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HomeMy WebLinkAbout49623-Z TOWN OF SOUtHOLU $ 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#: 49623 Date: 8/29/2023 Permission is hereby granted to: Domeluca II LLC 66 Leonard St 9C New York, NY 10013 To: construct accessory in-ground swimming pool as applied for per Trustees approval. At premises located at: 14895 Route 25 East Marion SCTM # 473889 Sec/Block/Lot# 23.1-2.10 Pursuant to application dated 3/20/2023 and approved by the Building Inspector. To expire on 2/27/2025. Fees: CO- SWIMMING POOL $50.00 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 Total: $300.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 Date Received BUILDINGAPPLICATION FOR For Office Use Only PERMIT NO Building Inspector: MAR 2 0 2023 � filled out in their entirety. Incomplete Applications and forms must be f tY ��. applications will not be accepted. Where the Applicant is not the owner,an E iLDN'Z DEPT Owner's Authorization form(Page 2)shall be completed. TmNOFSOMHOLD Date:03/03/23 OWNER(S)OF PROPERTY: Name:Pablo Salame scrM#1000-23-1-2.10 Project Address:14895 Main Rd. East Marion, NY 11939 Phone#: Email: Mailing Address:14895 Main Rd. East Marion, NY 11939 CONTACT PERSON: Name:Steven Affelt Mailing Address:PO Box 762 Great River, NY 11739 Phone#:(631) 553-6333 Email:steve.affelt@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Steven Affelt i, Mailing Address:PO Box 762 Great River, NY 11739 Phone#:(631) 553-6333 Email:steve.affelt@gmaiI.com CONTRACTOR INFORMATION: Name:Gibbons Pools Mailing Address:171 Bridge Rd Islandia, NY 11749 Phone#:(631) 851-3000 =Email:info@gibbonspools.com DESCRIPTION OF PROPOSED CONSTRUCTION []NewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: DOther New Swimming Pool $200,000 Will the lot be re-graded? ❑Yes ig No Will excess fill be removed from premises? ❑Yes 5RNo 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R80 this property? ❑Yes lgNo IF YES, PROVIDE A COPY. ig Check Box After Reading: 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 Gass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Seven Affelt RAuthorized Agent ❑Owner Signature of Applicant: Date: 03/03/23 STATE OF NEW YORK) SS: COUNTY OF Suffolk Steven Affelt being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he i5 the Agent / Architect (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 the w' ith. Sworn before me this day of NJ 3 Not lic 'f ITTORIA M.JARYMISZYN Otary Public, State of New York PROPERTY OWNER AUTHORIZATI N0. 01JA6134762 Clualified in Suffolk County (Where the applicant is not the owns 3, 20 +C`.)mmission Expires October Pablo Salame residing at 14895 Main Rd. St Marion, NY 11939 do hereby authorize Steven Affelt to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Pablo Salame Print Owners Name 2 Glenn Goldsmith,President Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 24, 2023 Steven Affelt, AIA P.O. Box 762 Great River, NY 11739 RE: DOMELUCA II, LLC 14895 ROUTE 25, EAST MARION SCTM#: 1000-23-1-2.10 Dear Mr. Affelt: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, July 19, 2023. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9863 to construct the previously (permitted; 1.8'2"x82' swimming pool rather than the 14'x82'1" swimming pool; with the condition of the replacement of five (5) native hardwood trees with a minimum of a 3" caliper; and as depicted on the site plan prepared by Gibbons Pools, received on June 9, 2023, and stamped approved on July 19, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, 44e"'.01 Aeichlas Krupsk" Vice-President, Board of Trustees AN K/dd ooOoV,d e� l ao i3a 33ts 105noH lNol 3a .� IMOISM 1tvi3C1)iovai l3llo 117J3iI`JNl`ao9Nf3a 13315 L Ntlld HIS 100d V1141 Q , a — — t ivl3a xoa a3wwi)ls f llVnO lll3016V 3 NVll woo Nla tl 1T m 3{lls _ pNOWIJ � 'V 3 oO°OOL-ia � 3�� V�tU YA.3u YO✓iroaLL Kli 9d _ - - £ - 33N301S3ll '�` .- NVId 3AS 100d `` c , r 1:1©1-11 r=1 ©gym® ©C�0 © IffD CO®1 OKI om® rlm®0= UQff:1© F—I ELI©0 ,H "D ONIalauv Tm'nivweLxJ TSN f, 53cch a�.2 M5 9m 1xb b � �� � � _ _ - 1trvuN5 SNu5o3 3u LL ' E . ,oy 3u ory a mwv�,Yal w e wu,. -ram':c - ` - se,avm�sonvs oa"'"m.o-v on ae wrrr,s�io�o r�iwu�Qn„v a.vaou3. `�-"�"�. € � � t _ •,�u:� r,v�, vHs a.d�-ov.�ren na'ua�a `� 4vaac .:u .ncui a.ua rlcn Stood SNO9915 _ . -� wa - r�,LLo.s; ,�.>,w.v,v w, ,m m� 10 SISAIbNV ONINOZ f — Building Department ARplication AUTHORIZATION (Where the Applicant is not the Owner) 1 Pablo Salame residing at 14895 Main Rd. _ (Print property owner's name) (Mailing Address) East Marion, NY 11939 do hereby authorize Steven_Affelt (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) Tate) Pablo Salame .._ _..... _ ... ........ (Print Owner's Name) Glenn Goldsmith,President � � Town Hall Annex �, �� �� 54375 Route 26 A.Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski r Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 o""r BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 16, 2023 James L. Walker Inter-Science Research Associates, Inc. P.O. Box 1201 Southampton, NY 11969-1201 RE: DOMELUCA II, LLC 14895 ROUTE 25, EAST MARION SCTM# 1000-23-1-2.10 Dear Mr. Walker: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, March 15, 2023: RESOLVED that the Southold Town Board of Trustees grants a One-Year Extension to Wetland Permit#9863, as issued on April 14, 2021. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincereiy, Glenn Goldsmith President, Board of Trustees GG:dd DATE(MM/DD/YYYY) ACC-)R" CERTIFICATE OF LIABILITY INSURANCE �• 3/10/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(i'es)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER O TACT NAIVE _Rebecca Le 'ItoWakt ...... .. ... Arthur J. Gallagher Risk Management Services, LLC PHONE 9 ° IFA-X -,_� -_87° 83-87 4 30 Century Hill DriveL Suite 200 tass Rebecc PK9y_ i ajg Com � Latham NY 12110 .. ....... INSURERLS AFFORDING COVERAGE _M91 . _,..._,.�.,, .... ..............,,,_..._..., ... INSURER A:Continental Insurance Company ..... _.................. wwwwww35289 INSURED INSURER B Travelers Pro a Casual Co of America 25674 Ron Gibbons Swimming Pools Inc INSURER ��� �mITITITIT 171 Bridge Road wsuRERc Columbia CasualtywCompany 31127 Islandia NY 11749wsURER9: INSURER E INSURER F COVERAGES CERTIFICATE NUMBER:1252020201 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. .-..._.m. .a --._.-_-.-_-..�-. ....... . LIMITS.,,, ..... ILTR ....�.-.,......_r �C}3�SUBR� ......... .....__ „�..�,. .......-POLICY EFF POL9C'X EXP TYPE OF INSURANCE POLICY NUMBER _..IAfIM/ D MWD. Y A X COMMERCIAL GENERAL LIABILITY Y 4034371327 1/1/2023 1/1/2024 EACH OCCURRENCE $1,000000 00,000 ... CLAIMS-MADE OCCUR 5,000 X Contractual Liab MED EXP(Any one person) PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATEmmm $2,000,000 POLICYLOC - -._...... �JECTPRO PRODUCTS OMP/OP AGG $ 2,000,000 Limited PollutionSee Below mmmm OTH;E;R A AUTOMOBILE LIABILITY 4034371344 1/1/2023 1/1/2024 COMBO'EeOSIN'LEL1MIT $1,000000 ..Ca��cmde¢ad7, .._..._.. X ANY AUTO BODILY INJURY(Per person) $ W OWNED SCHEDULEDBODILY INJURY .-..... .,_� .... I Y(PeracGdent $ AUTOS ONLY AUTOS -X NON-OWNEDHIRED AUTOS ONLY X_.. AUOS ONLY d .r�IdanAh�AGF .$ PROPERTY .... .... $ OCCUR ,000,000 A X UMBRELLALIAB X 4034371330 1/1/2023 111/2024 EACH OCCURRENCE $,mm10mm.... EXCESS LIAB CLAIMS-MADE AGGREGATE $10 000 000 DED X RETENTION$ $ ..mm WORKERS COMPENSATION PER OTH AND EMPLOYERS'LIABILITY STATUTE'°' YIN -.... ANYPROPRIETOR/PARTNER/EXECUTIVE F7 N/A _ DENT $ OFFICER/MEMBEREXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ CCI E.L EACH A ..... ......,..�....,_,,,-,.-... ......,,,,,,_, If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ B Lease/RentEQPT QT6606B281201TIL23 1/1/2023 1/1/2024 $150,000 A Installation/Stored Materials 4034371327 1/1/2023 1/1/2024 $25,000 C Professional Liab. 6075534790 1/1/2023 1/1/2024 $1M 0.1$2M A,, $10,000 SIR DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Professional Liability Coverage is Claims Made;Retroactive Date 12/11/2018 Limited.Pollution Liability Coverage-Worksites Endorsement: -Each Limited Pollution Incident Limit:1,000,000 -Limited Pollution Liability Aggregate Limit:$2,000,000 See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 - PO Box 1179 AUTHORIZED REPRESENTATIVE Southold, NY 11971 I ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD INTERTIDAL ZONING ANALYSIS .� s.�l��'� MARSH AREA o�J ✓j ".;+. j< TIDAL WETLAND BOUNDARY AS DELINEATED ,e n !Q <' //i' 1 'C BY EN-CONSULTANTS DULY 14, 2015 p n O�L�1 � G J•!� "J PENCE NOTES: RAINWATER RUN-OFF NOTE: i 1\?62 t/ FLOATING DOCK .+ 4 _ ---- ADDRESS/BOROUGH: 14895 MAIN ROAD POOL FENCING SHALL COMPLY WITH SECTION R326 OF THE 2020 NY5 RESIDENTIAL BUILDING RAINWATER RUN-OFF 15 COLLECTED BY THE POOL, (` MEAN HIGH WATER LINE. 181- y-• 'k� - ; CODE. POOL 6ATE5 5HALL 5WIN6 OUT AWAY FROM POOL. LATCH MECHANISM MU5T BE AT LEA5T DRAINS THROUGH AN OVERFLOW DEVICE AND 15 PIPED \ FIRM ZONE AE EL 8 �,.••'"'"N�! '' -- -- ---------- BLOCK/ LOT: 1000-23-1-2.10 3" BELOW THE TOP OF GATE AND THE GATE AND FENCE BARRIER 5HALL HAVE NO OPENING TO THE DRYWELL DIRECTLY ZONING DISTRICT: R80 RESIDENCE 6REATER THAN " WITHIN 0" OF THE RELEA5E MEGHANI5M ,0� \ •-�'' - - .�- -',°` ---- --- -------- - AA�� _ _ .---_ - '• �' ..'i`- � 141____ -_------- _ PROPERTY DESCRIPTION: ONE FAMILY RESIDENCE •" O = _:__ ---- - --__ - v D� . i:.'.'«1:`. :�: + a=�c� --------_= NUMBER OF STORIES GONSTRUGTION NOTE: �j 0 - Y° -'- EXISTING 1 STORY dj <� /' :_:.+ .3 + �� r:+'+°+`+�+`,* ♦+. , ♦ , , + + TYPE V-WOOD FRAME A TEMPORARY 4 FOOT HIGH CON5TRUGTION FENCE MU5T BE ERECTED -: sf`� i *" +~+�♦� + r H " ~ * + +-+ W a , + « �' CONSTRUCTION CLASS: DWELLING BARRIER NOTE: + r : + + + Zi Y , «t + «♦+♦.`#*'r , } a . # , H * . + -K ,�+-,� + * ,, C 2 OCCUPANCY: AROUND THE 517E PRIOPR TO THE 5TART OF CONSTRUCTION. '- . +may , „'} ♦"y L +..- � . s�♦* ,*♦`+` ,+, + '� + ' "� *+ * }: wfY` ry+i�*�*;st* % }-+*,++'4+y~~ ~♦♦i } + + •♦+#+*, RESIDENTIAL, R-1 ALL DOOR5 WITH DIRECT ACGE55 TO THE P00- THROUGH THAT WALL 5HALL BE EQUIPPED WITH '''�:*+~,* ' . ♦5,*+ ':i:. #� . + .� + + + + +,« :+'4« i :i ;' + } cz + - + }: ,+ + <+r'+', j - t: :. :::' LOT TYPE: INTERIOR LOT AN ALARM WHICH PRODUGE5 AN AUDIBLE WARNING WHEN THE DOOR AND IT5 5GREEN IF PRE5ENT ;/ + -* � + +;� • .'♦ ' -' ;, ..N. GIBBONS POOLS ARE OPENED. THE ALARM 5HALL 50UND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS ^ // /. +. ; ♦ ;, / ,, - )... .,;,r - - / // 4 �t:w++ / _ ;r.., L,r ,i p 24 j LOT AREA: 1 12,200 SQFT 2.57 ACRES 171 BRIDGE ROAD ISLANDIA,N.Y.11749 IMMEDIATELY AFTER THE DOOR 15 OPENED ANi7 BE CAPABLE OF BEING HEARD THROUGHOUT THE �...+ s:L ` :' ` W - i ^� / / / ° {~ + ' " ` ,,`-I " .4{ DESCRIPTION REQUIRED EXISTING PROPOSED COMPLIANCE TEL(631)851-3000 FAX(631)851-2107 HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. � ♦/ , _ ,y 1 f.f / + # a + i ?.: :'•t? c '`"'' F` I 25 2ND FLR. ;•r#~+ ♦' ♦* 7 1` S, ;� �_ ACCESSORY BUILDING REQUIREMENTS / 4 "R oNc. ++P♦� ♦+`r� +. FlR6! ZONE x t :;- z1.4 - PO " MIN.SETBACK FROM SIDE YARDS 25'-0" 21'-4" (POOL) 21'-4" (POOL) YES If 26 DWELLING BARRIER NOTE: ' I ' + , •\i *� ti°�? ---- fi"Nt} W a H zs. MIN.SETBACK FROM REAR 25'-0" 137' (POOL) 118- (UNDERGROUND VAULT) YES ALL DOORS WITH DIRECT ACGE55 TO THE POOL THROUGH THAT WALL 5HALL BE EQUIPPED WITH 100' WETLAND SETBACK FIRM ZC• ,•- -. - \\ \ ++i . + ,�} :-, y,�,• ;, �' 18'-0"0X6'-0" DEEP SELF GLO51N6 AND 5ELF LATGHIN6 DEVICES. 100' BLUFF SETBACK \\ \ , , ♦ # - I GENERAL NOTE5 +", DRYWELL FOR POOL t 6 GRA' t�+*+`++++Y 0' Wf N RF I :` ~}* •+*,� B , i I. THE DESIGN 15 BASED ON DRAINAGE SOIL WITH<IO� SILT. GROUND WATER 5HALL NOT EXIST WITHIN THE LIMITS OF PROPOSED 4'-0" SOD FACE REVETMENT WALL \,, \++, ; } ; ; W r y __ / __ J I EXCAVATION. IF GROUND WATER EX15T5 WITHIN 6'-0" BELOW GRADE, 5PEGIAL DEWATERIN6 FACILITIES WILL BE DRYWELL FOR BACKWASH ONLY c'o \-\ \ 4*+`a'.~« - A I ---_ DRYWELL CAPACITY 8D6PM PUMP X 5 MIN = 400 GAL +\+ + t « , Q 1� REQUIRED. } , } } }.. 1 . .�' , 2 , I REVISIONS PROPOSED 20'X82 POOL I _ I Or -- 2. NO 5URCHAROE ALLOWED WITHIN 4'-0" OF 5HALLOW END ANO 8'-0"OF DEEP END DATE DESCRIPTION 400 GAL X 4 WA5HE5 = I b00 GAL CAPACITY REQUIRED x \\ `, ;+«,;+♦+• 4 BpiTL t zs.a I 03 03-23 ISSUED FOR INITIAL REVIEW _ :. 3 l �, ___--_ L-- �, 3. THE PNEUMATICALLY APPLIED CONCRETE(GUNITEJ 5HALL BE A 1:4 MIX WITH A MAX OF 3 6ALLON5 OF WATER PER 111 I. ,*+` *♦`«' 'r 24------ BOLBS SACK OF CEMENT OPTIONAL 51ZE5: I , ++#« ♦«+♦ 2 I. 6'-O"0 X 10'DEEP - Ib00 6AL PROPOSED DEER FENCING AT FLAGGED WETLAND EDGE, I �,4*� �,%,« '�/ z /5 22 PROPOSED PATIO c 23 4. REINFORGIN6 5TEEL 5HALL BE INTERMEDIATE GRADE 60, BILLET 5TEEL WITH MINIMUM LAP5 OF 30 BAR DIAMETER. SILT FENCE AND HAY BALES TO BE MAINTAINED + ,, h., r,•;,;.,. �-`- 2. 8'-0"� X 5'-6" DEEP = 1,742 GAL I I I. ~' ' ? + * * PROPOSED POOL -22- DURING BLUFF RESTORATION AND 9 I I #' ,;*«`, =".r I I E-- 5. POOL WATER BY OWNER FILL SPOUT. POOL TO BE KEPT FULL DURIN6 FREEZIN6 WEATHER. PUMP CAPACITY TO BE 2. 10'-ONP X 3'-6" DEEP = 1,7g5 6AL ESTABLISHMENT, TYP. I I I I '-�`',' ~ .� + *r. +♦++i I I s';- EQUIPMENT LOCATED IN rl,•I ++++ .+++♦ \ _ BASEMENT OF DWELLING SUFFICIENT TO EMPTY POOL IN 24 HOURS. I 'I'I 4 h + ♦ + \ s FOR LOCAL XRI5DIGTION5 REQUIRfN6 FULL CAPACITY OF PROPOSED DEER FENCING AT } }: �P�� I 6. FILL SPOUT TO BE J" 6005ENECK WITH AN AIR GAP BETWEEN SPOUT AND POOL. TOP OF BLUFF BUFFER ZONE, TYP. 4 .♦ + + TIME M MINOPERI POOL 70 BE DRAINED TO R A00I LS WITHIN A FIXED �- 5 � ;~; , " -- - - 7. TH15 15 TO CERTIFY THAT THE CON5TRUGTION OF THE SWIMMING POOL ON THE 5UBJEGT PREM15E5 WILL NOT REQUIRE TIME PERIOD, SEE GALGULA710N5 FOR ADDITMGNAL DRYWELLS rh N � i ;, , , r,' .+:.+ ,,`��'" I :'"` + • ANY 5PEGIAL DRAINAGE IN5TALLATION. NON DISTURBANCE BUFFER ZONE, TYP. 1I0' UFE`� _... I rt DWELLING UNDER a I t r r l`,~ AGK , ': /' I !SEPARATE APPLICATION 8. THE POOL WILL BE CON5TRUGTED OF PNEUMATICALLY APPLIED, 5TEEL REINFORCED CONCRETE AND THE POOL I .~,*+'r,*} ♦ y EXISITNG CONTOURS `\ 4 ieyy - --- Y . III }«}+ #} } WATER 15 DESIGNED TO BE CONTINUOUSLY CIRCULATED THROUGH THE FILTER AND DRAINED FROM YEAR TO YEAR ' I I* * '` :;., ;.;` I co ' ' THE DRAINAGE FROM THE FILTER WILL NOT INTERFERE WITH THE PUBLIC WATER 5UPPLY, THE EXISTING 5ANITAR t «I`♦`+ +*+ ♦ ------ ------- PROPOSED CONTOURS,cz 5TRUGTURE5, NEIGHBORING PROPERTIES, OR PUBLIC HIGHWAY5. t ��+* +4�p!.K SHED � .. I-lrJ_-._------- _ • •_ - - _ ___12 -• - --I q. POOL CONSTRUCTION 5HALL CONFORM WITH ALL 5TATE AND LOCAL BUILDIN6 CODES 200 15P50 (INTERNATIONAL ` '+` `+*; ' I SWIMMING POOL AND 5PA CODE), 4 THE 2020 NY5 RE5I0ENTIAL BUILDING CODE CIDo ' \. `�, +� t;+F-._ - `' i 1 10. 5WIMMIN6 POOL ENTRAPMENT PROTECTION 5HALL CONFORM WITH ALL 5TATE AND LOCAL BUILDING CODE 5, 2015 FRM' '; 'o p .. a + « 12.2 \`., ; r.. ><,' i � \`` 15P5G (INTERNATIONAL SWIMMING POOL AND 5PA CODE), THE 2015 IRG $ THE 2017 NY5 5UPPLEMENT. SI1EU \ col> \ i \ , ♦ _♦ + 1 .1' d� HEATER f +*+*4 #*+ ... W-- DRY ----- C \ x / : n \ : n a I-A \\` �1♦ ♦ ♦ + ,.! ,1 „- N .. O,�--. SANITARY o/R l •�.� \\\ �- I WASTE ENERGY CODE COMPLIANCE 2-O 3-O �' �. + ♦ +r 3 r F G,� �-..,' \ PROVIDE 6A5 FIRED POOL/5PA HEATER `±*,*} +`♦`+ r. EMOLISHED 'S SS\ .-� \\ o \\ h`+ ~+*}` o,\ \\ TO CONFORM TO THE NY5 2020 ECCC f •a«}+ '+~++, ° FART LF� I ~`` \\ FILTER " O GSA„ r , + + + + ♦ LAPSED / �_ \ 14 S \ / ♦ a + + ♦ ♦ + F !d. SHED. PROP. DEER FE •" \ \, ++,� ~+ `+`+*,*+ l ', 4 Q +*r~ +}+s+ ALONG BUFFCR BOUND„ ,�" ^� DRYI^�11 NOTES: -e \\\# ♦1 :+i+'+� -♦ +4 }~# x~«`♦*#`# /' �\ / / \ `-M_ PUMP HAIR I LINT TRAP + , « + . + « /' 30' WIDE NON- \ + +�•++•+4 :]+�}}` }**� `a�#\ /' BUFFER I. GONGRI=TE MINSTREP<6TH: ',� � O �� `'C' ' �``� 4OrJ0 P51 AT 28 DAYS +`+`♦ +~♦`. « « :.. + } , HATER LINE �j�W-OR DENT #4 + , , + ♦ , a ♦ ♦ + + # + + + U' 2. IaLrIV L/tSV4f'tLi\i: �^T `�----_ , + # 4 4 + 4 # 4 ♦ + ♦ # + 4 \ (� -�•� / RB3AR/A5TM A615 \ # + « + } « + , # } , + ♦ + + , # + + •mil \ • ♦ } -.F..}_}.._rT-»-+�..i, a } , + + ♦ + 6 +' \ / / �, 3. AIR ENTRAINMENT: 5% \ + +�F + ♦ + ♦ 4,+ . , +. . . «`}*,�+*+++ } \ / �v /' / WELL\\ Y� �" \ 4 1, ♦ ♦ . K.. ♦ + + 4 + + ♦ +� . + « } 4 4. 5lD1=WA11 AREA=351 7 �- 5. LOAD RATING: H2O ��u t rtJ ���] AT FLAGGED EDGE OF\ € • + « a « ♦ # + + + ♦ + «+ •+ ♦ . + f J PROP. DEER FENCE', # + # + . + } .' } ♦ # ♦ ♦ /, /' \ WE7LANDS� ` # # + # / ~*+*+*♦*,`/+ + +a ---- 5KIMMER b. tNE16FIT=4,400LB5 PER ♦� �c + cs ' + +_♦+ ♦ , + SECTION l ` \\\ ��+ F4*++++++��+++�*��+� / \\\ ol 2" RETURN TO INLET --- SIDE WALL 4 4 + K + ♦ + TOP VIEW TIDAL WETLAND BOUNDARY AS DELINEATED #e\ # + ♦�+'.\ G'O�� FIRll1 Zo.N ' x-\� MAIN GRADE BY EN--CONSULTANTS JULY 14, 2015 /' +`+. ._._ DRAIN CONCRETE COVER - ��\ _ w #�`\ _ -d Iv -� 1JpIUARY O >vE--� L + I TIC IN - I/1/,' z " TIDAL WET BOUNDARY Y AS DELINEATED SCALE = N.T.S. r 1,a EN-CONSULTANTS DEC. 5, 2013 - - �Z. O• FEEL e'7 '~f ES FULL CHILD SAFETY GATE MA6NA LATCH SERI 3 VERTICAL f'U �• S I OMTED ABOVE 54"FROM .GRADE 2'X 2"ALUMINUM P05TS 14 6UA6E W/ALUMIiR1M FLAT GAP SPACING 80" '��••. �� 0'' ;;: OR A5 PER PLAN S o1 ,3 „�� i{ 4- MON. ® ® ® ® ® ® ® ® 7 - -'MIN 8"� - 6 Y _ � 2 I/4"X t"FLAT BAR SANDWICHED WITH PICKETS I BETWEEN �'�"�•...�� ���` �� "•.-:.•, �\ •-•.:.,,•`` I APPROVED J 1N I _ 1/2"X I/2"ALUMINUM PICKETS 3 3/4,O.G.5PAGIt� .,., E" 4 �``•a 4 0„ � �. CLA55 2400 " rn i p �� u.P. 1 PIPE < \� N�` G 1�I� - : i I � O. J ® ® ® ® ® ® ® ® z Zg�, MEAN HIGH WATER LINE i - - �I'e!^✓ ucr,P U.P. INTERTIDAL MON. MARSH AREA PACK FILL � ��--�-- EDARS MATERIAL TO BE ® ® ® A ���°� GLEAN SAND AND \Fqo � . ... , . ,.. . MAX 1d, GRAVEL ® ® ® ® ® ® ® ® :..... CONCRETE FOOTIPIG 8"VIA.MIN.3 U"[I?�fRl \\ RIGHT -- -- - - - NOTE �►. F N/F 5/B6RADE MIN. COLL R - G .;....::...._ D ...... .:.:� DOMEL C `\ U. � I:-; LAND .. . NBff 3 �`o'. LL -:..: it C - BOTTOM RAIL TO THE TOP OF THE NEXT HIGHEST `3 \\� \ A It _ : ' - ^ IY -�- -- -- - _ 0 _ - ---- - RAIL. 83 33 ^ \\ \ LE DIMENSION 15 MEASURED FROM THE TOP OF : c) !2fti ' FENGfN6 NOTES: � ^ AS SHOWN ON TI AL 4 \. O 'zl I. POOL FENCIN6 SHALL MEET OR EXCEED ALL STATE,TOWN AND OR VILLAGE CODES FOR POOL ENCL05URE5 , p� p �5 �J O WETLANDS MAP#724556 / �- ------- ;---- - z ! 2. ALL POOL 6ATE5 SHALL BE 5ELF GL051 NG s SELF LATGHIN6 �`3 0 ..; ,5 "E - \ _2 g 9 g.0 0 1. - -- - - - - ATE5 SHALL HAVE A RELEASE MECHANISM AT A MfNII.1UM OF 54"FROM THE BOTTOM OF THE GATE TO Z� �'J 59�06 U.P, R O� DRAWING NAME: _,,�� -- O rn I 3 THE I ANISM �p �1 ���,�,,"..:." 6_ PgALf�T\ 1 L -- --- --- - - -- - r i 4. POOL FENCE 5HALL r3/LLY SURROUND POOL WITH NO BREAKS.HOUSE 51fALL BE USED A5 A BARRIER ONLY IF - ----- U.P. R \ POOL SITE PLAN -- -�.---_ T _ - . HOUSE DOORS ARE 5ELF GL05IN6 AND LATGHIN6 OR AUDIBLE ALARM COMPLYING WITH NY5 CODE 15 INSTALLED. ,+,�i _ "'"�� `�' s�3o ' fj"yV --- I -- 5 rn 5. ALL METAL TO BE DEOREA5ED,PH05PHATIZED WITH RV5T RETARDANT UNDERCOAT AND DIP COATED WITH TWO n� i 5 0,O O 1 GRADE FIAT BLACK ENAMEL. / 2 p GOATS OF INDUSTRIAL T S,R. o r 6. FENCE POSTS SHALL 13E 2"x 2"x 92',BLACK ENAt-EL COATED ALUMN - - DIRT PROJECT I V O R 7. FURNI5H AND INSTALL LOCKABLE 5WIN6 6ATE(5)AND ALL NE-CE55ARY HARDWARE AND STIFFENERS REQUIRED BOAT 2 3 TH FORK FOR A COMPLETE ALUM GATE INSTALLATION.(SINGLE GATE SHOWNJ -- RAMP. „r,. 1��65 -- -- -- - - - - 210 3g �, MIA INTERTIDAL RESIDENCE -- --- =----- ---- - -- -- ----- MARSH AREA - Pyf P-1 cok ADDRESS: 14895 MAIN ROAD FENCE NOTE5: TOWN: EAST MARION �15 �E of p F`IEti' POOL FENGIN6 5HALL COMPLY WITH 5ECTION A6105 OF THE 2QI5 INTERNATIONAL RE5IDENTIAL CODE AND THE STATE: NEW YORK L ESTATE E T 2017 NEW YORK 5TATE 5UPPLEMENTAL BUILDING CODE. POOL 6ATE5 5HALL 5WIN6 0U7 RO POOL. POSTAL CODE: 11939 LATCH MECHANISM MUST BE AT LEA5T 3"BELOW THE TOP OF 6ATE AND THE GATE AND FENCE BARRIER 5HALL NCTM#: 1000-23-1-2.10 HAVE NO OPENING 6REATER THAN�" WITHIN 16' OF THE RELEA5E MECHANISM ID NUM: -- SCALE 1 /2 =1 -0 SCALE: 1 /4 =1 -0 22 .•,,,..J SEAL&SIGNATURE:T- »F co M 5 So 29'4 ENTRAPMENT PROTECTION FOR 5WMMMIN6 POOL AND 5PA 5UGTION OUTLET5 � ��'�' MEAN HIGH WATER LINE .�� A6106J GENERAL 500TION OUTLET5 5HALL BE DE516NED TO PRODUCE CIRCULATION THROUGHOUT THE POOL OR 5PA. .t ,}. �� 1 _ 0'�`� 51NOLE OUTLET 5Y5TEM5 5UGH A5 AUTOMATIC VACUUM GLEANER 5Y5TEM5 OR OTHER 5UGH MUTABLE SUCTION OUTLET5 T i►�'+� '�� WHETHER 150LATEP BY VALVE5 OR OTHERW15E 5HALL BE PROTECTED AGAIN5T U5ER ENTRAPMENT. r; A6106.2 5UGTION FITTINGS - ALL POOL AND 5PA SUCTION OUTLET5 5HALL BE PROVIDED WITH A COVER THAT 03760 CONFORMS WITH AN5I/A5ME A112.Igh OR A 12"XI2"DRAIN OR LARGER, OR AN APPROVED CHANNEL DRAIN 5Y5TEM. op �'F. �Q 1�6 EXCEPTION: SURFACE SKIMMER NON INTERTIDAL ® A6I06.3 ATM05PHERIC VACUUM RELIEF 5nTEM REQUIRED. ALL POOL AND 5PA 51NGLE OR MUTABLE OUTLET / E MARSH AREA CIRCULATION 5Y5TEM5 5HALL BE EQUIPPED WITH ATM05PHERIC VACUUM RELIEF ORATE COVER5. SUCH VACUUM RELIE PROJECT NUMBER: 2022-046 r N63o5 1 '02" �' ' 25) 5Y5TEM5 INCLUDE AT ALEA5T ONE APPROVED OR ENGINEERED METHOD OF THE TYPE 5PEGIFIE0 HERIN A5 FOLLOW5: INITIATED DATE: 01/23/23 ' 103.10 \ � S R• I. SAFETY VACUUM RELEASED SYSTEM CONFORMING TO ASME A112.q, 17 OR DRAWN BY: SBA 2. AN APPROVED GRAVITY DRAINAGE 5nTEM ANT A6106.4 DUAL DRAIN SEPARATION. 51N6LE OR MULTIPLE PUMP CIRCULATION 5Y5TEM5 5HALL BE PROVIDED WITH A CHECKED NUBY: RG a 0'�OyoF P POEM 0 25 50 100 MINIMUM OF TWO (2) 500TION OUTLET5 OF APPROVED TYPE A MINIMUM HORIZONTAL OR VERTICAL DI5TANGE OF THREE DRAWING NUMBER: I ,� o i .p 5 Ea�� (3) FEET 5HALL 5EPARATE 5UGH OUTLET5. THESE 5UGTION OUTLETS 5HALL BE PIPED 5o THAT THE WATER 15 DRAINED 1 LAN OF ^�� cQ0 S� 1" = 50'-a" THROUGH THEM 51MULTANEouSLY THROUGH A VACUUM RELIEF PROTECTED LINE TO THE PUMP OR PUMPS. PL-1 00.00 5GALE = 1"=5O'-O" BROWN, HUL_SE, KAI_IN & OUINTANA �� PAGE: POOL BEAM 0 0 4'-O"H16H POOL BARRIER \ I , ,.�,; ::::..;.yam ANTIVORTEX 7-3/4 raALL REVETMENT WHITE 542016 PROP05ED CONTOUR LINES MECHANIS _.................... v ELEVATION i 2 Y MINIMUM — _- ----- ` \� , —loo'BLUFF 5ETBAGK � �•-d � �. (;�! ,'' WATER \ r %r WALL FITTING LEVEL !....... INLET d 4 ` _< ...... GIBBONS POOLS �� a 171 BRIDGE ROAD ISLANDIA,N.Y.11749 L. IN RIF F' TEL( ) 51 3000 FAX ) 51 2107 USE HYDROSTAT L 631 8 - X(631 8 t` OR PLUG 2" PORT 4 ° �+ _ 2 1/2" rZr, Ci d Q , A \ I \ i 4 Q -�—FILL WATER ` l,� � `� i MDX ASSEMBLY . • 4 -y, I 005-202-2200-01 d 4• �..- ►- D� �i _ -__. , DETAIL -- ------------------------------------ --------------------- ------------- -------- I . ° ` , I T I L I REVISIONS 1 //r y f ✓` %//V I J — IP I— — DATE DESC TON o - � SCALE N.T.S.N T S SCALE N.T.S.N� ,... .., :.. LETS o `'• .v' 1 I 03-03 23 ISSUED FOR INITIAL REVIEW C 1 � I i 1 1 is < of „ 1 a 114 OR GREAT?=R :t.. / POLYURETHANE SEALANT -- „ PROP05ED 20 x&2 ,,, I I P TONE k4n BACKER y. I I .f'' AVIN6 S 2 POOL COPINGP IN6R01�POOL c,. ,p I a I 8 I :�.:-;,< ..,. 2 I/4 MORTAR 5ETTIN6 I '' s: „i, ,,,/,,,.,, }�'f�F-''ems/ '�G II MORTAR SETTING DEPENDING ON SIZE OF PAPER %, d / . , , I MIRADRAIN 9400 PREFORMED BITUMINOUS 8 a d - I I I PRAINA6E MAT r -- � ',FA JOINT TYPE EXP I i , ,r FILLER ' - a.' 5 THICK POURED CONCRETE I - ------------------- -- ----- 8 - -......._......_...._...._......._............................................._............................... ; GO d Q. 1 ...... I 1 " a ¢ a "CERAMIC TILE H/ " ~• ` LADDER ;%r r' ';' �' REINFORCED WI H 6 X6 SETTING i H1AMI.4 WWM BEP c, ,1 a ° MARBLE DUST GODS COMPLIANT 4'-0' O COPE GOMt'LIANT 4'-0" ....... 6LA55 BARRIER - BARRIER-. �..._, GOPI ° d ' a 2 TILE REFER TO HIDDEN d I �� CUSTOM BEAM AND N6, t 5ELF LATCHING SELF 5ELF LATCHING SELF i \\ 1 AUTOGOVER PETAIL 4 a CLo51N6 GATE CL05M GATE AND MORTAR COMPLYIN6 WITH COMPLYING WITH ° ° 210 1 r� I R3265.3(6) R3265.3(8) -----� I 2 4� I PROPOSED POOL EOIAPMENT HITHIN DWELLING BA5EMENT I / I SKIMMER Buo"W I L I J I L I I SCALE = N.T.S. SCALE = N.T.S. I ' FORTIFIED MORTAR BED LATICRETE 3701 j I o 10 BEAM[- - 0 ____�_� 5 i 1 2 #4 RE-BARS. I CONTINUOUS BOND 2" X COPING BEAM ALL AROUND. �I _ o ' " --I ' d . #4 STEEL RE-BAR SCHEDULE -3/8' P TRACK CHANNEL I FINISHMARB DUST COVER POOLS AUTOCOVER AND TRIM FINISH DEPTH: < 5'-0" > 5'-0" , ' .�• TRACK #030205 ___ ------ --- ---- -------------- i -------- - --- HORIZ. 12" O.C. 12" D.C. o _ - CHANNEL � I I TRACK 30111 12" O.C. 6" O.C. � #0 , ���' '• 1 �'-- �__ --- - _____ __ ------- I VERTICAL BOTTOM 12" O.C. 12" O.C. TRACK CHANNEL TRIM ( - z!1 # 30077 EACH WAY EACH WAY � Q 0 3" TOB 7 , TO WATER -\ f D S LAG BOLT THROUGH TRIM AND 4 DEPTH VARIES . LAN TRACK INTO CONCRETE _ _/ ; r I -- --- ---- ANCHOR NCHOR COVE RADIUS LATICRETE24 RAPID o • Q r i { ; ; ,,,• / ,li.... �/ � dQ 6" MIN. THINSET _ - � WATER LINE 24" MAX. TILE FINISH MATERIAL GUNITE BEAM , #4 RE-BAR. a a. a SEE SCHEDULE —`�— a 0' 5' 10' 20' ITEPLAN NOTE: 1) LATICRETE HYDRO BAN WATERPROOFING MUST BE APPLIED TO ALL ROUGH 1 1" - 1 O'-O" ` GUNITE SURFACES IN 2 COATS PRIOR TO MORTAR OR THINSET FOR BUILD-OUT. DRAWING NAME: 56ALF : 1" = 10'-0" 2) SILICONE BEAD MUST BE LAID BETWEEN COPING, AUTOCOVER TRACK, AND BEAM. POOL SITE PLAN I VDETAIL SCALE = N.T.S. SCALE = N.T.S. PROJECT NAME: COVER POOLS VANISHING LID BRACKET NORTH FORK PARTS NO.8" RESIDENCE COPING STONE LIDS #170119, 18" BRKT TOP WITH 1-1/2" #170113, BRKT BACK PLATE OVERHANG #080342, 3/8-16 X 3-3/4" BOLT #080061, NUT 3/8-16 ADDRESS: 14895 MAIN ROAD LEADING EDGE #080338, BOLT 3/8-16 X 3/4" HHCS SS TOWN: EAST MARION *SIZE* #080336, ANTI-SKID TAPE STATE: NEW YORK 2" ANGLE IRON POSTAL CODE: 11939 1/2" X 7" COARSE NCTM#: 1000-23-1-2.10 THREAD SS HEX BOLT WITH ID NUM: 2 WASHERS AND NUT (TYP.) N , SEAL&SIG�T.URE­-:a ° `cO,� ,C, t �; w STEEL REBAR ® -- - 8,' cu -...........I d .' DRAIN PIPE TO (n _ I- d _ - - - ( .::..._ - a 1 2" 4 PVC O � .:; I DRYWELL WITH 1/2" HOLES DRILLED �`�7611 O EVERY 8" N 00 - a OF N EN --.._._... -I d " _ d d I PROJECT NUMBER: 2022-046 I Q ' e l I I I ! INITIATED DATE: 01/23/23 e ROCK UP BRICK d DRAWN BY: SBA CHECKED BY: RG DRAWING NUMBER: ILI 9 PL-100.00 5CALE : 1/4" = 1'-0" SCALE = N.T.S. PAGE: