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HomeMy WebLinkAbout1000-122.-3-17.1 00-2547 ACKNOLSOGES THAT THE COMMONS OF THS SITE PLAN RINT OUS L REVISED SITE PLAN '• • , PLEAS NAME d./ /7 N/ )�L. e ."`'O0wvllsy �C� _ �v q ✓6, SEPTIC & DRAINAGE PLAN A ° • " , TYPE "A" PAVEMENT SPECIFICATION A ORZEOSiGNATURE MILE ONTO SITUATED AT ' , 1 • =c 4�7 1 1/2" ASPHALT TOP WEARING COURSE MATTITUCK APPROVED BY • / x COMPACTED (N.Y.S.D.O.T. TYPE 51-F) �5ry"�r.J�I.,�, TOWN OFF SpODUTHOLD PLANNING BOARD F' "{ Eo 0 wJ / / t'y3 °` •• � (SRECYC ED" DENSE BCONCRETE INDER UN.Y.S.D.O.T.)TED \^""" '� '� ' -OL1p116TOWN OF S 0 U T H 0 L D �wfO TIO 2'" e' SUBJECT " °� . / (1011 TYPE "A") Anil a12E051ON Tine OATS PREMISES 6" SUB-BASE COMPACTED SUFFOLK COUNTY NEW YORK �O ', �/ h. / (N.Y.S.D.O.T.) TYPE 1011 MATERIAL) P40TE:The approved site development plan shall be valid 5 \ levo/ aoT° / aperiod ofthree(3)Years from the date ofapproval BsPer S.C. TAX No. 1000- 122-03 - 1 . 2 \'k% /•4 . // t 2" R code section 100-255. / -Page / af3 S.C. TAX No. 1000- 122-03-02 '/ ` F,P =-'c��,M¢s cnEEx y '' y �' • + / T� -T SuiPoth County De artmeut of Health flervie¢s F° °"e• /, / •° I s. 1 }" ASPHALT TOP WEARING p S.C. TAX No . 1000- 122-03-5. 1 LECDN AVExuE � / "• n •� • , J / / COURSE Approval for COnstructian-0t1 er Than Single Fanul L -2 I S. C. TAX No. 1000- 122-03- 17 4\ 7 ,/ •° % / / 1a. RECYCLED CONCRETE Reference ND.C1C'-o$-000S Design Flow DENSE BINDER COURSE SCALE 1 ,� O, ' a/✓ j °., Lh,2,ep - -- general -- JULY 12, 2006 6 SUB-BASE 'I`h0se lane have been reviewed for conformance with Suffolk KEY MAP 33' ° / I I sCountyupply Department of Health Services Standards, relating t0 WmtCP DECEMBER 21, 2006 ADDED SITE PAN / i °x' •� // F- 9• '-I supply and sewage disposal. Regardless of any omissi0¢G: JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY M `' • % / 3, 500 PSI, CONCRETE inconsistencies or lack of detait, construction iu required to I ' In AUGUST 27, 2007 ADDED SITE PIAN SCALE 1 ' =600' P i accordance with the attached Permit conditions and applieahl0 OCTOBER 19, 2007 ADDED DRAINAGE A SEWER H JANUARY 24, 2006 REVISED AS PER NYSDOT LETTER sivalards,unless speDIIlcallywai-vedby the Depm'.mcnt.This approval / TYPE "A" expires 3 years from the approval date,Unless extended m'renewed FEBRUARY RL 2?20080REVI REVISED REVISEDSITE PLAN N / '/ �• %% °, ,g �/ PAVEMENT AND CONCRETE CURB DETAIL Z/Zs/ 9 APRIL 9, 2, 2 REVISED SITE PLAN o SEPTEMBER 12, 2008 REVISED SITE PLAN / / ¢� •� yq0`, NOVEMBER 6, 2008 REVISED SITE PLAN 1G / / " � �• ,rvA�y7-. '� ,° • / � ,' � " "(COt t0 scale) Approval Date RBVIBW., JANUARY 23, 2009 REVISED SITE PLAN ° ° dLziFJ, �M �� �� � AREA DATA x i by DHpt.Q PHL'I Seru r,Gs 10,140 sq. (t. S.C. TAX Na. / P � ' °.'• •• •� �,aLj 1000-122-03-1.2 0.233 ac. k TYPE IV' PAVEMENT SPECIFICATION - - - S.C. rax No. 3,346 sq. ft. )' .EYi If 7 - -r'T2ID BY THE 1000-122-03-02 0.306 ac. ' 9T' •• /� COURSE COMPACTED OL 1 :3 SERVICES. S.C. TAX No. 40,618 sq. ff. / 3" BLUE STONE GRAVEL WEARING G �^ CALL c.T� _ l^reve94.01:J 11DVANCE, 1000-122-03-5.1 0,932 Co. 5" DENSE BINDER COURSE COMPACTED SHh A / c "t '• /°' Y ° Y / eo (RECYCLED CONCRETE N.Y.S.D.O.T.) To SCHBDULD INSPECTION A). S.C. TAX No. 20,038 s (f. 'fR/J ed• / / • ° ' (1011 TYPE"A' ) a •# S 1000-122-03-17 0.460 CO. 6" SUB-BASE COMPACTED �y , •/ f / / ° • ° "-try ^ . / (N.Y.S.D.C.T.) TYPE 1011 MATERIAL) TOTAL 84,142 sq. ft, 1.931 ac. iYr- ,n. • / • 'Y °a ° , .n Y' / � a, .1 1/2" R - 3" BLUE STONE GRAVEL / �R •" '•,ry' ° 'y y�y' q WEARING COURSE NOTES: ^ ^ •" y' / p}yy, o_) ' 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM °' • 'tcR u., „ � r,l c. .rtl„ '..' RECYCLED CONCRETE EXISTING ELEVATIONS ARE SHOWN THUS: SDs / •5yA " 1B• 5" DENSE BINDER COURSE EXISTING COUNTOUR LINES ARE SHOWN THUS: -20 - • 9 Fa - FIRST FLOOR 65 P1{,A` '+ ' • ' ° • • / ¢ cFy - GARAGE FLOOR �caSr- } a SIA` 6" SUB-BASE 2. FLOOD ZONE INFORMATION TAKEN FROM: O'W QJey `WPMJ ° " a ° 1Qoa ,Mac, ,3� r' / FLOOD INSURANCE RATE MAP No. 3610300481 G J°jv°Z `)' /vS r f 2° {r+'~ e4fih /1isr, 9 3, 500 PSI . CONCRETE ZONE X': AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE T° 1T DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN ° ° • 95 / S s v�" sw, SITE DATA: 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD = A / \ 'p• TYPE "B" ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. Y rpt`/ / s/, TOTAL LOT AREA 84.142 SO. PT. • /4^ PAVEMENT AND CONCRETE CURB DETAIL TOTAL ASPHALT PARKING AREA 42,636 SQ. FT. 3. SEPTIC SYSTEM STRUCTURES SHOWN: TOTAL RSIDEWALKFRAREA 1,959 SO. FT. ti� •�Y ,�a'"y/ / � \ F ° � TOTAL ROOF AREA 9,697 SQ. FT. o (not to scale) TOTAL LANDSCAPED AREA REQ'D- 35% (29,45° SO. FT.) 1 a • •/•' .oM1i .4` d/ / \ Sts °yF \r( & TOTAL LANDSCAPED AREA PROVIDED 35.4% (29,850 SQ. Fr. PROPOSED EXPANSION POOL / ° `Y/ p -N• \ qj ,e ( Q (� TOTAL LANDSCAPED AREA PROVIDED 44.3% (37,304 SO. FT.) ,. .y� ° • TEST HOLE yy \ ,T\\ L, y (iB 'I' �.Ci) R • : / / IJS yr} x \ 'r •� tC CS -1- AREA INCLUDING THE FOLLOWING SITE T QS ROAD ACCESS AND PEDESTRIAN WAYS 9 � h^ \ M o ro 0 f ° • � / \ \�� Oq �+ fq q, � MINIMUM SIDE YARD PERMITTED 25' PROPOSED LEACHING POOL PROVa x \ \ \ �dl� �Q¢0Q,Y MINIMUM DTOTAL SIDE SIDE YARD PERMITTED-504, a 125 9 PROVIDED TOTAL SIDE YARD 60.9' G +' � ? ,max v.Rlw ✓ C.4 'L7Y T x x \ 7V L T' \� MAXIMUM BUILDING HEIGHT PERMITTED 35' O PROPOSED SEPTIC TANK 1 !° `'� 4 1 .- �C ,q \ Q- PROVIDED FRONT NG HEIGHT 34.5' (OFFICE BUILDING) 26' (HUDSON BANK) O t3 _ ,a" ")'F W` te\ / /G \ \ MINIMUM FRONT YARD PERMITTED VARIABLE . PROVIDE FRONT YARD 52.5' (OFFICE BUILDING) 81' (HUDSON BANK) . ° . \ mh LOT COVERAGE PERMITTED Sox 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ` °• ,1'/ •, • ' •' Or LE�'.`, ; ,' � / �. � / \ / \ \ rya 's LOT COVERAGE PROVIDED-15.8% OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. OSS uL'Is.°, :'.!`'i"_=- yoe / u,ax {y x \ \ \ \'C� / '.e" x y z /-Ll� 5. PROPOSED TOTAL BUILDING COVERAGE = 9,289 sq. ft. OR 11% OF LOT AREA ' j. „v L ° 61 / e$1 / . ' \u \ (EXCLUDING ROOF OVERHANGS) 1 ° •° ' �,�� . � ' Ag �_ m TUB / \ � 5. PROPOSED TOTAL IMPERVIOUS AREA = 55,500 sq. ft. OR 65,96% OF LOT AREA ?y � / , Q.'S� ��a"' 4} `� p' I \�n BO (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) 0V, P vx /q. \0� \ u4 / T A ;< �S' ��• % . �,�. ' �x � � Da No � Y � � c � � ,( 6. TOTAL LANDSCAPING AREA = 28,642 s ft. OR 34.04% OF LOT AREA `•/ , ° cL Q `t� 5`� aM / s s• / / y, NTije sib O - "IV 90" .g.� \ \ �¢� (INCLUDING BUFFER AREA) q ° ® O IF,A \\ / 4 % rr \ / 7. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND \ cl / °•, \�+ '\ ) ,�P 't �.\ b \ -` tim x� �/ /9 REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. /" \ QJYp\\c •O� U'9 �S /i' \\\ x � } Q S?o'\ / / / 2� 0 LEGEND: v Pe"a / ,' ° ( �\,`•y�/ x ® n \� AL1 /y / / \\� / +y / / \ // 'OO, °, a �^_ \ . ' •• � " o/ '(`�J\ g / / > . .rte, / \ W / / T.C. - TOP OF CURB oz- • /(h x �S J \ry' \• \\ryD' ° / ,y ELEVATION 12.5' EXCEPT AS NOTED ON DRAWING (PROPOSED ELEVATION) o eJ ac. ° PM. / �g ,s Au Tg' \ o, x \\ f \ry5 '�o ry / / / ai`` E' C % • .09 o- {.} 0 / 1• \ 4 "123 f. y. /\/ / \ S T.A. - TOP OF ASPHALT J56 � '; ��' /'�� �\- 1 Y' \ - ' �T 'R p/ \/1 / U .. .- 4• < � '. / ELEVATION 12.0' EXCEPT AS NOTED ON DRAWING (PROPOSED ELEVATION) 3YYYy Y / Iib 11 'C \y / _ ° °4P4A'pa/ f•� • \O\ 4P' II0 TEST FI'vII'E DATA T.G. E�EVATIONRAINSGE INLET(PROPOSED ELEVATION) N° 'Mo • "��(\1\' / \ pjb p /!�/ E . S . / \` `\ // I s+y. � (TEST HOLE DUG 6Y McDONALD GEOSCIENCE ON JUNE 8, 2007) \O� / ` II I ,Q / (p^(7- T.W. - TOP OF RETAINING WALL (PROPOSED ELEVATION) `IfJAT'E 1 it - J. $ , EBVOGES. I� , q ,p / / C' / OU e. iz s' G ELEVATION 72.5' TYP. o •'c S - T 'P Via'" r �, X, PS / 0 . MIXED SAND AND LOAM - CONDENSER UNITS 'S. .(. / y . M 1017'^` �Ca�C/ ,° 12 - PROVIDED PARKING STALLS smwx SHIN smD sM �3j'- BANKED PARKING STALLS �\�� .91' / AUR R,ny ) /' �'�-a• y�'' �l'0(e/ I cAi' (I(I^;A.11.,,/`\\ \ - L� \ f '(''P}/ S.B l / �O s. F'- V _ s °°, -eq /° /y, ' Zp�� w• \•° �O•I" / I .gyp frjJ1 vP/'Y �I \ \\\ �gS. / / ® Fm ,/O ® x� I / to? (''\� PA.E .norm HxE s+Nom J DRIVE UP WINDOW STACKING PARKING STALLS •°• 1' 7r' ', � / d ��y o / Yds ryP x ` 6, / / / ® 3��\y 25, I lO° CD ,,`p °h EL DA �� - TRAFFIC DIRECTION FLOW ARROWS / 7 �7'' 4 . '/ • / r p;".• .'6/� Or'�' / {,•(0`A `zi./�o. \\\\ ,�/�//jam; MvN \ 9 ^ ° Y ,�•• . q. . / l� uy 'hs x \ �'A •F \ // I v, 7 ' A / • R� � . 'I u " '- d: \ \/ ;/ .'� � f( �' -q., wAhA IN P+.IE B'Dws FINE GN o EP ,s rgtiT .N TYP \ \ // \ / I �. Aq Ni ,° �a3 �y- • a, 3TTY '��t / �DM y \ y7 y� ,� o\ R �\ ,� \ y �6F xa dip/ o��stooys qZ4 4,o \\pry x /\s, F€9 / o• hs ISO.a' ,3 n' . r•{. • 5R• °. ° ' .ba° ° 4•'PM qo ' A a�,�„ ✓ / ® \ \ �\ //S. 1 roQ R' oo gCcn Ne ° ••e cpd° i ° x CF 1, Ag• qe /°( /�� 2• \ / \\\ /N6 c / SEWAGE DISPOSAL SYSTEM #1 CROSS SECTION ° c+°M �l1- ?� !2, \�Ah .9�,e , x1156' \p \ 1 //' \ (NOT TO SCALE) e.ax I .4. • Y' // ° • \ .v o\ x�1.' ^a- 1 'o sp o f r ® h ® �,/i o I pq,� s"' L �` / / x.'°'s Q), �'1 ,• /.°' , ° • ' 5, ZJ\V \ { S "� < \7' ('J \ / Vp \\{- / /\\�/ r.Fl- FL lLu .DAG.ME c I. kNLWAv ME cl. MINCE RMDM0.AmY TIE c I. rI.NE RCIDWwAmI Tel c.I. FAWE e` xSLL `9 x, ° . W' 0 '"E Fd ,f /? �%� U• pq,�� y' \7 I 1I\ xw� ,yQ/I / •E.x OnsEcr'AsNO alsxm wnE cum(xsm rnwr) Asx GRACE (IxsEci rDIAO a sx uuoE ONSECM mwn U I\ J�o .IE�e ° . \\ /ole .,q, of , m mxnc aumxc cnaA T'-D• A I'-0• ' d`"° , °f• ° ° °° \ ., SLS/6 1 xb x F // \ Py ` / ' \v x" u9 / 639, 0o O ® e Pvc 'PE®I/r/tt.(min IN. uw, \ .9.d / / / O d IV.Is.. PINE I/x"/n ' "• x 4 \ ® x OC\ 7, / / x'5'1 < / - / / N0 Irry ¢ Jo2 v+. v- _ = s• I ,�T2 ,a •/ •caCS4 ° • •°//' sf �OT1t qc/ \\\ ® _ _1 0 / 9 hry ® / /� i / Z +Y, q Ix+.¢.0 Ixc EL➢d Inv ri u: mv.EL rl.o: y' NSC o?C ° /• a ,,p`- •C • / `p1P u•moPJiLs 0 0.M / '.. •r.�' . ° . �J y '•- s'JO d P°@ � �12 EXISTINb ElUILDIN6TO 4 STRUCTURES BE REMOVED /Y°i'kG, O QIfi- \\'\ .I. 90 Q ! / ��0 �Q' \\�\>��\ / / / ` 9• II�' \\\ x / o +9 //'• jY _ \\ ® 1�,�2' x n- I ® J r^� r?sfF1' / 3.1 Ei �9 ?t • S. `y fj d . '° • °� q' / • 4 Al9i� \\® XwLLIQ -c9 "'}➢.55 t \ryQ l., \• y.a �`P ur imp) \�/ X• \ (P� Ay'U\ryh / \\ 1 D ^ J / / 1,200 GALLON • / / ° ' •i/ • N SEPTIC TANK 1. • . 'y n ♦.f- •2 SE.r °y, T \Is/ , /� ,021 `\.\ \ / 0. \7� <0''� M^Y • y�` �G'•:p ° +l� �\ I I � 0/ / clrAx vND u,D cluvEL BonoM Fi;.Z' eonoM EL.5Z y : • o� r ♦ O BYLh a \ T6 i / /i/ b' / E b E "L' ,rye/ P• / SJA stl' �il'"P 1D qIRAs ® �\ A T,�'� --0 - - _ - / \\ QP \ \\\ 'Y 1 ry\'YO ///r. \10y /l / / (3) LEACHING POOLS _ \ DISTRIBUTION POOL 11 IV MIN. \� x� xi- \ I - / / au / / / SEWAGE DISPOSAL SYSTEM #2A CROSS SECTION (NOT TO SCALE) • 4.,y� 9- -- \ 1 ry0 ,1 j, / 11 G.Jules nppwp TYPE C iRM1E FwwR0 oUGF ."�wDMY ME C L in.WE 'I GRADE GIWIE k CqAy m MEC E 004 t0 \ ala y ./,iC`+ / / \ 1 ® ', Q' , \Myo / �o°�D ,� wI (msEci mooFi Oxsmr•Zffl) If.�yD Bxsccr Pxmn P'6. M 'o, y T {yl/ 9.f \ \\ 7y x P� yp c -c r nc".mmc sw,xc crosn 4 P toC,P�°,� 9'J * �/' y �/ x r0 ,', 4�U� Jr0' ® •Ywr AGN MME I/aT/rL �..) Ilmin) _)_ 'xlri. �\U \ -\/1y\//�"IL8//ems/\/I ? . 10 g I .•Pm Plre®I/eyN(mm = f'"4J, ! x F \ �' / �A P ° �'g d� >>'�\ //��/ l- \\ e zs \ / 3°y / SEWAGE DISPOSAL SYSTEM CALCULATIONS DD � F gOo 9 V. \ T y / a U�1 ry0 ///' \\`Qp'- �- / / (GROUND WATER MANAGEMENT ZONE IV) L {e 1. ALLOWABLE DESIGN FLOW = 600 GPD/ac. x 1,931 ac. = 1,158.6 t, 2. SEPTIC SYSTEM M7 + _ / PROPOSED DESIGN FLOW (NON-MEDICAL OFFICE SPACE) T L� Immo ® �' Q, 3,244 sq. ft, at x 0.06 GPD/.T = 194 GPD (NON - MEDICAL OFFICE SPACE) X, PROPOSED u o o - �a 3. SEPTIC SYSTEM q2A 1,200 GALLON Io-o• �,,yy0 + C,p N �q' / PROPOSED DESIGN FLOW (MEDICAL OFFICE SPACE) SEPTIC TANK ^ `SQ - y, 'M_EG �'1 `1 4.750 sq. ft. sf x 0.10 GPD/sf = 475 GPD (MEDICAL OFFICE) Us, CIL+I wm A0 WM�EL -BOTTOM EL ,S.Z' Np ,CS .6 \ 19 4. SEPTIC SYSTEM #28 •Q O� ` + Q'+ ` -- //g, 01 �O PROPOSED DESIGN FLOW (MEDICAL OFFICE SPACE) cgoueo OMTO, cL. ac E �� N� /.. \ x r , �'� 5 4.750 sq, ft. sf x 0.10 GPD/sf = 475 GPD (MEDICAL OFFICE) Y T T \ry0 °41- �1G O�� 5. TOTAL FLOW = 194.64 + 475 + 475 = 1,144.7 GPD (3) LEACHING POOLS /v R�• /` U6- SEPTIC TANK CAPACITY REQUIRED PER BUILDING •!��' x- q/ry/NG Wh A p�Pp o 33 0,��1 SEPTIC GPDYx TEM#1 GPD SEWAGE DISPOSAL SYSTEM #2B CROSS SECTION � PROPOSED (1) 1,200 GALLON SEPTIC TANK (8' DIA. x 4' LIQUID DEPTH) (NOT TO SCALE) SYSTEM GALLON SEPTIC TAN DIA. x 4 LIQUID DEP Ec 7. O 475 GPD x 2 950 GPO DRAINAGE SYSTEM CALCULATIONS C q _ . A DOAG,ME C.I.iRWE `WDwAr M r {pIYE nCMWAY ME CI. 47.41E xdGNAv ME cl fRWE `Vb S I �, }\ Q of �K,P PROPOSED (1) 1,200 G K 8' TH • mvEn IINSEC!PnECr) HLLmsx uM°E E. (Insmr xHwRO as�GIVDE A cD.nH IINseci PATIO FlKGRED GRADE .% (IxeFLI PRDDO �' 1 °° Q`' B. SEPTIC SYSTEM �' 2B ixv a ® Imo. Imm) rs-,rv" ',AAI cmhn Iuxo Tux NUMBER OF TRISUTA'31E5 = ONE e� C / �O a 6 C 9 ,9usr ieox PPE V•'/n- MI 117 9, 00 w x2J 43 ? , � \`y Qo`' 475 GPD x 2 = 950 GPD •'Pm NAE®I/e-/rt(.M DRAINAGE AREA WITH 100% IMPERIOUS = 54,292 sq. ft. "(' ryRq p•o• •60, ° DHA q PROPOSED (1) 1,200 GALLON SEPTIC TANK (B' DIA. X 4' LIQUID DEPTH) ren 1 - ASPHALT PAVEMENT. SIDEWALK, AND ROOF V °° Nw 5 EACH DRAINAGE RINGS 10'-0" DIA A = 30.9 RINGS b feO� 9. LEACHING POOLS REQUIRED SYSTEM #1 Hc.b- G. Iw EL n.r Ixv.EL as EACH IN DEPTH WILL PROVIDED o0 o•=O. u 44 < P au yp MAXIMUM 388 GPD x 1.5 = 258.67/31.42 = 8.23 V.F. -T 1736 aq. ft. OF CAPACITY OF IMPERIOUS AREA yo ,.0 O oa G SIDE WALL LEACHING AREA s € NUMBERS OF DRAINAGE RINGS REQUIRED - 31.3 RINGS 5 ,Syti A°°.r' x x o'("P PROPOSED (3) 10' DIA. x 4' DEEP x PLANTING BUFFER AREA WITH 10% IMPERIOUS - 29,850 SO, FT. y LEACHING POOLS (3)(125.7) = 377.1 SQ. FT. NUMBERS OF DRAINAGE RINGS REQUIRED - 1.8 RINGS I-CI �� #2A Y e'-D• P r;• TOTAL DRAINAGE RINGS REQUIRED - 33.1 RINGS 6 10. LEACHING POOLS REQUIRED 1.5 SYSTEM X31. ,q MAXIMUM 475 GPD x L5 = 316.67/31.42 = 10.1 V.F. TOTAL DRAINAGE RINGS PROVIDED - 35 RINGS ,� Sp 00 SIDE WALL LEACHING AREA UP2i /S Or• o PROPOSED (3) 10' DIA, x 4' DEEP >pe 1,200 GALLON G' f Ng LEACHING POOLS (3)(125.7) = 377.1 SQ. FT. e�e1111 Q, �F SEPTIC TANK ?' 11. LEACHING POOLS REQUIRED SYSTEM #2B W o �Q ZI MAXIMUM 475 GPD x 1.5 = 316.57/31.42 = 10.1 V.F. 7 N h W G.solo Ana ciuvEL \aDIIOA EL -BDHOM EL.S.Z TYPICAL STORMWATER UNIT GI / fie• SIDE WALL LEACHING AREA xss -¢sem = E -r zy PROPOSED (3) 70' DIA, . ) DEEP W N Lytes cgcurvD WATER EL JA' (NOT TO SCALE) (� LEACHING POOLS (3)(725,7) = 377.1 S0. R. Z S� gDNINE RAEACOVERmmCRi,GT felaTYPE6e.O, y�° PARKING REQUIREMENTS W Q oo DISTRIBUTION POOL (3) LEACHING POOLS ASPHALT OR GRAVEL SUNEME ELEV 11 5' 11YP.) Oq EQUAL G �Q 1 U 41 2Qo`, TOTAL BUILDING AREA 12,744 sq. ft yy[� ` e'TMICx REINFCpcm CONCRETE WGypO (BANK AND OFFICE BUILDING) E �TRARIC DGOING SLAG DYP H-Wc O' e W Da' PARKING BREDDUILDING FOR 33 STALLS NG 12' CORRUG. PE GRAIN _ 4e- BANK BUILDING PIPE OR APPROVED EQUAL o 9 1 STALL/100 OF FLOOR AREA Dsx RN._ x be' 3,244 sq. ft./100 To ERN Uxn ,Nm 12" cORRUG. PE DRAW O, PARKING REQUIRED FOR SITE PLAN & DRAINAGE & SEPTIC PLAN DESIGN PIPE OR APPROVED EQUAL " OFFICE BUILDING 40 STALLS UNAUTHORIZED ALTERATON OR ADDITION PHYSICIANS AND DENTISTS SE THIS SURVEY Is A VIOLATION NEW YO of Nathan Taft Corwin III 5 SPACES PER PHYSICIAN OR DENTIST James V. DA,�Lucca R.A. PREPARED w ACCORDANCE WITH THE MINIMUM EDUCATION nog OF THE NEW YORK STATE TOTAL 8 PHYSICIANS ,. STANDARDS FOR TRE SURVEYS (SHED EDUCATON HAW BY THE LLA.L S, ANO APPR ��qqaa C TEACHING RINGS (ml" AND OR DENTISTS X 5 FRED 4 FOR SUCH USE B THE $r COPIES OF THIS SURVEY MAP NOT BENRING ^ =•-O• BUNCHED PRECAST CDNC CRUSHED ,/1• _ H_H/2• SroNE C Land Surveyor \ TD (ml") wW To . 2e D. ALL AROuxh OF REDO) STALLS PER PHYSICIAN OR DENTIST G\5 - E ;2,u nrE A55ocIAnDN �P'C O THE LAND SURVEYOR'S wREO su1 oR o -(pFTO 'P EMBOSSED SEAL SHALL NOT BE CONSIDERED \, \ Be C - TOTAL PARKING REQUIRED 73 STALLS Q� P \C 5 Y11 O,p 'j' TO BE A VAUD TRUE COPY. f PER ZONING CODE G l,\ xSMLL GED MAGE RINGS ALL p 5 ti� CERTFlCAT ONS INDICATED HEREON SHALL PUN IIEACHwc DRAINAGE Rlxcs TOTAL PARKING PROVIDED 63 STALLS u P 11 * Q 2 * ONLY TO THE PERSON FOR WHOM THE SURVEY \, r E TOTAL BANKED PARKING 3 STALLS - D y♦( f Is PREPARED, AND ON HIS BEHALF To THE Title Surveys - 5ubdinslens - S,te Plans - Construction LDyout \ 9 IAXI IIJ3Rd BY PLANNpNG DEPARTMENT 63 STALLS - j TINE COMPANY. GOVERNMENTAL EON, A AND 1 r LENDING ASSIGNEES NOF�E ENDENG'INSEI- BANKED PARKING 3 STALLS �, P TUDON. CERTFICATONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-172] QUEUING PARKING REQUIRED 10 STALLS N"Yl 023655 yONr, /(t• 50467 OFFICES LOCATED AT MAILING ADDRESS QUEUING PARKING PROVIDED 10 STALLS F v'FQ Q THE EXISTENCE OF RIGHT EC WAYS OF NES WNDB ANO, N EASEMENTS OF RECORD, IF 322 AD, New AVENUE P.O. Box 1931 N.Y. c. 50467 ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 REVISED SITE PLAN LANDSCAPING PLAN SITUATED AT • MATTITUCK Oe 6�PR •',' .,; ':' '. . � ,' ARPRav�O' By TOWN OF SOUTHOLD GPA rr`D PREM SES + :'. ',•. d `�. ' °.: ` / PLANNING BOQ�D SUFFOLK COUNTY, NEW YORK TO�NN OF SOUTHOLD S.C. TAX No. 1000- 122-03- 1 .2 Qti S.C. TAX No. 1000- 122-03-02 fP6 �lARE9GR�K H DATE S.C. TAX No. 1000- 122-03-5. 1 5T }F E, IEpIOHAVENLE - �� S.C. TAX No. 1000- 122-03- 17 SCALE 1 "=20' JULY 12, 2006 KEY IYSArDECEMBER 22, 2006 ADDED SITE PLAN JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY SCALE "=6Q0' ° q / OCTO ERG 19. 2007 ADD DDDD DRAINAGE P& SEVER JANUARY 24, 2008 REVISED AS PER NTSDOT LETTER f n� .; •' ` ,' / ..,,.,> FEBRUARYAPRIL2?20080REV1 ED ESITESITE PLAN PLAN •, N,i ° •' \ / _ APRIL 9. 2008 REVISED SITE PLAN �y ,,��w✓� ^'" SEPTEMBER 12, 2008 REVISED SITE PLAN V y \` NOVEMBER 6, 2008 REVISED SITE PUN .. a ��I AREA DATA ab ' S.C. TAX No. 10.1 -0 3-1.2 .2 aq.o. m +A i S.C. 2 TAX No. 13346 sq. }f. a • / �. .,,,,,,,.w. - 1000-122-03-02 0.306 cc. �. q S.C. TAX No. 40,618 sq. ft. �p 1000-122-03-5.1 0.932 ac. S.C. TAX No. •, ,• ,I, / 20,038 aq. It. 1000-122-03-17 0.460 cc. 1.931 ac. TOTAL 84,142 sq. ff. 4 + ' y; NOTES: •° /` ' 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM ;'F'::' j •,• / '.' / EXISTINGELEVATIONSARE SHOWN THUS: FIRST FLOOR y • / A - GARAGE FLOOR 2. FLOOD ZONE INFORMATION TAKEN FROM: `a1 ° FLOOD INSURANCE RATE MAP No. 3610300481 G "'L a • , d /+1 ZONE Xe: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE ' ! DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN S 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. 7C� S), SITE DATA: ° fib/ \ S/, ZONE %: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. 5, 4tTOTAL LOT AREA 64,142 S0. FT. r \ \ 4Qg TOTAL ASPHALT PARKING AREA 42,636 SQ. FT. 3, SEPTIC SYSTEM STRUCTURES SHOWN: .4 TOTAL SIDEWALK AREA- 1,959 SQ. FT. �5 \ TOTAL ROOF AREA 9,697 S0. FT. , �.. 4 TOTAL LANDSCAPED AREA REQ'D 35% (29,450 SQ. FT.) '' '° ." •Y • �/ \ TOTAL LANDSCAPED AREA PROVIDED-35.4% (29,850 SQ. FT S .) .1' •/ PROPOSED EXPANSION POOL a ,[ TOTAL LANDSCAPED AREA PROVIDED 44.3% (37,304 SO. FT. / A \ •9 AREA INCLUDING THE FOLLOWING SITE TEST HOLE Q k �9ROAD ACCESS AND PEDESTRIAN WAYS °• •i4p` '^' ° / . © \ C�,, MINIMUM S1DE YARD PERMITTED-25F PROPOSED LEACHING POOL PROVIDED SIDE yPR • ' ' ° / c O A�dl� MINIMUM TOTAL SIDE YARD PERMITTED-50'4 • e q ?' , Q\ A N 91f' MAXPROIMUM BUILDINGIDED TOTAL HEIGHTTDE DPERMITTED-35 9 p O PROPOSED SEPTIC TANK A PROVIDED BUILDING HEIGHT 34.5' (OFFICE BUILDING) 26' (HUDSON BANK) p hl © MINIMUM FRONT YARD PERMITTED VARIABLE ].. / l \ PROVIDE FRONT YARD 52.5' (OFFICE BUILDING) 81' (HUDSON BANK) 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD aJ O r'" LOT COVERAGE PERMITTED 30% ° + " •' d� ■ �'A LOT COVERAGE PROVIDED 15.6% OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ° ), ••• a ° • . J e / ■ ■ ■ Q 5. PROPOSED TOTAL BUILDING COVERAGE = 9,289 sq. ft. OR 11% OF LOT AREA '' ' '' 'qp'f" • '2 yl' •., / q ■ (EXCLUDING ROOF OVERHANGS) .. A• 'a n , gar 4 ��° ,• • ,• • 7 '� •^" /'4H `I' " `d � 5. PROPOSED TOTAL IMPERVIOUS AREA = 55,500 sq. ft. OR 65,96% OF LOT AREA (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) ' •„P� , • p •'`S. q. •,• ` /9' ° 6. TOTAL LANDSCAPING AREA = 28,642 sq. ft. OR 34.04% OF LOT AREA ,gyp• , e 7 -lb (INCLUDING BUFFER AREA) • ° 5� , . �� / �" ±'am 7 . EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND ' q: n`\,� � ��.�6 • � ° °°°°°°° © REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. / -gyp ;+ °Dee°o ! °ao: / \ACtti ?Op LEGEND •� r y , T.C. - TOP Of CURB /N� + ELEVATION 12.5' EXCEPT AS NOTED ON DRAWING •� a� /w �l•�'S, W T.A. - TOP OF ASPHALTq4'' ELEVATION 12.0' EXCEPT AS NOTED ON DRAWING n \ • +?`� \ ` a IL / T.C. - TOP OF DRAINAGE INLET TEST HOLE DATA ELEVATION 11.5 y ° � q • Ob / \ •\ \OO •�/� //`I' ©'t' �`I' '1' ,I� (TEST HOLE DUG BY MODONALD GEOSCIENCE ON JUNE 8, 2007) T.W. - TOP OF RETAINING WALL ,� D. ELEVATION 12.5' TYP. ° : ' a .a • !�'A�1 «««a«« ♦ J. O ( J `�ON •\ y y W W qA0" . ,•, ® - A/C CONDENSER UNITS Mu® SND.ND Eow e ,rfr- pD✓' \ 'I' C 4- \ "` l `H `V© `Y PROVIDED PARKING STALLS is y .• ,, (Y� ° 0 ',!o,�Clll"`STgL O \ \J .1. W m -.Nsm wro sM �7j - BANKED PARKING STALLS AA ° - VF'� ' DRIVE UP WINDOW STACKING PARKING STALLS �v [ �. �a ,�yy.a( MAMA 1FME .WAD Y a Y HQ� q. Q afl '' pry1. we-DO, - TRAFFIC DIRECTION FLOW ARROWS 4 Wt • � • Ce 43 "•° 'AT> a .. ' ♦ °, i Y < Om " W /• Ok. '• ¢?9 / WlFlr M FNE MGWN RHE YND Y 4 • . 000 v, %/ ,� Oa dG ` Q q�N N a' J",tl•�'• / m V /' wtsT4 t CSS Jy� C'T/j/d f „ L� or TIME MUST Nor BE CUT a / +PAt 7/ O O ° .y*J. y W W E e Ae°o swam. Au wma wNL 2. ♦ �' '' a• A ,• qTR ", ,) O e / (O els W W y W t n Som WALTN Ro TR[T a C C ° /'lb zb` W y Q W MIrRwK DF TxEwwo ov]611n1F! ] RNE uIN xu Tm r6wo • A A r 4JE,G\1E• ,( O .k J. W y OW W 1 N SOU N Sett OI !hlfm 1D J\� N C ` ,.qyt� O ° L \,� \ v ,1. ,r w W a]VOD vM1R� Nt y'fR6i +� ,. ° "" O ° / A�yF� D � � we 6/a RMS6e1 IIOSC 14• law N h , • • ° • •A• A n//•' • O L / S OO W//13�� >/� �(�V deLIMB NC e a1F,11 LbOP as T�FIt pF TIIUMf h• ^ O 'M1R \ �'A'` +�(� W Q W Y •41 CP WNM Mlel rLWIMO. ! a !' •� • • q� ed}Ny / A'1 /W / W W / L Y W S TWO 3" LIIWt PWIIMO I•„' y , .aN a ." , '• '1'fj. 411 '';'�/�" 1- * FY' ♦ '7(s STAKES OR 4" AND ` • ° „ .• •,c. :, d ,g' �T RD 41 E%ISTINb 6UILDIN6T 5E REMOVED 000 + ° -.t • O'/" ,r W,� © "' V W v .L,� L yet W W 111FE MRF RC PI/Mm AT VAE Lf,EL RFast THE GR LONOFII INR LSO '.t. + tF' e• t B/STRWriRoEIS � . /A '1�' dFO� / \\ W J" W W Y W ® W TO ]IMIIdIwNp aNL At �N OUTSIDE �PVMRN RT. ♦ E� X " a removes rN[N[[ > N110 T• ° q, L. "�1.;. !'. e 0 ° O O ` p 0 1N1 L W ■ W W W W ,\�. PLVIINO SOIL SMALL • • • +,tD'NtP� ��.N.,.t, 7 O © ::: * R ` \\O OF ROUTS, OOR SmmLANRDRTOQ ° OO /Aflel TIFCTIUNTTaD TREE LM wlAaL.LIOa1IROOf MUMDIFEM1CIE/lEMf ] ap11Ol pF Rm1VLL MIST SIT Qt IR4aSM1AlEFD SOA. F•/ ycT�4+A - �`n I ea '1:.':r.yOO D o ° W W N+ 91am°!m oulooio IRE COMPACT T 'MY y W W W W a STAKED TREE AND BALL ROOT COVERING DETAIL / G d' W y W (Nor TO SCALE) aW \ y �, W W W 517 �•T' ♦N a �A• O ` O ° e T r.0 Q heti sfrke' ��`�2. W � W 87 W � ° 'V• ��.f�' �. W � W SFS 0 ati +• �� o .oy`��. , tee, �; e C1 fDW M1• a TYPE PLANTING DATA SIZE QUANTITY S W W H OROVNO LILAC TO al[ [AM[ Ie y{�ylpY�O AC�yp��9�q�_� S 6 �(� AT THC NYRKRY 'lotSUGAR MAPLE0'!7',NR' (S'0 �R,w ,� a'o`"' PP" c ,v�(v`��_`'�J 2-1/2" - 3 1/2" 5 O „��9'C�99 Q y1 1 � uTRucT EARTH eAucen w,rH `+.J (AGER SCCHARUM) DIA. O `IP sL� . Wry W .Y W 0 O 40'-0" O.C. AX. Q+ y Q . \ 0 •yi H n�f• [MOVC [ML1F FROM TOR y[•Tp [' Z OF .ALL b b /i- l^.s� J�LOgI''�W 3 [ACKFILL WITH TOR[OIL! REAT- ♦♦! FY +gyp- O•. yV`• YlJ]I' LO uoss [It[�IWAT[It A.0 M.e,M [ EASTERN RED CEDAR bb 6 \ / * W EJv �kY 4 Q (JUNIPERUS VIRGINIANA) HIGH 5 -0 104 \b +.*+ + �, O 8'-0" O.C. MIN. + + + + + m Ay W fj IN FOL [P ttLLo.00 OT+ + + + + ' F' WITIOK O,L FO^ 'L;NTS UOVER0 HOH NICK'S YEW © + + Q •'.�G (c&' LeJ tee' + ff�� [NRU[ RLANTI Was O[TAIL- FM ALL �HRM[[ [ALLCO ANO [UREA"[O 72'-0" I 1fi'-0" p (TA%US MEDIA HICKS) DIA. 86 �v Sfa„ �� • 4'-0" O.C. MIN. i 1 O ')'} %A 0. ANDORRA JUNIPER (JUNIPERUS 12" - 16" O HORIZONTALIS PLUMOSA) DIA. 134 4T J Q O 4'-0" O.C. MIN. � ��Hj. ryAJ00 NN 4L .6 l S a 5 DWARF BEARBERRY ((PI2GM 01 O.C. MIN. � 6 24 12" (Day DIA. 774 0,'°• +! • '-0 �.,.I � h � S6M1` . GOLDEN MOCKORANGE > PARKING REQUIREMENTS " - " (PHILADELPHUS CORONARIUS PIRA. 7 AUREUS) O 6'-0" O.C. 'Th EP TOTAL BUILDING AREA 12.744 [q. ft. /Sid*�Y �00 (BANK AND OFFICE BUILDING) DILLARD SPIREA16" - 24' a PARKING REO'D FOR 33 STALLS ■ (SPIREA BILUARDII) DIA 17 BANK BUILDING O 6'-0" O.C. �, 1 STALL/100 OF FLOOR AREA 3.244 aq. it,/100 BEAUTY BERRY 16" - 24" PARKING REQUIRED FOR 0 7 OFFICE BUILDING 40 STALLS SITE PLAN & PLANTING PLAN DESIGN (CALDCARP DICHOTOMA) DIA.6 -0" O.C. MIN. PHYSICIANS AND DENTISTS 5 SPACES PER PHYSICIAN OR DENTIST TOTAL 8 PHYSICIANS James V. DeLucca R.A. O THOURNLESS HONEY LOCUST 2-//2" - 3 1/2" AND OR DENTISTS % 5 STALLS PER PHYSICIAN OR DENTIST (GLADITSIA TRIACANTHOS DIA. 6 TOTAL PARKING REQUIRED 73 STALLS INERMIS) PER PLAN PER ZONING CODE TOTAL PARKING PROVIDED 83 STALLS ANNUAL FLOWERS TOTAL BANKED PARKING 3 STALLS {IED ,qR AS REO'p A5 REQ'D AS REQb U l TO THIS IAM Y 15 A Vc TI ADDrrwN TOTAL PARKING REO'D 63 STALLS C J, TO MIS SURVEY IS A NauTION of BY PLANNING DEPARTMENT PREPARED IN ACCORDANCE WITH THE MINIMUM SECTION 72M OF THE NEW YORK STATE Nathan Taft Corwin III BANKED PARKING 3 STALLS O�� STANDARDS FOR TOLE SURVEYS As ESTMUSHED EDUCATION LAW. PACHYSANDRA (GROUND COVER) TED QUEUING PARKING REQUIRED 10 STALLS BY THE LLALS. AND APPROVED AND ATE LAN W PACHYSANDRA TERMINALIS FOR SLAC EW YORK STATE LAND COPIES OF THIS SURVEY MAP NOT BFAAING Land Surveyor (( ) AS REO'D AS REO'D QUEUING PARKING PROVIDED 10 STALLS imE �DI},1E ME LVID SURVEYOR'S INKED SEAL OR ,y AS REQ O �+ W yO EMBOSSED A VNJD TNUHE COPY. BE CONSIDERED ` cTj -,PFTco 'SjE, CERTRCATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM ME SURVEY 023605 O¢ IS PREPARED, AND ON HIS BEWLF TO ME The Surveys - SubdNiaions - Site Plans - C.rotructioa Layout o F `( * - * TITLE COMPANY, GOV RNMENTAL AGENCY AND OF NE`N - LENDING INSTITUTION OSTEO HEREON, AND TO ME ASSIGNEES OF THE LENDING INSR- PHONE (631)727-2090 Fax (631)727-1727 TJTON, CERTIFICATIONS ARE NOT TRANSFERABLE 604 THE THE EXISTENCE OF RIGHT OF WAYS 22 ROACES OKELOCAVENUE AT MAILING x 19315 AND EASEMENTS OF RECORD, IF 322 ROANOKE AVENUE P 0. BOH 1931 S. Lic. No. 50457 - ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 REVISED SITE PLAN LIGHTING PLAN y SITUATED AT MATTITUCK �QQ pyo >`' TOWN OF SOUTHOLD PREMISESw / 6Y SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 122-03- 1 .2 p�ANNING4�AR� S.C. TAX No. 1000- 122-03-02 / � fqA - .yyyf_S CIAFTX a , wM SaVTHaUQ S.C. TAX No. 1000- 122-03-5. 1 �uanAEME � : mm TOWN S.C. TAX No. 1000- 122-03- 17 E. "; • •'° • DATE SCALE 1 "=20' JULY 12, 2006 ° d KEY MAP / ACCESS OOft FlI(TURE/ARM a w �[ 3 DECEMBER 22, 2006 ADDED SITE PLAN SCALE ) "=6DQ' 4 . , ® o UNE 27, 2007 ADDED AUGUST 27, 2007 TOPOGRAPHICAL SITE PLAN SURVEY " ' ° OCTOBER 19, 2007 ADDED DRAINAGE h SEWER JANUARY 24, 2008 REVISED AS PER NYSDOT LETTER ' FEBRUARY APRIL 2?20080REVl REVISED ESITE ITPLAN N • APRIL 9, 2, 2 REVISED SITE PLAN / Nf SEPTEMBER 12, 2008 REVISED SITE PIAN NOVEMBER B, 2006 REVISED SITE PLAN 2• DIA, CANDY CANE g AREA DATA 125 WALL THICKNESS 3' IIS`.; i0'•,. G061-T6 STRUCTURAL �C N S.C. TAX No. 10,140 sq. f}. �¢ GRADE ALUMINUM y 4 1000-122-03-1.2 0.233 cc. HALIPUNG ICH- 1 00-1122-03-02 o. 130306 Co. f/COUPLING lXX S.C. TAX No. 40,618 sq. ft. ° AGE 1000-122-03-5.1 0.932 cc. sGUacEBALLAST COMPARTMENT S.C. TAX No. 20,036 sq, ff. ¢ 1000-122-03-17 0.460 ac. ADVISNIGHTSKY ROOF OPTICS A➢VISE TYPE 3 or 5 TOTAL 84,142 aq. f}. 1.931 cc. TEMPERED FIAT GV5.5 LENS w a d ' NOTES: w.; 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM ' � , .�4 A �. EXISTING RRRST ELEVATIONS ARE SHOWN THUS: i • • : , Y n - GARAGE FLOOR , i 4'TO 3'DIA. TAPERED POLE 2. FLOOD ZONE INFORMATION TAKEN FROM: 'R, " ,;y'` . • 'S, / 125 WALL THICKNESS FLOOD INSURANCE RATE MAP No. 3610300481 G 6063-T6 STRUCTURAL '. e • ..< •' GRADE ALUMINUM ZONE K AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE ;' DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. :4' 0 S SITE DATA: 1 �• POLE WELDED FOR SINGLE ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. •' 4• 6b/ \ Sj, UNIT CONSTRUCTION TOTAL LT AREA 64,142 SQ. FT. 40., TOTAL ASPHALT PARKING AREA 42,636 S0. FT. ' 3. SEPTIC SYSTEM STRUCTURES SHOWN: • / 6' DIA. STRAIGHT SHAFT TOTAL SIDEWALK AREA 1.959 SO. FT. \ F - 0 6011 STRUCTURAL TOTAL ROOF AREA 9.697 S0. FT. ,�1'•y adi' .e .' .Y' / GRADE ALUMINUM TOTAL LANDSCAPED AREA REO VI 35% (2Q9,8 S0. . F PROPOSED EXPANSION POOL •"A . O`" \ TOTAL LANDSCAPED AREA PROVIDED 35.4% (29,650 SQ. FT.) ( , •'4 ,,['".•o •E• TOTAL LANDSCAPED AREA PROVIDED 44.3% (37,304 SD. FT. ` A, ' /" +W' -FST HOLE \ AREA INCLUDING THE FOLLOWING SITE • • ,,f1P� +s 'Y �d�O b ROAD ACCESS AND PEDESTRIAN WAYS ° "` ,9='9 • '• , t• pwe+ PROPOSED LEACHING POOL T. R „ ' q HAND HOLE COVER SECURED WITH TWO STAIN-ESLESS MINIMUM SIDE YARD PERMITTED 25' / i -� \ / PROVIDED 510E YARD 17.4' y • ':` yP •, - - / \ H df� STEEL SCREWS AND ONE GROUND SCREW MINIMUM TOTAL S10E YARD PERMITTED50' •;e F ': y / aw�' } ' , • • ,y � ' / \ \ \ \ / 'Ehs, 13.75 DIATWO PIECE BASE COVER SECURED WITH MAXIMUM BUILDIVIDED TOTAL NG HEIGHTDE DPERMITTED -33'8 ' I1 xN� / ^ \ STAINLESS STEEL SCREW, .750 WALL THICKNESSO PROPOSED SEPTIC TANK " '° ` 1 "•' Y / * ` * FOUR ANCHOR BOLTS PROVIDED BUILDING HEIGHT-34.5' (OFFICE BUILDING) 26' (HUDSON BANK) p .. A`'. X ��r� � MINIMUM FRONT YARD PERMITTED VARIABLE XA , / I \ \ h \ �4 PROVIDE iRONT YARD 52.5' (OFFICE BUILDING) 91' (HUDSON BANK) P'" LOT COVERAGE PERMITTED- 30% 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD e 'a ' �; / LOT COVERAGE PROVIDED- 15.BX OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ° ' ••• , A , • n 4 9' / ! ♦• / , $. PROPOSEB"TOT*t BUILDING""COVERAGE--=9,,289--sq--ft. -Ok 1-1-5E-Of -LOT--AREA r - - - .,r� • ' " ;a y14.'•' ,'a '' \ \ \ / \ \ \ (EXCLUDING ROOF OVERHANGS) e •e , /� 'aFP,. 2 e / ` / jv ( 7 * 5. PROPOSED TOTAL IMPERVIOUS AREA = 55,500 sq. ff. OR 65,96% OF LOT AREA ° / / \ "FYe _ (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) Fj3�r �'' ^ a. ! •`� # /9 - �� 6. TOTAL LANDSCAPING AREA = 28,642 sq. ff. OR 34.04X OF LOT AREA ° y,f , • (INCLUDING BUFFER AREA) .? X 7. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND ,h\jl• ,C1 +Y4g' ';"• ' / .(` \ �� 1\ I ';: :,;,.:,�''t,,,,1 / \ Tip REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. f 1* f ','w'o -�-� I \\ ��/ \ 2000 LEGEND: T.C. - TOP OF CURB \ pt ELEVATION 12.5' EXCEPT AS NOTED ON DRAWING a ,Iy 1 T.A. - TOP OF ASPHALT p,•. l,. 1�, :'°"iiw�"'".6(,!�;I!;:;I';:�:�:`?I!:Gi' $i'' i")EI:"")�Y:6LYdl:a,',.`i: ii' .. � / 'S, . �,�" ' ••, . � , s. / \ '� a � ; ', rd,r ( \� I I \ , \ p' ELEVATION 12.0' EXCEPT AS NOTED ON DRAWING ° yYYY \ R / b * �y t \�T�\\ 1 �/ • T.C. - TOP OF DRAINAGE INLET (\`� I I _ , Q TEST HOLE DATA ELEVATION 11.5' (`` • ". •-Ns �' j\ \ I \ ,/ I Q (TEST HOLE DUG BY MCDONA n GrncrncucE ON JUNE B, 2007) T.W. - TOP F RETAINING WALL �. ••� , ° A, . : u.e' _.e..._ ELEVATION 12.5' TYP. \ I / I %A ,•, ullo-n fun .wo ear ® - A/C CONDENSER UNITS ,4, e • C' ` \� / / I �• AC/�� \ �0�. J PROVIDED PARKING STALLS I, •gP d n TVA/ \ / \� 9Aip `47, �c \\ I / � elAwn s<n wn fM \5/ - BANKED PARKING STALLS '" 4� , a�-h• :•• v.1.• �Q� / / \ / �,✓R s. •.' (3' + ° � / 9" \ / - LD1 :S ': 'x �'/�>\ \-` / +4j� C _-�- DRIVE UP WINDOW STACKING PARKING STALLS /q/) • ' • e X '- I / ` TRAFFIC DIRECTION FLOW ARROWS / \ 6 ©/ �' S a a S�Sj40., _ • rz. N ,WE .Icon Hx[ fuw . < - - Al o� " NOTE '•, �fNt ALL LIGHTING, EXCEPT IN ATM AREA (UNDER CANOPY) cN' WILL BE IN OPERATION FROM DAWN 1'0 DUSK �N� .4�" • ° �. . y ./ \ \ / / � / / /I f - ?• _ ( SITE LIGHTING tJ • • • ° e 7. `I`'�r ' Z T ? 0., `V, 1\ \ \ �r ` \ i / \ p \ - - * STERNA RGR03VINTAGE LIGHTING N•. ' y NS+,`� ` \ CAST AND SPUN ALUMINUM HOUSING, FORMED 7 '4 X07 SEGMENTED SPECULAR e ' •a • �J 41 ( Axw \ j AND SEMI-SPECULAR ALUMINUM REFLECTOR WITH ` ° A / \ / Qr \\ \ //� � �Y 4 �+ � "' WHITE ENAMEL 6 •° , s', / A \ /// j � \ '39' �00 N IN FRONT ABOOVE LAMP AND BLACK ENAMEL SECTION. A ' 'f' y •Y I ;F7, ®® K`N. P. is r\I / / / // •a c HORIZONTAL FOOTCANDLES LIGHT LOSS FACTOR = 1.00 e/` \ \/\ / / \ qD _ , r - / \ TOTAL NG ENSHEI PER LUMENS T 5600 P' e * +F/ r.g• EXI5TIN6 BUIL-VINdN5 GE REMOVED Q'TE, 'F o : / \ / t• I / MAXIMUM CALCULATED VALUE = 7.53 FC _ ` \ MOUNTING HEIGHT = 10.00 R • 4 - _ \ // \ \ ARRANGEMENT: SINGLE ARM LENGTH = 2 FT R ' • ,. / • 4 ® I /( / \ 1 TOTAL NUMBER OF FIXTURES (22) e V 1l S I \ �a r1' SCALE: 1 = 0'-0 • ° CI IGILAR WALL MOIMT . RUUD LIGHTING ( DEEP SHIELDED 5 CE8407 �Q \ \ " J / - t CIRCULAR SECURITY/ DEEP SHIELDED q r - ll // \\ D - / \ / t'r Oaww"wH' W w,r 1 :"-'�` 70 WATT AND, BD17. CLEAR " / / , \ \ \ \ // I \\ / or P•.:1��-r1n fr Oal,.,l HORILIGHZONTAL FACTOR FOOTCANDLES 085 _ TOTAL LUMENS PER LUMENS r SOLO A.aw w ED VALUE _ 9 � / J / // � \ � � °•`-�^wa' MOUNTING HEIGHT = 10.00 FT y ` // / �if�l °rL ARRANGEMENT: SINGLE a Ao n° (- / /' / J / \ \ �( / \ '� TOTAL NUMBER MAXIMUM U OF FIXTURES (4)4.30 FC �A''T- b• / \ _ /o -war �/ ?' / y \ ` / \ d 4 Lwax•n LSCALE: 1' = 20'-0 A ' / \ �. ,YI ,p• " Rf OMEGA RO VINTAGE UGHTINC 4 / dJ/ [` �" `• a w°�r,'� OMEGA R05N VINTAGE CAST AND SPUN ALUMINUM HOUSING, FORMED O /p ( 111: y'/ '.yM1 wwien n„cw.•.a,r nH„fx SEGMENTED SPECULAR - _ / fNMM.rMrwMw wnNl,.Yn�awwy AND SEMI-SPECULAR ALUMINUM REFLECTOR WITH Al \ or .++I r°� rw' Iii..Ys SECTION-ABOVE LAMP, CLEAR GLASS ENCLOSURE. C 'V \ / WHITE ENAMEL ( ONE CL R HORIZONTAL M57 175 WATT ED17 Not yO� O 063r''" / 4O�OI UGHT HORIZONTAL SS FACTOR MOLE 00 Y� b b ry a / /" OB��S R BRMINT MOUNTING TOTAL MHEGHT ENS R LUMENS10.00 FT 5600 bFO b�O p / 4��D0 12" (305 mm) RECESSED CANOPY LIGHT MAXIMUM CALCULATED VALUE = 6.76 Fc ARR.\(�' ,�,��pS - ARM LENGTHY=52N FTE .(� 1/ h .r1S-A/e. NuwMR Rilafw r TOTAL NUMBER OF SINGLE FIXTURES (9) �Z\ 3'I +I:' N/ „ _ / A 4f' �'1' i `•{,t�0� " � Fw mcNrdc �A"4r.lulUMW 0� -�'�1 `n , +\q'`v, O'' W q �o1rIm"4 / �P 9 SCALE: 1' = 20'-0 6P' OMEGA RO VINTAGE LIGHTING ® OMEGA D SPU MO CAST 5 N 60, 2p' b� Hr.rW,. --__- SEGMENTEDSPECULAR HOUSING, FORMED L,tV� ryti� N N 41' C-2 n�ya /-�,a� i AND SEMI-SPECULAR ALUMINUM REFLECTOR WITH S m. WHITE ENAMEL 0'S• o Fewaei , I SMRs IIYeY.r ONESECTION ABOVE LAMP, CLEAR CLEAR HORIZONTAL M57 1755WATTCE017 RE. x.M o...I:w Mote%: 175W MH c PARKING REQUIREMENTS Two rows of HORIZONTAL FOOTCANDLES Vump� fixtures et LIGHT LOSS FACTOR = 1.00 Our a,"on. `-1rr Fl„s TOTAL LUMENS PER LUMENS = 5600 TOTAL BUILDING AREA 12,744 . . ff. p `� fr O►ow+a++.n 6.OOFt. O.C. _ 9 i .. MOUNTING HEIGHT = 10.00 FT 7`Ff Or' (BANK AND OFFICE BUILDING) �7A5L LL / HYAfq.eA^S wAtl �,~"•� MSO. ^1 MAXIMUM CALCULATED VALUE = 5.78 FC C •s�fo. ,5 f PARKING REQ'D FOR 33 STALLS Q6T�\ EJQo' % �� 15.MIesla Awn -- ARRANGEMENT: DOUBLE y d NGTH 2 FT BANK BUILDING O'7,N i - = "',,� TOTALN UMBER OF DOUBLE FIXTURES (2) c.H 1 STALL/100 OF FLOOR AREA 1 3,244 aq. !1./100 PARKING UIREQUIRED FOR ��/, ' �Q.� /� ', A� %-� 1' OFFICE BUILDING 40 STALLS A0 PHYSICIANS AND DENTISTS - 5 SPACES PER PHYSICIAN OR DENTIST TOTAL B PHYSICIANS AND OR DENTISTS X 5 STALLS PER PHYSICIAN OR DENTIST SITE PLAN & LIGHTING PLAN DESIGN TOTAL PARKING NING ODEQUIRED 73 STALLS PER TOTAL PARKING PROVIDED 63 STALLS James V. DeLucca R.A. _ :,,?.. " "•`� TOTAL BANKED PARKING 3 ACLS TOTAL PARKING REO'0 63 STALLS `{, NORIZE0��AUTERATION OR ADDRON BY PLANNING DEPARTMENT ` �/ �¢ED , „ 7o'TIIS,sUR4M Is A WOUTION of Nathan Taft Corwin iii l' PREPARED IN ACCORDANCE WITH THE MINIMUM i Wpm 7208 OF THE NEW MRK STALE BANKED PARKING 3 STALLS (0� sd Q Ar STANDMDS FOR TIRE SURVEYS AS ESTABLISHED K _>ETIUCAnON LAW. TED QUEUING PARKING REQUIRED 10 STALLS 4 F Far BY THE LA.USE AND E NEW YD AND ATE LAN NOT Q' U. / G MES/SSO:IATION THE NEW MRN STALE LAND THE1-ANDFSU THIS RVEYORSINK D SEAL OFBING Land Surveyor QUEUING PARKING PROVIDED 10 STALLS - e(� ••-�`�S�•' EMBOSSED SlI SHAUL NOT BE CONSIDERED * ' y �EOF NEW), ro BE A vALIG TRUE coPr \..� / •' A,P �pFTG 'P CERTIFICATIONS INDICATED HEREON SHALL RUN V ' S a �R 'F ONLY TO THE PERSON FOR WHOM THE SURVEY J,1 SQ- 6 PREPARED. AND ON HIS BEHALF TO THE Title Surveys - Subdwisions - Site Plans - Construction Layout ` -TLE COMPANY, GOJEXNNEMAL AGENCY AND 'Ub 236 -ko * ~ - * To THE INSTITUTION F THE IHEREtOiO'wNIDI- O,1J 0`9 F OF EPHONE (631)727-2090 Fax 631 727-1727 \V\ N TMON CERTIFICATIONS ME NOT TRANSFEPABLE. ( ) ( ) \ OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 322 ROANOKE AVENUE P.O. Box 1931 "YS 50467 ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD. Now York 11901 Riverhead, N.w York 11901-0965