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Home My WebLink About50182-Z 6~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ° SOUTHOLD, NY � Jaz 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 #: 50182Date: 1/4/2024 Permission is hereby granted to: Luckyfront LLCw 333 Central Park W Apt 106IT m ITITITITITIT New York NY 10025 To: Construct an accessory in-ground swimming pool with spa combination to an existing single-family dwelling as per DEC non jurisdiction and SPDES approvals. At premises located at: 38015 Route 25, Orient SCTM #473889 Sec/Block/Lot# 15.-2-15.8 Pursuant to application dated 11/15/2023 and approved by the Building Inspector. To expire on 7/5/2025. ITITIT Fees: SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00 CO- SWIMMING POOL $100.00 Total: $400.00 ............w......... ... � .. ....... Building Inspector a w CA TOWN OF SOUTHOL D—BUILDING DEPARTMENT ' Town Hall Annex 54375 Main load.P. O. Box 1179 SOL thold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 1 �� o �� oltka, m� Date Received BUILDINGAPPLICATION FOR I For Office Use Only � Building Inspectt�r. � PERMIT N0. _.. �..... �. Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: November 13, 2023 OWNER(S)OF PROPERTY: Name:Lucky Front LLC SCTM # 100pi5z-02- & 1000-15-02-15.8 Project Address:38015 Main Road Orient, NY 11957 Phone#: 646-734-3579 :��Eil:Chad@gallant.cc Mailing Address: PO Box 613 Orient, NY 11957 CONTACT PERSON: Name: Sean Forestal Mailing Address: 508 Main Road Unit 3 Riverhead, NY 11901 Phone#:631-808-3323 Email::in�fo@artisancai-com DESIGN PROFESSIONAL INFORMATION: Name:Jonathan Schloss Architect Mailing Address:277 Broadway 13th Floor New York, NY 10007 Phone#:212-213-5546 Email:jschloss@jonathanschloss.com CONTRACTOR INFORMATION: Name:Artisan Construction Associates, Inc. Mailing Address; 508 Main Road Unit 3 Riverhead, NY 11901 Phone #:631-808-3323 Email: info@artisancai.com DESCRIPTION OF PROPOSED CONSTRUCTION ]New Structure ❑Addition ❑Alteration Repair ,Demolition Estimated Cost of Project:. $9,000,000.00 ❑Other Will the Will excess fill be removed from premises? *Yes ❑No lot be re-graded? Yes EJ 1 PROPERTY INFORMATION rij�ng use of property:Residence Intended use of property:Residence or use district in which premises is situated: Are there any covenants and restrictions with respect to thisproperty? ❑Yes No IF YES, PROVIDE A COPY. r ck of the Town CoCp't P � 4'tI l" eaL)In) ` The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by de APPLICATION 15 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 Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Sean Forestal *Authorized Agent ❑Owner Signature of Applicant: Date: November 13, 2023 STATE OF NEW YORK) SS: COUNTY OF Sean Forestal/Artisan Construction Associates, Inc. being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the Contractor (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 13 November 28 day of 20 a ry PUbIIC r PROPER m f Y W N III;;;;R A1,U'T 11� I � � �� IV" � i �,�M (Where the applicant is not the owner)_ in I v tit ,• , Jonathan Chad Gallant .�� g' I, 333 Central Park West Apt 10 �r '`�li 414' residingat +�r,,,�� New York, NY 10025 do hereby authorize Sean Forestal/Artisan Construction Associates, Inc. to apply on my behAt� e Town of Southold Building Department for approval as described herein. 11/13/23 Owner's Signature Date Jonathan Chad Gallant Print Owner's Name 2 Building Department AVVIication AUTHORIZATION (Where the Applicant is not the Owner) 1, W Luck. t�-C ),- aX � I, 06?-e� residing at ..__ .... ........... ...... w.. .. _ (Print property owner's name) (Mailing Address) do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. r (Owner's Signature) (Date) _.�._�..�� ..._ ((Print Owner's 6...._m..........� ITITITIT�mmer's Name) � i 47 G� Scot SUPE� rr�# l��l[A\,NX G 1EM]EIS 1F SOUTHOLD TOWN Qt}Il :' 1 Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT R VERRAL FORM APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) I, APPLICANT; (Property Owner, Design Professional, Agent, Contractor, Other) ATES, INC: Date: 11/13/23 NAME ARTISAN CONSTRUCTION ASSOCImmm Cat�rggCau e� Contact Information: @ _ - INFO ARTISANCAI.0 W-Mail&I eleryhmie Numhed 631-808-3323 EXT 1102 Pro erty Address / Location of ColZstruction Site: - 38015 MAIN ROAD S.C.T.M. #: 1000 District ORIENT, NY 11957 15 02 7 & 8 ..... _._�_. ..� �._.. Section Block.- _ Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT ' Area of Disturbance is less than I Acre No S.P.D.E.S. P' rnm Re.uired l Project does Not Discharge to Waters of the State. No S.P.D. ,.S. Pemit as Require 1 - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York., THE APPLICANT MUST OBTAIN a ST.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C.. Prior to Issuance of a Building Permit. Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of Nevv York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town EnOneeiq Deg Lament Prior to Issuance of a Building Permit, F � D . . 3 Rei ieUed By: ek - " Date r=nR Nn # qM(-P Tn¢ nrrnl,ar 90 1 q NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water, Bureau of Water Permits 625 Broadway, Albany, New York 12233-3505 P: (518)402-8111 F: (518)402-9029 www.dec.ny.gov 12/19/2023 Chad Gallant Chad Gallant 38015 Main Road Orient, New York 11957 RE: ACKNOWLEDGMENT of NOTICE OF INTENT for Coverage Under SPDES General Permit for Storm Water Discharges from CONSTRUCTION ACTIVITY— General Permit No. GP-0-20-001 Dear Prospective Permittee: This is to acknowledge that the New York. State Department of Environmental Conservation (Department) has received a complete Notice of Intent (NOI) for coverage under General Permit No. GP-0-20-001 for the construction activities located at: Gallant Residence 38015 Main Road Southl, NY 11971 County: SUFFOLK Pursuant to Environmental Conservation Law (ECL) Article 17, Titles 7 and 8, and ECL Article 70, coverage under GP-0-20-001 for the above construction site is effective five (5) business days from 12/11/2023, which is the date the Department received your complete eNO1. The permit identification number for this site is: NYR11 M069. Be sure to include this permit identification number on any forms or correspondence you send the Department. When coverage under GP-0-20-001 is no longer needed, you must submit a Notice of Termination to the Department. Additionally, authorization to discharge under GP-0-20-001 is conditioned upon compliance with Part II.C. of GP-0-20-001, specifically the following: 1. A final Storm Water Pollution Prevention Plan has been prepared; 2. When applicable, project review pursuant to the State Environmental Quality Review Act (SEQRA) has been satisfied; 3. Where required, all necessary Department permits subject to the Uniform Procedures Act (UPA) (see 6 NYCRR Part 621), or the equivalent from another New York State agency, have been obtained, unless otherwise notified by the Department pursuant to 6 NYCRR 621.3(a)(4). NEW1fYORK Do 31 rn �ltt)f aawwswxumarrr r�v3ronrnert'tal conservation If other UPA permits, or the equivalent, are required, you must submit a preliminary SWPPP to the appropriate Permit Administrator at the Regional Office listed in Appendix F to GP-0-20-001. The preliminary SWPPP must be submitted at the time that the applications for all other UPA permits, or the equivalent, are submitted to the Department. Note: Construction cannot commence until all of the above have been satisfied. Please be advised that there is an annual regulatory fee of$110, which is billed by the Department in the late fall. The regulatory fee covers a period of one calendar year. In addition, since September 1, 2004, construction stormwater permittees have been assessed an initial authorization fee which is now $110 per acre of land disturbed and $675 per acre of future impervious area. The initial authorization fee covers the duration of the authorized disturbance. Should you have any questions regarding any aspect of the requirements specified in GP-0-20-001, please contact me at (518) 402-8114. Sincerely, David Gasper Environmental Engineer cc: RWE - 1 SWPPP Preparer DEA Engineering Adams, Douglas PO Box 14 Setauket, NEW YORK 11733 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 www.dec.ny.gov LETTER.OF NO JURISDIC'~TICIIN FRESH WTER WETLANDS ACT TIDAL UUETLANd'S ACT Luckyfront LLC August 8, 2023 Jonathan C. Gallant& Barbara Lynn Becker 333 Central Park West Apt. 6 New York NY 10025 Re: Application #1-4738-03039/00004 Luckyfront LLC Property—38015 Route 25 Orient SCTM# 1000-15-2-15.8 Dear Applicant: Based on the information you submitted, the Department of Environmental Conservation (DEC) has determined that the proposed work to remove and replace a. dwelling, construct a swimming pool and related'other activities is more than 100 feet from DEC regulated freshwater wetlands as per the survey prepared by Young Associates, last revised on 07/28/2023 and site plans by Jonathan Schloss, last revised 08/01/2023. Therefore, no permit is required for this project pursuant to the Freshwater Wetlands Act(Article 24) and its' implementing regulations (6NYCRR Part 663). In addition, the proposed work is landward of the topographic crest of a bluff, in excess of 10 feet in elevation, as shown on the above-mentioned survey and plans. Therefore, the property landward of the topographic crest of bluff is beyond Tidal Wetlands Act (Article 25)jurisdiction and no permit is required for work landward of this elevation. Be advised„ all construction„ clearing, and/or ground disturbance must remain beyond jurisdictional boundaries. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 24 and/or Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. —f-INYotc' DprCell,rat t�f ^SYM X2QY �abw Emvlrttrtttn+etif�l - conservation Page 1 of 2 Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin A. Kispert Permit Administrator cc: En-Consultants BoEH BMHP File Page 2 of 2 N� LO 92 tAG TIE LINE ALONG APPROXIMATE MEAN HIGH WATER MARK yip JWIF FENCE z O NN Q , l BRUSH m v O CID FEN ON R AY YnPwd=oac,u: �r �,� 19 .4' .mwr b re8 µ PROJECT LIM171PoG ' CONS'YRUCTIONFENCE: w' �oL�� pC C LIMIT OF DIS PURBANCE N8 J FEN A 100 00' .07W -- CD w Z ''AVING 6L'�d N0'ODS p' 'I. r* l7 PROPOSED .. �"Y PCM 'CLOSED LOOP':7 0 C w ^MOPP GEOTHERMAL. .. 's. 4EMVrTM:EXA' "'". __ PROY'OSED 2STORY I' WELLS PUMP r� FRAME PORCH - <45 GPM .' NOUSE�2ND',LEVEL y ) 0 DEMO EXT "" ^ -�+..p,,. CANTILEVER FRAME 010,JJ;E irE�..«..,.,.._.........�., n ,I AI 8,'AVI I A`II Y I f P01 l n �.y r,,,,rv'w '. REMOVE E�XI TnEF, EXT HG7 TUB LIPA EASEMENT PROPOrTWEBO OSED aCa Er M trnm 'u D HOUSE ¢j \,n I+ EXT WELL _ GY �.. LA bs! I:..pdt Ivrr.'r 139,S' A „.,. DE EXT.FRAME �„J..»� OAA GE! n � EXT FRAAff' i ,II IAV V I Vvf.PC18M C OF GRAVELO POOL WRAF, .r GRAVEL DRIVEWAY V E JµP1 Ia41W EXT.P06 HOUSE " �laM EXT ARBORCD E r J V B _ 4 h K1 y A l a+ 3. co La � �� Lit 1 N65®35"1s^E h ILuckyfront"LLC"" 0.04' L C 6'MNO,1E000 X15 2-1 5E8� PROPOSED DRIV" A`f ww. �w n "mnyw rr r.^"""."r"" G .15-2-15.7 G+ COIVNECT TO cMISTkNV(P� 141 � YI DRIVEWAY ON ADJACEN-r - 15-'2 1'5'7 PARCEL ,..r Jnr mmnwu mww."M J c V '�1 D iii, (. 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'�. .�",.� :'��.4.: ,:.�,i�:.I ., I ., -, , �,;'" .�.� . , � — �:' EL: 28 - 3 A.S.L SPA COPING O G , ,. r .. , , .n .,. ., , ,., , , ., .. ,: , < .. , ..... ^ n w . •�'. .:, �� . . , 1�`.'�: . , , t ., .:',,��'.,�'.��`, ...I I I . . .�::: ' ':%.: I / /-,%\'I. :::, EXTENT OF REQ'D "CLEAR k DIVING ENVELOPE" ' ::;: EL: 27-9 A.S.L. % -9 A.S.L. SPA W ATERLI POOL WATERLIN NE E I I START OF 8'-6" - , .: l - I <.:''. " .,:.,..t...,. ,�.,,,��:,;,.,....,. :��):, :.,::�,.,:.::-"�,�:,� ' ... �.. .":%% i 1 : . WA E T R DEPTH- - �':; ":, LEVEL 211 I - -- . I .1 I ... ., I.. .. .:"... '�.. " — — \ L100 , -- — +. � �:� , � - , � .",, ":� ., " !!:.,�`.' q'''.. ,11 0 1 . r�� I, STAIR DO N I, 1 '): A k I I:1'' � u �t BEN H C BELOW (�jl� f I COPINGTO MIN. SLOPE DOWN SLOPED 16 o COPING `' DWN SLOPE DOWN -, COPING 7:1 ,I TO COPING :: @ @ 3.1 ":,; 3'-3" WATER�.,. I. A SWIMMING POOL, THERAPY SPA AND DEPTH s -6 WATER WATER FEATURE DESIGN 5 0 WATE 1 : 'I ,� R 3 -9 WATER --\ DEPTH BREAK DEPTH `�',`•','.. : ';`;]�.:.;,.� CONSULTANTS 3'-9" WATER DEPTH BREAK Al.. „ I / * - DEPTH 10 6 COPING TO 28 GOODFRIEND DRIVE EP H I I I. COPING I , �, EAST HAMPTON, NY 11937 �"`` STEP BELOW TYP. MAIN: 631.329.0706 ..., EL: 28'-3" A.S.L. OFFSET LEDGE BELOW TYP. I,`;.;., `:` ;.:' c ENGINEER OF RECORD: I: :.:;. . POOL COPING 41 � I; ..I'':': .: PHILLIP A. GARDNER P.E. ,. , :. ., „ , , REGISTERED THRU 4/30/2026 b P i' 0` , , , , : A L , ,. ..., ' , . ,.. . ..,'. , , "1P #444 , REMOVABLE SKIMMER FL 32506 : , , - ,.. ....:.. PENSACOLA, COVER TYP BENCH ELOW TY . ^.. .. .*i':'.".��...�:'�... �- � '' ; �,.� :. , . � :�.�.," ,',,-�� . : .'%.,'.� �. /""','':%!.:1',1', , - � ,-,,�..��`�"", .,.,:�..:, % * ... ... . ... . .:... LOCATION , . S C. ;_ s POOL DECK BY OTHERS ,.,. 1: "-� ... ... .. .. . ... . . .: . ... ......... . ....,... POOL DECK B T _ , ....., ,,... . . .,. .,:..,. ,. YO HERS SHEET NOTI_S. • ' ;..':, . ,, w ... , . .'. . . .. _. , . . , . . Y . :. ':.'.:.,...,.. .'.. .:•. .:' .:. ..:11 :- REMOVABLE SKIMMER REFER 1-0 DESIGN DOCUMENTS BY ARCHITECT FOR POOL LOCATION FINAL DIMENSIONS SETBACKS :. I z 7 — — I t,.... COVER TYP — — I �Q AND ELEVATIONS. ,., I GI f—T, .".' ,.�. .� O - , It . , . LOCATION T B C _.a 2 . , .''; .. r m • .. .: THESE ARE PRELIMINARY ENGINEERING is ..:. :' E: a G DOCUMENTS AND ARE NOT IN FINAL FORM, BUT ARE BEING " " TRANSMITTED TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW, COMMENTS AND0 m441 INTERPRETATIONS. i. .. , 2� YxCar L .' C9 -� ,. ':. F 0 8 O 9 0 • ALL DIMENSIONS ON THIS SHEET ARE TO FINISHES UNLESS NOTED OTHERWISE (U.N.O.) ••:-`�.'' - - •` A 81 � R V O F N P O • NOMINAL INTERIOR FINISH THICKNESS: 2 S T C ESSIll I 2 SS A..: t .. :. ,.: . i ..,... ,5 I r: ,.....,.:. .:.., I . . Di itall signed ed b 9 9 P . . -°^�^� Y Y TO OF DRY PING DE K T CO C TO FLUSH WITH .,. ... . , , ., ,..,.. .. ........ .. , :,... H SURROUNDING DECK , : PHIL LI P . ........:. ER . .. . .. CONCRETE THICKNESS S, REINFORCING AND SUBGRADE PREPARATION SUBJECT TO STRUCTURAL % I . I. i. :.:;.';.'; . 1 . ,;: ENGINEERING AND GEOTECHNICAL RECOMMENDATIONS DNER ' :,.., 11.50.37 05 00 I . : !�% , � ". . . - " .. I % -::� , . . . �'j • FINAL STRUCTURAL DETAILS TO BE PROVIDED IN CONSTRUCTION DOCUMENTS SET , 7--� DRAWING RELEASES J DATE ISSUE 10/20/2023 ISSUED FOR PERMIT (D—Eo—p�� 4 W., EL: 28'-3" A..S EL: 2NG A.S.L. 83'-6" COPING TO COPING T.O. COPIN5 T.O. COPING & DECK TREADS - 1'-3" #5 @ 10 O.C. VERT. BAR INNER AND OUTER FACE EL: 27 -11 4 A EL: 27'-il 3/4" A.S.L. 31-0f1--2'-611--(5) EA. = 6'-3" 6'-8Y4" 10'-6" COPING TO COPING DECK T.O. CONCRETE 9" 7" TYPr 11 . #4 @ 12" O.C. HOR. BAR INNER AND OUTER FACE 10'-1" FINISH TO FINISH T.O. CONCRETE EL: 27'-9" A.S.L. _ _ 1-, WATERLINE Illi — — — — — ^I I 1'-6" TYP. 1,_9„ Q 1 4 I WATERLINE • n. EL: 24'-0" A.S.L. NO FITTINGS ON THIS WALL. 3'-9" WATER 3'-3" WATER III= EL: 24'-6" T.O. FIN. FLR. ( I ".; ''� f ALL RETURN FITTINGS, SKIMMERS AND UNDERWATER DEPTH 5'-0" WATER DEPTH III= T.O. FIN. FLA. =III DOUBLE MAT #4 @ 10 O LIGHTS TO BE LOCATED ON OPPOSITE WALL. DEPTH °— 1=I 1- EL: 22'-9" A.S.L. I I III x _ 11� O.C. E.W. IN FLOOR TYP. — — T.O. FIN. FLR. STANDING LEDGE _ _ EL: 19'-311 ir FIN. =1 I Ii 77777 BEYOND 8'-6" WATER �i III—I - T.O. FIN. F R. ,. �,. DEPTH -1 l 107/2" FINISHED 0 „ 12„ AUTOMATIC COVER 1 1�2 DOUBLE MAT #4 @ r77—�111 MECH. AND VAULT TYP. TYP. T.B.C. FINISHED O.C. E.W. IN FLOOR =:REMENTS OF THE GEOTECHNICAL REPORT FOR 107/2 FINISHED r,j) STAIR MAY BE FILLED/FORMED WITH GUNITE REBOUND, THE PROJECT, EXCAVATE AND INSTALL CONTROLLED FILL TYP. T.B.C. TYP. VGB COMPLIANT UNBLOCKABLE MASONRY FILLS, STRUCTURAL FOAM OR SIMILAR. MATERIAL DOWN TO UNDISTURBED NATIVE SOIL SUITABLE SUCTION OUTLET TYP. PROVIDE MIN. 8" THICK CONCRETE STAIR AS NOTED BY FOR STRUCTURAL LOADING PER SOILS ENGINEER. DASHED LINE ABOVE. SPA BENCH REINFORCING SUBJECT TO F FINAL BENCH DESIGN AND LAYOUT / MIN. 6" THK. 3/4" ANGULAR CRUSHED IF STAIR IS COMPLETELY CONSTRUCTED OF CONCRETE 42'_0" 8'-9" 10'-6" STONE SUB-DRAIN TYP. INSTALL AND � PROVIDE MIN. #4 REINFORCING @ 12" O.C. E.W. VGB COMPLIANT UNBLOCKABLE COMPACT STONE IN MAX. 6" LIFTS. PROJECT NOTES: SUCTION OUTLET 1. POOL BARRIERS AS REQUIRED BY NYS RESIDENTIAL CODE 14,'_6" PROVIDE MIN. 30" LAP SPLICES BETWEEN j AS-DESIGNED BY OTHERS AND TO BE INSTALLED AND VERT. WALL BARS AND SLAB BARS TYP. )) MAINTAINED BY OWNER. 2. OWNER TO MAINTAIN AND REPLACE SUCTION OUTLET COVERS AS NEEDED FOR COMPLIANCE WITH THE VIRGINIA GRAEME BAKER POOL AND SPA SAFETY ACT(VGBA). 2D�� 3, ABSOLUTELY NO DIVING (: COPYRIGHT 2023. ALL RIGHTS RESERVED. THIS DRAWING 16'-3" FINISH TO FINISH CONTAINS PROPRIETARY INFORMATION FROM AND BY LEVEL AQUATIC CONSULTING,LLC, ANY UNAUTHORIZED REPRODUCTION,DISCLOSURE,OR USE OF THIS DRAWING IS EL: 28'-3" A.S.L. 3�-0�� 16'-0" COPING TO COPING T.O. COPING & DECK TYP. �__.- EXPRESSLY PROHIBITED. STAIR BEYOND IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NYS EL: 27 -il 3 4 A.S.L. EL: 28'-3" A.S.L. EDUCATION LAW FOR ANY PERSON TO ALTER ANY DOCUMENT T.O. COPING & THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER,UNLESS T.O. CONCRETE THE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED LL..... EL: 27'-9" A.S.L. 16'-3" FINISH TO FINISH 16'-0" COPING TO COPING 3'-0" DECK PROFESSIONAL ENGINEER, WATERLINE F., - : ' Ill= „ „ „ '_ " EL: 27'-11 3/4" A.S.L. F PROJECT NAME: EL: 22'-9" A.S.L. , .. '-t' ,. 10� FINISHED EL: 28'-3" A. .L. 3 -0 16'-0" COPING TO COPING 15 7 FINISH TO FINISH T.O. CONCRETE III— '' _ _ TYP. T.B.C. T.O. COPING & DECK TYP• T.O. FIN. LEDGE 1=III= =I 1(= STAIR BEYOND — — — — EL: 27'-9" A.S.L. ' Private Residence —III— 1= #5 @ 10" O.C. VERT. EL: 27'-11 3 4" A.S.L. _ EL: 19'-3" A.S.L. = I=I - 1=III= gAR INNER AND T.O. CONCRETE — WATERLINE 8 -6 WATER _ 1 (_ T.O. FIN. FLR. =I I I=I I I—I I DEPTH 8" TYP, - =I I I=I OUTER FACE -III_ 1'-6" TYP. 3'-3" WATER 1 -9, I— EL: 24'-6" ; Ill I11 III-11 _=I I I=1 I I- EL: 27'-9" A.S.L. l=l I I— _ _ t __ #4 @ 12" O.C. HOR. � — — — — — — — DEPTH I—I I - T.O. FIN. FLR. PROJECT ADDRESS: WATERLINE _ #4 @ 12" O.C. HOR. I I I-1 I I— t 1=I l = 1=I I =I I 1 I I=1 I = BAR INNER AND 1— _ _ , ) — — - 1 =I I 1=1 I =I DOUBLE MAT #4 10 -I I F9 I 1=I OUTER FACE EL: 24'-0" A.S.L. - 1— - WATER BAR INNER AND - 11- -1= PER THE REQUIREMENTS OF 38015 Main Road @ " -III=III=11 1=1 I 1=l I 1 I'° O.C. E.W. IN FLOOR TYP. { El I =l I I= T.O. FIN. FLR. = 1= —10Y2" FINISHED OUTER FACE =11 — 1 l-1 I = —DEPTH 1-1 I- I- THE GEOTECHNICAL REPORT . ,._, -I l-I l -I I I1=1I =� —1 I— TYP. T.B.C. — _ #5 @ 10" O.C. VERT. _ — Orient, NY 11957 FOR THE PROJECT, EXCAVATE =III=III _—_ #4 @ 12 O.C. E.W. 1=) 1= BAR INNER AND 1072" FINISHED TYP. AND INSTALL CONTROLLED __ TOLLED - — _ IN LEDGE - — — FILL — 1- 1-I I-1 1—� OUTER E MAT DRAWING NAME: 1=11 I=1 -1 11-1 l 1- 1=1 I-I l =l 11=I I I-- R FAC VGB COMPLIANT UNBLOCKABLE ERIAL DOWN TO PROVIDE MIN. 30 LAP III—Ill � 1. PROVIDE MIN. 30" LAP SUCTION OUTLET TYP. UNDISTURBED NATIVE SOIL """ ° "� PRELIMINARY POOL AND SPA SPLICES BETWEEN VERT. WALL 1, SPLICES BETWEEN VERT. WALL SUITABLE FOR STRUCTURAL MIN. 6" THK. 3/4" ANGULAR CRUSHED BARS AND SLAB BARS TYP. 10%" FINISHED BARS AND SLAB BARS TYP. MIN. 6 THK. 3/4 ANGULAR CRUSHED LOADING PER SOILS ENGINEER. PLAN AND SECTIONS 10Y2 FINISHED MIN. 6 THK. 3/4 ANGULAR CRUSHED STONE SUB-DRAIN TYP. INSTALL AND STONE SUB-DRAIN TYP. INSTALL AND TYP. T.B.C. PER THE REQUIREMENTS OF THE GEOTECHNICAL REPORT FOR THE PROJECT, STONE SUB-DRAIN TYP. INSTALL AND TYP. T.B.C. PER THE RE UIVAT EATS OF THE GEOTECHNICAL REPORT FOR THE COMPACT STONE IN MAX. 6" LIFTS. DOUBLE MAT #4 @ 12" Q COMPACT STONE IN MAX. 6" LIFTS. EXCAVATE AND INSTALL CONTROLLED FILL MATERIAL DOWN TO UNDISTURBED COMPACT STONE IN MAX. 6" LIFTS. PROJECT,EXCAVATE AND INSTALL CONTROLLED FILL MATERIAL DOWN O.C. E.W. IN FLOORDATE: NATIVE SOIL SUITABLE FOR STRUCTURAL LOADING PER SOILS ENGINEER. DOUBLE MAT #4 @ 10 TO UNDISTURBED NATIVE SOIL SUITABLE FOR STRUCTURAL LOADING SPA BENCH REINFORCING SUBJECT TO ��,' I' PER SOILS ENGINEER. O.C. E.W. IN FLOOR TYP. FINAL BENCH DESIGN AND LAYOUT 10/20/2023 (: ) (: (: ) el-o-�r� SHEET N0: 3 TRANSVERSE SECTION @POOL DEEP END 4 ) T�� TRANSVERSE SECTION @SPAScale. 1/4 - 1 Scale: 1/4" = 1' PL100_