The URL can be used to link to this page

Home My WebLink AboutSite Plans co TOWN OF 50UTHOLD PLANNING BOARD PROP05ED 51TE PLAN: ZONING INFORMATION: www.dignetnycli.com BLDG INFO / AREA COVERAGE " CONDITIONS FOR APPROVAL � �F N or SITUATE AT: ORIENT ZONING DISTRICT: 'R-200' LOW-DENSITY RES. 8200 LOW-DENSITY RESIDENTIAL '�� , " n R of NEW YORK CITY I. THE PUEfG.IG IS NOT PERMITTED TO ACCESS THE BARN OR 6REB•tl•f011r.�E; �s www.call8ll.com 2. THE BARN AND THE DRIVEWAY TO THE BARN SHALL BE U5ED FOR A6RICULTURAL TOWN OF SOUTHOLD CURRENT USE. FARM LOT SIZE;200 S.F. MIN ��U Dq °i�� Y's &LONG ISLAND DESI6.: STRUCTURE/USE: EXISTIN6 PROPosEI� PROP.GVRG SUFFOLK COUNTY NEW YORK PROPOSED USE: N.G. `000 ` =' b Q r (for other states) PURP05ES ONLY AS PER THE TOWN'S EASEMENT; ,3. LIVESTOCK PADDOCKS,SHELTERS AND ENGLOSURES SHALL BE LOCATED CUT5IDE Ist FL. Ist FL. `-CTM NO.: 1000-Iq-01-1.3 AND 1.4 FEMA FLOOD ZONE: N/AEXISTIN6 OA.: I 5,144 $.F. (3455 aG) y` p 800-272-4480 811 EXISTING WETLAND: iOs64 S.F. (Ib2 ac) 0 12 THE VEGETATED BUFFERS SHOWN ON THE SITE PLAN; \ y�rG � � � � otb nt�l�ei• A � � � 4. LIVESTOCK SHALL BE PREVENTED FROM ENTERING THE VEGETATED BUFFERS. ® EX. I STY FR EIUILDING, 1185 SF WA ±185 5F SITE DATA: USE: EXISTING: PROPOSED: EXISTING UPLAND: 1,434,580 S.F. (32.93 ac) 5. BUFFERS EQUIPMENT 5TORA6E OVERALL SITE: FARM ±1,505,144 S.F. 04.552 AG) N.G. PROPOSED: N.G. �N_> ` �o o - VEGETATED BUFFEtZ5 2 AND 3 SHALL BE MANAGED FOR THE FOLLOWING BENEFITS ® WETLAND AREA: WETLAND "10564 S.F.(1.6:2 AGl N.G. EX. 15TY FEZ.BUILDING, :t81 5F WA f8l SF )INLAND AREA: FARM tl 434 By law,excavators and contractors working in the For safety reasons,homeowners are strongly a.PROVIDE DENITRIFIGATION AND NUTRIENT UPTAKE; GARDEN .IED X80 S.F. (32A3 A--) N.G. p� b.SLOW WATER RUNOFF AND ENHANCE INFILTRATION; LOT WIDTH; 210 MIN five boroughs of New York City and Nassau and encouraged to call as well when planning any c•TRAP POLLUTANTS IN SURFACE RUNOFF 3 SUBSURFACE FLOW O EX. I STY FR Bl11LDING, f118 5F WA x118 5F EXISTING: 11233 u d Suffolk Counties on Long Island must contact type of digging on their property. Homeowners d.STABILIZE SOILS G HORSE STALL IMPERVIOUS SURFACE: 9 N Di Net, 1-800-272-4480 or 811,at least 48 hours can contact us direct) at 1-800-272-4480 or PROPOSED: N.G. Dig Y Y VESETATED BUFFER I SHALL EiE MANAGED TO MAINTAIN EXISTIN6 TREES,SHRUBS EXISTIN6 AREA: 1132 S.F. (0.12AS) but no more than 10 working days(excluding calling 811,the national call before you dig AND 6ROUNDGOVER; ® EX. I STY FR ElUILDIN6, 1142 SF WA 1142 SF PROPOSED AREA: 11,836 S.F.(O.B3%) LOT DEPTH;400' MIN weekends and legal holida s prior to beginning number. For excavation work completed on 6. 516N5 CHICKEN COOP C Q g Y ) g g P ANY S16N THAT REQUIRES A SIGN PERMIT MST BE REVIEWED AND APPROVED BY THE I d (1's STY STEEL BUILDING WA 8,664 SF 8;664 SF (PERCENTAGES BASED ON UPLAND AREA[I,434�80 S.F.]) EXISTING: Ip44.11' p / a any mechanized digging or excavation work to personal property,it is the contractor's PLANNING BOARD PRIOR TO INSTALLATION; © EAST WING-LIVE5TOGK, PROPOSED: N.G. ensure underground lines are marked. responsibility--NOT the homeowner's--to contact POSTAL DISTRICT: SOUTHOLD - � y -:_,•-• ; WEST WINS-FARM EQUIR-ENT, t.ls`!I_3 s Excavators and contractors can also submit DigNet. Having utility lines marked prior to 1. Lt6HT1N6 SCHOOL DISTRICT: OYSTER PONDS UFSD APPLICANT: SITE ', a NO EXTERIOR LI6HT5 WERE REVEIWEID OR APPROVED IN GONNEGTION WHTI THIS CENTER-FEED a HAY STORAGE FIRE DISTRICT: ORIENT FIRE DEPT. FRONT YARD SETBACK;60' MIN a ' locate requests online,through ITIC. If you do not digging is free of charge. MORTON BUILDINGS current) use ITIC, lease call 1-800-524-7603 AMENED SITE PLAN. ANY EXTERIOR LIGHTS ON OR AROUrD THE OUTSIDE OF THIS F 1 STY 6REENHOUSE BUILDING WA 1,440 5F 1,440 5F ELECTRICAL SERVICE: F5E6 LI EXISTING: 142A' p a` Y P 6REENHOU15E MUST BE REVIEWED AND APPROVED BY THE PLANNING 130ARD AND O PLANT PRDPAGATION FLOOD ZONE: N/A 22355 GOX LANE,UNIT No.4 , a r:; 0 LOCATION - for more information. PROPOSED: 534.1 p 4 v p, t415T MEET TOWN CODE SUBSECTION Ill LIGHTING. Aq 8. THE PLANNING BOARD 5TRONGLY ENCOURAGES THE PROPERTY OWNER TO FOLLOW 6UT 134-40, NY 11935 € AA Q THE 6UIDELINES DEVELOPED BY THE USDA FOR SUSTAINABLE NUMBERS OF ANIMALS AREA TOTALS: 11,132 5F 10,104 5F 1136 5F 631-134-4060 REAR YARD SETBACK: 100' MIN ON PASTURE.THE BOARD FURTHER ENCOURAGES THE FARM OWNER TO REQUEST A EXISTING 580.4' aq3 w ¢I NUTRIENT MANAGEMENT PLAN FOR T14E ANIMAL HUSBANDRY PORTION OF THE FARM, EXI5TIN5 51TE COVERAGE: 1,132 S.F. (0.1221`0 PROPOSED: N.G. W STORM DRAINAGE GALL: AS WELL AS GONSULTING WITH THE NATIONAL CONSERVATION SCIENCE. THE BOARD PROP05ED 51TE COVERAGE: 11836 S.F. (0.83*%) �. o 0 ALSO STRONGLY ENCOURAGES THE PROPERTY OWNER TO DEVELOP A s �_�, so; o -p EXISTING FA.R. = 0.001221 (1,732 SFJ cn i C+'++ P J ;; STORM WATER DRAINAGE STRUCTURES PROVIDE FOR N N , C.OhiPREHEN5IVE NUTRIENT MANAGEMENT PLAN(GNMP)TO ADDRE55 NJTRIENT SIDE YARD SETBACK: 30 MIN o ,l �. N RUNOFF FROM PROPOSED STRUCTURES ONLY. LOADING TO SURFACE AND GROUND WATERS BY WORKING WITH THE SUFFOLK COUNTY PRUP05ED F.A.R. = 0.008346 (11,836 S.FJ � tix � EXISTING: 1475' � � tom-' ` �cFf"r�°Q � .��4/ ``� i � g d � d � � Q � N SOIL AND WATER CONSERVATION DISTRICT AND/OR USDA NATURAL RESOURCE 6 8 PROPOSED: 645 VOLUME = AREA X RAINFALL X COEFFICIENT CONSERVATION SERVICE. ENZ L x}24 .....--- '.�-5 - y. ........ ; . .. ..Q•ti .._.. _.._...._...._._....._.�� ......_........... .. .. RAINFALL = 2"/HR. = 0.167' / °F pP`I�M ��} xlx�x�x U) 51DE YARD 5ETBAGCUMULATIVE: K 60' MIN ��s I `�� \ Fagle Pt COEFFICIENT OF ROOF = 1.0 OGx�x� N EX15TING: 116A' IG PROP05ED: 643.4' PROPOSED PROPOSED ' O ay ARCHITECTURAL STORAGE BARN ARCHITEGTURAL 6REENHOU5E FL � �- �' -� / LIVABLE FL. AREA/DWLG UNIT: 850 S.F. MIN LingBeach Flay ' ROOF AREA = 8,664 S.F. ROOF AREA - 1,440 S.F. LANDWARD EDGE OF FRESHWATER WETMAND5 ° G stale Tidal 2 6 EXISTING: NA. ": ':` stal 8,664 S.F.x 0.161'x ID = 1,441 CF.VOL.READ 1,440 S.F.x 0.161 x I.D = 't 0• OOJ GAN ' "� A5 DELINEATED BY 5UFFOLK ENORONPIENTAL PROPOSED: NA. `�oS ' 40 '� .':';':'.: ` ' Ulfc:l1, 1,441 CU.Fr./68.425.F.(10V LP) = 240.4$G.F.VOL.REQUIRED S• R 6 \3 �� \�1� " .{, P�2 t -r � GONSl1LT1NG,INC.ON NovE13BR 8,tae !;':• ° � � � .... l� MAXIMUM PERMITTED DIME I N �i o •. 21.15 VERT FT.REQ'D 241 GU.FT./68.42 S.F.(10'� L.P.) _ \`\' l\P *� `° N5 0 5 I o•, :i`.` ' VOLUME REQUIRED: 1441 GUPT. 351' VERT FT.REQUIRED Q tMAX, ! q$° P Fus 3 LOT COVERAGE: 5% 11,12q 5.F. n ; i ' EI CONTROL MEASURE= \� RO ��'�+� (UPLAND AREA) ".p USE: USE: P 10 EXISTING: 1,732 S.F. (0.120 PROVIDE STABILIZED ( (8) 10'40x3'LIQUID DEPTH LEACHING POOL (1) 10'iPx4' LIQUID DEPTH LEACHING POOL � +� POND �' PROP05ED: 11,836 S.F. (Ob3�) j ''� :: CONSTRUCTION ENTRANCE Browns Pr (OPEN COVER) (OPEN COVER) '' ��2 �* '�;:<.::::;:."L::.. � , • OCCURS AT PROPOSED SITE ACCESS +�Q Nj �* x0.5' ��, ..:. ti,, :•. €,�° VOLUME PROVIDED = 1,642 CUPT. VOLUME PROVIDED = Z3 GU.FT. �+ 2 << INTERCONNECT AS SHOWN PIPE A5 oaf TOWN INSTALL PER DETAIL ON DWG No.2 2� BLDG HEIGHT: 35 FT./21 STY'S MAX :•<,,. j ; t`1 6 +�}�* / FLA84 FLAG ` EXISTING: 13.0'/ I STY PROP05ED: 1255' / V2 STY Pefers Neck Pr 3\ / LOGATION MAP: /r x x1.0' 24 MIN \32 j�ar� FOR WORM THIS AREA: AST _ �� GRADE SCOPE OF WORK: r�� PROPOSED PAIR L SITE PLAN, �� y?' I. BUILD PROP05ED METAL AGRICULTURAL BARN(ITEM 'E'). tN- •+ _dL ° 2. BUILD PROPOSED 6REENHOU5E (ITEM F). aL - •21+30 �� o SEE DRAWINC'No.l �� COMPACT FILL 3. PROVIDE STORM DRAINAGE SYSTEM,POWER AND LIGHTING TO fY m PROPOSED PARTIAL LIGHTING PLAN, ,�� °AL PROP05ED BARN. �/ O N , *� y `'• 3r 4. PROVIDE STORM DRAINAGE SYSTEM TO PROP05ED X �+ SEE DRA No.2 o z o 41 GREENHOUSE. '\C �5- o `V 2°MIN MIN. ELEGTRIGAL SERVICE X z 2 rti��Z GABLE IN CONDUIT. E-"1 q T.O.CONDUIT r 200 AMP(2':GONDUIT,MIN), AREA OF DISTURBANCE: m o N � ' I x ✓ 320 AMP 0/2 CONDUIT, MIN) o r " x � a 34,444 5Q.FT. < L(1 s \2 / gA� PROPOSED L.P. SERV. 400 AMP(4 CONDUIT MIN) ��P \ NOTE: AREA INCLUDES 10'WIDE MACHINE ACCESS FOR 2!'WIDE O Z: \ FLAB b INSTALL /PROVIDER, LP-6A5 CODE TRENCHING FOR PROP05ED UNDERGROUND UTILITY LINE (i o / NFPA 58,FEDERAL,STATE AND LOCAL� GOMMUNIGATION INSTALLATIONS AND AREA OF PROP05ED 12'W DIRT ROAD' x1.0' / CODE5. SEE 5P5 FOR TRENCH DETAIL (O +I TEL) O 'z \ u \ > S.C. TAX No. 1000-19-01-1.4 N 1 \ P OPOSED �fl DEVELOPMENT RIGHTS CONVEYED TYPICAL TRENCH± DETAIL @ LEGEND: m i1 MEIAL BUI,664 DINGSQP.FT. �f TO TOWN OF SOUTHOLD L.P., POWER, GOMMUNIGATION 5ERVIGE5 PROPERTY LINE - `4 8664 X AREA:\ T. FINFL Fri = 5.0' NOT TO SCALE \\ USE: AGRIc�t�LTURAL BARN I" WATER SERVICE LINE x±4.38' STORM DRAIN - -�-�- w LU o / PROPOSED U/6 POWER TO BLDG, FLOW/PITCH ARROW Io PROPOSED � ER05ION GNTA5URE: SEE TRENCH DFL,THIS DW6 �f / \o ° Q' * STORM LEACHING POOL f O INSTALL SILT FEND BARRIER t ENGINEER: � � PROPOSED POWER CONN. POINT �� APPROX. Al LF OF IN6 ��t�j ° SJ �� o c� TAP FROM EXI5TING TRANSFORMER, i• _ -'� P��OF NEItiY • SEE DETAIL ON DW5 No. P CONNECT PER UTILITY �p \ ; O PROPOSED STORM DRAINAGE SYSTEM: EXISTING CONTOUR -6- .- �Y T. O PROVIDER'S REQ'MTS Q SIZED FOR ROOF RUNOFF OF PROP05ED EiLDG ONLY F� (ij� * I , 416.3' ..> USE: LANDWARD EDGE OF FRESFIWATER WETLANDS \ F r, J e ,y, 1!tA66 \ 13UFFE NO3 �- (8) 10'0 x 3'LIQ. DEPTH STORM WATER LEACHING EXISTIN6 GRADE x 6.0 r_ r' �� A5 DELINEATED BY SUFFOLK ENVIRONMENTAL \ ;.= �P�j \ CENTER,PERAND FINGER \o POOLS,OPEN COVER CONSULTING,INC.ON NOVEMBER 8,201E *\ �, ( ;26a , o g �� s ^ X�+ x m FINISHED FLOOR ELEVATION FIN. FL. EL. m I � \ ' �6 INTERCONNECT TO GUTTER AND LEADER SYSTEM 2 W IN5TALL PER DETAIL THIS 5HT COLLEEN MGDONOU6HI �* yr• \. �-- ►o 1 HELEN NOOKE v ;: t� 6� '(� vp '' c�';.',- - x� �' S \ LANDWARD EDGE OF TIDAL °EX.ELEG.MIR 3$2 1 � �� WTLN05 AS DELINEATED BY '� ° � • EX.XFRMR 2 EX.FR.BLDG \• SUFFOLK ENVIROM�ITAL GONSULTIN6,INC. • IN5TALL 51LT FENCE BARRIER JEFFREY T. eUT'LER, P.E. EX FR.BLDG S 12.3'x 60.3' '8 ON NOVEMBER 8,2016 �h ° • EXISTING WELL \ +r �iS AREA:l42 S.F. p� , /�� OCCURS WHERE 5HOWN / Q ��N�F \ • a.4' x Io 3' \ sj y �\: As 4 \ ° �.:. � \ APPROX. ti)15 LF OF FENCING �P #: . 53 '6= AREA: 81 S.F. � s S� s\\ � •. .� � SEE DETAIL ON DWG Not J o �,\ °, � 5 63 •q.h 5 EX.FR.BLDG � %\ \ L=62.1 �� 4 �� ° � � 5p� co tom+ 63 PROP.GREENHOUSE IRREA: 1 5 5.F. 66, ��\�• g, L c� O PROPOSED METAL BUILDING NG�� ° �l�l�de �kQ� o �\ 5 / _71 �x 24'x 60' \� °\ \ �S ow� AREA. 8664 SQ.FT. \��G� • V�\Q / •� 4 AREA: x \ . o \ <`. FIN.FL.EL. - 5.0 1 c9 O• 1,440 S.F. ® EX.FR BLDG \ I ��\•\ 3 `t\`}9 �jo, k� USE. A6RIGULTURAL BARN S ° Q - N/o/F 0 NII 9 d0 \ , 24.3' >(323' 'fio AREA:l85 S.F. O PROP. EROSION CONTROL MEASURE: G OL LEE TAYLOR 78°5q \ C• \° \ B F1A64 \ /� �kQ, �b �� \ �� O Z Q LL [� INSTALL SILT FENCE BARRIER �S• EX.WIRE FENCE \� y* • :: ti 1� ° / . Z (] • OGGUR5 WHERE SHOWN AROUND GARDEN �� .p�, * •• • APPROX.1230 LF OF FENDING �j� k x� *� \ A6 2 ° a::fit j r3J s �,,.:� 'A `'- • � • SEE DETAIL ON DWS No.2 N/0/F I x3.5''\ • /��'� �?, \�� s, \ \ ./ o::: .O� LU ((� 6 \� o \ �A�' o s J��Vo m ° �a _ 0 Z O K1NN N 5A5A70 LL FLA6I] \B' r 6' *� l l _ PROPOSED GREENHOUSE EX. FR. BLDG 4LINDA 5ABATINO bah 6' *�� ' _, \ . ~ 1 ~ O \ a fl 3'0A fio p-, < O O a- AREA: 1,440 50.FT. 24.3'x 32.3' FLA611 \ N. ��' e y G� LL Q X cl� CL FIN.FL.EL. = 5.0' AREA: lb5 S.F. \ LANDWARD EDGE OF TIDAL WETLANDS \+ x�+� P \ \5 /� 6 ° ° F - < A5 DELINEATED BY SUFFOLK ENVIRONMENTAL \ +/ 'S> \ \ \ 0, �� e Q \ U5E: PLANT PROPA5ATION CONSIA TING,INK.ON NOVA 8,Zola FLAG l0 \ µ ° - PROP05ED y VEGETATED x s'r o ,"° o �: -c1 • CJ, \ H N 0 ° STORM DRAINAGE SYSTEM: 1 +� Fens� 4 \° \ g0 o g ° LU 0 ° \ FLAG a �, \ \�* �� , „� PROPOSED ERD51 Jr X21�o m '� \° LU ~ O T- \ 8 x2.5 Y� �i4, ° SIZED FOR ROOF RUNOFF OF ,9 \ 50'ALONG h5W Q Z - �[ PROPOSED BLDG ONLY s PROPERTY LINE 6 \ CONTROL MEASURE± / O J +g. p 'S �'�' > . FLH61fl ° / l 'h -s�' LOCATION OF `�� a z • .\ ^ Q-/ \ \ (I)10V x 4 LIQ.DP STORM WATER FOR WORK IN THIS AREA: RA6I \ s S.C. TAX No. �\ 501L STOCK PILE o��a , -p \ e EX ELEG. H z m �\ ° M LEAGHINB POOL' \ � 1000-19-01-1.3 P • Oe LO \ EX. ELEG. �J LL XFMR Z O U_ OPEN COVER PROPOSED PARTIAL SITE PLAN, o`� P P �a\� �\ ° i -p METER o N r Q O SEE DETAIL ON DWG No.2 � `, '9\ DEVELOPMENT �' O �,�P O \ L W 0 / \ i LEADER 5 5 GUTTER AND SEE DRAWING o.1 F�A�e } �� °o Q- \ ��0 ��`�' ° - -�c _,5 6 ~ xO ' RIGHTS RETAINED .��° �- zc�- 1 O N v LL \� IN5TALL PER DETAIL,TH15 5HT fIAS 5 .�� OpU' • i \° Q2. ' O 0 +,- '\ a PROP05ED �j V q l!1 1 x +SEX. WIRE FENCE tK i \~ ` O \' / • / AROUND GARDEN \ ^3 L=1845' ^j� o EROSION CAOMOL MEay>aF: \ °C7 Z 617' c� SITE RAN BASED ON OR161ML 5URVEY BY: \ PROVIDED FOR INLET PROTECTION N° 3 u Z �Q X35' \ • PROP. ER051DN CONTROL MEASURE: 5TATE OF NEN YORK x2'0 p to P� �` �� NATHAN TAFT CORWIN,LAND SURVEYOR OCCURS AT ALL OPEN COVER ;\ m < s° PROVIDED FOR INLET PROTECTION S� ` ,MaaL�p�•. n�K �P 15M MAIN ROAD \ DRAINAGE 5TRU6TURE5 \�° __. C) � Q OCCURS AT ALL OPEN COVER DRAINA6E \ �j, SUR ORT,HY 1114 2011 \ ° ( • 5EE DETAIL ON DWG NO2 \ 5TRIJGTURES a \ °i • RECEIVED SEE DETAIL ON DWG No.2 \ LAI UPDATED:DEC.1,2018 $ ° ° EXI5TING -- --- ----i FLAB 4 VE&ETAS ELEVATION5 BASED ON TOPOGRAPHY MAP- Wyb fi' \ WELL S E P 0 4 2020 5 \ > BUFFER NO.I 5 EASTERN TOWNS,SUFFOLK COUNTY,NY 1 " 1 s� 5W CORNER �} DATED: 10-03-1415 _I PAOE : PARTIAL SITE FLAN �3 r' _ X X . DATUM:ELEVATIONS ARE REFB2E?MEAN NC.ED TO �T/j � �' `�' s6utriold To�h�n + +� VERTICAL DATUM BASED ON SEAL LEVEL � 755 _Plannig Board 5TABLOVERALL SITE PLAN �` z \\ /�� OF16EXETIC,5URIEYAT5SHED BY TNEU.S.OKfW.OAST �*�+\ h �F� ' °44 ++ PARTIAL 5IT PLAN �p4 AND GEODETIC 5l1RVEY AT SANDY HOOK NJ. +� 40 20 O 40 BO 120 1RJ61 1.ELEVATIONS ARE REFS TO �+ Z 7 + n FIVE EASTERN TOWNS TOP06RAPHIGAL MAP GRAPHIC 56ALE I" = 40'-0" 100 50 O 100 200 300 E'.X15TING ELEVATION5 ARE 5HlOM THUS. x5.0 x65' X�+�Fy 1111777 6� 40 20 O 40 80 120 GRAPHIC 5GALE I" = 100'-O" EXISTING CONTOUR LINES ARE SH"THUS: -5- 1 �� \" GRAPHIC SCALE I" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RE5TR1GTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED. REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TME TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF AGGEPTANGE OF THESE RESTRICTIONS. WOVEN WIRE FENCE SYMBOL (MIN. 14 I/2GAUGE 504N. PAVEMENT RAB HO1E5: RIFLED 1 OY o n la MAX. c. To c. W/ MAX. b" MESH 3 $/ THE LI6HT L055 FACTOR W)15 A PRODUCT OF MANY VARIABLES,ONLY LAMP LUMBI I o d Onn AOIMk S r f DEPRECIATION(LLD)HAS BEEN APPLIED TO THE GALGUATED RESULTS UN -55 ° LED INFO: pp u 3b" MIN. LENGTH FENCE EXISTING FILTER -� MOUNTABLE OTHERWISE NOTED. THE LLD K THE REST(=TENT)OF MOAN WMENS/INITIAL WENS e WATTS: IOW A Q Q Zs MIN Ib GROUND -� CLOTH PROFILE BERM PER LAMP MANUFAGTURER'5 SPECIFICATIONS. COLOR TEMP: 3pOOK ° ) GY ILLUMINATION &3 GRI ° POSTS DRIVEN COLOR A RA � . •. . .' :. ,V•... . . GROUND O'MIN. K MINAIION VAWE-5 SHOWN(IN F00TGANDLES)ARE THE PREDICTED RESULTS FOR � `k' � INTO (OPTIONAL) U TBD IN , L-i0 LIFESPAN. IOOp00 w i 5 f NEW YORK CITY PLANES of cal_GULAnoN EITHER HORIZONTAL,VERTICAL OR INCLINED A5 DE516NA .� z & LONG ISLAND THE CALCUAiloN SUMMARY. I'ETiOR ORIENTATION 15 NORMAL To THE PLACE of LUMENS: bib z z HEIGHT OF FILTi R CALCULATION. I EFFIGAGY: 13 LPW - =16'MIN EXISTING o 800-272-4480 811 - THE CALCULATED RESULTS OF THIS LI6HTIN6 SIMULATION REPRESENTS AND ANTICIPATEDILI 2 GROUND PREDICTION OF SYSTEM PERFORMANCE. ACTUAL MEASURED RE5ULT5 MAY VARY FROM '' ' 0� www.di netn cli.com THE ANTICIPATED PERFORMANCE AND ARE SUBJECT TO MEANS AND METHODS WHICH ARE S - Q EXISTING 9 Y $ $ o Q� ' N PAVEMENT or BEYOND THE CONTROL OF RAB LIGHTING,INC. DRIVER INFO: g www.ca11811.com anima t1t36HT DETERMINATION K JOB SITE SPEUFIG,OUR LIGHTING SIMULATIONS TYPE: CONSTANT CURRENT PERSPECTIVE VIEW PLAN VIEW z (for other states) ASSUME A MOUNTING tE16HT(INSERTION POINT OF THE LUMINAIRE 5YMBOU TO BE TAKEN i IRON: O.IA AT THE TOP OF TIC 5YMB0L FOR CEILING MWNTC-D WHINARIES AND AT THE BOTTOM OF 205V: 01 3b" MIN. FENCE P057 O B law,excavators and contractors working in the Y 9 THE SYMBOL FOR ALL OTHER LUMINAIRE MOUJTiN5 CONFIGURATIONS. I 240Y: O.O6A WOVEN WIRE FENCE (MIN. 14 I/2 five boroughs of New York City and Nassau and LED 10W&13 Wdpacks.Patentt Pending thermal management system.100,000 e 21'71/; N/A GAUGE VV MAX. b" MESH N Suffolk Counties on Long Island must contact RAE)LIGHTING INC.LUMINAIRE AND PRODUCT DESIGNS ARE PROTECTED UNDER U.S.AND hour L70 lifespan.$Year Warranty. INPUT WATTS: 12W SPACING) WITH FILTER CLOTH Di Net, 1-800-272-4480 or 811,at least 48 hours INTERNATIONAL INTELLECTUAL PROPERTY L.AH5. i pp Q q <C GONSTRUGTI ON SPEC,I�E I GAT IONS but no more than 10 working days (excluding PATENTS I�OR PENDING APPLY. e e 3.3 lbs 0S Ui to FLOWz ` »...._..,..,._._ ___._ .__ ...•... ._.... _._ ..-._.� �"-- N/A UNDISTURBED GROUND „ weekends and legal holidays)prior to beginning �... ._....»•.... ...__._-.__.-..._ __....._._...._... _---_ T..__._._____^_- _____,...._....__._-•---.__....____._.._._...._......._......-•---...--- 1. y u'� I.STONE SIZE-USE 2 STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. any mechanized digging or excavation work Eo THE LIGHTING ANALYSIS EZ-LAYOUT ENERGY ANALYSIS AND/OR VISUAL SIMULATIONS � O GOMPAGTED 501E g Technical S Specifications n _ L) SE O ensure under round lines are marked. ('LI6HTING DESICP0 PROVIDED BY RAB LI6HTIN6 INC.CRAB')REPRESENTS AND ANTICIPATED o o 2.LENGTH -NOT LE55 THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE Excavators and contractors can also submit cv PREDICTION OF L16HTiN6 SYSTEM PERFORMANCE BASED UPON DE516N PARAMETERS AND Listings Eleemeal ry EMBED FILTER CLOTH A 30 FOOT MINIMUM LENGTH WOULD APPLY). Cold Weather Starting: C ry rr 4 N locate requests online,through ITIC. If you do not INFORMATION PROVIDED BY OTHERS. THESE DESIGN PARAMETERS AND INFORMATION Q A MIN. OF b" IN GROUND. UL� "$: The malimum starting temperature Is-40°cr-ao°� Orlver. g d d d s 4" 3. THICKNESS -NOT LESS THAN 51X(b) INCHES. currently use ITIC,please call 1-800-524-7603 PROVIDED BY OTHERS HAVE NOT BEEN FIELD VERIFIED BY RAB AND TifEREFORE ACTUAL - o for more information. MEASURED RE5ULT5 MAY VARY FROM THE ACTUAL FIELD CONDITIONS. RAB REXR43 S Suitable for VAA Locations as a Downright.Suitable Ambient Temperature: Multi-chip 10W high output long Iffe LED Driver ; SECTION VIEW 4. WIDTH -TWELVE(12) FOOT MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT THAT DE51GN PARAMETERS AND OTHER INFORMATION I3E FIELD VERIFIED THE REDUCE for Dairp locations as an upright wall Mount orgy. Constant Current,Ctass 11,1201E-24OV,50W Hz. POINTS WHERE INGRC-55 OR EGRESS OGGl1R5. TWENTY-FOUR(24) FOOT IF SINGLE VARIATION. I Suitable for Mounting vAthln 4ft of ground. Suitable for use In 40°C(104°F)ambient 350mA. CONSTRUCTION SP G I F I GAT I ONS ENTRANCE TO SITE. For safety reasons,homeowners are strongly � l ternperaiures I� encouraged to call as well when planning any R�NEITHER WARRANTEES EITHER IMPLIED OR STATED WITH REGARD TO ACTUAL MEASURED Dark S Approved: Optical LIGHT LEVELS OR ENERGY CONSUMPTION LEVELS AS COMPARED TO THOSE ILLUSTRATED BY Thermal Maruayement: type of digging on their property. Homeowne•s The Iraertaft al Dark Sky Aseodation has approved Lumen Abintanance: I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLAGIN6 THE LIGHTING DE516K RAB NEITHER WARRANTEE5,EITHER IMPLIED OR STATED,NOR =. th*product as a full cutoff,fully shielded luminaire. Cast aluminum Tttierrttal Management system for OR STAPLEE). POSTS SHALL BE STEEL EITHER 'T' OR 'U' TYPE OR HARDWOOD. OF STONE, can contact us directly at 1-800-272-4480 or by R�5E NT5 THE APPROPRIATTNE55,COMPI ET1 NE55 OR 5UITABILITY OF THE LI6HTIH6 DESIGN optimal hot slnking.The LPACK is designed for cod The LED well deliver7096 of tts initial lumens at calling 811,the national call before you dig INTENT AS COMPLIANT WITH ANY APR-16ABLE RE61ILATORY CODE REQUIREMENTS WITH THE IESNA LM 79&IESNA LU40 Testing: operation,most ef iclent output and maximum LED Ufa 100,000 hours of operation. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE b.SURFACE WATER- ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- number. For excavation work completed on EXG&TION OF THOSE SPECIFICALLY STATED ON OPMR66 CREATED AND SUBMITTED BY RAD LED luminaires have been tested by an by minimizing LED junction temperature. Other CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS personal property, it is the contractor's RAB. THE L16HTIN6 DE-516N IS ISSUED,IN HiOLE OR IN PART,AS ADVISORY DOC44MTS FOR I independent laboratory in aoaordaxroe with IESNA Housing: FENCE WITH TIES SPACED EVERY 24„ AT TOP AND MID SECTION. IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. responsibility--NOT the homeowner's--to contact INFORMATIONAL MZP05B AND 15 NOT INTENDED FOR CON5TRUGTiOH NOR A5 BEING PART OF I LM-79 end 80,and have received the Department of California Title 24: FENCE SHALL BE WOVEN HIRE, 121/2 6AU6E,b" MAXIMUM MESH OPENING. A PROJECT'5 CONSTRUCTION DOC�1T PAGKA6E. ! E_nergy•Lighting l=asts"label. Precision die cast aluminum housing,leas frame. See WPLIMI WC for a 2013 California Tide 24 DigNet. Having utility lines marked prior to i 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OYER- T•MAINTENANCE -THE ENTRANCE 51lALL BE MAINTAINED IN A CONDITION WHICH WILL LED Characterlatica AAouMtng: compliant modal. digging is free of charge. PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF�iAY, ALL Ubspan: Junction box, Patients: LAPPED BY 51X INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMENT SPILLED,DROPPED, WASHED OR TRAGTED ONTO PUBLIC RIGHTS-OF-WAY MIRAFI 100>C,STABILINKA TI40N, Green Technology: The LPACK design is protected under patents in the OR APPROVED EQUIVALENT. MUST BE REMOVED IMMEDIATELY. JEFFREY T. BUTLER, P.E. 15 NOT RE5PON51BLE FOR SAFETY 100,000-hour LED I'rfespan based on LES LM BO U.S.Pat 0608,040 Canada Pat 130 243,China Pat results and TM-21 catculatlom RAB LEDs are Mercury.Arsenic and UV free. ' 8. WHEN WA5HIN6 15 REQUIRED, IT SHALL BE DONE ON A AREA 5TABILIZED WITH AND SECURITY RISKS DUE TO INADEQUATE L16HT LEVELS. THIS 200930183252.2,and perxting paterds in Taiwan and 4. PREFABRICATED UNITS SHALL BE 6EOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. 15 NOT A RECOMMENDED L16HT LAYOUT. IT 15 A DE516N Color Consisfency: For use on LEER Buildings: tvlexuoo I STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. BASED UPON THE TOWN OF SOUTHOLD CODE - SECTION 112 7-step Maa4Adam Ellipse binnfng to adhl&m consistent IDA Dask Sky Approval means that this bture can be ftrranty: 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN L16HTIN6, OUTDOOR 1bdx,re4 o-fixture color. Q.PERIODIC INSPECTION AND NEEDED MAINi>=MANGE SHALL BE PROVIDED AFTER EACH used to achieve LEER Credits for Liafit Pollution �warrants that our LED BULGES DEVELOP IN THE SILT FENCE. ll be ftym from ColorStabillity Redman defects In materials and worl enship cft Ifora pertodof LED odor temperature is warrantled to shift no more Gaskets: five(5)years from the date of delivery to the end user, U.5.DEPARTMENT OF A6RI0ULTU1RE U.5.DEPARTMENT OF AGRICULTURE S TAB ILIZED 2a' I than 200K In CCT over a 5 year periodCONSERVATION SERVICE . Hgh Temperature Sificane. including oovemge of light output,color stability,driver PPYJ YORK STATE DEPARTMENTTURAL RTOF ENVIRONMENTALSVGONSERVATION VICE SILTNATURAL W YORK STATE DEPARTMBIET OF BIVIRONMENTGONSERVATION CONSTRUCTION �a•7i Color Uniformity: performance and ifxture finish. FENCE ENTRANCE The Wlerrey: NEW YORK STATE 501E # WATER CONSERVATION COMMITTEE NEW YORK STATE 501E 4 WATER CONSERVATION COMMITTEE -�''• --- ""'"""`"" I IiAB'S of CCT{Correlated Dolor temperature)idlows The VIIPLEDIO is Equivalent in derivared lumens fio a the guidei of the Amerfaan National Standard for 4 m ° Spedlicadons for the Chromaticity of Solid State 70W Metal Halide VYadpack i Junbon Bax Mount tt lighting(sso Products,ANSI C78-877-2016. HID Replacement Range: 2"X4' H FRAME1121-761 ¢ Configuration Construction The WPLED10 can be used to repfaos 35-IODW � .f� s Finish: Metal Halide Wadpacks based on delivered iun>ans. r' N txt- Our environmentally Mendly polyp powderi- STAKE coatings are formulataed for high-durability and long- ^ D STABILIlE ENTIRE PILE i. lasting color,and contains no VOC or toxic heavy w (() x FABRIC NTH VEGETATION OR Govt 2 �g 2g 2tLY u, W � 1 SLOPE OR I.E55 l - F0.701 V 341 14, W Ji W :.w+�_•.. •. .car._.-.r_r•rra� 1r TI �1 M X Z �p 'r'°•• ' ` Calculation Summary W -1111- W W W [29.53] :-r.->, - _= 'r Label Descri tion GaIcT a Units Avg Max Min Avg/Kin/Min Max/Min Pt cLr Pt lb F1 -1111=111111 0 -. P z - T-111 °a a S E GQIGPt5 Site Reading Taken at O'-0" AF6 Illuminar>Ge Fc 0.21 4.16 0.0 NANA. 3 3 II11�1=1111-111 = 1927.r CQ O DROP INLET BURIED FABRIG 2: d) WITH GATE 4e 4' FRAME � Q O SILT FENGE w N 1. AREA CHOSEN FOR 5T0(KPILING OPERATIONS SHALL BE DRY AND STABLE. m �- L I I 3 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. z 3. UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL BE 5URROUNDED WITH GATHER EXCESS SILT FEW ING,THEME STABILIZED WITH VEGETATION OR COVERED. w W AT CORNERS I I I I I TO BE USED WERE TOP501L 15 MECE-55ARY FOR RE6RADIN6 AND VEGETAT imo DISTURBED AREAS. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE VEGETATIVE&OVER,MUCH,NON-VE6ETATiVE COVER,AND PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE STABILIZATION MEASURE(5)SELECTED GONSTRUGT I O N SPEG I F I GAT I ONS SHOULD 13E APPROPRIATE FOR THE TiME OF YEAR,SITE GONDITION5,AND RE-MIRED PERIOD OF USE. (4) LED IOW WALLPAGK � ENGINEER: I. FILTER FABRIC SHALL HAVE AN E05 OF 40-65.BUf2LAP MAY BE USED FOR SHORT TERM SOIL STOGKPI LE MODEL No. WPLEDIOY WARM LIGHT (30001 I� ��pF _ �Y MOUNTING HEIGHT = 12' ABY GRADE /O2� EY T. eO 0 APPLICATIONS. NOT To SGAIE \� CO 2. GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.IF JOINTS ARE NEEDED THEY _ 05\ ��` WILL BE OVERLAPPED TO THE NEXT STAKE. PROP05ED METAL BUILDING i A�J I / > w 3.STAKE MATERIALS WILL BE STANDARD 2' x 4' WOOD OR EQUIVALENT. METAL WITH A AREA: b,bb4 SOFT. �� 1 E 5 m W MINIMUM LENGTH OF 3 FEET. FIN.R EL. = 5.0' 0. 05 oB� �1a 4. 5PAGE 5TAKE5 EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM Ib INGHE5 USE; A6RICULTURAL BARN G / OA 73 93 �? DEEP. 5PAN5 6REATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE ME5H BEHIND THE FILTER FABRIC FOR SUPPORT. ROFESSIONP� 5. FABRIC 5HALL BE EMBEDDED I FOOT MINIMUM BELOW 6ROUND AND BACKFILLED. IT SHALLE V -� JEFFREY T. BUTLER,P.E. BE SECURELY FASTENED TO THE 5TAKE5 AND FRAME. SEP 0 4 2020 6. A 2' x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE GRE5T OF THE FABRIC FOR �a 1 C)i OVER FLOW STABILITY.MAXIMUM DRAINAGE AREA I AGRE A o 5out�olu+Town I ,�/ \ Planning Board_ w U.S. DEPARTMENT OF AGRICULTURE FILTER FABRIC 5 ro.1 Coy NATURAL RESOURC.E5 CONSERVATION SERVICE \ f OS O DROP INLET t nl /o/ / ,� O NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION PROTECTION ObV 41ti J��11 m NEW YORK STATE 501L t WATER CONSERVATION COMMITTEE Z LL �02 / Z ' z W m } EX. ELEG. rTl I�J (� z O XFMR Q A5T IRON FRAME AND DOVER TO GRADE :�� p�a / METER o t--i-1 C CAMPBELL 102 G OR APPROVED EGMJAI_ ;'x.91 _ 5/ ^x ,/X 6 ^ < (J < Q- FINAL GRADE Q�2 6 \ O �� t--t LL < I STORM WATER LEAGHIN6 STRUCTURE NOTES: TOWN OF 5MT40LD PLANNING BOARD • ��` Z Q < z IO I.COLLAR DEPTH 15 NOT RE MIRED WHEN RATEABLE MATERIAL EX15T5 FOR FULL DEPTH. C.ONIDITIONS FOR APPROVAL: r^ nl N MIN' V THK CONG(OVER 2.COLLAR MATERIAL SHALL BE GLEAN GRAVEL ONLY. I. THE RELIC 15 NOT PERMITTED TO ACCESS THE BARN OR GREENHOUSE; 6 \ \X � O 15'PIPE DIA.MIN. ® o ® I 3.ALL DRAINAGE 5TRUGTURE5 MUST BE WRAPPED KT14 FILTER FABRIC. 2. THE BARN AND THE DRIVEWAY TO THE BARN SHALL BE USED FOR AGRICULTURAL 'l0 W C) ® ® ® I I 4.USE 15'DIA CORRIGUSATED HIGH DENSITY POLYETHYLENE(HDPE)HEAVY DUTY PIPE FOR PURP05E5 ONLY A5 PER THE TOl4Tl'5 EASEMENT; \ ✓ ;k W IT- SK MIN.(AS REGIUIRFD) I INTERCONNECTION OF ON-51TE STORM WATER LEACHING POOLS 3. LIVESTOCK PADDOGK5,SHELTERS AND ENCLOSURES SHALL BE LOCATED OUTSIDE Z O O © © ® ® ® I 3'MIN. ® © ® ° ® � I 3'MIN. A.HDPE PIPE SPECIFICATION(AA5HT0 M-244) THE VEGETATED BUFFER5 SHOWN ON THE SITE PLAN; \ \� 1.4N C) O PIPE! ® ® ® ® 12 C,7 ® o B. IN5TALLATION OF HDPE SPEGIFICATION(A5TM D-2321) 54.• BUFFERS, K SHALL BE PREVENTED FROM ENTERING THE VE&E`fATED BUFFERS. \�* a z C) m N HH6H DENSITY POLYETHYL M)PEJ I ® ® ® ® ® F�=7 I WRAP 5TRIGTURE5 WITH FILTER G.WATER-TIGHT JOINT TESTING SPECIFICATION(ASTM D-3212) I I VEGETATED BUFFERS 2 AND 3 SHALL BE MANAGED FOR iiE FOLLOWING BENEFIT'S: SO,\ EX157NG \\ Th O � SIZE. I ® � ® ® ® ® I FABRIC WE 6EOTEX 351,BY D.6ASKET SPECIFICATION(ASTM F-4-17f) * `J a. PROVIDE DMITRIFIGATION AND NUTRIENT UPTAKE; W/ WELL DRN INLET TO 50 CONN=10'0 MIN I � ® © ® ® tom I �• 50 TO 50 CONN 2 ITO MIN PROPEX) b.SLOW WATER RUNOFF AND ENHANCE INFILTRATION, \ ROOF LDR CONN= 4'4'MIN c.TRAP POLLUTANT'S IN SURFACE RUNOFF 4 SUBSURFACE FLOW; �j \\ � � v U_ 1= 101-0'DIA I SEPARATION D15TANGE REQUIREMENTS FOR 5TORMWATER d.STABILIZEUFFERSOILS, �4r/ �'/F t �'x PARTIAL L I C T I NC PLAN I�TI O � NDN-RATEABLE AND GRATED BUFFER I SHALL BE MANAGED TO MAINTAIN EXISTIN6112�5,SHRUGS N 501L LEACHING STRUCTURES AND PIPING (OTHER THAN RESIDENTIAL): AND 6RouvlDcoVE +mak R o 5 Z Z GNO WTR HORIZONTAL SEPARATION DISTANCES FOR b. 516N5 �x LL STORM DRAINAGE LEAGHIN6 POOLS, ANY SIGN THAT RE61UIRE5 A SIGN PERMIT MUST BE REVIEWED AND APPROVED BY THE +� \ 6� tt �-t Z I- COLLAR MATERIA'I- b' MIN PROPERTY LINE= 10'MINIMUM HORIZONTAL SEPARATION DISTANCE-5 FOR STORM PLANNING BOARD PRIOR TO INSTALLATION; +�� FX t 1.4 � < BUILDINGS WITH CELLAR= 10'MINMUM DRAINAGE NON-LEAGHING STRUCTURES: i LIGHTING �c�F� e 40 20 L 40 80 120 C) Q (PENETRATION) NO EXTERIOR LIGHTS WERE REVEIWE D OR APPROVED IN CONNECTION WHTi THIS +� FF GRAPHIC SCALE 1" = 40'-O" RATEABLE 501L WATE SE ON CE LIN= 10 MINIMUM WATER ROUNDSERVIU ILITLINIE =5'MINIMUM NS=5 MINIMiJM AKNED SITE PLAN. ANY EXTERIOR LIGHTS ON OR AROUND THE OUTSIDE OF TH15 +max�cF WATER SERVICE LINE/LATI3RAL5/MAINS = 10 MINIMUM UNDERGROUND UTILITIES=5 MIMUMUM WERCROLIND UTILITIES= 5'MINIMUM GREASE TRAP= 5'MINIMUM GREENHOUSE MUST BE REVIEWED AND APPROVED BY THE PLANNING BOARD AND _ _ 5A ITARY SEPTIC,TANK= 20'MINIMUM FUMP STATION =5'MINIMUM MUST MEET TOWN CODE SUBSECTION 112 LI6HTIN6. +� UNDERLYING SAND AND GRAVEL STRATA SANITARY LEACHING POOL=20'MINIMUM MANHOLE= 5'MINIMUM 8. THE PLANNING BOARD STRONGLY EJ(OURAGE5 THE PROPERTY OWNER TO FOLLOW GREASE TRAP = 20'MINIMUM SANITARY SEPTIC TANK= 5'MINIMUM THE 6UIDELINE5 DEVELOPED BY THE U50A FOR SUSTAINABLE NUMBERS OF ANIMALS F/A�O E : Ft1MP STATION = 20'MINIMUM ON PASTURE.THE BOARD FURTHER ENCOURAGES THE FARM OWNER.TO REQUEST A Luminalre Schedule �Y�7 ^ /1t7 NUTRIE9NT MANAGEMENT PLAN FOR THE ANIMAL HUSBANDRY PORTION OF THE FARM, I- IG/ tl STy1` T MANHOLE =LL MINIMUM VERTICAL SEPARATION DISTANCES FOR STORM AS WELL AS CONSULTING WITH THE NATIONAL GONSERVATION SCIENCE. THE BOARD Symbol Tag Qty Label Arrangement TIL Lumens Lum.Lumexn LLF Descri tfon MNT6 HT. Lum.Watts Art.Watley Total Watts PRIVATE WELLS =50 MINIMUM DRAINAGE LINES: 9 � p LEAGH I N POOL CSD) DETAIL RETAINING WALL5= 10'MINIMUM WATER SERVICE LINES= IV MINKM AL50 5TRON6LY E NCOURA6E5 THE PROPERTY OWNER TO DEVELOP A R)EL STORAGE TANKS(BELOW GROUND) = 20'MIN SANITARY WASTE LINES = Ib'MINIMUM COMPREHEN5IVE NUTRIENT MANA6EMENT PLAN(CNMP)TO ADDRE55 NUTRIENT 0 A 4 WPLEDIOY SINGLE 3,504 bib 1.000 LED IOW WALLPAGK 12.0' 20D IOD bO.0 (FOR HIGH GROUND WATER LOADING TO SURFAGE AND 6ROUND WATERS BY WORKING WITH THE SUFFOLK COUNTY WARM LIGHT(3000K) FULL CUTOFF,FULLY'5HIE JX D NOT TO SCALE SOIL AND HATER CONSERVATION DISTRICT AND/OR USDA NATURAL RESOURCE 2 CONSERVATION SERVICE. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENT'S OF SERVICE,ARE THE EXCLU51VE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. of 2 www.dignetnycli.com BLDG INFO AREA COVERAGE PROPOSED SITE PLAN: ZONING INFORMATION: ��ya ry o 0 0 of NEWYORK CITY °C / SITUATE AT: ORIENT ZONING DISTRICT: 'R-200 LOW-DENSITY RES. 8200 LOW-DENSITY RE5IDENTIAL , ye" &LONG ISLAND www.Call8l l.com LOT SIZE;200;000 S.F. MIN P, o 0 0 TOWN OF SOUTHOLD CURRENT USE: FARM ��vs °9 oy �� ' DE516.: STTRUGTURE/U5£: EXISTING PROPOSED PROP.GVR6 SUFFOLK COUNTY,NEW YORK PROPOSED USE: N.G. ��• eo �-'s � � � ~ (for other states) SO NOj 1000-14-01-1.3 AND 1.4 FEMA FLOOD ZONE: WA EXISTING O.A.- 1,505,144 S.F. (34.55 QG) 1 %\ s �yys �Q 1st FL. 1st FL. EXISTING WETLAND: 70,564 5.F. 0.62 M) ' O 00-272-4480 811 EX. I STY FR.BUILDIN6, 1785 5F WA 1185 SF 51TF DATA= USE: EXISTTNG= PROPOSED= oln ar�r r EXISTING UPLAND: 1,434,580 S.F. (32.x3 ac) ` ' � � -i c Q°, o F ® EQUIPMENT 5TORAGE OVERALL SITE: FARM 11,505,144 S.F. (34.552 AG) N.G. PROP05ED: N.G. Q ® EX.I STY FR.BUILDING, WETLAND AREA: WETLAND -70564 S.F.(1.62 AC) N.G. Fp qd �A o 18l 5F WA 18l 5F UPLAND AREA, _ Bylaw,excavators and contractors working in the For safety reasons, homeowners are strongly GARDEN 514ED FARM 11,434,580 S.F.(32.43 AG) H.G. LOT WIDTH;210' MIN p` f z z x w _....._.,..... r five boroughs of New York City and Nassau and encouraged to call as well when planning any EX. I STY FR.BUILDING, ill8 5F WA ill8 SF EXISTING: 11233' o N ~ z Suffolk Counties on Long Island must contact type of digging on their property.Homeowners © HORSE STALL IMPERVICU5 SURFACE: NL. Di Net, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by PROPOSED. N G z g EX. I STY FR.BUILDING, 1142 5F WA 1142 5F EXISTING AREA: 1,132 S.F.(0.12Si5) but no more than 10 working days(excluding calling 811,the national call before you dig © CHICKEN COOP PROPC587 AREA: 11836 S.F.(OB35K) LOT DEPTH;400' MIN \ s weekends and legal holidays)prior beginning number. For excavation workcom completed on (PERCENTAGES BASED ON UPLAND AREA[1434,580 S.F.]) S Y )P s g p EXISTING: 1,044.17' .� - g rj r any mechanized digging or excavation work to personal property,it is the contractors © I t (15 STY STEEL EfUILDING WA 8,664 SF 8,664 5F ensure underground lines are marked. responsibility--NOT the homeowner's-to contact EAST WING_LIVESTOCK POSTAL DISTRICT: SOUTHOLD PROPOSED' K.G. g qO g 9 WEST WING FARM EQUIPMENT, SCHOOL DISTRICT: OYSTER PON05 UFSD Excavators and contractors can also submit DigNet. Having utility lines marked priorto CENTER-FEfD d HAY STORAGE APPLICANT-• SITE locate requests online,through ITIC.If you do not digging is free of charge. FIRE DISTRICT: ORIENT FIRE DEPT. FRONT YARD SETBACK;60' MIN ;!�' ri _9 I STY 6REENHOUSE BUILDING WA 1,440 SF 1,440 5F ELECTRICAL SERVICE: PI LI MORTON BUILDINGS current) use ITIC, lease call 1-800-524-7603 F EXISTING: 742.x' y p O PLANT PROPAGATION FLOOD ZONE: N/A 22355 COX LANE,UNIT NOA PROP05ED: 534.1' 4 I °�� LOCATION o for more information. CUTCHO6UE, NY 1105 Ap • 1 i 1 Y' T'v p p Q AREA rorALS: 11,132 5F 10,104 5F 1056 SF 631=134-4060 REAR YARD SETBACK: 100' MIN f:rm c' � P < EX15TINC7 51TE COVERAGE: 1,132 5.F. (0.1221%) EXISTING= 580.4' s� A i PROPOSED: N.G. rERs .. Cenrrd �- qp; aJ p o � PROPOSED SITE COVERAGE: 11,536 S.F. (0.8346Xi) SIDE YARD SETBACK: 30' MIN � ::�-'Cr�r+r � -J\t. ° � ° ° cv � � � Cr STORM DRA�IN�CE GAG: 5TORM WATER DRAINAGE 5TRUGTURE5 PROVIDE FOR EXISTING FA.R. = 0.001221 (1732 S.Fa P r' RUNOFF FROM PROPOSED 5TRl1r.TURES ONLY. PROPOSED F.A.R. = 0.008346 (I l b-% 5.Fa �' ,--~°Rcff^rro yQ�� `\ , 1 7 �,+ m 4 Q X X T : 1415 VOLUME = AREA X RAINFALL X COEFFICIENT u2��• �'�• PROPOSED: 645' ��" - J RAINFALL = 2"/HR. = 0.161' pP`1� N�� +�x '� SIDE YARD SETBACK CUMULATIVE. 60' MIN �s m � \ r EaylePt COEFFICIENT OF ROOF = ID QG�OP * + N \ EXI5TIN6: T7b.q' O 28 ,nom* +�* \ - - �, \ PROP05FD: bg3.q' s� 09 J OPR P05ED PROP05ED ARCHITECTURAL STORAGE BARN ARGHITEGTURAL 6REENHOU5E FZ 2� �� W -' LIVABLE FL. AREA/DI UNIT: 850 S.F. MIN \ �o ° 9 L ng 8cich Ray ROOF AREA = 8,664 5.F. ROOF AREA = 1,440 5.F. EXISTING: N.A. oQ 51a1c,Tki�,l (" LANDWARD EDGE OF FRESHWATER WETLANDS ¢y os �o �° `C:��G blh:llauds I 8b64 5.F.x 0.161'x ID = 1,441 G.F.VOL.REOP 1,440 5.F.x O.Ibl x ID AS DELINEATED BY SUFFOLK ENVIRONMENTAL PROP05ED: N.A. `._. 1,441 GU.FT./68.42 5.F.(IO 0 L.P) = 24OAb G.F.VOL.REQUIRED S P 23 �* CONSULTING,INC.ON NOVEMBER 8,2018 21.15 VERT FT.REQ'D 241 GU.FT.l 68.42 S.F.(10'�L.PJ ( e *' MAXIMUM PERMITTED DIMENSIONS: _ �•. VOLUME REQUIRED: 1,441 GU.FT. 3.51'VERT FT. REQUIRED * / en r R�P �q FU6 3 LOT COVERAGE: SSS MAX,11,724 S.F. PROPOSEP �* �" (UPLAND AREA)EROSION CONIML i U5E: U5E: M 10 +� EXISTING: 1,732 5.F. (0.12%) PROVIDE STABILIZED � � I: (8) 10'mx3' LIQUID DEPTH LEAGHING POOL (1) l0'mx4' LIQUID DEPTH LEACHING POOL +� POND ° PROPOSED: 11,836 5.F. (0.83%) ( :;: : ` ' CON5TFWTION ENTRANCE � � `.;::.:.:::::.: �..;• ', Browns Pr J (OPEN DOVER) (OPEN COVER) • OCCURS AT PROPOSED SITE ACCESS Q ��\2+i*�* / x0.5' 0 VOLUME PROVIDED = 1,642 GU.FT. VOLUME PROVIDED = 2l3 GU.FT. • INSTALL PER DETAIL ON DWG No2 2� *� 2 BLDG HE16HT: 35 FT. /2Y2 STY'S MAX INTERCONNECT A5 5HOWN PIFE A5 5HOWN 6�• +�+ I EXI5TIN6: 13.0' / I STY +� FLA&4 5 PROP05ED: t28S' / V'2 STY ` Pefers Neck Pt Y. / fi �j� *-*x LOGAT(ON MAP: x1.0' / 7 y 24" MIN O �� SCOPE OF WORK: �? FOR WORD THIS AREA: �a p GRADE 1'- F +� ` I. BUILD PROP05ED METAL AGRICULTURAL BARN (ITEM' 'E'). W N PROPOSED PARTI L SITE PLAN, A � I- +�F� SEE DRAWN NO.1 ,,� �� u? 2. BUILD PROP05ED 6REENHOU5E (ITEM 'F'). _V = C( COMPACT FILL (/ fn 3. PROVIDE STORM DRAINAGE SYSTEM, POWER AND LIGHTING TO .. 65.213P w� +e }V�� a PROPOSED P TIAL LIGHTING PLAN, �� e �� m PROPOSED BARN. O t`1 0\ �' 4. PROVIDE STORM DRAINAGE SYSTEM TO PROP05ED d- + 4" < +' SEE DRA G No.2 o Z o \G + \ �5-- ,, �� r :: ELECTRICAL 5ERVIGE GREENHOUSE. W rN 2 MIN MIN GABLE IN CONDUIT: I O z T.O.CONDUIT 200 AMP (2= GONDUIT,MIN), AREA OF DISTURBANCE: a a 320 AMP(5V2" CONDUIT,MIN) 34444 SQ.FT. < O oN / MM F o\� k�2 W �� PROP05ED L.P. SERV. X 400 AMP (4 CONDUIT,MIN) y � / NOTE: AREA INCLUDES 10'WIDE MACHINE AC•G£55 FOR 2'IMIDE O � b IN5TALL/PROVIDER, LP-GAS CODE TRENGHING FOR PROPOSED UNDERGROUND UTILITY LINE ( d) NFPA 58,FEDERAL,STATE AND LOCAL \-COMMMIGATION IN5TALLATION5 AND AREA OF PROPOSED 12'W DIRT ROAD \\ \ s x70' / 11 GODE5. 5EE 5P5 FOR TRENCH DETAIL (TV t TEL) > S.C. TAX No. 1000-19-01-1.4 \� �OF`05EO a9 DEVELOPMENT RIGHTS CONVEYED TYPIGAL TRENCH DETAIL @ LE(3END: �1 ME QUI DI 6 f TO TOWN OF SOUTHOLD L.P. POWER GOMMUNIGATION 5ERVIGEC- PROPERTY LINE \ AREA; ,664 50 FT a RECEIVED STORM DRAIN -�-�-�-�- � � / � x 5.0' �� '�� NOT TO SCALE \� USE: AGRIG,ULTURAL BARN �o i HATER SERVICE LINE x±438' a �- ---- W PROP05ED U/G POWER TO BLDG. bZa \ JUL 3 120210 j FLOW/PITCH ARROW ~ 10 \ PROPOSED 1 5EE TRENCH DTL,THI5 DWG \ r�- � \ Southold Town STORM LEAGHIN6 POOL I O r R` \\a�, INSTALL SILT FEND BARRIER i PROPOSED POWER CONN. POINT \�11 - Q \ Planning Board \` ; OF aE \ A tlai4 e OCCURS LF OFINC cF� %!, ✓, o ° TAP FROM EXI5TIW TRAN5FORMER, � \ '� T. g • SEE DETAIL ON DWG Not Oen\° � CONNECT PER UTILITY �p \ \ O �PO�5W STORM DRAINAGE ffMM ° PROVIDER'S REQ'MTS ��` x SIZED FOR ROOF RUNOFF OF PROPOSED BLDG ONLY EXISTING CONTOUR O \ I p�, 4163' \ VEGETATED �\m USE: EXI5TIN6 6RADE x 6.0 r-'I`. ,j '� w LANDWARD EDGE OF FRCSHWATER WETLANDS 6 Bl1FFER NO3 *x • (8) 10'4P x 3 LIQ. DEPTH STORM WATER LEACHING w ,11 AS DELINEATED BY SUFFOLK ENVIRONMENTAL �P�� \ CENTER,WETLAND FINGER \a POOL5,OPEN COVER FIN. FL. EL. m ! \� q ° N s ^ ��+ x FINISHED FLOOR ELEVATION 2 GONSULr1NG,INC.ON NOVEMBER 8,2oI8 .6. I �2b g �+ �, ,� INTER(.ONNECT TO GUTTER AND LEADER SYSTEM \ r, �p\� P• �� FLns i i3.15'x y INSTALL PER DETAIL,THIS SHT O rt N/o/F \ ��0u e �� I '` N s� \ \ RoV f_ COLLEEN MCDONOU6H * �' a ��qS�+ A' \ 4 HELEN HOOKE y4� \ : o % ° 0 10 EI \ * +� 5 LANDWARD EDGE OF TIDAL ° ° s EX.ELEG.MTR g2 1 G �e x\ WETLANDS A5 DELINEATED BY 5 Fl / 3 6 EX.FR.BLDG \. rL / \ INSTALL SILT FENCE BARRIER JEFFREY T. BUTLER, P.E. POND -� ,+ o �, �' " EX.XFRMR ° �a2' D 5UFFOLK ENVIRONMENTAL GON5VLTIN5,INC. ° A. `zTq' 12.3'x 60.3' FLA&8 4J' e • OGCUR5 WHERE 5HOWN / EXISTING WELL EX.FR.BLDG \ s' Q ON NOVEMBER 8,2018 ° /� I �FN� gy 8.4'x 10.3' As, AREA: 142 5.F. \. ° / ,°A • , \� \ s �x 4 \ \° APPROX. 11115 LF OF FENCING Q � +may\ x,53 _ AREA: Sl S.F. o oma,, S\\ ° /� 5EE DETAIL ON DW6 No.2 -1 *� 3 g5 EX.FR.BLDG * e. • �� \�Gg ° (`,�� + n� 6 A LG L=62.1 -1 �pQ � i 5Q \ _ S I- 115'x 10.3 F \\ �� Y O PROP05ED METAL BUILDIN6 ��` ° �' 1d� 0 +\h�k 6 [PROP.24x 606REENHOl1=�E AREA: 118 5.F. \\� X66. \ \ �� E AREA: 8,664 50.FT. L� 111 o °\° \0� /5 L} 14+_ A 4� FIN.FL.EL. 5.0' S� x\2 Q AREA= O EX.FR.BLDG * I \ . o LAB 3 s, \ d . . .. 9 0 1,440 S F. A \ �� \ \g o USE: AGRICULTURAL BARN Q� 24.3'x 32.3' �0 WO/F Q \ ° ° + AREA: 185 5.F. \s x FLAG a i ° 9� LL PROP, EROSION CONTROL MEA611RF= G�OL LEE TAYLOR �8'rj 4 \ \� 6� Z Q Z Q INSTALL SILT FENCE BARRIER \ S. I EX.WIRE FENCE \ �* �:;:r � ti:-�� a � W • OCCURS WHERE SHOWN AROUND GARDEN BSZ , \ ° �, ` \ Z < Z ry0 O \ �* X�,. \ Y .i >., x3.5' 6' \,� s, \\ 2 °/ �s°o >o tASA° ° - . Q Z O • APPROX.1230 LF OF FENCING \ ° a� \� • 5�DETAIL ON DWG Not H/O/F �y I o 6 �� q \\' q ,A �/ I [� JOHN f SABATINO FLA612 �� j Xj�. \\� �sr• �, \ \ I d '`� \ �� o O CL O PROPOSED 6REENHOU5E EX. FR.BLDG 4LINDA SAB/nTINO y` *c 0 F .p U_ I AREA: 1,440 50.FT. 24.3' x 32.3 *i p�� \ \5 0 ,G GAG Y LANDWARD EDGE OF TIDAL WEfLAND5 RA&II x 3 FIN.FL.EL. = 5.0 s �Sl O AREA: l85 S.F. � +� � � Q A5 DELINEATED BY SUFFOLK ENVIRONMENTAL fl A& \ +,* !O \ \o p �\F�� ° � �c / E--•1 O USE: PLANT PROPAGATION GON5ULTIN6,INC.ON NOVEMBER 8,2018 \ s PROPOSMx �* R• n i o tir S\o i ^° ST IMAGE SYSTEM: 1 \ VEGETATED \ � FtAs ,pQ \° \ n o��p �� o �� ° tc�` \ C!1 Q O \ ° \ HAI 9 v �4� ,:3' PROPOSED ER05�N G 121 > o;i ° , `�o Q O I" SIZED FOR ROOF RUNOFF OF �� \ 50'ALONG WSW a i Z u - \ \ �'� \ x2.5 WNTROL MEASURE, o::Y � / '�` \o W O O lom o +� PROP05ED BLDG ONLY sem. PROPERTY LINE �A A.A9b . \ �� i 056 9 '� y LOCATION OF �i i?' : o .\ ^ 1- ` FLA61 \ � SOIL STOCK PILE �GQ t�` \ o EX.ELEG. {-I Z m 13 o N (1) 10'(P x 4'LIQ.OP STORM WATER FOR WORK IN THIS AREA: 6 S.C. TAX No. \ o- ° ��° / F \ 1000-19-01-1.3 �Qe • SEE DETAIL ON DWG No.2 P� P \\, '� s o XFMR O CV LEACHING POOL ,� Q 0 QP ° o SL EX. ELEG. ' Zj 1 � Q N M OPEN COVER PROPOSED P SITE PLAN, ��j DEVELOPMENT oP a P\�- ��..o ° �° METER o p \ \ • INTERCONNECT TO 6UfTER AND �F 9\ (�, p ( G� b \°� C 5/ I- ° \ SEE DRAWING�o.1 FLA&a �2. i scam- - 6 NWLEADER SYSTEMF� RIGHTS RETAINED .� \ ° Q O v O \° \ • INSTALL PER DETAIL,THI5 5HT F1A65 cF \ .�4> '�� \ J� ° Op°G' �° / \o\� VZ• O \ / \ * \ ' e • PROPOSED z 61 O '_)`CEX. WIRE FENCE �� aj� L- ° ° EROSION CONTROL MEASURE: \° \ 2, Z AROUND GARDEN N/0/F x2.o' \ 81.7' =1845 �� O 51TE PLAN BASED ON ORIGINAL SURVEY BY: \° e PROVIDED FOR INLET PROTECTION \s\ 3S Z m XJ \ e PROP. EROSION CONTROL MEASURE: \ 5TATE OF NEW YORK 9 i 'A� F •� NATHAN TAFT CORWIN,LAND SURVEYOR \ OCCURS AT ALL OPEN COVER O Q PROVIDED FOR INLET PROTECTION S� 4A `� �, ERS•. � n0�` P 15bb MAIN ROAD \ DRAINAGE STRUGTURE5 S j IAME5FORT,NY 11947 \ SEE DETAIL ON DWG Not .s s \ • OGl.URS AT ALL OPEN COVER DRAINAGE � � b> � SURVEYED:JAN.25,2011 \ I o STRUCTURES off' �' LA5T UPDATED: DEC.1,2018 SOS\ EXI5TING o> • SEE DETAIL ON DWG Not FLA&4 VEGETATED ELEVATIONS BASED ON TOPOGRAPHY MAP- W/�F' \ \ WELL 40-- \5 \ , BUFFER NO.I 5 EASTERN TOWNS,SUFFOLK GOUNTY,NY S� 5W CORNER DATED: 10-03-Ig75j \�° ,^, P A(3 E FLA63 X x .0' DATUM: ELEVATIONS ARE REFERENCED TO PARTIAL SITE PLAN SITE � I � ��+ +� VERTICAL DATUM BASED ON MEAN SEAL LEVEL � OVERALL S I T� PLAN I �l 'V FLAG 2 +\ +� OF GED ESTABLISHED BY THE U.S.COAST PARTIAL SITE 1177"1 _7 \+� �+ 4 AND GEODETIC SURVEY AT SANDY HOOK N.J. k� \ �"� NOTES: ��+� 34 40 20 O 40 80 120 FLA&I I.ELEVATION5 ARE REFERENCED TO GRAPHIC 56ALE 1" = 40'-0" _-A FIVE EASTERN TOWNS TOP06RAPHIGAL MAP x65' �� F j° 100 50 O 100 200 300 EX:I5TING ELEVATION5 ARE 5HOWN THUS: x5.0 ��+NcF 6`' 40 20 O 40 80 120 GRAPHIC 5GALE I" = 100'-0" EXISTING CONTOUR LINES ARE 5HOWN THU5: _ -5- GRAPHIC 5GALE 1" = 40'-0" of 2 THESE PRAWINC75 AND AGGOMPANYIN6 5PEGIFIGATION5,AS IN5TRUMENT5 OF 5ERVIGE,ARE THE EXGLU5IVE PROPERTY OF THE ARCHITECT AND THEIR U5E AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHIGH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLIGATION 13Y ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. V150AL CONTACT WITH THEM SHALL GON5TITUTE PRIMA FAGIE EVIDENCE OF AGGEPTANGE OF THESE RESTRICTIONS. o WOVEN WIRE FENCE SYMBOL� o (MIN. 14 1/2 GAUGE 5o'MIN. EXISTING WPLED 10Y N PAVEMENT RAB NOTES: v Li o W/ MAX. b�: MESH 3 $/ *THE LIGHT L055 FACTOR(LLF)15 A PRODUCT OF MANY VARIABLES,ONLY LAMP LUMEN ------ -------------- DEPRECIATION(LLD)HAS BEEN APPLIED TO THE CALCULATED RE5ULT5 UNLESS I LED INFO: o d fl 4 71W �� FILTER MOUNTABLE r`' OTHERWISE NOTED. THE LLD IS THE RESULT(QUOTIENT)OF MEAN LUMENS/INITIAL LUMENS I WATTS: IOW Q Q p 3b" MIN. LENGTH FENCE EXISTING _� PER LAMP MANUFACTURERS SPECIFICATIONS CLOTH PROFILE BERM o a� • POSTS DRIVEN MIN. Ib" GROUND COLOR TEMP• 3 OOK � (OPTIONAL) COLOR ACCURACY: 8�GRI :.• GROUND. 50'MIN * ILLUMINATION VALUES SHOWN(IN FOOTCANDLES)ARE THE PREDICTED RE5ULT5 FORLIO PAN -' - : . ' of NEWYORK C0 HORIZONTAL,VERTICAL OR INCLINED A5 DE516NIATED IN 100,000 .' R 0 THE PLANE OF z &LONG ISLAND _ - z z N ORIENTATION 5 T _ PLANES OF G�5UMN1ARY N I NORMAL HE1614T OF FILTER GALGUGG CALCULATION , . .. z TION EITHER HORI , • ... - r..F. ., ; ,,, LUMENS: 876 ' Z �.� EFFICACY. 73 LPW - METE 00-272-44 *THE v $ }� ' � ~ N _ Ib Mnr� � 80 � 811 . . 4 EXISTING a - CALCULATED RESULTS OF THIS L16HTINI6 51htA_ATION REPRESENTS AND ANTICIPATED � � � 77 GROUND PREDICTION OF SYSTEM PERFORMANCE. ACTUAL MEASURED REEa LTS MAY VARY FROM S S s S �, .I,�,0�1 v y �`Tv .i I. `0 z 12'MIN. di netn cli.com THE ANTICIPATED PERFORMANCE AND ARE 9&EGT TO MEANS AND METHODS WHICH ARE www. y y EXISTING g y or BEYOND THE CONTROL OF RAB L16HTING,INC. PAVEMENT DRIVER INFO: a www.ca[181l.com *MOUNTING HEIGHT DETERMINATION IS JOB SITE SPECIFIC,OUR LIGHTING SIMULATIONS a TYPE: CONSTANT CURRENT S PERSPECTIVE VIEW (for other states) 120V: O.IA _ z ? iR PLAN VIEW z ASSUME A MOUNTING HEIGHT(INSERTION POINT OF THE LUMINAIRE 5YN1BOU TO BE TAKEN � - � z+u � o AT THE TOP OF THE SYMBOL FOR CEILING MOUNTED LUMINARIES AND AT THE BOTTOM OF 20bV: 0.01A O B law, excavators and contractors working In the 240V: 0.06A 36" MIN. FENCE POST Y 9• THE SYMBOL FOR ALL OTHER LUMINAIRE MOUNTING GONFI6URATIONiS. five boroughs of New York Ci and Nassau and LED 10W&13 Wallpacks. Patent Pending thermal management system.100,000 2T]V: WA tK W WOVEN WIPE FENCE (MIN. 14 I/2 g City }� � rY GAUGE W/ MAX. b" MESH N Suffolk Counties on Long Island must contact *RAB LI6HTIN6,INC,.LUMINAIRE AND PRODUCT DESIGNS ARE PROTECTED UNDER U.5.AND hour L70 lifespan.5 Year Warranty. INPUT WATTS: 12W SPACING) I�IITH FILTER CLOTH 0 DigNet, 1-800-272-4480 or 811,at least 48 hours INTERNATIONAL INTE-LLEGTUAL PROPERTY LAWS. Color:Bronze Weight 3.3 lbs y� o o `n C1 Q = GONSTRUGT I ON SPEG I F I GAT I ONS but no more than 10 working days(excluding PATENTS 155UED OR PENDING APPLY. _.._.__-__........_..._. _._._-..-._...........__...g.._..._................_...._._.... FLOW z - - - weekends and legal holidays)prior to beginning WA UNDISTURBED GROUND -...... -- --..........._....._..........,_....................._..._........_._. -- --... .......... '�� 2 I.STONE 51ZE - USE 2"STONE,OR REGLAIMED OR REGYGLED CONCRETE EQUIVALENT. any mechanized digging or excavaticn work to THE LIGHTING ANALY515,EZ-LAYOUT,ENERGY ANALY515 AND/OR V15UAL SIMULATIONS a ensure underground lines are marked. Technical Specifications 0 c) o COMPACTED 501E 2. LENGTH - NOT LE55 THAN 50 FEET(EXCEPT ON A SINGLE RE5IDENGE LOT WHERE g ("LIGHTINl6 DESIGN)PROVIDED BY RAB LIGHTING,INC.(RAE)REPRESENTS AND ANTICIPATED o 0 0 0 0 ° o 0 Excavators and contractors can also submit PREDICTION OF LIGHTING SYSTEM PERFORMANCE BASED UPON DESIGN PARAMETERS AND Listings Electrical 3 A 30 FOOT MINIMUM LEN6TH WOULD APPLY). Cold Weather Starting: il EMBED FILTER CLOTH locate requests online,through ITIC.Ifyou do not INFORMATION PROVIDED BY OTHERS. THESE DE516N PARAMETERS AND INFORMATION A MIN. OF b" IN GROUND. 7 currently use ITIC, lease call 1-800-524-7603 PROVIDED BY OTHERS HAVE NOT BEEN FIELD VERIFIED BY RAB AND THEREFORE ACTUAL UL Listing: The minimum starting temperature is-40°C/-40`F Driver: g O O O o 0 0 U4' 3. THICKNESS -NOT LE55 THAN 51X(6) INGHE5. for p MEASURED RESULTS MAY VARY FROM THE ACTUAL FIELD GONtDITION5. RA13 RECOMMIffM Suitable for Wet Locations as a Downlight.Suitable Ambient Temperature: Multi-chip 10W high output long life LED Driver for more information. p SECTION VIEW 4. WIDTH -TWELVE (12) FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT THAT DESIGN PARAMETERS AND OTHER INFORMATION BE FIELD VERIFIED THE REDUCE for Damp Locations as an Uplight.Wall Mount only. Constant Current,Class 11,120V-24OV,50/601 Hz, POINTS WHERE INGRE55 OR EGRESS OCGUR5.TWENTY-FOUR(24) FOOT IF 51NGLE VARIATION. Suitable for Mounting within Oft.of ground. Suitable for use in 40°C(104°F)ambient 350mA. GONSTRUGT I ON SPEG I F I GATI ONS For safety reasons, homeowners are stronglytemperatures RAB NEITHER WARRANTEES EITHER IMPLIED OR STATED WITH REGARD TO ACTUAL MFJ�SURED Dark Sky Approved: Op tical ENTRANCE TO SITE. encoura ed to call as well when tannin, an -- g planning y LIGHT LEVELS OR ENERGY CONSUMPTION LEVELS AS COMPARED TO TH05E ILLUSTRATED BY Thermal Management: type of digging on their property.Homeowners The International Dark Sky Association has approved Lumen Maintenance: I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING THE LIGHTING VESICA RA13 NEITHER WARRANTEE5,EITHER IMPLIED OR STATED,NOR this product as a full cutoff,fully shielded luminaire. Cast aluminum Thermal Management system for OF STONE. can contact us directly at 1-800-272-4480 or by REPRESENTS THE APPROPRIATIEW55,COMDPLETENE%OR SUITABILITY OF THE LIGHTING DESIGN optimal heat sinking.The LPACK is designed for cool The LED will deliver 70%of its initial lumens at OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR 'U" TYPE OR HARDWOOD. -79&iESNA LM-80 Testing: calling 811,the national call before you dig INTENT AS COMPLIANT WITH ANY APPLICABLE REGULATORY CODE REQUIREMENIT5 WITH THE IESNA LM operation,most efficient output and maximum LED life 100,000 hours of operation. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE b. SURFACE WATER- ALL SURFACE WATER FLOWING OR DIVERTED TOWARD GON- number. For excavation workcompleted on EXCEPTION OF TH05E SPECIFICALLY STATED ON DRMINl65 CREATED AND SUBMITTED BY RAS LED luminaires have been tested by an by minimizing LED junction temperature. Other GON5TRUGTION ENTRANGE5 SHALL BE PIPED AGRO55 THE ENTRANCE. IF PIPING 15 personal property, it is the contractor's RAB. THE LIGHTING DE516N 15159M,IN WHOLE OR IN PART,A5 ADVISORY DOCUMENT5 FOR independent laboratory in accordance with IESNA Housing: FENGE: WITH TIES SPACED EVERY 24 AT TOP AND MID SECTION. IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. responsibility--NOT the homeowner's-to contact INFORMATIONAL RRP05B AND 15 NOT INTENDED FOR CONSTRUCTION NOR A5 BEING PART OF LM-79 and 80,and have received the Department of California Title 24: FENGE SHALL BE WOVEN WIRE, 12 1/2 GAUGE,b" MAXIMUM MESH OPENING. DigNet. Having utility lines marked prior to A PROJEGT5 GONI5TRUCTION DOCUMENT PACKAGE. Energy"Lighting Facts"label. Precision die cast aluminum housing,lens frame. See WPLEDI OiPC fora 2013 California Title 24 3. WHEN TI�lO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- 7.MAINTENANCE -THE ENTRANGE SHALL BE MAINTAINED IN A CONDITION WHICH WILL digging is free of charge. LED Characteristics Mounting: compliant model. PREVENT TRAGKIN6 OR FLOWING OF SEDIMENT ONTO PUBLIC,RIGHT5-0F-WAY,ALL Junction box. Patents: LAPPED BY 51X INGHE5 AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMENT SPILLED,DROPPED,WASHED OR TRA( ONTO PUBLIC, RIGHTS-OF-WAY Lifespan: NIRA 1100X,STABILINKA TI40N,OR APPROVED EQUIVALENT. MUST BE REMOVED IMMEDIATELY. 100,000-hour LED lifespan based on IES LM-80 Green Technology: The LPACK design is protected under patents in the JEFFREY T. BUTLER, P.E. IS NOT RESPONSIBLE FOR SAFETY results and TM-21 calculations. U.S.Pat.D608,040,Canada Pat.130,243,China Pat. AND SECURITY RISKS DUE TO INADEQUATE L16HT LEVELS. THIS RAB LEDs are Mercury,Arsenic and UV free. 200930183252.2,and pending patents in Taiwan and 4. PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. 8. WHEN WASHING 15 REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH IS NOT A RECOMMENDED LIGHT LAYOUT. IT IS A DESIGN Calor Consistency: For use on LEED Buildings: Mexico. 5TONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVIGE. BASED UPON THE TOWN OF SOl1TIHOLD CODE - SECTION 172 7-step MacAdam Ellipse binning to achieve consistent 5. MAINTENANCE SHALL 8E PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN p p g IDA Dark Sky Approval means that this fixture can be Warranty: Q. PERIODIC, INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH L16HTIN6, OUTDOOR fixture-te-fixture color. used to achieve LEED Credits for Light Pollution "BUL6E5" DEVELOP IN THE SILT FENCE. Reduction. RAS warrants that our LED products will be free from Color Stability: defects in materials and workmanship for a period of LED Dolor temperature is warrantied to shift no more Gaskets: five(5)years from the date of delivery to the end user, U.S.DEPARTMENT OF AGRICULTURE U5.DEPARTMENT OF A6RICULTURE STABILIZED 23° than 200K in CCT over a 5 year period. High Temperature Silicone. including coverage of light output,color stability,driver NEw YORK STA D1=PR ARTMENT OF ENVIR ONMENTAL EN SERVICE SILT SILT NATURAL rye{YORK STATEDEPARTMa�rE'o�ENV�1i20NMENNTA LVeo SERVATION CONSTRUCTION 3 performance and fixture finish. [60 701 Color Uniformity: Equivalency: NEW YORK 5TAT1°SOIL E WATER CONSERVATION COMMITTEE FENCE NEWYORK STATE SOIL d WATER CONSERVATION COMMITTEE ENTRANCE " -------- ' RAB's of CCT(Correlated color temperature)follows • the guidelines of the American National Standard for The WPLED10 is Equivalent in delivered lumens to a T1 70W Metal Halide Wallpack i Specifications for the Chromaticity of Solid State • 43" Jun#ion Box Mount Lighting(SSL)Products,ANSI C78.377-2015. HIR Replacement Range: Q 2"X4" WOOD FRAME 92q 7 Con�igUPatlfln Construction The WPLED10 can be used to replace 35-10OW d) [121.76] Finish: Metal Halide Wallpacks based on delivered lumens. ��ti Our environmentally friendly polyester powder r STABILIZE ENTIRE PILE J �•{-) STAKE -- ----- .-_.._.__.._____._.._._._____..-------__--- 3 coatings are formulated for high-durability and long- V -- �� - 1 1" 3„ lasting color,and contains no VOC or toxic heavy FABRIC WITH VE6ETATION OR COVER 2 28" 28 28 metals. ^ w -4. 4 I SLOPE OR LEss [53.67] 153.671 [60.70] - -- .................__-.__ _..__�._..__........ ------- ....._.-. - _._._._._.._..._... _........._.............................._.....-.........,.. __....__.- �_ 3 IV IV IV v 1n T X �. I :. -- Summary Calculation Q < [29.531•-�-� . ,,. �. �: _ _.:.--- -.._..:°.,.., --•--=-----•--•� N...� _ _ V 1111=IIII=1I11� IIII ° _; LU 1!_ i'_ I r :,,..:.: ._..>.: L Label Description CalcType Units Avg Max Min Avg/Min Max/Min PtSpcLr PtSpcTb X Z _=IIII=1iII_-111_ � " � 2-1 I Calcpts Site Readings Taken at 0'-0" AF6 I I luminance Fc 0.21 4.76 OD N.A. N.A. 3 h� O IIII=111 -III =1 I o [63.50] I-- 1127.001 In DROP INLET BURIED FABRIC � W Q WITH GATE RE-CEIVED �--` FRAME J U L 3 1'2020 O Rh SILT FENCE L_- 1.. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. Southold Town VVV iI I I I I I 3 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2•I. Planning Board z 3. UPON COMPLETION OF 501L STOCKPILING,EACH PILE SHALL BE SURROUNDED WITH GATHER EXCESS SILT FENCING,THEN STABILIZED WITH VEGETATION OR COVERED. ETA LW AT CORNERS I I I I I TO BE USED WHERE TOP501L 15 NECESSARY FOR REGRADING AND VEGETATING DISTURBED AREAS. ti-i �7 TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE VEGETATIVE COVER,MULCH,NON-VEGETATIVE / COVER,AND PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE STABILIZATION MEASURES)SELECTED / SHOULD BE APPROPRIATE FOR THE TIME OF YEAR,SITE CONDITIONS,AND REQUIRED PERIOD OF USE. ENGINEER: GONSTRUGTION SPEC I F I GTI ONS _ (4) LED IOW WALLPAGK I. FILTER FABRIC,SHALL HAVE AN ECUS OF 40-85. BURLAP MAY BE U5ED FOR 5HORT TERM SOIL STOGKPILE MODEL No. WPLEDIOY WARM LIGHT (3000K) I� o� �E APPLIGATIONS. NOT TO 56ALE MOUNTING HEIGHT = 12' ABV GRADE 05 X\ T. YO 2. GUT FABRIC FROM A GONTINUOU5 ROLL TO ELIMINATE JOINT5. IF JOINTS ARE NEEDED THEY _ °�� 1\ `a WILL BE OVERLAPPED TO THE NEXT STAKE. �� Oa l l r : .A 3.STAKE MATERIALS WILL BE 5TANDARD 2" x 4" WOOD OR EQUIVALENT. METAL WITH A PROPOSED METAL BUILDING 1 A J 5 n w AREA: 8,664 SQ.FT. f �� 1 w�Q m _ MINIMUM LENGTH OF 3 FEET. FIN.FL.EL. = 5.0' 4. SPACE 5TAKE5 EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS INGHE5 U5E: A6RIGULTURAL BARN O.1 O'5 DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE U5E OF WIRE MESH BEHIND �/A / �oA�O 49oNt,.�c THE FILTER FABRIC FOR SUPPORT. ESS 5, FABRIC SHALL_ BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BAGKFILLED. IT SHALL o JEFFREY T. BUTLER, P.E. BE 5EGURELY FASTENED TO THE 5TAKE5 AND FRAME. �°� b. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE GR.E5T OF THE FABRIC FOR -PIS Q OVER FLOW 5TABILITY.MAXIMUM DRAINAGE AREA I ACRE A A U.S. DEPARTMENT OF AGRICULTURE FILTER FABRIC 7 O NATURAL RE50URGE5 CONSERVATION SERVICE \5 �� o ��/ DROP INLET \ r �\ l 0.2 / �' v; � < NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION l ll O�� \� , / C _NEW YORK STATE SOIL d WATER CONSERVATION COMMITTEE PROTECTION �l v oli I� }- m Q / EX.EX.ELE6. XELEG.FMR W >aJ m Q Z O GA5T IRON FRAME AND COVER TO GRADE O\P,- / METER o ti I < D_ CAMPBELL 1162 G OR APPROVED EQUAL - 5 �*��•G Q Q ~ 12 W, -- CO O Q lL Q I (Y (1 FINAL GRADE x 0 < " STORM WATER LEAGHIN6 STRUCTURE NOTES: OQ g� , � � 111 O � it z 10 1.COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EX15T5 FOR FULL DEPTH. - MIN. b T14K GONG COVER 2.COLLAR MATERIAL SHALL BE GLEAN GRAVEL ONLY. 3.ALL DRAINAGE 5TRUGTUR.E5 MUST BE WRAPPED WITH FILTER FABRIC. 15"PIPE DIA.MIN. ® ® ® I 3 �� UJ 4.USE 15"DIA CORRIGUGATED HIGH DENSITY POLYETHYLENE(HDPE)HEAVY DUTY PIPE FOR I�MIN.(A5 REQUIRED) ® ® ® I \ 6 LU O ® © ® ® ® I INTERCONNECTION OF ON-SITE STORM WATER LEACHING POOLS �� X• l Q 3'MIN. ® ® ® °- ® ® I Y MIN. A.HDPE PIPE SPECIFICATION(AA5HT0 M-2q4) , �x� 1^-1 E- (L/ Q PIPE: ® ® I� ® w ® ® i B. INSTALLATION OF HOPE SPECIFICATION(ASTM 0-2321) \ iZ m N HIGH DENSITY POLYETHYLENE(HDPE) I ® ® I�l ® I� ® I I WRAP STRUCTURES WITH FILTER G.WATER-TIGHT JOINT TESTING 5PEGIFICATION(A5TM D-3212) So,\ EXISTING rl� j Q N SIZE: I ® ® ® ® � ® ® I FABRIC QU5E GEOTEX 351,BY D.GASKET SPEGIFIGATION(ASTM F-4ll) !y� WELL \ `J SD TO SDTTO SP GONDN=�m MIN "rD MIN I ® ® ® ® ® ® I I PROPEX) �� G\ \ ►-� ~ O m ROOF LDRGONN=4"m MIN z " I SEPARATION DISTANCE REQUIREMENTS FOR 5TORMWATER PARTIAL 1 I C HT I NC PLAN � 10-0DIA. NON-RATEABLE N SOIL LEAGHIN6 STRUCTURES AND PIPING (OTHER THAN RESIDENTIAL): +� �F p ' ✓ 6ND HTR HORIZONTAL SEPARATION DI5TANNGE5 FOR +\kms+ ��R `.J Z STORM DRAINAGE LEAGHIN6 POOLS: \ 6 Ln C:CO!LAR MATERIAL 6'MIN. PROPERTY LINE= 10'MINIMUM +� F1 � � 1.4 � HORIZONTAL SEPARATION DISTANCES FOR STORM + (PENETRATION) BUILDINGS WITH CELLAR= 10'MINIMUM + F p Q Q � p 40 20 O 40 80 120 DRAINAGE NON-LEAGHIN6 STRUCTURES: �+ F R ° GRAPHIC SCALE I" = 40'-O" BUILDINIG5 ON SLAB = 10 MINIMUM WATER SERVICE LINES/LATERAL5/MAINI,5=V MINIMUM RATEABLE SOIL WATER SERVICE LINE/LATERAL5/MAIN5= 10'MINIMUM UNDERGROUND UTILITIES=5'MINIMUM +�F UNDERGROUND UTILITIES=V MINIMUM GREASE TRAP=V MINIMUM +� _ _ SANITARY SEPTIC TANK = 20'MINIMUM PUMP STATION=5'MINIMUM UNDERLYING SAND AND GRAVEL STRATA SANITARY LEAGHIN6 POOL =20'MINIMUM MANHOLE =5'MINIMUM GREASE TRAP=20'MINIMUM SANITARY 5EPTIC TANK=5'MINIMUM P A(5E : PUMP STATION= 20'MINIMUM LImllndlre Schedule TYPICAL STORM HATER MANHOLE =20'MINIMUM VERTICAL SEPARATION DISTANCES FOR STORM Symbol Tag Qty Label Arrangement TI Lamp Lumens Lum.Lumens LLF Description MNTG HT. Ltxn.Watts Arr.Watts Total Watts PRIVATE WELLS =50 MINIMUM DRAINAGE LINES: LE�4GHIN POOL (SD) DETAIL RETAINING WALLS= l0'MINIMUM WATER SERVICE LINES= 18"MINIMUM O A 4 WPLEDIOY SINGLE 3,504 876 1.000 LED IOW WALLPACK 12.0 20D 10.0 80.0 (FOR HIGH GROUND WATER) FUEL STORAGE TANKS(BELOW GROUND) =20'MIN SANITARY WASTE LINES= 18'MINIMUM WARM L16HT(3000K) FULL CUTOFF,FULLY 5HIELDW ' NOT TO SGALE 2 THESE DRAWING5 AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARGHITEGT AND THEIR USE AND PUBLICATION SHALL BE RE5TRIGTED TO THE OR16INAL 51TE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE:ARCHITECT.TITLE TO THESE PLANTS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RE5TRIGTION5. O www.dignetnycli.com BLDG INFO AREA COVERAGE PROPOSED SITE PLAN: ZONING INFORMATION: o SITUATE AT: ORIENT ZONIN6 DISTRICT: 'R-200' LOW-DENSITY RES. 'R200' L0W-0EN5IT'r RE5IDENTIAL c�°"° " o of NEW YORK CITY °r RECEIVED � �� " TOWN OF SOUTHOLD CURRENT USE: FARM N+Est Dq °y - ,y ' UIR U0pp�� www.call811.com EXISTING PROPOSED PROP.GVRG LOT SIZE;200,000 S.F. MIN e `nF�, a LOE�G ISLAND DE51G.: 5T JJCTURE/USE: SUFFOLK COUNTY,NEW YORK PROP05ED U5Es N.G. s o/t C �= ° ° ( (for other states) �- SGTM NO.: 1000-14-01-13 AND 1.4 FEMA FLOOD ZONES N/A EXISTING OA.: 1,505,144 S.F. (3455 sac) j \� ys , � S lot FL. lot FL. ` yi j JUN 15 2020 6. EXISTING WETLAND: 10,564 S.F. (1.62 aG) <<i 5 00-272-44801811 ® EX. 1 5TY FR.BUILDING, ±185 5F WA ±185 5F 51TE DATA: USE: EXISTIN PROPOSED: EXISTING UPLAND: 1,434,580 S.F. (32.83 Southold Town EQUIPMENT STORAGE OVERALL SITE: FARM ±1,505,144 S.F.(`34552 AC) N.G. PROPOSED: N.G. Planning BoardEX. I STY FR.BUILDING, f81 SF WA f81 SF WETLAND AREA: WETLAND -10564 S.F. (Ib2 AG) N.G. © GARl7EN SHED UPLAND AREA. FARM tl 434,580 S.F.(32A5 AC) N.C. Ps _ By law, excavators and contractors working in the For safety reasons, homeowners are strongly LOT WIDTH;210' MIN five boroughs of New York City and Nassau and encouraged to call as well when planning any EX. I STY FR.BUILDING, ±118 5F WA f118 5F EXISTING: 11233' t rby `n Suffolk Counties on Long Island must contact type of digging on their property.Homeowners © HORSE STALL IMPERVIOUS SURFACE: PROP05ED: N.G. DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by EXISTIN6 AREA: 1,732 S.F.(0.12%) EX. I STY FR.BUILDING, 1142 5F WA 1142 5F \ ^ S S but no more than 10 working days(excluding calling 811,the national call before you dig @D CHICKEN COOP PROP05ED AREA: 11,836 S.F.(0.83%) LOT DEPTH;400' MIN C s S weekends and legal holidays)prior to beginning number. For excavation workcompleted on (PERLENTA6ES BASED ON UPLAND AREA[1,434,580 S.F.]) EXISTING: I 44.11' Q ¢ W � any mechanized digging or e):cavation work to personal property,it is the contractors 1 E h STY STEEL BUILDING WA 8,bb4 SF 8,6b4 SF A g ensure underground lines are marked. responsibility-NOT the homeowners-to contact O EAST WING-LIVESTC�K, PROPOSED: N.G. =p 2 E _ POSTAL DISTRICT: SOUTHOLD �, (.3±,10,1,?•#' Y" ': •.: v g WEST WIN6-FARM EQUIPMENT, _ _ Q Excavators and contractors can also submit DigNet. Having utility lines marked prior to SCHOOL DISTRICT: OYSTER PONDS UFSD SITE - b locate requests online,through ITIC.If you do not digging is free of charge. CENTER-FEED b HAY STORAGE APPLICANT: - FIRE DISTRICT. ORIENT FIRE DEPT. FRONT YARD SETBACK•60' MIN � `' � 1 STY GREENHOUSE BUILDING WA 1,440 SF 1,440 SF ELECTRICAL SERVICE: PSE6 LI MORTON BUILDINGS , ' 'r g ase call -800-524-7603 EXISTING: 142.q it currently use ITIC, Ale 1 O PLANT PROPAGATION FLOOD ZONE: N/A 22355 COX LANE,UNIT N0.4 , 1 LOCATION tL for more information. PROPOSED: 534.1 flq o GUTGHOGUE,NY IIg35 n '� J ; CL P PL C� AREA TOTALS: ±1132 5F 10,104 5F 11,06 5F 631-134-4060 REAR YARD SETBACK: 100 MIN r ° A Q EXISTING 511E COVERAGE: 1332 S.F. (0.1221 ) EXISTING: 580.4'PROPOSED: N.C. STORM DR IN66E GALG: PROP05ED 51TE COVERAGE: 11,83b S.F. (0.834(9%) AFBs ' .`: t;f:nt"'I _J. �o o dZ) � o o ° o 0 EXISTING F.A.R. = 0.001221 (1,132 S.F.) ° o" STORM WATER DRAINAGE _iTWJGTURE5 PROVIDE FOR _\ 51DE YARD SETBACK: 30 MIN . : PROPOSED F.A.R. = 0.008346 (11,836 5.FJ �� `�`°acrtnrze �ti �� I 9 RUNOFF FROM PROPOSED .iTRUGTURES ONLY. EXISTING: 141.5 � o . VOLUME = AREA X RAINFALL X COEFFICIENT PROPOSED: 64.5' ` I Q\�� , - Nta - - y......... ; ..... _.._............_._.._..\ ...- �. RAINFALL = 2"/HR. = 0.161' / 6 F pP`�M� NtA�U x�x \ 51DE YARD SETBACK CUMULATIVE: 60' MIN jFsT7 �P \s Eagle Pt COEFFICIENT OF ROOF = 1.0 0 E X/x�n \ \� EXISTING: -nb.q' w ;� 'r a4 \� PROPOSED: bg3.q' i sS I i PROPOSED PROPOSED �1 6Q I �� i ARCHITECTURAL STORAGE BARN ARCHITECTURAL GREENHOUSE (��2� Nth �+ - LIVABLE FL. AREA /DWL6 UNIT: 850 S.F. MIN \, �O� w� 9 l ng Heady Flay I I ROOF AREA = 8,664 5.F. ROOF AREA = 1,440 S.F. `L5) 66 o �j/\ a LANDWARD EDGE OF FRESHWATER WETLANDS EX15TING: NA. oQ zo `�G State'1 iri tl iI` 8,664 S.F.x 0.161'x I.0 = 1,441 G.F.VOL.REOV 1,440 S.F.x 0.161'x 1.0 - +ate 6pg c o / �. \�� \ AS DELINEATED BY SUFFOLK ENVIRONMENTAL PROPOSED: N.A. 1,441 CU.FT./68.42 S.F.(10'(0 L.PJ = 240.48 G.F.VOL.REQUIRED �{ 5 ��2\� �/ CONSULTING,INC.ON NOVEAMR b,2016 o i 21.15 VERT FT.REQ D 241 CU.FT./68.42 S.F.(10 m L.P) = MAXIMUM PERMITTED DIMENSIONS: I o VOLUME REQUIRED: 1,441 GU.FT. 3.51'VERT FT. REQUIRED < \� J A sQ PROPOSED R P \ FLAB 3 LOT COVERAGE: 5% MAX,11,12q 5.F. � � EROSION CONTROL MEASURE=_ \� NPLAND AREA) � � '� t; USE: USE: PROVIDE STABILIZED MP '64- EXISTING: 1,132 S.F. (0.12%) (8) 100x3 LIQUID DEPTH LEACHING POOL (1) 10x4 LIQUID DEPTH LEACHING POOL �/ POND �'�� PROP05ED: 11,836 S.F. (0.83%) J '� :: I (OPEN COVER) (OPEN COVER) CONSTRUCTION ENTRANCE j��\2 x/ \ ``..;;;.:::::::',� Browns Pt I • OCCURS AT PROPOSED 51TE ALGE55 VOLUME PROVIDED = 1,642 GU.FT. VOLUME PROVIDED = 213 GU.FT. 3 2 BLDG HEIGHT: 35 FT. /?y2 5TY'S MAX 1 >' INSTALL PER DETAIL ON DWG No.2 21 x/ INTERCONNECT A5 SHOWN PIPE A5 SHOWN 6� EXISTING: 13.0' / 1 STY F9.A6 4 LA6 5 F1A6 PROPOSED: 128.5' / ly2 STY Pelers Neck Pr LA6 b y IO \ Nj�\,x-� _ LOGATION MAP: x x xLo' N.T.5. m zI �� \� x-\ X�� in6T 24" MIN O MND \32 a FOR WOR THIS AREA: �, SCOPE OF WORK: �? / \ GRADE r Qrn�`L I. BUILD PROPOSED METAL AGRICULTURAL BARN (ITEM 'E'). N � PROPOSED PAR SITE PLAN, � a �-- �0 SEE DRAWIN No. � 9 '�^w 2. BUILD PROPOSED GREENHOUSE (ITEM 'F'). a V m Q + o COMPACT FILL 21 3 3� � � a 8 �3�Cn� 3. PROVIDE PROP05ED SYSTEM, POWER AND LIGHTING TO O Q 65• w\� /�� P� a PROPOSED PA LIGHTING PLAN, �� 1si N - 3 4. PROVIDE STORM DRAINAGE SYSTEM TO PROPOSED SEE DRAWING 0 ° 4" GREENHOUSE. W :< < �(�� _ N 2" MIN MIN ELECTRICAL SERVICE W IL \01 1LGABLE IN CONDUIT: � X Z z q T.O.CONDUIT 1 200 AMP(2."CONDUIT,MIN), AREA OF DISTURBANCE: 320 AMP(3!2" CONDUIT,MIN) O W\0 \o 4 N 34,444 50.17T. U) O ( k\2 PROP05ED L.P. SERV. 00 AMP(4 CONDUIT,MIN) NOTE: AREA INCLUDES IO'WIDE MACHINE AGGE55 FOR 2'WIDE O y \ \ FlA610 INSTALL /PROVIDER,LP-GAS CODE TRENCHING FOR PROP05ED UNDERGROUND UTILITY LINE CL dJ O \ \ X1.01 NFPA 58,FEDERAL,STATE AND LOCAL GOMMUNIGATION INSTALLATIONS AND AREA OF PROP05ED 12'W DIRT ROAD \ \ s \ II CODES. SEE 5P5 FOR TRENCH DETAIL 0 Q (TV d TEL) S.C. TAX No. 1000-19-01-1.4 I"'(PI GAL TRENGH DETAIL @ LEOEND: `\ D 9 DEVELOPMENT RIGHTS CONVEYED c � x f TO TOWN OF SOUTHOLD L.P., POWER, GOMMUNIGATION 5ERVIGE 5 PROPERTY LINE I \ AREA: 8,664 0Q.FT. a .. / FIN.FL.1L = 5.0 �� NOT TO SCALE U5E: AGR LTURAL BARN I" WATER SERVICE LINE J -ova x±4.38' c� STORM DRAIN -so sc+ sD- � LU o PROP-05ED U/6 POWER TO BLDG. \ to \\ PROPOSED T FLOW/PITCH ARROW d 5EE TRENCH DTL,THI5 DWG \ - �� EROSION GN ASURE: `� 6 \ STORM LEACHING POOL I O ENGINEER: \o INSTALL SILT FEND BARRIER o �2 \ f� PROP05ED POWER CONN. POINT \�' � / APPROXVol Ill t 15�LF 0 FENCING 5��j % �q gc ° ol TAP FROM EXI5TIN6 TRANSFORMER, \ • SEE DETAIL ON DWG No P a CONNECT PER UTILITY �\'�j -O PROPOSED STORM DRAINAGE SYSTEM: EXISTING CONTOUR �` 6 ei 3� O PROVIDER'S REG2'MT5 c�P l SIZED FOR ROOF RUNOFF OF PROPOSED BLD G ONLY 4163' �I�'/ VEGETATED USE: x b.0 * • �p - X EXISTING GRADE LANDWARD F_D6E OF FRESHWATER WETLANDS �' � �' FLAG b BUFFER NO3 \x `� (8) 10'0 x 3' LIQ. DEPTH STORM WATER LEACHING AS DELINEATED BY SUFFOLK ENVIRONMENTAL y �L�,At� CENTER,WETLAND FINGER xa POOLS,OPEN COVER FINISHED FLOOR ELEVATION FIN. FL. EL. m twu CONSULTING,INC.ON NOVEMBER 8,2018 6. 4f\ g 5N , • 2 ? \' p / �,o INTERCONNECT TO GUTTER AND LEADER SYSTEM 1 _, Z5 �� \ ' , ' INSTALL PER DETAIL,THI5 5HT N� �j ruolF ` -� \ y,\ot'� e�°e F ' � S � FLAG� f3.�5'x � -y � \2 OA o 3 a 71 COLLEEN MGDONOU6H �� \� �OFESStONP� 4 HELEN HOOKS �p4 �' ' / o, 6� "� ES PROP, EROSION CONTROL MEASURES \. 5 � LANDWARD EDGE OF TIDAL , EX.ELEG. ITR g2 1 © �� WETLANDS AS DELINEATED BY '� POND k F OF yF EX.XFRMR 82 6 EX D EX.FR.BLDG \� F1A6 e SUFFOLK ENVIRONMENTAL GONSULTIN6,INC. h�' / o INSTALL SILT FENCE BARRIER .�FFREY T. BUTLER, P.E. EXI5TING WELL EX.FR.BLDG S AREA. x 603' / o � 0 0 : \ ON NOVEMBER 8,2018 pc 5 OCCURS WHERE SHOWN \F\� 3 s AREA: 742 S.F. \'\ ° SEE DETAIL ON DWG N0.2 J 8.4'x 10.3' Sy ys, � 4 y' APPROX. ±1,115 LF OF FENCING Q 5. +5 AREA: S1 5.F. O ��., So\ / \ • r r �j X53 EX.FR.BLDG \`G¢ O Cr \� �' S 6 kA L=62.1' �� 4 PIP, ° \ m 63. PROP.GREEN HOUSE 11.5'x 10.3' F X66 �\ ti O AREA PROP05ED64 SOPT. BUILDING ��G��o / `A X11\0 Q` o \ 5 Ir- 4- tv N AREA: 118 5.F. \ 24x60 Sb Q 4 AREA: EX.FR.BLDG \ �x o 3 \� i FIN.FL.EL. = 5.0' 1,440 S.F. ® �°�\ �o �� USE: AGRICULTURAL BARN (!o / 0� d d. N/0/F Q N1�90'00 o AREAX 85 S.F. \1� X\ 9� \ ID PROP. EROSION GOIRT'RM MFASURFs c\oL LEE TAYLOP �g•54 � 6g �q o ��' \ Q Z L. ° ° S A,. _ z Q O INSTALL SILT FENCE BARRIER <S• EX.WIRE FENCE �\ W OC.GURS WHERE SHOWN ��`, o O \ o AROUND GARDEN �O� o tJ'Y �i - �`' \ \ Z Z } • \ 2 �a•....� s> Ja Y� W m • SEE DET. I L O O C)FENCING �., \\ l�\0 A�' o �°1 j121\0 A ° - _ O Z O • SEE DETAIL ON DWEi No 2 x3SQ � 6�8�' \ � cS 2, A I < JOHN 5ABATINO FLA91 �0 6/� \�c , OPROPOSED 6REENHOU5E EX.FR.BLDG 4LINDA .5ABATINO ,�� 6 �r� �' , J d� �� O < O O AREA: 1,440 50.FT. 243X 32.3' FLAB II \ /� �•PSE all- \ 0 GAG o 1L < Q LANDWARD EDGE OF TIDAL WETLANDS FIN.FL.EL. = 5.0' AREA: 185 S.F. S 5 \� F� � O AS DELINEATED BY SUFFOLK ENVIRONMENTAL \ / � C �j O N USE: PLANT PROPAGATION ` coNSULTING,ING.ON NOVENt$ER 8,2018 FLA6lo �/� 0R \ $ ��o s o� o / fi� o/ O PROPOSED 1 / o _ O � S - \ o ° STORM DRAINAGE SYSTEM: p A6 q \ '. BUFFER No 2 \ /� g 4 \ ° m��:: .�� ` / \ W \ o �,� \ Q O / 51ZED FOR ROOF RUNOFF OF �9 50'ALONG WSW ti PROPOSED EROSION y X21\� `° / ` ° Q W Q t- ZR- tom PROPOSED BLDG ONLY �s , PROPERTY LINE , :' - / ` N� W W O O �, x25' !1)fJTRnI MFASIIRF: b Y o \ � ^� �• � Fu610 �� LOCATION OF ��'�•"� ., .��.-- �� ° � LL/ O .5E* I FOR WORK IN THIS AREA• `gyp a o \EX.ELEG. Q z O m N () IOm x 4 LIQ.DP STORM WATER F�6T 6 S.C. TAX No. s` 501E STOCK PILE 0�� \� \\YJ LL M\N + I FAGHING POOL' j 1000-i 9-01-1.3 AQP < • SEE DETAIL ON DWG N0.2 p(ZOQ \\, ¢QP`d / o S_ EX. ELEC. XFMR Z O O (v IOPEN COVER NTERCONNECT TO GUTTER AND PROPOSED P AL SITE PLAN, � � + �� . DEI/ELOPMENT � � OP � 5\ METER o s � � � O N ° \ SEE DRAWINNO No.l FLAG b `'A �, �°` 1 - m LEADER SYSTEM tb 6 � N LL RIGHTS RETAINED .^� Co / D v O 1 Q 1 o • INSTALL P�DETAIL,THI5 5HT ,�, FLAG 5 F �• �� 'OK r EX. WIRE FENCE \� o s \ v I o / AROUND GARDEN Nl0/F 8/7: L=184,5' � Ov SITE PLAN BASED ON ORIGINAL SURVEY BY: \o / EROSIDON� FOR GON ITROL MEASURE N o\0 382, z PROP. EROSION CONTROL_ MEA�J'UREs \ STATE OF NEW YORK x2.0' �`� .�c NATHAN TAFT GORWIN,LAND SURVEYOR o • OGGUR5 AT ALL OPEN COVER 1r PROVIDED FOR INLET PROTECTION �<SD �4 �6ETA \P �P� 1586 MAIN ROAD \ :... DRAINAGE STRUCTURES \� o O Q �7 sO • STRUCTURES,ALL OPEN COYER DRAINAGE \ �j, 4 tp C`) SURVEYED TJAK 25, 2011 o 0 • CH SEE DETAIL ON DWG No.2 ° a0 SEE DETAIL ON DWG NotI5TIN6 LAST UPDATED: DEC..1,2018 \ \ � \ • $\ \ L FLAG 4 VEGETATED ELEVATIONS BASED ON TOPOGRAPHY MAP- W/D� o \ WELL "v BUFFER N0.15 EASTERN TOWN5,SUFFOLK COUNTY,NY 1� l 5 �s 5W CORNERDATED: 10-03-1915 � \ ° `^I PAGE : 0 DATUM:ELEVATIONS ARE REFERENCED TO PARTIAL SITE PLAN � � + � VERTICAL°A BASED a' A SEALLEVEL ESTABLISHED iOVERALL SITE PLAN AND 6EODETIG SURVEY AT SANDY HOOK N.J. �\ � °�� PARTIAL. SITE PLA N \\ +\ (0 tis cP NOTES: c �J IL GRAPHIC 5CA J 40 20 0 40 80 120 RMI 1.ELEVATION5 ARE REFERENCED TO \ OFA FIVE EASTERN TOWNS TOP06RAPHIGAL MAP \ k F ��° 40 20 O 40 b0 # L LE I - 40-O 100 50 0 100 200 300 EXISTING ELEVATIONS ARE SHOWN THUS: x5.0 x65' X\Ftic 20 GRAPHIC SCALE 1" - 100'-O" EXISTING CONTOUR LINES ARE SHOWN THUS: 5 _� \�\ GRAPHIC 5CALE 1" = 40'-0" THESE DRAWINGS AND A6GOMPANYIN6 SPEGIFIGATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARGHITEGT AND THEIR USE AND PUBLIGATION SHALL BE RESTRICTED TO THE ORIGINAL 51TE FOR WHIGH THEY WERE PREPARED.REUSE,REPRODUGTION OR PUBLIGATION BY ANY METHOD, IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARGHITEGT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENGE OF ACCEPTANCE OF THESE RESTRICTIONS. of 2 WOVEN WIRE FENCE SYMBOL _ (MIN. 14 1/2 GAUGE 5o'MIN• EXISTING WPLED 10Y 10' MAX. G. TO G. 1"V MAX. 6" MESH 3, PAVEMENT RAB NOTES: - • S•/ 'THE LIGHT LO55 FACTOR(LLF)IS A PRODUCT OF MANY VARIABLES,ONLY LAMP LUMEN DEPRECIATION(ILD)HAS BEEN APPLIED TO THE CALCULATED RESULTS UNLE55 LED INFO: 44 AA fl s 36" MIN. LENGTH FENCE EXISTING _/ �\ FILTER MOUNTABLE OTHERK15E NOTED. THE LLD 15 THE RESULT(GIUOTIENT)OF MEAN LUMENS/INITIAL LUMtTI5 I WATTS: IOW Q Q a MIN IG," PER MANUFACTURERS SPECIFICATIONS. GROUND CLOTH R LAMP o INTO GROUND GY POSTS DRIVEN PROFILE x,000 BERM COLOR TEMP: K 501MIN ) . ILLUMINATION � (OPTIONAL) COLOR ACCURACY: GRI 0 K PLANES CALCULATION 11THE FOOTCANDLES) VERTICAL OR INCLINED AS,DE5�6NA1ED IN SPAN f NEWYORK CITY L70 LIFE loo,000 � THE GALCULATION SUMMARY. METER ORIENTATION I5 NORMAL TO THE PLANE OF LUMENS: 876 ? z z _ &LONG ISLAND t HE6HT of FILTER z CALCULATION. EFFICACY: -13 LPW `n N o 16"MIN EXISTING O 800-272-4480 811 'THE CALCULATED RESULTS OF TH15 L16HTIN6 514 LATION REPRESENTS AND ANTIGIPATED 0� Z GROUND \ PREDICTION OF SYSTEM PERFORMANCE. ACTUAL MEASURED RE5ULT5 MAY VARY FROM S S S S J y y z IZ'MIN. EXISTING www.dignetnycli.com THE ANTICIPATED PERFORMANCE AND ARE SUBJECT TO MEANS AND METHODS WHICH ARE S S or DRIVER INFO: �N, N PAVEMENT www.call811.com * CONTROL OF RAB LIGHTING UNG. TYPE: CONSTANT CURRENT U PERSPECTIVE VIEW / MOUNTING HE16HT DETERMINATION 15 JOB SITE SPECIFIC,OUR LIGHTING SIMULATIONS PLAN VIEW z (for other states) ASSUME A MOUNTING HEIGHT(INSERTION POINT OF THE LUMINAIRE SYMBOL)TO BE TAKEN IZOV: O.IA -9 36" MIN. FENCE P05T AT THE TOP OF THE SYMBOL FOR CEILING MOUNTED LUMINARIES AND AT THE BOTTOM OF 20&V: O.OIA 9 � o 2:1B law, excavators and contractors work'n In the _8 � a Y 9 THE SYMBOL FOR ALL OTHER LUMINAIRE MOUNTING CONFIGURATIONS. � 240V: O.ObA g WOVEN WIRE FENCE (MIN. 14 1/2 five boroughs of New York Ci and Nassau and on- „ 9 City LED 10W&13 W811paCks.Patent Pending thermal management system.100,000 2-MV: N/A �r R� GAUGE W/ MAX. 6 MESH N Suffolk Counties on Long Island must contact *RAB L16HTIN6,INC.LUMINAIRE AND PRODUCT DE516N5 ARE PROTECTED UNDER U5.AND hour L70 lifespan.5 Year Warranty. { SPACING) WITH FILTER CLOTH Q Di Net, 1-800-272-4480 or 811,at least 48 hours INTERNATIONAL INTELLECTUAL PROPERTY LAW5. INPUT WATTS: 12W N GONSTRUGTI ON SPEG I F I GAT ONS g Color:Bronze Weight 3.31bs � � ,Q � � � ►� FLOW � but no more than 10 working days(excluding PATENTS ISSUED OR PENDING APPLY. _ weekends and legal holidays)prior to beginning __.....•...............................-...-------- ... -- .....................................-..._.....--- '-- --- _.. ... _..._.........._...._..._..-'- -.-._........-....._.............................._.....-------'-- - ►4 WA UNDISTURBED GROUND I.STONE SIZE - USE 2" STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. an mechanized digging or excavation m Y g9 9 THE LIGHTING ANALYSIS,EZ-LAYOUT,ENERGY ANALY515 AND/OR VISUAL SIMULATIONS n cr o Technical Specifications � � o N COMPACTED SOIL ensure underground lines are marled. Z o 0 0 2. LENGTH -NOT LE55 THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE g CLIGHTIN6 DE516N)PROVIDED BY RAB LIGHTING,INC.('RAE))REPRESENTS AND ANTICIPATED 0 N o o N N o Excavators and contractors can also submit PREDICTION OF LIGHTING SYSTEM PERFORMANGE BASED UPON DE516N PARAMETER5 AND Listings Electrical �' N : EMBED FILTER CLOTH 3 A 30 FOOT MINIMUM LENGTH WOULD APPLY). Cold Weather Starting: ry 4 4 X locate requests online,through ITIC.If you do not INFORMATION PROVIDED BY OTHERS. THESE DE516N PARAMETERS AND INFORMATION A MIN. OF 6 IN GROUND. UL Listing: The minimum starting temperature is-40°C/-40°F Driver: g O O O O S O 4• 3. THIGKNE55 -NOT LE55 THAN 51X(6) INCHES. currently use [TIC, please call 1-800-524-7603 PROVIDED BY OTHERS HAVE NOT BEEN FIELD VERIFIED BY RAB AND THEREFORE ACTUAL - - for more information. MEASURED RE5ULT5 MAY VARY FROM THE ACTUAL FIELD CONDITIONS. RA13 RECOMMENDS Suitable for Wet Locations as a Downlight.Suitable Ambient Temperature: Mufti-chip 10W high output long life LED Driver SECTION VIEW 4. WIDTH-TWELVE (12) FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT THAT M516N PARAMETERS AND OTHER INFORMATION BE FIELD VERIFIED THE REDUCE for Damp Locations as an Uptight.Wall Mount only. Constant Current Class!1,120V-24ov,50/501 Hz, POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR(24) FOOT IF SINGLE VARIATION. Suitable for Mounting within Off.of ground. Suitable for use in 40°C(104°F)ambient 350mA. GONSTRUGT I ON SPEG I F I GAIT I DNS ENTRANCE TO SITE. For safety reasons,homeowners are hg any Dark Sky Approved: temperatures Optical encouraged to call as well when tannin an RAB NEITHER WARRANTEES,EITHER IMPLIED OR STATED WITH REGARD TO ACTUAL MEASURED Y pp P 9 P 9 Y Thermal Management: type of digging on their property.Home3wners L16HT LEVELS OR ENERGY CONSUMPTION LEVELS AS COMPARED TO THOSE ILLUSTRATED BY The International Dark Sky Association has approved Lumen Maintenance: I.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLAGING THE L&ITIN6 DESIGN. RAB NEITHER WARRANTEES,EITHER IMPLIED OR STATED,NOR this product as a full cutoff,fully shielded luminalre. Cast aluminum Thermal Management system for OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. can contact us directly at 1-800-272-4480 or by REPRESENTS THE APPROPRIATENESS,COMPLETENESS OR SUITABILITY OF THE LICHTI%DESIGN optimal heat sinking.The LPACK is designed for cool The LED will deliver 70%of its initial lumens at OF STONE. IESNA LM-79&IESNA LM-80 Testing: g calling 811,the national call before ycu dig INTENT AS COMPLIANT WITH ANY APPLICABLE REGULATORY CODE REMIREMENTS WITH THE operation,most efficient output and maximum LED life 100,000 hours of operation. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE 6. SURFACE WATER- ALL SURFACE WATER FLOWING OR.DIVERTED TOWARD CON- number. For excavation work completed on EXCEPTION OF TH05E SPECIFICALLY STATED ON DRAWINGS CREATED AND SUBMITTED BY RAB LED luminaires have been tested by an by minlmizing LED junction temperature. Other " CONSTRUCTION ENTRANGE5 SHALL BE PIPED AGRO55 THE ENTRANCE. IF PIPING 15 personal property, it is the contractor's RAB. THE L16HTINO DENON 15 155UED IN WHOLE OR IN PART,AS,ADV150RY DOGUMENT5 FOR independent laboratoryin accordance with IESNA Housing: FENCE P4ITH TIES 5PAGED EVERY 24 AT TOP AND MID 5EGTION. California Title 24: „ IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 5LOPE5 WILL BE PERMITTED. responsibility-NOT the homeowner's-tc contact INFORMATIONAL PURPOSES AND 15 NOT INTENDED FOR CONSTRUCTION NOR AS,BEING PART OF LM-79 and 80,and have received the Department of FENCE `_HALL BE WOVEN WIRE, 12 1/2 6AU6E,b MAXIMUM MESH OPENIN6. Energy"Lighting Facts"label. Precision die cast aluminum housing,lens frame. See WPLED10/PC fore 2013 California Title 24 DigNet. Having utility lines marked prorto A PROJEGT"5 CONSTRUCTION DOCUMENT PACKAGE. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- 1,MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL digging is free of charge. LED Characteristics Mounting: compliant model. LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-0F-WAY,ALL Lifespan: Junction box. Patents: SEDIMENT SPILLED,DROPPED,WASHED OR TRAGTED ONTO PUBLIC RIGHT5-0F-WAY Green Technology: The LPACK design is protected under patents in the MIRAFI IOOX,5TABILINKA T140N,OR APPROVED EQUIVALENT. MUST BE REMOVED IMMEDIATELY. 100,000-hour LED lifespan based on IES LM-80 gy: JEFFREY T. BUTLER, P.E. 15 NOT RESPONSIBLE FOR SAFETY results and TM-21 calculations. U.S_Pat.D608,040,Canada Pat.130,243,China Pat. AND SECURITY R15K5 DUE TO INADEQUATE LIGHT LEVELS. THIS RAB LEDs are Mercury,Arsenic and UV free. 200930183252.2,and pending patents in Taiwan and 4. PREFABRICATED UNITS SHALL BE 6EOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. 8. WHEN WASHING 15 REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH IS NOT A RECOMMENDED LIGHT LAYOUT. IT IS A DESIGN Calor Consistency: For use on LEED Buildings: Mexico. STONE AND WHICH DRAIN5 INTO AN APPROVED SEDIMENT TRAPPING DEVICE. BASED UPON THE TOWN OF SOUTHOLD CODE - SECTION 172 7-step MacAdam Ellipse binning to achieve consistent 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN p p 9 IDA Dark Sky Approval means that this fixture can be warranty: " EE q. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH LIGHTING, OUTDOOR fixture-to-fixture color. used to achieve LEED Credits for Light Pollution RAB warrants that our LED products will be free from BULGES DEVELOP IN THE SILT FENCE. Color Stability: Reduction. defects in materials and workmanship for a period of LED color temperature is warranted to shift no more Gaskets: five(5)years from the date of delivery to the end user, U5.DEPARTMENT OF A6RICULTIIRE U.S.DEPARTMENT OF A6RICULTURE 3" than 200K in CCT over a 5 year period. including coverage of light output,color stability,driver NATURAL RESOURCES CONSERVATION 515RVICE SILT NATURAL RE50UROB CON5BRVATION SERVICE STABILIZED 2- Y P High Temperature Silicone. $ performance and fixture finish. CONSTRUCTION 60.7 Color Uniformity: NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION [ Y Equivalency: NEA YORK STATE SOIL E WATER GONSERVATIC>tt COMMITTEE FENCE NEVI YORK STATE SOIL EWAIL-R GONSERVATTON GOMMITI�E _- - ----------- " - RAB's of CCT(Correlated color temperature)follows ENTRANCE the guidelines of the American National Standard for The WPLEDI0 is Equivalent in delivered lumens to a Specifications for the Chromaticity of Solid State 70W Metal Halide Wallpack `/ m 43" I ,�untion Bax Mount Lighting(SSL)Products,ANSI C78.377-2015. HID Replacement Range: • o 2"X4" WOOD FRAME X217 ( �4IigUC� all construction The WPLED10 can be used to replace 35-100W a d) ----- Finish: Metal Halide Wallpacks based on delivered lumens. - ---•-- •-•--•-•-••--••-•--- Our environmentally friendly polyester powder • i73 STAKE coatings are formulated far high-durability and long- V_ STABILIZE ENTIRE PILE 9" 1� �, Issting color,and contalns no VOC or toxic heavy (`{� FABRIC WITH VEGETATION OR(OVER 2 282g 2$ metals. \\\ w 1 SLOPE OR LE55 [53.57] 1 [53.57] r[60.70] --- --.....................___..__._.__...____._.._._._......__......-------� ...._____.__.__.._.._.____._...- _...............-......-------._--._._..._.._..._._._---_._.......__..__....__...._...-..__..........._.. ._.._.._...,__.-._ . E Calculation �. q, y .� [29.53] - T - Ga1GUlation 5txronarl� ,(� yJ w -III E=-fl I�-I I I I p NL Y •Y .L c: : I� _ - i ___.. - ` , Description Gal(T1ype Units Avg Max Min Avg/Min Max/Min PtSp(Lr PtSp(Tb E--1 X Z Label II II V y W � W W W W � •L � . -till=��-III a g�r°/� I r 5"/� COICRs Site Readings Taken at O'-0" AFG Illuminance Fe 0.21 4.7b OD N.A. N.A. 3 3 � I I I I-I I I I-III I l i V y y y y y y y .L y [L31 �- 127.0 /\/1 i1i O W W W W < - DROP INLET BURIED FABRIC W WITH GATE QL �- CL FRAME _ - •__� SILT FENCE -_Tu NOTES:I. AREA CHOSEN FOR STOCKPILING OPERATIONS 5HALL BE DRY AND STABLE. 1r I I I I 3 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. z 3. UPON COMPLETION OF 501L STOCKPILING,EAGH PILE SHALL BE SURROUNDED WITH GATHER EXCESS 7777- J SILT FENCING,THEN STABILIZED WITH VEGETATION OR COVERED. HT1 LW AT CORNERS ( I I I I TO BE USED WHERE TOP501L 15 NECE55ARY FOR REGRADING AND VEGETATING DISTURBED AREAS. -� TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE VEGETATIVE COVER,MULGH,NON-VE6ETATIVE COVER,AND PERIPHERAL SEDIMENT TRAPPIN6 BARRIERS. THE STABILIZATION MEASURE(5)5ELEGTED / ENGINEER: GONSTRUGTI ON SPEG I E I GA�TI ONS SHOULD BE APPROPRIATE FOR THE TIME OF YEAR,Slit=CONDITIONS,AND RE6VIRED PERIOD OF USE. (4) LED IOW WALLPAGK �OF � �y I. FILTER FABRIG SHALL HAVE AN E05 GF 40-85. BURLAP MAY BE U5ED FOR 5HORT TERM SOIL STOGKP I LE MODEL No. EI(5HT OY WARM LIGHT (s000K) off` / ,� O APPLIGATIONS. NOT TO SCALE MOUNTING HEIGHT = 12 ABV GRADE T e nj CO 2. GUT FABRIC FROM A GONTIN0005 ROLL TO ELIMINATE JOINTS. IF ]DINTS ARE NEEDED THEY ° �` �u v.,il * WILL BE OVERLAPPED TO THE NEXT 5TAKE. •2 �0.e / ' _��. . �� IY 5.STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METAL WITH A PROPOSED METAL BUILDING A v 5 n w MINIMUM LENGTH OF 3 FEET. AREA: 8,664 50.FT. f \ \0 2 - FINPL.EL. = 5.0 01 8 y k\Z / DC7 4. 5PAGE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS INCHES U5E: AGRICULTURAL BARN ° �O o DEEP.5PAN5 GREATER THAN 3 FEET MAY BE BRIDGED WITH THE U5E OF WIRE MESH BEHIND / A THE FILTER FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL a JEFFREY T. BUTLER, P.E. BE SECURELY FASTENED TO THE 5TAKE5 AND FRAME. b. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE GRE5T OF THE FABRIC FOR Q OVER FLOW STABILITY. MAXIMUM DRAINAGE AREA I ACRE A o Us. DEPARTMENT OF AGRICULTURE FILTER FABRIC �`�7 O NATURAL RESOURCES CONSERVATION SERVICE DROP INLET \ OS 0.2 / t: o NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 0b N NEW YORK STATE SOIL 8 WATER CONSERVATION COMMITTEE PROTECTION � zQ � Q 02 \ Z < Z m } EX.ELEG. W I I I {`{� Z o EX.ELECI. CAST IRON FRAME AND COVER TO GRADE \FLSp9 METER 0 XFMR o GAMPBELL 1162 G OR APPROVE2 EQUAL Q Q ~ FINAL GRADE 7 0 Z N o D < " STORM WATER LEACHING STRUCTURE NOTES: FLOP �jS , I Z MIN. I.COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS,FOR FULL DEPTH, p '� o N o 6'THK CON,COVER 2.COLLAR MATERIAL SHALL BE GLEAN GRAVEL ONLY. 6 LU 0 15'PIPE DIA.MIN. ® lam ® I 3.ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. 3Qj2. +' ZLn- o r IAS MIN.(AS REOUIRED) ® ® ® ( 4.USE 15"DIA GORRIGUOATED HIGH DENSITY POLYETHYLENE(HDPE) HEAVY DUTY PIPE FOR G Z � V _ ® ® ® w ® ® I INTERCONNECTION OF ON-SITE STORM WATER LEACHING POOLS \ �f ��, 11.1 0 o ® ® I Y MIN. A.HDPE PIPE SPECIFICATION(AA5HTO M-2q4) PIPE: ® ® ® ® ® ® 1 B. INSTALLATION OF HDPE SPECIFICATION(ASTM D-2320 F� a Z m HIGH DENSITY POLYETHYLENE 04DPE) I ® � ® ® � ® ® I WRAP STRUCTURES WITH FILTER G.WATER-TIGHT JOINT TESTING SPECIFICATION(ASTM 0-3212) ,�� EXISTING � � 0 IL Q N SIZE: 1 ® I� ® ® X75 ® l� 1 FABRIC(USE 6EOTEX 351,BY D.GASKET SPEGIFIGATION(ASTM F-4TI) Oly� WELL \ d- : N ORN INLET TO 50 CONN= 10'0 MIN ® ® lid ® I� l� I p o 50 TO 50 GOM= 15V MIN PROPF� � ~ t- ('{) ROOF LOR CONN=4"0 MIN 10'-.0" DIA. NON-RATEABLE SEPARATION DISTANCE RED PIPING FOR STORMWATFR ��. �'' PARTIAL L I OOT I NCC PLAN- � � � N 501E LE STRUCTURES I (OTHER THAN RESIDENTIAL)- + ,c GNP WTR HORIZONTAL SEPARATION 015TANGE5 FOR \+� FR '!�°be G `.J Z STORM DRAINAGE LEACHING POOL5: + 6✓ �� V 1--1 7- PROPERTY COLLAR MATERIAL PROPERTY LINE = 10'MINIMUM HORIZONTAL SEPARATION DI5TANGE5 FOR STORM \+ ' ll 6 MIN. BUILDINGS WITH CELLAR= 10'MINIMUM I _ �+ AFF ° 40 20 O 40 SO 120 1--I Q o Q DRAINAGE NON LEACHING STRUCTURES: (PENETRATIOW BUILDINGS ON SLAB = 10'MINIMUM WATER 5E21/IGE LINE5/LATERAL5/MAINS=5'MINIMUM +�FNc GRAPHIC SCALE 1" = 40'-0" v RATEABLE 501E WATER SERVICE LINE/LATERAL5/MAIN5= 10'MINIMUM UNDERGROUND UTILITIES =5'MINIMUM +� �\ UNDERGROUND UTILITIES=5'MINIMUM GREASE TRAP U I MINIMUM 4. \" SANITARY SEPTIC TANK = 20'MINIMUM PUMP 5TAT10N= 5'MINIMUM UNDERLYING SAND AND GRAVEL STRATA SANITARY L.EAGHIN6 POOL=20'MINIMUM MANHOLE=5'MINIMUM D " 6REA5E TRAP=20'MINIMUM SANITARY SEPTIC TANK=5'MINIMUM PUMP STATION =20'MINIMUM Luminaire Schedule T11'PIGAtL STORM HATER MANHOLE=20'MINIMUM VERTICAL SEPARATION DISTANCES FOR STORM Symbol Tag Qty Label Arrangement 1T Lamp Lumens Ltxn. Lumens LLF Description MNT6 HT. Lum.Watts Arr.Watts Total Watts PRIVATE WELLS=50 MINIMUM DRAINAGE LINES: JUN 1 5 2020 �_EA�GH I NC POOL (SD) DETAt I L RETAINING,WALLS= 10'MINIMUM WATER SERVICE LINES= lb"MINIMUM _ O A 4 WPLEDIOY SINGLE 3,504 8l6 I o0o LED IOW WALLPAGK 12A' 20.0 10.0 8oA (FOR HIGH GROUND WATER) FUEL STORAGE TANKS(BELOW GROUND) = 20 MIN SANITARY WASTE LINES= 18 MINIMUM Southold Town WARM L16HT(30001) FULL CUTOFF,I�)LLY SHIELDED NOT TO 50ALE Planning Board 2 of 2 THESE DRAWINGS AND AGGOMPANYIMIG SPEGIFIGATIONS,AS,INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESIRIGT D TO THE ORIGINAL SITE FOR YNHIGH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLIGATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE:ARGHITEGT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. V19UAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACGEPTA%E OF THESE RE5TRIGTION5.