW PREVENTER DEVICE MUST NOT BE SUBJECT TO FLOODING OR GALV. ANCHOR BOLT AS TRENCH NOTES, I I FREEZING. PER MANUFACTURER'S 18 30"MIN. �_ ----- ______� 1, UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON REQUIREMENTS I 18 MIN. I " 9. TEST COCKS SHALL BE POSITIONED TO FACILITATE TESTING (30' MIN. I MIN. I 3 0 MIN. DRAIN PORT BOTH SIDES OF THE TRENCH PRI❑R TO EXCAVATION, CLEARANCE). WITH SCREEN TYP.EACH END) THINK REINFORCED 2, ALL TRENCHING RESTORATION WORK SHALL MATCH PROPOSED OR EXISTING I I PROPOSED GFI OUTLET (120V CLEARANCE 6" SURFACE AND MEET EXISTING GRADES ON BOTH SIDES ❑F TRENCH, (10. ALL CONNECTIONS, TEE'S, HOSE BIBS, IRRIGATION, ETC. SHALL BE INSTALLED 6" WHEN TESTCOCK DOWNSTREAM OF RPZ DEVICE. GRADE STANDARD) WITH CONDUIT, SUPPLIED OPEN CONCRETE SLAB ON 3, BACKFILI_ MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6' BY CONTRACTOR. CONTRACTOR TO COMPACTED SUBGRADE 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 RESTORATION WITH FOUNDATION FOR CROSS CONNECTION CONTROL APPROVAL. INSTALL HEIGHT TRACING AND PIPE6" THINK REINFORCED EACH UTILITY INSTALLATI❑N. INSULATION ALONG ALL EXPOSED r3/8" ADED ROD ATTACHED TO CONCRETE SLAB ON13. SUPPORTS SHALL BE PLACED WHERE THEY WILL NOT OBSTRUCT THE FUNCTION PIPE & RPZ DEVICE R SPLIT RING HANGERS COMPACTED SUBGRADE �� 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. 4 9� DOMESTIC RPZ ELEVATION VIE W ELECTRIC TRANSFORMER, TREES, OR ANY LARGE OBSTRUCTIONS, 15, EXCLUDING THE WATER METER, ALL PIPING SHALL BE UN-BRANCHED AND N.T.S. INSTALLATI:❑N OF SERVICES 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 ELEVATI❑N AT THE P❑INT 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 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED AT INSTALLATION, 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. SERVICE LINE MEASUREMENT FORMS ARE AVAILABLE AT THE SCWA NEW SERVICE DEPARTMENT, 19. BACK FLOW PREVENTI❑N 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, FROM ANY ❑BSTRUCTI❑N SUCH AS TREES, TELEPHONE POLES, CATCH BASINS, OR 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"0 RPZ OR FROM WATER SERVICE, RULES AND REGULATIONS, PLUMBING CODES, AND NEW YORK STATE HEALTH APPROVED EQUAL WATERLINE SPECIFICATI❑NS DEPARTMENT REGULATI❑NS, 1, FOR PIPE OVER 2' - CEMENT MORTAR LINED DUCTILE IRON (CLDI) PRESSURE 22, LAYOUTS SHOWN ARE APPROXIMATE, ADJUSTMENTS MAY BE REQUIRED TO I------------------------------------ PIPE, SATISFY FIELD C❑NDITI❑NS. ALL ADJUSTMENTS SHALL BE SUBJECT TO 2, FOR PIPING 2' AND UNDER - TYPE 'K' SOFT COPPER TUBING MEETING AWWA THE APPROVAL OF THE WATER DISTRICT, STANIIARDS 3. PLASTIC PIPE SPECIFICATIONS, 23. MINIMUM CLEARANCES SHALL BE MAINTAINED, 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 INCORPORATED INT❑ THE WORK, TO METER i 6 LINE, THE LAST 15 TO THE PROPERTY LINE MUST BE CLDI PIPE OR K SOFT COPPER TUBING, 25. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH VAULT vi MANUFACTURERS INSTRUCTIONS, AWWA MANUAL M23 AND THE REQUIREMENTS _ 3.2. PIPE SHALL BE CLASSIFIED TO WITHSTAND WORKING PRESSURE OF 200 OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. I I 0 P.S,I, (WITH BURSTING PRESSURE RATED AT LEAST TWICE THE WORKING I I (D PRESSURE) 26. A C❑NTINU❑US AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FURNISH & INSTALL METER j j PROPOSED DRAIN HOLE 3,3. 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 NOT ACCEPTABLE, (BRASS COUPLINGS ARE REQUIRED,) LAYERS, STONES SHALL BE REMOVED FROM THE TRENCH FOR A DEPTH OF N 3.4. FIFTEEN (15') FEET OF CLDI PIPE OR COPPER IS REQUIRED FROM INSIDE AT LEAST 6' BELOW THE BOTTOM OF THE PIPE, ry THE BUILDING TO THE START OF THE PLASTIC PIPE, SERVICE UNE INSPECTI❑N PROCEDURES 27, MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54', / 1. CALL THE SCWA NEW SERVICE DEPARTMENT (631-218-1148) TO REQUEST AN 28• ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTI❑N 2 SUPPORT BLOCKING ❑R TIE RODS T❑ PREVENT MOVEMENT, DEVICE INSPECTI❑N WHEN YOUR WORK IS COMPLETED, (BEFORE 2130PM FOR FOLL❑WING I Z_ 3/4" THRUST ROD - TYPICAL 4" C.L.D.I. TEE 4" C.L.D.I. DAY) 29, ALL TYPES ❑F INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE 4" C.L.D.I.�- 2, CONTRACTOR MUST HAVE A DESIGNATED REPRESENTATIVE PRESENT ON THE TESTED IN ACCORDANCE WITH THE LATEST EDITION OF AWWA STANDARD .I. PIPE 0 DAY OF INSPECTI❑N. C600, *� 3. IF REINSPECTI❑N IS NECESSARY, A $25,00 FEE MUST BE PAID PRI❑R TO THE 30. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWAFIT TO FACILITY v REINSPECTION.6 STANDARD C-651-86 OR THE LATEST REVISI❑N, a•.•V D: D 4, LEAVE THE TRENCH OPEN, D❑ NOT BACKFILL THE TRENCH UNTIL SCWA 31. BACTERI❑L❑GICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER a �' o INSPECTOR HAS APPROVED THE SERVICE LINE. DISINFECTI❑N ARE REQUIRED AT L❑CATIONS SPECIFIED BY THE SUFFOLK v U 5, IF THE SERVICE LINE INSPECTI❑N PASSES, THE END OF THE PIPE BY THE COUNTY DEPARTMENT OF HEALTH SERVICES, GENERALLY, A 4" C.L.D.I. / CURB WILL BE PAINTED BLUE, IF SERVICE INSPECTION FAILS, THE END OF BACTERI❑L❑GICAL SAMPLE IS REQUIRED FOR EVERY 1,000 LINEAR FEET OF ° THE SERVICE WILL BE PAINTED RED AND A REINSPECTI❑N FEE OF $25,00 WATER MAIN OR PORTION THEREOF, 4" LINE VALVE 4 90 ELBOW (TYP.) 4" 90" ELBOW � WILL BE BILLED, - TYPICAL 6, PLEASE D❑ NOT CALL SCWA OFFICE UNTIL 4130 P.M. IF YOUR INSPECTION 32, AN OPEN OR CLOSED GEOTHERMAL SYSTEM IS NOT PROPOSED, WATER TAP BY S.C.W.A. '> FAILS.. ALL FEES TO BE PAID BY MO BE PAID BYETER BY VCONTRACTORS ELEVATION. U 7, NO OTHER UTILITIES (E,G, GAS, ELECTRIC, CABLE TV, ETC.) SHALL BE BURIED CONTRACTOR IN THE WATER SERVICE TRENCH, W (n METER SET;3 N AFTER ALL OF THE ABOVE HAS BEEN COMPLETED, CALL THE SCWA NEW SERVICE DEPARTMENT TO HAVE THE METER SET, DOMESTIC WATER SERVICE .- W / RPZ DEVICE IN HEATED ENCLOSURE- HEATED NCLOSUREHEATED ENOL❑SURE NOTES, N.T.S. � 1. THE HEATED ENCLOSURE SHALL BE HOT BOX, HOT ROK, HYDROCOWL, 0 SAFE-T--COVER, OR APPROVED EQUAL. U 2. THE HEATED ENCLOSURE SHALL BE SET ON A CONCRETE SLAB SIZED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. v 3. THE HEATED ENCLOSURE CONCRETE SLAB SHALL BE A MINIMUM OF 10' AND RECEIVE® ry MAXIMUM OF 20' FROM THE PROPERTY LINE. CONCRETE THRUST BLOCK TO UNDISTURBED SOIL �- -'-' 4. THE RPS: DEVICE SHALL MAINTAIN AN 8" MINIMUM SETBACK FROM THE INTERIOR � JUN 14 2022 p OF THE HEATED ENCLOSURE WALLS, WITH TEST COCKS ON THE EXTERIOR SIDE. W TEST COCKS ARE TO HAVE A MINIMUM 30" CLEARANCE TO ANY OBSTRUCTIONCn WHEN THE HEATED ENCLOSURE DOOR IS OPEN. TEST COCKS MUST BE Sout o Town WATER MAIN Planning Board POSITIONED ON THE 30" CLEAR SIDE TO FACILITATE TESTING. O C) 5. THE CONTRACTOR SHALL ENSURE THAT THERE IS ADEQUATE ELECTRICAL POWER TYPICAL CURB STOP (VALVE) co FOR THE REQUIRED HEAT TRACE TAPE AND/OR ENCLOSURE APPROVED HEATER. SHOULD BE BROUGHT TO GRADE O 6. GFI OUTLET REQUIRED WITHIN THE ENCLOSURE (18" MINIMUM ABOVE SLAB). DATE BY DESCRIPTION APPROV. BY O 7. ENCLOSURE MUST HAVE SCREENED WEEP HOLES FOR DRAINAGE AND CANNOT WATER SERVICE REVISIONS BE SUBJECT TO FLOODING. O 8. THE RPZ DEVICE MUST BE ADEQUATELY SUPPORTED TO THE CONCRETE SLAB MINIMUM BURIAL 54" TOWN OF SOUTHOLD N (TO PREVENT LATERAL MOVEMENT). SUPPORTS MUST BE PLACED WHERE THEY p p ° ° ° ° °jc, f SUFFOLK COUNTY NY / WILL NO OBSTRUCT THE FUNCTION OF THE RELIEF VALVE. v 9. ENCLOSURE MUST BE N.Y. DESIGNATION. p N 10. DIAPHRAGM OF FEBCO MODELS MUST BE ON OPEN SIDE OF ENCLOSURE. pD ° 13 SPORTS EAST COMPLEX FN£ DOMESTIC WATER SERVICE TAPPING SLEEVE �,R S Lr DETAILS N - * , L. K. McLEAN ASSOCIATES, P.C. TYPICAL WATER SERVICE - LARGER THAN " 2� 077. C'� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ti � THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 7 Sheet No. NTS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS \fit Designed By: MF�CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS WS F NQ UNDER THE DIRECTION OF A LICENSED PROFESSIONAL /-� ENGINEER. WHERE SUCH ALTERATIONS ARE MADE THE JUNE 2 0 2 2 / 0 PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: 1V_ DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IE�OENS�09 2. (NYS ED. TAW Approved By: RGD File No. 21039.000 BUILDING WALL w z>- 12" CLEAR TO NEAREST w OBSTRUCTION GROOVED END BUTTERFLY CEILING TO BUILDING - 0°Y VALVE W/ INTEGRAL o z SUPERVISORY SWITCHES (TYP.) cy- (n PROPOSED 4" RPZ 8 " 0 � WILKINS MODEL 475V OR 4„ MIN. O APPR'VD EQUAL VALVE RISER ASSEMBLY WITH BUILDING WALL 4 WATERFLOW SWITCH, ALARM CONNECTION, PRESSURE GAUGE, TEST ORIFICES, DRAIN CONNECITON AND SITE GLASS DEVICE TO BE SUPPORTED TO FLOOR W/ PIPE a 2" MAIN DRAIN PIPED TO STANCHIONS OUTDOORS 4 TEST COCK FIRE DEPARTMENT 0 © MIN. CONNECTION. VERIFY TYPE AND PRECISE LOCATION IN 30"MIN. FIELD WITH FIRE DEPART. PVC DRAIN PIPE 4 12 MIN. AIR GAP 60"MAX. (4"0 MIN.) & GROOVED END BUTTERFLY VALVE W/ SCREENED DRAIN INTEGRAL SUPERVISORY SWITCHES (TYP.) 18 MIN. 4" BUILDING @ 4" ABOVE GRADE 30" MIN. MIN. CLEARANCE w 4" MIN. b PROPOSED 4" RPZ oV) AUTOMATIC DRIP WILKINS MODEL 475V OR N af APPR'VD EQUAL o w LJ 8" MIN PROPOSED 12" FUNNEL DRAIN a YY FINISHED FLOOR CL � N PROPOSED 12" FUNNEL DRAIN PVC DRAIN PIPE (4"0 MIN.) & SCREENED DRAIN PORT TO EXIT BUILDING 0 4" ABOVE GRADE MIN. BUILDING SLAB FIRE DEPARTMENT CONNECTION. VERIFY TYPE AND PRECISE LOCATION IN 4" MIN. FIELD WITH FIRE DEPART. B D > OD N o vwi 30" MIN. o w Z 0 0 CLEARANCE / d J (n of 0 Z 0 O 0 �' CL 0 0 PROPOSED 12" Hn 0 o FUNNEL DRAIN 0 SCREENED DRAIN _ PORT 4" ABOVE PROPOSED 4" RPZ GRADE MIN. (4"0 MIN.) ® WILKINS MODEL 475V OR 61 APPR'VD EQUAL C_ -------- -- --- 0 X — ——— GROOVED END BUTTERFLY FLOW VALVE W/ INTEGRAL VALVE R I S R_"" ELEVAT �_ O' N V SUPERVISORY SWITCHES (TYP.) 8" MIN. N .T.S. III PVC DRAIN PIPE Cn (4"0 MIN.) N W � B v 99 CONCRETE THRUST BLOCK - FIRE SUPPRESS � ON RPZ PLAN VIE RECEIVED W- TO UNDISTURBED SOIL N .T.S. r---- JUN 14 2022 co WATER MAIN Li z)aurnOld Town m TYPICAL CURB STOP (VALVE) Planning Board SHOULD BE BROUGHT TO GRADE 0 0- en WATER SERVICE O DATE BY DESCRIPTION APPROV. BY CD MINIMUM BURIAL 54" 0 D D ° ° ° REVISIONS • 13 •DD . •. o TOWN OF SOUTHOLD •D� . ° ° SUFFOLK COUNTY NY N D• SPORTS EAST COMPLEX 0O ri TAPPING SLEEVE FIRE WATER SERVICE DETAILS N TYPICAL WATER SERVICE - LARGER THAN 2" o NTS L. K. McLEAN ASSOCIATES, P.C. y ` CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION UAW OF THE STATE OF NEW YORK PROHIBITS I / Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS F Designed By: MF CFD Scale: AS NOTED -� AND/OR THE DIRECTION OF A LICENSED NG OPROFESSL UNLESS S 73 1��� ENGINEER. WHERE SUCH ALTERATIONS ARE MADE.THE 1, l PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND - i . Drawn By: MF Date: JUNE 2022 C 1 1 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW 21039.000 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE SECTION 72I)9-2). Approved By: RGD File No. I ; - -- L IRRIGATION AREA = 75,296 SQ. FT. OR 32.43% 1 1 " I i 11 � / / I _� PROPERTY LINE (TYP.) 1. ,� � S 38*27"20-' 6/ 573,42' � � � ­ - - - ___ I 'r __ .--.-. - - ,�� - - L__j - - - - / (TOTAL SITE AREA= 232,174.8 SQ. FT.) - . - - - ,,,;;Ab - �- _ �� pp-I .,�"I'l I- -"WW0k_Mr . ... � I 11��\rr T-F "r Tr MWIT�mmor r IF Ir 19 Tr --7-----r----F---,Ir----r rr -m---4pww,--��,9p,-,"qw,-"W"TWW--Imqm T 041_� IT I q 12� r rr -9 C r 'T � TT rr-WOTL_11�_1m9FW11__ I rr Ir r T Tr fm�,mr rT Ir . 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"' / �"­'�L, ' � _ � I A&T-qwjmm ­­Iillll� - - �4...7"",, �',-, I � \, IONS OF THE SITE ARE TO BE , I 11�,'� " _� -zz- � 1, " , -, �,,,� '_�111' . �<�:� �""","�,`���� �","",� �_,__ , � " �,� \ % r, 1: . . . . - . . . _ . . 4 -t .:-�, ��I,,p,,-�,-,_,�, ",,,��"',',�`......Z" NOTE: AN IRRIGATION TIMING PLAN WILL BE T ,-, � , � 1-1 I ., 11 o\,. . ,'I'll' , \,!1,141,1i I. ,��, - " ' "L' "', -Y * � � � _ ' , _�: mew I � /I---1 A ., I '\. L I I lt� �,�, �-. 4,/� -� ___� ,,111e; -, :,f�::I1",,II`,,,' ,�,r,xu"7� __ I"- _/ , WQr�J0_""_11_1 � L -4k \ .,. . . . . ,I,�� I ,-I- I I � "" � 1, - 1-11"I", 1\ // IRRIGATED IN ON ALTERNATING DAYS AND ENTIRE SITE ,, I , ,, , Z\� . � �� �,\ 4. '11'�`,'�I,­ '�,'��11", I * �, " . , � 111/1111, ,,,,,­�"',',",�,,�,',: I, " ,� ", 11 11111-1-111,11 ,,,� �- ,� ,, 11 ��......1/1', �� - �, 11 . .. , - I I I - 11 , ", , �"" \1 , I . I . . I . . �, ","" . .\,. . '', "­ 1, I I I ,�"II - ,'' , , """- III, , - - - - ,,,- ,�� ___� ,�, , ,< ,­­,/I,,, , . . . . . . . .. . . . � . �,"',�­;� , , �; , - , , � ,I, 1­�,­,�111�1 ­41",�-A I , IS NOT IRRIGATED ALL AT THE SAME TIME. I I �, \A,"��,",,J',' - I "I I'll, : . . . . � \,\.,� ,�i -*,--* , I � ��5,'� _" '­�,IL-,�"�,:>� _,11 1, . - I�M � - I , . - I . . . . . . � "" _,"-'A...�k--T,, , , I I'll , , `4,-�',� �11 I �z - - - _._:"r�._,�', . /. ZONE 2 - ,R --,,- ,,��e .1'-,k,�"k, -,"�,� . - , * * I I I N Tz,­_ ,,,,,, ,,,,, I I��ky, j �/,7��,�, �", � 11 I" ,,,��,"�J;g, 1, �Ij,��:"- MIN, 11 "m , 1 45,500 SF, SLAB ON ,,­"'�fl'_'111 � < , I I zl� I .> , ' 'I I , , , , �" %, I ,11 4�,,a',,I"U� � -, L �""�,,���,,,,��,',��,'�""",,U�,���,,�""�, �, �?, ,,go,1,11, MR,N I . J"i�, " ,-L"', ; - . 1�" .;_ F��`;[`:,�,��! I I 1��,�' I ',,�`,­��,,' " , "' , -�� N,� -, ,,..e,_,,�� , 114 1 4 ', 1,L "''�,.I_-I I , \1 �I B'1'1"'�',� "'-,I'll, �_,", � ''I'' � > , 1:? � __? ,;*�, ) _ � r LAWN IRRIGATION LEGEND - 'u'lil , , � '. ,"' I C��:_� , f I�`,'�--I",'V,' ,� I I �111"I I� , �' k, I - C, IIII,�­ �,�, I ,V 11 I ,�� - , "", "z"", I` �� � / '� 11-115-1111, � ", I GRADE INDOOR SPORTS t ""' , _I , IA , \* I 11111 . __y, �\,"j­,­,j­ ­�1_­,��,,IA......7�, I , 15'� �','�,�,�,� LL ­�­­­­, "NEIM", . ____ �,r I i" , - t \ �\ �_,j I _01'"1`115�,,�"',�, ,,�,�I� �_ ­f"­_�,L­ I `, 'DL I 1-1-11,gg,,82 �,,�k 11h 'L'�,�7�1 _,�___,�," (* ,. , ) PROPOSED FULL CIRCLE ,,�,W��,, , ��/-I-�- .-/ L RIO, L f ­­ ,,-�- I ,�,P��_,�"' ­­­A',R,L'15,�,�% �,�,� 41, ,e �, �: 4j _y"" ,, _%, ." , '", �I-z ,,� �,� �,�1511i I �,_ � � "$7�, �!4,�',,,"',,��,�,, �11 * , 7 '�,,�,�""",,""�']�,"­"1's' - mli �" , �� ,, " -1�1 � ______ COMPLEX (F.F.-28.50) -_ , A,,-,',-11- I "I \ , I - _1_1?4 1�:� �,� .. IX, IRRIGATION HEAD I � � � M_ _,� �p�Fp�z,�Qf,q,­��,� ­_`�­" ?, , , I ,� - ,�4,�'�­�L� �,111I(',�'­� 1, 1'1�r�,`, I'm ����"",�u,�,�r'�,-%,T­'Z,�­,i� '�L,'," , " ,L� ­�L�,�,', __ ­' .11.11, � , \/,/\ 6 T, " ����,,�,F������ll!'�","F"i�,�""Il"�I " �n_"�,,',�_ , ":�,��"I'l�,��,��,�'��"I'll",�\�"""-���"I I L,� ,",, �E�111ATI%u ,� '� . . ,\ � _��,:� _­�, -"' -- _, _ , "', �---/,,-'- I - 1&x "I,11"11� ...... . ­­ ��LLIL',,�""' , . "_ ,­ ,,,,, , _Ix� -11 , , ,�, " , ,�, ,_ � �­,,,�II , __'_�', " i - I , L , ", , f _�, - " � . ,, - '"� , - , _ , " o k - /I 1\ PROPOSED HALF CIRCLE "s , g , - -, , �� A�I.- ,,, -n�,,I_I.�,�"'� To,­­, " j , , - , " ��'_�, " , ''­�xl - " � ,,,,,, I� 11, - VA � �,,,�,','�;'�,,',',,,,,7-,,"",�"\"'m�, r. 'I " "," �_­I - �- ,J�% .I - %. . . -,"I"I""'I", � I I _�__� , I I �­' ,-� -- .. 1, .;� . _1\ ­­ ., ", :,,-, ,I,, -z,,",I",','j, ,"1�4 - ,1, C J7 L�_:--:) I,111",1411,19.3,Nq m �...I.z,",,�,�',`,,�� - \//�\, (-) IRRIGATION HEAD "' , - � _,� "I,,,, ,­- 11 , . . . 1 . . ... . . 'I","lff�­11-11 , "I I�114 L z" - - 1�� . � ,� -4 I� -A - , 4_""�Ijj� -A )Y.... � ��"�""-I,,,,,,,,ji,"'LL, I-Ir � ',�, \��* Ile ____ I"" ,� "', , L - ­:,, , ", w f �, � %. "" r_ . - ' ����",�'�,IL"�,:"�,L",",,,j _>It,' " �,V�, , � . �.*.*.* i] ',,",MF�,,,�,,,�-"",�,�""",, '\__1 ' 'I, " ,'' - , \ ­ . � .-: . , �_:. I I , _i_P I- . . . . �,- . , ­ ____ -L, "I-EI I, '1' , � - "j, ,,�'L!' "'I"', , -,_ "If I'll, I , , ",",,V I i "' f' , ��_ � �� , , * * . . a"'I <,< I ","' "� � I "', I -1 �4) CIRCLE � X . IRRIGATION I'll I'l,"I'T �111- L '' '' . 7 i� .� - ,, `1,�,�� �',`,",��", V", , , _f I ­ ;_- ,� ,I'I� _ , � 7 I- "I'll", , �� - , ,� " , 1-11 _ ­ L;, " \/ \ - - � -�," - -.-. . �, I I ,,,, ,',,, ,omm. ,, , � " " ,e,,"',­�".'W� .< )I,_VK­_I�,,­, -4�1 ::"�\ ,��­,' ,I� I I .11 , 1�1 I I A . / >I< ... . . 11 /_� � � '_ ,�, ,"':I,, '' ,­�� 11 1�_ ­_�J­__"L' ' " '�I­ �1"�_L _r '--f IRRIGATION HEAD �1�IT-�',--, ` - I ­,��','K""�R3......� a 1" " , ,Z:� _ `1� /\ , Am". - , *\.'� - - , ftw,--,,, ,� , m r 7 I I - - - 7.-.-�z_ . 11, ,L -I-- _. I 4, !��""W"�,4�, . 11 "! , L -W' j,,1,v,1j0 ,"', ,,.­.,v ,-,,,,, I_,�­: � i�"",",���,L�""",�","�L� . '\/�\ ., .% ��,�-,-,\-, ,� , 0 '. ", , " ZONE 1 I,I_�,,,, , , , . . r f. . . . \, . .'. , , -j-­q . ,Z - I �­M,,_ , _1\ , �.......�......�j"0`1...,LL I, , . . .I - . . .1� .........�_ 11 , ,\,I',," I , � *� L, "I, _',�"" LE. .- . ,4 . I 11 . .,.�,7 a li, I I`I, I'll I , ,I', 11 LLL "j" ,,,, _'111 . �,,1'1'q_',� / '11-1 I I I I I _11- , Vl*! 'I,'*( �k t / :-\./- 1, �', , , I� ,,, ''I , , . . .� "Ill � j_ """"R"tR I,,­��, , ,_,: ,�_� "I - I Z`�J_'��/�,'_" '��­'� "I - -� , , L , , A I / - . . . �'­- " " �` " � , ,� , �!, �� ,Q - -�,_IL_��_ '1111,1141"1941 1 I- " " � - ,*. . " CIRCLE IRRIGATION HEAD , . . . . . � \, : "", ", . ;!_ �' ''1, � ,� �, I � L� ' 'I � L LL �11 .I 11W_' �"'�/'I�"�'­I;I� * 11'nI I ,gy I, " , .Z� l . ",I � � '13", � , I , ", ,;�� ( I I . -, -:-:-,-:-.-.% . . _: .;,� ,�,-�`�,� I - I�L " ­ I LL ," ­�",Z�,,�, _� ,�Z) - _� r,� __� "', , " ,� 11 ­ I R, �........-� - - � .. ZONE 3 ZONE�1� � �,�,,�,, ����,,,��, ', illl`,`11_1111,�' "'Ll' ,� ,�. . .�. � � , . . . . .-- .�' _ t I,,� 6: ,� � (�� �) ....�. . I . . _,_ �- -A __ , I ,� ,, ,, 'I, \ \ .\4 1" ,� b � . �- _�_* _�_ w- .1 - - IPNI �j�,j�, . . . I f , . ,,, "11 '', � "'L �, ' . .­� �k . *J I'll . ��-L�� 111111_Fr�,�,_�,,��,��,, "�,,,,,,,,,,� L ��_"�'L"�,`!'� ' '� A\q 'r� (SEE IRRIGATION DETAILS ON THIS SHEET) X ,*:,�� - - ",�� I ----_ ___� ",__� I",�,�,�,, ��'�� T) / fl-� .. ,j �M", , ,-7 . W_ __4 , �' / � 1� , /_7 'C�) - . . ,101 9" ;"'M I"., � AP' ," � ., � - , I - N � , �,"�,�,,,�,"',��',,,�,,�1"', .I ,11 I- -,�- \ . .- I-,'��,E/',`R�­_ , ,:--,, .. I : - 1 '�� � � �, / V ,p.-.-.-, J\ I t'. TYPICAL SIZE OF IRRIGATION HEADS QUANTITY , - nmg� _t V, -k- b, ! - , 1. j ', / - , . q,�,', I - ,��_�___,4_ ___I --_&_-r�­&-��_ I, ,, � , ,� ,� A,4 . . . . " Ii j____1_____F---E----IE­---1:� *_�Z,_4��__ j � . . ,I./*.* � �', I"",�­­'i-a 7 -X- / ' 1� L 1I �_� . .1 \ -\- " `111�", �,', I . :� 1�'!,!'L, __�*.1.1_ � I,I I 1\ , I- I fn I -� ��, , - f / `I L-�1 1 L� 1 '1 �I ��, ��':��, �,��� . . ,�I.*.,.-�-� \ (�f . . . . � ,� - L - ' I I . � / ,� Z ­­ L W I I - .t. - �-*/. ��'4,dl -.<, � ,7 j I I I I ­_ I , L"' ' 11 / \ PROPOSED -30 FEET RADIUS ZONE#1 = 34 . . . r -,"-'9,,M,,,mM,W,, . I , "', - , I'll 1111-1-1111 ��, , , '� ,_Iim�� I " ,�,'�', I . ,, I , I � �� �j _�j -<:: / \ t . � . \It . � -�- - - __�� ,"_�&N,' �, `�_' I "" A """ ,��J�I,��,',�"'i,�i " I \ / \ . - . . . I . . . .. , � ,� 1100W , �A �,,,��­_,IiIIw, "14 ,,,, 11 �, �1'1�� !", ''I I ,, _�, , _0 1, I 11 . - I'll x- . -,� - L , �I'll , I ­­I I , I I I 11 I � I I 1 ............. I 11'If, 11, I ''I ' > />< , , I' * * �� �, ,�� 1� I % 1 � , I , ,III, -j�,"�'?,,"",� �I,I­' " '­,�', el I - C-T j I %,�.*�* ' ' *:___ f � I I Z,�­,�,`,I'- 4 p�,��,�,"­,,,,Q�,�� ,-,,--,,,�,'��l ,��� "I 5'" ' ,� .:� _1� IRRIGATION HEAD I .� :�,,;, �, I I ," ", , _� 7 �* ' * ,,�,�, fig`�",,,�,;�,�,�� ,,, �, ,��,��1,�;�d',",," I 'i ,� `tl'�111,1'i " -. . � . . . - � , - _�F 7 . . - . . � " '' � �'­� ,� ,,, e, ,,II��'Ig", I 11 �, j"­�', " - - . . , .. . . ,!.W�� �­ i �I " " 1," I I , . . . . '\//\ _0 - �,11 ,�',r " ,,-", lio 1101'�`1`11111'111'��:,�­ , -1, ,�­ �5',�,,� 1 - - \� z , /7-7 --�, * I'll I, " , I ' �I - I - r" (-� * I ,, -1,11" ,�; , - '' � I � . . .K. . . # . � . 4 _, . . , . . -I "I , >��'111, , "I I ,,­ 4 � , � , ,:, . f �, 1 I�5�....... , , � I ", " , ! I . ::��"*.:.:�*. , * "I",�_'­��,� "'��i�,,'�...... 6,­"�,-- _-II,,,�,E��t I I � � 77,11"i mslt, IN., I,�,,�' 5, 11 . . - ,� L � I E / . . ' ' §1121�,Mll " I? ,�I�,� I I ,I, I, ��- 4 , R I . , � . -. - -1 -I I - I " ` ,"r,......-, I I'l , ,_W.%7�. . � . - -�- /--,\ I�n'\ , , " I � �,�_,�,\ I,,\���,,, . . . . ,,� -3"', -, , ,,,� I I 111 , , - - - ,\ C�j , ""I 111011 - , , "Iffil"', """,""', -, Y, ,""" , "k,,,,,,,,,,,,"', I� "m �,�, - ",�';, I I�,�`�­,'� '�'�'��""'," ' 11 ,I � / �, - -, - - - ,0'11i " "I" , I 11"', 0, � ��11 - 0 I PROPOSED -10 FEET RADIUS 11 , �, �`11 11" I I L "­� �, , I'll , 1-1,1011111 " 11>-,'11�� . . . � �­',.*,/,� .* ��*/ �, , . � - 1.* , 'I 11 441", ,- � I ��"K�,-��'ll,�",;!"",�ll"�,���,,-, �, , . . - � A k I�I,,�,� , �t�,�,� ffl,,,,� , ,,,,��, 0 1W � I , ,�� :�O� � .", "EB"'i p,',�,qp ,!� -,,,���""",,�,�,,,,�����,,,,�,��,,',,,���,,�l',���,��,,��,,,��i �-,/. . .\\" - -, - ---i - \ IRRIGATION HEAD I . /.*.�, * -,i , " '111"'I'll ,,1111 %,-- "g I � 1�i _, �;� , ) f - �:-:",-:-- �S Q, ,��,,,��,­�,�", ,�,- , """" , ," '' , , "'" " "' "",III ,� , "� I j, I , , ,­­, , I , I f.,/ I , . � . - "","�,� I " LI �� � �� , ,�, "11 J� A���­,­c�F'P'�k,',�J,m ­'­' '' .,.r-.-,;�,'4��-� � - - ,� ,-4 .., . . .\_ � , e�; -, '' ,1, �r �'17_q, - I "", � �__/ I I`11 I 11 , ,, � ,,_,,�, ­-­ Vp,q, "'I:p ,,��,,���,� I �I, I vc_........��" � , , , , I L _ ­­- " , I , , I .� .�,. 'b - , ,, I I � � ,,�,,,,,,,�,,,,,`,�,,1, � . . . CL_ r') �� , /I"- , "�;,?"",�',"--,,,',,"6z-"6�-"'�'�-,, lam", ,,',,,�,��;"o'11T,-�,�'�,�'I'�'I'��,�'I'l��!""�'ll�'I'll,�"I'l"��11>1"",��,,��,41"� ,� I lzz�' - - "I ­,!�� � , �,,��,,�'N'll'ILIO'�loo���,�",��, ,`�, .-.- . , , - I'll, � I , ,­ ",�i',�'11'1,1'1, � " - - � , " '' �� ;,_,,,��, I I ''��" I�.I, "" I, , ,N­�, � ,,,,,��,� �� ,_ , '',", 1� . . .N-1j%*.'.'.1<< *" "I�,1,�, ��,��";'�,��,��,,,, - ;i�, ���,,­11� I 11� I 1`1 � _:... - - � . - ,IU,,'_,� I 11 .......1-11 , " " ,�" _ I'���,��'-""""f��-,��"I--",e I I _� _I --'m 1-., . .1, I `-_1 ­"­',,�I_y,,�,?', - � """'�, ,�',� ,� `�I,,, 1, �: --i '�, 71 I - - , ,,, � 1E , , ,, I I I ,11_!, \ _­ '' `111 11 ,111 19, "I"10 , E . . . I 31;1 L�i � ,,im"N"I" � " ,",��;5,:,',!� 110,111,111". ,�,� , .�� �*-,. �� r,111,1111" ,?�,,�,,��,,,,,'Y�!�,,�l,�'�,�,�,111, ,I\ 1711-011,11111 I'll , " ­-,, - ,, , ,"I , "I"""""q ", , , ­� � 5 ,,,,�,,,��,`,, , ""N", ,0,',,�� � �� -I,�,��,� �_ '' . '�,'��,Ilq,, �­,II,I,,,,f 'R" , , , 11---,p" "I , 1, ­- �� I I . . . * � :::�� ';151'11",�� �Im�,�,,,�,_ " � � � � " -, -_i , " �,";I�11�1;h' ''I I � , 11I�,'��,�­ -lr.---- �, t I - "��­' I"'",-- , ,,­�z,",z-,. :_,gI 1, , I�--,�/� "',",1;"��"" , 1!��,,,�� ........... 2�",,,,`�J f 0 . � , ",,,,,�I, ,,%�p , _� " , ,,_;,�,'f 11 " , Ji , Pi ,,,,". , " I-,- 11111�,,',�,!,,,' , , n I . .,� . , - ...�0��, ',��,,_,��� ," _�, , ,� � , �, ,���,, , " " � " , " ,� ��!�, 'b IRRIGATION PLAN NOTES: ��L"L,L����,�,""�,�,,�"""���'�,"'' ,,,,,,,,,, I __ - " I , , "'r �­_,� �,,,,�,,�f,!"""�,,,��-""",-"", , -11 I" � ,I I �'I'll",",�,,�",�",�'ll"�"I'l�, � ,� � L _:_4-.-_-_- 1 - 4-1 ,,,,, - - - 1`4"I ,", I:,�,,,�� ""III"Il� � - ,,�� . . ,,,,,,,�,,, ,-,, , , V 1114j������" _,:�`__�__", �11111`2 -11 I"'�511��"",����fi�� , , , 1_1111'1� :��!��, � , ��,��'_',t,_',"',,,;� 1`�-,!,� k,��,,,-'­' ��,B,N,�,�,,q,,,�,, ,I' , , , //, '__y 0 ��'��A,b�,, , ---I , " ill ,� � P . . � 1. . . . 9 i :-:71 l�:-: - _; ,�'111 "'I"f::1,11 " -�-*:_ ���I'll"�,�"I'��""I"�1,11"""""�""', 'O , . �,_6 . � . _�.��k)I i_�", " 1','�'1'11���`,,�,,,, 11'1111'1�' , � . . . � - ' "' I �,', zll,�I�/ � , , , �, I I- �� , , I , I I . . . . . . . 11�p V_ . .1 . ,��,"��'-","'_�:��' �,�,��I�,� , , " :_:�I' -I�I',,,��� , I -,��, ' ' C, I ' "" R�1, 11, . . . � � . . �) , ` ' ,,,,�,��"",�,',�,�,�,��,,,,,,,zI ,11�,� I� ''I I -, � � , � � ­"��,­­'­ ��11 -I I I ��""­'�, I . � " � __�, q '­­111 ���,��:���"L �j � 'Ek g%It' �,,��11,r'�11��, - , I " ­,'," "", , ,"\' � " fill :,,�, 'I,_le M, IS R �.'_%*.%%, 11 ", � 11-11 , . . I!,"" , ,�) - , , , 111-1 I ,;: I,,, "I" `�,��I I� , 1 . SEE LANDSCAPE PLANS FOR PROPOSED PLANTINGS. ��!,��L ...�I ��q,W, I," I n' ��, ,,,�i,,,,�,,I,,,� I I - � ,I . ",%'� IN , - I— . �_ \ �%*_, - ;,L "I" ; "I "" "t's , I-, 11" I I .,��," ... � ,,� � ��:�',,',":'�,,,�',";�­�'� -7-----\--- - .- - .-Y ""111, \"k"�, �' ­'�,IN f" -, --,"' """ " � I - �. , 1) 2. SEE DRAINAGE & GRADING PLAN FOR PROPOSED GRADES & , I'll, 11 1110 I , I ",", I f" ---,---g'- -,",,III,, "� ,, , ""'", "'I " I - I ",� ,�,, , " -- " I x - , R �' "Ill", '­ - _\,, ,� -% ,�U,�,�',,1,,'�_'­­ff11­ ,,,',-I" ,I_�1'1�:��� I "E" 1:1 , � 11 - , ,�'_ , - , - ...... _',_',_',,,-,< � , ­­­­�,� �,I,,�zks��I',",,"` I - '. 11 - I, ID I `�,,� " �­_ I I , ,"',-I`-" , I I "', .V,"',,­�,,� ��­­ ,",,,,,, -j-�\_._.- _ \_� ___� 11�;11!1 - , 11 ,3111 11" "",",,,�i,,��',",,� 1'-:-:-:,, � - , " , ,� " "",,,����,�,,',�,-,�,,,�,,�',�,,,,t "_�L�� R " ,,,� , -f ," , ,, ,�,,, ,�L�� " , ,- I�,, , ­Itk -, " ,"' . ­ � �,,, , , , , y I , I , \ � , """N' '', � . 14� el . /.\ , ,�,�'�'­­­­J;,', � 1,�\,o!'Ikl��11\ ,�`fl I 11 , ," I I , -- -, Iz�"�­ \,/ ", , L, , ;,-�-,' " :� I I'1\ - I I' 111'�`,�11'1���d;,,,,� ", , , , � " �10 � . . . .I � . ­, �\. ./ . 1, ,I ,��,j�,'­ " �f---, � ,,,,�m"",--��,,,�,,,��""","I , ,1. "'I'll, ,", ,� I e, - ,,,, ,511 ,�k - , mg,$,,r�5,I[!` , �, 11 ­ ,�,,­,�,,,,I z,A.--k gv-��­��,"'L��,��,, f �� , . 114,I I Vell", "/ ." " ,,�,,,,"�, ,\ I '-I ��11111*1111'Ml� ,N,,,�i���,,,,, , I I;I_1 1�- ,c \- , � " --,kt I I , ,� , - ��� "­`b� I '\ � , �- Sit. ",",�,',A,� ,,," �11,� , , � . I Tz, �" i 4 , , `,, , 0�, � "-, L �:�:E, I ��,W, I � , ,",-, ,�: , , , . , STRUCTURES. ,I I - k, ,-,-kI,!,',,-,,�,,I�tl U) . . . . . � ;�_--. � .--�/� I , , -_A_ I I 1, " - 1, " , .1.- ). . �,"t - 3. SOIL MOISTURE SENSORS WILL BE USED WITH THE IRRIGATION ��!,� _ m..�x , I ',,� � , , ��",-,��.........,,,,,,,,,_W " ," 7 ...... A , , �.," . I I * I * - /.'. � , ��H m, � mi ��:, , , m,L���,,,� , I �,�,,,,,, ��'I�,,�, " , (0 ,��' �I I 0,�, , -1 I­; ­,,�:,,­ �� , ,, 11!I� . .. . . .\. . I �'­�-��,�,-�''�,",�,',,,;,�,,--�;��;������ " �,L�� I, ��,,,,�, �," Omm 11 I - ,�,,��,�:-,,,��,,��,,��""�"",�,,,,�,�l,I . . . . - -_*_1�zi_ --,I, , I* , :,�I,",,,,,,,, ,,,I,��,I,�,,,,N,j �,�I'L�,�,M`II,�'__,­ 'I', I 'I'll I� "N' , ,��,�,� I ,,, I , I I 11 I , ���%..j I I ;,_­ 8 11 I I I'll_�,I� __, : - , �I '��,1, � I :" . i% - I . , , "I I -,­I L `$4 ",,�111111-��'5 - I 1. L_ . . 11 .�. � \. �, � - - - - � , ;�5-I" ,/ '" , �,,�� ,j"',��2,," " " � _3� ;.,I':,I I,� PL,jjA)1',,�,,,,'4'�11,111 I , ,, � �,��, �� , � . .. '1� __ 'Il" 231....... '' , ,,`J,P"'1,:4�N,,,_��, ,,"," "" " ,, I , _ ,�, " 4"; ,�,;eq%,�,,`I',�, , ", 11, ��/.- ., . � ,I ';"$��I,�(�`(�,,�,�,,,�,� , , - I I - . . . ,� ,�I I,I ,7,, , ,;I I,�, , "' � - . . . :I- , -, � I �, 11 - P 0, I, I I ,,��l - t 1- , I �,,� " ,,_�11 --_1�� . . .�, .T1% `��"I" I," , ,, , " ,��, ` ` �­­�... � ��L��I,"� � ��,�l . -:: \/�\ �, -- - �, , , �5"�,,, ,,�,:�,� ,JI - SYSTEM, TO WATER ONLY WHEN NECESSARY DURING TIMES OF - . . -., *�-, ��Lj� " ,\_, , ���""","",",:�'����""��;""",��'�'�� I 7-x-- ",_"", .. ,�� L 3: . I�', L,L L m , I '�­ .�-. -%-�,%*.*. _-L _"�� � -N � . ./. - ."', ��""­_ ­ -- - ��. gI_ -- - �- -- . . - V - - � . ,"" ""Is, ," '' " " _�, ,�-,k�--,,�'�z,,�,,�,z,,,�,,,�,,�?I 11 I"I - " - 1.1.% _ � 71 !�'�� '��` ;IP ��\',,: ,I _� 0 . " I ,,'_�,',';"�'S�.,:11......"I�,,�ll"�'l""I"��,"�"I", L� � �"'�'-""i,"",""'�"r"-"""""" v,-�,�"""����\�,-"""""�"""''�,�"",�""","",,��"', I,­_� �"­�. . . - � LOW SOIL MOISTURE. . - , ""­�' "II , I�,'A,,,,', ,_"",�, . - I N ", I 4,11113k �_ , ",�i ��"','f",:__ " I I "�, " , �' I '­'1,I1i111A , �_ t. .*.*. � '' � � / - \* * * , ,L � , I , - ;,,-'­,II,`k,,,'-,, �,�,,�""","",�,�\""",,�,,��"97'I , � " '' , 111z 11 T 't �, I - - ' ' �� , " - ", , " ,,��H,�­�'�',�I��'_ ,�:�,��,� t_1,11"'I - . . " ,, _ , .,\ _j�', ,,, I, �,,�� I,, , E) - * L" , -11� 1,_',"�,4'. L� ,_�,�`I_r -*11�,,,� 111,1111 I . .t.% 1�' 4. NO MORE THAN 5,000 GALLONS PER DAY SHALL BE USED . . . --- , f I , , ", I',��L � '� I : .,.,. 11"11�1'11�?""Ilq , ��,Q� �:­­ , ',"��,"C�'ll',�,%�,-',�"c"-""���\I � ­: ,.:7,-:-:1':-:- , � �11�P,,`,,�,�� ,7 ;- j ," ��-,,�,�','�Al ,,,,,,, . . . .\�v . . - '� ,�,, :, ��, �� " -I I ./ - -.-. &..-.- -\ ��- �- ,I,, " "�, , "�,�,,,,,, -*-A - * f.% - * ", " � III I`�,,QJ`,,"11�,,� J�� I: �­,"D, ,, d 1,11,'i,� A ,�:� FOR IRRIGATION. I , . ,��, - � �1' ,, L' ZONE 4 . . � . .,/ . . . . . � �� m '�,','�, �"",'," , __� .1. ... . . � . y . . . � � .I. 1, , � '111 :./*.1)�� , * - ,I, _�a I I'll I�"I I, ­1­1_4,�j 4%% . " ."Z, . . U /-.-. I : ./- - 1�1 . . . .�,. 0 a I __-,-- - I . . \ 5. THE FACILITY WILL NOT RUN THE IRRIGATION SYSTEM BETWEEN 4,-T-*- -.�,--.1,-`1 . . . . ...�� � . .dooqu--- , fQr4---E--F--­F------E-- _C_-L_%"kp�--j-.,�_-, - --­­---E­_,i:_1&_.____91 _� \ 0 . . I I- I -V.!X- -1 - " - .­______Ilt�'� � --. � . . __ - . . . � -.;,,-. . 7.-T�-�-:�!��_�,- � . . . 3L. . . m . .r, r �. . r . �1� . .r. . . . Ve I� �. . . � . .f.r. � .TR . .rT. . .F 4 I. - I . . 0 . . . . . . 7r- --W"- -,W � �.U. . .ro, . .17. . . . . �w . .T�. . .11. . � . . - , - L- - _�/- - - %- HOU S 2:OOAM & 7:OOAM , * " , , ` , . - . .iL:�: 1% * * � . �'. .. __7 r---____r.- ". -:��-:-.%i * �-,-`�*--�-.- �_� �, '' - - � . .\ ._% : fl-_-A. - - - - - _� � * *__�IA.* * . . *�_��.*-I A �1_*h�.I-A-%*.A_*-./�__*-%�� * * .�. *60- - - - , 4 .I*.*. -1 . I . ,�- , * - t * ".%*'-�,- 1� -- . N: �*A,_* /,� _*j%*_,j,\_ _�,&_�_�A�,. C_ '�.4*,4-.".., ..� _. �, . . i , I 1�', y z_z_1._�l� . ........ �, :_ �*_/�*.*2�*.'_.n_L*S_'_*&�_�%, __iL�_'_'/_�_*_�'&% J*_�LL_ij%*_*� f * * . . . .\. .� --.--�_.( X \ ,��7w �4,,�_,�,_41 : :: :X7�, -77777L / I'll \ R7- ;1_1 1 .77-,7��'-�777-'F;77 � . . ��. .N . A. . \. . i 11 - _.��,,77777� 1 1. ,7-_ _I7, W, - '-'4�, ,Z�;� ,�-��- ,�� -11 . ��. ,"i : ,�_--1,_­',)M--,,,,,,,­ �, , , , ­­ , I L' 1�_-` ,�_, , - _­- � ___f� `-s-,774- -,,-,, "�- �_ IRRIGATION PLAN CALCULATIONS: , ­ - II , I 1�11 __ _ � . . . . . "---T `�',�'7v�......?'�, ,_ _" �,31'11 � ;_",!i- � IK ­ - -4��-_, 'y I,h;�, I, 11�,� 1-1 '7 "7/ 07_, � - 'k x \','T��,,, ; I I � � ''I'll ,1, _,k, , ,�7 ," "�/ ,,,, ,FZ . . � I " ,,,�,, 7� ,E),_4�,-L , _���_, , I , 1 14 --11 ,I,; rF7 I'll --7,W11 j 1, - "� ",�� ,I, ',� _�,1, 0 1� � . * , - , , I I I , - 11 F5- 1, ,,, � " I , * - \* � ::: -- I--.--. - -1 - ",�L�`� ", �, I L, - ,2_,'L,,,��,�� 7-_,Lt!. _- \� - - -, 'V_'�, �',�\ ,�,1� I , ,,,'�",�-�I-,11 -� 11 . .\ . � . . . � �"',�, I",A,'l',.III, 1'11�'1111_111�I , , , ­1� "", ,", ,,,," , , , 11�' ly, - ::�L_,&',,---, . �,.,� � _� - ,. , I I ,��,( _ L", I -",," ,; \. I - � . (-) , " " ,�,­­ ,�� ,� , _, . � , . � . . . - -, � -,� ?, " --,,,,-, ",� I'll, I I:,`_�-,,,�,�I-_�,_,�!�-_x-l_�',, '�,'t-r,",,., "'",�,,�,,,,� ,,�!,­,�-- ,-_,,,,,-,"\�, . . � . ,1�_ �,, I ,; ",,",, , "�­­4 , ,-�: - I I , �I,'II _,��_/_��'­� - � I � -,:, - , 1__� :: : .,� . , . ./ ��, " " "' A-11 ,. -­-­­­ -" _- I "; -,�,-,,--�,( - I I 11 ,, v _:��I _1111111 F_*,�. . � "'; -_jk,�,� ,�_'_',j �,;�,�,,,,�,( N , �,�,"�,(" , �,�,"�,( , �,�,"�,( , �,�,"�,(" ,( . . . � , , � � \A ,� " \ \ 1� . - -__ - ,/,\, . . . , . . - " � 11� � 11, � , " � t", I' " 't � m � . � , . . . . . . . - I 11 0-) �__, * t. . ,-.-:-.-.%,-.-*% : I , \, - _;al - - - ,/ 41 � � .� �/ ,\ � . � * � � 11, � %,J% . � .\ - . / 1 . USING HUNTER IRRIGATION NOZZLES MP3000 (30' RADIUS) AT , __ 14i*- 4� - - - -/� - , . - ,4;1 1�1 - .:�:- �:-:�:- 14, . .:.: ,� r"- , �. � . � . 3: : .. * 11, � � N� O)v q, , , q, 4, �, ,, .� , O� � � � � � � � � I/ lk....*1 . . . .1'� . / V \ 40 PSI, 360' = 3.64 GPM, 180* = 1 .82 GPM & 90* =0.86 " * *'�*_*.,/%%%* I,��, I * '�:-:�: - ', I 1 4� 1 L I - / . , I'.'-_.,� - -0 . 7- r,/ '" - 7T � *_,____--,-1 1 ­­­­,�­W'N 11\4*10�T�_ 3, ,-,-,­�,­--_­�­I, 41 I!, , � , '' , �, j-- -­ ­,­", ­ , � � � � * � - PROPERTY . f, ,I/, 7 , ,�- , , -, �, -----��,-�-L, � � -L � � ",� � , , J,,�2` -4 -,, I -I -,"­" "r,I,, , - L I , ,� ;,,,,] I � -I - ,, " -,, ""',,,,, 11 _* - I':.,� 11 I�_z"_-�,,,��k�"`,,:,!�,,�,':, I 'N 7, �. f­ -\", ,_�­,� " ­�1 `�7�7`7,,,-T-",-,�111 111- ,*,",� -7,7 - L�:!,��,� Z,,­-'­,_I­- ­-, , � , , 'k� I ,, , "\ , , , �­­:3�F�� ��,'­,�',/,��,,,]�F , ,�, n �L I I I, ,* -11 11"�11 ­'­ I,-­Q ,I_ ­�II­ , ", - 11 11 � �, GPM. . N , A J\ , � , '� " ' '� `�_"�""� ­ I�,-,--,",,,,"�, ,, ',,,�,:/,:),f, 1, ,.-":""-;'-',, -- -11yQ)N 51_1!7'1i'),'��, ­!�_,,�ili-,,],�f7_�! / -,--',A,:,,"' :,""""', -, ,,,-�,,��`j�'S-�'-,,j_SI_!� E�W - I ,',� x _,` , ,',,,��­771 �,_-,,,7�I�', � , � * ;�� � � . _R,L - ,�� * ,_,i ,,_�,, ,\ ,, - , ,L" _: 'V__�__�""'��L�,� ,� - / - , �, - �" "', 'T,,",�, ,% ",,��,,i ,- 'L - -",L-'LI "L I 1, �� �"",\,� _ ­ � k�I`I,7�'4 ,� ',,A�r�,,j'��i �-,�-,N��,��," .I .. / / \ , "> ��, �kX , -',)",', , ­', , , - I N - ,,,___ ,�,,`,�Y�,i'�4­"�� �`�,�`,,`�,,,,,� " ", I I 11 �!"-y'�"J­"�__��"";"_"�'_/ , , , a� \ , - ' __ �'�',,,���I,�":"","�,,�,�,�-4'�',,,,��,,,,'�2� ��+,,�`A�, I `� �_", ", g,.�","t,7� " ,I _ LINE _� ,4 \ . ' k 7111, , ,!,�-, , C - \ ,;� ,,,'- "7-,-7"�,,� � T777� """,, _� / ��>,L��-1,4,-"'-<-"'�,,��'LL�""�',���.�","�i"'�L,��'L _X..._"""__''_ ­ '__�­�,�': � _""_ � _�, ,�",( x ,, I�, ­I, I ,,,� " - ,,,- ��_�;��...� " ­ , _, I - - I I ....I / / \ / ,,I 2. USING HUNTER IRRIGATION NOZZLES MP1000 (10' RADIUS) AT � I _;�, �I-,, A ­ , ,� , , 11.1?,"', -:- ,�,` " 1- , & ,,�'.` ","�,, ,-,,- � "5111- .- 11 , � , I Ix!_-",IZ_v­�,,-)�­,:, ,\� , ,_�V, _ , `1�1­ -,,,'\�,.,A, 11 -11 IVI _k \ ,� ,� . . . �./ C -/ / , \ / \\ - , - _,\ , " ,_ _ _ ': �"f,��" '4- � i��y I/ , I J�,',�'I _ , ,*,� ,,4� , - / - � , '_­­',�, �,,I , I-. -, �0 , 2.� %%­,,�-��,�,-"-"""--"",-,�""",:", ,-,,,�,',­-�� �1 . . . _\ \ / \ �' , ""�,V- ,�",_�'Iz-,,,,, 1­1�;I 11\1,V ;-,-,I - ,��, _11k, -I :2�, 1_�'�)��,e -, I "�":\���� ,,� \ ,, , , , -1 - �_­_" ,-, �__,L�__�< , , "- , ,I ", _�_,�,,, , 1,I " "" ,; I ­11 :-�-, , ,_", li;I�­­, I �...�, -_�, _,�......�,,�� �, �-___ ,- 117 ., ,?� of- __��,5 1 , � ,", , , ,�� ,""', ,�, ,� % ,� I ''I 77�1 1_� I� , �,, , 1110 ,� ,;;�,,� ,� L -"- !;4 - I 117.11...­,- .1.1.1......- I. ­1�'0-60�_,;A���,&"ft* *" 10"_W;�_dom"V_0000100/4Wm0W*,/14m�_100000- "' � 40 PSI, 360* = 0.84 GPM, 1 80' = 0.42 GPM & 90' =0.21 , '_ >< " � - 4;. , ,, __� > _ _ - ­ , � -_� - ,� , , , ''1;2,,�_�, " , 4- ,) :'��:�_ , " ' ' ;1� I . " :�:- `*-�-'z:�,<,-,, , " w;, �0' , ­­- � , , ,�i�k - ..I . . / NY/ \ / \ / \ / -, / \ 1, _� � I "-Q4- ;;i��-4�t< , ) ,)Q&069/1�i���� / / . . - . . "�, , (-) �_ L'i I�_­ I,�,� ,,�1L7m__?_ -T-1- � " / \ / \ (TYP.) . * / \/ V V \/ \/ ­ - - V v W �/ \/ V V � / � / \/ \/ \/ V V V V �/ \1/ W V V \ / � / \/ � � \1 y V V V \/ \/ \/ `\/ \/ \� \1 y V V V \/ \/ \/ �/ // � , " 1/1, -0,T Ili -wl&r.-_.6_____jj__---l-- .A--__11L__ .L1 t.L--_a____4,m,1.""j....A, --..&" ., ,I 11 � 1 A V6m._A.mm-&mmW4�A III I �In / U - .,\,r,e�,p,,, V, Li-I -A �_,* 1 *16m L AL i - I I I L ���..".._ U__-.A",_*,",j_",m0.1 t'w�t S __ GPH & 21 0* = 0.49 GPM - Cn '�V-\ I __�_ __ - - - - - - - - - - I' liiiiiiiiiiiiiiilli .,.,b, miamm6mlomi. 3. USING HUNTER IRRIGATION NOZZLES ABOVE WITH AN � _'Iz:� - - - - - PROPERTY LINE (TY P.) ---*r' S 38*27'20' W 573,42' N 73 - - - L- - - __�,_ __ - ---*------ 1 .82 -- IRRIGATION RATE OF 0.39 TO 0.45 INCHES/HOUR. ,�� \ .<�\� � ___ - ___ __ ____ ,-I---- -_ ­­ ___ / \ / 4. ZONE#1 HAS (10) 30' RADIUS AT 360', (21) 30' RADIUS AT m IL - - - __ - - __ - - - - - ___ - __ __ - - -- ____ -11-- ----- ----- - ____ __ __ _ ----. - __ I - \ ______ - - 180', AND (3) 30' RADIUS AT 210', WITH A TOTAL OF 80.98 0) 71v, ____ - - - - -.,- / c7i) � '� < 'I-- ___ - - - - _ - __ __ AV11_31,ldu v3l.�') E -\,, - ,- ____ -_ -_ - 1 / GPM. 0 BOX MODEL# 5. ZONE#2 HAS (2) 30' RADIUS AT 360% (9) 30' RADIUS AT .�, VB-STD AS RECEIVED 0 IRRIGATION PLAN- MANUFACTURED BY - ­ --- 180', (2) 30' RADIUS AT 90-, (2) 30' RADIUS AT 210- AND �� SCALE: 1 "=30' RAIN BIRD OR - 1 . 08 - JUN 1 4 2022] (25) 10' RADIUS AT 360', (133) 10' RADIUS AT 180- AND '� 0 30 60 APPROVED EQUAL. - (2) 1 O' RADIUS AT 90- WITH A TOTAL OF 106.9 GPM. I . U - Feet FROM WATER - IRRIGATION Southold Town 6. ZONE 3 IS ESTIMATED TO HAVE 44.0 GPM. 3) 1 SERVICE . ro) ,-�' .. SYSTEM Planning Board _ 7. ZONE#4 HAS (2) 10' RADIUS AT 360', (221) 10' RADIUS AT cr, 10" MIN. CLEARANCE - - ­ - . - - - - _­- ____ _ ___�- - 1 . 38 180', AND (1 ) 10' RADIUS AT 210- WITH A TOTAL OF 94.99 - bl) FOR DOOR OPENING 11 -1--l", = GPM. 0 I 0 . LLI f- 1 00 PSI NSF U') FINISH GRADE MP ROTATOR POLYETHYLENE ,____� T -----"- 1 00 PSI NSF 1 13D ---��",_,��_� PIPE -------' 0.40 - POLYETHYLENE 1� � ,! � � I " � , % \ I � I I 1, 0 0, 45 �',''L;,�,'\4'�"�\�',�,�I,'I'," I\" '' i I ,,,,�,��,�,t, I , �!1 Ch = 1* 10 *11 CHECK VALVE PIPE LEGEND , "",�,,�';I�! � 1,,I ,,I\"I�,'\,��,,�,1��j lu,�� I/ llf/f �!,�/ - - IL2,,�!-: I w, j �� U� 4m - _a 11"."'g.\�I � - 43) MODEL #LF007 QT \ i � ,& \, M�v i ;4 � 11 I I'll I-e U I'll, I x 0 101 I � H - I � � AS MANUFACTURED %�:_ � � t . 11 I � � ,'' 11 : 11 I LA ��� ��� (a) HUNTER POP-UP BODY(PROS-02), 1/4" , ,� - DATE BY DESCRIPTION APPROV. BY 0 0 11 � i Iii "I'll I "I'll NOZZLE AND CAP PER PLAN , � , I I - [6MM] � ,I : I .1� C-) U I "I ­': . I � HUNTER PRO-C I I I 111- I O-) ABOVE I 11 REVISIONS 11 � I w U_ rl,� I I � , , , � "I'll'', r_� - CONTROLLER TYPICAL DOUBLE CHECK VALVE DETAIL FINISHED GRADE . 11 11 0 0- . �� FINISH I "I 11 I -,- � ,� i , - 0 N.TS, GRADE I I IT111,11L_11-1 I I I _ _ cl� � . ­ - 18-24" COILED WIRE (�) ADJACENT LANDSCAPE � -11,I ­ 11 SUFFOLK COUNTY, NY SCH 80 NIPPLE I ____ I 1. I E m . 0111Dby I PR@_(� WATIERPRODF CONNECTORS �2) __ 111111z: � ,:� _- I _ I - 1.11.1111- I I 0 �_ 1, - 40 LATERAL PIPE PER PLAN 11 I I 11111.11_11� U ��),�, REMOTE CDNTROL VALVE MODEL 1 1 A A 1-1 I �.....­ -__ - I I I N 1� MODEL I I SPORTS EAST COMPLEX . ICV-XXXG ACCU-SYNC--ADJ I I I I I 11 I I I-'; I I I 0 0 CONTROL WIRE IN J" PVC STREET ELLS (3) PROS-04-PRS40-CV - ,/ / - (:5) LATERAL FITTING PER PLAN I � ­_I'll �I I I I . . L_ FINISH GRADE I I'll, � I ­_ � ELECTRICAL I 11 I I �, - , I : 1-1 CONDUIT AS PER LATERAL . . I'll 1: � CD TEE OR ELL 11 STANDARD VALVE BOX (�) FIELD-BUILT SWING ARM / 1 ------7\ -� , ' ' , IRRIGATION PLAN > LATERAL ( �\� OF N N __�_ ELECTRICAL SUPPLY PIPE 6 . � (N _�_ CONDUIT. &IM \I - - SCH 80 1O.E. NIPPLE � * 0 �i CONNECT TO b____ MAIN LINE PIPE & FITTINGS I � L. K. McLEAN ASSOCIATES, P.C. C\1 _0 POWER SOURCE. 9 in%A PA P�d PA PW Fmd POP-UP BODY (PROS-02) - - 'r" = * t I CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 , - � I - , I 0) , 1� , , 'A, i�,,",.,,""')'F-,"�--,� x - li�_,/ " �,. �I �_/ [��" � \ I \_ I I / -1 I �_ r1l.", -,t- ,/ � __1 _"_� '�4 Ir "' I,-i)(I: t � I ` I 11 - �, ` � , I,', m, - 6J J BOX INSIDE C-,) A ,-� CD THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS V11 - I Sheet No. - - CONTROLLER. --- --BRICK SUPPORTS (4) ANY PER ON FROM ALTERING ANYTHING ON THE DRAWINGS -0-1 1 , , Designed By: LMY/CFD Scale: AS NOTED 0 WITH SWING ARM AND/ORSTHE ACCOMPANYING SPECIFICATIONS, UNLESS IT's 11�'111 .* I ___ I - 3/4" MINUS WASHED GRAVEL THE DIRECTION OF A LICENSED PROFESSIONAL \.11 f .-C- UNDER \ NO SCALE ENGINEER. WHERE SUCH ALTERATIONS ARE MADE. THE "�.,-/ !! fl*- � 1�_ (f� I 'L, DATE AND , ., _ , ­_) �, PRO - C CONTROLLER DETAIL SPRINKLER I ---PVC SLIP UNIONS KIIIIIIIIIIIII&4" SB.PRO.16 PROFESSIONAL ENGINEER MUST SIGN, SEA -,�.,i�- f,-- 10"to, I , Drawn By: LMY Date: 22 ,� . - DESCRIBE THE FULL D(TENT OF THE ALTERATION ON THE !, � . I D . . I R 1 Cn N.T.S. MrmbY IRRIGARON DETAIL DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW _==_-- NI T Q SECTION 7209-2). 1 1 Approved By: RGD File No. 21 039.000 I I , I I I , I , - I 11 LEGEND: - ,�P, �-- 11 11 D,,Z3, I I "TEST HOLE BY MCDONALD GEOSCIENCES - I 1 �"55�C, 1�1'1 I'� I, I I ---- PROPERTY LINE Go PROPOSED LIGHT POLE 1 "I, LOCATION , , � I I I I I - ,�� I 1, 27.0 --� �,�,,,,,�,��,,�%, ,,r, r��- I I I 11�1��, I ,1 i ,-, ,"', ''I / 26.5 - � '11� I I , I "I,, I at I �11�11 �11 - - --I 1 .0 --- - EXISTING CONTOUR I , , � , f�,i�-,,,,-i,,,�ti,,IC,��,-,,yz�,,,',)�,,,,wriSil� NAL , / I'll el�--, LIGHT POLE i , '�'. I ,,, peconic I 1�;" SOIL BORING LOCATION -->- UTILITY POLE I ,,,� / - I I I, I �n, I "I I' 'I I � I � -�� I- UTILITY LIGHT POLE 22.01 --- ----- I ' I I'� I� '/ ,� - PROPOSED CONCRETE CURB 9 1 � "I� I Z I I , �1, TRAFFIC SIGNAL POLE I " �, � 11", -rmK- PROPOSED 8" HDPE ROOF DRAINAGE PIPE I 11 " , , , ,� I I - � SANITARY MANHOLE I I ,�zu,- 1 � I �-- 1. ,/11 1, ,;-SJ�-ei��,, PROPOSED CEN14 I/A OWTS SEPTIC TANK W1 * I I � 11kc,""''s , GAS VALVE I I " ," I I I I 'I, ;,,.'�), �,,�1:',,� �,� � _ , HS-20 RATED PRECAS 1-1 I "I I I - - � SIGN / I 11 -,, �; � " � I : I, ,� I 1'�,1�I 1'il�. �,� 11 --, YeN,m'sh�,aow)��ne,`�mecllu,m �,and ,��, , I I , ' / ", I --'�� CONIFEROUS TREE / , 'I, I ,,, " , , , � ,, � ' 'I'll, SANITARY LEACHING POOL , I I . , / K, " � \1-j �D I I � " -11 1, "I .1, � 1� "" r � - �1, - 11 1, ,.-- -, I -1 � , 0 RECTANGULAR DRAIN INLET i / "I 1, I , /, "I ' ' �� I'll I,i ,-%) PROPOSED 10'0 DISTRIBUTION LEACHING POOL i " , " 1 ,"'11111"'I/1' '." Je,,-�-1 :,,�:,�-,,�`,o�� ,, \,-J 0 ROUND DRAIN INLET I I, I '], �, 11 I ,� �, , , " I �, t) FIRE HYDRANT I 11 , �",�, , ,1, (S) PROPOSED DISTRIBUTION MANHOLE I 1.� ",I I ''I I -S- I PROPOSED SANITARY PIPE A WATER VALVE 10.0 L-,.--.---.---j 1.7' 1 , I ",� 0 WATER METER �'. LOCATION MAP "I -W PROPOSED 2" DOMESTIC WATER SERVICE LE I SCALE: 1 "=500' 1 1 FS PROPOSED 4" FIRE SUPPRESSION SERVICE �'-'? DECIDUOUS TREE ;, -E- PROPOSED U.G. 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I r-�"",�"4��r",�,,�,,�,�,,F�f"i,�,,��, , , ,,--'/' - ,---�!""""'M"N" ,',,'-,,,:�,0"-f 1/1, �11 � � M`,,H�, ," - ", j ECREATIONAL BUILDING W/ MEZZANINE ,., , ,��1�4 I ,0,1� , , � , ,� � 11 � -, -- �g 4z - � � , I � , �',-� � ,�-,\, ,-- � , , , � , - `�`--"-"', " " , ,� ---.� , . , ", ,, - , - "� ,L�--- I , , � , - /1, ", �, -,-,� 11 ,,�L�-, , , , - , , I , IV 11 I ,,, � 1, I .0. � I - -,� , �,", fl, I - �, � ... ,W � � �, "" "� 4 m, IT � L," � , " .�L- " , mg 2 'I, 11 'j�',I"'"'�",,,`, , e 1 -1 -, --- -� ", 11 R�;,:ALI`J, VIE - , � -�,� �, ,� ! I M5,,i��11[�,�-- , I �,1,1,� "�,;� 'i:�",�,�",;�,,�""fl�,,,�f""R"�",�,�ll, ", , / " ,��,,',�-,-,�,, � 1""""""'�1 ,,�,�,�,,-��,�-,��"",/""",",� 11"',1,R,R I - -1 I j,'�,",-,-��,j,�,,;:��,,�,�",�',�", I -"M -""","","�,;�-""�,�,,,,,�,� // I I �-­ I� � I 0 I K 11 '', - \ / i"i""� 4ft 0.�,�,,,I I I ,�, �,�,', I I 1 N, �j��,��,,,,,""",�,��P , '1� \ / � - ,-!t,r� ,,� / I "�,t-,,""',�o-9,77- / / I - 4 4� , , � I-- .i DESIGN SEWAGE FLOW RATE: RECREATION = 15 GPD/STALL , , '11'1,g�� ��,p7m "" I """', ."-- , � �,,,,�,'_�,,�", I � -," ,-,,�,�,�,� �� " � � -, 11, , /��j� ,' I I , ,, - "' - - : ,,,, , ,,,, - - - , , � � "" ,��,�� � g � , , -��,,, �,,,,i,,,�,, - - �- ;-, , � , ����,11 1����'�1,�,� ,-1, ;,,�,-� 0�: ,;,,,�-,,,��,,��\\"",���,,,'-,�,� I KITCHEN GRAY LOAD: 2.5 GPD/SEAT �-, ��,,,,�,%, , "' - , ,,,, �� , 11 I Z(5,65,,4,�i ,- , - 11 -ti, ,�""'� ( " �",-', /"I'l- I'll �, "' ,�� ,,, , ��','"I , 112�� �,,��,,�,,,,,,��,""�- , 11 - ,,� ,,, ,�,� I ,,�` , �', �!�"*,�T,�e-',',� " " , ,, - , - - f � ,�'- "fl, -I , " " . 7 1 �,'���,'�,���� , �, 11 -1--,-,�� ,;;;� V 111 "11,11 j 5 ]� I, ��,�ffl�I", --, I I / ', ,����,,,'�,,,�,���,�,,���",:�\,�,,,,��\,�,�:, � ,��� ''�-�,��, �� -, - - - - , �� -� � � � ,j,��,,�" �1`1,,,�,-, "",,,`,�� �:!,� - �,,, , , "' , �, , �, , , ���; "A I -) - �,�,"I���,�,"_,�,�,�,,,-'11'�� " I ,� � - � , , "'"�,',,',`,` "� , �� , �01,� � :1 , , 5�,�,, ,,�� j, ,,N'[� \� I I ,,�,,,,�, �, -5 ,,,, , � �, , � I� - � � i � , " , - � , - 0 �.... , " , ,�'m�,, , ,> TOTAL SITE DAILY FLOW: (GROSS FLOOR AREAJ � li I I , ,� ,M - ` , 1, , 1, , � � , 3: ,,�,` �,,�""�11',"'-""Q,� I 11 '' � " �r, 'I, ���,�ll,��:�,�1,1�"I'l�,'�,'�'I'll""I'll'I""",ll'�"I'�,'�I 1, �:� '-,,, ,-� ,,�, I , -�, � �' ,� , ��-,,, , - 11 I '' I � 11 ,� � I �� '"," , - 11 I I I 1, I 11 ����--�� I � -� �11 I -�J�l t:� , ,; - 11 1,1 -1111 J�', , I '- , BUILDING I �:,�," - ""'���,,�,,,,,��,�,�,�,�,���;,��,�l,\�I ,� - " ��� '����'ll""�""I'�"""�'��,�,,�,,��, , , ' ' , 1� ,1, I - I - ,, " I '��,� "-,,��,�:: � , �,',,�',�,,�,�,J'-,� -0 ,(I �!'11',�'�,�1,�, �� , ��R, � " �,, '� ", ,, - ,,, -�� ,� , ,,,,��,", " -��,,,�!," � / A , / "�,�� " ,�,,,,,,,"',.'z,',, � N / , / �� 1`��' ,��`,, ,2....... . I �1�11-' , - , -!� ",Z",,i"""","k""\"���f�"\", : ,,,,��, E � , � :�`�',` / ,�,, �,,',u"M�,\l 1�'1'11 - Q� 1 J, I 0 I ­ " 01 , 1�111'1'1��111�'1,1'11'1'1111 I / ,� "11-1111111--w-, � I - I �,,�",��'��'��,,����,�,��,��"',,��,,''�,� V�� V- .....IP -,"'I'll ­� � 11 - I ' ll \ ') CV " 11,11" ""d," �'', � � ,,�C- 6L"c��,,,,�:��,,��,�,, ,,�'',�,�," -.t - 'm STALL = 2,01 0 GPD (DENSITY) a_ r,� r- �,,,,�,",,',"",��!"",�,,�,ii��,��,,,,,,,,,�,�;;�"', �, , �,`,�,� Z��: �,,�"' ' � �'- � I � I 1, �� , I 1� I�'� -�' , - �' �'", 1, N N / I , I (D I , �, ,,, I I '"' '' � ,,,,�,,�,,',�', ",,m�� ,,��',��,,�',,'�', , - ,� �7 -) W) , �1, """' , `��,�',,_�, ,, '� ��,� � 30 SEATS X 2.5 GPD/SEAT = 75 GPD (KITCHEN/GRAY) ,� "'"', I CY >1 51 1 � !�,',,,,,�,il�,,',,,,-,,,'�,,,',,����,�""�,,��������,, ��-��,-­ I �-- ./ " \ a, p " z',�-�%_ �,,,�, � 0 a ��,,�, I U'!��','�1'1�111";�',�-,, -�,,��'�',,�5`,�� �-",�:���:, I �� ,�� �1` ',,-� �- I I I , �, \ , ""-',:11�!�'�' -1- �, �'? ,,�:����,�""","��:,���',',������,',,� , � I ,��,-' ,'-'�,��! �`� - !- I \ " , ,,,, 1, I � , / ,��,�,!",�:�,��",�'"' "' I ��, -,�­-,,��, , " - ""I ,� .SEPTIC TANK I " - " "I 1� , , � ,f�""","",",�l,,,�,,,,,,��,,,�,���,�,� " , t,�','�,,� ,�11� "", 11 C- " 11 � ��-�,";���,`,",�`,� I -" / I 't ,'d ,11 �, 0 - I�: � f, - �, , , , , , , , ", , ,, , I � . ���,, � �f� j �, �,",,,i,',, r ,,, �;��"",�,,,�,�,�,�""",�,�,�,� " I ��,��' I / I I �) -w- 9 �`, `r;`,�,,',�',,,"",��-�,:"", , ���� , REQUIRED: 2,085 GPD , �� "I "�, � �1'11111N, "I ��, , I'll, '-N r, �,�� I . I I" I � /- - � / �'1111i'11'1'11!11 � 1,�I I�1,111��,'.',�,,, 11 1\1""" m �,��11, 459500 SF, SLAB ON k �"-,',,�,,!,�,,",,,,��'-��:,, ,�"�, ,� '', PROVIDED: (2) FujiClean CEN 14 I/A SEPTIC TANKS = 2,800 GPD 11 , � � ., "" �, , - I ", , , I -1 �1'sll",,� ��--l�--�ll'�ll,�ll-l�'ll""��,,�'llI , q 0-) -V, I/ ,2 ....... ...i I,, " '', �,��,�12�,� ,,,, -I'll,��, - I .C: j �,�,,,I�J�1,0 ���,� VII,I I GRADE INDOOR SPORTS " ',,,'N,--,-(; I - �, � , 1, 11 I - ,`,�:��,�',' �,, ,�,,�� "d'I"', - , -,�",',',',,,"',,,,� ��'1'111 11 i�: 1/- "?� , '0,0 it"!I-, �'� I J/ ,� -- I � "r",1 t I I'll,",m,Rll,�, �,"','��, 11 I �""�,�, 111111,11�<--l"'I"", \ ,`:,��',�"",�,�, 1'1�,, , -- 1'�, N,j��"',�N�, - " " � I I I - \./ co , ,,��f, 11 N ", W) �1- � /,M�� �,�,�"'`�,�,, COMPLEX -28.50) "'O"',", �ff - " 0 �1,I - 11 1,I (F.F. - , -- - -- I - ���I�_,",!!",`M - ,,, � - ,� ��', '!�-", -1 - I �111 111� -'I- , ��� ,"'! 11 "I", - --�Z',',�A-214 1 - ,"- &,""'N,�� , I - I �, " -- ",- �`,,,\""E'-,,,'�,� F, ,:,,,,, kb REQUIRED: 75 GPD ,"11,", I ,31,11,14 V �, ,, 1,,, - C:) I I J`�,��'j - --- � , , - ,, " ". 6,��I,�,��,,,�`,�,� ,�,,,�,��,,,���-,I,o�,4p"�,Tt,���i;,,,,�,,,,,�I PROPOSED MAC "R" AIR BLOWERS \ , - I --�I - -- , , ,� ,� '11111Z,rlll 1�1-11 .4 PROVIDED: (1) 8'0 x 4' EFF. DEPTH 1,500 GALLON GREASE TRAP I i � I MODEL MAC20OR11 ON CONCRETE PAD - ,z -111, -\ u 2B 11 I- \ I, I 1 -j7 - 1,�,',� I I I (�) � ,-,-- -,�,,-- , - , -,�,;125, 1. , kl\ I I TO BE HARDWIRED TO CONTROLLER r�� , I I - I I 0 , ,;, � I I - ,,,,,,-�,,,,,,4 1 1 � I� - -Q I 1, ",-�`- I L.. / - I �,--, " -,,'"'If , LEACHING POOL .,- / I PROPOSED FUJI CLEAN , , � ,,,,,,,, ; - I Z�l I , (Z �� ,-, % - , C-- I [-�......�",/��-""�,,�,'��l"!"""'I P"! -11��I , I I I '-� , " RPZ � I I 1--`,� I , 11 0 PROPOSED I ,�-� -6- CONTROL PANEL IN ------� 1 '1014 �, �,, �, I 11 11,",I �� ,-p- I --��o-A�, �111 "/�I I �� u�pl'�'1'11 '1111�111,`� z'�--","-�-",-",--, � - � FRI I -�� ,,� I - / REQUIRED: 2,085 GPD / 1 .5 GPD/SF = 1,390 SF INSIDE "HOT , Ij ,1',y1,',,N-,­ -� "I, " I u - I " IN, W", �,� ,,,;--'-'-1,-,,, - -�,��,,,----'d, � // I ....I j,��,'t,'q,,�,,'Z,�,,� 11-1, I �-111 ��111 , �t .1 I � P"� ,fif 1�, I-,- '1-1 1^\ � P'�,T-,�"',',,,,,"""�,-,,,�,i��,���',��,,",�,"""',"'�,-,�',"k.I w�",���,,-,��'4",�>",',"�'i"�,�,,��!"` 11, �,"- , n , ,� , v,,,, �......I I CHARCOAL FILTER 18" MIN. -,,,�,11'�161"K�14 "-�' ,,��,­,� PE I ( LI\ 1,390 SF / 31 .4 SF/LEACHING POOL = 44.27 VF 0V I"- , , F�"",�m� "' -1 I -t� C-11) 0) I� ,�,-,,,�,,���'6,1�,-�,,�,,�,,----�� ,3 ,�,,-,J\ivJ*, 'I, I ,,, , ,;-,,� ABOVE GRADE, 36" MIN. ---, I�,�,�,�,��1' � "1,--,�'ff- �I :,�1, I /'k t� "I -3 / � � i 5 - , 11��ill'�11�",�' , , I 7 j" / - , , ,,,,,,,,,,,, z Z�� �� ,,,, , , - - WINDOW OR DOOR� I � I � i I / Q) -\ C t --0 " -� � '' � I I -, I '', ��117 ,,,,,,,, :,��,,, " 111 ,jl,'����,,�:",�",�,,,�,,,�""",",���,,�',, I �, 11 I - 01 FROM ANY 11 , - , , ,,,,, I � � ,1 ......i � -� , ----, , I 1, 1,� �", 1 �-4�- , , PROVIDED: (4) 10'0 x 11 .67' EFF. DEPTH LEACHING POOLS = 46.68 VF � , I -- !R�i,! il 4,,,,,�� �- , �J,�`,��,�,�!�,,� "" 7 -I ") . � �j `�,� �-,- ', , ii , ,,- I , ,� . � �,,, � -._. --z -�--� .;�o '' " , ,��',' � :,�11 j � I PL" -e L---m- ��',I�11'1,-I �I "\q P (-:� C-i - �, I ' ' - ' - I I I I 11 - � j�� �� " t-� '- ' W �� � , � , � 1� 1, \ �i -,�b FUTURE EXPANSION , > I I , , I \ - _, -7 -6 - jr, .. --� 11 - " , 11 , - .v - .... .. I , , I , ..-. - I . . -w-- 7 1 ,,,, t" ,� I, , , -�-g7 � "' ,,,f� "I'll", ,,,� , �, t, 't � ��, I -11 11 � 17) � �� I - ,(,�I/ : -\ I I , I � �,'�`��,�4��-, ,,�,,�, �,��:, I� ,I I-," R�� � - - ,� . " �11 , I, -� '�� 1,z -,c u � �-* ,,,,,� , � A -b r� tj I ��4 - �0011"EME17 � , \ , , "I'�',Flfflr,',,',!',�,�,�""",?�', �1�,,�.� , - E-------E--------E-E - , 41-----.a-E--.mL--Ear----*--E----&--E�s------ E - -AL. - "',�,,,�:'��,11,,,,,,,,�,�,�,� ,�,-�",� �,�,2`,',,z , � � I I ", � 5:�I",�'e�,,V:�',',�,,��,�,, ", .-- - I I , ,,:'I',,� � - � / SZ1 � ,, .. i - - .... '-'�, �, W ___:i < - ,��,- -'," \ -�t t1i REQUIRED: 50% OF LEACHING CAPACITY I i, L'-'- p,,��,;�,,� ,',,,,,'"', , -��,�,, '1� -,-/ '_1 - /-- I I� I M I �-,,\ 1---1 - � � I �j,,,-,,,,',�-� , u� I �,'��,��',�',,p��,:- -- Uk -- Lj I /I k ///11 � I I I A h I .1 ", ,��"" � ,�,"",� I -N. :� - , ,� -1111 I ---i- 1611jil 111111---," ', ­ - t �,�� !��11'11-1'11 11 I - 00104 , 11f,"I'm ,I ,,,�_- - "I ,1� t-� ,61;m e ""', Ili�- - �'-� �� , , , '', ,, ,_1 �');, � ,� I I ,;;�� i000io� m -c......�- I I -1 i�,'�,o� ";�,n�', � ? I "? 1"",-" """Itow 7 "I , �, - '0- � I Ufli - ,j C-,)- :;� PROVIDED: (2) 10'0 x 11.67' EFF. DEPTH CONCRETE LEACHING POOLS iniomo, , ,,,, 1111,��) A, �, i � , , I- � � t I , r � I - , , , , I ,,, I - '': ,, �` , , , ''I I , 11117117�'' 77, 7w I I ,,�,,,,�,, " - ,11 \ - , �, ., I�,��� �� ,,��',�, , ,�", ,e - 'K �� - �, ,� 11�11��,�,z' 611 I i/11,1112F �-! -,,�- I ",\ , �, ,� �,- ,,,,,.V,�!��,;-!, ,��,,'�-,,, Z�z - , � ---� , tK /-"' ,",� ,��"I",""���� '�ll,��,���,��,����i�,,��"', ' 3, a " ,,,� ,� , g �,-_ : , I- �,-140 "� , - `a"M �11$1"-11, , " '" 2 -` I- 1k-, , �,-,11��'�,� f7"", ", - 'I, ,,;,g,� � : ""I, , "i 1, �� ,� ,; I ���� q _-�", I'll "�,-�z,4\', I-, 7 ,4k �: ,- >j , - , �" ,���%z�` e,;0 1 ,��,��� �"��, � ,,',��,,,,���"""�,��"",�,,,,,�",�,,-*�. �,� TOTAL DENSITY VS. 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THE /I" - . - I 11 .I - , �D PROFESSIONAL ENGINEER MUST SIGN. SEAL. DATE AND 1. - Drawn By: MF Date: --3 1-� (DE VEL DPEDI WEL L VA TER) I- -..---, . . -1 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE .---- cn ---� DRAWING AND/OR IN THE SPECIFICATION (NYS M. LAW S1 I SECTION 7209-2). 1 - I Approved By: RGD I File No. 21 039.000 1 ---- -j 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 2'MAX. 411 , 2.5'MAX. CHIMNEY 2.5'MAX. CHIMNEY 8" TRAFFI( 8" 20"MIN. 20"MIN. 8" TRAFFIC 24" 24BEARING BEARING SLAB SLAB 12" MIN. 12" — — s= — — — —— 6„PROPOSED 4" SDR35 PVCPROPOSED 4" V. = 26.00 PROPOSED 4 SDR35 PVC 6" SDR35 PVC PIPE © J" PER FOOT MIN. 18 PIPE A" PEI ' 1 PIPE ® J" PER FOOT MIN. DROP TEES TO DISTRIBUTION LEACHING 5'-0" CAST IRON PIPE SHALL EXTEND FROM PRETREATMENT TANK POOL 8„ TO DISTRIBUTI( THROUGH FOUNDATION WALLA & GREASE TRAP 4'-0" MIN. OF 2' (INV. EL. OUT =25.17 PROPOSED 4 SDR35 PVC POOL (INV. EL. IN = 25.67) 4" ., (EFF. DEPTH) (INV. EL. OUT � BUILDING CONNECTION PIPE C� � PER FOOT MIN. TO DISTRIBUTION LEACHING CLEAN OUT 5'-0" LIQUID DEPTH POOL I.♦ .� (INV. EL. IN =25.07) � 4" 1� 6„ 291 6" ,� 1 .200 GALLON PRETREATMENT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �� 8 - I TANK PVC PIPE FROM MAC "R" BLOWER TO 24" HEAVY DUTY CAST IRON LOCKING COVER (H-20 RATED) TO AIR INTAKE AS PER MANUFACTURER'S GRADE W/ SAFETY SCREEN & CONCRETE COLLAR/RISER (TYP.) 1 ,500 GALLON GREASE TRAP REQUIREMENTS PROPOSE 4"e CONTRa,BALL HEAVY DUTY & LOCKING CAST IRON VALVE WrrH RISER/CLEAN OUT COVER TO GRADE. COVER TO GRADE(TYP.OF 2) HEAVY DUTY & HEAVY DUTY, WATERTIGHT, TRAFFIC LOCKING CAST IRON BEARING AND LOCKING FRAME do END CAP TYPE COVER TO GRADE. COVER TO GRADE TOP OF RIM LEVELING DEVICE ST1 RIM EL. 27.50 ST1 RIM EL. 27.50 ST1 RIM EL. 27.40 ELEv=27.2' ST2 RIM EL. 27.50 ST2 RIM EL. 27.50 ST2 RIM EL. 27.40 INSIDE TOP OF VAULT 2.5'MAX. EL. 116.61 2'-0" MAX. 2'-6" MAX. 8" 24" AE AE A SAE I1E A A A A 2'—O' MAX. 8" THICK TRAFFIC 2'-6 MAX. V V V V MIN. 4" DIA g SDR 35 PVC PIPE L 4" AX I BEARING SLAB PITCHED MIN. I 8" THICK TRAFFIC 1/8" PER i' 2" MIN. ABOVE of ca BEARING SLAB 5" OUTLET INVERT 8 S s 2" MIN. PROPOSED 4" SDR35 PVC s IW.(IN) S s s S 3" PROPOSED 4" SDR35 PVC PROPDSED 4" SDR35 PVC PIPE 0 A" PER FOOT MIN. EaV. 24.21 " 00 PIPE 0 A" PER FOOT MIN. PIPE 0 A" PER FOOT MIN. TO DISTRIBUTION LEACHING L INv.(OUT) TO TO DISTRIBUTION LEACHING POOL I. ELEV. 24.04 POOL ISTRIBUTION LEACHING POOL (INV. EL. OUT =24.30) � (INV. EL. IN = 24.47 BOTTOM OF TANK (INV. EL. OUT =23.70) DISTRUBUTION/SAMLING MANHOLE EL 23.37 9'-0" INV. =23.62 (n 8'-5" PROPOSED FUJI CLEAN CEN14 I/A (EFF. DEPTH) O.W.T.S. INSTALLED IN HS-20 RATED PROPOSED 4" SDR35 PVC O PRECAST CONCRETE VAULT PIPE 0 A" PER FOOT MIN. D INSIDE BOTTOM TO DISTRIBUTION LEACHING OF VAULT = POOL BOTTOM OF a O TANK EL. (INV. EL. IN =23.95) 108.61 11'-8" C) (EFF. DEPTH) j PROPOSED I f A O.W.T.S. FUJI CLEAN CEN14 1.350 GALLON IN HS-20 RATED CID PRECAST CONCRETE VAULT C_ N.T.S. (VAULT AS MANUFACTURED BY ROMAN STONE CONSTRUCTION COMPANY OR APPROVED EQUAL) REFER TO SHEET -- FOR ADDITIONAL INFORMATION r 12'-0" 1 0.0'w - I I U 15'-0" 3.0' (MIN.) 6" 14'-0" s" DISTRIBUTION LEACHING COLLAR C_ POOL U •:COLLAR`••. / #5 REBAR EA WAY TYP. I . " e ♦• � ♦ e 96 e n .. 10'� , 2'-1 3/4" 2'-1 3/4" I. ( 2'-8 1/4" "'WN' :•: •:• : 1 x.95 f T ''MIN; ABOVE HIGHE$F.. U ° `n I .... ...:. :...' EXPEC.TED..G _OUNDWATI=R .....:.:6' ,MIN:",P.ENETRA N :.•'...INTO A'VIRGIN :STRATA I % : : OF SAND & GRAVEL'%'.. N HIGHEST EXPECTED WATER ELEV.=4.40' - - -- - - -- - -- - - -- - - - - --- - - - - - --- - - -- - - -- - - - #4 REBAR 0 12" O.C. TYP (VERTICAL BARS) 15'-0" 0 o BACKFILL MATERIAL 0 N 3'-0" 4'-0" 4'-7 1/4" S-4 3/4" CLEAN SAND AND U # 6 REBARS AROUND OPENINGS 6 REBARS AROUND OPENINGS GRAVEL o #4 REBAR 0 4" D.C. (4) 3'7" LONCS (4)4'-3" LONG qj 's TYP (HORIZINTAL BARS) 2 PLACES TYPICAL LEACHING POOL , RECEIVED ry 1- I JUN 14 2022 + U U U) 1 7" CLR TYP I SOut 0 d Town � i" CLR TYP ( Planning Board O ' N Y K \ n I - ` ° ° m ♦ I i ( DATE BY DESCRIPTION APPROV. BY Q a e d e ♦ 4 o I � ♦ ♦ #5 REBAR 012" O.C. e ♦#5 REBAR 012" O.C. I REVISIONS 6" 14 SPACESl� 12" = ,4' D" 6" TOWN OF SOUTHOLD N I j15'-0" — -f-� Xt EMBEDDED FRAME AS PER SUFFOLK COUNTY NY 0o US FOUNDRY ASSEMBLY 8027054 FOR 30" MANWAY .0 CEN14 HS-20 RATED VAULT SECTION VIEW ( SPORTS EAST COMPLEX O i #5 REBAR, EA. WAY 0 N.T.S. TYP � ' I �EOF SANITARY DETAILS I _ . N C- EMBEDDED FRAME AS PER N + US FOUNDRY ASS R I.Y24 8021820 " 6" 6" 4" 6" 6" 6" 6" 6" 7" 7" C C" 6" 6" 6" 6"I 6" E" 6" 6" 1/4 1/4 6" 6" 6" 6" L. K. NicLEAN ASSOCIATES, P.C. Q FOR 24" MANWAY (� 2 PLACES 2" 12" 2" 2" 2" 5 1/2" r CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 B THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS O AND/OR THE THE FROM SPECIFICATIONS.ONTHEE DEss rNrs Designed B Sheet No. 9 v MF�CFD scale: AS NOTED c— UNDER THE DIRECTION OF A LICENSED PROFESSIONAL (n CEN14 HS-20 RATED VAULT PLAN VIEW PROFESSIONALEENGINEER MUST SIGN. ARE MADE.o FSSID�a�/ Drawn By: MF Date: JUNE 2022 N.T.S. DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE __D (� DRAWING AND/OR IN THE N7209-2). Approved (NYS ED. LAW \" `" Approved By: RGD File No. 21039.000 B 3'-61, _ - CHAMBER Volume(gal) INLET BAFFLE I 0 Sedimentation Chamber - - 837 SCUM BAFFLE 02 Anaerobic Filtration Chamber 839 120 VOLT, 10 SERVICE TO FUJI ICIRCULATION Aerobic Contact Filtration Chamber 378 CONTROL PANEL AIRLIFT PUMP 2 #8, # 12 GRD IN 1" PVC --- - (IClarification Chamber 186 — INDOORS I OUTDOORS CONDUIT 0 Disinfection Chamber 12 Total Volume 5" INLET PIPE-,,,,", 2,252I — PX. I LOWTS CONTROL PANEL IN NEMA 4X ENCLOSURE a 4ISINFECTION ` PANEL I GROUND � � SPECIFICATIONS _ I � gra 6 CYLINDER (OPTIONAL) Anaerobic Media PP/PE I a s s NMI) c �� _ Board Type Aerobic Media PVC / PP/PF ONE 20A, 1-POLE CIRCUIT I NO " OUTLET PIPE Aerobic Media PP/ PF-, BREAKER N EXISTING PANEL 120A Q © Blower 7 cfm I - © FFLUENT Tank FRPALL IR —I - I � I d AIRLIFT PUMP Piping PVC / PP/Pf; I F J h J INSIDE SCHEDULE E INSTALLED E80PVC CONDUIT _ Access Covers Plastic/Cast Iron F & SIZED AS REQUIRED. Disinfectant(Optional) Chlorine Tablets I AIR AIR I COMPR. COMPR.�� LOWJ B VENTILATION PIPE),/ OPENING (TYP LOW BAFFLE IR INTAKE FINISHED GRADE RECIRCULATION PIPE) (CLEANING OPENING) PLAN VIEW — ON-SITE WASTEWATER M RECIRCULATION TREATMENT SYSTEM 1 PUMP ALARM EFFLUENT — F_OAT FLOAT PUMP viTCH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 18" MANHOLE 18" MANHOLE ASSEMBLY 4"' MANHOL ISINFECTION 4" MANHOLE S�,v,T;;H CYLINDER (OPTIONAL) LOW OPENING OWTS SINGLE LINE DIAGRAM 1"-7 " N.T.S. 7,"" I = _2" 0 CARD TYPE O CONTACT MEDIA 4 6'"6 @l 8"_3 "p O 6,_3 ," 5"_3 ", 2*-8 " 3 ECIRCULAT ON AIRLIFT ASSEMBLY 0 Specifications Model MAC150R11 MAC200R11 AEROBIC MEDIA O O 7 Air Flow Volume AFM 5.3 _- 7. ' L/m in 50 200 Normal Pressure PSI 2.9---- ---- FLOW OPENIN AERATION ASSEMBLY D 20 �T A AA STT c� r� TT��ll��� p VIEW fix/ ® ® Rated Voltage V AC120 SECTION A-A VIEW JEt mini' B-B I VV Power eCansumP t i on W 115 00 155 Weight kg APProx ,9 2'-0" Outlet Pipe inch 1 " (OD) Power' Cable Inch 6'2" 3„ 1 UL fine number UL E341420— Country of origin Japan 0 CAPPED OR PLUGGED SUFFOLK COUNTY TYPE °'F" � ADJUSTABLE CASTING TO GRADE VISUAL FINISHED BEACON + INSTALLATION OPERATION & MAINTENANCE NOTES: SYSTEM CONTROLLER/ALARM GRADE O O 7 / C_ (FASTEN TO BUILDING) - `---- ADJUST TO GRADE WITH N.J. SHALE 1. INSTALL BLOWER ON LEVELED SOLID BASE. ENSURE ADEQUATE O _-RED BRICK & MORTAR (MIN. OF TWO n - CDURSES & MAX. OF 15") VENTILATION AND PROTECT AGAINST DIRECT SUNLIGHT. 2. MAINTENANCE REQUIRES A TRAINED TECHNICIAN. ® ® ® 3. FOR MAXIMUM EFFICIENCY, INSPECT AND CLEAN INTERNAL AIR FILTER 6" LA"ER OF STONE ONCE EVERY 3 MONTHS. MAINTAIN MIN. 6" SEPARATION 4. RECOMMEND DIAPHRAGM / VALVE ASSEMBLY REPLACEMENT ONCE U ELECTRICAL & CONTROL TO BLOWER BETWEEN BRICKWORK AND STRUCTURE EVERY 12 MONTHS. (NOTE: A DAMAGED DIAPHRAGM WILL TRIGGER SEE THE AUTOMATIC STOP FUNCTION.) — CONTROL WIRING TO OWTS PROFILES 4"DIA. SDR 35 PVC PIPE PROPOSED CONCRETE PAD U MAC "R" AIR BLOWER TO BE 4" DIA. 30" ELBOW HARDWIRED TO CONTROL PANEL E TO O ELECTRICAL z 4"X4"X4" 60' WYE BRANCH C' SUPPLY g / COMPRESSED AIR LINE TO OWTS o GFI RECEPTACLE �, I FLOW sDR ss SDP 35 FLOW 71" rl"0 MOUNTED ON BUILDING INSULATED BLOWER ENCLOSURE 1I U U U 7E I T /m 7777W y L_> 6" CONCRETE BLOWER PAD TYPICAL BUILDING CONNECTION CLEAN OUT DETAIL �8 GRADE N.T.S. ~—�4"" � f 8 3„ 6" c1 U 0 CONTROL PANEL & BLOWER DETAIL O N.T.S. PROPOSED CONCRETE PAD PROPOSED CONCRETE PAD 2'-0" 2'-0" U O DOUBLE MAC 200R11 BLOWER DETAILS RECEIVED I N.T.S. JUN 14 2022 119 outhold Town Planning Board aCAPPED OR PLUGGED SUFFOLK COUNTY TYPE "F` 1 " FINISHED ADJUSTABLE CASTING TO GRADE 1-2'—0" ` I CD GRADE " O — ---- ADJUST TO GRADE WITH N.J. SHALE 4 _ DATE BY DESCRIPTION APPROV. BY -RED BRICK & MORTAR (MIN. OF TWO I -1 '—q -" C5� COURSES & MAX. OF 15") .,, 2'-10"--�� REVISIONS 0 6" LAYER OF STONE SECTION TOWN OF SOUTHOLD 74-DL.A. AINTAIN MIN. 6" SEPARATION TWEEN BRICKWORK AND STRUCTURE STAINLESS SUFFOLK COUNTY NY SEE PROFILESSTEEL BOLT +' DR 35 PVC PIPE A. 30' ELBOW PLAN 1/s'° TH K. WASHER --- SPORTS EAST COMPLEX 0 0 3/8" 0-RING GASKET 4"X4"X4" 60° WYE BRANCH MAX OF Ew SANITARY DETAILS 2 _ NOTES; --,___�„ FLAW DiA. S -3 FLOW1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B ORN —A SDR-35 2. LOAD j— 35B SPECIFICATIONS G: FOR AASHTO & HS 20-44 HIGHWAY o LOADING L. K. McLEAN ASSOCIATES, P.C. N 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND r— CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 PRECAST OR APPROVED EQUAL. ,V TYPICAL BUILDING CONNECTION CLEAN OUT DETAIL THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS �A AS NOTED Sheet NO. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS g y: MF/CFD Scale: 0 24"0 WATER TIGHT HEAVY DUTY LOCKING s� 7 ,' -- N.T.S. � Designed B AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL FRAME & COVER ENGINEER. WHERE SUCH ALTERATIONS ARE MADE. THE '�y, PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND •r 1� 'lVY' Drawn By: MF Date: JUNE 2022 N.T.S. DESCRIBE THE OF THE ALTERA71ON O DRAWING AND/OR LINE TSH SPECIFICATION (NYS EDNLAWE S 3 SECTION 7209-2). 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U . % -,�N_�:"/;Ll , - - - - ,� ,� V 71 , EVERGREEN .C� , I - V !" ,�""�­_��, -...-_- - - - - , � � . 1""","',`�,1,��,,,����, I I � -------7-, 111',, " _� - ,� -_��_,___lAe-11 ,�,, I I . . � I "k,----��---,,��'---,,-,,��"',,?����,�,�-,",�-,z -,� �"" ",,,,,­��,"�7�'�', ,�­�'-­��-,t-­*_,,, �­--- . -,___77_774�_x 77 ,,,"-__�___,�, 1, I 1____ ,I,- ,,,, �,__-­___� , 11 .., _� - _�* -',--" LATIFOLIA LAUREL I , , ,;,Z'- 1,I I ",; \, 1�-,11 I I __­� -- PROPERTY . - , ,� _�� - I 1_� ,� I I ,, � - - I , 11 I , � "",,,,',��:,� ,�-"' -11, ,� ,, - ;�',�"_ ,e �­;­ , ,- 1 I ' ' , I I t" i , I 7 ��',', -7,'�',,--,, - �,_....��',�,-"�' , ,-) - 'Y'1��_,I :,­�" � '�_�,­� ,7,;��­, ,� *777,wf,,,��,,�,,,,, ,-,,,", -,� ,�, , " _� ,4 I, ;�',_ - � - " , I ; I "I-, � �, � _�� - , , _� , 'k- .�j7 ...... ,,, �"`�4­1' � , �,� , ''- , , , , . . . . �� -, I ... � "'�',,'_�"z','��-,,,�,,,,��,,,�,-,�,��""�,-""""",�"�, , " � -1-111 -� , "�,_1 ,,� -��,Ijl­,, ,--,,,-,,, ,_Z��� , T��,�,T�,",,,, , , � , , ", - , ,, _�, , ,�_, , ", �, � , ,�,,,�, ': � ,� " , �. , I , ­ , , , ,, e� :, ,Z, �::,�:,�,, ,,�, ,,, ,,,," I- "" " ,, 'V ,�...�,,­�," ,I,_�, � , 'I'll �'- I " 11 '­_ � , " ,� , , _11�� , � -�� �`-��,,!� "� � /1-1.1- ,; "'. - ,� �,, _._. . . .. 11 , I �'��, �, ,, -......�:_� ,, , �,,,';, ;� � ,, , ,�-"1 " ­�,'�­*­� , " )�)��' ,* * * - LINE > . * * �) � , _ � I �" ��, I �, I , A-1 ­�,:��,�, '' 1'� �2�"�, . so@ igs ,38 ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT . . . .(� . . . I 11 ,� , , , ,�. �__­ I I �, I I "- '�':� ��_" -�, �_ ;" -,,''�',� _��,`�� "', ­,>­��, "", ,�,,,( ,,, - , " -, " L, , I I � ","",""-;, ,-"j,", , �,�, � ,,,,, "",__:, � _�,� , "-_�K_ � I I I _�Il' " ,, � "-A,,, " ­ , ,�::, , , " , ,,�,��,�,,,�-,�," I " , 4 ­� �� - I " _11��1' "I I I 1� _", :��',,,f,__ � � , ",%, , , , ' "I "i� , I , ,;,i,�-",� _11_� HT., B&B , : I I, I I I -- - " , 11�',`,_Z�,�"'11_1�'11�,, '' - " , '' �, '�' �ilt2a,_zll��___, , , - * � . I 11 ,�_1 N, ,, ", "� ,�r"� , .,� , ,_,� ��:�' �) �� , V " � , ,�",A"","�, ," , ,z�, , - � 1��L' `�" ( � ,�,It ; � ��; I : --�("iI - - I . -L, ,(�, ,,�) * (* * I ��,11"I A . � 7 I - F-' X , (TYP.) 3' O.C. COMPACT , -A 0- * ` 2 �, � , #*" Chp 36 CEPHALOTAXUS YEWTOPIA (COMPACT #,3 _,_j tD I " _j 2, 11 �, ''I ********W i\� ) � Z_ - - - , -1 - __ __ ­� (I - CONTAINER cr) M -, __ --- 75 �)Q_ ,�Q_, HARRINGTONIA PLANIA JAPANESE PLUM YEW) , --po- - - (\� tn. I\ - - - - - - - -- - - - - - -- -- -- - - 7120-f W 573,421 PROP ER-TY LINE /TYP.\ V OR ALT. HICKS YEW ,---' �3 - - __ __ L__ __ ___ \\ ", ) � / 'HICKSII' U-) .­­_____________ ___________,________ *OaOO PvHm 44 PANICUM. VIRGATUM HEAVY METAL SWITCH #3 3' O.C. ORNAMENTAL CD PLANTING PLAN ____ ____________________________ C�l PARKING AREA LANDSCAPING 'HEAVY METAL' GRASS CONTAINER GRASS ,P SCALE: 1 "=30' 1-1--____ --1----- --- -f-ir?occordo,t7-c-e with-§280--9S)-_ --- -_--T--------- --- I PLANTING NOTES: ARFA ID I - -j . SCHIZACHYRUIUM ,� #of Interior Interior Perimeter Perimeter Ic I 00000 SSTB 50 THE BLUES LITTLE #3 3' O.C. ORNAMENTAL C-) I ,�tal k 1 landscaping Landscaping 1-andscapIng landscapne � - . SCOPARIUM 'THE BLUES' BLUESTEM CONTAINER GRASS FERTILIZER/PEST MANAGEMENT NOTES: � 1 Required (sf) Provided Required(sf) Provided ___�_�.,._��,_ - I ., 1 . PLANT MATERIAL SIZE & TYPE SHALL FOLLOW THE LATEST ! ." 11 I) __�� 10 1 . THE USE OF INTEGRATED PEST MANAGEMENT (IPM) STRATEGIES ARE REQUIRED. I i (stalls X 10sf (5f) (4'xIot (sf) %%.�.,%,_� � 4 DEPTH TOPSOIL AND SOD I DEPTH MULCHED AMERICAN STANDARD FOR NURSERY STOCK" (ANSI) AS PUBLISHED I in areas wlth perimeter) .�. . � . � �� (FESCUE/BLUGRASS MIX) C. � � ��,�..�,�, U BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 2. THE APPLICATION OF SYNTHETIC HERBICIDES AND PESTICIDES ON-SITE ARE I i , . � . � � . - I a, 20 i-sta I I s) cz PROHIBITED. I 1 32 � 320 523 38Ox4=1.520 1,662 � . 2. ALL PROPOSED PLANTINGS SHALL BE IRRIGATED WITH AN APPROVED -------4 � _ ___ ____ I -_ I 4" DEPTH TOPSOIL AND SEED MIX FOR NATIVE/NATURALIZED TURF AREAS (WHERE MOWING IS IT 1 36 360 1 446 33ix4=1,324 1.335 � I 4 - UNDERGROUND SYSTEM. DRIP IRRIGATION SHALL BE USED AT ALL 3. THE USE OF PESTICIDES ON AND AROUND SURFACE WATERS "WETLANDS, STORM � - ,� ANTICIPATED) SEE SHEET No. PL2 FOR SEED MIX SPEC. & EROSION CONTROL DETAILS V) ND BUILDINGS AND PARKING AREAS. � 11, i 0 � I � 66 660 686 572x4-2,288 2 381 1 ,� ,V � �_] NDING) IS PROHIBITED. _______-�I------------- ______ t��_____ --- -_-1 -------4------,-,.-,� -_--__1'.- -_ -�.........-______________.,_ ____ ___ _ Total � 134 1 1,340 1-655 5,132 5,378 Cn 3. ALL PROPOSED STREET TREES SHALL BE WIRE FRIENDLY TREES AND 4. THE APPLICATION OF INTEGRATED PEST MANAGEMENI IS ENCOURAGED. I I ,� t �_ SHALL BE A MIN, 5' SETBACK FROM RIGHT OF WAY. . -- - 0 5. FERTILIZER WILL BE APPLIED ONLY AFTER IT HAS BEEN DETERMINED TO BE cl 4. SEE SITE PLANS FOR OTHER NOTES AND SITE FEATURES, MATERIALS NECESSARY BY SOIL TEST, AND ONLY IN 'THE SMALLEST AMOUNT NECESSARY, RECEIVED U� / NTED. __­_ -____-7 ---­ __­___________--------_____ -,.----- ---..------- ____ -_--------------------- -_ _* � TREES PROVIDED OWSITE " � : 0 6. ONLY ORGANIC-BASED NITROGEN FERTILIZER WITH A LOW-NITROGEN NUTRIENT i I I ; : JUN 1 4 2022 1 1 ! 0 5. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED LEAF MOLD) RATIO AND HIGH PERCENTAGE OF WATER­INSOLUBLE NITROGEN (WIN), 50 ___._.,._ __-- _, ___- -________------.--,--______,____ - - , I I DATE DESCRIPTION APPROV. BY CD WILL BE INCORPORATED INTO THE TOPSOIL AT A RATIO OF ONE Area N c). I Perimeter I Requ __�-_'R e q�u-ir------- --__ __ -----'----_____ - ___- ____- - __i I - I __. I � -LOW FOR z Southold lowl, , PERCENT MINIMUM IS PERMITTED TO BE USED. THIS PRACTICE WILL. AL ired ed Required I Total : I Description of 1 (if) §280 §280-9SA §280-95B New i �_� _Y, L rd REVISIONS CT) PART ORGANIC MATTER TO TWO PARTS NATIVE TOPSOIL, TO SLOW RELEASE OF NITROGEN, DRIVEN ONLY BY BIOLOGICAL ACTIVI'T TYPICA! LY � : � i Planning Boa n____i - 1 CD Stalls 1 1 � i Provide& L INCREASE ITS WATER-HOLDING CAPACITY. IN SOIL TEMPERATURES ABOVE 55* F, AND WILL PREVENT NITROGEN LEACHING, ­___ __ ______ t - _____ r I.- ------ -- --- �...--7------�..,-�----�--,.--�--- ---�-�- -----,�----- -, ___.,_________1 T 1 7. A MAXIMUM OF 1 LB OF NITROGEN PER 1 000 SQUARE FEET IN ANY ONE __1 ----------------., -.-,----�----------------------------------- -----__._j Cl_j 6. COARSE MULCH AT A MINIMUM DEPTH OF 3" IS REQUIRED ON ALL A r ea 1_____ __ 3-2 __ 1 380 i 3.2 9.5 12.7 1 OWN � � � Area 11 36 � 331 - 3.6 8.28 11.88 1 PLANTED MATERIAL. APPLICATION WITH CUMULATIVE APPLICATION OF NO MORE THAN 2 ILBIS, PER I i I 1 14-3 i ! SUFFOLK COUNTY, NY E ,_` Area Ill 66 � 572 � - � 6.6 1 20.9 7 : - U 1 ,000 SQUARE FEET PER YEAR IS PERMITTED. ; I I 7. ALL TREES AND -ANDSCAPING ARE REQUIRED TO BE MAINTAINED BY - : - - I I r_1__) Road ! 38C 9.5 � � 10 A SPORTS EAST COMPLEX ! i ; I)- ROVED SITE PLAN. 8. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS PROHIBITED Frontage I 1 0 'O I -.-. L__ SHOULD A TREE DIE OR OTHERWISE BE DESTROYED, IT MUST BE UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST SHOWS THAT THE L�WN __ ____ ______ ___ ___ __ ______ - _____T____----4- ______-_-- -_-_______-1. ffu , - . 1 I ONIC Total 10 13.4 : 32.08, 55.48 ! ! � I - ?L REPLACED WITH THE SAME SPECIES AND SIZE AS SHOWN ON THE H PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD Required Say 14 : say 32 � � I I � a) APPROVED SITE PLAN WITHIN 6 MONTHS. ANY CHANGE IN TREE OR NUMBERS. THE NUMBER IN THE MIDDLE IS THE PERCENTAGE OF PHOSPHORUS Total 10 14 1 32 i :5 D IN WRITING BY THE IN THE PRODUCT, E.G. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE MIDDLE i �, I , PLANNING BOARD, Provided i 1\ C`� -c- OR LOWER IS NOT RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 0.67 i � i 0 30 60 : ! I . . \\ (N �, I Street Trees Provided on Exterior Roadways per §161-44 � 10 . S MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST ! � : 0 ---- 8. ANY TREE NOT SHOWN WITH SHRUBS LOCATED AROUND THE BASE I I i - - Feet * \� rl� E PLANTED WITH A 5' RADIUS MULCHING BED INDICATES IT IS NECESSARY, ! Total Proposed 1rees 166 i 41 L. K. McLEAN ASSOCIATES, P.C. � � ! -0 I Note. i ­�- (1) FROM THE CENTER OF THE TREE. i E__ I CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 � I)Perittir.tprLoicDiotL-dexciud,- i C-,> �. sii)ieorf(i�)tL7gpborcierinqaccp-ssioroL7dwayetodioi.e.ot�,L7rkilip i I I- 1_ 1 Orpo,and od,10cent lav",�area-S. � THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS r7l L .�� � It C ; � I * 1.� I � i I , 11 Sheet No. � 1�_" , _', \ ��'_�_ _�__�_ ����,�� �, ,_ '�' :__ , , -- I I - I \_ _ \ ,_J .14 _,�,_ - _ :�) Ti44-41T-) T ; I I ��q -7) - I , � ,� �0 9. STREET TREE PLANTING ALONG FRONT RIGHT-OF-WAY (R.O.W.) ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS �j f�- Designed By: LMY/CFD Scale: AS NOTED NYI PECIFICATIONS, UNLESS IT'S � "I . � � U) SHALL FOLLOW THE TOWN OF SOUTHOLD LANDSCAPE CODE 161 -44 UNDER THE DIRECTION OF A LICENSED PROFESSIONAL I ; 7 %e* " I - ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE .. - 4 _�--, ,�- A THRU K. AS DETAILED AND SPECIFIED. PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND lr.� i:-1"A,:,\ Drawn By: LMY Date: 22 ' ' ([� DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE �1:z:::,.:-� , ; , - - DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW Zz.,M_ - PL1 SECTION 7209-2). - Approved By: RGD I File No. 21039.000 1 1 I • ' PROPERTY LINE (TYP.) P L A N T M A T E R . r t . . 4 : 0 r1 \ 4 : a , ; ; ; k 4 ` , t , �_ c \ - SPACING NOTES \ 1 ~' SYMBOL KEY QUANT BOTANICAL NAME COMMON NAME SIZE & TYPE ` • . , t t ` t �� �1 r t\1!/�� '`,.' Iy \ {,lir l t�l:i /n 1 'y' ' l'i _ � ..ji *�� /'t , , , , . , 1 f' ' j1/ \ '- ,I ;. ✓ % iI ` Er k ArRP ACER RUBRUM RED RED POINTE MAPLE 2"-2.5" AS DECIDUOUS t , � 3J t , - , . ` ` , , a ` ` ` ` � �, I- ""' �-' �-�_ ,,,,,,/,/, ,_,,\��z ;_ �.,�< �h -��. �.la E' AL SHOWN SHADE TRE , t , tt . , .,x POINT C S S E t : : ; ; : : ` � . : " �, - -- - NCE 2» 5» ,r. 1 - - - - _ _ _ - - - -f - , • � < < < , t , AgAB 3 AMELANCHIER AUTUMN BRILLA -2. AS DECIDUOUS �. ` ` t , , , , : ` ` ` • . */ �___ �,("� ff,i'' ,' ,i-� v1 � GRANDIFLORA x AUTUMN SERVICEBERRY CAL. SHOWN SMALL TREE . , , . - � M BRILLANCE : : ` • t t t t : : '- � -, a a . ,_ \�, �7/'�> . `<.' CcA WHITEBUD REDBUD - .5 2 CERCIS CANADENSIS 2» 2 '> AS DECIDUOUS ALBA SHOWN SMALL TREE „ 4 f , �� .11 \.,- ,/ � CAL. t . , a ` • , ta , a �. r � x ' ` • ` � E CfCP CORNUS FLORIDA CHEROKEE PRINCESS 2"-2.5" AS DECIDUOUS Ir ` t a • . : , , ; 4 : / �- 2 'CHEROKEE PRINCESS' WHITE DOGWOOD CAL. SHOWN SMALL TREE 1 AgAB 1 \ 20.0 r ` . ` 6 FxC ( " ?YP. 17 �v GtiS 2 GLEDITSIA TRICANTHOS SKYLINE HONEY 2"-2.5" AS DECIDUOUS k : ; ` ` , ` 8 Jv --- 1 E',\' ,` . PS I__ � � INERMIS 'SKYCOLE' LOCUST CAL. SHOWN SMALL TREE Q 2 5» 3„ (i I ' ' ` ( i 4 - - - QUERCUS RUBRA RED OAK DECIDUOUS �13A GE Bf�,IN r QU AS ` +� CAL. SHOWN SHADE TREE • ta 7, , . , t 4 : ` 6'- HT., 0' ERGREEN ` 1� %I �\ ? 7 Am 5 HxH �``s Ps 6 PINUS STROBUS EASTERN WHITE PINE TREE 8' 1 O.C.0 C. _ B&B ` „ ° " " I 1, rl , a t 4 ` : , , k ` e 1 CCA /'.�.�. \� %/ ,t .I+�, f \; �'\ F .r,M y..m._„. Q 6''- ' 1 0' O.C.U §_ -__' \ - Jv JUNIPERUS VIRGINIANA EASTERN RED CEDAR 8 #5 TALL 4 L 4 , : i k 4`L 5 Vd BB �/ ._._ __- - -_ --. - -- W _-- __ - - __ _ - ._ __ f � �� , CONTAINER EVERGREEN �;1 ��� 4.0' r' 1 _ err, HEDGE _ I' (TYP.)-` i L1 _0 rJ--� L r t' fir'`_ iv 17 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8 , #5 6 O.C. TALL ` " • ` ` . t : ` __ � : ' ` ` ;` CtiS __ '� Y�' � CONTAINER EVERGREEN ` ` ` ` a � ' - - -- - - -- -- --- - - - j -,_ ­ ­ - :' .` CsAI= e E - -� _��A � Am 14 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' O.C. �F I� �NG ` ° SHRUB 4 i : ,` CONTAINER g - FORSYTHIA �( ' FxC 18 HIA x FORSYTHIA GOLD 3 3 O.C. FLOWERING tem i �' 7C t . :. : a :t ` �\ 3 TIDE 'COURTASOL- CONTAINER LOW SHRUB 1 CfCP . ' x t yE x ` a„,... R t a • R z z $ y1 f r�E r. t k i '� n - f , , ` • � ` ' : , : < HxH 1 1 HYPERICUM x HIDCOT HIDCOTE ST. 3 FLOWERING G C � E # a s V H x H ,t R k ';, �`' r§ a. .,�a y w x z 3 0.C. ` ` a #sa� g I Ei E rNy JOHNSWORT CONTAINER LOW SHRUB F, ,. \\ � a `F aP y��� .S R.,,..-.. a , �`.:,. '9'<,�< £FN Z k3. - La aR J:,h u P n , ¢ a r"�1R 4 Ey 3rd '�'.w ye1.,f 1 • a \ ,� ..�f Rk\1.n .,i.,.r, 1 a 14 RHUS AROMATICA r� wy R LG GROW LOW SUMAC 3 O.C. LOW SHRUB ` ` t ` a .. .+ �,'..}} 3 E a. Er. E Ria art �`.��-�J-'�.i , #3 t t , 1 El{�'sf'§E ,. 3 r" '�(*�) ,$h£,+g .\ - :1 GRO LO CONTAINER , t 4.0' x �r .�. n", F. * h \ f s$O.o,§ a TYP. .,, 5 O.C. ,+,, any' „a,. E,, CsAF 14 CORNUS STOLONIFERA ARCTIC FIRE 5 FLOWERING I "�� YELLOW # R.O.W LINE ` 3 . %, . ,Y , - f , I ARCTIC FIRE YELLOW TWIG DOGWOOD CONTAINER SHRUB a� >. " E, C- ' <'' N3 k� q ,kms TYP. <_` F ( a / 11' � _ 35 1< .= e. a ,. E ;. ..,: . .,. s f .,. , 5 5 O.C. FRUITING PoF 10 PHYSOCARPUS FIRESIDE NINEBARK # • a a t t , Y 4„Sf N F �, ' TYP. ,,,,-, oa f.. #s ,v.>. (-_'���`~\���rr. 'FIRESIDE'( ) ti CONTAINER SHRUB , „ , A NER m, < „ , LI OPULIFOLIUS FIRESIDE a r,: ., t t �': r a ,. �._ r r^ : 4 : is f , -1 r ..y "" r,: I'll �. ' 17 VIBURNUM DENTATUM 5 5 O.C. FRUITING " _� VdBB TUM BLUE BLAZE # .,.s. r: x p� `,.. t ,asn:'.y,. 1 r.Y,u Y,5,..,.n., r.F`1} f c,:.:_. ::,fa Fr' c' "" ,.t. . .. "' SH � 'FhE �J CONTAINER RUB �,t - :.p:� _ BLUE BLAZE ARROWWOOD r, aj , I ,. ..,..::. \- \ ,,- f T 1f »r , s b 5 �{® - .} A-..:ram 3 O.C. COMPACT }rR I S 1 2 SHAMROCK INKBERRY 18 24 ,, z. 9 ILEX GLABRA SHAMROCK t _ 1 !aS �F £ ,. U V T. E ERGREEN .. H B&B _ , ,., , t a �E. , t , „ t a f .. y ye. ...., B 5 ,.I'll.,, 3 O.C. COMPACT _ cnP 11 CEPHALOTAXUS 3 � YEWTO P # 4 ' IA COMPACT � ,.. t \-x.., „,'': V. Z ,. Vie' /,_. ' �' „� = i , ;.' h.. .. fit. t a `._.,.. . . .,, -. EVERGREEN .), '. ..:: HARRINGTONIA PLANTA CONTAINER �'� .r. wa i , I �F5 � JAPANESE PLUM YEW „ 11 ChP �. ,v , 0 R ALT. TAXUS X MEDIA OR ALT. HICKS YEW } ' .a, :., .§ , � . o HICKSII .: 5:1�� r .,, : �,: - - E - -- r : , k , :` f �� 1 PROPOSED . . . - . . . . , - L1AgAE1 - h 4 DEPTH OPSOIL AND SOD/� , , 3 DEP H MULCHED_1_. TRAN Fy.• t aS ORMERFra, , iCU B GR EC• � , , ` C - ill . , , . . � , (FES E/ LU ASS MIX) NG S 0� 7 Am Q 5 4" DEPTH TOPSOIL AND SEED MIX FOR NATIVE/NATURALIZED TURF AREAS (WHERE MOWING IS " ` , - ID I L, : : , " _ In : ; ; < < : : : ; ; 11, � - ANTICIPATED) SEE THIS SHEET FOR SEED MIX SPEC. & EROSION CONTROL DETAILS ,���#.�EES , t ' R : :: : _ _ : - - _ : ,1 a u ` ` • ` ` . ` 3 ` Ar'RP '\ SEE SHEET No. PL1 FOR PLANTING NOTES AND FERTILIZE /PEST MANAGEMENT NOTES 1 FERTILIZER (f) h - ' ' : : : : : ., : : : : /PEST °k . k ` �� F. 5 vi }qy n ft�f' V ,` t . e t , t, ` . a 3flx�l'' !F � _ _ �S iy : .`l t , V r , � dd11. - 1 �. �r��l1 1 G- r----i �- - �" ' %l J) LIMIT OF SLOPE SEEDING �: i � . ,pfrz= J _ : : ; E.C.M. T- SEED MIX FOR NATIVE/NATURALIZED TURF AREAS: (-) t t t 1 CcA �caaf �.O' �- STAPLE (TVP.) /' (WHERE MOWING IS ANTICIPATED) : : : 4 k ` .: : : 5 VdBB 1 CfCP : (�'.-) ,` 4 . , \� (TYP.) i3 t . r ` ; ` : ` : 5 PoF k` : a ' / j 34.0% - FESTUCA RUBRA -CREEPING RED FESCUE ___ , t ` y -' TOPSOIL ! ._ 33.0% - FESTUCA OVINA - SHEEP FESCUE \ , / t : ` t ` , • ; ; ° a` c . LAYER 10.0% - FESTUCA BREVIPILA, 'BEACON' - HARD FESCUE, BEACON- C.5 ° ` r ` ; k ` `` �j= , �\ PROPOSED - 5.0% - FESTUCA OVINA VAR. DURIUSCULA, 'RHINO' - HARD FESCUE, RHINO- 1 • , ' ` k 4 ` :f ' ` . • a . ) BUILDING - _ / 5.0% - FESTUCA OVINA VAR. GLAUCA (F. ARVERNENSIS) (F. GLAUCA) 'BLUE RAY' - BLUE FESCUE, BLUE RAY- �' (�° ` ° ` ` ` ` / �,,;,,,,,,,��;�,,�­;, (SEE \� --- G 5.0% - POA PRATENSIS, 'ARGYLE' - KENTUCKY BLUEGRASS, -ARGYLE- '1___1 j O-) t 3 : : , _ ARCHITECTURAL TYPICAL E.C.M. C� ANCHOR TRENCH DETAIL 5.0% - POA PRATENSIS. 'SHAMROCK' - KENTUCKY BLUEGRASS SHAMROCK- ` ,: "� § f : . : I � '/ i / . 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SHOWN SHADE TREE AMERICAN NURSERY & I 11 I Ld GbS 6 GLEDITSIA TRICANTHOS 2'P-2.50' AS DECIDUOUS LANDSCAPE ASSOCIATION i u� INERMIS 'SKYCOLE' LOCUST CAL. SHOWN SMALL TREE � CN 1111 ,_� Qr 2 QUERCUS RUBRA 2.5y'-3" AS DECIDUOUS 3" MULCH AS SPEC. Cn a) CAL. SHOWN SHADE TREE 0) SURROUNDING GRADE 0 Pa 7 PINUS ABIES 6'-8' HT., 1 O' O.C. EVERGREEN 4" HIGH SAUCER (TYP.) �� TREE � 0 B&B u ! PS 4 PINUS STROBUS EASTERN WHITE PINE 6'-8' HT., 1 O' O.C. COLUMNAR EVERGREEN FINISHED GRADE '� ,� e�) B&B TREE I u ,� TALL a) . Jv 29 JUNIPERUS VIRGINIANA 6'-8', #5 6' 0.C. PUBLISHED BY THE PLANTING SOIL AS SPEC. : E�_, I AMERICAN NURSERY & RECEIVED �, CONTAINER ,: 4 4 HEDGE LANDSCAPE ASSOCIATION DIG 2'(MIN.) DEPTH _____ - � _+_1 ! 10 F U) ,� TEST HOLE TO VERIFY . 0 �� 3' 0.C. FRUITING 1 1 JUN 1 4 2022 , (JG8G�30 Am 27 ARONIA MELANOCARPA 4" Hl,-,H SAUCER (TYP.) \�\�\\//,,\\/,\\1_1 1\\1 Lij I WELL DRAINED I CONTAINER SHRUB 1z "I'll I I .-- - 11 TOP OF ROOT CROWN SHALL � \N1 SUBGRADE MATERIAL - - \ I ,! 3" MULCH AS SPEC. . Southbld Town U) i LL - _ / I / �_ 11 NOT BE �1ORE THAN 2" 1 Planning Board �_ 11 DrRw 24 DIERVILLA RIVULARIS LOW BUSH #3 3' 0.C. FLOWERING I I I 1� d�� BELOW SOIL LINE 0 1� RU-BEE WREN HONEYSUCKLE CONTAINER SHRUB D_ j �� 3 MIN. .- 3X ROOT BALL WIDTH (M I N.) --I Cn � G��8� HxH 23 .HYPERICUM x 'HIDCOTE' HIDCOTE ST. #3 3' 0.C. FLOWERING 1 ____ - FLARE OF TRUNK TO BE TAMPED POROUS -Z I I I 0 JOHNSWORT CONTAINER LOW SHRUB . - (WELL DRAINED) DATE BY DESCRIPTION I APPROV. BY 0 SURROUNDING GRADE I I 0 - . O-) C*��D CsAF 1 0 CORNUS STOLONIFERA ARCTIC FIRE YELLOW #5 5' O.C. FLOWERING PLANTING SOIL FINISHED GRADE REVISIONS r_� ARCTIC FIRE YELLOW TWIG DOGWOOD CONTAINER SHRUB AS SPEC. PLANTING- 0 IgC 5 ILEX GLABRA 'COMPACTA' COMPACT INKBERRY #5 5' 0.C. NATIVE � 3 MIN. 7� ~ OR ALT. MOUNTAIN CONTAINER FLOWERING ROOT BALL � � I 1 N.T.S. 1__� I I SUFFOLK COUNTY, NY E U) LATIFOLIA LAUREL I _\ , . � � , _�_ \" 0 u SPORTS EAST COMPLEX N-) 9�, ~ Igs 12 ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' 0.C. COMPACT NOTE: , ONIC 0 'O HT., B&B I DIG 2'(MI N.) I 1H � H � . � L_ I (WELL DRAINED) - a_ � � ­ ­ ' : ' : 4." DEPT OPSOIL AND SOD I - _\ HOLE TO VERIFY _::��___ , � . . . : : : � � H T 3" DEPTH MULCHED - 11 �_0 Nk* - ' ' �� - ­ - I I I a) : : , : : : : : � : � : (FE 3CUE/BL U GRASS MIX) I � I PLANTING BEDS AS PPEC. ROO� I WELL DRAINED . . LANDSCAPE PLAN ( NORTH -WEST) I . , . . . . . . . ­ 11 7; 77--------\T 1 &44t W/,D7. MATERIAL I I N = & * 0� -�- 4" DEPTH TOPSOIL AND SEED MIX FOR NATIVE/NATURALIZED TURF AREAS (WHERE MOWING IS 0 10 20 � \[/ \1/ NMI. I I I � 0 �� ANTICIPATED) SEE SHEET No. PL2 FOR SEED MIX SPEC. 8c EROSION CONTROL DETAILS Nu:::�_� Feet r- i L. K. McLEAN ASSOCIATES, P.C. N _0 - .e .� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 - I �-) (.D SEE SHEET No, PL1 FOR PLANTING NOTES AND FERTILIZER/PEST MANAGEMENT NOTES. THE EDUCAMON LAW OF THE STATE OF NEW YORK PROHIBITS . 1! Sheet No. �_ � - LANTING ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS , Designed By: Scale: AS NOTED 0 AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS IT'S I , I - - \ 11 _,�\ --"--,- �\ �... _\ I \ , I- -_ ,4 -,_� I , I � I :%- - I `I— � ,li, ,I �__ /I- I - -�\ - 11-1 " I 1� 11 Z il \ - - I ,, " -__ ` \1 1, / I'— ��____ ____ �1,__� C_ UNDER THE DIRECTION OF A LICENSED PROFESSIONAL .1 jq��,\ ,,, ) N.T.S. ENGINEER, WHERE SUCH ALTERAMONS ARE MADE. THE ,_____­ . - LMY E ci , � ,,,� PROFESSONAL ENGINEER MUST SIGN. SEAL. DATE AND __ Drawn By: Date: I' _-D DESCRIBE THE FULL DCTENT OF THE ALTERATION ON THE PL3 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW 6� I SECTION 7209-2). 1 Approved BY: RGD I File No. 21 039.000 1 1 . I / / PROPERTY LIN E (TYP.) ---, . - � , - - L_ I I - - - - - � - - - - - - - -_11111111111,1 - - - - - - - - - - - - / I I I I , j I I �I I / I �I -k I 11,1,�,_,__� _,­,�`-\ � ,,�,�-�­_,�_ /­�`, ,-- � '1�_" I -/�'�I I I - f\ � � -I --1 . � � ) �- 1, 1, � ,'� � I" _,N�� � _i_ 1", �, !_ �f� 1\ __� , , I I � I I � ,I ,� , 4 \� � 1'� \� �, , , I � �,> � �, ,)� � � - " M A T E R I A L L I S T - - 4 �> ,/\ \� � � , - --- __ � 4 � � I 1� \ �> \, � ­_ __ - - �7_ � � �, ,_', � `� � � � - � I ,J �, -, �, i I_ I _�_ �� 11 '� I - I �_ , � ), �� -1 � 11 L� I �� , - � , LLLL I,/ I\ " __� - - , -1- I - *�-__` * ,*�,w\\_�_ , *z' *_ __�� _�*�� SIZE & TYPE SPACING NOTES I I "I , i_\_�_j_F IL-\-,,-,-/'� �__\_�,_/ L_,­\�,V-,- I_\_\/,\/_/__ ­\__\,_,��­ I ___\--\,^�/--/ I i SYMBOL KEY QUANT. BOTANICAL NAME I I - I ­ -7 7/-,�7 7�77, -:77-77,' � I � 7- � , � 77-77-7 -1 ,"�� 74-7-7---,- _�_1\11\ --/\-,, �11 _i __\ _�__\_, , I I � , , - , 'I, 1�� � -'---,- I" ," I", "', .,,;��I____'�,-\_11­111�I, -I�""I- ;1,1,I �I" � 'L � - ...._11 , - 17�7 _777�F--��,'_�7_ 7T- __:7�__7_71177 177 _7;7_1711- 1 11 , -1 11_,�� , , , - __ , - \,-\ , __ ,,, " " , , � 1 71 \ __ � � _ 7 7 / ­ / - , \� _7�1, 11� x - ,,, - /�/�� 1_/v -1 _/1 , \ I -1 , , , ,,,i - 'A , _�, , , , , I , I� � __� / T� - ,�_ , , �, , \/ , � _j � I � , � , , -I ," , ,r\� � i , , ,I " ,,,� 1'�' " - ­ " � "," \ I , �_ , , i "'�,___ -� , " , I :�k­,-,,)(----, , �,�(�__ _�"x":,- ,� � �, , RED POINTE MAPLE -2.5" AS DECIDUOUS , " " -, __ " , , N, ,,� , _� ­­ \ y , -, �,11_" , I 1)�'- -I� � , I\ 1 - �,\\\ " -/ , "� �, 114 -� I , ­­ , ___.X , -,;, , / "\ ,". ", ; , 11 i , - I e � , � ,-\ ,\ \1 � I � � � " POINTE' CAL. SHOWN SHADE TREE I, I / " , , - ___� \� """"", "*,---,-­ ,�, �, � 4____ , , , , / -1 --,-,-,,,, , " , ,\ / ,\ "Y��-­-)�­ , ,/ - "',- �, " --­ , � , _2,�, -"-,t,-,- , � ArRP 3 ACER RUBRUM 'RED 21f _ � , 11 . i " 1\_-, - I ,� , , , �_�-,,- ,\ \ <' 4 � � - \ " , , ,*- " �, �, � � , _-, -_);1\ 1" �I �, , � _',�4, � , : , � � , � , , , '__)�_ , � , \ ! " " / .�k ­_ -11-,� , , ,-' \ � �. 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" � � I , ', f - IL - ,-, I , / , - , - � � --------x -_\,� ,, , - - A- -11, L_ / , - , /xl , "I , I ? , "'L-_­ I I I ,V� ,��____­�k--------7\ / -) ­ ,.,^"/ �­__­/ I ... \­ ,.- ,_� 1 � �_N_11� -/"--'\ INERMIS 'SKYCOLE' SHOWN SMALL TREE -_ 1�_­ --i - - I � , _1___1 �+, ;-, 11 �, ,,,,,� _'�_---", " � \ � ,,,_� ,�I , �-- - CAL. ,,_)�; / " \�--" , , " . �, ! V ,/ , , __x', __ " , ('!*�,��) *_�7 - *1 LOCUST _ - ,-)�-- /_ \ � \ / \/ _'_\�_4 ,k , \ I I `- , 11 I , 'N' I /' - , - I -_ .- -_ I -i- I I \�/ \�/ \,I/ �� ,­ -\,i/ - - _��___ i ,�­" I " I �11?11 T I \�/ � -4 - , - i " f I Qr AS DECIDUOUS I � 1, , "I I,�,� � 7 2.5'F-3" �( _' _­­,1�1_1 �1 I , 2 QUERCUS RUBRA i�_, , , ,I 20 ' � �, "", �I I'�I 1 13 Pa -,4 � I CAL. SHOWN SHADE TREE ,�', ,"��,�,_- 1� ,," _, - " ' 'I \�/ \4/ \I/ \�/ I\I/ 1�/ \,I/ \�/ \�_­ 11 �-_ � I I n I I �_ � TW :K "�'�� , "�-, ""1�i I_ _�' -/I'^-,\-- � I - 0 PC] 25 PINUS ABIES 6'-8' HT., 1 O' o.c. EVERGREEN , Y,I " " �_%-_,,/-/ 1�11 � B&B TREE �411 -111, : , I 11 Jv _Fj - ___1 " I 1__� l� I I - � I I _\I/ \I/ \11� \�/ \�/ DRAINAAt. -,* \4/ 2 Am \�/ � ;4\ f--I,I^--\ ,1.­­,­ , , ---v-�- -,4" - �", �I 1 o' O.C. EVERGREEN 11 1� ...I— 'I" I I ,, , � / " - ;1, ,j 7�-" ',��­" " - I I - f I \! , -11-," " I I /\ / ::��4 " - 7, " , _.-", / I ; \ , , , ; \ � ,,I -1-1^11, � PS 11 .PINUS STROBUS EASTERN WHITE PINE 6'-8' HT., \ 1 / , i � , ! -7�, '\ ; ',� I � B&B ___,_�_____)(��_ \ -Z " �, i -711,,;'__�, ')` I L I, f _,�_, X-1- ' ' TREE ,\ ,--:i- _�__17 _ I I \ 11 ,] f- -'-�, ���-�* �­" I -:T , N ­ 1\ / \�, , 17 , , , - , , ---11,�-- \ , / ------ --­��`, ,,�'I", �� " I - , (�') --- , � , � , "; _4-1_ 11 � I� "' ,1, / '\i � \,----- I, , _,_ ------- I I - , \1 I ,�_� 11 _,,� -_�,, I / :�_­ 1'� � 1, � , ,.� . - __ j , " ­ , _ � \ � -" "� I I I e e CjY 10 CRYPTOMERIA JAPONICA YOSHINO JAPANESE 6'-8', B&B 1 O' O.C. TALL I , ____ I \ )41 - _1'� ,\ / '� ,, X___,­)� �-,--1, r I ; � " I / \ __ _-, - --::4 � , __ I � \ / " -t, "i � , ,,, 1� "I'le '___ �­ 11 " -- -11 31 I 6'�,,, 1 - t I I—- I I - -, -1111, ­� ;1 ,� �, )---\\_-_­,/� I � I ____)� � I ; I ) / /-A\r T I �� ..... 11 \ ` " ' '1� ; 11, I � , \ � � YOSHINO OR ALT. THUJA CEDAR OR ALT. OR #10 EVERGREEN __ \ _­ / ­­_ \ I 11 I i :11 _�rl , , � ­ , / , , \� 1� -, --- � ' 'I 11 _,L_ I � \ / 5 RaLG / I k, I � , fl, 1 ArRP I _/,� * * ' EMERALD ARBORVITAE HEDGE . 1 G i - - , ­_ " �",,\� 1:4_'___1..�, �1_ I --\,-j 'Ff I-"- OCCIDENTALIS 'SMARAGD CONTAINER � - 1-11 I ,-, I I , " � , " , -7 I 11 11 "; , Ir`.'�-/;",. �1_ I , I � - \ "I ---' I I \ � " ,11 !\ �, "" -11, � � I _ \ " _)��__ I � � � _­_, �_� Jv 20 JUNIPERUS VIRGINIANA 1 O' O.C. TALL :I,-__ - I - ­ I . "'L -'i-=:"� - � �1 r ,L 6'-8', #5 � � " * �* CONTAINER - .__J � ---j -- ----- - ___:_�,_ , I I j I ) �� � 4.0 �___* 1, HEDGE (TYP. 12 Pa �_ " �, I-A_�,,/_ C�� Am 14 ARONIA MELANOCARPA 3' 0.C. FRUITING I� � )� � - � 1._�__-�_,_,/-r I -I � -7 _��._ . - - 11 - - - � - ­ I-T I �� (3�� DrRw 23 DIERVILLA RIVULARIS LOW BUSH #3 3' 0.C. FLOWERING k_/`���/T .I .. . I I I I !�_�I - I Ar - I - I I I-�_/_,\­\_ � I RU-BEE WREN HONEYSUCKLE CONTAINER SHRUB . - . ,�e,, 1� � �­, I I � . ��, I I \-� �-,�* � ­' I ' ll e, ", ,i - �� '' I " �­ � ­ , � " � , �`-­,I" "I _ " � " '��'��'_,,���1,1'4k,0�,�,,�i :,��,�,��',�`�, I 11 , 3 eG8G�)O HxH 23 HYPERICUM x 'HIDCOTE #3 3' O.C. FLOWERING ' 'I " ' HIDCOTE ST. � ,11 " " I 1- """I" ", � - 1/, , i � . 11111-1 " I # " I- J , v , 1� : - - A JOHNSWORT CONTAINER LOW SHRUB �", ,T!"I:r"""�,�'ll'"�"!�T"gl�,,�P'���7;,i�',,'�,�,t,�,� _ , I , ��"I � I ��� - _^7__ -\--,,,/-i " I I I., ,,�-��' ;�,�,,,`_��,�� ,�, " 11 , , �,� I 1, K�,`3�z',,� ",- , � J?�1,1:�"_"_�,',,`,t';",� �,x-,� - I " I I " ­7� � 11 , -�x I ��'­­ -,,,.--, ��,,',u , , -1 3' 0.C. LOW SHRUB "',-, ", , -- , - --\ I`1`111!, , � " .", I --' ' -1,p", I'll , " ' ' . 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K. McLEAN ASSOCIATES, P.C. I I I 11"��,11.1 C\� "I...I I 4, �,I I \,j/,; " , _1 I, % I j - - I�� ) -1 - a CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 , � ,4, , "I'll ,NZ " ,� , , " - 1, , � 1, ,/ -) _0 � I I �----,--, � . , , ,,, � , " , , , - � C v I `� � � , I "I * / I I I k--\, I / § ��,____� � I_/ ! )/ - � r::��, �� 1��, I/ / , , - - ," I -.1 - 1--,; =MW 9 11 I I � I, �'­\�', I --I- �-- - � 117 i, ,""' , , " �, , 11 I �, / � j,_1 _* � vi , I'll - - r,q (D , :� _ ,��, �I il� ,�,c \ -1/1", I 11 "1� � , -1 , I , '� -, k___1111-1- � , 11 � � 1, . Designed By: Sheet No. I �_ _01". �, "I I , _; , 1, � ' �, THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS _11 I - I , ",I_, - 1� 1, I - I �1111­11.............. 1111-�""" �- 11"�I,- " ! , " _,:1, I ;, �, . , � k-1 Cl (_� ___,� ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS . LMY/CFD Scale: AS NOTED 0 11 - , ­I�e_,��.­ �" -1�1-:1 I � � I , '�', � - ---41ft 1 r r --- AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS IT's I 1 77 1 C_ UNDER THE DIRECTION OF A LICENSED PROFESSIONAL I I E u� ENGINEER, WHERE SUCH ALTERATIONS ARE MADE. THE '. I I . I :3 ,,,,, MATCHLINE D - D PLANTING PLAN PROFESSION& ENGINEER MUST SIGN. SEAL. DATE AND .I- I .,)_1'()�A Drawn By: LMY Date: - D DESCRBE THE FULL EXTENT OF THE ALTERATION ON THE _zztzzz::� . 6� SCALE: 1 "=1 O' DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW . PL4 SECTION 7209-2). 1 1 Approved I By: RGD � File No. 21 039.000 1 D ......MATCHLINE D P L A N T M A T E R I A L L I S T SYMBOL KEY QUANT. OTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES IISHOWN SHADE TREE iCAL. POINTE' IArRP ACER RUBRUM 'RED RED POINTE MAPLE 2"-2.509 AS DECIDUOUS AIC VIS CUMULUS 2"-2.52' AS NARROW 2 AMELANCHIER LAE Qr 'CUMULUS' CAL. SHOWN DECIDUOUS gel TREE IORAINGE CcA WHITEBUD REDBUD 210-2.5" AS DECIDUOUS BS,�N "'C' 'ALBA' SHOWN SMALL TREE CAL, IS G GtiS SKYLINE HONEY 2"-2.5y' AS DECIDUOUS 0 INE CAL. SHOWN SMALL TREE RMIS 'SKYCOLE' LOCUST 8.0, ...........BUILDING Qr 2 QUERCUS RUBRA 2.5"-3" AS DECIDUOUS CAL. SHOWN SHADE TREE I(TYP.) I(SEE o.c. EVERGREEN CE —8' HT., 1 0 6' B&B TREE PLANS) 1 1 CsAF m *ARCHITECTURAL PRK1N, 12 PINUS ABIES I1 O' 0.c. EVERGREEN PS 10 PINUS STROBUS EASTERN WHITE PINE 6' 8' HT., C A.C. UNITS B&B TREE CRYPTOMERIA JAPONICA YOSHINO JAPANESE 6'—8', B&B 1 O' 0.C. TALL CjY 1 0 YOSHINO OR ALT. THUJA CEDAR OR ALT. OR #10 EVERGREEN 8 P 8.0, 7 DrRVV OCCIDENTALIS 'SMARAGD' EMERALD ARBORVITAE CONTAINER HEDGE 1 A 11 ,V�7 CONTAINER TYPI �k iv 26 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'—8', #5 1 O' O.C. TALL 3.4' JV 10 JUNIPERUS VIRGINIANA 6'—8', #5 6' 0.C. TALL CONTAINER HEDGE IHEDGE Am 34 ARONIA MELANOCARPA #3 3' 0.C. FRUITING SHRUB CONTAINER #3 3' 0.C. FLOWERING DIERVILLA RIVULARIS LOW BUSH Ell, DrRW 30 RU—BEE WREN HONEYSUCKLE CONTAINER SHRUB II7 RaLG TIDE LOW SHRUB Fxc 8 FORSYTHIA x FORSYTHIA GOLD 3' O.C. FLOWERING CcA 2 'COURTASOL- CONTAINER 8 777 JOHNSWORT LOW SHRUB DrRW f HxH 12 HYPERICUM x 'HIDCOTE' HIDCOTE ST. 3' O.C. FLOWERING CONTAINER IIDrRW I #3 IF RaLG 37 RHUS AROMATICA #3 3' O.C. LOW SHRUB 'GRO—LO' ICONTAINER 5' O.C. FLOWERING 'A iICONTAINER SHRUB CsAF CORNUS STOLONIFERA ARCTIC FIRE YELLOW #5 ARCTIC FIRE YELLOW TWIG DOGWOOD I -9 -Iu IIIMP 8 MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING IiCONTAINER SHRUB 5' O.C. FRUITING ]P'RF�l ED 20.0 X-X-JL- I4 VIBURNUM DENTATUM #5 VdBB 'BLUE BLAZE' CONTAINER SHRUB IIgC 7 ILEX GLABRA 'COMPACTA' COMPACT INKBERRY #5 5' O.C. NATIVE ...... 1)UMP, uKt,4, TYP� FLOWERING CONTAINER OR ALT. MOUNTAIN OR ALT. KALMIA I LATIFOLIA LAUREL I1-1-1 IPvHM 17 PANICUM VIRGATUM HEAVY METAL SWITCH #3 3' O.C. ORNAMENTAL GRASS 'HEAVY METAL' GRASS ICONTAINER II3 Am IC (FESCUE/BLUGRASS MIX) EC. 4" DEPTH TOPSOIL AND SOD 3" DEPTH MULCHED I4 EPTH TOPSOIL AND SEED MIX FOR NATIVE/NATURALIZED TURF AREAS (WHERE MOWING is 1 GtiS 4pf D IA INTICIPATED) SEE SHEET No. PI-2 FOR SEED MIX SPEC. & EROSION CONTROL DETAILS 4 VdBI3 9 PARKING STALLS ''m i�,,�,, EMENT NOTES. SEE SHEET No. PL1 FOR PLANTI u ................ ..... DISPERSE EACH ROOT MASS INTO PLANTING SOIL. STAGGER PLANTS THROUGH OUT I5 RaLG [ ,_ PLANTING BED. WATER IMMEDIATELY AFTER PLANTING (TYP.) 2" TO 3" DEPTH MULCH AS SPEC. 3" HIGH SAUCER > r FINISHED GRADE I (TYP.) U') aLG 1 Qr � 1 1 R PLANTING SOIL AS SPEC(MIN. 6" TO 12" E INOTE: DIG 2'(MIN.) DEPTH TEST HOLE TO VERIFY 2 I WELL DRAINED 6 Am 0 SUBGRADE MATERIAL IIII PLANTING BED u & PERENNIAL PLANTINGS u� -7 T- I7_77�7 77 N.T.S. 7 7 7 IU) IRECEIVED 0 C:1 IWN DATE SCRIPTION APPROV. BY IBY DE Sout Town Planning Board REVISIONS 20.0' TOWN OF SOUTHOLD TYP�LDRAINAGE BASIN "A"0 10 JV SUFFOLK COUNTY, NY E 10 PS SPORTS EAST COMPLEX ONIC 0 PROPERTY ILINE (TYP.) Ne LANDSCAPE PLAN ( EAST) .......... 11C S 0 10 20 IFeet CONSULTING ENGINEERS D., BROOKHAVEN, NEW YORK 11719 L. K. McLEAN ASSOCIATES P.C. 7 7=1 9 Cj—/ Sheet No. Y/CFD Scale: AS NOTED Designed By: LM THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS P PLANTING PLAI N AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE LMY ESCRIBE ITCHE FULL EXTENT OF THE ALTERATION ON THE Drawn By PL5 PROFESSONAL ENGINEER MUST SIGN, SEAL DATE AND Date: PROPERTY LINE (TYP.) SCALE: 1"=1 O' D DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). Approved By: RGD File No. 21 039.000 - - - M A T E R I A L L I S T PROPOSED BUILDING (SEE ARCHITECTURAL PLANS) SYMBOL KEY QUAINT. BOTANICAL NAME SIZE & TYPE SPACING NOTES 8.0, (TYP.)- ArRP 1 ACER RUBRUM 'RED RED POINTE MAPLE 2"-2.5" AS DECIDUOUS 0 POINTE' CAL. SHOWN SHADE TREE AIC 5 AMELANCHIER LAEVIS CUMULUS 2"-2.5" AS NARROW I I I 1 325.0) I (D 'CUMULUS' SERVICEBERRY CAL. SHOWN DECIDUOUS I 1 . I I � I �, I ­I I . � - I "� - � ... I �/,___�, I I j 11 1��_ ?"Ille , GtiS 3 GLEDITSIA TRICANTHOS SKYLINE HONEY 2"-2.5" AS DECIDUOUS . � � r - 0 0 'Or �i 1�_ . 14 J r",&_, INERMIS 'SKYCOLE' LOCUST CAL. SHOWN SMALL TREE E_ I I , - _q - I . - I __ I .q"�'l _'S�_- .1��_ 111 "I - I Q r 2 QUERCUS RUBRA 2.5$'-3" AS DECIDUOUS I I I , 0 - - _1z, - 1 I- 11� - I I I � _,� - , 1�,:1_�,' - 1�_ _"11/- I _�/ �, 2 �1'-) - uu N,11 1- ,.,I 1�1,, I'll, - . - CAL. SHOWN SHADE TREE I � /W I i" 11.���-, 11 '. I- ,-- 5.0' (TYP.) ��,__�..... < Pa 5 PINUS ABIES 6'-8' HT., 1 O' 0.C. 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BY 0 _ � __ \4 1 I � - I I I � , 11 , , / , - , \ - , I , I 1, 11 I I - � ­ _'�, � I . 0 1 � - - I � � \ \i � � \ _71 __ I -,- i � 0) � :__� %_ - \ /, \1 11 , REVISIONS r-q 11� , '� �, , � I I 11 , I , I ,_ � r 11 ;�__ I I -I- -- I - I --, ? ,I' - - I I /�� I r I - j I / 0 1 11 ,�, "_1L_1"_1rj_11, Ill,--il�1 '1 11 /I I 11 �� 1� __�, \ `_j 1-1-I _j_ I 1_�_!J I 'll _\��/,_J­r i:_�_ f L,L_\1__�1_j_f 11" I _�_ � - I - � ,�� 1'�� , ) "I - 11 � \ , , , , \ I ,-,-\, I \, \­\1-�1--F I ('\� - - � � - __ - � - - - - ___ . - - - -I,- . - - - - I __ -, - - - - - - ___1 E I M \ f PROPERTY LINE (TYP.) ---'Ow- SUFFOLK COUNTY, NY �_ I C) u W \ A , SPORTS EAST COMPLEX �q 0 '0� 1,11 \ S 3802712011 W 573, 421 , ONIC . . 0 I, \ . � H � � � H �_ - a_ \ 1__� � a) 0 ,\" LANDSCAPE PLAN (SOUTH - EAST) I :�� ___ / \ 0 10 20 . I," I 11 - C`� __�_ ___ - - - __ - - - / \ I I _-IIIIIIIIIIIIIIIE-1 Feet * 11 CN -+- ___ __ _ __ - \ __ �� 0 �� - __ --- - - - - - -- - - - - - - � --,---- -, -- ------ - __ --- _. �-- - - - - - __ ___ - __ - - --\_ --- __ = R. 0 L. K. McLEAN ASSOCIATES, P.C. CN __ - - - __ --- __ - - - --- __ - __.. --- - - - - - - C-) - _0 '� r" . 1 14 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ` I � 4 ,III I " e_ - ­� _ I", , , "" " I 11 I I � ­"--"r�­- I , V ` �­C� D vHM �', I ­ I I I " 11 777/71 ,N- o " , , - 11��11 , , ,� I , � , � � �' I , , , " � 11 I " . I" ['9 (D I ��_ A , , I �_ THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ��, , Sheet No. - 0 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS <�) 9 Designed By: LMY/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS IT'S 1'r - _�_ PLANTING PLAN- UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 11 .11 ­ - I . ,I I ( cn ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE . 0 _:) .1, ..�,S I O,A�\ � � - SCALE: 1 "=1 O' PROFESSIONAL ENGINEER MUST SIGN. SEAL. DATE AND -, I Drawn By: LMY Date: _D __:� DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE __-- L M DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW . SECTION 7209-2). - . Approved By: RGD I File No. 21 039.000 -1 A MATCHLINE A PLANTING PLAN SCALE: 1 10' P L A N T M A T E R I A L L I S T SYMBOL KEY IQUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES 10 20 ArRP 2 ACER RUBRUM 'RED RED POINTE MAPLE 2"-2.51' AS DECIDUOUS 1 AgAB �j AMEJ Feet SHOWN SHADE TREE POINTE' CAL. 6 FxC AgAB AMELANCHIER AUTUMN BRILLANCE 2"-2.5" AS DECIDUOUS 3 SERVICEBERRY SHOWN SMALL TREE GRANDIFLORA x AUTUMN CAL. cf BRILLANCE PROPOSED CUMULUS —2.5'$ AS NARROW AIC 2 AMELANCHIER LAEVIS SERVICEBERRY 2 pp 'CUMULUS' CAL. BUILDING SHOWN DECIDUOUS TREE (SEE CcA 5 CERCIS CANADENSIS WHITEBUD REDBUD 2"-2.5pl AS DECIDUOUS ARCHITECTURAL 'ALBA' CAL. SHOWN SMALL TREE PLANS) GtiS CfCp 3 CORNUS FLORIDA CHEROKEE PRINCESS 2"-2.5" AS DECIDUOUS 'CHEROKEE PRINCESS' WHITE DOGWOOD CAL. SHOWN SMALL TREE 6 RaLG GLEDITSIA TRICANTHOS GUS AS DECIDUOUS SKYLINE HONEY 2"-2.5" SHOWN SMALL TREE 8.0' LOCUST INERMIS 'SKYCOLE' CAL. FS —(TYP.) Qr 3 QUERCUS RUBRA RED OAK 2.5"-3" AS DECIDUOUS CcA CAL. SHOWN SHADE TREE 8.0' (TYP.) PQ 7 PINUS ABIES NORWAYSPRUCE 6'—8' H T., 10' 0.C. EVERGREEN D7-201 W— W. W—W B&B TREE WE77-ER 6'—8', #5 6' 0.C. TALL JV 15 JUNIPERUS VIRGINIANA EASTERN RED CEDAR EVERGREEN CONTAINER __j HEDGE __j 5 PoF HEDGE 6'—8', #5 10' O.C. TALL JV 7 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 1 FxC CONTAINER EVERGREEN L1\ Am 3' 0.C. FRUITING CONTAINER SHRUB DIERVILLA RIVULARIS ARONIA MELANOCARPA BLACK CHOKEBERRY #3 21 7 DrRW 3' 0.C. FLOWERING DrRW 14 LOW BUSH #3 9 P ) �D VdF3B RU—BEE WREN HONEYSUCKLE CONTAINER SHRUB 2 PROPOSED 42 FORSYTHIA x R.P.Z. BOX Fxc FORSYTHIA GOLD #3 3' 0.C. FLOWERING 'COURTASOL- CONTAINER TIDE LOW SHRUB HIDCOTE ST. 3' O.C. FLOWERING HxH 6 HYPERICUM x 'HIDCOTE #3 ...... JOHNSWORT 16 P A RKING STALLS CONTAINER RaLc 12 RHUS AROMATICA GROW LOW SUMAC #3 3' 0.C. LOW SHRUB 1 CfCp 'GRO—LO' CONTAINER CsAF 5 CORNUS STOLONIFERA ARCTIC FIRE YELLOW #5 5' O.C. FLOWERING 5 PoF ARCTIC FIRE YELLOW TWIG DOGWOOD CONTAINER SHRUB 14 1 gs CONTAINER SHRUB Mp 4 MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING LL PoF 24 PHYSOCARPUS FIRESIDE NINEBARK #5 5' O.C. FRUITING CONTAINER SHRUB OPULIFOLIUS 'FIRESIDE' L.L PWA VdBB 27 VIBURNUM DENTATUM #5 5' O.C. FRUITING 'BLUE BLAZE' CONTAINER SHRUB z 3' 0.C. COMPACT 1,11....I.I.u L-Li 1 CcA 14 ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24 0 HT., B&B 5 VdBB Igs C ChP YEWTOPIA (COMPACT 3' 0.C. COMPACT #3 NTAINER HARRINGTONIA PLANIA JAPANESE PLUM YEW) CO 'HICKSII' 4" DEPTH TOPSOIL AND SOD OR ALT. HICKS YEW OR ALT. TAXUS X MEDIA " DEPTH MULCHED (FESCUE/BLUGRASS MIX) EC. PARKING S T A L L S � 4 Mp , u 1 Cfcp SEE SHEET No. PL1 FOR PLANTING NOTES AND FERTILIZER/PEST MANAGEMENT NOTES. 6 RaLG 0 2 A I C CT) 0 -7 W R.O.W > LINE DrR Typ.) . ....... .......... U) LJ ...... .......... ED rR Qr 7...............0) Am u 1 Qr 6 HxH 1 AgAB — C'Cp 6 FxC 5=Po F RECEIVED JUN 14 2022 _qouthold Town -7 Planning Board 0 -- -------- CD DATE BY DESCRIPTION APPROV. BY 1 CCA 0 5 VdBB REVISIONS 20 -4- DRAIN6GE 13ASIKI "A99 0 15 Jv SUFFOLK COUNTY, NY SPORTS EAST COMPLEX ONIC T-- LANDSCAPE PLAN (SOUTH ) j C, A 0 p L. K. McLEAN ASSOCIATES, P.C. CN CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 X1 n V Sheet No. T THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS AND/ORTHE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S 0 9 UNDER THE DIRECTION OF A LICENSED PROFESSIONAL -�p Y� 7 Designed By: Scale: AS NOTED T-' ENGINEER, WHERE SUCH ALTERATIONS ARE MADE. THE Drawn By: LMY Date: PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND ESCRBE THE FULL EXTENT OF THE ALTERATION ON THE p DRA=G AND/OR IN THE SPECIFICATION (NYS ED. LAW 0 L7 PROPERTY LINE 1-YP,) SECTION 7209-2). [Approved By: RGD File No. 21039.000