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HomeMy WebLinkAbout43243-Z rrz+'aa FFU(,1-c Town of Southold 7/3/2019 y� P.O.Box 1179 o - �' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40481 Date: 7/3/2019 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 51 Millstone Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.-1-33.8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/13/2018 pursuant to which Building Permit No. 43243 dated 11/26/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: commercial in ground swimming pool with fence to code as applied for. The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43243 5/23/2019 PLUMBERS CERTIFICATION DATED \4APL //Auilho ed ignature gUffft TOWN OF SOUTHOLD ��oy . ' BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43243 Date: 11/26/2018 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: costruct an in-ground swimming pool as applied for per SCHD approval. At premises located at: 51 Millstone Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.-1-33.8 Pursuant to application dated 11/13/2018 and approved by the Building Inspector. To expire on 5/27/2020. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 $300.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains-less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installation's,a certificate of Code Compliance from'architect or engineer responsible for.the'building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, ;Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 9� ;Date. j New Construction. ✓ 1 or Are-existing Building: Locationcheck one of Property: t� L&,L ( ) House'No. �— Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section ��of ® � Block 0 ft O 0 Lot�3 60 -1 Subdivision °utd lu k kir,p ,s >�� Filed Map. Lot: Y `kg Permit No. Date of Permit. Applicant: Health Dept. Approval: ' 'Underwriters Approval: Planning Board Approval: �T Request for: Temporary Certificate Final Certificate: h ck on Fee Submitted:$ A Lica 1 Sig a u CONSENT TO INSPECTION a he undersigned,do(es)hereby state: Owner(s)Name s) That the undersign is) ares) he wner(s4 of the premisesrunjuz— which of Southold, located at k.�_ tA-4�is s own and designated on the Suffolk County Tax Map as District 1000 Section WBlock 01,00,Lotj3, 00.s That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Building Inspe toy's Office for the following: Ct9 d rwVV" p That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: gna e (Print m (Signature) (Print Name) pF 50!/��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q ,� ® y® roger.richertA-town.south old.ny.us Southold,NY 11971-0959 ® c®U9V 9 e' �\ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To, Rimor Development LLC Address: 51 Millstone Ln (club house) City: Cutchogue St: New York Zip: 11935 Building Permit#. 43243 Section: 102 Block: 1 Lot. 33.8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X Outdoor X 1st Floor Pool X New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 2 Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock F1 Exit Fixtures TVSS Other Equipment In ground swimming pool to include, bonding, control panel, 1-GFCI recpticle, 4-GFCI circuit breakers,2-switches,gas pool heater,2-pool pumps,2-pool lights Notes* Inspector Signature: - Date: May 23 2019 81-Cert Electrical Compliance Form.xls pF 50UTy0lo # TOWN OF SOUTHOLD BUILDING DEPT. Cum, 765-1802 INSPECTION FOUNDATION 1ST ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR Y Y� SOF SO(/lh, # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION " [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION Q [ ] FRAMING /STRAPPING [ FINAL 64,111• F [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REM RKS: q4lylo, ti! l I omIno om�k (!�j gu4w:4 4" Glm-� LN mlato�dw E&V;t& WWI% R"m f l� DATE 3 INSPECTOR OFFICE LOCATION: iy rcco. MAILING ADDRESS: Town Hall AnnexP.O.Box 1179 54375 State Route 26 �O� S��Ty®�® Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold,NY www.southoldtownuy.gov CP- o ® ySxz-� enum,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD D 'i L-3 7-::>E pz�:! July 3, 2019 JUL - 3 2019 Mr. Henry Alia Rimor Development LLC D�Tr DEFT. P.O. Box 908 N " Cutchogue, NY 11935 Re: Approved Residential Site Plan The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue S CTM#1000-102-1-33.3 Dear Mr. Alia: The Planning Board has found that the requirements for the Clubhouse Pool of above- referenced Residential Site Plan have been completed based on the site inspection made July 1, 2019. The pool is now in general conformance with the Approved plan dated September 26, 2017, and the Planning Board supports the issuance of a Certificate of Occupancy. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully� Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager Suffolk County Department of•Health Services Office of Pollution Control PERMIT To Operate a Swimming Pool This is to certify that Harvest Pointe Homeowners Association Inc the operator of HARVEST POINTE AT CUTCHOGUE OUTDOOR MAIN POOL at 51 MILLSTONE LANE �I Located in the TOWN of SOUTHOLD in SUFFOLK County is granted permission to operate said establishment in compliance with the provisions of Subpart 6-1 of the State Sanitary Code and under the following conditions: (1) This permit is granted subject to any and all applicable State,Local and Municipal Laws, Ordinances,Codes,Rules and Regulations. (2)Supervision level 2a JUL - 3 201 + a.,.wo ,rim" I-Jd,r1P.✓,r�AA Effective Date July 04,2019 (/ Permit is NON-TRANSFERABLE James L Tomarken,MD,MPH,MBA Permit issuing ficial This permit expires on September 30,2019 and may be revoked or suspended for cause. THIS PERMIT SHOULD BE POSTED CONSPICUOUSLY Facility Code 51K196 Permit Number 51K196 Operation ID 1028920 COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES JAMES L.TOMARKEN,MD,MPH,MBA,MSW Commissioner June 28,2019 Nelson&Pope Attn.: Thomas Lembo P.E. s 572 Walt Whitman Road Melville,New York 11747 .�,f JUL s 1 2019 �f Subject: Swimming Pool Construction Final Approval - - Facility Name: Harvest Pointe Address: Griffing Street, Cutchogue,NY 11935 .T�. Township: Southold TolqeTINSO1 gvr�%� SCDHS File Ref, 20877 SCDHS Job SP17-01383 Dear Madam or Sir: This office is in receipt of the certification letter you submitted to this office indicating that the above referenced pool facility was constructed according to approved plans, and the certificate indicating that the pool is-in compliance with the National Electrical Code. Based upon this information, and the inspections conducted by this office, it has been determined that the facility was constructed according to the approved plans. Please be advised that an annual operating permit must be issued before pool operations may begin. For more information about obtaining an operating permit, contact Ms. Jane Sisalima at(631) 854-2525.' If you should have any questions in this matter, please feel free to contact me at (631) 854-2512 or email me at xiaoyu.chen@suffolkcount�y.gov. Please contact the local building department and any fire safety enforcement office for additional requirements that may apply to your project. Very Truly Yours, Xiaoy4 Ch n,P.E. Senior Public Health Engineer Bureau of Environmental Engineering Division of Environmental Quality CC: Jane Sisalima, SCDHS DIVISION OF ENVIRONMENTAL QUALITY IV • OFFICE OF POLLUTION CONTROL • 15 HORSEBLOCK PLACE • FARMINGVILLE NY 11'38 • PublicHealth Phone(631)854-2501 Fax(631)854-2505 Prevent P-m—Protect NELSON & POPE ENGINEERS 6 SURVEYORS JOSEPH R FPIFANIA,P E•ROBERT G NELSON JR,P E•THOMAS F LEMBO,P E•ERIC J McFERRAN,P E THOMAS C OIXON,P E•GREGORY D PETERMAN,P LS-RUSSELL Z SCOTT,P E VICTOR BERT,P E•GARY 5 BECKER,P E -rte 572 WALT WHrrMAN ROAD,MELVILLE NY 11747-2188 I PHONE 631 427 5665•FAX 631 427 5620•NELSONPOPE COM 1 I i May 31, 2019 Mr. Michael J. Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 Southold,NY 11971 Re: Harvest Pointe—Swimming Pool SCDHS Ref. No.: 20877 SCDHS Job. No.: SP17-013R1 N&P No. 00026 Mr. Verity: A member of this office conducted an inspection of the swimming pool reinforcing steel on April 20, 2018. This letter is to certify that the reinforcing steel for the swimming pool has been installed as depicted on the design plans, therefore maintaining the structural integrity of the pool. The date of SCDHS approval of the Swimming Pool was June 15, 2017. If you have any questions, please do not hesitate to contact the undersigned. Sincerely, NELS EN S goo � r n� a: z c w 2 Tho `P A . 70 P. 9°FFSS10NP`' FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ,y ------------------.................. � 'FOUNDATION (2ND) O v� ROUGH FRAMING& y PLUMBING INSULATION PER N.Y: y STATE ENERGY CODE M FINAL r 6ealjklA 01- ADDIT ON COMMENTS / Lt U44, IL 7 3'I O z d b H I TOWN OF"SOUTHOLD _BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 119714 sets of 13uiiding Plans TEL: (631)765-1802 Planning Board approval ( FAX: (631)765-9502 r� Survey -1 Southoldtownny.gov PERMIT NO. _ !s Check Septic Form N.Y.S.D.E.C. Trustees 1 ' C.O.Application Flood Pe�it Examined ,20 Single&('Separate Truss Identification Form II r C/ Storm-Water Assessment Form Contact: PLINb& _UU'Q ,WNY1Q- ��, Approved- _ -,20- Mail to ,®. a,; _q cw Disapproved a/c I• ufd,p, $t Le_( h 09-35 Phone: 3 -2 Expiration ,20 -Building-Inspector APPLICATION FOR BUILDING PERMIT Date I 20 INSTRUCTIONS - a a.This_application-MUST-be completely filled in by typewriter or in ink and submitted t i.the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship.to adjoining premises or public streets or areas;and waterways. c. The work covered by this application may-not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. . e.No building shall be occupied:oi;-used in whole or in part for any-purpose-what so eve I until the Building Inspector ,:issues.a Certificate of Occupancy. f.,Every building permit shall.ekpire if the work authorized has not commenced,within 12 month`s after the date of issuance or has'not been completed within-d8 month's from such date.If no-zoning amendments or other regulations affecting the property-have been enacted in the interim,the Building Inspector may authorize,'in writing;the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of Building Permit pursuant to the Building Zone Ordinance.of the Town ofSouthold,Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ® 4 \\ (Signature of apiplicant or name,if a c rporation) �- C)- b_D)t-9t off► CU -huzoic , \� \ (Mailing address of applicant) 9 State whether applicant is owner,'lessee, gent, architect,engineer, general contractor, electrician,plumber or builder Name of owner of premises L l.—C (As on the tak roll or latest deed) If applica is a corporation signatur d ly authorized officer INS is e (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No.' . I 1. Locatio lanN n Yv 'ch p ''posed w rk will be done: �— House Number Street Hamlet I County -Tax Map No. 1000 Section ®�✓' Block Lot I I � it � Subdivision" ( ��1��'�, —Filed- Map No. Y� l Lot 2. State existing'use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy I Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 1,61 rp" e (Descripti n 4. Estimated Cost is O 000 , 00 Fee (To be paid on filing this application) 5. If dwelling; number of dwelling units Number of dwelling_ units on each floor If garage, number of cars 6." .If business,_commercial or mixed.occupancy, specify nature and extent of each-type of use. 7. Dimensions of existing structures, if any:Front Rear Depth Height _Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height' Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 1-0. Date of-Purchase Name of Former-Owner 11. Zone or use district-in which premises are situated 12"- Does-proposed construction violate any zon'- g, law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES_ N � Will xcess�fill be re oved9rom Rr em ises? YES NO 14. Names of Owner of premtsg; Address W Phone No. .Name of Architect MICUt Address l a Phone No f Name of Contractor SaA—c- 49 014A9.4"Address Phone No. 15 a. Is thisro ert within 100 feet of a tidal wetland or a freshwater wetland? *YES NO p P Y * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE IRED. b. Is this property within 300 feet of a tidal wetland?* YES NO * IF-YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If'elevation at any point on property is at 10 feet or below, must provide topograph' al data on survey. 18. Are there any covenants and restrictions with resp ct_to this pr pe ? * YES _ NO IF YES,-PROVIDE A COPY. ©� f e /// STATE OF NEW YORK) SS. COUNTY OF .iix� l being duly sworn,deposes and says that(s)he is the applicant (Name of individua signing contract)above named, CONNIE D.BUNCH (S)He is the CA 17 Notary Public,State of Now York (Contr ,ctor,Agent, Corporate Officer,etc.) No.U1BU6 Qualified in Suffolk County of said owner or owners, and is duly authorized to perform or have performed the said worrk and to make April 14, le his application; that all statements contained in this application are true to the best of his kno4andind that the work will be performed in the manner set forth in the application filed therewith. Sworn to befor6me this'- day his'- day of f 20 1G Notary Public \ " �gnaAeof pli t ` gg F BUILDING DEPARTMENT- Electrical Inspector �O 2 0 2018 TOWN OF SOUTHOLD Town Hall Annex-.,54375 Main Road - PO Box 1179 ;Southold, New York 11971-0959 Off'�® Telephone (631) 765-1802 - FAX (631) 765-9502 �l roger.richert(a)-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:. _�. .... .� r Date: ., /zo/ta, Company'Name: °Y'll/t ` Name: License No.: j 1®0 N email: M Address: fflo .AxKidd-c- 11 Phone No.. a46) =49 J40 ® SW G 1 JOB SITE INFORMATION: (All Informatio Required) P Name: 'W t$PiV Address: Cross Street: 0 � Phone No.: 3 7 4;Z16 Bldg.Permit#: _ email: ,eahm a.4_4 Tax Map District: 1000 Section:-J 00?. ® ' Block: ® � .Lot: ,BRIEF DESCRIPTION OF WORK-(Please Print Clearly) 3> �nnw�•y� r Circle All That Apply: 'Is job ready for inspection?:. Y / NO Rough In Final Do you need a Temp Certificate?: Issued On e1pp (All informati nire u' ed) S .1 Ph iz [ A eter# I New Servi -Fire Recohn c n t - e nnected - Underground -Overhead # U un Lateral 1 H Frame Pole' Work done on e N dditional Information: p ✓ o I PAYMENT DUE WITH APPLICATION Request for Inspection FormAs � } ( ' COUNTY OF SUFFOLK STEVEN BELLONE SUFF6LK COUNTY EXECunw DEPARTMENT OF HEALTH SERVICES JAMES L.TOMARKEN,MD,MPH,MBA,MSW Commissioner October 22,2018 ;Nelson&Pope Attn.: Thomas F. Lembo,P.E. ; 572 Walt Whitman Road Milville,NY 11747 Subject: Approval of Renewal Swimming Pool Permit to Construction Harvest Pointe 'Griffing Street, Cutchogue,NY 11935 Town of Southold SCDHS Job# SP17-013R1X1 SCDHS,Ref# 20877 } Dear Madam or Sir: This off ce has reviewed the' above referenced'-facility Permit to Construct renewal,application for compliance with Subpart 6-1 of the New York State Sanitary Code and,Article 16 of'the-Suffolk County Sanitary Code. The-application has been;approved.;.The expiration date for this Permit to,Construct`$as been extended to June 15,2019 The Office of Pollution Control must be contacted at 854-2525 at least 5 'business days prior to commencement of any work to'arrange for the,required construotion,inspections. Issuance of this approval does not supersede any existing agreements with, or mandates.by, the Office of 'Pollution Control or any other government agency.The construction period does not supersede any,exis'ting compliance dates agreed to, or mandated by,,the Office of Polliution Control or any other government agency.Issuance of this permit does not authorize the use of the facility(s)that'are in'violation of,ihe Suffolk County Sanitary Code or any other government code. Sincerely Xiaoyu 6%en,P.E. Senior Public Health Engineer Bureau of Environmental Engineering Division of Environmental Quality CC: Henry Alia,Harvest Pointe DIVISION OF ENVIRONMENTAL QUALITY • OFFICE OF POLLUTION CONTR_OL-• 15 HORSEBLOCK PLACE + FARMINGVILLE,NY 11738 • Phone(631)854-2501 Fax(631)854-2505 Pre.eet Ptemole Preteel SUFFOLK,COUNTY DEPARTMENT OF HEALTH SERVICES RENEWAL APPLICATION -.Office of Pollution Control-15 Horseblock Place-Fanningvllle,NY 11738 Notice File Reference Number SCDHS JOB NO. Requests forpermitrenewal'will not be 2 $ 7 7 S P 1 7 �- 0 1�] 3 R' processed without a completed application i District: Section Block Lot Property Tax Map'Number: 11`0101 0 1 012.101 0 0 1 0 3 13.13 1010 Type of Project: - ® [SPj Swimming Pool ❑ [ZDI Zero Discharge ❑ [HMj Article 12(Toxic/Hazarrdous Materials Storage Facility) ❑ Other Facility Name Contact Name Phone Number Harvest Pointe Swimming Pool Henry Alia Physical Address State Zip Griffing Street & School House Lane, Cutchogue NY 11935 Facility Owner Contact Information Facility Owner Contact Name Mailling Address Henry Alia [PO Box 908, Cutchogue Phone Number Email Address State Zip NY 11935 erson o ontact or s ro ect Name Phone Number Fax Number Henry Alia Mailing Address State I Zip -- PQ Box 908, Cutchogue---_.___v__ . ._` - -- .-- . __ ___._._- -- - NY 14935 -- — -t Professional Iftneer r Registered Architect InformaHon Firm/Professional's Name Contact Person Nelson & Pope Engineers Thomas F. Lembo, P.E. Mailing Address State Zip 572 Walt Whitman Road, Melville NY 111747 Phone Number Fax Number Email Address 631-427-5665 1631-427-5620 tlembo@nelqoMape,.com , �s cope Of The Project IEt s' Any modification made to the previous approval plan? ❑ Yes m No (!f"yes',a desgin professional Is required for this renewal appllcation;please briefly describe the che nges to the a6rn 66)ldn)2 a 18 Briefly Describe Project: Construction of a new 1,574 sf outdoor swimming pool t certify that all info t o on this app cation an attac ments have been rev owed an at aced on my Inquiry o those persons Immediately responsible or obtaining the 1 o a n contained Is application,I believe that the information is true,accurate,and complete.I understand that false statements madea herein are punts s a Cla s"A" Ise or, ursuan`t to Section 210. the Penal Law,State of Now York. ; A li r d) Print Na to - Thomas F.Lembo,P.E. Desi nrofessional ShANre Print Name Date ..: t'. lE»;tNl.X of Form HMM-001 R (10/09) 1 � i•i Y '* a ' ;r h i", +±��•v r n` ._c''•j f#`wF,'Mt3': .a �� "±�4--- -- --------------- --- Elf t•. s �� K "�{o- $Sr +rb ' !?�z- " t S �h �• fill f i} yt w $ � iG_' ,•1 "yam.` r? 1�., �a� AA t•1 ��r•1 �r s I 'Y r•1 `f� 'fig+®��yy x �f'..�Q,h :. - . relRLi f rywM Y 'YJ" Si£1}yfT.{„ j�11 . .k if z !•� �•, • W. WN 1 47 RB • • ,:;. • CLUBHOUSE 0 .� ' :/GFA STORY �. Lb ►�1, EN EN �•' �•1:. a `� �` �i•� was mi lot{ice L_ �•'� %��'/ /�� 1 ,�;• �Iral. 1_ —Al I jl 11 rl /l_�. Ire rt %\r .. mi 1- • .�•' i_lJllr.. 1.. 1_ 1_ r-1_ r_ l-1_ II it,�ri fir_1r_.1-��;-jil-R�ING1:""`0 -1= ='1�i� . �r. . ir�il�1 �r%� Il..�r�.jr�1.li"1:"'r�art' 11-11'goal�—w-UP � I • _ — - l_ r_ r_ li.•-r� rr.� .{i-ri._I�1_ 1_j--�\� 'o• 0. r Ir 1_ r 11-r1 r- -1�^r_ r-11-1='r.. rr�� r, ••. 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C O x ¢ul 25 r ,,;r- I',' I Lu Ili z jo ryi_.I f ./,t C Z w w cl 'n Z to p (L+ l'� • Z aza �tzo ow SITE INFORMATION Wwo H: Zo OR TOWNSHIP: SOUTHOLD HAMLET: CUTCHOGUE nFm COMPLY WITH ALL CODES OF TAX MAP NO.: DIST. 1000, SECT. 102, BLK, 01, LOT 33.3 t 77:W YORK STATE &TOWN CODES AS REQUIRED AIS!D I""�l"'B�t9�S-AR APPLICANT INFORMATION �1 CONTACT PERSON: HENRY ALTA , TEES e COMPANY NAME: RIMOR DEVELOPMENT, LLC ADD"ESS: PO BOX 908 n CITY:CUTCHOGUE N to RETAIN STORM SITUATEDWATER RU�ZOFF AT STATE: NY FuR�IlANT TO CHAPTER 236 a cn Z Cr TIHE TOWN CODE. ZIP CODE: 11935 z g 0cco W S � � C U C H 0 cl) a :Ly" w ENCLOSE pO0L TO CODE UPON COMwATEERN B- U 003 L " �] � OWN 0 F� H 0SUFFOLK CNEWYORK w N Qto O z d33ty/ .�pe'0p 0���d w \� Z SRR' FUTURE V. ALVAH•S WELL FIELD h PUMP STATION. 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IF AN ITEM IS SO ALTERED, THE PROFESSIONAL ENGINEER WHO SO ALTERS OR WHO DIRECTS ANOTHER TO SO ALTER, '� -� 1 NOTATION "ALTERED BY" OF6 SHALL AFFIX TO THE ITEMS HIS SEAL AND THE ---- FOLLOWED BY HIS SIGNATURE, THE DATE OF THE ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. S.C.D.H.S. APPROVAL i LL OWJ2 En Q ccLu ti auj Y 10 e-C4 a. uj A EzW (o2 N TW� WO WELL ,Ft R' FUTURE •ems w o = a' FILEID ' PUMP 1"• MON. SITE i w,.,g ~ a �O Q, ow 'at ZOOm oo 4 Z D N _ N�1id w �0 I�- NPr Ca<Ln0 LL J W 2 J� I r O wp N 0 Q Fn W y9y } _` • NR�W ZW00Z cP ' ALARM REMOTE RECEIVER TO BE - MZ''? 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Y " s---- .s r -. ^v CH. 850'HIGHLA ROAD O _.. _ 2 'L.'t 1660... ,G2....n ..s.: 'rt:,, HUF3„Ct;,.i!11 "'<'I'E.. #i;. _ "'K_ 50' 'RI B'Y.o.L , , 1360 ' Nr 11935 .'; t",,''1 1 _ 9ARTti� `�. i OAC J 9A�'-•� JAIL (A ,,1: Fn 'F: ' " SET6AC TCHOG 11935 'I HOVAS , r ...r,..!#t-t'`; Y l -.... i EPORT, '�Y 1 5"u �__.. r::)r .:�iJ.,'�.x:'i;� 2C;>h.:;' K 'il' p NJW/F 1k.Y.:.. ,-_ 1�, lt,'. ;1 MAR ` J- Z 3 1�tr I F(t"EPOR'TAi.Y Ei20 - -, L J 1 I DAVID + DOCdyA ,C ,.T ' _... )t� -_ , ;,. I , O.�I,E N : X1,:3,.,: � I _ 1 J J { I � i .5650 ;'ilC,r��,,�1Vu •: I I .. CUTCiIOCI(;:,, NY1193`1 106' �'RIVAI'E W".t__ SE7',A VSWIMMING POOL EQUIPMENT TO BE c LOCATION OF 1 ,574 SF SURFACE AREA LOCATED 'ADJACENT TO POOL AREA PROJECT NO.: 00026 SWIMMING POOL ( ENCLOSED IN FENCING TO MATCH DRAWN BY: KCK POOL AREA FENCING S P 1 7 - () l R CHECKED BY: TFL xiaoyu Ct),,m DATE: AsS't Public Healm e09Meer . NEW YORK STATE EDUCATION LAW NOTE SALE: ,:5 FILE NO.: UNDER N.Y.S. EDUCATION LAW SECTION 7209,G UNDER THE DIRECTION OF ACTIN caDD: 0002ssP ILLEGAL FOR ANY PERSON, UNLESS SHEET A LICENSED PROFESSIONAL ENGINEER, TO ALTER ANY ITEM ON THIS MATERIAL IN ANY WAY. IF AN ITEM IS SO ALTERED, THE PROFESSIONAL ENGINEER WHO SO ALTERS OR WHO DIRECTS ANOTHER TO SO ALTER, OVERALL SITE PLAN 20F6 SHALL AFFIX TO THE ITEMS HIS SEAL AND THE NOTATION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF THE ALTERATION AND A SCALE: 1:6 SPECIFIC DESCRIPTION OF THE ALTERATION. LL ow In Q � LUBHOUS w W d ti O�0O -o 0cnr I o WO�U __11 >•� iE- EzW NZ N WOW O 'ir o O J QOOm �J 111 UZNJ W Wjd Ona 4 co V)2�p ~ O►N- 190 � FA 6 ooz 0tow alo° OQuW oz Neto '- owo TORY ,._.z ® Wye! �OO1 Sr Z o 12 z =)o< I W3W � =QZ FFE = 31 . 45 �' w ul w a= X' w � 3 0. cn u. cn j NZ,dZo W o n.0 2 w w o W :LZO W CL m Il 11111 111 lill 11 11111 llilll 11 lililil 11 l 11111 O 45 ' , W. X X X � ,_ CONCRETE PAVER DECK _ N PITCHED 4' PER FOOT -f- X X X TO LANDSCAPE AREAS �— X Q o E N E N _ - 1 ,, 25 H ' ---- ---------+ i--- ---- ---------------------- ` _ _ Z Z W-- ---------- ---- I i j 2 O i O cn x i X w x cn c i [ ► me l U i 45w i ' ' �, w ,0 a 0 0 2 x w x O x O) n < w nm -nzmQJ _ DOZW ---- ---- ---------- ---- ----- --------- ---- ---- ---------- ---- ---- ---------- LIJ ---- ----- --------- ----- ---- --------------------------------------- r _..: . x Wvm = Do > Ell rn Z m D --i I 48" HIGH MECHANICAL RAIL ALUMINUM FENCE OR " Z – x EQUIVALENT WITH SELF-CLOSING AND SELF-LOCKING GATE. x O O = �, o LATCH HANDLE TO BE LOCATED WITHIN THE ENCLOSURE 40" -n m O MINIMUM FROM GRADE. FENCE TO COMPLY WITH CHAPTER 1 z O y I SUBPART 6-1 OF THE NYS SANITARY CODE. v n -v m �1�, _ , o M z X I x i--- 2 iD t-'._ lij k!J M WHITE MARBLE o DUST THROUGHOUT = IV r: Lo r _ O m xZO — -n ♦ f. Q O O .-.... _ O r.: p Q M _; r n e D 2 ; iU �� w z m m a ' o � � x x cnm [=E= D M < ; t X X X X X X X X X X X X X X - M m O m31 " 05 ...j T` ® O M 31 , 25 E .� } M x w c") 06 F- 0Z � r-i O �.. >. J Z _ O t r J 30.0' O Z ° - 0 x Y co -^. WpO -rLL N Z U) oO > CONCRETE PAVER DECK ry — ci __ ..: uj PITCHED 4" PER FOOT _ _._ E. .. TO LANDSCAPE AREAS — 1 'Q o O o r- X X XLL� X X X — X X X .�c(�c:•�� , t O z cn 1 I O 15-8"0 PVC (DR-18) @ --- ~ 1.00% MIN. TO — Z LEACHING POOL i U C6 ' i i PROJECT NO.: ®026 10 0 X 10 E.D. LEACHING POOL LP-1 DRAWN BY: KCK ~ RIM EL 31.00 CHECKED BY: TFL INV EL 25.83 DATE: NEW YORK STATE EDUCATION LAW NOTE O SCALE: 1:5 � FILE NO.: UNDER N.Y.S. EDUCATION LAW SECTION 7209, SUBSECTION 2, IT IS _ S 7 ILLEGAL FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF 0 3 R 1 CA°°' 00026PooL A LICENSED PROFESSIONAL ENGINEER, TO ALTER ANY ITEM ON THIS SHEET NO.: F7 MATERIAL IN ANY WAY. IF AN ITEM IS SO ALTERED, THE PROFESSIONAL ENGINEER WHO SO ALTERS OR WHO DIRECTS ANOTHER TO SO ALTER, PARTIAL SITE PLAN A,-,,,;It p�X,ia°yuc hem3 OF 6 SHALL AFFIX TO THE ITEMS HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF THE ALTERATION AND A SCALE: 1:6 SPECIFIC DESCRIPTION OF THE ALTERATION. - COPING W/ FLEXIBLE TIP TO BE T '- PREWIDED COPING TYP00- w owN (TYP) i [ �........ 14 owo ` 3"SK �o a. w> Qt, 2"SK SK.. . . .to w O� U + i _.. R A � F z ! 3"R 4"R R ..... .. . . ! ... . . _ - (i. Z N waw� i X I CL ow doom ® y _ N ® £ ® 91b zd � �V m� 5.0' _�. '_` awn. °-° Z 7C w ;'° N 1,398 S.F. SURFACE AREA 5.0 7.5 12.5 7.5 12.5 � v� - 0. W � o Z _ _ a viwE- z SWIMMING POOL 0° cn _._ : ... X w w -2s LED UNDERWATER ` �s SKIMMER WITH ! �Isa o <w LIGHT TYP 2 EQUALIZER (TYP) _ _ p�uj LLo a m w - - STAIRS SHALL BE OF G ( ) ( t z ~ o z° 4 :a, wazC4 ? o NON-SLIP DESIGN ® w� = g Z :,�'��k.;�- OM1 Z F-•- u�'i�' � - VJ STAINLESS STEEL O -�s UJIW 3 W z< z > I- �ao STAIR HAND RAIL ( ) z Qi 0: a. —� X N n. v)acn� zZw wco =) • N w STEPS: 7" RISERS WHITE MARBLE DUST `�W " Ar 12 TREADS ° 11 . = zo THROUGHOUT 4 � -25 FLUSH MOUNTED -�-- -- -`- A.. ._. _ RETURN INLET (TYP) N N .. , LEADING EDGE TREAD AND RISER TO HAVE 4" POOL DRAIN -�o N MIN WIDE NON-SKID TILE BAND OF p CONTRASTING COLOR TO POOL ........ `y' N Q N o N z w Li _. .. -.. _ � O U0) (n W ALL CORNERS FORMED BY co -�a RETURN INLET INTERSECTION OF WALLS AND FLOOR Y -2 SXINLESS STEEL POOL LADDER TO w FITTING (TYP) SHALL BE ROUNDED HAVE 3" TO 6" CLEARANCE TO POOL a _ f WALL (TYP 2) Nui N � _ 5.0' 12.5' 7.5' 12.5' 5.0' (p 3 � " 3"R 2"�-24 , . POOLGUARD SAM I G POOL ALARM (MODEL PGRM-2). -, - ------ N TRACTOR TO SUBMIT FOR APPROVAL B G NEER AND THE SUFFOLK COUNTY DEPARTMENT OF ALARM TO CO LY WITH NEW YORK STATE BUILDING - LOCATION OF DECK ANCHOR FOR ADA .. - ATH, SHOP DRAWINGS FOR DECK PAVERS WITHIN N o CODE TITLE 1 S CTI N 1221.3 MEETING ASTM F2208. COMPLIANT LIFTING CHAIR. CENTERLINE OF (TYP 2) ANCHOR TO BE 40" MAX FROM POOL WALL E POOL AREA PRIOR TO CONSTRUCTION "' X o Z X -�: X `` ��` m 5 rr °z WATER FOUNTAIN (WASTE 2s © N`,`G, �4 �.' a i Q \�� w DISC J _ X LEACHING) �1�, a X X X X X X X X X X X O co Z ci J z O Q w W Z o O `� ° Y SWIMMING POOL PLAN 0- O � °- aw 0 0 SCALE: 1 :3 F- _ _ O zU w � � o � BULL NOSE COPING HANDGRIP POOLGUARD SWIMMING POOL ALARM -24 PROVIDE SEALING AT �,, ` V O SHALL NOT BE MORE THAN NINE (MODEL PGRM-2). ALARM TO COMPLY WITH ( �y F' o -COPING INTERFACE SEE ►� J` INCHES ABOVE THE MINIMUM NEW YORK STATE BUILDING CODE TITLE 19 _ O o -19 SECTION 1221.3 MEETING ASTM F2208. TYPICAL WALL SECTION DETAIL) _ SKIMMER OPERATING LEVEL DECK PITCHED 20 DECK PITCHED SKIMMER WITH -13 SKIMMER WITH -13 L DER TO BE Y4" PER FOOT ~ � Y4" PER FOOT EQUALIZER(TYP) WATER LEVEL CENTER LINE F6" FROST PROOF EQUALIZER (TYP) AD OF TILE TILE BAND (TYP) BONDED (TYP) z o® - o - o C) o C) � PROJECT NO.: HANDRAIL TO BE 711 co -18 _14 _18 0 -14 _18 00026 BONDED (TYP) .� DRAWN.BY: KCK Iq TYP. 1 MAIN DRAIN GRATES -10 3.7%u SLOPE TO BE INSTALLED AT CHECKED BY: TFL -^^-- THE DEEPEST POINT 5,88%SLOPE DATE: FOR POOLS CONSTRUCTED ON VIRGIN SOIL, COMPACT BASE 6"THICK CONCRETE ° ODIFIED PROCTOR. FOR POOLS CONSTRUCTED ON SCALE: AS NOTED TO 95/o M NEW YORK STATE EDUCATION LAW NOTE (TYP) MAIN DRAIN SUMPS TO BE -11 %//\//\\�\\ \\/\�' BACKFILL MATERIAL, POOL CONTRACTOR TO INSTALL 6" FILE NO.: COMPACTED GRAVEL BASE.(SEE DETAILS). . UNDER N.Y.S. EDUCATION LAW SECTION 7209, SUBSECTION 2, IT IS ENCASED IN CONCRETE ILLEGAL FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF -12 CADD: 0002$POOL A LICENSED PROFESSIONAL ENGINEER, TO ALTER ANY ITEM ON THIS 40'-6" 1' 8'-6" 6° SHEET NO.: MATERIAL IN ANY WAY. IF AN ITEM IS SO ALTERED, THE PROFESSIONAL 50' ENGINEER WHO SO ALTERS OR WHO DIRECTS ANOTHER TO SO ALTER, 11 40F6 SHALL AFFIX TO THE ITEMS HIS SEAL AND THE NOTATION ALTERED BY SECTION A-A FOLLOWED BY HIS SIGNATURE, THE DATE OF THE ALTERATION AND A SCALE: 1:3 SPECIFIC DESCRIPTION OF THE ALTERATION. LL W O w F- W d U) PROVIDE WATERTIGHT SEALANT w a Y AT DECK-COPING INTERFACE ~ O O O 0 �o a »Z : POOL DECK PAVERS TO SLOPE AWAY 12"SQUARE ^^Uj W FROM OL "PER FOOT MIN. GENERAL NOTES 0. }'� ~ F z W FRO O @Ya NZN wpOpw� BULLNOSE COPING d' d; 1. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE LATEST SANITARY "� ;' ® Ow. o w >-Jr�O Z O O m d 10 CODES AND BULLETINS 27 AND 31 OF THE NEW YORK SANITARY CODE. 0. w=.m a u) o, • ; MAIN DRAIN COVER TO MEET STANDARDS r-.-, "• ,. ;• • °''° GRADE BEAM OF THE VIRGINIA GRAEME BAKER ACT 2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL LOCAL, STATE AND W J�'w w z CC,) =' W .. II IIII IIII I I III 1111111 I I I I :,..4 ae o FEDERAL CODES AND REGULATIONS. :. NgU.p � ''o •� ''� '' •'' 6"FROST PROOF TILE BAND = -' 3. REINFORCING STEEL SHALL BE DEFORMED REBARS OF INTERMEDIATE GRADE Z v W►= Z UjCOPING H REMOVABLE COVER SET FLUSH WITH FINISHED DECK d _ - Z ..d - _ BILLET STEEL. 0<100 LLo W acnes U IL SUBGRADE ° ° ° • e d = = MAIN RAIN SUCTION ---- 4. ALL REINFORCING STEEL BARS SHALL LAP A MINIMUM OF 45 BAR DIAMETERS. �J z "z _13 COMPACTED SO = - N I w w w O_ 5. THE BOND BEAM SHALL BE REINFORCED WITH 4-#3 REBARS INSTALLED TO FORMA �.. .. W Z4 N Z R 4"THICK CONCRETE SLAB = - w Q a'O U. CONTINUOUS FRAMEWORK. THERE SHALL BE AN EXTERIOR KEY TO ACCEPT THE res: Q w _ ? '! . - _ ::e 6"x18"OPENING WATER LEVEL DECK PAVERS TO BE CAMBRIDGE 4X8 _ ,,,, ,... „ ° °`° =11 DECK AS A MONOLITHIC UNIT. (n ; u~)►-g °d . KINGS COURT HOLLAND STYLE PAVER e . I I I I I I I I I I I I I I I I I I I I I I I I I I �� �' J Z Z Z O g FLOATING WEIR 6. 5 6 FEET DEEP SHALL BE 1"-1Y2"BEDDING SAND #3 REBARS 9"ON CENTER .d ,•. ,. . -.•-, -r ° THE SWIMMING POOL AND SPA WALLS FROM GRADE TO • d REINFORCED WITH#3 REBARS SPACED 9"ON CENTER. W w1-Z a a o • EXPANSION JOINT _____- d ° 7. FOR SWIMMING POOLS LESS THAN 5'6" DEEP THE SWIMMING POOL FLOOR SHALL BE QD W nes. W Q ° ° i `';'�=' ' •- REMOVABLE BASKET J-18 ,; - DIRECTIONAL INLET d a: REINFORCED WITH#3 REBARS SPACED 9"ON CENTER OR EQUIVALENT MESH AS 3 CL can a ai '" CONCRETE ENCASEMENT -- ---- ------- - DIRECTED BY THE ENGINEER.WALLS MORE THAN 5'6" DEEP SHALL BE REINFORCED ti g Z W W • ° ' ' . FLOAT VALVE -15 PLAN WITH#4 REBARS SPACED 8"ON CENTER. "' n.O� BEND STEEL CONT.UNDER a 8. THE SWIMMING POOL SHALL BE OF"GUNITE"OR POURED CONCRETE A MINIMUM OF W W o MOUTH OF SKIMMER ° °. 6"THICK. SOIL BORINGS SHALL BE EVALUATED BY THE ENGINEER TO DETERMINE Z 3"SUCTION LINE d 12"SQUARE -10 THE TYPE OF CONSTRUCTION. THE SHELL OF THE POOL SHALL BE OF MONOLITHIC EQUALIZER SUCTION COVER ,. ° `° (AQUASTAR R8HP101)TO MEET _14 .dam. .,. • • d EQUALIZER LINE -16 CONSTRUCTION. STANDARDS OF THE VIRGINIA • WHITE MARBLE DUST FINISH THROUGHOUT g } CHECK VALVE ° IIIIIIIIIIIIIIIII 9. JOINTS IN CONCRETE DECK AND BETWEEN DECK AND WALL TO BE PROVIDED WITH A a m GRAEME BAKER ACT ° ° 9 15"LAP WATERTIGHT SEAL. 1 112"EQUALIZER LINE w 6"RADIUS ROUNDED CORNERS(SHALLOW END) .a • 10. THE INTERIOR OF THE POOL SHELL SHALL HAVE A FINISH COAT OF ECO FINISH as . ° ' CONCRETE ENCASEMENT � ° e 1.5'RADIUS ROUNDED CORNERS(DEEP END) ,• • jai 1.e GRATE � w e °� •°: • °: AQUABRIGHT. COLOR: COMMERCIAL WHITE. d. #3 REBARS-9"ON CENTER ° o ~ ° 11. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST EDITIONS OF THE UNIFORM $ •.d.. MAIN a .d • DRAIN x o CODE, THE N.B.F.U.AND THE NATIONAL ELECTRICAL CODE.A CERTIFICATE SECTION a Lq a INDICATING CONFORMANCE SHALL BE PROVIDED BY A CERTIFYING AGENCY. " ° ° _11 z a 12. NO OVERHEAD WIRING SHALL EXIST WITHIN 20 FEET OF THE OUTER PERIMETER OF d e ° _ ° THE SWIMMING POOL. m 13. BULL NOSE COPING INSTALLED AROUND THE COMPLETE PERIMETER OF THE POOL a • ° <. MAIN DRAIN SUCTION `v � SHALL SERVE AS A SAFETY HAND HOLD. � • . 14. THERE SHALL BE PERMANENT TYPE WATER DEPTH MARKERS AT THE MINIMUM, MAXIMUM, BREAK POINT AND AT LEAST EVERY 2 FEET INTERVALS OF DEPTH a • - AROUND THE ENTIRE PERIMETER OF THE POOL. DEPTH MARKERS SHALL BE ON THE TYPICAL WALL SECTION _ 4' VERTICAL WALL OF THE POOL AND ON THE DECK WITHIN 3 FEET OF THE POOL EDGE, z SEPARATED NO MORE THAN 25 FEET APART. MARKERS SHALL BE LOCATED ON BOTH 2 z HYDROSTATIC RELIEF VALVE .2 O (TYPICAL) s. = 6. SIDES AND ENDS OF THE POOL AND SPA AS WELL AS THE MINIMUM AND MAXIMUM O � NOT TO SCALE fD POINTS. 15. THE POOL BOTTOM SHALL NOT SLOPE MORE THAN 1 FOOT IN 12 FEET WHERE THE _ °C 18"X 18"MIN,PEA GRAVEL U Z UNDER MAIN DRAIN WATER DEPTH IS LESS THAN 5 FEET. THE POOL BOTTOM SHALL SLOPE TOWARDS Cn it FILL SPOUT TO HAVE THE MAIN DRAIN. w W I CONCRETE ENCASEMENT SMOOTH FINISH EDGE 18" 16. ALL CORNERS FORMED BY INTERSECTION OF WALLS AND FLOOR SHALL BE o r w SECTION 17. DOCKS, CLEAR OF OBSTRUCTIONS,AT LEAST 5 FEET WIDE SHALL BE INSTALLED • FROM THE SWIMMING POOL COPING OUTWARD SURROUNDING THE ENTIRE POOL. 4 LnZ DECKS SHALL EITHER BE DRAINED OR PITCHED 1/4"TO 1 FOOT AWAY FROM THE a • . ZD a TYPICAL MAIN DRAIN POOL. DECKING SHALL BE OF NON-SLIP, IMPERVIOUS MATERIAL. Z NOT TO SCALE 18. ALL POOL RECIRCULATION PIPING SHALL MEET OR EXCEED SCHEDULE 40 PVC RIGID W PIPE IN ACCORDANCE WITH ASTM STANDARDS. cc o 19. PIPING SHOWN HEREON IS SCHEMATIC ONLY TO GUIDE THE CONTRACTOR. PIPING • SHALL BE SLOPED TO FACILITATE WINTERIZING. co a 20. ALL VALVES SHALL BE TAGGED WITH A NUMBER CORRESPONDING WITH THE OPERATIONAL CHART. o 21. ALL PIPING SHALL BE COLOR CODED AS NOTED. d 22. AN OPERATIONAL CHART DEPICTING VALVE NUMBERS AND THEIR POSITION IN EACH ►w- o TOP OF DECK EDGE OF POOL MODE OF OPERATION OF THE POOL, SHALL BE PERMANENTLY AFFIXED TO A WALL IN h 0 J m° ° REINFORCING STEEL COPING THE FILTER ROOM. O q (4)#3 BARS EACH WAY 4" 23. CHEMICAL FEED EQUIPMENT SHALL BE ELECTRICALLY INTERLOCKED WITH THE CL SWIMMING POOL RECIRCULATION PUMPS. 17"t - 6" FEET 2" 24. HOSE BIBS LOCA'I-ED WITHIN THE POOL COMPLEX SHALL BE EQUIPPED WITH Z 4J4- ANTISIPHON DEVICE(S). PLAN 2" 6" 25. THE WATER SUPPLY SERVICING THE SWIMMING POOL COMPLEX AND ITS I-----I DEEP 2" APPURTENANCES SHALL BE FITTED WITH AN RPZ DEVICE. * li33/yUj s 26. FLOW METERS TO HAVE MINIMUM STRAIGHT RUNS AS INDICATED ON THE DRAWINGS OR AS REQUIRED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. SKIMMER DETAIL FILL SPOUT AIR GAP DETAIL ELEVATION PLAN DECK PLAN 27. ALL UNDERGROUND PIPING TO BE PRESSURE TESTED TO.THE SATISFACTION OF THE 3 Z Z SCALE:NTS REGULATORY AGENCY. w u a u, CO NOTES: 28. PIPING TO BE SUPPORTED TO PREVENT SAGGING AND EQUIPPED TO DRAIN Z N w ZZ NOT TO SCALE 1.DEPTH MARKERS SHALL BE INSTALLED ON COPING AND THE POOL VERTICAL �A. COMPLETELY. O � o WALL AT INTERVALS OF 25-FEET OR LESS. h tl Q 2.DEPTH MARKERS MUST BE OF NON-SKID MATERIAL. 29. ALL VALVES, PIPING AND FITTINGS SHALL BE INSTALLED SUCH THAT THEY ARE ��. 0 Q 3.DEPTH MARKERS MUST BE OF DURABLE MATERIAL AND PERMANENTLY READILY ACCESSIBLE. S ui INSTALLED. 30. ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER * L N n: 4.DEPTHS TO BE MEASURED 3-FEET FROM POOL WALL. (VGB) POOL AND SPA SAFETY ACT 1 GATE TO BE PROVIDED WITH GATE TO BE PROVIDED WITH LOCKABLE TYPICAL WALL & DECK DEPTH MARKERS 31. FUEL BURNING EQUIPMENT SHALL BE INSTALLED AND VENTED TO OUTDOOR IN SELF-CLOSING HINGES SELF-LATCHING LATCH.RELEASE MECHANISM TO ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE. BE LOCATED 54"MINIMUM FROM BOTTOM OF GATE NOT TO SCALE 32. LIFESAVING EQUIPMENT TO BE PROVIDED IN ACCORDANCE WITH CHAPTER 1, SUBPART 6-1, SECTION 23(b)OF THE NEW YORK STATE SANITARY CODE PICKET SPACING 33. SANITARY WASTE AND POOL WASTEWATER TO BE DISCHARGED THROUGH A 6"AIR SHALL NOT EXCEED 4" TOP OF DECK GAP z COPING 34. A 5 FOOT DECK CLEARANCE AROUND THE ENTIRE PERIMETER OF THE POOL WILL BE z PROVIDED U) O c'? 35. DRINKING FOUNTAINS OF SLANTING JET-TYPE WITH A NON-SUBMERSIBLE OPENING J � chi PIPE DIA. X 10* SHALL BE PROVIDED w H PIPE DIA. X 4* MAXIMUM VERTICAL " 4" 6" Q Z 0 CLEARANCE TO GRADE 0 DIVING36. POOL INLETS SHALL BE SPACED NO MORE THAN 20 FT APART AND ONE WITHIN 5 FT W SHALL BE TWO(2)INCHES OF EACH CORNER (� 37. THE POOL CONTRACTOR SHALL PROVIDE A COMPREHENSIVE SET OF OPERATING Z W Z) o INSTRUCTIONS AND SERVICE INSTRUCTION FOR ALL EQUIPMENT AND FOR ALL POOL 0 J FENCE POST TO BE U NOTES: FLOWMETER ENCASED IN CONCRETE FUNCTIONS DESIGNED TO MEET THE CAPABILITIES OF A YOUNG LIFEGUARD OR -� j 1.NO DIVING SIGNS SHALL BE INSTALLED ON COPING AT INTERVALS OF 25-FEET O Q m L OR LESS. MAINTENANCE TECHNICIAN. o p N 2.NO DIVING SIGN MUST BE of NON-SKID MATERIAL. 38. CONTRACTOR IS TO SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT TO THE ENGINEER o f- _ u- o " 3.NO DIVING SIGNS MUST BE OF DURABLE MATERIAL AND PERMANENTLY FOR APPROVAL PRIOR TO CONSTRUCTION.THE CONTRACTOR IS TO INFORM THE LL . a `- I�16"'� INSTALLED. ENGINEER OF ANY PROPOSED MODIFICATIONS OR DEVIATIONS FROM THE W U d ~' -_ I- o U STAINLESS STEEL CLAMP APPROVED AT THE TIME OF THE SHOP DRAWING SUBMITTAL C� _j W GASKET TO BE PROVIDED TYP•FOR 2) NOTES: BETWEEN PIPE AND ( Z U O= BOTTOM OF FLOW METER 1. FENCE MATERIAL TO BE ALUMINUM 2. FENCE COLOR TO BE BLACK 6" SIGNAGE REQUIRED TO BE POSTED AT SWIMMING POOLS Q 0 3. PICKETS SHALL EXTEND ABOVE THE UPPER HORIZONTAL BAR -7- O HALL BE CAPABLE OF RESISTING A NO DIVING Z U 4. POSTS AND RAILINGS S 1. POLLUTION OF SWIMMING POOL PROHIBITED. URINATING, EXPECTORING OR BLOWING THE NOSE IN u- MINIMUM LATERAL LOAD OF 150 POUNDS APPLIED MIDWAY NOTES: ANY SWIMMING POOL IS PROHIBITED. 0 DIRECTION OF FLOW BETWEEN POSTS AND AT TOP OF POSTS,RESPECTIVELY 1. THE UNIVERSAL NO DIVING SYMBOL MAY BE USED AS AN ALTERNATE MARKING SIGN Z 0 5. FENCE MATERIAL TO BE CAPABLE OF WITHSTANDING A 2. A SIGN SHALL BE POSTED INDICATING THE MAXIMUM NUMBER OF BATHERS, HOURS OF OPERATION, CONCENTRATED LATERAL LOAD OF 50 POUNDS APPLIED cc �� AND A STATEMENT THAT THE USE OF THE POOL AT OTHER TIME IS PROHIBITED. U) 0 ANYWHERE BETWEEN SUPPORTS ON AN AREA 12 INCHES Tlr'PICAL NO DIVING SIGN 3. FOR POOLS PERMITTED TO USE CLASS IV SUPERVISION,A WARNING.SIGN (MINIMUM SIZE 36" X 24") ~ SQUARE,WITHOUT FAILURE OR PERMANENT DEFORMATION NOT TO SCALE WHICH STATES THE FOLLOWING MUST BE POSTED: °z * MINIMUM ACCEPTABLE DIMENSIONS SWIMMING POOL FENCE - TWO OR MORE ADULTS, 18 YEARS OF AGE OR OLDER, MUST BE PRESENT AT THE POOL WHEN MUST BE STRAIGHT HORIZONTAL PIPE THE BATHING FACILITY IS IN USE, WITH AT LEAST ONE ADULT ON THE DECK. 8 GATE DETAIL NOT TO SCALE - CHILDREN LESS THAN 16 YEARS OF AGE MUST AT ALL TIMES BE ACCOMPANIED BY AN ADULT ui RESPONSIBLE FOR THEIR SAFETY AND BEHAVIOR WHILE AT THE BATHING FACILITY. TYPICAL FLOW METER MOUNTING DETAIL - SHALLOW WATER-NO DIVING. PROJECT NO.: 00026 NOT TO SCALE - METHOD OF SUMMONING ON-PREMISE CPR STAFF. DRAWN BY: KCK - LOCATION OF FREE TELEPHONE AND NUMBERS TO CONTACT. CHECKED BY: TFL DATE: Material Properties: Commercial NEW YORK STATE EDUCATION LAW NOTE Pea Gravel is produced to commercial requirements, typical particle size distribution is as follows; SCALE: AS NOTED U.S.Sieve -� Yz" %11 #4 #8 LBW FILE NO.:' UNDER N.Y.S. EDUCATION LAW SECTION 7209, SUBSECTION 2, IT IS Metric Sieve -� 12.5mm 9.5mm 4.75rnm 12.5mm - ILLEGAL FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF ,�, t cADD: 0002sPooL ER ANY ITEM ON THIS Typical Particle 4 100 90-100 0-5 3.0 max 'U `M A LICENSED PROFESSIONAL ENGINEER, TO ALT '�� »t ,, SHEET NO.: ALTERED, THE PROFESSIONAL Size Distribution MATERIAL IN ANY WAY. IF AN ITEM IS SO AL , ENGINEER WHO SO ALTERS OR WHO DIRECTS AMO TO SO ALTER,, (Typical particle size distribution only- not to be considered as a product specification) 5 OF SHALL AFFIX TO THE ITEMS HIS SEAL AND THE NOTATION ALTERED BY GRAVEL DETAILS FOLLOWED BY HIS SIGNATURE, THE DATE OF THE ALTERATION AND A SCALE:NTS SPECIFIC DESCRIPTION OF THE ALTERATION. LL Owl HYDRAULIC HEAD LOSS CALCULATIONS-POOL W H Y LENGTH FLOW RATE HEAD LOSS 0 PIPE DIA ITEM STRAIGHTPIPE EQUIV.FITTING TOTAL VELOCITY FRICTION HEAD FRICTION HEAD TOTAL (IN) GPM SUBTOTAL (FT) (FT) (FT) (FT/SEC) PER 100' (ACTUAL) �o ._.� U r w w z0 w v MAIN DRAIN 42.9 46.0 89 4 180 4.606 1.72 1.5291 1.5291 �s �z O >:'q rw Z w SKIMMER TO FILTER 82.6 98.6 181.2 4 120 3.072 0.82 1.4858 4• 4• a" Z N w o w CL O SKIMMER 44.2 28.2 72.4 3 60 2.65 0.85 0.6154 �' 1 - . W.T ' LL!� m 93 P ®' WJco0 ¢ .a, m MER 78.5 31.8 110.3 2 30 2 1.62 1.7869 - I SKIM f _ SKIMMER(TOTAL) - - - - - - - - 2.1012 I » �� z• 4• <A-6 =W�(a UOZ � RETURN TO POOL 25.4 6z (02.6 88 4 180.00 4.606 1.72 1.5136 'z r W CL w C) w ~0~ OCA-81 � OIf��Q u-�W � RETURN 85.0 45.2 130.2 4 135.00 3.456 1.016 1.3228 ` <A-8 O RETURN 80.9 40.7 121.6 3 90.00 3.98 1.8 2.1888 i� 14 2" z ptoto y O ¢ cnw 15.2 45.1 2 45.00 4.39 3.43 1.5469 As 1 ~ LL O COv) � W Z w O? RETURN 29.9 �s ® �3 IT s e i,:w'``r W`=vim? O Z O r d:y 2 tr N RETURN(TOTAL) - - - - - - - - 6.5722 IIIII�A-4 O A .,-: TOTAL PIPING LOSSES 10.20 A_� A-� O "." O XIto I z Q O g FILTER PIPING 2.50 O O ryrt .,,-.. J W�W Z Z > z z• ¢ � ¢ RETURN FITTINGS 1.90 a• 2' O r O PRESSURE Q= O Q STRAINER 2.00 A-2 2" GAUGE ¢ ¢ FILTER LOSS 2.31 I ti a g Z Z w 10 PSI DIRTY FILTER 23.10 [� MP 'n 0. 02 HEATER 7.00 2" to -'U SKIMMER 1.00 VIP A-s =Z o SALT GENERATORS 23.10 SAFETY FACTOR 1.50 � 3' FILTER DRAIN(TYP) A� SUCTION LIFT 2.00 TOTAL POOL HEADLOSS 76.61 r z n m 6"BASE MIN. VHAIR AND LINT STRAINER 2" A - POOL EQUIPMENT DATA ® O r DES. EQUIPMENT MANUFACTURER/MODEL No./COMMENTS QUANTITY °• a• A-1 HI-RATE SAND FILTER PENTAIR/TRITON II/TR-140C/7.06 SQ FT NSF APPROVED 2 ® O A� A-2 MULTI-PORT VALVE PENTAIR/2"MULTIPORT VALVE/261055 2 N 2" FILTER L6 A-3 PUMP,MOTOR&STRAINER PENTAIR/INTELLIFLO VF PUMP/3HP 2 2" PRESSURE 2• 0 A-4 4"FLOW METER BLUE&WHITE/F-30400P 2• O GAUGE w A-5 HEATER PENTAIR/MAX-E-THERM/460763 1 r co 1 MP z A-6 2"FLOW METER BLUE&WHITE/F-30200P iP ~ i A-a 2 0 A-7 CHLORINATOR ACCU-TAB/3012 2 2 3" A� O to A-8 3/4"FLOW METER BLUE-WHITE/F-41017LK-12 PENTAIR/50901 Ei00 2 r FILTER DRAIN(TYP) A-9 SIGHT GLASS - a 6'BASE MIN. I - A-10 MAIN DRAIN GRATE AQUASTAR/WAV12WRXXX 2 FROM POTABLE 11 - w RECREONICS 135-575 2 WATER LINE WITH HAIR AND LINT STRAINER w A-11 MAIN DRAIN SUMP ANTI-SIPHONING NTNG z" 2 w HYDROSTATS HAYWARD/SP-1056&SPA 055 2 DEVICE a 0 A-12 j A-13 SURFACE SKIMMER PENTAIR/506370/WITH FLOAT VALVE&EQUALIZER 4 w A-14 EQUALIZER COVER AQUASTAR/R8HP101 4 A-15 FLOAT VALVE ASSEMBLY PENTAIR/506160 4 A-16 EQUALIZER VALVE PENTAIR/506162 4 A-17 VACUUM FITTING PENTAIR/506161 1 0 0 � 0 A-18 RETURN FITTING PENTAIR/540014 10 A-19 HAND RAIL S.R.SMITH/3HR-7ADA-065 2 A-20 LADDER S.R.SMITH/VLLS-104E 2 GRAVEL BED A-21 ESCUTCHEON PLATE S.R.SMITH/EP-200-MC 8 Z A-22 SWIMMING POOL LIFT CHAIR S.R.SMITH/300-0000 1 0 Iw- w I ~ CORPORATION/3380G/BARRIER-FREE PEDESTAL FOUNTAIN 1 I s"AIR GAP 1l7 A-23 DRINKING FOUNTAIN HAWS " A-24 POOL ALARM POOL GUARD/PGRM-2 2 POOL FILTRATION SCHEMATIC 3. �. q• 4. 4. 3. 7 A-25 FLUSH-MOUNT RETURN FITTING AQUASTAR/FLUSH-MOUNT RETURN FITTING/35xx 1 Lj T 4• 4• A-26 EYE/FACE WASH STATION SPEAKMAN/SE-491 1 NOT TO SCALE O 2'x2'x2'SUMP z A-27 BACKWASH FLOW METER BLUE&WHITE/F-30200P 2 A-28a SALT GENERATOR SYSTEM AUTOPILOT/POOL PILOT PROFESSIONAL/PR06US POWER SUPPLY 2 A-28b SALT GENERATOR SYSTEM AUTOPILOT/POOL PILOT PROFESSIONAL/CC15 GENERATOR CELL 9 r ` r A-29 UNDERWATER LIGHT PENTAIR/INTELLIBRIGHT 5G/601002 2 O��O*. d3�/y/0a C7 8"fd PVC DR-18 1.00%MIN. 2 � TO POOL DRAINAGE SYSTEM w �O 0 0 7 4 4 7 ( lli z POOL DESIGN DATA COLOR CODE SCHEDULE �, �< _ Q W 1 POTABLE WATER LINES DARK BLUE /`\ r e � Lij NO. DESCRIPTION POOL 2 FILTERED WATER AQUA Intelliflo High Performance Pump 1 SURFACE AREA OF POOL(SQ FT) 1,574 3 SKIMMER OR GUTTER RETURN OLIVE GREEN 164 4 MAIN DRAIN III IN I BLACK KEY TO SYMBOLS OPERATIONAL CHART (POOL) s0- 100 - 164 0 ; ; I 2 PERIMETER OF POOL(FT) _ _.... ( �._,_..._____.__:.__ ____.; 3 MAXIMUM NUMBER OF BATHERS 104 5 ALUM ORANGE VALVE NUMBERS 90 _._.� _.___ ___. 1 MULTI PORT VALVE O MODE POOL ` BEST EFFI G 4 VOLUME OF POOL(CU FT) 5,966 6 CHLORINE(GAS/SOLUTION) YELLOW 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 MP °' r VOLUME OF POOL GAL 44,630 7 SODA ASH ® PUMP 25- ro 80 . .... ;.. ................ _.. .. __ ; _ j ,.......�... 5 (GAL) WHITE 2 BALL VALVE � 1 FILTRATION O O O C O O C O O O O O O O O O O F!O ON 6.00 PINK 2 BACKWASH O O C C O O C C C C C C C C C C C W/ ON - O 70 . ..-._._-. ......_..___. ._______. . _ ._._._......-:.-.._......... ._ s..._._ _...�...... _...._.... ........_..._,._.__....,_i_.-_... _. 8 ACID 6 REQUIRED TURNOVER RATE(HRS) O M 7 DESIGN TURNOVER RATE(HRS) 4.13 9 BACKWASH WASTE DARK BROWN 3 GLOBE VALVE 3 VACUUM C O O C O O C O 0 C C O O O O O 0 F/O ON 20 d I i v v _ I i >- cYi REQUIRED FLOW RATE BASED 10 SEWER(SEWER OR OTHER) DARK GRAY 4 DRAIN POOL O O C C O O C C C C C C C C C C C D/O ON - c i - I T � 8A ON TURNOVER RATE GPM 123.97 "- 30 (GPM) 11 DECK DRAINS LIGHT BROWN 4 BUTTERFLY VALVE 5 FILL O O O O O O C O O O O 0 O O 0 O O F/O ON 50 i _. ..� i !.... �... ..._ O FLOW RATE BASED ON DARK GREEN I 0 W W B REQUIRED 175 12 COMPRESSED AIR V 15 U 40 i 3 I 2500 W 8 TOTAL RECIRCULATION FLOW(GPM) r- 13 GAS RED 5 VACUUM GAUGE O=VALVE OPEN j 1.. O z W O 9 DESIGN FLOW RATE(GPM) 180 I __ _ .. -.- -- _-- --.- _-- _-� C=VALVE CLOSED 10 - OU c 30 _,_ - _ ._ i - m 2aoo w 10 REQUIRED FILTER RATE(GPM/SQ FT) 15.00 6 PRESSURE GAUGE O ! 11500 UG E i --� I" 7, MAIN DRAIN VELOCITY - - I I � Y 11 DESIGN FILTER RATE(GPM/SQ FT) 12.75 [] -- 1000 W ¢ 7 SIGHT GLASS - 750'W I )- ; O O �'- ►- _ L O PUMP SELECTION (SEE EQUIPMENT) NUMBER OF MAIN DRAINS 2 NOTES: �- 10 -___- .. - - ` a-- f ` --- ; -- - � 150 W 500 Vv ._ .._ ..._ ,...__...-.._..... ._........ ..._..__......_.-._ ...._..__ LL ¢ 12A FLOW RATE PER PUMP 90.00 GRATE AREA PER DRAIN 90.80 SQ. IN. 8 FLOW METER 120 W 300 W I LLI H 12B NUMBER OF PUMPS 2 TOTAL GRATE AREA PROVIDED 181.60 SQ IN 20o w; I ; ( �ry `� 0 U CIRCUIT INTERRUPTERS TO BE ° < M w 1. GROUND-FAULT3 4 50 60 70 80 90 100 11 120 13 140 i 0 16 GPM V � � � � 12C TOTAL FLOW RATE(GPM) 180 MAX. FLOW RATE 180 GPM 9 UNION 0 10 20 0 0 0 0 5 0 Z (� 12D TOTAL HEAD LOSS(FT) 76.61 VELOCITY THROUGH MAIN DRAINS(<1.5 FPS) 0.32 FT/SEC PROVIDED NEAR POOL PANEL Capacity in US Gallons Per Minute -" � � o 3HP VELOCITY THROUGH ONE DRAIN <1.5 FPS 0.64 FT/SEC 10 INLET FITTING(PLAN) � 2. JUNCTION BOXES TO BE PROVIDED A MINIMUM OF 4' I I , 1-11 , I I I � I � _ � O 12E PUMPS MOTOR HP V ( ) FROM THE POOL WALL 0 5 10 15 20 25 30 35 M3/HR O � 11 VACUUM FITTING(PLAN) 3. SWIMMING WILL NOT BE PERMITTED IN THE EVENT OF z INE DELIVERY RATE PUMP/FILTER FAILURE (f} o CHLORINE DELIVERY RATE CHLOR PUMP CURVE TABLET CHLORINATOR SALT CHLORINATOR 12 INTERIOR POOL LIGHTS(PLAN) a- 4. VACUUMING THE SWIMMING POOL AND SPA SHALL BE o PUMP FLOW RATE(GPM) 180 MAXIMUM CHLORINE CONCENTRATION 10.00 PPM ACHIEVED THROUGH THE SKIMMERS USING THE NTS Z 13 SKIMMER(PLAN) VACUUM FITTING (A-17) AND PROPER VALVE DAILY TREATED VOLUME(GAL) 259,200 MINIMUM POUNDS OF CHLORINE NEEDED 21.61 LB/DAY ~ L 0.0000125 MAXIMUM CHLORINE PRODUCTION 2.62 LBS CUDAY 14 HOSE BIB ,s� OPERATION (SEE CHART) �" - " '-� 1 PPM CHLORINE(AVAIL.CHLOR.LB/GA ) a'-I REQ.CHLORINE FOR 1 PPM IN POOL(LB/DAY) 3.24 NUMBER OF UNITS PROVIDED 9 5. THE CONTRACTOR MUST SUBMIT FOR APPROVAL BY PROJECT NO.: 00026 REQ.CHLORINE FOR 10 PPM IN POOL(LB/DAY) 32.40 TOTAL DELIVERY RATE 23.58 LBS CUDAY 15 CHECK VALVE THE ENGINEER AND THE SUFFOLK COUNTY t;u ;�, DEPARTMENT'OF HEALTH SERVICES, SHOP DRAWINGS »4. r�\ V DRAWN BY: KCK MAX CHLORINE DELIVERY RATE(LB/HR) 1.01 16 FLOW CONTROL VALVE ® FOR THE POOL DECK AND ANY STRUCTURES WITHIN NUMBER OF UNITS PROVIDED 2 CHECKED BY: TFL TOTAL CHLORINE DELIVERY RATE(LB/HR) 2.02 D THE POOL AREA PRIOR TO CONSTRUCTION 17 REDUCER 6. SWIMMING WILL NOT BE PERMITTED AT NIGHT DATE: TOTAL DAILY CHLORINE DELIVERY RATE(LB/DAY) 48.48 NEW YORK STATE EDUCATION LAW NOTE SCALE:' 1:3 FILE NO.: SWIMMING POOL PH ADJUSTMENT NOTE UNDER N.Y.S. EDUCATION LAW SECTION 7209, SUBSECTION 2, IT IS CADD - ILLEGAL FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF SHEET 0002sPooL pH ADJUSTMENT To BE DONE MANUALLY. A LICENSED PROFESSIONAL ENGINEER, TO ALTER ANY ITEM ON THIS SHEET No.: MATERIAL IN ANY WAY. IF AN ITEM IS SO ALTERED, THE PROFESSIONAL ENGINEER WHO SO ALTERS OR WHO DIRECTS ANOTHER TO SO ALTER, SHALL AFFIX TO THE ITEMS HIS SEAL AND THE NOTATION "ALTERED BY" 60F6 FOLLOWED BY HIS SIGNATURE, THE DATE OF THE ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION.