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1000-83.-3-4.6 (2)
THE CUTCHOGUE BUSINESS CENTER 8595 COX LANE - CUTCHOGUE TOWNOF SOUTHOLD , SUFFOLK COUNTY NEW YORK AMENDED SITE PLANS FEBRUARY 1 2007 SpUNp BR/ocF�NF �pNp\SAN LIST OF DRAWINGS: C-0 TITLE SHEET C-1 DIMENSIONAL PLAN ° C-2 GRADING & DRAINAGE PLAN C-3 LANDSCAPE PLAN �G�q"SR C-4 EXISTING FLOOR PLANS AND THE UNDcasIGNM.PURS[im r11)S Ih,LL;,;,., �q0 10a 54P)ACKNO�eDaes nus Tae CONDITIGN9 0l I,le s,r r�,tia FIRE PROOFING PLAN ^j1r/ 0 ps"SIn7NCD rr.D°,ytEouN`RNs n s 'nI,N, tv.easernMr"W (�lU� ON � 0 0"r<qNF � C-5 EXISTING BUILDING ELEVATIONS ORIZfDSIGN re5;...- -- `3 / ;67 PROJECT �p�N��6 P-1 SANITARY PLAN - 9-1-2006 APMOVUO" — rowx oP s uTeOLD Pt�rrrrmra�o LOCATION /i% I�n'ene TIT�E��pATE� P-2 SANITARY PROFILES - 9-1-2006 NOTE:The approved site development plan shall be valid for a period of three(3)years from the date of approval as per code section 100-255. APPROXIMATE LOCATION OF " CAPPED LANDFILL I'D 5 T07 Q lglF0y, TGTHt�<N LOCATION MAP � =saot OWNER/APPLICANT: NORTH FORK RESOURCES P.O. BOX 1248 SOUTHOLD, NY 11971 (631) 734-2410 Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, New York 11952 (631)298.1986 (631)298.1986 fax www.condonengineefing.com PARKING CALCULATIONS TEST HOLE NU, I 1600' + APPROVED SITE PLAN CURRENT USE AMENDED SITE PLAN PROPOSED USE UNIT NO. PROPOSED USE UNITAREA REQUIRED SPACES SPACES USE UNITAREA REQUIRED SPACES SPACES TOPSOIL (OL) ]3' UNIT 1 AUTO DETAILING/STORAGE 1,378 S.F. 1 PER 1,000 SF 2.0 LIGHT INDUSTRIAL/STORAGE 1,378 S F. 1 PER 500 SF 28 HEAVY CLAY MEZZANINE OFFICE 380 S F 1 PER 100 SF 40 MEZZANINE OFFICE 380 S.F. 1 PER 100 SF 3.8 MIXED GRAVEL G% (OU Y, UNIT 2 STORAGE 1,077 S F 1 PER 1,000 SF 2.0 FOOD PROCESSING 1,358 S.F. 1 PER 500 SF 2.7 L -- - -- - - - - -- - -' - - - -- - - - - OFFICE 281 S.F 1 PER 1GO SF 3.0 OFFICE 281 S.F. 1 PER 100 SF 28 LOAM & COX LANE PROPOSEDHANDICAP TYPICAL UNIT3 FOOD PROCESSING 1,891 S.F. 1PER 500SF 4,0 FOOD PROCESSING 1,7388E 1PER 500 SF 3.5 SANDY CLAY ($C) PARKING 1NG STALL IBES TYPICAL STORAGE LOFT 142 S.F. 1 PER 1,000 SF 0.1 -q 5 ACCESSIBLE PARKING BPACE "EXT R ONLY'SENSr A EOE OF PAVEMENT DETAILTHIS PAGE) OFFICE 142 S.F. 1 PER 100 SF 1.4 COARSE $AND UNIT 4 FOOD PROCESSING 2,132 S.F 1 PER 500 SF 5.0 FOOD PROCESSING 2,198 S.F. 1 PER 500 SF 4,4 GRAVEL 20% (SP) CONC. MON, S 59055' E 7 _ 1 OFFICE p72 g,F, 1PER 100 SF 3.0 OFFICE p72 g,F, 1PER 100 SF 47 4�0' W T- EXMTING SIGN SIGNAGEFOR /� CONC MON FOOD PROCESSING 1,213 S.F. 1 PER 500 SF 3.0 FOOD PROCESSING 1 PER 500 SF ACCESSIBLE PARKING (,1 929 S.F. 1.9 COARSE SAND (SP) \\ �/ - 1 Illl STORAGE LOFT 280 S.F. 1 PER 1,000 SF 0.3 EXISTING GATE Y 190' �� UNITS OFFICE 957&& IPER 100 SF 100 OFFICE 1PER 100 SF T 9575,F. 9.6 NO WATER ENCOUNTERED o. 1 r 7 (D m MEZZANINE OFFICE 927 S.F. 1 PER 100 SF 9.3 I0. 1 FL, 11 ASPHALT PARKING m^J P UNIT7 OFFICE 1,160 S.F. 1 PER 100 SF 12,0 OFFICE 1,160 S.F 1 PER 100 SF 11,6 ( AREA TD aEswNMr 51Y °' Q UNITE OFFICE 798 S.F. 1 PER 100 SF 8.0 OFFICE 798 S.F. 1 PER 100 SF 80 ®TEST HOLE N0,7 1 w,u 240' ,106 136' 1 PER 1,000 SF2.0 OFFICE 1,2581 1 PER 100 SF 126 1 Soot 73' UNIT9 BTDRAGE 1,1845E I LOCATIONS EDPARKINO STALL UNIT 10 STORAGE 1,856 S F 1 PER 1,000 SF 1 PER 100 SF TEST HOLE NO. P I � L164,0' +�_ 1 Q uNlT4 LocATKNOT BE INSTALLED) WILL /t p 2.0 OFFICE 1,0105.E 10.1 NOT BE INSTAlLE0) pp /1 /1 IUNITE a m I I XISTINGI STOR GA 1 METAL HUT/SHEDS 1,3605.E 0 METAL HILT/SHEDS 1,360SF, iPER 1,000 SF 14 TOPSOIL (GL) I 1 a e UNIT uNlT2 METAL FRAME UNITE 5-10 Illl I ATTACH AT TOP MECH.ROOM I COMMON HALL 625 S F 0 MECH ROOM/COMMON HALL 544 S.F. 1 PER 1,000 SF 05 -],31 > 190'm 295' a WAREHOUSE (SEE FLOOR PLANS) AND BOTTOM HEAVY CLAY 1 5 FLIN.FLOOR=55.4'I MISC.CONT I WALL SPACE 801 S.F N/A N/A MIXED GRAVEL 5% (OU , I 1 o IISGNAGEFOR - 1 TOTAL REQUIRED SPACES 60.0 TOTAL FLOOR AREA 13,433 SF TOTAL SPACES 89.5 20 ACCESSIBLE PARKI SIZE AS REQUIRED SIGN EYJSTINO9'%13' SHED 1 2002 55. '� LAYOUT AND BY LOCAL CODE TOTAL 2ND FLOOR/MEZZ.FLOOR AREA 4,480 S.F. > 216.0' y°y mwAe yyy TOTAL FOOTPRINT AREA 17,913 S F, LOAM a mu-m _ N9I SANDY CLAY (SC) 42, 0 PROPOSED6'XB' I � R OO � 0 1- I 1- -1 & O" mea � o GALVANIZED CHANNEL PARKING PROVIDED: MOVABLEFRAMESHED / a COARSE SAND / p 15 a � \I POST INSTALLED PLUMB 9'X 19'STANDARD PARKING SPACE =66 C GRAVEL 207. (SP) Q 4 0 1 1 10 \ I w o B'X x 19'HANDICAP ACCESSIBLE SPACES = 2 ]0 O lsts / 4 220' 190' I F o I I VX 19'PARALLEL LANDBANK SPACES = 2 a Q _ - 3'STEEL PIPE Y X 19'STANDARD LANDBANK SPACES = 9 COARSE SAND (SP) > I 150' ASPHALTPARKING o FILLED WICONC. V X 19'PARALLEL PARKING SPACES = 5 a 26.2' I8 AREA TO REMAIN d 0 d MO WATER ENCOUNTERED 2LOAOING 9'X 19'60' PARKING SPACES = 4 z I I N SPACES p RELOCATEDACEMENT WASH 8'X 19'60' HANDICAP PARKING SPA TOTAL=90 ASPHALT PARKIN -J "1 C� AREA TO REMAIN 1s.aJ 220' DUMPSTER SLOPED 1MIN. O >� B0, 245' O q 220' - - 5a L 14"IFT. LOADING REQUIRED: TYP. - - I FOR MANUFACTURING,WHOLESALE AND STORAGE USES: 1 BERTH FOR 5,000 SF TO 10,000 SFAND CD \ .� ® - -1 ONE ADDITIONAL BERTH FOR EACH ADDITIONAL 10,0005F W w RELOCATED O v L - m SECTION A-A LOADING SPACES REQUIRED=2 00 00 GARBAGE r, I� OST BELOW 4 LOADING SPACES PROVIDED=2 Y- DUMPSTER Qj m P O 9 35 rSIZE AS REQUIRED SIGN SITE DATA TABLE ° _ 4,000 PSI AIR ENTRAINED N Ir m CONCRETE FOOTING LAYOUT AND BY LOCAL CODE z l - L_ _ �I c !� ,, OWNER/APPLICANT: NORTH FORK RESOURCES 15'DIA. [XISTINGMEOFSLOPEL P.OSOUTHOLD,NY 11971 . BOX 1246 PROPOSED LANDBANK l N ti I GRAVEL PARKING AREA70 BE ,i I NOTES: (631)734-2410 a CONSTRUCTED IF NECESSARY a 1. SYMBOLS TO BE PAINTED ON EACH SIGN. ATTACH AT TOPAND BOTTOM a ch ZONE LIGHT INDUSTRIAL J TTI 2. EMBLEM SIZE,COLOR AND EXACT LOCATION TOP POST VIEW BE INSTALLED UP THEM O oz WITHIN THE PARKING LOT TO CONFORM TO USE OF PROPERTY LIGHT INDUSTRIAL,FOOD PROCESSING, BESTING LO UP TO THEME OF Y-^ LOCAL GOVERNING CODE. OFFICE,WAREHOUSE/STORAGE EXISTING SLOPE �? �+ y, (EYJSTNG SLOPE TO REMAIN UNDISTURBED) pV mim SIGN MOUNTING DETAIL AREA OF SITE 265,603 S F.OR 6.097 ACRES __ ______ __ _ _ L _- 000mo z0 N.T.S. p�' H AREA OF BUILDINGS 13,4335E r $aUZONING COMPLIANCE TABLE o� m SIGNAGE FOR z ACCESSIBLE PARKING `n I EXISTING DIRT REQUIRED PROVIDED J I FARM ROAD BUILDING HEIGHT 35'/2STORY 227'/2 STORIES 1 1 12" FRONTYARD 100'(OR AVERAGE 1 ® 1 SETBACK ON COX LANE 61 TEST HOLE NO2 GREEN BORDER(3181 AND REAR YARD 70' 438.87' RESERVM LETTERING(2-HEIGHT) J PARKING SIDE YARD 20'(4(Y TOTAL) 556' 273.6' ANEAGE BE USEDRUTIO U ( ) ( ) STORAGE OF CONSTRUCTION a 45° EQUIPAENFANOVEHICLESAND FOR TEMPORARY STOCKPILING EQUAL EQUAL zo MIN. LOT AREA 40,000 SF 265,603 SF (APPROX.43,590 S.F.) z WHITE BACKGROUND AND t 3/8'MARGIN LOT COVERAGE 300% 506% I BLUE INTERNATIONAL LOT WIDTH 200' 475.72 yQ M2 zSYMBOLOF ACCESSIBILITY LOT DEPTH 15V 559.78' EXISTING DIRT m NOTE: 12' SIGN HEIGHT SHALL BE SET TO MAKEHIFARM RDAD J (/`/ , PERCENT MIN.LANDSCAPING 25.0% 77.7% � _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ QTHEARIVESI SET ALLPEOEHICLEPLE HIN ��- - -- - - - - - - - - - - - - - - r THE DRIVER'S SEAT OF ANY VEHICLE GENERAL NOTES - __ - - - - - - - -- - - - - - - J 12 J, 318'GREEN BORDER 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 111"GREEN LETTERING SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF AN HEALTH SERVICES AS REQUIRED, N 5905531" W 513.96' !' BLUE 4 6' CACCVESSIBLE GREEN LETTERING PAVEMENT WHITE BACKGROUND AND 2 TOPOGRAPHIC AND EXISTING CONDITIONS SHOWN ON THE PLANS FROM SURVEY DATED MAY 00 + JEA LAN MNOW OR FORMERLY ALJ.OF STRIPING 3I8'MARGIN 22,2006 BY HANDS ON SURVEYING. ,Lo S.C.T M. 1000-083-03-4.5 3. SITE PLAN INFORMATION SHOWN ON THE SITE PLANS IS BASED ON THE APPROVED SITE 1a� / 280 D BOX LANE PLANS PREPARED BY RLH LAND PLANNING SERVICES DATED MAY 1,2005 AND APPROVED BY CUTCHOGUE,N.Y.11935 , SIGNAGE FOR THE SOUTHOLD TOWN PLANNING DEPARTMENT DATED OCTOBER 17,2006. ZONE:U ACCESSIBLE PARKING 4 SITE RIGH R 2�Q.� Sf��IHTS LOC TED FOR SECURITY AROUND / BUILDINGA VAPOR MP �H6�1TJ�SYARE LOCA ED AT EACH UNITS ENTRANCEI 16-0"MINIMUM EXIT PER TH APPROVED SITE PLANS PLANNING BOARD SITE PLAN TOWN OF SOUTHOLD REVISIONS TYPICAL ACCESSIBLE PARKING SPACE DETAIL 1 -4D N.T.S. DATE 3 . .O ?/ a7 SOF N"" J CO LEGEND EXISTING PRIOPOSED � CO 0, N�OO Plensare repered by Condon Engineering,PC. Nisevmlah BELGIAN BLOCK CURB State Edu ew, me , echon 7209,or any Person unless acing un % W Ihadnachonofalimnsed Pmfesslanel Eng,nmr,Archilect,or Lend SuNeyor,lo 0 2 EDGE OF PAVEMENT any item in any way,If an item bearing the seal of an Engineer,Architect,or Land NUMBER OF PARKING STALLS ® Ae Ai Itmed.the sealand the notation Wheredb folares Eni lo eolor Ly hi anwnehallaa to the pROfESSIONPA'F. SC.T.M.DIST.1000 SEC.083 BILK.03 LOT 4.6 Y lowed bylterahrsignature and the NUMBER OF LANDBANK STALLS dale afsuch sloredons,end s spemficdes°Rfion of the elterahon +' HANDICAP STALL ' Condon Engineering P.C. CUTCHOGUE BUSINESS CENTER ASPHALT PAVEMENT 0 Scale:As Shawn 8595 COX LANE C 1 GRAVEL D 1755 Sigsbee Road CUTCHOGUE, NY Drawn by.JJC Matlituck, New York 11952 �F PROPERTY LINE - TRAFFIC FLOW ARROW (631)298.1986 (631)298.1986 fax �J Dale: 21112007 www.condonengineering,com DIMENSIONAL PLAN i -J_ DRAINAGE CALCULATIONS: GENERAL NOTES THE UR VII DIN PROPOSED FOR 2'N 6942L L __ __ _ __ __ __ __ __ __ __ __ _ __ __ fiB 42 OF PER 7 ALL MATERIALS LOCATIONO OF—THE PROPO6ED DRYY4ELL STORAGE TOBE FSTORDIN PRO POSED ID'AND ETER PROPOSED TLLSPROVDING ROF THE ETHODSTOWN OF S UTHOLCONSTDNDTHECTION ALL SUFFOLK ORM UTY THE DEPARTMENT AND TO BE LOCATED IN THE FIELDAS �(s ' ' OF PER VERTICAL LFOOT OF STORAGE EXISTING AND PROPOSED B'D THEDRYWELLS OWING UNG4224 SPECIFICATIONS OF THE TOWNOF SOUTHOLO AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NECESSARY MINIII DISTURBANCE OF �AA..I�AI --_---APPROX LOCATDN OF 12'W,M_- USA 1 ________________ D� 'A�� OF PER VERTICAL f00T OF STORAGE THE DESIGN IS RASED ON THE 6 ANDL FOLLOWING AS REQUIRED ---------rtIIMTNGARIGETATIOIO -------�� -�FtFit� \ -? ( I COEFFICIENTS,ROOF 1.0,ASPHALT PAVEMEM70,GMVEL PARKING O6AND LANDSCAPING / �1 , 1 0,10 2 TOPOGRAPHIC AND EXISTING CONDITIONS SHOWN ON THE PLAN FROM SURVEY DATED MAY 22,2006 BY EP55.D6' EDGE OF PAVEMENT p153�33' > I HANDS ONSURVEYING FITEP53.25' EP53T ' EP5296' DRAINAGE AREA'A' E�4L SNOB ______�6 70' 1 \\ p r STORAGE REQUIRED 3 THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE _ S59 55 E 7 . _ WATER MfrfR ELS3,13'_ PAVEMEMAREA' 965E%100%2"172= 7,Bfifi CF COMMENCEMENT OF WORK THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWNON THESE \ -� 5'B PVC �r�-�— ENNE, NDN, DRA"Q" ROOFAREA' 3,019SFX100 %2'112= 503CF PIANS IS CONCEPTUAL AND MOST BE CONFORMED ACCORDINGLY IN THE FIELD, 1 W6 LPG TANK T \ \ \ \ i ASP. ' ' LANDSCAPE AREA. 13,762SFXO,IOXT/12= 229CF • NSAk > I \\\ 1 2,59BCF 4 ATAINED BETWEETW TE TEN LINES,(10)FEET HORIZONTAL ANDEIGHTEEN HOT YLIINCHES VERTICAL IS TO BE EBLACE E%I6NNO SOMD o DW-81 • RATE COVER WITH 0 ` \ ri 1'D DRYWELL I 1 EXISTING DEEP DEPROVD 16 MAINTAINED BETWEENWATERLINES, STORM DRAINAGE ANDA]R SANITARY LINES OR STRUCTURES ,fj SLOTTED COVER - -iC0 'j `O� I RIM 53.0 1-SAO X4'OEEP DRYWELL=769 OF \ y --- TOP RING EIA DRA"B" I 2,598CF-169 CF=2,4z9CF w �COMRACTORSHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING _ I DW-A1 A2,A3 .ep \ \ v 533 r - �, 2e 10'O DRYWELLS 1 Jr /0 "'_ / IN DEEP LEACHING RINGS STORAGE REQUIRED, tea' RIM 51A \\ 1 'Q A .�J' ASPRALT DRIVEWAY \0�� p > // 2,429 OF 5842 CFNF=355 VERTICAL FEET REQUIRED 6, ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY. LEACHING TOP RWG 41 1 \ -LL 4b' I ------ter ASP, \ �i '` T• '• I STATE AND FEDERAL LAWS,CODES AND ORDINANCES CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING '\ 1 / m.Xn---' EU 517 I OF ALL UNSUITABLE MATERIALS OFFSITE DEBRIS SHALL NOT BE BURIED ON-SITE O AT LEACH: 47.82/ S 1 1 1 wai I EXISTING EXISTING DOM 1 USE 3-1EPROVIDEO' `7TEST HOLE N01 INyq,2(y1T \ 1 1 -'T � 1 - USE3-70'D DRYWELLS-12 VF EACH=36 VF PROVIDED 1 / zoos p I REMOVE EXISTING DOME I / ` ELI ANDADD7-t'D%5' 7 ALL MANUFACTURED DRAINAGE PIPING GRAN IAL APPROVED EQUAL INTERIOR NECTINCORRUGATED POLYETHYLENE HALL BE MAS I I W \ \ 1 \ \ I UNIT4 I LEACHING RING WITH TOP I DRA"F' DRAINAGE AREA'B" MANUFACTURED BV AUS GRAN APPROVED EQUAL INTERCONNECTING DRYWELL PIPE SHALL BE MINIMUM 12' : d SLAB j STORAGE REQUIRED. DIAMETER OR AS NOTED ON PLANS, ALL PIPING TO HAVE MINIMUM 2'OF COVER UNIT? UNIT2 UNIT3 �XSTNGISTORT PAVEMENT AREA 28,0445FX LW%2"/12= 4,674 CF METAL FRAME I UNITS6-10 B DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO I / \ 1 1 1 1 SEE FLOOR PIANS I I I ROOF AREA' 7,6145FX 100%2'112= 1,302 OF I / \ 1 " WAREHOUSE ( ) �-' I GRAVELAREA 4072 SF X 0 BO X 2'/12= 4B7 CF PREVENT THE TRANSPORT IN THE IvYNTTLATION N MAINTENANCE NANCE DRAINAGE INLETS,ETC MTHE EASURES SHA / I AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL / 1 MNG CGVE 6TO GRADE FLIN.FLOOR=55.4' FN COR 1 LANDBANK GRAVEL AREA 2,z50 sFx6wx2•n2= 225 cF I / 1 \ 1 I q LANDSCAPE AREA 22,277 SF X 010 X 2'112= 371 OF CONFORM TO THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL' 1 1 1 1 1 / C�3 �AM SLOTTEP COVER / 3 / r EXISTING 'X1 ' SIIEO / � 7,059Cf 1 soon f� I REPLACE EXISTING EXISTING STORAGE PROVIDED, 9ALL PAVEMENT TO BE REMOVED SHALL BE SAWCM, ALL NEW PAVEMENT SHALL BE INSTALLED IN �) I I / 'S•Y I3roID 'sl¢ ¢w \ ° 0/ SODOGMTE 3B'D X4'OEEP DRYWELLS=5W CF ACCORDANCE WITH APPROVED SITE PLAN. / I II I I \ \ mclulrOp J COVERWITH 2-13OF ____ ______ v I WI HSTANALL CAST TOR20 STRUCTURESSHALLLL DI CONSTRUCTEDALONWITH TEMPERATUWITH RE AND SHRINKAGE, TRANSPCEMENTORT R ,,II ND ( \ SLOTTED COVER 7,2fi6 OF WITHSTAND AASHTO H2O TRAFFIC LOADING ALONG WITH TEMPERATURE AND SHRINKAGE,TRANSPORT TO THE / I PgOPGSEB 'X j \ ( I MOV) 550 I 7,059CF-1,2fifi CF=5,793 CF S ITE AND SITE CONDITIONS AS SHOWN ON THE PIAN Q MO){AB FRII•ME HE 1 i ( � l l/ \\ STORAGE REQUIRED / III II I , , 11 REMOVE EXISTING �Y, - - — - - — - - — - - — - - 5,793 CF5B 42 CFNF=847 VERTICAL FEET REQUIRED 11 CONSTLL RUCTED TO SU PORT AAFACNREO WITH IC 0 PSI LOADING AND SHALL BE DESIGNED, C`I / I I 7 DROP REMOVE ETODRGDOME - `111N` CONSTRUCCASTS STRUCTURES SHALL BE MANUFACTURED HED TRAFFIC LO ADI NG O I I I 0 INLET Q AND ABU 7.1'0 X 2' STORAGEPROVIDED, 9 1 12 CONTRACTORS HALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES DETAILING THE STEEL Lars LEACHING RING WTTHTDP USE 5-10'D DRYWELLS-i7 VF EACH=B5 VF PROVIDED REINFORCEMENT AND PROVIDE CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES ARE \ ALLDMTTOBED SLAB / \ RDRAINAGE AREA PLAN DRAINAGE AREA"C" DESIGNED TO SUPPORT H2O TRAFFIC LOADING ( \I I I SLABIUME BE � / STORAGE REQUIRED. 73.MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST STRUCTURES DELIVERED TO THE SITE `wY' DW-B7 OWBS `� �BW-E-0 1..� > \ STADEDIM EDL 1M0 DRYWELL EL154,8' 1p0 DRYWELL � IMDRYWELL 1'=100'XMTING B'O DRYWELL ) SEE EEDSTALLATIONELY RIM 53.5 RIM 54.5 IM 51.5 PAVEMEMAREA. 2,2955FX 101)X2"172= 383 CF MEET ALL REQUIREMENTS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH CO ECF DRYWELLS WITH I AFTER:IMAGE ATgN TOP RING 50.11 b b TOP RIM'51 / TOP MNG 55.1 j SERVICES z EfOI 1 \ Ira AOS PIPE OFDMINAOE 1T DEEP LEACHING RINGS 1T DEEP LEACHING RINGS I 605 I 7'DEEP LEACHING RINGS EXISTING STORAGE PROVIDED \ INLr41.1(in ,„„412111-) DW-03 ,p„,1.,,,1, �� � (TO BEINSTALLEDWHEN 2-TOX4'DEEP DRYWELLS=33BOF EROSION CONTROL MEASURES �I 10'ODRYWEUL -(� III \ 4 LANDBANK PARKING IS � ( \ I 537 RIM 53.5 '/ I CONSTRUCTED) 383 CF-336 CF=45 OF n \ \ TOP RING III I I 1 IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT AND THE HAYSEED,DURING THE v \ I I STORAGE REQUIRED COURSE OF CONSTRUCTION,CERTAIN EROSION AND SEDIMENT CONTROL MEASURES MAY BECOME iT DEEP LEACHING RINGS o I I OWA1 45 OF CFNF=I I VERTICAL FEET REQUIRED \ \ 4.0 DRAINAGE LDS,PREVENT RECHARGE TRANSPORT OFSEDIMENTEROSION CONTROL MEAPONDS,WATERCOURSES, W Lu ` ` y�� ` i INV 11.t(12T I 10'D DRYWELL OMINAGE INLETS,RECHARGEBASINS ETC ACTUAL EROSION CONTROLMEASURE6WILL BE DICTATED \ \ \ \ \ A I p0 RIM RINE p[) \ \ \ \ L _540 -0 • 2 \ I� STORAGEPROVIDED' SBy HALLFIELD CONDITIONS AS CONSTRUCTION PROGRESSES,OUT THE FOLLOWING GENERAL CONDITION ap TOP RING 5IA \ \ ADD 1-O'OX2'DEEP LEACHING RING TO EXISTING DRYWELL SHALL BE OBSERVED'. D � � � 1T DEEP LFACHWG RINGS L� INV 18A(11") GROIINDSURFACE OR DRAINAGE AREA D" - EXISTING VEGETATION TO REMAIN SHALL BE PROTECTEDAND REMAIN UNDISTURBED O `_I- SOILS WITHIN I2'OF PAVEMENT PAVEMENTSUBGRADE(WHERE STORAGE REQUIRED - CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF EXPOSED AREAS PROPOSED SUBGRADE COMPACTED TO 95% APPLICABLE) AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED, ,° N \ \ ��\ \ '/ / LANDBANKGRAVEL OF MAXIMUM DENSITY PAVEMEMAREA. 2,5836E X 100 X2"/12= 431 OF - THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF \ ` \ > � f/ T° a PARKING AREA TO BE ROOF AREA, 3,0785FX700%2"/12=503 CF PEA Z \ \, \�-� \ � /� / 63A O CONSTRUCTEDIF \ \ \ \ \ \ \ \ \ LANDSCAPEAREA 1,166SFX01OX2'tl2= 19CF VELOCITIES. Ln \ \ \ \ \ \ - SEDIMENT SHALL BE RETAINED ON THE SITE. 1 �Y 55 ___ �5 / / \ Q NECESSARY 953 OF/ / \ \ I \ \ \ EXISTINGTDEEPAGEPROVIDEO', SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATIONAND MAINTENANCE OF ERO610N 7-fi0%4'OEEPDRVWELL=1fi9CF ° '.SOILS IN E%CESSOFB'BELOW PAVEMENT SUI 953 CF-ifi9 CF=784CF CONTROL MEASURES SHALL CONFORM TO THE NEW YORK GUIDELINES FOR ER ION ANDSEDIMENT Di ` /-----� / � \ .1 :'GRADE COMPAC EDT090 \' ( M T % CONTROL'. / 1010BRYWELL ✓/ ../ V I STORAGE REQUIRED RIM 540 ,ALL OMNRBEDSLOPESIO BE E/) wU 2 SEDIMENT BARRIERS(SILT FENCE,HAV BALES OR APPROVED EQUAL)SHALL BE INSTALLED AS REQUIRED O 784 CF/4224 CFNF=18 6VERTICAL FEET REQUIRED G 50.1 STAB LQEO AND SEEDED Z TOP WN I I UNDISTURBED I ALONG THE LIMITS TDDISTURBANCE FOR THE 00 Y - R TH RATIN OF THE WORK NO SEDIMENT FROM THE SITE G RINGS IMMEDIATELY AFTER 1 'DEEP LEACHING I EARTH RTH SHALL BE PERMITTED TO 5 O ��:'.'�FINAL�BACI(FILL���' T WASH ONTO PROPERTIES LA S I / / � �O m ��'.��':�")'�� RTI ,WET ND OR ROADS INV48.8(42") IINSTALLATN)NOF DRAINAGE wz `g' w m > ':%%I PEP LACEOIN,'.,:;{.;: STORAGEPROVIOELL xx %%I IT AUD5VFOF RNGETO EXISTING DRYWELL=I4VF-5VF=19VFPROVIDED 3 GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH THE USE OF O cYi4 'g X = CORRUGATED TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL KoC)WW OLYETHVLENE PIPE(BY CONSERVATION SERVICE RECOMMENDATIONS Oc=90 ADS OR APPROVED EQUAL) DRAINAGEAREA'E' I \ '� `7 -POR STORAGE REQUIRED' 4 OPAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BUILDUP \ OD N $arxj a INITIAL BACKFILL, LANDBANK GRAVEL AREA: 4,395SF%060X2'112= 440 CF THROUGH THE USE OF SEDIMENT BARRIERS,SEDIMENT TRAPS,ETC.AS REQUIRED 6'-12' \ \ \ O Otero O ABOVE TOP OF PIPE STORAGE REQUIRED: 5 INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED DAILY BY THE I ) \ \\ O 440 CF 5B 42 CFNF=6 4 VERTICAL FEET REQUIRED \ \ I OUTSIDE PIE SPRINGLINE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR THE DAY ANDAFTER HEAVY OR PROLONGED STORMS MAINTENANCE MEASURES INCLUDE,BUT ARE NOT LIMITED TO,CLEANING ANDCIR REPAIR OF DWMETE STORAGE PROVIDED, SEDIMENT BASINS OR TRAPS,SEDIMENT BARRIERS,BERMS,DIVERSIONS AND INLET PROTECTION USE1-1000RVWELL-7VF 0 BACKFILL LIFTS PLACE SAALTERNATELY IN 6 APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. / I 000000 o0oo 000000 PIPE TO SPRINGLINE ELEVATION 0 00000 00000°0 7 A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOUSE DEBRIS / o0 00000000°0°0°o FROM BEING TRACKED ONTO LOCAL ROADS THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL / / 1 TEST®NO2 PRE-SHAPEDFOUNDATION OR FLAT BEDDING(CLASS I,II OR III)WHERE THE SITE IS PERMANENTLY STABILIZED / / 1 FOUNDATION WITH BACKFILL TAMPED ffaffffm UNSUITABLE MATERIAL IS B SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND / I INTO PIPE HAUNCHES AT I / 1 00 a24'MA% ENCOUNTERED DURING EXCAVATION DISTURBED AREAE ARE PERMANENTLY STABILIZED AFTER PERMANENT STABILIZATION,PAVED AREAS / 1 I CONTRACTORS DISCRETION OF PIPE TRENCHES AS REQUIRED IN SHALL BE CLEANED AND THE DRAINAGE SYSTEM CLEANED AND FLUSHED AS NECESSARY ( 1 I NOTES ASTM D2321,LATEST EDITION I I 11 I I 1, CLASS I,II,IIIORIVCOMPACTED SACKFUL MATERIAL REQUIRED INALL PIPE LEGEND I I \ I ZONES,PER USES(UNIFIED SOIL CLASSIFICATION SYSTEM), EXISTING PROPOSED Z THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING DRYWELL-GRATED INLET (•) (A1 O BOX IN ACCORDANCE WITH LATEST OSHA REGULATIONS THE TRENCH WALLS MAY BE CUT BACK TO A 11 SLOPE OR THE NATURAL ANGLE OF p REPOSE FOR THE SOIL WHICHEVER IS GREATER AT THE DISCRETION OF THE SEPTICTANK \O� O ENGINEER <, o / III - \ - - - - - - - - - - - \\\\\\r- - - - J I 4. WHERETHETRNCHUTTOM3, WHERE PIPE IS INSTALLED TI6 NZONELESS �ETT OF COVER,ALL BACKFILL LEACHING POOL (ol Op I OBE CIASSIMATERNL h .� (tX� / - - _ - - - T \- � HE CONTRACTOR SHALL ROOF DRAIN - - -/- EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH W �� l - _ _ -// I I \ -----�-- ��I --� DRAINAGE PIPE - - �� �- --- / FOUNDATION OF CLASS IDR II MATERIAL AS OEFINOINASTM D2321, D— / I f' \ _--------- i� 66'� I J : 'STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR SANITARY SEWER - —S— - S— / L--- _ _ ------- c - - - _ - - - � - -- - - - _ - = - - 1 - - t- --- --------- "- - -_ - - - - - - - - _T - - SEWERS AND OTHER GRAVITY-FLOWAPPLICATION;LATEST EDITIONAS AN-----___--� ti FLTHE = BOTTOM MAYBEANDATED USING WOVEN THE ET4GINE FABRIC TRENCH / BOTTOM MAY BE STABILIZED USINGAWOVEN GEOTEXTILE FABRIC PROPERTY LINE T — — — N 59°55'31" W 513.96' I PIPE TRENCH SECTION BELGIAN BLOCK CURB / SITE PLAN EDGE OF PAVEMENT H41`81LES p/wmZ;EINZETgNR) NTS ASPHALTPAVEMENT 1'=40' c GRAVEL now 'lGw FLOWARROW -� BOUND STRAW BALES CONTOUR - - 60 - - - — 10 SUFFOLK COUNTY STANDARD DRAIN MANHOLE FRAME AND 2%2 WOOD SPOT GRADE - _LI A 92 537+ SLOTTED COVER PATTERN No,1313 AS MANUFACTURED BY STAKES(TYP) 1-12'WEARING COURSE NYS TYPE 6 p CAMBELL FOUNDRY OR AN APPROVED EQUAL. (SEE BEDDING 2.10BNDER COURSE NYS TYPE 3 BINDERCOURSE �� APPROVED BY PRECAST DETAIL) 14 FLOW CHIMNEY FINISNDGRADE PLANNING BOARD LEACHING BASIN NOTES STRAW BALE INLET PROTECTION DETAIL s"DORCRU1= EASE CRUSHED RETCOURSE TWO REBARS,STEEL PICKETS, (R4'STONE BLEND OR CRl15HE0 CONCRETE) � � � ', 'TRAFFICBEARING 1 LEACHING POOLS SHALL BE PRECAST CONCRETE CEMENT STRUCTURES AS OR TAT STAKES DRIVEN '\ �/\ • TOWN TJP SOUTHOL[) TES TOP SLAB MANUFACTURED BY SUFFOLK PRECASTING OR EgUIVALEM 10BALE6 SHALL BE PLACEDAT THE TOE OFA SLOPE OR ON THE CONTOUR 71NTO GROUND FIRST /�\ `` ` / FACERTICAL B'COMPACTEDSUBGRADE //'\\//\\//\\//\\//\\//\\/\\//\\//\\//\\//\\//\\� REVISIONS yq" STAKE DRIVEN AT ANGLE (COMPACTED TO MIN95%STANDARD 11 1 /\//\//\//\//\//\//\//\///\//\/ DATE Q/ /J 2ALL CONCRETE CEMENT USED IN THE MANUFACTURING OF PRECAST STRUCTURES SHALL AND INAROW WITHENDS TIGMLYABUTTINGTHE ADJACENT BALES TOWARDS PREVIOUSLY LAID BEDDING DEFAIL PROCTOR DENIM) �\\ \ \ \ \ \ \ \ \ \ \ \ � ( ' d� DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4,ODD Pg.1 IN28DAY5 /N//i/�i/�i/�i/�i/moi./moi•%i./�i/�•%i� __ 2EACH BALE SHALL BE EMBEDDED IN THE SOIL AMINIMUM OF 4INCNS STRAW BALE. STAKES '., 3 NO TRENCH,PIT OR OTHER EXCAVATION SHALL BE LEFT OPEN OR UNATTENDED, AND PLACED SO THE BINDINGS ARE HORIZONTAL, FLUSH WITH TOP OF BALE .`G EXCAVATIONS TO BePROTECTED WITH FENCES,BARRICADES AND OTHER = 3BALES SHALL BE6EgONLYANHOREDINHEFIRSTSTAKEITHER INEACHSTAKES TYPICAL PARKING LOT PAVEMENT SECTION r'3"CALR.' METHODS OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH +-gyp WRAP WITH 6 OZ (MIN)NONWOVEN BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAN BALE AT AN ANGLE ANGLE FIRST STAKE TOWARD NTS GEOTEXTILE(FILTER FABRIC)MIRAFI ^A+` m 5 INVERT ELEVATIONS MAYBE ADJUSTED BY THE ENGINEER IN THE FIELD TO MEET FIEILD PREVIOUSLY LAID BALE APPROVED EQUAL PRECAST CONDITIONS TO AVOID CONFLICT WITH UTILITIES AS ORDERED BY THE ENGINEER TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH = Plans ere prepared by Condon engineering, Ila evidelion of Ue Hex York ,} *• t eM Edemhof La erseede ofes Section M09,krerted,on anlessachy, antler 140N OR AN '`'. WITH THE BALE ro RINGS anybarhe chonolellcenaederolessienel Engineer,Alerted,Enginer Land Survor Land SHEET PILING AS REQUIREO'IrU' `�^ 'Ir fiALLOW FOUR(4)INCHES FORFIN4LADJUSTINGOF CASTING. ADEQUATE BEARING BE Flow m arty ilommeny vmy lfenllem bearing the seelaFen Engineer,Architect,or Land . \ L FREQUENT AND REPAIR REPLACEMENT SHALL BE r�R.IsY�:y� .,�: .n .. PROVIDED USING CONCRETE BLOCK,BRICK AND/OR I2MORTAR MIX 41NSPECTION6HAL BE FRO Surveyor is the altering Engineer,Amhilecl orLand Sunreyor shallaNxWthe \dFi `` 'C`^•--T-" @V ,;,,: MADE PROMPTLY AS NEEDED, S.G.T.M.DIST.1000 SEC.063 BLK.03 LOT 46 dem his/her xsl and Me notAlmn'AlNredb :allowed hdher° neWre and the EXCAVATE AND BACKFILL 3FEET AROUND ,;` , _ _ LEACHING RINGS WITH SUITABLE POROUS "' ;' „ OSEEITO USEFULNESS;,, ; 7 THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING DURING MATERIAL AS APPROVED BY THE ENGINEER nt" ",vl p TflENCHINGTOINSURE THE SAFETY OF WORKMENANO THE GENERAL PUBLIC EXP 5.BALESSHALL THEY SERVED US •, ,,�,`„ : , ,'. ' ,, I- Q SO A6 NOTTOBL17CK OR IMPEDE STORM FLOW OR DRAINAGE `` dale alsuch elleraLons,ands speclficdesplphon of Me allerehon9 �CFESSIUYIP� , ,Jy :: THE HAZARDS OF FALLING AND SLIDING MATERIAL IN CONFORMANCE WITH THE `'•P''r,'I'`, ' % :•i" ''>''1 � REQUIREMENTS OF THE TITLE 29 CODE OF FEDERAL REGULATIONS,PART 1923,SAFETY APD CUTCHOGUE BUSINESS CENTER w, :::P.:. '. �� HEALTH REGUTATIQNS FOR CONSTRUCTION(OSHA) Condon Engineering P.C. ///��� ///��� f Scale:As , " � ,,v:. 'I ANCHORING DETAIL v EXCAVATE A MINIMUM OF B INTO VIRGIN STRATA 8595 COX LANE """ '' '' I°+.�,i;•:•':"' ' ' 8 BACKFILL AND COMPACTION SHALL BE IN 6'LIFTS.ALL BACKFILL MATERIAL TO BE COMPACTED BY JETTING OR OTHER APPROVED MEANS 1755 Sigsbee Road CUTCHOGUE, NY OF SAND AND GRAVEL OR TO BOTTOM OF DRYWELL DRYWELL DETAIL STRAW BALE DIKE DETAIL Drawn by OF WHICHEVER IS DEEPER. Mal New York 11952 NTS Date 2/112007 (631)298-1986 (631)298-1986 faX GRADING & www.condonengineedng.com DRAINAGE PLAN I I I I I I I I COX LANE EDGE OF PAVEMENT CONC.W �_ \ S 59055' E 7 / < � � .� G c DONC. MON -- — ur / i \ -----------"/ \ ' PLANTING LEGEND I UNiT4 I COMMON NAME SYMBOL NUMBER UNIT IIT UNIT3 �XSTING I5TOR7 METAL FRAME I1 UNRS5-10 WAREHOUSE (SEE FLOOR PLANS) _ I ARBOR VITE 1N.FLDDR=55.4' o 40 II EXISTING X71�' SHED I 11 ,�/ � I I I saox 11 (/� I RUSSIAN OLIVE I �I I II 5 I JJ ---- ------ Q 'I` POP ED 'xy' j GREAT \ 1 HOSTA QQ Whi I FRAME HEDR 1 / Q11 j l I I 1 1 EASTERN RED CEDAR 36 i ORNAMENTAL PEAR 2 EASTERN WHITE PINE 17 10 O00 MONTAUK DAISY 2 wW \ `\ \ \ -- ,= \ I \ AMERICAN HOLLEY 3 N \ 00 L0 DAY LILY o 34 ZI EXISTING TREES L � , 1 o ���GGG999 Ln N / 1 / ALL DISTURBED SLOPE BE En / I / STABILIZED AND SEEDED I Oi I IMMEDIATELY AFrER INSTA TION yy I 1 / OF DRAINAGE BY ANY I �Z M I 1 / COMBINATION OF HYDROiJEEDI�G, �V 4 g I 1 // GROUND COVERANO GRA S \\ OU 4Z= Lu W a 00 arm 0 SON U / I Q I I 1 II I III GENERAL NOTE: I' I 1 I I 1. LANDSCAPE INFORMATION SHOWN ON THE PLAN IS BASED ON THE / J -—-------— I AINFORMATION PROVIDED BYTHE OWNER. I II 1 1 I i1h I 00'' - - � - - - - - - - - - - - -r'- - - - -y-=l - - 11 o. f - - T - - - - - 's1110VIED BY " ------------------ ,STAIR UPTP N CEILING 2N0 FLOOR 3 77� .FDYBR � COMMONFOYER NEW 2 HOUR FIRE RATED 1718 F. NEW 3MWRFIRE RATED WALL TO ROOF ITYP4 2 2 WALL TOL DLING ETAIL TYP.I 2 HOURRATED FIRE (SEE WALL DETAILS) NEW 3 WALLTOUR FIRE ROOF(TYP.) 4 UNIT#2 (SEE WALL DETAILS) RATED D001( WALL TO ROOF(TYP) 57AIR UP TO (SEE WALL DETAILS) 1,077 S.F.FOOD PREPARATION AFLOOR UNITS 8 6 78 UNIT N3 UNIT#3 929 S.F. 142 S.F.OFFICE 24"O.0 FOOD PROCESSING UNIT#4 UNIT 03 UNIT#1 3 2,132 S.F.FOOD PROCESSING 1,738 S.F.FOOD PROCESSING 1,378 S.F.LIGHT INDUSTRIAL OFFICE .UNIT#6 . ~ . WS.F.OFFICE BATH (rye `2 2 R'NATEO CEILINGTORALLCEILING ,Ifni AvA UNIT7I5L�2�11�06� ARE I'LJJ IIJJ NEW 3 HOUR FIRE RATED NEW 3 HOUR FIRE RATED 5 1 4 AREAS LOCATED GND. OCCUPIED. . . 272 S.F.OFFICE WALL TO (SEE UETAILI , , , . . WALL TOROOF TAILS) (SEE ROOWALL DETAILS) M � (SEE WALL DETAILS) (SEE WALL DETAILS( 7. Shen No.26 SGgalvetl,ed shoe.1.518 In. ide Stud spacing Ng16orIn.deep wlm EMS In,falentbe,krtlumHong. hanaslogo F.bdiceled O mm No.25 NSG galvanized short. Stud,p¢Inp 16 or 24 In.ac.Studs h be cut 1In.1se,than assemble height ' ' NEW 2HDGR FIRE RATED' ' CL 9Et POWDER' ' WALL TO CEILING ITYh.j 4 2. Floor and Ceiling Runners-Channel-shaped armed,11-5R'wide by 1.114m deep,fabricated!from No.25 MSG (SEE WALL DETAILS) , w UP DP galvenind eteet. Attached to 5oorentl ailing with fasteners around 241n.OC e,. . UP 3. Balla and Blankets•.(optional)-Mineral wool insulallon partially or completely filling dud avly. .. 11 113HOUS FIRE4. Wallboard,Gypsum'-Two layers of 314In.thick,4ftwlde applied to inch aide ofthubd studs. Innerlaterah 'RATED DOOR UP be applied adkaly with joins,centered over studs and Mail on opposite sides of Muds.Oule layers to be applied homicidally with vertical bud Iain staggered ham inner layer James or vertical aver studs entls staggered an spring.side,ofMust MECHANICAL Inner lays,assured with 1-1/4 In.long Type S serf-driling,,etpbVping stat screwupaced 24In.OC along the 2373F. 2 HOUR RATED CEILING FOR ALL CEILING pormets,and In the field. Outerlayer,when secured hadmntedy,secured with 2-114linking Type S self-drilling, . . . AREAS LOCATEDUNDER OCCUPIED AREAS eNbteFpingsteel screwsapade N In.OC along the padrabr and In Everett along the harlxonoijoinm Mete 'NBW2 HOUR FIRE RATED (SEE DETAIL) outer layer,1.1121n.long Type G aN-0dlling,self-tapping steel to be applied midway between the studs NEI OFIRE(T/P3 . . . . . . . . . . (24In.Oq and l In.train to longitudinal joint.Outer layer,when secured vertlaiy,secured with 2-1141n.long '(SEEWOCEILIALL AIL9)' NEW 2HOUII FIRE 1(ATEO ype$seffddlling,sell-tapping steel saws pacetl 241n.OC along me pedmeter and In the W. WALI.TOCEIPNG ITYPJ. 5. Joint Topa and Compound-Vinyl or ce,ain,dry or prsmlxed joint compound applied in two sash he Joan(,and (SEE WALL DETAILS) ,crww heads. Pape tape,2In.wide,embedded In first layer of compound overall jolnb. 'RATEDDOOR' NEW 3 HOUR FIRE RATED . WALL TO ROOF(TYPJ ----- ' Bearing Ma UL ClaaHkstlon Marking .2HOURRATEDCE INGFORALLCEILING (SEE WALL DETAILS) . AREASLOCATED III I HER OCCUPIED AREAS. o O UNIT#2 3 HOUR WALL DETAIL UNIT#7 281 S.F.OFFICE 41805.E OFFICE . UNIT (DESIGN NO.W3ST POWDER]^' , �J O MARDER P2WER .798 S.F OFFICE A9 � i0� POWDER POWDERLo FIRST FLOOR PLAN EXISTING III EXISTING 314"T&G FLOORING 16' FLOOR JOISTS 3 5 I L -- EXISTING 5M'GYPSUM GYPSEXISTING BE- 1I2"� REMAIN N TO NEW W"GYPSUM RENAIN 2 NEW 518"GYPSUM 5 UNIT SENE END JOINT DETAIL OPEN T08ELOW STORAGE LOFT: IL 3 FNEW TO HOUR (TYPO 1429.F. 1. Finish Flooding.4 by 8h by min Evil In,thick T 6 G wood structural panels,min goods"Underlaymenr or'Singb-Floor'. Inss,lledperpendiculortathelolabwith CU WALL OTAILS) antloint,centered over the to of and staggered.A 314 In.thick or d#e,vermiculite or pp p (SEE WALL DETAILS) I P 1 lig M gypsum aoncrNu applied ovxlM msls,Htle,lrotl. N L R R L SUNT#1 4A. After ate Finish FloorMlnenl and Fiber Board'-Sha ranging them 3 h by4ftto8h.byl2h.,bymin.lRln.thick.AllloinbtobastegBemdamin.Ml2in.00 UNIT II E OPEN TO BELOW with adjaam sub-floorlolnb. OPEN TO BELOW UNIT#5 Sub.fluaring 1 In.by 61n.T 6 G fastened Maganaly to joists;or 15132 In.thick plywood or 71161n.thick oriented strand board(CSB)wood structural panels,min STORAGELOFT:288 S.F. Side"C43"or 5halhing'. Face grain of plywood or strength ends of panel to be perpendicular to jelsh with lolrrb staggered. N��RfIRE RATED UNITFI 0 2 secured rsl Wootl Nwnham•wwfth412In.dapdnallepod tescha nd. Haltl eamusedIn the o.c.e min jalsib In accordance plala mallbe1.314 esursen. Johla g27 S.F.OFFICE WALL TO ROOF DYP.) ,eeurotl toted bertlnp plaha with Maedor l0tl nsib Neagh and. Hola,may hacut In lMvnb MthalolHsln accortlma with the msnuladunXs Installation 2 HOUR FIRE (SEE WALL DETAILS) NO /UNIT#2 Iatrucllons. RATED DOOR OPEN TO BELOW DOWN 3. Wallboard Gypsum'-Three layers of 5M In.thick by 4 tt w9uhaeb ofvxllboard. Tap layer boards Installed with the long dkn perressiculartojoisb for DN unions). Bottom hve layersof bardIamb ed pwpentlkularto hurting chennab(Mar 4). Top layer board,attached to entered chord ofjolab(ortmssa)with I-SM In,long Type S bugle had scene with holo thmsds WatlboardendjoiMaantered an bottom chard of jobb. End joints In adjacent must of board shall be steggered on=tessellation. 2 HOUR FIRE N UNIT N4 U�.IT_� Spacing of Mcna attaching the top hyeraf boards tojokls shag notexcatl 81n.OC. At aldejoinh ofwollhard the@am, hall he healed I-IQ ln.to 21n. RATED DOOR w OPEN TO BELOW OPEN TO BELOW from the hoed side edge,while end joint,thescrewsshall be[acted 314 In.from the board ends. The end joint.In tham9tlleand ha lays,boards sell ha cenmred on thefurdng or msirientchanneb. The middle layer wallboard shall be attached m each ® UPPER FOYER furring or William channel with l or 1414 In.long Type S Mcrove with hi-lo mnatlnpeeed a max 8 In.OC and loohtl hen IAM to 21n.from the boards'side O 136 S.F. 2 H W R FIRE edges,and 518to 34 In.from the boards'ends. Thdeee layarwallboard shall be attached to each fuming or ralllent channel through me middle rayerwallboard with 14Mor 1-7181n.long type S sews with hi-lo threads. Thescreve shall be spaced a rine Bm.OC and bated Montle"mandate In memmtlk late RATED DOOR board relative to thnitle,and ends of me boards.End joints and sidejoinb of thefeea layer boards shall bumggimed a ren of 161n.ham me Joint,In me m9tllelayer. E end joints oflheheslayer home am not cement on maturing channels,me and of boards et meend joint Mall be attached h the middle raffia,boards with 14121n.long Type G dome opened 8In.OC and 1.1121n fmmthe end joint All comm shall be driven no further than flush with me s,ce of me NEW 2 HOUR FIRE RATED boards m order net to damage the sees Mme boards. WALL TO ROOF(fYP.) 1. Furring Chmnets-Rortostmetu funding immb a, Cha12 nnels or opened a ran maltyIn.OC agchenchednels,to chjoi,farmedof m.long Type Sscrwhick(M with e staxi trend (SEE WALL DETAILS) Immlled parpmeculerto etmetunl mNnhan. Channels Mpeent a my of 161n.00 antl ahached to aehlolsiwkh 1-7M In.long Typal 5 tethers wtth hblo mrade UNIT BID 5. Screw Wallbard-Type S,holo hosed,self-drilling and nif-topping,bugle hatl steel a crews and Typo G wallboard scmws shall and ASTN,C102 orASTM 7,010 S.F.OFFICE NEW 2 HOUR FIRE HATED WALL TO ROOF("P.) UNI FI C954 Standards. 1,2588.F.OFFlCE UNIT#1 (SEE WALL DETAILS) NEW 3HOUR FIRE RATED 380 S.F. OFFICE 6. Finishing Syss,m-(not shown)-Paper s,p.Mmbedtletl In joint compound as,tan byerjolnb with edea of compound balhered out and expand screw heed. WALL TO ROOF(T7P.) covered with compound.As an address,nom 31321n.thick venae plaster may beapplbtl h the entire turteee of gypsum exudates. (SEE WALL DETAILS) UNIT E:22 ' Bearing meULClassrflcetlonMaming 2 HOUR CEILING DETAIL ON 9TORAOE:2619.F. 3 HOUR FIRE 0 (DESIGN NO.L53M RATED DOOR UNIT#4 Imo, atiTF.'PDOFORM I I[[7) Noma: 1. Rider to the Firs Resistance-VDIUme l Directory by me Underwriter Laboratory for additional lnheae9on. 2. Contractor may substitute material,Indicated above with the approval of me engineer. SECOND FLOOR / MEZZANINE PLAN 3. Existing Inbtlorwill and ratlngmetemhprovided bythe ulloingawneAPPROVIO 'I PLANNING BOARD EXISTING FIBERGLASS 2X6 STUDS _ TOWN OF SO UTIiOLD REVISIONS 19" 2X6 STUDS INSULATION 16n FIRE STOPPED FNESTOPPED DATE - n3- I '67 EXISTINGMETAL Y'�'•� //of ZV\ MORTON WALL I_ Plans are prepared by Condon EnA�neenng,,YL-lhravMel�onWpeNewY k 0) o 3 7 4 2 Slink Edoelion Lew,Add. 145,Sam[en 7203,I.,.ny personunksaachr0 under 3 1 4 2 the duecuonofalmnsed Pmfsseiona]Eglnem,Arci dor land Surveyor,t..Iler 1. NMI heeds-exposed or covered with joint harsher. anydeminanyway Iran Item bearing the recision EnAinear,Amhikcd,or Land G (PI "� I �J �J 1. Nall heads -Expand orcaered With lelntfinbher' Swmprisallered,the altering Engineer,Andulecl,or landSurveyor shallalfixbNe 2. Jolnh-Fxpoatl or covered wXhfiharmpe and joint finisher. ilem Mather seal and the nmation'Alleed hy'kllowed by hlslher sgrladicand Ne ��e'1• ' r.C_;;9i'. ,. 2.Jolnh-Expand or covered with fiber tops and joint finisher. S.C.T.M.DIST.1000 SEC.083 BILK.03 LOT 4.8 dale ofsuchaitralums,and a spearin dascnphon of lhe eikmhon. N� - ` -- 3.6tl cement cooled nails 14M'long,0.0915 dank dim,114"dim heed,,and Bd indent coated nails 2.32'long,0.113 shank 3. 6tl cement coated ndb 2.711"long,0A815 shakdlan,III'tllam heeds,antl 6tl cement coebtl nails 33M'Ionp,0.119 MMnN tlbm,9132"diem hada dial,932"diem head.. �+ A. Wtllboord,Gypsum-616"thick,lwnlryaatached simehodimns,er loyerdcethe2- 1Vlong hachntmHuooWit the Condon Engineerings P.\i. CUTCHOGUE BUSINESS CENTER �. A LWMilsspe Gypsum-5M"thick, erall layers to studs either with the8aly. Inner gnail,opened sun VawNhmet-7M' 14M'long ed 16 ova stud .Alljint,In rated attachnttastuds withIs Isms barwahib239'long nntaseatlrfs Vertical Seale:llB"=1'-0" 4444 tong nsilupaced d'a.a. Outer hyeretmched to studs aux Inner layewtth that 2316'loop nail, 6"o.a Vorticallolnb jolnh located over aunt..Alljolns,In lace layers smOgerad with jomm In base layout. Jolnh of inch tem layerert.siwXh 8595 COX LANE Ideated oar studs. All johns,In ha layer si li with jolts,in baa layers. JMnm of each ban layer oMal with leads of joints M base layer on opposite side base Byer on opposite side. Drawn by:JJC 1755Slgew Road CUTCHOGUE, NY 11935 2 HOUR WALL DETAIL 2 HOUR WALL DETAIL ) 298.198 New York 11952 OF D.te.21t12WT (831) 298.1988 (631)298-7986 fax EXISTING FLOOR PLANS & (DESIGN NO.U3011 www.condonengineering.com FIRE PROOFING PLAN EXISTING WINDOW(SEE NOTE 1) 00 G O O 111111111 — oaa DO 91�i -I] F oiL0 0 0 UNIT#7 UNIT#8 UNIT#4 UNIT#3 UNIT#2 UNIT#1 _ __________________ ________ _ _ ____________ ----------------------------� L EAST ELEVATION EXISTING WINDOW(SEE NOTE 1) O ® a o � LLD. Doo Dod X04 UNIT#1 UNIT#2 UNIT#3 UNIT#4 UNIT#5 UNIT#5 COMMON ENTRANCE FOR UNIT#6 ____ --------------------------------------- UNITSMANDNiDADOVE _____________________ _______ _________________—___ ___--—______________— PROPOSED WNDOWS FOR OVERHEAD DOORS(TTP.( WEST ELEVATION EXISTING WINDOW NSEE NOTE 1) T11 HE H EE ❑ ❑ ❑ 00 00 ii MECHANICAL ROOM 'ii UNIT#1 1i L _J �-`--------- __ ------------------------- ---- ------- 'T---- BY IpLAf-si•a!Nl SOUTH ELEVATION NORTH ELEVATION TOWN OF sOU'TI-Ii REVISIONS DATES,) ,67 of tiny NOTE: Plans are prepared L F eeenn io a ioa n of the New Yodr Q�� •" ya State Education Law,Article 145,Seolmn 1209,foran erson unless acting antler 00 OO 1. THE EXISTING WINDOWS BUBBLED ON THE ELEVATIONS ARE the direction of a lrrsnsed Professional Engineer,AmMlecl,or Land Sunieyer,toaller SHOWNON THEAPPROVED FLOORPLANS BYTHESOUTHOLD any item in any my,Iran item bearing the seelofen Engineer,Architect,or Land TOWN PLANNING DEPARTMENT DATED OCTOBER 17,2006,BUT Sumeyoris altered,the altering Engineer Architect,or Land Surveyor shall affix to the s_ WERE NOT SHOWN ON THE APPROVED ELEVATIONS. hem h;elher seal and the nolahon"Altered by"followed by hislher call and the daleefewindlemtions,ands spec,ficdescriptionaflheallemhon ° � oou914 S C T M DIST. 1000 SEC 0638LK 03 LOT 4 Condon Engineering, P.C. CUTCHOGUE BUSINESS CENTER sDele ve =1'-0" g g 8595 COX LANE Cil 1755 Sigsbee Road CUTCHOGUE, NY 11935 OF Drawn by. JJC Mattituck, New York 11952 (631) 298.1986 (631)298.1986 fax EXISTING BUILDING Date:21IX2007 www.condonanginsering.com ELEVATIONS SANITARY DESIGN CALCULATIONS TEST HOLE NEI NG NO SQUNO 6 SANITARY FLOW CALCULATIONS UNIT NO. PROPOSED USE UNITAREA SCDHS FLOW TOILET FLOW I KITCHEN FLOW TOPSOIL (OU 'a4'F UNIT 1 GENERAL INDUSTRIAL 1,376 S.F. 0.04 GPD/S.F. 55.0 GPD 1.3' MEZZANINE OFFICE 385 S.F. 0.06 GPD/S F. 23.1 GPD HEAVY CLAY ! UNIT2 FOOD PROCESSING 1,345 S.F. 003 GPD/S.F. 40.4 GPD MIXED GRAVEL 57, (UL) $1' / 1,345 S.F. 0.12 GPDIS.F. 161.4 GPD LOAM & UNIT 3 FOOD PROCESSING 1,888 S.F. 0.03 GPD/S F 56.6 GPD SANDY CLAY ($C) Ep,S35 -© � EPS3.pSRox LOCATIONcxxGFPODLs __ uPp 9 Op9 1,/88 S.F. 0.03 GPD/S.F 2zss GPD Q,5' ------------------ - _ ._ --PROPOSED -- ---- EXISTING1r•%r- --- " 000 UNIT4 FOOD PROCESSING 2,127 S.F. 0.03GPD/S.F. 63.8 GPD EPi55OG' LKE T PAVEMENT ORYINEIL( YP1 EXIST( 'GXrDEEP 7 DEEPPOOL Qt' COARSE SAND EU567p' �' /' ' EPiSJ� !LEACHING O 2,727 S.F. 0.12 GPD/S.F. 255.2 GPD & GRAVEL P0% (SP) CONC NON ------------� - --- - IR' / - -gyp } S59551 E _- /WATER NLIER ' [ UNITS FOOID PROCESSING 953 S.F. 0.06 GPD/S F. 28.6 GPD 16 3 GPD 4.0' W --� _ 0.03 GPD/S F. ui � � U/G LPG iRIK / \\ o® _ - -- 953 S.F. 0.12 GPD/S.F 1144 GPD COARSE SAND (SP) D • D "� So o $ \ \ r�OOWEADE O PROPANSION1c \1 SEASTW�O wA1ER , UNIT6 MEZZANINE OFFICE 965 S.F. 006 GPD/S.F. 57.9 GPD ]$' / \ GRADE LEACHING J 1 / 1 hY' r _ O L&cNING POOL ;� o� FOOD PROCESSING 9655F. 003 GPD/S.F 2gOGPD NO WATER ENCOUNTERED 1 I - �PTIll / T 7+ CONNECTS9651.F. 012 GPD/S.F. 115.8 GPD o F (tACHINGr NS UNIT7 OFFICE 1,159 S.F. 0.06 GPDIS.F. 69.5 GPD F / Pa6/ t -ASPHALT pRIVLWAY \O�a' •• asR TDLEAcwxG >(°�\ ^ Rogo e FLAT__,--- --- r �TE$THOLENG. 1 aN2 �� ,'I UNITS OFFICE 7921 F. OO6GPD/S.F 47.5 GPD TEST HOLE NO. P I / \ 1 ) " / ensu a'k• EXLti71NG 7,200 O -? t I I UNITS OFFICE 1,294 SF 006 GPD/SF 77.6 GPD \ l I EXISTIDO GREASE PROPOSEDIA0 DAL SEP71CTANK l 161.0 +/ / TRAP I UNITA GALSEPnOTAPK al UNIT 10 OFFICE 1,007 S.F. 006 GPD/S.F. 60.4 GPD TOPSOIL (OL) I I // \ UNIT1 UNIT2 UNITS 1STORY `� l COX METAL HUT 1,184S.F. 004 GPD/S.F 47.4 GPD I'3 / 2 METAL FRAME 1 F `ak TOTAL FLOW 673.1 GPD 872.4 GPD /EXISTING WELL USED I / WAREHOUSE UNI7G 540 r_ HEAVY CLAY / /FOR IRRIGATION ONLY E%STING I PK1rCHIEN OPO `1'\S 1 DAPTW�LL frYP.l FIIN.FL00R=55.4' MIXED GRAVEL 57, (UT) / ^wAsre LINPROROaFDerezr �� oR�aQ� PROJECT( �p 2'0 / / Re LINE eNN LOCATION Kitt' DEEP GREASE TMP 1 ate'-, TOTAL SANITARY FLOW FLOW =673.1 GPD LOAM & w ' / I I !{O TOTAL KITCHEN FLOW FLOW =872.4 GPD mum--- TOTAL FLOW =1,545.5 GPD SANDY CLAY (SC) � �S l•� 4,P' Q 11 I 1 .' •1 �'wx x K�j ( fir J \ ALLOWABLE SEWAGE FLOW TOTAL SITE: COARSE SAND Si GRAVEL 207. (SP) v,,"TABLE PROPO300 fk \ 6.1 ACRESX600 GPDIACRE=3,660 GPD ��� x ?' FRAM GAL aEPTIOTANK :° 3 7- \ (GWMZ IV SERVICED BY PUBLIC WATER) SHED & Q I 7 BROP o / TOTAL SITE PROPOSED SANITARY FLOW FLOW: =fi731 GPD I➢ PROPOSED 0X1Xir IILEr � / i I DEEP LEACHING POOL I APPROXIMATE COARSE SAND (SP) O 4 o _ EXISTING SEPTIC SYSTEM No. 1 (TOILET FLOW FROM UNITS 2-10): Of > I pp PROPDSED50% / (LOCATION OF ($ l aEX31' ExPANGIOA EL 54 B' CAPPED LANDFILL PROPOSED SANITARY FLOW RATE=548GPD. NO WATER ENCOUNTERED \ PCTAL LEACHING POOL m /� \ \\ / PROPOSED FLOWDESIGNR TE 54BTY SEPTICTANK.2 HUT EXISTING WELL USED I I r E__ PROPOSED FLOW RATE 548 GPD DESIGN 2 DAY STORAGE=1,096 GALLONS \ \ ASPHALT FOR IRRIGATION ONLY O = �cli \\ 1, �' PARKING AREA • I USE ONE EXISTING 1,200 GALLON SEPTIC TANK �O� LEACHING POOLS W 5A' �R sS7 l I \ ��Z Cyy <h ' LEACHING @ 1.5 GPD/SQ FT:548 GPD 115 GPD/SQ FT. = 365 SF \ <q RC O 10'0X314X 1'=31.4 SQ. FTJFT m \ \ \ _ _ _--- -- ; \� d � <A! u0 365 SOFT/3145F/FT =11.6 LF , USE 2- 190X6'DEEP=1z VF >116VF On' Lin DESIGN FOR50%EXPANSION N N \ -� /�� �� i' / (y 365 L.F. X .50 =183 LF.131.4 SQ. FT/FT =5 B V F m Z \ L� \ S �� �/ / i = USE. 1-100XB'DEEP=8V.F.>58 VF o \ _eY/ \\V\ / ''�/ \\ N EXISTING SEPTIC SYSTEM No. 2(KITCHEN FLOW FOR UNIT 4): PROPOSED SANITARY FLOW RATE=255 GPD LOCATION MAP • � / \�-"' on PROPOSED DESIGN CAPACITY SEPTIC TANK: 1 C13PROPOSED FLOW RATE 255 GPD DESIGN 2 DAY STORAGE=510 GALLONS 1 v USE NEW t - 1200, GALLON SEPTIC TANK LEACHING POOLS � � SANITARY SYSTEM NOTES: LEACHING @1.5 GPD/SQ.FT:255 GPD/1.5 GPD/SQ.FT. = 170 SF 300 SF MINIMUM REQUIRED \ F0 3 14 X 1'=25.13 SQ.FTJFT. \ �/ I`I � � ✓ 1. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTEDTO 95%MAXIMUM 300 SQA 12&13 SF/FT =11.9 L F \\ \\ = 1 DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD USE 3-EXISTING TO X 9 DEEP=24 V.F > 11.9 V.F. \ PROCTOR TEST '6� + \ - i1 2. LOCATION OF EXISTING UTILITIES AND SANITARY AND DRAINAGE FACILITIES SHALL BE DESIGN FOR 50%EXPANSION: 300 L.F X 50 =150 L.F./25.13 SO. FT/FT.=5.9 V.F. \ VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION OF NEW WORK. USE 1-8'0 X B'DEEP=8 V.F.>5.9 V.F. d 1"n l 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND DESIGN FOR GREASE TRAP: 1 I INSPECTIONS ASSOCIATED WITH THIS CONSTRUCTION. KITCHEN FLOW=255 GPD I \ ® I USE EXIST. 10'0 X 5'LIQ.DEPTH GREASE TRAP / 1 TEST NGLE ND, 2 1 4. LOT AREA 255,603 SO FT =6 097 ACRES GREASE TRAP(DESIGN FLOW UP TO 1,000 GPD) / 1 I 5. ALL ADJACENT PROPERTIES WITHIN 150'OF THE SITE ARE SERVICED BY PUBLIC PROPOSED SEPTIC SYSTEM No.3(TOILET FLOW UNIT 1, KITCHEN FLOW FOR UNITS 2,3& 5): j11 WATER. PROPOSED SANITARY FLOW RATE=581 GPD \1 I 6. EXISTING CONDITIONS SHOWN ON THE PLANS FROM SURVEY DATED MAY 22,2006 BY PROPOSED DESIGN CAPACITY SEPTIC TANK: I HANDS ON SURVEYING, PROPOSED FLOW RATE 581 GPD DESIGN 2 DAY STORAGE=1,162 GALLONS ;o h ,J �---____ I I USE i NEW 1,200 GALLON SEPTIC TANK --- 7 S.QT.M.DIST, 1000 SEC 083 IBLK 03 LOT 4 6 \ I LEACHING POOLS: c(V ^ I B. GROUNDWATER AT EL 41PER SCDHS GROUNDWATER MAP DATED MARCH 1999 LEACHING @ 1.5 GPD/SQ. FT=581 GPDI15 GPD/SQ. FT. = 387 SF 1'0X3.14X 1'=25.13 SD.FTJFT ��'• �/ IF ��� -U 387 SQ.FT/25.13 SFIFT.=15.4 L.F. ' ab / �/ �� _ - �� USE. 1-NEW8'OXifi'DEEP=I6V.F.>15.4VF. LEGEND EXISTING PROPOSED COQ // - EN NEPN 1 _ _- _ - _ - a,- If rvrllLRIHv➢E� _�� - - -_ /__ _ -__ _ _ _ _ DESIGN FOR 50%EXPANSION. T- - --- ------ DRYWELL-GRATED INLET r•) 1 •O 387 L.F. X .50 =194 L.F.125.13 SQ FTIFT.=7.7VF. _ USE: 1-8'0X 16'DEEP=16 V.F >7.7.V.F. _ -t SEPTIC TANK \O j T N 595513 s VV�x7- : .93 - - - - - - - - - - - - - - DESIGN FOR GREASE TRAP: a LEACHING POOL rel O USE1-N W90 X02 GPD LlY0N0EpIK11FfG.YOF USE 1-NEW 8'0 X 5'Llq.DEPTH GREASE TRAP Qti ' &rWS qUj El aglgtlM - - - - GREASE TRAP(DESIGN FLOW UPTOL000GPD) - ROOF DRAIN G11pRoxx �ll91S DRAINAGE PIPE - - - - p- ��� . .�� I Y SANITARY SEWER -S- - S- PLAN CONTOUR - 54 - - PLANNING BOARD SITE PLAN PROPERTY LINE _ _ TOWN OF SOU(HOLD 9/19108 SCDHS COMMENTS REVISIONS DATE3.(.07 of Nfiy� B 1 Urrl_Countg De;uaL'irtenc n1 Tai. 1'A19e-vlee- Plans are prepared by Condon Engmeerinl,PC. Ilisevioladeno(Iha New YorA /✓ ;creno:;P7. G 10 .OS-oa l 4 Dcaioa Floc✓__- p ,W Stile Edu®fiof loadmami ide145,uonaln7209,ineer,reny hired,Named Launless achng under 111 to _ the dreunieron fainiPm(eeaionel Engineer,Ar EngInse Landfill Lan eller Fur c1 -nc td cl Ice any deem arrywnYu allembeming1heineer seelol , r Land surveyraelllr Land µ, p - 1 1 t S.QT.M.DIST.1000 SEC,083 BLK 03 LOT 46 Survzyarrs send a, Il Nledng Engineer Archdecl,or by affix Is h Ne AFSS1fIM i "Panty llep:t'csu^_L r,( 4+.on1'h P:^_JkJB9 r,trndd,L.: I LS. ' . '. ti.:! items hisber seal end the nolellon'Alleredby'kllowed by hisMer slgnelure and the ii, re-74wr, rI;r F,:;-1" _'Id OSe ni anp m::r,mn, S.C.D.H.S.REF.No:C10-05-0019iI f dale olsuch ellere0ons,ante specific desvpOon of ellem0on inc0as'istencvc ar 1a&,. ci del,C, c,vns'rocti0r, r: rule it, t scornanca z'iti: &lo attcohvl cer:;a csaditbrFr.'I -I"PLcaLh Condon Engineering, P.C. CUTCHOGUE BUSINESS CENTER u anilrfls,unless Epcafically'weivad +i%Trvrl Seale:As Shown c::pires 3 yeera frames the approval data, unless ostmdeH ,,, rciold 8595 COX LANE Drawn by:AJC 1755 Sigsbee Road CUTCHOGUE, NY PM /� naroval Dntc Re+icvr,r� Mattituck, New York 11952 I Dale: 911/2006 (631)298-1986 (631)298.1986 fax www.condonengineedng.com SANITARY PLAN WATERTIGHT FRAME&COVER WI WATERTIGHT FRAME&COVER W/ WATERTIGHT FRAME&COVER WI MORTAR FROST APPROVED LOCKING DEVICE MORTAR FROST APPROVED LOCKING DEVICE MORTAR FROST PROOFING 1,min. PROOFING PROOFING APPROVED LOCKING DEVICE 24"O PRECAST CONC.RISER RIM 54.2 GRADE EL.55.2 RINGS PRECAST 2'M XCOEIGHT) ER GRADE EL.54.6 RINGS(12"MAX. HEIGHT) TRAFFIC BEARING SLAB a 24" TRAFFIC BEARING DOME 24„ V min. TRAFFIC BEARING SLAB 20" 4"PVC WASTE LINE 2 M� 20" 4"SANITARY WASTE PIPE 6" �ry LWE PITCHY INCH PER FOOT 4"SANITARY KITCHEN WASTE PIPE PITCH 1I41NCH PER FOOT PITCH 114INCH PER FOOT PVC WASTE LINE TO SEPTIC TANK r INV EL.52.2 i a INV EL 51 '1 PITCHY INCH PER FOOT INV EL.51.fi z o INV EL 50.3 INV EL. 517 8'MIH. EXISTING L4L� Z—1 MONOLITHIC UNIT 4n 8'DIAMETERSAINGS TO RE TO REMAIN 8'DIAMETER 4" PROPOSED PRECAST GREASE TRAP DETAIL 10'DIAMETER z WATERTIGHT FRAME&COVER W! � MORTAR FROST WATERTIGHT FRAME 8 COVER WI N MORTAR FROST [APPROVED LOCKING DEVICE PROOFING APPROVED LOCKING DEVICE PROOFING 24"0 PRECAST CONC.RISER RIM 548 GROUNDWATER ELEVATION(APPROX.EL.5't PER 1999 SCDHS GW MAP) GRADE EL.550 RINGS(12"MAX. HEIGHT) PRECAST SEPTIC TANK DETAIL LEACHING POOL DETAIL TRAFFIC BEARING SLAB E 24e TRAFFIC BEARING DOME 24" 1'min. 4"SANITARY WASTE PIPE PITCH 1l4 20" 4"PVC WASTE LINE 2'Ma PROFILE OF EXISTING SANITARY SYSTEM No. 1 INCH PER FOOT AND 4"KITCHEN N FLOW PITCH Ye INCH PER FOOT PIPE FROM GREASE TRAP 6" SCALE V=5 O' PITCH VIS INCH PER FOOT INVEL.516 INV FMIN ELINV.EL.51.0 B'MIN r o 4 8'DIAMETER 4„ MORTAR FROST PROOFING WATERTIGHT FRAME&COVER W/ APPROVED LOCKING DEVICE \53.8 OVER TO GRADE _ B'DIAMETER _ MORTAR FROST WATERTIGHT FRAME&COVER W/ WATERTIGHT FRAME&COVER W/ z PROOFING 24'O PRECAST CONC. APPROVED LOCKING DEVICE INSTALL DUMMY RINGS AS MORTAR FROST APPROVED LOCKING DEVICE RISER RINGS(12" NECESSARY To BRING PROPOSED PROOFING RIM 535 GRADE MAX. HEIGHT) IGRADEEL.538 STRUCTURE TO GRADE GROUNDWATER ELEVATION(APPROX.EL.5't PER 1999 SCDHS GW MAP) f min. TRAFFIC BEARING SLAB 2'Max — PVC WASTE LINE To 24' 2'Max PROPOSED PRECAST SEPTIC TANK DETAIL PROPOSED LEACHING POOL DETAIL 20" TRAFFIC BEARING SLAB OR DOME SEPTIC TANK 4"KITCHEN WASTE PIPE + ? PITCH Y INCH PER FOOT {,I 4"PVC WASTE LINE PITCHv4INCHPERFooT�' FLOWLINEPITCHY,INCH PROFILE OF PROPOSED SANITARY SYSTEM N0. 3 n 6" ftWJLINE INV EL.50.1 SCALE 1"=5.0' a INV EL. 49,fi a INVEL. 495J o m INV EL. 49.0 __J �__ r I INV.EL.47.7 DV py 0 1 8'MIN. /t LLp'p'tl5�C 5f �� U 1. a df4tl" r" 4" N O 19'DIAMETER f _ 4 8'DIAMETE',R 4„ FLANINING BOARD EXISTING ocTOWWIJ OF SOUfHOLD SANITARY RINGS PATE j•(•67 /d TO REMAIN - REVISIONS B'DIAMETER fy GROUNDWATER ELEVATION(APPROX,EL.5't PER 19995CDHS GW MAP) Plans are prepared by Condon Engineering,PC It a violafion ofthe New Pork Slane Education Lax,Admld145,Setlicn72D9,for any person unless acting under 1 _ EXISTING PRECAST GREASE TRAP DETAIL PROPOSED PRECAST SEPTIC TANK DETAIL LEACHING POOL DETAIL me dimcficnofao eneedProlesemolEngneer,Arehileet,orLord Servaym,1oauer', z% enyitemmanyway for item bearing the seal ofen Engineer,Archilect,or Lend �x'J 0�gyy2„• ��V SCT.M. DIST, 10005EC.083BLK 03LOT46 Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the S c.D,H S. REF No. C10-05-0019 Item hi seal and the notation"Allered by"followed by hislineregnalure and the ���fFFBIC411' PROFILE OF EXISTING SANITARY SYSTEM No.2 date of such Manners,and a specific description of the alarahen SCALE 1"=5.0' CUTCHOGUE BUSINESS CENTER Scale,As Shown Condon Engineering, P.C. 8595 COX LANE Drawn by:JJC 1755 Sigsbee Road CUTCHOGUE, NY Mattituck, New York 11952 P.2 Date: 9/1/2006 (631)298-1986 (631)298.1986 fax www.condonengineering.com SANITARY PROFILES I i i I I i POLL BACK GRADE INCREASE AT ^ w CORNER TO INCREASE V ©X—`t7 \N -- —91GHrDMTANEE------------------- APPROX LOCATION OF I2"WM ------------------------ EP5S1 ' EDGE OF PAVEMENT EP53,33' EL�56.1�' EP15325' , ERS3. EP5296' 4,0' w — � — S 59e 55 E 7 — coNCMOM a- , ----------- r•, PLANTING LEGEND east I I UNIT4 I COMMON NAME SYMBOL NUMBER NUMBER I SirMDE2'HIGH BERM W)TAHTHE POLLONR PL�NTIf�G5:1 I UNIT UNIT2 UNIT3 EiXISTINGISTOR7 I EXISTING PROPOSED .SD EASTERN RED C RS.5d'HT. 1 I I M METAL FRAME UNITS 5-70 •2D BAYBERRY-MIT. \ \ I \ I E5 SEE FLOOR PLANS EACH TREETIYBE PLACED AT BON CENTER\ 11 II I 1 I o _ FIINWFLOOR=55.4'I I I I ARBOR VITE o 40 EXISTING Ixf Bill / I RUSSIAN OLIVE 5 \ 1'SIT Y ONHE 1 I / \ ML RIRDII d / 'f�� SL FPO"EDLp'X P \ HOSTA O MOpIABL FR�.ME$HEI I (�1 (� ( 1 mrrur 550 60 • 7 DROP d O I i i INLET EASTERN RED CEDAR f' 36 60 $I Is W ORNAMENTALPEAR 2 EASTERN WHITE PINE 17 605 O = �� I \\ I I II II • � � 1 v (\ 153} II I \ �I MONTAUK DAISY O 2 LLJ `\ l l \ �. _ \ /'5A W op� \` \ \ \ \ \ saD _-Qii z °°�� 11 \\ V AMERICAN HOLLEY 1' 3 6�[/ _ " III\ c g \ \\ D • I III \ \\ LO DA"' ILY 34 0 Lo LAYLAND CYPRESS 20 3A CD LO oBAYBERRY 20 CD Ch Sg CD EXISTING TREESOz - Iwo z9 q z� cai so "I OW O oo PON U \ \I \ o ZKy U O 0 / I I I I I I II I GENERAL NOTE: I I I I 1. LANDSCAPE INFORMATION SHOWN ON THE PLAN IS BASED ON THE INFORMATION PROVIDEDBYTHE OWNER r •'*� APPROVED BY u' P"nt - r, 2001 oi SIC, � — —_---J PLANNING BOARD _mss-- - - - - I I _ � I ---- _TOWN Of SOUTHOLD — —L - - - -� - - - -I—__= _= - - - - -_T — J _ _ _ _ --- DATE / T ADD BERM AND SCREEN 3-1-07 N 59°55'31'' W 513.96' „�� REVISIONS r Gr N�j\ LAND NOW OR FORMERLY OF r„ v JEANNE M.,GRACE 8 DONALD J GRIM ,,�,'•{� � ! CO, r / S 4.5 280 DEN-KEL LANE (r ,.,.� P.O.BOX300 I ;} - CUTCHOGUE,N.Y. 11935 ZONE:U Plans are prepared by Condon Engineering,PC Iteaviolahenoflhe Newyork s Slate Education Lew,Adrla 145,Section 7209,for any person unless using under Dt the direction ofd licensed Professional Engmeer,Archdrve ect,or Land Suyor,to aper �l any item in any way.If an dem peering the seal of an Engineer,Arrit or Lend Surveyor is altered,the altering Engineer,Architect,or Lend Sunreyer shell aDp to the S.0 T.M. DIST. 1000 SEC.083 BLK 03 LOT 46 item hislher seal and the notetmn"Altered by"followed by his0er signature and the dela of such ellerehcna,and a assets description of the alt vel Condon Engineering, P.C. CUTCHOGUEBUSINESSCENTER �-/� Scale. i"=4o' 8595 COX LANE 3 1755 Sigsbee Road CUTCHOGUE, NY OF Drawn by JJC Mai New York 11952 Date', 21112007 (631)298-1986 (631)298.1986 fax LANDSCAPE / 7 www.condonenglneering.com REVEGETATION PLAN MAILING ADDRESS: PLANNING BOARD MEMBERS S�Ury P.O.Box 1179 DONALD J.WILCENSKI h0' Ol0 Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS y y� Town Hall Annex KENNETH L.EDWARDS54375 State Route 25 Q JAMES H.RICH III �� • �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR cout l,,� Southold,NY Telephone: 631765-1938 Fag:631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 28, 2012 John Condon 1755 Sigsbee Road Mattituck,NY 11952 Re: Site Plan for Cutchogue Business Center Located at 8595A sw/s/o intersection of Oregon Road and Cox Lane&CR 48, Cutchogue SCTM#1000-83.-3-4.6 Zoning District: LI Dear Mr. Condon: The Planning Board, at their February 27, 2012 work session, found that the requirements listed in the letter dated February 9, 2012 have been completed based on the site inspection made February 23, 2012 and the site is now in conformance with the approved site plan. 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, hl Donald J. Wilcenski Chairman cc: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer Steve Figari, Silverstone Property Group / • MAILING ADDRESS: PLANNING BOARD MEMBERS *OF SO!/j�o P.O.Box 1179 DONALD J.WILCENSKI �� �� Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Us Town Hall Annex KENNETH L.EDWARDS G JAMES H.RICH III '� 54375 State Route 25 MARTIN H.SIDOR l�C (cor.Main Rd.&Youngs Ave.) OU , Southold,NY Telephone:631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE T February 9, 2012 OWN OF SOUTHOLD John Condon 1755 Sigsbee Road Mattituck, NY 11952 Re: Site Plan for Cutchogue Business Center SCTM#1000-83.-3-4.6 Dear Mr. Condon: With reference to the Work Session held on January 23, 2012, please be advised that the Planning Board has determined the requirement of the following after their review of final site inspection comments with regard to the issuance of a Certificate of Occupancy: 1. Drainage: Please submit a drainage affidavit from a licensed engineer to ensure that what was constructed on site strictly meets or surpasses the drainage requirements and design approved by the Planning Board and Town Engineer according to Chapter 236 for Storm Water Management. a. Lower all drainage grates to grade level b. Lower all septic covers or potential drainage covers to grade level 2. Paving: Complete paving of the following: a. Front ingress/egress aprons (north and south) b. North side of building where the exposed gravel "patch" exists. c. Directly behind the North side of the building d. Covers (drainage or septic) to be brought to grade by paving the immediate surrounding area so a consistent surface may be maintained for a safe parking area. Cutchogue Business Center Page Two February 9, 2012 3. Handicap Accessibility spaces: a. Complete appropriate striping, loading area and signage for the approved ADA spaces (2) on the east side (front) of the existing building. b. Construct appropriate signage behind the west side (rear) of the existing building for ADA compliant spaces (2). Once all of the above requirements have been completed, please contact the Planning Department directly. 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 Cc: Steve Figari, Silverstone Property Group �j Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonengineering.com February 14, 2012 Mr. Brian Cummings Town of Southold Planning Board Town Nall A fnex Building P.O. BOX 1179 �;;�i� Southold NY 11971 F E B 5 201 Re: Amended Site Plan for Cutchogue Business Center 8595 Cox Lane,Cutchogue,NY SCTM: 1000-83-3-4.6 Dear Mr. Cummings: As requested, I inspected the installation of the site drainage at the above referenced property at the time of installation. With the exception of a few minor adjustments in the field, the storm drainage system conforms with the approved site plans and in accordance with Chapter 236 of the Town of Southold Code for Storm Water Management. Please do not hesitate to call me if you have any questions or need additional information. Yours tru , Vndon,��P.E. Submission Without a Cover Letter Sender: Subject: CenVe:r SCTM#: 1000 - ��_— , �( 7 Date: , n,n I Comments: JAN 2 4 2012 Southold Town fining Board Work Session: January 231&112 Page Two ___..._....__ __..-.-_-.-.. __....._---__.._...._._. _...___.._...._........_._._.__..__..._..._......-.__.--_._.......... ___....... ...... .--............__...__.__.___.._...----�___._._..___._ ^T SCTMM T 1000-83-3-4.6 Pro ect name _ _ _ . _ __... _ __...... _.___.__.....__. ---._...__..._.__.__.___--.--..._..._............__..................._, Location: on the s/w/s g /o the intersection of Oregon Road and Cox Lane known as _.___. ___-._. _.-. _....._...._...._i...8595 Cox Lane in Cutchogue ........... . . _......__...______ ................ Description: j This proposed amendment includes the interior alteration of the existing j 12,000 sq. ft. building and the As Built Construction of three (3) buildings i as follows: 1,184 sq. ft. metal framed hut, 72 sq. ft. framed shed & 104 sq. ft. metal shed with an additional 30 parking spaces for a total of 90 _ _ _ _i parking maces on a 6.097 acre_parcel in the LI Zone. ...... _._......_._............................__...___.__._....._.................._..........__...___.......... Status: : Final Pending_Inspection --..._ _.._.._.. ..__...._..._......._...-.................................................._................... _._..........._._................, Action: Review si.................................._.._. __.---........_.........._....-.._--..._..._........_.............................................................................._.........................................-................................._.._......................_._.....; Attachments_ ___.............__:._.Staff Report__._.................__. ..... ' ................._.._.._._.........................._.., ........ ...........__.............._...................--__---...._.........._....__........._ -_ ..._....______ ..__.._._._-.......__. . __ ..._........................_.................._.....---............................._.__......................_._................. ; Proname: — Sherwood House Vine ards ____l__SCTM#.:....i.....1..000-1.00-4-5. ___._._................__............... .. Location ' 2600 Oregon Road, Mattituck — __.........__........_._._,..._.._..--- .... ................_...--------._.... - ---._...-- _ ._...... -..................._...--............... -..... Description: ' This site plan is for the proposed construction of two patios, one of brick at 160 s.f. and the other a cedar deck at 490 s.f. for an outdoor wine tasting area that will include a 4,453 s.f. gravel parking lot with a connecting paved foot ath. .................._.........._...__..............._.............-........-----.....-a- -._.�_ �. _-............................................................-_................_........._..........................._........................---._...... : Status........_..........._._._............--.........._.........._Pend.i!a._.--............... _ Action: Status Up-date _...._....._.._.._........__......... _ -._.........____.._._ _ _— -- _---._____-_._...........-.---........---.-......................................_._..............................---._.................._.---.._.................-_.._....... Attachments..._._._....._._.....y._Staff Reeort For Discussion: • Review Comprehensive Plan Timeline • Review Chapter Assignments for the Comprehensive Plan • Review meeting schedule for the Comprehensive Plan Team • Wind Energy code amendment comments to Town Board • Joint Agricultural Advisory Committee/Planning Board meeting to discuss site plan process and potential code amendments 2 P 1 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigebee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonengineering.com January 11, 2012 Mr. Brian Cummings Town of Southold Planning Board Town Hall Annex Building P.O. Box 1179 Southold NY 11971 Re: Amended Site Plan for Cutchogue Business Center 8595 Cox Lane,Cutchogue, NY SCTM: 1000-83-3-4.6 Dear Mr. Cummings: The owner is applying for a Certificate of Occupancy with the building department for the above referenced project. In accordance with the Planning Board Resolution of April 10,2007, condition no. 5,we are requesting that the Building Department and Planning Board perform an on-site inspection. The work was performed by the previous owner of the property prior to April, 2010. Please do not hesitate to call me if you have any questions or need additional information. Yours truly, Aoon, P.E. j I MAILING ADDRESS: PLANNING BOARD MEMBERS pF so P.O. Box 1179 JERILYN B.WOODHOUSE �OV� yOIO Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS w Town Hall Annex MARTIN H G 54375 State Route 25 JOSEPH L. GEORGE L. SOLOMON Q • ,�p�� (cor. Main Rd. &Youngs Ave.) TOWNSEND yCOU0 ��.`- Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE April 10, 2007 TOWN OF SOUTHOLD Mr. John Condon Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, NY 11952 Re: Amended Site Plan for Cutchogue Business Center 11/06 -Located on the s/w/s/o-the intersection of Oregon Road and Cox Lane known as 8595 Cox Lane in Cutchogue SCTM#: 1000-83-3-4.6 Zoning District: Light Industrial (LI) Dear Mr. Condon: The Southold Town Planning Board, at a meeting held on Monday, April 9, 2007, adopted the following resolutions: WHEREAS, this amends the site plan approval granted on May 10, 2005 for the alteration of a 12,000 sq. ft. building with 60 parking spaces. This proposed amendment includes the interior alteration of the existing 12,000 sq. ft. building and the As Built Construction of three (3) buildings as follows: 1,184 sq. ft metal framed hut, 72 sq. ft. framed shed & 104 sq. ft metal shed with an additional 30 parking spaces for a total of 90 parking spaces on a 6.097 acre parcel in the LI Zone. SCTM#1000-83-3-4.6; and WHEREAS, Richard J. Principi, Jr. is the owner of the property located on the s/w/s/o the intersection of Oregon Road and Cox Lane known as 8595 Cox Lane in Cutchogue; and WHEREAS, on November 14, 2006, the agent, John Condon working for the applicant Richard J. Principi, submitted a new formal amended site plan for approval; and WHEREAS, on March 1, 2007, the agent and applicant submitted a "Landscape/Revegetation Plan", C-3 of 7, prepared and certified by John J. Condon, PE dated February 1, 2007 and last revised on March 1, 2007 at the public hearing; and WHEREAS, on March 1, 2007, the Planning Board the Planning Board granted site plan approval on the amended site plan drawings sheets C1 - C5 and sheets P1- P2 prepared and certified by John J. Condon, P.E. of Condon Engineering, P.C. dated February 1, 2007 and added the following to the final resolution: t Cutchogue Business Center Page Two April 10, 2007 RESOLVED, that the owner, agent and/or applicant submitted a revised landscape plan to the Planning Board with a landscape change and will required the revised plan to be reviewed by the Planning Staff and the Superintendent of Highways; be it therefore RESOLVED, on March 5, 2007, the Town Engineer responded after review of "Landscape/Revegetation Plan" with the following and the Planning Board accepts these comments: 1. This Site Plan indicates the construction of a New Landscape BERM adjacent to the intersection of Oregon Road and Cox Lane. This proposed BERM has been set back away from the property lines that are immediately adjacent to the intersection of Oregon Road and Cox Lane. It would appear that the existing sight distances of the local traffic in this area will not be negatively impacted by the construction of this BERM or the placement of the proposed landscaping. 2. The remaining landscaping indicated on the Site Plan appears to be adequate for this site. This item should be reviewed and approved by the Planning Board. 3. The proposed location for the construction of a 32' x 37' Metal Frame Hut should be reviewed and approved by the Planning Board; be it further RESOLVED, that the Planning Board accepts the letter from owner, Richard J. Principi, Jr., dated April 6, 2007, which states, "The proposed landscape berm and plantings shown on the revised landscape plan, dated March 1, 2007, will not reduce the site distance at the intersection of Oregon Road and Cox Lane. If there are any site distance concerns in the future at the specified corner, I will work with the Southold Town Planning Department to resolve any issues that may arise."; be it further RESOLVED, that pursuant to Southold Town Code 280-131 Part I, the applicant agrees to incorporate all the requirements, comments, and recommendations of each reviewing agency as referenced above and as indicated on the site plan and corresponding attachments; and be it further RESOLVED, that the applicant agrees to incorporate all the requirements and conditions as indicated in the resolution dated March 1, 2007 and as endorsed on the amended site plan drawings sheets C1 - C5 and sheets P1- P2 prepared and certified by John J. Condon, P.E. of Condon Engineering, P.C. dated February 1 , 2007; and be it further RESOLVED, that the Southold Town Planning Board grant approval of the landscape changes as shown on the "Landscape/Revegetation Plan", C-3 of 7, prepared and certified by John J. Condon, PE dated February 1, 2007 and last revised on March 1, 2007 and authorize the Planning Board Member to endorse this landscape plan to be added to the previously approved "Landscape/Revegetation Plan", C-3 of 7 prepared and certified by John J. Condon, P.E. of Condon Engineering, P.C. dated February 1, 2007 with the fulfillment of the conditions as follows: 0, . Cutchogue Business Center Page Three April 10, 2007 1. The owner, agent and/or applicant shall receive approval from the Suffolk County Department of Health Services, for the approved construction and submit such approval to the Southold Town Planning Department for review. If such approval varies from this approved site plan, the Planning Board reserves the right to review a new site plan application. A copy of the Suffolk County Department of Health Services approved plan must be submitted to the Southold Town Planning Department within thirty (30) days of receipt. If applicant/agent/owner fails to adhere to this requirement this approval shall become null and void. 2. All fill generated from the excavation of proposed new leaching pools should be used to re-establish stable side slopes immediately adjacent to the South Westerly parking areas. 3. The owner/applicant will comply with Southold Town Code Section §240-49. "Clearing" part A as follows: A. Clearing of vegetation and/or grading is permitted only within the areas designated by the Planning Board and as shown on a final clearing and/or grading plan or plat approved by the Planning Board; and 4. The site plan approval requires that all work proposed on the site plan shall be completed within three (3) years from the date of this resolution. 5. Prior to the request for the Certificate of Occupancy, the owner or authorized agent must request, in writing, the said Building Inspector and the Planning Board to perform an on-site inspection to find the site improvements are in conformity with the approved amended site plan. 6. Prior to the request for an on-site inspection, the applicant/agent/owner must submit a copy of all required approvals from any necessary agencies to the Southold Town Planning Department. 7. If the as-built site improvements vary from the approved site plan, the Planning Board reserves the right to request a certified as-built site plan detailing all the changes. 8. Any changes from the approved site plan shall require Planning Board approval, and any such changes without Planning Board approval will be subject to referral to the Town Attorney's Office for possible legal action. 9. The Planning Board will issue a final site plan approval in the form of a letter following a site inspection and at the time the site improvements are found to be in conformance with the approved site plan. As per the Town Code, one copy each will be distributed to the Building Department and Town Engineer/Highway Department. Cutchogue Business Center Page Four April 10, 2007 If you have any questions regarding the above, please contact this office. Very truly yours, George D. Solomon Planning Board Member Cc: Southold Town Building Department Southold Town Engineer File Enc. ib 0 Semon, Bruno From: Semon, Bruno Sent: Tuesday, August 14, 2007 11:11 AM To: Richter, Jamie; Forrester, Ed; Terry, Mark; Harris, Peter; Verity, Mike Cc: Ford, Amy; George Solomon; Jeri Woodhouse; Joseph Townsend; Martin Sidor, Jr.; pappy@fishersisland.net Subject: Cutchogue Business Center site inspection 8/10/07 Attachments: 100_1484.jpg; 100_1485.jpg; 100_1486.jpg Fil Ful 100_1484.jpg(339 100_1485.jpg(339 100_1486.jpg(337 KB) KB) KB) Hl Jamie, Be advised after you contacting me I went out to the Cutchogue Business Center site and took the attached pictures of the grading at the corner. Ed Forrester felt it was best that Planning Staff investigate the work and compare it to the site plan approval. The grading work has started and is within the approval of the site plan. Please advise who ever contacted you that the scope appears to be within Planning Board approval. However the work is not completed will require finished grade and landscape planting along with other elements of the site plan. When you are in the area please drive by and view the work. It would be great if Pete Harris could also take a look at the work before the final grade is completed. This email is information for the record. Thanks Bruno 1 • • MAILING ADDRESS: PLANNING BOARD MEMBERS ��OFSOpryo P.O. Box 1179 JERILYN B.WOODHOUSE �� �� Southold,NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS co ac Town Hall Annex MARTIN H. SIG �O 54375 State Route 25 GEORGE D. OWNSESOLOMON ���. (cor. Main Rd:&Youngs Ave.) JOSEPH L.TOWNSEND COUNTI,� Southold, NY Telephone: 631765-1938 Fam 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: April 20, 2007 To: Michael Verity, Chief Building Inspectcyr Jamie Richter, Town Engineer From: Bruno Semon, Senior Site Plan Reviewer /f Re: Cutchogue Business Center Amendment 101/0066 amendment approval Located at known as 8595 Cox Lane in Cutchogue. SCTM#(s) 1000-83.-3-4.6 Zone: LI (Light Industrial For your files and as follow up on the above listed amended site plan approval the following items are enclosed: • An original endorsed copy of the amended Landscape/Revegetation Plan signed on April 10, 2007 " C-3 of 7 (dated February 1, 2007 and last revised on March 1, 2007). • A copy of the final resolution (dated 4/10/07) which endorsed the Landscape/Revegetation Plan", C-3 of 7 (dated February 1, 2007 and last revised on March 1, 2007). Thank you in advance. cc: file Enc. r • 0 MAILING ADDRESS: PLANNING BOARD MEMBERS ��OF SO�lyo So P.O.old, x 1179 1971 JERILYN B.WOODHOUSE �O to Chair OFFICE LOCATION: KENNETH L.EDWARDS u> >c Town Hall Annex MARTIN H.SIDOR ,O 54375 State Route 25 GEORGE D.SOLOMON Ol� (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND COUNV I� Southold, NY Telephone: 631 765-1835 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 19, 2007 Mr. John Condon Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, NY 11952 Re: Amended Site Plan for Cutchogue Business Center 11/06 Located on the s/w/s/o the intersection of Oregon Road and Cox Lane known as 8595 Cox Lane in Cutchogue SCTM#: 1000-83-3-4.6 Zoning District: Light Industrial (LI) Dear Mr. Condon: For your files and as follow up on the above listed amended site plan approval the following items are enclosed: • A copy of the amended final resolution (dated 4/10/07) which endorsed Landscape/Revegetation Plan", C-3 of 7 (dated February 1, 2007 and last revised on March 1, 2007) • A copy set of approved amended site plan drawings sheets C1 - 05 and sheets P1- P2 prepared and certified by John J. Condon, P.E. of Condon Engineering, P.C. dated February 1, 2007 and authorized by the Planning Board Member on March 12, 2007. • An extra file copy of the draft plans known as C-1 — C-5 received by the Planning Department on November 13, 2006. • Two extra file copies of the draft plans known as C-130 dated June 30, 2004. If you have any questions, please contact this office. Very"U yo s, Bru Sem Sr. Site Plan Reviewer CC: File Ends. �v Ur PRINCIPI B11ILDERS , INC. 40 �rF 631 -734-2410 8595 Cox LANE 631 -734-2438 FAX CUTCHOGUE, NEW YORK 1 1935 April 6, 2007 Mr. Bruno Semon, Senior Site Plan Reviewer Planning Department, Town of Southold PO Box 1179 Southold, NY 11971 Re: Amended Site Plans — Cutchogue Business Center 8595 Cox Lane, Cutchogue, NY 11935 SCTM: 1000-83-3-4.6 Dear Mr. Semon: The proposed landscape berm and plantings shown on the revised landscape plan, dated March 01, 2007, will not reduce the site distance at the intersection of Oregon Road and Cox Lane. If there are any site distance concerns in the future at the specified corner, I will work with the Southold Town Planning Department to resolve any issues that may arise. Please don't hesitate to contact me should you have any questions or require additional information. Sincerely, Richard J. Principi, Jr. D APR — 9 2007 — so�,;,��a town 04/06!2007 13:07 6317342439 PRINCIPI PAGE 31 0 0 PRINCIPI BUILDERS, INC. 631 -734-241 O 8595 Cox LAME 631 -734-Z439 FAX Cu7CHaout, New YORK 1 1 935 April 6, 2007 Mr. Bruno Semon, Senior Site Plan Reviewer Planning Department, Town of Southold PO Box 1179 Southold, NY 11971 Re: Amended Site Plans—Cutchogue Business Center 8595 Cox Lane, Cutchogue, NY 11935 SCTM: 1000-83-3-4.6 Dear Mr. Semon: The proposed landscape berm and plantings shown on the revised landscape plan, dated March 01, 2007, will not reduce the site distance at the intersection of Oregon Road and Cox Lane. If there are any site distance concerns in the future at the specified comer, I will work with the Southold Town Planning Department to resolve any issues that may arise. Please don't hesitate to contact me should you have any questions or require additional information. Sincerely, Richard J. Principi, Jr. i ll�s Submission Without a Cover Letter Sender: Subject: Cz�X )—P�r— i CU`fCti c �t�?✓ , Icy SCTM#: 1000 - Q82j Date: C�1 3/e"5! �' Comments: CA PF r"g- �x r f � c� i s i r SCOTT A. RUSSELL q� o `„ JAMES A. RICHTER, R.A. SUPERVISOR ENGINEER TOWN HALL - 53095 MAIN ROAD yy at Ij TOWN OF SOUTHOLD,NEW YORK 11971 Fan. (631) 765-9015 E?� 'ALP Y #7 -769w'r5{�x-sr--.n....... yQ �! '' JAMIE-ffd 'WJS SoVTH0ED•NY.US' OFFICE OF THE ENGINEER 1Ii TOWN OF SOUTHOLD ( ViAA _ 6 2007 i Jerilyn B. Woodhouse 4March 5, 2007 Chairperson - Planning Board Town Hall, 53095 Main Road ''""" '~' •_.._ .. Southold, New York 11971 Re: Cutchogue Business Center Oregon Road & Cox Lane, Cutchogue, NY SCTM#: 1000-83-3-4.6 Dear Mrs. Woodhouse: As per a request from your office, I have reviewed the Landscape/Re-vegetation Site Plan, Sheet C-3 of 7, from John J. Condon, PE, who is the Engineer for the above referenced Project. Please consider the following: 1. This Site Plan indicates the construction of a New Landscaped BERM adjacent to the intersection of Oregon Road and Cox Lane. This proposed BERM has been setback away from the property lines that are immediately adjacent to the intersection of Oregon Road and Cox Lane. It would appear that existing sight distances of the local traffic in this area will not be negatively impacted by the construction of this BERM or the placement of the proposed landscaping. 2. The remaining landscaping indicated on the Site Plan appears to be adequate for this site. This item should be reviewed and approved by the Planning Board. 3. The proposed location for the construction of a 32'x 37'Metal Frame Hut should be reviewed and approved by the Planning Board. If you have any questions regarding this review, please contact my office. inc 4ely,aure cc: Peter Harris (Superintendent of Highways) MAILING ADDRESS: PLANNING BOARD MEMBERS pF SOUry P.O. Box 1179 JERILYN B.WOODHOUSE ���` Ql� Southold, NY 11971 Chair r OFFICE LOCATION: KENNETH L.EDWARDS CIO Town Hall Annex MARTIN H.SIDOR 54375 State Route 25 GEORGE D.SOLOMON Q� (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND �CQU N Southold, NY Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE March 2, 2007 TOWN OF SOUTHOLD Mr. John Condon Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, NY 11952 Re: Proposed Amended Site Plan for Cutchogue Business Center 11/06 Located on the s/w/s/o the intersection of Oregon Road and Cox Lane known as 8595 Cox Lane in Cutchogue. SCTM#1000-83-3-4.6 Zoning District: Light Industrial (LI) Dear Mr. Condon: The Southold Town Planning Board, at a meeting held on Thursday, March 1, 2007, adopted the following resolutions: The final public hearing was closed. WHEREAS, this amends the site plan approval granted on May 10, 2005 for the alteration of a 12,000 sq.ft. building with 60 parking spaces. This proposed amendment includes the interior alteration of the existing 12,000 sq. ft. building and the As Built Construction of three (3) buildings as follows: 1,184 sq. ft metal framed hut, 72 sq. ft. framed shed & 104 sq. ft metal shed with an additional 30 parking spaces for a total of 90 parking spaces on a 6.097 acre parcel in the LI Zone. SCTM#1000- 83-3-4.6; and WHEREAS, Richard J. Principi, Jr. is the owner of the property located on the s/w/s/o the intersection of Oregon Road and Cox Lane known as 8595 Cox Lane in Cutchogue; and WHEREAS, on January 27, 2007, the Southold Town Building issued a notice of disapproval indicating that the proposed accessory storage building will require approval from the Southold Town Planning Board; and WHEREAS, on November 14, 2006, the agent, John Condon working for the applicant Richard J. Principi, submitted a new formal amended site plan for approval; and WHEREAS, on December 14, 2006, the Architectural Review Committee reviewed the architectural drawings and associated amended site plan materials, made comments/ recommendations and the Southold Town Planning Board has considered the comments/ recommendations; and WHEREAS, on December 19, 2006, the Suffolk County Department of Planning responded after review and determined this matter is for "local determination as there appears to be no significant t Cutchogue Business Center Page Two March 2, 2007 county-wide or inter-community impact(s)" and the Planning Board accepts this pursuant to 239L & M General Municipal Law; and WHEREAS, on January 11, 2007, the Southold Town Building Inspector reviewed and certified the amended site plan for"Offices, Storage, Food Processing, Auto Repair Shop and Accessory Storage"; and WHEREAS, on February 1, 2007, the Southold Town Engineer reviewed the site plan materials and replied with three comments and the Planning Board accepted these comments and approved staff to forward them to the applicant for agreement: 1. Drainage calculations have been provided on this revised drawing and they meet the minimum requirements of Town Code. 2. Notes have been added to the drawing that require the stabilization and seeding of all steep side slopes to prevent erosion and silting of the new leaching pools. 3. Please note: All site disturbance which includes the excavations and/or regarding of the site other than those items shown on the grading and drainage plan is not permitted. It is recommended that all fill generated from the excavation of proposed new leaching pools should be used to re-establish stable side slopes immediately adjacent to the South Westerly parking areas; and WHEREAS, on February 3, 2007, the Cutchogue Fire District responded that no fire well or fire hydrant is required; and WHEREAS, on February 12, 2007, the Southold Town Planning Board held a work session and agreed to set a special public hearing to accommodate the availability of the Planning Board Members for such hearing; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, the following items shall be required: 1. All outdoor lighting shall be shielded so that 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. The lighting must meet town code requirements. 2. All signs shall meet Southold Town Zoning Codes and shall be subject to approval of the Southold Town Building Inspector. 3. As per the landscape survivability guarantee, the applicant agrees to replace any of the landscaping which dies within three (3) years of planting. RESOLVED, that the Southold Town Planning Board, pursuant to Town Code §280-131 B (5)(b), reserves the right to review the parking requirements again if a change of use is proposed; and be it further RESOLVED, that the Southold Town Planning Board, acting under the State Environmental Quality Review Act (6 NYCRR), Part 617.5 c (7), makes a determination that the proposed action is a Type II and not subject to review; and be it further Cutchogue Business Center Page Three March 2, 2007 RESOLVED, on February 26, 2007, the agent, John Condon issued a letter requesting clarification of the Town Engineer's comment#3 regarding site disturbance. The letter states, "The owner/applicant will not remove any fill generated from the proposed work as part of the amended site plan. Any steep slopes that are disturbed on the property for the installation of the drainage and sanitary will be re-established to pre-construction conditions " and the Planning Board forwarded this to the Town Engineer for review; and be it further RESOLVED, on March 1, 2007, the Town Engineer responded after review of the letter from the agent, John J. Condon, PE clarifying his previous comments by stating, "The intent of my comments listed within item #3 was intended to replenish the material and/or reconstruct the area where this unapproved excavation had occurred" and the Planning Board agrees with and is continuing to require the following condition be required: • All fill generated from the excavation of proposed new leaching pools should be used to re-establish stable side slopes immediately adjacent to the South Westerly parking areas; and be it further RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of Southold Local Waterfront Revitalization Program and has determined that the action is consistent with the Policy Standards in the February 28, 2007 memo prepared by the LWRP Coordinator; and be it further RESOLVED, that pursuant to Southold Town Code 280-131 Part I, the applicant agrees to incorporate all the requirements, comments, and recommendations of each reviewing agency as referenced above and as indicated on the site plan and corresponding attachments; and be it further RESOLVED, that the owner, agent and/or applicant submitted a revised landscape plan to the Planning Board with a landscape change and will required the revised plan to be reviewed by the Planning Staff and the Superintendent of Highways; and be it further RESOLVED, that the Southold Town Planning Board grant approval on the amended site plan drawings sheets C1 - C5 and sheets P1- P2 prepared and certified by John J. Condon, P.E. of Condon Engineering, P.C. dated February 1, 2007 and authorize the Chairperson to endorse the site plan with the fulfillment of the conditions as follows: 1. The owner, agent and/or applicant shall receive approval from the Suffolk County Department of Health Services, for the approved construction and submit such approval to the Southold Town Planning Department for review. If such approval varies from this approved site plan, the Planning Board reserves the right to review a new site plan application. A copy of the Suffolk County Department of Health Services approved plan must be submitted to the Southold Town Planning Department within thirty (30) days of receipt. If applicant/agent/owner fails to adhere to this requirement this approval shall become null and void. 2. All fill generated from the excavation of proposed new leaching pools should be used to re- establish stable side slopes immediately adjacent to the South Westerly parking areas. 3. The owner/applicant will comply with Southold Town Code section 240-49. "Clearing" part A as follows: A. Clearing of vegetation and/or grading is permitted only within the areas designated by the Planning Board and as shown on a final clearing and/or grading plan or plat approved by the Planning Board; and 1 Cutchogue Business Center Page Four March 2, 2007 4. The site plan approval requires that all work proposed on the site plan shall be completed within three (3) years from the date of this resolution. 5. Prior to the request for the Certificate of Occupancy, the owner or authorized agent must request, in writing, the said Building Inspector and the Planning Board to perform an on-site inspection to find the site improvements are in conformity with the approved amended site plan. 6. Prior to the request for an on-site inspection, the applicant/agent/owner must submit a copy of all required approvals from any necessary agencies to the Southold Town Planning Department. 7. If the as-built site improvements vary from the approved site plan, the Planning Board reserves the right to request a certified as-built site plan detailing all the changes. 8. Any changes from the approved site plan shall require Planning Board approval, and any such changes without Planning Board approval will be subject to referral to the Town Attorney's Office for possible legal action. 9. The Planning Board will issue a final site plan approval in the form of a letter following a site inspection and at the time the site improvements are found to be in conformance with the approved site plan. 10. The applicant/agent or owner must submit one additional complete site plan as described above for signature of the Planning Board and at such time will then receive an authorized site plan copy. Attached you will find a copy of the Town Engineers letter dated March 1, 2007. As per the Town Code, one copy each will be distributed to the Building Department and Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very 9my yours, 4 eor a D. Solso Planning Board Member enc: Town Engineer letter dated 3/1/07 cc: Southold Town Building Department Southold Town Engineer File 0 4 Submission Without a Cover Letter / I Sender: J ©� n Co vi 6J b n Subject: C,)+C / 1 O U SCTM#: 1000- F3 3 — 4, C� Date: 3' O, l5' Continents: p EC VE MAR - 2 2007 D : i i Southold Town r,aning Board �.... AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as e6c-�5 cnx J-A�E; , cL)TC40C�iOF, N x I 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 03-01- 07 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 from 63595 CFS NY ) 19-56 i�N�2D J - pwr lclPI > J42-- Your Name (print) Signature 9a95 C'g>e 1-- ; CyT(2+42�OiE to 1 1935 Address Oa— Date Notary Public Oy ,4 of�UCIa� �,� MAR - ��1. Ex p 2-1f PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. noon, Wed., 2/28/07 Re: Proposed Site Plan: Cutchoaue Business Center SCTM#: 1000-83-3-4.6 Date of Hearing: Thursday, March 1. 2007at 5:00 p.m. _f7dIYIgo .rlfTi lWjMi7�EIF'�97yYHP� COMPLETE THIS SECTION ON DELIVERY Postal ■ Complete hems 1,2,and 3. I mplets AKhmd Agenta"a oil11 !. Item 4 if Restricted Delivery Is d red. 10 ■ Print your name and address o reverse x 0 Addressee r so that we can return the card to you. B. by(Poi Nemo) C. ate Delillery I '-- ■ Attach this card to the back of the mailpfece, D / fig„ �� 1 or on the front if space permits. i7 U D. Is delNery address different from hem 17 0 es 1. Article Addressed to: a YES,enter delivery address below: 0 No Postage $ $0.39 0958 _ —Pookl--O certified Fes $2.40 05 Postmarle -PC) 15(DX pent ReQQUIred) 1.85 kx U 7 i 0) f 1 3 Dm Requelivery Fes �r 1 L a TAMired) $0.00 Grtuied Mall 0 Express Mall Qstage&Fees $ $4.64 02/26&007 O Registered 0 Return Receipt for Merchandise 0 Insured Mall 0 C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yes .�joz-?!_t_. -Ize --t-.I �r-�--_--__-_ 2. Article NumberkNO. 1"_YC` __ f zz ____________________________________ (rransferfmmservice tabeo 7006 2150 0002 5028 3254 %7JP.a^. _T Ny 11 PS Form 3811,February 2004 Domestic Return Receipt 10259502-M-1540 _-7fYE5,enter delivery address below: 0 No " ii-7 _____ _ _ _ ___________ _________________________ �x 4l3 KNa. fi- '-�` El3 9 ------------------------------------------ B ft. ' . c�►cx�t , NY a Type - mrxarma�a„E 7� in Certlfled Mail 0 evess Mall �etage&Fees I$ - i4.MF I VL/GV/lWh..- 1 19 5j 0 Registered 0 Return Receipt for Merchandise 13 insured Mail O C.O.D. A wTON fE 8FRLK9��-C-1 _ 4. Restricted Dellverl?(Exna Fee) 0 YeS Ee w---______________________________________________________________________ 2. Article Number NO �� I: ______.... (rransfer from service feeep 7006 215 0 0002 5028 3230 �:ziP:a.................'----- -.......----------------•••_ Gsr NY Il9WF PS Form 3811,February 2004 Domestic+ m Receipt 102595-02-M-1540 K :rmec�amrrx�rmre„G SkPP-R MC of Na.; --•----------•-- -. � a� 1�� i, 4072x1.-_—��--f?!l(tiU---------------- B,2T CuTCYut✓ t N Y !is 3• s Type 9 CWWAd Mag 0 erpress Mall age&Fees aw•vr _.i 0 Registered 0 Return Recelpt for Merchandise 0 Insured Mall 130.0.0. 4. Restricted Delivery?(Extra Fee) 0 Yes -_ z. Article Number {1x.76"0., Bo 7006 2150 0002 5028 3247 Ie,"zip+%! (rmnsfer from seru�:e)strep CLNCAA'C�v>✓ _ NY 119.;5 PS Form 3811,Ferary 2004 Domestic Return Receipt 102595-02-M-1540 , ;- IfRiirlrae. __.— —""". ---_---- Cage "es C R14YPcQ� M �P�12E wRAJ tD--`_STEVEN -J-- ---•-----•------•---- o Zr � �I R�� 'No.Cy3_ 8te7x�ac.� ID4E _____ ________________ __P "" .... _ Clc + a Type re,z , . O.JE-, NY 11935 10 Chilled Mail C1 FSripress Mail 0 Registered 0 Return Reoeipt for Merchandise 0 Insured Mail 0 C.O.D. - 4. Restricted Delivery?(Ektra Fee) 0 Yes Vptolk•-D•J-_..CIS M 2. Article Numbert7Vo (rrensfer eom serdos few 70A, 2150 0002 5028 3223 WI .; �` " 3�• - �,LP+4 - - ---• --------------- -•- -- - _ CvrcuE , NY Ii9�iS PS Form 3$11,February 2004 Domestic Return Receipt 1025eso2.ra-1540 rr i c�.w6T.Rlbmnn;aeumueue..rm.c.r. •1/' . e1COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signatu Rom 4 If Restricted llelivery Is desired. XAgent e ■ Print your name ancladdress on the reverse b Addressee so that we can retuthe card to you. B by(Printed Name) C. Date of Delivery ■ Attach this card to te back of the mailpiece, r c f S C a or on the front if space permits. ��r� 1. Article Addressed to: D. Is delivery address different from Rem i? 0 Yes If YES,enter dellvery address below: 0 No MoP-e'-a- , 0-0- -F0 15cK Iz89 Cytr t�zx�v� Ny 3. SVO,Type i 935EirCertinatiMaN o taws Man 0 Regi mmd 0 Return Receipt for Merchandise 0 insured Mas 0 C.O.D. 4. Restricted Delivery?(Flits Pee) 0 Yes , 2. Article Number (7kansfe,from ?abeg 7006 2150 0002 5028 3278 PS Form 3811,February 2004 wile Return Receipt 102595-02-M-1540 • - 0 Attach this rand to the back of them piece, ' n of Delivery or on the front if space perks. Q /uQ"r"� Q 1. Article Addressed to: D. Is delivery address different om tem 1? 0 Yes I If YES,enter delivery address below: 0 No ,PAV IP c SZIEVEN 7-4+o'5K-t ' 387a 8P4 Pk:441E- 1-� aCP'C 5 tNYI93 ia. Type t Certified Moll Cl Express Mall 0 Registered 0 Return Receipt for Merchandise 0 Insured Mas 0 C.O.D. A 4. Restricted Delivery?(Odra Pee) 0 yes If 2. Article Number (nansferfromservtcefaW 7006 2150 0002 5028 3285 PS For 3811,February 2004 Domestic Return Receipt 10259502-b-1540 i 1. Article Addressed to: D. Is deliveryaddress different from item 1? 0 Yes If YES,enter delivery address below: 0 No Fjox 98Z STC k�t�'gl f y 119�f 3. SSyolce Type 0 CW~Mall 0 Express Mail t O Registered 0 Return Receipt for Merchandise =j 0 Insured Mall 0 C.O.D. 4. Restricted Delivery?Print Fee) 0 Yes 2. Article Number (ranterfo smvfoefabel) 7006 2150 0002_. 5.028 3261 �1,February 2004 Domestic Return Receipt 102595-02-W5401 S� • • MAILING ADDRESS: �S PLANNING BOARD MEMBERS �V so oj P.O. Box 1179 JERILYN B.WOODHOUSE ��� yOIO Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS y Town Hall Annex MARTIN H.SIDOR 54375 State Route 25 GEORGE D.SOLOMON (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND ��,'OU N Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD To: Jerilyn Woodhouse, Chair Town of Southold Planning Board From: Mark Terry, LWRP Coordinator Principal Planner Date: February 28, 2007 Re: Proposed Site Plan for Cutchogue Business Center Located on the s/w/s/o the intersection of Oregon Road and Cox Lane known as 8595 Cox Lane in Cutchogue. SCTM#1000-83-3-4.6 Zoning District: Light Industrial(LI) This amends the site plan approval granted on May 10, 2005 for the alteration of a 12,000 sq.ft. building with 60 parking spaces. This proposed amendment includes the interior alteration of the existing 12,000 sq. ft. building and the As Built Construction of three (3)buildings as follows: 1,184 sq. ft metal framed hut, 72 sq. ft. framed shed& 104 sq. ft metal shed with an additional 30 parking spaces for a total of 90 parking spaces on a 6.097 acre parcel in the LI. SCTM#1000-83-3-4.6. 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 as well as the records available to me, it is my determination that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Planning Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: File D E (—� od— FEB 28 2007 D A. 4 Y A � 02 i - -. .. ,:U . .:""'dt.`.�„.*oma ..�,''. •n,,.. 0 2 0 5 l-2-0.0 7:_: n .4ys �1 1 02 / 05 / 2007 /�///!!!1llllllllll 02 / 05 / 2007 �:�;f �o SCOTT A. RUSSELL o JAMES A. RICHTER, R.A. SUPERVISOR ENGINEER TOWN HALL - 53095 MAIN ROAD pp Z TOWN OF SOUTHOLD N$1y YORK 1197 Fax. (631)-765-9015 Tel (631)-765 1560 3AMIE.RICHTER@TOWN S0, � s lit }` . OFFICE OF THE ENGINE _ n7 TOWN OF SOUTHOLD Jerilyn B. Woodhouse1, 2007 Chairperson - Planning Board Town Hall, 53095 Main Road �" ` '` ._•_ Southold, New York 11971 Re: Cutchogue Business Center Oregon Road & Cox Lane, Cutchogue, NY SCTM #: 1000-83-3-4.6 Dear Mrs. Woodhouse: As per a request from your office, I have reviewed the Letter from John J. Condon, PE who is the Engineer for the above referenced Site Plan project. This letter requested clarification regarding item#3 as noted in my last report. Mr. Condon may not be aware of the history related to this site. Not that long ago,and without permits or site plan approvals from the Planning Board, the property owner began excavating and screening material from the embankment located along the westerly side of the existing parking area. When this activity was personally questioned by my office,the property owner indicated that he was mining the material for resale to supplement the cost of property acquisition. He was immediately notified to stop because this operation is not permitted without permits and/or Town Board Approval for Sand Mining. The intent of my comments listed within item#3 was intended to replenish the material and/or reconstruct the area where this unapproved excavation had occurred. If you have any questions regarding this explanation, please contact my office. erely, aures A. Richter, R.A. cc: Peter Harris (superintendent of Highways) � . SCOTT A. RUSSELL �4� �oa't JAMES A. RICHTER, R.A. 7 SUPERVISORS Tp�yp1 pp ENGINENER YORK 11971 ER TOWN HALL.- $3043 MAIN ROAD eo ac (y Td.(631)•M."i 60 Ftx. (63t)-766-9Gt3 0T JAMIERICII7ERt&TOWN.°SOU111OLD.NY.US D OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Jerilyn B. Woodhouse March 1,2007 Chairperson -Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Cutchogue Business Center Oregon Road &Cox Lane, Cutchogue, NY SCTM#: 1000-83-3.4.6 Dear Mrs.Woodhouse: As per a request from your office, I have reviewed the Letter from John J. Condon, PE who Is the Engineer for the above referenced Site Plan project. This letter requested clarification regarding Item#3 as noted in my last report. Mr.Condon may not be aware of the history related to this site.Not that long ago,and without permits or site plan approvals from the Planning Board,the property owner began excavating and screening material from the embankment located along the westerly side of the existing parking area. When this activity was personally questioned by my office,the property owner indicated that he was mining the material for resale to supplement the cost of property acquisition. He was immediately notified to stop because this operation is not permitted without permits andlorTown Board Approval for Sand Mining. The intent of my comments listed within item#3 was intended to replenish the material and/or reconstruct the area where this unapproved excavation had occurred. If you have any questions regarding this explanation, please contact my office. erely�����'i"rc� arrles A. Richter, R.A. Peter Harris (Superntsndent of Hlgtmays) y � o a t MAR - 1 2001 t •. Sp..JihotG .cwn piar;;:;, Ros;3 Feb 25 07 02 ',3p John Candor 631-298-2129 p1 �5 Condon Engineeringg, P.C. New York.State Licensed Professional Engineers 1755 Sigsbae ROa4 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 www.condonengi neeri ng.c om February 26, 2007 Mr. Brunc Semon, Senior Site Plan Reviewer Planning Department Town of Southold Town Hall P.C. Box 1179 Southold, NY 11971-0959 Re: Town Engineering Comments Cutehogue Business Center, 8696 Cox Lane, Cutchogue SCTM: 1000-83-3.4.6 Dear Mr. Semon: We are receipt of the engineering comments from the town engineer James Richter, R,A. dated February 1; 2007 regarding the amended s'te plan for the above referenced project. The owner/applicant has requested a clarification of ccmment 3 regarding the site disturbance:. The owner/applicant will not remove any fill generated from the proposed work as pat of the amended site plan. Any steep slopes that are disturbed on the property forthe installation of the drainage and sanitary will be re-established to pre- construction conditions. Please also note that John J. Condon, P.E. of Condon Engineering, P.0 prepared the proposed grading &drainage plans for the project. Thank you for your assistance with this project. Please do net hesitate to call me if,you-„.,,. p have any questions or require additional information. F Very Truly Yours, J/Kh Ji-Condon P.E. Co. Richard Principi ” i • #8238 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Candice Schott of Mattituck, in said county, being duly sworn, says that he/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), successively, commencing on the 22nd day of February, 2007. f Principal Clerk Sworn to before me this V day of J 2007 Otttu�f7aRISTINA VOLINSKI NOTARY PUBLIC-STATE OF NEW YORK NO. O 1-V067 05050 Quonlled In Suffolk County Cxplrer February 28, 2008 LEGAL NOTICE Notice of Public Haring NOTICE IS HEREBY GIVEN that, pursuant to Article XXV of the Code of the Town of Southold,a public hear- ing will be held by the Southold Town Planning Board,at the Town Hall,Main Road,Southold,New York on the first day of March,2007 on the question of the following: 5:00 p.m. Proposed site plan for Cu- tchogue Business Center, located on the s/w/s/o the intersection of Oregon Road and Cox Lane known as 8595 Cox Lane in Cutchogue,Town of Southold, County of Suffolk,State of New York. Suffolk County Tax Map Number 1000- 83-3-4.6 Dated: 2/16/07 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Jerilyn B.Woodhouse Chairperson 8238-1T 222 - 00-1z 9 al-z° v O+ 1J-9 9'019 g -z -90 06-22-9 x]a+oo e-z3 9 10-05-9 12-06-99 ° 20 SOUND 09 2e-0 9i-0 2Y 0 ] 29-0 —�n 0'31.05 -a. in In n$ 1 15,4 SCH.D.9 F.O. 29 SAIcl 1.5 Lail61 6.2 s ,n 1.1Md 1.2 2.5d1c1 ).5 MAW J ( 2.81 6 - 3 3- %vo , q 4 b 0 �oou 92.9 ]9.LIc1 icA PCL.W. FM PCL.W. G09 PCL.W. FOR PLL.W. SEE SEC.W. 5EE SEC.W. SEE SEC.W. SEE SEC.W. 095-01-OOB.I 095-01-009 095-01-010 095-01-011.2 N 3966W _ SEE SEC.W.095 yparx'm wr h Yxr wr SWngr,kr IM Iybmr p,nxr rrr — E o..or i=....o.. V —� —_'cx 0 ry..n o6NEx izL. —�— aam bxv9avW (2ll 6M1 x.. O .w..,.r u.. __. _ m.w�a.nM --._ ` ..... xouow'rii E sed.x",Ln x. 6 - N n,...w. xacw...nm F I D rv..w. 29 I«. �wx1 m 12.1 um .1 12.L 1w. 12.1 41[1 'w+»In MAILING ADDRESS: PLANNING BOARD MEMBERS QF SO(/j P.O. Box 1179 JERILYN B.WOODHOUSE �Q`1` yO� Southold, NY 11971 Chair l�( OFFICE LOCATION: KENNETH L.EDWARDSTown Hall Annex MARTIN H.SIDOR G.� � 54375 State Route 25 GEORGE D.SOLOMON • �� (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND Own Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 16, 2007 Mr. John Condon Condon Engineering, PC 1755 Sigsbee Road Mattituck, NY 11952 Re: Proposed Site Plan for Cutchogue Business Center SCTM # 1000-83-3-3.1 Zoning District: Light Industrial (LI) Dear Mr. Condon: The final public hearing regarding the maps for the above-referenced proposed site plan has been scheduled for Thursday, March 1, 2007, at 5:00 p.m. Please refer to the enclosed copy of Chapter 58, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form is enclosed for your use. You may pick up the sign and the post at the Planning Board Office, Southold Town Annex. Please return the enclosed Affidavit of Posting along with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Wednesday, February 28th, 2007. The signs and the posts must be returned to the Planning Board Office after the public hearing. If you have any questions regarding the above, please contact this office. Very truly yours, /George D. olom n Planning Board Member Encs. CC: File 0 0 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#1000-83-3-4.6; 3. That the property which is the subject of this application is located in the Light Industrial Zoning District; 4. That the application amends the site plan approval granted on May 10, 2005 for the alteration of a 12,000 sq.ft. building with 60 parking spaces. This proposed amendment includes the interior alteration of the existing 12,000 sq. ft. building and the as-built construction of three (3) buildings as follows: 1,184 sq. ft metal framed hut, 72 sq. ft. framed shed & 104 sq. ft. metal shed with an additional 30 parking spaces for a total of 90 parking spaces on a 6.097-acre parcel located on the s/w/s/o the intersection of Oregon Road and Cox Lane known as 8595 Cox Lane in Cutchogue; 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. (2"d Fl., North Fork Bank Building). If you have any questions, you can call the Planning Board Office at (631) 765-1938; 6. That a public hearing will be held on the matter by the Planning Board on Thursday, March 1, 2007 at 5:00 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: Cutchogue Business Center/Richard J. Principi, Jr. Date: 2/16/07 0 0 AFFIDAVIT OF POSTING This is to serve notice that I 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 1 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 from Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. noon, Wed., 2/28/07 Re: Proposed Site Plan: Cutcho4ue Business Center SCTM#: 1000-83-3-4.6 Date of Hearing: Thursday, March 1, 2007at 5:00 p.m. RICHARD J . PRINCIPI , JR . AMENDED SITE PLAN FOR CUTCHOGUE BUSINESS CENTER 1000 =83 =3 -4 . 6 Proposal to alter an existing building interior and 3 as-built structures, adding 30 parking spaces on a 6.097-acre parcel in the LI Zone. THURS . , MARCH 1 , 2007 - 5 : 00 P . M . Page 1 of 1 i Randolph, Linda From: JOAN ANN paweber@timesreview.com] Sent: Thursday, February 15, 2007 4:01 PM To: Randolph, Linda Subject: Re: legal ad: 2/22 publication Hi Linda Received and being processed Joan Ann -----Original Message----- From: Randolph Linda To: JOAN ANN Sent: Thursday, February 15, 2007 3:47 PM Subject: legal ad: 2/22 publication Joan Ann, Please publish the attached notice of a special 3/1 Planning Board Public Hearing, and confirm receipt. Thank you. Linda 2/16/2007 MAILING ADDRESS: PLANNING BOARD MEMBERS �QF so P.O. Box 1179 JERILYN B.WOODHOUSE �Q� y�lO Southold, NY 11971 Chair l�( OFFICE LOCATION: KENNETH L.EDWARDSTown Hall Annex MARTIN H.SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON �� JOSEPH L.TOWNSEND ��i�'C (cor. Main Youngs Ave.) Southold, d, NY 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 first day of March, 2007 on the question of the following: 5:00 p.m. Proposed site plan for Cutchogue Business Center, located on the s/w/s/o the intersection of Oregon Road and Cox Lane known as 8595 Cox Lane in Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-83-3-4.6 Dated: 2/16/07 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Jerilyn B. Woodhouse Chairperson PLEASE PRINT ONCE ON THURSDAY, February 22, 2007 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times 0 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) LINDA RANDOLPH, Secretary to the Planning Board of the Town of Southold, New York, being duly sworn, says that on the 16th day of February, 2007, 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. 03/01/07 Special Meetina: 5:00 p.m. - Public Hearing for the proposed site plan for Cutchogue Business Center- SCTM# 1000-83-3-4.6 4'�"� alp Linda Randolph Secretary, Southold Town Planning Board Sworn to before me this -day of�nQ 07. l Nota is MELANIE DOROSIO NOTARY PUBLIC,State of New York No.01D04634870 Qualified in Suffolk County Commission Expires September 304)01b • • MAILING ADDRESS: PLANNING BOARD MEMBERS rg SO!/r P.O. Box 1179 JERILYN B.WOODHOUSE �0� y�lO Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS y Town Hall Annex MARTIN H.SIDOR G Q GEORGE D.SOLOMON 54375 State Route 25 JOSEPH L.TOWNSEND Oli� (cor. Main Rd. &Youngs Ave.) COOIM,� Southold,NY 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 first day of March, 2007 on the question of the following: s:00 p.m. Proposed site plan for Cutchogue Business Center, located on the s/w/s/o the intersection of Oregon Road and Cox Lane known as 8595 Cox Lane in Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-83-3-4.6 Dated: 2/16/07 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Jerilyn B. Woodhouse Chairperson L� \J ,1__'4,,� �r I � l� �� - 1 �5 �� s DEC __� �r=�- ``� a � \ � � � / _ _ .-, 1 � � __ 'Y• ,i rs� i 1 � �_�: � D �=�� �� .��1 t ii -- - w,,,m,,,,.,.��> II �' 1. � 3` 1 �, iy ' I, I. 1 1 \rl 17 I - IF 11 lits. us 412 s 1 12 14 E f 1 01. =; � � , "�% � ,: ��i- �y'� .,. w // � cam. � i 3 �� �„�-�� "�� _ � J `l � _ r. � -_ _ ,_ -. ._.., �.,� 1� � � x �► - . � �,, - �; _ _ 1� y t � If a 4l i v r➢ } iii �jl �qi }hh *'y4���pA3 �yt� hY 1{{ �1(q9 � n i `u kap-S". 2006 12 14 � ^A J 1. �t 1. F A 2006 12 14 � i i i 1 f� -_ ��r -�► ► -,� ,e '. 6 12 14 MODEL: S30-15 EO P PAAE15 2 COST• NAME: PRINCMM BUELDERS E•r�PA\T15 I ORDER NUMBER: 46744 t2 J-�41cL5 2 GENERAL NOTES- 4=": iPN'Nf P.�f-ELS _ 12171 t. NO LOADS OTHER THAN THOSE GIVEN UNDER 'DESIGN DATA' BELOW BE IMPOSED ON THE STRUCTURE' 2. THE FOUNDATION ON THE DRAWING \'R I IS A SUGGESTED SOLUTION ONLY. \�• CHANGES MAY BE NECESSARY DILE Z TO.LOCAL BUILDING REGULATIONS. O 3. THE FOUNDATION SHALL BE FOUNDED O I Z ON NATURAL UNDISTURBED SOIL N W CAPABLE OF SAFELY SUSTAIIRHG I 2000 PSF_ AND AT LEAST 12 IN. o BELOW FINISHED GRADE. A. SW ON GRADE'SHALL BE PLACED 1 o t"'Ii ON SOIL CAPABLE OF SUSTAOING O I 500 PST. WITHOUT APPROPRIATE m bLin.EMENT. W 5. BURDINB MUST BE ORDUTTD *(TO p TROUGH, INSIDE AND OUT TO W MAINTAIN SIRU07URAL IHFERGRHY n S Ce .tii LL G EYk�1 Y O?,T-AZ ' POOL'.Cel'9 ,0C PA rA l a POUCAUCONNN USING WELDED BASE S. CROSS TIES MUST BE NHOASED IN • N CONCRETE WHEN CONCRETE SLAB IS I NOT USED ARCH DATA• m m ra p n m o n n n a �w A DESIGN DATA, n W) aD m . M 1 I I 1 I I i 1 I I I I I. 1 I 1 I an d C) a STEEL GAGES 1850 < ^ o it is M I :F %F a ✓1 h h N r o oa m m GIJ.Y WINE SHEET S1EEL=1 -LILLBASIC WINNDDESPEEE415O MLOAPH 3 SECOND GUST WOAD SPEED:160 MPH MATERIALS: 1 2' 3' 1 4' 5' 6' 7' 1 8' 1' 2' 13- 14- 15- 16-L 8' 9' [0-111-112- 13- 14' 1.CONCRETE STRENGTH AT " DAYS TO BE 2300 PSI �a• 2 RERHTORCMG STEEL TO BE DEFORMED BARS. GRADE 60 { 29•-1014- CUT/OUT STEEL DIMENSION ALSHALL TO RIATE t--NOTE: SPECi1CAI10NS. THE SHORT PAIEELS MUST BE ALTERNATED FROM ARCH PROFILE SIDE TO SIDE ON SUCCESSIVE ARCHES, TO CREATE A STAGGERED JOINT FOR GREATER STRENGTHL ONE ENDNALL SOLID & ONIE ENDWALL WITH AN OPENING OR OVERHEAD DOOR SCALE. NTS SHEET: 1 OF 6 MODEL: S30-15 5 CUST_ NAME! PRINCIPI BUILDERS � ORDER NUMBER: 46718 r S i i I I I I I I 1 N 1 i I » I I lffi ' 8- FLAT 8- FLAT 14'-l1Y i 29' i Nom D" WE - mw WALL DETAILS ONE ENDWALL SOLID 8: ONE ENDWALL WITH AN OPENING OR OVERHEAD DOOR SCALE: NTS ISHEET. 5 OF 6 MODEL: S30-15 COST. NAME: PRINCR'I BULOERS ORDER NUMBER: 46746 3 3 3 1 I I j t o � I I � N I � O n a h I N ♦ O a O N � 3 3 3 1 3 � 3I: 3 3 3 • 0 0 0 0 0 0 0 0 0 0 0 0 4 29'-1 OYt' I . EMMRYI TYPE - OPEN MOMPIAL DOOR gm - 121E x I WALL DETAILS ONE ENOWALL SOLS A: ONE ENDWALL WITH AN OPENING OR OVERHEAD DOOR il SCALE: NTS SHEET 6 OF 6 k 3C b of NEIyYO CE F r 034261-i o 9�fESS10�1� o M� fa 1 Peng( r N p 8 .Sono �& Zoe E./kPOLeke.Y-. i A4 _ B_U11 .0/N6 J AV c O' of WEA O r L r Q 2 j�l 2�FO O.T22fr1-1 Mc fol Poet 0 Qhchov h 8 Soho 1,& Br - 2c) 1 7 f i ORI AP..Y -L-ETA L J U i L D/NG � —/-_Z LlZ NG -- - u1v A N IV Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonengineering.com February 2, 2007 Mr. Bruno Semon, Senior Site Plan Reviewer Planning Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Re: Amended Site Plans -Cutchogue Business Center 8595 Cox Lane, Cutchogue SCTM: 1000-83-34.6 Dear Mr. Semon: Attached, please find three sets of the amended site plans and the LWRP Consistency Assessment Form for the above referenced project. Thank you for your assistance with this project. Please do not hesitate to call me if you have any questions or require additional information. Very Truly Yours, n . Condon, P.E. F 5 2007 cc. Richard J. Principi <.. MAILING ADDRESS: PLANNING BOARD MEMBERS pf SOUjP.O. Box 1179 JERILYN B.WOODHOUSE �0� Ol0 Southold, NY 11971 Chair {t �t OFFICE LOCATION: KENNETH L.EDWARDS H Town Hall Annex MARTIN H.SIDOR 0 54375 State Route 25 GEORGE D.SOLOMON Ol (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND yCOU NTY Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 MEMORANDUM PLANNING BOARD OFFICE TOWN OF SOUTHOLD Date: January 10, 2007 To: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer From: Bruno Semon, Senior Site Plan Reviewer Re: Cutchogue Business Center Amendment 11/06 Located at known as 8595 Cox Lane in Cutchogue. SCTM#(s) 1000-83.-3-4.6 Zone: LI (Light Industrial Status: Pending Planning Board Approval at the February 12, 2007 public meeting. Required Return Date: ASAP This proposal is to amend the site plan conditionally approved on May 10, 2005 for the As Built Construction of three (3) buildings as follows: 1,184 sq. ft metal framed hut, 72 sq. ft. framed shed & 104 sq. ft metal shed on a 6.097 acre parcel in the LI Zone located on the s/w/s/o the intersection of Oregon Road and Cox Lane known as 8595 Cox Lane in Cutchogue. SCTM#1000-83-3-4.6. In reference to the above, attached you will find a copy of the site plan. This site plan reflects the current proposed build out of this site. Please review for comments, concerns and certification. Thank you in advance. cc: file Enc.: sp received by the Planning Department on December 12, 2007 CUTCHOGUE FIRE DISTRICT �jb i + Board of Fire Commissioners T j .+. 260 New Suffolk Road, Cutchogue, NY 11935 Telephone (631) 734-6907 • Fax (631) 734-7079 E-mail: cutfd@optonline.net February 3, 2007 Mr. Anthony:T'rezza Planning Board Office PO Bo 1179 Soutl}6 d,NY 11971 Re£ Cutchogue Business Center • Dear Mr. Trezza, With reference to the above property, the Board of Fire Commissioners of the Cutchogue Fire District does not feel that a fire well or fire hydrant is needed due to the properties location in a near proximity to an existing water supply. Thank you for your request and please call if you have any questions. Very truly yours, Board of Fire Commissioners n- 2 U, Matthew J. Martin ` � 5 �n1 District Secretary mak.y, � � S SF SCOTT A. RUSSELL �oo�oS�4PUt,��o JAMES A. RICHTER, R.A. SUPERVISOR ENGINEER TOWN HALL - 53095 MAIN ROAD ap TOWN OF SOUTHOLD,NEW YORK 11971 Fa . (631)-765-9015 0 ' Tel.(631)-765-1560 IAMIE.RICHTERQa TOWN.SOUTHOLD.NY.US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Jerilyn B. Woodhouse _ February 1, 2007 Chairperson - Planning Boar f� Town Hall, 53095 Main Road Southold, New York 11971v t hogue Business Center 1, FEB 5 2� Ore on Road & Cox Lane, Cutchogue, NY r 1SCT #: 1000-83-3-4.6 Dear Mrs. Woodhouse: Lf._ As per a request from yo r offs have-reviewed the-revised Grading & Drainage plans, Drawing Number C-1 of 1 for the above re erenced project. The ice of John C. Cronin, Jr., PE, has prepared the grading and drainage plans and theyha g" een dated 12/14/06. This amended site plan is considered a pre- existing facility and my review will attempt to address the minimum requirements necessary to bring the site up to Town Code. 1. Drainage calculations have been provided on this revised drawing and they meetthe minimum requirements of Town Code. 2. Notes have been added to the drawing that require the stabilization and seeding of all steep side slopes to prevent erosion and silting of the new leaching pools. 3. Please note: All site disturbance which includes the excavations and/or regarding of the site other than those items shown on the grading and drainage plan is not permitted. It is recommended that all fill generated from the excavation of proposed new leaching pools should be used to re-establish stable side slopes immediately adjacentto the South Westerly parking areas. If you have any questions regarding this Site Plan Review review, please contact my office. Si cer ly, ames A. Richter, R.A. cc: Peter Harris (Superintendent of Highways) • • 17 pF Solp- 1635 0y Town Hall,53095 Main Road T Fax(631)765-9502 P.O. Box 1179 G • Telephone(631)765-1802 Southold.New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOI "" '�� MEMORANDUM l; JP,N 11 2P01 0 TO: Jerilyn B. Woodhouse, Planning Board ChairperLn FROM: Michael J. Verity, Chief Building Inspector DATE: January 11, 2007 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Cutchogue Business Center Location: 8595A Cox Lane, Cutchogue SCTM# 1000—Section 83- Block 3 —Lot 4.6 Date: December 08, 2004 Revised Date: November 12 2006 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 USES OFFICES, STORAGE, FOOD PROCESSING, AUTO REPAIR SHOP AND ACCESSORY STORAGE ARE PERMITTED USES IN THIS LI DISTRICT AND ARE SO CERTIFIED. Michael J. Veri Chief Building Inspector COUNTY OF SUFFOLK j STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PLANNING THOMAS ISLES,AICP DIRECTOR OF PLANNING December 19, 2006 Town of Southold Planning Bd. 53095 Main Road-P.O. Box 1179 Southold,NY 11971 Attn: Bruno Semon, Sr. Site Plan Reviewer Pursuant to Section 239L&M of the General Municipal Law,the following site plan which have been submitted to the Suffolk County Planning Commission is/are considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Site Plan SCTM No. Cutchogue Business Center Amendment 1000-83-3-4.6 NOTE: Does not constitute acceptance of any zoning action(s)associated therewith before any other local regulatory board. Very truly yours, Thomas Isles,AICP Directo f Planning ndrew P.Freleng, P Chief Planner APF:cc r,_ D � E WED , � I E I DEC 2 2 2006 F':aar;r Bzard LOCATION MAILING ADDRESS H.LEE DENNISON BLDG.-4TH FLOOR . P.O.BOX 6100 . (631)853-5190 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NY 11788-0099 TELECOPIER(631)853-4044 JE> Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonengineering.com December 15, 2006 Mr. Bruno Semon, Senior Site Plan Reviewer Planning Department Town of Southold Town Hall P.O. Box 1179 - -- Southold, NY 11971-0959 Re: Cutchogue Business Center 8595 Cox Lane, Cutchogue i SCTM: 1000-83-3-4.6 Dear Mr. Semon: Attached, please find two sets of the revised grading and drai age'pfa6 for the above referenced project. The owner is requesting to substitute the attached grading and drainage plan with the grading and drainage plans (C-300 and C-310) approved by the town on October 17, 2006. Thank you for your cooperation. Please call me if you have any questions or require additional information. Very Truly Yours, Jn . ondon, P.E. TOWN OF SOUTHOLD ARCHITECTURAL REVIEW COMMITTEE MINUTES December 14, 2006 4:00 p.m. Town Hall Meeting Hall Present were: Councilman Tom Wickham, Co-Chairman Ural Talgat, members Herb Ernst, Skip Lee, Ronald McGreevy, Howard Meinke, Nicholas Planamento, Elizabeth Thompson, Senior Planner Anthony Trezza, ARC Secretary Linda Randolph, and project reps. Minutes of the November 2, 2006 meeting and proposed 2007 meeting dates were approved. John Henry, Suffolk Times contributor, and a photographer were present for the purpose of writing a feature story about the ARC. Councilman Wickham addressed the Committee regarding its role in the site plan process and requested suggestions to take to the Planning Board which would improve the "seam" between the ARC and the Planning Board. Councilman Wickham requested and was given a copy of the ARC's 11/15/06 Winery Recommendations memo and said he will respond at or before the next ARC meeting, which is scheduled for January 18, 2007. New Applications: • Cutchogue Business Center 11-06 SCTM: 1000-83-3-4.6 TABLED: Pending receipt of the following: photos of the building from both roads, revised landscape plan, concept and parking layouts, aerial photos and any future buildings. Recommendation: consider addition of a cupola. • Pindar Vineyards Storage Bldg. 11/06 SCTM: 1000-85-2-14 TABLED: Pending receipt of photos from street. Suggestion: plant deciduous and evergreen trees along the eastern portion of the building and evergreen mix along western side, and show on plan. No rep present. Note to Planning Board re "as built" Committee discussed building without approval • E. Marion FD Telecom Project SCTM: 1000-31-3-11.31 Committee approved light blue flagpole. Held Open Applications: • 13235 Main Road (King) SCTM: 1000-140-3-37 Conditionally approved pending plan to show outdoor lighting of building facade, fencing of a/c units, screened dumpster location. Recommended: longer shutters on 6 windows with panels. Motion: Elizabeth; Second: Nick. ARC Minutes December 14. 2006 Pacie Two Revisited Applications: • Heritage at Cutchogue Residential SP SCTM: 1000-102-1-33.3 TABLED. Recommendations to Planning Board: (1) integrate affordable units with other units; (2) significantly vary roof lines(planes & heights) of ranches using same elements and materials, but add new styles of architecture (shape and size; e.g. modern) vs. homogenized buildings. The meeting adjourned at 6:10 p.m. ��oQ.cliap Linda Randolph, Secreta N M 5-J)--�,F �5 Submission Without a Cover Letter Sender: V O�l 1 �d�C✓D n Subject: /'0 le a5 SCTM#: 1000- J _ J Date: / ;��// Comments: DEC 1 2 2006 Southold ia�n Sr FORM NO. 3 3s NOTICE OF DISAPPROVAL DATE: December 11, 2006 TO: Richard Principi Jr. PO Box 1248 Southold,NY 11971 Please take notice that your application dated December 11, 2006 For permit to as built alterations to an existing 12,000 square foot building at Location of property: 8595 Cox Lane, Cutcho ug cNY County Tax Map No. 1000 - Section 83 Block 3 Lot 4.6 Is returned herewith and disapproved on the following grounds: Site Dlan approval from the Southold Town Planning Board is required. f � uthonzed Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Department .4 pEC 3 2006 FOR INTERNAL USE ONLY g SITE PLAN USE DETERMINATION 7Z Initial Determination Date: ;m;, Date Project Name:x6m ")eros - P��,� Project Address: -o595 rag � � ��,cr_.�o�zc�E Suffolk Count Tax Ma No.:1000- y p ��-�_- �f•r_ Zoning istnct: • Request:&6r'� � (�onk t nc �sSwc� , c3at-& 6-QP Q o 2), o z LX . 0-. — S2py b� 1 7 om , 1 �i cam. 011Vs,g2D s ,u. o Q/As (Note: Copy of Building ermit Application and supporting doctimentation 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 z baa �Po� Signature of Building s or Planning Department (P.D.) Referral: P.D. Date Received:/ / 06 Date /of Comment:/ 67 / 06 Comments: oZ�j C o7az a s A. a 4L a /7 4 12660 st, 6a �7- Oyu*rr 60 � s QCll9 S a� 0air '�� Si t anni p . St ff Reviewer �nal Determanatmon Date: Decision: Signature of Building Inspector 0 FORIKITEROAL USE ONOP No rl c OF115117 SITE PLAN USE DETER WE , Initial Determination3 1 D N®�}rF �� ��v - MAR 2Q04 Date: 3U 83"3-h� Southold Town f Planning 86W Request: r�ce�s csZ Vscs v` (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: (%s� .pp^�� Initial Determination as to whether site plan is required: Signa ure of ding Inspector__._ 0�ON Planning Department Referral: i Date Sent: Date Receiy d: wl-34164 Comments: 1A< /� << --a 7i V Date of Comment: 614614Z � 4gZnaZtureof Planning Dept. Staff Reviewer Final Determination Date: - �ecis on. Signature of Building Inspector TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northforLnet/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 20_ Contact: Approved 20 Mail to: Disapproved a/c i --2p-6 44-14 .-644.14 yn Phone: Expiration 120 `` Buil(find Inspector O`cQ� APPLICATION FOR BUILDING PERMIT J Date March 26 120 04 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 Scuthold, Suffolk County,New York, and other applicable Laws, nances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as here' described. The applicant agrees to comply with all applicable laws,ordinances,building code,h ing code,and regulat' and to admit authorized inspectors on premises and in building for necessary inspections. eo a�i an o na e � ration 8595 Cox Lane. Unit#7: Cutchogue. New York 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Applicant is the Agent for the owner. Name of owner of premises North Fork Resources Incoroorated (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 8595 Cox Lane; Cutchogue, New York House Number Street Hamlet County Tax Map No. 1000 Section 83 Block 3 Lot 4.6 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed constructioti: a. Existing use and occupancy Storage, Food Processing, Office b. Intended use and occupancy.Storage, Food Processing, Office 3. Nature of work(check which applicable): New Building Addition Alteration_ _ Repair_ Removal Demolition Other Work See Attached Letter 4. Estimated Cost Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units N/A Number of dwelling units on each floor N/A If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. See Attached Letter 7. Dimensions of existing structures, if any: Front 200 feet Rear 200 feet Depth 60 feet Height 25 feet Number of Stories one 4', Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories T- 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front475.72 feet Rear 513.96 feet Depth 559.78 &572.93 feet 10. Date of Purchase March 27, 1996 Name of Former Owner Suffolk County National Bank 11. Zone or use district in which premises are situated Light Industrial 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO. ✓ 13. Will lot be re-graded? YES_NO. ✓ Will excess fill be removed from premises?YES_NO_ 14. Names of Owner of premises North Fork Resources Address PO Box 1248, Southold Phone No. 631.765.3292 Name of Architect Address Phone No Name of Contractor Address 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. STATE OF NEW YQRK) SS: COUNTY OF Suffolk rih Land Planning Services, Inc. being duly swom, deposes and says'that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the_agent for the Owner (Contractor, Agent,Corporate Officer,etc.) of 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 toe ore me tl is 2 dao M Ap—c+t 2004 jMtA—U' /Notary Public Signature o Applicant fJ� LESLIE J.BAUER (rotary Public,State of NeW York No.5018144,Suffolk Couto Term Expires Sep.2Q0100S r MAILING ADDRESS: PLANNING BOARD MEMBERS• OF SOUly P.O. Box 1179 JERILYN B.WOODHOUSE �0� Ol0 Southold,NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS H Town Hall Annex MARTIN H.SIDOR G • OQ 54375 State Route 25 GEORGE D.SOLOMON (cor. Main Rd. &Youngs Ave.). JOSEPH L.TOWNSEND COU Southold, NY 111' Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: November 28, 2006 To: Mark Terry, Local Water Revitalization Program Coordinator From: Bruno Semon, Senior Site Plan Reviewe4 Re: Cutchogue Business Center Amendment 11/06 Located at known as 8595 Cox Lane in Cutchogue. SCTM#(s) 1000-83.-3-4.6 Zone: LI (Light Industrial Status: New Application Required Return Date: On or before December 11, 2006 This proposal is to amend the site plan conditionally approved on May 10, 2005 for the As Built Construction of three (3) buildings as follows: 1 ,184 sq. ft metal framed hut, 72 sq. ft. framed shed & 104 sq. ft metal shed on a 6.097 acre parcel in the LI Zone located on the s/w/s/o the intersection of Oregon Road and Cox Lane known as 8595 Cox Lane in Cutchogue. SCTM#1000-83-3-4.6. In reference to the above, attached you a copy of the application for review. The Site Plan is in the Planning Departments file for review and reflects the current proposed build out of this site. Additionally, the Planning Department did not receive a LWRP consistency form with the site plan application and have requested it by letter. Please review for LWRP consistency Thank you in advance. cc: file Enc.: attachments r TOWN 0 SOUTHOLD PLANNIN(SOARD SITE PLAN APPLICATION SECTION A: Site Plan Name and Location Application Date: Site Plan Name: OP-T-4 FOE k kr= 5;-)oe Suffolk County Tax Map #1000--0-2 - 6, Other SCTM #s: Street Address: FTIS- cc�x e-RtiE Hamle6zu Distance to nearest intersection: So,jza,)r-s,r Co e�1 Fe o� c x a,i F�!u g/� Type of Site Plan: New l/ Amended Residential If Amended, last approval date: /0 /L2 / O6 SECTION B: Owners/Agent Contact Information Please list name, mailing address, and phone number or the people below: Property Owner Ktehf.4e0 J &w Ct ptt Te Street P6, sec 12.Lj? City SSO u -L- ! f D State AJY Zip // Home Telephone /- - Z c Z Other 3 /- ? Applicant I= 4S Qty l Ea Street City State Zip Home Telephone Other Applicant's Agent or Representative: Contact Person(s)* 370/f-/J �c r(�y J� �p l�j�} ��Co/N��PinJ�� JOC Street 1-2 City Ih�r�-irJ�,lc State �,�j' Zip 1�9r7 - Office Telephone & /- 2 ,/ S-6 Other C0d00--0 )-)t-)38 Qpra�4��, u *Unless otherwise requested, correspondence will be sent only to the contact person noted here. 7 Page 1 of 2 10/05/05 SECTION (': ,Site Data Proposed construction type: kw Modification of Existing Sfcture Agricultural Change of use Property total acreage or square footage: '�{. �_�a _ac./sq. 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): 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: (2,FE/l t✓AwaysE 25/ List all proposed property uses: SAM E 9 f AR��V� Other accessory uses: Existing lot coverage: Z Z % Proposed lot coverage: 2Z, % Gross floor area of existing structure(s): 13 V33 sq. ft. Gross floor area of proposed structure(s): Parking Space Data: # of existing spaces: ' 0'a # of proposed spaces: Loading Berth: Yes j/No Landscaping Details: Existing landscape coverage: �7_ ,2 % Proposed landscape coverage: % Waterfront Data: Is this property within 500" of a wetland area? Yes No jZ1f yes explain: I, the undersigned, certify that all the above informatio is true. Signature of Preparer: Date: //• /3#Ofp 2 of 2 10/05/05 • MAILING ADDRESS: PLANNING BOARD MEMBERSpf soplP.O. Box 1179 � y JERILYN B.WOODHOUSEh�� Southold,NY 11971 Chair Ol0 OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMONl (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND yCOU NfY Southold, NY Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: November 22, 2006 To: Southold Town Zoning Board of Appeals Southold Town Clerk for Southold Town Board Scott Russell, Southold Town Supervisor Southold Town Board of Trustees Suffolk County Department of Health Services NYSDEC - Stony Brook Suffolk County Water Authority Architectural Review Committee From: Bruno Semon, Senior Site Plan Reviewer Re: Agency Referral requests required under Southold Town Code Article XXV 100-254 Review Procedure part C the Planning Board refers this site plan for concerns, comments and Jurisdiction requirements if applicable. Dear Reviewer: The site plan status is a New Active Amended Site Plan. Below is the amended site plan application information pertaining to the listed project: Cutchogue Business Center Amendment 11/06 Located at known as 8595 Cox Lane in Cutchogue. SCTM#(s) 1000-83.-3-4.6 Zone: LI (Light Industrial This proposal is to amend the site plan conditionally approved on May 10, 2005 for the As Built Construction of three (3) buildings as follows: 1,184 sq. ft metal framed hut, 72 sq. ft. framed shed & 104 sq. ft metal shed on a 6.097 acre parcel in the LI Zone located on the s/w/s/o the intersection of Oregon Road and Cox Lane known as 8595 Cox Lane in Cutchogue. SCTM#1000-83-3-4.6. Attached is a copy of the site plan application for your review. Thank you in advance. cc: File, attachment, *Maps are enclosed for your review • • MAILING ADDRESS: PLANNING BOARD MEMBERS ��F soar P.O. Box 1179 JERILYN B.WOODHOUSE ��� y�j_ Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS H Town Hall Annex MARTIN H.SIDOR G @ 54375 State Route 25 GEORGE D.SOLOMON (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND ��COU,M ��.` Southold, NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: November 22, 200T--�f 7.y/"- To: ./"- To: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer From: Bruno Semon, Senior Site Plan Reviewer,&q Re: Cutchogue Business Center Amendment 11/06 Located at known as 8595 Cox Lane in Cutchogue. SCTM#(s) 1000-83.-3-4.6 Zone: LI (Light Industrial Status: New Application Required Return Date: On or before December 11, 2006 This proposal is to amend the site plan conditionally approved on May 10, 2005 for the As Built Construction of three (3) buildings as follows: 1,184 sq. ft metal framed hut, 72 sq. ft. framed shed & 104 sq. ft metal shed on a 6.097 acre parcel in the LI Zone located on the s/w/s/o the intersection of Oregon Road and Cox Lane known as 8595 Cox Lane in Cutchogue. SCTM#1000-83-3-4.6. In reference to the above, attached you will find a copy of the site plan application. The Site Plan is in the Planning Departments file for review and reflects the current proposed build out of this site. Please review for comments, concerns and certification. Be advised that we don't have extra copies of the site plan and you will need to review the Planning Departments file copy. Thank you in advance. cc: file 0/0 aw- Enc.: sp application PLANNING BOARD MEMBERS . MAILING ADDRESS: x 1179 JERILYN B.WOODHOUSE O��QF SOUry� SouthP. old,oNY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS N Town Hall Annex MARTIN H.SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON `O �� (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSENDcourm, 1111 Southold, NY Telephone: 631 765-1938 November 22, 2006 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Matthew Martin, Secretary Cutchogue Fire District New Suffolk Road Cutchogue, NY 11935 Re: Cutchogue Business Center Amendment 11/06 Located at known as 8595 Cox Lane in Cutchogue. SCTM#(s) 1000-83.-3-4.6 Zone: LI (Light Industrial Dear Mr. Martin: Enclosed please find one (1) commercial site plan/survey,date received November 14, 2006 for the above referenced site. This proposal is to amend the site plan conditionally approved on May 10, 2005 for the As Built Construction of three (3) buildings as follows: 1,184 sq. ft metal framed hut, 72 sq. ft. framed shed & 104 sq. ft metal shed on a 6.097 acre parcel in the LI Zone located on the s/w/s/o the intersection of Oregon Road and Cox Lane known as 8595 Cox Lane in Cutchogue. SCTM#1000-83-3-4.6. The enclosed site plan is being referred to under Town Code 100-254 part F-2 for determination of fire well and fire access requirements. Please submit your recommendations. Thank you for your cooperation. Very trul urs Br Sem Senior Site Plan Reviewer enc. • MAILING ADDRESS: PLANNING BOARD MEMBERS �pf so P.O. Box 1179 JERILYN B.WOODHOUSE ��� �� Southold,NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS N Town Hall Annex MARTIN H.SIDOR G • �Q 54375 State Route 25 GEORGE D.SOLOMON 'tel (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND yCOU■rtV Southold, NY 11 Telephone: 631 765-1936 Fax: 631 765-3136 PLANNING BOARD OFFICE November 22, 2006 TOWN OF SOUTHOLD Suffolk County Planning Commission Mr. Andrew P. Freleng, AICP, Chief Planner PO Box 6100 H.Lee Dennison bldg., 4th Floor 100 Veterans Memorial Highway Hauppauge, NY 11788-0099 Re: Cutchogue Business Center Amendment 11/06 Located at known as 8595 Cox Lane in Cutchogue. SCTM#(s) 1000-83.-3-4.6 Zone: LI (Light Industrial Dear Mr. Freeleng, Pursuant to Section 239L & M of the General Municipal Law, the following site plan is being referred to you for comments. Enclosed you will find a site plan, application, LWRP Consistency Form, EAF and Southold Town Notice of Disapproval. This proposal is to amend the site plan conditionally approved on May 10, 2005 for the As Built Construction of three (3) buildings as follows: 1,184 sq. ft metal framed hut, 72 sq. ft. framed shed & 104 sq. ft metal shed on a 6.097 acre parcel in the LI Zone located on the s/w/s/o the intersection of Oregon Road and Cox Lane known as 8595 Cox Lane in Cutchogue. SCTM#1000-83-3-4.6. If there are any questions you can contact us at (631) 765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Res ctfully urs, Bru e n Senior Site Plan Reviewer CC:file Enc, site plan, misc • • MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE �Of SO(/ly�lo Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR G 54375 State Route 25 GEORGE D.SOLOMON (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND �yCourm,� Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE March 1, 2006 TOWN OF SOUTHOLD Mr. Ronald Hill rlh Land Planning Services, Inc. 6595A Cox Lane Cutchogue, NY 11935 Re: Proposed Site Plan for Cutchogue Business Center located at 88595 Cox Lane, Cutchogue SCTM # 1000-83-3-4.6 Zone: LI - Light Industrial District Dear Mr. Hill: Thank you for you letter of January 8, 2006 regarding the Suffolk County Department of Health Services approval update. Please note that the above-referenced site conditions are not in compliance with the conditional site plan approved on May 9, 2005, and later extended until May 9, 2006. We note that the applicant must now submit an amended site plan application reflecting the existence of the metal storage building, which received a Notice of Disapproval from the Buildings Department on January 27, 2006. No further modifications to the site plan or the commercial subdivision will be processed until all the elements of the conditional site plan approval have been met. Until these matters are resolved, the site plan is in violation of the conditional approval. Your immediate attention to completing the required site plan conditions is requested. If there are any questions, please contact Victor L'Eplattenier in the Planning Department Office at (631) 765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, Z0 George D. Solomon Planning Board Member cc: Planning Board Mark Terry FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 27, 2006 TO: Principi Builders, Inc. a/c North Fork Resources PO Box 1248 Southold, NY 11971 Please take notice that your application dated January 19, 2006 For permit to construct an accessory storage building at Location of property: 12820 Oregon Road. Cutcho ug e, NY County Tax Map No. 1000 - Section 83 Block 3 Lot 4_6 Is returned herewith and disapproved on the following grounds: The proposed accessory torage buildingwill ill require approval from the Southold Town Plannif2 Board. Po r V vt ' v Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may,require further review by the Southold Town Building Department. " CC: file, Planing. r3� — TOWN (;�SOUTHOLD PLANNING -)ARD SITE PLAN APPLICATION SECTION A: Site Plan Name and Location " Application Date: Site Plan Name: /U©P-TI F Fo e IC fle S,ii 2e e S (� �0 r rnn Suffolk County Tax Map #1000-093--03_ 7 Other SCTM #s: Street Address: MY- coy- G,9-0EAamle� �,''t�`� /{ C7['u� Distance to nearest intersection: Soy-tt�c_rr Cofw) & ac Co x,LA-1,;10r-E F,Q,a .,,¢g_ Type of Site Plan: New t/ Amended Residential If Amended, last approval date: /o ILT o(- SECTION B: Owners/Anent Contact Information Please list name, mailing address, and phone number or the people below: Property Owner 2tGlfAp-D J. &" ciPt., 52 Street P6, SO)e 12-1f$ City S-0 u—1 ,46 (-V State n1Y Zip //27/ Home Telephone 1' - 2 Z Other 63 /- 73 q-Z6(10 Applicant 5qj1jP- AS aW,aE2 Street City State Zip Home Telephone Other Applicant's Agent or Representative: Contact Person(s)* D/FnJ PC ADO.J ('o,J Q2 Street 6:5&EE PoAn City /} A7Y ITOC lc State iv`f Zip //2--7 Office Telephone Other Cce p )7i 73® 0 *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 �s ^ Proposed construction type: New t/ Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: ZKC,63 ac./sq. ft. Site Plan build-out acreage or square footage: �ac./sq. fl. Is there an existing or proposed Sale of Development Rights on the property? Yes No If yes, explain: Property Zoning District(s): Z/6/47— Building /6/477-Building Department Notice of Disapproval Date: /n_/0� 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: [7F-F/e'1 t dMW#cwSE Q� v a P arc Stj i Aj�c—g � — L List all proposed property uses: SA416 AS A&VE Other accessory uses: Existing lot coverage: 2.z• % Proposed lot coverage: 2Z,73 % Gross floor area of existing structure(s): 13V33 sq. ft. Gross floor area of proposed structure(s): 8Y33 Parking Space Data: # of existing spaces: U #of proposed spaces: _g9__Loading Berth: Yes_t,,/No_ Landscaping Details: Existing landscape coverage: ?7, % Proposed landscape coverage: % Waterfront Data: Is this property within 500" of a wetland area? Yes No Zf yes explain: I, the undersigned, certify that all the above informatio is true. Signature of Preparers Date: f/• /3'oSp 2 of 2 10/05/05 APPUCANPS AFFIDAVIT STATE OF NEW YORK cOUNTY OF SUFFOLK � bS, �jc�tie4/!1 mac,. being duly sworn, deposes and says that he resides at .may �Nac.MAC Z70410 am-It" sky 114V in the State of New York, and that he is the owner of theabove property, or that he Is the of the _ G� (Title) (speclPy whether Partnership or Corp.) 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 title to the entire parcel, Including all rights-of-way, has been clearly 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 J 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 (0 ner) +, Signed (Partner or orpo to Officer and TItI Sworn to me this I S-*\\day of Aj -)veM b cti 39�o 6 (Nota P Ilc) - John M.Judge NOTARY PUBLIC State of New York No.01JU6059406 John P Qualified In Suffolk County NOT ' ��r New York commission Expires May 9,20 0-1 N 617.20 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. THIS AREA FOR LEAD AGENCY USE ONLY DETERMINATION OF SIGNIFICANCE -- Type 1 and Unlisted Actions Identify the Portions of EAF completed for this project: ❑Part 1 ❑Part 2 ❑Part 3 Upon review of the information recorded on this EAF(Parts 1 and 2 and 3 if appropriate),and any other supporting information,and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: ❑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, therefore a CONDITIONED negative declaration 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 Signature of Responsible Officer in Lead Agency Signature of Preparer(If different from responsible officer) website Date Page 1 of 21 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 maybe 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. NameofAction !7'mE�F a� J/U;: &Qyj Location of Action(include Street Address,Municipality and County) Fs-gs— L'f')X LanIE1C\-)T-L/-f01;u(=-:7 Name of Applicant/Sponsor NO f{- ,e.Tj,E' Address PO. jgw( 17,Y8- City/PO ZT8City/PO S0')TJ4c) -D State AJ Zip Code J/ -?7/ Business Telephone Name of Owner(if different) / Address City/PO State Zip Code Business Telephone / Description of Action: o/�-- F-.- e15rin, /2-000 Sp /h�xrD USS LIG7— /�DuS�2rAL Ru/L/2/,,) 6 AND use=s u/o�s [_y fitO P,,��D 'Q $(T_45� InlS77}ZG4771o.J 0 X MC—T;}L, rk'AA"e '4CC�'- SSaeY Page 2 of 21 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:rl Urban 21 Industrial ®Commercial rlResidential (suburban) 11 Rural (non-farm) ®Forest ®Agriculture ®Other 2. Total acreage of project area: 611 acres. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland (Non-agricultural) '— acres acres Forested J acres acres Agricultural (Includes orchards, cropland, pasture, etc.) r acres acres J Wetland (Freshwater or tidal as per Articles 24,25 of ECL) acres acres Water Surface Area41, — acres acres Unvegetated (Rock, earth or fill) /r//Q acres r acres / Roads, buildings and other paved surfaces �e �b acres acres Other (Indicate type) LAti�Sr�gp�' �+ Z Sacres V�Ls acres 3. What is predominant soil type(s) on project site? %oPsvr I S.gnlDy�a,q-/yl� 5,4A)O 01 17/4 6,PAu5'1__ a. Soil drainage: r\7/ Well drained 00 % of site ®Moderately well drained_% of site. Poorly drained _% of site b. If any agricultural landi1s�f{'/rryyry��R Ived, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System?T acres (see 1 NYCRR 370). 4, Are there bedrock outcroppings on project site? ® Yes P-1-i No a. What is depth to bedrock—f'a—lin feet) 5. Approximate percentage of proposed project site with slopes: 00-10%V,7 % ®10- 15% % ® 150/. or greaterill % 6. Is project substantially contiguous tq, or contain a building, site, or district, listed on the State or National Registers of Historic Places? LJ Yes JIVI No 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? ®Yes ®No 8. What is the depth of the water table? 61A (in feet) g, Is site located over a primary, principal, or sole source aquifer? mYes ® No 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? Yes KANo Page 3 of 21 1 i. 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? Dyes O No Describe: 13. Is the project site presently used by ti community or neighborhood as an open space or recreation area? ®Yes MNo If yes, explain: 14. Does the present site iOude scenic views known to be important to the community? ®Yes ®No 15. Streams within or contiguous to project area: a. Name of Stream and name of River to which it is tributary N/j} 16. Lakes, ponds, wetland areas within or contiguous to project area: IVIA b. Size (in acres?: N)A Page 4 of 21 17. Is the site served by existing public utilities? ®Yes ®No a. If YES, does sufficient capacity exist to allow connection? Was ©No b. If YES, will improvements be necessary to allow connection? ®Yes 'No 18. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 3047 ®Yes �No 19. Is the site located in or substantial!y contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? ®Yes No 20. Has the site ever been used for the disposal of solid or hazardous wastes? ®Yes ®No B. Project Description Physical dimensions and scale of project (fill in dimensions as appropriate). a. Total contiguous acreage owned or controlled by project sponsor: (9'/ acres. Cb. Project acreage to be developed: Z,3 S acres initially; 4 acres ultimately. c. Project acreage to remain undeveloped: / acres. d. Length of project, in miles: /H (if appropriate) e. If the project is an expansion, indicate percent of expansion proposed. % % f. Number of off-street parking spaces existing /// 13? _ j/�Cl.L4NOBA�K) 60 C9-J-s7v1 ,4 P 9 P J propos/ed g. Maximum vehicular trips generated per hour: 13 (up n/ompletion of project)? h. If residential: Number and type of housing units: One Family Two Family Multiple Family Condominium Initially N/p Ultimately I. Dimensions (in feet) of largest proposed structure: Z7, r height; (1Q.3�/- width; 200, Z length. j. Linear feet of frontage along a public thoroughfare project will occupy is? ft. 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 IoYes ®No �N/A a. If yes, for what intended purpose is the site being reclaimed? TvPS�/L G�icc. /3E Sroc,e rl.E RN r,s� ,e G.v-�DScAp„vim b. Will topsoil be stockpiled for reclamation? ®Yes ® No c. Will upper subsoil be stockpiled for reclamation? Eyes 11 No 4, How many acres of vegetation (trees, shrubs, ground covers) will be removed from site? _� acres. Page 5 of 21 _ o 6. Will any mature forest (over 100 years old) or other locally-important vegetation be removed by this project? Yes M No 6. If single phase project: Anticipated period of construction: YO_ months, lincluding demolition) 7. If multi-phased: a. Total number of phases anticipated z" (number)) &,1,4 Z_ qp b. Anticipated date of commencement phase 1: i/Ped t month year, (including demolition) c. Approximate completion date of final phase: month year. d. Is phase i functionally dependent on subsequent phases? ® Yes � No 8. Will blasting occur during construction? ®Yes ® No 9. Number of jobs generated: during construction ; after project is complete 10. Number of jobs eliminated by this project Q 11. Will project require relocation of any projects or facilities? ®Yes ®No If yes, explain: 12. Is surface liquid waste disposal involved? ®Yes ®No 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 E]No Type 5�1�iTA,2 s'EWR 14. Will surface area of an existing water body increase or decrease by proposal? ElYesNo If yes, explain: 16. Is project or any portion of project located in a 100 year flood plain? ®Yes D<JNo 16. Will the project generate solid waste? ® Yes ®No a. If yes, what is the amount per month? 2,5 tons b. If yes, will an existing solid waste facility be used? 21 Yes ID No c. If yes, give name SOVl--AoLD TLmJ (A�JDF/u- ; location CUI cHoroug d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? E]Yes 0 No Page 6 of 21 e. If yes, explain: 17. Will the project involve the disposal of solid waste? ®Yes [ONo 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? E]Yes QNo 19. Will project routinely produce odors (more than one hour per day)? ®Yes ®No 20. Will project produce operating noise exceeding the local ambient noise levels? ®Yes M—No 21. Will project result in an increase in energy use? E]Yes 0 No / If yes, indicate type(s) 22. If water supply is from wells, indicate pumping capacity-v4— gallons/minute. 23. Total anticipated water usage per day IS-416 gallons/day. t'`CO}/S 24. Does project involve Local, State or Federal funding? R Yes fo No If yes, explain: Page 7 of 21 25. Approvals Required: Type Submittal Date City, Town, Village Board JLJ Yes No /4mc�,D,�p S/ice City, Town, Village Planning Board ®Yes E] No City, Town Zoning Board ❑Yes M No %FrJ j E2 y Z� City, County Health Department Yes No /D ZOo 6 Other Local Agencies Dyes LU No Other Regional Acjencies M Yes V1 No State Agencies Yes ® No Federal Agencies MYes WNo C. Zoning and Planning Information 1. Does proposed action involve a planning or zoning decision? ®Yes ® No If Yes, indicate decision required: ElZoning amendment ® Zoning variance ® New/revision of master plan ❑ Subdivision ILEI Site plan ® Special use permit ®Resource management plan ® Other Page 8 of 21 2. What is the zoning classifications) of the site? G/C-,,Ilr /.u0osre//q,/ 3. What is the maximum potential development of the site if developed as permitted by the present zoning? G/6h'7-/ 4. What is the proposed zoning of the site? G/6177—40.0 u s r 2e&q L 6. What is the maximum potential development of the site if developed as permitted by the proposed zoning? ALI,J 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 A mile radius/o�proposed action? 8. Is the proposed action compatible with adjoining/surrounding land uses with a K mile? Yes ®No 9, If the proposed action is the subdivision of land, how many lots are proposed? N�q a. What is the minimum lot size proposed? Page 9 of 21 .. A"% 10. Will proposed action require any authorizations) for the formation of sewer or water districts? ❑ Yes No 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection? ❑Yes ONo a. If yes, is existing capacity sufficient to handle projected demand? ❑Yes ❑ No NfA 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. Oyes ❑No D. Informational Details / Attach any additional information as may bel4eded 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 information/provided above is true to the best of my knowledge. Applicant/Sponsor Name r• Ak•� R��aid r< Date Signature//'',,�� Title "�" 4lbi• 6-4Nf(ti If the action is In the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. a Page 10 of 21 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 11/28/06 Receipt#: 1253 Transaction(s): Reference Subtotal 1 1 Application Fees 83-3-4.6 $386.00 Check#: 1253 Total Paid: $386.00 Name: North, Fork Resources Inc Po Box 1248 Southold, NY 11971 Clerk ID: LINDAC Internal ID:83-3-4.6 PLANNING BOARD MEMBER MAILING ADDRESS: �pF SUUP.O. sox 1176 JERILYN B.WOODHOUSE �� Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON '� • �� (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND IyCOU M Southold, NY 111, Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM RECEIVED To: Elizabeth Neville, Town Clerk From: Planning Department NOV 2 8 2006 Date: November 28, 2006 Souikoid Tce 11 Clerk Re: Checks Enclosed herewith is the check listed below. Please return a receipt to us. Thank you. Project Name & Type Tax Map # Amount Date of Check North Fork Resources SP 83-3-4.6 $386. app fee 11/13/06 LR enc. Town of Southold L/ 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 irk the'67nsistency review law. Thus each answer must be explained in detail listinp bulb sippol4ine and non- supporting facts. If an action cannot be certified as consistent with t e LWRP policy standWs and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: onli7e�4t,tfue,Town of Southold's web 'te (southoldtown.northfork_net),the Board of Trustees Office,the Zbl" finn-g Departmenlplocal libraries and the Town Clerks office. e B. DESCRIPTION OF SITE AND PROPOSED ACTION _ SCTM# 083 _ 03 _ 4.6 PRojEcT NAME Cutchogue Business Center— North Fork Resources, The Application has been submitted to(check appropriate response): Town Board 0 Planning Board© Building Dept. © 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: Amended site plan for modification of the existing mixed-use industrial building with previously approved uses. Installation of a 32' x 37' metal framed building and a 8' x 9' shed. — '�S Location of action: 8595 Cox Lane, Cutchogue, New York Site acreage: 6.097 acres Present land use: Office, warehouse, storage, food processing and light industrial Present zoning classification: Light Industrial 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Richard J. Principi, Jr. — North Fork Resources (b) Mailing address: P.O. Box 1248, Southold, NY 11971 (c) Telephone number: Area Code( ) (631) 765-3292 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No X❑ 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 LVI" Section III—Policies; Page 2 for evaluation criteria. XJ Yes R No [] Not Applicable The subject property is located in an industrial zone with industrial uses to the south and west of the property. The uses within the building include office, warehouse, storage food processing and light industrial. The units within the building are used by local farmers to process local crops including potatoes for potato chips and grapes for wine. The property is located at a lower elevation from Oregon Road which minimizes the properties impact to the scenic road. 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 © Yes 0 No 0 Not Applicable 0 0 The subject property is currently developed The elevation of the propeft was reduced approximately five to ten feet to match the elevation along Cox Lane and to accommodate the building and parking area Therefore the developed area of the site will likely not have any Ustnrir or archeological resources 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 © Yes Q No © Not Applicable The existing buildings are set at a lower elevation from Oregon Road and only parts of the h tildings are visible from the road to the north. The frontage along Cox Lane is landsrAped with native vegetation and many of the existing trees were preserved to enhance the ccbiect prop 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 © No © Not Applicable The subject property is not located on a coastline or in a flood zone. 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 D No G Not Applicable The subject property is serviced by public water from the Suffolk County Water Authority_ There are three septic systems to service the 10 units within the building_ The sewage flow is within the required maximum sanitary density for the site. A storm drainage system of nrerast drvwellc is proposed for the property to collect the storm water runoff from the roof areas and pavement areas_ The drainage system and sanitary systems will be installed in accordance with the town and county standards. T 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. Q Yes © No© Not Applicable 3�� The subject property does not O tain any significant coastal fish we'fTands or wildlife habitats. 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 © No❑ Not Applicable The subject property will not negatively impact the local air quality. All businesses on the property will conform to all local state and federal air quality standards. 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. © Yes ❑ No ❑ Not Applicable Two Dumpsters will be provided onsite for solid waste The dumpsters will be emptied on a regular basis and the waste transferred to a landfill. Materials will be recycled to reduce the amount of solid waste and any hazardous waste generated (if any) will be disposed of in accordance with local state and federal regulations 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© Not Applicable The subject property is not located on or near coastal waters, public lands, etc. which would require public access through the property. Attach additional sheets if necessary WORKING COAST POLICIES PRlicy 10. Protect Southold's wader-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No © Not Applicable The subject property does not contain any water dependent uses, 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© Not Applicable The subject property does not directly impact any marine resources in the local town waters Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section in—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes Z No❑ Not Applicable The subject property is in an industrial zone and no agricultural land will be converted - agncu ura use. Agricultural lands on the north side of Oregon Road will not be Beclafively bpacted y the subject property. Attach additional sheets if necessary 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 0 Not Applicable The units within the building are metered separately for electric and liquefied petroleum unit has separate heating and air conditioning systems and the buildinq is insulated energy. AYLP tanks are installed in accordance with local state and federal regulations—Onsite wells are used for irrigation to reduce the demand on the pubUc water. PREPARED BY ,T6#a Cd„t Qd,J TITLE DATE Z2 c Amended on 811105 s�s Ire �i .aAa '• N�, !y ti ti f db SIT AN STATUS REPORT I SITE PLAN TYPE: AMENDED NEW WITHDRAWN INCOMP ETE PROJECT NAME: C4L3ac A%4e r'ss gra,�ONEI: L=Z-ZONE2: ZQNE3: LOCATION: HAMLET: ?:44,c SCTM# 1000 - 8 3 . OWNER NAME: c a/�j n si c �[ _ TEL#(_)"-3292 APPLICANT NAME: $a.v TEL#(_) AGENT NAME: TEL#(_)ok- � PROJECT DESCRIPTION: EXISTING USE: PROPOSED USE: DATE BUILDING DEPARTMENT NOTICE: S/P REQUIRED Y OR N ZBA APPEAL REQUIRED Y OR N PRE-SUBMISSION CONFERENCE(WITHIN 30 DAYS OF WRITTEN REQUEST) NOTES: INFORMAL REQUEST FOR REVISIONS: —/—/ APPLICATION RECEIVED DATE: // //f /46, APPLICATION I'ROC SS DATE: PAYMENT RECEIVED: AMOUNT RECEIVED:$ 3� NEW SP:5500./ACRE&.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 MEEETENG 100-254133(WITHIN 30 DAYS)/ 222 l_j_l 1_0i� NOTES: �J/J�J ��,,..L 1:l21164 -A, -r..-_.. REVISED SUBMISSION RECEIVED: NOTES: REFERRED AGENCIES:(WITH MAPS=W/P) —/—/ STZBA -,STBD ,STCTB_IN,/,STBT__1�STE zsCDHS_ZNYSDEC'�USACORPS_ NYDOT_,SCII'A_,�SCPD_SCDPW ,LAVRP ✓ RESPONSES NOTES LEAD AGENCY: TOSPB: ,OTHER: REVIEW:PARTI ,PART2 ,PART3_SHORT EAF ,LONG EAF Nam NOTES: ACTION TYPE:COORDINATED:_ UNCOORDINATED:_ (TYPE1:_TYPE2: UNLISTED: ) REFERRED TO:STZ8A ,STBD_,STC/TB ,JH_,STBTSTE SCDHS ,NYSDEC USACORPS .NYSDOT .SCWA ,SCPDSCDPW SEQRA DETERMINATION:NEG DEC Y OR N, APPROVALS REQUIRED: REFERRED DATE NOTES APPROVAL DATE NOTES ARCHITECTURAL REVIEW COMMITTE ' ; zz_l'WEIOL LWRP COORDINATOR:N't S 1-wo _ // I.V/66 BUILDING DEPARTMENT CERTIFICATION /Ll�1FOL dJ -lJLI-6)D A S FIRE COMMISSIONERS: TOWN ENGINEER APPROVAL: /��/� 46 DEROF TRANSPORTATION:DOT DPW , TOS✓ / / SUFFOLK COUNTY DEPARTMENT OF PLANNING: _ 1�12_6 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: DENIED' APPROVED: CONDITIONAL FINAL_/_/__ slay FINAL: NOTES ENDORSEMENT OF SITE PLAN: s re, Q a- y v- GS s• .�a </ FIELD INSPECTION FOR C/O: / /— r.c / DISTRIBUTE APPROVED SITE PLANS TO: BUILDING DEPT /A2_/02 TOWN ENG_/,20/02 GEN ALNOTES: r f u s tloi i 10/4/20 Cd//c.s Al . —� may .�.� �.+da i�!'^' 7n �J/ 'y /���� `p, 08 / 10 / 200 '1 �s w 08 / 10 / 200 f e ,l n n 4 • LASER FICHE FORM Planning Board Site Plans and Amended Site Plans SCANNED SPRe Type: Approved Proiect Type: Amended Site Plans APR 1 0 2008 Status: Final - Pending Inspection SUM # : 1000 - 83.-3-4.6 [Records Managerv,, Proiect Name: Cutchoque Business Center11/06 Address: 8595 Cox Lane, Cutchoque Hamlet: Cutchoque Applicant Name: Richard J. Principi Jr. Owner Name: Richard J. Principi, Jr. Zone 1 : LI Approval Date: 4/9/2007 OPTIONAL ADDITIONAL INFORMATION A date indicates that we have received the related information End SP Date: 4/10/2007 Zone 2: Zone 3: Location: located on the s/w/s/o the intersection of Oregon Road and Cox Lane known as 8595 Cox Lane in Cutchoque SCTM#1000-83-3-4 6 SC Filinq Date: Cand R's : Home Assoc: R and M Agreement: SCAN Date: PARKING CALCULATIONS I SGUND TEST HOLE 0 I L,600, i ONG 0011 BR/DO,F� UNIT NO, PROPOSED USE UNITAREA REQUIREDSPACES SPACES NF J UNIT 1 GENERAL INDUSTRIAL 1,376 S F 1 PER 1,000 GFA 14 TOPSOIL (OU ]B' L MEZZANINE OFFICE 385 S F TP 100 GFA 39 HEAVY CLAY UNIT2 FOOD PROCESSING 1,345 SF 1PER 500 GFA 27 MIXED GRAVEL 57. (OL) -21, UNIT3 FOOD PROCESSING 1,888 SF 1PER 500 GFA 3.8 L __ — -- — -- — -- — -- — - — — — — - — — UNIT4 FOOD PROCESSING 2,1275 F. 1PER 500 GFA 4.3 HAM & COX LANE O� UNIT5 OFFICE 271SF, 1PER 100 GFA 27 45' / $BABY CLAY ($C) GO�� FOOD PROCESSING 9535.E 1PER 500 GFA 1.9 frof EDGE OF PAVEMENT OP UNITS MEZZANINE OFFICE 965 SF. 1PER 100 GFA CORRSE SRN➢ OFFICE 965 S.F. IP 500GFA 97 4.9' V HEN, S 59°55' E 7 R GRAVEL EU% (SP) . 4GUNIT7 OFFICE 1,159 S.F. iPER 100 GFA 11,6 CNNCMBN_ UNITS OFFICE 7925 F 1 PER 100 GFA 79 COARSE SRN➢ (SP) UNITS OFFICE 1,294SF 1PER 100 GFA 129 -]8' VV 3 ryo- <{ _ T UNIT 10 OFFICE 1,007 S.F. PER 100 GFA 101 NO WATER ENCOUNTERED o O 5 *0 m1 0/GygNSROgO METAL HUTISHEDS 1,360 TOTAL REQUIRED SPACES 840 J 2C, PLAT O PARKING PROVIDED: 249 ,106 135 2UNIT4 I 9'X 19'PARKING SPACES =35 I 73' EST HOLE Nn 643 +/ \ T STORY I � _ i colo 9'X 20'PARKING SPACES = 15 TOPSOIL (OL) I mUNITI UNIT2 UNIT (METAL FRAME o 4 I F ,,aE 8'X 20'HANDICAP ACCESSIBLE SPACES = 2 300' WAREHOUSE I UNITS 5-10 OPOV" 9'X 19 PARALLEL PARKING SPACES = 3 HEAVY CLAY \ I 9IN.FLOOR=55.4' �GG9R* PROJECT �P,RfO 9'X19'60* PANDING PACE NG SPACES = 2 MIXED GRAVEL 5% (0U B`x17 o LOCATION Y X 19'LANDBANK PARKING SPACES =34' METAL 2462, 06 9'X 20'LANDBANK PARKING SPACES = 1 > 210A' SHED LOAM & of mc0w 9'X 19'IANDBANK PARALLEL SPACES = 2 -- 5960' Ito J TOTAL=84" SANDY CLAY (SC) , MOVABLE Z 7 �7 r�rRrr c� "13-9'X19'STANDARD PARKING SPACES TO BE REMOVED TO ACCOMMODATE LANDBANK PARKING 4�8 1'[8'FMME SHED 69 S'C 2LPADINO 7 CNRRSE S"" � a SPACES � 226 / & GRRVEL 20% (SP) QO p t, p 220, b zs LOADING REQUIRED: B sge' a o APPROXIMATE FOR MANUFACTURING,WHOLESALE AND STORAGE USES: IBERTH FOR5,000SFTO 10,000SFANDONE N els' Os o Q 5 3 / y LOCATION OF ADDITIONAL BERTH FOR EACH ADDITIONAL 10,000 SF. CNRRSE SAND CSP) L.L.. NS'X \ � LOADING SPACES PROVIDED=2 > 32'X 37' CAPPED LANDFILL B METAL \ J NO WATER ENCOUNTERED z I FHUT / HUT SITE DATA TABLE \ � � � ASPHALT � � � O >T PARKING AREA — jI `3 y o OR OWNERIAPPLICANT: NORTH FORK RESOURCES CC,CD n m J 6,cb C C P.O.BOX 1248 S W W I I U O T44y Hl R N N J SOUTHOLD, NY 11971 v GARBAGE WMPSTERS �-' 00 4N O (631)7342410 pp M41"HIGH STOCKADE FENCE WITH GATES I V ZONE LIGHT INDUSTRIAL GARBAGE DGMPSTERS y O F- _ e''o"HICHSTGCKADE LO TLrH/ USE OF PROPERTY INDUSTRIAL, FOOD PROCESSING,OFFICE, N L=' FENCE WRH GATES /� � J 41H o" WAREHOUSE/STORAGE \Z � C=) LO AREA OF SITE 265,03 S.F.OR 6.097 ACRES LLLL _I_LLL -tJ o AREA OF BUILDINGS 13,433 S.F. LOCATION MAP V=60' M ING. OQMPLIANCET_ABLE- REQUIRED PROVIDED LEGEND EXISTING PROPOSED BUILDING HEIGHT 35'/2 STORY 22.7'/2 STORIES =4 I;` BELGIAN BLOCK CURB FRONTYARD 100-(OR AVE.SETBACK EDGE OF PAVEMENT ON COX LANE 60.1' NUMBER OF PARKING STALLS Q REAR YARD 70' 438.87' NUMBER OF LANDBANK STALLS `2' SIDE YARD 20'(40'TOTAL) 55.6(273.6') m o HANDICAP STALL . ASPHALT PAVEMENT 0 MIN. LOTAREA 40,000 SF 265,603 SF PROPERTY LINE — LOT COVERAGE 300% 5.06% LOT WIDTH 200' 47572' LOT DEPTH 150' 559 78' PERCENT MIN, LANDSCAPING 250% 77.7% —, GENERAL NOTES 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE - - STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. DD` i Qi2. TOPOGRAPHIC AND EXISTING CONDITIONS SHOWN ON THE PLANS FROM SURVEY e*j� ,� 2r; t DATED MAY 22,2006 BY HANDS ON SURVEYING. cpm �O' CL BERM � ;- �-. : ,� i � :. — — _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3. SITE PLAN INFORMATION SHOWN ON THE SITE PLANS IS BASED ON THE APPROVED _ --__----' ------- --------- ----- lY_TO 2O'-WI➢E-EARTH BERM- _-- -_----_ _-------_ -__-_---- ------------- o r , . �,�: +:. y - „�., _ . SITE PLANS PREPARED BY RLH LAND PLANNING SERVICES DATED MAY 1,2005 AND APPROVED BY THE SOUTHOLD TOWN PLANNING DEPARTMENT DATED OCTOBER 17 20O6. _1� _ �aT-�{ _ _ _ _ - - - - _ — / N 59°55'31 n VY —5-fl-gr J..7Cr / J / 7 A/' J 4.SITE LIGHTING TO BE HIGH PRESSURE SODIUM LIGHTS LOCATED FOR SECURITY ��. ,i L4NONOWONfORMfAlYOf AROUND BUILDING AND VAPOR PROOF 75 WATT JELLY JARS 1-OCATED AT EACH UNITS - oa/ JB"EM,GR*i3O%&GRM ENTRANCE/EXIT PER THE APPROVE s�aM�IomasloHaD SITEP S, .:� OOSrr�-�.� ��T �9 SITE PLAN 0,,6441^� -'..� !`�' `ttA J.COry�O 9 Plans ere preperedby Condon Engineering,PCIl isemcle0an of the New York v Slate Educahan Lew,Ahcle 145,Seaton 7209,for any person unless acting under the duectienofa licensed Professional Engineer,Architect,or Land Surveyor,to alter any nem in any way Ilan item hearng the seal of an Engineer,Architect,or land �OF'E$SIONP SC T,M, DI ST. 1000 SEC 063 BLK 03 LOT 46 Surveyans altered,Be altering Engineer,Ardnact,or Lend Surveyor shall affix to the larn maJoer feel and i date olauch ellamtlonseand aoar'Altered by"specificdesuptilon oflhe alerahleorrsgneNre end the Condon En ineerin P.C. CUTCHOGUE BUSINESS CENTER soale:As shown s 8595 COX LANE c m 1 1755 Sigsbee Road CUTCHOGUE, NY OF Drawn by:JJC Mattiluck, New York 11952 (631)298-1986 (631) 298-1986 fax Data: 11/12/2006 www.condonenglneering.com DIMENSIONAL PLAN I I DRAINAGE CALCULATIONS: GENERAL NOTES THE PROPOSED ON-SITE DRAINAGE SYSTEM TOPROVIDE 'DIAMEEFORA I- -- - -- - -- -FTHE-- - -- - " - -- - -- - -- - -- - � � 2"RAINFALL. STORAGE TO BE PROVIDED IN PROPOSED 10'DIAMETER 1 ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE -- -- LOCATION BE LOCATED RYWAS STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK TO BE LOCATED IN THE FIELD As DRYWELLS PROVIDING 68.42 OF PER VERTICAL FOOT OF STORAGE AND NECESSARY MINIMIZE DISTURBANCE OFCA-LANE______AppaoX Locq_Tla_N OF 12•wM___ LIP'P 9 __________________ I I EXISTING AND PROPOSED 8'0 DRYWELLS PROVIDING 4224 OF PER COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. {/ VERTICAL FOOT OF STORAGE, THE DESIGN IS BASED ON THE FOLLOWING rtxrslWGVEottA7rotYI 2. TOPOGRAPHIC AND EXISTING CONDITIONS SHOWN ON THE PLANS FROM SURVEY EP45�06' EDGE OF PAVEMENT I EPIS3�33' > � I RUNOFF �� \ \ ) o r e"m PVC /-� �!0 LPG TANK F5,"I STORAGE EP153-1 N EP�5296 CHNC I LANDSCAPING 0.10. DATED MAY22, CTO2006 BYHANDS ON SURVEYING. 410,[THMON. / _ �_ --�\ \ \ \ _•_�_ S 59 55 E EELACE EXIBTING GOLD WpEER ME`R ELiS313' DRAINAGE AREA"A" 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OFALL UTILITIES 4.0' W - PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL / �, , MON. �� rC, I STORAGE REQUIRED / l \ ! D • D • �°� EL'S 7 DW.Dt I \\\ SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE PAVEMENT AREA: 11,165 SF X 1 00 X 2112= 1,861 OF \ \ \ RATE COVERWRH ° "C BB DRYWELL I ROOF AREA: 3,019 SFX 100 X2"112= 503 OF CONFORMED ACCORDINGLY IN THE FIELD SLOTTED COVER to . --_--// v \O� TOP RIM 3.0RINst3 DRA"B" LANDSCAPE AREA: 13,793 SF X 0.10 X 2"/12 = 230 OF DWI �+ \ 1 533 (1 _ I I 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES \ a \(�u1\ 7 IN LEACHING RINGS EXISTING STORAGE PROVIDED. 2,594 OF VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE ANDIOR 10'13DRYWELLS ~\ Jt -� ---' /� r� I RIM STu 1 1 '(' s htp l� I ASPHALT DRIVEWAY \°�P� o \ � I 1 -B'0 X 4'DEEP DRYWELL=169 OF SANITARY LINES OR STRUCTURES. /=J TOP RING 48 1 -ELSSr CbRLAI--------'r ASP, TEST HOLE NO, 1 tz'DEEP LEACHI�'�ixps"\\ ` 11 11 I WELL / J Eta s41' /-II'r--( EXISTING r13 DRYWELL - _ _ I 2,594 CF-169 CF=2,425 OF 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS bI p REMOVE EXISTING DOME \ 1\ ELI Ir aoz ANDAOOI-B"mX5• I STORAGE REQUIRED BEFORE COMMENCING WORK. UNIT4 LEACHINGRINGWOHTOP I DRAINAGE AREA PLAN SUB 2,425 OF/6842 CF/VF=35.4 VERTICAL FEET REQUIRED UNIT 1 uNlTz UNITO 1 STORY 1"=100' 6. ALL UNSUITABLE MATERIALAND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH METAL FRAME GROUND SURFACE OR TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR uNlT55tD s I I STORAGE PROVIDED: \ 1 1 ! WAREHOUSE r- SOILS WITHIN 12"OF PAVEMENT PAVEMENT SUBGRADE(WHERE USE 3-10'0 DRYWELLS-12 VF EACH=36 VF PROVIDED SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. / FN SUBGRADE COMPACTED T095% 1 1 1 ( I GRIND COVERS TOGRAOE 9IN.FLOOR=55.4'1 , OS,CDR OF MAXIMUM DENSITY APPLICABLE) DEBRIS SHALL NOT BE BURIED ON-SITE. - \ s•}73.1 1 / rtxSLOTIE COVER 1 / DRAINAGE AREA"B" _ I r METAL / ( 7. ALL DRAINAGE PIPING MATERIAL TO BE SMOOTH INTERIOR CORRUGATED I I ISH�D 1 / '°0S p \ O0�'S� =So DGRAIXE TING \ \ / \ \\ \ \\ \\ \ \\ \\ \ \ STORAGE REQUIRED POLYETHYLENE PIPE AS MANUFACTURED BY ADS OR AN APPROVED EQUAL. l 1 \ 41 all vFumc °irml d CEVERWIm \ \ \ \ \ \ \ \ \ / PAVEMENT AREA: 28,595 SF X 100 X 2"/12= 4,766 CF INTERCONNECTING DRYWELL PIPE SHALL BE MINIMUM 12"DIAMETER OR AS NOTED ON ROOF AREA: 7,3975FX 100 X2"/12= 1,233 OF \ I \ ✓ N \ \ \ \ / / PLANS, ALL PIPING TO HAVE MINIMUM Z OF COVER. Il\ 1 I osdeo T � \ Y -- --- �,m�r ( /\\ SLOTTED covER lu IN EXCESS OF9"PA�OW PAVEMENT SUB- ; \ LANDSCAPE AREA: 27,0155FX 0.10X2'112 = 450 OF DE COM TED T090% ');'' /\ 6,449 OF 8. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE EXISTING STORAGE PROVIDED: UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, EXISTING ISTIN WELL / PONDS, DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE III I I 1 Y� ROP / REMOVE EXIGTING DOME 1 I ° INLET 0 ANDADDI.B"OXY \\ \ 3-B•0 X 4'DEEP DRYWELLS OF :" \ 2-8'0 X9'DEEP DRYWELLS =7fi0 CF\ `� UNDISTURBED INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO LEACHING RING WRHTOP6K1EI1,266 CF5018 \ ' FINAL BACKFILL EARTH 'THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". ALLDISTORBED 6,449 CF-1,266 CF=5,183 CF ry > I\ 37- ualSLOPES TD BE Dw.et Q R ow-B5 ' TO BE PLACED IN ;');'))';;' \1 I vBc siaBIL12EDAxD 7Mm DRrwELL ° ELI S4.8' ` 10,0 pavwELL 'I /+ ';12'LIFTS 9ALL PAVEMENT TO BE REMOVED SHALL BE SAWCUT. ALL NEW PAVEMENT SHALL BE \ \ XISTING WO DRYWELL MET SEEAFT RIM7MEpATON RIM 53.5 I RM 54.5 "' / \ CORRUGATED STORAGE REQUIRED- INSTALLED IN ACCORDANCE WITH APPROVEDSITE PLAN. \ coNi DRYWELLS wrtx FRAME AFTER INSTaLUnox V r; \ \ POLYETHYLENE PIPE BY 5,183 CF/68.42 CFNF-75.8 VERTICAL FEET REQUIRED z _ 1 n HUT OF DRAINAGE TDP RING 50.8 TOP RING 51.8 e4 12"13 ADS PIPE \ 15'DEEP LEACHING RINGS IS DEEP LEACHING RINGS ''I,�' \ / ADS OR APPROVED EQUAL 10.ALL PRECASTS U �I \ IW4ee 72' I \ DW-84 1 TR CTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL I� I ( 1 I I ASPHALT INV16.9 T72'1 INV/Bs(S'1 STORAGE PROVIDED. > PARKING ARE RIM DRYWELLS \ TEMPERATURE AND SHWITHSTAND INK A E, AASHTO H-20 TRAFFICHESITE LE ADING ND SITE WITH O �: OV I \ � I I 6L' '�- '� \ RIM 548 6^ / INITIAL BACKFILL, USE 4-10'0 DRYWELLS-iS VF EACH=fiO VF TEMPERATURE AND SHRINKAGE,TRANSPORT TO THE SITE AND SITE CONDITIONBAS VELE I TOP RING 51.3 1'-12" USE 1-10'0 DRYWELL -16 VF EACH =16 VF SHOWN ON THE PLANS. \ \ I 15'DEEP LEACHING RINGS / ABOVE TOP OF PIPE, 76 VF PROVIDED LU �� Eli \ \ r u: y INV 48.8112'1 \ \ \ \ \ �_ GO 'C �\ SPRINGLINE 11 ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI CONCRETE AND pp \ \ \\ \ \ L_r -.540 ap 54.9�p o-«540 �q T� OUTSIDE PIP DRAINAGE AREA"C" SHALL BE DESIGNED,CONSTRUCTED AND INSTALLED TO SUPPORT AASHTO H-20TRAFFIC D \ 0) DIAMETER STORAGE REQUIRED: LOADING. Ali 93 \ LO \ Ti PAVEMENTAREA: 2,295SFX1.00X2'I12= 383CF O 70'0 ptYwELLS BACKFILL PLACED ALTERNATELY IN \ \- 12 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES N \ RIM 53.5 o ° 0 0 0 0 0 0 6"LIFTS ON BOTH SI DES OF \� \ /�1 �� \ TOP RING 50.1 '� \ o°o°o° o°o°o°o°o° \ PIPE TO SPRINGLINE ELEVATION EXISTING STORAGE PROVIDED: DETAILING THE STEEL REINFORCEMENT AND PROVIDE CERTIFICATION BY THE PRECAST 15'DEEP LEACHING III a - / 000° °000000000o \ 2-8'0 X 4'DEEP DRYWELLS=33B CF MANUFACTURER THAT STRUCTURES ARE DESIGNED TO SUPPORT H-20 TRAFFIC LOADING. o o0000 0,0000 �� \\ �/ - _ / / \ °o °00000-0OOO x--62' \\ / \ CV 383 CF-338 CF=45 CF 13.MAN UFAD TURER TO CE RTI FY THAT DRAINAGE AND SANITARY PRECAST STRUCTU RES ti I �L i __ /^-^ PRE-SHAPED FOUNDATION OR FLAT \ / BEDDING(CLASS I,II OR III)WHERE DELIVERED TO THE SITE MEET ALL REQUIREMENTS OF THE TOWN OF SOUTHAMPTON, I �/ �\\= I ° ' \ ° FOUNDATION WITH BACKFILL TAMPED / \ / owes ` /---- O UNSUITABLE S1,11 R1 STORAGE REQUIRED: SUFFODELIVERED TO THE SITEM ET ALL REQUIRHEALTH EMENTS HE THETOW OFFOLK UTHAMCOUNTY.O ! j 10'13 DRYWEl1 ��� �� \ c+D INTO PIPE HAUNCHES,AT ENCOUNTERED DURING EXCAVATION 45 CF 142.24 CFNF=1.1 VERTICAL FEET REQUIRED I O.D.+24"MAX RING 50.8 ALL DISTURBED SEEPED BE 1n CONTRACTORS DISCRETION. WJ O F PIPE TRENCHES AS REQU I RED IN TOP RWG 5G8 immtuitLYADDEEDED (SEE NOTE ELO /ie'DEEP LEACHING WAGS IMMEOWTELY AFTER \ NOTES ASTM 02321,LATEST EDITION STORAGE PROVIDED: / INV48a(tYI INSTAIJATIONOF DRAINAGE\ ADD 1-BOX2'DEEP LEACHING RING TO EXISTING DRYWELL LEGEND EXISTING PROPOSED 1. CLASS 1,11, 111 OR IV COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE ZONES,PER USCS(UNIFIED SOIL CLASSIFICATION SYSTEM) DRAINAGE AREA"D" DRYWELL-GRATED INLET (•\ ( O STORAGE REQUIRED' w, a 2. THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING ORA SHEETING PAVEMENT AREA 2,583 SF X 1.00 X 2712= 431 CF o0� ° 29 BOX IN ACCORDANCE WITH LATEST OSHA REGULATIONS. THE TRENCH SEPTIC TANK \ i Oo I \ \ I WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF ROOF AREA: 3,018 SF X 1.00 X2'112=503 OF " I LANDSCAPE AREA 1,18fi SFX010X 2'/12 = 19 OF o REPOSE FOR THE SOIL WHICHEVER 13 GREATER AT THE DISCRETION OF THE LEACHING POOL (ol O ��,, i ENGINEER EXISTING STORAGE PROVIDED: 953 OF - - - - 3. WHERE PIPE IS INSTALLED WITH LESS THAN 2'OF COVER,ALL BACKFILL 1 -B0 X 4'DEEP DRYWELL=169 OF ROOF DRAIN o 953 CF-169 CF=784 OF DRAINAGE PIPE MATERIAL THROUGHOUT THE PIPE ZONE IS TO BE CLASS I MATERIAL. - - - - D- ',�' I I STORAGE REQUIRED SANITARY SEWER - -S- - S- LE 4 WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL E, I ® EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A 784 OF 14224 CF/VF=18 6 VERTICAL FEET REQUIRED CONTOUR - - 54 - - ! 1 TEST HOLE NNP FOUNDATION OF CLASS 10 R II MATERIAL AS DEFINED IN ASTM D2321, "STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR STORAGE PROVIDED: PROPERTY LINE - Il I 1 SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS,"LATEST EDITION,AS USE 1- E 0 DRYWELL-14 VF ! 1 I AN ALTERNATIVE AND ATTHE DISCRETION OF THE ENGINEER,THE TRENCH ADD5VF OF RING TO EXISTING DRYWELL 14 VF+5 VF 19 VF PROVIDED BELGIAN BLOCK CURB I 11 I BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC EDGE OF PAVEMENT I I . PIPE TRENCH SECTION FLOWARROW MEAT NTS CONTOUR - - 60 - - - -80 SPOT GRADE EL1543' 53.7+ 1-1/2"WEARING COURSE NYS TYPE 6 U 2-12'BINDER COURSE NYS TYPE 3 BINDER COURSE � C BERM \ � �-� NAYBACES _ --- _. . DRAINAGE/NLET/TYP.J 1- - 1 _ - --__ - --� - _='s _J e n L 6"COMPACTED BASE COURSE ff (3r4"STONE BLEND OR CRUSHED CONCRETE) - -(5'-TTff E6RIH�B�R�-- - - - - ' T --o ii n r - - - - - - - - - -' - - - - - - z SOW a BOUND STRAW BALES (COMPACTED TO COMPACTED SUBGRADE j FLOW N 59 553'f VV �T3�6 B"COMPACTEOSUBGRADE SITE PLAN PROCTOR DENSITY) � �//\\//\/�\\//�\\//�\/%\/%\/%\\%�\//�\� 1"=40 SUFFOLK COUNTY STANDARD DRAIN MANHOLE FRAME AND 2X2 WOOD a SLOTTED COVER PATTERN No. 1383 AS MANUFACTURED BY STAKES DING (SEE BEDDING TYPICAL PARKING LOT PAVEMENT SECTION AMBELL FOUNDRY GRAN APPROVED EQUAL. DETAIL) p� FLOW PRECAST � NTS CHIMNEY //-1EMHISHEDGRADE STRAW BALE INLET PROTECTION DETAIL _ LEACHING BASIN NOTES: TWO REBARS,STEEL PICKETS, \ OR 7X2-STAKES DRIVENq VERTICAL �� B"TRAFFIC BEARING ? 1, LEACHING POOLS SHALL BE PRECAST CONCRETE CEMENT STRUCTURES AS NOTES: /i TOP SLAB MANUFACTURED BY SUFFOLK PRECAST INC,OR EQUIVALENT. 1, BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR 2'INTO GROUND.FIRST ` FACE 17 ;D -yJ" 24' AND INA ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES, STAKE DRIVEN AT ANGLE BEDDING DETAIIL 2, ALL CONCRETE CEMENT USED IN THE MANUFACTURING OF PRECAST STRUCTURES SHALL TOWARDS PREVIOUSLY LAID ' DEVELOP A MINIMUM COMPRESSIVJE STRENGTH OF 4,000 P.S I IN 28 DAYS. 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL MINIMUM OF 41NCHES STRAW BALE.DRIVE STAKES iz•m CPEP AND PLACED SO THE BINDINGS ARE HORIZONTAL FLUSH WITH TOP OF BALE ;x• ` REVISIONS ' 3 NO TRENCH,PIT OR OTHER EXCAVATION SHALL BE LEFT OPEN OR UNATTENDED. ` EXCAVATIONS TO BE PROTECTED 1WITH FENCES,BARRICADES AND OTHER APPROVED 3,BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES + - SOF NEW METHODS, OR REBARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH ANGLE FIRST STAKE TOWARD "LPA 3'CSN hO a WRAP WITH 6 OZ.(MIN.)NONWOVEN BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE PREVIOUSLY LAID BALE C2 GEOTEXTILE(FILTER FABRIC)MIRAFI 5. INVERT ELEVATIONS MAY BE ADJUSTED BY THE ENGINEER IN THE FIELD TO MEET FIELD TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH +„ 14ON OR AN APPROVED EQUAL. PRECAST DRAINAGE CONDITIONS TO AVOID CONFLICT WITH UTILITIES AS ORDERED BY THE ENGINEER. WITH THE BALE. � FLOW Plans are prepared by Condon EnAineerinA,P.C. Ills evil oTOe New York n' ^I SHEET PILING AS REQUIRED r� RINGS 6. ALLOW FOUR 4 INCHES FOR FINAL ADJUSTING OF CASTING. ADEQUATE BEARING WILL BE 4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE - GIele Education Lax,A6lde 145,Gec5on II03,kr any person unless acting under O `� - the dlrscliono(a licensed Proaalonal Engineer,ArchllecLor Lend Surveyor,Icaller 1972 PROVIDED USING CONCRETE BLOCK,BRICK AND/OR 1:2 MORTAR MIX. MADE PROMPTLY AS NEEDED. _ - wy,. M1''" ' any Ilam in any way.If an item bearing the seal oten Englnea Architect,or Lend p EXCAVATE AND BACKFILL 3 FEET AROUND r - _ Surveyor lsallered,the hill Engineer,Archdecl,or Land Surveyor shall affili the ` "'` 7 THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING DURING 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS S C.T.M DIST 1000 SEC DB3 BLK 03 LOT 4.6 Ilam his/her aal and me nolehon'Altaredby'kllowed by hismar signature end the LEACHING RINGS WITH SUITABLE POROUS "' .. sr dale ofsuch elleraflIons,antle spenec darnplwn ol0a alle2haa MATERIAL AS APPROVED BY THE ENGINEER ° TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE GENERAL PUBLIC EXPOSED TO SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. Z 0 THE HAZARDS OF FALLING AND SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF THE TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926,SAFETY AND CUTCHOGUE BUSINESS CENTER 0 OSHA. Scale As Shown Condon Engineering, P.C. HEALTH REGULATIONS FOR CONSTIRUCTI N( ) ANCHORING DETAIL g g� 8595 COX LANE C002 ` B. BACKFILL AND COMPACTION SHIALL BE IN fi'LIFTS. ALL BACKFILL MATERIAL TO BEDrawn by 1755 Sigsbee Road CUTCHOGUE, NY OF EXCAVATE A MINIMUM OF 6'INTO VIRGIN STRATA COMPACTED BY JETTING OR OTHER APPROVED MEANS. 'JJC STRAW BALE DIKE DETAIL Matti-1986Now 31) 298198 OF SANDAND GRAVELOR TO BOTTOM OF DRYWELL DRYWELL DETAIL Dale 11/12/2006 (631) 296-1966 (631) 298.1966 fax GRADING & WHICHEVER IS DEEPER, NTS www.condonengineering.com DRAINAGE PLAN SANITARY DESIGN CALCULATIONS ° SANITARY FLOW CALCULATIONS UNIT NO. PROPOSED USE UNIT AREA SCDHS FLOW TOILET FLOW KITCHEN FLOW TEST RULE NU, UNIT GENERAL INDUSTRIAL 1,376 S.F. 0.04 GPDIS.F. 55.0 GPD MEZZANINE OFFICE 385 S.F. 0.06 GPDIS.F. 231 GPD TUP$OIL (UU 1.31 UNIT2 FOOD PROCESSING 1,345 S.F. 0.03 GPDIS F 40.4 GPD HEAVY t AY 1,345 BY, 0.12 GPD/S F 1614 GPD MIXED GRAVEL L 57 (NL) _271 - -- - -- UNIT3 FOOD PROCESSING 1,888 SF 003 GPD/,9F. 56.6 GPD -- -- EXISTING ELECTRIC /� rrrhhh SERVICE p9 1,888 S.F. 0.12 GPDIS.F. 22fi.fi GPD LOAN & ARYWELLPRYP4 - V ©X- I ANC APPRox LOCATION OF I2 WM_ -y�LIPA4 ____ ________ ��QO UNIT4 FOOD PROCESSING 2,127 S.F. 003 GPD/SF. fi38GPD SANDY CLAY ($C) --------------- \ E%snxDlGmxr ---------- --- 4,S Eztsnxc l'mxl'oEEP DEEP LEAcxlxo pool OP 2,7273E 012 GPD S.F. 255.2 GPD EP55.06 EDGE OF PAVEMENT P153.33' EP,S325' LFACxINGPDOUS EP;S EPt52,96' OFFICE 2713 F. 0.06 GPD/S.F 16.3 GPO COARSE $AND ELSb70' -� \\ S 59oCJCJr E WATER METER EL5313' FOOD PROCESSING 953S.F. 0.03 GPDIS.F. 28.6 GPD GRAVEL 2D7 ($P) CMNCMMU, / _ - �0 -1 ��- _ _ ` CMNCMMU, 953 S F 0.12 GPDIS.F 114.4 GPD _12 4.0 W / -7� j ��- O/G LPG TANK ASP ^ / ` \ \\ \\ \ I D • o • °• �' WSIV paoposED50•h� 1, EXISTING SERVICE WATER UNIT6 MEZZANINE OFFICE 965SF 0.06 GPDIS.F 57.9 GPD CORRSE SAND (SP) \ MHNG COVERTO o / - _ LEACHING FOOD PROCESSING 965 S.F. 0012 GPDIS.F. 29.0 GPD \ \ \\ \I �,r � 3 GPD/S.F g GMOE � O r,�LEACHING POOL s l0, NO WATER ENCOUNTERED 1 ' ` CONNECTS °j°Nyys ,15 s F 5.8 GPD \ �' \ 1 i UNIT7 OFFICE 1,159 S.F. 0.06 GPD/S.F. 69.5 GPD I \ \1 M' a -r' I ASPHALT PRIVEWlAY lo�,� ° .ate TO LEACHING 7 \ �� ROgd UNITE OFFICE 792 S.F. 0.06 GPDIS.F. 47.5 GPD I [u sit' CDg,kLAT------ -- r ° cL, i,,POOLS _ T�•1 �I UNIT 9 OFFICE 1,294 S.F. 0 0 GPD/S.F 77 fi GPD G'TEST HU NM. 1 1 1 WELL scan ErJsrlxo1,200 0 1 / s'Mtx t I UNIT 10 OFFICE 1,007 S.F. 006 GPDIS.F. 604 GPD EXISTING GREASE J GALS15TICTA0 GALSEPTICTANN ,31 I TRAP I UNI74 I GAL SEPnCTANK �, �% d= i °OX METAL HUT 1,1845.F. 004 GPDIS.F. 47.4 GPD 1 1 16TORY 1 F Tc TOTAL FLOW 673.1 GPD 872.4 GPD / \ \ UNIT1 UNIT2 UNITS TOPSOIL (OU 1 I I / \ \ 1 1 e I IMETALHOUSE UNIT85.10 e r I PO gPS 3 > / 1wAREHou3E P° PROJECT /EXISTING WELL USED 1 1 1 XISTING 4"NITcxEAV FN.FLOOR=55.4'1 / FN CMR OpN HEAVY CLAY \I I //FOR IRRIGATION ONLY 1 1 1 ORYW LL(tYP4 .WASTE LINE _ o PRDPO1SEtl 1'0%T I / � 0�5 W i O(L0 LOCATION TOTAL SANITARY FLOW FLOW =6731 GPD MIXED GRAVEL 57 (UL) 2Q I ' / 1 \ ^LI 11 // Oxo 1 axtx. DEEP (GREMETRAP ��¢ TOTAL KITCHEN FLOW FLOW =8724GPD / sHD TOTAL FLOW =1,545.5 GPD LOAM & > "�� N r.� t ALLOWABLE SEWAGE FLOW TOTAL SITE: SANDY CLAY ($C) I / 11 I OvfIeLE 1 �. r•-(1 -/'\ 6.1 ACRES X 600 GPD/ACRE=3,660 GPD 412 I' 1111 1 1/ •1 Ra'MW bS r COARSE SAND / I s�IIED paOpoSED 1,2x0 ea �J R \ TOTAL STE PROPOSED SANITARY(GWMZ IV SERVICED BY PUBLIC FLOWFLOW =673.1 GPD I I ��l OALSEP'MC TANK Y PROP g 9 & GRAVEL 207 (SP) Q paopmseo rmxle INLET 9 9 a APPROXIMATE 10 r DEEP LEACHING POOL EXISTING SEPTIC SYSTEM No. 1 (TOILET FLOW FROM UNITS 2-10): COARSE SAND ($P) I j d �I PROPOSED501M LOCATION OF CAPPED LANDFILL PROPOSED SANITARY FLOW RATE=548 GPD. 181 > \ I I 9YX9Y pry,( EXPANSION EL SA�9' �' \ g \ METAL LEACHING POOL NO WATER ENCOUNTERED \\ \ FRAME : p \ \ PROPOSED DESIGN CAPACITY D DESIGN 2 Z \ \ HUT EXISTING WELL USED PROPOSED ONFLOW RATE 548 GPD SEPTIC TA AY STORAGE 1,096 GALLONS "��' USE ONE EXISTING 1,200 GALLON SEPTIC TANK I FOR IRRIGATION ONLY • p� in I \ 1 1 ` ASPHALT q >� \ AU �,, PARKING AREA LEACHING POOLS: fOm \\ 1 - " ' , WELLOFA C CkSyN LEACHING @1.5 GPDISQ.FT.=548 GPD 11.5 GPDISQ.FT. = 365 SF CD \ \ -�'---^\\ \ \ �'1'F R<N o0J 365 SQ.FT 131.4 SF/FT -11.6 L.F. ES d' \ I I T yl/Rp 10'0X 314X T=31.4 SQ FT IFT. �W t, USE' 2-10'0XUDEEP=I2V.F >11.6V.F. W cD \ \ 5B--____ _4 D- a 0 • \ \ \ --5g_. LO 7L DESIGN FOR 50%EXPANSION' it' \� \\ \\ ��--' �_ _ _ _ � / \ �_I� TH/<<(jv 365LF. X .50 =183 L F.131.4 SO,FTIFT.=5.8 V.F. USE 1-1O'0X8'DEEP=8V.F.>5S,V.F O Z I \\ 1\ ,,- \ /// / / LSO EXISTING SEPTIC SYSTEM No. 2 (KITCHEN FLOW FOR UNIT 4): \\ ( ____ / \ C14 PROPOSED SANITARY FLOW RATE=255 GPD. - - _ o LOCATION MAP - _ PROPOSED DESIGN CAPACITY SEPTIC TANK'� / \\ N 1„=600' PROPOSED FLOW RATE 255 GPD DESIGN 2 DAY STORAGE 510 GALLONS I \ USE NEW 1-1,200 GALLON SEPTIC TANK SANITARY LEACHING POOLS. SANITARY SYSTEM NOTES. LEACHING @1.5 GPDISQ.FT=255 GPO 115 GPDl FT = 170 SF 300 SF MINIMUM REQUIRED 8'OX3.14X V n25.13SQ.FT.IFT. \\ �� 1 ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM 3005Q.FT125.13SFIFT.=11.9 L.F I \\ \ DENSITYATTHE OPTIMUM MOISTURE CONTENLAS DETERMINED BYSTANDARD USE: 3-EXISTING 8'0X8'DEEP=24V.F.>11.9V.F. o PROCTOR TEST. DESIGN FOR 50%EXPANSION: 2. LOCATION OF EXISTING UTILITIES AND SANITARY AND DRAINAGE FACILITIES SHALL BE 300 L F. X .50 =150 L.F.125.13 SD.FEIFT =5.9 V.F. \ f VERIFIED BY CONTRACTOR IPRIOR TO INSTALLATION OF NEW WORK. USE( i-8'0X8'DEEP=8VF >5.9.V.F a II I 3 CONTRACTOR SHALL BE RE9SPONSIBLE FOR OBTAINING ALL PERMITS AND DESIGN FOR GREASE TRAP: I I INSPECTIONS ASSOCIATED WWITH THIS CONSTRUCTION. KITCHEN FLOW=255 GPD / I I ® j USE EXIST 10'0 X 5'LIQ, DEPTH GREASE TRAP I 11 TEST HOLE NM, 2 i 4. LOT AREA:265,603 SOFT. 6.097 ACRES GREASE TRAP(DESIGN FLOW UP TO 1,000 GPD) 5. ALL ADJACENT PROPERTIES WITHIN 150'OF THE SITE ARE SERVICED BY PUBLIC PROPOSED SEFFIC LOW RATE N�3 PoOILET FLOW UNIT 1 KITCHEN FLOW FOR UNITS 2,3& WATER. PROPOSED SANITARY 5): 1 I I \ I I 6 EXISTING CONDITIONS SHOIWN ON THE PLANS FROM SURVEY DATED MAY 22,2006 BY PROPOSED DESIGN CAPACITY SEPTIC TANK. \I I I HANDS ON SURVEYING. PROPOSED FLOW RATE 581 GPD DESIGN 2 DAY STORAGE=1,162 GALLONS / I I USE 1 NEW 1,200 GALLON SEPTIC TANK J ----_- I Z S.CT.M. DIST 1000 SEC.0833 BLK,03 LOT 46 p I LEACHING POOLS: \ I 8. GROUNDWATER ATEL.4.01 PER SCDHS GROUNDWATER MAP DATED MARCH 1999. LEACHING @ 15 GPDISQ FT.=581 GPD 11.5 GPDISQ.FT. = 387 BE v ~ 1 6 0 X 3.14 X T=25.13 SQ FTJFT. 387 SQ FT 125.13 SFIFP.=15.4 L.F. USE: 1-NEW B'0 X 16'DEEP=I6 V.F >15.4 V.F a ob �� /� \\\ i _,_68- ; LEGEND EXISTING PROPOSED DESIGN FOR 50%EXPANSION: �O gyp• // CN BERM I 11 \ �/ - DRYWELL-GRATED INLET r ) (ON • USE 1 80X1fiDEEP-ifiVF 77 VF '7 V.F. ) I- r'-i ------------------__ - 387 L.F. 50 194 LF.I2513 .>7.7.FT 7 - r- -______-_- - _ _ - __rte--v__�- - - .-_;_ - - - Q . . _ T ' 15,- 20 RILBER __--_--____-= ----------- __s -0-_1_______�____ ___ SEPTIC TANK lOj ° / T \ - - - _ - DESIGNFOR FL GREASE TRAP: �" f---- N- 59 5531Vv �Jx •'6r LEACHING POOL rJl O KITCHEN FLOW=502 GPD USE 1-NEW 8'0 X 5'LIQ.DEPTH GREASE TRAP LMONOWOMFOFI'FPIYOF GREASE TRAP(DESIGN FLOW UP To 1,000 GPD) - - -- . . _ _ -, JFANIIEI ORKEEOBY 10131 ROOF DRAIN oa B.O.TN,1I - - - - a00PA,KELLANE DRAINAGE PIPE - 0- . ,. J i� TMO}JE,KYMIN'llef SANITARY SEWER -S- - S- .x- /' CONTOUR - - 54 - PROPERTY LINE REVISIONS ��Of N SITE PLAN Y Fb�yt �,AAA3 C `09� V=q0 i i t # Plans are preperedby Condon Engineering,PO xisemclationcfthe New Vorh Stale Educator Law,Afida 145,Sedan 7209,for any person unlessectnA under the director ofa licensed Professional Engineer,Archei or Land Surveyor,to alter e.DS7912 -q(1 anydamtneni if an Item deal the seal of an Engineer,Amhilect,m Lend •- P� / S.CTM.DIST.1000SEC.083BLK.03LOT46 Surmy.rleellered,the elledng Engineer,Architect,orlend Sunreyer shell affix tothe OfE$$1Dµ SCO H.S.REF.No.:C10-05-0019 Item hWher seal and Ne n.talmn'Allaredby'followed by hivher signature end the dale.f such allemhora,end a epem5c desenpton of the aborton, Scale:As Shown Condon Engineering, P.C. CUTCHOGUE BUSINESS CENTER8595 COX LANE C-3 1755 IRoad CUTCHOGUE, NY OF Drawn by JJC Mattituck, New York 11952 Date 91112006 (631)298.1986 (631)298.1986 faX C www.condonengineering.com SANITARY PLAN J WATERTIGHT FRAME&COVER W/ MORTAR FROST WATERTIGHT FRAME&COVER WI MORTAR FROST APPROVED LOCKING DEVICE MORTAR FROST WATERTIGHT FRAME&COVER W/ PROOFING APPROVED LOCKING DEVICE PROOFING PROOFING APPROVED LOCKING DEVICE Virgin PRECAST HEIGHT)RISER RIM 54.2 GRADE EL 55.2 RINGS(2PRECAST MAX. HEIGHT) ER GRADE EL.54.6 RINGS(12'MAX HEIG 1'min TRAFFIC BEARING SLAB E� 24� TRAFFIC BEARING DOME P4.. 20" TRAFFIC BEARING SLAB :-it 2'Max 20 4"PVC WASTE LINE 4"SANITARY KITCHEN WASTE PIPE FLOW DvLLI PVC WASTE LINE TO SEPTIC TANK 4"SANITARY WASTE PIPE 6° !' Pit CHYe INCHPERF00T PITCH 114 INCH PER FOOT PITCH 1/4 INCH PER FOOT '- INV EL.52.2 s PITCH Y INCH PER FOOT a INV EL. INVEL. 51.1 51.6 zo re INV.EL 50.3 _ INV EL 517 4y 0 8'MIN. - e � EXISTING 4° N 4„ MONOLITHIC UNIT B'DIAMETER SANITARY TOO REMAIN 8'DIAMETER 4" 10'DIAMETER PROPOSED PRECAST GREASE TRAP DETAIL z WATERTIGHT FRAME&COVER W/ � MORTAR FROST WATERTIGHT FRAME&COVER WI N MORTAR FROST [APPROVED LOCKING DEVICE PROOFING APPROVED LOCKING DEVICE PROOFING GROUNDWATER ELEVATION(APPROX.EL.5't PER 1999 SCDHS GW MAP) 24'0 PRECAST HEIGONICHT) RISER RIM 546 GROUNDWATER GRADE EL.55.0 RINGS(12"MAX HEIGHT) PRECAST SEPTIC TANK DETAIL LEACHING POOL DETAIL TRAFFIC BEARING SLAB E 24' TRAFFIC BEARING DOME 24" Penin. PROFILE OF EXISTING SANITARY SYSTEM No. 1 4' INCH PER FOOT AND 4"KITCHEN !" 20' 4'PVCWASTELINE 2'Max INCH PER F@OT AND 4'KITCHEN N � POW PITCHY,INCH PER FOOT PIPE FROM GREASE TRAP SCALE '1'5.0' PITCH 118 INCH PER FOOT m INVEL.51.6 ar m INVEL 51.1 0 8'MIN. INV.EL 51.0 a _ 4" B'DIAMETER 4 MORTAR FROST PROOFING WATERTIGHT FRAME&COVER WI APPROVED LOCKING DEVICE BRING COVER TO GRADE ^ 8'DIAMETER MORTAR FROST WATERTIGHT FRAME&COVER WI WATERTIGHT FRAME&COVER W/ APPROVED LOCKING DEVICE MORTAR FROST APPROVED LOCKING DEVICE PROOFING 24'0 PRECAST CONC. INSTALL DUMMY RINGS AS PROOFING N RISER RINGS(12" NECESSARY TO BRING PROPOSED RIM 53.5 GRADE EL.53.8 MAX.HEIGHT) [GRADE EL.53.8 STRUCTURE TO GRADE GROUNDWATER ELEVATION(APPROX.EL.5'd:PER 1999 SCDHS GW MAP) F2� E 44• 1'min. TRAFFIC BEARING SLAB — Pvc wnsTE LINETO 24" 2'MeK PROPOSED PRECAST SEPTIC TANK DETAIL PROPOSED LEACHING POOL DETAIL 0" TRAFFIC BEARING SLAB OR DOMESEPTIC TANK 4"KITCHEN WASTE PIPE PITCH INCH PER FOOT F 4"PVC WASTE LINE-6. W LINE PITCHPINCHPERFOOT II II PROFILE OF PROPOSED SANITARY SYSTEM No. 3 PITCH 114 INCH PER FOOT n 6" BOWLINE INVEL.50.1 a INVEL 49.6 a ao —L SCALE 1'5.0' j INV EL 49.5—J4" E , m INVEL. 49.0 _ L__ Et INV.EL.4717 "- -� /" 71 1 0 6'MIN. 10'DIAMETER 8'DIAMETER 4" ' EXISTING SANITARY RINGS TO REMAIN REVISIONS 8'DIAMETER �0F NEkx J.CoCO pp !p N GROUNDWATER ELEVATION(APPROX.EL 5't PER 1999 SCDHS GW MAP) Plans are prepared by Condon Englneermg,PC Ibsevmlehonoflhe New York 7209, EXISTING PRECAST GREASE TRAP DETAIL PROPOSED PRECAST SEPTIC TANK DETAIL LEACHING POOL DETAIL theleEdaahonLacenseda 145,seal ngineeraramparennand Survey ander the item any licensedf an Professionalbesionel Engineerligirma Lend Surveyor, alley '= anyaomyo menyvrey lealtermbeahng lee sralstem r Landacrwyoreofar Land ASit/.�2v S.QT.M.DIST. 1000 SEC.083 BLK.03 LOT 4.6 Surveyor is altered,the altering Engineer.Archileci,or LandSurveyorshellelfielo the °anLC6i1 S.C,D.H.S.REF.No:010�05-0019 item Mather eeeland the notation'Altered by'followed by hlerhor signature and Ne PROFILEOF EXISTING SANITARY SYSTEM No.2 dataofsaahetlereho ands PanaodeaviphonoNeargaiii SCALE 1"x.0' CUTCHOGUE BUSINESS CENTER �- A Scale:As Shown Condon Engineering, P.C. 8595 COX LANE (•F Drawn by:JJC 1755 Sigsbee Road CUTCHOGUE, NY OF Mattituck,New York 11952 Date: 91 (631) 298-1986(631)298.1986 fax www.condonengineering.com SANITARY PROFILES C J I I I I APPROR.LOCATION OP I2"W M. _I �UPA 4 EP'15506' EDGE OF PAVEMENT EP4333' EL1S670' EP15325' EP153 EP5896' CONE, MON. S 59055' 15313' 101 w �,� ���� o- • cONc MON.— —� ASPHALT DRIVEWAY o ---- O J p L A / LII �.M--i 1 IN S' \ \ \�\ Iy E00]' O uNIT4 I0 uwit uwix uNITa 1 STORY METAL FRAME I ,,I WAREHOUSE UNITS sigarr� iIN.FLOOR=55,4'i PLANTING LEGEND s Man I m I c w \ ° mom ND " l�yu r/ COMMON NAME SYMBOL OVABLEI 1 Ng�1Ut 4y o• ! sF EB I �\ EXISTING TREES SPIREA-GOLD FLAME Q 3rx37' �, ' \ d MOUNTAIN LAUREL a© METAL FRAME il/4 �R \ 1rx) HS P\ I I,; y "7 \ ` ASPHALT \ JAPANESE BARBERRY >04 ( \ PARKING AREA Es \\ I� I� A _ \ V LL \ -- -- — -- — -- -- — -_ TORULOSA JUNIPER LLJ 00 co __ _ I _ \\� \\ `\ L-56 FOUNTAIN GRASS \ `q `I � LED N "— — "�� \ `� EASTERN RED CEDAR , Ell �� �� \\\(\ '� / l / \ \ p NORWAY SPRUCECIJ gnr�y _ o M BLUE SPRUCE ALL SLOPES R)B E STABILIZED LIZEDN SEEDED LIMMEDIATELYAFTER INSTAL TION ON WHITE PINE OFDRAINAGE By ANY _ I y COMBINATIONOFHYDRO-SEEDING, � 2 GROUND COVERAND GRASS- I 7 BURNING BUSH DOUBLEFILE VIBURNUM I� \ — o RHODODENDRON MAXIMUM ti a l I JAPANESE MAPLE I 1 I P \ I � ' I l ; GENERAL NOTE: I I 1 LANDSCAPE INFORMATION SHOWN ON THE PLAN IS BASED ON THE APPROVED LANDSCAPE PLAN PREPARED BY RLH LAND PLANNING SERVICES _ DATED MAY 1,2005 AND APPROVED BY THE SOUTHOLD TOWN PLANNING DEPARTMENT DATED OCTOBER 17,2M. I I I r—. . CG BERM a �� i� --------------------- / t5 TfI20W �9RIfYB€Rz= --=-_-=_=_-=— ----------- - - ti REVISIONS '— N 59°55'31" W —5T3Jr — — 0, N YD y Plans era prepared by Condon Engmesnng,PC It is a violation ofthe New York Slels Educahon Lew,Article 145,Sector 7209,for any person unless acing under the dlreclion of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any iteminanyway lfanllam beadnglhe saalefen Engineer,Archhesfor Lied Surveyor lselered,the blenng Engineer,Architect,or Lend Surveyor shell alfato the E S.QT.M DIST. 1000 SEC.083 BLK.03 LOT 4.6 item higher mel and the notation'Altered by"followed by hlsMer signature and the tlale ofsuch alterations,and a specifmdesmpiiim of Iia alleretlon Condon En ineerin P.C. CUTCHOGUE BUSINESS CENTER C-5 s°BIB 1"=40' g g s 8595 COX LANE Drawn by JJC 1755 SIgsbee Road CUTCHOGUE, NY OF Matfituck, New York 11952 (631)298.1986 (631)298-1986 fax LANDSCAPE / Date: 1111212006 www.condonengineering.com REVEGETATION PLAN DRAINAGE CALCULATIONS: GENERAL NOTES _ __ _ __ THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FORA LOCATN)NOFTHEPROPo5ED0RYwELL r r 2'RAINFALL. STORAGE TO BE PROVIDED IN PROPOSED 10-DIAMETER I. SITE PLAN INFORMATION SHOWN ON THE SITE PLANS IS BASED ON THE APPROVED TO BE LOCATED INTHE FIELDAS n A ' DRA"i DRYWELLS PROVIDING 68.42 OF PER VERTICAL FOOT OF STORAGE AND SITE PLANS PREPARED BY RLH LAND PLANNING SERVICES DATED MAY 1,2005 AND -_�� _ /�.�-�} EXISTING AND PROPOSED 8'0 DRYWELLS PROVIDING 42.24 OF PER APPROVED BY THE SOUTHOLD TOWN PLANNING DEPARTMENT DATED OCTOBER 17, NECESSARY MINIMIZE DISTURBANCE OF //'��\1 Y _____-APPROX LOCATION OF IT W M -- LIPAVI ------------EXSTINGVEGlTATL]N: I _ 1 VERTICAL FOOT OF STORAGE. THE DESIGN IS BASED ON THE FOLLOWING 200fi EPISSD6' EDGE OF PAVEMENT EP,S3,33' 7 I RUNOFF COEFFICIENTS.ROOF 1.0,ASPHALT PAVEMENT 1.0 AND EL1156,10' _ - eO Nr Tin EPi52,96' LANDSCAPING 010 2. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE I O ' �Wfi LP6 ih NER532s'-- `� _- STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLDAND THE SUFFOLK COMIC MON ---_ -------� �� \\ ___ S59 55 E 7 '1O _ WpiERMETER EL53,13'_ __ _ MOW / / • o •F / imrrEo covER� O o ` DWwlrw DPA"C' DRAINAGEAREA"A" COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED, ( } \ \ e"m PVC Asp -% a CDNC MEN / \ \ \ I • Eu S I STORAGE REQUIRED: \ I BLACE EXISnNG SOLID 7 I 3 TOPOGRAPHIC AND EXISTING CONDITIONS SHOWN ON THE PLANS FROM SURVEY PAVEMENTAREA' 11,165 SF X 1.00 X 2'/12= 1,861 OF \ \ � I' '( `i e'B ELL 1 I ROOF AREA: 3,019 SFX 100 X 2"112= 503 OF DATED MAY 22,2OOfi BY HANDS ON SURVEYING DW Al,A2,A3 \\ 1 1✓ R 1 - - - r �/ ' / `O� ��' RIM5FINc 5iS I DRA"Be I LANDSCAPE AREA 13,793 SF X 010 X 2712 = 230 OF \ _ 4 THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES a' rn 10'm DRYWELLS ` \ - '�/ J/ r`�_ �m �/ 14'DEEP LEACHING RIGS 2,594 OF J� \ EXISTING STORAGE PROVIDED PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL RIM 51.5 '(' f' I ASPHALT DRIVEWAY lO c // > SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE TOP 1 fu 546' EN pJL4- ------ r ASP. \ ��i I 1-So X 4'DEEP DRYWELL=169 OF 12'DEEPLEACHI GRINyys�S 11 1 1 HELL / / EL'542 -( ExlsnNO e'm DRYWELL I I 2,594 CF- 169 CF=2,425 CF CONFORMED ACCORDINGLY IN THE FIELD. TEST HOLE NO. I INV47zlY2') \ ` ` I c¢r -- _ _ eb 0 -T REMOVE EXISTING DOME T NCHES UNIT4 I LEACHING RING WITHTOP I DRAINAGE AREA PLAN I STORAGE REQUIRED. 5 VERTICAL NIST BE MAINTAINED BETWEEN WATER LINESSEPARATION OF TEN(10)FEET HORIZONTAL,STORM DRAINAGND EIGHTEEN(18)E ANDIOR SLAB 2,425 OF/G8.42 CFIVF=35.4 VERTICAL FEET REQUIRED UNIT1 UNIT2 UNITS 1STORY 1"=100' SANITARY LINES OR STRUCTURES. METAL FRAME ,° ' I GROUND SURFACE OR STORAGE PROVIDED' I e WAREHOUSE UNITS 5-10 �- I SOILS WITHIN 12"OF PAVEMENT PAVEMENT SUBGRADE(WHERE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS \ 1 1 I 11 / SUBGRADE COMPACTEDTO95% USE 3-10'ODRYWELLS-12 VF EACH 36 VF PROVIDED RIND covEl9s TocRaDE FIN.FLOOR=55.4'I z FN CDR OF MAXIMUM DENSITY APPLICABLE) BEFORE COMMENCING WORK 1�lrtxsLOTTEPcaVER I / 15c, W d ��_ DRAINAGE AREA"B" M AL 1 / I I \ \ \ / / STORAGE REQUIRED 7. ALL UNSUITABLE MATERIALAND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE I II ISkA I / Boaz j/ REPLACE IDSTING / \ \ \ \ \ \ / v [Mao J \ sono GRATE y/ \ / \ \ \ \ \ \ \ \ \ \ \ \ PAVEMENT AREA 28,1785E X 1.00 X 2"112= 4,696 OF WITH TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES OC,LOMAS V / cOVERWRN \ \ \ \ \ \ \ \ \ \ CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE sLOTTEDCOVER / / ROOF AREA 6,141 SF X 1.00 X 2"/12= 1,024 OF SOILS,IN EXCESS OF MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE Q mrvul r /\ \ / 9"BELOW PAVEMENT SUB- / /i LANDSCAPE AREA 27,015 SFX 0.10 X 2"112 = 450 OF T II I Iii ( D \ / GRADE COMPACTED T090% r', 6,170 CF 8. ALL DRAINAGE PIPING MATERIAL TO BE SMOOTH INTERIOR CORRUGATED I I " EXISTING STORAGE PROVIDED: Y1 EXISTINce'mORYWELL ^ \ \ \ \ POLYETHYLENE PIPE AS MANUFACTURED BY ADS OR AN APPROVED EQUAL, DROP REMOVE EXISTING DOME / 3-SO X 4'DEEP DRYWELLS=507 CF INTERCONNECTING DRYWELL PIPE SHALL BE MINIMUM 12"DIAMETER ORAS NOTED O I INLET B AGAD01.e"OX2' w 23-,�.�J �- 2-8'0 X 9'DEEP DRYWELLS CF ® o LEACHING RIG wRHTOP / \ m \/�� / UNDISTURBED I ONPLANS ALL PIPING TO HAVE MINIMUM 2 OF COVER a //\ FINAL BACKFILL \ EARTH 1,266 OF \ I ALLDISTURBED SUB / \ _ 9 DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE \I I I I �LIGt SLOPIL12ED DW 91 DW 85 / / �, a `> / / fi,170 OF- 1,26fi OF=4,904 OF TO BE PLACED IN \ I Ppf STABILI2EDAN0 Q / .... .. )�.;.'..�.';. \ \ w5nNG 3'm DRYWELL SEEDED IMMEDIATELY 70'm DRYWELL ° ELP S4�8' 10'm DRYWELL // \ \ 12-LIFTS CORRUGATED STORAGE REQUIRED: UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AFTER INSTALLATION RIM 53.5 9 RIM 5n.5 ( AREAS,PONDS, DRAINAGE INLETS,ETC THE METHODS AND MATERIALS EMPLOYED 1 co ECT DRYWELLS WITH I j V POLYETHYLENE PIPE BY 4,904 OF 168.42 CF/VF=717 VERTICAL FEET REQUIRED Z TOPR NG 50S OP RING 5I.B //\ LATHE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL 12"OACG PIPE OFDMINAGE 15'OEEP LEACHING RINGS 15'DEEP LEACHING GS / ADS OR APPROVED EgUAL Ln I ) CONFORM TO'THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. .- I \ INV435 ttz"1 1 \ ASPHALT INV 4eS 172ry INV495112'9 DIN-134 STORAGE PROVIDED O m >� \\ j I EL,s1p \ PARKMG ARE -¢- I I j \ RIM AevwELLs / y RIM 54o s• / INITIAL BACKFILL, USE 4-10 0 DRYWELLS-15 VF EACH=60 VF 10. ALL PAVEMENT TO BE REMOVED SHALL BE SAWCUT. ALL NEW PAVEMENT SHALL BE n E \ t \ WELL TOP RING 51.3 \ W-12' USE 1 0 DRYWELL -16 VF EACH =16 VF `J l \ \ \ INSTALLED IN ACCORDANCE WITH APPROVED SITE PLAN. \ 1M DEEP LEACHING RINGS / / ABOVE TOP OF PIPE 76 VF PROVIDED W \ / �'- \ o I � \ \ INV4e.B 112'9 \ \ \ .-• \ 00 'C\ / / SPRINGLINE 11. ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL W ;o \ L � --540 - <0 540 o- «540 j OUTSIDE PIP DRAINAGE REINFORCEMENT TO WITHSTAND AASHTO H-20 TRAFFIC LOADING ALONG WITH --------- Ii D `� '�- aj DIAMETER STORAGE REQUIRED: TEMPERATURE AND SHRINKAGE,TRANSPORT TO THE SITE AND SITE CONDITIONS AS \ YLO PAVEMENTAREA: 2,2958FX1.00X2'112= 383 CF \ \ \ DW-B3 \ SHOWN ON THE PLANS \ \ _ 1lrm DRYWELLS BACKFILL PLACED ALTERNATELY IN \ \ RIM 535 / \ \ 000 0 0 0 0 0 0 6"LIFTS ON BOTH SIDES OF m N \� \ �� \ \ / / / > o a o 0 0 0 0 o PIPE TO SPRINGLINE ELEVATION EXISTING STORAGE PROVIDED \ TOP RING50 \ o o O o 0 0 0 0 \ \ 12. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 P81 CONCRETE 15•DEEP LEACH11 R / / 000° 00000°0000000 / 2-8'0X4'DEEP DRYWELLS=338CF AND SHALL BE DESIGNED,CONSTRUCTED AND INSTALLED TO SUPPORT AASHTO H-20 LO \ 00 00000000000000 \ / TRAFFIC LOADING 383 CF-338CF=45 CF PRE-SHAPED FOUNDATION OR FLAT / .` \/ / \ \/\/ \ / BEDDING(CLASS I,II OR 111)WHERE 13, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES 1---- (° " p FOUNDATION WITH BACKFILL TAMPED \ UNSUITABLE MATERIAL IS STORAGE REQUIRED: DETAILING THE STEEL REINFORCEMENT AND PROVIDE CERTIFICATION BY THE 1 / 70'G DRYWELL ��\ ,//� \ Cl) INTO PIPE HAUNCHES,AT ENCOUNTERED DURING EXCAVATION 45 OF 142.24 CFNF=1.1 VERTICAL FEET REQUIRED PRECAST MANUFACTURER THAT STRUCTURES ARE DESIGNED TO SUPPORT H-20 1 RIM 53.6 " ALL DISTURBED TvO BE (A CONTRACTORS DISCRETION, OD +24"MAX. OF PIPE TRENCHES AS REQUIRED IN TRAFFIC LOADING TOP RING 50.5 STABILIZED AND SEEDED (SEE NOTE BELOW) /1e'DEEP LEACHING RINGS IMMEDLATELYAFFER \ LL NOTES ASTM D2321,LATEST EDITION. STORAGE PROVIDED INV4e.anzry INSTALLATION OF DRAINAGE\ ADD 1 -8'0X2'DEEP LEACHING RING TO EXISTING DRYWELL 14 MANUFACTURERTO CERTIFY THAT DRAINAGE AND SANITARY PRECAST STRUCTURES 1. CLASS I,II,IIPOR IV COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE I / DELIVERED TO THE SITE MEET ALL REQUIREMENTS:OF THE TOWN OF SOUTHAMPTON, ZONES,PER OSCS(UNIFIED SOIL CLASSIFICATION SYSTEM). DRAINAGE AREA°D" SUFFOLK COUNTY DEPARTMENTOF HEALTH SERVIESANDTHE SUFFOLKCOUNTY. I \\ STORAGE REQUIRED: 2. THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING ORA SHEETING .`".s aa�� PAVEMENTAREA. 2,5835E X 100 X 2112= 431 OF I \ \ \�� WALLS ACCORDANCE WITH LATEST OR THE NATURAL ANGLE ROOF AREA: 3,0185E X 100 X 2"112=503 CF WALLS MAYBE CUT BACK TOA 1:1 SLOPE A THE NATURALANGLE OF o REPOSE FOR THE SOIL WHICHEVER IS GREATER AT THE DISCRETION OF THE LANDSCAPEAREA* 1,166SF X0.10 X2'112 = 953 OF --[6&- i I ENGINEER, EXISTING STORAGE PROVIDED: LEGEND EXISTING PROPOSED 1-80 X 4'DEEP DRYWELL=169 OF 3. WHERE PIPE IS INSTALLED WITH LESS THAN 2'OFCOVER,ALL BACKFILL 953 CF-169 CF=784 OF DRYWELL-GRATED INLET (•\ (Jl O 1 I MATERIAL THROUGHOUT THE PIPEZONEISTOBECLASSI MATERIAL. / _ � I 4. WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL STORAGE REQUIRED: SEPTIC TANK \°� o I 784 OF/42.24 CF/VF=186 VERTICAL FEET REQUIRED / 1 0 I EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A 11 11 FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, LEACHING POOL (Jl • TEST HOLE 00. 2 - - - - "STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR STORAGE PROVIDED: 1 1 I USE 5 8.0 DRYWELL-14 VF SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS,"LATEST EDITION;AS ADD 5VF OF RING TO EXISTING DRYWELL 14 VF+5 VF=19VF PROVIDED ROOF DRAIN I AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER,THE TRENCH \ I BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. DRAINAGE PIPE - - - - D_ 1 I I SANITARY SEWER - -S- - S- PIPE TRENCH SECTION J I I CONTOUR - - 54 - - y -- I NTS PROPERTY LINE W 1 1 BELGIAN BLOCK CURB EDGE OF PAVEMENT FLOW ARROW � v GOA oO��I ,/ / CIj BERM II \\ ,,-6Sr�, - I CONTOUR - .- -_-_-_-_- - RAYBALES / / E 1 - - - - - - _----Y--� ORA/NAGEINL (7YPJ SPOT GRADE EL 54P 53.7+ T `__--_-_--_ - � ----------- ----------------- t5'fi(T2Q WI _EBRIIvBERP7 -_ _______-------------------- FLOW FLOW T 059°55'31" W -5T3?9U - - - - -- - - - - - - - - . _ - - - - - , BOUND STRAW BALES SITE PLAN _ 2X2 WOOD 1"=40' SUFFOLK COUNTY STANDARD DRAIN MANHOLE FRAME AND SLOTTED COVER PATTERN No. 1383 AS MANUFACTURED BY STAKES DINGTYPO � � �r r+�• , I, CAMBELL FOUNDRY OR AN APPROVED EQUAL. (DBEETAL)DDING '._ Ay i , FLOW + DEC T 0 2006 PRECAST CHIMNEY FINISHED GRADE STRAW BALE INLET PROTECTION DETAIL 1 LEACHING BASIN NOTES: TWO REBARS,STEEL PICKETS,OR 2°Y2'STAKES DRIVEN 8'TRAFFIC BEARING 1, LEACHING POOLS SHALL BE PRRECAST CONCRETE CEMENT STRUCTURES AS NOTES. /� / 4 VERTICAL _ 1 BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR 2'INTO GROUND.FIRST ` ` FACE TOP SLAB MANUFACTURED BY SUFFOLK PREECAST INC.OR EQUIVALENT. , 24" AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES STAKE DRIVEN AT ANGLE BEDDING DETAIL 2, ALL CONCRETE CEMENT USED,IN THE MANUFACTURING OF PRECAST STRUCTURES SHALL TOWARDS PREVIOUSLY LAID ' DEVELOP A MINIMUM COMPRESSIIVE STRENGTH OF 4,000 P S.I.IN 28 DAYS 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 41NCHES STRAW BALE.DRIVE STAKES 12^O CPEP AND PLACED SO THE BINDINGS ARE HORIZONTAL, FLUSH WITH TOP OF BATF REVISIONS 3. NO TRENCH,PIT OR OTHER EXCAVATION SHALL BE LEFT OPEN OR UNATTENDED " ~ EXCAVATIONS TO BE PROTECTED)WITH FENCES,BARRICADES AND OTHERAPPROVED ,BALES SHALLBE SECURELY RE BARS DRIVEN THROUGANCHORED IN PLACE BY FIRST STAKE M AO STAKES a'COLLRY2. METHODS. ANGLE FIRST STAKE TOWARD WRAP WITH 6 OZ(MIN)NONWOVEN BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE PREVIOUSLY LAID BALE GEOTEXTILE(FILTER FABRIC)MIRAFI 5, INVERT ELEVATIONS MAY BE AIDJUSTED BY THE ENGINEER IN THE FIELD TO MEET FIELD TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH GO CONDITIONS TO AVOID CONFLICT'WITH UTILITIES AS ORDERED BY THE ENGINEER. WITH THE BALE r y 14ON ORAN APPROVED EQUAL. PRECAST DRAINAGE y < Plans are prepared by Condon Engineering,PC ItNevmleM1on oftha New York Ar SHEET PILING AS REQUIRED _ RINGS 6, ALLOW FOUR(4)INCHES FOR FINALADJUSTING OF CASTING. ADEQUATE BEARING WILL BE 4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SH ALL BE Flow '"w Sick,Edmonton law,A61c1e145,Secton 7209,for any parson unless acting under . J_ PROVIDED USING CONCRETE BUOi BRICK AND/OR 1:2 MORTAR MIX, MADE PROMPTLY AS NEEDED. ` '<. ': �. emyromokonofwayfed ProfessionalEngineer, real Olen nginer Land Surveyortoalter - any ikminany way fain item beano,the seal oleo Engineer,Architect,or Land t0g 1'2 EXCAVATE AND BACKFILL3 FEETAROUND U '., 11,. "' SCTM DIST 10005EC OB3 BALK 03 Sumprisallered,the altsring Engineer,Architect,or Lend Surveyor shell alfa to the LEACHING RINGS WITH SUITABLE POROUS "•'' „�',;' , , •, ;�' �� ' , , ; � ': 7. THE CONTRACTOR SHALL PROIVIDE ADEQUATE SHEETING AND SHORING DURING 5 BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS y`� J LOT 4.fi tlemhlvher seal and the nolehon"Altered by followed by hismer signature and the ".wl@g9i MATERIAL AS APPROVED BY THE ENGINEER oF2 TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE GENERAL PUBLIC EXPOSED TO SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE - dak of such elleretions,antla speci5c desaip6on of Ne allera0on, itill z THE HAZARDS OF FALLING AND SILIDING MATERIAL IN CONFORMANCE WITH THE - i � g REQUIREMENTS OFTHE TITLE 29 CODE OF FEDERAL REGULATIONS, PART1926,SAFETYAND CUTCHOGUE BUSINESS CENTER ^ ` y � ac HEALTH REGULATIONS FORCON�TRUCTION(OSHA). ANCHORING DETAIL Scale.As Shown Condon Engineering, P.C. 8595 COX LANE ■V_ 8. BACKFILL AND COMPACTION SMALL BE IN 6"LIFTS. ALL BACKFILL MATERIAL TO BE 1755 Sigsbee Road CUTCHOGUE, NY EXCAVATE A MINIMUM OF INTO VIRGIN STRATA COMPACTED BY JETTING OR 07HIER APPROVED MEANS. Drawn by:JJC OF 6 STRAW BALE DIKE DETAIL STRAW OF SAND AND GRAVEL ORTO BOTTOM OF DRYWELL DRYWELL DETAIL (631)298-1986 (631)298.1986 fax REVISED GRADING & WHICHEVER IS DEEPER NTS Date' 121141200fi www•oondonenginee6ng.com DRAINAGE PLAN STAIR UP TO . Li U ' CEILING 2NDFLOOR , .FOYfiR. COM70 ,FOYER NEW 3HOUR FIRE RATED 2 NEW 2 HOU R F IRE RATED' • ' WALL TO ROOF(TYP) 2 WALL TOCEILING LAILE) PI' RATED FIRE (SEE WALL DETAILS) NEW 3 WALLTO OOP(TR FIRE P) UNII WAREHOUSE ' OFFICE , , SEE,WALLDETAILS) RATED DOOR � WALL TO ROOF(TYPJ �' STAIR UP TO F (SEE WALL DETAILS) 1S.F.WAREHOUSE I STORAGE L AFLOOR UNITS 9a 10 U IT M5 Z�K 2LLL fi33,F. 24'0C FOO E881NG = UNIT 184 UNIT 43 UNIT ei ( 3 ,1275.F.FOOD PROCESSING 1.BB89.F.FOOD PROCESSING �,976'S.R..AUTO DETAILIN066FFIl �g86 OFFlCE PATH 2 2 HOURRATED CEILING FOR AL L HNO N� 2 4 ARE ASLob ATED IINCER OCCUPIED AREAS NEW 3 HOUR FIRE RATED 6 1 SEE DE IS TAIL) - WALL TO ROOF(TYP,) 0 NEW 3 HOUR FIRE RATED (SEE WALL DETAILS) 1 Studs 26MS Calvanizshapedl, Stu In widacro by for 4 Inn. cc.Stud to 6 In be back less stran spcime legs Fabnmled frau No AFFICE . 26 MSG galvanized steel Stud spacing 16 or 241n,oc.Studs lobe cNiin lasslhanas�nhle height WALL To ROOFWALL DETAILS)ILS)) NEW 2HOUR FIRE RATED' CL 9Et POWpGR, (SEE WALLDETAILS) 2. Floor antl Calllin Runners-Channel-shed runners,l-m8"wide Hf/4" g (SEF'AAUUbEfAILS) steel Allechedto floor and calling with faslenarsspecad24in Comes. ' 'WPLI.TOCEICING(TYP,) � � A p W - deep,fsbrlmtedfian No 25 MSG galvanized UP 1, 3. Belts and Blankets'-(optional)-Mineral wool Insulator perhellycr completely filling studoevdy 3 HOUR 4 Wallboard,Gypsum'-Two layers o[314 In thick,4 A wide applied to each sista ofthedeel studs, Innerlayerstom 'RATED DOOR appliedvedjcally with punts centered over studs and staggered on apposilesldesof di Outer sparebeappllei STORAGE UP horizontally with vertical butt joints staggered from Inner layer Joints orvemoaltywin joints centered overall and . . � � staggered on appcelle sides ofstuds M Inner layer secured wllh t-1/41n long Type S self-drlllmg,elf-Iapphig steel screxsspaccot OC along the perlmaler andlnthefield Outer layer,when secured horizontally,semredwgh2114in lug Type 3 self mlling,atf-tapping steel U " 2HOUR RATED,CEILINGFORALL CEILING . screws spaced 241n 00 along the parlmeler and in the field along the hortrndal jell ofiho Werloff,1-12 in lag AREAS LOCATED UNDER OCCUPIED AREAS Type G mlf-brlllmg,self-tapping steel screws to be applied red"hetweenthestuds(24 In CC)and 1 In.tram the (6EE OETAIS, o N EW 2 HOUR FIRE RATED longitudinal Joint. Outer layer,when secured vetlmally,secured wflh 2-1/4 In lag Typo SselFdllling.self-IalAing sled WALL TO'CELUNG'(TYP) screws spaced 24 jn CC along the perimeter am in the fall '(SEE'WALL' oo DETAILS) ' 'NEW 2 ODOR FIRE RATE, WALL TO g6j,1 D(TYP.), � 5, Joint Tape and Compound-Vinyl or oaeeln,dry or premixed fork=pound applied In huts mals to joints and seem 2HOURFIRE (SEE WALL DETAILS' heads Paper laps 2In wide,embedded In first layer oforempondoxer all joints 'RATED DOOR' NEW 3 HOUR FIRE RATED UNIT#1 ' Bearing the UL Classification Merkng WALL TO ROOF(TYP) 3 HOUR WALL DETAIL 2H0URRATEOCE INGFORALLOQUNG LS) OFFICE ABOVE WALL DETAI AREAS LOCATED ILI DER OCCUPIED AREAS. . . (SE ETAIL) UNIT 182 y, . . . . . . . . . . . . 9.F.OFFICE (DESIGN NO 0435) 4,168 ,F.OFFICE, 78 .EOFFIOE. POWDER ❑ ❑ ^vPowuER Pwmu POWDER ❑ i�� Q�L � POWDER 4 332/"Aill �sf �✓ FIRST FLOOR PLAN 332 16, EXISTING IT 560EXISTING 314"TBG FLOORING /rte, //5 _ FLOOR.VJISTB 3 fi 1 L EXISTING 518'GYPSUM EXISTING 68" 1�2" GYPNEW 5/8"GYPSUM REMAIN 2 NEW In/W GYPSUM fi OPE TO BELOW END JOINT DETAIL NEW:Fl� _ - 1. Finish Flooring-4 by Bg by min 6/8In.thick T 6 G wood structural panels,min grade'Underlaymerd"o"Srgle-Flhci Inslalledparyerdculer lothelostswjth andjolnls L WALL centered over the top oNhe joists antl staggered A314 m thick or thicker perllle,vermlcullte or gypsum concrete"led over the panels,if dashed(SEE N 0 SUN TeiI 1A, Alternate Finish Floor Mineral and Fiber Seal Sizes ranging from 311 by411 lo89 byl2g,bymin i2jnlhlck Alllolnlsloheslagigeredamin oH2111,CCwgh 0 T UNIT 115 L E L OPEN TO BELOW adjacent seh-flmr jhlnls OPENTO BELOYy Subheathin 7.n by 61n T d G fastened o tl trengt ly to joists, el lobe pe thick plywood or with in.is staggered gtlerledslmntlboard(OSB)wood structural panels,min grade"GD" or"Sheathing". Face grain of plywood or strength awls of panel lobeperpandculertololstswlih tants stagAeretl. 10I.L."6 - 2 Structural Wood Mambere-Min 9-121n deep"I'-shaped joists spaced at a max of 192 it cc.min feet hearing on marligplatesshell be 1-3?41n Jdslssecurmtom. Poe a.F.OFFICE T ) bearing plates with Iwo Odor 10d nails el each antl Hales may be cut In the web of the jests In earoNance win the manuTadurefs installation InstrWlaa 2HOUR'FIRE RATED'OOOR OPEN TO BELOW 3, Wallboard Gymum'-Three layers ol In thick by 4 R wide sheets ofwellmard Top layer boards lneslled with the long dm perpendicular to jolsts(or truss) Bogan two layers of hoaNlndelled perpendicular to furring channels(Ilam 4), Top layer boards attached to bottom chard of joists(or trusses)with 1-618 in long Type 5 bugle head mrewswgh hNotlzoads. Wallboard end joints ce flared on bNtom DN chordofloists End joints In adjacent rows of board shall be staggered den solaced jasls. Spacing of screws attaching the lop layer of boards to joles shall not exceed B In,CC. At side joints ofwallbmrd the screws shall be haled 1-12 into 21n tram the board 2 HOUR FIRE \ UNIT X4 7 U�N-'[� side edges while at and joints the screws shell be located 314 in from the chord ends, RATED DOOR OPEN TO BELOW OPEN TO BELOW The end joints In the middle and face layer hoards shall be centered on the furring or reallienl channels Themidde laye-wallmandstrall he summers loeach furring or resilient channel with 1 or 1-1/41n.long Type 5 screws with hl-lo threads spaced a max B In.oC and lolled from 1-121o21n Fran theboarck lido ed3es,eME1010 3'4In ® UPPERFOYER from the beards'ends The face layer wallboard shall he attached to each furring or resllleM denied through lhemidde layer wallh0erdwlih 1-66a 1-7118 in long"S 264 Sul screws with itio threads, The screws shall be spaced a max of8In.00 and located similarly to the screws In the middle layer board satrae to the sides and adds drihe Q 2 HOUR FIRE boards.End joints am side joints of the face layer boards shell be staggered a min of 161n,from the Jolntslethe middle ager. If and jolnls ofthefece layer boards are not RATED DOOR centered on the furring channels,the and of boards at the and joint shell be attached to the middle layarbmrdswllh H l2 in long TypaG screws spaced Bln OC and 1-12 InframtheentllolnL All screws shall be driven no further then gush with the fawafinebesrds morder nun lodmmegethemre ofthe hoards. 4 Furring Channels-Reslllent.furring channels,1121n,deeper Invaded net type furring channels,7r8In,major frmadicmin.0019 in thick(26gaugal galvsteel,Installed NEW 2 HOUR FIRE RATED parpandculer to elrudael members Channels spaced a meN of 761n OC and attached loeach last with 1-716In long TYPm 5 stews with h4101hreeel . WALLTO ROOF(TYP) (S EE WALL DETAILS) 6 Scree Wallboard-Type G,holo thread,self-drilling and self-lapping,bugle head steel spews and Type G wallboard comes shall mast ASTM,0102 a ASTM 0954 Standards U NITeo 6 Finishing System-(mol shown)-Paper tape embedded In joint compound over face layer joints with oridol of compound feathered out and isp0redscrew,heads osleed 1JIEB S.F.OFFICE NEW 2 HOUR FIRE RATED �, wllh compound.As an alternate,nom 31321n thick veneer plaster may hs brother to the on ire surface ofgypson walbcerd WALL TO ROOF(TYP) 1,1P49.FFO E UNITI (SEE WALL DETAILS) NEW 3 HOUR FIRE RATED 3113 S.F.led led slfim OFFICE " Bearing the UL Claslion Marking WALL TO ROOF(TYP) SEE WALL DETAILS) „NITA, 2 HOUR CEILINGDETAIL. ON STORAGE:250 S.F. (DESIGN NO.LOSE) 3 HOUR FIRE RATEDDOOR PLATFORM O i• Dot� , I T'?+ A " 4l",r Lw' f SECOND FLOOR 1 MEZZANINE PLAN Nates l_ •��� 1 Referlojhe Fire Resistance-Volume l Dnecloryhylho UndawNers Lmenjay for d ud eddltlonel mfannellon EXISTING FIBERGLASS2XBSTUDS 2. Contractor may selec le materials indicated abovewgh the approval oflheenglneer RE SIGNS 16" 2X6STUD5 INSULATION 16" FIRESTOPPE FIRE STOPPED 3. Existing Interior wall andfimrlrg modules crowded by the bullring owner. V EXISTING METAL y MORTON WALL I If # # r 3 1 4 2 Plans are prepared by Condon Engineering,P.C. It isavlolefionofthe New York Slide Edumem Low,Adds 145,Section 7209,for any person ounces schng underr, -y Be 3 1 4 2 1. Nell heeds-Exposed or coveredwlthfom finisher the dreckdndfa lLcenesel Professional Engineer,Architect,or Lend Surveyor,to eller 1. Nail heads-Exposed or covered with jolt finisher pnydeminanyway, lfen dem bearing the seal of an Engineer,Architect,or Land 51�a• 2. Joints-Exposed or covered with fiber tape and joint finisher. Sunreyar Is altered,the altering Engineer,Architect,or Lend Surveyor shell aft to the 2 Joints-Exposed or covered with fiber tape and joint gnisher S.C.T.M DIST. 10005EC 083BLH.03LOT46 Item his seal and the notation"Alleredby'followed by blamer exposure and the 3, fid cement costed calls 1-710"long,00915 shank dem,1/4'dim heads,al camanl maledoalls2-31B"long,0.1 H3shenk clam, date capon alterations,and a specific desoiphdn drive alleetion. 3 Ed demand meted Falls 2-718"long,00915 shank dlam,114"core hearts,end Bd cement mated nals330long,0113shankdam, 952"dim heads, 9132"diamhands, CUTCHOGUEBUSINESSCENTER 1 4 Wallboard,Gypsum- rlayerthick,two layersapplied war Inner horizlayer with ially ththe -318 lty Inals5 retl[roe Vejudswlihslocat1B°lag Condon Engineering P.C. 4 Wallboard,Gypsum-61B'Ihlck,two layers applied either horizontally or vertically. Inner layrer edechedlootudswdh the l-7R"long tells nails specetl 6°on Outer layer ellechetltc studs over Inner layer with the 2-31S'IenA nellsspareOB'oc,Vertical joints located over Scale: 118"=1'-0' � 8595 COX LANE � spaced 6"c,c, Outer layer attached to clubs over inner layer with the 2-31a"long nails stead 8"Cc.Venlcal 10115 ladled over studs All studs. All joints In face layers staggered with joints In base layers Joints of each base layer offed with lams ofGase layer on cirrhotic joints in face layers staggered with joints In been layers, Joints of man base layer hgeet wgh jrelms of pace layer on comets add, slop, 1755 Slgabee Road CUTCHOGUE, NY 11935 Drawn by.JJC Mal New York 11952 �F 2 HOUR WALL DETAIL 2 HOUR WALL DETAIL (631)298.1986 (631)298-1986 fax (DESIGN NO 0301) Date: 1111212006 www.condonenginearing.com FIRE PROOFING PLAN PL L zv-'�:i 11 BMW o a1111ooi4 t 0 0 0 UNIT#7 UNIT#8 UNR#4 UNIT#3 UNIT#2 UNIT#1 r_L_____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ _J L Front Elevation na �n ' DEC 15 2006 1 ! ❑ + MECHANICAL ROOM UNIT#1 + _______ Left Side Elevation nRight Side Elevation Scale: l/B"=tLJ '-0" m m Revisions Date Initials Comments 0 0 ® © ® ® THE CUTCHOGUE BUSINESS CENTER ® ®• 8595A COX LANE - SOUTHOLD, NEW YORK EXISTING ELEVATIONS UNIT 1Ki C ONEnIRW WR UNIT#4 UNIT#5 UNIT#5 unnsw+erononewe UNIT#6 -------------------------------------------------------------------------------------------------------- ------------ r-i------------UNIT#1---------------------------------- UNR#2 ---------------------------------------------------------- ------------------------------------- ------------- - ---J LAND PLANNING SERVICES, INC. `------------------------------------------------------------------------ ------------------------------------------------ -- 8595A Cox Lane-Unit#7 CutdWue, New Yodc 11935.1124 Ph: 631.734.4036 Fax:631.734.4030 Email:dhLPS@optonline.net Rear Elevation Protea:nfrinc:SP-CBC Approved By: Figure No: S c a I e- 1/8"=1'-D' Dwigned By. A Dale: 06130104 C-1 30 Drawn By. JBM Scaie: 1/8"= 1'-0" 1 ,j} _ r w a' y f t _ _ F r �a f k N a { S 2006 ■ 2 ■ 5 j r, 2006 1- 2 15 d�; 'ati4 s� 11�iy 04 $pct # * + r Ide � y i i Y g 2006 - 12 I ` �. ,, _.. .. _ _,.... : ., x,. ... . .._ _ _ . �.', ` �� '�' � �., ; ,, - � , _ * � 3 r � r r 2006 1 2 1 5 2006 1- 2 15 r ea' :`� C ,� •, a r ky= (. !, it { - - b '. t a r' �'j♦ .:,1 '/;. A#at e� ." F TIE, ra`^1!'c` '. �:� .1. � .. V u� 3 � ' p � ^�a4'a a. a �,TS{ .- �' r�f e rrd - ,� •�- .! !' ".� /'- - :� y . k„� " �a"s4 � - // p rte- •:f�+ �, ��,g�� � i' �Z�• }5% Ig away` witty , ; ,� ` - .ya- - ' �a h��, t . . e �,-l� Y'. .�• #' P 0•; • _ �''�`', �.. .;'�-. _ , - � i t P �� f' S� tmM: - e. " r n �rr �`� :j.' ar, t'S} • t °{ �/'k: S _`.0 � - �` _ � T< - t 2006 12 15 . t ._. � _.3.� � � _ ¢.�fi`�"� _tea.-a: _ ..� _.'. _ . . •<:: � � :� - ' :;r - a � � ��. t i � .��' ; ,. ��� � -� -s •,�°s`, « a.. . - '`�! t �!`; - - FT ; t_ i .rr �Rp .���~r �._� t+� .� a"_ ��: .i F,_. rrz` _ � 7' b j4._. _ y. .-"u _- �` � . . � - � ` � - �� \ _- - �f � / \ � , w � � - . � : w�2• a � . . . � _ 2006 ] 2 15