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Home My WebLink About1000-12.-2-6.15 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY 11971 MAILING~ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Jim King, President Town of Southold Board of Trustees From: MarkTerry, Principal Planner ~ LWRP Coordinator Date: January 15, 20~ Re: proposed Wetland Permit for JAMES BAILEY SCTM# 1000-12-2-6.15 H.P. Broom-Housewright, Inc. on behalf of JAMES BAILEY requests an Administrative Permit to remove two (2) existing dormers and replace with larger framed dormers. Located: 474 Wilderness Point, Fishers Island. SCTM#12-2-6.15 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 recommendation that the proposed action is EXEMPT from LWRP review pursuant to: § 268-3. Definitions. MINOR ACTIONS item "B" which states: A. Maintenance or repair involving no substantial changes in an existing structure or facility. Cc: Lori Huise, Assistant Town Attorney Town ~of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 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. 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 pwposed action will be evaluated as to its .~i..m~ificant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 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 in the consistency review law. Thus, each answer must be explained in detail listing both supporting and non- suooorfin~ facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. / / Category o 'own o Southold agenoy action (chec approp iat 'respous*).'/ (a) Action undertaken .~eedy by Town agenay (e.g. capita / construction, planmng activity, agency regulation, land ~on) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Location of action: Site acreage: ~'.~. Present land use: Present zoning classification: 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: Co) Mailing address: (c) Telephone number: Area Code ( ) (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ~ No [5~ 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 ali 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 LWRP Section HI - Policies; Page 2 for evaluation criteria. [-~ Yes [--] No ~Not Applicable 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 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 ~ No ~ Not Applicable 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 Ill -Policies Pages 8 through 16 for evaluation criteria Allach 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 At~ach 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 HI - Policies; Pages 22 through 32 for evaluation criteria. Yes No Not Applicable At/ach 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 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 la Not Applicable 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. [] Ye~ No ~fNot Applicable Attach additional sheets if necessary WOI~.ING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable iocations.~ Se~LWRP Section III- Policies; Pages 47 through 56 for evaluation criteria. ~ Yes [] No~l~ Not Applicable- Attach additional sheets if necessavj 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 Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. [~ Yes [] NO~[~Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energ~ and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. [] Yes [] No Not App,ieable PREPARED BY TITLE/°~sc~cP -//~ g,~a~ DATE r'J N S BEE "WORK AREA OETAIL PLAN" J I BUILDING OVERALL PLOT GRAPHIC SCALE 50 0 25 50 ( IN FEET ) 1 Ineh= 50 ff. PLAN APl FILL PORT C01.0R CODING NUMERICAL LEGEND / / / / / / / / I I I I ! / / / FPOM TO ~ v.( TPEES 62,4' (TARK TO BULKHEAD) (¥YP.) (TYPO (TYP ) WORK AREA DETML PLAN SCALE, 1"=10' NOTE. THERE ARE BO DRYWELLS, POTABLE WATER LINES OR SEPTIC SYSTEMS PRESEN1 WITHIN THE LIMITS BEP[CTED ON THIS DETAIL PLAN. GRAPHIC SCALE ( IN FEET ) 1 Inch = 10 fl. KEY MAP NTB GENERAL NOTES DATED. 7/8/71 SCDHS FACILITY ID# 10-0007 SCDHS APPROVAL DEC 0 ? 2009 ~APPROVAL DATE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES BUREAU OF ENVIRONMENTAL ENGINEERING APPROVALTOCONSTRUCTSCDHSJOBNO. }]U0 9 - ~ /J-'- 5 - These plans and specification have been reviewed and found to be in compliance with Suffolk County Sanitary Code requirements baaed upon informalion submit'ted by the applicant, This approval to construct A Xia~,u C Jd~ tr PUblz¢ Health Enj~t~ REVIEW ENGII"IE~ -'(.,~ LAppr¢lved a~ N--~ed I 410 JERICHO TURNPIKE SUITE I05 JERICHO, NY I1753 (516) 433 4320 FAX:(516)433-4364 ALL PHASES OF ENGIi~ERING DESIGN. CODE CONSULTING, ZONING ANALYSIS & B1D SPECIFICATION WWW,HighPointEngmeenng,com CHRIS M TARTAGLIA THE EDUCAYtON LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE NOV 2 0 20~9 ~,O DEFT OF MATTITUCK FISHING STATION 2275 NAUGLES DRIVE MATTITUCK, TOWN OF SOUTHOLB, SUFFOLK COUNTY, NY 11952 DISTRICT: 1OOO SECTION: 99 BLOCK: LOT: 23 ~C~/£- AS SHOWN PUMP & TANK SITE PLAN su£~ ,w,. OF 5 DIKE STORAGE VOLUME COMPUTATIONS DIKE SIZE: 22'-O"xB'-O"x3'-2" = 557 33 Cu. Ft 557.35 Cu. FL × 7~48 GAL./ Cu. PI. = 4,168.8 GALLONS REQUIRED CAPACITY= 3,000 x 1.1 = 3,300 GALLONS 4, tBS > 5,500 (O.K.) LOW VOLTAGE TO PANEL LINE VOLTAGE FOR STP TO BUILDING LOW VOLTAGE TO BUILDING LINE VOLTAGE · FOR STP TO BUILDING 0 TANK ANCHOR - TYP. 4 PLACES-SEE DIKE ANCHORING -THIS SHEET ITEM SIZE 4 2" ? 10 2" ' ~AINSHIELDS' · , .? ' PiPiNG TRANSITION SUMP (SEE DETAIL TI-IlS SHEET) DWFG PIPING TO DISPENSER OVERFLOW PIPE TO DIKE FROM Fill 22' O" (DIKE) 28'-6" (CONC PAD) NOTE: CONTRACTOR TO VERIFY STAIR STRUCTURE/ SUPPORT REQUIREMENTS AND ANCHOR TO CONCRETE SLAB AS NECESSARY FOR PROPER SUPPORT PLAN VIEW 1/4" STRIKER L--L LINE OF PRIMARY rANI< 5500 PSI REINF. CONC. BLAB 18' O" (INNER TANK) TANK ANCHOR 1B'-T' (OUTER TANN) COMPACTED GRAVEL OR RCA (2) #3 BARS HORiZONTAL-CONTINUOUS AROUND HAUNCH PERIMEYER ROD FRONT RLEVATION ANCHORING DETAIL TANK GROUNDING DETAIL ROUNDED CONCRETE AT TOP 4" DIA. STEEL POST FILLED TYPICAL PIPE BOLLARD DETAIL OVERFLOW PIPE TO BIKE FROM FILL E ELEVATION-SECTION D-D PLAN VIEW-SECTION E-E PIPING TRANSITION SUMP DETAILS SUMP (SEE - SHEET) 5' 10" (OUTER TANK) B' 0" (OIl<E) SIDE ELEVATION SCDHS FACILITY ID# 10-0007 SCDHS APPROVAL C)- MATERIAL SCHEDULE INNER/ OUTER TANK SHELL - 1/(' MILS CARBON STEEL TANK HEADS - INNER: 5/16" MILD CARBON STEEL OUTER: 1/4" MILD CARSON STEEL EMERGENCY VENT DEFLECTOR ASSEMBLY OVERFILL PREVENTION VALVE - OPW #F-STOP IODO W/ #61Fr-0206 DROP TUBE OMNTED PA-1 HIGH LEVEL ALARM MOUNTED TO VENT OMNTEC INTERSTITIAL SPACE PROBE #BX-PDWS FILL ADAPTER AND CAP 5 GALLON FILL CONTAINMENT CHAMBER W/ OVERFLOW PIPE CONNECTED TO DIKE PAINTED PER APl STANDARDS STALR/ PLATFORM/ HANDRAIL HALE COUPLING THRU OUTER SHELL ONLY 11 36" WATERTIGHT MANHOLE FAIRFIELD #3BOWl 12 -- 9'¢ x 6"H SADDLE SEAL WELDED TO TANK 13 2" FITTING THRU OUTER SHELL (FOR FLOWABLE EEL FOR MFO. ONLY) 14 24" MANWAY 15 16 17 19 20 GALV, NPT PLUG OMNTEC TANI< LEVEL DAUGE IANUAL TANR GAUGE MORRISON BROTOERS ~818F FEMALE COUPLING FROM INNER THRU pUrER WALL TANK SUMP (24"¢x24"H MANWAY EXTENSION W/ STEEL BOLTED MANWAY LID) I 22 25 24 25 26 27 28 4,I 3/4" 6I, GALVANIZED STEEL RIBER@ VAPOR RECOVERY CONNECTION PRESSURE VACUUM VENT CAP 8oz EMERGENCY VENT ~ INTERSTITIAL SPACE OPW# 202 SERIES EMERGENCY VENT DIRE PUMP OUT PIPE W/ CAP FRP CLAMSHELL FITTING W/ 90' - 2' GALVANIZED ELBOW INSIDE - COAl EXTERIOR OF FIBERGLASS PIPING WITH A U/V IHHIBIFLND EPOXY PAINT 8oz EMERCENCY VEl, Il ~ PRIMARY TANR - OPW# 202 SERIES, EMERGENCY VENTS MALE NIPPLE FROM IIINER FRRU OUTER WALE 34 35 36 37 4I, STEEL PIPE STUB WELDED TO SUMP (INSTALL 4"¢ RUBBER CAP W/ STAINLESS CLAMPS IN UNUSED STUBS) POPPEITED STAGE I VAPOR RECOVERY CONNECTION W/ CAP - EMCO WHEATDN #A0099-533 GALV. STEEL RISER CAP W/ PROBE WIRE FITTING 38 4" CAP w/ PROBE WIRE FITNNG ,39 4" 4"X2" GALVANIZED STEEL NPT REDUCER 40 4"x3" REDUCER BOOT W/ STAINLESS STEEL CLAMPS DPM# RA4,Sx3.6 41 3" PIPE CAP SUMP @ END OF PUMP-OUT PIPE 43 2" OALVANIZED NPT PLUG 49 2" INTERSTITIAL MONITORING PIPE THROUGH OUTER WALL 21 DOUBLE WALL PIPING 2"¢ GALVANIZED STEEL PiPE WITHIN 3"¢ AMERON DUALOY 3000/L PIPE - COAT EXTERIOR OF FIBERGLASS PIPING WITH A U/V INHIBITING EPOXY PAINT 29 30 31 32 VAPOR ADAPTOR-EM[]) WHEATON #A0078 HALF COUPLING TFIRII OUTER SHELL ONLY , GALVANIZED CONDUIT EXPLOSION PROOF JI[NCTiON BOX 33 5/4" SEAL OFF BUFF'3LI( COUNTY DEPAR'rMENT OF HEALTH SERVICES BUREAU OF ENVIRONMENTAL ENGINEEI~ APPR3VALTO CONSTRUC'T SCDHS JOB NO. ~]~O 9 -- ~ 4 ~ -: Thee( plans and specification have been reviewed and k.dnd to be in compliance witM Suffolk Coanty Sanitary Code requirements based upon information submifled by the applicant. This a.pmval to construct expires On E X 'l~iO~ APPROVAL DATE Xiaoyu Chert Ass't Public Health Engineer REVIEW ENGINEER 410 JERICHO TURNPIKE SUITE 105 JERICHO, NY 11753 (516) 433-4320 FAX: (516) 433-4364 ALL PHASES OF ENGINEERING DESIGN, CODE CONSULTING, ZONING ANALYSIS & BID SPECIFICATION WWW,H~ghPmntEng~ncedng.com CHRIS M TARTAGLIA 7209-2) MATTITUCK FISHING STATION 2275 NAUGLES DRIVE MATTITUCK, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NY 11952 DISTRICT: 1000 SECTION; 99 BLOCK: 4 LOT: 23 l /~£/ PHOEOB -05 BATE' 9/1¢/09 DI~ '"¢ PHOEOB-OS-PIO ABOVEGROUND 3,000 GALLON DOUBLE WALL STORAGE TANK W/ DIKE / TRANSITION SUMP DETAILS REV OF 3 II'l LOW VOLTAGE PROSE WIRING LINE VOLTAGE TO PUMP CONTROL PANEL ~SEE NOTE BELOW ; TO DISPENSER~ A: STP SUMP LATERAL SECTION NOTE: PIPE ROUTING DiAGRAMMATiC IN THiS VIEW, REFER TO DETAIL B FOR ACTUAL LOW VOLTAGE PROBE WIRING TO LEAK DETECTION PANEL LINE VOLTAGE TO PUMP CONTROL PANEL 4"¢×6" LONG PIPE STUB WELDEO TO MANWAY XTENSlON SUMP (TYP, OF B) TANK .4"¢ RUBBER CAP @ UNUSED PIPE STUB (rFP. OF 2) PIPING TO DISPENSER B: STP SUMP HORIZONTAL SECTION SCALE' NTB LOW VOL~GE JUNC[ION BOX (POISONED TO ALIGN PROBE OVER SUMP LOW POINT SEAL BOLTED TO J-BOX WI CALK HARDWARE (TYP. OF 2) STEEL CLAMP (YYP. OF 2) RIGID CONDUIT (LBNGTH AB REOUIREO TO ALLOW PROBE TO REST ON SUMP LOW POINT CONDUIT - OMNTEC PDS SERIES PROBE POINT OF SUMP SUMP SENSOR INSTALLATION NOTES: C: OMNTEC SUMP PROBE MOUNTING DETAILS (SEE pROSE MOUNTING DETAIL, THIS SHEET) D: DISPENSER ELEVATION/ SUMP SECTION 1" RAIN LIP DISPENSES SUMP FRAME ANCHOR BOLT MOUNTING RLANGES -- PiP!NG UNION FINISHED TO TANKS (SEE PROBE MOUNTING DETAIL, THIS SHEET/ SEE NOTE BELOW) SECTION A-A AT DISPENSER ISLAND *NOTE: PER SDDHS REQUIREMENTS NNNTAIN TEST BOOTS IN PLACE WiTH CLAMPS TIGHT TO PREVENT ARY FLOOD WATERS MEASURE AND ADD 1 I/2" (AMERON)-eF~ B" - 90' FRP ELBOW 2 PC CONTAINMENT SHEL APPROX 3 4' COUPLING 2 PC LI · / ' CONTAINMENT SHELL cOUPLINO SHELL 2" B" - 45' FRP ELBOW FRP PRODUCT PIPE 2 PC CONTAINMENT SHELL TEE 2 PC CONTAJNM EIqT SHELL 45' ELBOW SHELL TEE SHELL PRODUCT PIPE CROSSOVER E: TYPICAL FRP PIPING DETAILS pAVED AREA, 10" MIN. (INCLUDING 2" MIN. THICN ASPHALT) OR 8" MIN, (INCLUDING 4" THICK CONC ) UNPAVED AREA, 18" MIN. ILE WALL PRODUCT PIPING F: AMER,0N PIPE TRLNCH DETAIL 2" GALV VENT RISER OMNTEC RA-1 HIGH LEVEL ALARM MOUNTED TO VENT RISER WARNING ] WHEN ALARM %OLJI'JDS TANI< I% FULL DO NOF OVERFILL OVERFILL ALARM,/ SiGN ATTACHED TO VENT RISER DETAIL SC4LE NTB NO 0 - MATERIAL SCHEDULE I AREO POWER STEEL TANK WITHIN COMPARTMENT DIKE R 2¢"¢ X 24"H CONTAINMENT SUMP BOLTED TO MANWAY W/ BOLTED LID 3 B/4" RIGID CONDUIT 4 DOUBLE POPPET IMPACT VALVE OPW #lOBHMP-58BO 5 1/2"X12" MxM SWWEL FLEX CONNECTOR HOSEMASTER FS MS, W/ HEAT SHRINK CONTAINMENT BOOT BY FLEX-lNG ~YJHS05 S NOZZLE OPW OR CATLOW 7 4"x2" RUBBER REDUCER W/ AIR VALVE - BPM ~RA4.SX2,4A B 4"x3" RUBBER REDUCER W/ AJR VALVE AND STAINLESS STEEL CLAMPS - OPM #RAB~8'X-~e~ ~1.¥.~ 9 2"¢ GALVANIZED STEEL PRIMARY PIPING 10 3" FRP PiPE - AMERON DUALOY 3000/ L - APPLY U/V RESISTANT EPOXY COATING TO ALL EXPOSED FRP PIPING 11 DISPENSER SUMP - OPW FLEXWORKS (ORDER TO SUET DISPENSER DIMENSIONS) ]2 2" FPP PIPE - AMERON DUALOY 3000/L 1~ B/4" THREADED BULKHEAD FI~'ING WELDED TO SUMP COLLAR 17 HOSE GOODYEAR FLEX-STEEL MARINA GRADE NON STAGE II ~ JUNCTION BOX - CH CUP215 ~[.q SEAL OFF - CH EYD2 26 2" GALVANIZED STEEL ELBOW 27 DISPENSER STABILIZER BAR - OPW 29 3"¢ FLEXIBLE ENTRY BOOT OPM #BS-~4~-~,~ 3S 3/4" FLEXIBLE ENTRY BOOT - OPM #4S-I·l 3t STAINLESS STEEL CONCRETE ISLAND FORM (SEE PLAN FOR SIZE) 52 "MALE NPT × 2" FEMALE FRP ADAPTOR .36 2" EXPLOSION PROOF ELECTRICAL SOLENOID VALVE (NORMALLY CLOSED) WIRED TO OPEN JPON ACTIVATION OF STP/ CLOSE WHEN STP TURNS OFF ,]7 2" DUCTILE IRON EMERGENCY VALVE 38 I/2"x6" LONG ANCHOR BOLTS A2 2" x 1 1/2" SCH 40 BALV. ELBOW 43 1-1/2 HP STP - RED JACKET 45 ]ISCRIMINATIND TANK SUMP SENSOR, DMNTEC #PBS 47 2" PULL PORT JOMAR BALL VALVE 200 PSIG WOG 48 dECSANIDAL LINE LEAK DETECTOR 49 WAYNE STAINLESS STEEL SINGLE PRODUCT/ ~[NGLE HOSE DISPENSER 50 =EA GRAVEL SACNFILL (NO SUBSTITUTES) 55 vlANWAY 24" DIA J, 4 ~%%~--GC TO INSTALL LAMINATED ALUMINUM LABEL TO DEPICT INFO REQUIRED PER NYSDEC CODE (SEE DEC NOTE) PLAN VIEW H: DETAIL OF DEC REQUIRED TANK LABEL MOUNTED TO FILL RISER DEC NOTE: DEC LABEL TO DEPICT THE FOLLOWING INFORMATION (FILL JN BLANKS AS DEPICTED BELOW. ", ~l~ ~1 ,,I;~ CERTIFIES THAT THIS TANK WAS INSTALLED ACCORDING TO NYS DEC PBS REGULATION 6 NYCRR PART 614. THIS TANI< WAS MANUFACTURED ON, BY , , (MODEL # GALLON, UL #1316) REFER TO THE MANUFACTURER'S TANK WARRANTY LIST FOR ~. OF VOLUME OF PETROLEUM ADDITIVES THAT MAY SE STORED WITHIN THIS TANK" ELECTRICAL CLASSIFICATIONS ~ DISPENSING AREA PER NFPg NOT TO SCALE SCDHS FACILITY ID# 10-0007 SCDHS APPROVAL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES BUREAU OF ENVIRONMENTAL ENGINEERII~ 0 9 - ~ ~ 5 - APPROVAL TO CONSTRUCT SCDHS JOB NO, _ These plans and specification have been reviewed and fouBd to be In compliance with Suffolk County Sanitary Code requirements based upon information submi[ted by the applicant· This approval to construct expires on ...~ DEC 07 APPROVAL DATE XIIoyu Chert Ass'/Public Heallh Engineer REVIEW ENGINEER HIOH '" POINT EN61NEERIN6 410 JERICHO TURNPIKE S1JYI~ 105 JERICHO, NY I1753 (516) 433-4320 FAX: (516) 433-4364 ALL PHASES OF ENGINEERING DESIGN, 2ODE CONSULTING. ZONING ANALYSIS & BID SPECIFICATION W~VW HighPointEngineefing.com CHRIS M TAGLIA PROFESSIONAL ENGINEER THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON ALTERING ANYTHING ON THESE DRAWING5 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE DIRECTION OF A UCENBED PROFESSIONAL ENGINEER WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN AND SEAL. DATE AND DESCRIBE THE FULL EXTENT OF THE 720g-2) MATTITUCK FISHING STATION 2275 NAUGLES DRIVE MATTITUCK, TOWN OF SOUTHOLD, SUFFOLK COUNTY. NY 11952 DISTRICT: 1000 SECTION: 99 BLOCK: 4 LOT: 23 AS SHOWN 9/14/O9 flPf~ PHOE09-05 Ifl~FG'~ PHOEOS-O5-PBO TANK SUMP/ DISPENSER SUMP/ MISC. DETAILS SWFff NP; REV. OF 3 / / / / / / GO ~F J 20 10 0 20 GRAPHIC SCALE IN FEET REVISIONS DATE DESCRIPTION OATE: JANUARY 17, 1990 SCALE: 1" = 20' SHEET 1 OF 1 TOPOGRAPHICAL PLAN MADE FOR JAMES N. BAILEY FISHERS ISLAND, NEW YORK CHANDLER, PALMER & KING ARCHITECTS, ENGINEERS & SURVEYORS 110 BIt0AD'~AY, NOE~,CH, CONNECTICUT 06360 (:803) 889-3397 F~x # (203) 8~6-78ot FISHERS ISLAND ,NY TABLE OF CONTENTS ~.o cow~sH~, ~ /~ A2.0 2ND FLOOR PL~ /~55 /~~ ~.o ~x~o~ ~v~o~ A5.0 INTE~OR ELEVATIONS A w~sr EUEVATION scalE: ~/4" = ~'-o" ' , ~ TOP OF 2NO SOUTH ELEVATION SCALE: 1/4" = 1'-0" BEDROOM , 2a2 I ' BEDROOM mI , STU DY J m j -- ~BA~H I ~ NEW EXIST'G DORMER "A" B SOUTH ELEVATION SCALE: 1/¢ = 1'-0" A WEST ELEVATION SCALE; 1/4" = 1'-0" TOP OF 2ND ~. ,., BR.~__NEW DOIIMER "B' NEW DO ~MER "C" TOP OF 2ND BR, RN. FLR, <U R-24 MIN. OPEN-CELL FOAM INSULATION -- 2x8 RAFTERS, ~ 16' O.C. ~" CDX PLYWD. SHEATHING -- ICE & WATER SHIELD, ENTIRE ROOF -- COPPER STANDING SEAM ROOFING 12 10 HURRICANE TIE ,~" GYP. BO. ON STRAPPING BLOCKING -- COPPER DRIP CEDAR COVE, 2" RAD. WINDOW CASING TO MATCH EXISTING - lx CEDAR FASCIA lx CEDAR SOFFIT CEDAR BED MOLDING, TO MATCH EXIST'G DORMER "A" ~x CEDAR FRIEZE BD,, BLOCK OUT AS REQ'D TO OVERLAP CASINO COPPER FLASHING ~x CEDAR CASING '1 DETA L ' SCALE'. ,1/2" = 1'-0" A WINDOW ELEVATIONS SCALE: 1/2" = I'-0" BO~FOM WINDOW R.O. ~x CEDAR CASING COPPER FLASHING R-lO MIN. OPEN-CELL FOAM INSULATION WINDOW SCHEDULEWINDOW NOTES: SASH FFUb4ES, JAMBS, slu,s TO BE MAHOGANT. ALL NEll~ WINDOWS TO HAVE STORM WINDOWS, WHILE BAKED ENAMEL FmNISH. MNI-I~. IYPL PAl IL~N SASH SlZL NUU[JH UPLNIN~ NLMANKS ~ WOOD EDGES TO BE SHOP-PRIMED. DOUBLE HUNG WINDOW TO HAVE TRIPE-TRACK KEY # W x H W x H GLAZING TO BE 1/8" CLEAR, SINGLE GLASS. STORM/,'SCREEN. A CUSTOM DBL HUNG 8 / 8 4'-0 1/2" x 5'-0 1/2" 4'-3' x 5'-3' BALANCES FOR DBL HUNGS TO DE CONC~IFr~ SPRING-'PtPE "PULLMAN" BALANCES. WINDOWS TO BE MADE BY ONE OF THE FOLLOWlING COMPANIES: B CUSTOM FIXED 5W x VARIES 2'-5" x VARIES 2'-7 1/2' x VARIES HORIZ. MUNTINS TO AUGN W/ A MuNTIN PROFILE TO BE SHAPED TO MATCH EXlSI~G. DORM~ "A' WINDOWS, VFY DErNL W/ARCH'T. ARCHITE(CTURAL COMPONENTS, INC C CUSTOM FIXED 3W x VARIES 2'-5" x VARIES 2'-7 I/2' x VARIES HORIZ. MUNTINS TO AUON W/A EXlERIOR CASIN~ TO BE CLEAR, VERTICN_ GRAIN CEDAR, 26 NORTH LEVERL:'rr ROAD FLAT STOCK. MONTADIUE, MA 01351 NOTE: PHONE: 413-367-9441 1. MAX. U-FACTOR FOR NEW SINGLE GLAZED SASH uFTS TO BE BALDWIN, DE-LAQUERED BP, ASS, MODEL ~{~EID, WINDOWS & STORM WINDOWS TO BE 0.56 SOUTHSIHORE MILLWORK 2 PER DBL. HUNG SASH. 7 MAPLE ST. 2. PROVIDE PRE-CUT STRUCTURAL PANELS FOR NORTON, MA 02766 WINDBORNE DEBRIS PROTECTION. PANELS PHONE: 508-226-5500 SHALL BE MADE 0~- 1/2" THICK CDX PLYWOOD. CONTACT PERSON: DOUG EDWARDS INSTALL WITH 2 1/2" ~8 WOOD SCREWS ~ 16" ON CENTER. 0 B BEDROOM 202 SCALE: 1/2" = 1'-0" A BEDROOM 208 SCALE: 1/2" = 1'-0" C BEDROOM 202 SCALE; 1/2" = 1'-0" B BEDROOM 208 SCALE: 1/2" = 1'-0" Ill 0