The URL can be used to link to this page

Home My WebLink About49300-Z r TOWN OF SOUTHOLD 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#: 49300 Date: 5/23/2023 Permission is hereby granted to: Fernandez, Javier 5135 Indian Neck Ln ... econimm ...... .......................... .......�___ P................ c, NY 11958 To: Construct an inground swimming pool to an existing single family dwelling as applied for. Pool and pool equipment require minimum setbacks of 15 feet. At premises located at: 5135 Indian Neck Ln, Peconic SCTM #....473889 .............._..._____.................. ... �........ v................. ..........._............................a...................... Sec/Block/Lot# 98.-1-1.2 Pursuant to application dated 4/21/2023 and approved by the Building Inspector. To expire on _,_1 1/21/2024. Fees:. SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 0 Building Inspector ry TOWN OF SOUTHOLD—BUILDING DEPARTMENT x; Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 [A ://ww .souttioldtowtin ov BUILDINGDate Received APPLICATION FOR For Office Use Only I � u - PERMIT NO. 0 Building Inspector; Applications and forms must tie filled out in thei�,entirety IncompleteIIt i' ' A III.I a applications will not be accepted. ,Where,the Apphcant,is not the owner an h� ��aii os "o phi� :t Owner's Authorization form(Page 2)shall tie completed. Date: OW.NER($) 9F,PROPERT-: . Name:Javier Fernandez & Lisa McKeon SCTM#1000-098-001-1 .2 Project Address:5135 Indian Neck Lane, Peconic NY 11958 Phone#:917-679-4555 Email:Lisa.McKeon@gmaii.com Mailing Address:5135 Indian Neck Lane, Peconic NY 11958 CONTACT PERSON Name:Michael Macrina Architect P.0 Mailing Address: 21 Main Street, Stony Brook NY 11790 Phone#:631-686-6585 Email:mmacrina@mmarchitectaia.com DESIGN'POFESS�ONaL INFORMATION Name:Michael Macrina Architect RC Mailing Address:21 Main Street, Stony Brook NY 11790 Phone#:631-686-6585 Email:mmacrina@mmarchitectaia.com CONTRACTOR INFORMATION Name:. Mailing Address: Phone#: Email: DESCRIPTION OFPROPOSED C0J115TI+;UCT1(SN ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:. DOther Pool $ Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes El No 1 PROPERTY INFORMATION Existing use of property: Residential Intended use of property: Residential I Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 this property? ❑Yes RNo IF YES, PROVIDE A COPY. ❑ Check Box After Rea ding: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,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(s)for necessary inspections.False statements made herein are punishable as a pass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pffn na e): o t MaC r(n GL uthori'zed Agent Downer A C Signature of Applicant: �` ��°� � Fate: STATE OF NEW YORK) SS: COUNTY OF S l being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 'tL 1 day of 1 .:�%�'� i f _ 20Z5 Notary Public CAROLINE M MACARTHU]2026 PROPERTY OWNER L II Notary PubNO.1ic-State of 01MA6384635 New (Where the applicant Is not the owner Qualified in Suffolk Cou pp � My Commission Expires Dec 1 I, e _I'1 residing at Cx LLr\c iL L! 5&o hereby authorize i toj�y on m behalf the Town of Southold Building Department for approval as described y g p pp herein.2dz3 Owner's Signature Date e Print Owner's Name 2 t chmond Cree , --1�(- -. formerly no Jo°SePh &Glarol Ann or formerly o Edmund Baumann now Mary Kull o t7S i V4:78044 I now or � farmer�y arol Ann G d dnseh I Edmun BauMonn �O s.f. a Area = 426 1 in 0 -n c-Y 0 0 1 3 " i D rer► La 3 orfo ;' t.i oo `tcZ .� 39ae 50.4 t Ov1d oec ono FIR- TEST R TEST HOLE 0.0 t I - S '0" - _ LOAM vi• Ea.T `22 SAND COARSEE0. -44 s SMALL AMOUN NECK GRAVEL 6-0 COARSE' 1 D 1 ^ ^l SAND N 1 V GRAVEL 10.7 G R. SURVEY FOR WATE R FRANK KULL JR. & FLORENCE KULL OCT. 11,1985 JUNE 28,1985 AT PECO IC DATE APR. 17,1985 TOWN OF SOUTHOLD SCALE: I"= 60' SUFFOLK COUNTY, NEW YORK NO. 85-453 UTIORIZED ALTERATION OR ADDITION TO THIS GUARANTEED TO SURVEY M A VIOLATION OF SECTION 7204 OF THE " V NEW YORK STATE EDUCATION LAW CHICAGO TIT. _!NS i *COPIES OF THISS VEY NOT KARING THE LANDSOUTHOL _N4 S,BIgN SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SMALL NOT BE CONSIDERED TO BE A VALID TRUE COPY XGUARANTEES INDICATED HEREON SMALL RUN ONLY TO HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT E R FOR WN® THE SURVEY r5 PREPARED - AND ON HIS BEHALF TO THE TITLE COMPANY,GOV N®N NEAREST WATER MAIN—MI. t{SOURCE OF WATER PR1<rMTE_PUGLIC_ MENTAL AGENCY AND LENDING INSTITUTION LISTED N SUFF CO. TAX MAP DIST 1000 SECTION_9111L BLOCK 001 LOT 1.2 HEREON, AND TO E ASSIGNEES OF THE LENDING *THERE ARE NO DWELLINGS WITHIN 100 FEET OF THIS PROPERTY INSTITUTION- GUARANTEES ARE T TRANSFERABLE OTHER THAN THOSE SHOWN HEREON. TO ADDITIONAL INSTITUTIONS OR SUBSEQUENTt N THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM FOR THIS RESIDENCE OWNERS WILL CONFORM TO THE STANDARDS OF THE SUFFOLK COUNTY DEPARTMENT 01 STANCES SHOWN HEREON FROM PROPERTY LINES Of HEALTH SERVICES. TO EXISTING STRUCTURES ARE FOR A SPECIFIC . •_ PURPOSE AND ARE NOT TO BE USED TO ESTABLISH APPLICANT PROPERTY LINES OR FOR THE ERECTION FENCES A E _ . TEL_ - - - RIVERHEAD, NEW YORK NOTE: G=MONUMENT ALDEN W.YOUNG,PROFESSIONAL ENGINEER AND LAND SURVEYOR .YS.LICENSE NO.128 5 HOWARD W.YOUNG, LAND SURVEYOR LOCATWN OF WELL(W),SEPTICTANK(ST)6CESSPOOLS(CP)94OWN HEREON N.Y.S.LICENSE NO.45893 E FIEOSISEROTIONS AND OR DATA OBTAINED F OTHERS - GRANDIS A SONS INC, 1046 __...— F 300 ((11yyn 40'-0" bontct Yearn 2"x12"Bluestone coping POOL GENERAL NOTES grade _____________________ 1. All construction is to be in accordance with chapter 42 "d of the 2020 Residential Code of New York State water line and the ANSI/NSPI-5 standards for residential ° d° � a °,° a •a Tile edge inground swimming pools. KA IC Q , 2. Structure is designed for use below grade and Smooth finish coat only in areas where the ground water table is KA - c r 1 n -a 'T a minimum of 72" below the proposed finished grade. 1 ° 1 Grid of#4 reinforcing steel 3. Backfill with clean earth, free of roots and debris.TWE A�"� itoct ' at 10"oc each way, 5"oc A-1 A-1 vertically at all depths over 5ft. Do not allow the height of backfill to exceed the height of the water in the pool by more than 8", 21 Main Street Stony Brook NY 11790 a° a or the water to exceed backfill by more than 8". a' 4. Place concrete on sandy to loam soil. Remove phone. 631 686-6585 6"-8"thick gunite structural any clay deposit& compact clean backfill. fax. 631 686-6786 wall (4,500 psi) email. MMacrina@MMArchitectAIA.com POOI � 5. Walks to be smooth, non skid type, sloped � ° away from pool. web. MMArchitectAIA.com In-Ground 2"forming layer 0 6. Water disposal shall be limited to owners These plans are an instrument of service and are Gunite the exclusive property of the architect. o a property in accordance with local regulations. Infringements of the concepts and design ideas ° N presented on these drawings shall be prosecuted 7. Property owner is responsible to install permanent to the fullest extent of the law. Copyright 2020: 4 fence around pool in accordance with chapter 42 Michael Macrina Architect, pc. All rights reserved, exact design & depth no part of the plans may be reproduced without g p of the 2020 Residential Code of New York State the expressed written consent of the architect. to be determined & designed Permanent enclosure must be completed a by pool Contractor & Client a. a , within ninety days after the date of a ° commencement of construction. Drawing Status 8. This pool shall be equipped with an approved a pool alarm which is classified by underwriters laboratory to references standard ASTM F2208 entitled Standards Specification for Pool Alarms" Issued tu T . D eta i I of Pool alarm to be capable of detecting entry into the water and yppool construction sounding an audible alarm upon detection that is audible at poolside I I � ° and inside the dwelling. The alarm must be installed, maintained and used in accordance with the manufacturer's instructions. Depair"nent 9. No soil surcharge permitted within 4ft of excavation at the shallow end, or Eft of excavation at deep end. Swimming Pool P I a n 10. Pool suction fittings (except for surface skimmers) must be provided with 1/4" = 1 '-O" a cover that conforms to ASME/ANSI Al 12.19.8M or a min. 18"x23"drain grate or a channel drain system. Pool circulation system must be equipped Dates with atmospheric vacuum relief in the event the grate covers located within the pool become missing or broken. Such vacuum relief systems shall conform 4/21/22 Issued to Building Dept. with ASME Al 12.19.17 or be a gravity system approved by the town having jurisdiction. Pool shall be provided with a min. of 2 suction fittings of the above. mentioned type, the suction fittings shall be separated by a min. of 36" and must be piped such that water is drawn through them simultaneously through a vacuum relief-protected line to the pump (or pumps).Vacuum /pressure cleaning grade top of wall 7 top of water top of water to of walli grade fittings shall be in an accessible position, min. of 6" and no greater than 12" below the min. operational water level or be an attachment to the skimmer/skimmers. A required pool atmospheric vacuum relief system shall be installed as per POOI sect. R326.6.3 of the 2020 Residential Code of N.Y.S. and in accordance -TTwith town code. 11. All electrical work shall comply with the requirements of NFPA 70 (NEC) article 680 and the 2020 Residential code of N.Y.S. sections principally No. Date Description I E4201 through E4206. All electrical devices must be approved by underwriters laboratories and be protected by a ground fault current interrupter(GFCI) Project Section long itu d i na 1 th ru swimming pool current carrying electrical conductors except for those providing power to 1 /4" = 1 '—O'• pool lighting and pool equipment shall meet the separation requirements of Proposed table E4203.5. All metal enclosures, fences or railings near or adjacent to the swimming pool that may become electrically charged due to contact with Pool an electrical circuit shall be effectively grounded. 12. All drainage from the pool shall be maintained on the subject property. For —4 3" PVC suction line to filtration system --> pump • 3"PVC suction line to filtrations stem check Jav er -----> valve POOL BARRIER NOTES : Fernandez [sVimer Iskimmer 1. All pool compliant fencing and gates are to conform to section Q_ Lisa diverter to 326 of the 2020 Residential Code of New York State. (�( valve drywell 2. The top of the barrier fence shall be a min. of 48" above grade McKeon measured on the side of the barrier which faces away from the swimming pool. 3. The bottom of the fence to grade shall be a max. of 2" space. 5135 Indian Neck Lane filter 4. Openings in the barrier fence shall not allow a passage of Peconic, NY a 4"dia. sphere. floor main 5. Chainlink fences shall have a max. mesh size of 2.25" Jurisdiction return drain 6. All gates shall be self-closing &self-latching and must open Town of Southold outward, away from the pool. All gates shall have a latch handle located within the enclosure Suffolk County 36"min. (on the pool side of the enclosure) a min. of 54"from the bottom separation POOI of the gate. All gates shall be securely locked with a key, combination or Drawn By: �tE C other child proof lock sufficient to prevent access to the M.P. sa° ^1.1c�� floor main swimming pool through such gate when the swimming pool is return drain not in use or supervised. Checked By: M.A.M. I sk 7. A temporary barrier shall be at least 48 inches above grade 031286 measured on the side of the barrier which faces away from Job No. .td . OF N e\J the swimming pool. 2220 The temporary barrier shall remain in place throughout the period of construction of the swimming pool, Sheet Title until the completion of a permanent enclosure. Pool Drawings - Notes 2-1/2" PVC return from filtration - t-- 2"PVC return from filtration check E— valve Swimming Pool Plumbing Plan Sheet Number : 1/4" = 1 '—O" AF 111 • proposed Proposed septic system pool equip. see roved I proposed 8 dia x 4 a tall peps drywell for pool N -75044'00" E I-78.08' i C E ' backwash I -- -- - - - -- -- -- -- -- -- -- Q o t, o O O _ a C r' n ,a LP 1 _ _ _ `V -- - -15' accessory structure setback I-= Axch 1 22' height' STORM WATER 0 20' 3.7, Propooutdosed of ( � � � N 1 I " ------- 3.5 shower o 1 I 21 Main Street Stony Brook NY 11790 RUN-OFF CALCULATIONS : 50-° L - __ " Proposed 2 -pipe_ 00 I �- POOI HOUse oo - �o aF#b 1 phone. 631 686-6585 (filed seperate) proposed 8' dia 8' 1 I fax. 631 686-6786 ROOF RUN-OFF: I -- _ tall drywell for pool 1 email. MMacrina@MMArchitectAlA.com ' proposed t 20 3.5' house and garage • Run-off Factor= 1.0 --- _ _ •\ I web. MMArchitectAIA.com stepping ----_ ---- • Rainfall = 2" 1T ❑ y 1--� T^ 7 ' pp 9 , ( ) stones ___ --_ _ concrete 24' 1 These plans are an instrument of service and are 1 —_� _� 1 the exclusive property of the architect. • GaraPool He R000use f a = 720 sf ea 0 sf I I + ❑ 'p it _ _ landing Infringements of the concepts and design ideas ❑ --� ' • -- - , ' - - ' I 1 presented on these drawings shall be prosecuted g I I 40 cropos__ \ 1 to the fullest extent of the law. Copyright 2020: Total Roof Area - 1 070 sf { patlo'On 1 Michael Macrina Architect, pc. All rights reserved, - I J proposed 20'x40' I grade;, Proposed 1 no part of the plans may be reproduced without 1 j N In round pool cent I. Bra a Garage C) I the expressed written consent of the architect. • Volume Required = „ M ( p ) I = 40'- center with bllco door Imo- tfi Pool o filed se erate (rainfall) (area) (run-off factor) I and proposed garage , i Drawing Status .17' x 1,070 sf x 1.0 = 182 cu.ft. I i = -_-__ - IT I - .i. Drywell Required = I 2to 0'-g" • I I ' 24' 8 ft. dia. Drywell Ring =42.24 cu.ft. per foot of height 1 I I 1 I I 182 cu.ft./42.24 cu. ft. per foot of height=4.3 ft. I I I I c Issued • I = I o i l new--- Provide: j ■ z o ;�-- `-J driveway _ I co -0 � 1 (1)8 ft dia. x 8ft tall drywell ring I I I .0 I I n9 to H I I cl N �•IU � I I = 3 I °villa-Ui ' a �Ine t ' I I a existing `, CL o I septic �� I) Solid Cover (Traffic Bear'g) I I I a Grade i I i II I �,_ existing 6" SDR-35 sewer pipe 12" min I I = "" outdoor (( i Dates pitched at 1/8" per foot I 24 max I Traffic Bear' Dome 1 I i , shower minimum �— g I I existing I I 4/21/22 Issued to Building Dept. I i ' , = existing bilco ' _J II O ® ® ; ® ® ® F] landing ® ® ® ® ® U - existing —4,000 psi Reinforced I I door ;; ® ® � F-1F4H I Conc. Rings (typ) 1 ( new _J I 'N I x ® ® ® ® � ® ® I I I „ deck driveway ® ® ® ® ® ® ® x l—r—3'-0" min. Collar 1ac Wrap d ell with I ® ® ® ® ® c� Backfill w/Clean I existing p I x ® ® ® ® I Sand & Gravel A/C unit EXIStIng II landscape fabric One-Story ® ® ® ® ® ® I I I If unsuitable/clayey soil is I 24 min. I 1 Dwelling uncovered at base of drywell -------------- ---_J I •. Add a wick down to sand Ground Water ' \ existing D we I I Detail landing - I No. Date Description not to scale I Project T, Lr Proposed new -� -- 1 I walkway = -r -- - - 1 Pool 1 z I WATER SERVICE NOTES: r- 1 I 1. Install piping on property,4'-6"deep below finished grade,from the building to the existing vault(tie in at authority's copper tail) ; o existing lel For 2. Type"K"soft copper pipe,with a minimum of V inside diameter. I well I= 1 O 3. Maintain 1 Oft separation to all other uti[ties&septic system. ' existing0 Javier drivewai — I a Fernandez l >n to & Lisa McKeon 5135 Indian Neck Lane Peconic, NY Indian Neck Land Jurisdiction Town of Southold Proposed Site Plan Suffolk County -1 2 0' Drawn By: �C M.P. ZONING ANALYSIS THIS IS AN ARCHITECTURAL SITE PLAN �lV Al BASED ON INFORMATION FROM A Checked By: lot size = 42,650 sf SURVEY PREPARED BY: t'' v M.A.M. Young and Young .t -.�..• -' Zone = R-80 Riverhead,NY Job No. j� �312gg 02� April 17, 1985 2220 / ,'c IN�� Main Dwelling S : �✓ front = 60' Sheet Title side min = 20' side total = 45' Site Plan rear = 75' accessory - Zoning Analysis sis Accessory Structures side and/or rear = - Drainage Calcs 15' setback / 22' tall max size = 1,200 sf Sheet Number : F