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HomeMy WebLinkAbout1000-102.-3-1 04;�7, REVISIONS: SITE DATA10117/05ZBA SET ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 9 AM AND AFTER 4 PM. 01 aro5 oorsE ZONE R40 TAX MAP NO.: 1000-1D2-3-1 NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. PROPERTY OWNED BY: NIGHTTIME LANE CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR PROPERTY OWNER. BARBARA JOAN LUTZ RQA PROPERTIES,LLC P.O. BOX 389 APPROVAL FROM THE STATE PERMIT INSTRUCTOR. 29950 MAIN ROAD CUTCHOGLE, NY 11935 LUTCHOGUE,NY 'I}QpNpBReIONEn,P BSTNAT TIM CCOMMON3�THe BITS PLAN IOOQSI(p ACKNOLEM PROPOSED USE: AUTO REPAIR RO ALSETFORTNOITNE RFSOLUHONDFMPROVALOATBD / �'i(L ARF ACCE,rM0-(SFEOONDHN7NSON KE'SOLU110N) TOTAL AREA OF SITE: .86 ACRES {/t, �''`� `(}✓,`�') '}J,Sy EQ A R nn $ L„ L 37428.4 SQ FT. ° a Y• �'` n a ° •`ar x ry MISE MN ---r 20NI GOIUILDIN: R40 .�1.l�Ar9 ry` 6 ��- _1 �RER F BUILDINGS: a a a a TBL DATE EXIS TING OFFICAUTO REPABLDIR 130 S.F. g, °t n $ 9 *np p 'Tp ° jF AVfHOft2ED SNiN EXISTING AUTO REPAIR 16205 F. p p YA ' YF aY-1 °' A Iry Y'.s 3Z w y y ¢ ql • tH o Iq PRonneM Ta NSIA POSED AUTO REPAIR 17595.F. °290 $.BQ orvswav9Gx MmxsiAu APPROVE HY BU LDINGS TO BE REMOVED: . > - -.- T '--' AS PEn FUNMA uc,m ARD 2925.F. .RMANU= THE TOKEN O BOUTHOLD PLAWMNG BO SH DS coxr""LRo�oEVlc�s(MUT-) ��� CENTAGE COVERAGE: t-FENCE ASPHALT 2 slGusro eE lxsrnum on „J pA76 E%I NG 47% o r., •+• _- ii p Tna slog OF ORrvEwnvan ------�^�'� 71111E N TG+ O OINNGRGPROF`MI AVP ORIZEO SIGNATURE ROPOSED 9.7% a vdid f&ILOINGS TO BE REMOVED -0.6% m �= NOTE:The Approved Site TOTAL COVERAGE: 8.8% j,' a PARKING `� ® �I Ln D nnpfO 9'%19'MIN. -` �I O_ A Aperiod of three(3)Ye^� � ��M" VA AA per AREA OF PAVEMENT: Rp QI 4 P ' 'J PROPOSm00.YMElL WICMT[ ~ .A c P m �� Nan NT ASPHALT: 8529 SQ.FT. Q m Vf wl z.x'Dmt R'Dla(rrI N Code SeCtiOR IBB-2SS. GRAVEL. 19360 SQ.FT. �"o''`� � - -- 5Ak PERCENTAGE COVERAGE 71.3 o f • - -} A q v- a ,°jg, ANAREA OF LANDSCAPING: 5950.4 5Q.FT. o o *01^ uw wrtv uswsxauas PERCENTAGE COVERAGE 15.1% , 41 � o XSTMESREcsro MArol - f ASPHALT p ry LWnSGPE ': p T wa oumno GPASS U ExI5rIN6 I.t�;4J', 2LZ21' i x t TOTAL LOT COVERAGE 13 6% '. '"° PROPOSED c a _ ofmi ` PARKING CALCULATIONS: _ GRAVEL DRIVEWAY rn OFFICE USE: 1 PARKING SPPCE/100 5Q.FT a $ (EXISTING) PRUPnsEo oavWEu wI GPORTABLE RAre EXISTING AUTO REPAIR: IPARKING SPACE/200 SQ.FT, ¢ �_-1`•e >1' I WI z i DEEq R'oLl L PIuL) BLDG. ON { 9 V _ - PROPOSED AUTO REPAIR: 1 PARKING SPACE/200 SQ.FT. 00' yL EMPLOYEES: 1 PARKING SPACE/EMPLOYEE CONC. SLAB °P{ n _ --- TO BE REMOVED -.4 n c :iP - of TOTAL PARKING REQUIRED: 26 SPACES 'A- _ woF oIwNME: y c G RR TIE TOTAL PARKING PROVIDED. 32 SPACES 4`. 'L 1]59.354 Ef 4AFA IDI N.R. O D➢ flNSED NRR Dloew DE!!RRors of vy F� (INCLUDES HANDICAP SPACES) PR Rd:"yy omoez AOEErxR IA olA omwEu '" z ASPHALT pj PARKING PARKING LOT DRAINAGE: Z 9'X19'MIN. �0 ASPHALT=8529 SQ.F7.AREA GRAVEL= 19360 SQ FT.AREA H ° (§ - L PRRPosm oRVWEu,WICMTE N ' -GRr55 1-4'X8'RING PER EVERY 1640 SQ,FT 1-9'X8'RING PER EVERY 2960 SQ.FT. wlE-4•osaR e'o1nOuL) RY a v _ !\I\Vl _ (@ 2"RAIN PER HOUR) (@ 2"RAIN PER HOUR LIGHT 36.$' 72 _ _ _ _ _ 3 DRAINS TO BE INSTALLED WITH 4 DRAINS TO BE INSTALLED WITH J PnoPRSm oflmeu wl GRAre _ _ ® _ _ _ _ _ _ _ O 2-4'X8'RINGS 2-4'X8'RINGS 1'�1 r f'1-Y ¢ W/x-roREP,e•oIA ITYMULI ° _ " ""y y_:is /M\ p `•� y \ M.p. DR U-WI GRATE , . • z m 01 �` ` ® \\ \\\\ \\ w/R'roEan,Sou rrvPlcALI - - -' �° PPONGE UACRToeAOL DESIGN CRITERIA FOR LEACHING AREA: g 1 } N M ONE WAY SIGN ANG IN4ALL \ .¢Pm RR-mc•uq A VI,=ARC 0- �_`.. p / coN,.= WImmE Vc=14,60OX.17X.6FORGRAVEL W PROPOSED ASPHALT MMuuoE GNImPMRI C (EXISTING ) mNmaoE a M m VI, DRYWELLFDMR10VER CLEFEET O N BUILDING / / j / /� w SIGH=ee Ms Aon H y V ro \ (AUTO REPAIR \ ao / EXISTING / / / 2 t Ee OMER.pwO mw.� \ UO, 1 STY. CONC. d HANDICAP PAKMNG a o -1 0 b hC 7R BLK. BLDG. p (z sPAces) // �ji �`IN J[`h„ h� sxm m7R /AUTO REPAIR/ ��' / %�< m 'r' ONuj 4-BAY // �/ PNNTUNEMMDITATEDT000NWRM �„� MGM I POGMEM MMRING DUML5 i p ' p \\ \ \ �\ / // / ® j•• ® MOM SrATE GF NEW Y0R1(OEPTARIMLNT I "•. to I` V ° g, 9'X19'MIN. oFTeArvsPaRrenoN srnrvoAeos. -._ 'l GRAVELD EWAYAY ENTRANCE o iS'll HgGO n-_-._ E{��-U}4 n�xSO , c LwOmGiixTrsle uTMiaEi'is ovov rvEA 1 \°. Ar .�' y, FENCE (EXISTI GJ `{;_I Y3,Ov70'_-':o mp'T' / //J 2¢ PROPERrvnrvo NOT wrmw Txs MIXED SANG AND LOAM � O� / 0 3 -. - rvEw RMLnmonEs sxuLeE '+. J� ZONE R40 - Z "- T w 'I' PROPERTY OWNED BY: a a'FENS EXUOI LNG I STY. _ _ SIATEMGx AYRIUH7C WAY BROWN SILTY SAND 5M - - ,+ PA LONG U JOHN F. DAWSON 1¢y'" FRMD. OFFICE BLDG. . r=':' _____ -='1U' l .� / 9'%1 'MIN. atw:�`:? 3, r 81 CROWS CREEK RD. p of FI I- /� ' :GRAss: ._ LEGEND J PITTBBORD, NC 27312 3 SPACES �I v1 Z�.Q{xp°a© � © / 35Pp�5 i i-.a + SImxG Tn!© cone DRAIN W/ ( ® Ln -Yi p' py B ARKING PRRP.FDDRYWEUW/GRATE GRATE'I /A _ ° w - 'DEIYPS E ,e'oN ( ) w ® Q' O s RR TIE } 1* 9 19,MIN ® Rusm NRR`: psPNR spsnxG sxoumsa, �1 Z IRIEwOLx.Arvo DIR•IxG L ASMD .STATEMONEER GRADE 1LJ ASPHALT = SLOPE Z 'O OO ® © ¢ ® Cl OO+Iz-A'oEEa.o•oln frvPlrul ISL U, G �© ® �® PARKING m (EXISTING ) .� ,J� /1W O 1 ® ' • � a �I a O ® • 9'%19'MIN. m BROWN FINE TO COURSE SAND TRAVEL //1/ li O U G7 _ DIRECTION O r� /SHRUBSM LCHEDSED}-' TEST 4 I EXISTING CONCRETE _ ' _ _ _ _ "I� 6 A� EXISTING GRAVEL 5:45°24&E:-2dp_O�B` '` `?`'- - �i L--' HANDICAP ly TRANCE FROM SIRE _ - - ENTRANCE FROM STREET _ _ _ _ _ - v PARKING 2 1 DROPPED MM NRR Eur TMPP11'I,c �I I cs . o- FLOWER BOX3 ce 17'FLEET NECK ROA Q aPLANTER COMMENTS: I, y Q DRAWN: MH MS ry (PEQUASH AVENUE) NO WATER ENCOUNTERE4 � L .y SCALE: 1"=20' ]OB I 5 LIGHT M: 006 SITE PLAN TEST HOLE -"" FIXTURE 9 Apn SHHENUMBER: NUMBER: CONTRACTOR MUST GLEAN EXISTING DRAINAGE BASINS SCALE: V = 20'-0' TEST HOLE DATA PERFORMED BY ALONG AND IMMEDIATELY ADJACENT TO THE ROUTE 25 McDONALD GEOSCIENCE 1 BOX 1000 S s 1. SITE FRONTAGE AT THE COMPLETION OF CONSTRUCTION. SOUTHOLD,NY 11971 (631)765-3577