Loading...
HomeMy WebLinkAbout1000-102.-6-22 T �_I il - �o o z� J - �. L E SI IU�c C Tzl Ica.� RmT IL Y 30 5pO Ct WA9E �REfSaYRa �v , F <a 3 ' ' All o9 o,c �6 FF,sb 23 8 9 sT20 .'> 5 IE T'IE 1d oc T 0 I � •8r � , 3 rz SIJ I ' '� rs o B A'z,nL� 1 O-GRI ^oo IS-I F>7D NDRp 6T , R-80 '� 7 OIZE IJ LLY- "O, 1'iP� o AG2 IFo�-I C-ro 12.�+PE S- If3 ?sF — i 5 IA � Ac R 40 o. r^�Up` CI i Cp TAXI S ME171A IGIT-SII IG I�'J 1j0-3fc" O,G • pj Fj S EAST 2 2 r CUTCHOGUE 1 I 21 Y _ 1 Co + + + 'LO Y e lie ,: �, � I }, x. . ., 1..1,. 115 I -' d r - I '" � I I 20 r Q W DEPOT T------ \ °.,r ,°. n °..nrl E 3} - Z LANE T �':, 19 ; g \ � Q o q CUTCHOGUE am VLJ 9+177 J }l 1 $ \ W HARBOR EXIT 11Jy + /� O TC -TOFF EYI_ I • G.G. 5YM T r L � Oil Iv:STil.�j , \\ NEW SUFFCL}4. 6 FillI p LP 150 Fr F�DI�1s ! ;,(::' 1 C� IS O w�rE cescs TisE-ii RY) Ago1hj7 1 14 1 LN,K SdTE 9111JE P PEFLT / LOCATION MAP �� _ PR1.k E �/ W W 16 0 ., AwaJ G.G. - - PPR o A ' IIS I L a,W IJ 4 #12 � ,. ,p 5 Rv 1 0 It Ii,33irP. I' O i :4-ll LI�IK a _ #I X 17 ___ � - 15 - - 4 P� j � L A, I-17 L I sT CoxST IHJ PLAJ.JT5 To 11 TI�A+J�PL,AV-ITCr� ) O ~ LP ! Q KE•Y- P�oTH IGf+L AI col 0 1 E SIzE aFa<lc I1J4 pCn. Ih o � / � ' l0 spuza✓ca PRLJNI'�oLIP. �Ir.'lL 12..��1T sFl Fps. lo' T A�51-10 , 3 Aq: I C ' / G 11 TTn9::: t ER- EGI.�a at-IoWY PARf�EfL RO RS Irl !a' ASE T F6 �G•, t • i i 2 ILEX3 ILOL Y (o A39 P, 13 E=Xcc OLI_Y '�' I T AS BH N TI? � .I AgPFIALT WF^F'lWG CO415E II 14 G'�E LA �Ihcl-I -10' A� r -F A5PHALT �E COyRSE IS T• S `f 3' NT '.'''S T?, 'f� Z - IT� 1(o I�pE p p00 DSO �1 m I I%EFL G� 17 Ri•IC�(.2PfJ 12 gu CONGTiETC CLIItE!> pE S rl EI tiz PE2 Cc T 2 O,G, P, �1TI GRADE ', Iq P �c.,1JT G. -FT" H .B Q 3 09 ®RAVEL f/ 11 Sr % — � o SFFFbCOUHTYDEPARTMENi DE_ i '10 LANDSCAPING PC.. AN HEALTH SEVtf NORry AP°gOVEp FOR ':ONSTRUCTION ONLrOVE© QY I 2 ET 1° •• 20' H S REF NII /`/o - 90 -oo/ FLOW _L= d1 z • '� / BOAPD� Pa+', 60 • PLANNING 2 0 � ., - I 4 . ,• , 7U T H OLDTOVLOF 5' ¢ ' m I te . 51 . Ih '/ ,. ,. t r II n c li n. LEGEND I� Y a.l Iles oo' oo ATE I ' }, o' 3 D qq r '6 l� O �99 $i ' ��- '�r SemtarY Catle an0 �� nu M ww 3 = s �r AREA MAP 1 1 �' P » n PROV rer Irnm a [y4 , w I FA � �I� D T� 00 m 2 _ FH � �� I 6 'aruuwel5� mown PHIS APPROV L E%P;kF° IWu ' EARS r < z M FLEET E • DEC 2 8 1990 � o � LITI ITV IbLE / � w . I u i d FfZE �YpRA1JT COMPAG71sD SOIL x LOAPI�ECa A(2 EA T -nary E9rrNC*LwRE < u E I L / 3 50 2 E c �I DV 0 � - - --- `cXls'I1hE 1�C-l_L O LFI. f•11 Flo _ I y —1 _ �-� q Vl Vl -'E LI E -- - - + aa1p,7 337 ws 1 R (J To REr..4�l rl :• 2 - E RE(� L E Tt> I-bcw EP CURBING DETAIL _ ?` A-1 A-1 H a — - - - - LIST OF LAND OWNERS SITE DATA ; - v2° V-ON y,a� �Q 3°j,5 dr- --,� 4jr=F_15,PT I.,III::II'G 3QAcE / I -(/Fj°}�+, I / i s 33A•94- 9x17YP. Tax Maps #1000-102-6-22 INDEX OWNER USE P Go cTE I - a- 'iR�►AR t 'a G X16 2 CUTCHOGUE FIRE DISTRICT PARKING AREA Owners Robert MOlchart hIEJ.-I Cp�Jc..GLJ RFS 5 15t �, � � R*au-+nIG - 1 G 2600 Ruth Road, Bx 1198 FULL FFmIJT s Si 3 WILLIAM RESTAURANT/OFFICE/RESIDENCE Mattituck, NY 11952 osY P FB �'E - k-EXIST tl q+ ' TYP q 33,5 I ti Sn i 'i' 1 Cr1 G' � STQ•li+.�l"�- I7 TO + � . 4 WICKHAMS FRUIT FARM FRUIT STAND L FARM Zonings Hamlet Business P/C- gull R SCTE 1 LAI A: 'b3. 33i5 N 3YETEh/I lb �`-• 5 BLADOS, ANTHONY & WF OFFICE 6 RESIDENCE Building Area: 3,200 Sq. Ft. I', S I 33 T c� wd m I3F RENbvEn1 6 WICKHAMS FRUIT FARM FARM Lot Area: 20,000 Seq. Ft. PPOPPED, r-Jiii -' I •F 0 ZQ 'ti. �_ P_ 7 FLEET, EVELYN S. RESIDENCE Site Plan: Taken from survey by: -s N I ZJ 1L- .� �V — - I �` Project NO: LljE7 , Roderick Van Tuyl, Greenport, NY Im ffILJW 1 F1�awIHICi 8 MARCO, PHILIP G WF BARN Dated: 33,6 _ 37.5 rl I 33,u S t ' I Drawn By' � \(' t Ar ,I N I. .0 qP 9"NP B . WICKHAMS FRUIT FARM FARM Datum: Mean Sea Level . f,,'�j, l?J m NALIDK+t FJ� �'� r 14V El may- Checked By:76 ' 10 CHUGIN, ZINA 6 AND RESIDENCE Percentage ofIS'r Lot Coverage: 16 % `r /i (( ° Date: 1 /12./9011 PENNY, JACQUELINE ART STUDIO/GALLERY 9 9 ° S F rG $5.l& 0 R7 \ Scale: 12 ORLOWSKI , H. ALBERT RESIDENCE Q Q T� 33.5 _-- — A-I _ _ — — '`3- 1 I ' 1- PARRING DATA: Sheet Title: ,A� • _ J 13 ABATELL I DAVID G LYDIA RESIDENCE B 33.o t I c' o T - iLJo,O' �3'-0.a En, I 14 RFL PROPERTIES TRAVEL OFFICE USE REQUIREMENTS: SUB-TOTAL Z Z E.,1�' 3,5� IJ�I�F ��JI�b ELEGTWG - . O ExIS71 �T�/ tf T�LLF..PF '7hIE 9ERl/IGE'. A. Retail 3,200 S.F. 1 .0 per 200 s.f. 16 spaces 7 Ex, oIL TH1JIL E><Is�1. 8T 4¢E 15 LARK, RICHARD OFFICE of retail space � Q I,xlsTln.l (IJt�IpERGRaJJD) . J TdP�EEvEI SITE tr• d. �.✓s2µpp.r� TO bill RE*� [n I�lF 1:5 ILA DSS 18 COLGATE DESIGN GROUP CONVENIENCE STORE Total spaces required - 16 spaces L " ..CTE a q.7' g'' 70 DATA ' 17 KULLS SERVICE STATION, INC. SERVICE STATION Total spaces provided - 16 space: I 18 ALBRECHT, DAVID, H. SSB RESIDENCE - LANDSCAPING I 1s CUTCHOGUE SCHOOL DISTRICT SCHOOL LAY OUT, GRADING, & UTILITES PLAN Sheet No: 20 LIZENSKY, JOSEPH, J . RESIDENCE Area of Landscaping: 5,770 Sq. Ft. 21 DEPOT ENTERPRISES, INC. OFFICES 6 ATHLETIC CENTER Percentage of Site Landscaped: 28. 9 % � , •• 2U' l0 4• �11"1� 22 FOGARTY, JAMES RESIDENCE e IT- �T E 4 co , V\ 11F•�+ ODEL #_ A Vol_la E Tlti JsE ATTIC LI7GlST 2.0C - 0-12- - I� 12O 81J 1�6'ET To - F23 DUNNE, JOSEPH, P. VACANT/FARM - I LLA�O ED 2 OLLY.I.3 !./E 4. I-0f7- -12- Ft42 100 HPS I'Lf7 ETb(�.6 It iB not the intention of the Applicant to use G- I LL No til FP B'e I - - fx- - ISO I50 5 1 201, GLO6u.I - %7 Ph) the Attic of the proposed building for Storage. P �I - �74� ILAI I v ALL R iN DATA, A. CONJJR5 I' - --- - C,U CAS:'r IRON FRAME a GRATEtCONCAVEI FIN.GR. CAIIIIPBELL NO. 3456 SANITARYYS STEM DATA: ,O VIT. TILE PIPE CAST IRON 1 a GRATE II wilding Use: 3,200 Sq. Ft. Retail Hydrologic Zone: IV pT 1-•'>�E 5, cnour m v4" /FT 1 I -�q0• _ _ _ _ _ ., SII `rO 64AL Lot Area: 20,000 5 Ft. Si __30 I `- t'Tl�- I,E• r29,(08 III q• T I D d BRICK OR f ` Design Flow: Allowed Dry Store I�L�-L--L \ I • LEKkIIt.L�i I, E, + 29 '-IPS I I S H-ao•^�3 , _ �IsTnJG 'N �` ��';�� I CONC. BLOCK I �,,ryIL 0.03 GPD/Sq.Pt. of Building Floor Area I ?', \, I H O P1 0 0 (-Ioo L I I 0.03 % 3,200 Sq.Ft. = 96 GPD total. I EG7 I I VIT. TILE PIPE LF/4GF'l1�NGj (-CDL 'II I SEE SITE PLAN FOR SIZE f i IE, 'F'2B.`YS 1 � �I ' r ALLOWABLE FLOW: 1'���-D ' I , cc CAST IRON H000 a WALL I empTIG -r;-4r— L__..I __J PLATE FOR USE WITH —J I 1 1 'oz - - --� COMBINED SEWER -- _ ■ F FI O GPD/ACRE = 96/.45= 213.33 GPD/Acre. rM 1 0' CJ - B 1S • >_- 0 B- 4- i Y 00' - - CFTG Septic Capacity Required = Desi4n Flom X2r 96 GPD %2- 1-2 aMlz 192 GPD. 1 1 '.. .a B" i- lo' � ' UJ Z O A 5• - 0• FTO Septic Capacity Provided 900 G. (5'-7" HT X 4'-6"WIDTH) rp '�wl� o'A , �� 81 FLS 0 Leaching Pool Area Required 301 50.FT. 3 Rings 081DIA X41HT o S E ,C T I O N PLAN O SGA L E J 1 fJ m o 1 M O / STORM WATER DRAINAGE TABLEs c(a t� +I C IJ J � N - tom°+ o I Q Contributing Vol of 2" Storage 13Q tJ� t�c'+is•L� - 0 ' Sq.. Ft. Rainfall Runoff Vo1.Req. N AST IRON FRAME WD COVER TO GRADE O tl t -SOL.In ' Area Area Cu.Ft. Material Factor Cu.Ft. FINISHED GRADE k 1 Roo! 3,310 551.8 Roofing 1 .0 551.8 Pavement 11,120 1,853.7 Asphalt 1.0 1,853.7 8 1. .. `. 'LMA%. TOTAL VOL 1 O RE UIRED Bkl� 0 : 2,405.5 cult. O ' 1 V INLET U VOLUME y. — vf'. PRG'V� D: MIN P O,L zD2 6 Rin ■ � 12 DIA X . ;'D1 . 9 5' HT CLASS 2400 PIPE PITCH IB OROP'T'•r ED MIN. 1 OUTLINE O 6 X 504.6 eu.ft. = 3,027.6 cu.ft. , IF IRT P00 ve/I t D MIN.CLASS I EQUIVALENT 2400 OR •� EOOIVID MI PIPE V ' TOTAL VOLUME PROVIDED: 3,027.6 cu.ft. � � , I � PITCHED MIN. I v 1/8'1 f/ O O C) ,. NOTE. 1 ', ® ®®® r I m 1 Q 35' I� AU\ ^ 1. Catch basin cover - #82668 ®®®��I O . � 1 Septic system cover - #R1694 •-o• M y I Manufactured by Neenah Foundry or approved equal painted black. I � 1.II .4 Z CAST IRON COVERS 2• Inc or p QQQ // FINISHED GRADE N i11K Allp products to be as per Carlson � � � 501.10 ' Inc. or, equal with the following material specs: - --� - � J 3Ot SQ.FT. 1 4 w Concretlss Stre th za" 2 MAJL n 40 0 PS I 9 0 I 28' days _ Y O Cement A . - ..Aggregates AS M C - 133 I —20' E:,TMIN o 3'MIN. Water Pure potable - ` snN. 'a•DIA. e• Iz• OUTLET w >;I _ INLET L 'I IIIA II 4 1 LASS 2400 PIPE MIN 4'DIA FLOW LINE s I 4i I-ITCHE EQUIVALENT 1 IS' PITC PIPE Reinforced Steel: 'il'ITCHED MIN. 1/4'/I' PITCHED MIN. Rebare ASTM A -615 Grade 40 I/evl' ,I?I Welding Wire Fabrics ASTM A -185 yI L Y 2FT. MIN. ABOVE GROONDWATERI: NEIGHBORING WELLS AND SEPTIC SYSTEMS 900CAL d BACKFILL MATERIPL TO BE CLEAN ' 3. All connections between catch basins and leaching til III pools to be 12" dia. reinforced' 'concrete pipe in ,¢NATE t -it4c7 Ihl LE?G+'� L �. GRAVEL � SAND,AND GRA E accordance w � , with ASTM specification ► a LL 0 tion C76-62T. 1 .. 50 0 .J TE(i ��JNE p I T f' G MIN PENETRATION cb Z T MI IN A VIflGIN STRATA Q� '• 4 N J �,- , N 4. All drain' pipes from downspouts to be 40 PVC except T Of SAND AND GRAVE ¢ In multiple Connections where drain pipe shall be ! 1- to Increased to 60 s PVC. W J � ❑ z ' S. Top of al l storm drain pipes must be located 0p �. T (P, LAc } IIT rxaoL IJJ • ;'x- z3: 31-611 minimum below finished grade. E —I NO S G AI_C rwz a 6. Septic tank, leaching pools, catch basins, and ,3 P� T/F 3*5, G 1- e. TF 33 � G 2 / P � I33, O � w ^ s reek water enpply t0 conform with Suffolk Count 11_ rte , y �uPf+.lslvJ 0.7U � , 'V IJv, 3 9 e 1(1 r�ol_s 3 D p t. of Health Services Standards. Z ¢ r • u TYP. ST TYR Cdl x l I J LEAC.F'�IIJ�T - 1 c--C44 eASsJ I.J LL ♦ FT � I 'I� . F .rte N• K� 5 ACCESS '1 � �� OPENING C� 84. O,/7 1 UHT N2•Cfl�( S'LfTIG /� to FT NInJ GOV TLIL-b�1L.l D 'f�ST 4--1�L.-I:. ' NISH O GRNO LOcP+TIOt-il }�I?{�I(�8�(� qlZI I I SLos TYP, IIA LJAIZE -( gAY1L P� i LOAtil P/ P� F,.F, P2EP : a,2 9,F L IJP —_ ❑ INLET ry 1 0 - - - (o I f , 'b4, Project No: 1 ' q Ohl 'JJ}' 1 • I . l 6gol'-1w SILT`/ L''lA,1.4 R4�$ O ❑ F.F ELFT! 'TI 8� TYPICAL DOME I4Bnti 1 h.r1 0 ❑ I : Drawn By: I3ROI,..J� I.ge,i..1y SILT N. T. S. Q `WyyM,, D ❑ 1 �� o T- Pf- � ' ❑ L` Wp,, M F7Rdl'I�10 s Checked By: TS J � I 7a�a..Ihl SILT( Sh O '2•'1-LTi�� I �nan ❑ �. � IP ��. -'f' .0 12'•5' ♦ 1 'C'!�•I li•s' 12�¢ 12'xs' Date: O / I "I �12 RALE tAEGlJldLI GRADE �.SOLID DOME IJO x♦ _ N Scale To I�•Y �A RAE o a Q 6 LJIT4-� 1© o I - - �N I 81a 4� - - ---- l90 PE IIP, _ ' Gn•,a.♦!EL "N Y I o ❑ O - - ' - Sheet Title: I II T�/P I o ❑ I Cr T Gia 'g3,2 3 ❑ c T 33,25 cP� T/� 3a,2 c� o J , - Z g I� �/• 9P,7 'PALE ( 1�Wt-� t..� ILJM I oo�/nnr .c..✓o �' hl ?�O 5 �p a L No. rE seLCc.T I f I I v, , 7 SITE TO CCY*R9E S4.J[7 0 MC3CM C3=I � I cjlz .IL11LgR �C a� IM C3 93 me Al , 5 LI DRAINAGE .-sloes4e6TA �,Q�w,vrE•C• — — ' — -- -- - - (� CIRCULAR 4 ? I hIoTE I Fol 5�(z1/I lull y Size TEST 4-40 _E: [^TA PAMPAPED Jr( FOOTING vJ E STORM RING ,k ,� ��-e gEE ,'L� N MC.ril71JALD moose IE�JeE epx �o — --- -- —' SEPTIC SYSTEM & DRAINAGE PLAN sheet No: �Ll rl-ISL-D hJbJ�(o�� II 9 71 ' D 20 Go .. . IDA7XI 7YR 670P �,- I �.i,�1s :: 20 to 40 � Q �=. I_E SP- 2 �I ----- ------- I� - -- W A A' A A ..n� ,v. . � �. :� V � ' V A a �:A. .� A .A � A.. ..�. �. . .� . �.. '�. ,. A� ' � A . , ,, � .A oar.^ ��� .- .�A�A..,..� . A��.�� - .. .. .�� ,. A�� W zt���J z — - - z 0NUME,0\ I MM ` . ��11\ \.\ — _ INN, \,. � ���� �� \ ' .� � i s ylAv„ � :a A A A ��A •� V t J i t �•�. �. d ,a0 Z I I I I r-, I I &� tt? ' li II W �C A All 5 I t ': I � A•J I V I I I III I S ,: .,. I ` � I I I a `�o P' I i I I o' I" II V I A F— A it 4 U LIJ • V o MATERIALS LEGEND SIDE ELEVATION EAST &WEST 0 I SCALE 7 /4 :: l '—O# Z P�at7 p TTE1J V Q -nAl IJRT Ee -- - -- � pi.-4 A, LT GLC s I – as Z • LAN,IDSCAPING ¢ , v TY21r.A �— I AIIVT - c E.D 1 r - � SERVICE ENTRANCE/ DELIVERIES ,-� - Y tii uu II rrw DN ; a ■ ■ ■ w 17 i,.1: vlsi:, z9 M ryy G �TCHOGUE HARDWARE RETAIL SALES Q I ENTRANCE ENTRANCE M SHOWROOM r ? G �jr . � rr .. .r , r r Project No: 91'7 / 3�$� � 4 �� �°Ip ? �� �^�p�"R s IA�a'7 tai,, ��t � - I I _ ail ■ ■ Drawn By �' CHECKOUT Checked B Y i ° TS PARKING Date. q q r� I DN I Scale: �5 Sheet Title. HANDICAPPED ACCESSIBLE FLOOR DROPPED CURB W/RAMP PLAN & `? ELEVATIONS ll FRONT ELEVATION FLOOR PLAN L SCALE :: 1 /4' :: 1 '-0' SCALE 1/8": : 1 '-0" r Sheet No: U A- 1 I , � U I III