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1000-69.-6-3
ACKERLY LANE SURVEY OF PROPERTY �y6 SITUATE SOUTHOLD TOWN OF SOUTHOLD s SUFFOLK COUNTY, NEW YORK ^� As• S.C. TAX No. 1000-69-06-03 a F Ao,, f�o 9�� S.C. TAX No. 1000- 69-06-04 SCALE 1 "=20' �fVO DECEMBER 2, 2011 JANUARY 6, 2012 ADDED SITE PLAN Vy DECEMBER 4, 2012 ADDED PROPOSED BUILDING " - SEPTEMBER 25, 2013 FINAL SURVEY °, W `U�•lA •[J�({;{ [. yd�RY S �P .y TOTAL AREA = 39,432 sq. ft. O� . . : ,` root' OD V 3 Y6, �".S•scnio 0.905 Do. �' A' 'Pr4 d� O^ 1� S2� O R' 7� ���p• o p,, v� CERTIFIED TO: 9 yy� Keith Von Eiff [/�{..T �yY 'p ' ' �'irn, •�� Mary Von Eiff r fi Platinum East Properties, LLC Fidelity National Title Insurance Company O RaaE OF WOOS APPROVED AS BUILT CWrprson— Iry 41s 3's-LU11k S\ke Oau 1s �cand�e� 6a 40- a= �• : . ' �,^� I�lan��1 't ug to tN)s- mke mi ncK changeS •6 ire 5� g o c��ae_ p6n ; 4 &es nc>4 replace- kl- �yo� V% 11Il�n`II'�]�aI^r�1 �S\V P1a0 kk& 3/5/1 �2 5/17/ V G - v. ; .4. . . Vim- cY lal O'Q asQL)u0s . o� pa(k rC0.U0 ` D 6SFr".� >J �J.'w . lj1 • /�Ine- (q) opev) �ywe(l (a.� 'Ib ` +.� 4 �6CO� OC1I_/O�1 ADA pd(hys 5+0.��5 41 \ 'r,+ ��BG '•a . ' ` 6yy d pa .a•. .. �, 0 ��.l�D ��) -F�AV10�\ St��n� 01 JS r/.SJ.\ \ �3 ,� .(y. : ( ... ' r �Yc(S ° � •q. 1 ) y41 i� BCQ'J Ii� `V+j\ �� YR4,T� •a - r QT'YAVG . .'.'. .,, , �y Alf y PREPARED IN ACCORDANCE WITH THE MINIMUM ,� �'•'� 'LGa .� :✓/ STPNDMDS FOR TITLE SURNW AS ESTABLISHED \ I// , BY THE LIALS. MO D worrtD OGT� y\,. \ • ° FOR SUCH USE �AIP14 TE LWD ^ 4 TTE ASSOC. Ur nI9ft SEPTIC SYSTEM TIE MEASUREMENTS d`iP� gyp,- a •' a• t �xi`' _ BUILDING BUILDING CORNER FA CORNERN SEPTIC TANK \ c•:�" 4 INLET COVER 29' 2B' SEPTIC TANK 31• 26• \ • N.Y.S. Lie No. 50467 OUTLET COVER ''a LEACHING POOL COVER 27' 46' 16 G • • UNAUINORIIED ALTERATION OR MDmON \ wp LAN : TO THIS SURVEY IS A VIOIATION OF Nathan Taft Corwin III LEACHING POOL 46• 38• a>• •n' `` SECTION 720E OF THE NEW YORK STATE COVER 2 •, i •�'J EDUCATON LAW. 1 COPIES OF THIS SURVEY W NOT BEARING Land Surveyor LEACHING POOL (T�1• THE LAND SURVEYOR'S INKED SEAL OR COVER 3 50' 20• •':A �/�V EMBOSSED SEAL SHALL NOT BE CONSIDERED ' TO BE A VALID TRUE COPY. CERTRGTIONS INGRAM HEREON SHALL RUN Successor T0: Stan ey J. Gakeea, Jr. L.S. n I • ONLY To THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno L.S. 19 PREPARED, AND ON HIS BEHALF TO THE • 0 � � TITLE COMPANY, GOVERNMENT& AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout (ENDING INSTITUTION LISTED HEREON, AND h'S I TO THE A IGNEES OF THE LENDING INSM- PHONE (631)727-2090 Fax (631)727-1727 t�' • TUTION. CERRHCATIONS ME NOT TRANSFERABLE. THE UISTENCE OF RIGHT OF WAYS OFFlCES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. JomeeporL New York 11947 Jamesport, New York 11947 N JiT�ILf� \ I, ii�ei q (O`I Np ryp �� :�Nl'�+° •Y° I ry N ry FINE GRADE '° I ALL CONCRETE CURBING, SIDEWALKS, AND DRAINAGE STRUCTURES SHALL CONFORM TO �A6�1 PLANNING BOARD STANDARD DETAILS AND 5PEGIFIGATION5. ^' 4N, ^i" Bur<STone BINDER COI 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 45 HOURS IN ADVANCE OF ALL A01 Epi..i 1 LANE CONSTRUCTION. iormf�TED BAse cO�9e y. Srone BLEND OR gwrHH®CONc„ 3. PRIOR TO EXCAVATION, THE TOWN ENGINEER'S OFFICE MUST BE CONTACTED AT LEAST 48 + d lx'• o 0 /�/i„�//�� ,� /� - �i. ��/ //�/��/�� ✓/' "�rr�G��--� jji��ij%" O; � i;,%i%v � /. HOURS IN ADVANCE TO SCHEDULE AFIELD INSPECTION OF THE EXCAVATED AREA. I°rtq W� 901E BASE /A��,���/j�i'%j�•%j>//A//./j� V`�;a V'.v\ Y �' NOTE: THE TEST HOLE INDICATES A THIN LAYER OF CLAY EXTENDING APPROXIMATELY 5' + "�1tiu g,r '�i%,1%%� jam.��i�ir -%%iti"�'�'�•• W BELOW GRADE. ALL STORM DRAIN LEACHING STRUCTURES MUST EXTEND AT LEAST b' BELOWt ,'I '10 .rocrav cvvxo PROPOSED UNIFOR I EXIST, EDP. WILL y GRADE AND THROUGH THE CLAY LAYER. sRAVFJ. ROADWAY PAVEMENT SECTION (MINIMUM THICKNESS) PROVIDE A UNIFORM INTERCONNECTION 3. LOCATION AND GRADES FOR CURBS AND WALKS TO BE VERIFIED WITH THE TOWN OF SOUTHOLD ,y ;2,'�9A' °wow PAVEMENT SECTION "V=TNIOKNE59 W/NEW CURB OUT THAT WILL NOT HIGHWAY DEPARTMENT, 5.O.D.PA, OR N.Y.S.D.O.T. PRIOR TO CONSTRUCTION. 517E v ('w 0 LOCATION 2. ASPHALT CONCRETE 2 I/2" INTERFERE WITH EXI9TIN6 STORM WATER 4. ALL TRAFFIC CONTROL DEVICES, Le. 51GNAL5, SIGNS, AND PAVEMENT MARKINGS SHALL BE oasre i oauRse• 51'13LVESTOM BINDER COURSE PINE GRADE FLOW ALONG THE GUTTER LINE. FNg6ONC. INSTALLED IN CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF UNIFORM �1 COMPACTED BASE COURSE CAMPAC7ED BASE MOH.0TE�, Ft TRAFFIC CONTROL DEVICES AND A5 DIRECTED BY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC "�:, a d t'EXI9TIN16 EI ram OR 6• 4" 'o s ADJACENT PROPERTY COURSE SAFETY. OTHER SUITABLE MATERIAU ( 'Pf' I°VIA 4N5,N;:`s}•PIS,"' 3L" STONE BLEND �� OR k l7 �r N�� PROPOSED ASPHALT O 5. CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL DEVICES, LAYOUT AND PINe GRADE SOIL aASE - CRUSHED CONCRETE 4 '%, DRIVEWAY INSTALLATION WORK SHALL NOTIFY THE TOWN OF SOUTHOLD DIVISION OF TRAFFIC SAFETY,4b ,�, rw;t • y�,l )1�'' O N/O/F HOURS IN ADVANCE OF BEGINNING SUCH WORK ALONG A TOWN ROAD. ' MLIND ARMINIO a b. STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION IN ACCORDANCE WITH BLUE5TONE TOWN HIGHWAY SPEGIPIGATION }' ��,` UA s NDAARMNIO , _ 4 4 '� / }T AA5HT0 REQUIREMENTS. �'�� °' � � ®C��F~ x,o 9 q° NO SmFacE WATERS WITHIN T. ANY SITE PLAN, ROADWAY IMPROVEMENT PLAN,AND TRAFFIC MITIGATION PLAN SHALL f� tK PARKING FIELD SEGTI ON ASPHALT ROADWAY tiZ= / 63/FF 300 FEET of PROPERTY LINE REFERENCE THE OTHER ON EACH AND ALL PLANS SUBMITTED AS PART OF THE TOTAL APPROVED 4� ,f $ P° > > NOT TO SCALE NOT TO SCALE yv' P �[ C.._,� O„' SITE PLAN APPLICATION. fNTERANCE BETWEEN EX. E.O.P. AND PROPERTY LINE �F' PROP WMPSTER LOG. ADJACENT PROPERTY l 6 7 d o ,y' SHALL BE CONSTRUCTED W/ASPHALT,USE TOWN O / LOGAT I ON MAP: _ 240 SEE DTL, SET 2 B o 6 0 8 a H16HWAY PAVING SPECIFICATIONS, THIS DWG. x ` „ ; UA OO O NOT TO SCALE . . ':A5PHALr coWRETe-rrPE a .. . a PROP. METAL LANDSCAPE o FNo NAIL N/o/F EDGING,O YP, PERIMETER OF o IN TREE ROSE SAHM 4 ASPNALT BASE COURSE PROP05ED 13EL6IAN BLOCK CURB I o R�HARD J. 5^HM PROPOSED SITE PLAN ?, �/ �; m .�.,,x..,� mr•rii�/7/ ALONG DRIVEWAY,SEE DNS NO.S / BLUESTONE PRK6 AREA) \ O O^/\0 NO F LE HATER NItt TIN / STONE BLEW BASE 95%OOI•PAOT10N(STANDARD PROCTOR) /j / ° O 3C0 FEET OF PROPERTY LINE SOUTHOLDT' `\ �\�/\\ ��tij='f /�� il�/\ �\\�/ : /'//v'\/•` CONTRACTOR TO ENSURE THAT EXISTING 36'ms Ex gyp / ry� TOWN OF SOUTHOLD HARDWOOD TREE REMAINS,AND 15 NOT JEOPARDIZED A r a0 OWN SUFFOLK COUNTY, NEW YORK BY THE CONSTRUCTION IN DRIVEWAY LOCATION - a� iRD wD '-max . �0 �o; IG T� G GGTM NO.: 1000-6406-03 AND 04 PAVEMENT SECTION (MINIMUM THICKNE55) � ���- / O N �• � 141 xHO $ CU ING DISTRICT: 'B' GENERAL BUSINESS ASPHALT CONCRETE I/2" : ,Qrx r'f�•a•,>\ x ' y`$'Wso� LIMIT Ar NEI9AI 154J�nDED 6 CURRENT USE VACANT HEARING, COURSE ,, P `$�, FEPROPOSED MA FLOOD ZONE N/A DU5TR AL SEE DWG No.5 FOR CURBING,METAL EDGING . '' ASPHALT CONCRETE 2 1/2" AND MISGELLANEq)5 DETAILS �]� r, ex Tam I TO 14� 3 rITE DATA: EXISTING: PROPOSED, BINDER COURSE "S' . �(/ "'T 11°'� y�I ING x,oeap�'� ->6'O� AREA OF SITE: 3Q,432 S.F. N.G. STONE BLEND BASE 4" Q '� r'r 'SZ . V AREA (0A05 AC) W SURFPLE WATERS WITHIN I •P/ ORATE ��pN 5D 0\ �� BUILDING AREA: DRIVEWAY/PARKIN 3�FEE OF PROPERTY LINE O °�O �5D / /ORATE \ / PROPOSED BLDG WA 2,880 S.F. y ry Q, Rp' x FNo FAR. WA OD15 (1.3%) PAVEMENT SEGTI ON PROP. METAL LANDSCAPE UA �'/ % /°p/ h�. 5� WNc.NON NOT TO 5GALE EDGING,C1YP, PERIMETER \� re z �5b'�% PROP, - y j,R1, A. � ' 1a.2 4,A ST 5- cY�'� I]••IPERVIOU5 SURFACE (DOES NOT INCLUDE BLUESTONE AREA) m / fmniE' ASPFIALT �P' y4' ,q UA EXISTING AREA: O.O S.F. (O.0%) V m OF BLUESTONE DRIVE) ® NP ,,p� ,,(0 / .1 PAVEMENT` ' ut ,7 Ex.29"m PROPOSED AREA: 6,112 S.F. (1550%) a •P' x HAD NO / PARKIN6 REQUIREMENT5: W CNN UA rtT '5D'( , PROP. 5D�\SL�VR�� 1'SR®ATE ) ll 0,0 / xlf e1• sF+ PROPOSED BUILDING SITE PLAN BASED CRATE LI6In BLUESTONE ��� '"jt�'N �`'—D C txs 1 5PH/500 F GROSS FLOOR AREA NATHAN TAFT GORW N L ON ORIONAL SURVEY III BY, O \ 9e �.e �. pb, /off, ! l Sod',5D� �, \ / -l� nRo^•o '� 2,580 W. FT. /500 FT/5P = P.O. BOX 16 Ho o 6 SPACES REOV JAMESPORT, NY I I94'1 W ZONING INFORMATION: s x o TEL, 631-'12'1-2090 (LI LL GENERAL BUSINESS 'B' /N PIROPD5ED 5 OcyR ewe b / Ex 3O m 14 SPACES PROVIDED DATE: 12-02-2011 )( Z LOT SIZE;30,000 S.F.MIN FNo BUILDING e0 ,.��?\``5P JA HALT I ® �' ?o, HRD WD 1 IIn^rp � o n• ^� INGLUDIN6 (2) HANDICAPPED 5F'AGE REV: OI-Ob-2QI2 EXISTING: 39,432 SF. (0.905 AG) �x corvc 2 u, F.FL.EL. = 12.94' NO PAVEMENT \ / �•_ \o rill SCALE: I"=20'-O" 1� lXl Q PROPOSED, N.G. /NON. x •x ' AREA = 2,8b0 S.F. " rJ H" 4 a Q p3\ !� 2 U a DATUM. NAVE) IQ88 � Q IJl I _ UA . , G�• OWNERS: Q d) LOT WIDTH; 150, MIN f ,y0�¢� s0 �G• KEITH AND MARY VONEIFF APPLICANT. LL EXI5TIN6i 161.19' ! 242b4' p 1�x >� l O P P05ED 'Fc' u °"'v O �' PLATINUM EAST PROPERTIES, LLG MORTON BUILDIN65 03 PROPOSED, N.G. p� PROP. HOL15E CONN. W/GLEANOUr, 'MI / O ~ ONE r"r 1i�0 Y1° 4 22355 COX LANE, UNIT NO.4 N u CUTCHOGUE, NY 11935 N N FOR NOTE5 AND INSTALLATION ��� �, 1 ARKING A / % O� 631-T34-4060 ffl LOT DEPTH; 150' MIN �• x EXISTING, 163.12' PROP. 1" RPZ LOCATED IN CLOSET �P�, �+ 5o Q'MT5 SEE DW6 No PROPOSED. N.G. OF FROP05ED BUILDING,DRAINAGEioAii/II\\\ \ PIPIN6 TO PENETRATE EXTERIOR WALL """YYYA`T� FRONT YARD SETBACK;23'MIN OF BLDG. SEE DWG NO.5 FOR DETAILS UA o SANITARY SYSTEM GALGULATIONS: (SEE FRONT YD SETBACK GALL.,THIS DW5) AND INSTALLATION REQUIREMENTS. i,1, r. c.o.�r EXISTING, N/A > �� ALLOWABLE FLOW (DENSITY), �ri• O T `h�� P. 1 /i� GROUNDWATER MANAGEMENT ZONE IV PROPOSED: 39.8' N/o/F !%-ry ` TP11%_ O O 1, / / ' x V �,M. ALLOWABLE FLOW FOR 517E = 600 GPD/ACRE E� SOUTHOLD PARK DISTRICT 5i �„ 'l '/ I\� ^ 1N �LP0 } : BM i `?' SITE AREA = 0905 AG E ' P OF NEIiyY REAR YARD SETBACK: 35' MIN y���L `vP �\�I l/� � \ � (600 GPD/AGREH0.905 AGRE5J = 543 GPD ALLOWED x,P 0v T QG O,p EXI5TIN6, WA `y9ry� = T PROPOSED: 65b' rc�, * 'h1�` 0 ExP� �F SIDE YARD SETBACK, 25' MIN /6 T "Y( 1. 0 1 EX" 3 / , HRD"�D PROP. METAL LANDSCAPE DESIGN CALCULATIONS: - NOTE, ?�3 ��/ �\� nLItt99. E061N5,(TYP,PERIMETER OF PROP BUILDING; '6EN. INDUSTRIAL' (0.04 GPO/S.F) THE T0. SOUTHOLD PLANNING BD HAS AGREED TO A 15, 11p, �r6F�' I \"ry\� / E� `1�L% HrDanNr BLUESTONE PRK6 AREA) 2BB0 S.F. X 0.04 GPD. = 1152 TRANSITIONAL BUFFER,THERE MUST BE AT LEAST 10' L � -I-LLT�,✓- _ BETWEEN A BLDG AND THE BEGINING OF A BUFFER - �L%/ :,rfi TL PROPOSED SAN FLOW = 1152 GPD N�a o� qg3 ?G `i' ' x O .,Y- /UA ,�\�5�P1� N05JRFPLE WATERS WITHIN NP PER T.O. SOUTHOLD PLN6 BD IN LETTER DATED PW" h,�� Soo FEET of PROPERTY LINE SEPTIC TANKS: LEACHING POOLS, SSIU 115.2 GPD X 2 = 230.4 CAL REO'D 1152 GPD / IS 6PD/5.F. _ Tbb 50.FT. EXI�IN6, 1N/A NO BJRFA6E WATERS WITHIN z� USE 1-510x4' E.D. = 1,200 GAL. USE (6) 10'@x2' E.D. = 300.0 SQ.FT JEFFREY T. MTLER, P.E. 3OO FEEr of PROPERTY LNE PROPOSED (MIN. REQ'D FOR COMMERCIAL SYS) (TYPICAL CLUSTERED DISPOSAL SYSTEM FOR PROPOSED 10'SETBACK FROM 15' BUFFER I" WATER SERVICE UA q U\Gj NOTE. MAINTAIN A 5% GRADE WITHIN 20'OF TEST HOLEAREAS WITH HIGH GROUNDWATER CONDITIONS)) p SIDE YARD 5ETBAGK GUMULATIVE, 50' MIN NO WELLS WITHIN I50 FT of _ x \ SEPTIC SYSTEM (EQUATES TO I' DROP IN BY: McDONALD CeO5GIENGE J PROPERTY LINE L ELEVATION OVER 20' LATERAL DISTANCE) BOX 1000 SOUTHOLD, N.Y. 119T1 O EXISTIN6, WA x' PROPOSED: 135.4' �' 631-765-36TI PROPOSED SANITARY SYSTEM DATE. MARCH 09, 2012 M V T y, TYPICAL GLUSTER DI5PO5AL SYSTEM ON Q LANDSCAPE AREA: 35% MIN (13bOL2 5F) fl— \\Il EL.a.e' CROUND LEVEL o' 'xt EXISTING: 39,432 S.F. (IOO2J MON o 3'% 1,200 GAL.SEPTIC TANK(b'mx5'H,4' E.D) AND 177E UNDERSIGNED,PURSUANT TO sOIT[77ULD TOWN CODE SECTION O LL m PROPOSED, 24,6T1 S.F. (62.6%) (6) 10'0x2' ED LEACHING POOL �; MIXED FlNC-5 AND SAND 100-254(I),ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN Z O 5� PROPOSED Q w m cl LOT COVERAGE: 30% MAX (II,B296 5.F) (ALL COVERS TO GRADE) APPROVAL SET FORTH IN THE RESOLUTION OF APPROVAL DATED v Z Z WATER METER �1J EXISTING: OD S.F. (O%) N � FOR DETAILS SEE DW6 NOS (j7/ .�/20f� ARE ACCEPTED(SEE CONDITIONS ON RESOLUTION). I V J Q � � y PROPOSED: 2,5&0 5.F. (13%) 20 10 O 20 40 b0 ` EL 6.5' 3.051 5RAPE (V z O ,5O" PROPOSED POINT OF PLEASE PRINT NAME --p — �i. . BLDG HEIGHT: 35 FT. /2 5TY5 MAX GRAPHIC SCALE = 20'-O° o�tB" �o2k\\, x CONNECTION TO WATER MAIN GREYISH BROWN CLAY(cH) J �7� L ._—_:/1 j m F EXISTING: WA lO \O EL 4E' 5'D 6RN F NEETO I / O a W = � Q' A O E SI N TITLE DATE V J REP.SAND(5P) APPROVED BY PROPOSED, Ib'/ I STY EL.-04' 10.2'BELOW GRADE TOWN OF SOUTHOLD PLANNING BOARD Q Q WATER IN PALE HANDICAPPED NO PARKIN6 BRN FINE To MEo C�^� _ ' ic A O N L 6EN PARKING SI6N ANYTIME EL.-T2' n.n BSAND OW GRADE Cl�'�4 6ac Lo/a�� W Q 1X Q Y N E D: CHAIRPERSON SIGNATURE DATE V) --i O Q In PROPERTY LINE NOTE:The approved site development plan shall be valid for a period of eighteen(18) 0 # � Q O 6ROIINDWATER ERICOUNTERED — RESERVED 02 BELOW GRADE Mathis from he dew a ofapproval as per code section 100-255. N DEMOLITION " " " " " " " ' " ' $' ADJACENT PROPERTY DISTANCE TO � t�J/ 5ANITARY 5EWER 55 DE516NATION STRUCTURE (FRNT YD) PARKING F�-I ) LL ' WATER SERVICE N ® 16, SHEET INDEX: ° o © EXISTIN6 WATER MAIN IN o z m 30, R 5-1 SITE PLAN STORM DRAIN — sD — 5D — AV6. FRONT YD 5EIBAGKS INAOIE OF AD 5-3 LIGHTING AND LANDSCAPJACENT 5-2 GRADING AND G7R DSGAIP PLAN Q PARCELS = 26-0" ��� E PLANS � 5-4 EROSION C.ONTRtOL PLAN O � [Xi FLOW ARROW 5-5 DETAILS V TOM OF 50111HOLD ZONIN6160DE: STORM DRAIN GRATE COVER ' ARTICLE XI;GENERAL BU51NF55(B) P15TRIGT P4-6 OCT 1 6 2012 /p\ SECTION 260-50;FRONT YARD SETBACKS PA/-• E : SEPTIC TANK O/ A. 5TRUOTURE5 SHALL IBE SET BACK AT LEAST 100 FEET (N.Y.S.D.O.TJ SCOPE OF WORK: LEAGHIN6 POOL O FROM THE RIGHT OFWAY. TYPICAL PARKIN6 DETAIL (SEE 517E PLAN FOR LOCATION)B. THERE SHALL BE ANI EXCEPTION TO SUB5ECTION 'A' IF NOT To SCALE HANDICAPPED I. BUILD PROPOSED SHOP. THE ADJACENT PARCELS ARE DEVELOPED, IN WHICH PARKIN6 516N 2. PROVIDE PROP05ED SANITARY WASTE EXISTIN6 GRADE x b.G CASE THE MINIMUM FRONT YARD 5ETBALK SHALL NOT TO SCALE SYSTEM, WATER SERVICE AND RPZ. 1 GALL THE AVERAGE OF THE SETBACKS OF THE 3. PROVIDE PROP05ED PARKING AREA TEST HOLE -01 FRONT YO SETBAGK GALL ADJACENT PARCELS. 4. PROVIDE LANDSCAPING, STORM DRAINAGE, FINISHED FLOOR ELEVATION F.FLEL. = SEE 5OUTHOL9 TOWN ZONING LODE ON RIGHT LIGHTING, FENCING, ETC. 500145 APPROVAL AREA. 56ALE: NTS of 5 N_ ry N ry LEGEND: STORM DRAINAGE GALGULATION: www.dlgnetnyUl.com �� m NOTES, VOLUME = AREA x RAINFALL x COEFFICIENT or0yacify or Y FLOW ARROW I. ELEVATIONS ARE REFERENCED TO N.A,V,D. 1°106 DATUM RAINFALL = 2"/HR. = 0.16-1' PROP. • wwe.callall.conn PROPERTY LINE GOEFFIGIENT OF ASPHALT = 1.0 ASPHALT' '' V �^ n� &�0 ^���n o a a(_/II (J (for other states) a STORM LEAGHIN(G POOL / COEFFICIENT OF BLUESROOF 1.0 = LO PROP. DEMOLITION ' ' ' ' 1 GOEFFIGIENT OF ROOF = LO 800-212-4480 611 ' BLUESTONE z H SANITARY SEWER ss SEPTIC TANK PROPOSED ASPHALT PAVEMENT = 5,252 5F z / \ 3,232 5.F. x 0.167' x 10 = 540 OF By law, excavators and contractors working in the For safety reasons, homeowners are strongly -N LEACHING POOL O - five boroughs of New Varc City end Nassau and encouraged to call as well when planning any WATER SERVICE \ PROP. 643 S.F. X PRKG AREA - 0,643 5F g WP g r 0,643 S.F. X 0.161' X .O = I/F43 OF Suffolk Counties on Long Island must contact type of digging on their property.Homeowners EXISTING WATER MAIN W EXISTING CONTOUR 5F DlgNet,1-800-272-4480 or 811,at least 4B hours can contact us directly at 1-000-272-4480 or by S PROP. ROOF AREA = 2,800 S 2,000 S.F. X 0.I61' % LO = 45I OF but no more than 10 working days(excluding calling 811,the national call before you dig STORM DRAIN — 5D — 5D — PROPOSED CONTOURweekends and legal holidays)pnorto beginning number.For excavation work completed on = TOTAL VOLUME, any mechanized digging or excavation work to personal property,it is Me contractor's EX19TINCP 6RA12E X 6.0 ensure underground line are marked. responsibility-NOT the humscwnse to contact It g g 540 OF + 1,445 OF + 46I OF = 2,464 OF Excavators and contractors can also submit DlgNet Having utility lines marked prior to `n PROPOSED GRADE TL VOLUME REQ'D = 2,464 G.F. locate requests online,through ITIC.If you do not digging Is tree of charge. yr USE. wnenlly use ITIC,please call 1-BOM24-7603 € (11) 12'00' DEEP LEAGHING POOLS for more Information. S 4 q 9 PROP TOP 4 BOTTOM OF CURB TOG 56.00 VOLUME PROVIDED = 2,123.16 OF �+ BOG 5650 r '� '� PROP. TOP OF COVER tx 65.2 N _N N N g5 O O PROP. TOP OF GRATE TEST HOLE FINISHED FLOOR ELEVATION F.FL.EL. ACKERLY LANE PROPOSED 5AWOUT® EXIST. E.O.P.WILL \pf IDE A CAST IRON FRAME AND COVER TO GRADE W/BNE UNIFORM W CURBCUTTHAT WILL ON INTERCONNECTION x / (GAMPBELL 1102 G OR APPROVED EQUAL INTERFERE WITH EXISTING STORM WATER ' FINAL GRADE FLOW ALONG THE GUTTER LINE, FNDtoNc, 12" MIN. MON.03F. Fr 6° THK GONG _ '�,srr, SEE DWG No.5 FOR CURBING,METAL EDGING COVER Q >L M � AND MISCELLANEOUS DETAILS PROPOSED ASPHALT ® ® 0' ° DRIVEWAY 3' MIN. ® � I� o p 3' MIN. Wo/F ® I = ® a ® ® ./ BOl,1025 aIs MLINP ARMINIO 4 WRAP 5TRUCTU2E9 ��1L LINDA ARMI NIO m 0 WITH FILTER FABRIC ti3 ?Sx.C` g2'-0' DIAM. NON-RATEABLE ENTERANCE BETWEEN EX. EA.P.AND PROPERTY LINE g �g f a loa5 PROP. PAVEMENT AND ROOF ( d) iv SOIL SHALL BE CONSTRUCTED W/ASPHALT,USE TOM lo, .y . . . . ,� .�.0' .. . BOG 10.45 m ORAI�GE3 EAGHIIN5�FOOLS j W GNP WTR HIGHWAY PAVING SPECIFICATIONS,THIS DWG. k / a ID.75 x. €RgiE T� PROP.METAL LANDSCAPE FRO NAIL N/O/F a ri -L CCOLLAR MATERIAL 6° MIN. BOG 1o25 ,,.qq./W O,Ob: �0 ROSE SAHM n w MIN.RATIOW PROPOSED BELGIAN BLOCK CUB ` ,� f = x EDGING,(TYP, PERIMETER OF �O m IN TREE/ / RICHARD J 5AHM �y — — — RATABLE 501L ALON6 DRIVEWAY, SEE DWG NO.S V . ',. ra 1Ii45 " BLUESTONE PRKG AREA) Q UFIDERLYIrd6 SAND AND GRAVEL STRATA CONTRACTOR TO ENSURE THAT EXI5TIN6 36 B Elko 6 !IIA ''•,yo 1 �2N `cb oky, 'C� 14 Z ' HARDWOOD TREE REMAINS,AND 15 NOT JEOPARDIZED INOTES.COLLAR DEPTH 15 NOT REGUIRB7 WHEN RATABLE MATERIAL EXISTS FOR FULL DEPTH. BY THE CONSTRUCTION OR DRIVEWAY LOCATION �yP x 2.LOUM MATERIAL SHALL BE CLEAN GRAVEL at BANK WM. 49 3.ALL DRAMA E IAL SIN LLB CLT BE WRAPPED WITH FILTER FABRIC. 4 / G� 123 \ +rPJ // / u�lr Ex1511NO VJ'JGrIED \ \ \ 0 W 1' �'' ) J¢1x \ ?ham �� // yk�A 1O NE1-IAIry 'p° L Q/ 03 STORM LEACHING POOL (5D) �/ roivE � � 1B P D a — S�3 1 � \ � ? � O " ' / o SCALE: N.T.S. x P KING AREA IL4T rr TOG � fi m O / \ 1 GATE./. . JO / \ �" 0 .. SD1 / ° l ll CRATE (. J SEPARATION DISTANCE ~ . el �ry^� \ ® PROP. METAL LANDSCAPE •_ �• gt T06 " FWD .MON r REQUIREMENTS FOR STORM-HATER EDGING,(TYP, PER!METER �� '° x ' E6 PROPr ' 2 �. , �h LEAGHING 5TRUGTURE5 AND PIPING: of BLUESTONE DR1vEJ SATE t ASPHur ©� �� 4` �° HORIZONTAL SEPARATION DISTANGE5 FOR STORM �1 :� T06 'PAVEMENT / ENGwEERr / M1 '. xD.l1 � 12D3 � . ; \ x� �x� Ex.24'm / DRAINAG LE�L5: PROPERTY LINE = 10 MINIMUM `�I\/r TOG �IU55 / �\ \ / BUILDIN(G5 WITH CELLAR = 10' MINIMUM �� iae" ' ° r 12p3 I IIbS, OF NEINY BUILDINGS ON SLAB = 10' MINIMUMxr �sv PROP. 5O-`) sLD aR `io \ 6k�ATE /f 4 P� u vTe WATER SERVICE LINE/LATTERALS/MAINS = 10' MINIMUM °\��2 / '6� ) BLUESTONE °' r / xV'1 / UNDERGROUND UTILITIES = 5' MINIMUM �� /�,\• a I\x TOG DRIVE (/ !¢ SANITARY LEACHING, POOLS = 20' MINIMUM 4" �/ �I •03 x w PUMP STATION = I MINIMUM / `39,q, T� �\ � ' \ \ IFo GREASE TRAP = 5' MINIMUM / . MANHOLE = 5' MINIMUM / x12N �6), a PROPOSED \�� I• D ILT6I/ 0 T06 \ X HP 30% �� O , 12 $I.D GVR PROP GRATE \ [x 3O+r PRIVATE WELLS = 50' MINIMUM FND BUILDING RETAINING WALLS = 1O' MINIMUM a xo COWL F.FL.EL, , 1 O S.F. '�" �0 P V�EMENF \ ilb9' \ 1230x N p�, ��•,a / (� O p oN MOR x xl2 AREA = 2,000 5. � � �. . JEFF € , P.E. FUEL 5TORACF TANKS (BELOW (GROUND) = 20' MINIMUM /low . . 2 Q' ' oe s� \ 5 / . ' HORIZONTAL SEPARATION D15TANGES FOR STORM / tGe Q DRAIM6E NON-LEAGHING STRICTURES °'� 112• / ryh0 PROPOSED sc\j, r ,K - nr?o / n w WATER SERVICE LINES/LATERALS/MAINS = 5' MINIMUM \0� 1224 1' O \ BLUESTONE 2Nx . ' � �. �'Y O Q UNDERGROUND UTILITIES = 5' MINIMUM ' ALP f PARKING AREA VERTICAL SEPARATION DISTANCES FOR STORM e \ j - . . DRAINAGE LINE-5� \ `b �Sr� 1J` �o, "1 OLP� L'. xlz T ?'�' z O O C� WATER SERVICE LINES = 10" MINIMUM f" T \ ' ® \ SANITARY WASTE LINES = 15" MINIMUM "l / Z ?- ,{��' tP 224 LP � f1� '. Qi y q 1 Goss\ 5i �� O \`2�F \y CW7 O m Q 3 N/O/F �I X. O O P 0 I x p X 5OUTHOLD PARK DISTRICT 49 IL 0 .. 1 / v`'/,' / ~ I < �- 9 \ \ l/ �� APPROVED BY LU �p I tX LL »P o Ex/3o'm J p/ PLANNING BOARD � IN � p � \ ExP l y / \RD coo PROP. METAL LANDSCAPE TOWN OF SOUTHOLD p 0 z Q LE as= EDGING, (TYP, PERIMETER OF Ca — Q O T EO 11�LF / rx,P N BLUESTONE PRKG AREA) DATE /O/a/�/�'0( Q �Ox O ry LP WIFEI4AINTAIN A 5% GRADE WITHIN 2O' OF C��V w # LL O Oi 1a SEPI 5Y' tM(EQUATES TO I' DROP IN LL LL fh CV ELEVATION OVER 20' LATERAL DISTANCE) rV Q UT Q PROPOSED x' f -/� 0 LL I" WATER 5ERVICE i ^y/. PROPOSED SANITARY SYSTEM �' a C/T J I—I to Q O COVERS TO GRADE, FOR SYSTEM z INFO SEE DWG Nor] W p �o FND GONG 0Cr ) 6 MON.GEN. /' xa Z(II�' PROPOSED J\ /� /\ J� I- J� '- II' WATER PROPO5ED POINT OF CRADINC AND DRAINAGE PLAN 2x CONNECTION TO WATER MAIN 20 10 O 20 90 60 80 100 GRAPHIC, 50ALE 1" of 5 I N GREENBRIAR® WALL SCONCE (various reflectors are protected byU.S.Patent No,6.464.370) calculation Summary S no CKERLY LANE HOUSING-The aluminum housing is SALLASTS/ELECTRICAL COMPONENTS FINISHES-Each fixture is finished with Label GalcType Units Avg Max Min AvgMin MPx/Mh Arc available in two sizes and Is a rectangular -Electrical components am factory- Me Du2Gdpe polyester powder coat GalcPte IlMnhance, Fe 0.2T 4,T OD N.A. N.A.N shape. All mounting hardware is mounted in housing and prewired with finishing process. The OuraGrlpiinish stainless steel oreleclro-zinc plated steel. voltage specific leads which extend out withstands extreme weatherq changes ij K P N the back of the unlNhrou h a rubber without emcklnA or peeling,and Is WALL MOUNT g u Lunlnaire Schedule o 0 up universal wall mounting plate easlly gTori This grommet prevents the guaranteed for five full years. Standard a mounts directly to a 4"octagonal or entry of insects,dust,and moisture Into colors Include bronze,black,platinum symbol aty Label ArOnt DescrlptlOn LLF Lumens/ Arr. Lure. ,Arr. PNGtto the fixture. The need to open the fixture plus,bun white,satin verde green, Lamp Lumens z "� Is sup lied to box, An EPDM en the to make wiring connections is eliminated metallic silver,and graphite. H+ Is supplied to be Installed between the mounting plate and junction box,sealing thus making Installation quick and easy. DECAL STRIPING offers optional color- 4 A 51NGLE GBWS-FT-42-GFL-F8, M.H. O.150 1600 1861 45 END LONG the function bar from entrance of wafer. UL listed HID components with high- coordinated decals in 9 standard colors to ' MON 03£ F+i The elvanizetl-steel unlvemat plate Power factor ballasts rated for-20°F ascent the llldura.Decals am inumentured s rOr'IG allows thefixtureto securely attach to the starting, Compact Fluorescent ballasts far live yeam against peeling,smoking, Mahtalned Footcandle levels at grade. w $ o A am Electronic Universal Voltage 12P Total Project Watts = 80 /, VYip P mounting plats to to th ( or istllnp, J design which Is locked Into lace with 277V 50160 Hz)or 347V(60 HZ),0°F a / � r P PHOTDMETRICdustre Plena visHour web site R` NAR IWo hax-head'6craws„Tlre,univereal starting, Compact Fluoresce)voltage at www.ltl•Inauetrlee.com for tlatallatl JEFPREY T. BUTLER, P,E, IS NOT RESPONSIBLE FOR SAFETY AND � f MARIDLIND ARMIwo a lets permits the fixture to he mounted with UE(Universal optionElectral laimingba en VA $ LINpA ARMw10 p available with on o Aonal claiming photometric data. SECURITY RISKS DUE TO INADECd1ATE LIGHT LEVELS. THIS 15 NOT /� F in the uplighting poall m Qisled far damp P h ballast A RECOMMENDED LIGHT LAYOUT. IT IS A DESIGN BASED UPON / 9 9° locations)or downlighting position(listed formultipletypesotcols and ouches THE 50ITHOLD TOWN CODE - ARTICLE XXXW-OUTDOOR LIGHTING /, '@3 R/ forwetlocations), building lighting controls and occupancy Q Q Q `' F PROP06EP SCREENING ON NORTHEAST sensors.Available battery back-up of BB O' 51DE OF PROPERTY AS SHOWN! DOOR FRAME-Thealuminum door lroma (32'alerting temperature)and CWee THIS IS NOT AN LSI RECOMMENDED LIGHT LAYOUT. LSI IS / (PLANTED ALONG ADJAGENT with Uwe stainless sleet th Captive fasteners ( g temperature)are 120 or 277 j D 0 agefo p ) NOT RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE / allows easy access Into the fixture. A voltage for U.S.applications for 26 watt � / RESIDEPRIAL PROPERTIES)SEE g TO INADEQUATE LIGHT LEVELS. UA PLANTING SUHEI2ULE,THIS DRAWING one place against gasket seals through 70 watt lamps. Consult factory cDNTRACTOR TO ENSURE THAT FXISTIN6 the door door swings eagalnd the housing. In pA The for available wattages and voltages for o 36'd HARDWOOD TREE REMAINS,AND 15 OO FIND WAIL P05E 5AHM a door swings open and Is held In place by use in Genada GREENBRIAR e s b NOT JEOPARDIZED BY THE CONSTRUCTION O O IN TREE RIOHARD J. 5AHM a retainer. — ORDRIVEWAYLOCATION 10 LENSIGASNEF-Rflatclearlemperedplass REFLECIDRSNISTFIIBUTIONPATTERNS OO O 40 lens,which Is seated to the door two -Forward Throw(FTM,FT)and Type 111 WALL SCONCE l +Ar /y O with EPDM gaskedng,Is standard. An (33)of actors are ashl able on small and IESNA FULL CUTOFF 0 EX 36N �, Ix optional polycarbonate lens Is available ( W)reflectors HRD WO rip , fir° cy9/ � on most Compact Fluorescent fixtures. are also available on small. All are high IC A ti(/ performance,full cut-off distribution as aP O N4P- SDCNEfS-HID lampholtlers are glazed defined by the IESNA(dowilight position ORy $ porcelain,medium hose for the small only). PhotamaVlc data Is tested In ACKERLY LANE . +' p LIMIT of REMAIN WIODDED 4__ fixture end mogul base for the medium accordance with IESNA guidelines.AREA TO REMAIN -b q ° fixture,4KV pulse rated. The Compact Fluorescent fixtures feature a one-piece °+ xmm i� LIGHT SOhermoplasticURCES socket (4 `� rlHow >6o°fi LIGNTSOURCES-Theal urea-Stan Metal ,NP ryo A// Halides with-Stan Me Pulse-Stan Metal / N Halide,Pulse-Skirt Metal Halide Reduced, c Metal Halide,Metal Halide, )O o\O Pres uire Sodium,and sin High single,double y �nr^�„ UA ( � ��,p j END or triple Compact Fluorescent lamps. END LONG LONG.MOH. Lamps supplied as standard-HID MOH.03'E. PROVIDE STREET TREES,PLANT '_' �� yV,p'� (clear,shipped Installed),and Compact Fluorescent(cooletl 4100N), -(}. APPROX. 30'O,L.(SEE ° P' �4� UA / PLANTING 5GH,THIS DNIG) .. Ex 91"C EMERGENCY OPERATION-A variety of o 0 RE WD Integral emergency options are available / o c ARI / to comply with Life Safety Codes which / e ,e e $ MLIND ARMINI a U (t) require ems along the LINDA ARMI NIO 'J UA O lBil .r ` , �" w1Ft° so building lEmergencyscan exit asafely.Inte 02 cry \ \ �r options Emergency Battery Back-up . options are available on Compact / o 0 0 o b o o e e �l/ ¢ BM Fx Ira Fluorescent units Emergency Quartz / e c ' ° e ° e ° / j� at lln . �. HFU coo options are offered on HID units Options / bb , e o , o , bb o a B , o , o / O for one or two 12 volt separate clmulgsJ, a . b °. a a b O O b b O O O b b .A/ Ex,30"a for use with v to le watt both Compact I o o b e e o b b o e b O Qj ESA Fj44 m END I�, ^� lamp(5)are awllable on both Compact o o e ti ° o o , o , o e a e , Pa a °b e , e 00, IN T NAIL RICRHARD JHSAHM F+y W LQNL 'RD WD f oo ^ ,� O O O b b b b o`b O b b O b b N TREE LU V Fluorescent and HID units. g O b O b O b b O b MOH. \ /� CO O �( Z O C O O E. b O O O O b O O p b O ° O' b D O y� UA b O O b O O O b G O b b O b % m,,� / O b b jAJ O S O b V -J b b e o b c � 4 Ifl b b b O b b. 'My two coo w, bee e ° sae 'o ea , bb . bb• e o , o , e . e , o o c , o O y p b e e e e C b e e e b e e e e b e b e b(( ,(L��•/�� '(C/' e ee eeOO ee eee O eee e esO e eee eee e ee e ee e eeb ebb °se oea ee eO e bQe b'e,be eb b be ee ee eC be Oe eO Pe ee ee ee "Opp e(1 rpe e b ge ee bee ee eeo e bee eo eee ee eee ee beo epb eOe e Cee e e e e e e e e p e b e e e e e e e,b e e e O A e e e b b eb 4 b e AA O-Jt, \T� A"/l�!�� V P// O b O ON/O/F e e e e e e e e e e e e e SOUTHOLD PARK DISTRICT J 1 'y /y A b e ° b a a a a b• °• e b• ° ebbebbbb be bebbbebG ebebe be bebb ° b ° e b' ° O e ^ O b e b 11 N / e e e O e e b b e e e °b b b e e e ENGINEER, '✓ i/ \C •� tp c e _ p p b' a v'—b--e. °. 0• jr q p GONG,MON. FX 30"al �OF�`1`iP� FPL)-5 II4q ' % a °Weu ee Oe ee.'eO ec ee'eee ee ee ee•e ee be bOp bb'Gb''bbb °be9 bee Ob �b/�p Gb pb bap'be�eO e4e e eee es•sOeea be eeoO eb eeeb Ob ceee ee oeeb e °eee ab gbee e ebee b bbee ee eeee e e e oleei e eae e° s g Q �9 DRAI)T ° rp , se l+ Er UA 'l bbaee aeee b b e O e e e C O e e e e e e O e eO 4A e ab e � qy�",./N"i/. #. � P'TAlY\y„-iT'„_,✓IQ'-_d T (Y� W , e e e -e e e e e e OUA $ID \^ PROVIDE STREET TRffS a ° oB :e a Pi e b e e e e e J/� PLANT ESTREET APPROX.30'E,G. e o ° s N �' (A�I E, E' b = ° °b P b e c a c a o b.p 'b'pie o o e bb b b e o °, JEFFREY T. SUTLER, P.E. �-r (SEE PLANI SCH,THIS DWG) FND o o ° @ c ~ T I�, _- N *' b b e- b h b O b\ o e o o b a e B' b Q ^� COWS, e e °` 'O� b 'r' + C ' ° + a b b e b b O b b e bb\ e e O e b b e e MA ED61N6 MOH' b e P C n O b b b b b b p b li e e e e e e e e ,l \O 5HRUB BED END LDNL, / ` b o b ° ° _ ~ 6 a o e O 4 e b b e b ° O b e e b O e e O O s e e ° b o a � e e e e e e o h �" w SEEDED ' MON,0.3'N. + G °. a 1 fV� e ° AA e b e e e e e, e e � b e e e TaP- LP�NDSG!-�PNC PARTIAL PLAN . � . e e . e . e e e b s� e e e 501E ' TOP 00� b e b e o b b e b $ b e b e ° o b e b b °s'e' ° ebe lD Q SOIL , OA e°, e e b O e e o' e e e e b \ O z /O� ^ � e' ° b Pi b ° b' ° O a e b e e O e b ( M1 40 ^ z Z y r ^Yr 20 10 O 20 40 50 b0 100 /3 I` O. c a p e b o e O e e e e °b c e °}TJ rF�r/- 4! CD 9� A ` \� GRAPHIC 5GALE I" 20'-O" . p a - q F- $ m H- Z \� \ r" +• # e O O ° e e e e e o e e b } y / PLANTING BED `� �� �, `n1j�N _ u °. s b b e 4, ° PROP.GREENBRIAR WALL %OWEb ° b �O �+� O 1 O 5HRL 5 N 4Tp��I` — C G N G ° a a b o b o ° °. 6BW5-FT-42-GFL-F IN V 0 L N/olF /S'/ '✓,`rrr,,�V�F//^ * G g' a p ° o ° g° e b ° e ° g ° MOUNTED V ABOVE GRADE e b ti _J < 5OUTHOLP PARK DISTRICT �lR 1.l K' 5 ! p w e °. ,(TYP of 4)' b APPROVED BY O Q IRRIGATION NOTE: %V s e e e C b e b b b I AND5GAPE 56HEDULE a N' e o e e e e e e . n s e e °° e e e o e e e e e e e e e PLANNING BOARD ALL LAN05GAPE AREAS ARE TO HAVE g c e e e ° °' c e °° ° b b r Z Q b °' °. ° b b b 'b b h - 2) PIECES OF REINFORCED AUTOMATIC IRRIGATION SYSTEMS 1_ S�-f\'[ BOTANICAL NAME COMMON NAME $�E /6 T-' ro o e °, a o o e o e b e b o INSTALLED AND MAINTAINED `fib a a a a a ' ° e ° e ° e ° o ° TOWN OF SOUTHOLD �b z� �Z F4 F o OIL N ( RUBBER HOSE 4 DEL. STRAND STREET TREE'', �, 3 z( o o b b o b b o 0 o e e c b b ,/ O J J/ ?, e e b b e e b b g b e b b O b' '/TLTm Q I� O I 012 WIRE, TWI5TED. UA 9 ULMU5 AMERICANA LIBERTY ELM 2"-3" CALIPER 00// �T 9 o o , o , o a o c , o , o , o . o . o . c . c e e POLE u44 \ DATE �Q /�* �a 0 ( # O CEDAR STAKE b'-O" I e , e b o , o 0 0 o e o e e e Q� lll�S LONG 2" TO 2 3/4" DIA. WRAPPING (BURLAP SPEGIFIGATIONS FV RGR N TREE F` , = a ^� �� ILL O b o o a o ab a o a o e o e c o s a c `7^-" m OR KRAFT PAPER FOR TREE PLANTING �' ? e b g b a b a s e e b e e b 12" PINE TO WRAP) TON 15 THUJA OCCIDENTALI5 DARK AMERICAN 6' MIN. e e e b b e o o a o o OCT j (; ,_jll� rU � LL N O TJORA' ARBORVITAE e e e o 0 o c e ° e yy O I. TREES SHALL R OF UNDER NURSERY STOCK OF AN APPROVED a °. a P 2 � liT LL SPECIES,GROWN UNDER THE SAME CLIMATIC CONDITIONS A5 e a e a e , o a o a o o e e //}' v (MULCH) IF NO Ig THE PARTICULAR SITE. THEY SHALL BE OF SYMMETRICAL TP 4 TH)JA PLICATA GREAT WESTERN 6' MIN. ° ° ° a ° a ° a ° BA5ED ON THE INFORMATION PROVIDED,Afk' DIMEN51ON5 AD WMINAIRE LOCATIONS SHOWN REPRE5ENT z W GROUND GOVER GROWTH,FREE OF INSECT REST AND 015EA5E,SUITABLE RED CEDAR 3" CALIPER (MIN) FOR STREET TREE USE. ° c ° e ° c ° p ° b �`A RECOMMENDED POSITIONS, THE EN51NEER AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE m r- 2.THE AVERAGE TRUNK DIAMETER MEASURED AT A HEIGHT OF SIX ,J CATGUT TO EXISTING OR FUTURE FIELD CONDITIONS, r I•r O Q TEMPORARY INCHES OF THREE THE 3)II'JiED GROUND LEVEL SHALL BE A e e n�i�Y THI5 LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN SAUCER —\_ FINAL GRADE LMINIMUMANT OF THREE B)POE I DEER RE515TFANT 5GREENIN� be .T UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INOIISTRY STANDARD LAMP RATINGS IN ALLOROANCE 1� O 3. ALL PLANTING SHALL BE DONE IN FOLLOWING 1 WITH GOOD To BE HORTICULTURAL H RTICUL UR THE FOLLOWING N615 DECLARED WITH ILLUMINATING ENGINEERING SOCIETY APPROVED ATION IN EC RIC PERFORMANCE LE A.M. \\ TO BE E000 HORTICULTURAL FRALPGE, IG 8 ILEX CRENATA JAPANESE HOLLY 6'-T' MIN MANUFACTURERS WMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE,TOLERANCE IN LAMPS R41 `—SOD ON (I) THE TRJ K SHALL BE WRAPPED H/BURLAP OR KRAFT END EON,'. AND OTHER VARIABLE FIELD LONDITION5 CALCULATIONS DO NOT INCLUDE OBSTRUCTIONS 51KH A5 t--T A t--- - PAPER TREE WRAP a THE TREES BE 5TAKED K17H TWO(2) ENDMOK 03N. BIILDINS5,CURBS,LAND5GAPING,OR ANY OTHER ARCHITECTURAL ELEMENTS UNLE55 NOTED. 1I--�/Ll\ C B" TOP501L CEDAR POLES SECURED TO THE TREE BY MEANS EVE G EEN H _KEEN RUB (2)ALL TREES SHALL BE TRANSPLANTED BALLED AND ' B 4 B WHERE B'URLAPPED,AND THE BALL 13M 115 LINI FT 19U)0)5 MIGROPHYLLA KOREAN LITTLELEAF 15" TO 16' SPREAD /� �J I /�' /'� SPECIFIED 5HALL BE AT LEAST TV AND ONE HALF(2 112)FEET IN BOXWOOD /'� PARTIAL L I �/HT I NG PLAN - DIAMETER. - J B)ALL TREE PITS SHALL BE BAGKFILLED WITH TOP501L, A TOPSOIL 4, ALL TREES LISTED UNDER(I)HEREOF SHALL BE BRANCHED �'1 TP Q TON (D IG ` BM O OA 20 10 O 20 40 60 HO _ NOT LOWER THAN SIX(6)FEET-WITH AN AVERAGE HEIGHT BAGKFILL OF IO TO 12 FEET WITH A MINIMUM SPREAD OF TOP OF 4 UA OA�e A° ` \\, TREE PLANTING DETAIL FEET, C2 O IOC GRAPHIC SCALE I' 20'-O" SCALE, NT5 Of 5 i r, r ry R ry LINE / 5YM50L LEGEND �7�L' > m ACKERLY LANE LEACHING POOL WITH OPEN GRATE \®\ / P LEACHING POOL WITH CLOSED COVER ( 0 (CA5T IRON TO GRADE) \ / MID GONG. MON O3'E. EXPAN51ON POOL (FUTURE) (� woUF SEPTIC TANK Io PROPOSED STABILIZED !�•' /`Sy LINDA ARMINIO ' CON5TR11CTION ENTRANCE ' (SEE DETAIL,THISDWG) LIMITS OF CLEARING, GRADING f , PROPOSED SILT FENCE AND STRAW BALE BARRIER, INSTALL AND GROUND DISTURBANCE: ALONG PROPERTY LINE As SHOWN (SEE DETAILS 15 DNS!) FND NAIL IN TRIT R05E 05AHM ! o 32,740 SQ.FT. (0.7517 AC) ". RI°BARD sAMM \ ^O� 70' MIN. STONE PAVEMENT 2' PAVSTINO EMENT e \ � h( �J Ex1snNG S,i / IS GROUND - fi \ � y��.,\ y1xS.�o F CLOTH `DID MOUNTABLE BERM ILTER w¢' O I�OEILE (OPTIONAL) O0/ (C4 10, MIN. O PROPOSED SILT FENCE AND STRAW BALE BARRIER, INSTALL ~ 4)ry/\� ® FND AGK ALONG PROPERTY LINE A5 SHOWN ,_ p V~� GONc MON WASHR KA5H(OPTI AI p (I DETAILS,THI5 DWG) \� / ^.� 10' MIN: ' EXISTING EXISTING /\ Y �p .66AR5E • '' . v v PAVEMENT �i wrROP05Ep STORM GROUND \//\\/j Z. :' A66RE6ATE ,, ! 9 ` ' r mrla • pRAINA4E \\//\\y� W v v v 'v v •c 'v ,'v o CLI' \z •. � / v �077 m DRAI E12IMNEN ETRAPPING — ®TO IcD / Lu L�L DEVICE SEE NOTE 8 �� FIND �a'� 60 �' / ��O^. ^"), X Z copc. SSss,, � I. STONE SIZE - USE 2" STONE, OR RECYCLED CONCRETE EQUIVALENT / 7— MON. .: \ 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD G APPLY) \ . . `J' O 12 ctiJ 3. THICKNESS - NOT LE55 THAN b". ' 4. WIDTH - 1* MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. Q 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6, SURFACE WATER - ALL SURFACE HATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANGE5 SHALL BE PIPED � � oy, N NO BERM WITH 5,1 SLOPES WL L BE PERMITTED. < — P 6 15 IMPRACTICAL, A MOUNTABLE THE ENTRANCE IF PI INI ACROSS "� 1'() 1. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF �FjS o, e'� SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC r e, WHEN WASHING 15 REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH STONE AND DRAINS INTO AN APPROVED A�,PROPERTY ED SILT PENCE, AND 0 w !Q' J RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. ,wll�y FW SEDIMENT TRAPPING DEVICE. TRAN51TIONAL BUFFER AREA A5 N fO I 9. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 5HOWN(SEE DETAIL, THI5 VINCI 5 Lo,P�hR/J r! STABILIZED GON5TRUGTI0N ENTRANCE SOUTHOLD PARK DISTRICT \ / ENGINEER: NOT TO SCALE .:� ,L pF NEw /63 T, X$ �T . \ / � a�Y BGr o9 pp unuTr � `� e`-• F PTEEL(OR WOOD EXTRA STRENGTH FILTER FABRIC 2" X 2" STAKES REGIV. WITHOUT WIRE MESH SUPPORT BUILDING WIRE �-�- (THO PER BALE) 10' MAX. O.G. 5PAGING OR TWINE PROPOSED :: ya PROPOSED SILT FENCE AND W/ r T. WIRE SUPPORT FENCE -�` '- STRAW BALES I" WATER SERVICE STRAW BALE BARRIER, INSTALL JEEFRE Or BUTLER, F.F. '\�b' MAX, O.C. 5PAGING ALONG PROPERTY LINE A5 SHOWN I P}�• (SEE DETAILS,THI5 DWG) Q W/O WIRE SUPPORT FENCE �L FNOCONG. EROSION CONTROL PARTIAL PLAN 7 .' nov COMPACTED I MON.05N w: •, �� \S��_ FILL PROPOSED z O O fI� • \c` _ � GRADE ,, I" b WATER METER 1 Zo to 0 20 no o 80 loo I-a Z LU \\\ a I" = 20'_0" �y p W ;, '\ \ •\ \\ •• ATTACH FILTER FABRIC, SECURELY �. '" I I r - k"fjO PROPOSED POINT OF O —1 Q O z > TO UPSTREAM SIDE OF P05T j\ /v\ �� � A. \� CONNECTION TO WATER MAIN (oLu (((K O O 36" HIGH POLE (MAX) a J O Q Q STEEL OR WOOD POST TRENCH D IS SECTION of APPROVED BY �� O O N FLOW � HAY BALES MAY BALES LEAPOOL ,7y J V O Ul 5I BOTTOM OFI PLANNING BOARD O J u. IDRAWAGE SCALE u 2"x2" STAKES (L LL O O IIl (TWO EACH BALE) TOWN OF SOUTHOLD Z � j O m d� FLOW O N ry O z/// //\/\/\\ FLOW GRADE COMPACTED DATE /D O�{XF � u- .. /\\/\ +;.`:�\/\\' % \/ %\%/\/ BAGKFILLED O Z %\/\ i\\/\� \ \/ /\/ /i 3/4" MIN. DRAINAGE BAGKFILL '!:'.- . \/ \/\/\\ PLAN 3 _ INLET _ 0 C: � Q z W // //C ry \ DRAIN ROCK Cp ,,, \\�\ BALES TO BE SET IN pF �t � 9V �y z 0'] ~ LJ /\ /�\\i 4" X 6" TRENCH \\ STAKES TIONI.(TYPJ, 4" TRENCH. SEE SECTION. O Q /�\, W/ COMPACTED //� SEE SEGTIONI. BAGKFILL ✓/ �/• II 'J(�„ 'T 0� J� O Q TRENCH DETAIL IN�TAI CATION WITHOUT TRF—NCHINQ G D NOTES III �� 'll ill II II II III II II III III 111 n 1 n lu ° I BALES TO BE SET PAGE : SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. u n u 11 II II a II ° IN 4" TRENCH INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. ELEVATION OCT6 ZUIZ 4REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-SITE TRANSPORT. SII T FENCE DETAIL STRAW BALE BARRIER STRAW BALE BARRIER ® LEACHING POOL NOT TO SCALE NOT TO 5GALE NOT TO 5GALE of S I . ry 3/4" 4000 PSI CONCRETE ry x -X -x -x -x -x �I T AT le,DAYS ON VIRGIN CURB DEPRE55ED AT Y rcS UND15TMBED 501L DRIVEWAYS 1 V2"MAX. 6" TIIK TRAFFIC BEARING 6' CHAIN LINK ABOVE FLOW LINE PROPOSED GONG COVERS TO GRADE (TYPICAL) % FENCE tN/GREEN % PRIVACY SLATS ►t a BUILDING_ FLOW LINE MAINTAIN 5% MAX.SLOPE FROM EDGE OF SANITARY � x % ' SYSTEM OUT 20' IN EACH DIRECTION `� FIN.FL. TYPICAL b POOL CLUSTERED A x IOkIP� FOR RETE x ByIIgE,pg F[�OmH� __-___-_-_ EL=12.94 DISPOSAL SYSTEM 6"THK COW, H Q x DUMPSTER I G.I.COVER G.I.COVER ;D L.I.GVR EL=11.T& .1.GVR EL=122.=' TRAFFIC,BEARIN5 $ ° FRONT VIEW GRADE 8. 1226' 2 ^� E -12.0' FINAL GRADE ONE COVER s - - 4" DIA PVC PIPE TD.S.: 7.0.5.: 8 _ 11.12' 11.12'CHAIN LINK LINK FENCE x x "MIN x W/GREEN TOPSOIL AND SEED TO IE:10.46' _ 4" DIA. PVC PIPE qq Q PRIVACY SLATS I I RDA SEE NOTE e2 LP 4 1025" 021' DISTRI ON LP o 'o b ( � IE:10.21' 29' aYe" /L.F. = U OF 4) x x - GRANITE .LMBO BELGIAN Coqr: 4" HOUSE TRAP, 3b3 = 030 IE.=9.4'I' � I� ® , 3' MIN.BLOCK INSTALLED ON ETD TOOL C EDGE tt3 a 12, OA.E.W. , \ \ \ SEE HOUSE GONN.NOTES 1200 CAL BLUE5iOFE 5U3FACE 3' MIN � �r��^• b SEPTIC TANK v \ \ TE5THOLE, GROUNDWATER END If EL.-0.4' 4'MIN I EL T.4T' BOT OF TANK = 16.02' BOT OF PAL - T 4T' 1 _/ \ / � U5Ff DATA HELL No.SIbl60,1 ' ': • �. � ry MOUNT 2" SAND BAND i IMBED HIGHEST RECORDED GROUNDWATER: 5.0' 3'GLEAN SAND [ IO Cr DIA SEE PLAN c U' ry + + 4 ' SECTION b36'(NGVD29) = 5.46, (NAND 1966) DOLLAR ---,-.�. R FENCE EDGE 2-05 TOP t DATUM HAVE? II USED FOR THE PURPOSES OF TH15 DIAGRAM BEAM TO EXTEND -O BOT. CONT. 10, MIN. BELOW WM3 TIES a FIN. GRADE 24'1 QC. 10'-0' P r• a , SECTION A PLAN VIEW 2" PROPOSED SEPTIC RISER DIAGRAM A� NOT TO SCALE www.dlgnetnycll.com DUMPS Ir ERS ENGL05URE JUMBO BELGIAN BLOCK PER 5.O.1)H.S. STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR 5EWA6E SYSTEMS ���77 Not uPaYORK ify or SCALE: N.T.5. p� /� FOR OTHER THAN SINGLE-FAMILY RE510ENGES:DATED: JULY 15, 2005 $ XNG 15AP WWW.ca11e11.com CURB DETAIL ✓ I (for other states) NOT TO SCALE 800-212-44(50 611 BORDER GONGEPTS, INC. BORDER KING By low,excavators and contractors working In the For safety reasons,homeowners are strongly 5TEEL LAND5GAPE EDGING I/4" X 5" W/ five boroughs of New York City and Nassau and encouraged to call as well when planning any 15" LONG STANDARD 5TAKE5 Suffolk Counties on Long Island must contact type of digging on their property.Homeowners CONTRACTOR TO INSTALL EDGING PER DIBNI 1-800-2724480 or 611,at least 48 hours can contact us directly at4.800.272�4B0 or by MANUFACTURERS REGOMMENDATION5 but no more then 10 working days(excluding calling 811,the national call before you dig weekends and legal holidays)prior to beginning number. For excavation work completed on FINISHED GRADE, PLANT BED, any mechanized digging or excavation work to personal property,It is the contmolurs PAGKFLOW PRIMNTER I115TALLATION NOTE: DEVICE COMPANY MODEL No. SIZE USE LAWN,OR GROUND GOVER ensure underground line am marked. responsibility-NOT the homeowner*-to contact PROPOSED BLUESTONE x ors and contractors can also submit DI NeL Having START-UP AT INITIAL INSTALLATION AND AFTER SERVICING: RPZ WICKING Q-ISXL LO" DOMESTIC WATER c4nj1. g g uNlry lines marked prior to fO THE DOWN STREAM SHUT-OFF SHOULD BE CLOSED. SLOWLY OPEN UPSTREAM PARKING/DRIVE `' `' TOP501L I e requests online,through ITIC. If you do not digging is see of charge. N) 5HUT-OPF AND ALLOW THE BAGKFLOW PREVENTER TO FILL SLOWLY. BLEED AIR AT = - =1=L-III- =1 - - - - - - currently use ITIC,please call 1-8005247803 a EACH TEST GOOK. WHEN BAGKFLOW PREVENTER 15 FILLED, SLOWLY OPEN THE for mom intormedon. -L=ll1=ll - ICI-III=1I ll =ll =ll=ll=ll=II-1=1 DOWNSTREAM SHUT-OFF AND FILL THE WATER SUPPLY SYSTEM. THIS IS NECESSARY =11I=III=11I=1 =1I1=1 =1=1=L-�= -III=1 r TO AVOID DISLODGING "O" RINGS OR CAUSING DAMAGE TO INTERNAL COMPONENTS. 15" STEEL STAKE I IT- - - - SEPARATION D15TANGE REQ'MT5 FOR 5ANITARY 5EPTIG TANKS a aL = `Lj Ill=U III-L=I1u-I -11=1�,=Jf1=�f-f1=f�=L- MIN HORIZONTAL SEPARATION DISTANCES: m BORDER CONCEPTS, ING, A. BUILDING W/ CELLAR = - K. U/6 UTILITIES = 5'-0" Q =1=llJ,= j-lf�=fJj=fL=)I = CHARLOTTE, NG 0" O" _ TO FACILITY 1= =ll1=1=III=1 1=III=L=f1=f) =f.1=lJj=lf�=fJj=1z -b00-845-3343 B. BUILDING ON SLAB = 5'-0° L. STORM DRAINS = 20'-0" A '• ifLi III=I�=J�=fL=fJ =)I =JJf=f)I=J I I=jJf-llf-Iff-fL=)- G. WATER LINES = 10'-O" M. CATCH BASINS = 5'-0" 44 n n n n n i, U u n u ;ii iii n 1-T04-541-5b10 (FAX) D SURFACE HATER (WETLANDS) = 75--0" (NON-LEACHING) L X Z ILL 5TEEL EDGING FOR F. PUBLIC WELL = 200'-O" N. SAN. L.P. E 6'-0" C G. PRIVATE WELL = 100'-O" P. PROP. LINES = 5'-O" m Z H. RET. WALL (WTRPROOF) = 10'-0' 0. TO. SLOPE = 25'-0' J. U/G FUEL TANKS = 20'-0" R. BLUFF = 65'-0" z BLUESTONE LAWN PARTITION BUILDING WALL ry p NOT TO SCALE HEAVY DUTY AND LOCKING p- DRAINS TO BE gS GAST IRON COVERS TO Q SCREENED a 1� p w 2" DRAIN HEAVY DUTY,LOCKING,CAST IRON FRAME AND GRADE r z O r� V DF2AN PAN BONER TO GRADE GAMPBELL 1162 G OR N ¢ TO 8E 12'xl2" FINAL GRADE APPROVED Em1AL FIN15HED 61 ADE 3 I" RPZ - PLAN VIEW GRADE S 24" g1 24" 6" MIN TRAFFIC (DOMESTIC WATER ONLYI 6" THK CONG 20, MIN N ry Z 20"MIN BEARING,TOP .. �- ISTRIBUTION LP (I OF 2) LP TRAFFIC IT NOT TO SCALE I U RPZ DEVIGE 5UP'PORTED PER RPZ (I OF 4) BEARING COVER INLET I IN5TfALLATION 3' MIN. 3' MIN. d (DOME5TI6 WATER ONLY) REGdUIREMENTS NOT i0 SCALE MIN V DIA. TD CUTLET ENGINEER: .p ® SDR 35 PVC, MIN 4"CIA. RPZ INSTALLATION REQUIREMENTS: ® � n o m PIPE OR b" FLOW LINE 5DR 35 PVC SOUIVALENT INSTALLATIONS MUST MEET ALL SUFFOLK COUNTY AND NEW YORK STATE REQUIREMENTS, 2' MINA50VE PITCHED MIN. a P�,� ��FNEWYp HIGHEST )= 10'-0" DIA. -II SEE PLAN $IN/I FT PITCHED MIN P EY T. QUpJ I. GLEARANGE5 III. DRAINAGE (CONTINUED) SOIL BAFFLE p A. ALL A55EMBLIE5 SHALL BE INSTALLED WITH A CENTERLINE HEIGHT FROM 30 INCHES G. ALL DRAINAGE FROM RPZ'S SHALL BE VIA GRAVITY FEED i0 DRAIN. 6ROUN�RECORDED iN 501E p WALL Q Ye IN/I FT *h ? A ,I n F9 TO 60 INCHES ABOVE THE FLOOR. ANY INSTALLATION AT A GREATER HEIGHT SHALL D. AN AIR GAP MUST BE MAINTAINED BETWEEN THE RPZ RELIEF VALVE OPENING m s r BE PROVIDED WITH A FIXED PLATFORM, A PORTABLE SCAFFOLD OR A LIFT MEETING AND ANY DISCHARGE PIPING. THE AIR GAP MUST BE AT LEAST TWIGE THE C DOLLAR MATERIAL 05HA STANDARDS. DIMENSION OF THE EFFECTIVE OPENING OF THE RELIEF VALVE; BUT IN NO . 6" MIN.B. ALL RPZ DEVICES MUST HAVE AN lb INCH MINIMUM CLEARANCE BETWEEN THE BOTTOM CASE LESS THAN I INCH. RATABLE SOIL OF THE RELIEF VALVE AND THE FLOOR. E. MANUFACTURER'S AIR GAP FITTINGS MAY BE UTILIZED PROVIDED THAT THEY RATABLE 501E Q 07 G. A MINIMUM OF 12 INGHE5 OF CLEAR SPACE SHALL BE MAINTAINED ABOVE THE MAINTAIN A PROPER AIR GAP AND DO NOT ENGLO5E OR COVER THE a RO SS\O� ASSEMBLY. RELIEF VALVE. THESE FITTINGS ARE ONLY 51ZED TO HANDLE INTERMITTENT UNDERLYING SAND AND GRAVEL STRATA JEFFREY T. BUTLER, PE, A MINIMUM OF 30 INCHES OF CLEAR SPACE SHALL BE MAINTAINED BETWEEN THE AND LOW FLOW DI5GHARGE5. ADDITIONAL DRAINAGE CAPACITY MAY BE FRONT SIDE OF THE DEVICE AND THE NEAREST WALL OR 005TRUGTION. REQUIRED i0 ACCOMMODATE A CATASTROPHIC RELIEF VALVE FAILURE. NOTES: E. AT LEAST 6 INCHES 6LEARANGE SHOULD BE MAINTAINED FROM THE BACK SIDE OF F. NOT USED I.COLLAR DEPTH 15 NOT RE-51111RED WHO RATABLE MATERIAL EXISTS FOR RILL DEPTH. J 2.COLLAR MATERIAL WALL EE GLEAN 6RAVEL OR BANK RIA THE DEVICE TO THE NEAREST WALL OR OBSTRUCTION. THIS CLEARANCE MAY NEED G. NOT USED NOTES: TO BE INCREASED FOR MODELS THAT HAVE 510E MOUNTED TEST COCKS OR RELIEF H. NOT USED (LEACHING POOL SYSTEM - OTT 6) I. CONCRETE TO TEST 4000 P.51 a 26 DAYS �D VALVES THAT WOULD BE FACING THE BACK WALL. J. ALL EXTERIOR DRAINS SHALL BE KEPT FREE OF 5NOW DURING WINTER ALSO 2. REINFORCEMENT MEETS A.5.T.M A-b15,A-165 SPECS F. TEST 601 MUST BE POSITIONED TO FACILITATE TESTING (30" MIN CLEARANCE). DRAINS CAN NOT BE SUBJECT TO FLOODING AND MUST BE 56REENED. 3. ALL SANITARY PIPING TO BE 4"0 SUR 35 PVC, TYPICAL CLUSTERED DISPOSAL SYSTEM (LP) 4. ALL PIPING INSTALLED UNDER BLDG SHALL BE OAST IRON, AND SHALL REMAIN LSKC II. MISCELLANEOUS CONSIDERATIONS K. ALL VALVES SHALL OPEN GOUNTERGLOGKWISE (RIGHT HANDED VALVES). GA57 IRON LEAVING THE BUILDING TO A DISTANCE OF 5'AWAY FROM BLDG N A. ALL ASSEMBLIES SHALL BE ADEQUATELY SUPPORTED AND/OR RESTRAINED TO IV, NOT USED PERIMETER SCALE: N.T.S. fl M PREVENT LATERAL MOVEMENT. PIPE HANGERS, BRACES, SADDLES, STANCHIONS, V. INSTALLATION WITHIN A BUILDING 5. (AL65 AND DESIGN PERFORMED IN ACCORDANCE WITH 91 SPECS O Z PIERS, ETC, SHOULD BE USED TO SUPPORT THE DEVICE AND SHOULD BE PLACED IN A THE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBING GONTRA6TOR. Q Q Z )L C) MANNER THAT WILL NOT O55TRUGT THE FUNCTION OF OR AGGE55 TO THE RELIEF CONTRACTOR 15 RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND 5EPARATION5EPARATION D15TANGE�Q'M�FOR DETAILS OF CONSTRUCTION: _ z Z CDLH VALVE. UTILITIES AND STRUCTURES PRIOR TO DIGGING. I V J Q Z } B. STRAINERS ARE RECOMMENDED PRIOR TO EACH 13AGKFLOA PREVENTION A55EMBLY A. ABOVE GRADE INSTALLATIONS, DISCHARGE CAN BE DIRECTED TO FLOOR OR SANITARY LEAGHI�STRUGTURES: 1. REINFORCE) PRECAST CONCRETE SEPTIC TANK(1200 6ALLON MINIM". / ice' lV (K m ON NON-FIRE FIGHTING WATER LINES. NO STRAINER 15 TO BE USED IN A FIRE LINE DRAINS OR THROUGH A 51DE1•IALL ABOVE GRADE VIA SCREENED LOUVERS, MIN]" HORIZONTAL SEPARATION 1?15TANGES: 2.USE 51x(6) Ioo 50 FT.HIGH D'E D) PRECAST If LEACHING RINGS WITHOUT THE APPROVAL OF THE INSURANCE UNDERWRITERS OR THE AUTHORITY SCUPPERS, PIPE SLEEVES WITH FLAP VALVES, ETC„ IN AGGORDANGE WITH A. BUILDING WU CELLAR = 10'-O" 3.USE 4"0,APPROVED 5EFER PIPE THROUGHOUT. � \ O C/] LU � � (X CL HAVING JUR150I6TION. THE DRAINAGE REQUIREMENTS. B. BUILDING ON 5LA3 = 10'-0' 4 THE WASTE LINES FROM THE SEPTIC TANK SHOULD ENTER THE MIDDLE RINGS A5 HIGH A5 POSSIBLE. G. ALL ASSEMBLIES MUST BE PROTECTED FROM FREEZING TEMPERATURES AND IF B. BELOW GRADE OR BASEMENT INSTALLATIONS: NOT USED. G. WATER LINES = 10'-0" 5.USE A CROSSOVER PIPE BETWEEN THE MIDDLE RINGS AND THE FOUR OUT510E RINGS,EI6HT(B) INCHES ABOVE THE BOTTOM. V J C� Q 6.BALKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. / \ O w 1 IN5TALLED WHERE TEMPERATURE5 WILL REAGH IOO'F OR ABOVE, A HOT HATER TYPE VI. CERTIFIED TESTING AND COMPLETED WOR D K5 APPROVAL . SURFACE WATER (WETLANDS) = 10Q'-Q" T.SLAB5 SHALL BE 25'MAXIMUM BELOW GRADE WITH A 2'MAXIMUM COLLAR. 6 ASSEMBLY MUST BE USED. A. AFTER THE ASSEMBLY HAS BEEN INSTALLED, IT SHALL BE TESTED BY A F. PU13LIG HELL = 200'-0" 6 SOLID HEAVY Dory AND LOCKING CAST IRON COVERS TO GRADE ON ALL POOLS \ Z W Z �0 D. ALL A55EMBLIE5 SHOULD BE SPECIFIED AND INSTALLED WITH THE MANUFACTURER CERTIFIED TESTER, THE DESIGNER (OR WATER SUPPLIER) 15 THEN 6. PRIVATE WELL = 1 50'-O" 4,BOTTOM of Pool SHALL BE A MINIMUM of 2 FEET ABOVE HIGH RECORDED GROUNDWATER. SUPPLIED RE51LIENT SEATED SHUT-OFF VALVES INTEGRAL TO THE ASSEMBLY. RE5PON51BLE TO CERTIFY THAT THE INSTALLATION WAS DONE IN H. RET. WALL (WTRPROFFI = 10'-O" 10.SHOW AREA FOR 50%EXPANSION OF LEACHING POOLS,INSTALL AT INITIAL CONSTRUCTION, 11LL E. HATER LINES SHOULD BE THOROUGHLY FLUSHED BEFORE INSTALLING THE ASSEMBLY. ACCORDANCE WITH APPROVED PLANS;OR DESCRIBE ANY CHANGES OR 11. E THE DISTANCE BETWEEN THE FOUR(OUTER)SATELLITE ING llJ A F N J. U/G FUEL TANKS = 2O'-O" 12.TOP OP S SSLAB SHALL BE B"MINIMUM(THICKNESS AND TRAFFIC GEARRING.. ` (Y 'Q ONE OFETHEFGHEGKV�VALVES O NEW ARST THELATIONS RELIEF VALVE. 1.THE RESULT OF DEBRIS FOULING SUBMIT "A5 BUILT"N5TALLER SHALL NOTIFY GOVERNINGNS AS EAGENCY UPON GOMIPLETION OF K. U/6 UTILITIES = 5'-O" 13.NOT USED ''( � O N L. STORM DRAINS = 20'-0' 14.TH15 D15P05AL SYSTEM 15 FOR AREAS WITH HIGH GROUNDWATER CONDITIONS. F. ALL A55EMBLIE5 MUST BE INSTALLED HORIZONTALLY UNLE55 THEY ARE SPECIFICALLY WORK, M. CATCH BASINS, NON-LEACHING = 5'-0" �'' _ 1 # LL Q APPROVED FOR VERTICAL INSTALLATION. (REF. TEGHNIGAL REFERENCE PWS-14). 2. TEST RESULTS SHALL BE SUBMITTED TO GOVERNING A6L%(.Y ON N. SAN, L.P. = W-O" 'Z Q � N G ASSEMBLIES SHALL NOT BE INSTALLED IN AREAS CONTAINING CORROSIVE, TOXIC OR PRESGR15ED FORMS. P. PROP. LINES = 10'-0' HOUSE CONNECTION NOTES: I J N - POISONOUS FUMES OR GASES WHICH GOULD RENDER THE ASSEMBLY INOPERABLE OR B. THE INITIAL TEST RE5ULT5 AND CERTIFICATION ARE THEN SUBMITTED TO THE Q, T.O. SLOPE = 25--0' ` ry° lh LL • P05E A SAFETY HAZARD TO PERSONNEL. WATER SUPPLIER AND APPROVING AGENT FOR 155UANGE OF A COMPLETED R. BLUFF = 65-0' (PER 5,CA.H.5. STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR 5EWA6E DISPOSAL r H. INSTALL A SOFT SEATED GHEGK VALVE IMMEDIATELY AHEAD OF THE RPZ TO HOLD WORKS APPROVAL. DOH - FORM 1013 HAS BEEN DESIGNED FOR BOTH THE 5. SEPTIC TANK = 6-O" SYSTEMS FOR OTHER THAN 51NGLE-FAMILY RESIDENCES) \ / Z THE PRE55URE CONSTANT TO THE ASSEMBLY IN TIMES OF FLUCTUATING SUPPLY CERTIFIED TEST RESULTS AND THE DESIGNER'S CERTIFICATION OF THE NOTE: LEACHING POOLS THAT ARE PART OF THE a) A HOUSE CONNECTION 15 DEFINED AS THE PORTION OF THE GRAVITY SEWER LINE WHICH EXTENDS Z F PRESSURE. INSTALLATION. PROPOSED 'TYPICAL CLUSTERED DISPOSAL FROM THE PAGE OF THE BUILDING TO THE SEWAGE DISPOSAL SYSTEM. \ e Q I, IF THE DISTANCE BETWEEN THE WATER METER AND THE DEVICE 15 GREATER THAN 10 G. AFTER ISSUANCE OF THE GOMPLETED HORKS APPROVAL,THE ASSEMBLY M05T SYSTEM' ARE EXEMPT REGARDING LEACHING b) THERE SHALL BE A MINIMUM TWO FOOT LENGTH OF GA5i-IRON SEWER LINE EXTENDING THROUGH r ROVED BY p p FEET, ALL EXPOSED PIPING SHALL BE STENCILED "FEED LINE TO BAGKFLOW BE TESTED AT LEAST ANNUALLY BY A CERTIFIED TESTER WITH THE RESULTS POOL TO LEACHING POOL REQUIRED SEPARATION THE FOUNDATION. l� PREVENTER - DO NOT TAP" AT 5 FOOT INTERVALS. REPORTED TO THE WATER SUPPLIER, DISTANCES. SEE 'TYPICAL CLUSTERED DISPOSAL C) HOUSE CONNEGTIONI5 SHALL HAVE A MINIMUM PA. OF 4 INGHE5, UNLE55 OTHERWISE NOTED. NNING BOARD J. A SEPARATE SHUT OFF VALVE MUST BE INSTALLED 5Y5TEM' DETAIL BELOW FOR ADDITIONAL d) NOT USED � ' YZ K. PIPING MUST BE UNBRANCHED AND UNOBSTRUCTED FROM RPZ DEVICE TO MAIN. QUESTIONS OR COMMENTS: BPH55P®HEALTH.STATE.NIY.US REQUIREMENT5. B) HOUSE CONNECTIONS SHALL HAVE A MINIMEM PITCH ON ONE-QUARTER INCH PER FOOT. 1 i TOWN OF SOUTHOLD � � . 111. DRAINAGE <MAILTO,BPW5PaHEALTH.STATE.NY.US> F) SLIP RING CONNECTORS OF THE PROPER TYPE SHALL BE USED AT THE CAST IRON JOINT. IF DRAINAGE FOR BAGKFLOW PREVENTION A55EM5LIE5 SHALL BE PROVIDED FOR ALL RPZ REVISED: AUGUST 2006 REQUIRED,A FLEXIBLE PVC THE PROPLING WITH STAINLESS STEEL BANDS MAY T USED JOINT. CONNECT b"d OUTLET DATE j p/9#/)&T 1 6 INSTALLATIONS. DRAINAGE SHALL ACCOMMODATE DISCHARGE DURING TESTING, DRAINING OF THE UNIT AND FOR RPZ RELIEF VALVE DISCHARGES. CAST IRON PIPE TO PVC HOUSE CONNECTIONS. THE FLEXIBLE COUPLING AND BAND5 SHALL PIPE FROM A DRAINAGE A IS FAZED TO ACCOMMODATE BOTH INTERMITTENT DISCHARGES f AND A CATASTROPHIC, CONFORM TO A5TM CIIT3, CREASE STROP HIG FAILURE OF THE RELIEF VALVE. ',� ' 0� ALL HOUSE CONNECTIONS SHALL BE PROVIDED W/A GLEAN-OUT AT THE FADE OF THE BLDG. TRAP B. D15GHAR6E FROM RELIEF VALVES SHALL BE READILY DETECTABLE TO MAINTENANCE h) HOUSE GONNEGTION5 SHALL BE STRAIGHT. THERE SHALL BE NO BEN05 IN SEWER LINES TO THE 5 PERSONNEL EITHER VISUALLY OR BY MEANS OF {HATER LEVEL ALARMS, FLOW SEPTIC TANK OR GREASE TRAP. IF BEN05 ARE UNAVOIDABLE,THEN THE FOLLOWING ADDITIONAL SEPTIC TANK - 1200 GAL. (ST) INDICATOR LIGHTS, ETC. CRITERIA SHALL APPLY, SCALE NOT TO SCALE of • • MAILING ADDRESS: PLANNING BOARD MEMBERS DONALD J.WILCENSKI hO� rjF SOU OlO P.O. Box 1179 Chair T/y Southold, NY 11971 y OFFICE LOCATION: WILLIAM J.CREMERS T Town Hall Annex PIERCE RAFFERTY r/' �e JAMES H.RICH III G Sr 54375 State Route 25 MARTIN H.SIDOR �� • �� (cor.Main Rd. &Youngs Ave.) lyCOMM Southold, NY Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 8, 2013 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Approved Site Plan for Platinum East Properties, LLC Located at 48205 NYS Rt. 25, t956.85' west of Ackerly Pond Lane, Southold SCTM#1000-69-6-3 & 4 Zoning District: B - General Business Dear Mr. Kelly: The Planning Board has found that the requirements of the above-referenced site plan have been completed based on the site inspection made September 12, 2013 and the submitted as- built site plan prepared by Nathan Taft Corwin III, LS, dated December 2, 2011, and last revised September 25, 2013. This as-built plan is provided to the Planning Board to illustrate minor changes to the approved site plan; it does not replace the original approved site plan. The changes are as follows: • Surface of parking area from gravel to asphalt • Nine (9) open drywell grates • Re-location of two (2) ADA parking stalls • Two (2) external signs The site is now in conformance with the approved site plan entitled "Platinum Electric", prepared by Jeffrey T. Butler, P.E., dated March 5, 2012, last revised October 12, 2012 and the as-built site plan referenced above. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, D�Jonald . �ilcenski ` Chairman cc: Michael Verity, Chief Building Inspector; Jamie Richter, Town Engineer OFFICE LOCATION: °" r,r� MAILING ADDRESS: Town Hall Annex ° � w P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) ' Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov 0 `a a°fir µ ._....n.. _............ _...... PLANNING BOARD OFFICE TOWN OF SOUTHOLD Planning Board April8' 2019 OWri Boarci Mr. Keith VonEiff Platinum East Properties, LLC 1320 Kenny's Road Southold, NY 11971 Re: Compliance with Approved Site Plan for Platinum Electric 482055 NYS Route 25, Southold SCTM#1000-69.-6-3 Dear Mr. VonEiff: It has come to the attention of the Planning Board that there has been lighting added to this site that is not in conformance with the lighting plan that was approved by the Planning Board as part of the site plan. The new lighting observed on site (uplighting in the front yard along Route 25) is not in compliance with Town Code because it is unshielded lighting and code section 172-7 H prohibits unshielded fixtures and uplighting in general. We ask you to comply voluntarily with your approved site plan and the Town Code by removing or disabling all the non-complying lighting. As a contractor, it's important to set the example for your customers and follow Town Code. We encourage you to review the Town's entire lighting code by following this link to the Town Code online. his:He 0 com/14641 10 ease let us know that you have removed or disabled the lighting that does not comply with the Town Code by April 29, 2019. Continued non-compliance after this time will be referred to Town Code Enforcement. You may call the Planning Department at 631-765- 38 with any questions regarding this issue. Since � .10 rS S, Of Donail enski mmm Chairman c�S '`A COMP ll �o� • • MAILING ADDRESS: PLANNING BOARD MEMBERS O f SOU O P.O. Box 1179 DONALD J.WILCENSKI riy Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE R"FERTY N JAMES H.RICH III G @ 54375 State Route 25 MARTIN H.SIDOR • Ap�� (cor. Main Rd. &Youngs Ave.) lY�'oUIM Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE I - TOWN OF SOUTHOLD November 8, 2013 l - 8 Mr. William Kelly Nov 2013 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 T, , Re: Approved Site Plan for Platinum East Properties, LLC Located at 48205 NYS Rt. 25, t956.85' west of Ackerly Pond Lane, Southold SCTM#1000-69-6-3 & 4 Zoning District: B - General Business Dear Mr. Kelly: The Planning Board has found that the requirements of the above-referenced site plan have been completed based on the site inspection made September 12, 2013 and the submitted as- built site plan prepared by Nathan Taft Corwin III, LS, dated December 2, 2011, and last revised September 25, 2013. This as-built plan is provided to the Planning Board to illustrate minor changes to the approved site plan; it does not replace the original approved site plan. The changes are as follows: • Surface of parking area from gravel to asphalt • Nine (9) open drywell grates • Re-location of two (2) ADA parking stalls • Two (2) external signs The site is now in conformance with the approved site plan entitled "Platinum Electric", prepared by Jeffrey T. Butler, P.E., dated March 5, 2012, last revised October 12, 2012 and the as-built site plan referenced above. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very trulyyours, Donald J. ilcenski Chairman cc: Michael Verity, Chief Building Inspector; Jamie Richter, Town Engineer OFFICE LOCATION: �v �a'� MAILING ADDRESS: Town Hall Annex � " � ��" a P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) � �� Southold, NY Telephone: 631 765-1938 56, www.southoldtownny.gov Cowl L 4mRECEIV, ..� ,. . PLANNING BOARD OFFICE ( JJ TOWN OF SOUTHOLD April 8, 2019 � cuj,ut.hiraP(I own PVan ing Board Mr. Keith VonEiff Platinum East Properties, LLC 1320 Kenny's Road Southold, NY 11971 Re: Compliance with Approved Site Plan for Platinum Electric 482055 NYS Route 25, Southold SCTM#1000-69.-6-3 Dear Mr. VonEiff: It has come to the attention of the Planning Board that there has been lighting added to this site that is not in conformance with the lighting plan that was approved by the Planning Board as part of the site plan. The new lighting observed on site (uplighting in the front yard along Route 25) is not in compliance with Town Code because it is unshielded lighting and code section 172-7 H prohibits unshielded fixtures and uplighting in general. We ask you to comply voluntarily with your approved site plan and the Town Code by removing or disabling all the non-complying lighting. As a contractor, it's important to set the example for your customers and follow Town Code. We encourage you to review the Town's entire lighting code by following this link to the Town Code online. htt sw//e 0.com/14641610 ease let us know that you have removed or disabled the lighting that does not comply with the Town Code by April 29, 2019. Continued non-compliance after this time will beyy referred to Town Code Enforcement. You may call the Planning Department at 631-765- d' 38 with any questions regarding this issue. Since COP Donil enski �.�_ 9- 01W11 Chairman (10eA Southold Town Onning Board Work Session — Page TO- November 4, 2013 Project name: Joint Industry Board of the SCTM#: 1000-83-2-17.3 Electrical Industry Location: 3800 Duck Pond Road, Cutchogue Description: This amended site plan is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR'' Zoning District Status: Pending Action: Review referrals. Attachments: Staff Report Project Name: Platinum East Properties, LLC SCTM#: 1000-69-6-3 Location: 48205 Route 25, ±956.85' west of Ackerly Pond Lane, Southold Description: This site plan is for the construction of a 2,880 sq. ft. electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District. Status: Approved Action: Up-date on Final Inspection. Attachments: Staff Report Project name: Boyle, John & Catherine SCTM#: 1000 18-2 34 Location: 24435 NYS Route 25, 100' e/o Platt Road, Orient Description: Construction of a 2,375 s.f. (25' x 95') barn on a 22.46 acre parcel located on the north side of Main Road, approximately 100' east of Platt Road, in the R 80 Zoning District. Status: Approved Pending Final Inspection Action: Review comments from Final Site Inspection for C.O. Attachments: Draft Final Inspection Letter Discussion: • Draft October 2013 Planning Dept. Monthly Report i Submission Without a Cover Letter C Sender: VOY) Subject: SCTM#: 1000 - 6 — 6 7:,� t I S", 013 n� Date: Comments: sL) 6U,, ,+ ' Print • 9,24,1 i i 02 {'M Subject: Road Sign Specs From: Reflective Image (reflectiveimage@optonline.net) To: platinumeastl@yahoo.com; Date: Tuesday, September 24, 2013 10:24 AM TINUMT PLA INC- Road Sign 68" x 18" Phone Number Panel 68"x6" with 6"x6" Posts about:blank Page 1 of 1 OF SOUTy�Io �-- -- -� i i cGo 24 2013 Town Hall.53095 Main Road sJ Ll "` P.O. Box 1179 G Fax (631)7 5-95 Southold,New York 11971-0959 %2` �� 765- 802 ��yCOUNTY,� r�o�o BUILDING DEPARTMENT TOWN OF SOUTHOLD q u APPLICATION FOR SIGN PERMIT Date: ( - ! - Application # SCTM # 1000- Cc - 0Y Zone District: Fee: $75.00 per Sign Type of Sign(s): Ground [X Roof[ ] Wall [ ] Other: Applicant: ('Lh T( t.-C/�t ('/7 jr 06)1u -4T(tT Phone # Business Name: PL4,-11LuAi CAsr ��N(TRtC Sign Property Location: Ldw(;A- lZo4v) Property Owner: ,( E`tTH VA F Fr- The following items are required along with the completed application. (1) Surveyor accurate plot plan showing location of existing and proposed sign(s), building width facing streets. (2) Colored drawings with sizes and types of material of proposed sign(s), or photos of existing signs. Signs cannot be installed until the applicant receives a sign permit application approved and signed by the Building Inspector. After the sign(s) have been installed, the applicant shall request an inspection by the Building Inspector. If the sign(s) are in compliance, a sign permit will be issued and mailed to: l ATIuuM CAST FteCT/L1C /NC. .ram r� STATE OF NEW YORK) COUNTY OF 5.qpqQK ( ) Applicant ( ) Agent for applicant, hereby agree to abide by the conditions and requirements of Article XIX SIGNS of the Zoning Code of the Town of Southold and other applicable laws, rules and regulations pertaining to such signs. Signature of Ap icant Sworn to before me this j Note iPublic. t to of New York day of 20 l3 No. o1BU6185050 in Suffolk County �� "`"' '� or+ Expires April 14, Notary Public - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Examined: 20 Approved: 20 Disapprove a/c: Building Inspector • • MAILING ADDRESS: PLANNING BOARD MEMBERS .1 OF SOur P.O. Box 1179 DONALD J.WILCENSKI �r Chair Southold, NY 11971 �� lQ .1f. OFFICE LOCATION: WILLIAM J.CREMERS T Town Hall Annex PIERCE RAFFERTY G JAMES H.RICH III 54375 State Route 25 MARTIN H.SIDOR O (cor. Main Rd. &Youngs Ave.) lyC��I� Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 September 26, 2013 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Site Plan for Platinum East Properties 482055 NYS Rt. 25, t956.85' w/o Ackerly Pond Lane, Southold SCTM#1000-69-6-3 Dear Mr. Kelly: I am writing as a follow-up to the Work Session held on September 23, 2013 where the Planning Board formally discussed the above-referenced approved site plan with regard to the final site inspection and required the following: 1. Provide an "as-built" site plan that includes an accurate layout of how the site has been constructed along with all information from the approved site plan. 2. Provide a rendering of the proposed sign(s) that includes the dimensions, mounting height, coloring and lighting for Planning Board review prior to an application to the Building Department for a sign permit. 3. It was observed during the site inspection that at least two (2) of the planted Liberty Elms appeared to be struggling to survive. The Planning Board agreed to wait until next spring to see if the two trees survive; if not, please plant six (6) 5'-6' high evergreens at a staggered interval in the area between the hedge along the parking area and the existing Liberty Elms in lieu of replacing the Liberty Elms in question. This is to soften the visual impact of the parking area and would be relative in cost to replacing the elms. Great Western Red Cedar or American Holly are recommended. If you have any questions regarding this site plan or its process, please do not hesitate to call this office. Very truly yours, Brian A. Cummings Planner Southold Town PI ng Board Work Session — Page To— September 23 2013 Project Name: The Orchards SCTM# 1000-27-1-3 Location: 2595 Orchard Street, Orient Description: This proposal is for a standard subdivision to subdivide a 13 acre parcel into five lots where Lot 1 = 9.4 acres including a 1.4 acre building envelope and 8 acres of preserved Open Space, Lot 2 = 0.9 acres, Lot 3= 1.1 acres, Lot 4= 0.9 and Lot 5= 0.9 acres in the R-80 Zoning District. Status: Pending Action: Review site visit. Attachments: Sketch Plan Project Name: Ratso, LLC SCTM#: 1000-52-5-58.2 Location: 67875 Route 25, Greenport Description: This amended site plan is for the construction of an 18' x 50' (900 sq. ft.) office addition to the existing 3,200 sq. ft. building, and providing 32 parking stalls. Status: Pending Action: Review referrals. Attachments: Staff Report Project Name: Brewers Sterling Harbor Yacht Yard SCTM#: 1000-36-1-1 Location: 1410 Manhasset Avenue, Greenport Description: This site plan is for the proposed demolition of (3) existing buildings and the construction of a one story 50' x 50' frame office/storage building & a 90' x 100' metal storage building together with up-grades to the adjacent bulkheads in the M-II Zoning District Status: Pending Action: Review referrals. Attachments: Staff Report Project name: Corazzini, Richard SCTM#: 1000-84-1-32.1 Location: 6245 Cox Lane, Cutchogue Description: This proposed site plan is for a 5,820 s.f. addition to an existing 3,150 s.f. building for office space and storage on a 6.8 acre parcel in the LI Zoning District. Status: Pending Action: Review Engineering Inspector's comments. Attachments: Staff Report Project Name: Platinum East Properties, LLC SCTM#: 1000-69-6-3 Location: 48205 Route 25, ±956.85' west of Ackerly Pond Lane, Southold Description: This site plan is for the construction of a 2,880 sq. ft. electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District. Status: _ Approved Action: Review comments from Final Inspection. Attachments: Staff Report Discussion: • Request for Water Map Amendment re: SCTM#1000-126-2-2 • Stormwater Control Plan website and "typical drainage systems" examples Cummings, Brian A. From: Keith VonEiff <platinumeastl@yahoo.com> Sent: Thursday, May 23, 2013 1:04 PM To: Cummings, Brian A. Subject: [New Sender - ] - Platinum East Electric - New Shop - Asphalt parking lot Hey Brian , As discussed 1 would like option to asphalt whole parking lot instead of mixture of asphalt and bluestone . I'm going to PDF storm drainage calculation that shows the coefficient of asphalt and bluestone has the same rating so it would not effect the r, 1 drainage if I used asphalt for entire parking area. li Thank you Keith MAY 2 4 2013 ' i 1 • • MAILING ADDRESS: PLANNING BOARD MEMBERS P.O.Box 1179 DONALD J.WILCENSKI O��pF SO(/jyO! Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETHL.EDWARDS G Q 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR iyroulm,�c� Southold, NY Telephone:631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 23, 2012 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Approval: Site Plan for Platinum East Properties, LLC Located at 48205 NYS Rt 25, t956.85' west of Ackerly Pond Lane, Southold SCTM#1000-69-6-3 &4 Zoning District: General Business (B) Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on October 22, 2012: WHEREAS, this site plan is for the proposed construction of a 2,880 s.f. electrical contractor officetwarehouse on 0.9 acres in the General Business (B) Zoning District, Southold; and WHEREAS, the applicant submitted an application for site plan review on May 2, 2012; and WHEREAS, at a Work Session held on May 21, 2012, the Planning Board accepted the application for review; and WHEREAS, on May 31, 2012, the Southold Town Architectural Review Committee reviewed and determined that the proposed was acceptable with minor alterations suggested; and WHEREAS, on June 13, 2012, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on June 21, 2012, the Southold Town Planning Board, pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEAR lead agency coordination process for this Unlisted Action; and Platinum East Properties Page Two October 23, 2012 WHEREAS, on June 27, 2012, the Southold Fire District determined there was adequate fire protection and emergency access for the site; and WHEREAS, on July 11, 2012, the Southold Town Engineer reviewed the above- referenced application and has determined the project to provide adequate drainage and the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on July 20, 2012, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has recommended that the proposed project be found consistent with Southold Town LWRP policies; and WHEREAS, on August 13, 2012, a public hearing was held and closed by the Planning Board for the above-referenced site plan; and WHEREAS, on August 13, 2012, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act, performed a coordinated review of this Unlisted Action and, as lead agency, made a determination of non-significance and granted a Negative Declaration; and WHEREAS, on October 3, 2012, the Southold Town Chief Building Inspector reviewed and certified the proposed site plan as a permitted use in the General Business (B) Zoning District; and WHEREAS, at a Work Session held on October 22, 2012, the Planning Board found that all applicable requirements of the Site Plan Regulations Article XXIV, §280 — Site Plan Approval of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval to the site plan entitled "Platinum Electric", prepared by Jeffrey T. Butler, on March 5, 2012, last revised October 12, 2012, and authorizes the Chairman to endorse the site plan. Please note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. Platinum East Properties Pape Three October 23, 2012 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. If you have any questions regarding the above, please contact this office. Very truly yours, Donaldilcenski Chairman Encl. cc: Building Dept. Town Engineer • • MAILING ADDRESS: PLANNING BOARD MEMBERS O f so P.O. Box 1179 DONALD J.WILCENSKI O�a y0//__ Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS 41 Town Hall Annex KENNETHL.EDWARDS H C 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR I,yco '� Southold, NY v11 Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 23, 2012 Mr. William Kelly n 22355 Cox Lane, Unit#4 I Cutchogue, NY 11935 OCT 2 5 2012 Re: Approval: Site Plan for Platin In E , Located at 48205 NYS Rt 25, 956.85' txdAdt Lane, Southold SCTM#1000-69-6-3 & 4 lstrict: General Business (B) Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on October 22, 2012: WHEREAS,this site plan is for the proposed construction of a 2,880 s.f. electrical contractor officetwarehouse on 0.9 acres in the General Business (B) Zoning District, Southold; and WHEREAS, the applicant submitted an application for site plan review on May 2, 2012; and WHEREAS, at a Work Session held on May 21, 2012, the Planning Board accepted the application for review; and WHEREAS, on May 31, 2012, the Southold Town Architectural Review Committee reviewed and determined that the proposed was acceptable with minor alterations suggested; and WHEREAS, on June 13, 2012, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on June 21, 2012, the Southold Town Planning Board, pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEQR lead agency coordination process for this Unlisted Action; and WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, October 22, 2012 4:00 p.m. Southold Town Meeting Hall 4:00 p.m. Applications 5:45 p.m. Review Public Meeting Agenda Project name Tikal 1 Convenience Store SCTM#: 1000-97-1-6.1 Location 250 Cox Lane, Cutchogue Description: This site plan is for the proposed conversion of an existing 3,200 s.f. building to include a 1,244 s.f. retail convenience store and 1,956 S.f. of storage space on a .68 acre parcel in the General Business (B) Zoning District Status: _ . New Application Action: Review for completeness. ....- Attachments. Staff Report Project name: Surrey Lane, LLC SCTM#: 1000 69-5-18.6 Location 46975 NYS Route 25, Southold Description. This site plan is for the proposed construction of a 90' x 1.42' (3,780 s.f.) agricultural equipment storage building on a SC Development Rights property of 43.7 acres in the A-C Zoning District Status: i New Application .- Action: 1 Review for completeness. .... .. Attachments Staff Report ...-. -.._ -.-. roject es 73-2-4 Location name: ; Located d ont e'north side of Bride Lane at the` 1000-ection " i g intersection of Ore 1.gon .-_..... ...... f Road, in Cutchogue. Description. I This site plan is for the construction of a 8,635 sq. ft. building for the purposes of a private wine-making facility on a 31.07 acre parcel in the AC Zoning District. Status: Final Pending Inspection .... Action: 1 Status Up-date; review request for extension of approval. Attachments: Staff Report Project Name: _ Platinum East Properties, LLC SCTM#: 1000-69-6-3 Location 48205 Route 25, t956.85' west of Ackerly Pond Lane, Southold Description: This site plan is for the proposed construction of a 2,880 sq. ft. electrical contractor office/warehouse on 0.9 acres in the General Business (B) i Zoning District, Southold. Status: Pending Action: { Review revised site plan. Attachments ....-_ Staff Report .... Soutad Planning Department StaAeport Site Plan Application Work Session Date October 16, 2012 Prepared By: Brian Cummings I. Application Information Project Title: Platinum East Properties II. Action Review all staff and agency comments and schedule for a determination. This site plan is for the proposed construction of a 2,880 s.f. electrical contractor officetwarehouse on 0.9 acres in the General Business (B) Zoning District, Southold. III: Analysis 1. Revise the site plan to provide deer resistant evergreen screening along the south building elevation (facing Rt. 25). These plantings shall be 6'-7' in height; Great Western Red Cedar or Japanese Holly are recommended. The proposed Boxwood hedge around the parking area may also be extended to satisfy this requirement. Submitted: Included on the plan are four (4) Great Western Red Cedars proposed @ 6' high minimum along the south building elevation. 2. Remove the concrete "finger" from the proposed parking area on the site-plan to provide for the Code required aisle minimum of 22'. Submitted: Concrete "finger" has been removed from the site plan 3. Revise the lighting plan to show foot-candle measurements to all property lines or until the measurement reaches 0.1 or less. Submitted: Photometric plan has been updated and revised to meet the above requirement. 4. Redesign the proposed eight (8) Wall Sconce fixtures by reducing their illuminance level or quantity, so that the maximum output shown on the lighting plan is never more than the Code maximum of 5.0 foot candles, and that the output at the property line is less than or equal to 0.1 footcandles. Submitted: Included on the revised plan are four (4) proposed Wall Sconce fixtures (same type). The highest shown footcandle measurement is "4.7". (Previous high = 7.1) 1 5. Ensure that the existing 36" "hardwood tree" located directly to the west of the proposed driveway remains, and is not jeopardized by the construction or location of the driveway. Submitted: Note on plan: Contractor to ensure that existing 36' hardwood tree remains and is not jeopardized by the construction or driveway location" 6. Approval from the Suffolk County Department of Health Services (SCDHS) obtained September 24, 2012 for a "General Industrial Building". The Water line(s) must be inspected by SCDHS. V: Staff Recommendations 1. It appears that all site plan requirements found in §280-131 have been met, it is recommended that this application be scheduled for determination at the Planning Board's October 22, 2012 public meeting. 2 Submission Without a Cover Letter Sender: 't)O N V/q / /w a &(Ll t,k(S Subject: 0� 1 �� PL" SCTM#: 1000 - & q - () ( - () �) 4- U !" L/ (l Al U ff �f'S7- Date: Comments: OFF C) ie:;�cA (BL S OCT 16 2012 5ub-r • COUNTY OF SUFFOLK ��✓ STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES JAMES L.TOMARKEN, MD, MPH, MBA, MSW Commissioner October 9, 2012 Donald J.Wilcenski, Chair Planning Board Office PO Box 1179 OCT 5 �U12 Southold, NY 11971-0959 RE: Platinum East Properties, LLC—Site Plan SCTM#: 1000.69.6.3&4 Dear Mr.Wilcenski: The Suffolk County Department of Health Services (SCDHS; "Department") has received your letter dated August 14, 2012 concerning the above-referenced project and has no objection to the Town of Southold Planning Board assuming lead agency. Based on a review of the subject coordination,the Department offers the following comments. However,the Department wishes to reserve its right to provide more detailed information within the comment period(s) established for this action. These comments should not be construed as an implicit SCDHS approval or rejection of the project. All applications are reviewed thoroughly with respect to Suffolk County Sanitary Code concerns by appropriate departmental personnel when SCDHS applications are completed. 1.SANITARY CODE A.Article VI Application Status: Our agency has received an application for the proposed construction of a 2,880 square foot electrical contractor officelwarehouse on a 0.9 acre parcel on March 23, 2012 (HD Ref# C10.12-0006), as required by Article VI of the Suffolk County Sanitary Code. The Office of Wastewater Management has thoroughly reviewed the design and flow specifications, subsurface soil conditions, and complete site plan details;the proposal was initially approved for construction September 24, 2012, Thank you for the opportunity to review this application. If you have any questions, please feel free to contact the Office of Ecology at 852-5750. Sincerely, Philip de Blasi, Public Health Sanitarian Office of Ecology pc: Walter Hilbert, P.E. DIVISION OF ENVIRONMENTAL QUALITY—Office of Ecology 360 Yaphank Avenue, Suite 2B, Yaphank NY 11980(631) 852-5750 Fax (631)852-5812 5 Public Health Submission Without a Cover Letter �C" Sender: `�LL V-e_� Subject: `ZA-rTqVw\ Fj- �F-zL SCTM#: 1000 - Le, - orc Date: S - Z-T - I Z Comments: f t`71 4,1 �UMY-S 0 Cf - 1 2012 ZIOl l - 100 i • %Iq . RT, NC pF SOUryolo IL Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O. Box 1179 Southold,NY 11971-0959 �1 y00UM'r,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: Donald Wilcenski, Planning Board Chair OCT - 4 2012 FROM: Michael J. Verity, Chief Building Inspector DATE: October 3, 2012 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Platinum East Properties Location: 48205 NYS Route 25, Southold SCTM# 1000— Section 69 - Block 6 — Lots 3&4 Date: March 05, 2012 Revised Date: 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE Electrical Contractor's Yard IS A PERMITTED USE IN THIS B DISTRICT AND IS SO CERTIFIED. r' Michael J. Ver Chief Building Inspector • MAILING ADDRESS: PLANNING BOARD MEMBERS SO P.O.Box 1179 DONALD J.WILCENSKI O_`�OF (/lyO Southold, NY 11971 Chair 1� OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G • 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR COU'M'� Southold, NY 1111 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 3, 2012 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Site Plan for Platinum East Properties 482055 NYS Rt. 25, ±956.85' w/o Ackerly Pond Lane, Southold SCTM#1000-69-6-3 Dear Mr. Kelly: am writing as a follow-up to the Work Session held on October 1, 2012 where the Planning Board formally discussed the above-referenced site plan and determined the requirement of the following; 1. Revise the site plan to provide deer resistant evergreen screening along the south building elevation (facing Rt. 25). These plantings shall be 6'-7' in height; Great Western Red Cedar or Japanese Holly are recommended. The proposed Boxwood hedge around the parking area may also be extended to satisfy this requirement. 2. Remove the concrete "finger" from the proposed parking area on the site-plan to provide for the Code required aisle minimum of 22'. 3. Revise the lighting plan to show foot-candle measurements to all property lines or until the measurement reaches 0.1 or less. 4. Redesign the proposed eight (8)Wall Sconce fixtures by reducing their illuminance level or quantity, so that the maximum output shown on the lighting plan is never more than the Code maximum of 5.0 foot candles, and that the output at the property line is less than or equal to 0.1 footcandles. 5. Ensure that the existing 36" "hardwood tree' located directly to the west of the proposed driveway remains, and is not jeopardized by the construction or location of the driveway. Platinum East Properties Page Two October 3. 2012 Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, o _ C �.- N Brian A. Cummings Planner 2 r Submission Without a Cover Letter Sender: 431 Subject: CPlec�r� Ic�rr� SCTM#: 1000 - (g/9_ 6 _3 Date: Comments: 9 r e �� F/a ->� SEP 14 2U'! MAILING ADDRESS: PLANNING BOARD MEMBERS 0F so P.O.Box 1179 DONALD J.WILCENSKI V` y0lo Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS H Town Hall Annex KENNETH L.EDWARDS G C 54375 State Route 25 JAMES H.RICH III Q ' �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR 'yCOU N Southold, NY Telephone: 631 765-1936 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 16, 2012 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Site Plan for Platinum East Properties 482055 NYS Rt. 25, t956.85' w/o Ackerly Pond Lane, Southold SCTM#1000-69-6-3 Dear Mr. Kelly: I am writing as a follow-up to the Work Session held on August 13, 2012 where the Planning Board formally discussed the above-referenced site plan. The Board reviewed and agreed to the changes listed below; however, a Work Session is scheduled for August 27, 2012 to discuss the issues made known at the public hearing held on August 13t . With consideration towards you and your client, please do not submit revised plans until after the public comments have been addressed. The following are the initial revisions: 1. The test hole provided indicates that there is a thin layer of clay extending approximately 5' below grade. The Storm Drain Leaching Pool detail provided on sheet 2 of 5 indicates that all excavations for new drainage structures must extend at least 6' below and through this clay layer. Because of this condition, a field inspection by the Office of the Town Engineer is required prior to any backfilling. Please add the following note to the site plan: a. "Prior to excavation, the Town Engineer's office must be contacted at least 48 hours in advance to schedule a field inspection of the excavated area." 2. Raise the proposed T 4' high burgundy "transition band" to just below the window sill height in order to reduce the apparent scale of the building. Platinum East Properties Page Two August 16, 2012 3. Provide three (3) windows with shutters along the south side of the proposed building (facing Rt. 25) to continue to achieve the goal of reducing the scale of the building and including characteristics found commonly in Southold Town. 4. Re-locate the proposed five (5) Liberty Elms along the southern property line away from the existing utility lines to avoid substantial maintenance and interference in the future when the proposed plantings mature. 5. Provide a Boxwood Hedge along the southern line of the proposed parking area. This area is proposed to include seven (7) parking stalls facing Rt. 25. 6. Re-locate the dumpster to the "Lower Road" side of the parcel adjacent to the proposed ADA parking stalls. 7. Provide deer resistant evergreen screening around the proposed dumpster location and along the south building elevation (facing Rt. 25). These plantings shall be 6'-7' in height; Great Western Red Cedar or Japanese Holly are recommended. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, c Oa,C Brian A. Cummings Planner 2 ' MAILING ADDRESS: PLANNING BOARD MEMBERS P.O.Box 1179 DONALD J.WILCENSKI O��Of St7pjyol Southold, NY 11971 Chair Q y OFFICE LOCATION: WILLIAM J.CREMERS T Town Hall Annex KENNETH L.EDWARDS G • 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR lit'COU'M'� Southold,NY 1111 Telephone:631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 14, 2012 Mr. William Kelly 22355 Cox Lane Unit#4 Cutchogue, NY 11935 Re: SEQRA Determination: Site Plan for Platinum East Properties, LLC Located at 48205 NYS Rt 25, t956.85' west of Ackerly Pond Lane, Southold SCTM#1000-69-6-3 &4 Zoning District: General Business (B) Dear Mr. Kelly: The public hearing, held on August 13, 2012, at a meeting of the Southold Town Planning Board was closed and the following resolution was adopted: WHEREAS, this site plan is for the proposed construction of a 2,880 s.f. electrical contractor officetwarehouse on 0.9 acres in the General Business (B) Zoning District, Southold; and WHEREAS, the applicant submitted an application for site plan review on May 2, 2012; and WHEREAS, at a Work Session held on May 21, 2012, the Planning Board accepted the application for review; and WHEREAS, on June 21, 2012, the Southold Town Planning Board, pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEQR lead agency coordination process for this Unlisted Action; therefore, be it RESOLVED, that the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act, performed a coordinated review of this Unlisted Action and, as lead agency, made a determination of non-significance and grants a Negative Declaration. Platinum East Properties Page Two August 14, 2012 A copy of the Negative Declaration is enclosed for your records. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman Encl. • • MAILING ADDRESS: PLANNING BOARD MEMBERS pf S0(/j P.O. Box 1179 DONALD J.WILCENSKI �0�� yQIO Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS T T Town Hall Annex KENNETH L.EDWARDS G Q 54375 State Route 25 JAMES H.RICH III '0 Aa�A (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR cou Southold, NY 1111 Telephone: 631 765-1936 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significant August 13, 2012 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 7 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Platinum East Properties, LLC SCTM#: 1000-69-6-3 Zone: B Location: 48204 Main Road, Southold SEQR Status: Type I ( ) Unlisted N Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: This site plan is for the proposed construction of a 2,880 s.f. electrical contractor's office/warehouse on 0.9 acres in the General Business (B) Zoning District, Southold. Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed. The determination was based upon the following: SEQR Negative Declaration - Page Two Impact On Land Historically, the site was improved with residential structures that have since been razed. Additionally, sometime after the demolition of the structures the majority of the site was filled with soils elevating the grade. The test hole indicates that the depth to water is 10.2 feet. The depth to groundwater is sufficient to meet the 3' separation distance required for sanitary systems per Suffolk County Department of Health standards. No substantial impact to groundwater is expected to occur if the project is implemented as planned. The proposed action is not expected to result in a significant adverse impact on land. Impact of Water 1. Water Supply Public water will be supplied to the parcel by the Suffolk County Water Authority from S. R. 25 water main. It is recommended that the applicant contact SCWA for a determination of the availability of Public Water Supply for this project. No significant impacts to public water supply are expected. 2. Sanitary Disposal In 1978, the Long Island Regional Planning Board published the Long Island Comprehensive Waste Treatment Management Plan (208 Study). The 208 Study identified eight (8) hydrogeologic zones in Nassau and Suffolk Counties. These zones were distinguished based upon differences in underlying groundwater flow patterns and water quality. The subject site is located within SCDHS Groundwater Management Zone IV, which according to Article VI of the Suffolk County Sanitary Code, has an allowable flow of 600 gallons per day (gpd) per acre in areas served by public water. Therefore, the allowable nitrogen bearing flow for the overall .905 acre site is 543 gpd. Therefore, the proposed application would conform with Article VI of the Suffolk County Sanitary Code and would not be expected to adversely affect groundwater quality provided properly functioning systems are designed and installed. 3. Ground or Surface Water Quality or Quantity A Grading and Drainage Plan (page 2 of 5), and Erosion Control Plan (page 4 of 5) have been submitted. The proposed drainage is adequate to capture run-off from a 2" rainfall and therefore, potential impacts from storm water runoff are expected to be low. No surface water is located within the vicinity of the site. a • SEQR Negative Declaration - Page Three 4. Flooding The proposed improvements are located within FEMA Flood Zone X; areas identified as areas of moderate or minimal hazard from the principal source of flood in the area, therefore, the potential impacts from threat of flooding are low. Impact on Air No substantial adverse change in existing air quality is expected to occur. Impact on Plants and Animals The parcel is not located within a New York State Department of Environmental Conservation Critical Environmental Area or a New York State Department of State Significant Fish and Wildlife Habitat Area. The parcel is vacant and cleared of woodland and in early succession species. Therefore, the potential occurrence of rare or threatened plants or animals on site or within the vicinity of the site is low. No significant removal or destruction of large quantities of vegetation is expected to occur. Correspondingly, no substantial interference with the movement of any resident or migratory fish or wildlife species nor impacts on a significant habitat area is expected to occur. Impact on Agricultural Land Resources The parcel is not currently in agricultural production. Therefore, no adverse impacts to agricultural lands will occur. Impact on Aesthetic Resources The parcel is located adjacent to a designated New York State Scenic Byway (S.R. 25). A screen of five Liberty Elm (Ulmus Americana) trees will be installed 30' on center along (S.R. 25) adding screening to the proposed structures. No substantial adverse impacts to aesthetic resources are expected to occur. Impact on Historical and Archeological Resources The majority area of the parcel has been historically filled with soil. The action is not expected to impact important historical or archaeological resources. Impact on Open Space and Recreation The proposed action is located east of the Southold Park District Triangle Park, a public park. A 25' transitional buffer is proposed to be established to mitigate the use and structures on the property. K SEQR Negative Declaration - Page Four No significant impacts to public open space or recreational areas will occur as a result of this action. Impact on Critical Areas The proposed action is not located within a New York Department of Environmental Conservation Critical Environmental Areas. Impact on Transportation The proposed use is officetwarehouse. No significant traffic volume (generation) or flow will occur. Impact of Energy No major change in the use of either the quantity or type of energy will occur. Noise and Odor Impact No substantial change in noise or odor is expected to occur. Impact on Public Health No creation of a hazard to human health is expected to occur. No substantial increase in solid waste production, leaching or drainage problems is expected to occur if the proposed action is implemented as planned. Impact on Growth. Character of Community or Neighborhood The proposed action is not in a significant material conflict with a community's current plans or goals as officially approved or adopted. Based upon such, no significant adverse impacts to the environment are expected to occur should the project be implemented as planned. For Further Information: Contact Person: Mark Terry, Principal Planner Address: Planning Board Telephone Number: (631) 765-1938 cc: Southold Town Clerk for Town Board Suffolk County Department of Health Services Southold Town Building Department Southold Town Engineer WORK SESSION AGENDA • SOUTHOLD TOWN PLANNING BOARD Monday, August 13, 2012 4:00 p.m. Southold Town Meeting Hall 3:30 p.m. Executive Session (in the Annex) - litigation 4:00 p.m. Applications (in the Meeting Hall) 5:30 p.m. Review Public Meeting Agenda Project name: Mill Creek Inn & Marina SCTM#: 1000-56-7-2 Location: 64300 NYS Route 25, on south side of Rt. 25, 424' west of Dolphin Drive, Green port Description: This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M-II Zoning District. Status: Pendin Action: Review revised site plan (addition of boatyard use) & provide comments to ZBA on the restaurant (Special Exception use in Mil zone Attachments: Staff Report Project Name: Platinum East Properties, LLC I SCTM#: 1000-69-6-3 Location: 48205 Route 25, f956.85' west of Ackerly Pond Lane, Southold Description: This site plan is for the proposed construction of a 2,880 sq. ft. electrical contractor office/warehouse on 0.9 acres in the General Business (B) _ ZoningDistrict, Southold. Status: Pending Action: Review revised siteplans; review comments from referral. Attachments: Staff Report Project Name: Harbes Family Winery SCTM#: 1000-120-1-4 & 1000-112-1-7.1 Location: Northwest comer of Sound Avenue and Hallock Avenue in Mattituck Description: This site plan is for the addition of retail winery and wine production facilities'to an existing farm stand. The overall property is 15.61 acres in _ the A-C ZoningDistrict. Status: Pending Action: Status Up-date Attachments: Staff Re ort Project name: T-Mobile at LIPA SCTM#: 1000-45-1-14.1 Location: 69685 NYS Route 25, Greenport Description: This application is to bring an existing wireless communication facility into compliance with Southold Town Code insofar as the facility was constructed without benefit of the necessary permits, as well as to up- grade the facility. The antennas are mounted on the exterior of the pole __ at a height of 84 feet located on an 8.3 acre site in the LB Zoning District.l Status:- Pending _ Action: Review for determination. Attachments: Staff Re ort Southold Town Planning Board Work Session-August 13, 2012- Page Two Project name: Neumann, James SCTM#: 1000-1 77-1-1.1, 107-1-1.2 _ Location: Mattituck Creek and Mill Road, Mattituck __j Description: This proposal is to subdivide a 24.9 acre parcel into 5 lots. The parcel borders Mattituck Creek in the R-80 Zone. One residence already exists. Status: Pending _ li _ Action: Review for setting preminar"Wic hearing date. Attachments: Staff Report f Project name: Rand, Bight Road, LLC SCTM#: 1000-14-2-11.4 & 11.5 Location: 1085 Bight Road, Orient Description: This proposed Lot Line Change will transfer 3,000 sq. ft. from SCTM#1000-14-02-11.4 to SCTM#1000-14-02-11.5. Lot 11.5 will increase from 49,669 sq. ft. to 52,669 sq. ft., and Lot 11.4 will decrease from 43,672 sq. ft. to 40,672 sq. ft. in the R-40 Zoning District. Status: New Application Action: Review for completeness. Attachments: Staff Report For Discussion: 1. Town Board/Code Committee on LI/LIO Retail Uses 2. Comprehensive Plan - Human Services Draft Chapter AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as 4E�C--FKk4+ I bCO -�-5 - 4, - 3 4 q R&-T Tj(-b" F4s-( ''4j5ZC)F5 V:T zS "" II'l-71 by placing the Town's official poster notice(s) within 10 feet of the front property ti line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in Iace for seven days prior to the date of the public hearing on A> l� I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on L.CaLTt6 ZS 1�bk1�2- Qca4f� Your a (pri nat b. `fix lz �► � _ 1 r�-� i Address .V/r�, at Notary Public DEBORAAHH,H.VNotxAN ZER Y No.01VA8%18 Yak ca APCrN0W" 6 PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 8/10/12 wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww Re: Proposed Site Plan for Platinum East Properties, LLC SCTM#s: 1000-69-6-3 & 4 Date of Hearing: Monday, August 13, 2012, 6:00 p.m. Platinum East Properties 69:6-3 &4 1. 69:6-1 2. 69.-6-2 3. 69.-6-5 4. 69.if-14 5. 69._f-15.2 6. 69:6-9.5 7. 69.-6-6 8. 69.-6-7 9. 70:7-13 (DomesticU.S. Postal Service,. 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C3 ■ Attach this card to the back of the mailpiece, / n t [3 �+ a a- M rn or on the front'rf apace permits. ?3 I 3 D. Is del address different from Rem 17 SS m z 1. article Addressed to: R YES,enter delivery address below: ❑ Ln 7 g a �7 E3. s 0 D - EfOfC O/7f � a O N (y[1Iz/ Z,U Aly l/ /�� 3.�S,e/rAce_llip'e ru 47 18 Z '\ / gaamneu Mail ❑Bprese Mall _ N •(]Reaatered ❑ReWm Receipt ❑Insured Mail ❑G.O.D. 0 4. Restricted Delivery?(Fxra Fee) ❑' 0 y ❑ ❑ 2. Article Number 7011 0110 0002 5168 2780 $ ' ' (fiansfar from Wyk&lebe4' _ a Ps Form 3811,February 2004 Domestic Return Reoelpt 10259 CERTIFIED MAIL, U.S. POSTRGE PRIG CUTCHOGUE.NY 11935 7011 0110 0002 5168 2797 one'; ;� RNRSUN12 M T �MORTON BUILDINGS, INC. qm 000MOFrrON BUILDINGS, INC. , 971 $056769-01 22355 COX LANE, UNIT 4 CUTCHOGUE,NY 11935 � • FIRST CLASS MAIL RETURN RECEIPT REQUESTED FjU 69. 5-14 i QI/f rta/Pl William Smith P.O. Box 1238 Southold, NY 11971 DX / /1v 1st 1taTiCE AUK -3 Z12 P 2nd No ^` N G !DI 2nd VPN _— P�� z t n Y � F Y 3 " 1 � 1 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature #�. item 4 if Restricted DaINery is desired. 0 Agentp;g ■ Print your name and address on the reverse X ❑Ad ddressee ' so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: D. Is delivery address different horn Item 17 ❑Yes If YES,enter delivery address below: ❑No V�/J•, G��� 'Slut 1117( 3. ,ype f• Mail 0 Express Mail Registered 0 Ream Receipt for Merchandise ., 0 insured Mail ❑C.O.D. �. t 4. Restricted Delivery!(Extra Fee) ❑Yes i 2. Article Number 7011 0110 0002 5168 2797 vz '.. (transfer from service raba, l ' PS Form 3811, February 2004 Domestic Return Receipt 102595o2-m-1540 = at da .`Ey .. e v v Submission Without a Cover Letter Sender: ;I ( K J `/ ll J Subject: N(_ num osa Fr ^ _ � -� SCTM#: 1000 - �j�.- - f 1 Date: & us+ -7 a , Comments: AUG - 7 201Z . . MAILING ADDRESS: PLANNING BOARD MEMBERS �F S0 P.O. Box 1179 DONALD J.WILCENSKI O�� �Ql Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G Q 54375 State Route 25 JAMES H.RICH III �'Q �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR Iy10OU rN Southold, NY 11/, Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 24, 2012 Mr. Bill Kelly 22355 Cox Ln. Unit#4 Cutchogue, NY 11935 Re: Site Plan for Platinum East Properties 482055 NYS Rt. 25, t956.85' w/o Ackerly Pond Ln., Southold SCTM#1000-69.-6-3 Dear Mr. Kelly: I am writing as a follow-up to the Work Session held on July 23, 2012 where the Planning Board formally discussed the above-referenced site plan. The Board reviewed and agreed to the changes listed below, however there remains a public hearing scheduled for Monday, August 131h at 6:00pm, and additional comments from other agencies and staff to be discussed at a future work session. Please do not submit revised plans until after these are completed. The following are the initial revisions (to be held until after another appearance at a future work session to discuss any public hearing comments and other agency comments): 1. Clearly indicate and label the "Transitional Buffer Area" on the plan. While the code suggests a 25' buffer, the Planning Board has agreed to a 15' transitional buffer. Please indicate the width as 15' Transitional Buffer from the property line (A transition buffer cannot effectively extend to the wall of a building —that is a setback. There must be at least 10' between a building and the beginning of a buffer). Also include the following note regarding this buffer: a. Existing vegetation and/or trees shall not be removed. 2. The test hole provided indicates that there is a thin layer of clay extending approximately 5' below grade. The Storm Drain Leaching Pool detail provided on sheet 2 of 5 indicates that all excavations for new drainage structures must extend at least 6' below and through this clay layer. Because of this condition, a field inspection by the Office of the Town Engineer is required prior to any backfilling. Please add the following note to the site plan: "Prior to excavation, the Town Engineer's office must be contacted at least 48 hours in advance to schedule a field inspection of the excavated area." 3. The plan should show that the entrance to the site from Lower Road between existing pavement and the property line will be constructed with asphalt to meet the minimum requirements of Town Highway Specifications. The existing edge of pavement on Lower Road must be saw-cut to provide a uniform interconnection with the new curb cut that will not interfere with existing storm water flow along the gutter line. 4. The Handicap parking shown on the plan has been indicated as a bluestone surface which does not meet ANSI Standards. The surface for these two spaces must meet ANSI requirements and the installation of these parking spaces must provide a continuous interconnection with the asphalt pavement that has been indicated in front of the building. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Brian A. Cummings Planner z • WORK SESSION AGENDA • SOUTHOLD TOWN PLANNING BOARD Monday, July 23, 2012 4:00 p.m. Southold Town Meeting Hall 4:00 p.m. Executive Session - Litigation Applications Project Name: loannou, Constantine SCTM#: 10 10-23-1-14.7 Location: on the north side of State Road 25, 4,848 feet e/o Kayleigh's Court, in East Marion Description: This proposed standard subdivision is for 3 lots on 6.81 acres where Lot 1 = 92,332 sq. ft., Lot 2 = 124,679 sq. ft., inclusive of the 25' wide right- of-way, and Lot = 80,000 sq. ft. Status: Conditional Preliminary Approval Action: Review revised C & Rs &Bond request Attachments: Staff Report Project Name: Peconic Land Trust, Inc. SCTM#: 1000-63-1-25.3 Greenhouses Location: 3005 Youngs Avenue, Southold _ Description: This proposed site plan is for two 16' x 24' (384s.f.) greenhouses for agricultural use on a 2.3 acre parcel in the R-80 Zoning District. Status: Pending Action: Review comments from referrals & public hearing Attachments: Staff Report Project Name: Platinum East Properties, LLC SCTM#: 1000-69-6-3 Location: 48205 Route 25, f956.85' west of Ackerly Pond Lane, Southold Description: This site plan is for the proposed construction of a 2,880 sq. ft. electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District, Southold. Status: Pendin Action: I Review comments from referrals. Attachments: Staff Report Project Name: Goggins SCTM#: 1000-114-11-9.1 Location: 13200 Route 25, Mattituck Description: This proposed site plan is to convert an existing 2,187 s.f. single family dwelling to three apartment units at 850 s.f., 850 s.f. and 486 S.T. Seven parking stalls are proposed at 13200 NYS Rt. 25, Maftituck, in the HB Zoning District. Status: _ Pending Action: Review request from applicant for site work Attachments: Staff Report— i OFFICE LOCATION: 1��OF S0(/j�o MAILING ADDRESS: t,(t Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 G Q Telephone: 631 765-1938 • �O Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Donald Wilcenski, Chair Town of Southold Planning Board From: Mark Terry, Principal Planner LWRP Coordinator Date: July 20, 2012 JUL 2 0 2012 Re: Platinum East Properties LLC SCTM# 1000-69.-6-3 This site plan is for the proposed construction of a 2,880 s.f. electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District, Southold. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, the proposed action is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings, Planner 097 AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: Keith & Mary VonEiff, Platinum East Properties, LLC Address: 1320 Kenny's Road, Southold, NY 11971 Land Owner (if other than applicant): Kenneth R. Jr. & Deborah J. Seiferth Land Owner Address: 112 Brook Street Garden City, NY 11530 Description of Proposed Project: This site plan is for the proposed construction of a 2,880 s f electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District. Property Location (road and tax map#): SCTM#1000-69-6-3 & 4; 48205 Route 25 Southold Is this parcel actively farmed? Yes No X Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-69.-5-18.6: Surrey Lane, LLC, 30 Surrey Lane, Tenafly, NJ 07670 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. "404 '&� z — 7 FgCa c n�atur Date gUFFQtX SCOTT A. RUSSELL o`� cd JAMES A. RICHTER, R. il SUPERVISOR ENGINEER TOWN HALL - 53095 MAIN ROAD , TOWN OF SOUTHOLD,NEW YORK 11971 Fan. (631)-765-9015 Tel.(631)-765-1560 JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US OFFICE OF THE ENGINEER — TOWN OFSOUTHOLD Donald J. Wilcenski July 11, 2012 Chairman - Planning Board Town Hall, 53095 Main Road JUL 12 2012 Southold, New York 11971 Re: Platinum East Properties Site Plan 48205 Main Road, State Route 25, Southold SCTM#: 1000-69-06-03 & 04 Dear Mr. Wilcenski: As per a request from your office, I have reviewed the Site Plan for the construction of a Contractors Office&Warehouse,drawings# 1 through 5. This site plan was prepared by the office of Jeffery T. Butler, PE and has been dated 3/5/12. Please consider the following: 1. Drainage Calculations have been provided and construction details for erosion and sediment control have been indicated. These items meet the minimum requirements of Chapter 236 for Storm Water Management. 2. Silt Fencing and Straw Bale Barriers must extend along the South Westerly Property Line to stabilize the toe of slope. (See page 4 of 5) All erosion control structures must be installed prior to excavation and/or grading. 3. The test hole provided indicates that there is a thin layer of clay extending approximately 5' below grade. The Storm Drain Leaching Pool detail provided on sheet 2 of 5 indicates that all excavations for new drainage structures must extend at least 6' below and through this clay layer. Because of this condition, a field inspection by my office is required prior to any backfilling. Please contact my office (765-1560) at least 48 hours prior to excavation. 4. The entrance to the site from Lower Road between existing pavement and the property line must be constructed with asphalt to meet the minimum requirements of Town Highway Specifications. The existing edge of pavement on Lower Road must be saw-cut to provide a uniform interconnection with the new curb cut that will not interfere with existing storm water flow along the gutter line. 5. The Handicap parking shown on the plan has been indicated as a bluestone surface which does not meet ANSI Standards. The surface for these two spaces must meet ANSI requirements and the installation of these parking spaces must provide a continuous interconnection with the asphalt pavement that has been indicated in front of the building. 6. It is recommended that all building setbacks be reviewed by the Building Department. 7. The indicated Landscaping and Lighting appears to meet the minimum requirements of Town Code. Final review&approval of these items should be made by the Planning Board. If you have any questions regarding this review, please contact my office. 4ames , . Richter, R.A. cc: Peter Harris, Highway Superintenden, l,' #10795 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successfully commencing on the 2nd day of August, 2012. Principal Clerk Sworn to before me this day of LEGALNOTICE N afPublic I/�/� IVJILJIIJJJII�JJ/ NU1 FY REBYH GIVEN that, pursuant to Article XXV of the Code HRISTINA VOLINSKI of the Town of Southold,a public hear- ing will be held bythe Southold Town NOTARY PUBLIC-STATE OF NEW YORK iMaaning Boari!,at I 4411,Maip No. 01 V06106050 YloW,Southold N' , nth -I qualified in Suffolk County dt�o[Angust,20 ob itltL 7ltiestion trt tlQafollowing: My Commission EKptria F`bruaty 28, 2016 P 6:0 P.m,.Proposed Site Panffor or at 4520 6.86, Iwo A*erly "Po d,"ToYVP of Southold, Couaty�of Suffolk;State of New York.Suffolk County Tail Map Number I0bM9-6-3&4 Dated:7/1111Z BY ORDER,OftblR SOUTHOLD TOWN PLAN •NG BOARD Dohald J,Wilceoski Chairman 10.795-ST W2 • • MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD J.WILCENSKI O���F OUly�l Southold, NY 11971 Chair OFFICE LOCATION: WILLI -M J.CREMERS Town Hall Annex KENNETH L.EDWARDS co Q 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR l''COU,M Southold,NY 11 I, Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 13th day of August, 2012 on the question of the following: 6:00 p.m. Proposed Site Plan for Platinum East Properties, LLC located at 48205 NYS Route 25, t956.85' w/o Ackerly Pond Lane, Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-69-6-3 & 4 Dated: 7/11/12 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman PLEASE PRINT ONCE ON THURSDAY, AUGUST 2, 2012 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times • • Page 1 of 1 Kalin, Carol From: Candice Schott[cschott@timesreview.com] Sent: Wednesday, July 11, 2012 12:17 PM To: Kalin, Carol Subject: RE: Legal Ad for 8/2/12 Suffolk Times HI Carol, I have received the notice and we are good to go for the 8/2 issue. Thanks and have a great afternoon! Candice From: Kalin, Carol [mailto:Carol.Kalin@town.southold.ny.us] � Sent: Wednesday, July 11, 2012 8:46 AM To: tr-legals Subject: Legal Ad for 8/2/12 Suffolk Times Importance: High Please print the attached legal ad for the August 13, 2012 Planning Board Public Hearing regarding the site plan for Platinum East Properties, LLC in the August 2. 2012 edition of the Suffolk Times. An e-mail confirmation of receipt for our files will be appreciated. Thanks. Carol Kalin, Secretarial Assistant Southold Town Planning Board Southold Town Annex, 54375 NYS Rt. 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 Fax: (631)765-3136 Carol.Kalinntown.southold.nv us 7/11/2012 • • MAILING ADDRESS: PLANNING BOARD MEMBERS OF P.O. Box 1179 DONALD J.WILCENSKI O�� Q�jyOl Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS C Town Hall Annex KENNETH L.EDWARDS G @ 54375 State Route 25 JAMES H.RICH III i�O �p�� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR l��'oU rrH �'(." Southold, NY n 1, Telephone: 631 765-1936 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 13th day of August, 2012 on the question of the following: 6:00 p.m. Proposed Site Plan for Platinum East Properties, LLC located at 48205 NYS Route25, t956.85' w/o Ackerly Pond Lane, Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-69-6-3 & 4 Dated: 7/11/12 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) CAROL KALIN, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 11th day of July, 2012 she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, Southold Town Hall, 53095 Main Road, Southold, New York 8/13112 Regular Meeting: 6:00 p.m. Public Hearing for the proposed Site Plan for Platinum East Properties, LLC, SCTM#1000-69-6-3 & 4 Carol Kalin Secretary, Southold Town Planning Board Sworn to before me this day of Su�,) 2012. l Notary c NOTAR PUBLIC stMEL ate a of Nlew York No.01 D04634870 Qualified in Suffolk County Itommission Expires September 30,�0 • MAILING ADDRESS: PLANNING BOARD MEMBERS �pf so P.O. Box 1179 DONALD J.WILCENSKI O� y�l Southold, NY 11971 ChairWILLI h OFFICE LOCATION: ENNE M LJ.. EDWARDREMERS Town Hall Annex KENNETH L.EDWARDS G • 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR �y"Ourm Southold, NY IY 1, Telephone:631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 10, 2012 Mr. William Kelly 22355 Cox Lane Unit#4 Cutchogue, NY 11935 Re: Set Hearing: Proposed Site Plan for Platinum East Properties Located at 48205 NYS Rt. 25, t956.85' West of Ackerly Pond Lane, Southold SCTM#1000-69-6-3 & 4 Zoning District: (B) General Business Dear Mr. Kelly: The Southold Town Planning Board, at a meeting held on Monday, July 9, 2012, adopted the following resolution: WHEREAS, on May 2, 2012, the agent, William Kelly, submitted an application for a site plan on behalf of the applicant; and WHEREAS, this site plan is for the proposed construction of a 2,880 s.f. electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District, Southold; be it therefore RESOLVED, that the Southold Town Planning Board sets Monday, August 13, 2012 at 6:00 p.m. for a public hearing regarding the site plan for Platinum East Properties, dated March 5, 2012, prepared by Jeffrey T. Butler, P.E. Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form is enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Annex. Please return the enclosed Affidavit of Posting along with the certified mailing receipts AND the signed areen return receipt cards before 12.00 noon on Friday, August 10th. The sign and the post need to be returned to the Planning Board Office after the public hearing. Platinum East Properties Page Two July 10, 2012 If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, Donald J. Wilcenski Chairman Encls. Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-69-6-3 & 4; 3. That the property which is the subject of this application is located in the Business Zoning District; 4. That the application is for the proposed construction of a 2,880 s.f. electrical contractor office/warehouse on 0.9 acres. The property is located at 48205 Route 25, t956.85' west of Ackerly Pond Lane, Southold; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2"d FI., Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet by sending an e-mail message to: Carol.Kalin@town.southold.ny.us; 6. That a public hearing will be held on the matter by the Planning Board on Monday, August 13, 2012 at 6:00 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: Platinum East Properties, LLC Date: 7/10/12 • Platinum East Properties • 69.-6-3 &4 1. 69:6-1 2. 69:6-2 3. 69.-6-5 4. 69.-6-14 5. 69.-6-15.2 6. 69.-6-9.5 7. 69.-6-6 8. 69:6-7 9. 70:7-13 AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: Keith & Mary VonEiff, Platinum East Properties, LLC Address: 1320 Kenny's Road, Southold, NY 11971 Land Owner (if other than applicant): Kenneth R. Jr. & Deborah J. Seiferth Land Owner Address: 112 Brook Street, Garden City, NY 11530 Description of Proposed Project: This site plan is for the proposed construction of a 2,880 s f. electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District. Property Location (road and tax map#): SCTM#1000-69-6-3 & 4: 48205 Route 25 Southold Is this parcel actively farmed? Yes No X Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-69.-5-18.6: Surrey Lane, LLC, 30 Surrey Lane, Tenafly, NJ 07670 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. Applicant Signature Date AFFIDAVIT OF POSTING This is to serve notice that 1 personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 8/10/12 Re: Proposed Site Plan for Platinum East Properties, LLC SCTM#s: 1000-69-6-3 & 4 Date of Hearing: Monday, August 13, 2012, 6:00 p.m. Town of Southold PC/Codebook for Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date,place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated,proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant,petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested,posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property,nature of relief or approval involved, and date, time and place of hearing. The applicant, petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 KENNETH R. JR. & DEBORAH J . 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Sernce Agerxy r ,,,AREUF 69 E u...d.�.> —zz— ,,.,•.,.r.•... tz>f ..... n - --_._— wE x •a.•. _ '3 _. _--._._...... m r • f1 �4At.MT,6� ti 6OVTH04p T R G RF oisTa SOUTHOLD FIRE DISTRICT P.O. BOX 908. SOUTHOLD, N.Y. 11971 (631) 765-4305 FAX (631) 765-5076 June 27, 2012 Jt1H 2 g 2012 Mr. Brian A. Cummings, Planner Southold Town Planning Board P.O. Box 1179 Southold, NY 11971 Re: Site Plan for Platinum East Properties, LLC Dear Mr. Cummings: Please be advised that the Board of Fire Commissioners have reviewed the above mentioned site plan application and found that there is adequate fire protection for this property. The Board would like to reserve the right to review the above site plan if any changes occur to this property or to other property in the immediate area. Sincerely, of A. Miller Fire District Secretary MAILING ADDRESS: PLANNING BOARD MEMBERS �pf.S0 P.O. Box 1179 DONALD J.WILCENSKI !�i� �l Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G Q 54375 State Route 25 JAMES A.RICH III � ,,p``�� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR l�('ou �r Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planner Date: June 21, 2012 Re: Site Plan for Platinum East Properties, LLC Located at 48205 NYS Route 25, ±956.85' west of Ackerly Pond La., Southold SCTM#1000-69-6-3 & 4 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This site plan is for the proposed construction of a 2,880 s.f. electrical contractor officetwarehouse on 0.9 acres in the General Business (B) Zoning District. Thank you for your cooperation. • MAILING ADDRESS: PLANNING BOARD MEMBERS QF suer P.O. Box 1179 DONALD J.WILCENSKI O�� yQl Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hal]Annex KENNETH L.EDWARDS G Q 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR QIiYCOU Southold, NY Telephone: 631 765-1938 Fax:631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Damon Rallis, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planne� Date: June 21, 2012 Re: Site Plan for Platinum East Properties Located at 48205 NYS Route 25, ±956.85' west of Ackerly Pond La., Southold SCTM#1000-69-6- 3 & 4 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This site plan is for the proposed construction of a 2,880 s.f. electrical contractor officetwarehouse on 0.9 acres in the General Business (B) Zoning District, Southold. Thank you for your cooperation. • • MAILING ADDRESS: PLANNING BOARD MEMBERS �pF SOUIy P.O.Box 1179 DONALD J.WILCENSKI h0� �l0 Southold, NY 11971 Chair .IL * OFFICE LOCATION: WILLIAM J.CREMERS T Town Hall Annex Cn KENNETH L.EDWARDS � _ 54375 State Route 25 JAMES H.RICH III it (cor. Main Rd.&Youngs Ave.) MARTIN H.SIDOR Ovum� Southold, NY 11 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Plannea� Date: June 21, 2012 Re: Site Plan for Platinum East Properties Located at 48205 NYS Route 25, ±956.85' west of Ackerly Pond La., Southold SCTM#1000-69-6-3 & 4 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This site plan is for the proposed construction of a 2,880 s.f. electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District. Thank you for your cooperation. Encls: Site Plan Application Site Plan • • MAILING ADDRESS: PLANNING BOARD MEMBERS rjF S0 P.O. Box 1179 DONALD J.WILCENSKI ���� yQIO Southold, NY 11971 ChairT/, OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex CA KENNETH L.EDWARDS • �� 54375 State Route 25 JAMES H.RICH III wa (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR I�C�Un 1 1��(.` Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Plannep\ Date: June 21, 2012 Re: Site Plan for Platinum East Properties, LLC Located at 48205 NYS Route 25, t956.85' west of Ackerly Pond La., Southold SCTM#1000-69-6-3 & 4 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This site plan is for the proposed construction of a 2,880 s.f. electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District. Thank you for your cooperation. • • MAILING ADDRESS: PLANNING BOARD MEMBERS ` (JF S Q P.O. Box 1179 DONALD J.WILCENSKI O�� UlyOI Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS C Town Hall Annex KENNETH L.EDWARDS G Q 54375 State Route 25 JAMES H.RICH III '�� �� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR Iycoulm Southold, NY IY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, Planner Date: June 21, 2012 Re: Site Plan for Platinum East Properties Application Name: Platinum East Properties, LLC Tax Map Number: 1000-69-6-3 & 4 Location: 48205 NYS Rt. 25, Southold Type of Application: Sketch Subdivision Map (Dated: ) Preliminary Subdivision Map (Dated: ) Final Subdivision Map (Dated: ) Road Profiles (Dated: ) Grading and Drainage Plans (Dated: ) Other (Dated: ) l Site Plan (Dated: ) Revised Site Plan (Dated: 3/5/12) Grading and Drainage Plans (Dated: ) Other (AS BUILT) (Dated: ) Project Description: This site plan is for the proposed construction of a 2,880 s.f. electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District. Additional Comments: Thank you for your cooperation. MAILING ADDRESS: PLANNING BOARD MEMBERS pF SOUIy P.O.Box 1179 DONALD J.WILCENSKI Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS 54375 State Route 25 JAMES H.RICH III Q� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR yCt7Un 1, Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, Planner Date: June 21, 2012 Re: Site Plan Application Review— • Request for comments pursuant to Southold Town Code §280-131. • SEQR Lead Agency request • Coordinated review under SEQR The purpose of this request is to seek comments from your agency. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. r Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Project Name: Platinum East Properties, LLC Address: 48205 NYS Rt. 25, Southold Tax Map #: 1000-69-6-3 & 4 Requested Action: This site plan is for the proposed construction of a 2,880 s.f. electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Environmental Assessment Form 2 • • MAILING ADDRESS: PLANNING BOARD MEMBERS o P.O. Box 1179 DONALD J.WILCENSKI �Ov`�OF UTyOI� Southold, NY 11971 ,IL .IL air OFFICE LOCATION: WILLIAM J.CREMERS T T Town Hall Annex KENNETH L.EDWARDS G Q 54375 State Route 25 JAMES H.RICH III ,,p�� (cor. Main Rd. &Youngs Ave. MARTIN H.SIDOR l�{COU'M �`(.� Southold, NY n 11 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 21, 2012 Ms. Carol Miller c/o Southold Fire District P.O. Box 908 Southold, NY 11971 Re: Request for review on: Site Plan for Platinum East Properties, LLC Located at 48205 NYS Route 25, t956.85' west of Ackerly Pond La., Southold SCTM#1000-69-6-3 & 4 Dear Ms. Miller: The enclosed site plan application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This site plan is for the proposed construction of a 2,880 s.f. electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, Brian Cummings Planner Encls.: Site Plan Application Site Plan Building Specifications Submission Without a Cover Letter Sender: Lf�� Subject: Z14 SCTM#: 1000 - C )6Cl — 4 C)Oq , ()C�) Date: 6-2-9_ IZ Comments: MAY 2 9 2012 THIS FORM CONFORMS TO THE RESIDENTIAL CONTRACT OF SALE(NY-010) ATTORNEYS PLEASE NOTE: This document has been prepared on a computer-generated form containing text and punctuation identical to Blumberg's standard form A125. All deletions from the standard form have been indicated by a s,r;,tiw,er-. All additions to the standard form are underlined and/or Bolded. Jointly prepared by the Real Property Sections of the New York State Bar Association, the New York State Land Title Association, the Committee on Real Propreny Law of the Association of the Bar of the City of New York and the Conunwee on Real Property Low of the New York County Lawyer's Association.(11/00) WARNING: NO REPRESENTATION IS MADE THAT THIS FORM OF CONTRACT FOR THE SALE AND PURCHASE OF REAL ESTATE COMPLIES WITH SECTION 5-702 OF THE GENERAL OBLIGATIONS LAW("PLAIN LANGUAGE"). THIS IS A LEGALLY BINDING CONTRACT. IF NOT FULLY UNDERSTOOD, WE RECOMMEND ALL PARTIES TO THE CONTRACT CONSULT AN ATTORNEY BEFORE SIGNING. NOTE: FIRE AND CASUALTY LOSSES AND CONDEMNATION This contract form does not provide for what happens in the event of fire, or other casualty loss or cogdemnation before the title closing. Unless different provision is made in this contract, Section 5-1311 of the General Obligations Law will apply. One part of that law makes a Purchaser responsible for fire and casualty loss upon taking possession of the Premises before the title closing. RESIDENT CONTRACT OF SALE Contract of Sale made as of 4,u"tr 2011 BETWEEN Deborah J. Seiferth (as to SCTM 1000-069-06-004.00) and Kenneth R. Seiferth (as to SCTM 1000-069-06- 003.00) Address: 112 Brook Street, Garden City, NY 11530 and Social Security Number/Fed. I. D. No(s): hereinafter called "Seller" and Keith Von Eiff Address: 1320 Kenny Road, Southold, NY 11971 Social Security Number/Fed. I. D. No(s): hereinafter called "Purchaser." The parties hereby agree as follows: 1. Premises. Seller shall sell and convey and Purchaser shall purchase the property, together with all buildings and improvements thereon (collectively the "Premises"), more fully described on a separate page marked "Schedule A," annexed hereto and made a part hereof and also known as: Street Address: 47070 and 48205 Route 25, Southold, NY 11971 Tax Map Designation: 1000-069.00-06.00004.000 and 1000-069.00-06.00-003.000 Together with Seller's ownership and rights, if any, to land lying in the bed of any street or highway, opened or proposed, adjoining the Premises to the center line thereof, including any right of Seller to any unpaid award by reason of any taking by condemnation and/or for any damage to the Premises by reason of change of grade of any street or highway. Seller shall deliver at no additional cost to Purchaser, at Closing (as hereinafter defined), or thereafter, on demand, any documents that Purchaser may reasonably require for the conveyance of such title and the assignment and collection of such award or damages. 2. d ' des NYSBA PRACTICE FORMS 11/00 RET006 -1- and-"Stallat}FlTw will to wEtH Y 6 l ,.t a eXuea below eezer an i3remises and all in "as is" eandi as _:�.,. ., r �, 3. Purchase Price. The purchase price is $140,000.00 payable as follows: (a) on the signing of this contract, by Purchaser's check payable to the Escrowee (as hereinafter defined), subject to collection, the receipt of which is hereby acknowledged, to be held in escrow pursuant to paragraph 6 of this contract (the "Downpayment"): $14,000.00 (b) by allowance for the principal amount unpaid on the existing mortgage on the date hereof, payment of which Purchaser shall assume by joinder in the deed: (c) by a purchase money note and mortgage from Purchaser to Seller: (d) balance at Closing in accordance with paragraph 7: $126,000.00 4. Existing Mortgage. (Delete if inapplicable) v�hieli me! raw amounts, if any—, prine�tl�etag-due-and�ayable e -dixtyrnents afe made an V the afnattfit Show warrants that the ftrnauftt _r 5. Purchase Money Mortgage. (Delete if inapplicable shall exee RET006 11100 NYSBA PRACTICE FORMS 3/98 thereof shall not a ter or 6. Downpayment in Escrow. (a) Seller's attorney ("Escrowee") shall hold the Downpayment in escrow in a segregated bank account until Closing or sooner termination of this contract and shall pay over or apply the Downpayment in accordance with the terms of this paragraph. Escrowee shall hold the Downpayment in a(n) NON interest-bearing account for the benefit of the parties. If interest is held for the benefit of the parties, it shall be paid to the party entitled to the Downpayment and the party receiving the interest shall pay any income taxes thereon. If interest is not held for the benefit of the parties, the Downpayment shall be placed in an IOLA account or as otherwise permitted or required by law. The Social Security or Federal Identification numbers of the parties shall be furnished to Escrowee upon request. At Closing, the Downpayment shall be paid by Escrowee to Seller. If for any reason Closing does not occur and either party gives Notice (as defined in paragraph 25) to Escrowee demanding payment of the Downpayment, Escrowee shall give prompt Notice to the other party of such demand. If Escrowee does not receive Notice of objection from such other party to the proposed payment within 10 business days after the giving of such Notice, Escrowee is hereby authorized and directed to make such payment. If Escrowee does receive such Notice of objection within such 10 day period or if for any other reason Escrowee in good faith shall elect not to make such payment, Escrowee shall continue to hold such amount until otherwise directed by Notice from the parties to this contract or a final, nonappealable judgment, order or decree of a court. However, Escrowee shall have the right at any time to deposit the Downpayment and the interest thereon with the clerk of a court in the county in which the Premises are located and shall give Notice of such deposit to Seller and Purchaser. Upon such deposit or other disbursement in accordance with the terms of this paragraph, Escrowee shall be relieved and discharged of all further obligations and responsibilities hereunder. (b) The parties acknowledge that, Escrowee is acting solely as a stakeholder at their request and for their convenience and that Escrowee shall not be liable to either party for any act or omission on its part unless taken or suffered in bad faith or in willful disregard of this contract or involving gross negligence on the part of Escrowee. Seller and Purchaser jointly and severally (with right of contribution) agree to defend (by attorneys selected by Escrowee), indemnify and hold Escrowee harmless from and against all costs, claims and expenses (including reasonable attorneys' fees) incurred in connection with the performance of Escrowee's duties hereunder, except with respect to actions or omissions taken or suffered by Escrowee in bad faith or in willful disregard of this contract or involving gross negligence on the part of Escrowee. (c) Escrowee may act or refrain from acting in respect of any matter referred to herein in full reliance upon and with the advice of counsel which may be selected by it (including any member of its firm) and shall be fully protected in so acting or refraining from acting upon the advice of such counsel. (d) Escrowee acknowledges receipt of the Downpayment by check subject to collection and Escrowee's agreement to the provisions of this paragraph by signing in the place indicated on the signature page of this contract. (e) Escrowee or any member of its firm shall be permitted to act as counsel for Seller in any dispute as to the disbursement of the Downpayment or any other dispute between the parties whether or not Escrowee is in possession of the Downpayment and continues to act as Escrowee. (f) The party whose attorney is Escrowee shall be liable for loss of the Downpayment. 7. Acceptable Funds. All money payable under this contract, unless otherwise specified, shall be paid by: (a) Cash, but not over $1,000.00; (b) Good certified check of Purchaser drawn on or official check issued by any bank, savings bank, trust company or savings and'loan association having a banking office in the State of New York, unendorsed and payable to the order of Seller, or as Seller may otherwise direct upon not less than 3 business days notice (by telephone or otherwise) to Purchaser; NYSBA PRACTICE FORMS 11/00 RET006 .3- (c) As to money other than the purchase price payable to Seller at Closing; uncertified check of Purchaser up to the amount of$500.00; and (d) As otherwise agreed to in writing by Seller or Seller's attorney. 8. Mortgage Commitment Contingency. (Delete paragraph if inapplicable. For explanation, see Notes on Mortgage Commitment Contingency Clause.) (a) The obligation of Purchaser to purchase under this contract is conditioned upon issuance, on or before 45 days after a fully executed copy of this contract is given to Purchaser or Purchaser's attorney in the manner set forth in paragraph 25 or subparagraph 80) (the "Commitment Date"), of a written commitment from an Institutional Lender pursuant to which such Institutional Lender agrees to make a first mortgage loan, other than a VA, FHA or other governmentally insured loan, to Purchaser, at Purchaser's sole cost and expense, of$187,000.00 for a term of at least 30 years (or such lesser sum or shorter term as Purchaser shall be willing to accept) at the prevailing fixed or adjustable rate of interest and on other customary commitment terms (the "Commitment"). To the extent a Commitment is conditioned on the sale of Purchaser's current home, payment of any outstanding debt, no material adverse change in Purchaser's financial condition or any other customary conditions, Purchaser accepts the risk that such conditions may not be met; however, a commitment conditioned on the Institutional Lender's approval of an appraisal shall not be deemed a "Commitment" hereunder until an appraisal is approved (and if that does not occur before the Commitment Date, Purchaser may cancel under subparagraph 8(e) unless the Commitment Date is extended). Purchaser's obligations hereunder are conditioned only on issuance of a Commitment. Once a Commitment is issued, Purchaser is bound under this contract even if the lender fails or refuses to fund the loan for any reason due to purchasers default. (b) Purchaser shall (i) make prompt application to one or, at Purchaser's election, more than one Institutional Lender for such mortgage loan, (ii) furnish accurate and complete information regarding Purchaser and members'of Purchaser's family, as required, (iii) pay all fees, points and charges required in connection with such application and loan, (iv) pursue such application with diligence, and (v) cooperate in good faith with such Institutional Lender(s) to obtain a Commitment. Purchaser shall accept a Commitment meeting the terms set forth in subparagraph 8(a) and shall comply with all requirements of such Commitment (or any other commitment accepted by Purchaser). Purchaser shall furnish Seller with a copy of the Commitment promptly after receipt thereof. (c) (Delete this subparagraph if inapplicable) Prompt submission by Purchaser of an application to a mortgage broker registered pursuant to Article 12-D of the New York Banking Law ("Mortgage Broker") shall constitute full compliance with the terms and conditions set forth in subparagraph 8(b)(i), provided that such Mortgage Broker promptly submits such application to such Institutional Lender(s). Purchaser shall cooperate in good faith with such Mortgage Broker to obtain a Commitment from such Institutional Lender(s). (d) If all Institutional Lenders to whom applications were made deny such applications in writing prior to the Commitment Date, Purchaser may cancel this contract by giving Notice thereof to Seller, with a copy of such denials, provided that Purchaser has complied with all its obligations under this paragraph 8. (e) If no Commitment is issued by the Institutional Lender on or before the Commitment Date, then, unless Purchaser has accepted a written commitment from an Institutional Lender that does not conform to the terms set forth in subparagraph 8(a), Purchaser may cancel this contract by giving Notice to Seller within 5 business days after the Commitment Date, provided that such Notice includes the name and address of the Institutional Lender(s) to whom application was made and that Purchaser has complied with all its obligations under this paragraph 8. (f) If this contract is canceled by Purchaser pursuant to subparagraphs 8(d) or (e), neither party shall thereafter have any further rights against, or obligations or liabilities to, the other by reason of this contract, except that the Downpayment shall be promptly refunded to Purchaser and except as set forth in paragraph 27. (g) If Purchaser fails to give timely Notice of cancellation or if Purchaser accepts a written commitment from an Institutional Lender that does not conform to the terms set forth in subparagraph REToo6 11/oo NYSBA PRACTICE FORMS 3/98 8(a), then Purchaser shall be deemed to have waived Purchaser's right to cancel this contract and to receive a refund of the Downpayment by reason of the contingency contained in this paragraph 8. (h) If Seller has not received a copy of a commitment from an Institutional Lender accepted by Purchaser by the Commitment Date, Seller may cancel this contract by giving Notice to Purchaser within 5 business days after the Commitment Date, which cancellation shall become effective unless Purchaser delivers a copy of such commitment to Seller within 10 business days after the Commitment Date. After such cancellation neither party shall have any further rights against, or obligations or liabilities to, the other by reason of this contract, except that the Downpayment shall be promptly refunded to Purchaser (provided Purchaser has complied with all its obligations under this paragraph 8) and except as set forth in paragraph 27. (i) For purposes of this contract, the term "Institutional Lender" shall mean any bank, savings bank, private banker, trust company, savings and loan association, credit union or similar banking institution whether organized under the laws of this state, the United States or any other state; foreign banking corporation licensed by the Superintendent of Banks of New York or regulated by the Comptroller of the Currency to transact business in New York State; insurance company duly organized or licensed to do business in New York State; mortgage banker licensed pursuant to Article 12-D of the Banking Law; and any instrumentality created by the United States or any state with the power to make mortgage loans. (j) For purposes of subparagraph 8(a), Purchaser shall be deemed to have been given a fully executed copy of this contract on the third business day following the date of ordinary or regular mailing, postage prepaid. (k) Seller understands that Purchaser will be applying for a construction loan to finance the purchase of the land and the building of a 48 x 60 foot commercial building to be used an an office and for equipment storage. 9. Permitted Exceptions. The Premises are sold and shall be conveyed subject to: (a) Zoning and subdivision laws and regulations, and landmark, historic or wetlands designation, provided that they are not violated by the existing buildings and improvements erected on the property or their use; (b) Consents for the erection of any structures on, under or above any streets on which the Premises abut; (c) Encroachments of stoops, areas, cellar steps, trim and cornices, if any, upon any street or highway; (d) Real estate taxes that are a lien, but are not yet due and payable; and (e) The other matters, if any, including a survey exception, set forth in a Rider attached. 10. Governmental Violations and Orders. (a) Seller shall comply with all notes or notices of violations of law or municipal ordinances, orders or requirements noted or issued as of the date hereof by any governmental department having authority as to lands, housing, buildings, fire, health, environmental and labor conditions affecting the Premises. The Premises shall be conveyed free of them at Closing. Seller shall furnish Purchaser with any authorizations necessary to make the searches that could disclose these matters. S"'�r-at-o-Ix=�ne-�lesing- 11. Seller's Representations. (a) Seller represents and warrants to Purchaser that: (i) The Premises abut or have a right of access to a public road; (ii) Seller is the sole owner of the Premises and has the full right, power and authority to sell, convey and transfer the same in accordance with the terms of this contract; (iii) Seller is not a "foreign person," as that term is defined for purposes of the Foreign Investment in Real Property Tax Act, Internal Revenue Code ("IRC") Section 1445, as amended, and the regulations promulgated thereunder (collectively "FIRPTA"); (iv) The Premises are not affected by any exemptions or abatements of taxes. (v) Seller has been known by no other name for the past ten years, except NONE NYSBA PRACTICE FORMS 11/o0 RET006 -5- (b) Seller covenants and warrants that all of the representations and warranties set forth in this contract shall be true and correct at Closing. (c) Except as otherwise expressly set forth in this contract, none of Seller's covenants, representations, warranties or other obligations contained in this contract shall survive Closing. 12. Condition of Property. Purchaser acknowledges and represents that Purchaser is fully aware of the physical condition and state of repair of the Premises and of all other property included in this sale, based on Purchaser's own inspection and investigation thereof, and that Purchaser is entering into this contract based solely upon such inspection and investigation and not upon any information, data, statements or representations, written or oral, as to the physical condition, state of repair, use, cost of operation or any other matter related to the Premises or the other property included in the sale, given or made by Seller or its representatives, and shall accept the same "as is" in their present condition and state of repair, subject to reasonable use, wear, tear and natural deterioration between the date hereof and the date of closing without any reduction in the purchase price or claim of any kind for any change in such condition by reason thereof subsequent to the date of this contract. Purchaser and its authorized representatives shall have the right, at reasonable times and upon reasonable notice (by telephone or otherwise) to Seller, to inspect the Premises before Closing. 13. Insurable Title. Seller shall give and Purchaser shall accept such title as any recognized title company or abstract company with ACTUAL OFFICES IN THE STATE OF NEW YORK shall be willing to approve and insure in accordance with its standard form of title policy approved by the New York State Insurance Department, subject only to the matters provided for in this contract. 14. Closing, Deed and Title. (a) "Closing" means the settlement of the obligations of Seller and Purchaser to each other under this contract, including the payment of the purchase price to Seller, and the delivery to Purchaser of a Bargain & Sale with covenants against grantors acts deed in proper statutory short form-for record, duly executed and acknowledged, so as to convey to Purchaser fee simple title to the Premises, free of all encumbrances, except as otherwise herein stated. The deed shall contain a covenant by Seller as required by subd. 5 of Section 13 of the Lien Law. (b) If Seller is a corporation, it shall deliver to Purchaser at the time of Closing (i) a resolution of its Board of Directors authorizing the sale and delivery of the deed, and (ii) a certificate by the Secretary or Assistant Secretary of the corporation certifying such resolution and setting forth facts showing that the transfer is in conformity with the requirements of Section 909 of the Business Corporation Law. The deed in such case shall contain a recital sufficient to establish compliance with that Section. 15. Closing Date and Place. Closing shall take place at the law office of Olsen & Olsen, 32495 Main Road (P O.Box 706) Cutchogue NY 11935 at 10 00 A.M. o'clock on OR ABOUT 15 day from the Issuance of a Buildm Permit. 16. Conditions to Closing. This contract and Purchaser's obligation to purchase the Premises are also subject to and conditioned upon the fulfillment of the following conditions precedent: (a) The accuracy, as of the date of Closing, of the representations and warranties of Seller made in this contract. buildian at he clsir ^,_ (c) The delivery by Seller to Purchaser of a certification stating that Seller is not a foreign person, which certification shall be in the form then required by FIRPTA. If Seller fails to deliver the aforesaid certification or if Purchaser is not entitled under FIRPTA to rely on.such certification, Purchaser shall deduct and withhold from the purchase price a sum equal to 10% thereof(or any lesser amount permitted by law) and shall at Closing remit the withheld amount with the required forms to the Internal Revenue Service. (d) The delivery of the Premises and all buildings(s) and improvements comprising a part thereof in broom clean condition, vacant and free of leases or tenancies, together with keys to the Premises. RET006 11100 NYSBA PRACTICE FORMS 3198 111-�Elesing-: (f) If the Premises are a one or two family house, delivery by the parties at Closing of affidavits in compliance with state and local law requirements to the effect that there is installed in the Premises a smoke detecting alarm device or devices. deed.(g) The delivery by the parties of any other affidavits required as a condition of recording the 17. Deed Transfer and Recording Taxes. At Closing, certified or official bank checks payable to the order of the appropriate State, City or County officer in the amount of any applicable transfer and/or recording tax payable by reason of the delivery or recording of the deed or mortgage, if any, shall be delivered by the party required by law or by this contract to pay such transfer and/or recording tax, together with any required tax returns duly executed and sworn to, and such party shall cause any such checks and returns to be delivered to the appropriate officer promptly after Closing. The obligation to pay any additional tax or deficiency and any interest or penalties thereon shall survive Closing. 18. Apportionments and Other Adjustments; Water Meter and Installment Assessments. (a) To the extent applicable, the following shall be apportioned as of midnight of the day before the day of Closing: (i) taxes, water charges and sewer rents, on the basis of the lien €fiscal period for which assessed (December 1 to November 30"); (b) If Closing shall occur before a new tax rate is fixed, the apportionment of taxes shall be upon the basis of the tax rate for the immediately preceding fiscal period applied to the latest assessed valuation. (c) If there is a water meter on the Premises, Seller shall furnish a reading to a date not more than 30 days before Closing and the unfixed meter charge and sewer rent, if any, shall be apportioned on the basis of such last reading. (d) If at the date of Closing the premises are affected by an assessment which is or may become payable in annual installments, and the first installment is then a lien, or has been paid, then for the purposes of this contract all the unpaid installments shall be considered due and shall be paid by Seller at or prior to Closing. (e) Any errors or omissions in computing apportionments or other adjustments at Closing shall be corrected within a reasonable time following Closing. This subparagraph shall survive Closing. 19. Allowance for Unpaid Taxes, etc. Seller has the option to credit Purchaser as an adjustment to the purchase price with the amount of any unpaid taxes, assessments, water charges and sewer rents, together with any interest and penalties thereon to a date not less than five business days after Closing, provided that official bills therefor computed to said date are produced at Closing. 20. Use of Purchase Price to Remove Encumbrances. If at Closing there are other liens or encumbrances that Seller is obligated to pay or discharge, Seller may use any portion of the cash balance of the purchase price to pay or discharge them, provided Seller shall simultaneously deliver to Purchaser at Closing instruments in recordable form and sufficient to satisfy such liens or encumbrances of record, together with the cost of recording or filing said instruments. As an alternative Seller may deposit sufficient moneys with the title insurance company employed by company will insure Purchaser's title clear of the matters or insure against their enforcement Purchaser acceptable to and required by it to assure their discharge, but only if the title insurance the Premises and will insure Purchaser's Institutional Lender clear of such matters. Upon noti out of ce (by telephone or otherwise), given not less than 3 business days before Closing, Purchaser shall provide separate certified or official bank checks as requested to assist in clearing up these matters. 21. Title Examination; Seller's Inability to Convey; Limitations of Liability. (a) Purchaser shall order an examination of title in respect of the Premises from a title company licensed or authorized to issue title insurance by the New York State Insurance Department or any agent for such title company Promptly after the execution of this contract or, if this contract is subject to the mortgage contingency set forth in paragraph 8, after a mortgage commitment has been accepted by Purchaser. Purchaser shall cause a copy of the title report and of any additions thereto to be delivered to the attorney(s) for Seller promptly after receipt thereof. (b)(i) If at the date of Closing Seller is unable to transfer title to Purchaser in accordance with this contract, or Purchaser has other valid grounds for refusing to close, whether by reason of liens, NYSBA PRACTICE FORMS 11/0o RET006 -7- encumbrances or other objections to title or otherwise (herein collectively called "Defects"), other than those subject to which Purchaser is obligated to accept title hereunder or which Purchaser may have waived and other than those which Seller has herein expressly agreed to remove, remedy or discharge and if Purchaser shall be'unwilling to waive the same and to close title without abatement of the purchase price, then, except as hereinafter set forth, Seller shall have the right, at Seller's sole election, either to take such action as Seller may deem advisable to remove, remedy, discharge or comply with such Defects or to cancel this contract; (ii) if Seller elects to take action to remove, remedy or comply with such Defects, Seller shall be entitled from time to time, upon Notice to Purchaser, to adjourn the date for Closing hereunder for a period or periods not exceeding 60 days in the aggregate (but not extending beyond the date upon which Purchaser's mortgage commitment, if any, shall expire), and the date for Closing shall be adjourned to a date specified by Seller not beyond such period. If for any reason whatsoever, Seller shall not have succeeded in removing, remedying or complying with such Defects at the expiration of such adjournment(s), and if Purchaser shall still be unwilling to waive the same and to close title without abatement of the purchase price, then either party may cancel this contract by Notice to the other given within 10 days after such adjourned date; (iii) notwithstanding the foregoing, the existing mortgage (unless this sale is subject to the same) and any matter created by Seller after the date hereof shall be released, discharged or otherwise cured by Seller at or prior to Closing. (c) If this contract is cancelled pursuant to its terms, other than as a result of Purchaser's default, this contract shall terminate and come to an end, and neither party shall have any further rights, obligations or liabilities against or to the other hereunder or otherwise, except that: (i) Seller shall promptly refund or cause the Escrowee to refund the Downpayment to Purchaser and, unless cancelled as a result of Purchaser's default or pursuant to paragraph 8, to reimburse Purchaser for the net cost of examination of title, including any appropriate additional charges related thereto, and the net cost, if actually paid or incurred by Purchaser, for updating the existing survey of the Premises or of a new survey, and (ii) the obligations under paragraph 27 shall survive the termination of this contract. 22. Affidavit as to Judgments, Bankruptcies, etc. If a title examination discloses judgments, bankruptcies or other returns against persons having names the same as or similar to that of Seller, Seller shall deliver an affidavit at Closing showing that they are not against Seller. 23. Defaults and Remedies. (a) If Purchaser willfully defaults hereunder, Seller's sole remedy shall be to receive and retain the Downpayment as liquidated damages, it being agreed that Seller's damages in case of Purchaser's default might be impossible to ascertain and that the Downpayment constitutes a fair and reasonable amount of damages under the circumstances and is not a penalty. (b) If Seller defaults hereunder, Purchaser shall have such remedies as Purchaser shall be entitled to at law or in equity, including, but not limited to, specific performance. 24. Purchaser's Lien. All money paid on account of this contract, and the reasonable expenses of examination of title to the Premises and of any survey and survey inspection charges, are hereby made liens on the Premises, but such liens shall not continue after default by Purchaser under this contract. 25. Notices. Any notice or other communication ("Notice") shall be in writing and either (a) sent by either of the parties hereto or by their respective attorneys who are hereby authorized to do so on their behalf or by the Escrowee, by registered or certified mail, postage prepaid, or (b) delivered in person or by overnight courier, with receipt acknowledged, to the respective addresses given in this contract for the party and the Escrowee, to whom the Notice is to be given, or to such other address as such party or Escrowee shall hereafter designate by Notice given to the other party or parties and the Escrowee pursuant to this paragraph. Each Notice mailed shall be deemed given on the third business day following the date of mailing the same, except that any notice to Escrowee shall be deemed given only upon receipt by Escrowee and each Notice delivered in person or by overnight courier shall be deemed given when delivered. (c) OR VIA FACSIMILE to the party's attorney. Each Notice by fax shall be deemed given when transmission is confirmed by the sender's fax machine. A copy of each Notice sent to a party shall also be sent to the party's attorney. The attorneys for the parties are hereby authorized to give and receive on behalf of their clients all Notices and deliveries. This contract may be delivered as provided above or by ordinary mail. 26. No Assignment. This contract may not be assigned by Purchaser without the prior written consent of Seller in each instance and any purported assignment(s) made without such consent shall be RET006 11/00 NYSBA PRACTICE FORMS 3/98 void other to a corporation or an LLC that the purchaser is a primary member of as long as doing.so does not inferere with purchaser's mortgage commitment. 27. Broker. Seller and Purchaser each represents and warrants to the other that it has not dealt with any real estate broker in connection with this sale other than Daniel Gale Sotheby's ("Broker") and Seller shall pay Broker any commission earned pursuant to a separate agreement between Seller and Broker. Seller and Purchaser shall indemnify and defend each other against any costs, claims and expenses, including reasonable attorneys' fees, arising out of the breach on their respective parts of any representation or agreement contained in this paragraph. The provisions of this paragraph shall survive Closing or, if Closing does not occur, the termination of this contract. 28. Miscellaneous. (a) All prior understandings, agreements, representations and warranties, oral or written, between Seller and Purchaser are merged in this contract; it completely expresses their full agreement and has been entered into after full investigation, neither party relying upon any statement made by anyone else that is not set forth in this contract. (b) Neither this contract nor-any provision thereof may be waived, changed or cancelled except in writing. This contract shall also apply to and bind the heirs, distributees, legal representatives, successors and permitted assigns of the respective parties. The parties hereby authorize their respective attorneys to agree in writing to any changes in dates and time periods provided for in this contract. (c) Any singular word or term herein shall also be read as in the plural and the neuter shall include the masculine and feminine gender, whenever the sense of this contract may require it. (d) The captions in this contract are for convenience of reference only and in no way define, limit or describe the scope of this contract and shall not be considered in the interpretation of this contract or any provision hereof. (e) This contract shall not be binding or effective until duly executed and delivered by Seller and Purchaser. (f) Seller and Purchaser shall comply with IRC reporting requirements, if applicable. This subparagraph shall survive Closing. (g) Each party shall, at any time and from time to time, execute, acknowledge where appropriate and deliver such further instruments and documents and take such other action as may be reasonably requested by the other in order to carry out the intent and purpose of this contract. This subparagraph shall survive Closing. (h) This contract is intended for the exclusive benefit of the parties hereto and, except as otherwise expressly provided herein, shall not be for the benefit of, and shall not create any rights in, or be enforceable by, any other person or entity. IN WITN SS WHE t is contract has been duly executed by the parties hereto. Deborah J. t �V Seller Keith Von E f Purchaser nne h . Seiferth Seller Purchaser Attorney for Seller: Attorney for Purchaser: Aliazzo, McClosky & Gonzales, LLP Olsen & Olsen, LLP 94-03 101" Avenue 32495 Main Road Ozone Park, NY 11416 (P.O.Box 706): Tel: 718-845-4444 Fax: 718-738-2255 Cutchogue NY 11935 Tel.:631-734-7666 Fax:631-734-7712 Receipt of the Downpayment is acknowledged and the undersigned agrees to act in accordance with the provisions of paragraph 6 above. AGojq — Escrowee NYSBA PRACTICE FORMS 11/00 RET006 -9- NOTES ON MODEL MORTGAGE COMMITMENT CONTINGENCY CLAUSE for RESIDENTIAL CONTRACT OF SALE 1. WARNING: the mortgage commitment contingency clause for the Residential Contract of Sale is a bar association form that attempts to provide a mechanism that makes the rights and obligations of the parties clear in sales of residences in ordinary circumstances. It should be reviewed carefully by Seller and Purchaser and their attorneys in each and every transaction to make sure that all the provisions are appropriate for that transaction. Negotiated modifications should be made whenever necessary. 2. Under the clause, the obligation of Purchaser to purchase under the contract of sale is contingent on Purchaser's obtaining a mortgage commitment letter from an Institutional Lender within the number of days specified for the amount specified. This refers to calendar days. Seller's attorney should state his/her calculation of the Commitment Date in the letter delivering the executed contract to Purchaser's attorney, to prevent confusion later. Purchaser should promptly confirm or correct that date. In applying for a loan, Purchaser should inform its lender of the scheduled date of closing in the contract and request that the expiration date of the commitment occur after the scheduled date of closing. Purchaser must comply with deadlines and pursue the application in good faith. The commitment contingency is satisfied by issuance of a commitment in the amount specified on or before the Commitment Date, unless the commitment is conditioned on approval of an appraisal. If the commitment is conditioned on approval of an appraisal and such approval does not occur prior to the Commitment Date, Purchaser should either cancel the contract or obtain an extension of the Commitment Date. If the commitment is later withdrawn or not honored, Purchaser runs the risk of being in default under the contract of sale with Seller. 3. If there are loan terms and conditions that are required or would not be acceptable to Purchaser, such as the interest rate, term of the loan, points, fees or a condition requiring sale of the current home, those terms and conditions should be specified in a rider. 4. This clause assumes that initial review and approval of Purchaser's credit will occur before the commitment letter is issued. Purchaser should confirm with the lender that this is the case before applying for the commitment. 5. If, as has been common, the commitment letter itself is conditioned on sale of Purchaser's home or payment of any outstanding debt or no material adverse change in Purchaser's financial condition, such a commitment will satisfy the contract contingency nonetheless, and Purchaser will take the risk of fulfilling those commitment conditions, including forfeiture of the downpayment if Purchaser defaults on its obligation to close. Under New York case law, a defaulting purchaser may not recover any part of the downpayment, and Seller does not have to prove any damages. If Purchaser is not willing to take that risk, the clause must be modified accordingly. 6. Purchaser may submit an application to a registered mortgage broker instead of applying directly to an Institutional Lender, 7. This clause allows Seller to cancel if a commitment is not accepted by Purchaser by the Commitment Date, unless Purchaser timely supplies a copy of the commitment, to allow Seller the option to avoid having to wait until the scheduled date of closing to see if Purchaser will be able to close. Seller may prefer to cancel rather than to wait and settle for forfeiture of the downpayment if Purchaser defaults. Because of Seller's right to cancel, Purchaser may not waive this contingency clause. This clause means that Purchaser is subject to cancellation by Seller even if Purchaser is willing to risk that he/she will obtain the Commitment after the Commitment Date. Some Purchasers may not want to be subject to such cancellation by Seller. RET006 11/00 NYSBA PRACTICE FORMS 3/98 8. Purchaser may want to add to paragraph 22 that Purchaser's reimbursement should include non- refundable financing and inspection expenses of Purchaser, which should be refunded by Seller if Seller willfully defaults under the contract of sale [alternative: if Seller is unable to transfer title under the contract of sale]. Joint Committee on the Mortgage Contingency Clause: Real Property Section of the New York State Bar Association; Real Property Law Committee of the Association of the Bar of the City of New York; Real Property Committee of the New York County Lawyers Association Contract of Sale PREMISES Title No. Section Block Lot County or Town Street Number Address TO EPA AND HUD Lead Paint Regulations: Owners of pre-1978 housing must disclose known lead-based paint hazards to purchasers. NYSBA PRACTICE FORMS 11/00 RET006 -11- RIDER ATTACHED TO AND MADE PART OF CONTRACT OF SALE SELLER: Deborah J. Seiferth and Kenneth R. Seiferth PURCHASER: Keith Von Eiff PREMISES: 134 West Main Street, Riverhead, NY 11901 THE FOLLOWING PARAGRAPHS ARE ADDITIONS TO THE CONTRACT OF SALE AS DESIGNATED FIRST HEREINABOVE, AND, AS SUCH, CONSTITUTE A RIDER TO THIS CONTRACT. IF THERE SHALL BE ANY INCONSISTENCIES BETWEEN THIS RIDER AND THE BASIC FORM CONTRACT HEREIN, THIS RIDER SHALL CONTROL AND TAKE PRECEDENCE OVER SAID PRINTED FORM OF CONTRACT. 1. CONTINUATION OF PARAGRAPH 9 (e). any state of facts an accurate survey may show provided that title is not rendered unmarketable or uninsurable (f) Covenants, restrictions of record, if any, affecting the premises provided that they do not prohibit the maintenance or present use of the existing structure. 2. Purchaser has the right to assign this Contract into a corporation or an LLC in which the Purchaser has a primary interest, however, Purchaser will still be held liable under the terms of the Contract. 3. All checks presented to the Seller by the Purchaser at the time of closing shall be payable to the Seller and drawn on New York State banks. Seller will not be obligated or required to accept any endorsed checks or 3rd party checks at closing of title. Purchasers' attorney shall arrange to have all funding company checks certified at the closing of title. 4. This contract is contingent upon the Purchaser obtaining at his own cost and expense within nine months from the date that the Purchaser's attorney receives a fully executed copy of this contract, the following as applicable: a) Approval from the Suffolk County Department of Health Services for potable water and a sanitary system for a 48 x 60 foot commercial building b) Building Permit from the Town of Southold Building Department for the construction of a 48 x 60 foot commercial building used for an office and storage of equipment. This contingency also includes any other governmental jurisdictions that may be necessary including, but not limited to, the NYS DEC, Town of Southold Planning Board, as well as a variance from the Town of Southold Board of Appeals. If the above approvals are not obtained within 9 months, the Purchaser shall be entitled to a three month extension of time in order to obtain said approvals. 5. The purchasers at the closing of title herein shall pay the Peconic Bay Region Community Preservation Fund Tax, as well as the New York State Mortgage Tax, if applicable and the sellers shall pay the New York State transfer tax. 6. The parties agree that Article 14 of the Real Property Law of the State of New York (commonly referred to as the Property Condition Disclosure Act) does not apply to this transaction as this is commercial property and vacant land. 7. SURVIVAL: No provision of this contract of sale shall survive delivery of the deed except as expressly provided herein. Purchasers' acceptance of the deed shall constitute full satisfaction and performance by the seller. l a 5A - 5�i�i SOCIAL SECURITY NUMBER SELLF 05-; —Tcj — 3 C 7 )� I, SOCIAL SECURITY NUMBER SELLER 3 — —J 6e SOCIAL SECURITY NUMBER PUR HAS ALL Thal wtaln plot piece ar parcai of land,with ire buildh9S and Improvemenls thereon ended,OueIa. Vng and being m 1he western part of the Allege of 8owhold,Town of Southold,County of Suffolk and Stale of Now York,being more Partlalary bounded and desuibed w follows: SEGINNINO et a pointwh)rh L9 the ROMWalany Comef of that wrdma eboul to ba delmbm herein. which point is located on the southerly side d Wwer Rasd W.85 feet weslerty hum the hhlersrrdan of thesouharlyside dl-o Road and thewast"Wdaul Ackarty Pend Lone,from mid DOW of beginning; RUNNING THENCE along land foaneny of Boguir.now or fomnmy ol Alerlo li Linda AnnlNo South 49 degrees 14 mEnu%e3 40 secon05 East 129.83 feel to land DI A,GoldemMh; THENCE along said lend of A.Goldsmrth Die foaor4ng icon(2)caunea era metanc.s; (1)South 42 degrees 07 minutes West 55.78 feat and (2)South46 deg ran 24 minules 10 sawnds Eaa182t8 feet to a Potrn on the ronherty alde of Ma In Road (NYS Route 25); . THENCE along the noMany side of Mal,Road(NYS Rouse 25)tha Mlov 9 tyro(2)courses and dlminces: ' (1)On the arc of a CnrvO to Ins dgM"Ang a radlto of 281.751ee1,a dletance d 124.70 feel and (2)South 84 degrees 24 minutes 50 seconds West 10,11 feet to land of Sa+ahWd Perk Dlsbicr THENCE along said land of Souhold Park District Nonh 45 degrees 37 minetes 00 s ds West 1 K1.72 to at to the sou9wrly side of Lower Road; THENCE along the southerly eldo W Lower Road the Wowing two(2)courses and dwtauas: (1)North 53 deg naeo 15 mmutas 50 seconds East 21.02 lee1;and (2)North 32 degrees 1011Wtu(as 20 seconds Ea91 Ia1.79 last to the point w pleca al CIE GINNIN G. ALL that certain plot,place W parcel of land,stluate,tying and be4g el Soulless In the Town of Southold, County of SOON end elate of Nov York,being bounded end desenbed as bgwvs: BEGINNING at a point Mich Is the noNmaslerry side of Main Road;said poM Lab1g the wast0rfy fne of land nowor formerly of Row Sahm and Rlchar lsahm dyNa R 8 R Assodalaa; RUNNING THENCE along the nmhwestsny aide of Cho Main Road.South 39 degrees 03 minutes W Seconds Weel,107.83 feet to rands now or formerly of Hafsey D.Goldamllh ad Alfred H.Gokj,,M: THENCE along aMW lairds Ina fO OAng two Courses and distances: (1)NOM 4a degrees 24 minutes 10 sewnds Weal SZ18 fool, (2)North 42 degrees 07 minutes 00 seconds East,55.70 feel to lends now w formerly of Mad,8 Linda Annhlo; THENCE almg Said lands North 42 degrees D7 minWea 00 mconde East,50.78 feet to land.now or fomhedY of P Solve and R.J.Sah n Orel above mmtcned; THENCE along Wd W&d4 South 48 degrees 62 minWos 30 seconds East 7I]Al feet to the nwthwaeterty We of the Mahn Road at the potrd or place of BEGINNING. 09/28/2011 11:14 FAX 7187382255 A M & G. LLP 191001 09/21/2011 221.01 B 47712 OUSEN LAW PAGE 01/02 09/2R;20f1 14:d7 FAX 71W228s A Y & G, LLP is lmooR A1,XA7;GC), McCLOSFS73Y& OON 2' Xj-r ATTO"Rys AT LAW 94.04 101et AvuNU6 IYLONa PARK,NEWYQAK 11410 YIC11V/w(.0 W.AIJA:/Y.Q(Y9aY•t9aa) •t1t(,1 PHON$,(718)OW4"4 '1720MA91t McCLOyiait' <<ACSTAtIr•Il,(71tf)7ts[F1edISR PRANK C)UM6AL SaptornbV 22 2011 Olsen&Olsen, LLP David W.Olson 32495 Mein Road P.O.Box 706 CutcboSuc,Ncw Voric 11935 RE: Saifcrth to VonBiff Dcar Mr. Olsen: Pursuant to our phone oouvematM,the fbllowtn$changea are made to the Contract of We. w par b 8(IS)—5e11er understands that Purchaser w4l be epplying for a construction Loan to Sneaioo the pumhwm o£tha ImId and the building of 48 x GO foot oommorcial baildiag to bo used as an office for aquipmont storage. Thin mortgage to mfbrrod to in paragraph 8(a)herein,end is the only mortgage being wugbt by Pumhaerr, w paragraph 26—This contract tnay not be aeaigncd by Purchaser without the prior writton opnsent of Seller in aseh instance and any purported assigmnont(s)made without prior coosont shall be void other than to a oorporatlotl or an LLC that the pur6baasr is a primary member($I%)as long as doing eo does not interfere with purchmm' mortilkw eommitm=L ,Purcb"or,Kolth Von1_A shs11 continua t0 be peraonully liable undor the contract whether or not Pumhaaer assigns thin contmOt pursuant to this paregrgnh. 09/28/2011 11:15 FAX 7187382255 A M & G, LLF 21 002 "' 09/21/2011 22:01 6147712 OLSEN LAW • PAGE 02/02 Q 003 '— 06/g2/.loll 15%47 FAX 73673 2253 Aak G. LLP ,AT UW..ZO, Mcr—WS'Uly flc GUN%A]_F2n I 1•N 6,%LTQAXBT9 AT LAW vx4m 7O1"AWt" U%//NH PAAI<,ttSW YOttK 11431i T7;<,Y0*FtUNAL(7ta)ties-24" IC KA=W,�AtAA2'.d(1DeY-t Daa) pA(Zi1b11L61('f'M 7AeW1CC THOMA6 P.WCLO51MY raAN1C gUNZ?L= Page 2 ITIME -Paragcaptt 4(b)—If the WPrOva16 are not obtained within 9 tnondw'Sellcm • sha11 have the option to gmnt as ext4o5ion of timo in order to obtain said approvals- purohaeer ahaU provide Seller with proof of Cling and all dooumaots subadttod within 30 days of such Sling- Kindly disuus6 these changes with your alien- If these ohanges we aoccptablor 1cindly have year cllont confirm these ohangaa in writing at the bottom of 9ila latter. Very ly yo r6. Z I'G:ja Theca change the COOMWt of Salo am aocaptable. purchaser-Keith V iff �^ bo elferth Kenneth sout:rM • WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, May 21, 2012 4:00 p.m. Southold Town Meetina Hall 4:00 p.m. Applications Project name: Fischer, Daniel & Nancy SCTM#: 1000-15-8-1.1 Location: 38785 NYS Rt. 25, Orient Description: This is a proposed 2-lot standard subdivision of a 1.67-acre parcel where', Lot 1 = 36,333 sq. ft & Lot 2 = 36,332 sq. ft. in the R-40 Zoning District. Status: Cond. Preliminary Approval Action: Review revised C & R's. Attachments: Staff Report Project name: Manor Grove Conservation SCTM#: 1000-53-1-1.2 & 1.3 Subdivision Location: Northeast corner of Albertson Lane and Main Roa 11 d, Green port 11 Description: This proposal is for an 80/60 clustered conservation subdivision of a 29.8-acre parcel into two lots where Lot 1 = 0.72 acres in the LB Zoning District, and Lot 2 = 28.74 acres to be preserved as open space in the R-80 & LB Zoning Districts. An undevelopable % acre strip of land will also be subdivided in the R-80 Zoning District to be merged with adjacent parcels. Status: Conditional Final Approval Action: Review C & R's Attachments: Staff Report Project name: Verity, David SCTM#: 1000-78-3-26 Location: 860 Nokomis Road, Southold Description: This proposal is a Standard Subdivision of a 1.32-acre parcel into two lots where Lot 1= 0.60 acres (26,340 sq. ft.) and Lot 2 = 0.71 acres (31,057 sq .ft.) in the R-40 Zoning District. Status: Sketch Approval Action: Consider for SEQR determination and Sketch Extension Attachments: Staff Report Project name: Platinum East Properties, LLC SCTM#: 1000-69-6-3 Location: 48205 Route 25, t956.85' west of Ackerly Pond Lane, Southold Description: This site plan is for the proposed construction of a 2,880 sq. ft. electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District, Southold. Status: New Application Action: Review for completeness Attachments: Staff Report Discussion: Sterling Harbor Inc. at Bayview Barn, SCTM#1000-88-2-15.5 O�gt►1�Fpt�,�'O Elizabeth Thompson,Chairperson �@ Town Hall Annex� Reynolds duPont,Jr. 54375 Route 25 Herbert Ernesto PO Box 1179 Joseph Lee 'Oy Southold,NY 11971 Ronald McGreevy �A1 �.a0� Howard Meinke Fax(631)765-6641 Nicholas Planamento Telephone:(631)765 - 1892 Mark Schwartz southoWto-w-U.northfork net Stephen Geraci Town of Southold Architectural Review Committee Minutes MAY 3 1 2W 4:00p.m.,May 17,2012 Town Hall Annex Executive Board Room i J Members Present: Mark Schwartz; Ron McGreevy;Howard Meinke;Joseph Lee; Nicholas Planamento; Stephen Geraci; Brian Cummings, Town Planner; Elizabeth Cantrell,Secretary The minutes for the April 19, 2012 meeting were approved. Introduction• All applicants will give a presentation consisting of drawings, exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes, and be made part of the Planning file for that application. The Planning Board will consider these recommendations, together with all comments from other agencies,and provide the applicant with a comprehensive written list of its requested revisions. New Application: • PLATNUM EAST PROPERTIES,LLC SCTM#: 1000-69-6-3 &4 Keith VonEiff, property owner; Bill Kelly, building agent for owner; and Brian Cummings, Town Planner presented the project for the proposed construction of a 2,880 square foot electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District; located at 48205 Ackerly Pond Lane in Southold. The Committee reviewed the proposed project plan and recommends the following: - The applicant should raise the proposed approximate 3'4' high bottom "transition band" in burgundy to match window sill height. Page- 1 -of 2 r • Along the Southern side of the building,facing Route 25 it is recommended that three windows with shutters be added along the lower portion of the building with a roof overhang above,and a single window with shutters centered above the overhang. Along the Southern property line, the proposed trees should be planted away from the power lines as to avoid being massively trimmed back when fully grown. The proposed trees should also be planted 20' O.C. in lieu of 30' O.C. to create more screening along Route 25. More low-to-ground plantings should be located around the building. Additional evergreen plantings also recommended in order to reduce the scale of the building. Motion made and seconded. • WILLIAM GOGGINS SCTM#:1000-114-11-9.1 Brian Cummings, Town Planner presented the project to convert an existing 2,187 square foot single-family dwelling to three apartment units at 850 square feet, 850 square feet and 486 square feet; and seven parking stalls are proposed in the HB Zoning District; located at 13200 Route 25, Mattituck. A motion was made to approve the proposed project as submitted and reviewed at this meeting. Motion seconded. • CLIFFORD CORNELL SCTM#:1000-63-1-1.5 Brian Cummings,Town Planner presented the project for a proposed 42' x 60' metal building for agricultural/farm storage to include tractors, plows, loaders and hops on an 8.5 acre parcel in the R-80 Zoning District; located 2325 Horton Lane,Southold. A motion was made to approve the proposed project as submitted and reviewed at this meeting. Motion seconded. A motion was made and seconded to close the meeting at 5:00 PM. All in favor. E ' abeth Cantrell, A.R.C. Secretary Page-2 -of2 • Platinum East Properties 69.-6-4 =.65acres 69.-6-3 =.2acres V. ' , r \� IKII 1 �2 4Y r i 6 3 B zone <9 6-,1 5 �,,,,•:.-- 'etc ''-� -i ;�. Jr ` - '� -rt ,. b „ r J� 9 'TY.Y 5 Ir.-p( lAr /Y � � Sr �� t Y �,• ti r / ♦ J t< t t WE PLAN STXTUS REPORT SITE PLAN TYPE: AMENDE17 NEW WITHDRAWN INCCTMPLETE PROJECT NAME: I K?. VXI� CGS CS ZONE 1: i�> ZONE2: ZONE3: LOCATION: HAMLET: SCTM# 1000 - �q. - / -3—Aq. OWNERNAME: v,. LL(, TEL#L _- APPLICANT NAME: Vov, E7tW TEL#L-j_- AGENT NAME: k4 TEL#(_) PROJECT DESCRIPTION: EXISTING USE: PROPOSED USE: o Ertl' Cct ( C52� \ ) in L✓ DATE BUILDING DEPARTMENT NOTICE:S/P REQUIRED Y OR N ZBA APPEAL REQUIRED Y OR N PRE-SUBMISSION CONFERENCE(WITHIN 30 DAYS OF WRITTEN REQUEST) —/—/ NOTES: INFORMAL REQUEST FOR REVISIONS: —/—/— APPLICATION RECEIVED DATE: /�- / �-, APPLICATION PROCESS DATE: —/—/ PAYMENT RECEIVED: AMOUNT RECEIVED:$ — NEW SP:$500JACRE&.10/SF, AMENDED SP:$250.+.10/SF, AGRIC SP:FLAT$500 FEE AMOUNT:($ .00 X =$ $.10 X SF=$ )_$ NEW APPLICATION WORK SESSION(WITHIN 10 DAYS OF RECEIPT),PB ACCEPTED Y OR N APPLICANT ADVISED OF NECESSARY REVISIONS (WITHIN 30 DAYS OF REVIEW) BUILDING DEPARTMENT MEEETING 100-254B3(WITHIN 30 DAYS) —/—/ NOTES: REVISED SUBMISSION RECEIVED: NOTES: REFERRED AGENCIES:(WITH MAPS=W/P) —/—/— STZBA-STBD.STCrM-IH.STBT_-STE.SCDHS-NYSDEC�USACORPS-NYSDOT-SCWA-SCPD-SCDPW_,LWRP_ RESPONSES NOTES LEAD AGENCY: TusP&_oT - RR .-PARTI_,PART2_,PART 3_,SHORT EAF_,wNGRAF_ -/-/ NOTES: ACTION TYPE:COORDINATED:— UNCOORDINATED:— (TYPE1:—TYPE2:—UNLISTED: REFERRED TO:STZBA_,STBD_STCJTB_JHSTBT_STE_SCDHS_,NYSDEC_,USACORPS—NYSDOT�SCWA_,SCPD_,SCDPW_ SEQRA DETERMINATION:NEG DEC Y OR N, APPROVALS REQUIRED: REFERRED DATE NOTES APPROVAL DATE NOTES ARCHITECTURAL REVIEW COMMITTEE: _/_/_ LWRP COORDINATOR: / / BUILDING DEPARTMENT CERTIFICATION: 771, - FIRE COMMISSIONERS: / /P zol TOWN ENGINEER APPROVAL: DEROF TRANSPORTATION:DOT_,DPW TOS— —/—/— SUFFOLK COUNTY DEPARTMENT OF PLANNING: —/—/— SUFFOLK COUNTY DEPT OF HEALTH:PERMIT OPTIONAL APPROVALS: ZONING BOARD OF APPEALS:APPEAL#: / / —/—/— BOARD OF TRUSTEE'S: NYS DEC WETLANDS/TIDAL/SPDES —/—/ —/—/— PLANNING BOARD DECISIONS: CONDITIONAL FINAL: DENIED: APPROVED: — FINAL: NOTES ENDORSEMENT OF SITE PLAN: FIELD INSPECTION FOR C/O: —/—/— DISTRIBUTE APPROVED SITE PLANS TO: BUILDING DEPT / /� TOWN ENG 41 /� GENERAL NOTES: 10/4/2005 Souald Planning Department Stc#Report Site Plan Application Work Session Date November 4, 2013 Prepared By: Brian Cummings I. Application Information Project Title: Platinum East Properties, LLC II. Action Review all staff comments with regard to the October 2012 approved site plan and the final site inspection conducted September 12, 2013. This site plan is for the proposed construction of a 2,880 s.f. electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District, Southold. III: Analysis With reference to the Planning Board letter dated September 26, 2013: 1. Provide an "as-built' site plan that includes an accurate layout of how the site has been constructed along with all information from the approved site plan. Submitted: An "as-built' site plan has been submitted as required. Drawn by Nathan Taft Corwin III, Land Surveyor; dated December 2, 2011, last revised September 23, 2013. a. Parking lot surface (asphalt) b. Location of landscaping c. Open grate drywells nine (9) d. Two (2) external signs 2. Provide a rendering of the proposed sign(s) that includes the dimensions, mounting height, coloring and lighting for Planning Board review prior to an application to the Building Department for a sign permit. Submitted: Renderings of the two (2) signs on site have been provided. A sign permit has been obtained from the building department. (See attached rendering; pictures from site visit) a. Road sign: 68" x 18" b. Phone number panel: 68" x 6" c. 6"x 6" posts 3. It was observed during the site inspection that at least two (2) of the planted Liberty Elms appeared to be struggling to survive. The Planning Board agreed 1 to wait until next spring to see if the two trees survive; if not, please plant six (6) 5'-6' high evergreens at a staggered interval in the area between the hedge along the parking area and the existing Liberty Elms in lieu of replacing the Liberty Elms in question. This is to soften the visual impact of the parking area and would be relative in cost to replacing the elms. Great Western Red Cedar or American Holly is recommended. Submitted: The owner has recently stated that the trees in question are under a warranty with the landscape professional. Should the trees not survive they will be replaced in kind. V: Staff Recommendations 1. Based on the submission of the materials listed above, it is recommended that the Planning Board draft a memo to the building department that supports the issuance of a Certificate of Occupancy (CO). 2 Souald Planning Department St#Report Site Plan Application Work Session Date September 23, 2013 Prepared By: Brian Cummings I. Application Information Project Title: Platinum East Properties, LLC II. Action Review all staff comments with regard to the October 2012 approved site plan and the final site inspection conducted September 12, 2013. This site plan is for the proposed construction of a 2,880 s.f. electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District, Southold. III: Analysis 1. Final Site Inspection Analysis Parking area: a. The parking lot has been constructed entirely of asphalt as compared to the approved plan that included an asphalt area in front of the bay doors and a bluestone surface for the rest of the parking area. b. Eight (8) parking stalls have been constructed along the Main Road as compared to the seven (7) shown on the approved site plan. c. Nine (9) parking stalls have been constructed on the eastern side of the parking lot, as compared to the seven (7) shown on the plan. i. Staff: the additional two (2) stalls are a result of the two (2) ADA parking stalls being relocated to the front of the building. d. Nine (9) open drywell grates were constructed as compared to the seven (7) shown on the approved site plan. The two additional open grates were approved as closed grate drywells, connected by leaders to the building. i. Staff: All were constructed in their approved locations. Landscaping: e. Four (4) Great Western Red Cedars have been planted just west of the parking lot as approved, but closer to the Main Rd. than is shown on the plan. i. Staff: the relocation of the trees may have to do with the location of the installed sanitary system. 1 f. Great Western Red Cedars have been planted around the dumpster enclosure as approved. g. Fifteen (15) Arborvitaes have been planted along the eastern property line that abuts the adjacent property to the east as approved. h. Nine (9) Liberty Elm trees have been planted in their approved locations around the parcel. At least two (2) of the Elms appeared to be struggling to survive. The Applicant must keep in mind §280-92 (A) which states: i. "Landscaping, trees and plants required by these regulations shall be planted in a growing condition according to accepted horticultural practices, and they shall be maintained in a healthy growing condition. Any landscaping, trees and plants which are in a condition that does not fulfill the intent of these regulations shall be replaced by the property owner during the next planting season for the particular plant material." ii. Staff: these trees should be given another year/season to fully take and mature. If the condition of these street trees do not improve, the Owner is responsible for replacing them. i. Note: In lieu of replacing the Liberty Elms that aren't looking healthy, the planting of six (6) evergreens @ 5'-6' in height and staggered in between the parking area and road is recommended. This would soften the visual impact of the parking area and be relatively close in cost to replacing the Liberty Elms. Great Western Red Cedar or American Holly (Ilax opaca) are recommended. 2. Staff Observation: a. During the site visit, electrical components were observed in the grass at location centered along the Main Road. This would appear to be a location for a sign. No sign was proposed or approved by the Applicant during the site plan process. 3. Town Engineer: a. Drainage facilities around the building were constructed and installed as approved. b. The change of the parking area surface, from bluestone and asphalt to all asphalt, was cleared by the Town Engineer prior to construction. i. The Town Engineer reviewed the drainage plan and confirmed that the approved drainage plan was sufficient for an asphalt service. 2 V: Staff Recommendations 1. With respect to the items listed above that were constructed in contrast to the approved site plan, consider the following two options: a. Whether the Board would like the Applicant to submit an "as-built" site plan that includes all information from the approved site plan and is an accurate layout of how the site has been constructed (i.e: parking surface, parking stalls, drainage); or b. Require the Applicant to provide in writing a detailed description of the differences between what was approved and what was constructed. 2. Numerous trucks have filled the parking lot on a regular basis, and it has been observed that these are highly visible along Rt. 25. In addition, there have been complaints received about the high visibility of these trucks. To soften the appearance of the trucks in this parking area (including headlights directed at residences across the street, it is recommended that instead of replacing the Liberty Elms, the Applicant should plant six (6) 5'-6' high evergreens at a staggered interval in the area between the hedge along the parking area and the existing Liberty Elms. 3. Require the Applicant to provide a design for the main sign that includes the dimensions, mounting height, coloring and lighting for approval by the Planning Board prior to applying for a sign permit from the Building Department. 3 Soutad Planning Department Stalseport Site Plan Application Work Session Date August 9, 2012 Prepared By: Brian Cummings I. Application Information Project Title: Platinum East Properties II. Action Review all staff and agency comments and schedule for a determination. This site plan is for the proposed construction of a 2,880 s.f. electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District, Southold. III: Analysis A letter was sent to the applicant following the last work session detailing some of the revisions the Board required, however the letter also stated that the applicant should wait to make those revisions until after the public hearing and further review to prevent them having to make multiple revisions. Despite this, the applicant submitted revised plans. Below is a summary of the revisions: A. With reference to the letter dated July 24, 2012: 1. Clearly indicate and label the "Transitional Buffer Area" on the plan. While the code suggests a 25' buffer, the Planning Board has agreed to a smaller transitional buffer. Because there must be at least 10' between a building and the beginning of the buffer, please indicate the width as 15' Transitional Buffer from the property line. Also include the following note regarding this buffer: a. Existing vegetation and/or trees shall not be removed. Submitted: The notation has been included on the revised site plan depicting the 15' Transitional Buffer to remain undisturbed. 2. The test hole provided indicates that there is a thin layer of clay extending approximately 5' below grade. The Storm Drain Leaching Pool detail provided on sheet 2 of 5 indicates that all excavations for new drainage structures must extend at least 6' below and through this clay layer. Because of this condition, a field inspection by the Office of the Town Engineer is required prior to any backfilling. Please add the following note to the site plan: 1 "Prior to excavation, the Town Engineer's office must be contacted at least 48 hours in advance to schedule a field inspection of the excavated area." Not Submitted: The required notation has not been included on any page of the revised site plan. 3. The plan should show that the entrance to the site from Lower Road between existing pavement and the property line will be constructed with asphalt to meet the minimum requirements of Town Highway Specifications. Please note on the plan design specifications for the driveway that indicate the existing edge of pavement on Lower Road will be saw-cut to provide a uniform interconnection with the new curb cut that will not interfere with existing storm water flow along the gutter line. Submitted: The revised site plan now included the above notation regarding ingress/egress standards. 4. The Handicap parking shown on the plan has been indicated as a bluestone surface which does not meet ANSI Standards. The surface for these two spaces must meet ANSI requirements and the installation of these parking spaces must provide a continuous interconnection with the asphalt pavement that has been indicated in front of the building. Submitted: The revised site plan includes the two (2) proposed ADA stalls within the proposed paved asphalt area to meet ANSI standards. B. Architectural Review Committee(ARC) a. The Committee reviewed the proposed project plan and recommends the following: i. The applicant should raise the proposed approximate 3'- 4' high bottom "transition band" in burgundy to match window sill height. ii. Along the southern side of the building, (facing Route 25) it is recommended that three (3) windows with shutters be added along the lower portion of the building with a roof overhang above, and a single window with shutters centered above the overhang. iii. Along the southern property line, the proposed trees should be planted away from the power lines as to avoid being massively trimmed back when fully grown. The proposed trees should also be planted 20'o.c. in lieu of 30'o.c. to create more screening along Route 25. iv. More low-to-ground plantings should be located around the building v. Additional evergreen plantings also recommended in order reducing the scale of the building. V: Staff Recommendations 1. Require the applicant to include the notation"Prior to excavation, the Town Engineer's office must be contacted at least 48 hours in advance to schedule a field 2 inspection of the excavated area." on the first page along with the other listed notations. 2. Consider additional landscape screening to be placed around the proposed parking area and low plantings around the proposed building. A Boxwood hedge or another type of low evergreen planting is recommended for the parking area. 3. The Public Hearing for this site plan application is set for tonight's Public Meeting, the Staff recommends that the applicant hold off on printing any more revised plans until all issues/concerns generated are addressed that may require additional revisions. 3 SOUAd Planning Department StaAeport Site Plan Application Work Session Date July 12, 2012 Prepared By: Brian Cummings I. Application Information Project Title: Platinum East Properties 11. Action Review all staff and agency comments. This site plan is for the proposed construction of a 2,880 s.f. electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District, Southold. III: Analysis 1. Town Engineer a. Drainage Calculations have been provided and construction details for erosion and sediment control have been indicated. These items meet the minimum requirements of Chapter 236 for Storm Water Management. b. Silt Fencing and Straw Bale Barriers must extend along the South Westerly Property Line to stabilize the toe of slope. (See page 4 of 5) All erosion control structures must be installed prior to excavation and/or grading. c. The test hole provided indicates that there is a thin layer of clay extending approximately 5' below grade. The Storm Drain Leaching Pool detail provided on sheet 2 of 5 indicates that all excavations for new drainage structures must extend at least 6' below and through this clay layer. Because of this condition, a field inspection by my office is required prior to any backfilling. Please contact my office (765-1560)at least 48 hours prior to excavation. d. The entrance to the site from Lower Road between existing pavement and the property line must be constructed with asphalt to meet the minimum requirements of Town Highway Specifications. The existing edge of pavement on Lower Road must be saw-cut to provide a uniform interconnection with the new curb cut that will not interfere with existing storm water flow along the gutter line. e. The Handicap parking shown on the plan has been indicated as a bluestone surface which does not meet ANSI Standards. The surface for these two spaces must meet ANSI requirements and the installation of these parking spaces must provide a continuous interconnection with the asphalt pavement that has been 1 indicated in front of the building. f. It is recommended that all building setbacks be reviewed by the Building Department. g. The indicated Landscaping and Lighting appears to meet the minimum requirements of Town Code. Final review & approval of these items should be made by the Planning Board. 2. Fire Marshall a. No objections or additions to the above site plan 3. Southold Fire District a. Board of Fire Commissioners have reviewed the site plan application and found that there is adequate fire protection for this property. 4. LWRP a. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, the proposed action is CONSISTENT with the LWRP. V: Staff Recommendations 1. The transitional buffer width of 25' is sufficient pursuant to: "Any district other than a residential district adjoining land owned or maintained by New York State, Suffolk County or Southold Town with current or potential use as parkland: 25 feet"; the parcel abuts triangle park. a. Require the applicant to label the "25' transitional buffer area" clearly on the site plan. b. The terms should be discussed—e.g. vegetation(trees) shall not be removed unless hazardous to property and/or life, supplemental planting of vegetation is permitted. c. The installation of the water main should not result in the damage/removal of trees in the transitional buffer. 2. Public hearing set to be held at the August 13, 2012 public meeting. 2 Sousid Planning Department StatReport Site Plan Application Work Session — Completeness Date: May 15, 2012 Prepared By: Brian Cummings I. Application Information Project Title: Platinum East Properties, LLC Applicant: Keith VonEiff/Contract Vendee Date of Submission: May 2, 2012 Tax Map Number: 69.-6-3 & 4 Project Location: 48205 NYS Rt. 25 Hamlet: Southold Zoning District: B- General Business II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: .2 + .65 = approx. .9 acres Building Size 2,880s.f. III: Completeness Review See attached checklist for Site Plan Requirements. -The application does not contain all the required items. IV: Analysis 1. Proposed a. 60'x 47.9' x 16' (2,880s.f.) office/warehouse b. 60'x 40' (2,400s.f.) asphalt slab; remainder of parking area to be bluestone c. Twelve (12) parking stalls @ 9'x 20', two (2) ADA stalls at 8'x 20' d. 10'x 10' dumpster enclosure e. Eight (8) Wall Sconce light fixtures @ 8' high f. Ten (10) Liberty Elm trees @ 2"-3" caliper g. Forty-one (41) Arborvitae @ 6' high (min.) 2. Bulk Schedule Requirements (B-zone) a. Lot coverage: i. 30% Max ii. 7.3% Proposed b. Landscape Coverage i. 35% required minimum ii. 62.6% proposed 1 C. Required Proposed Front 23' (avg of frontyards) 23' Side E 25' 135' Side W 25' (50' combined) 25' Rear 35' 65.6' d. Parking: i. "Light Industrial" use: 1 per employee or 1 per 500s.f. of floor area, whichever is greater 1. 1 per 500s.f. = 2,880/500 = 5.76 or 6 stalls required 2. 14 stalls provided and 2 ADA e. §280-94 Transition buffer area i. General Business District: 25 feet ii. R-80 parcel immediately to the west is 25' away from the proposed building 1. Evergreen screening (double row) 2. Berm, wall or fence 3. If existing conditions create adequate screening, PB may accept the existing layout. V: Staff Recommendations 1. Based on the following, the application is incomplete according to §280-127 of the Town Code. Items missing: a. Owners Affidavit b. Curb cuts within 200' shown on the site plan c. Four copies of a property survey d. Separate key map showing location and owners of all adjoining lands within 500 feet. e. Location, plans and design of proposed signage. 2 Southold Planning Department• Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Platinum East Properties, LLC Completed by: Brian Cummings Date: May 15, 2012 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. �I (2) The site plan review fee, as specified in Subsection B below. Editor's Note: See now § 280-138, Fee schedule for site plan applications. (3) A completed environmental assessment form. (4) Nine copies of the site plan. (5) Four copies of a property survey, certified by a licensed Not land surveyor. Submitted B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. (b) The name and address of the landowner on record: [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the �l applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in Not feet and hundredths of a foot. All angles shall be given Submitted to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street. (g) A separate key map showing location and owners of all Not adjoining lands within 500 feet, as shown on the latest Submitted tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas N/A dedicated to public use within or adjoining the property. (i) A complete outline of other existing easements, deed N/A I Checklist for Site Plan Application Completeness Southold Planning Department restrictions or covenants applying to the property. (j) Existing zoning, including zone lines and dimensions. (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as follows: [1] Alignment and schedule plan. [2) Grading and drainage. [3] Landscaping. [4] Other, e.g., site utilities. Erosion Control (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands N/A and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, N/A ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the N/A site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. N/A (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and I aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, Not including curbcuts, within 200 feet of the boundary of the Provided subject property. 2 Checklist for Site Plan Application Completeness Sout•ld Planning Department• (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address systems. (d) The location and plans for any outdoor signs must be in Not accordance with applicable sign regulations. Submitted Proposed sign? (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. �I Notes: N/A=Not Applicable Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. 3 Checklist for Site Plan Application Completeness TOWNWAF SOUTHOLD PLANNIA BOARD SITE PLAN APPLICATION SECTION A: Site Plan Name and Location Application Date: 44 / I�./_I Site Plan Name: B AA-EWLM EAS-I LLr Suffolk County Tax Map #1000- 4o°1 - Other SCTM#s: Street Address:%YE,'mAu mlet: 500T140 x> Distance to nearest intersection: Type of Site Plan: X New Amended Residential If Amended, last approval date: _SECTION B: Owners/Agent Contact Information Please list name, mailing address, and hone number or the eo le below: Property`Owner��,t1-' "UA(Eka { 1'1lLU-4l(rL�LS �_LL Street 7jW / k4� `,5 K�AD City _State Zip_119-7 1 Home Telephone b5 Other gv�['� C� A licant Street -5 K FG,t` L-i ` Z 4 f�,� D City N(f D State ``mil Zip Home Telephone 1 Other Applicant's Agent or Representative: MAY - 2 2012 Contact Person(s)* TY irl—/ L� J Street City StateWvb Zip-jj1033J Office Telephone �,31-71;J_ 7O�D Other45�-- -CJ�' *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Page 1 of 2 10/05/05 SECTION C: Site Data Proposed construction type: X_New Modification of Existing Structure _Agricultural Change of use Property total acreage or square footage: 39-q!�7—jvclsq. ft. Site Plan build-out acreage or square footage: ac./sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes_No If yes, explain: Property Zoning District(s): T2 6&WLA(_ Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes No If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: "rT List all proposed property uses: E1 6/� L MA47-Z0P ,,-k WA M Other accessory uses: Existing lot coverage: (�% Proposed lot coverage:_% Gross floor area of existing sftucture(s):==A�sq.R. Gross-floor area of proposed structu — Parking Space Data: #of existing spaces: #of proposed spaces: Loading Berth: Yes_No-k— Landscaping Details: 317 Existing landscape coverage: _% Proposed landscape coverage: Z % _ 14 7�S Waterfront Data: Is this property within 500" of a wetland area? Yes No "I /If yes explain: I,the undersigned, certify that al the above information is true. // Signature of Preparers Date: ' L(� Z Page 2 of 2 10/05/05 TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: 01/17/12 TO: Bill Kelly for Platinum East Properties LLC P O Box1680 Southold, NY 11971 Please take notice that your application dated January 6, 2012 For permit to construct an office/warehouse for an electrical contractor at Location of property: 48205 Main Road, Southold NY County Tax Map No. 1000 - Section 69 Block 6 Lot 3&4 Is returned herewith and disapproved on the following grounds: Pursuant to Article XI, Section 280-48, the use is permitted & site plan approval from the Southold Town Planning Board is required. Authorized Signature 201' CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. To: Southold Planning Board Fr: Keith VonEiff Re: Agent Authorization. I Keith VonEiff,Contract Vendee for the purchase of SCTM# 1000-69-06-03 and 04 located in the Hamlet of Southold hereby authorize William Kelly to act as my agent and handle all necessary work involved in the planning process to construct proposed building, sanitary and parking area at aforementioned location with the Southold Planning Board. Signature v / ) — Print name TN I� Sworn before me this jj�day of Alf L, 2012 w� V. WENDY L UKLA NOTARY PUBLIC-STATE OF NEW YORK NO. 01KU6176871 Qualified in Suffolk County My Commission Explles November 05, 2015 APPUCANPS AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFIFOUC being duly sworn, deposes and says that he resides at In the State of New York, and that he is the owner of the above property, or that he is the Mkw rl of the (Title) lSpeclfy whether PartnershlP or CwPI - which is hereby making application; that there are no existing structures or improvements on the land which are not shown on the Site Plan; that the tide to the entire parcel, Including all rights-of-way, has been dearly established and Is shown on said Plan; that no part of the Plan Infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be altered or changed in any manner without the approval of the Planning Board; and that the actual physical Improvements will be installed in strict accordance With the plans submitted. Signed Owner) Signed (partnglp rporate Officer and Title) Sworn to me this `, n p►L 2 [M_day (Notary Public) MUHAM.MAp Ab Notary Public,State of Nesu''Or No.OIAL6 71 rE Qual"rfied n Su �� Town of Southold • • LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town) 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION ` SCTM#14X)O - L - nC- -QTj 4 01A `�,��n PROJECT NAME RA�T�I� 7 Y�Jrr � L-1-4�- The Application has been submitted to (check appropriate response). Town Board © Planning Board% Building Dept. N Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: Nature and extent of action: Location of action: ,g•Gj ul R)A® 4)cn 01�O Site acreage: Q . IC 5 Present land use: Vly�(Present zoning classification: -b (400 yQf,}� A lam 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: 1 (a) Name of applicant: ( �A k �l�} �1 u� WTPI OJ (b) Mailing address: 1 JZO "xy V4 (c) Telephone number: Area Code 7, LM ` Zti (d) Application number, if any: &1n Will the action bedirectly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes 0 No 9 Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 0 Yes 11 No�dNot Applicable 2�� Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria FTI Yes G No L,% Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes E No-%Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria © Yes E No gNot Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. Yes [] NO Not Applicable 3/� Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes E No Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. 0 Yes ❑ No lLy Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III— Policies; Pages 38 through 46 for evaluation criteria. © Yes❑ No L (Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's er-dependent uses and promote si6 of new water-dependent uses in suitable locations. See LWRPtion III— Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No �jNot Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III— Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No 1�6ot Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No OG ot Applicable Attach additional sheets t cenessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable PREPARED BY TITLE DATE ` I C` Amended on 811105 6 n.2o Appendix A State Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequently, there are aspects of a project that are subjective or unmeasurable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may not be technically expert in environmental analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet flexible enough to allow introduction of information to fit a project or action. - Full EAF Components: The full EAF is comprised of three parts: Part 1: Provides objective data and information about a given project*and its site. By identifying basic project data, it assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially-large impact. The form also identifies whether an impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially-large, then Part 3 is used to evaluate whether or not the impact is actually important. Fthe ETERMINATION OF SIGNIFICANCE -- Type 1 and Unlisted Actions [Identifyions of EAF completed for this project: ❑ Part 1 ❑ Part 2 ❑ Part 3 he information recorded on this EAF (Parts 1 and 2 and 3 if appropriate), and any other supporting considering both the magnitude and importance of each impact, it is reasonably determined by the lead A. The project will not result in any large and important impact(s) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared. - - ❑ B. Although the project could have a significant effect on the environment, there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required,_theref ore.a.CONDITIONER-negative cleclaration-will-be prepared.,--- ❑ C. The project may result in one or more large and important impacts that may have a significant impact on the environment, therefore a positive declaration will be prepared. 'A Conditioned Negative Declaration is only valid for Unlisted Actions Name of Action - Name of Lead Agency Print or Type Name of.Responsible Officer in Lead Agency Title of Responsible Officer L,gnatureons=Officem Lead Agency Signature of Preparer (if different from responsible officer) Date PART 1--PROJECT INFORMATION Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form, Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work is unavailable, so indicate and specify each instance. 0 atm�ion inc treet Aooress, �i�an ounty "AALI Lame nteep oneress3S- �r-(Ityc l�-1 l l Sty �P o eame o wrier i event 1 10p one4-i'/z ress `J rty 44 Ct rate �+2 ascription coon Please Complete Each Question--Indicate N.A. if not applicable A. SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas. 1. Present land use: ❑ Urban ❑ Industrial ❑ Commercial ❑ Residential(suburban) ❑ Rural(non-farm) ❑ Forest ❑ Agriculture �thery�,"( 2. Total acreage of project area: acres. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland (Non-agricultural) acres _ acres Forested 0 acres _acres Agricultural (Includes orchards, cropland, pasture, etc.) 0 acres ___acres Wetland(Freshwater or tidal as per Articles 24,25 of ECL) acres _Q_acres Water Surface Area acres Q !�+nn acres Unvegetated (Rock, earth or fill) O acres 6 acres Roads, buildings and other paved surfaces _.acres __acres Other (indicate type) 11_acres CD n acres 3. What is predominant soil type(s) on project site? !byt1 4- (^jtp��W n�D) a. Soil drainage: ❑ Well drained % of site ❑ Moderately well drained % of site ❑ Poorly drained_% of site b. If any agricultural land is involved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? _acres (See 1 NYCRR 370). 4. Are there bedrock outcropp• on project site? ❑ Yes l ,jNo • a. What is depth to bedrock? (in feet) 5. Approximate percentage of proposed project site with slopes: ❑ 0-10%_W% ❑ 10-15% % ❑ 15% or greater % 6. Is project substantially contiguous to, or contain a building, site, or district, listed on the State or the National Registers of Historic Places? ❑ Yes VWNo 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? ❑ Yes �No B. What is the depth of the water table? I I) Z in feet) 9. Is site located over a primary, principal, or sole source aquifer? ❑ Yes $No 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? ❑ Yes )6 No 11. Does project site contain any species of plant or animal life that is identified as threatened or endangered? ❑ Yes No According to Identify each species 12. Are there any unique or unusual land forms on the project site?(i.e., cliffs, dunes, other geological formations) ❑ Yes A No Describe 13. Is the project site presently used by the community or neighborhood as an open space or recreation area? ❑ Yes 40 If yes, explain 14. Does the present site include scenic views known to be important to the community? ❑ Yes Vlo 15. Streams within or contiguous to project area: 4044— a. Name of Stream and name of River to which it is tributary 16. Lakes, ponds, wetland areas within or contiguous to project area: � - a. Name b. Size (in acres) �- 17. Is the site servedby existing public utilities? )(Yes ❑ No a) If Yes, does sufficient capacity exist to allow connection? *es ❑ No b) If Yes, will improvements be necessary to allow connection? ❑ Yes 'V No 18. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? ❑ Yes )%No _ 19. Is the site located in or substantially contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? ❑ Yes *Vo 20. Has the site ever been used for the disposal of solid or hazardous wastes? ❑ Yes L ,No B. Project Description 1. Physical dimensions and scale of project (fill in dimensions as appropriatee/.))� a. Total contiguous acreage owned or co trolled by project sponsorW. res. b. Project acreage to be developed: acres initially; ._t' _acres ultimately. c. Project acreage to remain undeveloped acres. d. Length of project, in miles: MA (it appropriate). e. If the project is an expansion, indicate percent of expansion proposed ik]—A %. f. Number of off-street parking spaces existing _; proposed _. g. Maximum vehicular trips generated per hour Z (upon completion of project). h. If residential, Number and pe of housing units: ILIA • One Family Two Family Family Condominium Initially Ultimately i. Dimensions (in feet) of largest proposed structure height; '443 width; 6 45 length. j. Linear feet of frontage along a public thoroughfare project will occupy is?_yeft. 2. How much natural material (i.e., rock, earth, etc.)will be removed from the site? tons/cubic yards. 3. Will disturbed areas be reclaimed? LJYes ❑ No ❑ N/A y a. If yes, for what intended purpose is the site being reclaimed? b. Will topsoil be stockpiled for reclamation? I' ,Yes ❑ No c. Will upper subsoil be stockpiled for reclamation? Vyes ❑ No 4. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site? <.ZJ acres. 5. Will any mature forest (over 100 years old) or other locally-important vegetation be removed by this project? ❑ Yes 1No 6. If single phase project: Anticipated period of construction months, (including demolition). 7. If multi-phas a. Total number of phases antic b. Anticipated date of commence ase 1 - year,(including demolition). c. Approximate com date of final phase month yea . d functionally dependent on subsequent phases? ❑ Yes ❑ No 8. Will blasting occur during construction? ❑ Yes C II^^ 9. Number of jobs generated: during construction? ; after project is complete? 10 . 10. Number of jobs eliminated by this project? 11. Will project require relocation of any projects or facilities? ❑ Yes )(No If yes, explain_ 12. Is surface liquid waste disposal involved? ❑ Yes rb6o a. If yes, indicate type of waste (sewage, industrial, etc.) and amount b. Name of water body into which effluent will be discharged 13. Is subsurface liquid waste disposal involved? Yes O_ No. Type rnd-ea�fA ��J✓ d�_F- -- 14. Will surface area of an existing water body increase or decrease by proposal? ❑ Yes XNo Explain ' 15. Is project, or any portion of project, located in a 100 year flood plain? ❑ Yes b6o 16. Will the project generate solid waste? ❑ Yes �14No a. If yes, what is the amount per month? tons. b. If yes, will an existing solid waste facility be used? ❑ Yes ❑ No c. If yes, give name ; location d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? ❑ Yes ❑ No e. If Yes, explain 17. Will the project involve the disposal of solid.waste? ❑ Yes No a. If yes, what is the anticipated rate of disposal? tons/month. b. If yes, what is the anticipated site life? years. 18. Will project use herbicides or pesticides? 0 Yes Y"0 19. Will project routinely produce odors (more than one hour per day)? 0 Yes *o 20. Will project produce operating noise exceeding the local ambient noise levels? ❑ Yes kNo 21. Will project result in an increase in energy use? ❑ Yes 19610 If yes, indicate type(s) 22. If water supply is from wells, indicate pumping capacitygallons/minute. 23. Total anticipated water usage per day I 16&Z gallons/day. ��..//�24. Does project involve Local, State or Federal funding? 0 Yes gvlv0 If yes, explain [[vv 25. Approvals Required: Type Submittal Date City, Town, Village Board (Yes ❑ No �' '1�—lz City, Town, Village Planning Board )d Yes ❑ No �-�((L .� City, Town Zoning Board ❑ Yes K No City, County Health Department lleYes ❑ Not Other Local Agencies ❑ Yes sd No Other Regional Agencies ❑ Yes dNo State Agencies ❑ Yes 66No Federal Agencies ❑ Yes V-No C. ZONING and PLANNING INFORMATION 1. Does proposed action involve a planning or zoning decision? Rl/`/es ❑ No If Yes, indicate decision required: �5ru- FL-�"n,1 JC, ❑ zoning amendment ❑ zoning variance ❑^'special use permit Cl subdivision site plan ❑ new/revision of master plan ❑ resource management plan ❑ other 2. What is the zoning classification(s) of the site? 8 i4.. O n> E .� 3. What is the maximum potential development of the site if developed as permitted by the present zoning? 4. What is the proposed zoning of the site? 5. What is the maximum potential development of the site if developed as permitted by the proposed zoning? G 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? Yes ❑ No 7. What are the predominant land use(s) and zoning classifications within a 1/4 mile radius of proposed action? or R � � 8. Is the proposed action compatible with adjoining/surrounding land uses within a 1�/4�� /mile? r Yes ❑ No 9. If the proposed action is the subdivision of land, how many lots are proposed? a. What is the minimum lot size proposed? 10. Will proposed action require any authorizations) for the formation of sewer or water districts? ❑ Yes 5,No 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection)? ❑ Yes 1%No a. If yes, is existing capacity sufficient to handle projected demand? ❑ Yes ❑ No 12. Will the proposed action result in the generation of traffic significantly above present levels? ❑ Yes No a. If yes, is the existing road network adequate to handle the additional traffic? 0 Yes 0 No D. Informational Details Attach any additional information as may be needed to clarify your project. If there are, or may be, any adverse impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the informal�'� 4anYou abo a is true to the best of my knowledge. 91 �7 Applicant/Sponsor ,r Date '�— I'� Z Signature Title If the actin t the C st Ar , re a state agency, complete the Coastal Assessment Form before proceeding with this ass ment. TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: 01/17/12 TO: Bill Kelly for Platinum East Properties LLC P O Box 1680 Southold, NY 11971 Please take notice that your application dated January 6, 2012 For permit to construct an office/warehouse for an electrical contractor at Location of property: 48205 Main Road, Southold,NY County Tax Map No. 1000 - Section 69 Block 6 Lot 3&4 Is returned herewith and disapproved on the following grounds: Pursuant to Article Xl, Section 280-48, the use is permitted & site plan approval from the Southold Town Planning Board is required. r Authorized Signature CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. TOWN OF SOUTHOLD BUILDING - RMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do lave or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 slits of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 f Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c 5PA)D S 1,, 17/ Phone: 0,5 Z3S -078- Expiration ,20 e Dapp E Building Inspector 2 LICATION FOR BUILDING PERMIT Date -' `� 20 LZ INSTRUCTIONS DT be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to,scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. i e of a licant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder C� =c Name of owner of•premi"ses AJL) ,E�-r L-LZ_ (As-on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name dn"A title'of corporate officer) Builders License No. 13, 3346 .141 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 4=, Block 0(= Lo Subdivision Filed Map No. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V&A- d-T L A&J D b. Intended use and occupancyjG�/ 3. Nature of work(check which applicable): New Building 1 Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost DtYo Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t"IMA�4'E 7. Dimensions of existing stru es, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth �� Height Number of Stories 8. Dimensions of entire new construction: Front ' �� Rear �' Depth 4,0 ' Height 25 �" Number of Stories CtdCz . 9. Size of lot: Front Z44. Rear 11' -�s' Depth 143 . 7Z ' 10. Date of Purchase i '21— Name of Former Owner t•- 9�.1�`! �TL J 11. Zone or use district in which premises are situated LI �iA� ti.� s� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO r'c 14. Names of Owner of premises 46FAddress `S! Phone No. ?341-+C20 Name of Architect Address 6L71& I r-D6&-A, Phone No `13,11 -A&--1C-6 Name of Contractor F--LQ4S —Address taf ' - Phone No. 15 a. Is this property within 100 feet of a tidal wetland or'a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOX— * IF YES, PROVIDE A COPY. CONNIE D.BUNCH STATE OF NEW YORK) Notary Nob01 BUa State of New York SS: COUNTY OF ) Qualified in Suffolk County Commission EmlfM-April 14. - being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, f�lE D. NCH o (S)He is the Notary bti , tate 505 (Contractor, Agent, Corporate Officer, etc.) Oualifted in a Com►ni�ion Expire said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 f Notary Public Ai ature Applicant FOR INTERNAL USE ONLY r l SITE PLAN USE DETERMINATION Initial Determination Date: / / _/ /2_ Date Sent: I Project Name: -E 62,to. �- Project Address: , Suffolk County Tax Map No.:1000-�- _ AI oning District: Y , Request: (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: Initial Determination as to whether site plan is required: A Signature of Building Inspector Planning Department (P.D.) Referral: P.D. Date Received: / / Date of Comment:_/ 13 /�a Comments: O w o lw- ei v u uaw - C - ' Signature--of PlanningYD-,e ; tiff Reviewer Final Determination J A N 1 0 2012 5 Date: Decision: Signature of Building Inspector ACKERLY LANE SURVEY OF PROPERTY SITUATE SOUTHOLD TOWN OF SOUTHOLD ti sQ SUFFOLK COUNTY, NEW YORK ° q�eo9. � 9 S.C . TAX No. 1000- 69 -06-03 10 S.C. TAX No. 1000- 69 -06-04 ° .. °�. e'o ' a' ��' j•�j SCALE 1 "=209 •lam•O a.. •r0 DECEMBER 2, 2011 lob TOTAL AREA = 39,432 sq. ft. 0.905 ac. 0 pp° ,O� G� V6,o �9�p���,�, CER TIFIED TO: 00A �� ��� S � Keith VonEiff 9 D �j�• �`�p,, Mary VonEiff •� �P Q� Platinum East Properties, LLC Fidelity National Title Insurance Company P1O O� (bO e d o' d ° M J a Oper• ° ° O` d. d �� ° e u P? BC' dd �P �Q� d a G. 4 d tK c d PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED a' BY THE L.I.A.L.S. AND APPROVED AND ADOPTED d. FOR SUCH USE BY THE NEW YORK STATE LAND 0 a. TITLE ASSOCIATION. jr, �, a �� i4•. ;� e d U,- d !' 7 Cia.' D-V N.Y.S. Lic. No. 50467 dd E i UNAUTHORIZED ALTERATION OR ADDITION ,6� OVN0�3aG odd .. ' TO THIS SURVEY IS A VIOLATION OFSECTION Nathan Taft Corwin III •,�� F�tON' ° �� EDUCATION 2LAW.09 OF THE NEW YORK STATE Q o U� COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor d U THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GVRg a CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. G d ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout GJO LENDING INSTITUTION LISTED HEREON, AND GSGS e n TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fox (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, WAYSORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 31 -217 ACKERLY LANE SURVEY OF PROPERTY 1 SITUATE SOUTHOLD J�Oo. TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 0 ° �^ �Ra°�9� , � � S.C . TAX No. 1000- 69 -06-03 �r�'ro S.C. TAX No. 1000- 69 -06-04 SCALE 1 "=209 O /QLFSG/�Oi ro DECEMBER 2, 201 1 ° .. e a JANUARY 6, 2012 ADDED SITE PLAN TOTAL AREA = 39,432 sq. ft. 0.905 ac. p G� Q6,° 9�,��,�, CERTIFIED TO: a :e Keith VonEiff ��� J�9 ��'gyp• � � �`1O , �, Mary VonEiff Platinum East Properties, LLC a d QP ° oo •�3' °� �` Fidelity National Title Insurance Company & ' OCi" 10 a \0 d'aa 8 •� L ,off J a ,� Q Off• ° e , .° Q� VQ ° ° SJO OJ�O 000 a d a ° a. e °' OS d 4 a 9 :r .:r. .. ..«f.:::.........: '° ° a ` d O d I� l� �,1 e 9T °. O p ..;'.:....:..':.:.:.....:......::: '..r r:':'.:':'.'::':::.. rl d , a N` V ° d 8 ° 4.4 a ..d �O .. ..... . . .. . ............ . .. ......... ............. ...... .. .... . ................................. ............... . .. . . . . . .. .... ... ............ .. .. .. .................:.::.... .............. . . .................... .. ................................................... ....... . .. ............... . / 0 d .... ..... .. . .i: i' 'i?ri....:i:.... S ::::`.....:':::: :':::...::::::::::::.:':..::. .. ti . ,c. ..'.. . O O a..... O ..... .......... .... ... . ... ... ............ . . . . Y O O 0 c ... ° •,� .. '.'..0,:...; .:.'i.".....'.'................'......:.':::.':'::' '9+, �Va ^p �� \ p \0, .. ,O00 G 9 6' 6\0 OO , hn 9\0 6`\0 3 A °d . ° a !� a O 00 p ky �A ww--µ D \ ,� ��7 �� ` ° V • � � U Q f PREPARED IN ACCORDANCE WITH THE MINIMUM tS�0 _ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED °' �/ y BY THE L.I.A.L.S. AND APPROVED AND ADOPTED d a.a Ja^1 7 cn�^ TORE SA SOCIATIONY THE NEW YORK STATE LAND o` 44 ° TO''n OF SOUT;0[0 a e a d e ° o d. d ° ' N.Y.S. Lic. No. 50467 °d s a 8 d UNAUTH b TO THIS SURVEYIS AATION OR VOLATION OFTION Nathan Taft Corwin III •,�� F�0'�� ° ° �� EDUCATIOSECTION N . THE NEW YORK STATE a � COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GJRg a CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isoksen, Jr. L.S. GONG a 1^ ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. a w IS PREPARED, AND ON HIS BEHALF TO THE,1 TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout GJO LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 FOX (631)727-1727 n TO THE ASSIGNEES OF THE LENDING INSTI- GePs A° TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, WAYSORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport " CUTCHOGUE.NY lOe NO. 128011]63 O Q'I Z z O _Z y D Z z O J L.L O O b p p Y p O V` L1 1 0 o n 12'-0" - 6'-b" n ]'6" ]'6" 6'6" 12'V' N V-0'VENTED SIDEWALL OVERHANGS N 1 1 1 O 3'-10 1/7' T-101/2" W 3 F PNON-VENTED ENDWALL OVERHANGS O C I A I C 30 56 SS S6 w z W 47'-9" 47-9" IB'RPL 18"R 47-9" O i 24"R Di 24"R 24'R 24'R 24''R 24R Qi III%24'R N ce O 0 0 _ d o r N o 39'-101/7' - — i 18 R"R 18' 39'-101/2" (�,^w Q '^ IN W © m LZ 3 _ 31'-101/2' - — % 18 Z O"R 18"R +— - 31'-10 1/2' �, z = O q n a J o m I I m a 24'-101/Y x 23'-10 1/7' - — IB"R IB"R 23'-10 1/T' Zd I B m B § O w $ 15'-101/7 - — 1WR D 16V 1S'-10]IT Q p m N © m L p 7'-10 1/7' -— 18'R LET - 7'-10 1/7' J r I 2 - I d A - o^ 0'43 1/T' [ill ITR It 24"R 24"R AlIl 24"R 24"R 24R 24"R 24"R I&IR I o + DRAWN BY: BYBEE IN DATE' 10/26/2011 COLUMN PLAN LEGEND m I I CHECKED BY:I-AMERE T41/2' 7'-6" 76" T6. 7'-6" T6" T-6" 7-41/7' DATE: 11/02/11 o - 3-2x6 LAMINATED COLUMN LOCATION W/4'-9 EMBEDMENT REVISEDDATE - - 4-2x6 LAMINATED COLUMN LOCATION W/4'-0"EMBEDMENT - - e - 3-2XB LAMINATED COLUMN LOCATION W/4'-0"EMBEDMENT U REVISED DATE -- • - HEADERED TRUSS LOCATION o y o v o v 1 REVbEDDAl£ - - 3068 9-CITE TEMPERED GLASS IN LEAF WITH EMBOSSED CROSSBUCK 01 VEVISED DATE: — HBERSTEEL WALKDOOR,OUT SWING,LEFT HINGE WITH CLOSER,LEVER LOCKSET 0 - (213009-CITE TEMPERED GLASS IN LEAF WITH EMBOSSED COLUMN PLAN 4,r'� •t_r CROSSBUCK FIBERSTEEL WALKDOORS,OUT SWING,RIGHT HINGE WITH CLOSER,LEVER LOCKSET 0 GA 0 - (4)44W 9-UTE HAYFIELD SLIDING WINDOWS i '1 C)- (2) 12'-TX 14'-I"OVERHEAD DOOR$ ROUGH OPENING SCHEDULE °� _. - (I)3'-6"X T-6"CUPOLA WITH"M"W-WEATHERVANE NON-FUNCTIONAL ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS UNIT SYMBOL WIDTH HEIGHT - 216 LF PERIMETER SEAL PACKAGE FROM LEGEND (2)711 C OSS SHEARWALL LOCATIONS(SEE DETAILS SHEET S6 OF S9) I( 21 1 38 114 1 81" (\4 IB"R- 18"DIAMETER FOOTNG WITH TTHICK MINIMUM READI-MIX CONCRETE ( 2_1M 335/8" pq_ 0 BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READI-MIX TO TOP OF 218M STILT(9'1). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 24"R- 24"DIAMETER FOOTING WITH 10"THICK MINIMUM READY-MIX 2' 8' CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL SCALE: F.� SCALE:AS NOT READY-MIX TO TOP OF 224M STILT(9"±I. PLACE CONCRETE 1' 4' 16' BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION, SHIEST N S 1 OF OFFICE C ITCHOGUE,NV b DESIGN AND EXPLANATORY NOTES o OB NO. p 3D'-6' n 29'6' `� 12801 V63 1.)EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. 4 6 VERIFY ALL DOOR,WINDOW,SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE 3 6E IIII----(Z8 WIDEONES2 a8'WIDE OWNER. �(ZONES 2&J) ONEtZONE 1)2) (ZONES 2 8 31� � \ O_ 4E (ZONE I) `/ T 2 (ZONE 31 n 5 1 (ZONE 2) m MWFRS ONE 31 I CDZ ............... w Reference � O Comer (ems/ i 12 v '"T10 z U p. J 111 LLI LLJ rn z 0 1 50.4 WIDE(LONE 4) I w 4.8'WIDE---III 4.6 WIDE J 4.8'WIDE J 4.8'WIDE Q- (ZONES 283) (ZONE SI (ZONE 51 —{ (ZONES 2d 31 O r O H 0 0 o O Q 'O NORTHEAST ELEVATION 10 Cw /mil t2 48 WIDE�I � < U (ZONE2&331� IZONE2&31 4r j4H DE Z d I iM 16 GABLE TRIM Z j O Q = i U EL � D Qo HI-RIB STEEL SIDING / n of L T#21 CORNER TRIM O T#162 TRANSITION TRIM LL J HFRIB STEEL WAINSCOT n T#167 BASE TRIM y w 8 38.4'wIDE(ZONE 41 38.4'WIDE(ZONE 4) 1 48'WIDE 4.8'WIDE 4%W IDE L 4 B WIDE (ZONE SI ZONE 31 (ZONE 5 I(ZONE 51 2 3'6" 32'6" 1'6" 4'-C 4'6" 40'-0.. 3�..II6 Q °4 Y O 4 4.8'wIDE M O b 4.8'WIDE e ' (ZONE 21 o v (ZONES 283) NORTHWEST ELEVATION "ONE5283'� IT ` ORAWNBY: BYBEE ZONE 11 DAZE 10/26/2011 "ONE 31 SOUTHEAST ELEVATION CHECKEDBY:LAMERE VENT-A-RIDGE (ZONE 21 DAZE I1/02/II (ZONE 3) 5"O.G.GUTTERS REVZSEODAFE.' — REVISED DATE — REVZSED DAZE: -- EVISEDDAZE — Dp I1Ely 2 q IOr HI RIBSTEEL SIDING A. Y T#21 CORNER TRIM 'f-O O T#167 TRANSITION TRIM C Z• 8'4" HI RIBSTEEL WAINSCOT , T#162 BASE TRIM L 50.4'WIDE(ZONE a) �IY WIDE 4B WIDE (ZONE 51 4'-6" I4'-6" 41'O' ZONE 51 oo e 4 O SCALE: 2��� SCALE:AS NOTED SOUTHWEST ELEVATION o SHEEINo `O S4 of S9 • • MAILING ADDRESS: PLANNING BOARD MEMBERS �pF S10) P.O.Box 1179 DONALD J.WILCENSKI �Q� Old Southold,NY 11971 Char Jf, OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex KENNETH L.EDWARDS G �O 54375 State Route 25 JAMES H.RICH III 'M (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR yC�Ul11'�� Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: May 22, 2012 Re: Deferred Revenue The site plan application referenced below has been accepted by the Planning Board and the funds may now be processed to the revenue account B21115.10. Applicant/Project Name A Tax Map Amount Check bate/No. Type # Platinum East Properties: site plan 69-6-3&4 5/2/12-#8937 application fee $788. LR PLANNING BOARD MEMBER O f� SU MAILING ADDRESS: �I P.O.Box 1179 DONALD J.WILCENSKI O� y0l Southold, NY 11971 Chair ti Q OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G • 0 54375 State Route 25 JAMES H.RICH III 0 (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR �yCOUrm Southold,NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: May 2, 2012 Re: Payments Please deposit the attached check into B691: Deferred Revenue. Fee is for a site plan application not yet accepted by the Planning Board. Applicant/Project Name Tax Map Amount Check Date/No. Type # Platinum East Pro erties: site plan 69-6-3&4 $788.00 5/2112-#8937 Att. LR w 5ANp,RA SIKORW. vz,4 8937 " WILLIAM.KELLY; P.O.BOX1680 sOUTHOID,NY �I971 PAY TO N lUnouc�Mrr �+► Sldw W,, Mu •K alawit j: M 7 .r,02i40546ti1: 6i Oa094 7 8 ,wry: N NOTES NN FINE GRADE I. ALL CONCRETE GURBING, SIDEWALKS, AND DRAINAGE STRUCTURES SHALL CONFORM TO BLUF,STONE PLANNING 50ARP STANDARD DETAILS AND SPECIFICATIONS. yy,��dy co RSE 2 TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 46 HOURS IN ADVANCE OF ALL BA ��/�''/": :Trl. /, t ru�'7/.`Y'.CYI•'/Ti'Z�l�l���?'✓I{?/'2�/. ; AC +Ry,w 1 LL-1LVL' CONSTRUCTION. COMPACTED BASE coLRSE-Y STONE BLEND 9R GRx{NW coNo.r 3. PRIOR TO EXCAVATION, THE TOWN ENGINEER'S OFFICE MUST BE CONTACTED AT LEAST 48 jy`r j�i rr/ G f re ry/j� wyyr�yr /i�i , HOURS IN ADVANCE TO SCHEDULE A FIELD IN5PEGTION OF THE EXCAVATED UjX AREA. n N xl ;Y ��ir���i�1,�i�� �� y� NOTE: THE TEST HOLE INDIGATE5 A THIN LAYER OF CLAY EXTENDING APPROXIMATELY 5' `•Cc yy- I TS`-r,>/ arG� "�W BELOW GRADE. ALL STORM DRAIN LEACHING 5TRUGTURE5 MUST EXTEND AT LEAST 6 BELOW PROPOSED SAWGIIT 0 EXIST. E.O.P.WILL gV GRADE AND THROUGH THE CLAY LAYER. eRAVEL RonDWAr PAVEMENT SEcnON (MINIMUM THICKNESS) PROVIDE A UNIFORM INTERCONNECTION / 3. LOCATION AND GRADES FOR GUR65 AND WALK5 TO BE VERIFIED WITH THE TOWN OF SOUTHOLD ` {alwrv~z:F" " rN,w ; P, Q PAVEMENT SECTION fMINIMJM TNI6KNE55) VI/NEW CURB OUT THAT WILL NOT , / HIGHWAY DEPARTMENT,5.G.OFA. OR KY.S.D.O.T. PRIOR TO CONSTRUCTION. SITE couxSe-3•;BwEsroNe ASPHALT CONCRETE 2 1/2„ INTERFERE WITH EXISTING STORM WATER '6/fix 4, ALL TRAFFIC CONTROL DEVICES, Le, SIGNALS,SIGNS, AND PAVEMENT MARKINGS SHALL BE LOCATION CzorE� vE 9f BINDER COURSEFINE GRADE FLOW ALONG THE GUTTER LINE• !FNDCOX. INSTALLED IN CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF UNIFORM OOMPAOTED BASE COURSE MON.65'E F TRAFFIG CONTROL DEVICES AND A5 DIRECTED BY THE TOWN OF SOUTHOLD, DIV151ON OF TRAFFIC 6 (EWSTIN BANK RUN OR 6• COMPACTED BA5E 4" ADJACENT PROPERTY SAFETY. OTHER SUITABLE MATERIAL) COURSE "�.O"A ,{). .pF STONE BLEND OR 4 Jl,�c� Yy,9 A D. GONTRAGTORS PERFORMING ANY AND ALL TRAFFIG CONTROL DEVICES, LAYOUT AND PINE GRADE SOIL BASE - CRUSHED CONCRETE OR• �{�� N y PROP D ASPHALT O INSTALLATION WORK SHALL NOTIFY THE TOWN OF SOUTHOLD 91VI51ON OF TRAFFIC SAFETY, 40 �" � DRIVEWAY N/O/F HOURS IN ADVANCE OF BEGINNING SUCH WORK ALONG A TOWN ROAD. *ram eIi MLINV ARM INI 6. STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION N ACCORDANCE WITH BLUESTONE TOWN HIGHWAY SPECIFICATION( VA s NDAARMINIG a / g AASHTO REQUIREMENT5. PARKING FIELD SECTION ASPHALT ROADWAY x �g 9, No SURFACE WATERS WITHIN 1. ANY SITE PLAN, ROADWAY IMPROVEMENT PLAN,AND TRAFFIG MITIGATION PLAN SHALL I( .r,D.�. / x '8 g, Boo FEET of PROPERTY LINE REFERENCE THE OTHER ON EACH AND ALL PLANS SUBMITTED A5 PART OF THE TOTAL APPROVED b 1L �... 3, P NOT TO 5GALE NOT TO SCALE .(` gp„ SITE PLAN APPLICATION. sj, ENTERANGE BETWEEN EX. E.O.P.AND .4'' PROPERTY LINE 5HALL BE GONSTRUGTED �F-� PROP. DUMPSTER LOG, ADJACENT PROPERTY '" d fi W/ASPHALT,USE TOWN HIGHWAY PAVING x . .' 24p,::' ,'. SEE DTL,5HT 2 / B LOCATION MAP: 6 $ $ 5PECIFICATION5,THI5 DWG. UA O ASPNAT.T coNOREre -TYPE 6 _ x' '�RhtE x O ,e PROP. METAL LANDSCAPE FND WAIL wO/F NOT TO SCALE w PROPOSED BELC1AN BLOCK �� 6 � \ EDGING,(IYP, PERIMETER OF 0 IN TREE ROSE SAHM F PROPOSED SITE PLAN: ASPHALT BASE CCIA25E 1 ' / RIGHARD J. SAHM rrr+� rn r�i r r r7i+7 rni�i'> OJRB ALONG DRIVEWAY, •� " BLUESTONE PI AREAL) ^� iuc ran/�✓�r�r<r 1r i�r� r,.�� �c�r� �r r SEE DWG No.S STONE BL@!D 95�COM'ACTION(STAiDARD PROCTO ij NO •\ ^0 0, 300 F,EE OF PROPERTY1r INE SOUTHOLDT Y ^� SITUATE 4 O g TOWN OF SOUTHOLD O SUFFOLK COUNTY, NEW YORK O HwD HE / max, SGTM NO., 1000-bq-06-03 AND 04 PAVEMENT SECTION (MINIMUM THICKNESS) L1i Je G? (15) TON O N �,p`',.q��' yt,� x> S.l' QV ZONING DISTRICT: 'B' GENERAL. EM151NE55 µ LIMIT OF ExISHNO w000eD CURRENT USE, VACANT ASPHALT CONCRETE I I/2" ' AQ' N �x }'1>� � x �� �8 AREA To REMAIN g6 YA ". o PROPOSED USE: LIGHT INDUSTRIAL REARING COURSE SEE DWG No5 FOR CURBING,METAL EDGING � � / � ' '�q '�:��,'�' •Q g �, � `�"� ASPHALT CONCRETE 2I/2" AND MISCELLANEOUS DETAILS � � ie.,u I OS£D �� FEMA FLOOD ZONE, WA BINDER COURSE (` xaoro / KING A' "��((-' x g, ia5 j Oo SITE DATA: EXI5TING: PROPOSED: STONE BLEND BASE 4• i ram AREA OF SITE: 3q,432 S.F, N.G. 'y 0 , ' ./ A 'p: � k g/� (OA05 AC) DRIVEWAY/PARKING AREA NO SURFACE WATERS WITHIN N Q/ \ B On\ / BUILDING AREA, 300 FEET OF PROPERTY LINE I / / „%y ,� 5D� r�RAiE x� PROPOSED BLDG WA 2,880 S.F. PAVEMENT 5E6T I ON PROP. HE LANDSCAPE �ry�� UA R / 9 ` \ ® I FND FAR. WA 0.0,3 n 3A5) NOT TO SCALE •_• „/ k��p��°/ wNc.naN. , EDGING,(IYP,PERIMETER x /i IMPERVIOUS SURFACE: (DOES NOT INCLUDE BLUESTONE AREA) m OF BLUE5TONE DRIVE) 1O'e CRATE 1 ASPHALvv T p'\ F�° P' ,' ,v,,,ppp UA EXI5TING AREA: O.O S.F. (O.DAS) U / . .I . '®' } PAVEMENT > � \ x Ex 24'0 , PROPOSED AREA: 6,112 S.F. (IS.SOAS) O 5, , TYRO HD 7 a dJ PARKING REQUIREMENT5: ry W Tv Q 9✓ ' T zo-•'-'� � ' 'f F PROPOSED BUILDING SITE PLAN BASED / a - VA sv ( ' ' PROP. \sko cvR \ eRArE. +� xls' e+ (T1 �o\�02 0 i ''T%+r� 1 5P/ INDUSTRIAL = NA ORIGINAL SURVEY BY, ,y \ a 9 DRIVE . 2 \ '"� a'' Jy " 15P/500 FT GRO55 FLOOR AREA NATHAN TUFT GORWIN III �\ �' \ uz.# �•�' ?o BX /'�� ex Wo �(/ 2,880 CO. FT. / 500 FT /SP = P.O. BOX Ib } ZONING INFORMATION: �g �e a'b a o, 1 �ro 6 SPACES REGO JAMESPORT, NY 11g4-7 W11 m g / . �- �, TEL: b31-,2,-20g0 I-H LL GENERAL BUSINESS 'B' / �/ti a PROPOSED DwvR� pRpP' rE 1 �Q ) Ex sO,P ryjo nJ 14 SPACES PROVIDED DATE: 12-02-2011 � X z LOT SIZE;30,000 S.F.MIN g,. N ' BUILDING �? sP : I'' ® ,. FND Apr , 60. �` A$PHALT '/ °'o. NRO wO n� ^�, INCLUDING (2) HANDICAPPED SPACE REV: . NAV q EXISTING. 3q,432 S.F.(OAO5 AC) GONG. ,y, Il F.FL.EL. = 12.g4 ,! PAVEMENT / �' �0 ✓ I--� N .. ��0 1� . \' �( � SCALE, I'=20'-O' 111 � O MIN. x 'F ' AREA = 2,550 5.F. rJ' .; .0 �� DATUM. NAVD Ig88 _ PROPOSED, N.L. / (/ 1, v aQ i4yser UA ..o.Q Cr��• KEITH AND MARY VONEIFF APPLICANT: D.. 4LJ LOT WIDTH,150,MIN 1IB ,v0 ,Deb c '>� � " `, [� TZ EXISTING. 16LTq' 1 242b4' �kys f� Ex ,,;.e PLATINUM EAST PROPERTIES, LLG MORTON BUILDINGS O d) PROP05ED: N.O. P max ,� / � ' '�B �'W g �HR, 4 22555 COX LANE, UNIT No.4 �-1 �0 PROP. HOUSE CONK. W/GLEA ,, 10'MI O ONE , CUTGHOGUE, NY IIcI35 IS) O FOR NOTES AND INSTALLATION �/ �L� 1. ARKIN6 / 631-,344060 LOT DEPTH; I50'MIN U" Q I'(1 REQ'MTS SEE DWG No.5 x x No suRFAGE wnrERs wIrNIN EXISTING: 163.72' PROP. I" RPZ LOCATED IN CLOSET ) 'LP >� A �' IN.PEEr OF PROPERTY LINE PROPOSED. N.G. OF PROP05FD BUILDING,DRAINAGE is 6Oo, OLP�\ "� x - FF++--ii •• PIPING TO PENETRATE EXTERIOR WALL r11. �� / �o ?TNITARY SYSTEM G/4LGULATI INS:___— - �-' -I FRONT YARD SETBACK;23' MIN OF BLIPG. SEE DWG No.5 FOR DETAILS (SEE FRONT YD SETBACK GALL.,THIS DWG) AND INSTALLATION REQUIREMENTS. sj�� Go ,g, N / 0O \ �'' \ UA ��. +. r- I ��p + - �'�/ ALLOWABLE FLOW (DENSITY), I I 1 I', n Ih J- V _I •l EXISTING, WA � 9/.•�� I` 5i A - 1 4--- !• ,�.^ >. LP ix GROUNDWATER MANAGEMENT ZONE, IV PROPOSED, 39.8' WO/P �'' x / O O TO74IN / �� O A BX I x ALLOWABLE FLOW FOR SITE = 600 6PD/ACRE I )I ENGINEER, REAR YARD SETBACK, 35'MIN 5OUTHOLD PARK DISTRICT 49 "\/__1LEO / •� ` 51TE AREA = 0.1105 AG I'I k SEP 14 2012 EXISTING: WA {, �a % ro / / NRDw PROP. METAL LANDSCAPE ( L--T �--�__._ EOF NEIv Y (600 0PO/AGREXO.gd5 AGREGI = 543 6PD ALLOWED J PROPOSED. 65b' / 0 EXP F / ex.BO^m - v T.O �,�r��r��IT.�„a 'C O SIDE YARD SETBACK, 25'MIN 6 ; 3 1 DEO1P E CALCULATIONS, ��p•� NOTE `3 LP ,/ ExP url ITy PROP BUILDING; 6EN. INDUSTRIAL' (0.04 6PD5.FJ F O 46 I � \��� O UA � x.Ff'�(LE� EDGIN5,(TYP,PERIMETER OF 2580 S.F. X 004 6 PD 1152 THE T.O. SOUTHOLD PLANNING BD HAS AGREED TO A 15' T rj / Ep l�L%/ HrORANr BLUESTONE PRKG AREA) w TRANSITIONAL BUFFER,THERE MUST BE AT LEAST 10' O„ N, •q.(� Nl. LP / TL PROPOSED SAN FLOW = I152 6PD m ewe BETWEEN A BLOC AND THE BE6INING OF A BUFFER- XY `'4, .'�`� / x� PER TO, SOUTHOLD PLNG BD IN LETTER DATED SEPTIC TANKS. LEACHING POOLS: `�O Oxaa P4 01-24-I2 1e2 �{0 1152 61ED X 2 = 230.4 GAL REQ'O 1152 GPO / 15 GPD/S.F. = '76b SQ.FT, pr USE I-8'Wx4' E.D. = 1200 GAL. L15E (6) 10'PxT E.D. = 300D SOFA e✓ EXISTING. WA NO WRFAOF WATERS WITHIN / JEFFRE TLER, PE. PROPOSED, IO' 5ETBACK FROM 15' BUFFER Boo FEEr aP PROPERTY LINE PROPOSED UA / ; vx (MIN. REQ'D FOR COMMERCIAL SY5) (TYPICAL CLUSTERED DISPOSAL SYSTEM FOR I" WATER SERVICE NOTE: MAINTAIN A 5% GRADE WITHIN 20' OF TEST HOLE AREAS WITH H16H GROUNDWATER CONDITION50 SIDE YARD SETBACK GU"TA.ATIVE, 50'MIN NO H ILS WITHIN 150 FT OF - x \• SEPTIC, SYSTEM (EQUATE5 TO I' DROP IN BY. MCDONALO 6E05GIENCE I PROPERTY LINE EXISTING, WA x �i ELEVATION OVER 20' LATERAL DI5TANr BOX 1000 SOUTHOLD, N.Y. 1111 O PROPOSED, 135.4, �- 631-165-361 LANDSCAPE AREA, 35% MIN(13,801.2 5.FJ PROP05M SANITARY SYSTEM DATE: MARCH O,, 2012 SI x TYPICAL CLUSTER DISPOSAL SYSTEM O V EXISTINU 39,432 5F. (100%) L A FND TANG, USE. EL.9.8' GRWND LEVEL 0' T C) L }- PROPOSED. 24bTi 5.F. (62b%) NON.o.5'N. 1200 GAL. SEPTIC TANK POOL 'H,4' ED) AND O 7 0 ll- m w1 ' PROPOSED (6) L COVERS ED LEACHING POOL MIXED FINES AND SAND w Z LOT COVERAGE, W%MAX(11,82gb 5PJ _ z EXISTING. OD S.F.(OW I" WATER METER (� COVERS TO GRADE) V Q Q FOR DETAILS SEE DWG No.5 EL b e' B.o'BELOW GRADE PROPOSED, 2,580 S.F.(73%) 20 10 O 20 40 60 ���o PROPOSED POINT OF sREnsH BRowN cur (OH) fV O In z BLO6 HEIGHT: 35 FT. /2 5TY5 MAX GRAPH IC, 5GALE 1" = 20'-0" Ao'l \�. x CONNECTION TO WATER MAIN M. 45 5O'BELOW 5RADE 1O, O O CL EXISTING. N/A C) TO PROPOSED 167 1 5TY \O• ME E BRN SANDFINE(50 U WOO Q Q ^ 6 EL.-OAT 10.2'BELOW GRADE `1 P Q WATER IN PALE LLL LEGEND HANDICAPPED NO PARKING SAND I(5P)r0 MED A O ry PARKINS 516N ANYTIME PROPERTY LINE EL.-T2'GROUNDWATER❑.0'BELOW GRADE O W p O 10 OIL LE) O DEMOLITION . . . • . . . . . . . . . . . . . . _ UNDWATER ENCOUNTERED.2' BELOW GRADE 2 SANITARY SEWER ss ADJACENTDESIGNATI PROPERTY DISTANCE TO (FRM YD) RESERVED O J N O WATER SERVICE ��— ® 16, PARKING p" N O z° SHEET INDEX: r EXI5TIN6 WATER MAIN W ° © 30. 4 5-1 517E PLAN �VcriElfl Shp STORM DRAIN — 50 — 50 — AV6. FRONT YO SMACKS OF ADJACENT iV 5-3 LIGHTTIING ING AND LANDANDI55GAPE PLANS Q O Q PARCELS = 23'-0° �� / �► d f`/. 5-4 EROSION CONTROL PLAN FLAW ARROW V TOM OF BOUTHOLD ZONING CODE, 5-5 DETAILS STORM DRAIN GRATE COVER ® ARTICLE XI;GENERAL W51NE95(B) DISTRICT P4-B /^� /' /O SECTION 260-50,FRONT YARD SETBACKS 8'-O" H'-O" 8'-O" F A O E : 5EPTIc TANK \ 0/ A. STRUCTURES SHALL BE SET BACK AT LEAST 100 FEET (N.Y.S.D.O.T.) SCOPE OF WORK: / \ FROM THE RIGHT OF WAY. (5EE SITE PLAN FOR LOCATION) LEACHING POOL O TYPICAL PARKING DETAIL HANDICAPPED 1. BUILD PROPOSED SHOP. / B. THERE SHALL NT A EXCEPTION TO SUBSECTION 'A' IF NOT TO SCALE 1 THE ADJACENT PAIeGELS ARE DEVELOPED, IN WHICH PARKING SIGN 2. PROVIDE PROPOSED SANITARY WASTE 1 EXISTING GRADE x 6.0 CASE THE MINIMUM FRONT YARD SETBACK SHALL NOT TO 5GALE SYSTEM, WATER SERVICE AND RPZ. BE THE AVERAGE OF THE SETBACKS Of THE 3. PROVIDE PROPOSED PARKING AREA TEST HOLE FRONT YD SETBAGK GALL. ADJACENT PARCELS. 4. PROVIDE LAND50APIN5, STORM DRAINAGE, FINISHED FLOOR ELEVATION F.FL.EL. = SEE SOUTHOLD TOWN ZONING CODE ON RIGHT - LIGHTING, FENCING, ETC. 5CDH5 APPROVAL AREA: 5GALE: NTS v p, of 5 ry N LEGEND: NOTES STORM DRAINAGE GALGULATION:' wwx.alg 0.16"71ornYGi.Wm 'O I. ELEVATIONS ARE REFERENCED TO N.A.V.D. 19HH DATUM VOLUME = AREA x RAINFALL x COEFFICIENT '" PROP. P 0 WOR PROPERTY LINE FLOW ARROW d - ASPHALT www.callal tcom CITY RAINFALL = 2"F BR. = STON q^Not (foromerstatea)DEMOLITION � � � ' � � � � . . . . . . � � � � � STORM LEACHING POOL ® 1 GOEFFIGIENT OF ASPHALT = LO �//A \ / iO� COEFFICIENT OF BLUESTONE = LO /� p SANITARY SEWER 55 SEPTIC TANK I COEFFICIENT OF ROOF = 1.0 PROP. 800-212-4480 811 \0/ BLUESTONE ' WATER SERVICE w— LEACHING POOL `O PROP05ED ASPHALT PAVEMENT = 3,232 5F z z / 3,232 S.F. X O,bl' X ID = 540 OF By law,excavators and contractors working In the For safety masons,homeowners am strongly 'n EXISTING WATER MAIN w EXISTING CONTOUR —6— PROP. BLUESTONE PRKG AREA = 5,643 5F five boroughs of New Yolk City and Nassau and encouraged to call as well when planning any 5,643 S.F. X O.Irbl' X 1.0 = 1,443 OF Suffolk Counties on Long Island must confect type of digging on their property.Homeowners STORM DRAIN — 5D 5D — PROPOSED CONTOUR PROP. ROOF AREA = 2,HH0 SF DlgNet, 1-800-2724480 or 811,at least 48 hours can=tact ua directly at 1-800-272-4480 or by $ s 2,5H0 S.F. X 0.161' X 1.0 = 451 OF but no more then 10 working days(excluding calling 811,the national call before you dig $ EXISTING GRADE X 6 O weekends and lapel holidays)prior to beginning number,For excavation work completed on TOTAL VOLUME, any mechanized digging or excavation work to personal property,It in the contractors PROP05ED GRADE X 6 540 OF + 1,445 OF + 451 OF = 2,464 OF ensure underground line ere marked, maponelbllity-NOT the homeowners-to contact Excavators and contractors can also Submit DI Nel.Ha utility lines marked nor to TL VOLUME REQ'D = 2,464 O.F. g g fr p USE, locate requests use online,through ITIC.If you do not digging Is free of charge. PROP TOP 4 BOTTOM OF CURB TOG 5600 M 12'(Px5' DEEP LEACHING POOLS currently use ITIC, m Info call ion, 24-7a03 for mom Information, C BOG 56.50 VOLUME PROVIDED = 2(123.'I6 OF � R IV E PROP. TOP OF COVER OG 65.2 N N PROP. TOP OF GRATE OG 65.2 d TEST HOLE 6 $ FINISHED FLOOR ELEVATION F.FL.EL. = YYY ACKERLY LANE PROP05EP 5AWGUT 6 EXIST. E.O.P. WILL CAST IRON FRAME AND COVER TO GRADE PROVIDE A UNIFORM INTERCONNECTION y� GANIF5I 1162 O OR APPROVED EQUAL W/NEW GURB GUT THAT WILL NOT X FINAL GRADE INTERFERE WITH EXISTING STORM WATER 12" MIN. 5EPARATION D15TANGE FLOW ALONG THE GUTTER LINE. FNO'OON */ G" THK GONG REQUIREMENTS FOR STORM ATER MON 051E. ® � t� x ® GOVER ® � ® ® ® ® L EAGHING 5TRUGTU E5 AND PIPINO- SEE DWG NO.5 FOR CURBING,METAL EDGING ® ® ® ® ® PROPOSED ASPHALT AND MISGELLANC-OU5 DETAILS EI' MIN. I� ® � o ® ® W MIN. HORIZONTAL SEPARATION DISTANCES FOR STORM " 04,a9 6 DRIVEWAY D INA LEA CHIN,-, POOLS, W' I � o oc 10.15 N/oiF WRAP STRUCTURES PROPERTY LINE = 10' MINIMUM w} .� tV,// 10�.5 IsMARIO ARMINIO x WITH FILTER FABRIC BUILDIN65 WITH CELLAR = 10' MINIMUM ® Qy�,` �� 0 9 / R uNDA aRMINIo BUILDINGS ON SLAB = 10' MINIMUM ' WATER SERVICE LINE/LATERAL5/MAIN5 = 10' MINIMUM ' IL 'Dp� " �3,R' r ` m 12'-0' DIAM. UNDERGROUND UTILITIES = 5' MINIMUM ENTERANGE BETWEEN EX.E.OP. AND hvW' TC �� >' a� RO„ U Q NON-RATEABLE SANITARY LEACHING POOLS = 20' MINIMUM PROPERTY LINE SHALL BE CONSTRUCTED, fig- TOO I" PROP. PAVEMENT AND ROOF .(U GND WTR ry SOIL PUMP STATION = 5' MINIMUM W/ASPHALT,USE TOM HIGHWAY PAVI)io sy � ' ' 2 � � BOO 10•45 DRAINAGE LEACHING POOLS r.�GREASE TRAP = 5' MINIMUM SPECIFICATIONS,THIS DWG. 24.0. '' m D I N x LAC ING P W ry CGOLLAR MATERIAL MANHOLE = 5' MINIMUM alo:` TO6 s / 6° MIN, PRIVATE WELLS = 50' MINIMUM 10.75 �x", CRATE 10.06' x PROP. FETAL LANDSCAPE ki p..� T- (PENETRATION) PROPOSED BELGIAN BLOCK '+ /5D FrvU NAIL NyoiF = RATABLE SOIL RETAINING WALLS = 10' MINIMUM CURB ALONG DRIVEWAY 0 f EDGING,(TYP, PERIMETER OF 0 m IN TREE �° ROSE SAHM t Rx m FUEL STORAGE TANKS (BELOW GROUND) = 20' MINIMUM SEE DWG No5 / oc g.m „ x BLUESTONE PRKG AREA) ,�O �/ RICHARD J. 5AHM ^.% Q \0 Elz D 0 ^U UNDERLYING SAND AND GRAVEL STRATA HORIZONTAL SEPARATION DISTANCES FOR TORMppya xIIE6 TF+S O, 12 w1 X DRAINAGENON- A HIN STRUCTURES TOG(IS �, x12.N \ `` i Dk vJ / 13 - - - f--I Q � WATER SERVICE LINE5/LATERALS/MAIN5 = 5' MINIMUM 11A �.,, � _ 0 A `ro Oyu '� — 14 I ' 11 I� (I �; 1 III W U' 1.GOLLAR DEPTH 15 NOT REQUIRED MEN RATABLE MATERIAL EXISTS FOR FULL DEPTH. UNDERGROUND UTILITIES - 5' MINIMUM O a a 11L 2.COUM MATERIAL SHALL BE CLEAN GRAVEL OR BAWL RIM A G� s.2 3.ALL DRAINAGE STRZ71RES MUST BE WRAPPED WITH FILTER FABRIC. Isf VERTICAL SEPARATION DISTANCES FOR STORM DRAINAGE LINES, R6. _ $E 1 4 2012 STORM LEACHING POOL (SD) \ ° / WATER SERVICE LINES = IH" MINIMUM _ -- SCALE, N.T.S. SANITARY WASTE LINES = !H" MINIMUM '�+ zA B ESTONE � ` / \ I �� l r" 1 1�, Q rQ �0 �O' x11.41 /i, 1106 P KING',AREA x ` / /// \x>xz SJ,O,, - - r u, _rr� - - - ✓� N l �Pe\0 a TE, off'` CY Ox / -5� ®'E \i ,s-.s J 'ROP.METAL LANDSCAPE Al k� ` T06 C}P ( x isc ar0 ... :DGING,(TYP,PERIMETER _\� x9° x "5v \i I PROP 11,15 �18' k cgkCnON. i y 2F 51 DRIVE) / 1O'e / GRATE 1 A5FHAI,T ' TOG :PAVEMENT x i2.oB z1 ENGINEER. xlan 3x * 20L � or Illt ,p3 / t aTI . 12 ( ?IIbS .71 * \ / / / e\hG10� .r> re ' w-•--I\sLD cvR /�''o; ". 1'sR�ATe 1 u�°`q�' e`� a9 + BLUESTONE, 'A �7r, \5D < IIESz \ x{ iY` 4gryy 6 (�x TOG DRIVE �X; TOG l PROPOSED a BUILDING '� 5LD°vR� PROP.' 0 g0FE55\Oc\FNO \!�, ' W`P ( 0TOG ' q vO LONG F.FL.EL. = 12.14' 6O, \0`�' .. :.r A5PHA4T \ . ilb9' \ o0 �\v ' 1 NON' x T x122L AREA = 2,5H0 S.F. PAVEMENT .IIE6 123Dc 4 a \p ^� low _ \ ryJ ) �h V JEFFREY T. BUTLER, PE c y q� 12.13 0 'O'x � h0 ' PROPOSED �T.y \0 1224 l 1 BLUESTONE 2J4x \ �-'. O yUAf O 1 ..1�,PARKIN6 AREA rat 0� Lam+ p= V O LPG® u x \\' x Q,ts x O d- N A` y 1 (L 2,24x/ LP\ z O Q O �'LP «D3b 1 \��. p"1 U Q Q 7 N/O/F .ON' x:; o o >--c/ x ', WW1., qi Q m O z Q 5OUTHOLD PARK P15TRICT \ _� LP0 / \'.ofY lz/ O 0/ i4' / (LI O cl� CCL L E%P� / .b/ l j UT O L) Q 3 �/ Q 1 2 / lutt PROP. METAL LANDSCAPE NO 5 pO1 �� \o�1\Lp / �� POLE u.9a= BLUESTOIJE RKG PERIMETER AREA) OF Q LP Q O (N J i J\��NnP��.. NOTOMAITIrJ/AIN A 5%GRADE WITHIN 20' OF LL W LL Cj (I SEPTIC SYSTEM(EQUATE5 TO P DROP IN # LL, Q 1 E PPIOP05EP e ��y0. ELEVATION OVER 20' LATERAL DISTANCE) V O LN O I" WATER 5ERVIGE " x �zj, J V PROP05ED SANITARY 5Y5TEM F-I N lL \^h / COVERS TO GRADE, FOR SYSTEM Q a a x / / .. �qZ / INFO SEE DWG NO.I Z / z O O Q k NO LONG.MON MCN.031k E \ ry PROPOSED PA E : I" WATER METER PROP05ED POINT OF I DRAINAGE f� /� FLAN ' 0< Iko2kW x CONNECTION TO HATER MAIN GRADING A `1D J� RAI �lAGE I L.A � ti GD \� � G R g 20 10 O 20 40 60 80 100 GRAPHIC, 5GALE I c = 20'-O" of 5 ry GREENEIRIAligs WALL SCONCE (Various reflectors are protected by U.S,Patent No.6,464,378) LalculatlOn Summary � R ry M1 ACKERLY L HOUSING•The aluminum housing Is &1LLASTS ELECTRICAL COMPONENTS FINISHES•Each i x ure s finished with Label GalcType UTlts Avg Max Mln Avg Mm MaX/Mh available in two sizes and Is a rectangular - •Electrical components are factory- LSIR DuraGdpm polyester powder east I CalcPts Illuminance Fe 0,45 T5 OA NA. N.A. shape. All mounting hardware Is mounted In housing and prowled with finishing Process, The DuraGrip finish Si stainless steel oreleclmzine plated steel, voltage specific leads which extend out withstands extreme weather changes WALL MOUNT- A galvanized-steel the back of the unit through a rubber without cracking or peeling,andta g Lumirxatae Schedule universal wall mounting Octalgonal o grommet This grommet moisture guaranteed for bronzeve , years, Standard mounts directly to a4"octagonal or entry of Insects,dust,and molslbre Into colors include bronze,black,platinum Spbol Qty Label Arf'mt Description LLF LUmen5/ Ann, Loan. Arc. Watts L!o square luncu m box, An EPOM gasket the fixture, The need to open the fixture plus,buff,white,satin verda green, Is supplied to he Installed between the to make wiring connections is eliminated, metallic silver,and graphite. Lamp Lumensm = FN.O3E. F CONC mounting Plate and function box,Seeking thus making Installation quick and easy. DECAL STRIPING-LSI offers optional color- e I g 8 A 5NGLE GBW5-FT-42-GEL-F 8' M.H. 0.-150 3200 I861 45 r'ris, the function box from smranceef water. UL power d HIDfactor components with 0'F coordinated decals ln9standerd colors to The Balvanlzed-steeluniversel plate powerufaCfompact ts Fluorescent far-20°F accent the fixture.Decals are guaranteed Maintained Footcandles levels at grade. allows the fixture to securel allach la the starting, Compact Fluorescent ballasts ap `V3ry y are Electronic Universal Volta for tide years against peeling,cracking, r design which usingAutoplac with g Voltage oriedinp. Total Pf0�8Gt Watts = 360 QF wit/F designwhkh Is locks,Iola universal 277Vg, oHz)cr 347V(BC,d DIF feaure ' / UA S MARIO ^RMwIo 4 two hex-hcad screws, The universal slatlNp, Compact Flugmscent iLxwres PHOTOMETRICS•Please visit our web site 4" / LINDA ARMING plate peaks the fixum to be mounted with UE(Unlvereal Electronic)voltage arc at MMAIl-WWIWUAM for detailed JEFFREY T. BUTLER, P.E. 15 NOT RE5PON51BLE FOR SAFETY AND available with 0o premomeiric data, 5ECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS. THIS I5 NOT /. �9 9� In the upllghllnp position(listed far damp for multiple optional dimming ballast A RECOMMENDED LIGHT LAYOUT. IT 15 A IPE516N BASED UPON 5T, locations)or downtlphting position(listed II types oncontrols occupyh as THE SOUTHOLD TOWN CODE - ARTICLE XXXXV-OUTDOOR LGHTiN6 for wet locations). building lhting Available batter a back-up anc O, PROPOSED SLREENIN6 ON NORTHEAST ) p v 4 OF sensors ding battery back-up B BB / SIDETEDPROPERTY AS 5111 APJ (ENT DOOR with FRAME•The aluminum doarlremk 32°stadinA temperature and CWBB O � (PLANTED ALONG ADJACENT with two stainless steel captive fasteners ( ) THIS IS NOT AN LSI RECOMMENDED LIGHT LAYOUT. LSI IS (0'stading lempamlure)are f 20 or 277 allows easy access Into iheflMure. A NOT RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE UA OO RESIDENTIAL SCHEDULE, THIS SEE voltage for U.S,applications for 26 watt > PLANTIN65CHEDME,THIS DRAWING / one place oorinMs againstthegasket seals TO INADEQUATE LIGHT LEVELS, the tlaoMRme against housing. The forough70w adala and voltages rp ry ry a� O N/O/F use Is Canada. la es anti volta es for 6 FIND NAIL tiro(swings open and Is hettl In plan by use in Canada. g g 6 $ 8 N TREE ROSE SAHM a GREENBRIAR ' O RIGHARD J. SAHM a retainer. l �O LENSIGASNET-Alla[clear tempered glass REFLECTORSNISTRIBUTION PATTERNS �(') o lens,which Is sealed to the doorframe •Forward Throw(FEW,FT)and Type III 4 AD O �sr� �� / O with EPDM AaskednA,Is standard. An (3)reflectors are available on small and W�L SCONCE Ex a!TT' HRD D Fr° .� onlmost polycarbonate Compact Fluorescent lens Is available medium. Wall Wash MM1 reflectors big IESNA FULL CUTOFF O IC, O W an most Compact Fluorescent llMures. are also available an small. All am high (15) TON UO'M gyp"' `' dertoed by the lull NAcut (doff distribution as SOCKETS•HID lampholders are glazed tleMed by the lESNA(downlight position xmelaln,medium um basbase for the small ACKERLY LANE / O o LIMIT TOREMAIN w0oDED xS Fso fixtures KVugerated. The accordance with ESNA gultlelinesin .l' O hC � AREA TO REMAIN �� U zw� � fixture,4KV pulse fated. The Compact .'tb ax l00 �� Fluorescent fliduros feature a one-piece Ow HRD No O thermoplastic sacker yr 0 6 LIGHT SOURCES-The fixture is designed to �Y `` Halide.Poperate o th horizontal Pulse�Saart Metal o t eSlad Metal Halide educed, / m oh / Ceramic Metal Halide,Metal Halide,High ry P• re Pressure Sodium,and single,double PROVIDE STREET TREES, PLANT 'h \ UA FNO or triple Compete Fluorescent lamps. . FNo ,'LO , APPROX. 30'OO, (SEE '�' AN.,•w-/ GONG,MON. tamps supplied as standard-HID MON 03E. PLANTING SGH,THIS DING) (clear.(clear.shipped Installed),and Compact y, 3e UA Fluorescent(coated,COOK). / .(Y Ex.24'0 EMERGENCY OPERATION•A variety of / HRD WD Integral emergency options am available / MARIO /O/F to comply with Life Safety Codes which S` Oa O �w asrre �y require emergency lighting along the / / LINDA ARMINIO �/ m UA t}r- path of egress an the building's Matter, ry �' aFt so building occupants can exit safely• / '83 F, a L) 2\, wd' F Integral Emergency Battery Back-up / 7O" t— �\ options are available on Compact / W N BX Er,M^a Q/ Fluorescent units. Emergency Quartz options are offered an O a HI antis. Options / Q IQ for one or two 12 volt sepseparatecimult(s), FNo EX 30.0 qU oa��P 1 for use with up to 35 wau Halogen LONG, \ \ LED WD D0,\Y �(r' 1 lamp(s)are available on both Compact RJD WAIL 805E 5^MM t h+i In MON Fluorescent FluaroeCeat and HID unlls. 0o IN TREE yj RIGHARD J. SAHM a LU Li- UA � -f _ II `\h . . - I�-•� O z LIN � 1 �9 Y r 4 I O Q VP .� m�av,o '� � �� �. . o, e �• � '`' � � ', ��I I SEP 14 2012 I I_j � Q 2: tit _� P a �, � o,,�ja +�aM1�w �J�r 2N (0V UA '\O �tl . . {y— I.. /,. W° b b b C\ J Fy '�-/ O g O �a O, b C , b � b b O lT II//Pr "111///ttt 111 •/y��j'!O�J A \�/ 1_YV\�J O ,O b b O b b b . O b d O b � O�,(� Iry WO/F 0 0 V ° 50UTHOLD PARK DISTRICT BX � � " 0\O b b b ,y'��' �' h b b O b O O O ^ n b p b b 1� y Ex 30"e tD b a a o--v—y ENGINEER, HROHID g o e b b o `o , b 9 0 • 0 9 o y�y �, p'� GONG.MON, _ o 0 2 p 0 `e , 'b o o, e=�Ca/1b NIZ VV I� E lqq °. ±. A" '. N ° b b I] O b O b O G �- UA x,F KC W b C a_a SF O O b O b b O b b q ,p b O b O O O b b b b .lip b HYDRANT \ e' P; a 'f- C"q, \ N•G Li jP ° IMP ••' `" A' U' li O O b b O 4 O O ° o. O b O r W 'l/� m c ti G B' N G'' 6: u o N o o • o e o e o a ' o ° . 0 4 0 Cl W J o L'` B o o 0 0 0 , e o ' ob , a , e,1 o g • c e � �4 c 2 l i A.w =Co UA o e b 4 o O o oN b O b O b ''b b b O b\ ` `^ %/V/////� \.•`-•! PROVIDE STREET TREES, $ 'rs E' c e 1�.+ e. o o c a - p o g p O^ b b O O PLANT APPROX.30'Q.G. '•' b N ^G.I A r „ w a N P b O b g b b b O O g o b\ O b O g O (SEE PLANTING SCH,THIS DWG) FND o P' ° _ �^ Er # Wi 60 # •" : G a e a e g' o b °o o c b { ° O�� , JEFFREY T BUTLER, PE. J (� O �,• r" b' b' O b O b O e , ^� Q EDGING 5HRU5 BED NON. o £ 5 - +' _ , o n' , \o V O SEEDED MOO LONG / P G' ~ "' ~ c b b N O b b q C O U b O NON.031N. i TOP /a1", LI�NDSGAP I NC PARTIAL PLAN w c o b b b '�� L� o 501E V toy e b b O p. WWI < o k�O 20 10 O 20 40 T` 6o ' N " o ' ° O� ry z Q o IOk 2 GRAPHIC SCALE 60 80 I° = 20'100" /s��q,1 '0, _ N o'u'- c , n o o, b b PROP,6REENBRIAR KAU SCONCE PLANTIN6 BED 5 \O1. G c G o e e 9 . ob 0131,15-FT-42-GFL-F } SHRUBS�/� Jj I� c MOUNTED B'A3ovE sRADE ,NoW� 1� Q m Q z Q/ 'V '�r' C n' WN °• NOb b 90' ° 1,rP GI B) D(' -Y "` "' /n rO K IN. ,�A. b O O b n V �1 < IE N/O/F Sr�VOM" r G _ o o o• N 9 b _ b a b // y V < 50UTHOLP PARK DISTRICT p�� a o f • e g o b • ° � v l� Q Q IRRIGATION NOTE: - ° a a w 1 ALL LANDSCAPE AREAS ARE TO HAVE c ' G u o ;' e. o: . e e < < NI 2) PIECES OF REINFORCED AUTOMATIC, IRRIGATION SYSTEMS / LANDSCAPE SCHEDULE e 7 '�D � _ o w o g z O / RUBBER HOSE 4 DBE. STRAND INSTALLED AND MAINTAINED 3 `SO }� b' `" B e ° g ° g' b g ° g' ° a Q 0 (3 (V 012 WIRE, TWISTED. 1.: ��' BOTANICAL NAME COMMON FLAME $�� }���, ? p b b b c o TILITT J V U) 1 C,EOAR STAKE 6-0" STREET TREE O ��' u W a o 0 9 e o ti o 0 o e POLE IH9' O —I O LONG 2" TO 2 3)4" PIA, 5PEGIFIGATIONS WRAPPING (BURLAP O0 •Qp �N ° ° ' ° • ° • ° o e \ W # O Q QI UA q ULMUS AMERIGANA LIBERTY ELM 2"-3'CALIPER O s b O o �, Q OR KRAFT PAPER FOR TREE PLANTING `v 9- 12" PINE BARK WRAP) L TREES SHALL BE OF NURSERY STCGK OF AN APPROVED EVERGREEN TREE ° ° b ° o(tN1LLH) IF NO SPECIES,GROWN UNDER THE SAME CLIMATIG CONDITIONS ASITE. O Dr. THE PARTICULAR 5 THEY SHALL BE OF 5YMMETRILAL TON 15 THJJA OLCIDENTALI5 DARK AMERICAN B' MIN, O b o ° , GROUND LOVER GROWTH,FREE OF INSECT PEST AND DISEASE,SUITABLE BASED ON THE INFORMATION PROVIDED,ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT 3" CALIPER (MIN,) FOR STREET TREE USE. 'NIGRA' ARBORVITAE RECOMMENDED POSITIONS,FORM THE ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLICABILITY PR THE Y�I TEMPORARY 2,THE AVERAGE TRUNK DIAMETER MEASURED AT A HEIGHT OF SIX INCHES ABOVE THE FINISHED GROUND LEVEL SHALL BE A \^ LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS, r r••, Q $AU G GER FINAL GRADE MINIMUM OF THREE(3)INCHES, DEER RE515TANT 5REENING a`./ 3, ALL PLANTING SHALL BE DOVE IN CONFORMANCE WITH 0000 THI5 LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN ~TO B HORTICULTURAL HORTICULTURAL RRA THE ACLLCWIN5 I5 DECLARED UNDER CONTROLLED CONDITION5 UTILIZING CURRENT INDUSTRY STANDARD LAMP RATING',IN ACLORDANGE TO BE GOODHALLEW PRACTICE, C B ILEX GRENATA JAPAt'E5E HOLLY B'-T MIN WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY Q r�_ $OD ON (U THE TRIMK SHALL BE WRAPPED W/WRLAP OR KRAFi MANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE,TOLERANCE IN LAMPS ^'` PAPER POLE WRAP 4 THE TREES BE STAKED WITH TWO(2) FND LONG AND OTHER VARIABLE FIELD CONDITIONS CALCULATIONS 00 NOT INCLUDE OBSTRUCTIONS SUCH AS B" TOPSOIL CEDAR POLES SECURED ALLBE TO THE FREE D MEANS EVERGREEN 5HRUB MON.05N. 5 H 011,1G5,CURBS,LANDSCAPING,OR ANY OTHER ARCHITECTURAL ELEMENTS UNLESS NOTED. PAGE : (2)ALL TREES SHALL BE TRANSPLANTED BALLED AND B a B WHERE BURLAPPED,AND THE BALL BW 20 LIN FT BUXUS MILROPHYLLA KOREAN LITTLELEAF 15" TO 18' SPREAD T $PELIFIED. SHALL BE AT LEAST TWO AND ONE HALF(2 1/2)FEET IN BOXWOOD DIAMETER PARTIAL LIGHTING N PLAN DIAMETER, S-0' (3)ALL TREE PITS SHALL BE BACKFILLEO WITH TOPSOIL. TOPSOIL 4. ALL TREES LISTED UNDER(U HEREOF SHALL BE BRANCHED A` BAGOILL OFT1LOWER TO 17 FEET WITH A MINIMUM SPREEAADAOFTOP OF 4HT ��O UA O TON BX („) IL 5 0 02 3 ARE PLANTIN6 DETAIL FEET. 0�ALE, NITS C) (0� \�\\ zo 0 L zit 40 bo 50 I00 GRAPHIC SCALE P1 = 20._O of 5 0 LINE / 5YMWL Lr:(5END ACKERLY LANE LEAGHING POOL WITH OPEN GRATE LEAGHING POOL WITH CL05EP COVER ( p 1 a (LAST IRON TO GRADE) \ / FND LON6, ` S MON.03'E Ff• 1 ro to EXPAN51ON POOL (FUTURE) .; .. Ji::.. qvq. MARIO A RMINIO c SEPTIG TANK a (Q Q\ PROP05ED STABILIZED f'• :.":.'. / LINDA ARMIrvIo \ y/ CONSTRUCTION ENTRANCE ` /:�'' . 'qYI q (SEE DETAIL,THI5 DWG) 70, � '' ':' '83 R• '" PROPOSED SILT FENCE AND LIMITS OF CLEARING, GRADING f:` ^ STRAW BALE BARRIER, INSTALL AND GROUND DISTURBANCE: ALONG PROPERTY LINE AS SHOWN...... n �1� / S 1 \ (SEE DETAILS,THI5 DWG) FW NAIL woiF 5 32,740 SQ•+ i • `0.7517 AQ I 100 RICHARD J. 5AHM ` IN TREE ROSE SALIM 3 '10' MIN. 0� 4 \ �� - s STONE PAVEMENT EXISTING tx 35"1 EXISTING 2' PAVEMENT O HRD wD \ \ \ Fo GROUND - S'x �aP :: y, T _ - LIMIT F W HOOPED AREA REMAIN Sva FILTER CLOTH MOUNTABLE BERM PROFILE (OPTIONAL) W+y nRo o �`�' �• TO' MIN. }30. b b 6 PROPOSED SILT FENCE AND O� STRAW BALE BARRIER, INSTALL IV ry / ® � \ z ALONG PROPERLY LINE A5 SHOI^AI 61 WASHRAGK (SEE DEAILS,THIS ,@ " , OON (OPTIONAL) o O \� .. / . ', ' . �� y4;�8/ LONG MaN, EXISTING - R ' Off ,v eO �• o .10' MIN; ' EXI571N6 h� HRD w"d� Ex ��• a . / O\\ / O . , v v PAVEMENT �, PROPOS\ ZREGATE . ! YET pRgINAGE INLE7 ®'v 'v 9 • e V , v t'f UY'.r h•rV:p o\� /J, o" NROTEGTION, TYP OFT (SW OTL THIS pk'JG1 �\ �� ' A-I NL r DRAINAGE TO m SEDIMENT TRAPPING PLAN o 6. �o. o .t , + x 00 W m DEVICE SEE NOTE 8 - \ xx coNc, �aa 6 ® / Ex.TD V 0y �07 a W Q \ w wv OOn' �G�1 O Z LL I. STONE SIZE - USE 2" STONE, OR ETRECYCLED (EX E P CONCRETE LE RE ENT /MON 2. LENGTH - NOT LE55 THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD � � � _ � �o APPLY) MM 3. THICKNESS - NOT LESS THAN 6". 4. WIDTH - 14' MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. `srf� 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE, � �s7 Er,lam CI H � J) 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACRO55 THE ENTRANI If: PIPING S1.EDIMENT oNT E BL GENTRA ENTRANCE MALL BE SEDIMENT IDD IN A CONDITIONDROPPED, ICH HILL OOR PREVENT TRACKING DCKING OR PUBLICFLOWING OF is' moo. / OQ•� SEP Q Z�12 I 4 0 O nreo wo PE-5 HILL BE RMITTEP. ONTO RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. EWE, INSTALL POSED SILT F 8 PRO . WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH STONE AND DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICEALONG PROPERTY LINE AND 9. PERIODIC INSPECTION AND MAINTENANGE SHALL BE PROVIDED AFTER EACH RAIN. TRANSITIONAL BUFFER AREA AS ?• f bo CON51EXTION ENTRANCE 5HOM (SEE DETAIL, THIS DWG)woiF NOT TO SCALE 50UTHOLD PARK DISTRICT v A \ / EN6INEER. Ex Y / F V ID.+Dm ��pyNEe Yp Oar 9 \ x/�IEwv'� O., HYDRANT h R S�� EXTRA STRENGTH FILTER FABRIC TEEL � �• � / / RECIV. WITHOUT WIRE MESH SUPPORT S OR WOOD 2" X 2" STAKES m � \C�. •""' e 2 POST (TYPJ BUILDING WIRE f� (TWO PER BALE) 10' MAX. O.G. SPACING OR TWINE II HIRE SUPPORT FENCE PROPOSED PROPOSED SILT FENCE AND `=,0 & MAX. O.G. SPACING - STRAW BALES I" WATER SERVICE STRAW BALE BARRIER, INSTALL ALONG PROPERTY LINE A5 5HOWN W/O WIRE SUPPORT FENCE �, (SEE DETAILS,THI5 OHS) JEFFREY T. DULLER P.E. FLOe COMPACTED MOM I N�D�NG. EROSION CONTROL PRTAL PLAN .o 3N FILL w o O ry \ \ \\\ • • ATTACH FILTER FABRIC SECURELY 1 GRADE I" WATER METER z O zo to o zo qo bo ao Z TO UPSTREAM SIDE OF POST \A I ,r70 PROPOSED POINT OF I" = zo'-C-O" p., < m /\ \\/\ ':?y/TY/ %� / V 60�t➢' �ko2�\\n m p CONNECTION TO WATER MAIN `U O z O ST HIGH POLE (MAX) < STEEL OR WOOD P05T W � o J TRENCH W a LIA a Q SECTION 0 z Q FLAW FLow OF BOTTOM OF HAY BALES HAY BALES EAGHING 0 H- O O N DRAINAGE SHALE a POOL 1 2"1 5TAKE5 0 - O -J (TWO EACH BALE) 0 ()_ LLU�..JJ O O � " \ V 3 # U- O O /jN/\ \ \ \\ FLOW y Z i\\//\\ 'i::E.,':/\\/\i 6/\/ /\/\/\/ GRADE FLOW 0 O S / \, •�/\/,( \/ \//\/�\/i 3/4" MIN. COMPACTED COMPACTED UL N O DRAIN ROCK P `N INLET C/� O O BAGKFILL �A`1�'� BAGKFILL O N 4" X 6" TRENCH :% \/\\\/ STAKES (TYPI BALESCH. SE BE SET N. ;d. ;r y Q Z W \• �/` W/ COMPACTEDZI SEE SECTION. 4" TRENCH. SEE SECTION. \ �� In BAGKFILL f\\�//✓ 11 W m O 'Q TRENCH DETAIL INSTALLATION WITHOUT TRENCHING w;1 O Ca NOTES n 11 11 // 111 III 11 ° p 11 �1 n n Pf�C SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE PONOING EFFICIENCY. u a II n II 1 11 11 BALES TO BE SET INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY, ELEVATION IN 4" TRENCH REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-51TE TRANSPORT. 51LT FENCE DETAIL 5TRAW BALE 5ARRIER STRAW BALE BARRIER ® LEACHING POOL q- NOT TO 5GALE NOT TO 56ALE NOT TO SCALE of 5 O n S/4' T" 4000 P51 CONPRETE x —x —x —x —x —x UN 2B DAYS ONVIRGIN UNDISTURBED 501E CURB RIV K&YsDEPRE95M AT V GHAIN LINK DRIVEWAYS I LIKE MAX. B" TVE TRAFFIC BEARING o ABODE FLOW LINE PROPOSED GONG LOVERS TO GRADE(TYPICAL) x FENCE W/GREEN x BUILDING PRIVACY SLATS _ FLOW LINE R o MAINTAIN 5% MAX.SLOPE FROM EDGE OF SANITARY o x x } SYSTEM OUT 20' IN EACH DIRECTION d A x 10k40' GONGRETE x 9P7SO.CI.�PoOruJ� EL=12.g4 X TYPICALDISPOSAL SYSTEM B' THK GONG ro -______ FIN.FL. 4� z_ PAD FOR Q D MPS ER p I GRADE EL. 12,20' G.I.CAVERN G.I.COVER FINAL GRADE N G.I.GVR EL=11.T8' .I.CVR ELNI223' ' RIG BEARING o x x FRONT VIEW s.: ro,s.: � - - 4' DIA PVG PIPE j_ 1127 11.12' 11.12' S GHAIN LINK FENCE x x b"MIN 'r 4 ""VV 1 GREB RDUH. L AND SEED To E:10.46 4" DIA, WG PIPE m q PRIVACY SLATS RO.W. 5�NOTE s2 O DISTRIBUTION LP q O2.Sy4= 0.21' 11 LUF � 2 LP tit b ( I ORANIT5 J,M,M 391UPIAN IE=10.21' To 1E; 2g' ®Ye' /L.F. _ ® ® 7EEK ® ® ® ® 3' MIN. , S (I OF 4) I'W" ' BLOCK INSTALLED ON END 4- HOUSE TRAP, .0 4 IF TEE 3b3" = 0.30' IE.=g.4T' ® � ® ®0 12' O.C.EA EDGE \ 1200 6AL 3 MIN.TOOL SEE HOUSE GONN NOTES ® ®° 4"MIN I T ® B EL OF POOL BLUEsrorE suRFAce ® a OSEPTIC TANK ® o o S65 DATA YELL NpTESTHOLE WATERB D o EL.-0.4' y BOT OF TANK = 16.02 BO7 OF POOL = 7.41 • 1MOUNTIN6 • • 2" SAND BAND ' , HIGHEST RECORDED 6RO11WWATE-R: V GLEAN SAND 10' O" DIA '. SEE PLAN c ' \+ +/ c °. SECTION 6W(NGVD2q) = 5.4b' (NAVD Ig88) COLLAR '' 5 O FENCE EDGE I.-0. 2-es TOP a DATUM NAVD Ig88 USED FOR THE PURPOSES OF THIS DIAGRAM BEAM TO EXTEND SOT. CONT. 10" MIN. BELOW W/a3 TIES B FIN.GRADE 24't OA. 10'-0' p SECTION A PLAN VIEW 12. PROPOSED SEPTIC RISER DIAGRAM NOT TO SCALE www.dlpnetnycll.com STERS ENCLOSURE JUMBO BELGIAN BLOGK Nrtwvorxary or DUMP PER S.G.D.H.S. STANDARDS FOR APPROVAL OF PLANS AND CON5IRUCTION FOR SEWAGE SYSTEMS ►'/�/ www.cell811.com SCALE: N.T.5. FOR OTHER THAN SINGLE-FAMILY RESIDENCE5; DATED: JULY 15, 2000 V �/� /�� &A6 amp (for other CURB DETAIL 1/„/�i l/.`/' q �7 �7 q q NOT TO SCALE UOO'G7L'��UO 8II BORDER CONCEPTS, INC. BORDER KING Bylaw,excavators and contractors working in the For safety reasons,homeowners am strongly STEEL LAND55APE EDGING 1/4" X 5" W/ the boroughs of New York City and Nassau and encouraged to call as well when planning any 15" LONG STANDARD STAKES Suffolk Counties on Long Island must contact type of digging on their property.Homeowners CONTRACTOR TO INSTALL ED61N6 PER at, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800.2724480 or by MANUFAGNRER'S RECOMMENDATIONS cot n4"'(toro than 10 working days(excluding calling 811,the national call before you dig @skends and legal holidays)prior to beginning number.For excavation work completed on FINISHED GRADE, PLANT BED, any mechanized digging or excavation work to personal property,it Is the contractors DEVICE COMPANY MODEL NO. SIZE UI LAWN, OR GROUND COVER � ensure underground tins are marked, responsibility-NOT the homeowner's-to contact BAGKFLOW PREVENTER INSTALLATION NOTE: PROPOSED BLUESTONE Excavators and contractors can also submit DlgNel. Having Willy lines marked prior to � m START-UP AT INITIAL INSTALLATION AND AFTER SERVICING: RPZ WILKIN5 915XL 1.0" DOMESTIC WATER PARKING/DRIVE TOPSOIL locate requests online,through]TIC. If you do not digging is free of charge. O THE DOWN STREAM SHUT-OFF SHOULD BE CLOSED. SLOWLY OPEN UPSTREAM 1-8 - currently use ITIC,please cell 00524-7603 =Jl SHUT-OFF AND ALLOW THE BAGKFLOW PREVENTER TO FILL SLOWLY. BLEED AIR AT 1= = 1 11 = = 1=�—ll1 —W I—III—�III—III I —III—I 11=1TI—I�I f=1Tl= roc mom mrormebon. EACH TEST GOGK WHEN BAGKFLOW PREVENTER 15 FILLED, SLOWLY OPEN THE DOWNSTREAM SHUT-OFF AND FILL THE WATER SUPPLY SYSTEM. TH15 15 NECESSARY To AVOID D15LODGING "I RINGS OR CAUSING DAMAGE TO INTERNAL COMPONENTS. IS" STEEL STAKE =T=III=III= SEPARATION DISTANCE N [25TAS FOR SANITARY SEPTIC TANKS: I - = -T=�-�=L11 -�z MIN, HORIZONTAL SEPARATION DISTANCES: � m �i-1�=1—L=1I 1=1I 1=1I T_=1I I—T_—III—iii—I I-171 -1 _ n_�_I -[-1 1=[=1I -1I =I =1I 1=III=1=III=1 CHARLOTTE, NG L. J- - -�-�. III III III III III=III=T=III=T- BORDER CONCEPTS, ING. B. BUILDING BUILDING H/ 5E ILLAR =f 10� O M. LIG STORM DRAINS BASIN= 5 5 00 F� : • D. SURFACE WATER (WETLANDS) = l5'-O° NON-LEACHING) � �� � TO FACILITY =T- - - - - - -� -�-L III I-600-8,45-3343 :, ll III Ill InI ilT1 L1m1 I�IImI Im]ml Im u r 70a 541 5610 (FAX) I� 9 W STEEL EDGING FOR 5 F-t x z F. PUBLIG WELL = 200'-0" N. SAN. L.P. _ &-0" - G. PRIVATE WELL = 100'-0" P. PROP. LINES - '-0" $EP 14 ZI 1Z .. �I, CQ < O H. RET. WALL (WTRPROOF) = 10'-O" Q. TO. SLOPE = 25'-O" ' fBLUESTONE / LAWN PARTITION J. U/G FUEL TANKS = 20'-0' R. BLUFF = 65'-O" 5U1LDING WALL NOT TO SCALE HEAVY PITY AND LOCKING DRAINS TO BE N CAST IRON COVERS TO O SCREENED ° 2" DRAIN HEAVY DUTY,LOCKING,PAST IRON FRAME AND 11$1 P w DRAIN PAN COVER TO GRADE PAMPBELL 1162 G OR (V TO 55 12"xl2- FINAL GRADE APPROVED EMAL FINISHED GRADE fro SS B"MIN TRAFFIC NIZI 111 RPZ - PLAN VIEW 6RADE f 20 MIN ry 24" 1NG TOP (DOh1E5TIL WATER ONLY) "�' 157RIBUTION LP (I OF 2) LP TRAFF��� "+ '3 .. 20"MIN NOT TO SCALE I it RPZ DEVICE SUPPORTED PER RPZ 3' MIN. ® ® � ® (®® 3' MIN. BEARING COVER (DOMESTIC WATFR ONLY) INSTALLATION INLET :o REQUIREMENTS NOT TO SCALE ® ® I MIN 4'DIA :o s ENGINEER, T ® BOR 35 PVC MIN 4'DIA, FLOW LINE RPZ INSTALLATION REQUIREMENTS: I ® © ® � o e PIPE OR B" PIPED WG ,OF NEW EQUIVALENT :r d� PIPE OR A Y INSTALLATIONS MUST MEET ALL SUFFOLK COUNTY AND NEW YORH STATE REQUIREMENTS. 2' MIN ABOVE t F PITCHEDMIN nl i Bi VALENT �P Fpe T. Bor o9 HIGHEST l0'-0" DIA. SEE PLAN NON-RATEABLE $ IN/I FT BAFFLE PITCHED MIN. I. CLEARANCES III. DRAINAGE (CONTINUED) RECORDED ry SOIL WALL § $IN/I FT Yi 9 A. ALL ASSEMBLIES SHALL BE INSTALLED WITH A CENTERLINE HEIGHT FROM 00 INCHES G. ALL DRAINAGE FROM RPZS SHALL BE VIA GRAVITY FEED TO DRAIN. I o TO b0 INCHES ABOVE THE FLOOR. ANY INSTALLATION AT A GREATER HE16HT SHALL D. AN AIR GAP MUST BE MAINTAINED BETWEEN THE RPZ RELIEF VALVE OPENING GROUND WTR in �¢ BE PROVIDED WITH A FIXED PLATFORM, A PORTABLE SCAFFOLD OR A LIFT MEETING AND ANY DISCHARGE PIPING. THE AIR GAP MUST BE AT LEAST TWICE THE (::GOLLAR MATERIAL [�EENETPATIONUI IN. 05HA STANDARDS. DIMENSION OF THE EFFECTIVE OPENING OF THE RELIEF VALVE; BUT IN NO - - -B ALL OF THE RE IEF VALVE AND THE FLOOR.PZ DEVICES MUST HAVE AN I& INCH MINIMUM GLEARANGE BETWEEN THE BOTTOM CASE LE55 THAN I INCH.E. MAN FAGTURER5 AIR GAP FITTINGS MAY BE UTILIZED PROVIDED THAT THEY ABLE SOIL a •' I 9OA'ESS01P�'0 G. A MINIMUM OF 12 INCHES OF CLEAR SPACE SHALL BE MAINTAINED ABOVE THE MAINTAIN A PROPER AIR GAP AND DO NOT ENGL05E OR COVER THE ASSEMBLY. RELIEF VALVE. THESE FITTINGS ARE ONLY 51ZED TO HANDLE INTERMITTENT UNDERLYING 5AND AND GRAVEL STRATA JEFFREY T. BUTLER, P.E. D. A MINIMUM OF 30 INCHES OF CLEAR SPACE 514ALL BE MAINTAINED BETWEEN THE AND LOW FLOW DISCHARGES, ADDITIONAL DRAINAGE CAPACITY MAY BE _ FRONT SIDE OF THE DEVICE AND THE NEAREST WALL OR OBSTRUCTION. REQUIRED TO ACCOMMODATE A CATASTROPHIC RELIEF VALVE FAILURE. NOTES m — ` — _ _ _ E. AT LEAST 8 INCHES CLEARANCE SHOULD BE MAINTAINED FROM THE BACK SIDE OF F. NOT USED I.COLLAR DEPTH 15 NOT REMIREI WHEN RATABLE MATERIAL EXISTS FOR FULL DEP H. THE DEVICE TO THE NEAREST WALL OR OBSTRUCTION. THIS OLEARANGE MAY NEED G, NOT USED 2.COLLAR MATERIAL SHALL BE GLEAN GRAVEL OR BANK RUN. NOTES: TO BE INGREA5E0 FOR MODELS THAT HAVE SIDE MOUNTED TEST COCKS OR RELIEF H. NOT 05ED CONCRETE M TEST 4000 ST. . -6 DAYS O VALVES THAT WOULD BE FACING THE BACK WALL. J. ALL EXTERIOR DRAINS SHALL BE KEPT FREE OF 5NOW DURING WINTER AL50 (LEAGHIN6 POOL SYSTEM - QTY 6) 2. REINFORCEMENT MEETS AS.T.M. 1 5PR 35 P SPECS 3. ALL SANITARY PIPING TO BE 6 5DR 35 PVG V F. TEST COCKS MUST BE P051TIONED TO FACILITATE TESTING (30" MIN GLEARANGE), DRAINS CAN NOT BE SUBJECT TO FLOODING AND MUST BE SCREENED. 7�� 4.ALL PIPING INSTALLED UNDER BLDG SHALL BE CAST IRON,AND SHALL REMAIN 11, MISCELLANEOUS GON5IDERATION5 K. ALL VALVES SHALL OPEN GOUNTERGLO6KWI5E (RIGHT HANDED VALVES). TYPICAL CLUSTERED s''D DISPOSAL SYSTEM (LP) CAST IRON LEAVING THE 1311LDING TO A DISTANCE OF 5'AWAY FROM BLDG Q� A. ALL ASSEMBLIES SHALL BE ADEQUATELY SUPPORTED AND/OR RESTRAINED TO IV. NOT USED SCALE. N.T.5. PERIMETER O O LL- CA PREVENT LATERAL MOVEMENT. PIPE HANGERS, BRACES, SADDLES, 5TANGHION5, V. INSTALLATION WITHIN A BUILDING 5. GALGS AND DESIGN PERFORMED IN ACCORDANCE A17H 51 5PE65. PIERS, ETC., 5HOULD BE USED TO SUPPORT THE DEVICE AND SHOULD BE PLACED IN A THE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR. MANNER THAT WILL NOT OBSTRUCT THE FUNCTION OF OR AGGE55 TO THE RELIEF CONTRACTOR 15 RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND 5EPARATION D15TAN6E REQ'MT5 FOR DETAILS OF CONSTRUCTION: r; 1 Q v _1 Q m > vALVE. ununES AND STRuc uRES PR1oR To DIGGING. SANITARY LEA(HIN6 STRUCTURES: N OfT UI B. STRAINERS ARE RECOMMENDED PRIOR TO EACH BAGKFLOW PREVENTION A55EMBLY A. ABOVE GRADE INSTALLATIONS, DISCHARGE CAN BE DIRECTED TO FLOOR OR 1. REINFORGeD PREcnsT coNCRErE BEPnc TANK pzoo GALLON MINIMUM). R \ $ LON NON-FIRE FIGHTING WATER LINES. NO STRAINER I5 TO BE USED IN A FIRE LINE DRAINS OR THROUGH A 51DEWALL ABOVE GRADE VIA SCREENED LOWERS, MINIMUM HORIZONTAL SEPARATION DISTANCES. 2.USE 51X(6)10'e 30 FT.HIGH(2'EA) PRECAST CONGRETE LEAGHING RINGS 0 � jQWITHOUT THE APPROVAL OF THE INSIRANGE UNDERWRITERS OR THE AUTHORITY SCUPPERS, PIPE SLEEVES WITH FLAP VALVES, ETC., IN ACCORDANCE WITH A. BUILDING W/CELLAR = 1C-O" 3.USE 4.0,APPROVED SEWER PIPE THROUGHOUT.4.THE WASTE LINES FROM THE SEPTIC TANK SHOULD ENTER THE MIDDLE RINGS AS H16H AS POSSIBLE. U"1HAVING JURISDIGTION. THE DRAINAGE REQUIREMENTS. 0. EUILDING ON SLAB = 10'-0" 5.USE A ILL MATERI PIPE BETWEEN THE MIDDLE RINGS AND THE Fd1R OUTSIDE RIIYiS,EIGHT(B) INCHES ABOVE THE BOTTOM. )),fQ G. ALL ASSEMBLIES MUST BE PROTECTED FROM FREEZING TEMPERATURES AND IF B BELOW GRADE OR BASEMENT INSTALLATIONS: NO7 USED. G. WATER LINES = 10'-0° 6,BAGKFILL MATERIAL SHALL BE COARSE 5AND AND GRAVEL.INSTALLED WHERE TEMPERATURES WILL REAGH IOO'F OR ABOVE, A HOT WATER TYPE VI, CERTIFIED TESTING AND COMPLETED WORK5 APPROVAL D. SURFACE WATER (WETLANDS) = 100'1 T,SLABS SHALL BE 25'MAXIMUM BELOW GRADE WIH A 2'MAXIMUr1 COLLAR. ZE'IA55EMBLY MUST BE U5ED. A. AFTER THE A55EMBLY HAS BEEN INSTALLED, IT SHALL BE TESTED BY AF. FUBLG WELL = 200'-O" B.wuo NERVY DUTY ANo LOCKING CAST IRON LOVERS r0 GRACE oN ALL POOLS.D. ALL A55EM13LIES SHOULD BE 5PE61FIED AND INSTALLED WITH THE MANUFACTURER CERTIFIED TESTER. THE DE51614ER(OR WATER SUPPLIER) 15 THEN G, PRIVATE WELL = 150'-0" g. BOTTOM of Pool SHALL BE A MINIMUM CF 2 FEET ABovE HIGH RECORDED GROUNDWATER. Z Q SUPPLIED RESILIENT SEATED SHUT-OFF VALVES INTEGRAL TO THE ASSEMBLY. RESPONSIBLE TO CERTIFY THAT THE INSTALLATION WA5 DONE IN H. RET. WALL (WTRPROFF) = 10'-O" 10.5H0H AREA FOR 50%EXPANSION OF LEACHING POOLS, INSTALL Ar INITIAL CONSTRUCTION. F- O NII MAXIMIZE THE DISTANCE BETWEEN THE FOUR(OUTER)SATELLITE POOLS. Q JE. WATER LINES SHOULD BE THOROUGHLY FLUSHED BEFORE INSTALLING THE A55EMBLY. ACCORDANCE WITH APPROVED PLANS,OR DESCRIBE ANY CHANGES OR J. U/6 FUEL TANKS = 20'-0" 12.TOP SLAB St1ALL BE B"MINIMM(THICKNESS AND TRAFFIC BEARING. IIILLLY <OL ONE OF HE CHE KT TEST EV�VES OR T E HEN LRELIEF VALVE HE RESULT OF DEBRIS FOULING w1INS ALIT "AS LER SHALL NOTIFY GOVERNINGILT" PLANS AS EAGENCY UPON COMPLETION OF L. STORM) DRAINS LITIES � 5120'-O" W.�15 v15Po5AL SYSTEM 15 FOR AREAS w1rH w6H GROUNDWATER fANDmONS. - v0 #k O O F. ALL ASSEMBLIES MUST BE INSTALLED HORIZONTALLY UNLE55 THEY ARE 5PEGIFIGALLY WORK. M. CATCH BASINS, NON-LEAGHING = 5'-0" �2 ry m APPROVED FOR VERTIGAL INSTALLATION. (REF. TEGHNIGAL REFERENCE PWS-14). 2. TEST RESULTS SHALL BE SUBMITTED TO GOVERNING AGENCY ON N, SAN. L.P. = &-0" O i` I - G. ASSEMBLIES SHALL NOT BE INSTALLED IN AREAS CONTAINING CORROSIVE, TOXIC OR PRESCRIBED FORMS. P. PROP. LINES = l0'-0' HOUSE CONNECTION NOTES: POISONOUS FUMES OR GASES WHICH GOULD RENDER THE ASSEMBLY INOPERABLE OR B. THE INITIAL TEST RESULTS AND CERTIFICATION ARE THEN SUBMITTED TO THE Q. TO, SLOPE = 25'-O" POSE A SAFETY HAZARD TO PERSONNEL WATER SUPPLIER AND APPROVING AGENT FOR 155UANGE OF A COMPLETED R. BLUFF = 65'-0" (PER 5.G.D.H.5. 5TANDARD5 FOR APPROVAL OF PLANS AND CONSTRUCTION FOR 5EWAGE DISPOSAL \ O H INSTALL A SOFT SEATED CHECK VALVE IMMEDIATELY AHEAD OF THE RPZ TO HOLD WORKS APPROVAL. DOH - FORM 1013 HAS BEEN DESIGNED FOR BOTH THE 5. SEPTIG TANK = 6-0" SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES) z THE PRESSURE CONSTANT TO THE ASSEMBLY IN TIMES OF FLUCTUATING SUPPLY CERTIFIED TEST RESULTS AND THE DESIGNER'S CERTIFICATION OF THE NOTE: LEACHING POOLS THAT ARE PART OF THE a) A HOUSE CONNECTION 15 DEFINED AS THE PORTION OF THE GRAVITY SEWER LINE WHICH EXTENDS PRESSURE. INSTALLATION. Q I. IF THE DISTANCE BETWEEN THE WATER METER AND THE DEVICE 15 GREATER THAN 10 G. AFTER 155UANGE OF THE COMPLETED WORKS APPROVAL, THE ASSEMBLY MUST PROPOSED TYPICAL CLUSTERED DISPOSAL FROM HE FADE OF THE BUILDING TO THE 5EWAGE DISPOSAL SYSTEM, FEET, ALL EXPOSED PIPING SHALL BE STENCILED "FEED LINE TO BAGKFLOW BE TESTED AT LEAST ANNUALLY BY A CERTIFIED TESTER WITH THE RESULTS SYSTEM'ARE EXEMPT REGARDING LEAGHING b) THERE SHALL BE A MINIMUM TWO FOOT LEWGTH OF GAST-IRON SEWER LINE EXTENDING THROUGH \ N) O POOL LEACHING POOL REQUIRED SEPARATION THE FOUNDATION. PREVENTER - DO NOT TAP" AT 5 FOOT INTERVALS. REPORTED TO THE WATER SUPPLIER. J. A SEPARATE SHUT OFF VALVE MUST BE INSTALLED DISTANCES. SEE 'TYPICAL CLUSTERED DISPOSAL G) HOUSE CONNECTIONS SHALL HAVE A MINIMUM DIA. OF 4 INCHES,UNLE55 OTHERWISE NOTED. SYSTEM' DETAIL BELOW FOR ADDITIONAL d) NOT USED K. PIPING MUST BE UNBRANGHED AND UNOBSTRUCTED FROM RPZ DEVICE TO MAIN. QUESTIONS OR COMMENTS: BPWSP®HEALTH.STATE.NY.US REGIUIREMENTS. e) HOUSE CONNECTIONS SHALL HAVE A MINIMUM PITCH ON ONE-QUARTER INCH PER FOOT. PAC E : 111. DRAINAGE <MAILTO,BPW5P®HEALTH.5TATE.NY.U5) F) SLIP RING CONNECTORS OF THE PROPER TYPE SHALL BE USED AT THE CAST IRON JOINT. IF DRAINAGE FOR BAGKFLOW PREVENTION ASSEMBLIES SHALL BE PROVIDED FOR ALL RPZ REVISED, AUGUST 20043 REQUIRED,A FLEXIBLE PVC, COUPLING WITH 5TAINLE55 STEEL BANDS MAY BE USED TO CONNECT 6"10 OUTLET INSTALLATIONS. DRAINAGE SHALL AGGOMMODATE DISCHARGE DURING TESTING, CAST IRON PIPE TO PVG HOUSE CONNECTIONS. THE FLEXIBLE COUPLING AND BANDS SHALL PIPE FROM DRAINING OF THE UNIT AND FOR RPZ RELIEF VALVE DISCHARGES. GREASE A. DRAINAGE GAPAGITY 15 SIZED To ACCOMMODATE BOTH INTERMITTENT DISCHARGES CONFORM TO NNE6 CIIl3 TRAP AND A CATASTROPHIC, FAILURE OF THE RELIEF VALVE ALL HOUSE GONNEGTIONS SHALL BE PROVIDED W/ A GLEAN-OUT AT THE FADE OF THE BLDG. 5 B. DISCHARGE FROM RELIEF VALVES SHALL BE READILY DETEGTABLE TO MAINTENANCE h) HOUSE CONNECTIONS SHALL BE STRAIGHT. THERE SHALL BE NO BENDS IN SEWER LINES TO THE SEPTIC TANK - 1200 GAL. (ST) PERSONNEL EITHER VISUALLY OR BY MEANS OF WATER LEVEL ALARMS, FLOW SEPTIC TANK OR GREA5E TRAP. IF BENDS ARE UNAVOIDABLE, THEN THE FOLLOWING ADDITIONAL INDIGATOR LIGHTS, ETC. CRITERIA SHALL APPLY: SCALE, NOT TO SCALE of 5 ry O 5: ti :I'Ir... 'u:h ° R FINE 6RADE I. ALL CONCRETE OURBIN6,SIDEWALKS, AND DRAINAGE STRUCTURES SHALLa"+i'; >- CONFORM TO PLANNING BOARD STANDARD DETAILS AND SPECIFICATIONS. It (' �.,; ?,'I'• " � �, "' '" ` yy BINDER ca.RSE 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 46 HOURS IN x ay ACKE ■ ,Y Lt11`ILS ADVANCE OF ALL CONSTRUCTION. r.OMP�f.TED BASE 4"STONE pLEND OR CaNO,/ + o 3. LOCATION AND GRADES FOR GURB5 AND WALK5 TO BE VERIFIED WITH THE TOM )i �yFTil��1i�����i T�Sri OF SOUTHOLD HIGHWAY DEPARTMENT,5.G.D.P.W. OR N.Y.5.D.O.T. PRIOR TO `` N' •s .. '(' �_ `����U,�r2�^������`✓ �v„���Tyr�rQ�j��i` ,� �ii��rrUv� CONSTRUCTION. 4. ALL TRAFFIC CONTROL DEVICES, Le. SIGNALS, SIGNS, AND PAVEMENT MARKINGS t ? .fin PROP05EP 5AWSUT tl EXIST.EDP. WILL Irt SHALL BE INSTALLED IN CONFORMANCE WITH THE GUIDELINE5 OF THE NEW YORK 'Siy +ocxevc x■ GRAVEL ROADWAY PROVIDE A UNIFORM INTERCONNECTION `, STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS DIRECTED BY THE (MINIMIM YNK:KI'@Y.a) PAVEMENT SECTION (MINIMUM THICKNESS) 4', PAva9:N1'sEcnoN W NEW CURB CUT THAT WILL NOT x � � TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY. 517E v n 2' ASPHALT CONCRETE 2 1/2" INTERFERE WITH EXISTING STORM WATER 5. CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL DEVICES, LAYOUT LOCATION COURSE-5Y BLUESTOW FINE GRADE FLOW ALONG THE GUTTER LINE. FND LONL.BINDER COURSE AND INSTALLATION WORK SHALL NOTIFY THE TOWN OF SOUTHOLD DIVISION OF COMPACTED BASE COURSE COMPACTED BASE q• MON.O3'E. F+ TRAFFIC, SAFETY, 45 HOURS IN ADVANCE OF BEGINNING SUCH WORK ALONG A (HER WI5 BANK AT OR 6' COURSE ro�;. ADJACENT PROPERTY ,ns• d OTHER fiUITABLE MATERIAL) ff ?F TOWN ROAD. e/"' STONE BLEND OR p U - "yW�p PROP05EP A5PMLT O 6, %=TOP LINE 51GHT 015TANCE 5HALL BE MAINTAINED AT ALL INTERSECTION IN FINE SRADE SOIL BASE - CRU5HED CONCRETE 4' ?y ACCORDANCE WITH AA5HTO REOUIREMENT5. +� wQ A DRIVEWAY WO/F M 1. ANY SITE PLAN,ROADWAY IMPROVEMENT PLAN, AND TRAFFIC MITIGATION PLAN BLUESTONE TOWN HIGHWAY SPEC I F I GATI ON w} 3 r S LIND uNDA ARMINIO 4 ARMINIO SHALL REFERENCE THE OTHER ON EACH AND ALL PLANS SUBMI TED A5 PART OF ® �� R90 THE TOTAL APPROVED 517E PLAN APPLICATION. w PARKING FIELD SECTION ASPHALT ROADWA) �� x ° 9 ND4RFALE WATERS HITHIN r K4 2 x 8 5T. 300 FEET OF PROPERTY LINE tw vm 9 NOT TO SCALE NOT TO SCALE �, ENTERANGE BETWEEN EX.EDP.AND v� ilk i PROPERTY LINE SHALL BE CONSTRUCTED ADJACENT PROPERTY N o d Will ASPHALT,USE TOWN HIGHWAY PAVING xyr. :',. O LOGATI ON MAP: o s o SPECIFICATIONS,THIS DWG. 24.0 / 00 PROP. METAL LANDSCAPE NO NOT TO SCALE ASPHALT CONCRETE; .. \ x 76 FND NAIL h5LFLT BASE GOI.RSE .- ' PROP05ED BEL6IAN BLOCK / ', I / O EDGING,(TYP, PERIMETER OF 0 IN TREE R AR SA.HM 6 CURB ALONG DRIVEWAY, 'f® �( BLUESTONE PRKG AREA) o RI°HARo J. SAHM PROPOSED SITE PLAN: ' SEE DWG NO.5 w'TE \ O ��,\4J N°%RFACE WATERS wITrIIN STOW 19LEW BASE T954 WMPAOTIO A�ND� �RW� ��/ \ (° O• a°o EEET of PROPERrr uNE SITUATE AT, UA Aa„ TOWN OF SOUTHOLD TURD wD .o •R�,' O 'DA s�N '\� SCTM NO COUNTY, NEW -YORK 05 x �w7M NO., 1000Ebq-Ob-03 AND 04 PAVEMENT 5ECTION (MINIMUM THICKNESS) • \ O lY' iaz ua $ ZONING DISTRICT: 'B' GENERAL BU51NE55 ASPHALT CONCRETE 1PJx O 4xosa LIMIT OF EREMAN BOOED y6 CURRENT USE: VACANT WEARING COURSE I I/2' o PKOF05ED USE. LIGHT INDUSTRIAL SEE DNS NOS FOR CURBING,METAL EDGING x FE:MA FLOOD ZONES WA ASPHALT CONCRETE 2 Imo„ ANDM5GELLANELUS DETAILS +R' ex Ia'm EST 3 BINDER COURSE KING j U" 517E DATA: EXISTING: PROPOSED, STONE BLEND BASE 4' Q �. \ �' 6 �` AREA OF SITE. 39,432 S.F. N.G. DRIVEWAY/PARKINC AREA ND5URFAEwATlHI IN y ry� P/ / ® � o° \ Ri, (o.aosAe) / 30o FEET OF PROPERTY LINE O °�`TE �� 0 BUILDING AREA: /6RNTE I C , � x PROPOSED BLDG WA 2,880 S.F. PAVEMENT SEGTI ON PROP. METAL LANDSCAPE hry�P UA v _® \� j / Nn FAR. WA OAl3 C7 3SG) / CONL MON, NOT TO SCALE EDGING,(TYP,PERIMETER ��� x�j �So�% PROP yuiy/w*' ' x/ IMPERVIOU5 SURFACE, (DOES NOT INGLUDE BLUESTONE AREA) m OF BLUESTONE DRIVE) ` ®?E 1 ASPHALT ` k� d1' y4�p. ' \ '049 / EXI5TING AREA: 0.0 S.F. (O.O%) U m A EX,i4"W PROPOSED AREA. 6,112 S.F. (1530%) a Q / xyaa sax UA "RD NO d� _� !f �/ (P io,¢x (� . PARKING REQUIREMENTS: W N a _ UA �;. •( PROP ' SD � 05�'� I'� 1 �re j' /� ' x4n- LIGHT INDUSTRIAL ON OR PLAN SURVEY BY, R( m °\� Z ory SRnae BLUESTtlNE 14mDRIVE �!f '4� '� ex w'm 15P/500 FT C-R055 FLOOR AREA NATHAN TAFT C.ORWIN III /� �I O a \ O 6 5PACC5 REQ'D� FT /5P = JAMEB PORT, NY 1194TEL. 1 W In 3 ZONING INFORMATION: fl GENERAL E31J 69 '$' °� , ` #� /Qfi/H a PROPOSED I MGV'� g � O DATE,631E-129-2011 UU�J W LOT 51ZE;30POO S.F.MIN FIND 9 . �.� N BUILDING \ ASPHALT o,Q xRO O� 14 SPACES PROVIDED DATE. 1-06-2 12 )( Z EXISTING: 39,432 5F.(0.905 AC) LONG. F.FL.EL. = 12.94' �0 = \' �` �' INCWDIN6(2) HANDICAPPED SPADE REV: OI-O6- '-O" O PROPOSED: N.G. /MON. k' AREA = 2,550 S.F. PAVEMEtIF � ' q O IV SCALE NAVID 0' p s.�, DATUM. NAVD 198b Q Ln . 2 4 °"SlQ \ ryy �• OWNERS: O * d) LOT WIDTH; 150' MIN PROP. DUMPSTER LOG. N� r4�,sc f '�./ • f rITH AND MARY VONEIFF APPLICANT: (� EXISTING: 16179' t 242b4' SEE DTL, 5HT 2 �q \ +g .1:ATINUM EAST PROPERTIES, LLG MORTON BUILDINGS Q cQ e �x �O P05ED' >�,' \ UA E vm !1 22555 COX LANE, UNIT I PROPOSED: N.G. 1 or _�+y 2 O �0' PROP. HOUSE GONN.W/GLEANOUT, IOT11N O ONE ' . FOR NOTES AND INSTALLATION ALP,j�' ARKING, GUTGHOGUE, NY 11935 N N O 631-134-4060 REQ'MTS SEE DWG NOS x NO SURFACE HATERS WITHIN ffl LOT DEPTH; 50' MIN .. '� >� x EXISTING: 16312' PROP. I" RPZ LOCATED IN CLOSET s ,t ` PROPOSED. N.G. OF F,'ROP05ED BUILDING,DRAINAGE `T/S 6� x0 / O LP 1�L' x 300 FEET OF PROPERTY LINE xQ PIPING TO PENETRATE EXTERIOR WALL ry FRONT YARD SETBACK;23' MIN OF BLDG. SEE DWG N0.5 FOR DETAILS � ' /off /o:'� ;y, L /\U aY" ,� � ' ' � SANITARY 515TEM GALGULATION5: (SEE FRONT YD SETBACK GALL.,TH15 DWG) AND INSTALLATION REQUIREMENTS. O. $ O 1 / �Y ALLOWABLE FLOW fDEN51Nh EXI5TIN6. WA .T ga �. 5? `h /LF- UA �;�' GROUNDWATER MANAGEMENT ZONE. IV PROPOSED. 39.6' T`\�(5�roe; p1 'I X O O IUMIN` O x .. ALLOWABLE FLOW FOR 51TE = boo GPD/ACRE REAR YARD 5ETBAGK: 35' MIN 1k CounH 4 NET ` / / 517E AREA = OAOS AG ,��ey T. EXISTING, WA ga(IO 5�51,,-u1e tnSPe / ? (boo GPD/AGREX0.905 ACRES) = 543 GPD ALLOWED D �Ev T. L PROPOSED. Il Cal\To 1Ex. °j 51PE YARD SETBACK. 25'MIN S` ,'rq; O ��Cf / HRO wO - METAL DESIGN CALCULATIONS, _ m ° `< 1�� O uTlLltt _ EDGING,(TYP,PERIMETER OF m ��' IPROP PROP BUILDING; GEN. INDUSTRIAL' (0.04 6PD/5.FJ � -,a p j. \ / EXP���Lp / X.FP p99 BLUESTONE PRKG AREA) 2bSO 5.1 X 0.04 GPD. - 1152 GPD N .,a THE TA.SOUTHOLD PLANNING BD HAS AGREED TO A 15, p, 4i\� p rrcDRANr UAI TRANSITIONAL BUFFER,THERE MUST BE AT LEAST 10' •I` ALP / �s! TL PROPOSED SAN FLOW BETWEEN A BLDG AND THE BEGINING OF A BUFFER - N/0/` OFFSSIONP� PER T.O. SOUTHOLD PLN6 BD IN LETTER DATED 5OUT"OL x D PARK DISTRICT SEPTIC TANKS: LEACHING POOLS. OT-24-12 1152 6PD X 2 = 230.4 6AL REQ'D 115.2 GPD / 15 6PD/S.F. = lbb SQFr. EXISTING, WA NO 90RFALE WATERS WITHIN USE I-6'0x4' E.D. : 1,200 GAL. USE (b) 10'(P&E.D. = 300D SOFT JEFFREr T. BUTLER, P.E. 300 FEET OF PROPERTY LINE PROPOSED v' (MIN.REQ'D FOR COMMERCIAL SYS) (TYPICAL CLUSTERED DISPOSAL SYSTEM FOR PROPOSED, 10' SETBACK FROM IS' &UPPER I' WATER SERVICE {j NOTE: MAINTAIN A 5% GRADE WITHIN 20,OF TEST HOLE Q \ AREAS WITH HIGH GROUNDWATER CONDITIONS)) SIDE YARD SETBACK CUMULATIVE, 50' MIN No HELLS WITHIN I.IN Fr of x \ SEPrIG SYSTEM(EQtUATE5 TO I' DROP IN BY: McDONALD GE05CIENGE PROPERTY LINE PJ EXISTING. WA �� ELEVATION OVER 20' LATERAL DISTANCE) EIOX 1000 SOUTHOLD, N.Y. 11911 'CCGEI'✓ED O PROPOSED. 135.4' - �- 631-165-36TI p� LANDSCAPE Al 3596 MIN (13001.2 S.FJ PROP05EC SANITARY SYSTEM DATE. MARCH O-I, 2012 c012 O I- /x TYPICAL CLUSTER DISPOSAL SYSTEM SAP A E " V /L.1\ BUFF.CO.HEALTH SER/ICES EXISTING: 3q,432 S.F. (100:� MONL03'N 100 CAL. 5B'fIG TANK (8'mx5'H,4' ED) AND EL 9.0' exzOw+D LEVEL o' � OFFICE OF 14AS7EWATFf,MGT. $ � z Q O W � PROPOSED. 24,6T1 S.F. (62b%) 2 LOT COVERAGE. 30% MAX(11,629b S.FJ PROPOSED (b) L COVERS ED LEACHING POOL Q Q (ALL COVERS TO GRADE) ]MIXED FINS AND SAND EXISTING: OD S.F. (O%) I" WATER METER FOR DETAILS SEE DWG NO3 4 Q Q z m W PROP05EPI 2,660 S.F.(13%) 20 10 O 20 40 150 " EL,bb' 3.0'BELOW GRADE J "< C 2 O PROP05ED POINT OF ry Q Q O O GRAPHIC SCALE I" = 20'-O" t o ky x CONNECTION TO WATER MAIN6REYI5H BROWN CLAY(OH) m F BLDG HEIGHT. 35 FT./2 5TY5 MAX o �Dc O\\ ,to EL.4 5.,0'BLLOW GRADE (]y Ll I Q- EXISTING. WA 5 \ Water Line(s) MUST Be Inspected By The PALE BRN FINE TO V J p Q PROPOSED, Ib'/ I STY Suffolk County Dept. Of Health Services. MED.SAND IsPI Approval Couneynap.,tmept ep Q Q Call 852-5700, 48 Hours In Advance, EL IO)x eElow GRADE pProvd pOr,0o0etr" en•OtberThan a 8e+vicee o 6 To Schedule Inspection(s). WATER IN PALE +eperence ND. C. mgle Family HANDICAPPED NO PARKING BRN FINE TO MED -OOl`�Des Z Q 8 PARKIN6516N ANYTIME SAND L 'eelel �e Y l6u 'PIaW IIp A F- O Q CN I'la PROPERTY LINE p,���r-�� . .'U t pl■ne havee h> LEA _ W Q Y Q O LEGEND, EL.-12' FLO'BELOW GRADE �: ;he■e P GROUNDWATER ENCOUNTERED ( Y Tjpd�N t °f�Brv�ettendeNe, with 9eNolk d1 Q LL _U�-J # O O 102'BELOWI GRADE uonaiete sil6e di■psael Rea °thke t" "tit■r 2 U- O ADJACENT PROPERTY DISTANCE TO RESERVED ,4C0 lack ep detaH, m0 anv omi■alone, Q Q O N N Q treks or 8 +dleaa of m' DEMOLITION ' ' ' ' tdaaro With SANITARY SEWER DE516NATION STRUCTURE(FRNT YD) x� the attacked permitm u min"i tb 1• in W V .. PARKING udo mtka■ Lamdidna■ and a, IL oxomm8 ■Peufgllywanied by Ute nplte"ble a N O $ WATER SERVICE - A 16 lean from the approval do fkp+rtmeht ThiE•aapnrval O SHEET INDEX nnia■a e■te z EXISTING WATER MAIN w ° © �' Q 5-1 517E PLAN g a a Nded et ronewed W - 5D - SO - AV6.FRONT YD SETBACKS OF ADJACENT O 5-2 GRADING AND DRAINAGE PLAN a_. Apprmal Date STORM DRAIN Q PARCELS = 23'-0' tV �� 5-3 LIGHTING AND LANDSCAPE PLANS �� 5-4 EROSION CONTROL PLAN FLOW ARROW d 5-5 DETAILS TOWN OF SOUIIiOLD ZONING CODE, STORM DRAIN GRATE COVER ® ARTICLE A,GENERAL BUSINESS(13)DISTRICT P4-5 A/O SECTION 260-501 FRONT Y1RD SETBACKS MUST T _ /� /�� SEPTIC TANK SUl101k �-� Be Ins --_IAOE : O/ A. STRUCTURES 5HN.L BE SET BACK AT LEAST U70 FEET (N.Y.S.D.D.T.) SCOPE OF WORK: Ceun pe t• Peeled ey The P Of Health / FROM THE RIGHT OF WAY. (SEE SITE PLAN FOR LOCATION Call 852-5700, 48 Hours In LEACHING POOL a . TYPICAL PARKING DETAIL HANDICAPPED 1. BUILD PROPOSED SHOP. `I/•-' AdVapce� / B. THERE SHALL BE AN EXCEPTION TO SUBSECTION IN IF NOT TO 56ALE To Schedule Inspections 0� 1 THE ADJACENT PARCELS ARE DEVELOPED, IN Wl PARKING 516N516N 2• PROVIDE PROPOSES? SANITARY WMSTE 1 F EXISTING GRADE x 6.0 CASE THE MINIMIMI FRONT YARD SETBACK SHALL NOT TO SCALE SYSTEM, WATER SERVICE AND RPZ. -y BE THE AVERAGE IOF THE SETBACKS OF THE 3. PROVIDE PROPOSED PARKING AREA 9 TEST HOLE {JY4 FRONT YO SETBAGK GALL. ADJACENT PARCELS. 4. PROVIDE LANDSCAPING, STORM DRAINAGE, fl SEE SOUTHOLD TOWN ZONING CODE ON R161-1- 1-161-ITIM6, FENCING, ETC. 50DH5 APPROVAL AREA: FIN15HED FLOOR ELEVATION F.FLEL. _ SCALE: NT5 of 5 0 3 p_L N LEGEND: STORM DRAINAGE GALGULATION: www.dlgnetnI 1Lcom NOTES, VOLUME = AREA x RAINFALL x COEFFICIENT OF NrGWy or FLOW ARROW I. ELEVATIONS ARE REFERENCED TO N.A.V.D. Ig88 DATUM RAINFALL = 2"/HR. = 0.161' PROP. war other ) PROPERTY LINE COEFFICIENT OF ASPHALT = LO ASPHALT' V Q^ Not &��NG��.PNnCOEFFICIENT OF BLUESTONE = LOI('/IIq q (far otlrer states) a DEMOLITION ' ' ' ' STORM LEACHING POOL ® � COEFFICIENT OF ROOF = 1.0 PROP. 800-212-4450 1 UI I � � O � BLUESTONE SANITARY SEI^ER 55 SEPTIC TANK / _ (�O / PROP05FD ASPHALT PAVEMENT = 3,252 5F LEAGHIN6 POOL ` 5,232 S.F. x 0.16'I' x 1.0 = 540 OF By law, emevators and contractors working in the For safety masons,homeowners are strongly HATER SERVICE / PROP. BLUE5TONE PRKC AREA = 8,643 5F live boroughs of New Volk City and Nassau and encouraged to call as well when planning any 81643 S.F. X 0.I61' X 1.0 = 1,445 GF Suffolk Counties on Long Island must confect type of digging on their property.Homeowners s EXISTING WATER MAIN w EXISTING CONTOUR —6_ PROP. ROOF AREA - 2,880 5F DlgNet,1-500-272-4400 or 611,at least 4E hours pan contact us directly at 1-SOM724480 or by 2,880 S.F. x 0.161' x 1.0 = 481 OF but no more than 10 working days(excluding calling al I,the national call before you dig STORM DRAIN PROPOSED CONTOUR �b •_ weekend*and legal holidays)pnorto beginning number.Forsecevationvrorkcompleted on any mechanized digging or excavation work to personal property,It Is the contractors EXISTING GRADE x 6.0 TOTAL VOLUME. ensure underground Tine am marked, nesponsibillty-NOT the homeowners-to contact o 540 OF + 1,445 OF + 481 OF = 2,464 OF Excavators and contractors can also submit DlgNet. Having utility Tins marked prior to e" PROP05EP CRAPE X 6.0 TL VOLUME REOV = 2,464 G.F. locate requests online,through ITIC.If you do not digging is has of charge. USE: cumertly use Inc,please call 1-900-524-7603 (q) 12'4)x3' DEEP LEACHING POOLS for more information. q PROP TOP 4 BOTTOM OF CURB TOG 56A0 VOLUME PROVIDED = 2,7I2316 OF BOG 5650 T PROP. TOP OF COVER CTOG 652 ry ry 00 PROP. TOP OF GRATE OG 652 6 TEST HOLE FINISHED FLOOR ELEVATION F.FL.EL. DTHS R C)s3 ACKERLY LANE �AGSto 01 PROP09ED 5AHG)T 0 EXIST. E.O.P. WILL 10 P PROVIDE A INFORM INTERCONNECTION �^y LAST IRON FRAME AND COVER TO CRAVE W/NEW CURB GUT THAT WILL NOT CAMPBELL 1162 O OR APPRDVEO EUVAL INTERFERE WITH EXISTING STORM WATER` yh FINAL GRADE FLOW ALONG THE GUTTER LINE. FliocaNc.q 12„ MIN. SEPARATION DISTANCE MON.os'E. 6" THK GONG REG (I RFMFNTS FOR 5TORMHATER pQ- "A SEE 0145 No5 FOR CURBING,METAL ED61N5 ® ® � ® ® ® COVER ¢ ty 1� AND M15GELLANCCU5 DETAILS LFAr+ IIN6 STRUGTURE5 AND PIPING RROP05ED ASPHALT ® ® � K ® .Q4 DRIVEWAY HORIZONTAL SEPARATION DISTANCES FOR STORM k, oc lo. ° N/O/F 3' MIN. ® ® ® ° ® ® 3' MIN. U` 10 MARIO ARMINIO t DRAI,NA EAGHI POOLS: ' tr� A' / S LINDA ARMINIO a URMPROPERTY LINE = 1O' MINIMUM ® � / a /� 5z9 r �WRAP FILTER B)ILDIN66 WITH CELLAR = 10' MINIMUM 0�� ,��• xye 98 /R V m WITH FILTER FABRIC I ® ® ® ® m ® ® BUILDINGS ON SLAB = 10' MINIMUM �� HATER SERVICE LINE/LATERALS/MAIN5 = 10' MINIMUM vyT �S 3 py O ENTERANGE BETWEEN EX. EAP. AND v �� ";.: �•• UNDERGROUND UTILITIES = 5 MINIMUM f' PROP. PAVEMENT AND ROOF PROPERN LINE SHALL BE CANSTRUGTED. / / t' g 12'-0' DIAM. NON-RATEABLE SANITARY LEAGHING POOLS = 20' MINIMUM IL' ` DRAINAGE ILEAGNIN6 POOLS SOIL PUMP STATION = 5' MINIMUM 1Nr ASPHALT,USE THIS HIGHWAY PAVING yv - . , � f � t" m (31 10'm x 13' LIQ. DEPTH � (�- GND WTR N GREASE TRAP = 5' MINIMUM SPECIFICATIONS,THIS DWG. �'. 240� c . oc 10.75 PROP.METAL LANDSCAPE WO/F QI �' (•� MANHOLE = 5' MINIMUM o ROSE EAHM t \p CI.OLLAR MATERIAL 6� MIN. PRIVATE HELLS = 50' MINIMUM PROP05ED BEL6IAN BLOCK �� " � � -4r0G oG 1101 '� � � ED61N6,(TYP, PERIMETER OF O INmEe� � RETAINING WALLS = 10' MINIMUM CURB ALONG DRIVEWAY, ( ; '+B' q O " BLUESTONE PRKG AREA) ^ 0 % � I RICHARD J. sAHM (PENETRATION) ! — — — RATABLE 501E " 6RATQ' W x FUEL STORAGE TANKS (BELOW GROUND) = 20' MINIMUM SEE DW6 No5 g0 a0 >\� 1q 3 Q HORIZONTALSEPARATION DISTANCES FOR 5TORM �j.y� rI \ r�ks �ry �0 / 13 UNDERLYING SAND AND GRAVEL STRATA DRAINAGE NON-LEAGHING 5TKI)GTURESr ` TOG 115 x fro , '[� / / 14 15 O HATER SERVICE LINES/LATERALS/MAIN5 = 5' MINIMUIMr' r [Q GCgUR DEPTH 15 NOT REQUIRED RIEN RATABLE MATERIAL EXISTS FOR FULL DEPTH. UNDERGROUND UTILITIES = 5' MINIMUM 'y 123 yx \ o— �/ / 2.COLLAR MATERIAL SHALL BE CLEAN BRAVE_OR HANK RUN. y S.ALL VMWBE STRIIGTMES MIST BE MAPPED WITH FILTER FABRIC. VERTICAL SEPARATION DISTANCES FOR STORM '� x \ p"h �� \ 7 o= LL DRAINAGE LINES: �' �ti'" 'PRO 05ED x' x// Imo, cy STORM LEAGHING POOL (5D) HATER SERVICE LINES = I&" MINIMUM O B ESTONE \ k / /// \ I S23 I,-I T- O SANITARY WASTE LINES = 18" MINIMUM P INS AREA x x"—° } O„ l0 N SCALE N.T.S. �� . ^'0 xN.4l ',i', 168 TQc, .p !s \ 6 l' %la\Ov k SPATE \\O//swan\ 1' x .. J 'ROP.METAL LANDSCAPE ". 41) `'O \'T06 I C 13'�,dr/ ''�"� rx. `h MON 1 VMN5,(TYP,PERIMETER / �� coax / sRniE )f BLUESTONE OR ( .® TC6 � 1 � C PAVEMENT ENGINEER , v& 12.n '12.03 21Sx . ' OF NE— TOO,', /x 4 TOG / y�P��QEv T a y09 61-Z®ATE (7, LO'I x ®re BIJIE51CINE, 12 sa TOG 'DRIVE PROP05ED 1 .'I $D,GVR (PROP �6RATE \ "\ ry)0 / / L 90FESSIONP4 wNc •eh .'u �N F.FL E Ir2A4' 6° �SPr ,SpFiAL 706 T I\ ..® LEW \, 12 a0 �� "J, a 0 u ^\�. I PA� .q IID6 (T �0 \ / \h �J JEFFREY T. BUTLER, P.E. hbN. x I xl2 AREA = 2AOO S.F. ,' s� 4) / �x , . 12� co �hQ PROPOSED '{5\ / `�• �! OQ 0' .\ ' BLUESTONE zWx �A"q. ' 1.. ,PARKIN6 AREA ' 1 w O U Q b xu< x N Q \L'/, /III xL �.\, 1•• }- O LL 0.�l O. \� x122t LP/. Z O P-4 Q Q Z LLJ rT co:ss sr 5 0 dy. \x123e v O O ry x vcz EX 0 53 R$c I \� !Exp. 1 2 / TILnY PROP. METAL LANDSCAPE Z O }�`�}, �� O• i POLE!wy> EDGING, (TYP,PERIMETER OF A — a 00.. BLEESTONE PRKG AREA) O TV n S LP Q) O L(1 A 50u7HOLD PARK DISTRICT Y ! x / xyRx��V.P�� '. NOTE. MAINTAIN A 5%GRADE WITHIN 20' OF Q- # LL O Oj UL 14 SEPTIC 5Y5TEM (EQUATES TO I' DROP IN ur O (f) x / ELEVATION OVER 20' LATERAL DISTANCE) N — O PROPOSED / / x� O LL I" WATER 5ERVIGE i ^�. PROPOSED SANITARY SYSTEM O 1J rt'"'• \ ,� COVERS TO GRADE,FOR SYSTEM INFO SEE DWG NO.1 Z W 9lT"FdI" Z m Q ry ° / EN R DTti BEAU% @0 = '� 2O CJ O FND CONO. / 'B NT OE�EAV v �TO� N MON.0.3'N. / `A� TT�a7n(j)EQA� J� /' PROP05EO PAC-E I" WATER METER k2�450 x Go°NEGTION WATER PM POSED GRADING AND DRAINAGE PLAN E C9 ° \o• 2 20 10 0 20 40 60 80 100 GRAPHIC, 5GALE 1" = 20--0" N Of 5 s 0 p • I ll 11 I N_ GREENBRIAR® WALL SCONCE (Various reflectors are protected by U.S.Patent No.6.464,378) Calculation Summary ACKERLY LANE HOUSING-The aluminum housing is BALLASTS/ELECTRICAL COMPONENTS FINISHES-Each fixture la finished with I Label GalcType finite Avg I Max Mal I Avg/Mln I Max/Min available in two sins and is a rectangular •Electrical components are factory- LSN DumGdpe polyester powder coal CalcPte I Illunlriance I Fc 10.45 1 T5 OD I N.A. N.A. shape. All mounting hardware Is mounted In housing and pnwired whit finishing Process. The DumGdp finish p stainless steel or efectra-zinc plated steel, voltage specific leads which extend out withstands extreme weather changes WALL MOUNT. A galvanized-steel the back of the unit through a rubber without erscking or peeling,and Is Luminaire Schedule universal wall mounting plate easily grommet This grommet prevents the guaranteed for five full years. Standard mounts directly to a 4"octagonal or entry of Insects,dust,and moisture Into colon Include bronze,black,platinum Symbol Qty Label Arr'mt I Dew ptlon LLF Llanelli Arr. Lum. Arr. V'Iatte square junction box. An EPDM gasket the fixture. The need to open the fixture plus,buff,white,satin vets green, Lumen6 z Is supplied to be Installed between the to make wiring connections Is eliminated, metallic diver,and graphite. mounting plate and function box,seallre thus making Installation quick and easy. DECAL STRIPING•LSI offers optional color- 0 8 A SINGLE GB =r WFT-42-CPL M.H.-F 8' O.150 3200 1861 45 . FND CON, UL listed HID components with high- coordinated decals in S standard colon to the junction box from entrance of water. NON.O3E rFfi The galvanised-steel universal late power factor ballasts rated for-20°F accent the lNNre.Decals an guaranteed s 0 P g Maintained Footcandle levels at fade. allows the iltlun to securely Mach to the starling. Compact Fluorescent ballasts forllve years against peeling,cracking, g S mounting plate using a unique clamping ere Electronic Universal Voltage(120- orfading. Total PP0�8Gt t'y0tt5 = 360 — 277V50/60Hz or 347V 6 L 0 HE),0°F design which Is locked Into placa.wlth PHDTOMErRICS•Please visit our web site g d Wo/F two hex-head screws. The Universal staling. Compact Fluorescent lNhlres tt MARIO ARMINIO ¢ late with UE Universal Electronic atwww.lsl-Intluahfes.csm for detailed •IEFFREY T. BUTLER, P.E. 15 NOT RE5PON51BLE FOR SAFETY AND S LINDA ARMINIO p pemlin the fixture to be mooned ( )Voltage are / g In the udlghting poaNlon pieced for dam available with an optional dimming ballast pholomatrio data. SECURITY RISKS WE TO INADECBJATE LIGHT LEVELS. THIS 15 NOT 90 p for multi A RECOMMENDED LIGHT LAYOUT. IT I5 A DE5leN BASED UPON / 9 / locations)or downlighUng posltlon(listed multiple types of controls such as THE SOUTHOLD TOWN CODE -ARTICLE XXXXV-OUTDOOR LICHTIN& for wet locations). building lighting controls and occupancy q S(O PROPOSED 5GRE-ENIN6 ON NORTHEAST sensors.Available battery back-up of BB UA SIDE OF PROPERTY AS SHOW DOORFRAME-The aluminum door frame (32'staring temperature)and CWBB THIS IS NOT AN LSI RECOMMENDED LIGHT LAYOUT. LSI IS ' with two stalnlesasteel Intocaptive fasteners ) NOT RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE/ (PLANTED ALONS AD•IAGENT (O'sfarlinp temperature an 120 or277 > RE5IDENTIAL PROPERTIE5)SEE / allows easy access Into the tixtun. A voltage for U.S.applications for 26 watt TO INADEQUATE LIGHT LEVELS, Oone plane extruded silicone gasket seals through 70 wad lam Consult factory �+ N 4/ Wo/F the door foams against the housing. The for available wattages and voltages for PLANTING SCHEI7IA.E,THIS DRAkUNW �`' D fs OFIND NAIL ROSE 5AHM 4 doerswings open and Is held in place by use in Canada GREENBRIAR ry O O0 IN TREE RICHARD J. 5AHM aretainer 6 0 ri LENS!GASKET-A flat clear tempered glass REFLECTORS/DISTRIBUTION PATTERNS OO ,'0 �� lens,which is sealed to the door frame -Forward Throw(FTM,FT)and Type 111 1 WALL SCONCE �' with EPOM gasketlng,Is standard. An (3)mflectms an available on small and UA �O D medium. wall Wash reileclors IESNA FULL CUTOFF opllonal polycarbonate lens Is available (WW') HRocoo Oro �T9 on most Compact Fluorescent fixtures. are also available on small All are high O �'� J performance,full cut-off distribution as 4� O ry 4t` d "Z S SOCKETS•HID lampholders are gland defined by the IESNA(downllght position 4 LIMIT OF EXISTING W00DED porcelain,medium base for the small only). Photometric data Is tested In ACKERLY LANE 0 o4Y' 31 fixture and mogul base for the medium accordance with IESNA guidelines. OOy,,4, AREA TO REMAIN 6o s fixture 4KV poise rated. The Compact ND, Fluorescent fixtures feature a one-piece" HRow ,3� thermoplastic socket. ES O 6 LIGNTSOURCES-The xturais designed W EWED$YTN QEs O F/ operate with horizontal Pulse-Stan Metal BEEN REv► TH SERA Halide,Pulse-Burt Metal Halide Reduced, / gtIOT NT OF HEAL' o\Q / Ceramic Metal Halide,Metal Halide,High T�9PAGE DEPAE' ' Pressure Sodium,and single,double CO PROVIDE STREET TREES,PLANT, 'hrynA —` or triple Compact Fluorescent lamps. MON DYE APPROX.30' OL. (SEE '=' t0\' UA p1H' 6ONc.MON. Lamps supplied as standard-HID MON 03'E, .T� y (clear,shipped installed),and Compact PLANTIN5 SON,THIS D Fluorescent((coated,4100K) / Ex 24'4 EMERGENCY OPERATION-Avariety of / UA HRD WD Integral emergency options are available N/O/F to comply with Lde Safe Codes which / S MARIO ARMINIO 4 I \ n1 b p ly / LINDA ARMINIO �•/ m V require emergency lighting along the / ST9 a�x ° 0 k' Marc s�+ path of egress an the bullding5 exter! / 98 j F� d) 0\��7. �, x UA �ti�T Integrallng occupants can exit safely.Emerge Emergency Battery Back-up / 3,'Ry options an available on Compact so artz EX. coo ., opUon4-0 e am offered an HID units.ent units, Emergency su Options / 4 �• / a for one or two 12 volt separate cimufgs), for use with up to 35 watt Halogen V` p ROD NAIL Wo/F rrl m X PI \ p , lamp(s)are available on both Compact ROSE 5AHM a Fey FND 160, \ RP WD 0^ Fluorescent end HID unrya. OQ IN TREE RICHARD J. 5AHM a L MON UA a /'J�J O� 4• $ $ $ r'F< ° $ °V r A \ y Al:O/ V " 0, '44 ', $ .$, y o, EX 30P \10 e 4 e $ o , $ • b e b ,b 'c m p"� cONc MON c * HRD ME) - a 4 b a a o ' r, pTTl ITY $ b b b b $ $ 4 tl b b b $ /�Q• /G (r L •�� !o' X. O, NYDRANT D. o r k.' r^ W to 'J 0• u b $ $ $ $ b' $ e 4 b b O rF�'1 O - W IE51 A � G� K u Ln b' u b b $ � $ SOUTHOLD PARK D15TRICT /-'/ g b' ❑ 'J 7X ,., G G c A N u a o �G\ 0 o b $ $ $ b C O a $ b �° a $ b o b b b b O� ° L $ $ l] $ O b $ b b '.' ` o' �'' y, " �^ � � Ai i a � p � A, $ b O $ $ 4 b $ $�$ b b $ •$ '� � E$STON ° a P a C O to $ $ O $ $ b b $ b b $ O O UA \�h - PROVIDE STREET TREES, r' a i b '�^ u $ $ $ b O b b b b $ $ $ O 10 JEFFREY T BUTLER, PE. PLANT APPROX.30' OL. $ d r'" o• A N o p 4• (SEE PLANTII45 56,1 THIS VIM) Ft'n $ ° ° ", Ci y WI J �`' ? P b $ b $ b O $ b o b� b b 00"IOAaT " (A b� tun C b C b 4 O b 4 4 $ MON� 5 + .7,. Y a 6 G C + $' li b $ b $ $ \ C' FND CO . b u o b b b , $ $ O b f T/) 4• $ MON D.3IL' bT b o N. tl' ri i `� b tu ri b '+,2 4 b $ b 4 b q b a 4' b G. ,5\\r�' ZD � �• F�" ZD LANDSGAPINC PARTIAL PLANae �ealb $ $og $. ° U- •l`qL]!. . $ v , e PROP,FiF2EENBRIAR PALL SCONCE q+`� Q'I Q Q Z � Wl Ore �ko2 \ 20 10 O 20 �Io 60 ao loa ;y�' $ $ , g `b GBWS-FT-42-GFL-F rF W V J a ? \ GRAPHIC SGALE I" = 20'-0" A N _ N b ° l7 ' i N a ,. MOw4TE0 8'ABovE SPADE J (TYP OF 8) Dc' Q ll -s --J\```r -Y l`• '(T(�jJJ��1� ru # Yu 4 e' b b $' b' b b �r6�rI� �y N 2) PIECES OF REINFORCED I _ /6 Ali O qr CI 9 b $' b $ b bC Z ° g RUBBER HOSE 4 DEL, STRAND J' UU o 'N� `l 6 ° ~ L/ ° �( ry 9 AI2 WIRE, TWISTED ��J>O °' °' P., b b $ b $ b $ N, $ b TILItt Q O L(1 I CEDAR STAKE 8'-0° '�f "' ° ° ° ° POLE a39 YTLIE SUFFGi.K OL O a SPEGIFIGATIONS �' $ b b b b 4 $ \ ffCP=A0U=NTy =BEFTNH�M�T:JH IL # LL ° yig LONG 2" TO 2 3/4" CIA. 11-� WRAPPING (BURLAP IRRIGATION NOTE: -q� ° b SERVICES O OR KRAFT PAPER FOR TREE PLANTING WO/F �' 'w' �N o W b o b $b $ ° < oV 12" PINE BARK WRAP) I. TREES SHALL BE of NURSERY STOCK OF AN APPROVED ALL LANDSCAPE AREAS ARE TO HAVE sourwotD PARK DISTRICT e $ g N N ° p AUTOMATIC IRRIGATION SYSTEMS c e �y N W (MULCH) IF NO SPECIES,GROWN UNDER THE SAME CLIMATIC CONDITIONS A5 $ �/I F,��^li, O o 15' THE PARTICULAR SITE, THEY SHALL BE OF 5YMMETRIGAL INSTAJIED AND MAINTAINED OARED ON THE INFORMATION PROVIDED,ALL DIMENSIONS AND U.MINAIRE LOCATIONS SHOWN REPRESENT Z W GROUND COVER GROWTI,FREE OF INSECT PEST AND DI5EA5E,5ATABLE r, 3.. CALIPER (MIND FOR STREET TREE USE. \^4j.•. RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE Z L H- 2,THE AVERAGE TRUNK DIAMETER MEASURED AT A HEIGHT OF 51X LAYOUT TO EXI5TIN5 OR FUTURE FIELD CONDITIONS, ° Q TEMPORARY INCHES ABOVE THE FINISHED GROUND LEVIEL SHALL BE A LAN25GAPE 5GHEDULE p FINAL GRADE MINIMUM OF THREE(3)INCHES. i v THI5 LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN ~ ° SAUCER 3. ALL PLANTING SHALL BE DONE IN CONFORMANCE WITH GOOD L' (�� BOTANICAL NAME COMMON NAME UNDER CONTROLLED CONDITIONS UTILIZINS CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE V HORTICULTURAL PRACTICE. THE FiOLI.OWIN5 15 DECLARED WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY \\ TO BE GOOD HORTICULTURAL PRACTICE, EVERGREEN TREE MANUFACTURERS LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE,TOLERANGE IN LAMPS P `50D ON B)THE TRW SHALL BE WRAPPED W/EU2LAP OR KRAFT AND OTHER VARIABLE FIELD CONDITIONS.CALCULATIONS DO NOT INCLUDE OB5TRUGTIONS SUCH AS ' in PAPER TREE WRAP 4 THE TREES BE STAKED WITH TWO 12) UA g ULM)5 AMERICANA LIBERTY ELM 2'-3' CALIPER FND CONC. BUILDINGS,OUR85,LANDSCAPING,OR ANY OTHER ARCHITECTURAL ELEMENTS UNLESS NOTED. PAGE : B" TOPSOIL CEDAR POLES 5EGURE12 TO THE TREE BY MEAN5 MON 03N. R)ALL TREES SHALL M TRANSPLANTED BALLED AND TON 15 THUJA OGGIDENTALI5 DARK At-ERIGAN V MIN. BUIL.APPED,AND THE BALL B 4 B WHERE NIEx12A' ARBORVITAE /�J ` /' @ SPECIFIED. SHALL BE AT LEAST TWO AND ONE HALF(2 1/2)FEET IN "r,• _ PARTIAL LIGHTING PLAN DIAMETER. W CT 2 (3)ALL TREE PITS SHALL BE HEREOF LLE L WITH TOPSOIL. J TOP501L 4. ALL TREES LISTED UNDER IN HEREOF SHALL BE BRANCHED O" U NOT LOWER THAN SIXWITH (b)FEET-WITH AN AVERAGE HEIGHT GrA kb 2���r R TREE PLANTING DETAIL BAGKFILL OF 10 TO 12 FEET WI H A MINIMUM SPREAD OF TOP OF 4 Uh O TON fire (A \\ 20 0 O 20 40 60 BO 100 a FEET. OJ \� GRAPHIC SCALE I" 51ALE, NT5 3 4 ti ry O ry LINE / 5YMBOL LE6>^NP ACKERLY LANE LEACHING POOL WITH OPEN GRATE \® \ P LEACHING POOL WITH C105ED COVER ( O (CAST IRON TO GRADE) FNO GONG 8 MON.03'E. refs EXPAN51ON POOL (FUTURE) (\C) � SRN N/O/F SEPTIL TANK IO 1 MARIO AR LINDA ARMINIO \MINIO 6 O/ S PROPOSER STABILIZED' . ' . ��.;.':: � /? R90 O CON5TRUOTION ENTRANCE. (5EE DETAIL,THIS DWG} PROPOSED SILT FENCE AND 91 WN n 6 � O STRAW BALE BARRIER, INSTALL ALONG PROPERTY LINE A5 (SEE DETAILS,THIS DWG) FO NAIL R05E SAHM b 0 IN TREE • \ ^°� RIOHARD J. SAHM L, 00 AQr 3 • P b,� be h -10' MIN. t` Jv 4 av`s'STONE PAVEMENT 2' PAIVEI � MENT O ° \ rN , p LIMIT OF exlsrlNC w000ED `S R EXISTING _ / G ND ROU - . - - S /P' \ � AREA TO REMAIN 6 A ;ol� MOUNTABLE BERM , 4V FILTER CLOTH PROFILE (OPTIONAL) 0 O � ' rba� �6 0 j? -10' MIN. PROPOSED SILT FENCE AND y coNc.MON. o�0ry STRAW BALE BARRIER, INSTALL ® \ ALONG PROPERTY LINE A5 SHOWN' hry�� � / `D ) �° WAS(OPTIONAL) F (SEE DETAIL5,THIS DWG) t�. / (OPTIONA ! .. Ex 24"m ' A/\ R • JO' MIN; - EXISTING i EXISTING p � a , r ' vGOARSE�, R ',-R PAVEMENT m FROP05EP STORM; GROUND /\ Z AGGREGATE , !_ _ ' �,�0 � r *' DRAINAGE INkET q r �\\�/ •`S W v v o'R 'R v •R f v ' R °o {0 'yz RROTEGTION, TYP'OF T ® E�iTTw�r �[ r_ / �a\ ° .Pa ® (S�E DTL THIS DWG) ``. /!S �/ IT Z ,;g OPAI EDIMEN E TO TRAPPING PLAN . N^P' , ' 6FNP0 ' ® . \ � HRo0" 0�09�� �j1 �1 X LL DEVICE SEE NOTE D ' cowl I. STONE 5IZE - USE 2" STONE, OR RECYCLED CONCRETE EQUIVALENT /Mm ' sc��y, 2. LENGTH - NOT II THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD s\"�gT;�!,L/ llG'�• _ d) APPLY) `$�✓ 3. THICKNESS - NOT LESS THAN 6"• '� ex la•m —I D- O d) 4. WIDTH - 14' MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRE95 OR EGRESS OCCURS. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. 5URFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 1. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF •69 fn SEDIMENT ONTO WBLIG RIGHT5-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC pRpp05ED SILT FENCE, INSTALL RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 6. WHEN WA5HIN5 15 REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH STONE AND DRAINS INTO AN APPROVED ALONG PROPERTY LINE AND SEDIMENT TRAPPING DEVICE. TRANSITIONAL BUFFER AREA AS ' (' � 9. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. SHOWN (GEE DETAIL, THIS DWG) "QOsloO,Y �\ 5TABILI ED CON5TRUGTION ENTRANCE ���ra � v" EN6INEER. NOT TO SCALE / OF E NCIN /63 R� i � we°wD �Q•��EV T, g YO,9'F HYDRANT cm � I W ley EXTRA 5TRENGTH FILTER FABRIC STEEL OR WOOD _ 2" X 2" STAKE5 5OUTHOLD PARK 015TP-ICT \ / 10,d REQ'D. WITHOUT WIRE MESH SUPPORT P05T� BUILDING WIRE (TWO PER BALE) v -0 PROPOSED SILT FEl AW y 10' MAX. O.G. SPACING OR TWINE PROP05ED ^� STRAW BALE BARRIER, INS W/ WIRE SUPPORT FENCE 5TRAW BALES I" WATER SERVICE TALL JEpFRerOT. EUS�oR, P.F. ALONG PROPERTY LINE SHOWN 6' MAX. O.G. SPACING (SPROPER ) W/O WIRE SUPPORT FENCE P)\ (SEE DETAILS, THIS DWG) T FNDGONG. EROSION CONTROL PART I PAL PLAN w o • : O COMPACTED III 3'N. y d- Ul q �' � , ;•• FLN MON.O FQy' lK .• LL IP ROP HATERM z FILL O O fO •, GRADE METER 20 10 O 10 40 60 80 loo FILTER FABRIC SECURELY �— �r�0 PROP05EP POINT OF CD LN - 2C G11. p-I O Q 7 ATTACH FILTER } TO UPSTREAM SIDE OF P05T I I O0 �ko2 \gym CONNECTION TO WATER MAIN 3 36" HIGH POLE (MAX) I-a LLI 2Oi STEEL OR WOOD POST TRENCH out 1 Q 9 SECTION or �- O CN e F O mow BOTTOM O HAY BALES LEACHING $ OFF F [4 Q O J Il " FLow f-- LL II BOOT SWALE II HAY BALES POOL TOOT 0 r 1 I 2"x2" 5TAKE5 U �' 9�YA F R1 I1- .. O fff 1 (TWp EACH BALED, i 5 .rtQ4 # IS LL m FLOW .. - - FLOW GRADE .. \//\ •!r`:.a. \//\/� ?�/��/ /����/ - - COMPACTED PROP. ASPHALT DRIVEWA GOMPAKUTED O In \/ i, �; \/\• DRAINA (PARKING AREA WHERE IN TED &AGKFILL BAGKFILL O O Z 3/4" MIN. PLAN _ INLET _ DRAIN ROCK BALE5 TO BE 5ET IN &0 51' CD cV /\ /\ STAKE5 (TYPJI, 4" TRENCH. SEE SECTION. y pROP.BELGI N a J\ /\/ 4" X 6" TRENCH SEE SECTION. W W/ COMPACTED Q BAGKFI L TR NCH DETAIL INSTALLATION WITHOl1T TR=NGHIN6 (rYP) n u II II n 111 11 N07E5 P1�C E It u II II II 1 „ `I O BE SET ENC SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIY. II a II II ELEVATIONII II N 4' TRENCH INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED SEDIMENT SHALL BE DEP051TED TO AN AREA THAT WILL NOT ALLOW OFF-51TE TRANSPORT. 4 SILT FENCE DETAIL TRM BALE BARRIER STRAW BAL BARRNOT TOIER ® LEACHING POOL R N ALE NOT TO 5GALE NOT TO SCALE of 5 0 I I� I I rv_ 3/� p 4000 P51 CONCRETE, r� X -X -x -x -X -X AT 26 DAYS ON VIRGIN y LNDISm1RBED SOIL CURB WAYS 1T®hr r DRIVEWAYS I V2"MAX. 8" THK TRAFFIClj� BEARING 6' CHAIN LINK 1 ABOVE FLOW LINE PROP05M GONG LOVERS TO GRADE(IYPILAI;)G FE III k NCE W/ RffN k _ FOW LINE BUILDING S ¢p PRIVACY SLATS L MAINTAIN 5% MAX.SLOPE FROM EDGE OF SANITARY J k k i SYSTEM OUT 20' IN EACH DIRECTION FIN.FL. A I III CONCRETE I eartnM QF=U T -12.94 >< 'I IYPIGDI5P05AL SYSTEM CLUSTEREDAL 6 POOL b' TNK LpNL z Q WRAPS ER �_ --� --- E G.I.COVER)va L.I.COVER - G.I.CVR EL=11.7al .I. CVR EL=1223' TRAFFIC BEARINGPAP FOR N p I GRADE EL 12.W ' FINAL GRADE � LOVER - k k FRONT VIEW TD. TD.S.: T.0.5., GHhIN LINK FENCE - 4' DIA PVC, PIPE L 127' 11.12' 11.12, IE:10.46' N 4" DIA. PVC PIPE 10' e Y.1' / L.F. _ D19TRIBL MON LP (I OF 4) �_H/6REBH k k TOPSOIL AND SEED TO - _ UP PRIVACY SLATS I I H� RDA SEE NOTE e2 IE-10.27' O 2R' g Ye' / L.F. _ qq O r, k k GRANITE JUMBO BB..GIAN To IE.=9.TI' ® ® ® ® 9' MIN. . TOOL 4' BLOCK IN5TALLED ON END SEE HOUSE TRAP,LONN.NOTES '0 4 15. ffE 3,63" !' Q EDGE a3 12' OA.ELNL \ 1200 GAL `N 5' IN.'„ + EL + ws,\ O BLUESTONE SURFACE M ® ® n ® ® o �' 4"MIN SEPTIC TANK I I. q ® ® GOT'OF POOL IC K TESTHOLE, 6ROUNDNATER FND 6 BOT OF TANK = 16.02' BOT OF POOL - 7 4TI I v \+ +/ r USFfo DATA W8L No.516780.1 y ! (5 ry "-VGLEAN ' - IMBED- HIGHEST RECORDED 6ROUNDWATC-R, 6D' COLLAR SAND ': : � ..'10-0 PIA.- SEE PLAN U 6 0 MOUNTING 2" SAND BAND + + g •a . •Y 4 638'MGVD2N = 5,46' (NAND N88) . FENCE EDGE I'-O' 2-.5 TOP . $ SECT ON DATUM NAND 1988 USED FOR THE PURPOSES OF THIS DIAGRAM BEAM TO EXTEND BOT. COW. h 10" MIN, BELOW WA3 TIES a lo'-0' FIN.CRAVE 24"1 OZ. F .' 4 , SECTION A PLAN VIEW 12. PROPOSED SEPTIC RISER DIAGRAM NOT TO SCALE www.dlgnetnycll.com DUMP5TER5 ENGL05URE JUMBO BEL61AN BLOCK erN�wva Oily or PER S.G.D.H.S. STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE SYSTEMS I vww,v.ral e11.mm SCALE: N.T.S. FOR OTHER THAN 51NGLE-FAMILY RESIDENCES;DATED: JULY 15, 2009, /7 ONU limb (for other states) CURB DETAIL NOT TO SCALE 600-212-4480 1 611 BORDER CONCEPTS, INC. BORDER KING slaw, cavatom and contractors working In the For safety reasons,homeowners am strongly 5TEEL LAND5GAPE EDGING I/4" X5" W/ g bd ghs of New York City and Nassau and encouraged to all as well when planning any 15" LONG 5TANDARD STAKES ue9 ountiee an Long Island must contact type of digging an their property.Homeowners CONTRACTOR TO INSTALL EDGING PER OI In I SDD-272-4480 or 811,at least 48 hours an contact us directly at 1.80D-272-4480 or by MANUFACTURER'S RECOMMENDATIONS ut n ore then 10 working days(excluding calling 811,the national all before you dig w eke a and legal holidays)prior to beginning number.For exavegon work completed on FINISHED GRADE, PLANT BED, a y m chanlzed digging or excavation work to personal property,It Is the contractor's DEVICE COMPANY MODEL No. SIZE U@E LAWN,OR GROUND COVER Suffolk Count a pre underground lines are marked. responsibility-NOT the homalwor -to contact fh BAGKFLOW PREVENTER INSTALLATION NOTE: PROPOSED BLUESTONE Approval�, Y�eParttneut ofHealth 8ervlaee 'tors and contractors an also submit DIpNaL Hating utllity lines marked prior to ffl START-UP AT INITIAL INSTALLATION AND AFTER SERVICING: RPZ WILKINS QT5XL 1.0" DOMESTIC, WATER netructign-Other Than Si THE DOWN STREAM SHUT-OFF SHOULD BE CL05ED. SLOWLY OPEN UPSTREAM PARKING/DRIVE - - - TOPSOIL tog►e Faatily nests oMne,through ITIC. If you do not digging is tee of charge. SHUT-OFF AND ALLOW THE BACKFLOW PREVENTER TO FILL SLOWLY. BLEED AIR AT �_�- - - - erenceNo. CII^)cZ-00©6 roe use ITIC, m Info macaH 1-800524.7803 ny Q - = =1-�-1 =1 -1 -1I =1 1-1 -LIHI-1L= sn Ftow I15 C PD for more Information. EACH TEST COOK. WHEN BACKFLOW PREVENTER 15 FILLED, 5LOWLY OPEN THE =L�- =ll=�=1 1=f1=1 )71 =1]f=J�=1�1=1E1=I1=1U1=I Usels) _ e e.! W N DOWNSTREAM SHUT-OFF AND FILL THE WATER SUPPLY SYSTEM. THIS 15 NECESSARY 1 Ill Ill=1 Lf�ll1_Lf�� II�)ll11 �� : r BORDER CONCEPTS, INC. in �a a��� any omi.uoar A. _ a - - - - - - - -- -__ -_ ON DISTANCE Q S O SANITARY SEPTIC TANK TO AVOID DISLODGING "0" RINGS OR CAUSING DAMAGE TO INTERNAL COMPONENTS. 15' 5TEEL STAKE _ County with B E ARA supply and sewaseistal 104 to Vmtf11 . H RIZONTAL SEPARATION D15TANGE5: O -f�-W-LI-� I _11 1-1 -W-i-L-�-1L- 1 -1I-L CHARLOTTE, NG as of � of dAW mmhesfi� js K. U/6 UTILITIES - 5'-O' �,,,1 BUILDING W/CELLAR - 10'-O" TO FACILITY I LI-I-El -)�-�- -�.L-� = -800-845-3343 a tYe afYehad ''°9 d to M• t e. BUILDING ON SLAB = 5'-0' L.STORM DRAINS = 20'-0' W m X permit Lenlhgnart asd m icahl G. WATER LINES = 10'-O" M. GATGH BASINS = 5'-0" ll -W-ll -ll=ll-ll -W-ll-1-1-1-1-ll=1=1 ahmardF aot.a M m m u l m Trr m m TTT m I� a III I-T04-541-56I0 (FAX) aPad6eal�rwNaad b,►fhaDeputmept,'fhi�a rovut D. 5URFAGE WATER(WETLANDS) = 15b" Q mryltea $ywm{� PP (NON,LEACHING) x Z LL �� ,� � � � ,� apptogl tmlma eateoded or teamed, F. PUBLIC WELL = 200'-O" N. SAN. LP, = 8'-0" - 5TEEL EDGING FOR H. PRIVATE WELL = IOCF) P. PROP. LINES = 5'-0" Q A Date ' H. RET. WALL (WTRPROOF) = 10'-0" Q. T.O. SLOPE = 25'-0" BLUE5TONE I LAWN PARTITION Raabem- J. U/G FUEL TANKS = 20'-O" R. BLUFF = 65'-0" (3N3: J S3 - BUILDING WALL z_ oo NOT TO SCALE HEAVY DUTY AND LOCKING 2r DRAINS TO BE N tt1 CAST IRON LOVERS TO SCREENED ° 2" DRAIN HEAVY DUTY, LOCKING,CAST IRON FRAME AND GRAVE I/-' = Q DRAIN PAN GONER TO GRADE OAMPOI 1152 G OR 1j) N TO BE 12"xl2" FINAL GRADE APPROVED EGIIAL FINISHED GRADE 24"I't RPZ - PLAN VIEW so MIN 24 / �i"v`PIL ' GRADE f / DOMESTIC WATER ONLY) R> �- 15TRIBUTION LP ( OF 2) LP TRAFFGa" THK C r rv' 20"MIN NOT TO 5CALE It' RPZ DEVICE 5UPPORTED PER RPZ B' MIN (I OF 4) BEARING COVER INSTALLATION ® � ® r� ® � B' MIN. INLET 1 (DOMESTIC WATER ONLY) REG UIREMENLT5 ® ® ® ® ® ® ddd NOT TO SCALE ® ® - ® ® ® o MIN 4'VIA, :gam ENGINEER: SDR 35 PVC, FLOW LINE MIN 4"VIA. ® IE ry 6 PIPE OR 6" MIN 35 PVC RPZ INSTALLATION REQUMEMENTS: i INSTALLATIONS MUST MEET ALL SUFFOLK COUNTY AND NEW YORK STATE REQUIREMENTS. Bi 1VALENr OF NE N °;r i0 PIPE OR 2' MIN ABOVE t PITCHED MIN. - EGIINALENT 1. CLEARANGE-5 III. DRAINAGE (CONTINUED) HIGHEST f 10'-0^ VIA. SEE PUN NON-RATEABLE Y°IN/I FT BAFFLE PITCHED MIN. A. ALL ASSEMBLIES SHALL BE INSTALLED WITH A CENTERLINE HEIGHT FROM 30 INCHES C. ALL DRAINAGE FROM RPZ'5 SHALL BE VIA GRAVITY FEED TO DRAIN. RECORDED iv SOIL m HALL 161N/I FTIm TO 60 INCHES ABOVE THE FLOOR. ANY INSTALLATION AT A GREATER HEIGHT SHALL P. AN AIR GAP MUST BE MAINTAINED BETWEEN THE RPZ RELIEF VALVE OPENING GROUND WTR .I �, m E a o w BE PROVIDED WITH A FIXED PLATFORM, A PORTABLE SCAFFOLD OR A LIFT MEETING AND ANY DISCHARGE PIPING. THE AIR GAP MUST BE AT LEAST TWICE THE s5- PIMEN51ON OF THE EFFECTIVE OPENING OF THE RELIEF VALVE;BUT IN NO COLLAR MATERIAL 6' MIN. OSHA STANDARDS. � (PENETRATIOW B. ALL RPZ DEVICES MUST HAVE AN 16 INGH MINIMUM CLEARANCE BETWEEN THE BOTTOM CASE LE55 THAN I INCH. 73as3 4, OF THE RELIEF VALVE AND THE FLOOR, E. HIAWFA6NRER'S AIR GAP FITTINGS MAY BE UTILIZED PROVIDED THAT THEY RATABLE SOIL I, a �I p901PE5 S1CNP�' C. A MINIMUM OF 12 INCHES OF CLFAR SPACE SHALL BE MAINTAINED ABOVE THE MAINTAIN A PROPER AIR GAP AND DO NOT ENCLOSE OR COVER THE _ _ _ _ ASSEMBLY. RELIEF VALVE. THESE FITTINGS ARE ONLY SIZED TO HANDLE INTERMITTENT UNDERLYIN5 SAND AND GRAVEL STRATA JEFFREY T. BUTLER, P.E. D. A MINIMUM OF 30 INCHES OF CLEAR SPACE SHALL BE MAINTAINED BETWEEN THE ANP LOW FLOW DISCHARGES. ADDITIONAL DRAINAGE CAPACITY MAY BE �- - - - FRONT SIDE OF THE DEVICE AND THEt�lEy NEAREST WALL OR OBSTRUCTION. REQUIRED TO ACCOMMODATE A CATASTROPHIC RELIEF VALVE FAILURE. JJdaaa _ _ Q E. AT LEAST b INCHES CLEARANCE SHOULD BE MAINTAINED FROM THE BACK 5IDE OF F. NOT USED 1.COLLAR DEPTH 15 NOT REWIRED WHEN RATABLE MATERIAL EXISTS FOR FULL VEPTH. __12.COLLAR MATERIAL SHALL BE CLEAN GRAVEL OR BANK RID. NOTES: THE DEVICE TO THE NEAREST WALL OR 0135TRUCTION. THIS CLEARANCE MAY NEED G. NOT USED TO BE INCREASED FOR MODELS THAT HAVE 5IDE MOUNTED TEST GOGK5 OR RELIEF H. NOT U5ED I. REINFOTE M TEST 4000 P.S.I . 26 DAYS "OI - VALVES THAT WOULD BE FACING THE BACK WALL. J. ALL EXTERIOR DRAINS SHALL BE KEPT FREE OF SNOW DURING WINTER AL50 (LEACHING POOL SYSTEM - QTY 6) 2. REINFORCEMENT MEETS ASJ.M.A5OR 35 P SPECS F. TEST OOGKS MUST BE POSITIONED TO FACILITATE TESTING (30" MIN CLEARANCE). DRAINS CAN NOT BE SUBJECT TO FLOODING AND MUST BE 56REENED. 4., ALL SANITARY PIPING TD BE 4"e E,5 35 PVC, Q V 17� p.ALL PIPING INSTALLED UNDER BIDG SHALL Be CAST IRON, AND SHALL REMAIN 11, MI5GELLANEOUS CONSIDERATIONS K. ALL VALVES SHALL OPEN GOUNTERGLOCK,16E (RIGHT HANDED VALVES), TYPICAL CLUSTERED DISPOSAL SYSTEM (LP) GAST IRON LEAVING THE BUILDING TO A 015TAWE OF 5'AWAY FROM BLDG I N CY < }- A. ALL A55EMBLIE5 SHALL BE ADEQUATELY SUPPORTED AND/OR RESTRAINED TO IV. NOT USED SCALE: N.T.5. PERIMETER }- O LL CD PREVENT LATERAL MOVEMENT. PIPE HANGERS, BRAGE5, SADDLES,5TANGHION5, V. INSTALLATION WITHIN A BUILDING GE,AND DESIGN PERFORMED IN ACCORDANCE WITH 56DH5 SPECS. Z p Q PIERS, ETC., SHOULD BE USED TO SUPPORT THE DEVICE AND SHOULD BE PLACED IN A THE INSTALLATION SHALL BE PERFORMED BY A LIGEN5ED PLUMBING CONTRACTOR, YT L .r.�TT MANNER THAT WILL NOT OBETRUGT THE FUNCTION OF OR ACCESS i0 THE RELIEF CONTRACTOR 15 RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND SEPARATION DISTANCE WOWS FOR DETAILS OF CONSTRUCTION:R CTION: ii z W VALVE. UTILITIES AND STRUCTURES PRIOR TO DIGGING. 5ANITARY LEACHING 5TRUGTURE5; / N Q Q m m O B. STRAINERS ARE RECOMMENDED PRIOR TO EACH BA6KFLOW PREVENTION ASSEMBLY A. ABOVE GRADE INSTALLATIONS: DISCHARGE GAN BE DIRECTED TO FLOOR OR I. REINFORCED PRECAST CONCRETE SEPTIC.TANK(1260 GALLON MNIMIW. \ rrrTyyyy ON NON-FIRE FIGHTING WATER LINES. NO STRAINER 15 TO BE 05ED IN A FIRE LINE DRAINS OR THROUGH A SVEWALL ABOVE GRADE VIA 5GREENED LOUVERS, MINIMUM HORIZONTAL SEPARATION DISTANCES: 2.USE 51x(6)lo'm 3.0 FT. NIGH(2'ED) PRECAST CONCRETE LEACHING RINGS �eYIi .iT'�!m I 0 F 9 Q 0- WITHOUT THE APPROVAL OF THE INSURANCE UNDERWRITERS OR THE AUTHORITY SCUPPERS, PIPE 5LEEVE5 WITH FLAP VALVES, ETC., IN ACCORDANCE WITH A. BUILDING Y8 CELLAR = 10'-0" B.u5E 4'0,APPROVED 5ENER PIPE THROUGHOUT. 'w' I \ 0.1 M IK 0. HAVING JURI5DIGTION. THE DRAINAGE REQUIREMENTS. B. BUILDING ON SLAB = 10'-O" 4.THE WASTE LINES FROM THE SEPTIC TANK 5111 ENTER THE MIDDLE RINGS A5 HIGH AS POSSIBLE. ,, ` 5,USE A CRO55OVER PIPE BETWEEN THE MIDDLE RINGS AND THE FOUR OUTSIDE RINGS,EIGHT(a)INCHES ABOVE THE BOTTOM. V J � Q � Q G, ALL A55EMBLIE5 MUST BE PROTECTED FROM FREEZING TEMPERATURES AND IF B. BELOW GRADE OR BASEMENT INSTALLATIONS: NOT U5EO. C. WATER LINES = 10'-0" b.BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL O INSTALLED WHERE TEMPERATURES WILL REACH IOO"F OR ABOVE, A HOT WATER TYPE VI. GERTIFIED TESTING AND COMPLETED WORK5 APPROVAL D. SURFACE WATER (WETLANDS) = I00'-0' T.5LAB5 SHALL BE 25'MAxINUM BELOW GRADE WITH A 2'MAXIMUM COLLAR, A55EMBLY MUST BE USED. A. AFTER THE A55EMBLY HAS BEEN INSTALLED, IT SHALL BE TESTED BY A F, PUBLIC WELL = 200-0" 6.SOLID HEAVY Dim AND LOGKIPG GA5T IRON COVERS TO GRADE ON ALL POOLS. \ Z W Z Q Q D. ALL A55EMBLIE5 SHOULD BE SPECIFIED AND INSTALLED WITH THE MANUFACTURER GERTIFIED TESTER, THE DESIGNER (OR WATER SUPPLIER) 15 THEN G, PRIVATE WELL = 150'-0" H.BOTTOM OF POOL SHALL BE A MINIRM OF 2 FEET ABOVE HIGH RECORDED GROUNDWATER. � _ RAL TO THE A55EMBLY. RESPONSIBLE TO CERTIFY THAT THE INSTALLATION WAS DONE IN H. RET. WALL (WTRPR�JFF) = 10'-O" 10.SHOW AREA FOR 50%EXPAN51ON OF LEACHING POOLS, INSTALL AT INITIAL CONSTRUCTION, K Q Q SUPPLIED RESILIENT SEATED SHUT-OFF VALVES INTEG 11,MAXIMIZE THE DISTANCE BETWEEN THE FOUR(OUTER)SATELLITE POOLS. A ~ (Y Q N[ N E. WATER LINES SHOULD BE THOROUGHLY FLUSHED BEFORE INSTALLING THE ASSEMBLY. ACCORDANCE WITH APPROVED PLANS;OR DESCRIBE ANY CHANGES OR J.U/G FUEL TANKS =20'-O" 12.TOP SLAB SHALL BE e^MINIMUM(THICKNESS AND TRAFFIC BEARING. I I� 1 J � O Q U1 M05T TEST FAILURES ON NEW INSTALLATIONS ARE THE RESULT OF DEBRIS FOULING SUBMIT "A5 BUILT" PLANS AS APPROPRIATE. K.U/G UTILITIES = 5'-0" 13.NOT USED a ONE OF THE CHECK VALVE5 OR THE RELIEF VALVE, I. INSTALLER SHALL NOTIFY GOVERNING AGENCY UPON 60HPLFTION OF L. STORM DRAIN5 = �O'-O" 14.THI5 D15PO5AL SYSTEM 15 FOR AREAS WITH HIGH GROUNDWATER CONDITIONS. - p Q- # LL Q F. ALL A55EMBLIES MUST BE INSTALLED HORIZONTALLY UNLE55 THEY ARE SPECIFICALLY WIORK. M.CATCH BASINS, NON-LEA6HING = 5'-O" CO SSS U_ O APPROVED FOR VERTICAL INSTALLATION. (REF. TECHNICAL REFERENCE PW5SP -14). 2. TEST RE5ULT5 SHALL BE SUBMITTED TO GOVERNING AGENCY ON N.SAN. L.P. = 8'-0" Q Q N N Q G. ASSEMBLIES SHALL NOT BE INSTALLED IN AREAS CONTAINING CORRO5IVE, TOXIC OR PRESCRIBED FORMS. P. PROP, LINES = 10'-0" HOUSE CONNECTION NOTES: o -� v LL ,. POISONOUS FUMES OR GA5E5 WHIGH COULD RENDER THE A55EM3LY INOPERABLE OR B. THE INITIAL TEST RESULTS AND CERTIFICATION ARE THEN SUBMITTED TO THE Q, T.O. SLOPE = 25'-9" P05E A SAFETY HAZARD TO PERSONNEL. WATER SUPPLIER AND APPROVING AGENT FOR ISSUANCE OF A COMPLETED R. BLUFF = b5'-O' (PER 5.6.D.H,5. STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL I p H. INSTALL A SOFT SEATED CHECK VALVE IMMEDIATELY AHEAD OF THE RPZ TO HOLD WORKS APPROVAL. DOH - FORM 1013 HAS BEEN DESIGNED FOR BOTH THE 5. SEPTIC, TANK = b'-O° 5Y5THT15 FOR OTHER THAN SINGLE-FAMILY RESIDENCES) �� // H- m ~ THE PRE55URE CONSTANT TO THE A55EMBLY IN TIMES OF FLUCTUATING SUPPLY GERTIFIED TEST RE5ULT5 AND THE DESIGNER'S GERTIFIGATION OF THE NOTE: LEACHING POOLS THAT ARE PART OF THE O) A HOUSE CONNECTION 15 DEFINED A5 THE PORTION OF THE GRAVITY 5EWER LINE WHICH EXTENDS PRE55URE. INSTALLATION. PROPOSED 'TYPICAL CLUSTERED DISPOSAL FROM THE PAGE OF THE BUILDING TO THE 5EWA5E DISPOSAL SYSTEM. ::3 Q Q 1. IF THE DISTANGE BETWEEN THE WATER METER AND THE DEVICE 15 GREATER THAN IO G. AFTER 1551JANGE OF THE COMPLETED WORK5 APPROVAL,THE A55EMBLY MUST SYSTEM' ARE EXEMPT REGARDING LEACHING b) THERE SHALL BE A MINIMUM TWO FOOT LENGTH OF CAST-IRON SEWER LINE EXTENDING THROUGH \ O 13 FEET,ALL EXPOSED PIPING SHALL BE 5TENGILED "FEED LINE TO 13AGKFLON BE TESTED AT LEAST ANNUALLY BY A GERTIFIED TESTER WITH THE RESULTS POOL TO LEACHING POOL REQUIRED SEPARATION THE FOUNDATION. PREVENTER - DO NOT TAP" AT 5 FOOT INTERVALS. REPORTED TO THE WATER 5UPPLIER. P15TANGE5. SEE 'TYPICAL GLU5TERED DISPOSAL C) HOU5E GONNEGTION5 SHALL HAVE A MINIMUM PIA. OF 4 INCHES,UNLE55 OTHERWISE NOTED. J. A SEPARATE SHUT OFF VALVE MUST BE INSTALLED 5Y5TEM' DETAIL BELOW FOR ADDITIONAL d) NOT USED _ K. PIPING MUST BE UNBRANCHED AND UNOBSTRUCTED FROM RPZ DEVIGE TO MAIN. QUESTIONS OR COMMENTS. 3PW5P®HEALTH.5TATE.NYA5 REQUIREMENTS. B) HOU5E CONNECTIONS SHALL HAVE A MINIMUM PITCH ON ONE-QUARTER INCH PER FOOT. \ 111. DRAINAGE <MAILTO:BPW5P®HEALTH.5TATE.W.U5> F) SLIP RING GONNEGTOR5 OF THE PROPER TYPE SHALL BE USED AT THE CAST IRON JOINT. IF PAGE : DRAINAGE FOR 13AGKFLOH PREVENTION A55EMBLIE5 SHALL BE PROVIDED FOR ALL RPZ REVISED: AUGUST 2008 REQUIRED, A FLEXIBLE PVC COUPLING WITH STAINLE55 STEEL BANDS MAY BE U5ED TO CONNECT 6110 OUTLET IN5TALLATION5, DRAINAGE SHALL ACCOMMODATE DISCHARGE WRING TESTING, GAST IRON PIPE TO PVG HOUSE CONNEGTIONS. THE FLEXIBLE COUPLING AND BANDS SHALL PIPE FROM DRAINING OF THE UNIT AND FOR RPZ RELIEF VALVE DISCHARGES. CONFORM TO A5TM CIIT3. GREASE OCT - A. DRAINAGE CAPACITY 15 SIZED TO ACCOMMODATE BOTH INTERMITTENT 015GHARGES c� ALL HOUSE GONNECTION5 SHALL BE PROVIDED W/ A GLEAN-OUT AT THE FACE OF THE BLDG. Tie 12 AND A GATASTROPHIG FAILURE OF THE RELIEF VALVE. Hd HOJ5E GONNEGTION5 SHALL BE STRAIGHT. THERE SHALL BE NO BENDS IN 5EWER LINES TO THE 1 5 B. PI5GHAR6E FROM RELIEF VALVES SHALL BE READILY DETECTABLE TO MAINTENANCE SEPTIC TANK OR GREASE TRAP. IF BENDS ARE UNAVOIDABLE, THEN THE FOLLOWING ADDITIONAL SEPTIC TANK - 1200 GAL. (ST) PERSONNEL EITHER VISUALLY OR BY MEANS OF WATER LEVEL ALARM5, FLOW INDICATOR LIGHTS, ETC, CRITERIA SHALL APPLY: SCALE, NOT TO SCALE of 5 i St1 xGo ' I, ALL CONCRETE CURBING,SIDEWALKS, AND DRAINAGE STRUCTURES SHALL 1 "n'�>�3 �) ' b, ao„uma HANDICAPPED NO PARKING CONFORM TO PLANNING BOARD STANDARD DETAILS AND SPECIFICATIONS, PARKING 516H ANYTIME �r�'p T 7�'T 2, TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 48 HOURS IN ':'i':BLUE@TONe, RESERVED ACKERLY LANE ADVANCE OF ALL CONSTRICTION. + g Q 3. LOCATION AND GRADES FOR OURB5 AND WALKS TO BE VERIFIED WITH THE TOWN 1 + PARKING OF SOUTHOLD HIGHWAY DEPARTMENT,5L.DPA. OR N.Y.5.D.O.T, PRIOR TO - f 4. ALL TRAFFIC CONTROL DEVICES, I.E.SIGNALS,SIGNS, AND PAVEMENT MARKINGS �' /• �/ />>< y / m'✓ r SHALL BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK �'° a°Cf°""°`" � STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS DIRECTED BY THE 517E R pp19 PhvF14ENr SECTION TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY. (MINIMUM THIGKNE6°J LOCATION .��� 5. CONTRACTORS PERFORMING ANY AND ALL TRAFFIC, CONTROL DEVICES, LAYOUT owre nve couRSE -M ELuc-STONE O Px4'�NL AND IN5TALLATION WORK SHALL NOTIFY THE TOWN OF SOUTHOLD DIVI51ON OF GOMPAGTEP SAW GONR6E / / P4-6 '05 E. ro��i,� ADJACENT PRQP;�R•M' TRAFFIC SAFETY,46 HOURS N ADVANCE OF 8E6 NN NG SUCH WORK ALONG A (EXISTIN5 BANK RUN OR b' (y. ``/, "', "ri TOWN ROAD , OTHeR WITABLE MATERIAU oT �aa +�., O , 6.STOP LINE SIGHT DISTANCE SHALL E MAINTAINED AT ALL INTERSECTION IN ACCORDANCE 51TEOE WITH OA5HT0 REQUIREMENTS, FINE GRACE 6oIL BASE - �g. 'mF W°� T. ANY 517E PLAN, ROADWAY IMPROVEMENT PLAN, AND TRAFFIC MITIGATION PLAN "r g'-O° B'-O° 6'-O° (SEE 517E PLAN FOR LOGATIOW �(D � �, A' S MARIO ARMINIO f a HANDICAPPED SHALL REFERENCE THE OTHER ON EACH AND ALL PLANS SUBMITTED A5 PART OF BLUE STONE �6 5 6 �� R9 uNOA ARMIwo THE TOTAL APPROVED 517E PLAN APPLICATION. TYPICAL PARKIN6 DETAIL PA KI I N x 9 NO SRFAGE wA ER5 WITHIN PARKING P I ELD SECTION NOT TO 5GALE NOT TO 5GALE x Bvl1S7: 300 FEET OF PROPERTY LINE ! NOT TO SCALE VA RO6 b b / ADJACENT PROPERTY � O� ® LOCATION MAP: 240' O / N(o/F l NOT TO 5GALE 1 hSPFIA�.T CONLR�ETE rTFE b _ '.f \ \ x� IN TRM FND NAIL ROSE SAHM B ' - �' / O� 2r ^pro PIROP05ED SITE PLAN: A6f'HALT BASE'GOURSE , RIGHARD J. SAHM \ r0 ^ O NO JURFAOF WATERS WITHIN iE� �ryo0' O 30a FEET OF PROPERTY LINE SOUTHOLD , O O 6701E BLEND&AGE-95A GOT�whGTION(6TANO�\RCOTO } .�\ SOUTH OLD D ��y" UA TOWN OF SOUTHOLD •1 �� i`/ / /1� i rirjyZ / �a E x 40 \ 0O '�' O SUFFOLK COUNTY, NEW YORK � x 0 5GTM NO., 1000-bq-O6-03 AND 04 []�Q '/ '.� 0 `' Q J42 Q O �. ZONING DISTRICT, '6 GENERAL EU51NE55 I' PAVEMENT SECTION (MINIMUM THICKNESS) 'yak OO �, ,p OO CURRENT U56 VACANT '! ASPHALT T 5SOTI TE x x p71s•�f; O �o PROPOSED USE. LIGHT INDU5TRIAL I V2" \ \ 0 $ FEMA FLOOD ZONE, WA i WEARING COURSE p�/C�'/� �m � ' 14' Q�}P O x O �. ASPHALT CONCRETE Z I X2" O' Nnvw / V �, ' \ �,yx Q �O �l ? o BLTE DATA, EXISTING, PROPOSED: BINDER COURSE "w'� �yY' ��' J STONE BLEND BASE 4 ,,g ti� 6 AREA OF SITE: 3q,432 S.F. N.G. IIIQ��:°� ID�' "YQPT� �� A� .. BUILDING AREA, (O,g05 AGE D�IVEWAYIPARKING AREA o� / Sv .. sF x yE O PROPOSED BLDG N/A 26G0 S.F. III \ PAVEMENT SECTION h�.: wA p/ �' p a '. \ ��� / FNR FAR, N/A 0.015 n.3%) LONG.MONI •_ 'D' j — 1 . \ORA' PARK AREA �' yV �, / �'' ' IMPERVIOUS SURFAGE• (DOES NOT INGLUDE BLUESTONE AREA) ( r � m NOT T05GALE No SURFACE HATERS WITHIN °�k15TING� AREA, O.O S.F. (O.O%) `/ m 5o0 FEET oP PROPERTY LINE S' �W. \ \ / x . �s.¢ Ex 24'm PROP05EP AREA: 5,2G0 S.F. . QI x UA HRD WD PARKING REQUIREMENTS: r a 8• x ' ' 7 � �T ❑' .'-I "�'" :•�' • '� '1 �Ir ,<'.'`•'' / x 'n, ". PROPOSED BUILDING 517E PLAN BASED O UA PROPPvER 5f.p L /'^:.'. . , .. �.yr @+ .p.. / < Y . . �i 1pb � ivr 'pry` � , 6RA�rE�ewESraNeaRlve '; '':�ti� SB °� ' ' '" � ' " ' LItiHTINDUSTRIAL = � ON ORIGINAL SURVEY BY: 2� m BONING INFORMATION: °\� �xN' ` JS � ' " ` . . 19P/500 FT GROSS FLOOR AREA NATHAN TAFT GORWIN III �/ O GENERAL BUSINESS 'B' j , , x �� N � , �� exw•m �/ 28305G. FT. /SOOFT/5P P.O. EOXIb LOT SIZE; 30,0IN S.F. MIN °„ ' ' a ,� ' Taav M€N aq / A � b ,PACE5 REQb ',p, ASfliAL , EXISTING: 39,432 S,F. (0.905 AC) 3q� ". p^' ' I (. * / O: \� EK3010 O�O�� NGLUDIN6 ( HANDICAPPED SPACE \ � ' � JAME5PORT, NY IIg4-i a � � v PROVIDED DATE, o, R `' " I ®E 1 '' u9' / HRo rd ^ AGES 2) HAN ;CAPPED REV, 01206 02012I0 O lL PROPOSED: N.C. F.FL,EL. = 12.g4 R64 4 5P con UAL I ;: ' . sPy \. /: '' o'' ' : r �� UWNERS, DATUM, NAVD IgBG O $ �' M0 . QPDS D I DING ' ;\O.cN: yi. .J . 'I LOT WIDTH; 150' MIN / 1. .. . . . . .o 4 dJ AREA - 2,BG0 S.F. ,,i;.Nf .' 2 r k �T." KEITH AND MARY-VONEIFF APPLICANT, ,( EXISTING: 161 ,79' & 242.64' v u.M•m L.ti'I INUM EAST PROPERTIES, LLG MORTON BUILDINGS 0 ;I PROPOSED: N.C. ¢1x / ry�'�� P "' o p .BLu ronE . "R°Y° 22355 COX LANE, UNIT No.4 PABLU GUTGHOGUE, NY IIg55 N N LOT DEPTH; 150' MIN PROP05ED I" RH�LOOATED IN CLOSET OF FROP05ED �/ H �' 631-134-4060 ! 1 w EXISTING: 163.72' PROP05E0 t3111L1>FIG, DRAINAGE PIPING TO v WMP5TER LOG. \0 „/ . y / '0 ' 1}dx 3'D FUEETT of PPATPERTY LINE n V 1 l0 PROPOSED: N.C. PENETRATE EXTERIOR WALL OF BLDG. SEE DW6 `So° SEE PT-,5HT 2 O .'V LP .' x'w�. / ' �� , .. No..+ FOR DETAILS AND INSTALLATION REQUIREMENTS, 6, J �• �' ". /-. . 4 .:' " ry �A.NITARY 515TEM GALGULATIONS: LPL { FRONT YARD SETBACK; 23' MIN , O 1 � ' .. 6LLQHABLE FLOW roENslrn, (SEE FRONT YD SETBACK CALC., THIS DWG) °np O� �� w / PROP05� HOUSE CONNECTION W/GLEANOUT, ,� \� i G>�• 6F'fVNDHATER MANAGEMENT ZONE, IV EXISTING: N/A FOR NOTT5 AND INSTALLATION REGMT5 SEE DWG Nos x 5TO 6 ��/p\1 \\ "' V �.. ALLOWABLE FLOW FOR 51TE = 600 GPD/ACRE ENGINEER, PROPOSED: 39,8' " SITE AREA = O.gO5 AE, ,.•-.�-__� $) ' Q I '`//✓ti Z�Lpp. �.,7 (6(70 GPD/AGREXO,g05 A(RES) = 543 GPD ALLOWED REAR YARD SETBACK: 35' MIN ti x v UTILIly O ya I O O 20'MINIMUM Ex,3O°a �C51GN GALCllLATIONS: II EXISTING; N/A 6R�o y �L�A�LP/ HRDwP oE, PROPOSED: 65,6' J�� / FXP� n _ PROP ENAWIN61 '6EN. INDUSTRIAL' (0.046PD/5.F) J1, d !w X,FIRE'; ' - 2.t BO S.F. X 0.04 GP.D. = 1152 CPO !i SIDE YARD SETBACK: 2b' MIN CIO" ��LF N UA HYDRANT TL PROPOSED SAN FLOW = 1152 GPD �,1 ti/ ( �L�/EXPO EXISTING: N/A r 50UTHOLD PARK DI5TRIGT' x 1 14 its/ Nruj'N� �` SEPTIC TANKS, LEACHING POOLS, �,� ACr:4'`4g PROPOSED: 25,0 ��� L q•� 115.2 GPD X 2 = 230.4 GAL REQ'D 1152 6PD / 15 GPD/S.F, = T6b 5Q.FT, iI USE I-b'0x4' E.D. = 1200 GAL. USE (6) 1044' E.D, = 300.0 SOFT NO SURFAGE WATERS WITHIN r \^ Vv JEFFREY T. &1TLER, P.E. SIDE YARD SETBACK CUMULATIVE: 50' MIN 30o FEET of PROPERTY LINE PROPOSED \ / ^r�� NOTE, MAINTAIN A 5% GRADE WITHIN 20'OF 7E5T FHOLE (MIN. REQV FOR COMMERCIAL 5Y5) (TYPICAL CLU5TERED DISPOSAL SYSTEM FOR I" WATER 5ERVIGB C�!- AREAS WITH HIGH 6ROUNDWATEFZ CONDITIONS)) (� EXISTING; N/A no HELLS wlrnm Iso FraF x " 9EPf10 SYSTEM (EwATE5 TO I' DROP IN BY, MCDONALD GE05GIENGE PROPOSED: 135,4' PROPERTY uNE UA 0 x / ELEVATION OVER 20 LATERAL DISTANCE) BOX 1000 SOUTHOLD, N.Y. gT W l — ii LANDSCAPE AREA: 357 MIN (13,801 .2 S.F,) 631-�6CH c-1, $ PROPOSED SANITARY SYSTEM DATE, MARCH Ol, 2012 EXISTING: 39,432 S.F. (1007 I .-�• 'N I TYPICAL CLUSTER DISPOSAL SYSTEM O V PROPOSED: 24,677 S.F. (62.67) MMIND ON.05 ' H U2'E' EL.a.e' 6RowvLEVa o' C/ d LL I' MOH.Oa'N 1200 GAL. SEPTIC TANK(6'(Dx5'H,4' EA) AND LOT COVERAGE: 30% MAX (1 1 ,829.6 S.F.) (b) ID COVERS LEACHING POOL � O C) PROPOSED MIXED FINE5 AND 5AND 0 z O (ALL GOJERS SE GRADE) LLI }- EXISTING, 0.0 S,F, (0%) WATER METER FOR DETAILS SEE DWG NoS EL.6s' 3,.0'SEWN GRADE Q Q > PROPOSED: 2,880 S.F. (7,3%) 20 0 0 20 40 60 gyp° PROP05ED POINT OF O In � z O GRAPHIC 5GALE 1" = 20'-0" °hx o'yk , x CONNECTION TO.WATER MAIN • GREYISH eROwN CLAY(CH) _ cz BLDG HEIGHT; 35 FT, / 2 STY'S MAX o �� gyp\\ EL.46' 6,o'EEowGw E EXISTING: N/A PALE AN FINE TO PROPOSED: 16'/ 1 STY MED.5ANGR PI Q Q Q IQ.2'BCLOW GRADE Q NATER IN PALE SDRN RN FINE TO MEP z A It 6 Q CN '' I Ci-CAIn. ! EI..-"12' 111.0'6ELOW GRADE atip, ( O PROPERTY LINE ioLuCYrJ:iL 6ROIINDWATER ENCOUNTERED � a � # u- (3 � m 102' BELOwN GRADE m DEMOLITION ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ADJACENT PROPERTY D15TANCE TO (� O O N O N ,} ss DESIGNATION STRICTURE (FRNT YD) IIg SANITARY SEWER � � � � LL •. WATER SERVICE O i6' SHEET INDEX: z .. ° ( 30' 5-1 SITE PLAN I� EXISTING WATER MAIN w 5-2 GRADING AND DRAINAGE PLAN Q - STORM DRAIN —'so — 5D — AVG,FRONT YD SETBAG'K5 OF ADJACENT p AVG, FRONT = 23'-0 5-3 LIGHTING AND LANDSCAPE PLANS 'p i,' "; 5-4 ERO510N CONTROL PLAN 5-5 DETAILS TOWN OF SOUTHOLD ZANN5 GORE, MAY - 2 2012 ' FLOW ARROW � � I� STORM DRAIN GRATE COVER ® ARTIU.E XII GENERAL BUSINESS(B) DISTRICT U V SECTION 280CTU FRONT YARD SETBACKS SCOPE OF WORK: g SEPTIC TANK \ O/ A. STRUCTURES 5HALI_ BE SET BACK AT LEAST 100 FEET a4° 1 FROM THE R16HT OF WAY, LEACHING POOL \ O/ B. THERE SHALL BE AN EXCEPTION TO 505ECTION 'A' IF I. BUILD PROP05EP SHOP. THE ADJALENT PPPLELS ARE DEVELOPED, IN WHICH 2. PROVIDE PROPOSED SANITARY WASTE `t T EXISTING GRADE x 6.0 CASE THE MINIMAM FRONT YARD SETBACK SHALL SYSTEM, WATER SERVICE AND RPZ. � BE THE AVERAGE:OF THE 515MAGKS OF THE 5. PROVIDE PROP05FD PARKING AREA 1j a TBACK GALL. ADJAGENTPARGEl5, 4. PROVIDE LAND5GAPIN6, STORM DRAINAGE, TEST HOLE FRONT YD SE LIGHTING, FENCING, ETC. 5GDHS APPROVAL AREA, FINISHED FLOOR ELEVATION F.FLEL. SEE SOUTHOLD TOWN ZONING CODE ON RIGHT 5GALE: NT5 o f 5 O 1 � , EGE p; STORM DRAINAGE GALGULATION: NOTES, VOLUME = AREA x RAINFALL x COEFFICIENT Www.dlpnornycli.com • •., PSPNALT' OP N�W" CITY °r FLOW ARROW I. ELEVATIONS ARE REFERENCED TO NA.V.D. I088 DATUM _ & �� ���n www.calloll.com Not 4 PROPERTY LINE \ ' O RAINFALL = 2 /HR. = O.ILT BLUESTONE (for other states) � COEFFICIENT OF ASPHALT = LO '�' STORM LEACHING POOL ® 1 COEFFICIENT OF BLUESTONE = IA DEMOLITION " " " " " ' COEFFICIENT OF ROOF - 1.0 PROP• (.,. 800-212-44801 811 SS SEPTIC TANK _ ( O / PROPOSED ASPHALT PAVEMENT - 2,400 5F SANITARY 5EWER I I LEACHING POOL O 1 2,40U E.P. x PRK x LO = 401 GF By few, excavaroughs ofrs contractors City n working In the For safety d to call s well homeowners am planning any WATER SERVICE 1" / PROP. BLUE5TONE PRKG AREA = 'IfF15 5F flue boroughs of New York City end Nassau and encouraged to call as well when planning any 01,415 S.F. X 0.16-1' X 1.0 = 1,562 OF Suffolk Counties on Long Island must contact type of dipping on their property.Homeowners EXI5TING WATER MAIN w EXI5TING CONTOUR 'b- PROP, ROOF AREA - 2,8805P 01gNet, 1-800-272.4480 or ell,at least 48 hours can contact us directly at 1-600-272.4400 or by 2,880 S.F. x O.I61' x 1.0 = 481 GF but no more than 10 working days(excluding calling 811.the national call before you dip STORM DRAIN — 9D PROPOSED CONTOUR _`"—� weekends and legal holidays)prior to beginning number. For excavation work completed on VOLUME, any mechanized digging or excavation work to personal property. It Is me contractors EXISTING 6 TOTAL GRADE x .0 401 GF + OF + 481 GF = 2,464 GF ensure underground line are marked. responsibility-NOT the homeowner's-to contact Excavators and contractors can also submit DlpNet. Having utility lines marked prior to TL VOLUME REO D - 2,464 G.F, locate requests online,through ITIC.If you do not digging Is free of charge. PROP05EP GRADE x 6.0 USE, currently use ITIC,please call 1-eo0s24-7803 (W 12'00' DEEP LEACHING POOLS for more lnformatlon. PROP TOP 4 BOTTOM OF CURB TOG 56,00 VOLUME PROVIDED = 2725.16 GF BOG 5b.50 PROP. TOP OF COVER OG 65. PROP. TOP OF GRATE 06 65.2 •NtLa TEST HOLE ' FINISHED FLOOR ELEVATION F.FL.EL. ACKERLY LANE GA5T IRON FRAME AND COVER TO GRADE ' CAMPBEI.1. 118,2 6 OR APPROVED EQUAL .Y FINAL GRADe 5EPARATION DISTANCE FNDCONG' 12, MIN. MDN,05'E. W THK GONG REQUIREMENTS FOR 5TORMWATER 1 ® ® ® ® ® ® COVER LEACHING 5TRUGTURE5 AND PIPING: ® ® ® ® ® \^�" :.�' '� o PROPOSED E,LUESroNE ® ® ® ® ® ® HORIZONTAL SEPARATION DISTANGE5 FOR 5TORM alp ' a 10.:5 DRIVEWAY WO/F 3' MIN. ® ® ® ® C' ® ® 3' MIN. DRAINAGE LEACHING POOLS, ., ',% Bce 1025 A. S MARIO ARMINIO a ® ® ® � 5 ® ® PROPERTY LINE = 10' MINIMUM / /� R9 LINDA ARMINIO ® ® ® ® Zi ® ® ( WRAF STRUCTURES BUILDINGS WITH CELLAR - 10' MINIMUM 1121 ® ® ® � q ® ® WITH FILTER FABRIC _ ® ® ® ® m ® ® BUILDING5 ON SLAB = 10' MINIMUM •^-• WATER 5ERVI0E LINE/LATERAL5/MAIN5 = 10' MINIMUM �� � gems /RRO., UNDERGROUND UTILITIE5 = V MINIMUM f a PROP. PAVEMENT AND WOOF 12'-0" DIAM. NON-RATEABLE SANITARY LEACHING POOLS = 20' MINIMUM aOla y DRAINAGE LEACHING POOLS T- BOIL PUMP STATION = 5' MINIMUM 10,•- io25 /� m (3) 10'0 x 13'LIR. DEPTH W r 6Np W7R ry GREASE TRAP - 5' MINIMUM ' 24'O' a 4/ o. N o F 914 1Z — MANHOLE = 5' MINIMUM FND NnIL 4 7 ti CGOLL✓tiR MATERIAL G' MIN. PRIVATE WELLS = 50' MINIMUM .. ,ya. '�TTOG' OG 10:1 .`•' x%z o FG 0 o ROSE SAHM 4 61 MIN.RATIOW RETAINING WALLS 5 IO' MINIMUM ° / 'quo lo2b n� 0 . m IN TREE/s2/� m .1 I to 0�^� / RIGHARD J. 5AHM Tn RATABLE SOIL FUEL STORAGE TANKS (BELOW GROUND) = 20' MINIMUM f 'sD •�,� HORIZONTAL SEPARATION DISTAW=2 FOR STORM e� ,i Ia UNDERLYING SAND AND GRAVEL STRATA DRAINAGE NON-LEACHING 5TRUGT'URES, ze Is WATER SERVICE LINES/LATERALWMAINS = 5' MINIMUM ..... ''•..,. \ � BSc �� j x� � Q O /� /� I�COLLAR DEPTH 15 NOT ;EWIRED NIEN RATABLE 14ATERIAL EX15T5 FOR FILL DEPTH. UNDERGROUND UTILITIES = 5' MINIMUM �`�8 6 2.COLLAR MATERIAL 5HN.L BE GLEAN GRAVEL OR BANK RIM. .. Tj . . . y 3.ALL DRAINAGE 5TR110TURE5 MT BE HRAPPW WITH FILTER FABRIC. VERTICAL SEPARATION DISTANCES FOR 510511 '� W • . . \ O �A- NRY WASTE LINES = 18' MINIMUM ^ ;, i Q� 1 ` R -`-^— TO J STORM LEACHING POOL (SD) 5ERVICE LINES = 18" MINIMUM 1aT �' :' :• . a12 ac.izb . '� •. ... ................... .. . x 29 5AN1' O SCALE, N.T.S. a 12.4 — • .e p LOCK.-b1 . T� • . Oct l2 ROP' ..... •i / 6R� \h \0 k ' GRATE 61: P RKIkSAREA GLB ... .b t� a� I � v' I ® . BLUE5TONE ti'f" ChpN . .% WA 0Tt76 , ' - .SA' x!r-4 :i0G 1252. \ i / E�'Li'INHERc, it n : J2A3.. rOG 12g2 xx� //� NEW if \, I �\ pG � ,• 'p � ®11:56 ' „ / ./, >� P/4Q$%r ' "p' '¢e r I 'Q .:', '� GRATE I •TLC. Ias' � . 4: �%`iI �'x re ` SJ.r+GVR';':i' :, ; '/ls,' .'a121 \ xv cT >'> :,101 E4UF5TONE DRIVE ",.\• O. ,. ','': "\ G � �•: 02 � `, V C\ eery / —12\ 03 ��✓ ':x r,✓. 0' \ / '(Cv d' �; V (/ PRCM'04ED a � Epp ' 734 �� 12.IT 4 �FE6S�fr 111'1 P O +, 15C I a Tor, . °C 12 ' "4(e" �QC) / . . / JEFFREY T. BUTLER, P.E. M0 . sex tkOP05ED BUILDING Jlbq /row F.FL.EL,•= 12A4' Y/ Q AREA = 2,880 5.F, 12 q� \ I x O PROP05E0 '�\ PARKi 122 N .w IS": v \ PROPOSED /✓ r. x O DUMP5TER LCG. / ". '. 1. ".... x '\t N }- \ o, SEE DTL,5HT2 0. \oi „1 ° ;��0 ' x .' .. 3 q LP CL a LU / O 'V 20' INIMUM 1O Q I VfILNY •. � 1 I-P LP 4 (L QIN WO/F O 5OUTHOLD PARK 015TRIGT V x ,roll O /; // ` „ .��°�\�•\,\tr\C\ # ` 1L O O D IN PROP05ED WATER 5ERVICE MOTE, MAINTAIN A 5%GRADE WITHIN 20'OF Z '� .✓ ., : %` '.. . .. '..� SEPTIC 5Y5TEM (EGVATE5 TO I' DROP IN F ELEVATION OVER 20'LATERAL D15TANG IU O Q .'0 f PROPO5ED.5ANIITARY 5Y5TEM FND co COVER5 TO GWADE,FOR SYSTEM MAY ' 2 2012 11 9A MON.03% p INFO SEE PM NO.l PROP05EP PAGE : WATER METER k,�\�. � PROPOS POINT OF O R D I N C AND DRAINAGE RAINAG PLAN x CONNECTION TO WATER MAIN 20 10 O 20 40 60 80 10 a ORAPHIG SCALE 1" = 20'-0" of 5 0 i GREENBRIAR® WALL SCONCE (various nefiectors are protected byU.s,Patem No,0.464,378) 1 Calculation9AMKry ACKERLY LANE HOUSING•The aluminum housing is BALLASTSIELECTRICAL COMPONENTS FINISHES•Sun mbdunlSnlehedwith LOW COP700 LhRa Avg Mms rm AvgT1n 14cazT11 avallable In two sizes and Is a rectangluler .Electrical components are factory. LSI§OumGrlp polyester powder coat Ga1g�. IlleselxeT 1 shape, All mounting hardware Is mounted In housing and prewired with flnlshing process. The DU@GfIP Mlsh bpi MIC OA NA N.A. yr Stainless steel or alectro-zinc plated steel, voltage specific leads which extend out withstands extreme weather changes WALL MOUNT- A golvanized-sleel the back of the unit through a rubber without cracking or peeling,and is Ong .fie b j RI universal wall mounting plate easily grommet This grommet prevents the guaranteed for five full years. Standard mounts directly to a 4"octagonal or entry of Insects,dust,and moisture Into colors Include bronze,black,platlnum Syrl7t�l t Ldxl ATfit Doxr Uf the fixture. The need to open me Ilxmm plus,buff,white,satin verde rsen, � 3 Is sup junction toobeIns An EPDMen the to make whips connections Is eliminated, Metallle Silver,and graphite, Law msupplied to a Installed hmbox, the thus making Installation quick and easy.FADLONO, the ounting beano entrance osealing DECAL Bnated damisI 9offers shanuptlomalcolor- 0 9 A SINGLE 6Bl•Z•1-FT-+IO'O-F�?f pppp rjp�pp MON,,03'E. F the lunation box from enbance of water, ULllsted HID components with high. �2711 �60 TO p power factor ballasts rated for coordinated decals lnSemndeM colors to The galvanized-steel universal platy accent the fixture.Decals ate guaranteed allows the fixture to securely attach to the slaning. Compact Fluorescent ballasts furfiva years against pealing,cracking, Maintained Fookandle levels at grade. h mounting plate using ugique clampinp ors Electronic Universal Voltage(120. orfading• Total Pf086t Notts = 3660 ��• ✓-{�c N/O/F design which is locked Into place with 277V 50/60 Hz)or 347V(60 HZ),VF \ MARIO ARMINIO 4 two hex-head screws. The universal staffing. Compact Fluorescent fixtures PHOTOMETRICS-Please visit our web slue S LINDA ARMINIO plate Permits the fixture to be mounted with UE(Universal Elgptmnlo)voltage= at etww.lsl-induahteacom for detailed JEFFREY T. BUTLER, RE, IS NOT RESPONSIBLE FOR SAFETY AND / available Wllh an optional dimming ballast Photometric data a9Ygv In the uplishting position(listed for damp SECURITY RISKS WE TO INADEGIVATE LIGHT LEVELS. THIS IS NOT •� XR locations)or duwnlightng position(listed for multiple types of commis such as A RECOMMENDED LIGHT LAYOUT. IT 15 A DESIGN BASED UPON ,3' far wet locators), bullding lighting controls and occupancy THE SOUTHOLD TOM CODE - ARTICLE XXXXV-OUTDOOR LIGHTING UA DOOR FRAME-The aluminum dooriratde sensors.Available battery back-up of BE (32'staNg temperature)and 0orB O withlwostalnlesssteelcaptivefasteners THIS 15 NOT AN LSI RECOMMENDED LIGHT LAYOUT, LSI IS (0'sfe for temperature)areor 2orO allows easy access ildO the iSdure. ANOT RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE O through voltage far US.camps.. Co for 26 watt /� one piece extruded silicone gasket seals Nrough 70 wag lamps. Consult factory TO INADEQUATE LIGHT LEVELS. O a v / W0/F the door frame against the housing. The for avallable wa,Naoes and voltages for O F Q Fro NAIL ROSE 5AHM 4 door swings open and Is held In place by use In Canada, O 'S6. rj,� Q ` IN TREE RICHARD L. SAW amulner. L� 7� T A OO-�c6 QQ V O LENS/GASKET•A flat clear tempered glass REFLECTORS/DISTRIBUTION PATTERNS GRR1:xN�.IRJ.LiR NO ° lens which Is sealed to the door,lrame -Forward Throw(FIN,FT)and Type III A 7 /'� Tip 1�Js Q UA O �ry O O with EPDM gaskefing,Is standard, An (3)rsllectars are available on small and WALLSCONCE 0�,7 O ,�1 OO O optional polycarbonate lens Is available medium, Wall Wash(WW)reflectors MSN4 FULL CUTOIT •4 HRD IND O O on most Compact Fluorescent fixtures are also avallable on small. All are high Operformance,full cut-off distribution as An ��� O O S SOCKETS-HID lampholders are glazed defined by the JESNA(downllght position f pomelain,medium um base forr s small ACKERLY LANE': e7 OO o O 0 R PoWre end mogul base for the small Only). Phommehic data is tested in �O ��+ � O O 6,S accordance with lESNA guidelines. ' fixture,4KV pulse rased, the Compact Ex lOV 0 Q Fluorescent fixtures feature's one-place /V'` i rvso ro OO O O thermoplastic socket Q O O �6 �� LIGHT SOURCES-The fixture is designed to � ) operate with horizontal Pulse•6tan Metal tG y .; O O OO Halide,Pulse-Start Metal Halide Reduced, az O Ceramic Metal Halide,Metal Halide,High Pressure Sodium.and single,double BLUES ONE or triple Compact Fluorescent Imps. :FNDOONG, VA BLuc-siaNE .�v"'T � PROPOSED SCREENING ON NORTHEAST •_• GONG.MON, Lamps hippdIssdendaN-HID MON 6.31E. .. PARKING AREA h 51DE TE PROPERTY A5 GENT h A (clear shipped Installed) and Compact (PLANTED ALONG AD.IACEtIT Fluorescent(coated,4100K), RE51DENTIAL PROPERTIES) SEE EX,24"9 EMERGENCY OPERATION•A variety of •� PLANTING SCHEDULE,THI5 DRAWING VA TURD IND Integral emergency options are available �tD 'wo/F ! to comply with Life Safety Codes which S MARIO ARMINIO 4 require emergency lighting along the / L.INDA ARMINIO U nl 40 UA MTsu "PROPOSED tY' Path of egress on the buMing'se ,sFIw cryB.UESiCNE DRIVE '�" so building occupants can e><Il Safely. Q \ q+r Integral Emergency Battery Back-up �� �.\• " r \ �` options are available on Compact �" W N IsROPOSED '((y Fluorescent units. Emergency Ouadz r Y. YA$FNAL7 bAVEMF,Nf \ Q options are offered on HID units,-Options 6. Q for one or two 12 volt separate cimuB(s) j Qv 111 _ Ex.3O"e O] p•� for use with up to 35 watt Halogen FI HRD W0 Q Y lamps)are available on both Compact . v` rF�i1t MOOI+NC, UA PROPOSED BUILDING \� Fluorescent and HID ugits QQ IN�L ROSE/5AHM 4 F+1 n F.FL.EL. = 12.14' ' 'A (7j e!�O Q^^� RILHARD J, sAHM �p AREA = 2,bb0 S,F. � Fc "t'.w ' . dry 4 ry X • / -'tar 4) . PROPOSED ` UA N In 0� ,. 8 d 's� O t PROVIDE STREETpT�REES, .' P,SKINS AREA I• $ a J.$ � ' z PLANT APPROX W'O,O. O tQ (6EEPLANTIN&SCII,TH15 601 DWG) $00 JJ t$3L Dodo do $d °od UA ^ , , V .,.,i $ $ $ $ do do $$do odo o$ �, �, Q�r O F N d 3 ^ 7' � ^Q d✓$dy do da$do dO d,° o do$do$do$do$$$do }6 Q' ., $ dr a Ai $ do do $ $ $ da da A .�..T° z d> �dv��4, 4 �da do a$da do$$4, 4, da 41$0.It ,At� 'tar a da Qr 4i dJ d✓ Qi $ $ da $ da $ $ / 'Y EX.30"d :4 da 6 6 dy d, do Q+ . $ do $ da $ $ do $ / UT •� 4i O { 6 d ° d do d d d d $ •�� / NO 6 A POLE,NSA' . b , a' a 4, J J J ¢•$ a o 0 0 0 0 o a Q o j S R,l 3� HRD WD '�"'' !' lr ray ,� ,�9 ,�,a O+ d d d d d d d d da a d $ a P M4. GONG.MON. ENGINEER, ' p 4 d> F+ $ $ do 4, do $ �o $ <G )'p Q UA VV 'b da $ $ 'C PLy T, 6V( 9 a V 4✓ 4a dL v}, 8o d+ U �f• Q, $, dJ $ $ $ do $$� IVO/F 6' b '6 b @� '$a '4, 64 '3 4a 4 $ d d 50UTHOLD PARK DISTRICT 10) �A dvd d✓ d a �d od T x 'Qr�•9i d>1r 6 Qr Q� $d $ do d dod do do Q • � 2i ai d, 4v o 0. $ $ J. srya,J- e✓� \• : b 4.dr 4i }„�6 6 •� '•j} '$ L as dr d> dJ $ $ $ Lb � '. 2 •'N : . 4, ¢ air ''}a `� dr ?> di dr $ $ $ dl° $ $ do a 4 \$ $ da o $ AR1p Nor' UA PROVIDE STREET TREES, G` 4 Qt S`v 1�1 4P tI Ora '}r 6✓ li 2+' ¢! da d✓ d/ $ d� $ do $ do r, , do da • �„F�Sj PLANT APPROX.30'O.G. Si !+ l4y`:ryyy '(+' ^ai '6'0,,LL•'2y'PJ d, ri $ d3 d✓ $ $ do $ da k6o °a $ eb M Q .. (SEE PLANTING SCH,THIS DWG) FNO 4 4d 4 V t" 60 1' a G ! Qr dv 4 $ °.)° °o so °o �$ °o do "JQ/� JEFFREY T. BUTLER, P.E. , CONIC. �y 'f2r 4tj Jy 4y �r >'° r ¢> dJ d✓ $ da $$do$$$ do do Q Q) HID GONG. NON, 4J 6 PROPOSED 6UILDINC- $ •�, 'Na do •fi ar 'k, ° a' F.FL.EL. = 12.Q4, b T'a 4J�y �aJ 2ib di da da ;�d✓$d�$d $d $d dod $d ks� 4JP \Q . Q MON.0.5'N. / AREA = 2,b80 S.F. dv r7. do '$ o$ ova ° LANDSC API NC PARTIAL PLAN G �' 6 d, dy d� $ $ � • ° ���` w 6a ,y4% yAaf �G dy d/'�+¢4-$do$ $rid tk'�; \ Q -7 ,q da 'Con Qv, "1111111101 4 '6.'Sdry 6d �dJ 2 do�dadd \ � � LL �t ko'2A`yv 20 10 0 20 40 SO" SO 100 �o, i, ry' 'tis $dy d> da >°a 2 d PROP.GREENBRIAR kYkLL °SCONCE A a Z O GRAPHIC SCALE I" = 20'-O" tn , `'4J d> 6 - 2 $ $ GBWM FT 400 HPS P .'. • . , :. , D� Q Y> d✓ 2 MOUNTED 8'ABOVE 5RADE Q QW� p 2'A° •i+�'6 r� 6Gd>d.dv d.+d d✓ d (TYP OF B) .: , it OOO ~ 3 IV �, bo 'fi ds dr �• Q+ d d ✓/Y `� 7' T � � 1 4 0- ✓� '{r�a'1}a � R',O G da df dv dv d✓��d✓ v , - `J� \00 Q O Q LU 2) PIECES OF REINFORCED tiR dy,¢ 4 •� e,6 4, . J Q,d✓a,4 aJ UTILITY O� C1 RUBBER H05E 6 DBL. STRAND �° 9 g L d> �, d,, a,, ttl2 WIRE, TWISTED. ?� ,0. POtE u44 1 a O Q ry ,f' Q 'J CEDAR STAKE B'-O" $ ' Ld G d,4e dJ 4 d, / " n1 2v (Y u Ifs I LONG 2" TO 2 3/4" DIA, 5PEGIFIGATION5 �o a d, WRAPPING (BURLAP IRRIGATION NOTE: '�, ,� , M,p,, OR KRAFT PAPER FOR TREE PLANTING N/O/F �v - 1L, o rn l9 12" PINE BARK WRAP) I, TREES SHALL BE OF NURSERY STOCK OF AN APPROVED ALL LAND�WGAPE AREAS ARE TO HAVE 50UTHOLD PARK DISTRICT O d'd✓°✓ Q N _ O R AUTOMATIC IRRIGATION SYSTEMS \� N O (MULCH) F NO SPECIES,6ROWN UNDER THE SAME CLIMATIC CONDITIONS AS 't .' IB' THE PARTICULAR SITE. THEY SHALL BE OF SYMMETRICAL INSTALLED AND f4ANTANED BASED ON THE INFORMATION PROVIDED,ALL DIMEN510N5 AND LU4INAIRC LOCATIONS 5H0YAI REPRESENT Z GROUND COVER o� GROWTH,FREE OF MSECT PEST AND DI5Eh5E,SUITABLE ✓ � LLT 3' CALIPER (MIN) FOR STREET TREE DIAMETER '¢ REOOMM IPED P051TIONS, THE ENGINEER ANP/OR ARCHITECT 45T OETERMINV APPUOAdILITY OF THE f- 2,THE AVERAGE TRUNK DIAMETER MEASURED AT A HEIGHT aF 51% .. TEMPORARY INCHES ABOVE THE FINISHED 6ROUN0 LEVEL SHALL BE A LAYOUT TO D05TING OR FUTURE FIELD CONDITIONS. .` Z O Q —\_ + Lf FINAL GRADE L PIANM OF THREE BE DONE IN THIS LIGNTIN6 PATTERN REPRESENTS ILWMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN ~ 0 (3 Q SAUCER TO TI GOOD HDRTIG TIC E IN CONFORMANCE 1 WITH GOOD Y Q, B;OTANIGAL NAME GOM N NAME ,5f�� l - rzn�t� 3, ALL T ERTRINK SHALLWRAP BE K REPE AL PRACTICE, ETBURLAP OR TAKED WITH TWOT UA FRSRF�TRFF UILM,NJ ME G �- a ,- "'.' "' MANUFACTURERS GONDITIONS SOCIETY ING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE UNDER CONTROLLED TREE f3 HORTICULTURAL PRACTICE, THE FOLLOWING 15 DECLARED TH ILWMINATIN6 ENGINEERING SOCIETY APPROVED METHODS, ACTUAL PERFORMANCE OF ANY 'S LUMINAIRE MAY VARY WE TO VARIATION IN ELECTRICAL VOLTAGE,TOLERANCE IN LAMPS m b TOPSOIL CEDAR POLES 5ECNiEO TO THE TREE BY MEANS (21 A R AJdA LIBERTY ELM 2 3 CALIPER FNP CONIC. AND OTHER VARIABLE FIELD CONDITIONS,CALCULATIONS DO NOT INCLUDE 055TRIIGTION5 5UGH AS MON.03'N, BUILDINS5,GIRDS,LANDSLAPItY,OR ANY OTHER ARCHITECTURAL ELEMENTS XE55 NOTED PAGE : (B ALL TREES SHALL BE TRANSPLANTED BALLED ND 6' MIN. //�� /�' PLAN > ' DIAMETER, AND THE BALL P TON 41 OGGIDENTALIS ARBORVITAE P T I L L I lJ 1 I T I N lJ I— L/rt N 5PE GF ED RE SHALL BE AT LEAST TWD AND ONE HALF(2 112)FEET IN S a DIAMETER. WALL TREE PITS SHALL BE BAGKFILL�WITH TOPSOIL, ��� . TOPSOIL 4. ALL TREES L15TED UNDER(U HEREOF SHALL BE BRANCHED O" `t' •/`�. F NOT COINER THAN 51X(6)FEET-WITH AN AVERAGE HE16HT R. BACKFILL OF 10 TO 12 FEET WITH A MINIMUM SPREAD OF TOP OF 4 VA O TON < v A T TREE PLANTIN5 DETAIL FEET, (OA ��� 20 10 0 20 40 50 5CALE: HIS GJ 80 100 GRAPHIC 56ALE P Of 5 Y T.T� LINE / 5YMB0L LE6END ACKERL iV LANE LEACHING POOL WITH OPEN GRATE i LEACHING POOL WITH CL05ED LOVER ( q (CAST IRON TO GRADE) EXPAN51ON POOL(FUTURE) / MARIO ARMINIO t 5EPTI0 TANK `0 q\ PROPOSED 5TAELIZED'', , ';,`; LINDA ARMINIO CONSTRUCTION ENTRANCE,'` '2g 90 (SEE DETAIL,THIS DWG) 'A\ PROPOSED SILT PENCE AND ............ STRAY, BALE BARRIER, INSTALL / ALONG PROPERTY LINE A5 SHOW, v (SEE DETAILS,THII5 DWG) o O �N L R05E D5 HM a '' ® /• +'.;,,,, ,la �O V RICHARD J. SAHM . -10, MIN. a ::' Ex 3610 •tpc`o. . ,�, EXI5TIN6 .. WD S§P STONE PAVEMENT 2' PAVEMENT EXISTING Sy ^ `�,�q� q GROUND \ ,,1' �r.6 • \ ,�pQf' S "O, �t .S ILTER CLOTH PROFILE `5 MOUNTABLE BERM F ,�,�y) '` ex le•m �. (OPTIONAL) O '70' MIN. PROPOSED SILT FENCE AND 5TRAW BALE BARRIER, INSTALL z ALONG PROPERTY LINE A5 SHOWN 3� pRvposEo' ' \ WASHRAGK f (SEE DETAILS, THIS DWG) .� �. ® BLNFSTDNE q•t /J FND MON (OPTIONAL) - ' Q / PARKIN AREA • ° _ ® sp / NRD AD / ._ _ _'• - '• '• - + • - JO' MIN:• EXISTING m EXISTING / pp "" ' + v •" ' vcdAR5E �-v " '' v r v PAVEMENT a �/ PROPO$EP STORM • O GROUND j ;� Z - • -.• A66R�6ATE'„ ••' _� "• .. {OO R'n PROPosER' • $' A1NAGk INLET rr1 •v v ,R�� _° 'R v • ,° ,r ' . �PROTECTION :TfPOP9 ' 4j-• - W N {O /?, m7 BLUESTQNE DRIVE (5,11 DTt THIs;vWGY A DRAINAGE TO ASPJiALT{'AVTc- IN SEDIMENT TRAPPING ELANlz DEVICE SEE NOTE 8 CO \ WNL A�v O, .. * ® w . ' / NRD WD OO/�� IL I. STONE 51ZF - U5E 2" STONE, OR RECYCLED CONCRETE EQUIVALENT /NON `' + rROP05 D BUILDING \ 2. LENGTH - NOT LESS, THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 50 FOOT MINIMUM LENGTH WOULD F.FL.EL. = 12.g4' S•cf � O APPLY) AREA = 2,880 S,F. O 2 5. THICKNE55 - NOT LE55 THAN 6". 4. WIDTH - 14' MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRE55 OCCURS. FRpPo3B7 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. PAReIt,�AREA ARKIN1 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCE5 SHALL BE PIPED PROP05ED / \ ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL, A MOUNTABLE BERM WITH 5,1 SLOPES WILL BE PERMITTED. DUMPSTER LOC. / O 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWIN6 OF �?a SEE DTL,5HT 2 / � .'�' 'O 1 SEDIMENT ONTO PIIBLIG RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC LP RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. PROPOSED SILT FENCE, INSTALL 'AA O � �,�� ' ' 0 �" " h, lz Nl &. WHEN WASHING 15 REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH STONE AND PRAIN5 INTO AN APPROVED ALONG PROPERTY LINE A5 5EDIMENT TRAPPING DEVICE. (SEE DETAIL, THIS DWG) qr PERIODIC, INSPECTION AND MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. `G�• 0 T5 ABILI= GON!5j&j :TION EN NGI= O Lp NOT TO SCALE �� II / v N .I ENr''NEW O 1 Ex.3D'm P U wa¢ .' . yO �qF T. e �4 }a �} ' \ \ / EP�I � .. �L�/ / HRD WD '' /.Q�4P✓�h71 U ,9 e Q EXP O .,FIRE ',- y w 00q r ��LP 1/ HYDWWT ley � EXP' EXTRA STRENGTH FILTER FABRIC 57EEL OR WOOD 2" X 2" STAKES sourHOLD PARK DISrRIcr I 2sPa�sa REO'D WITHOUT WIRE ME SUPPORT P05T (TYPJ (TWO PER BALE) yp r:` yU, � M Op BUILDING WIRE 10' MAX, 0,0. SPACING �— OR TWINE PROPOSED PROPOSED 51LT FENCE AND \ W/ WIRE SUPPORT FENCE �� I ��STRAW BALES I" WATER 5ERVILE ' ry��,. . •., � � ' ' ' STRAW BALE BARRIER, INSTALL JE BUTLER,FFREY r. P.E. 6' MAX. O.G. SPACING ALONG PROPERTY LINE AS SHOWN O WIRE SUPPORT FENCE (5EE DETAILS,THIS DWG) Q CONTROL PARTIAL FLAN o FLON F"DrANc. ::: EROSION COMPACTED I I MON.0.3% O V FILL N } ' AT7y AGH FILTER 6RA� PROPOSED } O lL [A E { r a I" WATER METER z O R FABRIC 5ECURELY 20 10 0 20 4o bo 80 loo r� Ll Z I Q /��/ `' •' \\///\\,l/\\,/�� TO UPSTREAM SIDE OF POST I I .cjO� PROPOSED POINT OF I" _ �O'-o" Q..I (4 z p� L1 //\�\\��V\` � ♦ / ., / /�,' \ Y oOMJ� �ko2o\�. CONNECTION TO WATER MAIN � UT Il O � O Q IL 56" HIGH POLE (MAX) Q- STEEL OR WOOD P09T Q TRENCH a Q N Q C) Tlay p Q Q (30 FLOW .� PLON BOTTOM OF o HAY BALES HAY BAL�5 ¢ LEACHING Q N DRAINAGE 5WALE �'I CrHO EACH POOL O O O Ul 1 1 1 (TWO EACH HALPJ O O Ll �Vi # J\/ y�,,;.✓ /\//� %/\/ \/�/ FLOW GRADE PROP.ASPHALT DRIVEWA _—� H O ry O COMPACTED COMPACTED lL Z %\\�/\ r":'=' j\\//\i `/ ✓/ /\//�//i/ 3/4" MIN. BAGKFILL� DRAINA (PARKING AREA YIHERE IN AGKFILL ~ N O gC INLET z BALES TO BE SET IN �,� }- �� \ \\ 5TAKE5 (TYP), %% r p� � 4" X 6" TRENCH �// //� SEE SECTION. `H" TRENCH. SEE SEGTIO < C\ W/ COMPACTED \\/ / II PROP.BELGI N Q B G F ✓�// BLOCK RB W TRENGH_p�T, AIL INSTALLATION WITHOUT TRENCHING O) (m') o O Q , 0 11 11 O O I II III 11 ° 1 „ lo NOTES: I' a (I ( I II II n " F /� /' 5ILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE POND INS EFFICIENCY. n '1 n II II II II II n BAL TQ BE SET I I-JtIJ� INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. IN 4 PI EV'ATION " TRENCH REMOVED SEDIMENT 5HALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-SITE TRAN5POR7r MAY - 2 2012 A r�ILT FENCE DETAIL BALE BARRIER 5TRAH BA�L.E BARRIER ® LEACHINO POOL 4 NOT TO 5GALE NOT TO 56ALE NOT TO SCALE of 5 9/4" Tu 4000 PSI CONCRETE N -x -x -x -x -N AT 26 DAYS ON VIRGIN g1Rg DEPRE95ED AT UNDI9TU'RSED'BOIL b' CHAIN LINK DRIVEWAYS 1 I/2' MAY. x FENCE W/GREEN ABOVE PON LINE N PRIVACY SLATS 0 ( FLOW LINE 8' THK TRAFFIC BEARING PROPOSED GONG COVER5 TO GRADE(TYPICAU x N BUILDING MAINTAIN 596 MAX.SLOPE FROM EDGE OF SANITARY A I lo'xlo' CONCRETE I W�TTIJM [-QOnr1+ SYSTEM OUT 20' IN EACH DIRECTION PAD FOR +++++++++ FIN. FL. CLUSTERED 6 POOL o DUMP5TER I EL=12.94 TYPICALD15POSAL SYSTEM b" THK GONG - x x FRONT VIEW G.I.COVER G.I.COVER C.I.GVR EL-11.18' .I. LVR EL-12.23' TRAFFIC BEARING GRADE EL, 1228' °2 Q' - ' FINAL GRADE 6 BLUES TONE I 6 L" LOVER CHAIN LINK PENCE ' TA. : TA,Sa ' 4" PIA PYG PIPE I. ' Q PRIVACY I I P„ RA�9�N0TE a270 „ N � 11.12' 11.12' `g b x N 6RANTE JUMBO BELBIAN IE.=10.48' 4' PIA. P/C, PIPE 4" 0'rsY" /L.F. = DISTRIBUTION LP BLCGK INSTALLED ON END TOOL 2.5" = 02P IE:10.21' � . . . .,.:� EDGE e3 0 12" O.O.E.W. m IE:q.7T 2W®)'e" / L.F. = (I OF 4) BLUE5TONE SURFACE 4' HOUSE TRAP, -7 3.63' = 030' IE.=9.41' ' ® ® ® ® ® ® I� '� 3' MIN.''' .' . e + + 0 SEE HOUSE CONK NOTES To 4 B � 120E GAL v ;. ..' I� ® ® ® p ® ® oU ® ® •.'..: 3 MdN. o Y + + SEPTIC TANK BOT aF PgOL IMBED2" SAND BAND ° MOUNTING \+ +/ 3 4 TESTICLE. GROUNDWATER FND B F1r0.4' 4' IN SEGTI ON BO O = 16.02' BOT OF POOL = 747 a bSGS DATA WELL No. 516780.E FENCE EDGE I,-0„ 2-a5 TOP s HIGHCSi RECORDED GROUNDWATER: tip' 3 G.EAN SAND " 10-0 DIA.'- SEE PLAN BEAM TO EXTEND BOT. CONT. " 0„ 6 38'(N5VD2q) = 5.46'(NAVE) I988) COLLAR 10" MIN. BELOW W/a3 TIES • FIN. GRADE 24"* O.G. lob' A "• a DATUM NAVE) 11bb USED FOR THE FURP09Era CIF TH15 DIAGRAM SECTION A P� Vl IEw 2" - DUMP5TER5 ENGL05URE JUMEp30 BEL6IAN BLOCK PROPOSED SEPTIC RISER DIAGRAM SCALE. N.T.5. NOT TO SCALE GUI�L2 DETAIL PER 5.6,D.H.5,STANDARDS FOR APPROVAL OF PLANS AND CON5TRUGTION FOR NOT TO 5GALE SEWAGE SYSTEMS FOR OTHER THAN SINGLE-FAMILY RE5I12ENGE5 DATED: JULY 15, 200g SEPARATION DISTANGE REQ'MT5 FOR 5A.NITARY LEACHING STRUCTURES: SEPARATION D15TANGE REQ'MT5 FOR SANITARY 5EPT11C TANKS www.dlgnarmycll.com MINIMUM HORIZONTAL SEPARATION DISTANCES: MIN. HORIZONTAL SEPARATION DISTANCES, rb Not OF N�WY L� www,callel7.comor B, BUILDING ON SLAB = 1010'-O" A. 6011-O N6 W/ CELLAR = 10'-O" 'qr•, &��NG�:��InA. BUILDING W/CELLAR = Il l//AI (toratheretalee) _ '-O" B. BUILDING ON SLAB = 5'-0" ' G. WATER LINES = 10'-0" C.WATER LINES = 10'-0" _ 800-212-4480 811 3AGKFLOW PREVPNTER IN5TALLATION NOTE �pE (SeE GgMPANY MODEL NO. �1ZE S�`E G. PRIVATE WELL WATERP. SURFACE SOTLANDE) = 100'-0" ;, G. 5URPACE PRIVATE WATER T R (WE 0AN05) 115'-Op' 5TART-UP AT INITIAL INSTALLATION AND AFTER 5ERVI6ING. RPZ WILKIN5 9"15XL 1.04 DOME5TIIG HATER F, PUBLIC WELL = 200'-V F, PUBLIC WELL = 20O'-O" U m By law,excavators and contractors working In the For safety reasons,homeowners,are strongly a THE DOWN STREAM SHUT-OFF SHOULD BE EVENED. SLOWLY OPEN UPSTREAM H. REi, WALL (WTRPROFF) = 10'-0' H. RET. WALL (WTRPROOF) = 10 0 five boroughs of New York City and Nassau and encouraged to call as well when planning any SHUT-OFF AND ALLOW THE BA6KFLOW PREVENTER TO FILL SLOWLY. BLEED AIR AT J.U/G FUEL TANKS = 20'-0" J. U16 FUEL TANKS = 20'-0" Suffolk Counties on Lang Island must contact type of digging on their property.Homeowners rT{ N EACH TEST GOOK. WHEN AND FILL L T PREVENTOU 15 FILLED, SLOWLY OPEN THE K,U/G UTILITIES = 5'-0" K. U/G UTILITIE5 = 5'-0" DII 1.800.2724480 or 811.at least 48 hour can contact us directly at 1.000-272-400 or by h+'•4 DOWNSTREAM SHUT-OFF AND FILL THE WATER SUPPLY SYSTEM. THIS IS NECESSARY L. STORM DRAIN5 = 20'-0' L. STORM DRAINS = 20'-0" but no mom then 10 working days(excluding calling at 1,the national cell before you dig I' TO AVOID D15LODGING '0' RIN65 OR CAUSING DAMAGE TO INTERNAL COMPONENTS. M. CATCH BASINS, NON-LEACHING = 5'-0" M CATCH BA51N5 = 5'-0' weekends and lapel holidays)prior to beginning number.For excavation work completed on N. SAN. L.P. = &-0" (NON-LEAGHIN6) any mechanized digging or excavation work to personal property, it Is the contractofa O P. PROP. LINES = 10'-0" N. SAN. L.P. = &'-0" ensure underground lines are marked. responsibility-NOT the homeownefs-ro contact _ TO FACILITY Q. T.O. SLOPE = 25'-0" P. PROP. LINES = 5'-0" Excavator and contractors can also submit DigNaL Haring utility lines marked prior to W m R. BLUFF = 65'-0" Q. T.O. SLOPE = 25'-0" locate requests online,through]TIC.If you do not digging is free of charge. 5, SEPTIC TANK = 8'-0" R. BLUFF = 65'-0" currently use)TIC,please cell 1.801Y524-7603 NOTE. LEACHING POOL5 THAT ARE PART OF THE PROPOSED 'TYPICAL CLUSTERED for more Intonation. x z u-• d) " DISPOSAL SYSTEM' ARE EXEMPT REGARDING- C ACHINC, POOL TO LEACHING POOL z' REQUIRED SEPARATION DISTANCES. SEE 'TYPI(,4L. CLUSTERED 015POSAL SYSTEM' ry,t T DETAIL BELOW FOR ADDITIONAL REQUIREMENT5. h+4 2 BUILDING M1ALL HEAVY DUTY AND LOCKING DRAINS TO BE (fly OAST IRON FRAME AND COVER TO SRADE LAST IRON LOVERS i0 Q dJ SCREENED ' 2" DRAIN CAMPB91 1162 O OR APPROVED ESUAL GRADE �..j• Q DRAIN PAN FINAL GRADE FINI5FED GRADE `d TO BE 12"xl2" _ I" RPZ - PLAN VIEW 5 GRADE fl Z 24" 4EEARIW MIN TRAFFIC �� DISTRIBUTION LP (I OF 2) F(I P TRAFFIC COW, 20'MIN ry ry 20: MIN I / TOP t (DOMESTIC WATER ONLY) �� NOT TO SCALE III QPZ DEV I GE SUPPORTED PER RPZ V MIN. I® ® ® ® ® ® ® 3' MIN. BEARING COVER' ' INSTALILATION I® ® ® ® ® ® ® INET(OOME5TIG WATER ONLY) REGUIREMENT5 ® ^' NOT TO SCALE I ® ® ® � n ® ® ® 5MIN DR 55PJC ;o WRET ENG NE, PIPE OR I be FLOW LIE€ MIN " PV. 21 MINI ROVE CY411VALENTPIPE OR 10'-0" CIA, SEE PLAN NON-RATEABLE PITCHED MIK kkz-- EGVtVALENTk REC,ORPRPZ INSTALLATION REQUIREMENTS: GROUND D V 501E YIN/I FT PITH I PT 9 GROUND WTR I p Q ye gl/IFT HALL INSTALLATIONS MUST MEET ALL SUFFOLK COUNTY AND NEW YORK STATE REQUIREMENTS. COLLAR MATERIAL I, CLEARANCES III. DRAINAGE 6" MIN, IOW A, ALL A55EMBLIE5 5HALL BE INSTALLED WITH A GENTERLINE HEIGHT FROM 30 INCHES DRAINAGE FOR BAGKFLOW PREVENTION A55EMBLIE5 SHALL BE PROVIDED FOR ALL - RATA(FENPBLE 501E I Y Fy °• • �� TO 60 INCHES ABOVE THE FLOOR, ANY INSTALLATION AT A GREATER HEIGHT SHALL RPZ INSTALLATION5. DRAINAGE SHALL ACCOMMODATE DISCHARGE DURING TESTING, RATABLE SOIL 4 .I SFO R 73d9 C�4' BE PROVIDED WITH A FIXED PLATFORM, A PORTABLE 5GAFFOLD OR A LIFT MEETING DRAINING OF THE UNIT AND FOR RPZ RELIEF VALVE DISCHARGES. _ •" I p OSHA STANDARDS. A. DRAINAGE CAPACITY 15 51ZEP To ACCOMMODATE BOTH INTERMITTENT DISGHAR6E5 UNDERLYING SAND AND GRAVEL- STRATA B. ALL RPZ OEVIGE5 ML15T HAVE AN 18 INGH MINIMUM CLEARANCE BETWEEN THE BOTTOM AND A CATASTROPHIC FAILURE OF THE RELIEF VALVE. COTS, JEFFREY T, BUTLER, P.E. OF THE RELIEF VALVE AND THE FLOOR, B. DISCHARGE FROM RELIEF VALVES SHALL BE READILY DETECTABLE TO I.COLLAR DEPTH 15 NOT REQUIRED WHEN RATABLE MATERIAL EXISTS FOR FULL DEPTH. O, A MINIMUM OF Q INGHE5 OF CLEAR SPACE SHALL BE MAINTAINED ABOVE THE MAINTENANGE PERSONNEL EITHER V15UALLY OR BY MEANS OF WATER LBVEL 2,COLLAR MATERIAL SHALL BE CLEAN 6fL M OR BANK RN. p ASSEMBLY. ALARMS, FLOW INDICATOR LIGHTS, ETC, NOTE5 D. A MINIMUM OF 30 INGHE5 OF CLEAR SPACE SHALL BE MAINTAINED BETWEEN THE C. ALL DRAINAGE FROM RPZ'S SHALL BE VIA 6RAVITY�FEED TO DRAIN. (LEAGHIN6 PQOI. 5Y5TEM - QTY 6) I. CONCRETE TO TEST 400E P.5,1 a 28 DAYS FRONT 51PE OF THE DEVICE AND THE NEAREST WALL OR OBSTRUCTION. D, AN AIR GAP MUST BE MAINTAINED BETWEEN THE RPZ RELIEF VALVE OPENING AND 2. REINFORCEMENT MEETS A,S,T.M. A A-I65 SPECS E. AT LEAST 8 INGHE5 CLEARANCE SHOULD BE MAINTAINED FROM THE BACK NUDE OF ANY DISCHARGE PIPING, THE AIR GAP MUST BE AT LEAST TWICE THE DIMENSION OF 3, ALL SANITARY PIPING TO BE 4"W 5PR 5DR 35 PVC, � THE DEVICE TO THE NEAREST WALL OR OBSTRUCTION, THI5 CLEARANCE MAY NEED THE EFFECTIVE OPENING OF THE RELIEF VALVE;BUT IN NO CASE LE55 THAN I INCH. TYPICAL CLUSTERED DISPOSAL SYSTEM (LP) 4,ALL PIPING INSTALLED UNDER BLD6 SHALL BE OAST IROK AND SHALL REMAIN U TO BE INCREASED FOR MODELS THAT HAVE SIDE MOUNTED TEST 606K5 OR RELIEF E. MANUFAGTURER'S AIR GAP FITTINGS MAY BE UTILIZED PROVIDED THAT THEY 50AL6 N.T.5, OAST IRON LEAVING THE BUILDING TO A DISTANCE OF 5' AWAY FROM BLD6 In VALVES THAT WOULD BE FACING THE BACK WALL. MAINTAIN A PROPER AIR GAP AND DO NOT ENCLOSE OR GOVER THE RELIEF F. TEST COCKS MUST BE POSITIONED TO FACILITATE TESTING (30' MIN GLEARANCE), VALVE. THESE FITTINGS ARE ONLY SIZED TO HANDLE INTERMITTENT AND FLOW PERIMETER LOW 11, MISGELLANEOU5 CONSIDERATIONS DISCHARGES, ADDITIONAL DRAINAGE CAPACITY MAY BE REQUIRED TO DETAILS OF CONSTRUCTION: 5. GALLS AND DESIGN PERFORMED IN AGGORDANGE WITH 5GDH5 SPECS. Q 9 O A. ALL ASSEMBLIES SHALL BE ADEQUATELY SUPPORTED AND/OR RESTRAINED TO AGGOMMODATE A GATASTROPHI6 RELIEF VALVE FAILURE. I. REINFORCED PRECAST CONCRETE SEPTIC TANK(1,200 GALLON MINIMUM). / _ -D_ O Q O Z O PREVENT LATERAL MOVEMENT, PIPE HANGERS, BRACES, SADDLES, STANCHIONS, F. NOT USED 2.USE 51%(6) 10'R 3.0 FT.Iii6H(2'E.D) PRECAST CONCRETE LEAGHIN6 RINGS 1� PIERS,ETC., SHOULD BE USED TO SUPPORT THE DEVICE AND SHOULD BE PLACED IN A G. NOT USED B.USE 4'0,APPROVED BENI PIPE THROUGHOUT. / I :Z: m H" CZ MANNER THAT WILL NOT OB5TRUGT THE FUNCTION OF OR AGGE55 TO THE RELIEF H. NOT USED 4.THE WA5TE LINES FROM THE SEPTIC,TANK 5HOULD ENTER THE MIDDLE RINGS AS HIGH AS P0551BLE, I \ O Q Q- VALVE. J. ALL EXTERIOR DRAINS SHALL BE KEPT FREE OF 5NOW DURING WIMTER ALSO DRAINS 5,USE A GROS`.,OVER PIPE BETWEEN THE MIDDLE RIN55 AND THE FOUR OUTSIDE RIN69,EIGHT(b) INGHE5 ABOVE THE BOTTOM, / B, STRAINERS ARE RECOMMENDED PRIOR TO EACH 13ACKPLOA PREVENTION ASSEMBLY CAN NOT BE SUBJECT TO FLOODING AND MUST BE SCREENED. 6.BAGKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEF, ON NON-FIRE FIGHTING WATER LINES. NO STRAINER 15 TO BE USED IN A FIRE LINE K, ALL VALVES SHALL OPEN GOUNTERGLOGKWI5E (RIGHT HANDED VALVES). T.SOLIDLABS HEAVY BE as'MAXIMUMNS,CA GRADE CITE A 2'MAXIMUM ON ALL LU N OI Q Q WITHOUT THE APPROVAL OF THE INSURANCE UNDERWRITERS OR THE AUTHORITY IV. NOT USED e.SOLID HEAVY DUTY AND LO A MI LAST IRON LOVERS TO HIGHrRA E ON ALL POOLS, W ff 9.BOTTOM OF POOL SEAL L BE A MINIMUM OF 2,FEET ABOVE HIGH RECORDED 6ROLNDWATER. � N HAVING JURI5D16TION. V. INSTALLATION WITHIN A BUILDING 10.SHON AREA FOR 507,FXPAN51ON OF LEALHINBFa0L5, INSTALL AT INITIAL CONSTRUCTION, / \ , Z G. ALL ASSEMBLIES MUST BE PROTECTED FROM FREEZING TEMPERATURES AND IF THE INSTALLATION SHALL 13E PERFORMED BY A LICENSED PLUMBING CONTRACTOR. It,MAXIMIZE THE D15TANC,E BETWEEN THE FOUR(Dui ER)SATELLITE POOLS, I F+1 INSTALLED WHERE TEMPERATURES WILL REACH 100°F OR ABOVE,A HOT WATER TYPE CONTRACTOR 15 RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDIEROROUND 12.TOP SLAB SHALL BE 8"MINIMUM(THICKNESS AND TRAFOIC,BEARING. !L Q N ASSEMBLY MUST BE USED. UTILITIES AND STRUCTURES PRIOR TO DIGGING. B.NOT USED l�'LI7�I D. ALL A55EM5LIE5 SHOULD BE 5PE61FIED AND INSTALLED WITH THE MANUFACTURER A. ABOVE GRADE INSTALLATIONS: D15GHARGE CAN BE DIRECTED TO FLOOR OR DRAINS 14.THI5 P15POSAL SYSTEM I5 FOR AREAS WITH H16H GROUNDWATER CANDITION5. I I I K (�, O pj SUPPLIED RESILIENT SEATED SHUT-OFF VALVES INTEGRAL TO THE ASSEMBLY. OR THROUGH A 510EHALL ABOVE GRADE VIA SGREENED LIXNERS,SCUPPERS, PIPE r, UL E. WATER LINES SHOULD BE THOROUGHLY FLUSHED BEFORE INSTALLING THE ASSEMBLY, 5LEEVES WITH FLAP VALVES, ETC., IN ACCORDANCE WITH THE DRAINAGE -{ qj'G I I _ J-• 3 # LL ( O INSTALLATIONS ARE THE RESULT OF DE8RI5 FOULING REQUIREMENTS. I ONE OF THE CHECK VALVES N THE RELIEF VALVE. B. BELOW GRADE OR BASEMENT INSTALLATIONS: NET USED. HOUSE CONNECTION NOTES: 2 Q N MOST TEST FAILURES ON NEW I o F. ALL A55EMBLIE5 MUST BE INSTALLED HORIZONTALLY UNLESS THEY ARE SPECIFICALLY VI, CERTIFIED TESTING AND COMPLETED WORK5 APPROVAL j O .. APPROVED FOR VERTICAL INSTALLATION. (REF. TECHNICAL REFERENCE PW5-14). A. AFTER THE A55EMBLY HAS BEEN INSTALLED, IT SHALL BE TESTED 13Y A CERTIFIED (PER E S FOR. STANDARDS FOR APPROVAL EF PLANS AND GONSTRLL'TION FOR SEWAGE DISPOSAL r G. A55EMBLIE5 SHALL NOT BE INSTALLED IN AREAS CONTAINING CORROSIVE, TOXIC OR TESTER, THE DE-516NER(OR WATER SUPPLIER) IS THEN RESPONSIBLE TO GERTIFY SYSTEMS HOUSE OTHER THAN SINGLE )FAMILY RESIDENCES) \ POISONOUS FUMES OR GASES WHICH GOULD RENDER THE ASSEMBLY INOPERABLE OR THAT THE INSTALLATION WA5 DONE IN ACCORDANCE WITH APPROVED PLANS; OR a) A HOUSE GONNEGTION IS DEFINED AS THE PORTION OF THE GRAVITY SEWER LINE WHICH EXTENDS I}� U) POSE A SAFETY HAZARD TO PERSONNEL. DESCRIBE ANY CHANGES OR SUBMIT "AS BUILT" PLANS AS APPROPRIATE, FROM THE FACE OF THE BUILDING TO.THE 5EWAGE P15PCGAL SYSTEM, I / Z ~ K INSTALL A SOFT SEATED GHEGK VALVE IMMEDIATELY AHEAD OF THE RPZ TO HOLD 1. INSTALLER SHALL NOTIFY GOVERNING AGENCY UPON GOMPLEVION OF WORK. b) THERE SHALL BE A MINIMUM TWO FOOT LENGTH OF GA5T-IRON SEWER LINE EXTENDING THROUGH V C) THE PRESSURE CONSTANT TO THE ASSEMBLY IN TIMES OF FLUGTUATING SUPPLY 2. TEST RESULTS 5HALL BE SUBMITTED TO GOVERNING AGENCY_ ON PRESCRIBED THE FOUNDATION, I I / TION5 5HALL HOVE A MINIMUM DIA, OF 4 INOHE5,UNLE55 OTHERWISE NOTED, PRESSURE. FORMS. Q) HOUSE CONNE( p I. IF THE DISTANCE BETWEEN THE WATER METER AND THE DEVICE 15 GREATER THAN 10 B. THE INITIAL TEST RE5ULT5 AND CERTIFICATION ARE THEN SUBMITTED TO THE WATER d) NOT USED _ FEET, ALL EXPO5ED PIPING SHALL BE 5TENGILED "FEED LINE TO BAGKFLOW SUPPLIER AND APPROVING AGENT FOR 155UANGE OF A COMPLETED WORKS e) HOUSE GONNEGTION5 SHALL HAVE A MINIMUM PITCH ON ONE-QUARTER INCH PER FOOT, tl -PRFVENTER - DO NOT TAP" AT 5 FOOT INTERVALS, APPROVAL, DOH - FORM 1013 HAS BEEN DE5I6NED FOR BOTH THE CERTIFIED TEST F) SLIP RING GONNE6TORS,OF THE-PROPER TYPE SHALL BE U5EO AT THE CAST IRON JOINT. IF � �L--F - J. A SEPARATE SHUT OFF VALVE MUST BE INSTALLED RESULTS AND THE DESIGNER'S CERTIFI6ATION OF THE INSTALLATION. REMIREO, A FLEXIBLE PVC, COUPLING WITH'5TAINLE55 STEEL BAND5 MAY BE USED TO CONNECT 610 OUTLET K. PIPING MUST BE UNBRANGHED AND UNG35TRZTEP FROM RPZ DEVIGE TO MAIN, G. AFTER ISSUANCE OF THE COMPLETED WORKS APPROVAL, THE ASSEMBLY MUST BE CAST IRON PIPE TO PVG HOUSE CONNECTIONS.•THE FLEXIBLE COUPLING AND BANDS SHALL PIPE FROM A MAY -- 2 Z�� /�V TESTED AT LEAST ANNUALLY BY A CERTIFIED TESTER WITH THE RESULTS REPORTED CONFORM TO A5TM CIIl3. ` TO THE WATER 5)PPLIER. ALL HOUSE GONNEGTIONS SMALL BE PROVIDED W/A GLEAN-OUT AT THE FACE OF THE BLD6. TRAP J QUESTIONS OR COMMENTS: BPhSP®HEALTHSTATE.NY,US<MAILTO:BPWSP®HFJ+LTH.STATENY.US> HOUSE CONNECTIONS SHALL BE STRAIGHT. THERE SHALL BE NO BEND5 IN SEWER LINES TO THE SEPTIC. TANK OR GREASE TRAP. IF,BEND5 ARE UNAVOIDABLE,THEN THE FOLLOWING ADDITIONAL SEPTIC TANK - 1200 GAL. (ST) - REVISED: AUGUST 200E CRITERIA 5HALL APPLY. SCALE, NOT TO SCALE of 5 OFFICE' MORTON BUILDINGS GENERAL SPECIFICATIONS DESIGN AND EXPLANATORY NOTES CUTCHOGUE.NY JOB NO. LAMINATED COLUMNS-NO.I OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER ERR I_)ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128011 Z63 COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED FOR INSTALLATION BELOW GRADE TO A INCORPORATED AS PART OF THESE DRAWINGS. RETENTION OF 0 8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III.OXIDE IN CONFORMANCE WITH USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE q LLI D 'G 2-I MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 'a FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8'BELOW GRADE 3.)MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION,MAINTENANCE, n •� REPAIR,AND OTHER TEMPORARY LOADS PER SECTION 1607.11.2 (SEE PLANS FOR DIAMETER AND DEPTH).COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN a)ROOF BEELINE AND OTHER SECONDARY STRUCTURAL MEMBERS=20 PSF `Pg( THE HOLE.CONCRETE(MINIMUM COMPRESSIVE STRENGTH 2500 PSI)IS POURED IN PLACE TO THE b.)ROOF TRUSSES,HEADERS.COLUMNS AND OTHER PRIMARY SPECIFIED THICKNESS(SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE STRUCTURAL MEMBER=17 PSF F COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT 8"INTERVALS OR BACKFILLED WITH c.)FOOTINGS=16 PSF(DESIGNED FOR ROOF SNOW LOAD AND OTHER O o CONCRETE(SEE PLANS). NON-TEMPORARY LOADS W/APPROVAL FROM BUILDING OFFICIAL. Qe w BUILDING DESIGN CRITERIA CIDo TREATED LUMBER--PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE 4.)IT 15 A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON UNLESS ACTING i BUILDING CODE NYBC 2010 UNDER THE DIRECTION OF THE LICENSED/REGISTERED ARCHITECT OR LICENSED/ NO.I OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR USE GROUP S-1 REGISTERED ENGINEER TO ALTER ANY ARCHITECTURAL OR ENGINEERING ITEM. S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT CONSTRUCTION TYPE VB L COMPLYING WITH USE CATEGORY UC4A(AWPA OR ICC-ES)AND IN COMPLIANCE WITH USEPA FLOOR AREA 2880 SO FT 5.) THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE u GUIDELINES AND STANDARDS. MEAN ROOF HEIGHT 21.5 FT NOT PROVIDED BY MORTON BUILDINGS,INC.OR MORTON BUILDINGS' J 1 1 1 BUILDING CATEGORY II SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. J 11 1 FRAMING LUMBER-SIDING NAILERS ARE 2x4 S43 OR 2x6 SEE NO,2 OR BETTER SPACED APPROXIMATELY MINIMUM LIVE ROOF LOAD DESIGN SEE NOTE#3 Do Z 36'O.C.WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. ROOF SNOW LOAD' _ 16 PSF Lij 2 BETTER ON EDGE SPACED APPROXIMATELY 24"O C ALL OTHER FRAMING LUMBER IS NO.2 OR - � BETTER. GROUND SNOW LOAD 20 PSF ER. MAXIMUM DESIGN ELEVATION 1000 R _ 11J WIND SPEED(Vas) 720 MPH I d WIND IMPORTANCE FACTOR 1 0 O i ROOF TRUSSES-FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS EXPOSURE CATEGORY e 30'+TOE In REQUIRED AND KILN DRIED LUMBER AS SPECIFIED,IN-PLANT QUALITY CONTROL INSPECTION IS '- a0 INTERNAL PRESSURE COEFFICIENT 30.18 O CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN BUILDING DESIGN CONDITION _ ENCLOSED _ F" ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. WIND LOAD DESIGN ASCE Z METHOD 2 N O ZONE HE 21.0B PER 48'x 16'x60' Lu SIDING PANELS(KYNAR 500/HYLAR 50001-0.019"MIN..G90 GALVANIZED OR AZ55 GALVALUME,WITH ZONE 2E -27.44 PSF PROPOSED AN ADDITIONAL BAKED ONKYNAR 500/HYLAR 5000 FINISH WITH A NOMINAL 1 MIL.PAINT THICKNESS OZONE3qE -I8.73 PSF 45'1 TO 4 MORTON 40'1 TO ITON EXTERIOR. -17 52 PSF BUILDINGMAIN WINDFORCE RESISTING SYSTEM I].34 PSFROOFING PANELS(FLUOROFLEX 2WOT-1-0.019"MIN.AZ55GALVALUME WITH ANADDITIONAL (ALL FORCES ACT NORMAL TO THE SURFACE) -13.39 PSF // �� 0 BAKED-ON THICKNESS POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT WITH A TOTAL (FOR ZONES SEE MWFRS ON DIVA11ON3 PAGE) 15.29 PSF _ Q \JIMAKMUM VALUE SNOWrv) _ JMINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR. -19.10 PSF I � Q�14.24 PSFm TRIM DIE FORMED TRIM OF 0.019"MIN.,G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, -13.02 PSF 50'+TOE 12.73 PSF 0 RIDGES,CORNERS,BASE WINDOWS,AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. -10.32 PSF - tJ GUTTERS-S'K-STYLE,JEW HIGH TENSILE ALUMINUM GUTTER,KYNAR 500/HYLAR 5000 FINISH TO MATCH ZONE) 1493,-41.Z1 PSF BUILDING LOCATION PLAN t/7 i COMPONENT&CLADDING WIND LOO 6 ZONE2 14.93,-4LD PSF Z.5' 30' 11 1 T TRIM,ON BOTH SDE$OFiHE BUILDING. (ALL FORCES ACT NORMAL TO WE SURFACE) ZpNE3 1493.-6103 PSF SCALE' iii-16� IS. 2x4FK I0/09 (FOR ZONES SEE ELEVATIONSI 3,75' I5 60' A' ZONE 4 25.90.-28.10 PSF ZONE 5 1 25.90,-34.69 PSF g I11 *ROOF SNOW LOAD CALCULATIONS -� J PS = 0.7 x Ce x I x Pg x Ct x CS i Q CC, = SNOW EXPOSURE FACTOR=1.0 I = IMPORTANCE FACTOR=1.0 Pg = GROUND-"OW LOAD 20 ESE MAY - 2 2012 Ct = THERMAL FACTOR=1.2 Cs = ROOF SLOPE FACTOR=0.94 IBYBEE Ps = OJ x 1.0 x LO x 20 x 1.2 x 0.94=15.8 PSF _ DRAWN BY: I DATE 10/260/26/2011 CHECKED By..LAMERF DAZE 11/02/11 EARTHQUAKE DESIGN DATA TABLE REWSEDDAFE -- 0.2 SEC SPECTRAL RESPONSE 0 ACCELERATION(Ss) .20g REVISED DATE - REVISED OAZE --- 1.0 SEC SPECTRAL RESPONSE ACCELERATION IS,) 0.056g REVISED DAZE. --- SHEET INDEX TYPICAL LUMBER SPECIFICATIONS NDs _ :EISMIC DESIGN CATEGORY B SHEET# DESCRIPTION SIZE DESCRIPTION BENDING VALUE Fb BUILDING CATEGORY(TABLE 16045) TI Gl OF GI SPECIFICATIONS&SHEET INDEX 2x4 NO.I 82SPF 1313 PSI SITE CLASS D 510FS9 COLUMN PLAN 2x4 21 MIT FAIR SPF 2100 PSI #623 LIGHT FRAMED WALLS I HEREBY CERTIFY THATTHESTRUCTUR R TRUSS PLAN,TRUSS TIE DETAILS 8 END RAFTER CONNECTION 2x6 NO.I 82SPF 1138 PSI THIS BUILDING WAS PREPARED BY N BASIC STRUCTURAL SYSTEM AND SHEATHED WITH WOOD STRUCTURAL 520E 59 DIRECT SUPERVISION AND THAT] Ol-D K.�-, DETAILS 2x6 NO 1650 PSI ,SEISMIC-RESISTING SYSTEM PANELS RATED FOR SHEAR S3 OF S9 TRUSS DRAWING,PURLIN LAYOUT&PURLIN DETAILS 2x8 NO.I SYP IS00 PSI - _ RESISTANCE OR STEEL SHEETS LICENSED/REGISTERED PROFESS)J�A LHE p- ♦2x10 NO.I SYP 1?00 PSI @E5PONSE MODIFICATION FACTOR(RI Z 0 2,SS OF S9 ELEVATIONS i SOEWAIL SECTION,COLUMN SPLICE DETAIL&STILT 2x12 NO.1 SYP 1250 PSI I ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE „q- SSpF$9 ISOMETRIC ALL 1950t MSR SYP 1950 P51 SEISMIC DESIGN BASE SHEAR _ 10101BS I Sil ENDWALL SECTION,OHD HEADER SECTION&SHEARWALL 11/2'xl6" LAMINATED VENEER LUMBER 28M PSI R S6 OF 59 DETAILS DATE11 L AS RE,P.E. 3,ExI 11/ GLU-LAM 1650 PSI DATE (,OS"1T REG.# SZ OF 59 EYEBROW SECTION&EYEBROW DETAILS 51/4x161/2" GLU-LAM 2400 PSI CUPOLA DETAILS&W S9 OF 59 FASTENING SCHEDU FIND PROTECTION DETAILS NOTEx HIGHER GRADf MATERIAL REQUIRED AS NOTED ON PLANS. SCALE'AS NOTED SHEET NO. GiGF G1 OFFICE: CUTCHOGUE,NY JOB NO. 128011]63 c Z O o O w w U O E i o z a z O ' ^ O i `! O P O b < o o o P Jfie 0 LQU� 6'-6" 11 7'-6' 7'-6' c' 6'-6" 12'-0' u' I'-0"VENTED SIDEWALL OVERHANGS J �� Lo O_ 3 3'-10I/T' n 3'-101/T' N,J < O C A C I'-0"NON-VENTEDENDWALL OVERHANGS o m S6 SS S6 W 47' 9" w 47-9" - - - + - - - - - - - Lu • 47'-9" > 18"R • • • O z ❑ 24"R �i 24"R 24"R 24"R 24"R 24'R Oi 24"R 18"R N p H 39'T01/2' - - i 18'R 18"R 39'-101/2" N ON w CC O _ m § < U m Lu O 31'-10 1/2 116R 31'-101/T ? Z O 4 ryl I? J OF mckf2 24'-101/2' Q x 23-101/2" - 18'R IB"R +— - 231-101/2" Z U O m S6 q m O it D _ w 15'-101/2" - - 18'R S7 18"R 15'-101/2" N Q 6 b < ❑ O W u g 7' 18"R -10-101/7 _ I&R � _ J 7' 1/7 N N Z o o 0'-8 1/2' 18"R 0 24"R 24R 2\ 24"R 24"R 24"R 24"R 24"R 18"R n + DRAWN BY: DATE: 10/26 10/26/2011 COLUMN PLAN LEGEND ° CHECKED BY:IAMERE 7-4 1/T' 7'-C 7-6" 7'-6" 7'-6" T-6" 7'-6" 7-4 1/2" DATE 11/02/11 - 3-2x6 LAMINATED COLUMN LOCATION W/4'-0"EMBEDMENT • - 42x6 LAMINATED COLUMN LOCATION Wl4'V'EMBEDMENT REVISED DATE' --- B - 3-2x8 LAMINATED COLUMN LOCATION W/4'-C'EMBEDMENT 9 N C N N ` P REVSED DA7E.' --- • - HEADERED TRUSS LOCATION o y o q o a REVISED DA FE.. ---- 0 - 3o6B9-LITE TEMPERWALKDEDGLAST IN LEAF WITLEH EMBOSSED HINGE WITHCROSSBUCK n n m hLo EVISED DATE --- CLOSE ,L LEVER LOOOR.OlII SWING,LEFT HINGE WITH CLOSER,LEVER LOCKSET M - (2)30689-LITE TEMPERED GLASS IN LEAF WITH EMBOSSED COLUMN PLAN CROSSBUCK FIBERSTEEL WALKDOORS.OUT SWING,RIGHT p, HINGE WITH CLOSER,LEVER LOCKSET iL - (4)4429 9-LITE HAYFIELD SLIDING WINDOWS O - (2(12'-T'xi4'-1"OVERHEAD DOORS ROUGH OPENING SCHEDULE Gq °s is - (1)3'-6"X 3'-6"CUPOLA WITH"M"30"WEATHERVANE NON-FUNCTIONAL T ` ALL STEEL FASTENED WRH STAINLESS STEEL SCREWS UNITSYMBOL WIDTH HEIGHT lY - 216 LF PERIMETER SEAL PACKAGE FROM LEGEND Q- (2)7/16"OSB SHEARWALL LOCATIONS(SEE DETAILS SHEET S6 OF S9( Q 381/4" 81" 18"R- 18"DIAMETER FOOTING WITH S"THICK MINIMUM READI-MIX CONCRETE 521/4" 335/8" BELOW BOROM OF LOWER COLUMN WITH ADDITIONAL READ[-MIX TO T TOP OF 218M STILT(9"i(. PLACE CONCRETE BELOW AND ABOVE PAY - 0 2�17 BOTTOM OF LOWER COLUMN IN ONE OPERATION. 24"R- 24"DIAMETER FOOTING WITH 10'THICK MINIMUM READY-MIX 2' e' CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL SCALE:� SCALE AS NOTED READY-MIX TO TOP OF 224M STILT(9"3(. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 11 4 16 �O N S S9 HCE OF CUTCHOGUE NY 9 JOB NO. 2801 V63 0.19Ex 6.0EK FLATHEAD LAGG SCREW ADDITIONAL 2x6 NAILER (2)20d R.S.NAILS IN OVERHANG FRAME 2x4 BEV.PURLIN vY9 20d R.S.NAIL THROUGH TOE NAIL OVERHANG RAFTER � ry STRAP INTO TIE TO OVERHANG NAILER WITH (1) 16tl R.S.NAIL EACH SIDE ( Q= (3 11/2"RS,NAILS THROUGH STRAP \ 2'LONG END BRACE STRAP (4)2 1/A"R.W.NAILS m . O E 0 Z OVERHANG FRAME 48'-2x10(NO.15YP) Q� Z 2x6 OVERHANG NAILER END RAFTER ASSEMBLY F> 0 (])20tl R.S.NAILS � F> Z 2u4 TRUSS TIE _ U 3-2x6 CORNERCOLUMN J 1 1 1 2x4 TRUSS TIE TO ENDWALL DETAIL w Z DETAIL A � SCALE:) 1/2'=1,7 LL CL O 'Z -_. Q _.... _..-.. -_.. _.. CL 6 H � p O Q' 46-2x10(NO.I SYR) to Q p - - --- - -- - END RAFTER ASSEMBLY Lu a o Z = 0 o Q V � -1 R.S.NAILS PER C Q � PER CONNECTION --. Z 8 s p Q 2x6 END COLUMN EXTENSION OR NAILED UPRIGHT ASSEMBLY NAILED TO END RAFTER ASSEMBLY SHOWN AND TO Vj Z s0 0 EACH INTERSECTING WEB.FASTEN �j x O ---- HEADER AND FRAMING MEMBER WITH N Q s Qi Q l6dEXTENSION R.S.NAILS INTO EACH END COLUMN a O O EXTENSION MEMBER OR UPRIGHT. Q vi w S DETAIL B J O --�_. Q' S2 SCALE) I/Z'=1'-0" a Q O O DRAWN BY. IBYBEE DATE 10/26/2011 I I p CHECKED BY:LAMERE 7'-41/2' 7-6 7-6' 7'-6" 7'-6" 7-6" 7'-6' 7'-41/2" MAC `ZO}2, DATE. 11/02/11 11, REVISED DAB -- P 1O),/ REVSED DATE ---- o REVISED DATEIN ON - ^ Ln iil EVISED DAB — 60d R.S.NAIL NEW TRUSS/BRACING PLAN v055 OF iR — 20 GA.GALVANIZED t O• �TT 9 OD 6 0RU PURLIN CONNECTOR .�� 2• TRUSS/BRACING PLAN LEGEND 48'3090 S.C.TRUSSES®T-6"O.C. 48'END RAFTER ASSEMBLY I I _ O q - 2,4 TRUSS TIES®4'-9 O.C. (1)k9X I"TRU-GRIP SCREWS ON PEAK SIDE AND -2x6 DIAGONAL END BRACES @ 8'-9 O.C. (2)ON EAVE SIDE IN HOLES SHOWN. (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) 2. e, (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) Q5 EYEBROW FRAME V-HIPPED EYEBROW FRAME SCALE: SCALE:AS NOTED 1 4' 16 2x4 TRUSS TIE DETAIL SHEET No S2 of 59 OFFICE: CUTCHOGUE.NY CENTER 2x4(NO.I SYP(WEB lOB NO. STIFFENER ON TRUSS WEB& 12801 IZ63 NAIL W/3-1/2'HDG R.S.GUN NAILS OR 16d R.S.NAILS WITHIN '"'LLLLVVVV 4"OF ENDS&6'O.C.,STAGGERED SECTION A-A U -�_ TRUSS SPACING Z'-6" O.C. SCALE:1 I/2"=I'0" d1 3.953 LIVE LOAD V PSF DEAD LOAD 4 PSF 0-- n CEILING LOAD PSF P. TOTAL LOAD 21 PSF w 9-3-0 O Z A A z A A 4.042 I Tl 0 Z U J 1 1 1 J 1 1 1 w Z H LL( 6.8'WIDE 0- 48' S.C. 3090 TRUSS (ZONE 2a31 O rz o SCALE:319'=1'-0" CL Q Q ON w � U 2n4 PURLIN$to 23"O.C. Z � a H = O Q U J O d O 4.8 WIDE 0 -INDICATES PURUNS i0 BE FASTENED Z Q (ZONE 233) 6ENQ EP�EP SCREW LOK.19"x 6.0"FLATHEAD LAG v o ��M`°J;pcPPONs Lu x SSE 0 wa 0 8 48' WIDE BUILDING PURLIN LAYOUT SCALE:I/Z'-1'-0" -J a z DRAWN BY JBYBEE 11„1 [REVISED FE. 10/26/2011 1 HECKED BY:LAMERE 2x4 PURLIN 1/2' FB 11/02/11 H EADLOK.19'x6.0'FLATHEAD LAG SCREW ii VISED DA FE. -- (ICC-ES REPORT ESR-10]8( DATE. ---- WSEDDATE. — pf 20 GA.GALVANIZED Di VISED — CoOFP 0 \ PURLIN CONNECTORlol zc! y 10v �\ \ y~•y QGAf• * (1(49x l'TRU-GRIP SCREW ON PEAK SIDE AND (2(k9x1"TRU-GRIP SCREWS ON EAVE SIDE OF I PURLIN IN HOLES SHOWN(JOINT MUST BE TIGHT -I BEFORE FASTENING CLIPS L�"- A�' 2x4 BUTTED PURLIN DETAIL (PURLIN CONNECTED WITH 6"HEADLOK FLATHEAD LAG SCREW( SCALE-AS NOTED SCALE:1 1/2'=I'-0" SHEET I, S3 OF S9 OFFICE + + O CUTCHOGUE,NY o DESIGN AND EXPLANATORY NOTES JOB NO. b W-6" �i 29'-6" I.)EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128011 J63 — OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. 4 6 OWNER. VERIFY ALL DOOR,WINDOW,SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE i 3 6E a8'WIDE 48'WIDE �IZONES 253) IZONE 2) (tONES2 a 31� � \ ,E 2 (ZONE 1) `/ (ZONE 3) VWX Q� Mgr+ 5 1 (ZONE 2) p � W MWFRS ONE 31 Z Reference O Comer 2 U n/ J 111 J 111 vi W z H SO WIDE(ZONE 4 Lu WIDE 4.8'WIDE C 4 WIDE 8' J 4H WIDE (ZONES 28-3311 � 1-- (ZONE SI (ZONES) ONES2&3 O Z � p 0 b b ~ a b 0 1 Le) —0 NORTHEAST ELEVATION 10 Lu 4.8'INIDE 2 4.8'wIDE 12 IZONE2a31� 12 I 1 1 Z (ZONE2 A31 d� � dr T#16 GABLE TRIM Z O — = 0 a Q o Z 0 HI-RIB STEEL SIDING T#21 CORNER TRIM T#167 TRANSITION TRIM LL 1tt1 HI-RIB STEEL WAINSCOT RLLFLHI �• T#167 BASE TRIM d F4 I I I I IDoG p w_ 8 3 . -DZONE I I BE X WIDE(ZONE 4) J 4.8'WIDE J `68'WIDE 4.8'WIDE J 4.8 WIDE _J (ZONE 5) IZONE 5) (ZONE 5) (ZONE 5) a Z 13'-6 A"� 32'6" � p 6,• � d._6•. � <.6.. d0.-0.. �3._6.. 4 a q q b I 4.8'WIDE m I (ZONE 21 < �IZO ESD2a31 O 'TONES2a3) 00 a DRAWN BY: BYBEE NORTHWEST ELEVATION v ZONE DA EE: 10/26/2011 (ZONE o SOUTHEAST ELEVATION VENT-A-RIDGE CHECKED BY:LAMERE (ZONE 2) ()o DA FE 11/02/11 (ZONE 31 5"O.G.GUTTERS REVISED DATE.. --- REVBED DAT, — REVISED DA EE' — EVZSED DA FE — MEW 12 i lot—, HI RIBSTEEL SIDING V 9*11 T#21 CORNER TRIM • A� ri T#167 TRANSITION TRIM C Z 8'-d'. j HI-RIB STEEL WAINSCOT , i#16J BASE TRIM 504WDE SONE 41 4 ZONE 5) 4'6 14'-6 Al a' (ZONE 5) Qo v 0 SCALE 2 SCALE AS NOTED SOUTHWEST ELEVATION p 16' SHEET No S4 of S9 OFf]CE1 3 MEMBER LAMINATEDA.SUPPORT DESIGN AND EXPLANATORY NOTES CUTCHOGUE,NY • I 1/TEN DTOCGU SUPPORT ANGLE JOB NO, FASTENED IT COLUMN AT EACH 128011763 CORNER WITH (3)20 TOT x 2" L)FOOTINGS ARE DESIGNED FORA AA ICA IO SOIL BEARING CAPACITY. LOCAL PERCSTAIN LUMN)LS. (20 TOTAL NAILS CONDITIONS MAY REQUIRE MODIFICATIONS. PER A.CHANT FLUOROFLEX HI-RIB STEEL 14 GA.CHANNEL WITH I/4"PLATED 2.1 CONCRETE FLOOR NOTES: ep 2x4 PURLINS 9 23 C.C. RIVET TO SUPPORT ANGLE (NO.2 SEE) UNDISTURBED SOIL 0.19"x 6.0"HEADLOK a.35W PSI,5 I/2 BAG MIX CONCRETE !\Jl p FLATHEAD LAG SCREW STILT INSTALLATION b.SLOPE GRADE AWAY FROM BUILDING Q I"PER FOOT FOR A MINIMUM ,�66 2JE'H URLIN DISTANCE OF 10'PLUS OVERHANG WIDTH ^ W 1, INSTALL PRESSURE TREATED c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. FILLE LOWER COLUMN WITH STILT IN THE UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING - yZ 2x6 BEV.FASCIA - AUGERED HOLE. MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT O p 5"O.G.GUTTERS 2, POUR READI-MIR CONCRETE INTO d.CONTRACTION JOINTS UNIFORMLY SPACED 18'O.C.OR LESS z Tq 144&146 FASCIA TRIMI, 48'3090 S.C.TRUSS© THE HOLE AS SPECIFIED. _ ®® 3. BACKFILL AND COMPACT THE v 0 HI-RIB/SOF ANNULAR SPACE AROUND THE COLUMN TO GRADE WITH SOIL v 2x6 OVERHANG 41 STILT ISOMETRIC AUGURED FROM THE SITE. Z (2) 1/2 x5 1/2Z'M(10)20d R.S.NAI4-2x6 LAMINATED COLUMN1 1 1 I I TEN I Txld GA.SUPPORT ANGLEFASTENED i0 COLUMN Ai EACH NCORNERWITH (3).14S0x2" LuQ KYNAR HI-RI STAINLESS NAILS. (20 TOTAL.NAILS ,� PER COLUMN( TRUSS IN COLUMN 1 SADDLE ,� r 14 GA.CHANNEL WITH I/4"PLATED Lu LAMINATED COLUMN % RIV Ei TO SUPPORT ANGLE -2x6 LAMINATE /f UNDISTURBED SOIL O COLUMN I Id N I STILT INSTALLATION EL o a 4 NA T 1. INSTALL PRESSURE TREATED N LOWER COLUMN WITH STILT IN THE AUGERED HOLE. W \ / 2. POUR READI-MIX CONCRETE INTO < 1 J 16'-0" THE HOLE AS SPECIFIED. `I 1 I! GRADE TO HEEL 2x2 VERTICAL BLOCKING 3. BACKFILL AND COMPACT THE Z f� O AT COLUMN LOCATION THE f=- COLUMN TO GRADE WULAR SPACE ITH DSOIL ~ ' ` 0 STILT ISOMETRIC AUGURED FROM THE SITE. Q v (41 ROWS 2x6 NAILERS(21 W MSR SPF)Oi n NOTE' �- o 3-2x6 LAMINATED COLUMN x0 NAIL ADDITIONAL NON-TREATED LAMINATE TO BUILDING COLUMNS W/20d GUN NAILS FILLER STRIP 8"O.C.STAGGERED WITH(4)Ad GALV.R.S. Z p TN 167 TRANSITION TRIM v INTERIOR NAILS AT SPLICE. ( D i 2x6 NOTCHED NAILER(21 W MSR SPF)( �_ (—3 Z KYNAR HI-RIB STEEL WAINSCOT Lu i 7/16"05B PROTECTIVE LINER 0 EXTERIOR Q w Tk 167 BASE TRIM e (1,ROW 2x8 TREATED 5PLASHBOARD Qe W_ 8 NAIL KEY —� • 0.148"x4"(20d)NAILS 1\I 11 ^ ZnTtO _ 18'LOWEST 6 CONCRETE FLOOR* x MEMBER CUT-OFF 4-2x6 COLUMN SPLICE FASTENING DETAIL FINISH GRADE -• -- ""` ---� - ��'" SCALE:1/2"=I'-0" 4"MINIMUM COMPACTED GRANULAR BASE♦ DRAWN BC BYBEE OATS 10/26/2011 4 9 CHECKED BY LAMERE DATE: 11/02/1) REVISED DATE COLUMN — -2x LAMINATE ° 2x8 LAMINATE REVSED DATE -- COWMN � COLUMN 224M(14 GA.)COLUMN STILT QQ ,\ NAIL 4 ¢ NAILS REWSEDDATE --- 10"THICK MINIMUM CONCRETE(25W PSI MINIMUMI \ q NA TAT- REVISED BELOW BOTTOM OF LOWER COLUMN WITH 46 NAI TOTAL ADDITIONAL CONCRETE TO TOP OF 224M STILT 24'0• 1 (9'-).PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. •• Ar,' L. O a(xJ�. A ! SIDEWALL SECTION �' SCALE:1/2'=1'-0' INTERIOR INTERIOR •. EXTERIOR m 1 Q EXTERIOR NAIL KEY NAIL KEY I I - ` - II • 0.148"x 4"(Ad)NAILS • 0.148"x d"(20tl1 NAILS SCALE:1/2' I x31/2'HOT DIPPED GALVANIZED(HDG)RING SHANK NAILS 0.131"x 3 1/2"HOT DIPPED GALVANIZED(HDGI RING SHANK NAILS 0.131 3-2x6 COLUMN SPLICE FASTENING DETAIL 3-2x8 COLUMN SPLICE FASTENING DETAIL SCALE AS NOTED SCALE:1/2'-1'-0" _ -0 SHEET NO. S5 GF S9 / OFFICE: • CUICHOGUE NY / JOB NO. 12J 1/2 k5 I/2"M.BOLTS 8 L 128011/63 (10)20,1 R.S.NAILS GABLE PURLIN FLASHING FLUOROFLEX HI-RIB STEEL T#16 GABLE TRIM 2x4 PURLINS 9 23"O.C.© (4)0,135"x 2 1/d R.W.NAILS OR 16d R.S.NAILS U 2x6 FASCIA ISO 2 SPFI , Q� T#194 TRIM (1)Xd R.S.NAIL THROUGH STRAP SOFFIT ' &INTO BRACE �- y HI-RIB/SOFFIT CAP TRIM i 2'END BRACE STRAP W/PRE-PUNCHED m HOLES(BEND TO FIT)FASTENED W/ 48'W90 S C.TRUSS FILLER STRIP i / FILLER STRIP O O (3(0,140 n 1 I/2'R.S.NAILS D Z © 48'-2x10(NO.I SYP( i � / � Z END RAFTER ASSEMBLY i 2x6 DIAGONAL BRACING FASTENED O S 2x6 E.C.E. i TO COLUMN W/(41 16d R.S.NAILS 2X6 NAILER 48'W90 S.C.TRUSS v KYNAR HI-RIB STEEL �� -HEADER NAILING (3)2x8 STUB COLUMN z 3)2X12 HEADER$ HEADER STUBJAMB MEMBER COWOLUMNR STRIP ADDL 2x6 NAILER 1 ---- --- 2xBFILLE8LOCK EA3%12 E8 J 11 1 2x4 TRUSS TIE T#124 1 1 1 T#129 O H D W Z 2.2 BLOCK ALUMASEAL NOTES: E- — T#1.51 1,NUMBERS ABOVE ARE 20YJ R S.NAILS T#154 T#152 REQUIRED PER CONNECTION. W 4,-3•• 2 PRE DRILLHEADERS AS REQUIRED B a 0 JAMB BOTTOM 2'TREATED( GRADE i0 BOTTOM PREVENT SPLITTING. OM 3.IF NUMBER OF NAILS REQUIRED FOR O Z (3)2x8 JAMB COLUMN(BEYOND( OF 2x8 BLOCK HEADER TO JAMB COLUMN CONNECTION 3-2xB STUB COLUMN IS EXCESSIVE TO CAUSE SPLITTING, O Q THE EXCESS NAILS MAY BE INSTALLED EL 0 (2(2x12 HEADERS 2X6 TRACK BLOCK(BEYOND: IN HEADER SUPPORT BLOCKING. r BOTTOM 2'TREATED) OHD HEADER SECTION C PERR CONNECTION ~ ( R.S. SCALE'1'=I'-a' Q O Iiaii i•Ii LLl ID •l I•I 3-2x8 JAMB COLUMN611 C ! 1 l ;FKI G L/ (8(20tl R.S.NAILS F E 1 OZ PER CONNECTION LOWER CHORD OF Z END RAFTER ASSEMBLY H =Q O 0 OHD HEADER ELEVATION CL 16'-a. SCALE:1/2-=1'-9' ----------------- ¢ OX GRADE TO HEEL 9/16'OSB Z y O i 2x4 NAILERS 2x6 VERTICAL BLOCKS 4 1 1 1 H COLUMN BETWEEN SAILERS Q d --_ -. ------------------ g PERIMETER OF OSB SHEETS © J 2X6 BLOCK BETWEEN NAILERSQ NAILED W/1-3/d" RING SHANK J NAILED TO COLUMN W/20d COIL GUN NAILS SPACED 6"O.C. z Q GUN NAILS. NAILED 6"O.C. EXTRA NAILERS ADDED BETWEEN STD.NAILERS DRAWN BY: BYBEE (MAX.SPACE TO BE 24"( 058 NAILED TO INTERMEDIATE® pq lE' 10/26/2011 .---- ---- SUPPORTS W/1-3/4"RING SHANK ---- ------- COIL GUN NAILS SPACED 6"O.C. LAMINATED COLUMN CHECKED 814_MERE ---------_ DATE.' II/02/II - ----------- ----- REVISED DATE: --- - _ REVISED DALE - FINISH GRADE LAMINATED COLUMN 2x4 NAILERS REVISED DAIS --- ---------------'—'' FVISED DAZE -- 4)" LAMINATED COLUMN .p OSB SHEARWALL DETAIL - 5/4x6NAILER � . SCALE:1/7'=1'-0" IF PROTECTIVE LINER IS INCLUDED) Q �• 218M(14 GA.)COLUMN STILT ----------------- '� 2. - 8"THICK MINIMUM CONCRETE(2500 PSI MINIMUM( ------- --- --- - BELOW BOTTOM OF LOWER COLUMN WITH - 2x8 TREATED BASEBOARD 180• ADDITIONAL CONCRETE TO TOP OF 218M STILT(9"±(. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF �I----------------- 11 _ On `II LOWER COLUMN IN ONE OPERATION. ENDWALL SECTION B v SCALE 1/2"=1'-0" SCALE AS NOTED 7116" OSB SHEARWALL ELEVATION_ pSHEET NO SCALE:1/2"=1'.a' `'6 OF S l OFFICE CUTCHOGUE,NY JOB NO. 12WI 1763 2x6 NAILER KYNAR HI-RIB STEEL FILLER STRIP HOLD T#167 3/4"ABOVE T#6 �/16"OSB SHEATHING 2x6 NAILER 5x5 NAIL PLATE _ R 2xB HEADER 2x8 BLOCK WITH 2z6 BACKERi5 2'EYEBROW FRAMES W 2'-0"O.C. 2x6 STIFFENER [SEE DETAIL BELOW] rc FASTEN FRAME WITH(4]1 I/2"R.S. m NAILS PER 5z5 NAIL PLATE O j 12 2x6 STIFFENER HI-RIB STEEL(FLUOROFLEX] 10 z (I)LAYER I5#ROOFING FELT 2/I6"OSB DRAFT STOP O 2 13 HEADER i SET BOTTOM OF HEADER T#528 8"BELOW TOP OF FRAME 5x5 PLATE 2x 10 HEADER 2z8 NAILER(LAP FRAME APPROX.I I/2") Z 2x6 BEY.PURLIN 5"O.G.GUTTER 2x6 STIFFENER —JI _� 3- c OF EYEBROW HIP J LLJ T#144&T#146 FASCIA TRIMS SOFFIT W z SOFFIT/HI-RIB HE 3-2x6 LAMINATED COLUMN 2x6 STIFFENER 8'-4" FILLER STRIP STANDARD EYEBROW FRAME WITH 3 1/2" GRADE i0 BOTTOM KYNAR HI-RIB STEEL TRIMMED OFF FASTENED TO HEADERS CL OF 2x6 BEV.FASCIA WITH 10d R.S.GUN NAILS 4"O.C. O z Z-0" EYEBROW OVERHANG SECTION D alO HEADER d o a SCALE:1"=1 0" N Q O W z � o = o Q U E c Q - 0 Z 2x6 HEADER Q a 2x8 HEADER Lu O UJ Z Q 0" d FACE OF NAILERS TO FACE OF STIFFENER 2,6 BEV.FASCIA EYEBROW HIP FRAME m J BEVEL CUT EDGE OF HIP FRAME J 2 5x5 NAIL PLATES((2)EACH SIDE OF FRAME) BEND OUT 90 &NAIL EACH WITH(4]11J2' DRAWN BY: BYBEE R.S.NAILS AS SHOWN EYEBROW FRAME WIDTH-31/7 31/2" CENTERLINE OF EYEBROW HIP -EA FE 10/26/2011 EYEBROW OVERHANG FRAME CHECKED BY:LAMERS 2.8 BLOCK WITH 2z6 BACKER DATE' I1/02/I1 STIFFENER __ _ REWSEDDAIE — REVISED DATE: -- 2%IO HEADER REVISED DATE ---- r EXTERIOR 2x6 BEVELED FASCIA REVISED DATE ---- OF NEIy G 2z6 BEV.FASCIA EYEBROW ATTACHMENT DETAIL COLUMN N SCALE:1'=1'-0' NAIL TRIMMED HIP FRAME TO BLOCKING Aa• PLAN LENGTH OF EYEBROW WITH(5)20d R.S.NAILS.NAIL 2'STRAP DIMENSION MUST BE X'-4"LONG (THIS SIDE ONLY)TO HIP FRAME WITH (4111/7'R.S.NAILS AND TO HEADER •, WITH(3)16d R S- NAILS _ EYEBROW IN THE CORNER EYEBROW HIP ATTACHMENT DETAILS [CLOSEST POSSIBLE TO CORNER. NOTICE SCALE:I"=1'-0' THAT EACH END OF THE EYEBROW HAS ACTUALLY BEEN LENGTHENED 7'(4"TOTAH.] SCALE'AS NOTED SHEET NO S7 of S9 OffICE: CUTCHOGUE.N'3 #Bz31/7 WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FIkSHINGS JOB UPOIA CAP® INTO THE 2N4"ROUGH FRAMING. PRE-DRILL HOLES 10'O.C.IN WINDOW JAMB FLASHINGS TO 128011]63 ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. O.S.B.SHEATHING IS 1"WIDER THAN THE WIDTH OF THE WINDOW FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. O.S.B.SHEATHING IS 1"TALLER THAN THE HEIGHT OF THE WINDOW �-CUPOLA ROOF® FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM.* / HEAD FLASHING HEIGHT ♦7/16"OS8 PANEL n_ rc OF WINDOW m FINNED WINDOW O Z 2 O SILL FLASHING ' ^ v WIDTH CUPOLA SIDE® OF WINDOW - V pi FRAME it J 1 1 1 UPOLA BASE FRAME® 1 1 1 T#16] 3/4'OSB CUPOLA SUPPORT® W Z 2K4 BEVELED BASE BLOCK® FIN WINDOW SECTION C 2z4 CUPOLA BLOCKS® H ] 39Q FRAMING CLIP® W Q. CUPOLA BASE TRIM WINDBOURNE DEBRIS PROTECTION - FIN TYPE WINDOW o KYNAR HI-RIB STEEL 7/16'OSS PANEL O nb PURLIN #Bz31/T'WOOD SCREWS®1lY'O.C.4' NOTE: f- T FINNED WINDOW DOOR PANEL AND WINDOW PROTECTION O DETAILS ARE FOR INSTALLATION INSTRUCTIONS ONLY,AND ARE NOT LLJ PROVIDED OR INSTALLED BY MORTON C ` •a / WINDOW JAMB FLASHING BUILDINGS'INC.TORS MORTON BUILDINGS' < `/ SUBCONTRACTORS MORTONTHE OWNERS W Z 2'k4"ROUGH FRAM G RESPONSIBILITY. Z �- O FIN WINDOW JAMB DETAIL ~Q J c #8O THE WOOD SCREWS I G.O.C.FASTENED THROUGH THE ALUMINUM DOOR SIDE JAMBS d CENTERLINE OF CUPOLA INTO THE O ROUGH FRAMING. PRE-DRILL HOLES IN ALUMINUM DOOR JAMB TO ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL.♦ m 6" 1'-9 HEAD FLASHING /Z O O FIRST ROW LL S 2 4 PURLINS a HEAD FLASHING LiLi 8 ''.. 7/16"OSB PANEL• _F DOOR SUB J a 2 PEAK PURLIN WALK DOOR SECTION D a DRAWN BY: BYBEE DATE 10/26/2011 TRUSS CHECKED el^UMERF DATE: 11/02/11 ' REVISED DATE ---- REVISEDDAIE ---- OSB PANEL IS 1"WIDER THAN THE WIDTH OF THE DOOR REVISED DATE.' -- ?4 CUPOLA BLOCKS FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM♦ EL9S'ED DATE I- WINDBOURNE DEBRIS PROTECTION - WALK DOOR LI Qa #8z31/2"WOOD SCREWS SPACEDAS SHOWN ABOVE TO AVOID DOOR 39Q FRAMING CLIP INSTALLATION SCREWS♦ 7/16'OSB PANEL* 2z4 CUPOLA BLOCKS 39Q FRAMING CLIP CUPOLA FRAMING DETAIL SCALE:1"=1'-0" h DOORJAMB 2'k4"ROUGH FRAMING SCALE:AS NOTED WALK DOOR JAMB DETAIL i III, HEE No. S8 QF S9 OFFICE: CUTCHOGUE,NY JOB NO. 28011]63 QL (D 2 ROOF STRUCTURE FASTENING SCHEDULE '� o Di VENT-A-RIDGE TO BASE TRIM #9xI"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS 48 RIDGE BASE TRIM TO 2x4 PURLINS #9 x2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB(1'-a o.c.) Z Q HI-RIB STEEL TO 2X4 PURLINS #9 x TSTAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB(1'-0" �_ Oi 20 ga.GALVANIZED MERLIN CONNECTORS #9 x I"TRU-GRIP SCREWS J 1 1 1 Os 2x4 PURLINS TO TRUSS HEADLOK.19' &W FLATHEAD LAG SCREW IN PRE DRILLED HOLE Ln z © 4B'STRAIGHT CHORD TRUSS TO COLUMN (2)1/2'x51/2'M.BOLTS & (10)0.177 x4"(20d)RING SHANK NAILS W WALL FRAMING FASTENING SCHEDULE w IL (D COLUMN STILT(14 GAJ TO COLUMN (20)0.14 'x 7'(6d)STAINLESS STEEL RING SHANK NAILS O Z �e 2x8 SPLASHBOARD TO COLUMN (4)0.1]T'z 4"(20tl)RING SHANK GALVANIZED NAILS®ALL LOCATIONS CL d 2.6 NOTCHED NAILER TO COLUMN (4)0.177 x 4"(20tl1 NAILS®ALL LOCATIONS CL O r Q 7/16'OSB TO SPLASHBOARD&NOTCHED NAILER 0.097.1-1/4 ASBESTOS SIDING NAILS N O Q 2x6 NAILER TO COLUMN (41 0.1]]"x 4"(20d)RING SHANK NAILS @ ALL LOCATIONS Q © END RAFTER ASSEMBLY TO 2x6 END COLUMN EXTENSIONS (5)0.1]]"x 4"(20tl)RING SHANK NAILS W� � d Q 2x4 PURLIN TO END RAFTER ASSEMBLY HEADLOK.19"x6.0"FLATHEAD LAG SCREW IN PRE-DRILLED HOLE J ® HI-RIB STEEL TO NAILERS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB(1'-9 o.c.) Z �— O ® SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP H ® SOFFIT TO FASCIA T-50 MONEL STAPLES(2)PER PIECE Q U Qs 7/I6"OSB SHEARWALL - Q OSB i0 PERIMETER BLOCKS/FRAMING 0.113"nt-3/4"RING SHANK COIL NAILS @ 6"o.c. x0 ® OSB TO INTERMEDIATE FRAMING 0.11E xl-3/4"RING SHANK COIL NAILS @ 6"o.c Z O ® BLOCKS TO COLUMNS 0.131'x 3 I/2Z'HOT DIPPED GALVANIZED(HDG)RING SHANK NAILS @ 3"o.c. u (SCREWED ROOF STEEL CUPOLA FASTENING) cis w s ® CUPOLA CAP TO CUPOLA ROOF (4) 1/4'x L'PLATED MACHINE BOLTS AND LOCK WASHERS CUPOLA ROOF TO CUPOLA SIDES PREFORMED CRIMPED METAL CONNECTIONS AND(8)49 x I'STAINLESS STEEL RUBBER WASHERPANHEADINIERNAL DRIVE SCREWS Q g ® CUPOLA SIDES TO CUPOLA BASE FRAME #9 x V STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS(4)PER SIDE N 61 TOTAL I 1 1 J ® CUPOLA BASE FRAME i0 OSB CUPOLA SUPPORT 1J/8"GUN NAILS @ 6"o.c. ® OSB CUPOLA SUPPORT TO TREATED BEVELED BLOCK 0.149 x 3-1/7'(16d)RING SHANK NAILS @ 8"o.c. i Q ® TREATED BEVELED BLOCK TO 2x4 CUPOLA BLOCKS I/4"x4-1/2'LAG SCREW W/1/4"FLAT WASHER AT EVERY HI-RIB(I'UEI ac.) ® 2.4 CUPOLA BLOCKS TO FRAMING CLIPS (21 0.135"x 1-1/2"RING SHANK NAILS ® FRAMING CLIPS TO PURLINS (2)0.135"x 1-1/7'RING SHANK NAILS IN SIDE OF PURLIN AND(2)0.135"x 1-1/2"RING SHANK NAILS IN TOP OF PURLIN DRAWN BY; BYBEE DATE. 10/26/2011 CHECKED BY:LAMERE DATE. I1/02/11 REVISED DATE. ---- REVISED DATE ---- REVISED DATE. --- REVISED DATE- ---- tip• �L.iG• `Y .Q ��10:� •.•kl �l — Oq - l1 a TEDNO S9