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HomeMy WebLinkAbout1000-99.-3-19 OFFICE LOCATION: ��OF SO(/ryO MAILING ADDRESS: Town Hall Annex h0 l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor Main Rd. &Youngs Ave.) Southold, NY 11971 Q Telephone: 631 765-1938 � �O oly�UUM�I,�� 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: August 4, 2021 Re: LWRP Coastal Consistency Review of MARK ALBERICI SCTM# 1000-99-3-19 Eastern End Pools, Inc. on behalf of MARK ALBERICI requests a Wetland Permit to install a 16'x26' gunite swimming pool with 12" bluestone coping and raised patio off shallow end (10'x18'), and raised patio off deep end (5'x18'), total patio approximately 270.0sq.ft Located: 115 East Side Avenue, Mattituck. SCTM# 1000-99-3-19 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. 1. Although the pool and patios are partially located within the FEMA Flood zone AE EI 11. Relocation of the structures to outside of the flood zone would not be practical. 2. Require a pool de-watering well. 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 Town of Southold RECEIVED LWRP CONSISTENCY ASSESSMENT FORM J U L 3 ® 2021 Southold Town ,A. INSTRUCTIONS Planning Board 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will .be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town 3. If any question in Section C on this form is answered "yes" or "no"', then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer.must be exulained in detail, listing both sunnorting.and non- sulriuortim,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. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# PROJECT NAME A bQ./l9-& (40X 2(p ` n r; The Application has been submitted to(check appropriate response): Zorn Town Board ElBuildingDept. 0 Board of Trustees LiLJ' 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: (` Nature and extent of action: `� o �� Location of action: Site acreage: Present land use: f eS►A.Q ll dick 5 t L& ksL� Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information sliall be provided: - (a) Name of applicant: Q • (b) Mailing address:' ,C� '1v`l )19Va W-54- 0 ISS sfr (c) Telephone number:Area Code 20 - ODc t f -Z(o Y- (0 (d) Application number,if any: /)_1f Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes 0 No❑ If yes,which state or federal agency? CO o u1r C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide.all proposed Best Management Practices that will further each policy. .Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III-Policies; Page 2 for evaluation criteria. ❑Yes ❑ No t4Wot Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVW Section III-Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No O-Not Applicable 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 III--Policies Pages 8 through 16 for evaluation criteria Q Yes ❑ No 0-Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria F] Yes 1:1No Mot Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. F] a Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air ,quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 344for evaluation criteria. F] Yes Fj NoVj 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 evaluatiop criteria. Yes ❑ NOO-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 V4ot Applicable Attach additional sheets if necessary 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 L Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ONO Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No of Applicable 4 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 0 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 Not Applicable PREPARED BY TITLE DATE a - .I, I _ BEARINGS SHOWN HEREON ARE BASED ON LIBER 10360 PAGE 140 I SYMBOL LEGEND TITLE do BOUNDARY NOTES: E, MONUMENT FND 1. CONFLICTING MONUMENTATION FOUND IN THE VICINITY ® I P / I B FND OF THIS PROPERTY AND HISTORICAL DEEDS AND OLD I ® P / 13 SET SURVEYING RECORDS INDICATE THE POSSIBILITY OF VARYING INTERPRETATIONS OF THE PHYSICAL SPOT ELEVATIONS POSITIONING OF THE LINES OF THIS PROPERTY. C-O-) UTILITY POLE } GUY WIRE I UTILITY POLE W/LIGHT FpID ucrT -CLE FM LOT O MON r, SIGN IAT 2 0 F'LI FIRE HYDRANT TAX fT GRAVEL DRIVEWA'1 DVC FENCE (PVC) SUBDI�'1SIO�F ULD L _ 5= 6'3� W/ee cuRe �Q +M1h ERTIES 0 z __ O 8�. O 0 FM LOT 2 a` 11 -rte- STOCKADE FENCE (STK) FpRUPH HAVES CO [SC S tz1 cS1 8 /� P/ -X- CHAIN LINK FENCE (CLF) uILL A _ ', O' 1A wzf D� o�' 1 -'- WIRE cENCE I ( 1 ,� __174.22 S (�YCl U 1�T77°41 4 DRV I- 1 r © MANHOLE T i ei i 1 >✓ j J Of/� ALJ 3 00 �D.B 11 ry°M1 F•'�+ h°1 1 i I>c, -� ;! tOB' O \ Q4. 0" 0 + 1� (� "A"-INLET I C,* �+ 1 1 1 1 1 � h' ------�--_---__---1 "B"-INLET I � B�� } ;+ ;1 � i i a}_ -1'DO f 6 STOCKADE S%�J W I �-••( I pM1M1 4•t 1, ft �� I M 1 I LOT 2 v.a _` _>'- / r. \ FEN. YARD INLET ) ^ 1 1 C3 F I z YARD INLET lYly +°4.8�„°,O ro" 7__.�►� ; ; EDFE ypT 19 I/,� ' RAVEL C/E GRAN' I 1.)' ,, ` I~ (� ® A/C UNI' 6NCK h£qD �+Y +h W + ` `I + CL'A`Y• 1 TAX i1 f+ ' 13.8 •o- 39.y CRAWL -+ --- +`e" 4, fDG� 0 �> 1 + i �` ma t 19 kOP M• Ev o N� Y e �, ° } Ti �+ `f`0'1 1 ^ S 7.5' v 6 > \ I ^1 A + ,s. } + +° + ^� +° . + 18' i $ SpT(AGE NO M1 6 + u ELECTRIC NETER i`°y °J I' + ' }`O p�n0° + J 14.2' t DECK iv FRAM N o GAS ECK EC 9 1+,,gIy, i t Y 1 + 1 9n" a I m + E_ 20.42 ti •• 0❑ GA METER , y 1 / e 1 + ( BD 1 o F.F.1 r� h ^ ^ I �- 1 = 35.03 M1 c� �y O +9`i U >p i ^ J ° )M1 o^° y, or. Tt 2 570RY 525' 1, . N pEAK DG to W Uj 1vJ WATER METER o , . O e ^g /°• *1 o h + / �•7,5' FRAME 1B r Iw Gv - 11 v " h% + b I °M1 1 9 " RE�DEIrJ� 1 y� 30.4? G `i GAS VALVE �1 I°y 1+h`°/ C� ,S�hM1+ ,,tt T O h ,,e ,E F F E r1E115 GARq WATER VALVE - b i 'd + ,,+ a } p a �z AQ PE - 17.68 G.F!_ GE et . •�"M1 i e� °°a0 ^- i y� 1 0 a i 53 9.9' - 16.02 EST HOLE V ill,+ 4 + + �( ROCK h'+ i+ �iQv //� �� o w �e 24.2' •e/ �' i % �1 I TREE Q' 1'\ / ' 1 Oa ''C ou v 7) o m I I A I Q �\I CONY B ( +^� ^' , I s o N }^ of I t� h9•°T SHRUB _ \ LOCK 1 ,t�/g,�� � j i 1 0 1 0 0 / EDU~OF , f / Ir Q BOLLARD O ��B \Ir 1 `; I 6Qa4+,FACE CyLe1 HEAD '� 'O I 1 M15h ! �o y �Q ,y4 l C -.RING ,I f /' 1 `�/i I ° °� h l I / A . 1` H=- 17 a 3 9 \ 'F i 1 , ��q I M1 •ar WETLAND FLAG C C7�4.9�+�:� �� + h° g / i s. ,P.+ / v m 33.2' o I I w i i i ,J a i V h 1 , e X r aT10� W Z >- GRAN'L D C DEPRFSSFG CURB q 9 i�sCdPE 0 1 + J� +°� fA o°^ DRIVElA9 FE FENCE 'G �ONC CKI-1 Q ^� i°o .e J M1COry J cl, ` nN h°t�IPROP 1 , ;q 'C.`�'� MAS MASONRY I I •TFACC H 3`31 + �+ +� a° PROS d fly M1 13' x B' r+- Y IA \ _ A H W M SCALED / [. 2 + o ° 1 ';V+ ^ PLAT PLATFORN FP.OIA OLDS��� I Q ��ry 1 ° P001�EIMENI)\ 3°O ! , W W WINDOW WE-1. SURVEY 6 1 9+N h j ' J`' I� ry 1 TIRfL7 I r78CU CITR� /Z_ ,M1 26287 6 "86''� Off�r I / / �� + GRAVEL11 1 B/W BAY WINDOW % + J1 _M14w ' a, i' I + ^A' �' ^+ 1` M1°M1 DRIVEWAY /r'i 1 CJE CELLAR ENTRANCE i i eb 1 1 R^° ` + f+ ^° M1+ �:,I d %�--- / r-----�__ 1 T 1 oHARBORVIEW I 4` OJH OVERHANG a° I 1 1 j +oi Th�7 i + I 1 � 6Of i D \. ti� + R/O ROOF OVER BNsh% ,I '� f�-+JM1M1l - 0,"�.� O J M1 A V E'NUE CANT CANTILEVER t +M1 G 0 L GENERALLY ON :!'JE ` � � �ryR ^M1 I^ f //�\/]' �1' y°ii / �+ f, I Oi t Vj CROSS CUT �` �T ,l,J p �TL1 1 Y / diLJ I F ° +d'N^ (50 WIDE) Q STAKE ___ + ++,°^+j+,[Y� ,' � ''` lY ' J i� T O h ' �M1M1^ El D OJL ON LINE -=25l�aYID / -eM1 ADN i ^ G q� LOT COVERAGE PROPOSED LOT COVERAGEFR� JUIN LOT AREA LOT AREA E U E21,279 S.F. = 0.49 AC. 21,279 S.F. = 0.49 AC.GRAPHIC SCALE RESIDENCE = 2451.91 S.F. POOL = 504.00 S.F. LOT AREA 30 0 15 3o COTTAGE = 613.78 S.F. PATIOS = 270.00 S.F. 1 7 AREA TO DEED TIE LINE PATIOS = 441.88 S.F. EXISTING = 4156.32 S.F. 17,729.37 S.F. DECK(S) = 648.75 S.F. 0.41 AC. Southold Town TOTAL = 4,156.32 S.F. TOTAL = 4,930.32 S.F. I Board of Trustees AREA TO IRREGULAR CURVE LINE ( IN FEET ) 19.5% LOT COVERED 23% LOT COVERED 21,279 S.F. 1 inch = 30 ft. * ALL ELEVATIONS REFER TO NAVD88' DATUM 0.49 AC. p LEApOF �yO 1000-0 9.00-03.00-019.000 AP NO. SURVEY O PROPERTY MAP OF CID SCALICE7 _ JOB No.S21-0759 OLD MILL HAVEN CO. � r �V � � la n d surveying FILE DATE: 10/02/1925 MAP N0. 799 DATE SURVEYED: 04/30/2021 SITUATE AT \ MATTITUCK, TOWN OF SOUTHO LD m sIondsurve .COIN P:631 -957-2400 DR.:MC CREW.:JM SCALE: 1" 30'o50736SUFFOLK COUNTY, NEW YORK O (`�Q, (I)UNAUTHORQED AITERATVN OR ADDITION TO THS SURVEY AP BEAREUG A LCFpSEC V.ND SURVEYORS SEAL S A VIOL TQN OF SECTg4 7209 SU8-DNS*,2 0:IEW YORK STATE EDUCATION AR(2)ONL"BOU4Wh SURVEY MAPS WITH T C SURVEYOR S EREOSSE0 SEI,ME GENUINE TRUE AND CORREC'COPI4 OF THE SURVEYOR S ORIGINAL WORN AND DP1410N (3)CE-ICATONS ON THIS BOUNDMT SURN_"MAP SIGNIFY THAT THE W WAS PREPARED IN ACCORDANCE WGN THE CURRENT EXSIING CODE OF C .J PRACTCE FOR LAND SURVE S ASOP, 0',HE NEW YORK STATE fS50G 111 0'�RO'�Sc.S,ONn�LANDE SURVEYORS INC THE CERTIFIfAT'OI IS L WRED-0 PERSONS FOR WHOV T-E ROD S Cv MAP 15-RE=j 10 THE TRUE COMPANY TO TN_GOYERNNENTAL AGENCY AND I THE LENDING ISTITUTION LISTED ON TNIS 9DUNOAR'SURVEY UAR (4)THE CERR�CAT 'HEREIK ARE NOT TRANS�ERA9.F (5)THE UDCADOn OF UNDi.RGROUND MPROVEYENS OF ENCROFCNMFNS pRE M1O'gEWpTS K'PNA AND A ND OPEN MUST BE ESRVATEO F AN'UNDERGROUND IMPROVEMENTS OR ENCROADIVENIS EM_OR ARE SHOWN THE IMPROVEM NTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY (6)THE OFSET(OR DMENSOHS)SNO-HEREON FROM T•E STRUCTURES TO THE PROPERTY LINES ME FOR A SPECIFC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES RETAWNG DUALS '005 RATIOS-LANTNG AREAS AUDITIONS TO BUILDINGS AND ANY OTHERS KN R CONSTRUCTION (/)PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY (8)T E SURVEY WAS PERFORMED WITH A SPECTRA FOCUS 30 ROBOTIC TOTAL STATION (9)THE UIBTENCE OF RIGNTS OF WAY AND/OR EASEMENTS OF RECORD 11 ANY,NOT SHOWN ARE NOT GUARMIEED_(10)SURVEY 6 SUBJECT TO-STATE OF FACTS WHICH AN UP-TO-DATE TITLE E-INATION MA"DISCLOSE D7 97 $ / aae-asap - OaOSw 071141 / i 12 zs0x UT-03 210-4 am 0105 S 08100] 1 by P 00 90B ,x 1015 y0 114 s N s i RuorvER inn / aeAic) O min"� O C SeN--,�,-P�4' •• / ,P' YATTITOCK � I ,s., yoM1r DISTRICT L(i �O 171 so ^ew(q 2. / ID m STATE OF Ni-YORK/n t MATTING,PARK DISTIOCT =80111 D� \ S" t (4) ]2(1m +�'•a tRd�9� auracc + to+`\ ia(ci mM1�, .{',� '�r M1'hM1 1�' 1� +� / ""." ^I tem m eAkl 9 �t •, m+1M1.,, a /Y C.,"u ul nlp ims m a'N c t T FOR PCL NO t \ FOR PCL NO 1 SEE110911EC?O 810E SEC1 696W, � Y) i . 3 — —_— — n�O � � si A Ini vn I 15nic1 —�----�— —�-- _� \ 21A(c) s MATCH LINE MATCH LINE m o•� r.m � �. Y 1 S SFE SEC NO 1 t OP 3 rT 8 ♦, 3 em . 5 no c E (x,) `^ w --." NOTICE auu� COUNTY OF SUFFOLK © E 1b a� SOMOLO SEOTION NO c r ____ c"A„=cua^AnaN RNa 1R �7y(�,, Real Property Tax Service Agency Y mar E ....r.... ^M1___ M1 ,,, 0 1� —_— ma.,. --W u..r==y.-- Qat c^ Wr°mue.NY11501 099 \+eiVY unry eanmr P M we O. . ,> .., .z(Alam A 1� ^mew --.-- wn,w--wu-- m'Aaev P meru0 1000 PROPERTY MAP POOL NOTES: 2020 RESIDENTIAL CODE OF NYS,SECTION R326 SWIMMING POOLS,SPAS AND HOT TUBS 28' 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 Z6' 3.SECTION R326.7 POOL ALARM REQUIRED. A PERMANENT BARRIER IN COMPLIANCE WITH SECTION R326.4.2 IS PROVIDED. 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 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: 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 SECTION R403.10.2 TIME SWITCHES 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: POOL COPING EXCAVATION.IF GROUND WATER EXISTS WITHIN 6'BELOW GRADE SPECIAL DEWATERING FACILITIES WILL BE REQUIRED. SKIMMER (2" X 12") 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 (TYP. OF 2) ^ 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 A A - 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 N 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 11.REBAR SHALL BE 3"MIN.CLEAR TO EARTH. COMPLY WITH SECTIONS R326.4.2.2 AND R326.4.2.3. 12.POOL WATER SUPPLY BY OWNERS GARDEN HOSE.POOLTO 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 PROPOSED GUNITE TO BE SUFFICIENT TO EMPTY POOL IN 24 HOURS. TOOLED MASONRYJOINTS. 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 15 LESS TSWIMMING POOL 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 MARBLE DUST THROUGHOUT 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. 18' 16' 3' 416 S.F. 17. THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 115 EAST SIDE AVENUE,MATTITUCK,N.Y.11952 ONLY. 4.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS 45 (MIN.) 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).WHERE THERE ARE DECORATIVE CUTOUTS WITHIN STAIRS TO CODE ZONING REQUIREMENTS. VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1-3/4 INCHES(44 MM IN WIDTH. (SHALL BE OF 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 2 MAIN DRAINS WITH NON-SUP DESIGN) 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). STRAINER (VGB SAFETY CONSTRUCTION. 6.WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NOT GREATER THAN 1- ACT APPROVED DRAINS) INLET 3/4 INCHES(44 MM). (TYP• OF 2) 7.GATES SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R326.4.2.1 THROUGH R326.4.2.6 AND WITH THE FOLLOWING REQUIREMENTS: 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 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 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 (12.7 MM)WITHIN 18 INCHES(457 MM)OF THE LATCH HANDLE. 7.3. ALL THE GATES SHALL BE SECURELY LOCKED WITH A KEY,COMBINATION OR OTHER CHILD PROOF LOCK SUFFICIENTTO PREVENT ACCESS TO THE SWIMMING POOL THROUGH SUCH GATE WHEN THE SWIMMING POOL IS NOT IN USE OR SUPERVISED. 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: 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 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 UNDERWATER SECONDS AND SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED AND BE CAPABLE OF BENCH/ POOL UGHT BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE SWIM-OUT TO " ALARM SYSTEM SHALL BE EQUIPPED WITH A MANUAL MEANS,SUCH AS TOUCH PAD OR SWITCH,TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. CODE (T�) POOL DECK TO SLOPE 12 DEACTIVATION SHALL LAST FOR NOT MORE THAN 15 SECONDS; AND AWAY FROM POOL 2% WATER LEVEL 3" 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. MIN. BULLNOSE DOWN FROM TOP OF OPENINGS IN OPERABLE WINDOWS SHALL NOT ALLOW A 4-INCH-DIAMETER SPHERE TO PASS THROUGH THE OPENING WHEN THE WINDOW IS IN ITS LARGEST COPING POOL OPENED POSITION;AND • . c.WHERE THE DWELLING IS WHOLLY CONTAINED WITHIN THE POOL BARRIER OR ENCLOSURE,ALARMS SHALL BE PROVIDED AT i EVERY DOOR WITH DIRECT ACCESS TO THE POOL;OR NOTE: POOL PLAN (3) S4 BARS ' , 6" FROST PROOF TILE BAND 2. OTHER APPROVED MEANS OF PROTECTION,SUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING DEVICES,SHALL BE ACCEPTABLE 50 LONG AS THE DEGREE OF CONTINUOUS GRADE .. PROTECTION AFFORDED IS NOT LESS THAN THE PROTECTION AFFORDED BY ITEM 1 DESCRIBED ABOVE. THIS ISA NON-DIVING POOL SCALE: 1/4" = 1'-0" BEAM ALL AROUND : �`..-_••:i �•, ,.._• TIES 12" O.C. '. .. PNEUMATICALLY APPLIED CONCRETE . '• 8.1 ALARM DEACTIVATION SWITCH LOCATION.WHERE AN ALARM IS PROVIDED,THE DEACTIVATION SWITCH SHALL BE LOCATED 54 INCHES OR MORE ABOVETHE r- ? 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 4 BARS ® 12' O.C. ! I ! ..1: INCHES ABOVE THE THRESHOLD OF THE DOOR. VERTICAL AND HORIZONTAL .: x x. DIRECTIONAL INLET 9. WHERE AN ABOVE-GROUND POOL STRUCTURE 15 USED AS A BARRIER,OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE STRUCTURE WALL THICKNESS 3.5' TO 6.0' SHALL BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH ANSI/APSP/ICC 4 AND MEET THE APPLICABLE BARRIER REQUIRMENTS OF SECTIONS R326.4.2.1 VARIES 6" TO 8" . THROUGH R326.4.2.8.WHERE THE MEANS OF ACCESS IS A LADDER OR STEPS,ONE OF THE FOLLOWING CONDITIONS SHALL BE MET: (6" MIN.) �.� r: MARBLE DUST FINISH 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 ; RADIUS VARIES OR REMOVED,ANY OPENINGS CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER SPHERE;OR 26 (INTERIOR) PROVIDE EXPANSION JOINT 12" RADIUS ROUNDED 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. do SEALING AT DECK/ �4 BARS ® 6" O.C. IN RADIUS CORNERS COPING (TYP.) AND VERTICAL WHEN WALL : ENTRAPMENT PROTECTION R326.S: HEIGHT EXCEEDS 5' ' BULLNOSE (ALTERNATE BARS) ,�: *_ #4 REBARS - 12" ON SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS,SUCH AS AUTOMATIC VACUUM COPING - CENTER EACH WAY CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE,SHALL BE PROTECTED AGAINST USER ENTRAPMENT. (TYp) PROPOSED DECK BY i:' " ." (FLOOR) 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CPSC 15 USC 8003 AND ANSI/APSP/ICC 7,WHERE WATER LEVEL OTHERS a: , APPLICABLE. ' SUCTION OUTLETS R326.6: SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS,SUCH AS AUTOMATIC VACUUM - �8"SLAB CLEANER SYSTEMS OR MULTIPLE SUCTION OUTLETS WHETHER ISOLATED BY VALVE OTHERWISE,S OR O H RWISE,SHALL BE PROTECTED AGAINST USER ENTRAPMENT. ==T I 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7. 3.5' != 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 i- 8" CONCRETE TYPICAL WALL SECTION OR LARGER,OR AN APPROVED CHANNEL DRAIN SYSTEM. _ 6' BOOR (n'P•) j- 3.POOL AND SPA SINGLE-OR MULTIPLE-OUTLET CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF SHOULD GRATE COVERS LOCATED 1 NOT TO SCALE THERE IN BECOME MISSING OR BROKEN. THIS VACUUM RELIEF SYSTEM SHALL INCLUDE AT LEAST ONE APPROVED OR ENGINEERED METHOD OF THE TYPE SPECIFIED - i IN,AS FOLLOWS: -i'- 1.SAFTEY VACUUM RELEASE SYSTEM CONFORMING TO ASME A112.19.17;OR t- 2.AN APPROVED GRAVITY DRAINAGE SYSTEM. - - = i-=�� -i' '-'-j I''���-! i-'- i�''�--' '-L�-'i`;-9 4.SINGLE OR MULTIPLE PUMP CIRCULATION SYSTEMS HAVE A MINIMUM OF TWO SUCTION OUTLETS OF THE APPROVED TYPE.A MINIMUM HORIZONTAL OR I- - -� i