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HomeMy WebLinkAbout1000-125.-1-19.7 (3) 0 0 Y J J J J J M NORTH FORK AUDIO Et VIDEO 6619 MAIN ROAD MATTITUCK, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK J O TAX MAP NO. 1000-125-1-19.7 0 a well--- PROPERTY OWNER: !j° / O LL O D' _- w FHV, LLC \ 4 / SEEDED AREA ]J•mc snflmx, RAFNGBEMINO Z) O Z_ CD PO BOX 1295 eG CUTCHOGUE, NY 11935 OPEN ORATE(DRIV ARMING),OR O O Z �(- Fj, SOLID (ROOF RUNOFF)COVER � � � C7 \,��� '�� j...RY •TR OBEARING LL Q LL W Q Z a�a - _ SITE DATA �5\ 31 0°Qaa n� EY roP slAe RYP7 O O Z O ZONING CLASSIFICATION GENERAL BUSINESS - B OO• ac G ti \ -INIsHEDaN DE Z Z 0 O > CURRENT USE OFFICE, RETAIL, CONTRACTLu OR P� �� as bR , O J Of O g OFFICE, RETAIL, WAREHOUSE, CONTRACTOR �° �° �')y VgypA� g '9" - yam ��� PROPOSED USE Z ,�� via ,z _ :; ; � ,z � w o TOTAL AREA OF SITE 1.1645 ACRES / 50,725.358 SQ.FT. r .,A ^o `ps G�4 �J�,4D yOm6 0." amPE a � a � ¢ AREA OF BUILDINGS 6,090 SQ.FT. (12%) J\ / \�\5 ccaRaw mPaYemn.eNE o ® ® ® ® ® ® ® ® ® o ¢ a- AREA OF PAVEMENT 25,482 SQ.FT. (50%) Q ,� / G" ��\�' ���y o� N� PIRNG flOMROOFLFl ER9 rvPJ O ® ® ® ® ® ® ® ® ® Q III Q AREA OF CONCRETE WALK 576 SQ.FT. 0%) `per p� v� F\� N� " \ 6'm �R ® ® ® ® ® ® ® ® ® NATURAL/LANDSCAPED 18,577SQ.FT. (37%) �@ �� Q m� "' ° ti Son D ® ® ® ® ® ® ® ® ® D �� mA0 0 16-CORRUOATEOP CRDS YIENEIMON o ® ® ® ® ® ® ® ® ® o COVERAGE: (BUILDING) ALLOWED 15,218 SQ.FT. OR (30%) 4j y� . :.. %ea d .. _� MlwenLCRaesmxNEcnoN 9 _ aETweEi+MULnPLe own�E PooLsm'Pa Q PROPOSED -6,090 SQ.FT- OR (12%) <<� ��/ / i DW2 °d- o r� o N NLU COVERAGE: (LANDSCAPING) (\ "' 'MINIMUM LANDSCAPED AREA TO BE PROVIDED - 17,754 SQ.FT. OR (35%) 0 0 o O PROPOSED - 18,577 SQ.FT. OR (37%) t7 'PARKING ARE,4:2',l6"273 PARKING CALCULATIONS Z a '': OFFICE Et BATH S 33:✓.;.:__. / ROvxcwa eR PROVIDE 1 SPACE / 100 SQ.FT. RETAIL SPACE 6e -- co aAc snNO AND OflAva.ln'P) . . . _ � . ...... sroNE:PARHINd�AfYEA.9�.(S}3.hS{3.FT,: :�.:�. .,:.F.:::� �� 1 aP.tZ'....: `. L: :>'.::':r.::::i44i�:i::.°.:.:: m0 PROVIDE 1 SPACE / 200 SQ. FT. ... . . . ......... CONTRACTOR BUSINESS Et YARD � uj _ ,: .:' ;':::: "..;:•ri: ;::'-:- �:', �'- PROVIDE 1 SPACE PER EMPLOYEE + 2 2 _ AREA 610 Y�J':'r': i'::: i:: .::: i':. ..:_:.:r v ::::..:., -.,::-_-:.;.: ;_`:':'.:; .: :'.. .._:.:. :�:<- :�.;;'::.-:;" ;:':::.:.. ..A° DRAINAGE SYSTEM HOOKUP _ WAREHOUSE � ...... PROVIDE 1 SPACE / 1,000 SQ.FT. t� ' ' "� " '� ' ' ' - _ . . /a ::. .... . ..... .. ...... ... ... . ... ..: .... .... . ........... .... :� :': :'?::::::'. :....:.:::: ;'�::��.:: ;:_':.:. >>:,. .,L:.::':'�: �:': .' '�: ::� ' . - " - NOT TO SCALE 0 t7� . . ... :.:rt r .... UDIONIDEO 1 785 SQ.FT. .. ... . . ... ... .. . .. .. .. ._..... . ..::a _ ? - BUILDING #1 (A ) O. ; ' ' .:.:. :':'. ::. :' . .:.:. :... : ..: . ': . r.� N 3T rn OFFICE Ft 443 SQ.FT. .. ........ . .... . .... . . .. . .. oS, /� o 0 .. . .. .i:L' i . ::' �� '.. �" PARKING REQUIRED 5 SPACES �:':::::: :::..:: ': ':::: ...: ;.: ':�s : ' :� , � _ .,�`: . ... . a'" � 'm c z �,. ... -: :..... . m RETAIL SHOWROOM 546 SQ.FT. r: : (:i:' _.. .. , .j:..: :_.'_. :.r: . . ...... DW5 ' :"'r .:.... Q w c PARKING REQUIRED 3 SPACES v '¢P ;, 'T/G'i: -, WAREHOUSE AREA 796 SQ.FT. L , 1 SPACE / S�'.ir: " .'' .:':. d 2 V c PARKING REQUIRED '�' "' " ' \o a :. . ::: 6 0 O n o TOTAL PARKING REQUIRED 9 SPACES Fo -. :: ,,. eta ;'':::: co (n TOTAL PARKING PROVIDED 12 SPACES (INCLUDES 1 HANDICAPPED SPACE) T/p r� ., . . : : :..:.:' i:'i i;:iy : m O 0 EL 21.5 00 t/7 ao E :: G, S� .. . . `:�..`...r_ `am \ d -n MIXED SAND LLI C m BUILDING #2 CONTRACTOR 1,785 SQ.FT. p\� G ""'�a' ":"' �FQ' ZOO 0, ANDLOAM _ OFFICE & BATH ) 455 SQ.FT. \ cy9. J\��0�� h^ , ; : :(:::`,, :C. \ L C) S „ oL 2.0' Q U PARKING REQUIRED 5 SPACES y�z .__ - -- -- -- _ 5�0 �yy� . CONTRACTOR BUSINESS 6 EMPLOYEES \ �� e0y rG\ act _ - - { �s 0 BROWN FINE TO PARKING REQUIRED 8 SPACES Fye QQ�p� F\�°5 �ao� I ' :,' ''''' .`...,' d o COARSE SANG WAREHOUSE AREA 1,330 SQ.FT. F y611 ll \5 \�• tihL �\��4 S ME.ORfYE NA\9 '(?284 SQ .) W/20%GRAVEL J PARKING REQUIRED 1.3 SPACES TOTAL PARKING REQUIRED 14.3 SPACES TOTAL PARKING PROVIDED 15 SPACES (INCLUDES 1 HANDICAPPED SPACE) %` ' O •-0 i .'.:: '. ry SW A ,:`.... �a PALE BROWN 10.0' BUILDING #3 (WAREHOUSE) 2,520 SQ.FT. O "" p t��c FINE TO WAREHOUSE AREA 2,520 SQ.FT. \ 0, y �ry . . C q G.W EL 107 MEDIUM SANG SP 10.8' k. &33�AOH,,,!• PARKING REQUIRED 2.5 SPACES °� TtG:::. s '` �OS1 SEEDED AREA TOTAL PARKING REQUIRED 2.5 SPACES > ,'' _moo m�yG 6z` TOTAL PARKING PROVIDED 2 SPACES m, m-RED X $ AA WATER IN \ \', PALE BROWN o. A Z SILVER MIAEI � - � W ' 1N ''�,�f FINE TO 2� 1' m MEDIUM SAND U'O -------- SP - L o DRAINAGE CALCULATIONS ��, aQ �b S SP 17.0' TEST HOLE BUILDINGS #1 ft 2 O ROOF AREA EACH �o �� $ \ NO SCALE ROOF AREA = 1 ,785 SQ.FT. X 1.0 = 1 ,785 X 2/12 = 298 CU.FT. I Pa P n TEST HOLE PERFORMED BY McDONALD GEOSCIENCE d ASPHALT PARKING AREA 4.(9027 SQ.FT.) V CAPACITY REQUIRED = 298 CU.FT. EACH O PROVIDE (DWI ft DW2) O •I'FMUMeMlaNBe,pURSVAWMsoMOl.DTOWNDouasec'tlort DEEP LEACHING POOL 408 CU.FT.) EACH �d6 7 $ Po`L ° 19 OP \ ',�61' .,' rye e�eenov.se �R'TMw reTieeiaim " O®'W°�'L�aD aN1 Z 2 - 10' DIA. X6 ( -� n 0 oT o TOTAL CAPACITY PROVIDED = 408 CU.FT. EACH O' def ¢o �$ �'.. � Iy� AREA is S BUILDING #3 �G� N �Fy (\�G ` a you o °xN *AIM' , 1GNATll DAM 0 Tt"e ROOF AREA 7)'O y0 s SIJ \C\ ( L' ' ° 0 moo ROOF AREA = 2,520 SQ.FT. X 1 .0 = 2,520 X 2/12 = 420 CU.FT. y �\ ��1 \ App$OVED BY CAPACITY REQUIRED = 420 CU.FT. �� o / f— \ �. O� �O. _ yp pA TOWN OF SOUTFIOLD PLAM`1B70 BOARD Q O PROVIDE (DW3) tP F\ 5 a± A / 1 - 10' DIA. X 8' DEEP LEACHING POOL ( 544 CU.FT.) Os Q\� IN, _ y1 �_ \ �� � A v � J lei TOTAL CAPACITY PROVIDED = 544 CU.FT. RaNvcds 7� ti� /',O� d' 'S D®7 Z s56°g- - --i _� NOTE:The appmvad Site development plan shall be valid for Z O oZf Q„ T/� a period of throe(3)Yeeta from the date of apprOval ea pat \ < Z Ij W STONE PARKING AREA 1 codosectioa100.255. PAVEMENT AREA = 8,134 SQ.FT. X .60 = 4,880 X 2/12 = 813.4 CU.FT. y Dewe el z2.0 CAPACITY REQUIRED = 813.4 CU.FT. PROVIDE (DW4) Dwt (— z 1 - 10' DIA. X 12' DEEP LEACHING POOL ( 816 CU.FT.) SEEDED AREA V O� T!O D1N9 12 a°` P���� """rte " ;. Y Q TOTAL CAPACITY PROVIDED = 816 CU.FT. PILL e. el 21.7 GOFP � V ' - �' V \ N/ EXISTING SIGN STONE PARKING AREA 2 r TESTu Q PAVEMENT AREA = 6,222 SQ.FT. X .60 = 3,733.2 X 2/12 = 622.2 CU.FT. `� ® HOLE s E Vim' CAPACITY REQUIRED = 622.2 CU.FT. `II oG`G PROVIDE DW5 \------ 1 --- 1 - 10' DIA. X 10 DEEP LEACHING POOL ( 680 CU.FT.) TOTAL CAPACITY PROVIDED = 680 CU-FT. \ \ �_ EE / �"�,0� SPECIFICATIONS- STONE c ;Og o v" '', LIGHTING SPECIFICATIONS- STONE DRIVEWAY AREA 3 DRAINAGE & PARKING PLAN �a m / 144 � PAVEMENT AREA = 2,281 SQ.FT. X .60 = 1,368.6 X 2/12 = 288.1 CU.FT. 0 0 `� �•p,\� A - RUUD E4405-D 50 WATT WALLMOUNT METAL HALIDE DOWNLIGHT Cil 10' ABOVE GRAD DRAWN BY: LR CAPACITY REQUIRED = 288.1 CU-FT. SCALE 1 20' sdm �0 ��Q�iV B• RUUD DU405SYM-D 50 WATT SEALED METAL HALIDE WELL LIGHT 0p0cimto ryo DATE: 02.24.06 PROVIDE (DW6) G 1 - 10' DIA. X T DEEP LEACHING POOL (340 CU.FT.) C - COOPER v'¢ wesrwaoD 50 WATT WALLMOUNT HALOGEN DOW NLIGHT Cil 8' ABOVE GRADE SCALE: AS NOTED TOTAL CAPACITY PROVIDED = 340 CU.FT. / SHEET ASPHALT DRIVE It PARKING AREA 4 PAVEMENT AREA = 9,027 SQ.FT. X 1 = 9,027 X 2/12 = 1 ,505 CU.FT. D ALL SITE DATA FROM SURVEY BY JOHN C. EHLERS, LAND SURVEYOR, CAPACITY REQUIRED = 1,505 CU.FT. RIVERHEAD, NY 06.13.04 - REVISED 02.07.06 Lj PROVIDE (DW7, DWS & DW9) 3 - 10' DIA. X 8' DEEP LEACHING POOLS (1,632 CU.FT.) OF 2 SHEETS TOTAL CAPACITY PROVIDED = 1,632 CU.FT. ��m menaxllueepovm PROJECTION CUTOFF J J J J J m ImNamIx PWl.eImlaMXmaall0.Xe�. IMIF MEM CP NINE MM.O' O ss zm 0 I' en e�m wP PNM J a Weil xs zo. _ ;SO � rs.n x60 IS mecl �0a / fi00 seu iIn AS zz9z -I ♦- yep ySV AS 'w ITEM 10808.OID2 IA-1 ITEM 10608.0103 16'1 IIEM 101109.0102 N'1 0 0 of 750 SEEDED AREA eP• no ,zI IT w S Tn 2 W t000 IR ,oT Ie tm f- H W N50 pn ex5 ,a 7 LL O Z 0 5oe 941 650 45 MAX, SLOPE 1:1E DRIVEWAY XIDIH SEE NOTE 2 ,Em S. xa 76 3• WIDTH SHOWNWON H,AN6 N O Z Z N P2t a —_ W W W Q Z \y DOG/ Qa T I MEIminum amXPaN." In 26M HIGHWAY BWIIARY Q Q Q Q 0 7 Ptmdn umm. 0• 10 �11b' CD \ 2 VXNkMIAIMdAMnum DlMlepver 65' 10 0' DIM I N 'C' NEE TABLE NO - Z I- 0 ('n \ip�� I\` �,cP as a \C\Gr / , 3a !'2,� rW.M.. 1,ImeR Rd,IIP elan - - - - �e IIII \.O •J "a1q HIM""Woo '-0 '-0 5'-0' 1 E Q w Q O Z 8[deE MMXB `\A 39- �\�\�.� rT �y �, ,., EFFICIENCY=6a.1Y LU W w 0 r P / 'c a w a 'Ir.1 j=!_ 'l-_ PxElroh'IemIC DATA qr'T• SEE NOTE 1 NR8 Tn Cone of Light Q Qo�a �nj� �Ao�� � F aa�. �� SEALED WELL LIGHTNi �M 3/1' ENPAN610N JOINT I I I CBCP=$DDD melo,wm Fauel miles xe an 3' ORIVEeY WIDTH Xfi' 3' (� ...-.:..' ^"... \ data . . . ' O.' SA _ - T ,- tlllnlieeAh,l plow Fa,demlmw DhIIM,r (�D le O b z �y / _ -�`' 'P"d- O - zsa• a Ido- e. ^ _; -' AAAA. N '�',�;- T1�1 �'I , --` T - 290• 13 so• f0 O 1 0 O rD . : t::T: "✓: '.'. ' + _I _I,- • ' 16'0• ]3 6a' O O O O O W / Dw2 d fn I I (� . .. ........ - 12'0• 25 SO• m CJ - N 01 F'- -v a R Io'a• so aD• DRIVEWAY CONSTRUCTION PLAN o r2 o a ry Q QCI d" :.:. :':":'. ' .' :'.:::::.r. AAAA . . . ............... ... . . . . . ....... owlu MlwnawwwlW�l O Q7 00 C] O O AAAA ... ............... AAAA . . .....,..,..... . . . .. A� AAAA. ti '. .: . . : . . e0• 30• SCALES N.T.S. ,- O O O P . .... . i':�1rLi : : ' . ...:.:: ':':'STD "eAR1UNC36;R♦=A2;f6322 Si}:FpJ::: r':... 3 a. nrlennr.nnovms.vnwer om ..�...._ --'-- -- - -.:: (._... " " :.. .::. ��:� AAAA..:�:'�'. :':'�::.: : :.•-.--,:'�. \ 12000 m.M,r M.le�6w Aba RX..InA . . . . . �,.. ..: ... AAAA AAAA - AAAA .-AAAA . . . _. : . / .:. . _ . ......' :.: :.: :...... .. .. . . . . ...g�r :..-::AAAA. '. ........ .. . . . . . ........... . ... . IYTE5. / . . . .. TNI T A PLAS T T .AGENT PROFERTIES. AAAA: . .. . . _ .. . . . AAAA . -. . AAAA.. . . . . . . . . .......... . . . . .. . AAAA . .; AAAA . .. ...... . .. . . . . . . .. . ....... . .1 . . . . ....... . . .. AAAA . . ........... . AAAA .. .:.:.... .: ;: .- . . TRANSN10N5 o AD I 5 ROPE HIT BE RFRGED D I/ '/ A NEOES6AR FOR SItlBRR .. :••@ : : AAAA. . . ... . .. . . . . . : .. :.:.:... . . . . .�.?.. . ' .._.. . �O wrnp=S0F SIT/x1FL 2. THESE SURFACES SHALL BE GIVEN A°ANP RESISTANT TEXRIRE.A OOLRSE BROOM FINISH F1JxPEHDIOMR TO TME SIDE SLOPE 15 ACCEI'PAELE. " : . . .STONE P.:4RKINGAi7F1e:1'(A}34":SR;FT,.).:..: :. "f' ... ..�::.?.:::::::� ; . . . ''::::::i:. ;::: :... . . '. m0 LempcFOPAli20MFL Cone o} . . ............... '. . . . . . ........ .... . AAAA .. AAAA.. . Light . . . ....... ... . . . . .... . ...... . . . . . . ,AAAA . Ifthial ll . C: ..... .... ::::'i:::..:.�,::" :....::.::f' ':`:::>.:... 1 11000 CBCF-•1400 �Iwm rammeN ao x X, . ............. . . . . . . .- . AAAA. ... eIXloW ner FoenlMw OMleer .:1....:.:.::". " Lu ._....... ........ . Z y \ 2R0• 2 eon• :::.:r:: :. ,; 1...:....._ r ' :. .....:`. :':.:: ':'' :.::`:::: ::.:::: '. TEM LIST FOR N.Y.S.D.O.T. REQ. 0 T , '...:. . '. ". Y '. :':': :':':': "::."'"'":'•:':. :::�: : :: ,: :: � AAAA :`.:�}:.� _ 16.0• 9 tY0 Q . . . .. .. .... . . . . . ..:.:..:.:. AAAA... J O . . ......... . .... .: AAAA. . . .. . . .... .. O AAAA. T ! . . . . . .. . ...._. . . .. . :.:..... . . . . . . : .: AAAA t2'D• 9 e'r _:_:::.i:ii:.:::i::;.. i , .. I] en• ITEM NO. DE5GRIFTION . . . ..... AAAA . . .......... AAAA . . ........ ... �s . '. - - _ _ Txr ...... ... . .. Io'o- .... ......:........... . . �. . . : ..:.:::AAAA AAAA . ..�.:':. ._.:. .. - Lhhhf RYnwe IND DIMYq Etlemm Ma CONCRETE - ED . '. '. .. " . AAAA:1. . . . AAAA. . . .,.: . �. U ........... . . . . . AAAA . . _AAAA. AAAA . ..:3 ::'. . .. . . .. .....:.:.:. 6':7"i' :': - g CmMm Tel xepall No. 13229 Cmx1e1Tear xepxlx9.ver ea26 AAAA .. .................� . . . ....... .. . O 8 � � � �'�'�'�"'� '::AAAA. > .:. :::::::' .::'�':" � fir Cmtlhp9rer6,lNhpxw mm enaW Mx cmdhp9xer 9M4Imm cern all TRY Mx ID606 0103 CONCRETE DRIVEWAYS U CLASS F G D) . . ............ . . . . . . , AAAA . . to . . . ..: . .......:.: : : : R melm lamp Eetlm Wel Light b char p . .. N m ..\ ........... . . . . . . . ......... IeleneeNl Well O 2 �_ ...:.:.:: .:...:. .. ... . ..... :.........:.::� '.:,: '.,..�._:.r�r:.::� � 1 C1 a Z AAAA AAAA. .. W o vi AAAA ,AAAA... .:...........: ' : .: .. :.:. .,... . . :' . i a _ r . 4b ........ AAAA .. /8 FULL.�. ' (� FULL HEIGHT CVRB AAAA... rn l sj AAAA .. /.:... ... :.. :.:.:.. Oy CI < Q v/ = O a LV � � ' AAAA::is is rr'. O 5' '�°' �" •(0 \J . ' :.A'..^ry.:. \ .L .�... .. ,• .,.., TOP UN 4.24655NI IM ----7.- -. r / l 9i2! . .. !!O y5(\�_V` rS '.:.:.:::: . 'J y,11 •� IV :_S-� e• SEE NOTE FOR P v f.:......:. . ':.�'46::C::AAAA:. ,9 '� --p'____�•' ASPHALT DRIVEWAY �EXbIFg PavT IR eINOEamnm4o2 w'e'fi°4oIIM"er ! •- ry (� �(sr (7�, pRIVEWAY CURB SECTION - BASE Item 4023M011H a ' 't' ':'"� Dt N Cp Ilam 40]3lBNOIIM S. i b tib '11 III[\5 \�• tiy2 �t��F s "Nr a.... Y:9:'1228tsa .) SUBBASE ' RRmpysI r J . ... •S Rem IT604.IOII 7 O� aTM Ino3woa Pu.L OERrxz W y .,9 `' DRIVEWAY SECTION _A_- A DETAa D �[La rym p xME. x.rn. MEETING EXIST.ASPHALT PAV'T (NO REGURFAOINGI F/P Q 'I' d� ITEM IC1O30MJ S,W LNIINS TSPNLLi/COIILRE7E OR \ DSV SEEDED AREA : !'I'23:�.:.. N01E5, CONCRETE CURB .1z- > "� p \ L DETAIL5 SHOW METHOD OF 5LOPIN6 AND CONSTRUCTING DRIVEWAY APRONS ITEM 106(F 2601 c j 2'EILVERLN lENAYS NOT N.T.S. z; te•RED DNc ,,�.I . . vN 1t \""' ' '., ,L` GON5 TftHHERE Ol1LTHE TED TO YHEMLAYIOITo BE rt A O SLOPES CONSTRUCTED OP 2�OF`IeEM 606A201 ANO THE.iT�E 10 fftT^7 NOT yMN n rein,ai O 2 1D 0 a D u• !C •X 'ryD. ITEM 10608.2601 A5PHALT 6ONO'ETE 51DEWALK5 AND BICYCLE PATHS 9 G y s A `d � • I ASPHALT PARKING AREA 4,(90275q.FT.) 4p, ,O ----- 5HOULDER WORK AREA 1 %Z' S.C. TYPE 1A 2 P `< EARING COARSE d . 0 D� oQ' �.• cP j 11: 6Li�o O °� ^� O \9 © s ':�di ryg2 %2" S.C. TYPE 1A Z 0� 0hr ��F nm \ .•� GRADE BASE COARSE ?i �0 0i' 'pGt C7 ° O °A \ i \\i� 95% DRY DENSITY J a �m9. .o °aN ROAD°woRlc O I— —j o y Bch \fin l L�' O ALL LAWS MUST EM OPEN TO TRAFFIC BEFORE 9 AM AND �: -'^if' 'a7 •.: ! , �! U OR HOLIDAYS,TER .4 HO 16HTIME LANEECC�LOSIINNSS W LL NOT BE KENDS _ v ��rO/l O IND W 00 \ yPJeNJ� �E PPEm IIT INSSPECTOR TRAPFG CONTTROLPROM THIS SIGNS UTILIZED AS PER REGUVTONS. 5 y- Y� LS \ 0 .,•• ��, � y DW7 Z 06 _ __i Z d.) ) ® i� - O C� L9 U F I a _ Z T/ Z owe el 22.0 l ti 0 EXAMPLE OF TRAFFIC CONTROL 0 "O AT SHOULDER WORK AREAE" GRANULAR 2 r W ACCORDING TO FIGURE 302A OF THE N.Y.S.D.O.T. 8 SUB-BASE (D / //I�'►► MANUAL OF TRAFFIC GONTROL DEVICES \� V _ SEEDED AREA O A T/G 7• E 8 el 21.7 P. of SCALE: N.T.S. SUB GRADE U '-'•' \ N�, EXISTINGSIGN / �QG j 5D0'E Q Zc TEs M NOTE: CONCRETE TO BE 4000 PSI @ 28 DAYS 06 Y\ DNS ® ® HOLE Y ry^,'' aM /.,y' , NOTES, ON VIRGIN, UNDISTURBED SOIL .p/ .%,A 2� �O�QP I 301.2, AND 5 BGHA1°ER G,I, 238.4;236.1, 254.2, 2F� -': 2. FOR TRANSITION LENGTH, L SEE 5E-TION 301.12 NO CURB DETAIL �, EOG __-___� nryry LEGEND SHOULDER BELGIA \ `14 NOT T SCALAFIF1 �u ��o ., � P1.AbGER ROVED t3y �\SSS`"'�G� PLANNING BOARD G 7" / V"„ (�/V \� 1F RA6 TREE v ��= DRAWN 8Y: LR a�K pp. TOWN OF SOUTHOLD 6NdDw OO�aeta o `•I'I �0 G�\ ® WORK AREA I DATE 2 DATE: 02.24.06 `N Q CONE SHOULDER SCALE: AS NOTED WORK SHEET DRAINAGE & PARKING PLAN ALL SITE DATA FROM SURVEY BY JOHN C. EHLERS, LAND SURVEYOR, SCALE 1" = 20' RIVERHEAD, NY 06.13.04 - REVISED 02.07.06 D OF 2 SHEETS \com IV � i D ,I SURVEY OF PROPERTY SF 1 s 2007 SITUATED AT a� LAUREL AJdA oy oon Film, d8lDard TOWN OF SOUTHOLD o° s II°�F Azt �_ - SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 125-01 - 19 .7 ro SCALE 1 "=30' 0: SEPTEMBER 4, 2007 pa0 fir` wv y0 g°o"p� m e AREA = 50,729.42 sq. ft. to, . .. ,.` APPROVED AS BUILT 1 .165 Cheirperso '0 a �_ Date- 435 P� n ]9' Z 2 I b a]?a o �S Way Up'. ��. nA0��0'n 0M V M1^P ry' A dM'N '. f �A .'040A 9� k • ' � , 5p' CaC ' COV P� °�• i5 �O �a AO •'P ' m ] . 9e' UIUM 10RIZE0 ALTERATION OR ANDIRON °SEPpC R TO THIS SURVEY IS A VIOLATION OF EDUCATION 7209 F THE NEW YORK STATE �c COPIES OF THIS SURVEI• MAP NOT BEARING • OP.NN1 • , / 0 THE LAND SURVEYORS INKED SEAL OR i yY `y'A EMBOSSED SEV. SHALL NOT BE CONSIDERED ' ORAINI , ,c37 ' S 6 p TO BE A VALID TRUE COPY. • CERRFlCATONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY PR�,ry.' IS DREPARED, AND ON HIS BEHALF TO THE • ' C TITLE COMPANY, GOVERNMENTAL AGENCY AND �$+., LENDING INSTITUTION LISTED HEREON, AND TO M1/ <IG 44 A . . T 01,1E ACM9CATIONS OF THE NOTDINTMN FEflARLE. 1 \\c. • ��oW S4 N_. I ' OF WY ANO/ORSEASEMENTS THE OFRI OF TRECORD,A F IGN CONC 'ti91 ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS ULIK _ µ° SURVEYS D�N��°�° Nathan Taft Corwin III ' FOR SUCH USE BY THE NEW YORK STATE LAND • / RpNM, �• TITLE ASSOCIATION -.A (� A, �EOF NEbyy Land Surveyor ,\IY CDD -CPFTCa�'Qir tiS Title Surveys — Subdivisions — Site Plans — Construction Layout 2 _= T PHONE (631)727-2090 Fax (631)727-1727 pea OFFICES LOCATED AT MAILING ADDRESS 322 Roanoke Avenue P 0. Box 1931 SU N.Y.S. Lic. No. 50467 Riverhead, New York 11901 Riverhead, New York 11901-0965 SITE PLAN I'1LOCT - 4 �� [`� L / ��'� �+ N 1.1'\ _ SHOULDER WORK AREA ANDU ITEM 10606.0102 14 1 ITEM 10608 0103 U 1 ITEM 10508 0102 (AI / '\ SURVEY OF PROPFRT 20011 J /+` 6 WE /1. + \\ �' MAX, SEE E 1: 12 OFIVEWAY WIDTH SEE NOTE 2 VV I 3 WIDTH SHOWN ON PLANS 3 SITUATE : MATT I TUGK s°°'n°I° T°4° � � Pa Onm:Eot;d }D/� ' HIGHWAY BOurvOARv END TOWN: SOUTHOLD16 10 0 DIM I N "C" SEE TABLE NO Td ROAD WORK SUFFOLK COUNTY, NY 0 - �:�� �� \ FD5 5 -0" IEA NOTES. + Vry scDASF MARKS ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 9 AM AND pyo �� �� /+/Ur0 " L eDE AFTER 5 PM. NO LANE CLO51N65 ARE PERMITTED ON WEEKENDS OR HOLIDAYS N16HTIME LANE CLOSINGS WILL NOT BE /Iy /Iy \ PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE ROAD DETAILS L5 - PERMIT INSPECTOR TRAFFIC CONTROL 516N5 TI�DN➢EILi'IGNf➢,PDP.SUANT Tl96DlIIHOL O / F \ I40vCa coU➢.4 'b�N /oU�UD s loo-254(1)ACICNOI RTHIN THE MESOU I)I,10,IS'l6 rLCST a _ APPROVAL�S�f�'F¢PpRTlIMTHE IiBSDLUgON OF APPRUVAl iid Rp Vl /+ P 0 ��Ca� SHEET 2 OF 3 /��to AIFACCP�,(Sf�'Dm '�) a rL cr TNIS ZEE see NaTe 1 euMa SURVEYED OS-20-2004 I r OL '� J � p 3 ➢RIVE WAY WIDTH SITE PLAN PREPARED 06-13-04--, I� / � /oN ���� �F S 3/A fiXPANs10N JOINT EXAMPLE OF TRAFFIC, CONTROL N IORIZED SI(iNA - TIT S Ln!,. \ / \ ` \ AT SHOULDER WORK AREA C REVISED 05-14-04, Oq-21-04 \'/ P.G. \c \6 ACCORDING TO FIGURE 302.9 OF THE N.Y.S.D.O.T. A7+;q1 --- _\ +/ !.\/ OCL(�cU> \ \�O 0 MANUAL OF TRAFFIC CONTROL DEVICES SUFFOLK COUNTY TAX LOT # T07OFSOUTHOLDPLANNINGuo,\teD � �/ / � oAo 1000-125-1-Iq.7 )� ��w O /+ - o , ', DRIVEWAY CONSTRUCTION PLAN 5GALE. N.TS, o A OR12fDSICNA'NRf3q\ \+ O/ SCALE. NTS, TITLE DAT2 r� /� N� / O LANDOWNER: NOTE:The approved site developmem plan stla06e�va�rd`I v NOTES. s2� o� a period Of tivee(3)years from the date of approval x oa NOTes, FHV, LLC, code section 100-255. \V� / 0 \' SEE SECTIONS 234.10, 238.1, 2384, 238 254.2, \' d o \ \ I I THI5 5LORE MAY BE REDUCED TO 1/4'/FT.AS NFOE55ART FOR 5MOTHER TRANSITIONS TO ADJACENT PROPERTIES 301.2, AND 5U13C HARTER 6. P.O. BOX 1285 m ,- CUTGHO6UE, N.Y. I I C135 �\ + c SE 5URFALE5 SHALL BE GIVEN A SLIP RESISTANT TEXTURE ACOURSE BROOM FINIS PERPENDICULAR TO THE 51pEMALK SLOPE IS ACCEPTABLE. 2 FOR TRANSITION LENGTH, L SEE SECTION 01.12 LEGEND APPLICANT: �0\ / , ' o �33— ➢ ITEM LIST FOR N.Y.S.D.O.T. REQ � FLAGGED!FORK CUSTOM AUDIOS VIDEO +�� - / 661q MAIN ROAD +�\U © _ _ _ / / ITEM NO. DESGRIPTON O FLAG TREE MATTITUCK, N.Y. IC152 / - - - - - _ SCOT — — _ _ _ , 106080102 CONCRETE SIDEWALK - UNREINFORGED ORK DRAINAGE DESIGN CRITERIA /6 +0 \ / 0 O \\Dt` �2 50 \ IO6O8 0103 CONCRETE DRIVEWAYS - GLA55 F �j� WAREA V=AR6 v > 010 D BLD65 1 6 2 = IT85 5.F. EACH Q +\ `\ 0\' / — 29 \ }II stone In prOO L WORK ROOF O� + d E QVA3 9 / 5 1) GONE SHOULDER V=1185 S.F. X 0.11 X I (/ V=304 GF 304 / 4224 FOR 6 DIA. RIN65 = 8 VLF. PROVIDE I - 8' DEEP B' DIA DRY WELL FOR 5LD65 I AND 2 UPPER GRAVEL AREA FOR BLD6. 2 +\ _ _ — — P�OI'L �y 6 tr rl? /yt 0 V = 16,100 5 F. X 0.17 X 6 + CD Ex cT Nu V = 1703 G F. \ / 2 C 0 W \2. EFE / / / .:1`J ¢7 103 / 4224 FOR B' DIA. RIN65 = 40 V,LF / 2 \P �\ N / �A„Md° / / ,/ P' 9`moi O DRIVEwnY PROVIDE 4 - 10' DEEP 8' DIA DRY WELLS LOWER GRAVEL AREA FILL HEIGHT CURB 5739 5 F. X 0.11 X b Q\+ V? TTT,t},�,,\ O 3/4•AFT. v4"/FT. 585 0 E _ / M + 2 / / / `r, . SB5 / 4224 FOR B' DIA. RIN65 = 14 V.L.F D'(\+ — _ /, a " PROVIDE 2 - T DEEP 6 DIA. DRY WELLS e O� + / q A � �\ M SEE NOTE FOR 8 PAVEMENT X. O.II X �2 / / / / b M O C� - 0'----n,° ASPHALT DRIVEWAY TEST HOLE 900I, MPOONALD V = 1513 6 ,�' } /3 �� `^y^' G 'i GEOSGIENCE 1513 / 42.24 FOR 8' DIA. RIN65 = 36 VLF / / / '6 DRIVEWAY CURB 5ECTION ,F, PROVIDE 5 - 6' DEEP 6' DIA DRY WELLS i DW d 2 8E SCHEDULEMI—SAND DWT 4 B -T, DEEP . , T / AND LOAM ORYNELL 51Z ` DW 3,4,5 66 -10' DEEPo" / �/ "( �3 ! DEEP L4 / \ 5� / s + ,� / h Ly ry e l 2 / 1' DW 9,10,11,12,13 6 14 =6' DEEP \ Aho °i v ? DRIVEWAY SEGTION A - A + J pP r Y/ / / A `fscnU� NTL PARKING SCHEDULE BUILDING #I AL OA / AA A 1 SW BUA5E FINE TO HI q COARSE SAND WITH 5PAGE5 5PAGE5 wl r ' / NOTES. 20%GRAVEL USE ACTUAL S.F. TOWN CODE REQ. REQUIRED PROVIDED \— (( 1 / l 9 phi \.;.7, �� I DETAILS SHOW METHOD OF SLOPING AND CONSTRUCTING DRIVEWAY APRONS HANDICAPPED / .P� / � 6 6 O M O 't} 6 GO SITRUDTH TOR HEWLAY15 TO BE CONSTRUCTED OF 3" OF ITEM 6 NOT WHERE CONCRETE SIDEWALK I5 NOT REQUIRED d DIRT' OF ITEM 6080201 AND (H) / I RETAIL SPADE 590.09}75 1 5PAGE/200 5F 5 4 Oh 4'" / I I� Q\ _ _ I O AND BA HGE 416.7015.75 1 5PAGE/100 5F 5 6 u D lip I J / / �q \ \ o� sP Po MEDIUM SAND STORAGE 5PAGE 502.70 1 SPAGEACOO 5F `'� n ���'� I O Y oO O,zO Ve\oy� O W" ITEM 10608.2801 ASPHALT CONCRETE SIDEWALK'S AND BICYCLE PATHS I TOTAL 5PAGE5 10 12 �Q / l I II70 O d6P ti/ a v ^ O \ WATER IN PALE BROWN PARKING SCHEDULE BUILDING tt P sP FwE TO MEDIUM SAND SPACES TSPACES USE ACTUAL 5 F. TOWN CODE REQ. REQUIRED I PROVIDEDQ �O '7C� q q \ \ HANDICAPPED 1 (H) O. OFFICE 5PAGE AND BATH 455.00 1 5PAGE/100 SF 5 I \ l s. P Oo GONTRAGTOR I SPAGE/EMPLOYEE 0 10 �C.'7 / ��V) 1 C� BUSINESS /YARD PLUS 2 / 9 / COY' V'(\ o O q00 N S TOTAL 5PAGE5 14 18 `y0 n 7s / N/� ` � �'( G 9 s VCA' .��j� , I ,rPG 5 zv2v- CI�,w3 / ���/ �� o/�P e\ Off\ \\ I • NOTES - - 9 G m TOP Item 902.ogB3oIM d eb OP Do1`r' 6 / BASE Item 402.318901M ��existin av' o a 0 n Item 402.0983011M 1 t N BINDER Item 402.195901M e 1 } S ry em 402148901 4 '0 \�" / (TIA n O / _ MONUMENT FOUND �j ",IO 1 / / 4p A 6A "V (9 ,V mW EpC6 m Item 4023189011M / / N Q� � / O� Co / N Qor ELEVATIONS REFERENCE SUFFOLK COUNTY TORO MAPS �� / P�\ 2�' 'W / / 5U88A5E tl top pa"ement Y •- " S �® �J\ nPpe. rEM 1Oaw Oaos(PUL m Ite11 m 304 1011 / v 0 �W 1 / AREA = 50,725 5F OR 1.16 ACRES LIGHTING B 0� ''_S ® RUUD LI6HTM6 E4405-0 50WATT WALL DOWNLI6HT (1'\ \ " _2� \ Lu( DETAIL 1 '(j� — — \ MEETING EXIST.T. A ASPHALT PAV'T � \ (NO RESURFACING) 1 Bl RUUD LIGHTING DU405550 WATT WIDE FLOOD AI /. O ®� j b,W,O ITENI 104030903 SI PITTING ASPHALT I CONCRETE RUUD LIGHTING P5649 600 H WATT CARRIAGE LAMP / 6 / THERE ARE NO COMMONLY KNOWN CULTURAL OR HISTORICAL op°L xte LO Lr¢ CONCRETE CURB FEATURES WITHIN 500' OF THE SUBJECT PROPERTY /� \� TYPE A / O� ITEM 1B NOT 2801 aLcTY\>/ j O ¢ ENDNT.S. PARKING SCHEDULE REQUIRES 5PAGE FOR 200 S.F BUILDING AREA r1, NOTE THE RAM E CURB ZERO HF ETREVEA IN � SHALL BE RAMPED GOWN TO ZERO HEIGHT REVEAL IN THE LAST 10 FEET AT LOLATIONs FACING TRAFFIC LINE OF SIGHT DISTANCES BASED ON SIGHT DISTANCE TABLES FOR 40 M.P.H / ELEVATIONS REF. SUFFOLK COUNTY TOPO MAPS / r,� ' ><� C!/ ZONE DISTRICT BUSINESS G PROJECT LIES AT (INTERPOLATED) REFERENCE MARKER -25 0104 1522. GONTRAGTOR WILL GLEAN EXISTING DRAINAGE BASINS ALONG AND IMMEDIATELY ADJAGENT TO THE ROUTE 25 FRONTAGE AT THE COMPLETION OF GONSTRUGTION. / l , � .L l ��6�<`•�Ar� '��i` p"s:�'W`tl��,°°v';J:��'''R�'',`.'I^LSP�a°' REPAIR EXISTING SHOULDER, SIDEWALK AND CURBING AS ORDERED 4 V GRAPHIC SGALC- "= 20' BY STATE ENGINEER. / j JOHN C. EHLERS LAND SURVEYOR 0 20 40 60 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 RIVERHEAD,N.Y. 11901 369-8288 Pax 369-8287 REF:OIIp semerUPROM04-195a.pro