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HomeMy WebLinkAbout1000-79.-1-4 OFFICE LOCATION: ��OF SO(/TyO MAILING ADDRESS: Town Hall Annex �� lQ P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 ® Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 13, 2021 Re: LWRP Coastal Consistency Review for CHRISTINE CARBIA-ANDRIOTIS SCTM# 1000-79-1-4 East End Pool King on behalf of CHRISTINE CARBIA-ANDRIOTIS requests a Wetland Permit to construct a 16'x32' gunite swimming pool with a proposed approximately 980sq.ft. at grade pool patio; install a drywell for pool backwash; and to install 4' high pool enclosure fencing with gates. Located: 500 Goose Lane, Southold. SCTM# 1000-79-1-4 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 CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP. The pool is located within a FEMA flood zone. Consider relocating the drywell outside of the flood zone. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney RECEIVE Tov,n of Southold r-- r , L'%NI21�CONSISTENCY ASSESSMENT FORM OCT 0 7 2021 Southold Town Y `�TRf'C'"1'If��ti Planning Board 1 All applicants for permits* including Tovoi 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. *f:xcepr nunor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2 Before answering the questions in Section C. the preparer of this forni should review the exempt minor action list, policies acid explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. _A Ili )pw� d action will be evaluated as to its- Siu,n+f,c.tit beneficial uid ad,,erse effects upon the coastal arca (which includes all of Southold Yown). 3 If any question in Section C on this form is answered "yes" or "no", then the proposed action w1111 affect the achievement of the LWRP policN standards and conditions contained in the consistency review law Thu%. each answer must he explained in detail, listing both supporting and non- supportin<< facts. If an action cannot be certitied as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the L\VRP is available in the places online at the Town of Southold 's website (southoldtown northlork net), the Board oi-Trustees Office, the Plaiuning Department, ail local libraries and the ro,�n Clerk's ofticc H. DESCRIPTION OF SITE AND PROPOSED ACTION PROJECT NAME The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑� Board of Trustees IN I. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agent} �e g. capital ❑ construction,planning activity, agency'regulation, land transaction) ❑ i (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval. Iicense, certification. Nature and extent o action: 47 1 VQ Location ofaction: Site ,acreauc 3�Z� Present idutd use _— Present Toning classification: s` cam-' - —---- ------ If an application for the proposed action has been filed with the Town of Southold agency, the following infonnation shall be provided: �S� �i ��—� �, �,.� �� c;— j. ?Q (a) Dame of.71, ,ltcant CJ C (n) 1IaiIing address. n � i Vic- --- �t J--c__->�`1-fit i c} Telephone number Area Code (d) Application number, it ativ. \Vill the action be dlrCCt1V undertaken, require funding- or approval by a state or federal agency? Yes _ �o `:-- i I 1 us, which state or f cderal , ,cnc� C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed hest ,Management Practices that will further each policy. Incomplete answers will require that the form he returned for completion. DEVEL013ED COAST POLIC1" 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 ad-,erse effects of development. See LWRP Section III—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 IR— Policies Pages 3 through 6 for evaluation criteria i� yk:�es _.__ Not :applicable 11eltev 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LVN I P Section III—Policies Pages 6 through 7 for evaluation criteria F Yes IJ No Not Applicable r - - - --- --------- ------ --- - ---- - - ----- - ------ ---------- --- •1t;ach additional sheets if necessar} NATURA.I. COAST POLICIES Poliev 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP section Isl — Policies Pages 8 through 16 for evaluation criteria — Yes J NO Not Applicable 1ttach additiCmal 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 l �es ] No �Not Applicable AtLich 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 e�etlands. See LWRP Section III—Policies; Pages 22 through 32 four evaluation criteria. P Yes No (�Not Applicable -- — - '---- --- - -- --------------' ' ------ Attach additional sheets ifueucoa,} l»o>icy 7' Protect and improve air quality in the l[o"o of Southold. See LWR-P Section III - Policies Pa(Tuu32rbrpma& 34for evaluation criteria. r-� �-1 ' (_! yL� �NogQ\ Applicable ' �aach aNkmualohccts ifmece,;aoy Policy,Q' MimiooiLe environmental degradation in Iop^o of Southold from solid vvumtm and hazardous anbataoumo andwastes. Sue K~WRP So«boo J0- Policies, Pages 34 through 38 for evaluation criteria, � F-1 Yes No L_J Not Applicable PUBLIC COAST POLICIES Pu[icv 9' Provide for public aucmmy to, and recreational use of, coastal waters, public lands, and public resources of the Town ofSouthold. Soe8~WRP Section III - Policies, Pages 38 through 46 for evaluation criteria' �-� [-� �e�� Noyl--Not &�p�l�u�� _---- - - --- -_-- _ _-_ ' _- -_-_ ' -------- --- -- - --------'---'-- --- -- --- - - ' ^uuch additional sheets ifnocoosat-N WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III —Policies; Pages 47 through 56 for evaluation criteria. Yes do Not Applicable .yuach additional sheet" it'necessary Policy'L1. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Fstuary and 'row n waters. See LWRT Section III — Policies; Pages 57 through 62 for evaluation criteria. j Yes u No lot Applicable Poi:IcN- 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages ,)2 through 65 for evaluation criteria. Yes No Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate Use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria- Yes ❑ No FIX-11 Not Applicable PREPARED BV,� TITLE DATE hx - �* � ,d x'£:t L�15�a � :s• !h{a � '•`+ "., k Rr"� Ai + �;�+^�St..'Y`n,_t r•�gar�=¢•yJI+J�'Yi.""y�"IS U �y •' '' . . ;,. ;.. aii• to m4pt ,1• ��,.� ,, ' ,fat a l' • �L{ p .. !'. �► �*�.* 'Aff, • _ � ".i � ►'�. + J� �' ,s! 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UNE•` / SEE SCS.NO.088 L n....r,� ,.x. ,. u. -----_ ,x.w,.. --4w-- aru. --x-- © K t» ar SOuTNOLO SECTION NO E��� _�_ w 2+1 NOTICE nXa COUNTY OF SUFFOLK E c,,,�,,,,_ ° Real Properly Tax Service Agency rn888a Nsx..,n.. ^^•" ar <,rau. --,-- eru.--4-- 3 GOumyG,MrNu411144B.NY11.1 M an u0[as O7J 0..rx, » r +xlNgsl:,e ,•• —_�— e..,w --r-- a.rtr--M.-- xr A Imc.xo 1000 Mq ---- iiiiiiiiiiiiiiMMMM P OM PROPERTY MBP N SURVEY OF PROPERTY' A T SO UTHOLD TOWN OF SO UTHOLD SUFFOLK COUNTY, MY 1000-79-01-04 SCALE 1'=30 ��� OCTOBER 3, 2019 ��, G G vo* DECEMBER 9, 2019 (REVISED CER70CA 770N) QQ fl°"�N JC1NE 30, 2021 (PROP. POOL, ELEVA 770NS) GRAMP 2 r►G �,0 E c E 0 v NG LOT COVERAGE .i.t0� F� T SIZE: 16,668 sq.ft. = 1,426 SQ.FT. N6 15 � °� AUG 2 7 2021 PORCH =442 SQ.FT. eU 101 SQ.FT. 00,'vim =1,969 sq.ft. g~ gam ' Southold Town 1 81)/16668 = 0.118 or 11.8% Board of Trustees P SED LOT COVERAGE EXISTING LOT COVERAIGE=1,969 SQ.FT. R NEW POOL = 612 SQ.FT. I Bs ' ` Pi —2,581 SQ.FT. 2581/16668=0.155 or 15.5% m. F PrS`0 + 54A TIMBER END �0.3'E � I 1b a• �� 5` 10 �G� L10.0' _FE.COR. Q, � 0.2'W rt7^ I s. �iA HOUSE 4 7� 4S FE.ENO yb• �� O.L BASEMENT ��� � S�O�c�E, �3k EL.10.4 CONC. Z ENTRAN EL9.3 ARCH COR. O 0.4W y► 9g�. ®ce N/O/F = •10 RICHARD RUBINSTEIN ,6w o ALICE RUBINSTEIN HOUSE 410.0 q 141 c V3 FLEND\ PVC m �.(J 0.6'E \ �STOGKinf ANTON TTE GUIDO 0�D 0 THOMAS GUIDO GENERATOR TANKS �L $� OP NO8' ADEOPMNT 9} ap S • Jr. l' ti9 0.5'E -12 END 0.2'E PIPE 0.9'N FO METER a 15 FE 0, 5'.EN 1 N FE.COR.1. " ,20� DAN MF 5 61• 5�G CERTIFIED T0: STEWART TITLE INSURANCE COMPANY Go STANDISH TITLE AGENCY, INC. BETHPAGE FEDERAL CREDIT UNION, ISAOA, ATIMA CHRISTINE CARBIA ANDRIOTIS KEY �• = REBAR ffi WELL A = STAKE — TEST HOLE • = PIPE S OF NEW yO ■ = MONUMENT 1-MErte, ' = WETLAND FLAG cU.) = U77LITY POLE j ELEVA 77ONS AND CONTOUR LINES ARE REFERENCED TO NA VD '88 . ANY AL7FRA71ON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF S. LIC. NO. 49618 SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT CONIC SU RS, P.C. AS PER SECTION 7209—SUBDIVISION 2. ALL CER7IFICA710NS HEREON AREA= 16,668 SO. FT. ( 31) 765-5020 FAX (631) 765-1797 ARE VALID FAR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP TO TIE LINE P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, MY 11971 19-057 POOL NOTES: 2020 RESIDENTIAL CODE OF NYS,SECTION R326 SWIMMING POOLS,SPAS AND HOT TUBS 1.POOL AND PROPERTY TO CONFORM TO 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE,TOWN OF SOUTHOLD TEMPORARY BARRIERS R326.4.1: CODE AND 2017 NATIONAL ELECTRIC CODE. 2.POOL SHALL CONFORM TO ANSI/APSP/ICC 5 STANDARDS R326.3.1. AN OUTDOOR SWIMMING POOL,SHALL BE SURROUNDED BY A TEMPORARY BARRIER DURING INSTALLATION OR CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL MAIN DRAIN 3.SECTION R326.7 POOL ALARM REQUIRED. A PERMANENT BARRIER IN COMPLIANCE WITH SECTION R326.4.2 IS PROVIDED. UNE TO SKIMMER 4.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. 1.THE TOP OF THE TEMPORARY BARRIER SHALL BE AT LEAST 48 INCHES(1219 MM)ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FILTER (TYP. OF 2) 5.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4. FROM THE SWIMMING POOL 6.POOL SHALL COMPLY WITH 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SECTION R403.10: 2.REPLACEMENT BY A PERMANENT BARRIER. A TEMPORARY BARRIER SHALL BE REPLACED BY A COMPLYING PERMANENT BARRIER WITHIN EITHER OF THE POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY). FOLLOWING PERIODS: S S SECTION R403.10.1 HEATERS A)90 DAYS OF THE DATE OF ISSUANCE OF THE BUILDING PERMIT FOR THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL;OR 1 1 1 1 SEITCHES B)90 DAYS OF THE DATE OF COMMENCEMENT OF THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL SECTION R403.10.3 COVERS 7.THE DESIGN IS BASED ON A DRAINAGE SOIL WITH<10%SILT.GROUND WATER SHALL NOT EXIST WITHIN LIMITS OF THE PERMANENT BARRIER R326.4.2: EXCAVATION.IF GROUND WATER EXISTS WITHIN W BELOW GRADE SPECIAL DEWATERING FACILITIES WILL BE REQUIRED. POOL COPING WATER DISPOSAL IS LIMITED TO OWNER'S PROPERTY. 1.THE TOP OF THE BARRIER SHALL BE NO LESS THAN 48 INCHES(1219MM)ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER THAT FACES AWAY FROM THE (2" X 12-) 8.NO SURCHARGE ALLOWED WITHIN 4'OF SHALLOW END AND 6'OF DEEP END. SWIMMING POOL.THE VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE NOT GREATER THAN 2 INCHES(51 MM)MEASURED ON 9. THE PNEUMATICALLY APPLIED CONCRETE(GUNITE)SHALL BE 4,000 PSI @ 28 DAYS. THE SIDE OF THE BARRIER THAT FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE,THE BARRIER MAY BE AT 10.REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF 30 BAR DIAMETERS. GROUND LEVEL,OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE BARRIER SHALL STAIRS TO CODE 11.REBAR SHALL BE 3"MIN.CLEAR TO EARTH. COMPLY WITH SECTIONS R326.4.2.2 AND R326A.2.3. (SHALL BE OF 12.POOL WATER SUPPLY BY OWNERS GARDEN HOSE.POOL TO BE KEPT FULL DURING FREEZING WEATHER.PUMP CAPACITY 2.SOLID BARRIERS WHICH DO NOT HAVE OPENINGS,SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES AND PROVIDE 2 MAIN DRAINS WITH NON-SUP DESIGN) A TO BE SUFFICIENT TO EMPTY POOL IN 24 HOURS. TOOLED MASONRY JOINTS. A 13.ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER(VGB)POOL AND SPA SAFETY ACT. 3.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS LESS STRAINER (VGB SAFETY ACT 14. NO DIVING EQUIPMENT PERMITTED. THAN 45 INCHES(1143 MM),THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS APPROVED DRAINS) 15.SLOPE PATIO SURFACE 1/4"PER FOOT AWAY FROM POOL SHALL NOT EXCEED 1-3/4 INCHES(44 MM)IN WIDTH.WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL 16.SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7. NOT BE GREATER THAN 1-3/4 INCHES(44 MM)IN WIDTH. 17. THIS PIAN IS FOR CONSTRUCTION ON PROPERTY AT 695 TOWN HARBOR LANE,SOUTHOLD,N.Y.11971 ONLY. 4.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS 45 18.LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL COMPLY WITH ALL LOCAL INCHES(1143 MM)OR MORE,SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES(102 MM).WHERETHERE ARE DECORATIVE CUTOUTS WITHIN ZONING REQUIREMENTS. VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1-3/4 INCHES(44 MM IN WIDTH. PROPOSED GU N I TE 19.HM ENGINEERING,P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES OR 5.MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2-1/4-INCH(57MM)SQUARE UNLESS THE FENCE HAS SLATS FASTENED AT THE TOP OR THE BOTTOM PROCEDURES UTILIZED BY THE CONTRACTOR.THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF WHICH REDUCE THE OPENINGS TO NOT MORE THAN 1-3/4 INCHES(44 MM). SWIMMING POOL & SPA ONSTRUCTION. 6.WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NOT GREATER THAN 1- 5.0' MARBLE DUST THROUGHOUT fir' Il �1] 3/4 INCHES(44 MM). r� lJ U � 7.GATES SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R326.4.2.1 THROUGH R326.4.2.6 AND WITH THE FOLLOWING REQUIREMENTS: SHO S.F. 7.1. ALL GATES SHALL BE SELF-CLOSING.IN ADDITION,IF THE GATE IS A PEDESTRIAN ACCESS GATE,THE GATE SHALL OPEN OUTWARD,AWAY FROM THE POOL 7.2. ALL GATES SHALL BE SELF-LATCHING,WITH THE LATCH HANDLE LOCATED WITHIN THE ENCLOSURE(LE,ON THE POOL SIDE OF THE ENCLOSURE)AND AT LEAST 40 11 Lj INCHES(1016 MM)ABOVE GRADE. IN ADDITION,IF THE LATCH HANDLE IS LOCATED LESS THAN 54 INCHES(1372 MM)FROM GRADE,THE LATCH HANDLE SHALL BE AUG 2 7 2OL LOCATED AT LEAST 3 INCHES(76 MM)BELOW THE TOP OF THE GATE,AND NEITHER THE GATE NOR THE BARRIER SHALL HAVE ANY OPENING GREATER THAN 0.5 INCH UNDERWATER (12.7 MM)WITHIN 18 INCHES(457 MM)OF THE LATCH HANDLE. POOL LIGHT 7.3. ALL THE GATES SHALL BE SECURELY LOCKED WITH A KEY,COMBINATION OR OTHER CHILD PROOF LOCK SUFFICIENT TO PREVENT ACCESS TO THE SWIMMING Foutold sold Town POOL THROUGH SUCH GATE WHEN THE SWIMMING POOL IS NOT IN USE OR SUPERVISED. (TYP-) r-'• ,,_ A of Trustees 8. A WALL OR WALLS OF A DWELLING MAY SERVE AS PART OF THE BARRIER,PROVIDED THAT THE WALL OR WALLS MEETTHE APPLICABLE BARRIER REQUIREMENTS '- "' OF SECTIONS R326.4.2.1 THROUGHT R326.4.2.6 AND ONE OF THE FOLLOWING CONDITIONS SHALL BE MET: PROVIDE DEEP END l.a. DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE BENCH/ SWIMOUT TO DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED.THE ALARM SHALL BE LISTED IN ACCORDANCE WITH UL 2017. THE AUDIBLE ALARM SHALL ACTIVATE WITHIN 7 CODESECONDS AND SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED AND BE CAPABLE OF INLET POOL DECK TO SLOPE 12" BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE (TYP. OF 4) AWAY FROM POOL 2X WATER LEVEL 3' ALARM SYSTEM SHALL BE EQUIPPED WITH A MANUAL MEANS;SUCH AS TOUCH PAD OR SWITCH,TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. MIN. BULLNOSE DOWN FROM TOP OF DEACTIVATION SHALL LAST FOR NOT MORE THAN 15 SECONDS; AND COPING POOL b.OPERABLE WINDOWS IN THE WALL OR WALLS USED AS A BARRIER SHALL HAVE A LATCHING DEVICE LOCATED NO LESS THAN 48 INCHES ABOVE THE FLOOR. OPENINGS IN OPERABLE WINDOWS SHALL NOT ALLOW A 4-INCH-DIAMETER SPHERE TO PAS5 THROUGH THE OPENING WHEN THE WINDOW IS IN fIS LARGEST ' OPENED POSITION;AND (3) #4 BARS 1 t ,e: 6' FROST PROOF TILE BAND c.WHERE THE DWELLING IS WHOLLY CONTAINED WITHIN THE POOL BARRIER OR ENCLOSURE,ALARMS SHALL BE PROVIDED AT L41 -Z I I CONTINUOUSGRADE BEAM ALL AROUND M ':•�_;- , ,.,.:_ EVERY DOOR WITH DIRECT ACCESS TO THE POOL,OR TIES 12' O.C. ' 2. OTHER APPROVED MEANS OF PROTECTION,SUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING DEVICES,SHALL BE ACCEPTABLE SO LONG AS THE DEGREE OF 'r PP+FUMATICOLLY APPLIED CONCRETE PROTECTION AFFORDED IS NOT LESS THAN THE PROTECTION AFFORDED BY ITEM 1 DESCRIBED ABOVE. /4 BARS O 12' O.C. . : 8.1 ALARM DEACTIVATION SWITCH LOCATION.WHERE AN ALARM IS PROVIDED,THE DEACTIVATION SWITCH SHALL BE LOCATED 54 INCHES OR MORE ABOVE THE VERTICAL AND HORIZONTAL - , THRESHOLD OF THE DOOR.IN DWELLINGS REQUIRED TO BE ACCESSIBLE UNITS,TYPE A UNITS,OR TYPE B UNITS,THE DEACTIVATION SWITCH SHALL BE LOCATED 48 DIRECTIONAL INLET 2.5' INCHES ABOVE THE THRESHOLD OF THE DOOR. WALL THICKNESS . ,.-., VARIES 6" TO 8' . 9. WHERE AN ABOVE-GROUND POOL STRUCTURE IS USED AS A BARRIER,OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE STRUCTURE q 6 (6" MIN.) +• r.' MARBLE DUST FINISH SHALL BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH ANSI/APSP/ICC 4 AND MEET THE APPLICABLE BARRIER REQUIRMENTS OF SECTIONS R326.4.2.1 THROUGH R326.4.2.8.WHERE THE MEANS OF ACCESS IS A LADDER OR STEPS,ONE OF THE FOLLOWING CONDITIONS SHALL BE MET: i RADIUS VARIES V RADIUS ROUNDED CORNERS 9.1. THE LADDER OR STEPS SHALL BE CAPABLE OF BEING SECURED,LOCKED OR REMOVED TO PREVENT ACCESS.WHEN THE LADDER OR STEPS ARE SECURED,LOCKED (SHALLOW END) /4 BARS O 6- O.C. IN RADIUS ,' 5.5' (MAX.) RADIUS ROUNDED OR REMOVED,ANY OPENINGS CREATED SHALL NOT ALLOW THE PASSAGE OF A 44NCH-DIAMETER SPHERE;OR AND VERTICAL- WHEN WALL , . CORNERS (DEEP END) 9.2. THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGH R326.4.2.8. HEIGHT EXCEEDS 5' : �:.. (ALTERNATE BARS) ,: ' /4 REBARS - 12. ON ENTRAPMENT PROTECTION R326.5: 1 : CENTER EACH WAY (FLS) SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS,SUCH AS AUTOMATIC VACUUM NOTE: POOL PLAN +'' CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE,SHALL BE PROTECTED AGAINST USER ENTRAPMENT. THIS IS ANON-DIVING POOL USE OF A'.' .. 1.SUCTION OUTLETS MAYBE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CPSC 15 USC 8003 AND ANSI/APSP/ICC 7,WHERE DIVING EQUIPMENT IS PROHIBITED. SCALE: 1/4" 19-0" APPLICABLE. 8.5" SUCTION OUTLETS R326.6: 8"SLAB SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS,SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE,SHALL BE PROTECTED AGAINST USER ENTRAPMENT. TYPICAL WALL SECTION 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ ICC 7. 2.POOL AND SPA SUCTION OUTLETS SHALL HAVE A COVER THAT CONFORMS TO ANSI/ASME A112.19.8,OR AN 18 INCH X 23 INCH(457MM BY 584 MM)DRAIN GRATE NOT TO SCALE OR LARGER,OR AN APPROVED CHANNEL DRAIN SYSTEM. 3.POOL AND SPA SINGLE-OR MULTIPLE-OUTLET CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF SHOULD GRATE COVERS LOCATED THERE IN BECOME MISSING OR BROKEN. THIS VACUUM RELIEF SYSTEM SHALL INCLUDE AT LEAST ONE APPROVED OR ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN,AS FOLLOWS: 1.SAFTEY VACUUM RELEASE SYSTEM CONFORMING TO ASME A112.19.17;OR 2 PROVIDE Jr EXPANSION 2.AN APPROVED GRAVITY DRAINAGE SYSTEM. G AT 4.SINGLE OR MULTIPLE PUMP CIRCULATION SYSTEMS HAVE A MINIMUM OF TWO SUCTION OUTLETS OF THE APPROVED TYPE.A MINIMUM HORIZONTAL OR JOINT & SEALIN DECK/ COPING G AT VERTICAL DISTANCE OF 3 FEET SHALL SEPARATE THE OUTLETS.THESE SUCTION OUTLETS SHALL BE PIPED SO THAT WATER IS DRAWN THROUGH THEM SIMUTANIOULSY THROUGH A VACUUM RELIEF-PROTECTED LINE TO THE PUMP OR PUMPS. 5.WHERE PROVIDED,VACUUM OR PRESSURE CLEANER FITTING SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 61NCHES AND NOT MORE THAN 12 INCHES BULLNOSE BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENT TO THE SKIMMER. COPING( (TYP.) (TYP-)SKIMMER PROPOSED DECK BY RS SWIMMING POOL AND SPA ALARMS 8326.7: WATER LEVEL APPLICABILITY.A SWIMMING POOL OR SPA INSTALLED,CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14,2006,SHALL BE EQUIPPED WITH AN ^^-- APPROVED POOL ALARM.POOL ALARMS SHALL COMPLY WITH ASTM F2208(STANDARDS SPECIFICATIONS FOR POOL ALARMS),AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THIS SECTION. EXCEPTIONS: - - - .......... 1.A HOT TUB OR SPA EQUIPPED WITH A SAFETY COVER WHICH COMPLIES WITH ASTM F1346. p ° 2.A SWIMMING POOL(OTHER THAN A HOT TUB OR SPA)EQUIPPED WITH AN AUTOMATIC POWER SAFETY COVER WHICH COMPLIES WITH ASTM F1346. p 0 3.5' - POOL ALARMS SHALL COMPLY WITH ASTM F2208,AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS BOND BEAM AND THIS SECTION. (TYP.) R326.7.1 MULTIPLE ALARMS.A POOL ALARM MUST BE CAPABLE OF DETECTING ENTRY INTO THE WATER AT ANY POINT ON THE SURFACE OF THE SWIMMING POOL IF NECESSARY TO PROVIDE DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE OF THE SWIMMING POOL,MORE THAN ONE POOL ALARM SHALL BE PROVIDED. UNDERWATER I , 8• � _ _ R326.7.2 ALARM ACTIVATION. POOL ALARMS SHALL ACTIVATE UPON DETECTING ENTRY INTO THE WATER AND SHALL SOUND POOLSIDE AND INSIDE THE DWELLING. a - L T --� POOL LIGHT $ NP �' ' =:- >n,v .Y`;:w. ==- ==<. • '„ : R326.7.3 PROHIBITED ALARMS. THE USE OF PERSONAL IMMERSION,ALARMS SHALL NOT BE CONSTRUED AS COMPLIANCE WITH THIS SECTION. FLOOR ( ) -- (TYP.) - r-a ___ :- - - - _.-. _ . - - TEP � . . _ - , , . : REBAR (TYP. s fi' MIN. , COMPACTED 1 1/2" TO WASTE HAIR do LINT STRAINER GRAVEPUMP UNDISTURBED SOIL. COMPACT BASE - - ---- ' FILTER AUTO SKIMMER _. t •`;_ Tt.� 95% MODIFIED PROCTOR (SEE 2 MAIN DRAINS WITH HYDROSTATIC STRUCTURAL NOTE THIS SHEET) - RELIEF VALVE AND COLLECTOR TUBE IN GRAVEL BASE (SEE 2 MAIN DRAINS WITH GENERAL NOTE #4) ' POOL HYDROSTATIC VALVE �0lqi BACK TO IN GRAVEL BASE TUBE 0.5' 0.5' SCHEMATIC PIPING ARRANGEMENT NO. DATE DESCRIPTION BY GENERAL NOTES: SECTION A-A NOT TO SCALE 1.ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH THE 2020 NYS SCALE: 1/4" UNIFORM FIRE PREVENTION AND BUILDING CODE,INCLUDING THE SPECIFICATIONS IN NOTES: 1.ALL PIPING SHOWN IS FOR SCHEMATIC PURPOSES ONLY. SECTION R326. 2.SEE SITE PLAN BY OTHERS FOR LOCATION OF PROPOSED SWIMMING POOL AND POOL 2.WITH TH A CONTRACTOR TO INSTALL ALL PIPING TO COMPLY - ANSI/NSPI-5 2003 REQUIREMENTS. EQUIPMENT. 3.THIS PLAN WAS PREPARED FOR SHELL STEEL AND POOL LAYOUT ONLY. 4.PROVIDE TWO(2)ADDITIONAL HYDROSTATIC VALVES IF RECORD HIGH GROUNDWATER IS WITHIN FOUR FEET OF POOL BOTTOM. 5.A DEEP END SWIM-OUT SHALL BE PROVIDED TO CODE. Hill ENGINEERING, P.C. P.O. BOX 914, EAST NORTHPORT,KY. 11731 PHONE(516)476-5392 FAX(631)980-7671 EMAIL: HMARNIKA@OPTONLINE.NET THESE PLANS,SPECIFICATIONS,&DESCRIPTION OF DESIGN INTENT ARE THE INSTRUMENT OF DEVICE AND PROVIDE PROPRIETARY INFORMATION EXCLUSIVE TO THE PROFESSIONAL SERVICES RENDERED FOR THE CUENT LISTED ABOVE. THEY STRUCTURAL NOTE: DRAWN BY: HM DRAWING NO.: SHALL NOT BE REPRODUCED,ALTERED,OR TRANSFERRED IN ANY MANNER FOR THE SAME OR SIMILAR PROJECT WITHOUT CONTRACTOR SHALL VERIFY IN-SITU SOILS AND SOIL BEARING CAPACITY PRIOR TO INSTALLATION OF POOL A TRUE COPIES HAVE DESIGN PROFESSIONALS WRITTEN CONSENT OF THE ENGINEER. THEY SHALL REMAIN THE PROPRIETY PROPERTY OF THE HEREIN ENGINEER OF RAISED SEAL AND SIGNATURE IN BLUE. DATE: JULY 26,2021 IN THIS DOCUMENT AND AT RECORD,WHETHER OR NOT WORK DESCRIBED WITH TACHMENT IS CARRIED TO COMPLETION. QUALIFIED GEOTECHNICAL ENGINEER SHOULD BE CONSULTED AND THEIR RECOMMENDATIONS FOLLOWED. CERTIFIED ONLY TO6%TOYM HARBOR LANE S-101 THIS WORK IS THE COPYRIGHT PROPERTY OF THE ENGINEER AND IS PROTECTED UNDER SECTION 102 OF THE COPYRIGHT ACT, GROUND WATER SHALL NOT EXIST WITHIN LIMITS OF EXCAVATION.A SOIL BORING WAS NOT PROVIDED. SOUTHOLD,N.Y.11971 17 U.S.C. ANY UNAUTHORIZED USE AND/OR REPRODUCTION OF THE DRAWINGS SHALL BE PROSECUTED UNDER THE FULL P.E.SEAL AND SIGNATURE SCALE: AS SHOWN SHEET NO.: 1 OF 1 EXTENT OF THE LAW.