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HomeMy WebLinkAbout1000-96.-2-10.1 (2) BLDG INFO AREA COVERAGE P 55 o O DE516.: 5TRUGTLFEN5E: AREA. PROP AREA n ��� EX1 PO FOR WORK IN THIS AREA. o EXIST B5MNT Ist FL. 2nd FL. B5MN7 1st FL. 2nd FL LE I STY FR BUILDING wA 4264 SF WA N/A NIA N/A �' 6' �\'� \ PROPOSED PARTIAL SITE PLAN, 51TE ne ® USE: FARM5TAND � o p-1q \ ZvcyS`a e° LOCATION aRaG J �i I STY FR BUILDING v'` WO/F ^1,9 \ No SANITARY SYSTEM WITHIN SEE DRAWING No.2 SFA NF �° FIgN ¢ o O USE: SHEEP BARN WA ±7200 5F WA WA WA WA �� �" MINNIE BORAWA <� . �}- 200 FEET OF PROPERTY LINE x56.0 � °r `� F O I STY FR BUILDING A ±544 5F WA WA WA WA �• 55 ��� ��. .'\ 9-�°`� ' EXI5T NO SURFACE WATERS WITHIN PROPOSED PARTIAL LIGHTING PLAN, "� °° East C Lu C, G W A� ).;. UTIL POLE O USE: GARAGE O V �.. \� F SEE DRAWING Q 300 FEET O PROPERTY LINE IN N0.4 D I STY STEEL BLD6 WA WA WA WA I p08 SF WA USE- CHEESE MAKING NO WELLS WITHIN 150 FT OF © 2 STY FR BUILDING 1550 5F ±1500 5F tIS00 5F WA WA WA b� I�,� \.�+ PROPERTY LINE u z ? USE: DWELLING / / - -\'4� �' '' S _ s S .�e, \ Cutc6o eSlalinn srF W AREA TOTALS: ±550 5F ±13,508 5F ±1500 5F O 5F 1,005 5F ` �1�q9 co R4Nc zs / / p� \ EXI5TIN6 51TE GOVERA6E: 13,508 5.F.(1.13;5) \/ \�• / ;': \ ' oePROP05ED 51TE GOVERA6E: 14,5Ib 5F.(121%) EXIST �RrF p 8 EXISTING F.A.R. = OD130 (15,558 S.F., 1300 / �,• �, \ UTIL POLE D - 0.0138(6,566 S.F. 13855 \ 5 �qLF ry •'�(''' EXIST. ELECT SERV TO REMAIN ti v PROPOSE F.A.R.F. - ( ,5 1 J / FALLOWtzwL"i .a' 4 srs r ,. EXIST.FARM STAND/ F o� / I FIELD ;J' ANEUVERI# t" - 5TORA6E BLDG (TO BE REWORKED) LOGATION MAP / \" \ NOT TO SCALE 0 5 0 0 I LAWN 50 ;; ® 6 .s Fo A \ I \ 15TY FR BUILDING �Fiy� / PROPOSED S I TE PLAN: (TO BE a REWORKED X}6RVL OPK4 S \ I SITUATE AT: CUTGHOGUE t(ANE1JyERNC7' TOWN OF SOUTHOLD WO/F o • �q �q :a� \ .; �' SUFFOLK COUNTY, NEW YORK S.IG TM. No. <<ow � .;. : :; 10 LAWN SGTM NO.: 1000-q6-02-10.1 4 10.2 GUTGHOGUE FIRE DISTRICT �� /q \ I /F EX.RET.WALL ro \ ( ZONING DISTRICT: 'AG' AGRIGU TURA G -. o L L ONSERVATION -- o 100"(2-2-10J TO REMAIN h��9'_ Fo RE5ERVED AREA - -- -- �� D G TO X.. N h�e �'"�'� - � \ PROPOSED CURRENT E: FARM 55 (DEVELOPMENT R16HT5 INTACT) 6o O 26.4'x 2o.b' �6 . \ Aq��F \ FEMA FLOOD ZONE: N/A �?� o� AREA: 80 00 5.F. (1.84 AG) I / o. tip O •` / I A EX. DECK � \ \ oD / \ 1 / ATO REMAII \ \ I \45 x41.5 51TE DATA:OVERALL SITE: Q1;F:FAREX1 II • SS S.F. PROPOSED., EXISTING p� \ \ 4d3 '2 (±2-1.5302 AG) FR.BARN �`� I 8 \ EX.2 STY FR. • / \ 1 / \gyp (TO RE Mme) \ \ HDUSE REMAIN �. CID \ / \ FOR BUILDING INFO / AREA COVERAGE SEE CHART (THIS DWG) �Q QQi, x55.2 \ I � 60 / \ / / IMPERVIOUS SURFACE: m NO 5URFAGE WATERS WITHIN /• \ l \oGF / 42.0'X24.0' \ FALLOW 40 EXISTING AREA: 13,508 S.F. (1.1355) m 300 FEET OF PROPERTY LINE / I �� FO �R� \ / FIELD p (p• \ k- \4h� PROPOSED AREA: 14,516 S.F. (1.2155) O NO WELLS WITHIN Iso FT OF / I O oi,�/Fi . / o / b� (DOES NOT INCLUDE GRAVEL PARKING AREA(S) PROPERTY LINE \ \ I / ��0 Fro Sox POSTAL DISTRICT: CUTCHOGUE APPLICANT: W N .0, FALLOW �/ i. 35 5Gi TOOL DISTRICT: 50UTNOLD MORTON BUILDIN65 ` V r- �ItKti FIELD /ion �s� FIRE DISTRICT: SOUTHHOLD 22355 COX LANE,UNIT No.4 [)� m 6j FALLOW 1 oma, ELECTRICAL SERVICE: LIPA CUTGHO6UE, NY 1105 O wo/F FIELD I \ NOTE: LINES OF DELINEATI9N- / / \ WATER 51JPPLY: 5(WA(PUBLIC, WATER) 631-134-4060 FLOOD ZONE: WA RHX CORP. / SHOWN HEREIN ARE USED/FOR / SITE 15 IN 6.W.M.Z.: IV < I I 1 TAX PURPOSES ONLY / -- � � / SITE PLAN BASED ON ORIGINAL SURVEY BY: [-+ xz � 51 I PECANIG SURVEYORS,P.G. O x41.5 / ( 1230 TRAVELER STREET JAME5PORT, NY IN41 m I /o x560 SURVEYED: JAN. 10, 2001 EXISTINGp 4I0 IRRIGATION 28.0 SURVEY 50ALE: I" = 100'-0' A4 Q L ELL AR.) CL x31D r\ \ ELEVATIONS BASED ON TOPOGRAPHY MAP - 5 EASTERN TOWN5,SUFFOLK COUNTY, NY O u� DATED: 10-03-IL FALLOW \ - DATUM: ELEVATIONS ARE REFERENCED TO VERTICAL DATUM BA5ED ON MEAN m N FIELD aQ \ \ I 5EAL LEVEL OF SANDY HOOK N.J. AS ESTABLISHED BY THE U.S. COAST AND 6E0DETIC SURVEY 5L T.M No No SURFACE WATERS,WITHIN ��R$ I I \ \ I000-gb Z-10� Q� / /o ^ 300 FEET OF PROPERTY LINE �', 11 � x34S Lw rS / /\ DEVELOPMENT R16HT5 EASEMENT .P 01 NO WELLS WITHIN 150 FT OF NOTES: �' H o� \ (DEVELOPMENT RI60T5 SOLD) x38.5 / �O PROPERTY LINE I. E_EVATION5 ARE REFERENCED TO FIVE EASTERN TOWN5 TOPOGRAPHICAL MAP AREA: 1,119,213.2 5.F.(25bg36 AG) w / �4`/ .. x31.0 EXI5TING ELEVATION5 ARE SHOWN THUS: 25.0 IN ER: WO/F ANN MARIE 6oERLER REVOCABLE LIVIN6 TRUST EXI5TIN6 CONTOUR LINES ARE SHOWN THL6: 25 \ \� FALLOW \ \ / \ ((/ �-0, (DEVELOPMENTNNFFORIGHTS) O� N e��O THOLD x51.0 \ FIELD I � \ \ I /�/ CO \ v�6 '�`� THE UNDERSIGNED,PURSUANT TO SOtMIOTA)TOWN CODE S>rMON * F� 35 ATPR 1 VAL SS&F RTIII I THE ONVLEDGES AT TTIE CONDITIONS OF TIEE SITE RESOLUTION OF APPROVAL DATED SCOPE OF R K` � 1'�� 1 w x34.5 APE ACCEPTED(SEE CONDITIONS ON RESOLUTION). WORK: t2 w ST/NG PL RINT N. . - � I. BUILD PROPOSED BUILDING 'D'. cn� 2. PROVIDE PROPOSED SANITARY AND KITCHEN WASTE SYSTEM. CONNECT TO PUBLIC 073495 \ • \ �o � l l�.► n l� WATER AND INSTALL PROPOSED I'V WATER 5ERV. LINES TO BUILDIN66 'A', 'D' AND 'E'. OFES SIONP� 40 A THORIL I TITLE DATE 3. PROVIDE PROPOSED P.G. SLAB FOR DUMP5TER AREA AND ASPHALT SURFACE FOR APPROVED BY H.G. PARKING AREA TONIN Or�_SOLTHOLD PLANNING BOARD 4. PROVIDE STORM DRAINAGE AND LIGHTING. JEFFREY T. BUTLER, P.E. � r.�,i„Q Q � -Aa 414 SHEET INDEX f��. CHAT"tP;'1t50V SIGNATURE � ZONING INFORMATION: N O swo \ \ \ I NOTE:The ap-roved site develorr-nert p!^n shall be valid for a period of eighteen(18) I.OVERALL 51TE PLAN O x44.0 months from the date of approval as per code section 289-132A. 2.PARTIAL 51TE PLAN 66RI CULTURAL CONSERVATION SAGO ~ v No SULOT SIZE;80;000 5.F. MIN -7 SURFACE WATERS WITHIN \ . \ \ \b• \ 3.DETAILS 199,2155 S.F. (215302 AG) N O 300 FEET OF PROPERTY LINE \ \ 1 1 \ I 4.PARTIAL LIGHTING PLAN EXISTING: I, I • • lfl \ I \ I l \ \ PROP05ED: N.G. u') tY CD NO WELLS WITHIN Iso FT OF \ \ I I \ I Q )- LL PROPERTY LINEFALLOW LOT WIDTH; 115' MIN Z Ae O Q \ \ FIELD I \ I \ s62 40 5 EXISTING: 16438' W O Z m } 35 PROPOSED: N.G. w - x Z O LEC SND. LOT DEPTH;250' MIN z �/ O N < CL • (L \ \ T/NG \ \ PROPERTY LINE EXISTING: 1,131.1 a LL \ / PROPOSED: N.G. lL !� � � p WO/F RHX CORP. /x35.0 / KITCHEN WASTE LINE KIT FRONT YARD SETBACK;b0' MIN Q v I`-_qO SANITARY SEWER ssss EXISTING: I1'7b' Cn Z PROPOSED: 1485, = < Z O \ FoF \ I 1 I \ /. / PROPOSED WATER SERVICE L1 � T_ < \q<<o \ \ \ �� / REAR YARD SETBACK: 15 MIN J -V4-V4- EX15TING: 811.2' 6 t EXISTING WATER SERVICE 50 \�o \ \ \ \ o"J� x405 I - - PROPOSED: 841.2' P4 x j 0 STORM DRAIN 5D SIDE YARD SETBACK: 20' MIN W In N NO SURFACE WATERS WITHIN \ I \ \ , /yam / / \ FLOW ARROW EXISTING: 1838 LL - O PROP05ED: 346 8' - 30o FEET OF PROPERTY LINE -� \ FFIELDW I \ /35.0 sl�,2s. \ \ STORM LEACHING POOL ( 51 ' O O NO WELLS WITHIN 150 FT OF \ \o` \ l J'� Std,, 40 � /0� DE YARD SETBACK CUMULATIVE: 45 MIN Z PROPERTY LINE \ I /•� - 8�' 5EPTIG TANK/6REA5E TRAP f EXISTING: 5512 z I- / O/ PROPOSED: N.G. n < 45 Qj \ \ 1 �0 //t" ' \ LEACHING POOL ( O O C� •�6' ( \ �o���`� -/ ��� '�O 35 �`�j LIVABLE FL. AREA /DWL6 UNIT: b50 S.F. MIN EXISTING: ±3,000 S.F. _ w \ \ \ \ \ o��P� EXISTING CONTOUR - -(0- -- PROPOSED: N.G. OVERALL SITE PLAN \ � • \ \ • \ \ \�.o��'s 34.5x / /',� EXISTING GRADE x 6.0 MAXIMUM PERMITTED DIMENSIONS: P A 6 E ; l •(1 LOT COVERAGE: 30% MAX (35q,1b5 5.F) EX15TIN67: 13,50b !5.1`. (1.13.05) 1!uI MAR 3 2016 �- / \ \ / Y`- NO SURFACE WATERS WITHIN 80 40 O 80 I60 240 \ � 'y 300 FEET of PROPERTY LIKETAT HOLE PROP05ED: 14,636 5.F. (12255) ScctneiTo.vn GRAPHIC, SCALE I" = 80'-O" Planr.in� \ / 1 BLO6 HE16HT: 35 FT. EoarU 40� / STY'S MAX No WELLS WITHIN Iso F7 of PROPERTY LINE FIN15HED FLOOR ELEVATION F.FL.EL. = EPROPOSED1: NL./2 STY u � O x35.5 O F 4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRIGTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXGEPT BY WRITTEN PERM155ION 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 RE5TRIGTION5. HANDICAPPED PARKING 516N NO 51JRFAGE WATERS WITHIN 300 FEET OF PROPERTY LINE ABANDONMENT BY REMOVAL. PAVEMENT SECTION (MINIMUM THICKNESS) NO PARKING ANYTIME RESERVED �A1 -- I -. --- - -= - ------ } EXI5TING 5Y5TEM TO BE ABANDONED BY REMOVING T u� o ASPHALT CONCRETE ASPHALT BASE COURSE PARKING ti � NO HELI-5 WITHIN 150 FT OF ALL RE-51DUAL SEWAGE WA5TE5 BY A LIGENSED 1 1/2" e � � WEARING COURSE Ni p co �- PROPERTY LINE WA5TE HAULER REMOVING THE ENTIRE 5TRUGTURE(5), r�r�T%7° Trr riii�l� r�rr�li�i? °o °o N 45/ BACKFILLING WITH SUITABLE SAND AND GRAVEL ASPHALT CONCRETE 2 I/2" STONE BLEND BASE-95%COMPACTION(STANDARD PROCTOR) // `9" P Q r\�� '� BINDER COURSE ,\\i\Y" G\i\\i\\!\;�'� � SITE AND PROPERLY COMPAGTING. z o LOCATION � STONE BLEND BASE7 4 of NSW Y01 CIS`( ° °yS�" e 4 Q -� _ LU LU o � &SONG 15�ANn Par P �O TEST HOLE ° � � Q tTa '� o �--► H.G. PARKING AREA 800-272-4480 811 "P Ent° PAVEMENT SEGTION BY: McDONALD 6EO561ENCEPa°, z z 'q o � P4-6 NOT TO SCALE BOX 1000 SOUTHOLD, N.Y. 11911 www.digncethycli.com cq"P 5 � � � F :2 � Q b31-765-3671J www.call811.com w C11-O" 8'-O" 8'-O" 8'-O" C�•Y.S.�.O.T.) (SEESITE PLAN FOR LOGATIOW DATE: AUG. IB, 2014 (for other states) ? S'PR QV z z _ cu:cho ue Sla:inn 25 !1 HANDICAPPED EL. 42.0' GROUND LEVEL 0' W V By law,excavators and contractors working in the �` s< "c ¢ Q five boroughs of New York City and Nassau and TYPICAL PARKING DETAIL PARKING SIGN / PALE BROWN SILT P o P s NOT TO 5GALE / Suffolk Counties on Lon Island must contact NOT TO SCALE / (ML) g °q `av L" ii ' k D ig N et, 1-800-272-4480 or 811,at least 48 hours }L' °a P `<;: sr, :�,. `? / EL. 39.5' 2.5' BELOW GRADE but no more than 10 working days(excluding TIO BROWN FINE TO weekends and legal holidays)prior beginning RLP ' p any mechanized digging or excavation work to �c zs _:! 4 SANITARY YIELD CALCULATION: NOTE: LINES OF DELINEATION MED. SAND (5P) ensure underground lines are marked. 9 Std aPQU r � Q GROUNDWATER MANAGEMENT ZONE: IV / SHOWN HEREIN ARE USED FOR Excavators and contractors can also submit P /C �o,, qsh . ' C� o N o i5 N ALLOWABLEGPD FLOW FOR 51TE = 600 /ACRE (PUBLIC WATER) EXISTING GRAVEL v locate requests online,through ITIC.If you do not N N �+ , z / �6'O TAX PURPOSES ONLY currently use ]TIC, please call 1-800-524-7603 LOGATI ON MAP' 4 N m " " PARKING AND No SURFACE HATERS WITHIN MANEUVERING AREA 2 / EL. Iq.O' 23.0' BELOW GRADE for more information. ALLOWABLE FLOW(DENSITY) BASED ON ADJUSTED LOT AREA: 300 FEET OF PROPERTY LINE J p NO SANITARY 5Y5TEM5 WITHIN NO GROUNDWATER ENCOUNTERED NOT TO 56ALE TOTAL SITE AREA = 215302 AG. (I,I4Q,215S S.F,1 0 l // 200 FEET OF PROPERTY LINE For safety reasons, homeowners are strongly DEVELOPMENT R16HT5 EASEMENT AREA =25,6936 AG. (1,114,213.2 5.FJ NO WELLS WITHIN 150 FT OF PROP. HANDICAPPED PRK6 SP. type of digging on theeir property.Homeowners�4p encouraged to call well when planning any PROPOSED PARTIAL 51TE PLAN: Aja/ DEVELOPMENT RIGHTS INTACT AREA = 1.84 AG. (80,000 5.F) PROPERTY LINE A5PHALT SURFACE IN H.G. PARKING N/ PROP05ED INP WATER SERVICE can contact us directly at 1-800-272-4480 or by 51TUATE AT: AREA REQUIRED calling 811,the national call before you dig GUTCHOGUE ADJUSTED LOT AREA = TOTAL 51TE AREA - DEV. RIGHT EASEMENT AREA H.G.SIGN TO BE MOUNTED ON BUILDING -r PROP05ED IV RPZ IN number. For excavation work completed on TOWN OF SOUTHOLD 184 AG 00,000 5FJ = 215302 AG(1)44,2155 5.FJ - 25.6436 AG.0,114,213.2 5FJSEE DETAILS, THIS DW6 9� HOT BOX ON P.G. SLAB personal property, it is the contractors / �/ responsibility-NOT the homeowners-to contact SUFFOLK COUNTY, NEW YORK ADJUSTED LOT AREA = 1.84 AG. (DEVELOPEMENT RIGHTS INTACT) p� 50 PROPOSED POINT OF CONNECTION DigNet. Having utility lines marked prior to 5CT 1 NO.: 1000-q6-02-10.1 4 10.2 BETWEEN NEW WATER MAIN AND digging is free of charge. ZONING DISTRICT: AG AGRICULTURAL CONSERVATION 600 BPD/ACRE x 184 AG. (SGTM 1000-96-2-10.1) = 1,104 BPD ALLOWED PROPOSED IN TAP (BY 5GWA) CURRENT USE: FARM PROP. DUMPSTER ENGLgSURE F'ROP05ED USE: N.G. USE BUILDINGS 'A', 'G', 'D' AND F' TO ESTABLISH DENSITY,NOTE THAT BLDG 'B' 15 ON P.G. SLAB / �' I I 4 + / sr PROPOSED METER PIT PARKING REQU I REMENT5: FEMA FLOOD ZONE: N/A EXCLUDED FROM DENSITY GALL PERSUANT TO ARTIGAL 3.12 SEE DETAIL ON 5HT 3' " ' ` � M SEE SHEET No.4 FOR 5GWA EXISTING BUILDING 'A',USE: MIXED 51TE DATA: BLDG 'A' = 127.42 BPD � •.1� • �''�' q' `�s + + FARM STAND - 4 SP PER STAND USE: EXISTING: PROPOSED: BLDG 'G' = 21.i6 GPD ATING / 50- - �0� � y� + INSTALLATION REQ rlrs 4 SPACES REQUIRED OVERALL 51TE: FARM UCICI,215.5 S.F. N.G. (U5E 0.04 GPD FOR PURPOSES OF CALGUL O � `� STORAGE AREA: 1,643 5.F (t27.5302 AG) BLD6 'D' = 40.32 6PD 51TE DENSITY - PER 5GOH5 NOI No.3, REVISED) 15P / 1000 S.F. 6R055 FLOOR AREA I008 5F AREA X 0.04 GPD 40.32 GPD I SPAGE REQUIRED FOR BUILDING INFO,AREA COVERAGE AND 5EWAGE FLOW RATE 5EE GHART(THI5 DWG) BLDG 'E' = 300DO GPD \ EX. I STY FR. BLDG. TOTAL = 4go.00 GPD LAWN , s fi\ N M PROPOSED BUILDING 'D',USE: CHEESE MAKING IMFERVIOUS SURFACE: FARMSTAND W/ KITCHEN %� � FOOD PROCESSING AND PACKING - RESERVED AREA / N cry- T 1,500 GAL . A5E TRAP (8 0 xb H,5 E.DJ, EXISTING AREA: 13,508 5F.(1.13;K) �4 � ) GOr 1,20C? GAL:SE. TANK(8�x5 H 4 EAJ APPLICANT: Cf� � � � 0.15 SP / EMPLOYEE TOTAL PROPOSED SANITARY FLOW FOR SGTM No. 1000-gb-2-10.1 = 49000 6PD AREA=80,000 5Q.FT. FIN.FL.EL = 51.25' �� PROP05ED AREA: 14 Ib S.F.(121%) m o i F No. OF EMPLOYEES = 3 ,5 TOTAL ALLOWABLE SANITARY FLOW FOR SCTM No. 1000-4b-2-10.1 = 1,104 GPD --50- AREA: 4,264 5F /^0 ; )6T 8(PAA EFF. GHING POOL MORTON BUILDINGS 'o, 3 5PAGE5 REQUIRED DOES NOT INCLUDE GRAVEL PARKING AREA(5) / W/50 EXP ION 22355 COX LANE,UNIT NOA 0 45 EXISTING BUILDING 'E',USE: DWELLING GUTGHOGUE NY 11935 �s (COMMER AL SYSTEM) 631-134-4060 1- PROP05ED EROSION CON ME RE: 604, /o, .y�o; I SPACE REQUIRED P05TAL DISTRICT. GUTGHOGUE SANITARY SYSTEM CALCULATIONS: Fo \ Fo INSTALL SILT FENCE BARRIER, FOR PR , ILE SEE DWG No3 F \ ��, ,` o; yy� o. : 0� NOTE: 2 SPACES FOR RESIDENTIAL PARKING SGFIOOL DISTRICT. 50UTHOLD \ �� qWN SEE DETAIL ON DW6 No.4 + `-c. `<-� M/ I PROPOSED SANITARY SYSTEM No.l to \ LP N ARE PROVIDED IN BLDG G - GARAGE FIRE DISTRICT: sourHHOLD � � 1- �F/ \ i EP �\ { ELECTRICAL SERVICE: LIPA NOTE: BLFOR DG :BLDG A 12142 6PD5T SANITARY D, SEE SE�AD FLOW RATE CHART \ FAD \ EXISTING RETAINIW WALL � + F " ; /+ + � TOTAL NUMBER OF SPACES REQUIRED: q HATER SUPPLY: 56HA(PUBLIC HATER) `p \ TOTAL NUMBER OF SPACES PROVIDED: 14 FLOOD ZONE: WA I. PROP05M BUILDING 'D' AND REWORK O 85.28 GPD - GREY LOAD \ \ TO REMAIN �- +� �w EXISTING"GRAVEL + 45� OF BUILDING 'A' BY OTHER5. SEE �T� �- (NO RE5TRM - INCLUDE IN SAN. -p yo s 'C E INCLUDING(1) HANDICAPPED SPACE SITE 15 IN 6AM.Z.: IV MORTON BUILDINGS FOR INFORMATION. W m x BLDG 'B' = 288.00 6PD - SANITARY LOAD GALL. FROM ANOTHER BLDG ON \ \ \ PROP I STY STEEL BLDG /6S RV 2 � < BLDG 'G' = 21.7b GPD - 5ANITARY LOAD USE: CHEESE MAKING x r� MANEUVERING AREA o5, EX. 2 5TY FR. BLDG. Z LL BLDG 'D' = 40.32 GPD - SANITARY LOAD SITE - PER 5GDH5 N01 No3, REV'D) \ \ _ _ -� U5E: DWELLING 4 BORM �� � X 1008 5F AREA X 0.04 GPD = FINFL.EL. ® 425', AREA: 1008 S.F. Q. --45 - + FLOW TL'5: 418.00 GPD (5ANITARY FLOW) \ i x 0 FIN.FL.EL = -44.41 .3 51TE PLAN BASED ON ORIGINAL SURVEY BY: O 85.28 GPD (GREY FLOW) 4032 GPD \ \ / / %� v� /q AREA: 1,500 5F 6/ Fp PEGONIG SURVEYORS,P.G. MM 563228 BPD (HYDRAULIC FLOW) �4 + /o� 13 40 9 of 1230 TRAVELER STREET JAME5PORT, NY 11441 h-�-"I O Z © LAWN ��� SURVEYED: JAN. 10,2007 LU _ j� /,y �6 0 11 , ` tiT SURVEY SCALE: I" = 100'-0" �--1 LL GREASE TRAP = Ix DESIGN FLOW , - - - / o �, 4- ry . GAR. 6 �� LAWN ND 8528 GPD x Ix = 8528 BPD PROPOSED + 'y�N � OWO RE5 U. 6T 0 REMAIN `� ' O 50 `` 'b= 1 `�' o' x ELEVATIONS BASED ON TOPOGRAPHY MAP - 5 EASTERN TOWN5,SUFFOLK COUNTY, NY SEPTIC TANK = 2x DESIGN FLOW STORM DRAINAGE 5Y5TEM / \ ( ) (NO RE51 X06, ry M/,t, / DATED: 10-03-1915 111 nl 563 6PD x 2 = 1,12656 GPD I -8'(P x 5' LIQ. OP LEACHING POOL A `0/ TE51 \ NOTE:MAINTAIN A 5:C,GRADE WITHIN 20' DECK / \ '40� DATUM: ELEVATIONS ARE REFERENCED TO VERTICAL DATUM BASED ON MEAN LEACHING POOL = Ix DE516N FLOW / IS 5FMAY (OPEN COVER,CONNECT TO LEADERS Ss� HOLE OF SEPTIC SYSTEM,EQUATES TO I'DROP 0. 5T x SYS 563 GPD / I.5 5F/DAY = 315 GPD AS SHOWN) FOR DTL SEE THI5 DWG s. /o, o ®, IN ELEV.OVER 20'LATERAL DISTANCE �p �� (�O �� REPUTED LOCATION OF \ SEAL LEVEL OF 1424 AS ESTABLISHED BY THE U.S. COAST AND GEODETIC SURVEY U5E: 1,500 GAL. GREASE TRAP(8'�Xb'DP, 5' EFF. DEPTH) 600, 0� �,y ��,°� _1 o Zo, (1YP FOR ALL PROP.SANITARY 5Y5TEM5 j o CAST IRON FRAME AND 6RATE/COVER z SEPARATION DISTANCE REQUIREMENTS FOR ��''�� PROVIDE: WATERTIGHT,INSECT-PROOF ADJUSTABLE AND LOGKING CAST IRON v CAMPBELL 1182 G OR APPROVED EQUAL x -x -x -x -x -x -x -x F.FL.EL.= ±44.41 L �n I STORMWATER LEACHING 5TRUGTURE5 AND USE. DWELLIN6 PROPOSM 4'4P HOUSE CONNECTION(,PROVIDE CLEAN-OUT FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) o C) PIPING(OTHER THAN RESIDENTIAL: x 6' GHAIN LINK (4 BEDROOM) FINAL GRADE FENCE W/ GREEEN I CHAIN LINK W/PARTIAL BSMNT AT FACE OF BUILDING _ I'ell- \ -8" TRAFFIC HORIZONTAL SEPARATION DISTANCES FOR STORM I PRIVAGY 5LAT5 -max FENCE W4 GREEN ry o 3 ry W PRIVACY SLATS G.I.COVER G.I.COVER ;,� G.I.DOVER EX.GRADE z '^ i Q Q EX.GRADE EX.GRADE DRAINAGE LEACHING POOLS I I =4125' ® ECFV. 41.25' =4125' �' =40�� O (�I Z if J'' BEARING PROPERTY LINE = 10'MINIMUM 6' a ELEV.41.aa' ELEV. 40.00' Q SLAB Q '' o Ga _ 00 BUILDINGS WITH CELLAR = 10'MINIMUM x x 15'PIPE DIA.MIN. � Q � � I BUILDINGS ON SLAB = 10'MINIMUM T.O.SLAB a ISG MIN.(AS REQUIRED) ( ���� WATER SERVICE LINE/LATERAL5/MAIN5 = 10'MINIMUM I � I TOOL #3 0 12"O.G.E.W. '; � 3q*?q' I PIPE: I UNDERGROUND UTILITIES = 5 MINIMUM A IO x10 GONGR.ETE EDGE HIGH DENSITY POLYETHYLENE(HDPW ® ® ® ® - ------ SIZE: ® ® ® ® I SANITARY SEPTIC TANK = 20'MINIMUM I PAD FOR I a ______ ORN INLET TO SD CONN = 10"m MIN ® ® ® I SANITARY LEACHING POOL = 20'MINIMUM DUMP5TER x ;fl ° ° -- 20`- MIN i T.O.SLAB® EL.3824' SD TO 5D CONN= 15'Q MIN ® ® ® w ® ® I GREASE TRAP = 20'MINIMUM - Q L"� ° • " IE.=38.13' N ROOF LDR CONN= 4`m MIN ® I D PUMP STATION = 20'MINIMUM IE -3836' 4"4)SDR 35 PVC,aY4 /LF. :b / / § N I ® ® ® ® ® I 3' MIN. MANHOLE = 20'MINIMUM x x e ° IMBED 105 LF.® Y4/LF. _ � IS'lff IE=3763' IE =31.25' ® ® ® ® ® ® �' w � o 3' MIN. I ® ® ® ° ~ ® ® I PRIVATE WELLS = 50'MINIMUM I I MOUNTING ° 2" SAND BAND 4"�HOUSE TRAP 263'=022'DROP(M1w Q 4 " �/ ® ® ® �LP� o u z ? �d I U Lu ® ® � Uj 2 ® ® I \ WRAP STRUCTURES RETAINING WALLS = 10'MINIMUM x x 1-0„ 2-#5 TOP 1,200 GAL 4'0 SDR 35 PVC,aYe /L.F. ® ® ® ® ® ® S a WITH FILTER FABRIC, FUEL STORAGE TANKS(BELOW GROUND) = 20 I I FENCE EDGE SEPTIC TANK ST 8S LF.o (MIN) = IDD - ® � ® ® ® 6EOTT=X 351 BY MINIMUM x BOT.CONT. zR Q A15E x BEAM TO EXTEND 6"MIN 004'DROP tMlw ® ® ® ® ® 4 ® Q � � ~ PROPER) HORIZONTAL SEPARATION D15TANGE5 FOR STORM I I 10"MIN.BELOW W4#3 TIES® BOT OF TANK a EL.33.13 DRAINAGE NON-LEACHING STRUG RES: FIN.GRADE 24"±D.G. ® ® ® ® ® ® ® ® ® ® I Tu x PROPOSED SEPTIC SYSTEM No.3 FOR S.o' ® ® ® ® ® ® ® ® ® I WATER SERVICE LINES/LAT7=RAL5/MAINS = 5'MINIMUM x PLAN VIEI�I L EXISTING BUILDING 'E' ® ® ® ® ® ® ® ® ® ®_ UNDERGROUND UTILITIES = 5'MINIMUM SECTION A ® o o ® ® ® q Q ,fl I I® ® ® ® ® I GREASE TRAP = 5'MINIMUM + /+ 3'GLEAN PUMP STATION = 5'MINIMUM (MINIMUM GOMMERCIAL 5Y5TEM) SAND COLLAR ® ® ® ® ® + + NOT TO 5GALE ® ® ® ® ® ® o o MANHOLE = 5 MINIMUM DUMPSTER ENCLOSURE DETAIL _ _ ® ® ® ® ® ® '� oN oN o0 00 + 0.-0 + LEAGHIN6 POOL ® ® N z I NON-RATEABLE SANITARY SEPTIC TANK = 5' MINIMUM N 8' DIAMETER SOIL NOT TO 5GALE TYPICAL COMMERCIAL SYSTEM REQUIREMENTS: 6m x 12 EFF.OP. � ® Q , N t + 6ROUND WATER VERTICAL SEPARATION DISTANCES FOR STORM 00, I. PROVIDE WATERTIGHT,IN5EGT-PROOF ADJUSTABLE AND LOGKING CAST IRON FRAME A OF U � �LLAR MATERIA b" MIN. DRAINAGE LINES: AND COVER INSTALLED AT GRADE OVER ALL OPENING(TYPIGAU. USC-6 DATA WELL No.532340.1 (PENETRATION) WATER 5ERVIGE LINES = IS" MINIMUM 2. PROVIDE 8 THK TRAFFIC BEARING SLABS ON ALL 5TRUCTURES. DATUM= N6Vv2 WT.OF POOL a EL.25.25' RATEABLE SOIL SANITARY WASTE LINES = IS" MINIMUM 3. MAINTAIN 5%MAX.SLOPE FROM EDGE OF SANITARY SYSTEM OUT 20' IN EACH HIGHEST RECORDED GROUNDWATER LEVEL / DIRECTION(TYPIGAU a 10.26'ABV VERTICAL DATUM - - - SEPARATION DISTANCE REQ'MT5 FOR SANITARY SEPTIC TANKS TESTHOLE: NO GROUNDWATER FOUND TO EL.14A' UNDERLYING SAND AND GRAVEL STRATA (OTHER THAN RESIDENTIAL: PROVIDE: WATERTIGHT,IN5EGT-PROOF ADJUSTABLE AND LOCKING CAST IRON MIN.HORIZONTAL SEPARATION DI5TANGE5: L.STORM DRAINS=20'-0' FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) NOTES: A.BUILDING W/CELLAR= 10'-0' M.GATGH BASIN5=5'-0' ° °' °.. I. COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. B.BUILDING ON SLAB=5'-0' (NON-LEAGHING) CAST IRON COVERS TO GRADE m a° 2.COLLAR MATERIAL SHALL BE GLEAN GRAVEL ONLY. G.WATER LINES= 10'-0" N.5AN.L.P.=W-0' ° a 3. ALL DRAINAGE:STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. D.SURFAGE WATER(I,ETLAND5) =15'-0' P.PUMP 5TA,C-REA5E TRAP A 4.USE 15' DIA GORRIGATED HIGH DENSITY POLYETHYLENE(HDPE) HEAVY DUTY PIPE FOR F.PUBLIC WELL=200'-0" OR MANHOLE=5'-0" FINISHED GRADE INTERCONNECTION OF ON-SITE STORM WATER LEACHING POOLS G.PRIVATE PELL= 100'-0' 0.PROP.LINES=5'-0' " of NSW YOLK CITY&SONG I�ANn H.RET.WALL(WTRPROOF) , 10'-0' R.5WIMMI%POOL=20'-0" BBEARING TOP IG 24 A.HDPE PIPE SPECIFICATION(AASHTO M-2G4) J.U/G FUEL TANKS=20-05.TDP OF EMBANKMENT OR STEEP 5LOPE B 800-272-��80 81 B. INSTALLATION OF HDPE SPECIFICATION(ASTM D-2321) K U/G UTILITIE5=5'-0" (15%SLOPE OR GREATER)=25'-0' 20'MIN �`� 20"MIN � G.WATER-TIGHT JOINT TESTING SPECIFICATION(A5T M 0-3212) T.BLUFF=65'-0' INLJET. n a TRAP www.dignetnycli.com or D.GASKET SPECIFICATION(ASTM F-4T)) � OUTLET °. www.call811.com(for other states) SEPARATION DISTANCE REG'MTS FOR SANITARY LEAGHIN6 STRUCTURES MIN 4"m FLOW LINE a SDR 35 PVC PIPE MIN.b"m SDR 35 ° ' ° a TYPI GAL STORM HATER (OTHER THAN RE5IDENTIAL): OR EQUIVALENT PVC,PIPE OR TRAP 51ZE By law,excavators and contractors working in the For safety reasons, homeowners are strongly MINIMUM HORIZONTAL SEPARATION DISTANGFS: L.STORM DRAINS OR PITCHED MIN. EQUIVALENT, DIM. 4' five boroughs of New York City and Nassau and encouraged to call as well when planning any LEAGHI NO POOL (_5D) DETAIL A BUILDING W/CELLAR= l0'-0' REGHARGE BA51N5=20'-0' Y4 PER FT. Q PITCHED MIKYWIFT PLAN Suffolk Counties on Long Island must contact type of digging on their property.Homeowners NOT TO SCALE B.BUILDING ON 5LA6= 10'-0' M.CATCH BANNS,NDN-LEAGHIN6= 10'-0" A v (TO SEPTIC TANK. 6ALV.STEEL A 30 DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by m G.WATER LINE5= 10'-0' N.5AN.L.P.=b'-0' Z�s OR SEWER MAIN) FRAME d COVER B 30 but no more than 10 working days(excluding calling 811,the national call before you dig O D.5URFAGE WATER(YETLAN05) = 100'-0" P.PROP.LINES= 10'-0' 1 weekends and legal holidays)prior to beginning number. For excavation work completed on //■■�� F.PUBLIG)^ELL=200'-0' Q.TOP OF EMBANKMENT OR STEEP SLOPE MONOLITHIC 6RA E G a any mechanized digging or excavation work to personal property, it is the contractor's G.PRIVATE WELL= 150'-0' 05%SLOPE OR GREATER =25'-0' � ;� BASE SECTION ensure underground lines are marked.Excavators responsibility--NOT the homeowner's-to H.RET.WALL(WTRPROFF)= 10'-0' R BLUFF=65'-0' N N and contractors can also submit locate requests contact DigNet. Having utility lines marked prior J.U/G FUEL TANKS=20'-0" 5.5EPTIG TANK,PUMP SLA,GREASE TRAP - I TEIEonline,through ITIC. If you do not currently use to digging is free of charge.K.U/G UTILITIES=5'-0' OR MANHOLE=a'-D" - ITIC, please call 1-800-524-7603 for more info. h^+■1 T.SWIMMING POOL=20'-0' blip SLAB ^ (Y '° CAULK WATERTIGHT BETWEEN PIPE AND -� }' TYPICAL SINGLE GREASE TRAP SLEEVE - - - - - W X NOT TO SCALE �' ,.a SEE PLAN FOR HOUSE CONNECTION NOTES" X LU 6ALV.STEEL 5LEEVE °° INV. ELEVATION (PER 5.GD.H.5.STANDARDS FOR APPROVAL OF PLANS AND GONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR (USE FOR PROPOSED SANITARY 5Y5TEM No.1 AND No.2) ° ° 4. OTHER THAN SINGLE-FAMILY RE5IDENGE5) 0 ° ° PROPO'�4'm HOUSE GOINlJEGT10N PRDVIDE: WATERTIGHT,INSECT-PROOF ADJUSTABLE AND LOCKING GA5T IRON ° ° ' '. °a COVER THICKNESSES a) A HOUSE CONNECTION 15 DEFINED A5 THE PORTION OF THE GRAVITY 5EI ER LINE WHICH EXTENDS FROM THE FACE < U) PROP05� PROVIDE CLEAN-OUT AT FACE OF BUILDING FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) OF THE BUILDING TO THE 5EWAGE DISPOSAL SYSTEM. Q Z (Z ROP ,v, 3/Ib' FOR SPAN OF 30" b) THERE SHALL BE A MINIMUM TWO FOOT LENGTH OF GA5T-IRON 5EWER LINE EXTENDING THROUGH THE FOUNDATION. [�• Q LU d) U56 5EGTION 1/4" FOR SPAN OF 36' c) HOUSE CONNECTIONS SHALL HAVE A MINIMUM DIA.OF 4 INCHES,UNLESS OTHERH15E NOTED. L 'CHEESE MAKING' N 5/16" FOR SPAN OF 48« d) NOT U5ED F� O FPLB-= 425' G.I.COVER EX.GRADE G.I.COVER GJ.GOVE32 EX.GRADE " " e) HDU5E CONNECTIONS SHALL HAVE A MINIMUM PITCH ON ONE-QUARTER INCH PER FOOT. ►/-' G.I.COVER EX.GRADE G.I.COVER ,� r __ 3/8 FOR SPAN OF 60 111 n1, NO BASEMENT EX.GRADE ;,� =42.0 f) SLIP RING GONNEGTORS OF 1T IE PROPER TYPE SHALL BE USED AT THE CAST IRON JOINT. IF REQUIRED,A ® ELEV.42.0' �' -_----- a ELEV. 42.0' �'' O a ELEV.42.0' a ELEV.42.0' 1/2" FOR SPAN OF 12' FLEXIBLE PVC GUFLING WITH 5TAINLE55 STEEL BANDS MAY BE USED TO CONNECT CAST IRON PIPE TO PVG - ------ TYPICAL HOUSE TRAP DETAIL HovsE GONNEGTIONS. THE FLEXIBLE Go11P1_ING AND BANDS SHALL CONFORM TD ASTM GI113. � T.O.SLAB a EL.41.02' TO.SLAB® 9) ALL HOUSE CONNECTIONS SHALL BE PROVIDED W/A CLEAN OUT AT THE FACE OF 1T IE BLDG. -----} ------ EL.40.42' 1 h) HOUSE GONNEGTIONS SHALL BE STRAIGHT. THERE SHALL BE NO BENDS IN SEWER LINES TO THE SEPTIC TANK OR �T ------ 2OI- -MIN-I T.O.SLAB 0 EL.345' `-��E GREASE TRAP. IF BENDS ARE UNAVOIDABLE,REFER TO 5GDH5 STANDARDS FOR SEWAGE DI5PO5AL 5Y5TEM5- TYPICAL IE= 40.11' --- -- _______ / OTHER THAN SINGLE FAMILY RESIDENCES FOR REQUIREMENT5. FOR KITCHEN WASTE � � IE=3986 PIPE(SHOW AND KITCHEN WA5TE PIPE(SHOYd�U � IE_�� IE=3q.26.-/ `fl �1 SANITARY WASTE PIPE 4'0 SDR 35 PVC a Y4/LF. Q Q IV TE IE°38:f6' IE= 3851' ® ® ® ® ® ® //, PROVIDE: WATERTIGHT,IN5EGT-PROOF ADJUSTABLE AND LOOKING CAST IRONJ EER: 12 LF.6 y'/LF. =3.0'=0.25'DROP(MIN) 4 Q b'm SDR 35 PVC 0Ye'/LF. V ® ® D � � 4'm HOUSE TRAP 1,500 GAL �O ■- 1,200 GAL `r 4'm SDR 35 PVC,aYe'/LF. ® ® ® �LP� ® / FINISHED GRADE OF N SANITARY WASTE PIPE TRAP GT 9 LF.6 Ye ICF. =1.13 - SEPTIC TANK ST 4A LF.a /LF.= 1.13 = ® ® ® ® � 4 ® FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) PSE y OJO'DROP(MIN 4"0 SDR 35 PVC,0Y+ /LF. 0.10 DROP(MIN) « T. \ Ib L.F.a y'/l.F. =4.0'=033'DROP(Mlw 4 MIN 6 MIN BOT.OF TANK ® ® ® ® � ® 24.�� � 2,q. 8 MIN TRAFFIC 0j lbI.E . SEPTIC TANK=3926' BOT OF TRAP a EL.34.31 a EL.3426' ® ® ® ® ® ® APPROVED BY I BEARING TOP * ��i,� ® ® ® ® � ® 1 20" MIN = (V 20" MIN . 1 r- 9 * . a.o aD ® ® ® ® ® ® / PLANNING BOARD I - � - - I_ IE.=34.26' ® ® ® ® ® ® - (INLET PIPE-SANITARY WASTE PIPE FROM'31-06'09 4'0 SDR 35 PVC,oY4/LF. ®_ ®_ ®_ ® TOWN OF SOUTHOLD 0 2 FOR Ib LF.o AWE. =4D'=033'RISE(MIN) ® ® ® ® ® ® j I� � � - a ° OUTLET �A � 493 ��� PROPOSED SEPTIC SYSTEM N . Y GLEAN SAND COLLAR ® ® ® ® ® ® DATE L22Q/e MIN 4'DIA. MIN 4'DIA. RO�ESSIOVA PROPOSED CHEESE MAKING BUILDING 'E' I 8m x 12 EFF.DP. ® ® SDR 35 PVC, b« FLOW LINE SDR 35 PVC, (COMMERCIAL SYSTEM) I LEAGHIN6 POOL ® ® PIPE OR = d) PIPE OR F ® ® !! , ` A OF U �-!�A � EQUIVALENT I � - - EQUIVALENT JEFFREY T. BUTLER, P.E. NOT TO SCALE BOT.OF POOL a EL.2651' - I PITCHED MIN. a W BAFFLE _ PITCHED MIN. 1-156 DATA WELL No.532340.1 I - I O Yo IN/I FT DATUM =N6VD24 Y4 IN/I FT WALL 1 Q HI6HEST RECORDED GROUNDWATER LEVEL = 10.26'ABV VERTICAL DATUM - I TE5THOLE: NO 6ROU DWATT32 FOUND TO EL. 14.0' 11- o W o I N o < PROVIDE: WATERTIGHT,IN5EGT-PROOF ADJUSTABLE AND LOOKING CAST IRON I I N Q CZ FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPIGAU Q - LL PROVIDE: WATERTIGHT, IN5EGT-PROOF ADJUSTABLE AND LOGKING CAST IRON 8 MIN TRAFFIC ° - - z W EXISTING PROPOSED 4'0 HOUSE CONNECTION FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPIGAU PROVIDE GLEAN-OUT AT FADE OF BUILDING FINISHED GRADE BEARING SLAB F - � . . � Q � � O BUILDIN6'A' NOTE: GALG'S AND DESIGN � - 7- � 1 Q USE: FARMSTAND 2, PERFORMED IN ACCORDANCE - I O W 0 N f- (YO BE REWORKED) WITH 5GDH5 5PEG5. / \ 0 < Z O < OL FFLJ3.= 5125' GEX.GRADE .I.COVER G.I.GOVER G.I.GOVEftX. G.I.DOVER G.I. --4GOVER EX.GRADE iv x 20l MIN-I / I \ I Q NO BASEMENT a ELEV.41.5' `��' =415' ® ELEV 415' =415' `�'' =47.5' ® ELEV. 4015' =415' CZ a- a ELEV. 47.5' ------} ____-- T.O.SLAB a EL.4652' TD.5LAB MIN. 4"� SDR 35 ® ( / I I \ Z Z U J O __---- 20" MIN PVC, PIPE OR I \ < Z 0 OW LINE _-- T.O.SLAB® EL.45.0 ®® _ EQUAL, PITCHED 3 TYPICAL IE= 4561' � .__i .__I 1- � FOR KITCHEN WASTE • IE=4536' � � IE=44J�b' ------ � MIN YB' PER LIN FT �� � / - � ^ 0 Q PIPE(54OWN)AND KITC.�WASTE PIPE(SHOWN) IE=44.16' � Z � I SANITARY WASTE PIPE 4'0 5DR 35 PVC a Y4/LF. Z° M 18'Tff IE=4426' IE.=440' 4 4 ® ® o ® ® ® ® I -��_ 2 X 11- 12 LF.a Y'A r-. =3.0'=0.25'DROP(Mlw b'm SDR 35 PVC OYe/LF. 4 Q V ® ® ® � ® J 3' MIN. Q I - Q 1-1 1 N 4'm HOUSE TRAP 1,500 GAL "' 4 LF.a Ye'ILF. =1.13'= 1,200 6AL 4 m SDR 35 PVC,aYe /LF. LP= 02 SANITARY WASTE PIPE GREASE TRAP GT SEPTTC TANK ST 4D LF.a VILF.=1.13' = ® ® ® � ® COLLAR - I - 4"m SDR 35 PVG a Y4/LF. OJO DROP(MIN) 0.10'DROP Aw ® ® ® ® ® 4 ® `) - � ~ U_ Q Ib LF.o Y4/LF. =4D'=033'DROP(MEW 4'MIN b MIN BOT.OF TANK ® ® ® ® ® „' ® � I �. I -�_ O BOT OF TRAP a EL.3453 I a EL.3q.1b ® ® ® � ® ® / I I I I __/ 0 IE a SEPTIC TANK= 44.16' � IE.=44.16' ® ® ® ® ® 1- (INLET PIPE-SANITARY WASTE PIPE FROM'BIRO W) ® ® ® ® © ® b'� 4"m SDR 35 PVC,0 Y4/L.F. ® ® ® ® ® PROPOSED SEPTIC SYSTEM No.I FOR Ib L.F.a Y4ILF. =40'=0.33'RISE tNlw EXISTING BUILDING 'A' Y CLEAN SAND COLLAR ® ® ® ® ® ® I v (COMMERCIAL SYSTEM) &0 x 13'EFF.OP. ® b MIN. PENETRATION � NOTES: � TE: ALL PIPING INSTALLED NOT TO SCALE LEAGHIN6 POOL ® ® HIGHEST RECORDED INTO A VIRGIN UNDER BLDG SHALL BE CAST IRON, fn 1. CONCRETE To TEST \ OF 1) ® ® 6RND WATER STRATA OF SAND 4000 P.5.1.a 28 DAYS \ I� / AND SHALL REMAIN CAST IRON P A�E USEf DATA WELL No.532340.1 BOT.OF POOL a EL.2q.0' / - - AND GRAVEL 2. REINFORCEMENT A-15 MEETS ` , _ I LEAVING THE BUILDING R A A.S.T.M.A-615,A-Ib5 SPECS DISTANCE OF 5'AWAY FROM BLDG DATUM = / 3. ALL SANITARY PIPING TO BE PERIMETER. HH16HEST N6RECORDED GROUNDWATER LEVEL = 102b'ABV VERTICAL DATUM I / (GLEAN STAND d GRAVEL) 4'm SDR 35 PVC, i i I i TEST HOLE: NO GROUNDWATER FOUND TO EL. 14:0' SANITARY EAGHI NC POO (LP), `SEPTI G TANK - 1,200 CAL. (ST) -1 VIf-1 J MAR 3 zols L L __79P,_:im 7j--7 (60MMER61 AL 5Y5TEM) (60MMER61 AL SYSTEM) Ffa t nrJ -p ,®•�.-,._y NOT TO SCALE NOT TO SCALE Q 0r THESE DRAWINGS AND AGGOMPANYING SPEGIFIGATIO%,AS I%TT2UMENT5 OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHIGH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY I-ETHOD,IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARGHITEGT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. V15UAL GONTAGT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF AGGEPTANGE OF THESE RE5TRIGTIONS. VALVE E30X COVER ry FINISHED GRADE _ fI :n r0 0 CNI 0 _ . . _ . . _ _ . _ . . _ . . _ . . _ . . . N o - - - - - - - : _ _ _ _ _ _ _ . _ NOTE: - _ - _ - _ - _ : - - _ - - - - - . 4 � Q ALL WATER LINES SHALL BE 4'-b" BELOW GRADE. ADJUSTABLE CURB BOX . G v BIN6HAM 4 TAYLOR FI . No. - _ . . _ . . _ . . ... _ . . _ . . _ 4901 BUFFALO TYPE, _ - _ - _ z z PROPOSED 2" WATER SERVICE COMPLETE OR APPROVED _ _ _ (15 MIN COPPER PIPE PRIOR TO CONN POINT) . _ . . _ . . U U W PROPOSED 2" WATER SERVICE(YRAN5ITION TO CURB STOP MUELLER H-15204 2A_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Q � OF APPROVED EQUAL. Q PVC PIPE BETWEEN REQ'D COPPER LEN67W-i) - _ - _ - _ - _ - D - _ - _ - Twin 75 Watt Quartz Bullet floods come pre-assembled and pre-wired - - - - on C103 Mounting plate. Lamps supplied. TAMPEa BA6KFILL mak' g PROPOSED - - - PROPOSED 2" WATER SERVICE _ D - D Lamp tufo Ballast Info N 2" WATER 5ERAGE [COPPER PIPE - 15' MIN FROM ALL _ _ D D _ _ _ _ _ _ D _ _ _ D CONNECTION POINTS(TYP), T-a Type: N/A v (COPPER PIPE - 15' MIN _ . . _ . . _ . . _ . . . . . _ . . _ . . _ . . _ Watts: s: 75W 120V: N/A FROM CONN.POINT) TRAN51TION TO 2" PVC, BETWEEN - - - - - _ - _ - _ - _ CORPORATION STOP MUELLER H-15000 OR VALVE E30X 5�10_UL-D NOT Shape/Size: N/A 208V: N/A REQV COPPER LENGTHS] APPROVED EQUAL WITH APAG FULL BODY COME INTO CONTA6T W(TH - - - - Base: NIA 240v: NIA SUPPORT INSERT SERVICE SADDLE / IOI. WATER MAIN OR_/ALSIE - -: - - - D - D - D ANSI: N/A 277V: NIA o S S o Hours: 1,500 Input Watts: 75W EXISTING WATER MAIN - - - - a•. a - - - - Lamp Lumens: 1,500 Efficiency: 100% / a a• a a •e a Efficacy: 20 LPW WATER SERVIGE DETAIL PVC, MAIN a a PVC, MAIN Technical Specifications KT5. e° a° _ . . _ . . _ . . _ UL Listing: d _ _ _ _ . . _ . . _ . . _ Suitable fol wet locations. Suitable for mounting within 7. ° 1.2m (oft) of the ground. - . . _ . . _ _ . . _ . . _ . . _ - - - - - - Housing: D - _ - . - - - - - - D D - - - - D - - - - - - - - - : Precision die cast aluminum, 1/2" NPS threaded arm IN5TALLATION REQUIREMENTS FOR WATER SERVICES - BD0CK-NM4-5UFF1C1ENT_4REA OF- : with locking swivel and EZ Grip lock nut fits all standard - CONCRETE AGAINST_SUIT_ABLE - mounting covers. (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY, APPENDIX 3) - - =uK5i!5 RBED - _ - - - - - - - - G. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT - _ _ 50-TL_ _ _ - _ - 'SOIL. Aa APPROVED BY THE INSTALLATION OF SERVICES--5l1BDIMSION5 -EN611�IEER-DOD\7E-TAlL-UNDERLIE ATF{ Lens Gasket: INSTALL PIPING 4 1/2'DEEP FROM THE HOUSE TO THE EX15TINO STUB 15 UTILIZED 15 NOT ACCEPTABLE.(BRASS COUPLINGS ARE _ - _ - _ _ - _ _ - _ .. - - -AND-5IDE:S I_N SOLIa DIRT. - - High temperature silicone gasket stays in place during VAULT(TIE IN AT AUTHORITY5 COPPER TAIL) REQUIRED INSTALLATION OF SERVICES--EXISTING STREET 4 WATER MAIN D. TWENTY(20')FEET OF COPPER 15 REQUIRED FROM IN51DE - _ - _ - _ - _ - _ - _ - - - - _ _ - _ - _ _ - relamping. I. INSTALL PIPING ON THE PROPERTY,4 1/2 FEET DEEP FROM THE THE BUILDING TO THE START OF THE PLASTIC PIPE. _ _ . . _ . . _ _ _ _ _ _ . . _ . _ _ _ _ . BUILDING TO THE PROPERTY LINE.A MINIMUM 1"SERVICE LINE 15 SERVICE LINE INSPECTION PROCEDURES ' - . . - - . . - ' - - - - - ' - - . . - ' - - - Reflector: REQUIRED. I. GALL THE NEW SERVICE DEPARTMENT TO REQUEST AN 2. LEAVE A I'RISER ABOVE THE 6ROl1ND LEVEL AT THE PROPERTY INSPECTION WHEN YOUR WORK 15 COMPLETED.(ONE BUSINESS Semi-specular anodized aluminum. T 1 m LINE NTH THE END CRIND, DAY ADVANCED NOTICE 15 REQUIRED) TYP I GAL I N LINE MATER VALVE INSTALLATION �./ 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND 2. 50MEONE MUST BE PRESENT ON THE DAY OF INSPECTION. Sockets: SUBMITTED AT TIME OF INSPECTION.MEASUREMENTS ARE TAKEN 3. IF REINSPECTION 15 NECESSARY,A 425,00 FEE MUST BE PAID NOT TO 5GALE Porcelain bli-pin GY 8 base with gold plated contacts d) FROM TWO(2)NEAREST CORNERS OF THE BUILDING TO THE END OF PRIOR TO THE REINSPECTION. N YOUR PIPE AT THE PROPERTY LINE.56;MCE LINE MEASUREMENT 4. LEAVE THE TRENCH OPEN.DO NOT BACKFILL THE TRENCH UNTIL and 250' C socket wires, FORMS ARE AVAILABLE AT THE NEW SERVICE DEPARTMENT. OUR INSPECTOR HAS APPROVED THE SERVICE LINE. �-- 4. THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FEET 5. IF THE SERVICE LINE INSPECTION PASSES,THE END OF THE PIPE a V_ = Lens: AWAY FROM ANY OBSTRUCTION SUCH A5 TREES,TELEPHONE POLES, BY THE CURB NH BE PAINTED BLUE.IF SERVICE INSPECTION W q) CATCH BASINS,OR DRIVEWAYS AND SHOULD BE AT A LOCATION FAILS,THE END OF TI-E SERVICE WILL BE PAINTED RED. Thick, tempered glass. Q `p APPROXIMATELY OPPOSITE THE POINT OF ENTRY INTO THE 6. PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M.IF YOUR O BUILDING, INSPECTION FAILS. Finish: W 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE 1. NO OTHER UTILITIES(E.6.6A5,ELECTRIC,GABLE TV,ETC) EXISTING to BUILDING SHALL BE BURIED IN THE WATER SERVICE TREW-A Our environmentally friendly polyester powder coatings I STY FR. BUILDING W LL b. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT METER SETS are formulated for high-durability and long-lasting color, USE: FARMSTAND [-•-1 X Z CLEARANCE FROM WATER SERVICE. AFTER ALL OF THE ABOVE HAS BEEN COMPLETED,GALL THE K'3^I and contains n0 VOC Or toxic heavy metals. 00 (TO BE REWORKED) M :) INSTALLATION OF SERVICES--EXISTING STREET STUBS SERVICE DEPARTMENT TO HAVE THE METER SET.WE MUST HAVE THE y 0.0 .0.0 ,0.0 . O I. INSTALL PIPE 4 1/2 FEET DEEP FROM THE HOUSE TO THE EXISTING HOUSE NUMBER BEFORE THE METER CAN BE SET. 0.0 .0.0 < L() STUB VAULT(TIE IN AT AUTHORITYS COPPER TAIL.J TAP LETTERS Replacement Lamps: 01 O.D ,o.o � 2. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE TAP LETTERS CAN BE REC>Zl1E5TED AFTER ALL FEES HAVE BEEN PAID, ,O.D .0.0 0.1 ,0.0 ,0.0 O LJ BUILDING. WATER SERVICE HAS BEEN ESTABLISHED AND THE METER HAS BEEN SPECIFICATIONS SET. (2) QUARTZ DUAL BULLET KIT 01 O.1 ,0.1 0o Q-- I. TYPE 'K"SOFT COPPER TUBING,MINIMUM SIZE I" INSIDE DIAMETER. NOTICE: IF INSTALLING SEPARATE HOT WATER HEATERS,SEPARATE MODEL No. QB2B •oO 0.1 1 ,o,l .0.1 .o.l .o.o (L/ Installatiorn: 0.1 ,o.l O.D O.o � EXPANSION TANKS SHOULD BE INSTALLED. MOUNTING HEIGHT = 8 ABV GRADE 0.2 ,0.2 0.1 ,0.0 2. CUSTOMERS vALVE= Twin 75w Flood Kit re-assembled on C103 late for ,o.0 0.00.1 SWITCHING SERVICE TO HOMEOWNER--THE BUILDER CAN BRING IN A p p 0.1 Al1 0.0 .0.0 l� N A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE ,0.2 - ,o.o � _ BUILDING 516NED APPLICATION CARD 516NED BY THE BUYER,BUT IT MUST BE easy insta:Iation. 0 0.1 ,0.1 •O1 0'I 0.0 3. PLASTIC PIPE SPECIFICATIONS: FILLED OUT COMPLETELY INCLUDING SOCIAL SECURITY NUMBER, ,0.0 0'0 0 02 ,0.2 0.1 00 ,0.0 0.0 ' m A. PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE DRIVER LICENSE ID NUMBER,CURRENT MAILING ADDRESS,AND O.I 0.1 03 0.1 ,0.1 0•I 0.0 ,0.0 `O WATER SYSTEMS CAN BE INSTALLED FROM THE BUILDING TO CONTACT PHONE NUMBER.IT 15 RECOMMENDED THAT THE BUMER Patents: 0.0 0.0 0� 0.2 ,0.2 � 1 ,o.0 0.0 .. ESTABLISH THE ACGOIINT AND GALL FOR A DISCONNECTION OF RAB sensor and fixture designs are protected under 00 .0.0 'OD 0.0 i ,Do 01 0.1 0.2 05 ,0.2 ,0.1 0.1 0.1 0 DO 00 .0.0 ,0.0 SERVIWITHIN 20'FROM THE PROPERTY LINE.THE LAST 20'TO THE g p ,0.0 ,0.0 02 ,0.1 B. PPROPERTY LINE IPE SHOULD BE UST B OW SOFT TO WITHSTAND WORKING 6 Hl�GEN�N6 THE BUYER ONE WEEK TO ESTABLISH SERVICE IN U.S. and Intternational Intellectual Property laws. 00 0.1 0.1 ,0.1 Al ,o.l o.l ,0.1 0.0 OJ 05 0.4 ,0.3 03 03 0.2 0.1 0.1 ,0.1 0.1 ,al ,0.0 ,0.0 0.0 PRESSURE OF 200 P.S.I.(WITH BURSTING PRESSURE RATED AT 0.2 0.2 ,0.1 0'1 .01 I ,D.D 0.0 0.2 03 Ob .0.4 .0.4 . 04 0.3 0.2 0.1 0.1 ,01 .00 0.0 0.0 LEAST TWICE THE WORKING PRESSURE) ,0.0 0.0 ,0.1 .0.1 ,0.1 b .0'T .0•b 2 Al '0.1 00 00 0.0 ,0.0 ,0.0 ,D.I 0.1 0.2 Al Al ,0.1 ,0.1 ,D.D 0.1 0.4 0 J.1 J.I D.T ,0.4 03 0 0.1 .0.1 .0.1 0.1 ,0.0 • ' ENG R: 1 03 ,0.2 0.1 .0.1 ,0.o Ob JD 3 .OT .0.4 0.2 0.l D.I .0.0 .0.0 pF NES ,D.o 0.1 0 ,0.2 . .1 ,0.2 5 J.6 J ,0.1 T; /- O.o O.2 ,0.2 ,o.l ,o.o 'z .0 4 .0.3 0.2 0.0 0 FP BG O 0� .0.3 Al 0.1 J.9 0.9 0.1 0.1 Q ) p 0.1 .0.1 ,0.2 0.1 ,0.0 .0. ,45 .25 .0.2 .0.1 �F �v ,0.0 ,03 ,0.2 0-1 ,0.1 .0.1 ,0.4 03 " RAB NOTES: .OD Al ,0.2 .05 0 4 0.4 .03 0 0.2 0.1 .0.1 ,0.1 .0.1 ,0.1 O A ,4.1 2.1 J.0 0.4 ,0.2 .0.1 .0.1 .D.I D.I 1 5TY IFR BLDG m � THE L16HT L05�5 FACTOR(LLF) IS A PRODUCT OF MANY .0.2 03 0'b i 04 0.3 0.2 + ,o.l PROPOSEv ly J'z O'T ,0.2 oI '0.1 O.1 U5E:GARAGE 36'MIN.LENGTH FENCE WOVEN WIRE FENCE(MIN o.1 0.6 )1 02 2X4 WOOD FRAME VARIABLES,ONLY LAMP LUMEN DEPREGIATION (LLD) HAS BEEN .0.6 •0.6 ' ,03 ,0.2 ' 15T STEEL BUILDING ,03 ' 0.0 0.0 " " POSTS DRIVEN MIN. Ib' 14 I/2 GAUGE W/MAX.b' ,0.4 +0.1 ,0.4 D 1 ,o.l O O c� INTO 6ROUND. MESH 5PAGING) APPLIED TO THE`. CALCULATED RESULTS UNLE55 OTHERWI5E NOTED. .0.b J.0 J.1 J.10.4 O.2 ,0.1 USE N.CHEESE MAKING .0.1 .0.1 00 0.0 O0 A90 3 93 � THE LLD 15 THE IRE5ULT(QUOTIENT) OF MEAN LUMENS/ INITIAL 25 a J3 0'T IN.FL. L @ 42 00 0.0 .0.0 F S oNP STAKE-� 10MAX.G. To c. LUMENS PER LAMP MANUFACTURER'S SPECIFICATIONS. JA *Oq 0.4 03 -� 4 2.5 r� 2 0.4 _ JEFFREY T. BUTLER, P.E. FABRIC�\ " ILLUMINATION VALUES SHOWN (IN FOOTCANDLES) ARE THE A .4,1 ,2.1 J•o \\\ w PREDICTED RE5ULT5 FOR PLANES OF CALCULATION EITHER ti HORIZONTAL VERTICAL OR INCLINED A5 DE516HATED IN THE J.z O.q ,0.2 � Q APPROVED Q CALCULATION 5U1MMARY. METER ORIENTATION 15 NORMAL TO THE B 03 PLANNING BOARD 0 p -_ _ v HEW14T OF PLANE OF CALCULATION. O EXISTING y I I -IIS _1 0 FILTER 15TY FR.BUILDING II II III II_ a = 16'MIN USE:SHEEP BARN TOWN OF SOUTHOLD � 0.� Z THE GALGULATIED RESULTS OF THI5 LIGHTING 51HJLATION (TO REMAIN) °v �k� y p �� �� y REPRESENTS AND ANTICIPATED PREDICTION OF SYSTEM FIN.FL.EL.=42.5' DATE N O y PERFORMANCE. ACTUAL MEASURED RESULTS MAY VARY FROM N Q (Y DROP INLET BURIED FABRIG THE ANTIGIPATED PERFORMANCE AND ARE SUBJECT TO MEANS O - U_ WITH GATE P�SPECTIVE�� AND METIH005 WHICH ARE BEYOND THE CONTROL OF RAB * n O W Z le O Q FRAME 36"MIN.FENCE POST�\ LI6FlTING, INC. ` ----- t� _I 01 Q LU m } �-cl �- WOVEN WIRE FENCE(MIN 14 I/2 GAUGE W/ N * MOUNTING HEIGHT DETERMINATION IS JOB SITE SPECIFIC,OUR Z MAX b'MESH SPACING)WITH FILTER CLOTH O LIGHTING 51MULArTI0N5 ASSUME A MOUNTING HEIGHT(INSERTION O �- Q N t- 3 POINT OF THE LUIMINAIRE SYMBOL) TO BE TAKEN AT THE TOP OF < z FLOW X THE SYMBOL FOR CEILING MOUNTED LUMINARIES AND AT THE v LL Q CL GATHER EXCESS AT UNDISTURBED GROUND BOTTOM OF THE SYMBOL FOR ALL OTHER LUMINAIRE MOUNTING In a- G RNER`� I I ( COMPACTED 501L CONFIGURATIONS. Z a Q O EMBED FILTER 0.0111 z " RAB L16HTIN6, INC. LUMINAIRE AND PRODUCT DE516N5 ARE PARTIAL PLAN - PROPOSED L I C HTI NC c� < Z o GONSTRUGTION SPEGIFIGATIONS A MIN.OF 6"IN GROUND. 4" PROTECTED UNDER U.S. AND INTERNATIONAL INTELLECTUAL 5GALE: I = 20'-0" ��' < - �[ SECTION VIEW PROPERTY LAWS. -1 O p r PATENTS ISSUED OR PENDING APPLY. THE LIGHTING ANALYSIS, EZ-LAYOUT, ENERGY ANALYSIS AND /OR VISUAL 51MULATION5("LIGHTING DESIGN") PROVIDED BY RAB LIGHTING, ING. ('RAB') x Z `O i REPRESENTS AND ANTICIPATED PREDICTION OF LIGHTING SYSTEM PERFORMANCE BASED UPON DE516N PARAMETERS AND INFORMATION PROVIDED BY I. FILTER FABRIC SHALL HAVE AN E05 OF 40-85. BURLAP MAY BE USED FOR SHORT OTHERS. THESE DE51GN PARAMETERS AND INFORMATION PROVIDED BY OTHERS HAVE NOT BEEN FIELD VERIFIED BY RAB AND THEREFORE ACTUAL Q X T N TERM APPLICATIONS. Luminalre Lo6atlion 5umma MEASURED RESULTS MAY VARY FROM THE ACTUAL FIELD CONDITIONS. RAB REGOMMEN05 THAT PE51GN PARAMETERS AND OTHER INFORMATION BE v I- d- I 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED GONSTRUGTION SPEGIFIGATIONS ry _ THEY WILL BE OVERLAPPED TO THE NEXT STAKE. FIELD VERIFIED THE REDUCE VARIATION. kj LL " I.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS,WITH WIRE TIES LumNo Ta (Q Label Mtg Ht Orient Tilt RAB NEITHER WARRANTEE5, EITHER IMPLIED OR STATED WITH REGARD TO ACTUAL MEASURED LIGHT LEVELS OR ENERGY CONSUMPTION LEVELS AS, O 3.STAKE MATERIALS WILL BE STANDARD 2 x 4 WOOD OR EQUIVALENT. METAL WITH A OR STAPLES.P05T5 SHALL BE STEEL EITHER"T'OR "U"TYPE OR HARDWOOD. I A (2) 062B 8 226.08 6O COMPARED TO TH05E ILLUSTRATED BY THE LIGHTING DESIGN. RAB NEITHER WARRANTEE5, EITHER IMPLIED OR STATED, NOR REPRESENTS THE: O O MINIMUM LENGTH OF 3 FEET. 2.FILTER CLOTH TO BE TO BE FASTENED 5EGURELY TO WOVEN WIRE APPROPRIATENESS COMPLE:TENE55 OR SUITABILITY OF THE LIGHTING DESIGN INTENT AS COMPLIANT WITH ANY APPLIGABLE REGULATORY CODE Z 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS 2 A (2) 062B 8 221.4x5 60 REQUIREMENTS WITH THE EXGEPTION OF TH05E 5PEGIFIGALLY STATED ON DRAWINGS CREATED AND SUBMITTED BY RAB. THE LIGHTING DESIGN 15 Z I�- INGHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF FENCE WITH TIES SPACED EVERY 24"AT TDP AND MID SECTION. AS ADVISORY DOCUMENTS FOR INFORMATIONAL PURPOSES AND 15 NOT INTENDED FOR CONSTRUCTION NOR AS, BEING � � Q WIRE ME5H BEHIND THE FILTER FABRIG FOR SUPPORT. FELE SHALL 13E WOVEN WIRE,12 1/2 GAUGE,b'MAXIMUM MESH OPENING. Total QUantl : 2 ISSUED, IN WHOLE OR IN PART, 5. FA13RIG SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- PART OF A PROJECT'S GON5TRUGTION DOGUMENT PACKAGE. SHALL BE SECURELY FASTENED TO THE 5TAKE5 AND FRAME. LAPPED BY 51X INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, b.A 2" x 4" WOOD FRAME SHALL BE GOMPLETED AROUND THE GRE5T OF THE FABRIC, MIRAFI IOOX,5TA51LINKA TKON,OR APPROVED EQUIVALENT. Luminaire 5dediule FOR OVER FLOW STABILITY. MAXIMUM DRAINAGE AREA I AGRE 4.PREFABRICATED UNITS SHALL BE 6EOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. Symbol Tag Qty Label Arrangement TI Lamp Lumens Lum. Lumens LLF Description Lum. Watts Arr. Watts Total Watts Filename 5.MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN P A( E : 'WL6E5"DEVELOP IN THE SILT FENGE. �' A 2 QB2B 2 ® a0° 1500 152 1.000 Quartz Dual Wead Bullet Kit - 15W 15 150 300 061 - L512065.IE5 �/ II- 6��- f�uFILTER FABRIC Imo_ U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE DROP INLET NATURAL RESOURCES CONSERVATION 5ERVIGE SILT Galculation 5umrma JEFFREY T. BUTLER, P.E. 15 NOT RESPONSIBLE FOR SAFETY X11 �;qqR 31 2016 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEH YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCEND SECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS. i NEW YORK STATE 501L 4 HATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE 501L a WATER CONSERVATION COMMITTEE Label Description GoI(T!pe Units Avg MaxMQX Min Avg/Min Mox/Min Pt5pcLr PtSpcTb THIS 15 NOT A RECOMMENDED LIGHT LAYOUT. IT IS A 4 GaIcPtS 51te Readin 5 Taken at D-0 AFG Illuminance FG 0.06 4.5 0.0 N.A. N.A. 5 5 DESIGN 80 12a APD sue sec SUB-SECTION RLD TOM LIGHTING SECTION Sit hc;;i ,,,, �� I Pi;.r'nir:n ��artl THESE DRAWINGS AND ACCOMPANYING 5PEOFIGATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUGTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL GONTAGT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF AGGEPTANGE OF THESE RESTRICTIONS.