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Home My WebLink About1000-143.-2-1 SI* te Plans Issued for: Site Plan Review • Proposed Pharmac Date Issued: January 19, 2004 Latest Issue: June 18, 2004 Block 2 , Lots 1 , 25 4 , 27 . 1 , 28 , 29 , 30 o � C E ° E Mattituck, Town of Southold, Suffolk County, NY JUN 2 2004 Southold jowl Planning Board n 1perty Informatio fill No. Drawing Title Latest Issue Owners: Mat < e � Robert Chiapetta Mattituck Bowl Inc. C-1 Legend and General Notes 6/18/04 r (Lot 4) (Lots 2 289 2 s —, C-2 Layout and Materials Plan 6/18/04 a , rr,, :- 126 Brewster Road 126 Brewster Road !�\ . ' Massapequa, l Y 11758 Massapequa, NY 11758 C-3 Grading and Drainage Plan 6/18/04 site/ Water ��r / ty 1 � Mattituck Rtaity Assoc. (Lot 27.1) Northfork Properties Inc., LLC C-4 Utility Plan 6/18/04 � +� h, -�:` Fr �\ 1 (Lot 27.1) ( ) � �J _ . C-5 Soil Erosion and Sediment Control Plan 6/18/04 0�/ � ry aim \""�`k �\ . Lots 1, 30 ' '� srbr'r126 BrewsterRoad 2315 Pine Tree Road C-6 Landscape Plan 6/18/04 °a,. �\ \` Rei /, � ' °� "v� \ \ Massapequa,NY 11758 Cutchogue, NY 11935 C-7 Site Details 1 6/18/04 ��°`\ '::.: Applicant C-8 Site Details 2 6/18/04 Laker Development Group, LLC etarans B. C-9 Existing Conditions Plan 3/18/04 �k District Park 290 Elwood Davis Road, Suite 270 vbn of Souttiol \ "\ ` \ �`•;% Liverpool, NY 13088 Reference Drawings Site Location Map T 0 10M 2000 Feat (518) 306-3747 (P) - (212) 401 -4759 (F) SE-1 Photometric Plan 6/18/04 RI-1 Roadway Improvement Plan & Details 6/18/04 . Utilities Water Natural Gas Suffolk County Water Authority Keyspan Energy 624 Riverhead Road 175 East Old Country :Road 'I FII'ONOLRs1ONEU,POR9UANT TO SOlfrioLO'IOWN COOP.ff1O"NN APPItO{n/.S,3GrOORDti-T. i M THEE MOUMON OF APPROVALIOAI I �,-j„P,�ARE ACCEPT (SEE COMMONS ON oMOLMON) Westhampton Beach, NY 11978 Hicksville, NY 11801 Pr TNANM 1�' �I s Electric Vfii011l?.Ei uR]IiJd iIRH ___—_ ,, r,r Long Island Power Authority TOWN Cl'SOli1TVJL 'P1„iMTI1GCi BO&rr<.D � .GW� a,neruerrelasn�31,615� 333 Earle Ovington Blvd ALITt Rt t?O_:GIJdIl1IU3 TITEE__ An. NO•f➢ :'fl'is approved sits development plan 91011 Ile a;^7ill for Uniondale, NY 11553 a pe:-icl..1 oft.Irce (3+years Dorn ilia date of appxval as per z � d o U p' m .5 It111o11Nlll O p •� O````P'�� fly/ N c v C Vanasse Hangen Brustlin, Inc. �-.,, � ,?.�^�� 0 Engineering & Surveying, P.C. 1 ; J��\ e S 301 Nott Street Michael W.J=gltaoa NY Pmfessionol Englneer Schenectady, NY 12305 No.072072 -� I) y I L� _ n p P: 518-370-8602 F: 518-370-8606 I � L.\25085\cod\Id\plarset\25085_LEG.dwg Legend Notes: Adjoining Land Owners Within 500' of Site Exist. Prop. Exist. Prop. General Erosion Control Michael J & Jean E. Vitale Northfork Properties CONCRETE PAVEMENT 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE 225 Marlene Lane 126 Brewster Road 1. CONTRACTOR SHALL NOTIFY "DIG-SAFELY NEW YORK" (1-800-962-7962) AT LEAST 48 HOURS BEFORE EXCAVATING. AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS Mattituck, NY 11952 Massapequa, NY 11758 ---- PROPERTY ONE 0 HEAVY DUTY PAVEMENT 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. i^��A RIPRAP ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. Rose Marlekurone Robert A. Calla Engineering & Surveying, P.C. PROJECT OMIT LINE ('-_Lr Y-tr.-11 2 INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT THEREFROM ON A WEEKLY 305 Marlene Lane New Suffolk Ave 0 o CONSTRUCTION ENTRANCE 3.' HANDICAP ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF SEDIMENTS IN AN Mattituck, NY 11952 Mattituck, NY 11952 Transportation RIGHT-OF-WAY/PROPERTY ONE CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABWTIES ACT AND WITH STALE AND LOCAL LAWS AND UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS. Land Development - - - ns it 2Tu To OP OF CURB ELEVATION REGULATIONS EASEMENT REGULATIONS (WHICHEVER ARE MORE STRINGENT). Llsolette U. Unst Robert Chiapett❑ T 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION P.O. Box 1436 126 Brewster Road Environmental Services BUILDING SETBACK ,, ur 1, zs e5 ED BOTTOM OF CURB ELEVATION 4. AREAS (DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES (BUILDINGS, PAVEMENTS, SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY Mattituck, NY 11952 Massapequa, NY 11758 10100 10+00 BASELINE WALKS, ETC.) SHALL RECEIVE SIX INCHES LOAM AND SEED. WATER, WIND, OR DIRECT DEPOSIT. 301 Nott Street 1, r 13Z75 SPOT ELEVATION 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM EARTHWORK OPERATIONS Arnold A & WF Urist Thomas E & Marogret Noone Schenectady,NY 12305 -- - CONSTRUCTION LAYOUT 450 try, 450 rax 4 CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED 400 Marlene Lane 6 Forbell Lane 518 370 8602 a FAX 518 370 8606 nos be M.5 sw TOP & BOTTOM OF WALL ELEVATION REQUIRED UP TO SUBGRADE ELEVATIONS. FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT ----- ----- ZONING LINE ! , EROSION. Mattituck, NY 11952 Norwalk, CT 06850 -msµ" Ii BORING LOCATION 6. WORK THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE --- TOWN UNE RIGHTS-OF-WAY SHALL CONFORMM TO TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS STANDARD 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER„ CONTRACTOR Allen E Richards Marie Rambo Owners: Gny 0 TEST PIT LOCATION SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM 22-36 36th Street 225 Sigsbee Road ) ,,,a, Mw 9 Robert Chiapetta (Lot 4 LIMIT OF DISTURBANCE a:J O MONITORING WELL 7,r UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND ENTIRE DRAINAGE AND SEWER SYSTEMS. Astoria, NY 11105 Mattituck, NY 11952 Northfork Bowl Inc. (Lots 2, 28, 29) OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, WETLAND ONE WITH FLAG IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS. SIDEWALKS, AND FLOODPLAIN �r"E' 12.0 Demolition Richard & WF ZOhra David F. & WE Haas Mattituck Realty Associates (Lot 27.1) —UD DD— DRAIN AIN FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS. 23 Wood Avenue P 0 Box 41B Northfork Properties Inc.,LLC (Lots 1, 30) - - DRAIN 1. THE CONTRACTOR TO REMOVE AND TO DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE Albertson, NY 11507 Mattituck, NY 11952 6'RD-+ S. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. UNIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY "! BORDERING LAND SUBJECT TO FLOODING ----U IrL1 - ROOF DRAIN POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF Town of Southold Jean er Ble l IrL 12"S 9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED EXISTING UTILITIES, FOUNDATIONS, AND UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING 9 Applicant: "Z WETLAND BUFFER ZONE SEWER BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. FOOTPRINT AND TEN FEET BEYOND AND BENEATH PROPOSED EXTERIOR COLUMNS, PER DRAWINGS AND 53095 Main Road 180 Horton Avenue Laker Development Group,LLC �wz NO DISTURB ZONE -r'H'N— —DHW— OVERHEAD WIRE 10, IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING SPECIFICATIONS. Southold, NY 11971 Valley Stream, NY 11581 —6"w— —6'W— WATER EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, Victor & Marian F. Ales Charles A. & Debra Timpone 300'RA 200' RIVERFRONT AREA SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND STATE, AND INDIVIDUAL UTILITY COMPANIES STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR 329 Forest Road P.O. Box 155 ----4"IT'=--- —4'FP— FIRE PROTECTION SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. Douglas, NY Laurel, NY 11948 GRAVEL ROAD —2"DW— DOMESTIC WATER 11, CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPUCABLE FEDERAL, STATE, Env CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. AND LOCAL REGULATIONS, ORDINANCES, AND STATUTES. Voleriano & Patrycla Azzara Eileen Flaherty EDGE OF PAVEMENT -- ;v-I— c— GAS 38 Old Mill Road 227 East 66th Street _ Dr_ Rc BITUMINOUS CURB uut— —UGE— UNDERGROUND ELECTRIC 12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO Existing Conditions Information Merrick, NY 11566 New York, NY 10125 OWNER. CONCRETE CURB -.—T —T TELEPHONE 1. BASE PLAN - THE PROPERTY ONES SHOWN WERE TAKEN FROM PLANS AND SURVEYS PREPARED BY Diana Nolan Gunther Larry & Catherine M. Lent! 13." CONTRACTOR SHALL CONTROL ATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SIZE PECONIC SURVEYORS ENTITLED `PLAN OF PROPERTY AT MATTITUCK, TOWN OF SOUTHOLD, SUFFOLK CO., P.O. Box 654 1435 Park Avenue CCB CAPE COD BERM —rp --- —FA— FIRE ALARM AREAS, AND SHALL BE RESPONSSIBLEIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. NY" DATED MARCH 20, 1996 AND "SURVEY FOR NORTH FORK BOWL, INC, AT MATIITUCK, TOWN OF Mattituck, NY 11952 Mattituck, NY 11952 CG CURB AND GUTTER —CATV— CABLE N SOUTHOLD. SUFFOLK CO., NY DATED DECEMBER 1, 1995. THE TOPOGRAPHY AND EXISTING (PHYSICAL Ecc Layout and Materials FEATURES ARE BASED ON AN ACTUAL FIELD SURVEY PERFORMED BY VANASSE HANGEN BRIUSTUN, INC. John C. & Frances Zlambrad John R. Feeney _cc EXTRUDED CONCRETE CURB ON MAY 6 AND OCTOBER 8, 2003. - fill ® CATCH BASIN 550 Marlene Lane 495 Sigsbee Road c_ MCC MONOLITHIC CONCRETE CURB 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF PAVEMENT y, TOPOGRAPHY - ELEVATIONS ARE BASED ON NAND 1988 DATUM. Mattituck, NY 11952 Mattituck, NY 11952 Wo � ® DOUBLE CATCH BASIN MARKINGS, UNLESS OTHERWISE NOTED. Pr PCD PRECAST CONC. CURB GUTTER INLET 2. CURB RADII ARE THREE FEET UNLESS OTHERWISE NOTED. 3. GEOTECHNICAL DATA INCLUDING TEST PIT AND BORING LOCATIONS AND ELEVATIONS WERE OBTAINED Timothy J McGowan John H. Stepnoskl SLOPED GRAN. tiCL_ sr.F ®EDGING FROM GOLDER ASSOCIATES, INC. ON DECEMBER 10, 2003. 555 Marlene Lane 21 7th Street vrc vcc '1) • DRAIN MANHOLE 3, CURBING SHALL BE PRECAST CONCRETE CURBING (PCC) WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE PLANS. Mattituck, NY 11952 Jamesport, NY 11947 TYPE � - - PERT. GRAN. T =lU=' ® TRENCH DRAIN OMIT OF CURB Y 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING, INCLUDING Arthur W. & Doris L Aiello Ronald J Mayer E PLUG OR CAP SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, 11 Fine Tree Road P.O. Box 2029 ----- SAWCUT a°� DO CLEANOUT LOADING DOCKS, BOLLARDS, ETC. Hun'ington, NY 11743 Water MITI, NY 11976 �, Do- ► FLARED ENO SECTION 5. PROPOSED GRANITE BOUNDS AND ANY EXISTING PROPERTY ONE MONUMENTATION DISTURBED DURING CONSTRUCTION BUILDING SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. Grecory C. Dickerson Herbert A. Gunther I HEADWALL 786 Marlene Lane 805 Donna Drive �EN BUILDING ENTRANCE Mattituck, NY 11952 Mattituck, NY 11952 �D LOADING DOCK J • SEWER MANHOLE Utilities Rose M Carty Arnold A Bocksel BOLLARD ,-CS OS CURB STOP & BOX 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE Mn0ttl Bo I:, N'1 11952 78 Miller BY d 11773 D �p DUMPSTER PAD a� w� - OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. O WATER VALVE & BOX . THE UTOUTY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA Ronald H Wood Frank Jr. & Nancy Todnck SIGN ssv CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE y TAPPING SLEEVE, VALVE & BOX PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION THE 412 Rte 365 685 Sigsbee Road s DOUBLE SIGN - ,. y1 CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF Remser. NY 13438 Mattituck, NY 11952 nu SIAMESE CONNECTION CONNECTIONS TO EXISTING UTILITIES. mu ---�- 'a STEEL GUARDRAIL FIRE HYDRANT 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM Robert & WF Diesenberg Doreen Sidor req&l °WM WATER METER THOSE 'SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF 2811 Berth Terrace 730 Sigsbee Road .---- WOOD GUARDRAIL PIV Piv THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION Annapols, MD 21401 Mattituck, NY 11952 ai POST INDICATOR VALVE FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFUCT AND CONTRACTOR'S ur1 ® WATER WFll FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL Wood HII Pines Corp. Stanley C, & WE Mlckaliger -- --- -_ - - - - PATH .- PAYMEti WHICH OTHERWISE MAYBE WARRANTED TO RESOLVE THE CONFLICT. 412 Rt: 365 P.O Box 993 .(`!'V'V-Tr1 TREE LINE cJ GAS GALE 3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE Remser, NY 13438 Mattituck, NY 11952 GM GRADING AND UTIUTY PLANS. Nicholls F. Deegan Gary Amick Patricia Heath ---� x- WIRE FENCE o'' GAS METER RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL 855 Marlene Lane P 0 Box 17 FENCE5 SFr •Eux ELECTRIC MANHOLE BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: Mattibck, NY 11952 Hartsdale, NY 10530 - ---o- STOCKADE FENCE Lei E1.1 • PAVEMENTS, CONCRETE SURFACES, AND ALL SURFACE TYPES ALONG ACCESSIBLE ROUTES - FLUSH Bart)ora Schwarz Jahn P. & WE 4 REVISIONS PER NYSDOT COMMENTS /18/04 Toner 3 REVISIONS PER NYBaGT COMMENTS 5/18/04 STONE WALL r' ° ELECTRIC METER WFIH FINISH GRADES. 203A 251 wl, N Road Brooklyn, Windsor NY Place acn,ims cw Toxx aP somxow aMUExrs */VOa T RETAINING WALL ¢ # LIGHT POLE • LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS - ONE INCH ABOVE SURROUNDING SayMlle, NY 11782 Brooklyn, NY 11242 AREA AND TAPER EARTH TO THE RIM ELEVATION. 1L. REVISIONS PER CVS COMMENTS 3/18/04 ---- STREAM / POND / WATER COURSE (Ui •TMN TELEPHONE MANHOLE Robert & Susan MacLellan Mary Lou Barringer Daae kppvd • -- ---- 4. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL P.O. Box 1119 910 Sigsbee Road DETENTION BASIN (] D TRANSFORMER PAD BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY Mattituck, NY 11952 Mattituck, NY 11952 pes1gned br DMC or°w„ 5v DMC cbeekea 5r MWJ i +a- iE HAY BALES (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER -r,- • UTILITY POLE AND ARCHITECT. Edward L & WE Herrmann JCAD ebeexea by DMC aper°.ea by MWJ SILT FENCE Joseph & Constance Moreno �- �- GUY POLE 5. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE P.OP0 Box 1166 990 Sigsbee Road sCOiB None °o9e 1/19/04 RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM, AND ANY OTHER Mattituck, NY 11952 Mattituck, NY 11952 Pr°1e°t Tai. ----- ---- —4— MINOR CONTOUR 1 GUY WIRE & ANCHOR PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES COMPANY. - --20- - —20— MAJOR CONTOUR oiH off HAND HOLE 6. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN: Joseph Miecnikowski Leroy Collins Proposed Retail Developement 1065 Marlene Lane 9395 Main Road Pit P6 (id) 81 PARKING COUNT ° o PULL BOX WATER PIPES SHALL BE CONSTRUCTED OF CEMENT UNED DUCTILE IRON PIPE Mattituck, NY 11952 Mattituck, NY 11952 Block 2, Lots 1, 2, 4, 27.1, 28-30 CID COMPACT PARKING STALLS Matehllne • SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE (PVC) SEWER PIPE Dale M. & WE Bergen Keila Farms LLC MATCHUNE P 0 Box 1406 30 Eastgate Drive Mattituekjown of Southold _ on DYL SL DOUBLE YELLOW LINE STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE (RCP) Mattituck, NY 11952 Huntington, NY 11743 Suffolk Co., New York —L'L STOP LINE 7." SITE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR FOR FURNISHING AND INSTALLING REQUIRED SITE III IIIIIIII III II ELECTRICAL ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, CONCRETE PADS, ETC. AND Anthony 3175 Rte.. Anlongeorgi Junius 48 100 Beekman 12L Street WF Hubbard ieeuea for CROSSWALK SHALL COORDINATE LOCATION OF AND PROVIDE EXCAVATION AND BACKFILL FOR THESE ITEMS AS REQUIRED FOR A COMPLETE AND FUNCTIONAL SYSTEM. Mattituck, NY 11952 New York, NY 10159 ACCESSIBLE CURB RAMP HANDICAP PARKING 8. SITE CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S James J. Kreh Ange & Ano Bourisqu of Site Plan RaV1eW REQUIREMENTS. P.O. Box 125 100 Beekman Street ,4 Ilk VAN-ACCESSIBLE HANDICAP PARKINGClermont, FL 34711 New York, NY 10159 Ar vm 9. .ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4" MIN.) SHALL BE DETERMINED BY THE MANUFACTURER Not Approved for Construction BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS. Warex Term trios Corp. CPT Red's Marine Soles Dr°wi°y mi° 1 South Water Street 605 Bayshore Road Newburgh, NY 12550 Greenport, NY 11944 Abbreviations Legend and Alan A. Cardinale Eidal Corp P.O. Box 77 P.O. Box 1404 General Notes General U Mattituck, NY 11952 Mattituck, NY 11952 ABAN ABANDON ELEV ELEVATION NIC NOT IN CONTRACT CB CATCH BASIN PVC POLYVINYLCHLORIDE PIPE Roy C. & Robert Schoen hoar Antonia Burriesci ACR ACCESSIBLE CURB RAMP EXIST EXISTING NTS NOT TO SCALE CO CLEANOUT RCP REINFORCED CONCRETE PIPE 330 Eastwood Drive 8 Pineview Lane AN ADJUST FDN FOUNDATION PERF PERFORATED DCB DOUBLE CATCH BASIN R= RIM ELEVATION Cutchogue, NY 11935 Hampton Bays, NY 11945 APPROX APPROXIMATE FE FIRST FLOOR ELEVATION PROP PROPOSED DW DRYWELL SMH SEWER MANHOLE Jody Pumillo Walter B. & Ruth H. Koch `,`4pA OF N 44j xb� Drawing Number BIT BITUMINOUS GRAN GRANITE RET RETAIN COND CONDUIT TSV TAPPING SLEEVE, VALVE AND BOX Pat Lane P.O. Box 225 ,�P<tf�i' Mattituck, NY 11952 Laurel, NY 11948 BS BOTTOM OF SLOPE GID GRADE TO DRAIN R&D REMOVE AND DISPOSE DI DUCTILE IRON PIPE UP UTIUTY POLE ? y; QF'\" ✓G-'•�' ,- �-y_ 1 5 # o Imo' BWIL BROKEN WHITE LANE LINE LA LANDSCAPE AREA R&R REMOVE AND RESET HDPE HIGH DENSITY POLYETHYYLENE PIPE Rob Roy Realty - i /`/' P 0 Box 124 39 ` yr COMIC CONCRETE LOD LIMIT OF DISTURBANCE SWEL SOLID WHITE EDGE LINE HYD HYDRANT Mattituck, NY 11952 ` O DYCL DOUBLE YELLOW CENTER LINE MAX MAXIMUM SWILL SOLID WHITE LANE LINE INV INVERT ELEVATION Shee1 °1 NOTE. .�.,Nql _ �` 2 ]0 TYP TYPICAL PROPERTY OWNERS LIST PROVIDED BY TOWN OF SOUTHOLD Michael W.77TH EL ELEVATION MIN MINIMUM ON JANUARY 5, 2004. ghans Project Number N.Y. Professlonol Engineer 25085 No.072072 \...\25085\cad\Id\planset\25085_LEG.dl \25085\c.d\Id\plONset\25OB5-PLOT ALT dwy d \E`J,1JW �i��/ / � �1 �lJ CURB RAMP (TYPE A� ot•wo _p`, "i !� /, i /� ' WITH 4' L DINCG %- Engineering & Surveying, P.C. r / t � E/MOE E�RRAlt Transportation on AS RED/ Land Development �r = y p,I Environmental Services TAFFY �% �- -�� o�:r JIJNCIIObI ghF / i i%��=i/ - �+ \ (��. J L% ! / / 301 Nott Street jugr I SEE ROADWAY IMPROVEMENT Box ❑ 'i �� -� '" �n-`�j, 1� / // _ '" / % - ND DETAILS IT OF WORK 518 a FAX 518°/� E SAA-1b % /r� �r �' q, PLAN FOR LIMIT Schenectady,NY 12305 // !1 \C �1 t�A RbADWAY IMPROVE EN /\ P Owners:N FOR LIMIT OF WO K 5j � � t !_ '/',aR! - AND DETAILS Robert Chiapetta (Lot 4) Northfork Bowl Inc. V / SEE DUNN ENGINEERIN v � � _ `I \ I I I Mattituck Realty OOts2,28, 29) oEw / P4AN5 FOR CURB RAM z �i!� �" 4C ,/moi " x \ u ryAssociates (Lot27.1) GU\l r, 4" OPENINGII -CURB NorthforkPro Properties (Lots R PLACEMENT AND i �' / N" TO ALLOW D- IfGE - 1o'-a" P (L ) C OSSWALK ��/ , �JI- ErEf } o=b"x12'-o" � PROVIDE sTL. RECEIVER Ct1A j At/ j R ALIGNMENT GONC. APRON to'-o^ SLEEVE SET IN GONG. AT Applicant: / �L,,, _,/ 'i'"b' �'j: ��o� C- v \ Yq/ • CLEAR GATE , cti F ��C l OPENINCANE BOLT 6-1v Laker Development Group, LLC t�� EtPLvC[ y 2" 0 D. GALV. PIPE GATE a p S l 0 B D `_TION <�/ D N7L 1 ,' 1 ( -; � > �� ` �G 'b / W/ WELDED FRAME .S1gII SU111171slFy - S eci cation / �p T��°TOfN p I MONUMENT SIGN 'o :... _ �>.=r�% < / - _ _. 4 I 4" (SEE DETAIL) / i ' / ' /� \ \ M.U.T.C.D. P $ Desc. SOUT LD 0.001 AC) J E RASS • , / 1 '` `'� �// / i % ' -� ACR Number Width Height ') "�� ., /� i ,�� / ./, �t'__ , .' _ - 3" O.D d GALV. /- \ H/r, /�O `i� "' -- - / /- _ - -'---. L7�—f �uF _ TYP „M„ 5'-1a^ ( ) R1-1 30" 30" Nr � ...> /..CC / /" - I I GATE POSTS jo - E1P _ - air cove. Gr4AvEL - -- - -- -- -- r CR- YPF "B'" �o PA :I; F_Iv oACrI11=PlT Ib: �� -_ SjOF 0 �,i ii�rLS n' \ rl, . 19 0 - (. - _ I 6.. THICK SEALED - /" r SSE CU B , "EA GONG. PAD - SEE CC -0' O /oR VGC � PS' FOR ALL CR'S) 9 0" WEC PUDNA' _ CC �p ^ 13'-4" DWGS. FOR GRADE ELEVATIONS R3-1 24' 42" z� 'C Jc B`- ` R� ( YPE 3A) UI of P vEMEN 2" o D (16 GA.) 7, L19-A I n S �. ��i — -_ TRUCKS TFAF Uf ° o'_ r '/� - -- — — — -- — — — - -- I 6'-2" 3 -1 1/2" LINE POSTS �� BJX �00 �� N�U E}� 7 FDUPID_ r U I - I' ACR TYPE .'H.. l F F D DP dERI1FAD I� `Jy,,_ - - SEE ROAD ROVE EN GA<, a FOR Pr,! a �, - O O R7-8 R7-8 �� Es OUlj� PLAN FOR LI I WO£ K I MGTEP, r1I o a . 9.0' 9.0' (TYP.) (\TYP.) R y I I I I -3 R3-2 24" 42" AND DETAILS TY�. r • CROSSNJ� � Tro �75 � - Q YP „M,. R1 1 � I i -�, _ o in R3�1 6" 6" BOLLARD (TYP.) 6'-0" TRUCKS z A 5 "� E - R7-8 } I 1. q : U G'WATER I r'il 0 I METEr� �� R/ 8A -� � r_ E2CI, TIRr Q W OD " � , R4-7 24• 30" n- LAN ERS �LD�N17 Tb { TETocb.A E / BE DEMOLI$� ED- { 1YashEnclosurePlan - RESERVEN ISTI G 15.0 e 24.8r� �'' c ' - ',r q F / -� MENT ALCFESS a-- N - I 3/00 N.T.S. PARKING E= 9 j f/ UILDI G 0 -�( t , DWGS. 4 u/E, I` r R7-8 r i6" DE OL SHED ro ' ? ARQhf ) E-XN�TINGWV99D -- �AI�E. L NOTES: c A / ftA)hlTE_R'ArCP SETBACK (100 FEET) 1 . - �, C z o / BE DEMOLISHED ACR 7,- 1 Z 13 12.Tt 5 3.0 �] ) THE PROPERTY L@ES SHOWN WERE TAKEN FROM PLANS AND �- o �, } J I j = o T O 1 SURVEYS PREPARED BY PECONIC SURVEYORS ENTITLED "PLAN OF k - - _ .—I R7-8A 12" 6" ACCESSIBLE _ �; * , g PROPERTY AT MATTITUCK, TOWN OF SOUTHOLD, SUFFOLK CO., NY" tUP i L• T( pj' cOP.IC. i} 13 , p°'° DATED MAR. 20, 1996 AND '"SURVEY FOR NORTH FORK BOWL, INC. - CON'CRE �LATFORM AT MATTITUCK, TOWN OF SOUTHOLD, SUFFOLK CO., NY" DATED DEC. VAC v A NDRAIL �1 1, 1995. C' ' ' ' ' 6 CVS COMMENTS 6/2/05 z D ` 1 sAC I 2) THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE FROM AN ] 3/11/05 - �_ L ( / �� L _-- f STATE ANO TONNSHIP COMMENTS Co ' ' " ., `� ��_ �OSED VS -I �� + `'I rri �_ .' ACTUAL FIELD SURVEY PERFORMED BY VANASSE HANGEN BRUSTLIN, a/s/o4 rrt r U �I fT 6 TOWNSHIP COMMENTS v T 1 _/1� �E INC. ON MAY 6 AND OCT. 8, 2003. rn - it IL) - ` � BUILD II�_G D 7.0 t ��- n. 8 TOWNSHIP COMMENTS 7/15/04 n -T c = -o / a 3) THE SITE IS SHOWN AS LOTS 1, 2, 4, 27.1, 28, 29 & 30 ON THE 4 REVISIONS PER NYSDOT COMMENTS 6/18/04 I COUNTY OF SUFFOLK ASSESSORS MAP: DISTRICT 1000, SECTION 143, -� - .� IE...��T./�°.. Gn �� '`� r� �� - - Y I� f 3 5/18/04 r- 'd - f 111 �� V� l BLOCK L RENSIONS PER NYSOOT COMMENTS _ / m R 0 ATE AFFIC _, - PAINTED '2 PENACNSPFATOYM01'SONHOIDGpI'"'I 4/1/aa I - �N A� UIRED 4) THE TOTAL AREA OF LOTS 1, 2, 4, 27.1, 28, 29 & 30 IS 77,801 1 ) / _1 - � Q PAVEMENT �I REASONS PER CVS COMMENTS 3/18/04 V �LLE(8A L14 n S.F. (1.7861 ACRES) No Radefon Date ppvd 1\R- (TYP.) Y M 5) THE SITE DESCRIBED IN ITEM 5 LIES ENTIRELY WITHIN ZONE X (AREA Des19 by DMC Drawn by DMC checked by MWJ " ado I `D DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN) AS SHOWN ON CAD checked by Approved by I Ci C' THE FLOOD INSURANCE RATE MAP FOR SUFFOLK COUNTY, NY, DMC MWJ R1-1 _ - ° scale 1„"0, Date t/19/04 R3-2 rr i' COMMUNITY NUMBER 360813 PANEL 0481 SUFFIX G, MAP NUMBER R I T TRASH ENCLOSURE Project Title o ACR TYPE "'B' I �- - 3610300481 G, EFFECTIVE DATE MAY 4, 1998, 24.0' 1r. . . � (SEE DETAIL) ? m o 7A N F ( `l i 6) ALL ACCESSIBLE CURB RAMPS SHALL BE EQUIPPED WITH TRUNCATED Proposed Retail Developement _ r HL l -- o EHOPpSED VERTICAL _ ! RELO TE UTILITY POLE � T --- -- ---- _ o -- DOMES (SEE DETAILS) ACR _ MP CTQ� MODEL -� cc ryo Block 2, Lots 1, 2, 4, 27.1, 28-30 TYPE ACR T �E "B ' / � ' _l_4280� ON �COMPACTOR ROVIDE FEN S R' _ / (TYP.) ( ) ,3.afi- X0.5' N coMPACTo u,L*AIL ZONING TABLE P;BOLLARDPAD SEE DETAILS 1�3 III Mattituck,Town of Southold FITs' N' ;N A OUND PERIM EI F ZONE: B, AND BACK PORTION OF SITE R-40 Suffolk Co., New York �FF,F=._'" �N�FE-2_ -, ° L+ o SAWC z leeoedrar 12.0'1 "12.0° (TYP. PROPOSED USE: RETAIL - � � ✓Lt �1 ' Lq •. • REQUIRED PROVIDED Site Plan Review MIN. LOT SIZE 30,000 S.F. 77 801± S.F. FRONT SETBACK o f l _ Ili :'-� �l ° � � •- ” o'•) P - - -- - - _ -.1 - -- _7 R3-1 } PYC r N.Y. S.R. 25 100.0' 75.6'* Not Approved for Construction 5.0 3.0' I M" SIGSBEE ROAD 100.0' 98.1'* Title e } LOW MARLENE LANE 100 0' 88.8,* E '" rCr BVCR -O ( ( �- .1-y -tw 7_' " ^r, ® O:C. REAR SETBACK 35' 33.5' Layout and TYPE �- - I� y,= , '� ') _I.�'-�, ,3 �„ ESP MIN. LOT WIDTH 150' 285'± 2 O 1 f ' ., .�, r, y� DIN\G),DO K �,.N - •� - - __ _ v / MAX. BLDG. HEIGHT 2 STORIES-35" 1 STORY-26 ' `T,0 STORY-26- L F2AHJAG�- v.E , � - h. MAX. LOT COVERAGE 0.3 0.19± Materials Plan AN - 6 200$ << � � " _ _�� 4 A , _ _ MAX. BLDG. WIDTHS 60' 100'1 aL)�C. _ M T, '�._-f� h 9 21 0,50, W^ EXISTING NON-CONFORMING FEATURE 11nieTT < ' S T.11 a[E � )0 � � W,r FBI — I {I 'O PARKING TABLE_ Ae— �' '"T,, YDrowing NumberJ 54 -\ 6 FT STOCKADE _1 ZONE: B, AND BACK PORTION OF SITE R-40 �� tV VM MATCH EXISTING - FENCE EDGE OF PAVEMENT �' I I PROPOSED USE: RETAIL _ lr /'/� rr1 rn \ V 2 �I o 1 m -° REQUIRED PROVIDED o �I RETAIL ® 1 SPACE 200 S.F. 1 75 1 85 r'A�� sheat of HANDICAPPED 5% TOTAL 4 1 4 2 10 6' J r<T o \ - _ 20 0 20 40 Michael W.7unghans Project Number p �z I N.Y Professianm Eaglaeer 25085 SCALE IN FEET No.072072 \...\25085\cad\ld\planseA25085_PLOT TRUC/KAWR 0 07,'et L\25085\cad\Id\pI onset\25085_PLOT.dwg Vera stab - i Engineering & P.C. 7w I ; 1-7 / 5'(RD) �+ � � 3 �4. = � 1 =7 7 2- (TI?) r / / � � / 7 i � lV S g Surveying,ying, 17.25�(12ipUT) / �- / - " Transportation - - - _ - v I2aT %(1 %0 T)/' j '� v = Land Development i` -� r - ;% ): ti- ; J- �- _7 I r �� 0 / (�O,fi)�� - qqq Environmental Services �� gad., TC 21.4 'P ' hAFI �� ' ,i ��ii DMH -20 + f r/� ` 301 Nott StreetBC e22 � r20.0 Schenectady,NY Y 12305 518 370 8602 a FAX 518 370 8606, �'1� ,OUJ) 20.0 8.0 (BOT)-,- - �), i Owners: Robert Chiapetta (Lot 4) w 22.6 = t ; I - Northfork Bowl Inc. (Lots 2, 28, 29) 1 MACH EXISTMattituck Realty Associates ot27.1= . "°� ( = B.0 (BOT) N� . �''i - Northfork Properties Inc.,LLC (Lots 1, 30) i - ----- , %' P EE ROADWAY IMPROVEMENT LpkercDevelopment Group,LLC -SEE ROADWA� IMPROVEMENT -� / i '� - \ ' PLAN FOR LMT OF WORK-- �' fA i � �`� ��' '; LAN FOR LI IT OF WORK - ND DE AIL - AND DETAILS ,�50t ) - A '20 4I +Y 1� BC 25.3 ? 3' za _7,j7,`- �� , R= ARDS i" 5 I ' c �� \ � ��i F� 2 �h �, -22.4 .7 C - - , 5� T 25 a � II _� � _ .. _ - - p ` J - - z c f3 25 - _ , 25.7 I � 25.5 _ 7 I = 17.0 P j,z gu1 J I = 0 TC 12 DI 7.01 I T) ) (BPQ 25 $ .0 T IFAI �I11 .. BC.-25.4 - (LYP-)- t+ 6" D.1. DMl' -'3D t I �17�1 a a C46 2 0- TC 25.4 TC 24. BC 7211 2. � ��Er 5 - r BC 24.9 85 (12 ) - RbGE / 25.1 BC 5 ��' (112' o T) tis. s- I = .0 " (�c -- - d. . -�� TC 25 4,,,, TC 24.5 22. I 25. &24.9 BC 24.0 u - - -[? 2s; ATERI '_ .d_ - �I� 25.2 254 _�� 54q TC _ �� LFL %., .5u BC ' 4.1 BC 2 . 1 - DMH-1E I = ' FEE= ?5J 4 ) 21.5 ' � 1��E X25 43 24:7 TC 24.2 V I = 14.8 (12" IN) _ RIDGE LINE ( ) DMI -13C ��. I = 7.0 BOT C 23.7 7 T^E DMH-1D �- �, �.� 1 � � (12" IN) 25�4 _ ✓ L s,u TOcr, ; C 25.4 a (BOT) I 1=�4.8 12"" IN) -- - - I v ENS fa ° BC 23.9 - =o - p 4 I = 7.0 BOT) - I „ , , pMA�I �� 'J � s DMH-1C �- �� ,� -I - �r 11"7 w+.aa a PROpOSE� �_ +�VS 20.9 7 � II PI ] i - + \ /- ; REMSIONS PER NYSDOT COMMENTS I = 15.0 (12" IN) »_ -I. BUILDING ARE + dS. f1��0�1 i I = 15.0 (12 OUT) p 14 *� � n 1 r REMSIONS PER NYSDOT COMMENTS 5/18/04 I = 7.0 (BOT) d �� _ P �Ft 1°'IT 23 `\1 _ z 4/1/04 !�m R,,sms Pm roan w soumwn cauumrs v 2 I i e No. REMSIONS PERCVS sVS COMMENTS /D[04 e DMH-1B �7 Tr7 ;:, � � ; ,pvd Oeel 20.8 - TC 22.9 DMC DMC MWJ _ V ` ;° �"� �1. ' r 21' r� 4'k� 9ned hY Drawn by aneaked by I = 15.0 (12" IN) -QC 22. cecketl by Approved b �� ,I � DMC y MwJ CAD h r; " 21.2 -72 AJ-_ .__ EE RO DWA IMPROVEMENT °" 1"=20' Date 1/19/04 I = 15.0 (12" OUT) TC 21.9 (n P ) �� I = 7.0 (BOT) ' �� ga BC 21 4 21 21.1 l NDN D FOR RILSI IT OF WORK Pmraat Tne 20 7t, Proposed Retail Development DMH-1A - . , Block 2, Lots 1, 2, 4, 27.1, 28-30 20.15 I �l � _ ID-4 `j ' �'! I - 15.15 12 N I,I � ( _ - =17 F=VARI Q l m Z I - 15.15 12"' OUT I, _ - / +� 21.6' Im j = 18.OQ (0 T) Mattituck,Town of Southold I = 15.15 12' OUT 21.6 ' �o�'° =" Suffolk Co. New York M 21.6 _ Ieaaed ler I = 7.0 BOT MH- 1 ) BC, 21.5 25:5. `TC 21. 21.5 - 6" D.I. 4 FF i ENFEE 'r' .5 �w K" BC 21.4 _6- D. 0.4 �I SD-1 R=VARIES + TC 20.3 ° 19 ° 5.45 22,15 Esq = 16.8 1 RD) Site Plan Review 9.1 � '�_�IV(' R = 16.8 (T d'' 4 2Q 0 !�R(�20 BG 1 8 - TC 21.9 �,�., I = 15.9 (OUT) o AU 20.1 = 16.8- 12�' OUT 7 - f + BC� ,15';,J BC 1 .5 7 BC 21.4 ( Not Approved for Construction ❑) 1, 9 PR-PO D "'�d 21 TC 22. = 8.0 (BQT) Drawing L11e DW-1 x' ,... s �o.o - 19.35 � la �� I 1 , �.v � ;; I � MH- � / 1 i G - -- - k:' 2 I = 15.35 (RD) � Grading and I = 15.35 (TD) � �,� " �-" x �� =�� T, _,� yl �� 9' - 16.7 (1z'" IN) Drainage Plan I = 15.35 (12"' OUT j � ( w. -ice y ri v �� 5, = 16.7 �I (12I' OUT) I = 7.0 (BOT) �Y%,= : ir�. �"� ,fir r , .,_ V � � 2, 19 _7 ' = 8.0 (BQT) ROADWA I P OVEM T - -� - ---^i� Nti "�7 18' - ')MH- SEE , _� '- - - [ 9 ---F /� DW-4A DMH-4C PLAN FOR LI IT 0 WOR '+'I+; -J ` . ----- N 0.7 Drawing Npmber M, _ R=21.35 . ' 20.4 AND DETAILS I I �A , .J >< i�, --- 717 r I -'��)- - / 4 ��o�eF-N T` I = 1,2:0 BOT I = 16.4 12- IN = 16.5, �I (12' IN) - o� (E 0W��ep�., (BOT) I = 8.0 (BOT) . = 16,5 (12 oUT) - Kp 8;D (80T) 20 0 20 40 _ xt _ 3 4 &_°+ib / SCALE IN FEET '�� ' ,�' Q. Sneer ar 3 10 xj Michael ' 7unglisos Pra7ean Nambar -E '\ N.Y. Protaealaaal Engineer 25085 l Na.072072 \...\25085\ead\ld\plmset\25085_PLOT.dwg C\25085\cad\Id\pI Oeset\25085-P LOT.d,og Nit ti d �w Engineering & Surveying, P.C. e °w - / / Transportation -I 17.25 (TD) 7 7/ I = 17.25 12� Oi ,J -p, Land Development 12 00 1 - - ; „_ ..�� Environmental Services ,,E�1 , v 1 'Tr (�D�) ., u- 301 Nott Street r:Ahl 11 - �� - ,�Ir � - - DMH -3B ."i' �� „e ' `�� - - - - "- _ �0�' �� 518370Schenec8602 NY 5018370 8 606 - ,I , e,,. 'P- t ..�, 1 , I - „UfIl11�FI _ _ - 22 0 so1 I; - _ 1- �� -� p I 7 'b 1 r �, Owners: �IaVI "NvkJ� � ) ,0\11\\1(12 " OUT) i r �\ t ] �� - r °' 1 Robert Chiapetta(Lot 4) 3A�" �E 8 0 ' (NOT _ - i - i I Northfork Bowl Inc. (Lots 2, 28, 29) _ Associates of 27.1 i - - Iviattituck Realty Associ (I ) Northfork Properties Inc.,LLC (Lots 1, 30) - 22.6 \ Q . A7 r ,DCVI E z kr$: 12 IN 6 BOT) Applicant: Laker Development Group,LLC 4 a u SD 3 n R= IARIES �� J - I,�k ' / �.) n 7. I = 7.6 (OU ) - _ DMr-3C2.5 I ca 111 _ r v,c I 7.0 (1 ' o' T) 12" D.I. _ - sl I = P-0 (BT) - - - _- y I" IRA IIu -- - - - - - - -- - - -- -- - - - - IYP. l_ - °�r- DM -3D �� SEE NOTE 2 Bpr -- -- ----- 1 c 6" D.I. , 22. ° cn _ I T-= 6.85 (12"" ) ` METER SEPTIC A I = 6.85 (112" 0 T) - ?, A 3'X3' PULL FINISH GRADE R=_ L';.0 1 = .0 ( OT) . 'a. (v} BOX EXIS ING GA MA N -� W 11,F? �C E� `� .,r ((FIN L ROU ING 20" A. T �) DETERMINED BY AS MnER � �._ -- ° ��;' � - UG TELE c- a _F1 11 I 2 G /'T 1 ONt QCT T EX I TING DMH-1E i" GAS METER R _�.4.� hc D INLET 21.5 EN " (SEE ARCH. DWGS.) �TILI , POLI --- - -- TII I = 14.8 (12" IN) :LPTI : I� 'i; DM � E a I = 7.0 (BUT) P Z Jy a 3 b ay IMPERVIOUS IMPERVIOUS I r ILL EXISTING GREASE TRAP, ) \*` solL ® ® ® solL SEPTIC TANK, AND LEACHING T �12" IN DMH-1 D I 1 - (BOT) EFFECTIVE 21.4 L - -- EN OOLS WITH SAND IN ACCQRPAKE-) y ea -_ . ITH LOCAL AND STATE R�Q?S ,y I - SEE TAELE I = 14.8 (12'" IN) �' z '�" u) / ••4 n 4. I = 7.0 (BOT) 7rL- y cc a 10' 3 DMH-1C " w, PROPOSED CVS PROPOSED PIS PQS DI MIN 4 REMSIONS PER NYSDOT COMMENTS 6/18/04 - I'll � I d° 11 `L � I N Py,�Q1E C /t �I 3 REMSIONS PER NYSODT COMMENTS 5/15/04 20.9 a SEPTIC TANK h I - 15.0 (12" IN) -' BUILDING AREA �(TYP.)' R ��, I = 15.0 (12" OUT -` p 14,467 ±SF. _6" PVC Rol M 22.7 �� T8 P 2 "Emems 9 .om saumaw cauux 3/1600a I = 7.0 (BOT) 2 I:I SMH _ CLEAN'LL MATERIAL AND TO BE GRAVEL REMSIONS PER CVS COMMENTS 3/15/04 No Remsi"n Dole Appvd i' �R=22.6 ` �' Dee�gned ev DMC Drown dv DMC en"ek"a nv MWJ DMH-1B � CAD checked by DMC Approved by MWJ i - r O II 2 FT. MIN. ABOVE 20.8 ay r- I • LPMH 1 LPMH 3 IIS- GROUNDWATER sesle 1"=20' Dale 1/19/04 e I R=22.3 I Project Title I = 15.0 (12"` IN) N� _1Z�, J R=22.5 LPMH 2 I = 15.0 (12" our) (TYP.) R=22.2 Leaching Pool, Drywell, & Drain Manhole Detail 1yo3Proposed Retail Developement I = 7.0 (BOT) ( tea) • -- - O I N.T.S. Source: VHB LD Block 2 Lots 1 2 4 27.1 28-30 DMH-1A _ _ 6" FIRE CONNECTION , = FOISTING WATER MAIN D-4� 20.15 1 SIAMESNNECT TO E CONNECTION NOTES: MattituckjownofSouthold I = 15.15 (12" IN) DOMESTIC WATER PER ^ 11 DUCTILE IRON =18RI0 S A 110' 4.5' MIN. BELOW GRADE (pYT) 1. DEPTH TO GROUNDWATER IS BETWEEN 19 AND 22 FEET SuffolkCo., New York I = 15.15 (12" OUT a BELOW GROUND SURFACE ACROSS THE SITE ACCORDING TO THE --d far CONNECTION I = 15.15 (12" OUT MH- GEOTECHNICAL INVESTIGATION REPORT PREPARED BY GOLDER I = 7.0 (BOT) ryr, w 6" D.I. 0 4 ASSOCIATES INC. DATED DECEMBER 8, 2003. _ 6" D.I. i' =" EN' Site Plan Review = 16.8 (R ) 2. FOR DRYWELL COVERS USE CAMPBELL FOUNDRY 2250 OR R=VASD- = 16.8 T APPROVED EQUAL. FOR SEPTIC TANK, LEACHING POOL, AND Not Approved for Construction R=VARIES %'\ _I .. �-}� = 16.8- (12' OUT DRAIN MANHOLE COVERS USE NEENAH FOUNDRY 1707 OR Dr"wing TlnTlep I = 15.9 (OUT) _ " I •T, ' ,r-1 ,. = 8.0 (BOT) APPROVED EQUAL. o C7 l _' PRO.POM �> DW-1 3. SEE SHEET SE-1 FOR LIGHT FIXTURE DESIGNATION. n DR, MH- 19.35 ``1( 7 ,r \ 0.3 Utility Plan in I = 15.35 (RD) Fri V' ��, � P-��1 � = 16.7 (1 IN) 1 = 15 (TD) rl rt �, 1 �� - - ��'� �" 1,1, 1 b r - 16.7 (12 OUT) I = 15.35 (12" oUT - i \,� L -„f Y - _ (BOT) 1 _U _ J - 1 = 8.0 BIT I = 7.0 (BOT) °.4 A �' �� l� \ � Dmwln Number u _�_ - '( }�, ,� DW-4A DMH-4C MH- r ,.• tEOFroe"''., �. R=21.35 ( ) 20.4 ( 0.7 . �P ._.......w ' ,: W ; 1 = 16.5 1 " IN 9.'p0\ VGy. o /� I = 12.0 BOT I = 16.4 12'" IN ( ) =* s ' I = 8.0 (BOT) = 16.5 (12 OUT) CST = 8.0 (B T) '\ 20 0 20 40 %, SS;�y20 2.'�\,��d•• sn"et4 "r 10 '., )Ali t SCALE IN FEET h L . o�° ? rJ-n II \, Michael W.duagLans 25085Npmner N Y Pmfesslsnol En EXISTING WATER MAIN I I No.072072 G \...\25085\cad\1d\plaraet\25085_PLOT.dwg I L.\25085\cad\Id\p1Onset\25DB5_PLOT dwg 'r (] TAI I(.- r Engineering & Surveying, P.C. 1 T Transportation Land Development Environmental Services IRAFFlr 301 Nott Street UNClinpl l^^- ! ry LJ i r D ,q p IJ i \ Schenectady,NY 12305 BOX LI �� --� - '� /�"�- tiW� �' 1 %A�� • 1 � , / - r .�� 518 370 8602 a FAX 518 370 8606 - ) t - ✓= c Owners: DRIP LINE' Robert Chiapetta (Lot 4) /.-� NorthforkB1w Bowl v _ Inc. (Lots 2, 28, 29) Mattituck Realty Associates (Lot 27.1) i' �� TREE TRUNK Northfork Properties Inc.,LLC (Lots 1, 30) I - � ` Et ' � � I � f LIMIT OF \, r Applicant: � � '� DISTUR$ANCE a -I ', Laker Development Group,LLC :� w SILT FE NC V 1v Plan I \ 2 07 ' ul 24 .� I POS .( ORANGE PLASTIC r FENCE (TYP.) 21 22,ri SILT ENC ,� - tJ s _ - - IMT ' , TFAF )UI c — bh _ - __ 22 F'I - a DIS UR . ICE Ay I� 70.0 - — -r` — — TREE FENCE R©TRETION i •.1 GAS II\ METER I / - -- -_ '� �� \• n I I \ I 1$leVetion (3) EQUALLY SPACED TIES (TYP.) Notes: i •v ` ytil "� - _D-- '- ^/ vvv 1. INSTALL TREE PROTECTION FENCE AT THE DRIP LINE OF EXISTING TREES TO REMAIN n " I _ ' EN II Tree Protection Fence 6/03 U I A y1w ¢I �., N.T.S. Source: VHB I / 2 - 51 _ 1 G `� REV LD 610 4 T I I I �1 I I FYI I _ - I I ___ s ., . 2G - - --- v= EN I Stabilised Construction Entrance Details 3- , t, _ Ae' nxn j ( IN v eA� PROPOSED CVS % zi" �;(T I� � � I,'I ��rONe P.wAn =�E aT On jl PROTECTION _.1 BUILDING AREA 6 r � -{ �� -- Un J'��t 4 REMSIONs PER NYSDOT COMMENTS 6/18/04 S I \ �P' !� �'(!] B M n \ f1LreR cLorl."—� PROFILE OFILE nouNTAeL[ eewl REMSIONs PER NYSDOT COMMENTS 5/18/04 14,467 ±SF. N �I T _ pPT]GNaL I ,, • 7 r �� p� ubsne. ROeSons RIC TOWN rc mumom coWuexTs 4/7/04 <3fi 2,z�.' py n.• I�'• L 1 wl 1� 1-, .RounP l'lf/ i' ' eA ° �' • �l 1 p, CTi Nn Revslon Dote gPPvd y�"e[$'�.dy se' nxn 1 REVISIONS PER CVS COMMENTS 3/18le �� . _ ® �- _ Designed by DMC Drown by DMC cnonked by MWJ ( � — .� - • i - CAD checked b A i - N\ 1' % Y PProved by ® _ CONSTRUCTION "EXIT I " " ` DMC MWJ • Nry.` =U ,r L__— n n: nxn. r,vcncn. stele prate 1/19/04 27 ® -- ' I r Pmfect TIM. titi j —T Proposed Retail Development ® � �+ I , PLAN VIEW �° I q �I i I Block 2, Lots 1, 2, 4, 27.1, 28-30 �I; CONSTRUCTION SPECIFICATIONS Mattituck,Town of Southold 1 STONE SIZE - USE 2 ,TGNF, uR RECLAIMED pa RECICLEO O3NCRETE Suffolk Co., New York I / jy,. . ! 2 i �' EQUIVALENT L Issued for n _ i Z I 2 LENGTH - NOT LESS THAN 50 FEET ( EXCEPT ON A SINGLE RESIDENCE EN" LOT YHERC A 30 FOOT MINIMUM LENGTH WOULD APPLY \ •I 11 /� :�— )� ® 9 yn 1• • L.0 3. THICKNESS - NOT LESS THAN 1 6 I INCHES Site Plan Review 7"'� 1 WIDTH - TWELVE 112 ) MINIMUM BUT NOT LESS THAN THE FULL WIDTH \v [ A _II A �-}� _ ,I. 79 AT POINTS WHERE INGRESS OR EGRESS OCCURS TWENTY-FOUR ( 211 FOOT IF SINGLE ENTRACE T_ SITE. 1 .II* r l ` I- L ®y 4I Not Approved for Construction rl ❑ \ \-�` \ I ^I!JG 21 ( ® ® I ;' II 5 PLACINGFILTER C OFT STONEILL .it PI ,CED OVER THE ENTIRE AREA PRIOR TO pmwln9 Tlila WATER FLOWING GR DIVERTED TOWARD SURFe CE ;IaTER - ALL SUR FACE '> i \. I\ 'I /�' NI!•\ \C , r r'_ X11 - - ® \ i III CONS'PING ON ENTRANCES SNeLL BE PIPED ACROSS THF ENTRANCE. SOIL Erosion and r I -/-�h I /V ___�'."(��1 LO I '� IF PIPING IS IMPRACTICAL. q MOUNTABLE BERM WITH 5 1 SLOPES If' WILL BE PERMITTED, i n ] MAINTENANCE - THE ENT igNCE SHALL BE nAINiA:NED If, c CONO".TIO'. Sediment Control Plan _ { C1 �' _ (' / yam- `✓�. - - WHICH WILL PREYENi TRe CK I'IG DR 'LOWING 3F SECIIMCNT ONTO PUOLIC .. 'DROPPED WASH Ec DR TRec=Eo - - I RIGHTS-DF-WAY. ALL 9FOIMENT PPII1_Eo. OR .eT�1� IBS[, ONTO PUBLIC RIGHTS DF WAY MUeT BE REMONEO IMMEDIATELY . 9 kll _ �� O WHEN ➢ASKING I9 REOJIREO SHALL BE DONE ON AN AREA STABIZZED (• A il} \ / _1 , T _/ ~t ( WITH STONE AND WHICH URA114iT INTO An APPROVED SEDI11ENT TRAPPING -7 7967 DEVICE ` �/,/1//I P17; �'^ r) „ s PERIODIC INSAEC'"e^I ,. +� •FLOE❑ na u.TE.'+dN._ .�_ �_ r'HJ. L➢cA 11111x1 lA Drowln Number 00 :f,L _ ___ _. \ AFTER EACH RAIN --- \1\ ll/ 9 �� /O / , � - 3 �' , STABLuZU CONSTRUCTION d/�P :"W." Y i 11 11 5 ES W ES ,S RATIM U AIC49) sr9[L unPu XESDPtFs wlsanora swu¢ ---- :'Q\" ✓G' O i.N1 gANLE I , 1 i MEV IWI( :� \�/ J l✓..1.{ �I) ! vp � ;� _ r`'' %0 \ r New 5 ork GwdehneR for Crban Pap 5A N Apn: 1997. Fourth Prrnme '' Q7 ty@,.S sheet of . \ I Erosion and Sedifnem Co irol r'�'iisiS�`'a� 5 10ONALY,,A \b ghan Pmj..t Number 20 0 20 40 Michael"1t:y"1 VI N.Y. Profecelonol Engineer 25085 SCALE IN FEET No.072072 \...\25085\cad\1d\planseA25085_PLOT.dwg L.\25085\cad\Id\plonset\25085_PLOT dog PLANT LIST i;Cor, ��=,� OR DEADMAN (TYP.) KEY BOTANICAL NAME Ca'MONNA'E SIS " FV`��JJ HARDWOOD STAKES BFLADE TRM FP PRAXINU5 PENNSYLVANICA 'AUTUMN PURPLE' SUMMIT GREEN A514 2-21p," CAL _ - GT GLEDITSIA TRIACANT405 'MORAINE' MORAINE HONEY LOCUST 2-211," CAL TREE PIT , u 01a1N'EIJTAL TREES ROOT BALL AC AMELANCHIER CANADENSIS 'CLUMP' CLUMP SP4ADBLOW SERVICEBERRY I0-12 HT.G'"w,a„ - re}Ir i GUY WIRE CK CORNUS KOUSA 'CLUMP' KOUSA DOGWOOD !SINGLE STEM) 2MPkp' CALLA".1i1 _ 1 MR MALLS 'ROBINSON' R05INSON CRABAPPLE $-241? C - - i µ = 1/2 INCH DIAMETER coN1FER6 '" ; 1 BLACK REINFORCED Engineering & Surveying P.C. Plan RUBBER HOSE PN PINUS NIGRA AII6TRIAN PINEi," 'Hi - Transportation PP PIGEA PUNGENS COLORADO SPRUCE 3yHT Ii. ,,11 j V b I Land Development SI AND GROUND COVER L r THREE STRANDS /JGAUGE TWISTED GALVANIZED STD STEEL WIRE Environmental Services CA CLETHRA ALNIFOLIA 'HUMMINGBIRDHUMMINGBIRD SUMMERSWEET LIe �Hu� - / / _,-' I h \ tStreet IG ILEX GLA SRA INKBERRT I' 15 ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY I rTAryy) A 1 �_ rl _ �� / 301 Nott dy, J6 JUNIPERIS C 4INENSIS SARIGEMIP SARGENT JUNIPER N♦3 VA)A �i /" ' Schenectady,NY 12305 _ 518 370 8602 a FAX 518 370 8606 BEACH PLUM c _ 1 i �" __ r i� TRUNK RARE SHALL BE SET 2" PM PRUNUS MARITIMA _ - RU R05A WICHURIANA 5 " ='� USHED MEMORIAL R05F - TO THUJA OCCIDENTALIS 'SMARAGD' EMERALD GREEN ARBORVITAE 14-5 L�T. r I - - _ , r " - FINISHED GRADE �� / ABOVE THE ESTAB VD VIBURNUM DENTATUM ARROMWOOD V113URNUM 1 3.4 L // t / / �- �' , � � 'yu`h y' � 1 / / � � / ' EXISTIN TREES�� Owners: I�`I, , . ✓ / / TO REM"PIN'(TYP. l� T/ Robert Chiapetta(Lot 4) _ — !/ Northfork Bowl Inc. (Lots 2, 28, 29) 1GAFLII, ' I _ 5 9� - / / - I ) 3" PINE BARK MULCH, DO NOT p - moi' EXISTING WALK A D BENCHE5 TO RE AI "I. e I, � � - - N-,� � "1,1 E P' -, L�� , ' " � � � Mattituck Realty Associates (Lot 27.1) JiJNCTI OII � i �" Y"` � 1 PLACE MULCH WITHIN 3" OF TRUNK D'�;; f� �, - ��' tv = ,y a '" 1 A , ' �' �m �"y ' \ � \SEI- 1 \ SLOPE ro FORM 3" HIGH SAUCER.NorOLforkProperties lnc.,LLC (Lots 1, 30) EXISTING SHRUBS TO REMAIN (TYP;) I I 2"X2- HARDWOOD STAKE Applicant: OR DEADMAN Laker Development Group,LLC (3 STAKES PER TREE) TIGHTEN AS SHOWN PLANT BACKFILL MIXTURE. r- — - UNTIE AND CUT AWAY BURLAP IGT Il " / l FROM 1/3 OF ROOT BALL (MIN); I !�/��/ /.(// IFEFiWRAP IS USED, REMOVE COMPLETELY 12 RW -r "� " T�I:"� I I IS SIT ROOT BALL ON HOLE - THREE TIMES ROOTBALL DIAMETER EXISTING UNDISTURBED SOIL I 2 MR OR ON COMPACTED SUBGRADE , � I Wlhi SLOPED SIDES I RW LOAM & ,SEE[ - s w a- + i Evergreen Tree Planting 6/03 li + + + + L„I - + + ++ + + + + Source: VHB�I. + + '+ ,1 + + < al-'- - I N.T.S. + - Y �`. _ REV LD-604 2 MR 8 VD _2 MR __ ___12 15e VD __ -_-. --- 8 VO I HARDWOOD STAKES --2 -- - - - -- OR DEADMAN TYP.) _ LOAM & SEED 13 RW LOAM & SEED - II TREE PIT VGC —' i ROOT BALL LANDSCAPE NOTES ”' 5 CA --- LOAM & SEED I L M SEEPGUY WIRE iRAF I,IJ • . - -__. - __._ ___ _— __ _ __ -__ _.- -- 18 PW & 1 2 INCH DIAMETER I. ALL PROPOSED PLANTING LOCATIONS SHALL BE 6TAKED CAREFULLY -- - - / ( ) BOX I FP I �', HOSE ABOVE FIRST BRANCH AS 5HOUN ON THE PLANE FOR FIELD REVIEW BY THE LANDSCAPE BLACK REINFORCED RUBBER ° 10 IS I S Plan ARCHITECT PRIOR TO INSTALLATION. IA 2 R THREE STRANDS OF /j10 GAUGE Z CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES I t1 " TWISTED GALVANIZED STEEL WIRE AND NOTIFY OLLNERS IRE SENTATIVE OF CONFLICTS. - A 3.NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AID 2"x2"xS' HARDWOOD STAKE 3 STA P IMMEDIATE AREA r irY STAKES PER TREE LETED IN THE MMED f£ n ( ) OONS1RIlCTION HAS BEEN COfMP N/,rrnm` '2 � , 4.A 3-INC4 DEEP SHREDDED PINE BARD SHALL BE INSTALLED UNDER I = ALL TREES AND SHRUBS,AND IN ALL PLANTING BEDS,AS SHOWJ ON THE PLANS,OR A6 DIRECTED BY OWNER'S REPRESENTATIVE. II A S.ALL TREES SHALL BE BALLED AND BURI_AFPED,UNLESS OTHERWISE _)' hr , R ,q A r"' " �-" ° LOAM SEE[) TREE SHALL BE SET PLUMB, NOTED,OR APPROVED BY THE OWNER'S REPRESENTATIVE. I �I• II - - I T I AFTER SETTLEMENT &.FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS SHOWN ON THE PLAN.THIS NUMBER SHALL TAKE PRECEDENCE IN CASE OF ANY - / , cr DISCREPANCY BETWEEN QUANTITIES 5HOWN ON THE PLANT LIST AND 3 PN "LO M & SEED -EN/ TRUNK FLARE SHALL BE SET ON THE PLAN. THE CONTRACTOR SHALL REPORT AN7 I . 'MUrCH (TYP.) r 2' ABOVE THE ESTABLISHED DISCREPANCIES BETWEEN THE NLLMBER CP PLANTS SHOUN ON 3' MILL H CIRCLE FINISHED GRADE THE PLAN AND PLANT LABELS PRIOR TO BIDDING. I 7-PM ' \` 3" PINE BARK MULCH, T.ANY PROPOSED PLAIT SUBSTITUTIONS MU57 BWIE APPROVED IN ° 5 I}1'�v NOT PLACE MULCH WRITING BY THE OWNER'S REPRESENTATIVE. - = Ny,.� WITHIN 3" OF TRUNK / IOU�CA e. ALL PLAIT MATERIALS INSTALLED SHALL MEET OR EXCEED THE r>, " SLOPE TO FORM BPECIFICATION6 OF THE "AMERICAN STANDARDS FOR NURSERY I - T 3" 3" HIGH SAUCER yy�-�J+ 4 REN610N5 PER NYSDOT COMMENTS 6/18/04 STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN. �— E� 1 A � PLANT BACKFILL MIXTURE. 9 ALL PLAIT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR m + MITI 3 REYI6ION6 PER NYSDOT COMMENTS 5/18/04 FOLLOWING DATE OF FINAL ACCEPTANCE. '•° �� I\ / nexsiws PER ToxN or wu,xan eouusxrs 4/1/Oa IO.EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH TEMPORARY -1 O . ' - -- i- \ SNOW FENCE ERECT SNOW FENCE AT THE DRIP LINE OF THE TREE.'"ys pR O T'=•.,{ / 1 REVISIONS PER CVS COMMENTS 3/18/04 CONTRACTOR SHALL NOT STORE VEHICLES OR MATERIALS WITHIN T �� PROPOSED CVS �� UNTIE AND CUT AWAY BURLAP _ � / / FROM 1/3 OF ROOT BALL (MIN);N° Rana.^ Dete cPVa W";"� IF SYNTHETIC WRAP IS USED, LANDSCAPE AREAS.AN7 DAMAGE TO EXISTING TREES,9Htd1B5,OR i_ f " ."" r ,'� ' / / ��, REMOVE COMPLETELY Designed by Drawn by Checked by LAWNS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITION ^g-V _ € LO M & SEED °' I LOAM & SEED r'i �y m �, , ,,. DMC DMC MWJ COST TO TINE OL NER '�`• ;`,� I , „ �;/ ` , _ _ = BUILDING AREA ,= ->J CAD chemred by approved by "'�"` I SIT ROOT BALL ON EXISTING DMC MWJ It AREAS DESIGNATED "LOAM ° SEED" SHALL RECEIVE 6" GF L0A1 4„DG I ° `_ } ", -2 fey UNDISTURBED SOIL OR ON sem" Dole PROTECTED 14 467 SF. r COMPACTED SUBGRADE 1/19/04 BE PRO'fE - ^HOLE - THREE TIMES ROOTBALL DIAMETER -ED I 'gnilP �0'a J. 'T • - WITH SLOPED SIDES E1ER Project Tine WITH E IED SEED MIX LFA OVER 2.1 SLOPE SHALL } � WITH EROSION CONTROL FABRIC. �u1 _ I 12 15 12. LOAM AND SEED ALL AREAS NOT OTHERWISE TREATED. LOAM & SE qj I ' n„ + C Proposed Retail Development 13. THIS PLAN 15 INTENDED FOR LANDSCAPING PURPOSES ONLY. �i1�1 • .1 Tree Planting (For Trees Under 4” Caliper) 6/03 REFER TO SITE /CIVIL DRAWINGS FOR ALL OTHER SITE CONSTRUCTION INFORMATION. 1 L 3 TPN - • N.T.S. Source: VHB I I I RFV LD_6D2Block 2, Lots 1, 2, 4, 27.1, 28-30 Mattituckjown of Southold ° . - Suffolk Co., New York At I.tuid forI I 1 10 IG . • s TO I Site Plan Review 25 JS LOAM & SEED . 4 ° :. 3 IG I I-C AM & SEE Q Not Approved for Construction 3 PN 18 IG 8 J I • 2 CK Prewmy Me 1 12 JS - - 4 PM N L4 MA 7 PN Landscape Plan II IS m LOAM & S6Eq Dr"wmg Number ��ounir. }' �oau�Zfnn1, = OF N awowrml.c >, -""'ur io' nni ni °° -.,"„rni 'nr n - �5•�::F.A,Y'l. d(j..;p�: C-6 20 0 20 4041, T� I_, I PP FP I FP _ ' p - ' ?: Sheet or ,.,, '�—'�!a--- �— — ^'^�J^y '-1, / • '_�� 3 PP 4 PN 4 PP SCALE IN FEET L PN 3 PP .3 PN 2 AC \�'' I AC �'., SS,/O . .... •GX��`: 6 10 IFP L,-, LOAM & SEED LOAM & SEE - rl ,yp NAL EN E ISTING tREEy---- 11 3 PP I PN Michae�wU:'7ni{�l�ma Project Number T REHAIN. ('FYP.)' i /� N Y. Proresem"d E"gmeer 25085 ,\ No.072072 \...\25085\cad\1d\planaet\25085_PLOT.dwg i I L \25085\cad\Id\plOnset\25085_DETdwg CAST IRON'SANITARY SEWER' COVER FlPAVED AR ,2 (MIN.) SLAB PAVEMENT SECTIONS COMMON FILL TRAFFIC BEARING EA LANDSCAPED AREA Engineering & Surveying. P.C. VM SEE APPLICABLE TREATMENT VARIES ALL SLABS & WALLS LEACHING POOL Transportation COMPACTED GRANULAR LL ORDINARY BO ROW REINFORCED 6- THICK (MIN.) went 24• Z' Land Develo SAWCUT CONCRETE CURB p 1' CHAMFER Environmental Services TACK COAT 20 DEPTH AND SURFA = 8 °° PROPOSED SIT. TREATMENT VARIESCE CONIC. PAVEMENT 301 Nott Street e ss. SLOPE VARIES- 2,500 PSI CEMENT INLET 1.5' / Schenectady,NY 12305 CONCRETE IF CURB 1 /I I$ SET AFTER BINDER } T 6• 6• 518 370 8602 >£FAX 518 370 8606 so COURSE 15 IN PLACE FLOW LINE OUTLET ] PE °_ > -WARNING TAPE : dVPiP Ipr SEPTIC TANK iNo �e 4gPF ^o Asd jar�n O INLETS 5' OUTLET 15' ly• 15' ° _z t, ,w a o 4� �.9. off$ 9 . 1 1f 7, Owners: 6• PVC -L e• J- Robert Chiapetta (Lot 4) as v : P f;•°' ,°$$. *B• ?.ap"Wn., (SDR-35) n a 8 n < d@ - gip. i 4 .;Str g� d'' �- (5DR-35) HAND TAMPED HAUNCHING (TYP-) 4.5 ® Norddbrk Bowl Inc. (Lots 2, 28, 29) _CVCOMPACTED BEDDING EA o °fir Mattituck Realty Associates (Lot 27.1) Northfork Properties Inc.,LLC (Lots 1, 30) F., .., m 12- COMPACIED (u, 10 MIN. SUBGRADE Plan view Applicant: 6' 6' 12' Notes: TMIN-3 COMPACTED GRAVEL section view Schematic Septic Tank and Leaching Pool Layout Laker Development Group,LLC (i$' MAX. STONE SIZE) 1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH DETENTION BASIN BERMS OR OTHER SUCH SPECIAL COMPACTED SUBGRADE SECTIONS. PLACE TRENCH BACKFILL WITH MATERIALS Notes: SIMILAR TO THE SPECIAL SECTION REQUIREMENTS. I. INLETS ABO OUTFT DROP T ASSEMBLIES SHALL 2 USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES. EXTENDS A MINIMUM OF 18' INTO THE LIQUID LEVEL. 2 CONTRACTOR SHALL CONSTRUCT TRAFFIC BEARING 3 FOR HOPE PIPE, DIMENSION IS 24 INCHES. SLAB TO SUPPROT H-S-20 LOADING. Utility Trench 8/03 Concrete Curb (CC) 6/03 Septic Tank Detail N.T.S. Seerce, WE 0 300 N.T.S. Sourer. VHB REV HD 40+ N.T.S. Sourer. MIB LD 6000 PSI CEMENT 114 0 18- BOTH WAYS CONCRETE (TY7E) 7TOP AND BOOM A.% FV CHAMFER BITUMINOUS pF pU1E ,II CONCRETE I 21i PAVEMENT (6 CEMENT CONCRETE Eg1E RTI'' 1 (6" IN VEHICULAR AREAS) W . MESH (6x6xW,.4xWi.4) TRUNCATED DOMES A6( " r „ MT SHEETS - CENTER DEPTH AT ALL CURB AND r� CURB e' VARIES TRANSITON RAMPS TRUNCATED DOMES Nyv AT WALKWAY TO •;, ': COMPACTED - Ak' ' 1 1" CHAMFER TOOLED JOINT FINISH GRADE GRAVEL tiaA'Q' ROADWAY RAMP •Pc/.I, 4' CEMENT CONCRETE1 6' REVEAL 1 �j• MA%. (6- THICK IN VEHICULAR AREAS) wG s ,•}( .F;1/'::; •' �,.•• °.'a'" •"• `L FINISH J. % MIN x. CURB VARIESCOMPAC ,,�,• o g -� PAVEMENT ,4�.x ' 9° 6" REVEALN�SE SUBGRA ED 12- �s> r:.':o .• `n> a 8 BH- oo�o 15% (MA%) o°®°f a 3 �.° FINISH 1'D%WAX.) E UP MAX. _ 4 PAVEMENT SEE NOTE 9. ova boa ° r Not.: cls B' COMPACTED O AREA OF COLORED SURFACE GRAVEL 1$' MAX. �x .• tea' `� 4 0® aoP ° ( , ' Q� ub-d9' 1 SIZE OF DUMPSTER PAD TO BE AS INDICATED ON PLANS STONE SIZE o4rt . .-. . - - COMPACTED - W.W. MESH Z CONSTRUCTION JOINTS SHALL BE SPACED NO MORE THAN AREA OF COLORED SURFACE o a o 'Q / 40 FEET ON CENTER AND SHALL BE EQUALLY SPACED 0 o Es 12- 12' SUBGRADE ,T'I,�yb FLAT SHEETS, OVER THE LENGHT AND WIDTH OF THE PAD. ...(.. o0 o° Try 0 SeCMOn COMPACTED CENTER DEPT( ��xxxp::yyypppsss�� 1 Compactor Pad 6/03 I O o o +Ir,-yus Tr" �,,,r I I SUBGRADE OMPACTED GRAVEL •zn;E_° ° Tvs oz TBONGTED DD,T®9 TRUNCATEDDOMES (1YyC MAXTONE SIZE JOINT SIGN 0 o°$z,5• Ph1/View) (Profile) N.T.S. swrcr VHB REV LD_7,2 ----�zss'm• I�6s-�I� ) section 'DIMENSIONS ARE CENTER To CENTER 11¢' BITUMINOUS SURFACE COURSE TRIIN Planyi O) TaIMCA-fila) 169 (Plan View) (Profile) Notes; Notes: SEA - - --- -LANT 2>rA" BITUMINOUS BINDER COURSE 'DIMENSIONS ARE CENTER TO CENTER 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES 'SHALL BE 1.5 (1% MIN.). EXPANSION JOINT SEALANT _ Z THE MAXIMUM ALLOWABLE SLOPE of ACCESSIBLE ROUTE EXCLUDING CWRB RAMPS SHALL BE 5% 1. PROVIDE EXPANSION JOINTS AT $ $ o�°°° O A °O 4`a 12 COMPACTED GRAVEL Noten 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE J.5%. MIN. 30 FT. 0 C. WITH PRE- Notaa; o ° ° °a FORMED EXPANSION JOINT 1. PROVIDE EXPANSION JOINTS •• r a ,a 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN &o ° o9a 1 THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIND. FILLER & SEALER. °ate ^ AT MIN. 30 FT. 0 C WITH CONCRETE - g o ACCESSIBLE ROUTE RIE . SEE NIS, UTILITY POLES, TREE WELLS. SIGNS, ETC.). CONCRETE o SIpEWAF 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 51 5 CURB TREATMENT VARIES. SEE PLANS FOR CURB TYPE 2 PROVIDE TOOLED CONTROL SIDEWALK PRE- FORMED JOINT FILLER. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5% JOINTS AT 6' O.C. )4- PREFORMED )f' PREFORMED ° 6. RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 2. PROVIDE TOOLED CONTROL EXPANSION JOINT EXPANSION JOINT COMPACTED SUBGRADE 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ]. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 3. PROVIDE BROOM FINISH IN JOINTS AT 6' O.C. BLDG. FACE. ACCESSIBLE ROUTE (LE., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). BUILDING FACE. FIXED OBJECT, B. MERE ACCESSIBLE ROUTES ARE LESS THAN W IN WIDTH (EXCLUDING (CURBING) A 5' x 5' DIRECTION PERPENDICULAR TO FIXED OBJECT. 3. PROVIDE BROOM FINISH IN OR CONIC. SIDEWALK SECTION Staxidard Duty Flexible Payemeat 5. CURB TREATMENT VARIES, SEE PLANE FOR CURB TYPE. PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET, CURB. OR LONG SIDEWALK DIRECTOR PERPENDICULAR TO 6. RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 9. ELIMINATE CURBING (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET RUSH) WHERE IT 4. CEMENT CONCRETE SHALL BECURB, Nate: 7. BUILT UP CURB RAMP SHALL NOT PROJECT INTO VEHICULAR TRAFFIC LINES OR FIRE IANES. ABUTS ROADWAY. 4,000 PSI-TYPE ➢. Expansion Joint Data Expansion Joint Data 9. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY N11H ADJOINING SURFACER. 4. CEMENT CONCRETE SHALL BE PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE REVISIONS PER NYSDOT COMMENTS 5/18/04 10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. 4000 PSI-TYPE IT BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS. Accessible Curb Ram ACR e '13' 6/03 Accessible Curb Ram ACR T e 'M' 6/03 Concrete Sidewalk 6/03 � REMSIONS PER NYSDDT COMMENTS 5/18/04 Ramp (ACR) Type p (ACR) yp Monolithic Concrete Curb (MCC) & Sidewalk 6/03 Bituminous Concrete Pavement Sections 6/03 Q 'SMSONS PER To. OF SOUTH. cOluwTS 4/1/04 N.T.S. source: WE 0907 N.T.S. Swrce: WE 0812 N.T.S. Sourer. WE LO-421 N.T.S. Source: WE 0_420 MT.& Scuna, NIB REV W430 1 REVISIONS PER CVS COMMENTS 3/18/04 No Revision Date ppvd Designed by DMC Drawn by DMC Checked by MW BENDS B C p E F BENDS B C D F J Table Of Dlmenelone 10 CAD Checked by DMC Approved by MWJ @' :3{9e•„ E 6" 111/4' B- 15" 12' 24- 12- 6" 45' 8. 30' 12" 24" 14' Scale Date ,21 1�4n 'D QD- .fYp� NJ 6' 22,/2' 19" - 13" G' 90' - 30" - - 27" AB Noted 1/19/04 \ pE 0,11E TRUNCATED DOMES / R Y- PRECAST BUMPER B- 111/4' 20- - 12- B' 45' - 30' - - 24- Prp7ect Title _ OR FACE OF BUILDING 8' 221/2' 22' " 1T B• 90' 38- - - 36" zBltl'' R ROADWAYWALKWAY po �� r 12" 111/4' - 30- - - 15- 12" 45' 40" 40' Pl'OpOSeid Retail D('iVeilOpeil'Ilt'illt ACCESS AISLE TRUNCATED DOMES AG Sip F/��J lEl s; - 12' 221/2' 35' AT WALKWAY TO •H��"nti;• `nom OE II "4' 4- BLUE LINER SEE DETAIL of v ' ROAR PER MANUF. 25" 12" 90' 6D' 52' ROADWAY RAMP "AGp GE Rp 24. ON CENTER Hondo :, ;c4;,; �, .:.. �6yB �� : *.: ':. . , : • •:• sectiBn Lh Block 2e f Lots 1 2f 4f 27.1f 28-30 " '.)::^i'1• i'::•:4Q�.•�!' AG yJ� ,.;•�::'"[::n+r' •: (: '¢� EDGE OF PAVEMENT I 1 LANDSCAPE r :•';�;;• ;'•. p ;6;+;%4'� .VTC OR FACE OF BUILDING B _ r C D p Mattituckjown of Southold AREA (TYP I ", 'Sr. " ', T r '•�, r 1', � � 1 ns RED •1 '�ykt p ^yl. - � Suffolk l/- /� 4' SOIL Jul1011l llo., New York r^�^ ��4 w ��•° N Pi DIA. PIN DOWN HOLES IN Plan UNDISNRBEp sec[IOn 1-1 lq 4 (2 SIA • I \, , v.. ;/.x 1 w ewDQ W UP MAX. 5 NIn9N AREA OF COLORED SURFACE .'i�',:;i.•g SEE NOTE 9. BLUE SKID- FOR No. 5 RF➢AR Issued for RL515TANT Table Of Dimensions N. aa" AREA OF COLORED SURFACE so PAINT (SLOPE TEES G H J TEES Yi UP MAX aryl , '• °0~' lr - 6'x 6'x 6' 12" 24" 2f 18" 12'x 12'. S' 12- 24' 2L" 10' SEE NOTE 9. I o 0 A = 1 D O o Tme 02 \ ,cP9- _ 6 x B x 6 ,rx ,2'x B• - 24' Site Plan Review zim o 0o 002 " f-6" +I 3'-0' V_6- B•x B-x B" - 24' 12'x 12'x 12' 36- 36' TRUNDATEDUDME6 TTElticAEDDOME9 I�Wi'•-255',w• ~oB � M1' 2' (Plan View) (Pmfile) TRUNCATED DOMES TRONCATEDDOME9 9' (MIN.) 8' MIN. Plan Vl¢W Not Approved for Construction Tees H -� • 0IMEN51ONs ARE CENTER TO CENTER fig.liew) (Profile) 'DIMENSIONS ARE CENTER TO CENTER '2� G. ' Drawing Title Nates: Notes: Detail 3" WIDTH WHITE DRIVE OR CUT PIN J�l4 RUSH WITH CONE. L THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 ALL MINBE 5 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROS,.S SLOPES SHALL BE 1.5 (1%MIN.) ACCESSIBLE PARKING 6'-0' Site Details 1 Z THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%' FINISH UNDISTURBED 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CUIREI RAMPS SHALL BE 5%, PAVEMENT PROVIDE TWO 3. THE MAXIMUM ALLOWABLE SLOPE ACCESSIBLE CURB RAMPS SHALL BE J.5% 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS ISHALL BE ].5X No. 5 REHARS Plan section b2 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINEDED AT AT ANY PERMANENT OBSTACLE IN 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E. HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). ACCESSIBLE ROUTE (I.E.. HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). No[m: +SLOPE K' 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. NOfae: 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. ~ B. RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 1. ALL DIMENSIONS TO EDGES OF 4" PAVEMENT STRIPING. (�/�� ,�� 1. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. N S�+ VALVES, AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR J. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION 2, ALL STRIPING SHALL BE 4' WOE SOUD BLUE PAVEMENT B. WHERE ACCESSIBLE L BEES ARE LESS THAN IN NOT (EXCLUDING CURBING) A 5' x 5' B. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' MARKINGS UNLESS OTHERWISE NOTED TEES). PROVIDE ANCHOR RODE AT V1]iTCAL BENDS AND GATE LL PARSING AREA SHABE PROVIDED AT INTERVALS N ALS NOT TO EXCEED 200 FELT. VALVES. 9. ELIMINATE CURBING AT RAMP WHERE IT ABU15 ROADWAY, EXCEPT WHERE VERTICAL CURBING IS PASSN T AREA SHALL BE PROVIDED AT INTERVALS NOT . EXCEED 200 FEET. INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET RUSH. 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHEELIE VERTICAL CURBING IS 3 E' STALL WIDTH REFERS TO e' CLEAR BETWEEN INSIDE Sloped Side Elevation 2. CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND INDICATED ON THE DRAWINGS TO BE SET RUSH. EDGES OF PAVEMENT MARKINGS. FlT11NG, `SP /I// Drawing Number m. DETECTABLE WARNINGS SHALL CONTRAST WWALLY WITH ADJOINING SURFACES. 70. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY PoTi ADJOINING SUIRFACES. N`,It_OF:�Re AxY+ 3. CONCRETE SHALL BE 3000 P51-TYPE I /xP, /per% C Accessible Curb Ramp (ACR) - Type 'B' S/D= Accessible Curb Ramp (ACR) Type go' 6/03 Accessible Parking Space 6/03 Concrete Bumper 6/03 Concrete Thrust Block 6/03 - *,'off 2 ,9�' �] N.T.S. Houma: WE LD-501 N.T.S. Sea..; WE In_s03 N.T.S. Sour- We REV LO 952 N.T.B. Sources WE M417 N.T.S. Sours. VINE L01'fio �'p i 90 / ;9 c Sheet of 7 10 Michael W.Junghans Pr.,.& Number N Y Prafe:elonol Dallas., 25085 No.072072 \...\25085\cad\ld\plapsct\25085_DET.dwg i r\25085\cod\Id\plonset\25085_DET dwg PARK of BRAD MAY BE VELEEB TO STEM.FLAT PLATES cp6gEIR LWO) OR END BELTED THOUGH STAND INTO MOLDED WOODEN CAP DIRDEA V CEDAR BOA 1' RD--- Ar^ •« rn'r�T m.T TRUCK VERT%AL LEG PICK UP -- 1 3' SO GALVANIZED STEEL PIPE q' n ANCHOR ANCLE 1 CARE 1NIH PRESSED DOME CAP 5 ]/4x LG Im CINCH DELTA .I f •„ 2' x FA CEDAR BANNING Engineering BL Surveying, P. �1 RAIL FASTENED NIH GALVANIZED as L l) re{_.� ° • q, ADJUSTABLE CLAMP Transportation CAP 51151 PIPE POST r r x 6" OSCAR BOARDS - L FENCE SHIPLAP JOINTS Land Development TYPICAL SIGN g0UN0ED CONCRETE CAP m -I - e' C000 P I (T"E"PETIp CONCRETE FILL ____ Environmental Services 6' pIA. STEEL PIPE FILLED WITH ADDITIONAL DONCRETE CINCH BOLT DETAIL 11•-0" FI"ISH GRADE FOR REAR LOADING l 3/4" NAk ?3 VARIES 'a3 2$' DIA. STEEL POST CONCRETE COLOR SELECTED BY I PLATFORM CINCH BOLTS RECOMMENDED HD D-800 SOI NOK Street (PAINT COLOR SELECTED OWNER ARCHITECT PAINT PRIME AND xNGN psDlup[G }III •,� FINISH COATS TO BE COMPATIBLE 73 1/2" 1 FRONT LOAD '. 1 I. oe0p $Cl1enCCtfld}r,NY 123U5 BY ARCHITECT) WTH EXTERIOR METAL SURFACES. REAR FEED NSm, LOCKABLE y4 O un 111 l ALTERNATE ASPHALT w5TABLIV N' DISCONNECT WTM - 518 370 8602 a FAX 518 370 8606 NHU4" X$' %1/2„ PLATES \%%':• BOTH w7Ys 12 dN IDP OF A1111 p\ COMPACTED \ CAUYII LTL `COMPACTED 'n FINISHED GRADE A101TIONAL� SUBGRADE Owners: SURFACE TREATMENT VARIES 24 ttP ��I Ca TARR 1 L.LL�� 35 1/4" rr ( ( RIGHT PLATFORM LOADING! 15' CONCRETE FOOTING (TPJ Robert Chia efts of 4 r� P (Lot ) u 12• TYP PLAUIORM (Lots 2 FIAT I-Y=-- � __� � REa ED I � � Northfork Bowl Inc. , (L t 2 ,Dr 31 1/z• 1/4X2 12'-6" LD, MattiNckRealty Associates (Lot27.1) LANDSCAPED AREA rtA �HLATBAR WELDED •j 24• DIA. CONCRETE ENCASEMENT � 1 i0 Fu-BA�fDPLATFORM (NO FENCE THIS SIDE) COMPACTED GRAVEL "I"" B Northfork Properties IIIc.,LLC (LOtS 1, 30) -- --L POINTED IDR VE3635 REINfO T"ICH STEEL Roo TO uMR PAD Applicant: REED CONfAEft - MONCMENT__-__ _ L 16' OR 12' DIA. _ 17' 7 CANT-uP TYP. - Laker Development Group,LLC CONCRETE SUPPORT COMPACTED SUBGRADE 74 108" 76 1/2"-� ,gyp D-600/800 ACCURAT GENERAL SPECIFICATIONS RECOMMENDED CONCRETE ATTACHMENT METHOD N.TS Q7Q8 FOR VERTICAL PACKERS - - - - IAD CBIAATE IIDOSINE6 ""'IUP. `VARIES A a 3MN ^ 03427 - - - - - = :�Y� �.r m 09/O6/OD o 3170718 ROR200D wr"'1'•rMii o°�i,sr' X02-21-02 a 3MN0}427 I °n s Sign Post-Type 'A' 6/G3 Bollard 6/03 Recommended Con. Attachment Method for Vertical Packers 2/21/12 Accu-pack Model D-800 General Specifications 9/5/02 .1 04/19/04 N.T.S. Sours: Amounts Indlueten. with motlmcatlanr. by MIEI N.T.S. Source: vHe REV LO_701 N.T.S. source ONE REV 11_]00 N.T.S. Source Accurate Indumba COMpACTOR ACQUI BITUMINOUS Figure 5A.9 07913101 CONCRETE SIB Fence Details DETAILED SPECIFICATIONS ACCU-PAK PAVEMENT MOCBJORSOO/DHOOD (SEE DETAIL) .m c � ,x,.x..a,•:.c, m„ :.CONCRETE `1aMRn titre,mft,A cubic nYa�I If ACPonIaTYtl CNmPeclar/C"nlalner6 CAST-IN-PLACE NG As al rating 76 per mi , 3 WASI Pilots CURBl1NE (SEE S REB DETAIL) D + 12" .b n WHITE PAINT n 4 WHITE PAINT rd 4, Feed height II DSOD 41/25).�- / r �\ PAM pErp Lc j \ �� nsO Ponadreflon Into consul 12- 2MO �] ee a" °eo o v -' "• 4••.•e•oa. I]"3081)' l v .�'- - -" T.P _ }-�La7 9. TOP6TIES 51tlesM1]Ge ense00">201 DIR�110 x \\y • ,1�: - LBH using sl[lee i1111(P 2. Human tm Iiia. D D my _ LENGTH AS REQUIRED ,O " D : 4 1' IEE STRIPING PLAN) Peeere�rx�c ice:• B Side Mmvlube GX2 �'60 / ?I = nob , .': I� _ _ 4. Handrail-P HIGH SLUMP CLASS A - .,a,pA'ra.* ' .;`v GRAM (SEE NOTE 3) O� (�) 16 Y� 2-D -_r B Wai SUPS rm SIlh 1We 5"12WQ O H or Dar-2x 6 All weld pints in thrust mea are MAX. SLOPE 1.5E �-�- - O i m"a ax11•oe eil2°plates. u.a 12" CONCRETE _ [•`[-` , •a. a anile 4i / . i b> ' n`iF;b. WHITE PAINTED .-"�.. 9 Door p In 4e•x2T• _ .,}., ^_.5n STOP LINE m."o•:mx.< pan8 (TRIP.) ... BasiccpmPecloraPPm,3r5501hc F m Ad iv DIAMETIER •D'=B' 111r/I/111/�M .r T rw.na,xn y V u i 1 Basic--1']40) \ --- 2 Power u"ILeppro%.200We,wilM1 OO �COMP'ACIED SUBGRADE nx . .xr.onvu _•, �• FEATURESR ELECTPICAI AND HYnP CURBUNE 4• WHITE PAINT Y'C CRUSHED GRAVEL 4• WHITE PAINT (TYP.) aIANE --SSLQ ACCUahods..design ER NDkM 4•-ILS secrT ou 1 MOIm6HP,1BDORPM M45ESPho .6010, Mudi anon tleel9neeslelenae 9nticpncapluel ii Ai �WUFPILr Ioi T.E F C 20d23N46P,3 PM1ue,60 HZ tlutllee. 1. CONCRETE FOR SLOTTED DRAIN SHALL MEET THE MATERIAL AND 2 Romolel ey-S al Ed spec Ml sadeaOpItuatlZallon wlNlpm for B• .Fl,P) 'I. AI axae �ue nseerea:Tosco-n.0,"r,: rsrs "; s " 3. gamma KemiOrr15' llog le Male laugh C.NV.osalvensil ee.. CONIIRUC110N REQUIREMENTS OF SECTION 501 OF THE NYSDOT um.mr na x:1111^ s .r VE"�..cax edaplsbl",cle-Tom licallon) PRO'ance. a.nlM,Lease end PurcheslnG STANDARD SPECIFICATIONS. 11x„ 4 Auto Wind,0-Tumrsy5vntcn Pmgnme. S. gem CylmP-I0.RSO"Rt,Is-r QIm4A SIB.Compilers.wM all appllcehla ANSI 245.1 Noting 2. SLOTTED DRAIN SHALL BE GAUGE 16 CORRDGATEU STEEL PIPE ,.r 1ev1w "•• ,=a o•.1r+ 6 Prou Pump-490PM (For QuietOperation)fon) Sefery SendeMs WITH 6 INCH GRAZE AS MANUFACTURED BY CONTECHI Notes: OKNO•l x v.r „, .. , ]. Pro reAdualetl Swkn-Duel Purpose Com rem pmysppnw . x.prex xeo� ox r r.1en u1u.vvn uo.nen -x:,a1, �,�e,. CONSTRUCTION PRO➢UCTS INC. OR APPROVED EQUAL, THE 1. PAVEMENT MARKINGS TO BE INSTALLED -•.•"x,nnlv[[Lou.: a 7 Gabon Solenoid Valve and Repel VeNe Sal SAS I. TWELVE INCH (12") LANES SHALL BE APPl1E0 IN ONE CORRUGATED STEEL PIPE USED SHALL MEET THE RE0IUIREMENIS FOR ON SIZE WORK IN LOCATIONS SHOWN •^•• 0. Todd n rFame r -SeleeA Service TrelnlnG Beminem APPLICATION, NO COMBINATION OF LINES (TWO - 6 OF BECTON 707 OF THE NYSDOT STANDARD SPECIFICATIONS, •..o"."I.. A 1v 11 .x,,,...,,« ."„ �,,.,, 1e. Taml Rem Faroe 2e,clD be -(000)S.rvlea Linen INCH LINES) WILL BE ACCEPTED. TYPE I, WiH PROTECTIVE METALLIC COATING, BER MINIOUS .,.. 11, system Precmre(Famiary Set)a so P.S.I. COATING, AND BITUMINOUS PAVED INVERT, GAUGE 16.. 12. Cycle Time-20 Simons 2. LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO :•e.0 I-A 13. Contolner Full In mills GLEN CURBUNE. 3. SLOTTED DRAINS y2 AND 84 SHALL BE EQUIPPED WTTH FACTORY Painted Pavement Markings - On Site 6/03 n.. es - r SILT FENCE 14. OMck Chen9e BSP lmaraccorcormarnr INSTALLED 'HEFL GUARD', CONSISTING OF ONE-HALF INCH (#13) 311- ".1w TII--F1 I •"Try' w•waam•am..L.' 3. ALL LONGITUDINAL CROSSWALK LINES TO BE THE SAME STANDARD GALVANIZED EXPANDED METAL MESH WELDIED DIRECIII N.T.S. Source: NIB LD 554 Z4 REMSIONS PER NYSDOT COMMENTS 6/18/04 3 RENSIONI PER NYSDOT COMMENTS 5/18/04 LENGTH AND PROPERLY ALIGNED. TO E GRATING .,1,.Y.rLewunmesmruman PUErsa3u � � � � a 1Ts6�mmmPll�riny Compactor 4. CROSS WALK SDESLOPE SHALL NOT EXCEED 1 5E P" 4000 PSI CEMENT D WA eunun one 6eeim.Il c.mml P 7/11/01 2 4 1 IIENSICNS FFA TOWN OF SWiHC1D GONMFNIS / /14 CONCRETE (TYPE II) OTIi WAYS N.T.S. source Accumb Industries Crosswalk 6/03 Slatted Drain 03 (CENTERED) V CHAMFER REVISIONS PER CVS COMMENTS 3/18/04 N.T.S. Source' ARE REV 0_553 MT.S spurt.: NIB � SLOTTED-G)RAINe., CONCREIOES No. Revision Data ppvd PAVEMENT Designed by prawn by Checked b Figure 57.13 DMC DMC v MWJ _ Filter Fabric amp Inlet Protection Details NCR CAD mnammad by DMC Approved by MWJ co ETE COMPACTED Pao :mala As Noted Daea 1/19/04 GRANT _ •. _ v •e•n_ __ __- _ _ Prniecx nue COMPACTED SUBGRADE Proposed Retail Developement ^I e ( - -T• �.-.-.-- -- ' G400NBNone: onprn Lr9hnne •.��\\ � $j 1. SZE OF DUMPSTER PAD TO BE AS INDICATED ON PLANS. �Z/.v._ I- 'I v'q MIN ➢-BBD Block 2, Lots 1 f 2, 4, 27.1, 28-3O 1 � 6. FRQNT LDA➢ -J L i 2. CONSTRUCTION JOINTS SHALL BE SPACED NO MORE THAN REAR PEED + 1 It"Tl 40 FEET L CENTER AND DTHSHAI1_O BE EDUALLY SPACED LI T A �T+�•It� OVER TIME LENGTH AND W9DTI1 OF THE PAp. eeTc 1V1Sttltttek,Town of Southold � REV Suffolk Co., New York \✓ Dumpster Pad 5/13 . a ... N.T.S. Source: NIB TO a -` FSaeE �I START/STOP Issued for 1$" I.D. GALV. 511- POST k RAILS T n ,,,R anOP ql - ^ r8 I _ SEE NOTE 1. �-- I`+� PACKER v -pha9-A-ml - i N 1.121 'x: DOOR 1 OPENING Site Plan Review Ln _ 1238iN ILS Iq7 1 _ PP 1 ISI li '� lJ 1 1 E D-800 r-5• FRONT Loan Not Approved for Construction L It AI BEAR FEED 27 1/2" CONSTAUCTIONpSPECIFICATION5 DOOR Drnwln9 TAI. Siah .VFW I -II-TER %:'P=C SHALL HAVE AN E'_5 OF 10-55 Su9_A� MA• R: USEC =c9 frlOPi TERM $IPL ICAT IONS ]. CUT FABRIC F .9M A "CNTINJOUS POLL "d EL-NI'�vJf JE-NTS Site Details 2 12' LOINTS ARE i\E-DEC THEY WILL B_ OVERLAPP_C C TPc FIX- 9T4&2TRUCK D-800 73 PICK UP PLATFORM DDUBLEFACED SAND ELAETED SIGN X13 sTpKE MaTE9`J'_E MILL BE STO+OeRO 2" ^' 'AL9] .'i EILIVALEM METAL WITH A MINIMUM _ENGTH c- 3 FEET • PAINTED WHITE SAND BLASTED DYESTEPN RED CEDAR)BACKGROUND '4 SPACE STAKE' Ev=NLY AMOUNT INLE' ] 'EE- 'ART AI] ]RI'✓E .. • RED(GIVE red)COPY AND BORDER MININIM 1B "Lis DEEP PAGE GLEITEP *r AN -- - LAY BE aRI1GE] • BRICK COLOR TO MA TCM BUILDING WITH THE USE '_F WIRE ME31 BEHP:D THE F=_T-_ �BT:G FOR BUSIEST FABRIC S^ A__ 3E EMBEDDED 103T MII.IVUN -ELS✓ -PCUNE AND 1 BACKFIL_ES _ SHALL 3E SECL9c_1 'ASTENEO 3 THE STAKES AND F93IrE Heal.VME.1'G" ` •e CP2THE r'.B1L]L FDAIE OV-q F C4 B5-191-111 CL AEG112 -E CREST y r. 1 .v.. •''• ML%LHON DRLINI6E AREA l pCgE 1A'rAL'ANLS=J�uIr MODEL D-800 ') E fbml.,(, i MYsallelt) 9u hn dt"as'i �:;tl�,�= Nota: WAOU.Kt 1SUEEV CALL Trnn. eXnG:mral'01HMlu FILTER IECMPIDrzOBP :ALE •�IIII,•� _ „� A'e � 1/4•-1'-0' s YYYA1T1Y1009 to Omwrng Number 1. CONTINUOUS RAILING POSTS D 5. OC. HALL / !!�. 1127 Ny ( MAX.)) CW40 SEE NOTE 1. '^�Fy� .m 3/I D/03 3571279 OB. BE USED WHERE INDICATED ON PLANS. SAA 4 ITiF Di1NC .`SF I Monument Sign 10/99 Handrail 6/03 ms un"ntlSeerme"mC"n""fan Pose 1A]e W' FmnnPnrnm. Modem-800 3/10/031 . 04/19/04 q I e' N.T.S. N.T.S. Source NIB N.T.S. Seem. ACcurct. Indusblss WIN Platform Bdad by VHB rl' •a `� / aof TF 3 nV Sheet N Y Prahrw4 I Sri.... 250' N Y Professlanal Engineer 25a' No.072072 \...U5085\cadild\planset' L\25085\cad\sr\plenmisc\25D85survey dwg Math ywn uthold J/ Site ' h ( �\ Engineering & Surveying, P.C. Water q_' 4, vI 'm 5 01 o \ Transportation Hw w z 'v z Land Development 9s Environmental Services a� 6 25 � �" �� 101 Walnut Street,P.O.Box 9151 coH° pN sYn=-- °cf , �o\�\ Watertown,Massachusetts 02471 617 9241770•FAX 617 924 2286 s � - Owners: ° o �a °®NO s j,OpuS MaP Robert Chiapetta (Lot 4) s alaFEET Northfork Bowl Inc. (Lots 2, 28, 29) No 0 6 ^� 0 '- � o"w/ Northfo k Properties Inc.,Associates L( (Lots 11, 30 G ) I lzCy' %ti SDEWP� i- - --- ---- w/ 16.°AN Legend II f £ �' O DRAIN MANHOLE Applicant: ® CATCH BASIN Laker Development Group,LLC OO SEWER MANHOLE Q TRAFFIC J P 1� _ OHw i \ - - - ® ELECTRIC MANHOLE ' JUNCTON o r ___-- A O 0• �% \ OB COMBINED i� Box ❑ 5t RQ P U R' oHwl \F - O TELEPHONE MANHOLE 0•�{ V@, � `,/ Y� 3 DESC. THIS SURVEY O MANHOLE SP, OVp,R - ' 0 HH - HANDHOLE • BOLLARD 6! • `, �° MAPL wArl I� O WATER GATE FIRE HYDRANT gocwP�K _ °ovER i ® GAS GATE ca+ ec STREET SIGN -'iE01 Prrc Ll°rrr POLE su � / T t �;/ GRASS o" FwPDE BOH,' RD I L ', o LIGHTUTILITOLE I ' SPEN9tE�E°VG fp LCL 'EAR BEIY�•s\ POLE 3'2a°O _ DD C- GUY POLE s T X BLOCK 2 E '�� GUARD RA N701810"E ' • 5656 \ �` M GUY WIRE r- - Na „ �'�� rs r `, — — 0 MONITORING WELL ° a LOT 30 - 2433 2^°� 1 5.34 PrNe ' EDGE OF PAVEMENT N/F N012TH FORK z 53.2600 RAss srr, 17 4 _ o rs cc s, CON �, '� MAP �' 3r vcc CONCRETE CURB A . P OPERT/oHw 182 . _ _R — — PA kE T —x SID, — — E0P _ 2 � `FAM, ` -?I; VERTICAL GRANITE GRANITE EDGE B GRAVEL LOPED GOP -._ .._ c f64PgOO 2616 --.2314 \ i- RM \ - _ .\ SGE S 5 11III carve RoaowaY se BITUMINOUS BE 2 , z$68GC 3 o I CAN�Ea DNDERPAVEMENT —224,4 Ayr -TAX._BLOGK 2 X BLOCK 2 -� -__ -�—* CHAIN LINK FENCE ce=z5ao I �� LOT 29-'� -2s_ 2463 --. _` . --Y _ LOT 28- 3 zr.u° TRAF w — �3 — — >;-- — — ',za.63 g — - — - — SEWER LINE RAINAGE INE BOX 200' _______ L_ /F NORTHFORK �,� --CC -- oNw F NORTHFORK BOWL I BOWL INC. \ INC. I -onw— — OVERHEAD 'MRE II ° �116s \ GAS rn r , z53z B1r --� \ v z2 se 22 2�f ` E UNDERGROUND ELECTRIC I ` N 2523 P coNc \ SEPT[ o s _ ', T- TELEPHONE DUCT _ AVE Ji=24 AD s INTERIM Tex LOT ONESDIP) °Nw ! -c GAS LINE a P z+ 4 m \ 1 2• WOOD LANTER 24 ri, 2,062 I w WATER LINE N 25'12 \ 2$22 CG 25 P2LANTER C 08.6'SEPTIC 2BB 0000000 STONE WALL TREE LINE TAX BLOCK 2 ® i 2d,_ ME'ER Is' OAK \ PLANTER E=25.38• R=z3.2o� —mD'Bz 100-FT BUFFER ZONE LOT 1 z4 za m o o-- 242 SEPTIC C/0 , I zr s 2x.40 1DD'Ra 100-FT RIVERFRONT AREA N/F NORTH FORK A STOCKADE o -FFE=25.42• ` R=2345® 1 1 PROPERTIES I u o { o FENCE FFE=25. 3_ - %a°ONc II (� z - ar coNc , SEPTIC C/O i —200 RA— 200-FT RIVERFRONT AREA 24D 3 j o " eAyC FRONT YARD SETBACK (100 FEET) I R=lass ® ol� I p ari_,opo ' " UNIT MEAN ANNUAL HIGH WATER o A m k2363 II in sFl alOO LIMIT OF BANK Im '� �^ EDP 23s 1 STORY SNn SES SEPTIC C/O NII WFI-IDD VEGETATED WETLAND BOUNDARY N /? _TAX BLOCK 2 A MASONRY 232, R-23}z� -___ .'��" '11I� I M 6 Z N/FDNORTK233, (BOWLING ALLEY & of ---'s� 0223 o IT o G' FORK INC. ' a' j / SEPT[ C/o SEPTIC C/o of iI 41 ' 2Z �. RESTAURANT) D R-2288 A t'r w rn - cn c o R=22.69 f y I o o SHE m (BUILDING FOOTPRINT r m 2222 m, 221, E�"AREA�L�L _ 14 467 SF_ z ) / TAX BLOCK 2General Notes �I / LOTS 1, 2,.--3, 4; 27.1, 28, 222 '-29 & 30 - _ - ' 1) THE PROPERTY LINES SHOWN WERE TAKEN FROM PLANS AND SURVEYS PREPARED -2 -� - BY PECONIC SURVEYORS ENTITLED "PLAN OF PROPERTY AT MATTITUCK, TOWN OF z REV PER cvs COMMENTS a/Te/oa ALS o' m. / AREA: 77 801 SQ. FT: O DEED A E 21, y m / ,- 80UTHOLD, SUFFOLK CO., NY DATED MAR. 20, 1996 AND SURVEY FOR NORTH 1 Rev DEsc tax Lor 11/20/03 ALS 6 2D r- {} m (1.7861 ACRES) FORK BOWL, INC. AT MATTITUCK, TOWN OF SOUTHOLD, SUFFOLK CO., NY' DATED HORSE SHOE PIT DesI ned by / �aPLE .BrP Nc� a BDpsE snDE PIT °s' BrAyf - /• I / SURVEY PERFORMED BY VANASSE HANGER BRUSTLIN, INC. ON MAY 6 AND OCT. 8, CADcheckedby Drelw°n Dace APPw _ ZONE B _ _ _ - DEC. 1, 1995. Nc �\ a MAPLE e" MaaiR !� ZONE R-40 I - ,,,.- ><2 P Nc I \ ,� �I 2) THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE FROM AN ACTUAL FIELD a by Checked by p ' �. Approved by /1L5 f rs � 12 on e as _- y 2003, F =2 .95 =2 82 - m S1' =30' p°te n[, _29.2003 % _ ~ l 3 'a 3) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN '31 CONC. X06 n' / APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE Project TOe \, z„ a E 1s' MAPLE 2033 s PAD _ (35 FEET �ti x'4s rs2S o ,I > OWNER OR ITS REPRESENTATIVE. Proposed CVS Store I� 16zf s' OA1 zO5 REAR YARID /" TAX BLOCK 2 {"' Y ❑ n m ^ ° SETBACK I i 4) ELEVATIONS ARE BASED ON NAVD(88) AND ORIGINATED AT AN NGS SURVEY DISK, a e' OAK :, - , TAX BLOCK 2 \ LOT 27.1 s' DAR s"'aAx 10. MAPLE °za LOT 4 rs. GRAss \ GRASS - zo I LOCATED NEAR THE MATTITUCK PRESBYTERIAN CHURCH, ON THE SOUTH SIDE OF Main Rd. (N.Y.S,R. 25) AS, -- - - Dr N/F MATTITUCK REALTY'- SOUND AVENUE AND 200 FT WEST OF LOVE LANE. THE BENCH MARK IS A DISK ' I� ;'16°� /eh`k-''is' aAH _ _- _- - - - _N/F.,$OBERT CI IPETTO A �Iss' 'b A __ w - IN CONCRETE MONUMENT AND KNOWN AS K 335, ELEV. 15.47 FEET. It _ u OAR\ / it EOP- '- I Town of Southhold oI - AK „ 65� I 5) THE SITE IS SHOWN AS LOTS 1, 2, 4, 27.1, 28, 29 & 30 ON THE COUNTY OF .I ,Ea.az - 5.0. D� On Mattituck Suffolk Y - _,- ( SUFFOLK ASSESSORS MAP: DISTRICT 1000, SECTION 143, BLOCK 2. > Co.,> 4 I,I e" Oax r622 140.00-�_'1Y O_AR--__ iso 569'20.50"W / Ise°ea mr p -®� sTac61 _ _ _ S69'20.50"W 7) 14 OAK ,�„� i II 6) THE SITE DESCRIBED IN ITEM 5 LIES ENTIRELY lMhilN ZONE X (AREA DETERMINED ss h E FND '- CO<JC.MON FN 520'39'10"E fI ,'I TO BE OUTSIDE 500-YEAR FLOODPLAIN) AS SHOWN ON THE FLOOD INSURANCE Planning Review °ENCS ?s - - ---�r4 5.54' • °L l9 I RATE MAP FOR SUFFOLK COUNTY, NY, COMMUNITY NUMBER 360813 PANEL 0481 rss9'N mm s IS TAX ST BLOCK 2 �� g SUFFIX G, MAP NUMBER 3610300481 G, EFFECTIVE DATE MAY 4, 1998. I 6m TAX BLOCK 2 °q N/F LISELOTTE H URIST k's.RD ob mIM I 7) THE TOTAL AREA OF LOTS i, 2, 4, 27.1, 28, 29 & 30 IS 77,801 S.F. (1.7861 loo LOT 5 ACRES) Dram Ttle z N/F MARIE A DRAKE it sl mn I 9 yIIn I= o I ce ; fI Existing Conditions 1Jp ]2.r2 i I 2110' W 1.00' FROM Plan 5 I; I. PIPE TO CORNER / DETAIL(NTS) I� � I a0 prowing Number LPW IN CONC.FND :,SCGk, .0;!,ri 30 0 30 60 C-9 SCALE SCALE IN FEET ��%, '' •. (y ' �� Sheer °f ..... 9 10 e,,,nnnl,naat. Michael W.Junghans Pr°lav4 Nonibef N Y Prafasson°I Engineer 25085 No.072072 \\NJEDI\PROJECTS\25085\CAD\SR\pinnmiso\25085survsy dwg i L \25085\cod\Id\planset\25085-PLOT dwg Luminaire Schedule Numeric Summary Project: All Projects Project: All Projects /V Symbol Qty Label Arrangement Lumens LLF Description Label CalcType Units Avg Max Min Avg/Min Max/Min PtSpcLr PtSpcTb 7 OB SINGLE 14000 0.800 M5335T-750-11300P 175 WATTS A Illuminance IF 0.90 15.5 0.0 0.00 0.00 10 110 10 WP1 SINGLE 14000 0.750 MHIP-C-175-MT-BK (LUMARK) , 11 Engineering 8c Surveying, P.C. -� 2 A SINGLE 23000 0.750 CAL-250-MH-MT-SL-BK-CA42 (MCGRAW-EDISON) Transportation 4 9 A2 TWIN 23000 0.750 CAL-250-MH-MT-SL-BK-CA42 (MCGRAW-EDISON) Land Development u J r Environmental Services "� 301 Nott Street Schenectady,NY 12305 518 370 8602 a FAX 518 370 8606 1FiAF - M°GRAW.EOISON' Jll^CI,JIJ _jC1nl' ?i- }l it ' ;YJ� �, LV`I 1.,1 .I. 1 �� -� 1 Owners: ;:U„ ❑1. - �. ell 1.� ; / '' ��' (` Robert Chiapetta (Lot 4) m -J:F' Northfork Bowl Inc. (Lots 2, 28, 29) CA� ``�'% ?t ,` ,;% -� = - o„^ Mattituck Realty Associates (Lot 27.1) is ..�....^. =°N=°pRSE` Northfork Properties Inc., LLC (Lots 1, 30) Applicant: Laker Development Group,LLC \ niIiI �'I I � A di -a v 0.1 v0. 10.1 v0.1 v0 0.1 �t--G T0.1 0.1 q� 0.0 0.0 0 1( Er v v vq 0.20.2 0.1 0. � 0 0.2, 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 I'I II11 I00 - � • o v , v v n v v 3� v , �T 00AV 3,- 05 0.50.�� 0 0 0.4 0A 0.4 0.3 �„Q.2 0.2�0 1 .0 _1 0.1 `2 0.3 0 2.1 5.3i 11.2 9.5 `z/=G 1 .7 1 .5 3.1<'s.,7.9 _ 11 .3 6.5 2.7 a °1 .7 2.5 5. °11 .3 8.8 3.4 °1 .7 °1 .2 0.9 0. 0.5 _-DI2I ' _ 2 0.3 0 v 5if 'q � \s v v I d 0 v v v v v v `!]1. v '� v v v �r P v v -" v \ ._c� q v v v v v v v v v v v v v C,- v ' BLIGHTING-LUMARK' 0 ,' 0.1 O,L�_' 3 0.5 1 . 12.4 5.61 8.1 7.9 .8 2.0 1 .9 3.3 7.5 8.3 6.7 3.0 2.1 2.8 6.a 8.2 7.7_ � _2.6-- 1.4 2.3 1 .9 0.8 OI2 0.i1 COOPE �j - - -- - -- _ . � v v G/.UOIK/,F Ilv v v v vp4.v v v w v "ISP _ - q v v v .0 .0 -- 20 - 0_1J (p,�w . 4S115q - .� 2.1 2.6 4.9 4.9 3.3 3.2 5.8 5.5 5.7 ^-s - - - - - - - -d9� ., �o v "v -'d - v v v v v v - v v v v v v v mom, v v q �l "' ^'- 0.1 MD.''U' 9 1 .7 ,2: "2'.4 2.2 1 .7 °1 .6 i .6 °1 .5 1 .4 °1 .6 1 .9 2.0 2:6 27 27 2.6 2.,' °1 .8 1 .6 1 .6 2.8 7.r' ,z .6 2.9 j 1 t ^ fi { - I �. V D r" ceunioEn 9 �•.u3 ''_ �/ '1 d� h, i Ii, �I\ 1_ �, q ° ° q F-5 41 v AHI -i�' ��_ LIJ� v- v -ti ' v v I_I . sJ- 3-. ZAT_.3.O-L0 -- - -�° 4 2.9 1 .2 8.Z_..- si. .� 4.5 A. �}-5-2.1 tr _. 2 - _.._. -.1 0 T-0.3 1 __ i „..,..m. .. .^^,...m,. a.., Jw a .... �'.M,.,..,.,b, ..w„.........F^..m.,. . „,..^.^. • ..�- - • ° v, ia-- i Pil��.�.I v ........v " _ _ __q 2-0 , ..„^ 0 13 2 „6 2.2 1 .21MSEPTI, MFTLPv , racr v1 1 .5 0 .� 1 0 0.1 5 . 8. �F - . cw *L I 1 ' LTTIU 1 ^ - v v )? i b° cYJ v cr -- T-7 4 v o o v v ° ' DB - EN I .• .2 6.2 °1 .5 1 .6 2.8 32 2. .8 04I , �.li ' q q q 0 0.1 0 3 1 2 4 5 .4. 4.5 2.0 1 .5 4. it - WP-1 _ Er E 0 0.1 0.3 °JO °1 .7 �2: °1 .9 °1 .5 °1 .4 5. 6.1 1 .4 .2 7J7_ . _ -. ° .0 3.3 °1 .0 1 .6 5.3 8.6 13.0 �2 0 5. 1 ° v v -c v "o v ,1 Y f „• 0 0.1 0.3 , 8 1 .0 1 : 1.3 °1 .11 °1,2;,�� 3 ,� a L EN SEPTIC C/'0 O 0.1 0.3 9 °1 .5 31. °1 .7 °1 .3 °1.2 4� . � ° 2J �.4 °1 .0 °1 .7 5.3 �/ 4 `' ,a .6 /'0 4.d .1 m q q q q q q q ° r6'Er-1 r - - - r��-� 4 REVISICNS PER NYs00T COMMENTS 6/15/04 q w i � " - v v v v v v v w ty,lo� -51.0 0.1 0'3'� � Z 3 6 ,3'. 3.7 °1 .9 °1 .3 3 1 c 5.0 1 .3 1 .5 2 8 3 1 _ 3.0 $ /r0 4 , .1 �,p a7 _ r T �y4.yw�� q ° -q , '°' REVISIONS PER NYSpOT COMMENT$ 5/19/04 A - s., PROPOSED B I_D NGAR AVwP,1 I ° v o TIC. /" - °„„„, �......,. _. .: 0 0.1 0.� 0 10.9 8: 6.6 2.3 1 .6 r ° .6 ° FEP _- - 4 0 uv+sa+s Pw Tow+ a-s°mewn ceuuwrs 4/1/04 2 '° 9 6.5 1 .5 1 .4 1_9,0 " 0 1 .6 �u I - --- ---- - - -^-°•• ^ `n -- J �01'� 1 REVISIONS PER CVS COMMENTS 3/18/04 - 'IrII v - WP.i + .I , v v v v v v v (. I J No. Revlsian Date PPud v v v w v v v a 141467 -SF. 4.5 1 .3 1 .7 .4 2 1 3 N.T.S. Source. VHa D gn wn v care Lum>nalre Lighting Details s/D4 L G g 2;3., 2 1 OI '.1 ee' ea by DMC pru b DMC cb a by MWJ i0 0.1 03 8 146, B� 6.6 " 2. 1 .8 7 r �y + Cr ''v ° v q v � � � v v v v v I O _ cao eneeNea by DMC ^PP'o.ea by MWJ 1 • 0. 0.1 0.3 1 3 5.5 -5: 5.4 2.2 1 .9 7. 34,0 2.5 1 .2 2.4 5.4 5.2 5.5 .2 0 3, 1 Scale Data 1/19/04 ,.. ...' i J �' 1 ° • v Project Title r 0 0.2 0.3 °1 0 2.0 2i 2.2 °1 .6 °1 .9 8.1 47 3.8 °1 .4 2.7 7.2 °8 ° az' ° . 3 .1 Proposed Retail Development .......^... ......, ' _ „L ' 1 3 ` r.S ,T.'..... .,. I �..�` ,,. 0.6 6.6 1 .9 3.1 7.5 8. 2. OC OYS 8-30 MN Ir c 1T5 ' M'r 8K ° . " o. o.a °i 1/ � °h. I °1.3 °1 .3 2.0 7. `' /a ' � 1 , 1 11 3 0 iP.1 Block 2, L 1, 2, 4, 27.1, 2 :^w :.t' it - 1 1 15 '2. '4. `6. 16. v I ` 'w- .. ;; %-° ..w ,....,- 0.9 2 L ° 2.1 2.3 2.8 8.1 . wP 1 9. 5.8 2.2 4.0 6.2 6.0 5.2 1 .5 0.4 ,1 •2 NOTES: of Southold --p - RIC PLAN PROVIDED BY COOPER LIGHTING Suffolk Co., New York 1) PHOTOMET ° I ° I ° ° CORPORATION, 1121 HIGHWAY 74 SOUTH, PEACHTREE, are. - � 1 .4 4.0 6.2 6.0 5.2 4.1 6.3 6.5 5.4 6. X2.7 °1 .9 3.7 5.4 5.4 3.1 °1 .4 0 - 0.1 i I ° v a•• = ° 0' °1 .3 ° 6.2 °5.5 2.3 °1 .0 1 ¢ Site Plan Review 1.1 3 ° .7 5.4 5.4 3.8 4. 8.4 8.5 5 .2 4.1 ' • .4 2' Ora I0. 2) PARKING AREA LIGHT FIXTURE MOUNTING HEIGHT IS 1 EFEET ABOVE FINISHED GRADE, WALL PACK FIXTURE v A p-- -v-_ - - ° v v v -WP-4, •q 1 v v• ° v v v p p 1 0.8 9 6. 5.5' 2.3 .1 12.6 13.8 - MOUNTING HEIGHT IS 8 FEET ABOVE GRADE. Not Approved for Construction "fl J7 ' 'L� 'n pruw�°R nue ° El ° ° ° q ° q ° ° ° ° 3 PARKING AREA LIGHT POLES SHALL BE MODEL NUMBER0. 0.4 0.7 0.7 0.9 1 .2 IZ2 A .4 1 .6 1 .1 �-O,,S 0.9 .4 3.1 5.0 12.1 11 .7 4.6 5.0 12.1 11 !5 3.6 1 .2 OA4'� 0.3 0.3 0.210 ..0.1 0.1 ) -- AP-E-20-(A1 & A2)-14-BL MANUFACTURED BY THE ° ° ° ° ° ° ° <0,;6 ° ° ° ° ° ° ° ° ° ° ° ° ACCULITE DIVISION OF JUNO LIGHTING, OR APPROVED o. 0.1 0.2 0.3 0.3 0.4i 0.4 0.4 0.5 0.5 0.4 0.5 0.6 1 .1 2.7 4.3 4.2 2.6 2.7 4.2 4. I 2.0 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0. .0 EQUAL. �J Photometric Plan ° 0 ° ° q ° ° ° Cr d ° ° ,u ° q b" b D q 4) THE COLOR OF ALL LIGHT POLES AND FIXTURES SHALL Wall Pack Lighting Details s/p4 Q. ) P--/_/_0'0 0.1 0.1 0.1'L o.1 0.1 0.2 -0.3 0.3 0.3 (j:4 0.5 o.s o.8 0.8 0.5/!+:Ora o.8 0.7-, 0:•4 o.z a1 a1 0.1 o.t o.o o.o o. a .o BE BLACK. N.T.S. source: We = vl v v v ° v v v ° v v v v v ° ° v v q v v E v v v v = o -o -- ° >T-•-i�-- 0. 0.0 0.0 �.9a00.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.! 0.1 0.1 0..1 .0.0'0.0 0.0 0.0 0.0 0. '; _ - ,0 5) CONTRACTOR SHALL SUPPLY ALL REQUIRED ADAPTERS _ _ �/ FOR MOUNTING LIGHT FIXTURES AND WALL PACKS. Drowl^e Number ",q I • ° q mo. ° q v q ° q ° q� ° o ° ° q ° q P „`apN0larrrhr u G;F,p. 0 0.0 a O�-.RO 0.0'' x,0_0 0.0 O.Q 0_0 0.1 0 _0.1 0.1 _0_1 0.1 X0.1 0.1 0.1 0.1 0.1'!1E;10.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. .p ```�.�PtE,.OW�.... ' I,1 �. SE- 1 bit � ° v ' v ° ° ° q ° v v v ° v v v v v ° v o v � ��' (�.0 0.0\ 0.0 0.0 0.0 /.0_--1Q. 0.0 O.D /GIP 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 20 0 20 40 S � - \ r SCALE IN FEET sneer of 10 10 �,-- ' la rJ y r,"1 -t �6 Number i MiLMae1�U a1 Er tiFghans 25085 ii '+\ No.072072 \_A25085\cadUd\p1anset\25085_PLOT.dwg i L \25085\cad\Id\plonset\25085-PLOT RI dwg . �� I r, •'' / a- J i moi' � r ' / � l ,,. '�' _ �� \\ � ra'ir'^ 45't AND VARIES �� ExlsnNo PAVEMENT PROPOSED FACE OF CONCRETE �, rl 5µ1t CURB VARIES 0-2• FROM TC 21 4 1 EXISTING EDGE OF PAVEMENT " 1 - I- IllRB'RAMP (TPE 3A) IftAFHL _ - _ 1 t -� [r pp,, k)1 /� 1 VARIES 5.-6' U R•IC�1111J BTU' r ', wrH" 1. 1I'' I L �-, I, 5 5 E'Cl, ❑( n �N. rl ,�- ,I � L' 'tom oV)�'��I C. LIMIT O SYR-WCUT _ SHOULDER EDGE LINE SIDEWALK u. 1 r tN� .L MOW STRIP I� la1 -In _s \ EXISTING)PAVEMENT Engineering cit Surveying, P.C. 5' CONCRETE SIDEWALK .cl ' _ ` �� 1 N4( _ - '_ �--I � � ITEM 10608.01201 TranS]701'tatlOII _��' v W I• _ �/ SAW CUT RESTORE AREAS Land Development entITEM 10403.0903 SI 4' TOPSOIL, ITEM 613.01011, Environmental Services IN - Q J II AND SEEDING, ITEM 610.0203 iiLl-ice 1 . REPLACE EXISTING CU B �i�' �� - ( OIpA �\ ; RAMP WITH CURB RAI-' �'` "� � �' � . CONCRETE CURB 301 Nott 9lreet M ITEM 10609.28101 - _ _ • Schenectady,NY 12305 ( ,YPE 2A) 518 370 8602 8 FAX 518 370 8606 SUPERPAVE HMA TOP COURSE ITEM 402.129101 (1J$)" Jt N IiIVr i y��`Tvf '. Ir/C , ,._ '`UCL "•' LIIA l I _ SUPEITEM 402.198MA (BINDER COURSE RObeCt ChlBpetta (Lot 4) '', _ / Llll - r ` � �,x �( _iJl , 'V '1 r1 _ "1rli "17 IV' l l ( 'V i�� -�,,,' � OP EDS DE01 'ATION � TC i _ - 1 �N j y� SUPERPAVE HMA BASE COURSE Northfork Bowl Inc. (Lots 2,28,29) TO TH TOit�rµM o OT 3G11 3 ` � �— TEM 402.378801 (s') MattituckReal Associates y I Realty (Lot 27.1 -- - T r \af J 1 (PLACED IN 2 - 3"3 LIFTS) ) SOUT�IIOLD� ©.0 1 �� IR TH TOP,�C �.� f I' a nes � � — — �� 1 _� - � � �� Northfork Properties Inc., LLC (Lots 1, 30) _ _ _ 4\ 1 'i —� �lC 1'0 -, IAA F/ I� =- L I( E1 L( )-)� L Y 'L% b ) �" II N _ - - - -- — - ' _ ITEM 17304.1011 (6") EMP LC1N UNCLASSIFIED EXCAVATION Be DISPOSAL Applicant: ID,tiN i- - µ � /� cC,IF 1E�. tC�� - •� - �C _� - 1I ,ry C ITEM 203.02 Laker Development Group,LLC ' rDIJ,R1 nLIWA LV'u, r _ a�U B P, ( YPE 3A) <�I '\,; EUI �'t. .._ uHUERN EME'' r _ Typical Section NYS Route 25 R/D4 -n. /// 1 p t, RI 11(, I-; N.T.S. `9' - 1 11V%', . ( 1T 1 _. -- _ _._ ._ - - - — _ , 1 ` _ �J 1 r° i i Cf � � � � n , � -1 ,-, VARIES " PUS ''D f' __ _ V� •�IJ�T ��(�� ' I,-i- __ ., / TI r', 2xlsnNG PAVEMEN 3' 5 '` --- .-nliw-- �J" F �,](I T� O�'. : e . �l sloEwauc GA _ ,- J �F 1� - - MARLENE LANE METER - rrrrr-��T h ' DI .a L_ _.-_ ___�. _ -_ _- a • r^1F VC' ,'`� HTER , 4" TOPSOIL. ITEM 121 AS D� P IAX JI IJ F, (T11'7 SEEDING, ITEM 123 LS NYS ROUTE 25 NTLPIL 1_ _ _ PROPOSED FACE OF CONCRETE FULL DEPTH Z � lUCURB VARIES 0 2' FROM PAVEMENT LIMIT 'WCUT �A ® �® �' I® a I. -_.___ ,- EXISTING DGE OF PAVEMENT q WA�FF - O ' ; Ick MLEr — _ ti I_ at _ 1 2' MIN. St EWAtx T _,- - __ _ - _L _ �1-�o__ - ' R } I AIJIkK 1„ II { SIGSBEE ROAD SIGSBEE AND tTOLIiA' E o MARLENE TF FORH', ril v' • FENCE ,, . "EN / FULL DEPTH RTIE S PAVEMENT CONCRETE SIDEWALK, ITEM 105 �.I,.E MC)Nr IfAR[ �EIEaL �: W00 FEET) "` l ,� \. CONCRETE CURB, ITEM 97A I�_y I N SAW CUT 1 T ITEM 205 1Y2" ASPHALT TOP COURSE, ITEM 51FX ENE> L� � �. ,� 1 � '�. 4NA" DENSE BINDER (2 LIFTS) - ITEM 51 F% Ti a r �ci r1-)T. , �'� ��) �a = �� I C SA CUT 6" STABILIZED SOIL -AGGREGATE SUBBASE- ITEM 45 CH .,T Si B _ �j TT UNCLASSIFIED EXCAVATION ITEM 2AS o= LGT - , rLJ- 7 - t � g �, I Si sbee Rd & Marlene Lane Widening & Pavement Repair Icin = PROPOSED CVS L. ( , :M� L11Y -' _ Irl 111 N.T.S. BUILDING AREA n w -o �.n �= 1 14467 ±SF. \ s1p. ° SEEANOTE CD 3 - `" T' T c_ / OR F�ATl{ER pLANW OR SUNFA� �n KIN ILI -LLEYDALLtwN- i t r AR _ TAX BLOCK 2 t LOTS 1 , 2., 4, 27.1 , 28, 29 & 3,0.. OTKER '•,• w O s PLANTING OR NRF CE DEED AREA: 77,801 SQ. FT. yDETECTABLE -- T (1.7861 ACRES) J / NO I- IAL Kl IG WARNING Tl �I - FIELD 71. TRANSITION AS SPECIFIED IN CONTRACT ITII DOCUMENTS DR TO ACCOMMODATE --U,1 - -- - �'`- - _ _% 1 NOTE: PARALLEL CURB RAW LENGTHS 1_4i, 91 'r �' �J 7 _ _ _�� F --- - -- — -- -- -- ' J � C' � FIGRoc _ � _ THESE PARALLEL AND PARALLEL/PERPENDICULAR CURB RAMPS E MAY BE USED AT INTERSECTIONS AND MIO BLOCK LOCATIONS. �� _ No. Revision Dote ppvd 0I''� E F'-- '-t O COMBINED PARALLEL/PERPENDICULAR (n '' < ° /�lT .I • I IbVC', CURB RAMP (TYPE 2A1 Dasagmd by DMC Drawn by DMC cmakee dv MWJ SHOE <' it-• CAD checked by Approved by MWJ E ID IT DMC - 'r " -- ---- Q _0 I �N _ - sable 1„�0, Date 6/18/04 o n Project Title - - - MIN.- A � �` ' P 'e Proposed Development I r ti —�-- Block 2, Lots 1, 2, 4, 27.1, 28-30 REAR '\ARG A"C 3L1 (_K TA/; BLOC h E SCTEAC;I{ LOT Mattituckjown of Southold / 1 / /' Suffolk Co., New York TRANSI710N AS SPECIFIED SEE NOTE 3 J F �� .�., � � 5� l —LANDING Fl(FB E R T IN CONTRACT DOCUMENTS Issued rar JIT' ."_ _— _ _ / a _ T " F� V ( 7� 1 �f,UR9 TRANSITION E�” µA. f, '�;J l II I _ _-,j xT BLENDED TRANSITION.-/ , L Site Plan Review _ _ SEE NOTE 13 DETECTABLE WARNING FIELD � I "� f'• �' �� I _ �'�; i O0 I �,� _ _ 1 �" V i1 - �' -5r- SIDEWALK" �I'G) 9 ,2 0,E0 W �Il SIDEWALK CURB RAMP/BLENDED TRANSITION �� (TYPE 3A) Not Approved for Constriction 9•�'0J0 W SIF Drawlna Tine ` l J FF CE 5A Curb Ramps I e, e/o4 TAX K (_)(,;I'. Tin T „ N.T.B. Road Improvement CURB RAMP NOTES H Plan & Details 1. THE PUBUC SIDEWALK CURB RAMP STANDARDS DEPICTED HERE MAY NOT BE APPROPRIATE FOR ALL LOCATIONS. FIELD CONDITIONS AT INDIVIDUAL LOCATIONS MAY 7. THE SURFACE OF ALL CURB RAMPS SHALL BE STABLE, FIRM AND SLIP RESISTANT. A COARSE BROOM FINISH RUNNING PERPENDICULAR TO THE SLOPE IS REQUIRE SPECIFIC DESIGNS. DESIGNS MUST BE CONSISTENT WITH THE PROVISIONS OF THIS SHEET TO THE MAXIMUM EXTENT FEASIBLE ON ALTERATION PROJECTS AND WHEN RECOMMENDED ON CONCRETE RAMP SURFACES, EXCLUSIVE OF THE DETECTABLE WARNING FIELDS. STRUCTURALLY PRACTICABLE ON NEW CONSTRUCTION PROJECTS AS REQUIRED BY THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES. 8. RAMP TRANSITIONS BETWEEN WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES (6.4 mm MAX). 2. THERE SHALL BE A LANDING AT THE TOP OF EACH CURB RAMP. THERE SHALL BE A LANDING AT THE TOP AND AT THE BOTTOM OF EACH PARALLEL/PERPENDICULAR RAMP. 9. COORDINATE ALL TRAFFIC CONTROL DEVICES, UTILITY LOCATIONS, SIGNS, STREET FURNITURE AND DRAINAGE TO ENSURE A CONTINUOUS PEDESTRIAN ACCESS ROUTE AT ALL CURB RAMP LOCATIONS. GUIDANCE FOR CROSSWALK MARKINGS AND TRAFFIC CONTROL DEVICES IS PROVIDED IN THE MUTCD. Drawing Number 3. LANDINGS SHALL HAVE A MINIMUM CLEAR DIMENSION OF A 1525 mm BY 1525 mm SQUARE. THE MAXIMUM CROSS SLOPE AT LANDINGS IS 2 PERCENT IN ANY DRAINAGE GRATES AND UTILITY ACCESS COVERS ARE NOT ALLOWED IN RAMP WALKING SURFACES OR LANDINGS. pa0k,,pAAoaIN,„7 DIRECTION. LANDINGS MAY OVERLAP WITH ADJACENT LANDINGS OR A SINGLE LANDING MAY SERVE AS MULTIPLE CURB RAMPS OR PARALLEL OR PARALLEL/PERPENDICULAR 10. WHERE FEASIBLE, E.G. WHERE R.O.W. WIDTH PROVIDES SUFFICIENT SPACE TO INSTALL SIDEWALKS SET BACK FROM THE CURBS, RAMP TYPES 2A AND 3A RAMPS. LANDINGS MAY OVERLAP WITH THE CLEAR GROUND SPACE REQUIRED AT PEDESTRIAN SIGNAL PUSH BUTTONS. SHOULD BE INSTALLED AS THE SEPARATION PROVIDED BETWEEN SIDEWALK AND CURB OR TRAVEL WAY MAKE FOR GREATER PEDESTRIAN SAFETY AND 4. CROSS SLOPES. THE MAXIMUM CROSS SLOPE OF CURB RAMPS SHALL BE 2 PERCENT. CURB RAMP SURFACES SHALL GENERALLY LIE IN CONTINUOUS PLANES WITH /4 COMFORT. - RI- I v` MINIMUM OF SURFACE WARP. 11. AT MARKED CROSSINGS, THE FULL WIDTH OF THE RAMP SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, THE SIDES OF THE RAMPS (THE FLARES) Cn! 5. THE RUNNING GRADE OF CURB RAMPS SHOULD BE AS FLAT AS PRACTICABLE. THE MAXIMUM RUNNING GRADE OF ANY PORTION OF ANY CURB RAMP SHALL BE 1:12 (8.3 NEED NOT BE WITHIN THE WIDTH OF THE MARKINGS. sneer at 7. . CURB RAMPS ARE NOT REQUIRED TO BE LONGER THAN 4.6 m. _ ) WARNING REQUIREMENTS. DETAILS DOT NOTE SHOWDROPPEDCURBS EAT BOTTOMS OF CURB RAMPS. DROPPEDLNICURBSTMADYABE SPECFIEDR SPECIFIC DETECTABLE qNAL ENvo`� 6. CURB RAMPS LOCATED WHERE PEDESTRIANS MAY WALK ACROSS THE CURB RAMP SHALL HAVE FLARED SIDES. THE LENGTH OF THE FLARES SHALL BE AT LEAST TEN (10) THE TIMES THE CURB HEIGHT, MEASURED ALONG THE CURB LINE. WHEN INFEASIBLE OR IMPRACTICABLE TO PROVIDE A LANDING THAT IS AT LEAST 1525 mm WIDE 13. SLOPES ON BLENDED TRANSITIONS SHALL NOT BE STEEPER THAN 2% (1 ON 50) IN ANY DIRECTION. 2O O 2O 4O Michae ''W'.'71Ea,ln d, 2508 Number (MEASURED FROM THE TOP OF THE RAMP TO THE BACK OF THE SIDEWALK), THE LENGTH OF THE FLARES SHALL BE TWELVE (12) TIMES THE CURB HEIGHT MEASURED N.Y 0720 2 snylneer 25085 ALONG THE CURB LINE. SCALE IN FEET No.072072 \...\25085\cad\ld\plaoset\25085_PL)T.dwg