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Home My WebLink About52237-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES VV'ITH ONCE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52237 Date: 09/08/2025 Permission is hereby granted to: George J Cambourakis 71-61 Douglaston Pkwy Douglaston, NY 11362 To: Construct pool house at existing single family dwelling as applied for, per ZBA#7983 and SCHD approval. *Construction of pool must commence prior to beginning pool house construction. Premises Located at: 200 Cedar Dr, East Marion, NY 11939 SCTM#22.4-4.1 Pursuant to application dated 03/14/2025 and approved by the Building Inspector. To expire on 09/08/2027. Contractors: Required Inspections: Fees: CO Accessory Structure $100.00 Accessory-New Structure $285.00 Tota, S385.00 Building Inspector � TOWN OF SOUTHOLD—BUILDING DEPARTMENT t Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 "�` Telephone(631) 765-1802 Fax(631) 765-95021 qp�i.//AyyLv oufli ldto na�ti w Date Received PPj jCA1 101'Y II ° 11 1I31 IIL ICI 11"EI j"I' For Office Use Only Mho PERMIT NO. 5-701� Building Inspector: i 2. Applications and forms must be filled out in their entirety.Incomplete 12 C 12, 0 V . D applications will not be accepted. Where the Applicant is not the owner,an - ,G ° Owners Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Building De artmeM Name:George Cambourakis =Crm 1000-1000-22-0 T tT ° Project address:200 Cedar Drive, East Marion, NY 11939 0 01A) . Phone#:718.706.7196 Ext. 101 TEmail:gjc@set-ny.com Mailing Address:George Cambourakis,c/o Structural Engineering Technologies,P.C.,40-12 28th Street,Long Island City, NY 11101 CONTACT PERSON: Name:George Cambourakis Mailing Address:C/o Structural Engineering Technologies, P.C.,40-12 28th Street, Long Island City, NY 11101 Phone#:718.706.7196 Ext. 101 Email:gjc@set-ny.com DESIGN PROFESSIONAL INFORMATION: Name:Hideaki Ariizumi Mailing Address:PO Box 444, Orient, NY 11957 Phone#: Email:hideaki@studioabarchitects.com 631 323 1426 hldeakl@studloabarchltects.com CONTRACTOR INFORMATION: Name:(not selected yet) Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure BA dition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 100, � l Will the lot be re-graded? WYes El No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Single Family dwelling Intended use of property:Same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes R No IF YES, PROVIDE A COPY. Che h Box After Readifl : 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 Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. ApplicationSu bmitted By(print name .Hideaki Adimmi 19Authorized Agent ❑Owner Signature of Applicant: — - — Date: 5-,� q-2 q STATE OF NEW YORK) COUNTY OF I- Pidfah � ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contracto Agent rporate Officer,etc.) of said owner or owners,and is duly authorized to pe orm 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 MOM day of I"l Q , 20 28 - �±naLgd d tary Public TRACE TRACEYq. DWYER NOTARY PUBLIC,STATE OF NEW" 011 EI!!'r I�lj Iii II` IEZAI IONNO.0YDW6306900 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIR ES J E 3C , I, 1Z G l�Fid��2� !✓ residing at d7LI Tic/ M, o hereby authorize 1 AP—/il--111-1 f to apply on my behalf to the Town of outhold Building Department for approval as described herein. Signature Date Printpwner Name r 2 BOARD MEMBERS � ,oa ' O T Southold Town Hall f Leslie Kanes Weisman, Chairperson t� 53095 Main Road• P.O. Box 1179 Patricia Acampora � � Southold,NY 11971-0959 Office Location: Robert Lehnert, Jr. N �► 4 Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) Margaret Steinbugler courm, � Southold,NY 11971 RECEIVED http://southoldtownny.gov 6 a. ZONING BOARD OF APPEALS 8 2 5 2 025 TOWN OF SOUTHOLD on Tel. (631) 765-1809 "� �I� 00 d"Town�Clerl FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 20, 2025 ZBA FILE: No. 7983 NAME OF APPLICANT: George Cambourakis PROPERTY LOCATION: 200 Cedar Drive, East Marion, NY SCTM No. 1000-22-1-4.1 SFtRA CJFTIPMTNATION,: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. Su I:FO'LK lwQQN1Y ADM1NIS'I RATI.VE CODE-',: This application was not required to be referred to the Suffolk Department epartment of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. L ,/RP DETFRMTN:ATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is'not subject to review under Chapter 268. fROPF,KFY FACTS/1 LSCI�IPTION' The subject property is a 36,643 sq. ft. non-confonning parcel located in an R-40 Zoning District. The property has a road frontage of 196.00 feet fronting Cedar Drive along the easterly property line, then turns southwest for 200.00 feet to the rear property line, then runs 200.04 feet northwest before returning 205.00 feet back to Cedar Drive. The property is improved with a om-story residence with an attached porch all as shown on survey prepared by Michael W. Minto, LLS, last revised September 19, 2024 / 15 O API�I_IC I"ION.- Request for Variances from Article III, Section 280-I5 and the Building Inspector's September 26, 2024 Notice of Disapproval mse+��.l on an application for a permit to consti uct an in-ground swimning pool and an accessory pool house/cabana-at I)swimming pool located in other than the code permitted rear yard;2) pool house located in other than the code permitted rear yard-, located at:200 Cedar Drive, East Marion, N.Y. SCTI' No. 1000-22-1-4.1. RELIEF REQUESTED: The applicant requests variances to construct an accessory swimming pool in the side yard where a rear yard location is required,and to construct a pool 'house/cabana in the side-yard where a rear yard location is required. ADDrriONAL INFO RMATIQ1 . The subject residence currently exists with Certificates of Occupancy front 1960 ( Z555), and 2005 ( Z-3078 ). The cIurreni proposal to locate the accessory swimming pool and pool house was presented to the Board by the owner's architect at the public hearing. The agent noted that the proposed swimming pool location in the side yard is the best place,since cutting.and Filling of tile hill located in the code conforming rear yard on this very sloped property would create more land disturbance and drainage problcm:s. The applicant's Page 2, February 20,2025 97983, Carnbourakis SCTM No. 1000-22-1-4.1 architect/agent stated that the pool e(luil)"nent will be placed under the existing deck, so as to mitigate noise from the equipment and that that evergreen screening will be planted for privacy from the street and adjacent properties. 'I'lle adjacent neighbor and the neighbor across tile street from the subject property both spoke about their concerns over possible runoff from the subject property onto the street and onto their properties caused by cutting trees and re-grading when installing the: proposed inground pool,since flooding is common in that area of Cedar Drive where many lots have very sloped topography. After listening to the explanation by the applicant's architect,about his proposed,on-site drainage solution,both neighbors were satisfied, FIN-ID-jN—CjS—Cep'-!A—Cl/-KE—A'Lo—NSL-FOR-NA-1 U' A- 5 T lie Zoning Board of Appeals held a public hearing oil this application oil Februal-y 6, 202 ,at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding,neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: I. Town Law 267-1-d"'t"" (Jrant of the variances will not produce all undesirable change in the character of the neighborhood or a detriment to nearby properties. The existing house sits on the northern end of tile site, and a rear yard location would require massive cutting and filling,and the removal of trees. The side yard location would require the least amount of earth and tree removal. T m he placeent of evergreen screening fo r privacy would also Mitigate the side yard location. Due to these factors, this Project will riot produce all undesirable change to the character of the neighborhood, feasible 2, _I aw 26?_-_bQJJ6 n _&2 'I ovv J—. The benefit sought by the applicant cannot be achieved by some method, IL sue, other than an area variance. There is a very large hill in the code reqUired rear yard and for the applicant to pursue„locating an in-ground pool there would require massive land disturbance, tree removal and a large retaining wall which would exacerbate issues with onsite drainage and possible I'Llnoff into tlie street and other propel-ties. Any other placement oil tile property other than the rear yard would require variance relief 3. '"Cowan Law 267-bf3JLb)J3). Time variances granted herein are mathematically substantial, aw §267 uld require 100% relief from the code. a) The proposed pool ill the side yard wo b) The proposed pool house ill the side yard would require 100% relief front tile code. However,due to the contours of the site, and the hill in the rear of time property, the proposed location Would be the least egregious of any location for a proposed accessory swimming pool, and pool house. The proposed location ill the side yard would require tile least amount of land clearing,cutting, and filling of tile hill in the rear yard. It would also mitigate the need for massive retaining walls if the pool were placed in the required rear yard, R 1) evidence has been submitted to suggest that a variance in this residential 4. Town Lq'%vL-X&67-b 3 b)(4). No IL� e physical or environmental conditions in the neighborhood. Tile community will have all adverse impact oil th 's Storm Water Management Code and the conditions imposed applicant ni List cOmPlY with Chapter 236 of the Town t submitted a well-designed and well-engineered plan for a herein by this Board. Further, the applicant's architect storinwater retention System layout,and planting layouL culty has been self-created, "file applicant purchased the parcel after tile 5. Town Law '267-b 3 b 5 . The diffs applicant had actual or constructive knowledge of tile Zoning Code was in effect and it is presumed that the effect prior to or at the time of purchase. limitations on, tile use of the parcel Linder tile Zoning,Code in Page 3,February 20, 2025 #7983,Cambourakis SCTM No. 1000-22-1-4.1 6. yown Law §267-1). Gran t o�f(lie requested relief is the iniijilnurn action necessary and adeqUate to enable the _ pool arid pool hOUSC while preserving and protecting the applicant to enjoy the benefit of an accessory swimming character of the neighborhood and the health, safety and Welfare Of the Cojllrnl.lnity. R L- 5D—1 Ml ON., THE BOAR11 In considering all of the above factors and applying the balancing test under New - OF—J.'THE 1—� York Town Law 267-13,motion was offered by Member Lehnert, seconded by Member Weisman(Chairperson), and duly carried, to GRANT the variances as applied For, as shown on the Site Plan (Sheet A.10 1), Architectural Plans (Sheet A.102) and Storillwater Retention Plan(Sheet A.10 1-2) dated May 17, 2024. SUBJECT i'*o '1iHEF0LLOWtNG CONDrrioNs: 1. Evergreen screenings shall be planted and maintained in the front yard facing the street. 2. Pool pump equipment/mechanicals must be located a ininimurn of 20 feet from any property line or be contained in a shed type of enclosure with a lot line set back that is in confbn nance with the bulk schedule for accessory Structures 3. Drywell for pool de-watering shall be installed. 4. All drainage and stormwater run-off must be retained on site pursuant to Chapter 236 of the Town's Storm Water Management Code. This approval shall not be deemed effective until the required conditions have been met. At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of occupancy, when issued inilytis in mature (or an alteration that does a similar d yn that is de�tn in one alteration o�tlt`e"(;�ateo �TheiB rd f8c e e r t�b L sted with n r n ft relic s r no C �e� ded tl�e - li-�'r'It s fit i ht to' I 5�tilut '*"'! � vi o 'ry Orini� d 1((tire a tie a It aull e de ree o non a a r r e lot n 0� tit 1,It t e this is de ust n. An r one ear the Be r 11v][110KYANT LIMITS ON Tflf ikPFR0`1,1 'ki 'S ii ( RANI'E,D HERE,I Please Read�_ Caref�ull Any deviation front the survey,site plan andlor architectural drawings cited in this decision, or work exceeding the scope oj'the relic,.f granted herein, will result in delays andlor a possible denial ky the Building Department Work order, and may require a new application and public of a building permit andlor lite issuance of a Stop hearing before the Zoning Board ofAppeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plait and/or survey or demolitions exceeding the scope of the relief granted cited above, such as alterations, extensions, demolitions, herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject proper(v that may violate lite Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. E N AP�PJIOVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of * 'r '4 ' " icate of B a d of Al)peals shall become null and void where a Certir M 'e 0 r filed with the Suffolk County �a n d ivision map has not been fi c ted by tl S Ib any ar all g utl1o" �ccupan 'is not been procured,andlor a sit lance was,granted. 'rhe Board of Appeals may, upon cy t s Clerk, within threc (3)years frorn the clefs suc I vat Page 4, February 20,2025 #7983, Cambourakis SCTM No. 1000-22-1-4.1 writrant an extension not to exceed three (3) consecutive one(1) year ttermen s. 117 uest prior tPROPERTY the date of expiration,'S Failure to ENSURE 1C in a timely COMPLIANCE WI,ll` Wl"�1-" .� p'f�l' �BI�T' �1 �.. W1" FAME ESCR BED HEREIN. complymanner 1 °I`�wlF Tl�l1+s+lW`�C:)1�1 1F" f�ff1�D '"li'fMl�" may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Planamento, Acampora,Lehnert and Steinbugler(5-0) 4 lie Kan es.. s Weisman, Chairperson Approved for filing dZ Id /2025 1ZGenerated by ;EScheck- eb Software Compliance Certificate Project Cambourakis Residence Pool House Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 90 deg. from North Conditioned Floor Area: 300 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: NONE m" ,I',, NONE= Compliance: 6.6%Better Than Code Maximum UA: 91 Your UA: 85 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. SlIanlb-earn grade l.naaalaMa:ffs are no loi ng(it coinsidered in the UA or performance coo npihaairno e paatti lieu l'ylk Sr:hecn k. Each slaalia...rnngraade y st meet l:l 1E� ru�uh0fruxr°in eri rgyr code kiisarlaau:ioi n R v aia.ac�and d luth uregi.n'ireirrnei nyrn. xrra,ryo-rr7rnyai uirmu I:OTnaa� a*c;nyuc::al ¢�inirirua.nya*�.rrruc, irrua�.' E n l e Ass r Prop.Gross Area 1 Assembly or Cavity Cont. Prop. Perimeter Ceiling: Cathedral Ceiling 316 49.0 0.0 0.022 0.026 7 8 Wall E: Wood Frame, 16" D.C. 143 13.0 5.0 0.057 0.060 2 2 Orientation: Front Door#15 &16: Glass Door(over 50%glazing) SHGC: 0.28 107 0.290 0.320 31 34 Orientation: Front Window#5:Wood Frame SHGC: 0.27 6 0.280 0.320 2 2 Orientation: Front Wall S: Wood Frame, 16" D.C. 324 13.0 5.0 0.057 0.060 16 17 Orientation: Unspecified Window#11 x4:Wood Frame SHGC: 0.27 38 0.280 0.320 11 12 Orientation: Unspecified Wall W:Wood Frame, 16" D.C. 55 13.0 5.0 0.057 0.060 3 3 Orientation: Back Wall N:Wood Frame, 16"D.C. 223 13.0 5.0 0.057 0.060 13 13 Orientation: Right side Project Title: Cambourakis Residence Pool House Report date: 02/21/24 Data filename: Pagel of 2 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed'building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the man atory requirements listed in the REScheck Inspection Checklist. te /� LP /2 *-TeAL ` l a re Date Project Title: Cambourakis Residence Pool House Report date: 02/21/24 Data filename: Page 2 of 2 � ARY�vMTEM'�E6aQA�. RESIDENTIAL #OF BEDROOMS. 6 ADVANCED TREATMENT UNIT: HYDRO ACTION ANISDO SITE PLAN 15 BASED ON SURVEY BY WELLS ON NEARBY PROPERTIES ARE OVER 150' VAOWTS CAPACITY REQUIRED 660 GAL PER DAY,AS PER JOSEPH A INGEGNO LANE)SURVEYOR TO PROPOSED SANITARY SYSTEM TABLE 3,SCDHS RESIDENTIAL STANDARDS DATED FEBURUARY 25 2001 WELL ON SITE 1582,1'TO PROPOSED SANITARY VAOWTS CAPACITY DESIGNED: 660 GAL PER DAY SYSTEM WHICH IS 4 B'FURTHER AWAY THAN , SURVEYOR'S NOTES EXISTING,SITING IS DIFFICULT DUE TO SLOPED V, SITUATED AT EAST MAR ION TERRAIN AT THE REAR OF THE PROPERTY LEACHING SYSTEM: LEACHING POOL,WITH SOIL \ TOWN OF SOUTHOLD REPLACED FOR DIRECT CONNECTION TO SP SOILS \ SUFFOLK COUNTY,NEW YORK '.. REQUIRED: FOR 6 BEDROOMS:400FT2 SIDEWALL AREA , 00.220 , , 1-03 DI 1000. D4-10 220DESIGNED (1) A3 E C (1)-10'DIA T DEEP LEACHING POOL FOR 50% G EXPANSION TOTAL AREA=36,64260 SO FT A V G VIEW841 AC 1 I� __ ELEVATIONS ARE REFERENCED TON G.V01929 DATUM � --- --- -'--- - - POWER SUPPLY CONNECTED TO DEDICATED ___ � N � 115 VOLT AC SINGLE-PHASE,20 AMP CIRCUIT FOR'BB GA'9'&p%(AG'O.V BREAKER ON HOUSE PANEL FOR PUMPS AND Yl*33N'1"G"El,q VAT4ONS ARE SHOWN THUG 3Q0 " 4 15 AMP CIRCUIT FOR CONTROLS" E 1U SA'6MG CONTOUR LINES ARE SHOWN THUS 30 �,,. e ". EXISTING HOUSE GENERAL CONDITbNs: 7P•1P n}ARE NO SURFACE WETLANDS WITHIN 3D0' ••r. OEPPRTMEN ION SHALL COMPLY WITH SUFFOLK COUNTY + +dry - CONTROL PANEL AND BLOWER IN LOVER ON PAD STEP RETAINING WALL IN ACCORDANCE OF HEALTH SERVICES'REGULATIONS, TOW 47,5' '"b 4"(2"MIN)CIA HOPE VENT ST NDARDS AND REQUIREMENTS,AND B14—BE STRICTLY o ♦ n' � FIRST FLOOR PF, -- STANDARDS L W/CARBON FILTER 10"MIN.ABOVE GRADE, / o TO THE MANUFACTURER'S INSTRUCTIONS P i{ ,ate EL45"70' ; TdTCJJiw' ✓ 36'MIN,FROM ANY WINDOW OR DOOR 2,THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE bF nti,` 'kyy d" MOT:NWERY 1 CLASS 2400 OR SDR 35,(OR +� LICENSE PURSUANT TO CHAPTER%3 ARTICLE MI(SEPTIC 1 „R, a h ,. "y. /y «55� is - RETAINING WALL i IN OUSTRY BUSINESSES)AND ENDORSEMENT J(INNOVATIVE mye✓n .Q, ,;rt S)5 75'SO.E Y (« TbNOL14R d4ANTY I /+ SDR40)1/B"PER 1Z'MIN.ELOPE aunvR TOW42S' AND ALTERNATIVE TREATMENT SYSTEM INSTALLER) a 'GE VECO.pc.SO iI t; P ! EXISTING DECK SHEALTH IN CAST IRON WHERE 84wvd'ro1 THROUGH THE SUFFOLK COUNTY DEPARTMENT OF LABOR "+, "p rypwl,'K QMEq'[5,"W'f;UL. 110 'J yy rytl i�v: � q AND STAIRCASE °° _' PASSES UNDER WALL b"', �µ0, rl LICENSING AND CONSUMER AFFAIRS.(J PURSUANT TO i 16"Y„G)Lp „p"5 yvjn Y F" SUFFOLK COUNTY LODE§56}79BA IJ),THE DEPARTMENT OF dd'N''A'J r' r t,..w e.+w '° t i^'"^' wv�v'" - r PROP GRADE LABOR,LICENSING.AND CONSUMER AFFAIRS MAINTAINS ""� ,,,.,.-- ��. "'" ( -- PROP,STEPS, 1 q nd 306E Sn"d I LIST OF LIQUID WASTE LICENSE HOLDERS �IT , -- s --24"RISER W/SECONDARY n 3,.ALL INSTALLED IIA OWTS ME REQUIRED TO HAVE AN ;N q; SAFETY DEVICE #uwu a.uia H u5 � .,.. p BASEMENT F,F„ b INITIALS-YEAR WARRANTY,. o _. ]ee WOODEN O HIGH EL 37,70' , �� 4a .,. ..,,. Sa I"", TVP. FENCE. ...� •... �.... k 0 ALL INSTALLED IA DWTSMND NANCE)REQUIRED AGREE HAVE ACTIVE "NAY " MENTS THEBET PRESSURIZED ON EDS ALLOWTY NERAIELDSHND ILL PROVIDER„ COVERED BY THE SAME OW AGREIE LOBHALL BE Y -M1 /, Mvi'...M-• " a ";', Pof x „y,_ �j -�- tl tl COVERED BY THE SAME Od MAGREEM ENT, .. b4.7 _ ' , Iran' a n�:^IH Hb ry •/ '" _ 4„.n+.m• Yio iyy nM, i°v+tlhw 5,SERVICEPROVIDERS MUST REPORT ALL O&M ACTIVITIES '"^-""'"`r " a n ry I s' � -- EXISTING WASTE LINE HYDRO ACTION Pw' G TO SLDHS(SUFFOLK COUNTY DEPARTMENT OF HEALTH .7-b,4,. � �. 1111'T0IQr.GNC CURB„ { T ~ q.Y'y}Y ... r PIPE TO BE EXTENDED AN600 d�.PRIOR,TD L ..yq• •* gg.YK ,,ss SERVICES), .iJ: ,,..+� y y @„: d N S,}(µ,6T'CIJIR.:F n mV I,, IFPROPERVENTING CAN _. o 6„COVENANTS MAYBE REQUIRED ON PROPERTIE6 WHERE N �v�'^ � 45. VM1. '4 J"t-I• BE PROVIDED,REMOVE 4"WA6TE m= 'Vent TGA1,tXk O£ ° VA ONRb AREINSTALLEDREQUIRING:SYSTEM MW#M,uYI X<kiNm mxWm Irx4MWWM!PoN ND0.1 .9X4rwNWJdM Dud I yc _' ""' +4w'+°'�vtlF ryjd HOUSETRAP. CAST IRON WITHIN 2'FROM ,�� / \ WALL MsIP i6" TdA1fS Y „ " 1 FOUNDATION WALL,CONTINUED TO 'M .,, -L-•-,q":':I' ....L[„ACNNINg REPLACEMENT IN EVENT OF FAILURE OW REQUIREMENT: ft S• y R t 61'Vp�" J ^Y,'d„.^' r REQUIRE VENT FOR AL OESSTODHSINSPEGn.NISAMPLINGONOUARTERLV k:1 w,IPY�eed�f W)w'ma' T 7Y " EITHER OPTION CLASS 24000R 60R 35.(OR 6DR40) w ". .,.,e P0.J'd'kl. q n o 114"PER 12"SLOPE MIN, DEEMS NECESSARY,OTHER REQUIREMENTS THAT SLDHb kdYC'RC5 AC9A1,'AAd ARY l%Q+7 y ., 'Ip SEARUN IS LONG,UNDER N - d K re m & y rya P. y ( u�i m vi "4 14 b d .� � "" ifn TELHNOLOGIEB:E STANDARDb FOR IIADWT$ 945 ALLOW gbNLx.4.('ty.4'UPoDk SMALL BE RENp D�RFYW9'e4 0�� Na4 ", Z Z VA OWTS MUST MEET TREATED EFFLUENT A4,L4JM,N'GU'1NIYIIY$g4"Ei'vhSY FOEAN:IS6Dr 4 µ m � ? W, W J RHI,xR TIE)N' PR AG 6PCIaN wR CONCENTRATIONS FOR TOTAL NITROGEN OF NINETEEN(19) - r Y�� IN AREA �wL" w^""",,.� u H y A1Po" - O .. D KMP'C Pao i� °,x- r- �.. S Po ,..,.,,. MGIL OR LESS SOb LP 1' m TCON EIIMgCLAI Y 1„SEPTICRREATMENT S C dA a'"5 ATEO BREAKER O#I A N M w I CONCRETE SHALL BE MINIMUM 3000 PSI 28 DAYS SET, i0'tYO-: CYY•fC3 HOUSEMIAMPANEL. y dd1 T. 1"" ` NOTE..HYDROACTION HAS TWO ENTRANCES AT SAME ELEVATION AND COMPLYWRHASTM 61227-10A STANDARD D tarp. .. BASTING RA15E'D DECK Wn„ Y�; k, W ML0^ SPECIFICATION FOR PRECAST CONCRETE SEPTIC TANKS' y m 0 r% 4 P _ 4' w ,,,,.. POOL HOUSE FL EL=44,2' O z�? II ALLNONCONCRETETANKWALLS,FLOORS.ROOFAND L#' ` a pp :w w 20000 I, ,yi w 4 w �„„�... M „, y 4.. MIN,INVERT ELEV.OF WASTE PIPE LEAVING POOL HOUSE 1637<73' p^t,{ J mow .. �,........�J Mi 4 4. MM"'1 Z ACCESS LOVERS SHALL RESIST AN APPLIED FORCE OF 300 4 qv= 1 A III NOB PER SQUARE FOOT RICA. y ,,G M*T M p• F v'^� R III, NON-CONCRETE PREFABRICATED SEPTIC TANK BIIA ......---�..,-..--.. Ii'm,"•. OWTS SHALL CONFORM TO THEINTERNATIONAL d � "" .....,w^' � -'* ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS Sc,TAX HOG "" -tl RO to .1= v s ti Vex .... ..... JP..anAEPfi lkhlaY LANIDII4G ..4,LPo 6 ... ... ... SEPTIACMTANKS-ANSIZ100-07ANDANVUPDATESS IQATED q. s D . " 4 nr n 2. 1PD`S"7a01 t"4 tl ... THERETO, d I N. EACH BEPTICTANKBIIAONfTBSHALLBEIDENTIFIEDBY �'""""L^-.:+-- .�,.✓^'°'� w Y HIGHEST —#w THEMANUFACTURERAND DISPLAY THE FOLLONIN (+. W EXPECTED INFORMATION PERMANENTLYMARKED AT THE INLET END 4 PROP"H'aYE pUTI, W' rTrY GROUNDWATER 3, MAXMDYANDNMBER OF OPENINGS i;,L s•. POOL• PATIO fi PAt ZD+EP .ram" SECTIONDtF�i,,Tr'�A+Np EL 9,0'(NTS) 1 CFTHETANK PROP PROP, M DESI N LOAD 2. 1, MANUFACTURER NAME OR LOGO 1 L f 4, THE DATE MANUFACTURED,. S L { A EL ,l�f^" g $ `Lip k ti I�'dN.v { -,..,.. ".•^J"" .. �..... '^' 1 -. 1n V ALL CAST-1 RON AND HOPE LOVERS SHALL BE SET AT FINISHED GRADE,BE LOGKING,TAMPER- RESISTANT, I 'ry"d'Je jj WATERTIGHT,INSECT-PROOF„FLAT,SKID-PROOF,AND BE ..0+ PROP POOL FENCE P ) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVED FOR SEWAGE USE COVERS AND RISERS �, 4d GROUND ELEVATION 44' SHALL BE CAPABLE OF WITHSTANDING A TRUCK WHEEL d, PERMIT FOR A PROVAL OF CON TRUCTON FOR LOAD(M S IN., OF 2500 LB FOR 60 MIN WRH A MAX +'^—" ^^ Y rr/!/!,J%/ /E L' my IT1PNCEAND a. ( iSINGeE rAIr1 RES VERTICAL DEFLECTION OF 1.51N.. w PROP,B'DIA 10'DEEP DW p SP 2' FILL:Dark Brown f SAND trace Sift.with Roo¢,dry VIII,IF A RISER COVER WEIGHS LESS THAN aOLBS A I•+ '^^ _ SP 4' Brown I SAND,trace I Gravel dr SECONDARY SAFETY LID OR DEVICE SHALL BE PRONGED, d " FOR POOL,PLAZA,POOL HOUSE _ y + rvx 2 r W/GRATE " SP Brown mf SAND,bate I Gravel,dry 2,.NSTRUCTED IIAOND AND EMATIRIA AND I` 41„ a�0 "kupl "'Pq.R'yC"rv� w.'I Y _ B l ARE NO SUBJECT BOUND AND DURABLE RDECAY, HOLM,, -- DATE 11BI25 HIS F F NO R 24 1142 ARE NOT SUBJECT TO EXCESSIVE CORROSION OR DECAY, R w ""1 � q Nh SP 10' Brown I SANG trace S IS dry A ALL SEPTIC TANKS VA OATS MUST BE CERTIFIED AS o+^ FFU.C4„7" FILL BACK GRADE FLUSH TO �y \ - -- APPROVED _ WATERTIGHT BY MANUFACTURER USING EITHER VACUUM PATIO SURFACE,TYP. iW, '"'n 6P 12' Brown f SAND,Some m Gravel,trees 6l(dry TESTING OR WATER TESTING METHODS., / m'a - q _ gjl�¢bTcu Pv�a�`aernaLYn.NlJ Lrrita¢"rt I^ VACUUM TESTING MUST PULL PMERCURY ..T... -✓dbm �� .-- p _SP__14' Bmwn mf SAND trace f Gravel,dry EXPIRES THREE YEARS FROM DATE OF APPROVAL III%FOR 2 MINUTES WITH A LOSS OF IO%OR LESS. VI IL WATER TESTING SEAL TANK;FILL TANK WITH vd 4�-- ..._ """ M" W``'✓..47a✓„ •^ !^^, �yw ___ r""rw =,t jt" "t SP--- Bmwnf SAND trace lGravel,dry '— _ 17 WATER TO OUTLET INVERT ELEVATION FOR 24 HOURS, " v REFILLTHETANKTOOUTLETINVERTAFTER24-HOUR "I S09'57'40"W 7dl " DEVELOPED I2D000 'a- a SP 22. Brownml SAND,trace lGmvel,race Sift,dry Waiver ApprDYed In ACLOTdanLe Wltll PERIOD AND LET STAND FOR 10 HOURS,APPROVED IF N,{'MA 1tly.PGi ONSITE WELL WATER LEVEL IS HELD FOR 10 HOURS.. ' OVER 150'DISTANT U 10 ZU N 40 $e LtlOn 7EU 614§F Of the B, ALL PENETRATIONS PIPES SHALL BE CONNECTED TO t `rcL " TANKS NTH A WATERTIGHT,SEALED FLEXIBLE JOINT AND / \ ` 5 +yr.- d"" v ry THE PIPE GASKET SHALL BE FASTENED TO THE PIPE V IFH WET AT 35'OR EL 9' Suffolk Count Sa nita Code A STAINLESS STEEL RETRACTABLE CLAMP+FOR II vvp, � ° TEST HOLE DATE 9/1=3 CONCRETE TANKS,THE FLEXIBLE JOINT SHALL BE CAST-IN- SKft PLACEAND ANY NEW HOLES REQUIRED TO BE INSTALLED HIGHESTEXPECTED GROUNDWATER DEPTH42'BASEDON THE CNSITE SHALL BE GORE-DRILLED, GROUNDWATER CONDITIONS ON LI.AT ELEVATION 42,THEN THE C, PRECAST CONCRETE SECTIONS SHALL BE SEALED i- }dA QWTS LAYOUT GROUNDWATER ELEVATION IS EL,0' WITH ONE(t)-INCH BUTYL RUBBER JOINT SEALANT WHICH t " -- -- -- ""' """"" USE EL VAS HIGHEST EXPECTED GROUNDWATER ELEVATION CONFORMS TO ASTM C-990.JOINTS ALIGNED IN THE SAME PLANE LMLL ALSO HAVE FLAT BUTYL TAPE APPLIED TO THE OUTSIDE DF THE JOINT., 3,THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE MEASURED FROM THE OUTLET INVERT TO THE BOTTOM OF -- THE TANK COVER, Abandonment of the existing sanitary system must be in — 2"CLEAR TEST T HOLE DATA 9oiw.Lla...e�na Pm (Air) 9 w,ab'.'.r.•T eatmentS st._ ,,........_....... .,.,. u mvnr new rvc a ' VERTICAL REBAR(Av)#41E41Z'0 C,MIN.. - 4,ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK N.T.S, da0. fl!mGCPYpINCdl Date SHALL BE PROVIDED BY AN ACCESS LOVER WRH AN INSIDE conformance With the Departments requirements, r ory rvoRTM varvc Innovative and Allemative OnSlte OIMENSION OF AT LEAST 20 INCHES IN DIAMETER,.AND IN os asoumwrva HORIZONTAL REBAR Ah#3®1B'O,L,MIN, COMPLIANCE WITH 5-111 AND S-1148-7 OF LDHS RESIDENTIAL Submit completed form VVVVM-080 as proof vRmry wrtn ovrvsR _ Wastevre[er Tr y em STMDMD2016.ALL OPENINGS SHALL MEET THE FOLLOWING tlfdM1 OWTS OBFtatl'DITVe 9 T` REQUIREMENTS: ......�. i A ....��{.......,�.......1e�."..........,�,�.. ......"... " .....�.... .a..,,,,�._ A OPENINGS SHALL BE PROVIDED OVER ALL INLET AND „., StUdIO alb architects OUTLET PIPER Professional',CertificationRequired„ ,�,....... ERE Ey7EN ONS ARE REQUIRED.THEY SHALL C, ERTISEPTG TANK d51lA OVJTS MANUFACTURERS SHALL BE Design5uhmit P,E,or R,A..Ce,Vfi r.n For r�% ABBREVIATIONS R,rin-d651 West MNY 111901ain t JL WATERTIGHT PROVIDE A LABEL OF NONCORROSIVE MATERIAL IN y - POROUS BALK-FILL 631 PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN The Installation LlOD and COn$rlu Cllon Of the SC WDRC Disposal$ySrCm �' 'H 631 323 142E 1. 8 AND M LEACHING POOL glyms�sNdioabarchrtecfs tom ' UM 'ENTRANCE ANXINTO ATA MAY BE FATAL- _ Use Form ^.,," ^^^^ ,,,,„. W. ",..a=0.OB3 H.0"MIN.. W CONCRETE VVPPROP,. PROAX MAX PIO ED LE 7 , J" arm W ..... _ C, BOTTOM OF CUMIN MINIMUM g address 1C hLL APPLICA EE RELOMMENOATIONS PROVIDEDaV THE B PO BL Y 1 Gnu •+"' MANUFACTURER SHALL BE IMPLEMENTED, G- r C.O. CLEAN OUT RED REQUIRED Orient NV 11957 2..THE SEPTIC TANK A VA OWTS SHALL BE INSTALLED AT a DB OISTRIBUTI ON ESCDHS SUFFOLK COUNTY DEPARTMENT OFLEVEL IN ALL DIRECTIONS(WITH A MAAMUM TOLERANCE IN u \ Ear ELEC, ELECTRICHEALTH SERVICES ANVDIRECTIONOF+I-ONEQUARTERINCH)ONAMINIMUM3INCH THICK(OR MANUFACTURER'S RECOMMENDATION)BED "��Y.CUEAR Z ELEV..ar EL. ELEVATION ST SEPTIC TANK OF PROPERLY LEVELED AND COMPACTED SAND(FREE FROM -- G GAS TO TOP OF,. m. HIGH-DE T,C ROCKS)OR PEA GRAVEL,BACKFILL SHALL BE PLACED ca HDPE POLYET LENErW TOP OF CURB J AROUND THE SEPTICTANKd IIAOWTS IN SUCH AMANNER AS 8=055H(35) o WIG SURCHARGE POLYETHYLENETW TOPER WALL I/A OWTS Layout TOAVOID DAMAGEANDCOMPALTEOIN6I1 C11 IFTS, ' ,7SHTo1,00H .. IIA OVVTS ALTERNTVEANW WATER Maria&George BACK FILL SHALL BE FREE OF LARGE STONES,STUMPS.AND ALTERNATIVE CWfITE WITH CONSTRUCTION DEBRIS, D 1 2 FT WASTEWA TREATMENT L., FOOTING LATERAL REBAR(Met)44 g1Z'MIN, SYSTEM CambOUrakIS P'Bppid nNeDbpr "I.�,I. #H OR:F.ANNEXECUTION,VERIFYONSRE.IFAPPLICABLE - FOOTING LONGITUDINAL REBAR(Alon)#4®1Z'MIN. INV.. INVERT Dow 1217#f2A LG LEACHING GALLEY :GR DE EUEVArJONS AT THE HOUSE HGR DE OUSE WASTE LINEWHERE LOCATIONS NVERERE THE TJSTALLE ATIONBTE MAN ETRATES, „W. Dravm by .�1t . . AN -HOUSE ASTELINDUTILITIES.INFRASTRUCTURES,ANLEVATIRULTURES property Tax Map#. C'r,,c dby HAAN ' -ANY TREES WHICH MAY AFFECT TO THE I OWTS INSTALLATION RETAINING WALL DETAILS 1000.022.00-01.,00.003 D00t004,000 `/�_ 2,. GARBAGE DISPOSAL UNITS SHALL NOT BE USE.WITH A IIA OWTS. 4" - -- ------- C•01 3, TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER Is HIGH OR FLOOD -- /Z'_�'-D�� Ye street adtlress `prn CONDITIONS EXIST, 200 Cedar Dnve East Marc.,NY 11939 '. Srale As indicated , i �,�Se 55oes yam. P'*�- 1 - - � PROJECT: ZONED: R40 REQ. EXISTING PROPOSED studio a/b architects ADDITION TO CAMBOURAK:IS RESIDENCE: LOT AREA ......... 40,000 ................ 36,642 .............. SAME AS EXISTING NC POOL AND POOL HOUSE LOT WIDTH .................................. 150 ......................... 196 .............. SAME AS EXISTING OK 651 Owner: LOT DEPTH .................................. 250 ......................... 200 .............. SAME AS EXISTING NC West Main Street, Riverhead, MARIA AND GEORGE J. CAMBOURAKIS FRONT YARD ............................... 40 ........................... 33.7 .............. SAME AS EXISTING NC Riverhead, NY 11901 631 591 2402 FRONT YARD, PROP.ADDITION 40 ........................... .............. 40.2 OK 40-12 281h Street, Long Island City, NY 11101 1 SIDE YARD ................................ 15 ........................... 37.4 .............. SAME AS EXISTING OK ly 323 1426 glynis@studioabarchitects.com 718.706.7196 2 SIDE YARDS ............................. 35 ........................... 130.9 .............. 123.4 OK lynis@studioabarchitects.com e-mail: gjc@set-ny.com REAR YARD ................................. 50 ........................... 81.2 79.6 OK """"""" mailing address: Site Address: LIVABLE FLOOR AREA................ 850 MIN. ................. 1,677.57.............. 2,838.56 OK PO Box 444, Orient, NY 11957 200 Cedar Drive, East Marion, NY 11939 BUILDING AREA........................... HOUSE ........... 1,677.57.............. 1,677.57 Tax Map#: ADDITION ........ 481.05 1000-22-01-4.1 (FORMERLY 1000-22-1-3 AND 1000-22-1-4) DECK ........... 1,162.67 ............. 1.162.67 client: DECK ADDITION.. ........... 75.36 3� ect: POOL ........... ........... 800.00 Maria & George Cambourakis studio a/b architects POOL HOUSE.. ............. 333.24 24190 Main Road, Orient, NY 11957 o TOTAL ............2,840.24 ............. 4,529.89 site address: phone:Main 323 , Orient, COVERAGE .................................. 20/o MAX. ............. 7.75/o .............. 12.4/o OK 200 Cedar Drive, East Marion, NY 11939 _.. ....26 to:: Ext. 01 e-mail: glynis@studioabarchitects.com hideaki@studioabarc:hitects.com EXISTING HILL PROP. 6' POOL FENCE email: gjc@set-ny.com HEIGHT IN STORY HEIGHT IN FEET ....................... 2 1 2 MAX. ...,......... 15.8 .......,....... 27.3 OK tax map#: 1000-22-01-4.1 SUMMARY OF WORK: ACCESSORY BUILDING/STRUCTURE POOLHOUSE ..................................................................................................... THE SUMMARY OF WORK SHALL INCLUDE MAX. HT./MIN. SETBACK ..... 18/ 10 ................... ............... 14.5/ 10.36 (TO SIDE) OK .. ..................... .....:...:_..:.._....... ... - ........................_ -.._..... ......................... ........ BUT IS NOT LIMITED TO: MAX. AREA 750 333.24 OK 3 ... -.._..:.. .. POOL . .::`.:. _..._ ..... :........ .i.....;... jl I ! 1. POOL ADDITION ! il� SETBACK 10 .............. 32.55 OK - - - m 1.1 ADD SWIMING POOL, POOL PATIO, POOL .,: !� .. --... _ - �- .,__., . . I FENCE, AND ALL RELATED EQUIPMENT ..... :..... ................................................................. ............ GFA Max. ........................................ 4,848.20 HOUSE, EXISTING ............. 1,677.57 - ;;...... s..:.: .: : .. :I ;: ;_: ................._.......: 2. POOL HOUSE ADDITION - 2.1 ADD POOL HOUSE 1 FLADDITION ..................... 481.05 e.m..: .�. . - - - -.._:---,First Floor AEPDOVED AS NOTED 2FL ADDITION ......................1,194.84 3. ALL RELATED MECHANICAL, PLUMBING " - ^�'r^" .. POOL HOUSE ...................... 333.24 SITE PLAN IS BASED ON SURVEY BY - 77 : . : , ,; _< DAT �_613.R# AND ELECTRICAL WORK _ - ! ..... -_-_ ; > : a POOI PatlO Level TOTAL ................................ 3,686.70 OK JOSEPH A. INGEGNO LAND SURVEYOR - _ _ PYRAMID RULE......................... 10+ 45 DEG ............................................. OK SEE SITE PLAN & DATED FEB 26, 2001, AND BY - - � � I -� -� � I 4� - T ��D BY: FE ELEVATIONS MICHAEL W. MINTO, L.S.P.C. - I r-i ISO IF BUILDINIO DEPARTMENTAT DATED AUG 15, 2024. ,'r M TO 4PM FOR THE Health Department: Required. New waste system is proposed and permit is on progress - - - F0t DEC: Not Required TWO SURVEYS DIFFER ON 1, Board of Trustee: Not Required 1. TAX MAP# DUIRED Planning Board: Not Required INGEGNO SURVEY SHOWS WHEN (2)-PROPERTIES CO- Typical West-East Section through Pool and 2 ZBA: Required. Pool ans Pool House cannot be located in the rear yard due to existing hill EXISTED. 3 Pool Patio 3 11BING MINTO SURVEY SHOWS AFTER (2)-PROPERTIES MERGED _ FLOOD ZONE: X To ONE. 1/8 - 1 -0 4. F;t i'.. -Ci ;v iF,tJ,�,ION MUST BE COIvIPL i_TL- F()�C.O. 2. ELEVATIONS AND REFERENCES: ALL CONSTAiJC'"ION Si-1,4LL MEET THE _ INGEGNO REFERENCED TO N.G.V.D. 1929 DATUM MINTO REFERENCED TO N.A.V.D. 1988 DATUM REQUIREMENTS OFTHFCODESOFNEW YORK STATE. NOT RESPON&BLF_ FOR _ SURVEY NOTES: DESIGN OR CONSTRUCTION ERRORS N _ SITUATED AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-22-01-03. AND 04 (INGEGNO) N TWO PROPERTIES WERE MARGED _ S.C. TAX No. 1000-22-01-04,1 (MINTO) o TOTAL AREA= 36,642.60 SQ.FT. (INGEGNO) l . ' 36,642 SQ.FT. (MINTO) No. Description Date 001 o ` 0.841 AC. {BOTH) 3 Ptoperties merge 11/22/24 / rn THIS PROJECT WAS DEVELOPPED USING INJEGNO EXISTING DECK 5 Revision 5 2!1/25 SURVEY. THEREFORE, ELEVATIONS ON THIS SITE PLAN 6 Revision 6 3/7/25 ARE REFERENCED TO N.G.V.D. 1929 DATUM POOL FENCE EXISTING ELEVATIONS ARE SHOWN THUS: 30.0 1 II EXISTIG CONTOUR LINES ARE SHOWN THUS: 30 FRAME DISTANCE FROM PROPERTY _ _ _ _ GARAGE _ `-~-- '' LINE TO HIGHEST POINT OF 1 ; r . ROOF,WHICH IS THE PYRAMID RULE CHECK POINT: EL. 37.2'-,. POOL EQUIPMENT _. -� SET x N/O/F 1- - --. J CONcI �39, GEORGE KAITERY SEE ELEVATION ON A.07 MON x 40.7 7 9gw o„ &ANTHOULA KAITERMODULARY ` I `? / A i .t ... S . WIRE FENCE �� SO^ o a0" 31'-4 1%8"+/- -5'-0 FENCE 24"W _ ✓" 1 f.`i.. \ y, _ _ ,,.� xa0.4M X 37.5 1 `j' MAN O C ;l 9 ' l` i- PROP. STEPS. 18 TREADS, 6' RISER _....._.:......._.... �. . .j.......... _. . ..........._..........._........{... .._.. _ - 1 _..4 , .......... 4�, RISER SHALL BE 4X4 ACQ, ' 7 6 4 _ - J r TREADS SHALL BE GRAVEL FILLED +/ _ I ` N �x 7.0 I- : m OL STEPS 0 o' 1 PO 1 r 44 S 36.8 _WOODED -...._._. _ ! m ,................. f .... _ o„ C c f' 'MIN ON N its, 0., \Y }`., / pfc R� V V A 1 1 'MO% + - ° EXISTING VE w Y - G L D PROP. 4 HIGH WOODEN FENCE, TYP. _._. ..... - -.._._1..._..........I. .. ........_...._.._._.._.. I �EOG�p�' 1 CONC. RA a _ - a C 1 \ \ r 6 +/ DIA. HOT TUB I CURB �.... _..I �- t � J � „___,-•_r-- v,46.5 � / .... EX IS CONC. WELL .................... ADDITION FRO a. 0 I l ....... _ f BLO K WALL T gETBACK) ................. . .. - fff 6 PROP.WASTEWATER SYSTEM �zF� , ao.z m = < t I fl s� x� 0 3 o .... _ C )' ...........,........._.....:.........._..., NEW CONC. RETAINING I s N �. m - _ _t « 1 1 r? G F 0' e"[ 0 45 5 _ n r n !1...._...._L... L_..._..........._ . _. 388 TS M ° P' j WALL FbUN ', 1 0 2s.2 (Fx TIN N A.101 ! j EXITING Ro ' rn 0 4 0 8 6' Is , !' 1 LAMP POST < I , VERTICAL 1X4 LATTICE { CESSPOOLOV 1 m _' 2' j ( p WALL W/36 X 80 GATE o / -...... _ f ) 50.0 1 y 2 -�.. i. Y I.... ..I j......_._.......;_............_...................... _... 11yy �r EXISTING TREE, TYP. 3 _ g o _ -o° s'-o° J ROOF OVER I I SLATEt _ ... .. .._.. ....... - - -----...-----.....__ ._....__ ........_ ..._..._ L. LANDING s b 1 .. FF. I�FR�� - - /" f 3-RISER STEPS j lc� :i of c,ud101d h t i -� 1� I DA V' a / R o _........ ---- -� _L.............t.............�...................... I.... ..,. ._._, )AJ 4 A� P F!� 1 035' E(B 1 1 51.0�, �.._ � '� � �26.2 pN FRONT S ACK)N �ba' i I. i �(?, -•IE A,K{,�� S j! .._.......__. .....o...........___- p.-� _ _ > DpIT_ _ f 0 ` 44 5 (1Fl A I. R i...._...._ t 1 . ...... 1 a Tr 1 _ r �% ;... i I 1 1 0 Z I t IMIN.FR ✓ _ f p 490 ; O m CA EXISTING DECK: N 1 400 t 6f pt �� ON ; Z �� „ C Z 1 S 89, 57 40 E m o o Z I m v ... F 200.00' 19 -6 �, .15-6 ._ SWIMMING POOL _.... - 4_.. .._,.....__' 'a aNG : POOL PATIO FOUND D __. _-._ .G__._ ._ _ �� `c 51.2 4 \ 1 - ` PIPE ' I -I l 1 EL. 44.0', p - x e oL m I _ m __.._�__._. 2so 1 F t / _ _ f m I ; O eoe4' ' I I __ .. .._. I Ry / r r mi ' - -- ER k� i A __..__._ PE RMEABLE PAV � (13 ( / CY t 1 t k 390__`._- t _ _ - 1 " �wi o - --- ---` ~ DRY JOINT ON - t -- -- 0 ___.. PR P. T 43 s t COMPACTED FILL` D NL DING FS 426 x I i f 1 '� f 5 m0 - -!--- --- � � 51.5 I . 1 � 5.0' W'� 1 / e y '.- jj 4 O �, _ \� I r FOR ER LINE �k.\ O If /t ®gg _ 1 i POOL -I POOL HOUSE a f " . . O POOL DE-WATERING PIPE t \ .... 1 v... ............. + -_ .._. _ ;_._ ... p� C 102 - - - -TO PROP. DW.ER ING �n PROP. t HOT TUB 4. ... .. 1 �. 1 m _.. _. PROPOSED SHRUB m 5.0' IN. PROJECT - ' ! y STORMWATER RET PRO N O w TYPE A, TYP. -- -- - _ ENSION __ C� PROP. 20'x40' POOL 1 0.o t O -- - -TRENCH DRAIN AND PIPE Ca m bo u ra ki s APPROX. ti. 1 X a o t 51.3 _ �� i z _._� t ! TO PTOP. DW. LOCATIONPROPOSED T OF POOL I v z j . . .... ....;. i _... 1 TYPE B TYPSHRUB w 4 t P P OOL FENCE, - ` \ QU PMENT ' 1 a o _ _ -, _ __ _. __.f Residence 1 3 t { . ; Ox- o I GA EIGHT 6 MAX., 4,MIN. '. PROP. POOL PATIO EL. 44.0 �. ! � m 5.0'MIN. a (n 70.--.. 1 �- PERMEABLE PAVER DRY JOINT 4. Ica I 9j z ___.. ' - SILT FENCE OR �°°o t I ' 1� 1 m /I :t FILL GRADE FLI�H Te _..3g HAY BALE, OR :.:....:. R- 1 1 A. ATIO SURFACE, TYP. o° BOTH - - 3 o _.. _ . -. ... ,P/ QQ � 1 �( x �374 E -'-�--m --' - - - /- A`.,KE�FP1/3MIN. SLOPE -'" BV' � «� 5 A.102 Project Site Plan Pool & -- S'' 200 / 7 .................. ........... A.102 I PROP. POOL DE-WATERING AND 3 - o w,_ STORMWATER RETENSION DW 1 1 Pool House Layout IA. D W/GRATE '.........:.. '.. I F,\ �. 25 75 ' " 5 _ +/ ............. TRENCH DRAIN - . - SO', 4.16' A w 7SENC � ,,.�,,��;s . :,. ^- 38,CREr a, ors r A A s L -- "SETCONC x_ ob o-_ -- Pro'ect number 23018 0 o a a - t - - - - - } MON 1 -u ,/ =s a� �A W l o o - - - - t `W �� :. , 5/17/2024 o - - .-.._ ` 37 6 v+ "' Ys 4S; o a o Date waaoED S 4 I o Q a _ 200 00' ... .............. °° A.10 o,. A4 A5` 2 � � o 1 AB,a ° 'o•. �: ' a�;° Drawn by HA Q I I 1 N10lF� '� !, I PYRAMID RULE MEASURE POINT NIKI MANGOS _ - - - - g _ Checked by GB - _ - - - - � PROPERTY LINE ELEV. 41.7 +/ - M SIDE SETBACK, AS WELL AS DISTANCE FROM PROPERTY LINE TO HIGHEST POINT OF 17 iE ROOF,WHICH IS THE PYRAMID RULE CHECK POINT: EL. 37.2' SEE ELEVATION ON A.07 I Pool Patio anJ Pool House Layout - A. 101 LO N n Site Plan - Dependent 1 2 Dependent 1 N 1" = 20'4' 1/8" = 1'-0" Scale As indicated co i studio a/b architects 8"THICK PRECAST 651 CAST IRON CONCRETE West Main Street, Riverhead, GRATE & FRAME TRAFFIC BEARING SLAB. Riverhead, NY 11901 6"CONC. SLAB IF NOT 631 591 24 PRECAST UNDER DRIVEWAY 631 323 1426 STORMWATER RETENTION DRY WELL CALCULATIONS: SITE DRAINAGE NOTES: CONCRETE PAVEMENT OR GRADE glynis@studioabarchitects.com RISER SURFACE AREA 1 EXISTING HILL, PART OFAREA CONTRIBUTING TO POOL PATIO 1. All Below Grade Drainage Pipe shall be 4" Diameter Class 2400 Pipe. mailing address: AREA 2 POOL.PATIO & POOL HOUSE 2. All Pipe Connections shall provide for Water Tight seals to prevent leakage. 2 " PO Box 444, Orient, NY 11957 AREA 3 YARD,CONTRIBUTING TO DRYWELL 3. All vertical and horizontal changes in Pipe direction shall utilize 90 degree sweeps or a _ combination of two(2)-45 degree angle bends to provide for a uniform flow in all directions. Cq ZONE SURFACE TYPE AREA(SF) COEFF. CONTRIBUTING AREA(SF) 4. All Horizontal Drainage Pipe shall have a minimum pitch of 1/4" per foot. PITCH 1/4" PER FOOT, MIN. 2b" ® i CLEAN SAND client: AREA 1 PLANTED SLOPE 2,382 0.1 238 &GRAVEL 5. All Class 2400 Pipe connections, where required, shall be fully grouted to Precast ® Maria & George Cambou rakis AREA 2 PERMEABLE PAVEMENT 2,556 0.1 256 Concrete Leaching Rings with Concrete Mortar. INLET: 4" FILL AREA 3 PLANTED SLOPE 9,412 0.1 941 6. All Leaching Pools shall have Cast Iron Grate& Frames to Final Grade or Finished DIAMETER I ® 8' DIA. PRECAST TOTAL 1,435 w site address: Paved Surface. CLASS 2400 CONCRETE 7. Leaching pools shall be precasted concrete cement structures as manufactured by 0 PIPE I LEACHING RING, 200 Cedar Drive, East Marion, NY 11939 TOTAL CONTRIBUTING SURFACE AREA: 1,435 SQ. FT. suffolk recast inc. ore equivalent. 0 tel: 718.706.7196 Ext. 101 1,435 SQ.FT. X 2 INCH/hr RAIN =239.17 CUFT p q O= I — TYP. PERMEABLE GRADE SURFACE 8. All concrete cement used in the manufacturing of precast structures shall develop a Of � � ®® — email: gjc@set-ny.com USE 8' DIA. POOL WITH 42.24 CUFT/VF Q O KI __ „ minimum compressive strength of 4,000 P.S.I. in 28 days. O a.O 24 239.17 CUFT/42.24 CUFT/VF= 5.67VF REQUIRED =� II 9. All drainage structures shall be placed in acceptable leaching soils. In the event poor �_j � �I I I I = tax map#: 1000-22-01-4.1 USE ( 1 )-LEACHING POOL, 8 FT DIA. 6 FT DEEP leaching material is encountered, excavation is to be continued to suitable material and (0 O O z �I1T—��T�11 I ® = I III GRAVEL FILLED backfilled as detailed. = a n Q 111E 1 ® �11111=11111 v TRENCH 10. No trench, pit, or other excavation shall be left open and unattended. Excavations shall =_ mT be protected as directed by the Architect with fences, barricades and other approved _ _ CLEANS ND& — + .7 — _.Z . methods. No direct payment will be made. �F�AVEL —"' a FILTER FABRIC 11. Invert elevations may be adjusted in the field to meet field conditions. iJ _ — GROUND WATER — — — — — — — - - 4" DRAIN TILE — I— —I — SLOPED 1/8" PER GRATE TO GRADE FOR POOL HOUSE, POOL PATIO, AND POOL 12" MIN. Stormwater Management Typical Leaching Stormwater Management-Typical Trench n Pool Drywell Detail n Drain Detail Copy 1 N.T.S. 1/2" = 1'-0" LEAVE 6" EXPOSED PERMEABLE PAVEMENT NOTES: GRAVEL AREA FOR 1. BASE MATERIAL: A GRADED AGGREGATE MATERIAL, LOW IN FINES, ANGULAR IN SHAPE, RANGING PERMEABLE PAVEMENT DRAINAGE IN SIZE FROM 3/8"TO 3/4". 2. GRADED AGGREGATE MATERIAL OF UNIFORM QUALITY THROUGHOUT SHALL BE SUBSTANTIALLY GRASS FREE FROM VEGETABLE MATTER, SHALE, LUMPS AND CLAY BALLS, ETC. INFILTRATION BASE: CLEAN AREA 3. BASE MATERIAL CANNOT BE OF ROUND NATURE AS THIS WILL NOT LOCK TOGETHER WHEN COARSE AGGREGATE COMPACTED AND WILL NOT PROVIDE ADEQUATE SUPPORT UNDER THE POROUS PAVE INSTALLATION. DEPTH AS PER VOID RATIO BASE SHOULD BE A 3/8 TO 3/8"CLEAN WASHED STONE. (SEVOID- ) DEPTH 4. BASE MAYBE REQUIRED TO BE THICKER IN APPLICATIONS WHERE HIGH WATER HOLDING CAPACITY (SEE NOTES) IS NEEDED. CRUSHED ROCK, AS SPECIFIED ABOVE HAS APPROXIMATELY 18%VOID SPACE. ONE 40/o VOID-5 DEPTH _ _ R. 2 RAIN l ° O _ SQUARE FOOT OF BASE 4"THICK WILL HOLD APPROXIMATELY 100 CUBIC INCHES OF WATER. " FALL PRODUCE 288 CF OF WATER. 12"THICK OF BASE COURCE WILL RETAIN THE 2" RAIN.E WELL DRAINING SOIL j:::......:.::::::.' 6. INSTALLATION OF BASE: BASE MATERIAL SHOULD BE INSTALLED USING EQUIPMENT CAPABLE OF No. Description Date SPREADING THE MATERIAL IN A EVEN FASHION 7. AREAS OF BASE WHERE SAND OR SILT BECOME MIXED TOGETHER WITH THE BASE DURING { ON SHOULD BE REMOVED AND REDONE TO ENSURE ADEQUATE COMPACTION AND „ a _ a PERMEABLE PAVEMENT INSTALLATION -` ' ° f 8.0 COMPACTING BASE: FINISHED BASE MUST BE COMPACTED UNIFORMLY TO A DENSITY OF NOT LESS o" THAN 95% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, METHOD D. ENSURE THAT BASE IS INSTALLED AND COMPACTED A MINIMUM OF 6" BEYOND THE PROPOSED AREA OF POROUS aa' PAVE INSTALLATION. IF THE BASE MATERIAL DOES NOT HAVE THE PROPER MOISTURE CONTENT TO 0- ENSURE THE REQUIRED DENSITY, WET OR DRY THE BASE AS NECESSARY TO ACHIEVE 95% n ff / C f / - COMPACTION UNIFORMLY THROUGHOUT THE ENTIRE AREA. Lill PROP-WASTEWATER SYSTEM f 1< � Typical Sltework Details Co 1 f ? F NEW CONC. RETAINING „ _ „ 1 I WALL 1/2 - 1 -0 1 I i t l EXISTING TREE, TYP€ tt i j ff u-m FLOW LL Uri - lI (jJJ =W g at 41'_0„ O� 4,� VERTICAL f/ OS� t��• SLOPE FACE 43,_0" 43,_0,: .:_' / PROPOSED PERSPECTIVE VIEW SILT FENCE OR BEDDING DETAIL % ! HAY BALE OR BOTH 36" MINIMUM 2 x 2 f ' ANGLE FIRST STAKE TOWARD '� - - - i FENCE POST PREVIOUSLY LAID BALE PROPOSED SHRUB WOVEN WIRE FENC ' Y (6 x 6 - 10110 WWF) Z FLOC - - — TYPE YP. , , A T PROPOSED SHRUB FILTER CLOT 04 -IA TYPEB,TYP. �� / PROPOSED EMBED FILTER CLOT I+ • " / D MIN. 6" INTO GROUND _ R RYWELL, z ss'_o„ 8 DIA 6' DE W/GRATE , n I. y NOTE. MAXIMUM DRAINAGE AREA 1 1 1/2 ACRE / 100 LINEAR FEET - TYPICAL SILT FENCE SECTION DETAIL TYPICAL HAY BALE ANCHORING DETAIL TRENCH DRAIN ; g � CREATEA SWALE - -� PROJECT Cambourakis Stormwater Management Typical Silt Fence n and Hay Bale Details Copy 1 Residence N.T.S. DRAINAGE AREA 1: 2,382 SF Stormwater Retention EXISTING HILL, PART OF AREA CONTRIBUTING TO POOL PATIO System Layout, Planting DRAINAGE AREA 2: Layout 2,556 SF POOL PATIO & POOL HOUSE Project number 23018 DRAINAGE AREA 3: Planting Type Date 5/17/2024 9,412 SF YARD CONTRIBUTING TO Plant Type Common Name Ht Drawn by C,B a DRYWELL Checked by HA rn Stormwater Retension System Layout, Shrub Type A Schip(Skip) Laurel 5'- 15' M 1 Planting' Layout Shrub Type B Northern Bayberry 3'-12' A . 101 2 N 1 = 'P 20-0CD N Scale As indicated M i PROJECT: ZONED: R40 REQ. EXISTING PROPOSED studio a/b architects ADDITION TO CAMBOURAKIS RESIDENCE: LOT AREA .................................... 40,000 ................ 36,642 .............. SAME AS EXISTING NC POOL AND POOL HOUSE LOT WIDTH .................................. 150 ......................... 196 .............. SAME AS EXISTING OK 651 Owner: LOT DEPTH .................................. 250 ......................... 200 .............. SAME AS EXISTING NC West Main Street, Riverhead, MARIA AND GEORGE J. CAMBOURAKIS FRONT YARD ............................... 40 ........................... 33.7 .............. SAME AS EXISTING NC Riverhead, NY 11901 631 591 2402 FRONT YARD, PROP.ADDITION 40 ........................... .............. 40.2 OK 40-12 28th Street, Long Island City, NY 11101 1 SIDE YARD ................................ 15........................... 37.4 .............. SAME AS EXISTING OK ly 323 1426 glynis@studioabarchitects.com 718.706.7196 2 SIDE YARDS ............................. 35 ........................... 130.9 .............. 123.4 OK lynis@studioabarchitects.com e-mail: gjc@set-ny.com REAR YARD ................................. 50 ........................... 81.2 .............. 79.6 OK mailing address: Site Address: LIVABLE FLOOR AREA ................ 850 MIN. ................. 1,677.57 .............. 2,838.56 OK PO Box 444, Orient, NY 11957 200 Cedar Drive, East Marion, NY 11939 BUILDING AREA........................... HOUSE ........... 1,677.57.............. 1,677.57 Tax Map#: ADDITION ........ ............. 481.05 1000-22-01-4.1 (FORMERLY 1000-22-1-3 AND 1000-22-1-4) DECK ........... 1,162.67 ............. 1.162.67 client: DECK ADDITION.. ............. 75.36 �3 ect: POOL ........... ............. 800.00 Maria & George Cambourakis studio a/b architects POOL HOUSE.. ............. 333.24 TOTAL ............2,840.24 ............. 4,529.89 site address: phone Main Road, Orient, N`( 11957 COVERAGE .................................. 20% MAX. ............. 7.75% .............. 12.4% OK i - 200 Cedar Drive, East Marion, NY 11939 phone: 631 .... - ------:.:............ ......:......_....._ e-mail: glynis@studioabarchitects.com ___.__ tel: 718.706.7196 Ext, 101 HEIGHT IN FEET.......................... 35 MAX. ................. 15.8 27.3 OK __: W_. .. ._ _..... ...:.... email: gjc@set-ny.com hideaki@studioabarchitects.com HEIGHT IN STORY .................... 2 1/2 MAX. ............. 1 . 2 OK EXISTING HILL PROP. U POOL FENCE tax map#: 1000-22-01-4.1 SUMMARY OF WORK: ACCESSORY BUILDING/STRUCTURE POOLHOUSE ........................................................................................ MAX. . ..... ................... ............... . / . (TO SIDE) OK -" "` :.............._......__.........................._......._........................................................_-.............. �_ HT/MIN SETBACK 18/ 10 145 1036 THE SUMMARY OF WORK SHALL INCLUDE T :____.-.------.........._.. ................................. . .... .................. . .... .. .24 O K _. - MAX. AREA 750 333 3 a..:_........... .:.:..::.:.. BUT IS NOT LIMITED TO. `� 1. POOL ADDITION SETBACK 10 POOL I, 32.55 OK 1.1 ADD SWIMING POOL, POOL PATIO, POOL -! - FENCE, AND ALL RELATED EQUIPMENT ::::: :::::...... ......................:::. Max ........................................ , . , EXISTING ............. 1,677.57 - _ .,.,.. :.;...:.:. :.. . A ... --- 2. POOL HOUSE ADDITION � '-" GFA 484820 HOUSE -� I...--....- t 1 FL ADDITION ..................... 481.05 2.1 ADD POOL HOUSE - r ..,;. ...:° `. . - - - First Floor 2FLADDITION ......................1,194.84 - ! .._.�._ >�:�w...� ... ...-.. .. .. 3. ALL RELATED MECHANICAL, PLUMBING ._.,. �� -•- 46' 8 3/8" POOL HOUSE ...................... 333.24 SITE PLAN IS BASED ON SURVEY BY & - _-_ AND ELECTRICAL WORK _ - POOI Patio Level TOTAL _................................ 3,686.70 OK JOSEPH A. INGEGNO LAND SURVEYOR _ --'� '�--I = PYRAMID RULE......................... 10+45 DEG ............................................. OK SEE SITE PLAN & DATED FEB 26, 2001, AND BY -� _ _ ! ! ! � ! I 4' - 0" ELEVATIONS MICHAEL W. MINTO, L.S.P.C. - - DATED AUG 15, 2024. Health Department: Required. New waste system is proposed and permit is on progress - DEC: Not Required TWO SURVEYS DIFFER ON Board of Trustee: Not Required 1. TAX MAP# Planning Board: Not Required INGEGNO SURVEY SHOWS WHEN (2)-PROPERTIES CO- Typical West-East Section through Pool and ZBA: Required. Pool ans Pool House cannot be located in the rear yard due to existing hill EXISTED. Pool Patio FLOOD ZONE: X MINTO SURVEY SHOWS AFTER (2)-PROPERTIES MERGED 1/8" __ 11-011 TO ONE. --�, 2. ELEVATIONS AND REFERENCES: INGEGNO REFERENCED TO N.G.V.D. 1929 DATUM MINTO REFERENCED TO N.A.V.D. 1988 DATUM SURVEY NOTES: N SITUATED AT EAST MARION TOWN OF SOUTHOLD -\ SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-22-01-03. AND 04 (INGEGNO) TWO PROPERTIES WERE MARGED N S.C. TAX No. 1000-22-01-04,1 (MINTO) TOTAL AREA= 36,642,60 SQ.FT. (INGEGNO) CO- 36,642 SQ.FT. (MINTO) No. Description Date 0 0,841 AC. (BOTH) 0 3 Ptoperties merge 11/22/24 m THIS PROJECT WAS DEVELOPPED USING INJEGNO EXISTING DECK 5 Revision 5 2/1/25 SURVEY. THEREFORE, ELEVATIONS ON THIS SITE PLAN 6 Revision 6 3/7/25 ARE REFERENCED TO N.G.V.D. 1929 DATUM POOL FENCE { I I !I c3, EXISTING ELEVATIONS ARE SHOWN THUS: 30.0 t 1 o EXISTIG CONTOUR LINES ARE SHOWN THUS: 30 FRAME - DISTANCE FROM PROPERTY I' GARAGE - I " LINE TO HIGHEST POINT OF i ROOF, WHICH IS THE PYRAMID .� ` 1 �- POOL EQUIPMENT SET RULE CHECK POINT: EL. 37.2' .,, + t _ _ x . . : N/O/F ... . CONC i -. \ SEE ELEVATION ON A.07 ----MON x 3s,, GEORGE KAITERY � 40.E S 750 °° &ANTHOULA KAITERY i. 0 / I MODULAR + 0 31 4 1/8 / 15, `�\� 1W 5; _ 5, WIRE FENCE 7 X \ O E 4°, o o v�n 11� ` - - +- -0, Cn FENCE 24"W x4a.4 x 37.5 11 S011 E N ONC F _ . ,> .._., MO PROP STEPS 18 TREAD RISER - o , 41%0„ t --- - - t RISER SHALL BE 4X4 ACQ, v '+/ i �..._ ... 7 -6 ty� 1, ... _ I N x I 42 o 79° 41.1 I 7.0'+l- 1 o POOL STEPS ti_ 00 _ I .�� 1 TREADS SHALL BE GRAVEL FILLED 38 1 36.8 ...._. . w /1 ✓ ' I 1....._.....I,..... ......... �.. ..... ... ......:.............+..........._....._............y._.. r.... ......_..._: . - -._.._._.._.. 1 WOODED SET CONC N I c 1 1 r _44' 0' !.... w _ \ 0 0'M t I •-._„4S, � � MON + _ 14es...�. I N WA I - ° �' L o EXISTING EL DR1�1 I rI, ...... __ .._ rnp PROP. 4 HIGH WOODEN FENCE, TYP. 4 ........ . ...._...................._..............._.- '... _... CONC. f aa` a._ ;' 6 +/-DIA. HOT TUB _.._._...+. -�- ¢ CURBEXIS 1j f l F�46.5 \ �, BLO KWALL. WELL4TBACKI _..45, (..)� ... ._ _ .. �._... / / f � % PR SYS7 M t t 1 j I 4npDD�TIONFRO g f m _ f t \�C -1 (2FL 40. ° I, t NEW CONC. RETAINING _ I _� 3370 x45.5 3 �.._ ._. RO A' t m rn -0" 4 -0' of I 1 i WALL c� 3&8 7 �CISTING F ON SE�B 0 e, o A.101 8'-6" -- ' L........_ - - FOUN15,EXISTING � � 1 z 26.z rl ( N � 1 VERTICAL 1X4 LATTICE a I LAMP POST. ' m r j" `• / CESSPOOL QOV 2'-0" L. WALL W/36 X 80 GATE o m 2'-0" I'Sao t _. .... ... I , EXISTING TREE, l-YP. 1 y i I 38.3 /, t - - i 1 1 \ y ROOF OVER O! ..... 1 11 6' 6" 20 1 ' 0" I 18' r ' I Iy �i m� V5E ro / _ ... -CONC&SLATE ... _...... _.._ II. LANDING a s t... 3-RISER STEPS o o FF. E®PS YARD - _._... . t. --t . i 1 0 ¢..... 17Rf^ / E F' � '4 ao`84'�`• t'' ' E _t �tT€1 r_- --i'�-p_w1 `• : Q O�26.2 1- FLADDIoT IMONIN F'RFR5HRO'O NNTT YEATRBDA CK}- ,< I I !bP jOAJ403 ._............... . f ,..._....44 ..... ........... coA"1 1 1 --- j --°I I ' I !R I (1��.➢n x< D, =Ai�Kv`..»/..,,S ............. .. . _.... .. �.._._..._.._.._._._... 490 C m (1)OcZD �< ,,�p°•, � ,. v n;T`t1IG7ECK cn IS $ 89°57,40, E m m -6 D 19 -6" O POOL PAT[ SWIMMING POOL I I FOUND O �._.__O �D �.�__ 1 EL. 44.0',5r2 o PIPE - t ! PERMEABLE PAVER I n£ 4fi1 1 1 I DR Y-J O, INT ONto p COMPACTED FILL �Ik P. AN rx 43.642.6 _ � ........_........................... 5.0 O t 1'. {.,ZI ..... .OR POOL AND a ° $ I WATER LINE _ ��► {'. I.'.. _ POOL DE-WATERING PIPE N S i O - POOL HOUSE- w_ P i o L..m - ...... t 102 TO PROP. DW. o PROP. 1 v PROP 8 DIA. cn o I I. cfl _._. - __... I PROJECT HOT TU r :( ....,._,...._ PROPOSED SHRUB oo _.._ .__......._ ..-. 5.0'MIN.; ! ..... ...__..; O I. ..........:......'......._....:...... w I N '' TYPE A,TYP. : ! 11 2 ! STORMWATER RETENSION I y N o O U PROP. 20'x40' POOL APPROX. TRENCH DRAIN AND PIPE xa ° - _ Aoo' ii urakis 51.3 1 - i a0 t - LOCATION , b O tom' l w E PROPOSED SHRUB TO PTOP. DW. - - I OF 00�. �� _........ � d' z ;�¢� TYPE B, TYP. i , , 1 � P . POOL FENCE, � ' I ` QU PMNT a m _ ___ .. ____ Residence 5 I, �x� II v `�-' GA EIGHT 6' MAX., 4',MIN. I ' .......... ........... - - 6 1 B9 5.y mill 1 � cn ��< __ � _ ' PROP. POOL PATIO, EL. 44.0': � I � ' _...._. _._....._ � 1 P `0 ( i ' t `z _ ._ - PERMEABLE PAVER DRY JOINT SILT FENCE OR - ° r i __,- . ..._.__ _ m } f FILL GRADE Ftl1SH 1fl -� 39.0„ BOTH HAY ALE OR °°F PA"hO SURFACE TYP. _-- B8.Cr - I 1 s, x 73?4 � ��m ,_ .�_ _. _ _ � EEP 1/3MIN. SLOPE ".. _ e_ - A.102 , Project Site Plan , Pool & _ .. -- 1 �5 i Tea o I ._ -----'" ........ _ A.102 3 PROP. POOL DE-WATERING AND o W w Pool House Layout ` 5 75 ; /"�-• STORMWATER RETENSION DW-� I 5 D W/GRATE co 75 1 / TRENCH DRAIN B8 Sol. 4.1s' L / o ` f C REATE A SWALE , .. ' i ~" ~38, PSEC �° �s-�tlr� � <'�, = : s�«�e �'�;, mffi"s �� '•re »� ^:s ,a-<•we �,:m >�. ET N ,°„, obo-_ S CO C-a- - o A - - , = 4 Project number 23018 5/17/2024 v/o A A'- 1 O o O cWo- ---f �, ' I A / _ MON t ca 4 , I E P OODED P 37 6 \ `V - ........... vj 4S`°„ 1021 4p, a Date ps- 1 011 N ° Drawn by HA Q N/O/F\ 1 - PYRAMID RULE MEASURE o POINT NIKI MANGOS ' _ - - - - - - - I PROPERTY LINE ELEV. 41.7' +/� Checked by GB SIDE SETBACK, AS WELL AS DISTANCE FROM PROPERTY LINE TO HIGHEST POINT OF - - o 1 ROOF,WHICH IS THE PYRAMID RULE CHECK POINT: EL. 37.2' SEE ELEVATION ON A.07 Pool Patio and Pool House Layout -g A. 101 LO Site Plan - Dependent 1n Dependent 1N 1" = 20'4' 1/8" = 1'-0" Scale As indicated M i studio a/b architects 8"THICK PRECAST CAST IRON CONCRETE 651 West Main Street, GRATE & FRAME TRAFFIC BEARING SLAB. Riverhead, NY 11901 6"CONC. SLAB IF NOT 631 5912402 PRECAST UNDER DRIVEWAY 631 3231426 STORMWATER RETENTION DRY WELL CALCULATIONS: SITE DRAINAGE NOTES: CONCRETE PAVEMENT OR GRADE glynis@studioabarchitects.com RISER SURFACE AREA 1 EXISTING HILL, PART OF AREA CONTRIBUTING TO POOL PATIO = mailing address: 1.All Below Grade Drainage Pipe shall be 4 Diameter Class 2400 Pipe.AREA 2 POOL PATIO& POOL HOUSE 2.All Pipe Connections shall provide for Water Tight seals to prevent leakage. PO Box 444, Orient NY 11957 2 i AREA 3 YARD CONTRIBUTING TO DRYWELL 3.All vertical and horizontal changes in Pipe direction shall utilize 90 degree sweeps or a ; combination of two(2)-45 degree angle bends to provide for a uniform flow in all directions. ZONE SURFACE TYPE AREA(SF) COEFF. CONTRIBUTING AREA(SF) 26" ® i CLEAN SAND PLANTED SLOPE 2,382 0.1 238 AREA 1 4.All Horizontal Drainage Pipe shall have a minimum pitch of 1/4" per foot. PITCH 1/4' PER FOOIj, MIN. & GRAVEL client: 5.All Class 2400 Pipe connections, where required, shall be fully grouted to Precast AREA 2 PERMEABLE PAVEMENT 2,556 0.1 256 Concrete Leaching Rings with Concrete Mortar. INLET:4" FILL Maria & George Cambourakis AREA 3 PLANTED SLOPE 9,412 0.1 941 6. All Leaching Pools shall have Cast Iron Grate& Frames to Final Grade or Finished DIAMETER i TOTAL 1,435 Paved Surface. w ® 8' DIA. PRECAST site address: cn CLASS 2400 CONCRETE 7. Leaching pools shall be precasted concrete cement structures as manufactured by Z) PIPE LEACHING RING, 200 Cedar Drive, East Marion, NY 11939 TOTAL CONTRIBUTING SURFACE AREA: 1,435 SQ. FT. 0 1,435 SQ.FT, X 2 INCH/hr RAIN = 239.17 CUFT suffofk precast inc. or equivalent. p= I I I— TYP. PERMEABLE GRADE SURFACE tel: 718.706.7196 Ext. 101 8.All concrete cement used in the manufacturing of precast structures shall develop a Of F-_J I ®® — email: gjc@set-ny.com USE 8' DIA. POOL WITH 42.24 CUFTIVF ¢0 ® =_ minimum compressive strength of 4,000 P.S.I. in 28 days. 0 a 0 24"+/- 239.17 CUFT/42.24 CUFT/VF= 5.67VF REQUIRED U- = (I 9. All drainage structures shall be placed in acceptable leaching soils. In the event poor zo �,�o_ I tax map#: 1000-22-01-4.1 leaching material is encountered, excavation is to be continued to suitable material and O O 2 USE ( 1 LEACHING POOL, 8 FT DIA. 6 FT DEEP �f�1T�ff11 I I ® I I GRAVEL FILLED )- backfilled as detailed. = a a-Q illll 1 10. No trench, pit, or other excavation shall be left open and unattended. Excavations shall I==TM TRENCH be protected as directed by the Architect with fences, barricades and other approved CLEANS ND& = I . .7 + - - — methods. No direct payment will be made. _ — — �F�AVE1= _ 11. Invert elevations may be adjusted in the field to meet field conditions. - —_ FILTER FABRIC GROUND WATER — 4" DRAIN TILE — — SLOPED 1/8" PER GRATE TO GRADE FOR POOL HOUSE, POOL PATIO, AND POOL 12" MIN. Stormwater Management Typical Leaching Stormwater Management-Typical Trench n Pool Drywell Detail n Drain Detail Copy 1 N.T.S. 1/2 1'-0" LEAVE 6" EXPOSED PERMEABLE PAVEMENT NOTES: GRAVEL AREA FOR 1. BASE MATERIAL: A GRADED AGGREGATE MATERIAL, LOW IN FINES, ANGULAR IN SHAPE, RANGING PERMEABLE PAVEMENT DRAINAGE IN SIZE FROM 3/8"TO 3/4". 2. GRADED AGGREGATE MATERIAL OF UNIFORM QUALITY THROUGHOUT SHALL BE SUBSTANTIALLY GRASS FREE FROM VEGETABLE MATTER, SHALE, LUMPS AND CLAY BALLS, ETC. INFILTRATION BASE: CLEAN AREA 3. BASE MATERIAL CANNOT BE OF ROUND NATURE AS THIS WILL NOT LOCK TOGETHER WHEN COARSE AGGREGATE COMPACTED AND WILL NOT PROVIDE ADEQUATE SUPPORT UNDER THE POROUS PAVE INSTALLATION. DEPTH AS PER VOID RATIO � { BASE SHOULD BE A 3/8"TO 3/8"CLEAN WASHED STONE. 18%VOID- 12" DEPTH _ 1 t (SEE NOTES) 4. BASE MAYBE REQUIRED TO BE THICKER IN APPLICATIONS WHERE HIGH WATER HOLDING CAPACITY \ 4 ° V - " IS NEEDED. CRUSHED ROCK, AS SPECIFIED ABOVE, HAS APPROXIMATELY 18%VOID SPACE. ONE R. 2 RAIN 0/o VOID 5 DEPTH „ SQUARE FOOT OF BASE, 4"THICK WILL HOLD APPROXIMATELY 100 CUBIC INCHES OF WATER.•a " ..- _-_ FALL PRODUCE 288 CF OF WATER. 12 THICK BA E R E WILL WELL DRAINING SOIL � _. ;-�.:. L..._. OF S COU C LL RETAIN THE 2 RAIN 1 M•- W_._._.._...-�•�,-_._.___„__ SHOULD BE INSTALLED USING EQUIPMENT CAPABLE OF ................. 6 INSTALLATION OF BASE- BASE MATERIAL SH o Description ate ✓ — { e" SPREADING THE MATERIAL IN A EVEN FASHION. 7. AREAS OF BASE WHERE SAND OR SILT BECOME MIXED TOGETHER WITH THE BASE DURING ao' 1 I PERMEABLE PAVEMENT INSTALLATION SHOULD BE REMOVED AND REDONE TO ENSURE ADEQUATE COMPACTION AND ar_o„ . �� I ° RP FINISHED BASE MUST BE COMPACTED UNIFORMLY TO A DENSITY OF NOT LESS `. SUPPO 8. COMPACTING BASE- 1 • ti : , .,� � a �, r . .."'� ��- �A3_o°-•-" THAN 95%OF THE MAXIMUM DENSITY AS DETERMINED BYAASHTO T-180, METHOD D. ENSURE THAT BASE IS INSTALLED AND COMPACTED A MINIMUM OF 6" BEYOND THE PROPOSED AREA OF POROUS PAVE INSTALLATION IF THE BASE MATERIAL DOES NOT HAVE THE PROPER MOISTURE CONTENT TO ENSURE THE REQUIRED DENSITY, WET OR DRY THE BASE AS NECESSARY TO ACHIEVE 95% ----- o COMPACTION UNIFORMLY THROUGHOUT THE ENTIRE AREA. 1 ; �PR"OP.WASTEI�JA ER &YSTEM I f a 4 T ical Sitework Details Co 1 ? NEW CONC. RETAINING '• 1 ' WALL °;."# 1 _ 1/2" 1'-0" yr } 10 - a EXISTING TREE, TYP. % //" t L'-Q FLOW 1 L —�� LL 1 4 r J �W i ^ t� t l ) 1 Y i t 4r-0' -o ' ,^� O 4 VERTICAL _.42'_0" , / .� F� SLOPE / �O FACE � � PROPOSED PERSPECTIVE t ,� ► ' �o _. SILT FENCE OR BEDDING DETAIL VIEW HAY BALE, OR ��"'-•- BOTH - - -- - �-�= 36" MINIMUM 2 x 2 -- - - - ! FENCE POST ANGLE FIRST STAKE TOWARD ,__.,ram' �> d PREVIOUSLY LAID BALE - PROPOSED SHRUB ` ,� '� % ' 6._...,�....�•�'..., J WOVEN WIRE FENC _ 2 1 _. _ _ - 1N. / % TYPE A,TYP. (6 x 6 10/10 WWF) Z FLOW t ( HRUB fCLOT' fi An FILTER CLOT e 1 PROPOSED SHRUB f ' o f TYPE B, TYP.I O O. O O.• O. O, O; O.kQ __ _ - iy iv' �-I/I o� " PROPOSED EMBED FILTER CLOT 1 ' Y DRYWELL MIN. 6" INTO GROUNDf- k 8' DIA. 6' DEEP 1 1 Y r 39�.o., W/GRATE NOTE: L � MAXIMUM DRAINAGE AREA r f 1 1/2 ACRE / 100 LINEAR FEET ' f TYPICAL SILT FENCE SECTION DETAIL TYPICAL HAY BALE ANCHORING DETAIL TRENCH DRAIN " CREATEA SWALE _0 ' r,. ;�,�. w �..•• .r ,� Q�«� �� ..�.; 8 0•• PROJECT Cambourakis # f Stormwater Management Typical Silt Fence and Ha Bale Details Co 1 I , N.T.S. y Copy Residence DRAINAGE AREA 1: 2,382SF Stormwater Retention EXISTING HILL., PART OF AREA CONTRIBUTING TO POOL PATIO System Layout, Planting DRAINAGE AREA 2: Layout 2,556 SF POOL PATIO& POOL HOUSE Project number 23018 DRAINAGE AREA 3: Planting Type Date 5/17/2024 9,412 SF YARD CONTRIBUTING TO Plant Type Common Name Ht Drawn by GB � DRYWELL Checked by HA M 1LIH Stormwater Retension System Layout, Shrub Type A Schip(Skip) Laurel 5'- 15, o Planting Layout Shrub Type B Northern Bayberry 3'- 12' A 10 1 2 to 1 1 = 20'-0" o N Scale As indicated M I i PROJECT: ZONED: R40 REQ. EXISTING PROPOSED studio a b architects ADDITION TO CAMBOURAKI:' RESIDENCE: LOT AREA.................................... 40,000 ................ 36,642 .............. SAME AS EXISTING NC POOL AND POOL HOUSE LOT WIDTH .................................. 150 ......................... 196 .............. SAME AS EXISTING OK Owner: LOT DEPTH .................................. 250 ......................... 200 .............. SAME AS EXISTING NC 651 West Main Street, MARIA AND GEORGE J. CAMBOURAKIS FRONT YARD ............................... 40 ........................... 33.7 .............. SAME AS EXISTING NC Riverhead, NY 11901 FRONT YARD, PROP.ADDITION 40 ........................... 40.2 OK 631 591 2402 631 40-12 281h Street, Long Island City, NY 11101 1 SIDE YARD ................................ 15 ........................... 37.4 SAME AS EXISTING OK 3231426 """"""" glylynis@studioabarchitects.com phone: 718.706.7196 2 SIDE YARDS ............................. 35 ........................... 130.9 .............. 123.4 OK e-mail: gjc@set-ny.com REAR YARD ................................. 50 ........................... 81.2 79.6 OK """"""" mailing address: Site Address: LIVABLE FLOOR AREA ................ 850 MIN. ..........,...... 1,677.57 .............. 2,838.56 OK PO Box 444, Orient, NY 11957 200 Cedar Drive, East Marion, NY 11939 BUILDING AREA........................... HOUSE ........... 1,677.57 .............. 1,677.57 Tax Map#: ADDITION ........ ............. 481.05 1000-22-01-4.1 (FORMERLY 1000-22-1-3 AND 1000-22-1-4) DECK ........... 1,162.67 ............. 1.162.67 client: DECK ADDITION.. ............. 75.36 �3 ect: POOL ........... ............. 800.00 Maria & George Cambourakis studio a/b architects POOL HOUSE.. ............. 333.24 TOTAL ............2,840.24 ............. 4,529.89 site address: 24190 Main Road, Orient, NY '11957 COVERAGE .................................. 20% MAX. 7.75% .............. 12.4% OK 200 Cedar Drive, East Marion, NY 11939 phone: 631 323 1426 .................................................. ________'"' _____ _ __ _ to: 718.706.7196 Ext. 101 e-mail: glynis@studioabarchit�cts.com HEIGHT IN FEET.......................... 35 MAX. ........,........ 15.8 27.3 OK - _. ............... � email: gjc@set-ny.com hideaki@studioabarchitects.com HEIGHT IN STORY 2 1/2 MAX. ............. 1 2 OK ' j EXISTING HILL PROP. 6 POOL FENCE ...................................... tax map#: 1000-22-01-4.1 SUMMARY OF WORK: ACCESSORY BUILDING/STRUCTURE ................................................................ POOLHOUSE _. ..._.. .............. 14.5/ 10.36 TO SIDE OK _� r._._...._ ............._...._._................._........_................._..---------...__................................................_..._.._...---............,.... . .. . .. . MAX. HT./MIN. SETBACK ..... 18/ 10 ................... ( ) --t> + ____•_-__.____•_ . __....__._.______........._.._ THE SUMMARY OF WORK SHALL INCLUDE E_......::..a_: .`.:... . ............ ....... ...._......._...._. 4 ....................... .... . ............... MAX. AREA ...................... 750 ................... ............... 333.2 OK 3 ..._.._.. . _... .,..._..,..._... ,. .. .a,.__...... .. BUT IS NOT LIMITED TO. ;.::....-...... ........._....... _ . ...... . ;:_;;�°`:.:: �1! POOL "- ` \` ............ 1. POOL ADDITION ;; i- - I l f. - SETBACK 1.1 ADD SWIMING POOL, POOL PATIO, POOL 10 I - .,:::` :.._' <. ..._.I ' I li� 32.55 OK ✓ L_�._ ... ............ FENCE, AND ALL RELATED E=QUIPMENT ..:.... ;...,...... ...................... ........., ;. _.. III...... ...... .. . 2. POOL HOUSE ADDITION GFA Max. ........................................ 4,848.20 HOUSE, EXISTING ............. 1,677.57 f 2.1 ADD POOL HOUSE 1FLADDITION ..................... 481.05 t ._.. '� __r__.. . -- First Floor - 2FLADDITION ......................1,194.84 � ..� ," ,..F..:. . ... .....:. '. �,: . , 3. ALL RELATED MECHANICAL, PLUMBING - :� :.. :.::.. ::.: . ' . : L r[ 46' -8 3/8"...:.... POOL HOUSE ......................333.24 SITE PLAN IS BASED ON SURVEY BY AND ELECTRICAL WORK - ,; _ - �"PO L el r, _,. m _ . . of Patio Le TOTAL ................................ 3,686.70 OK JOSEPH A. INGEGNO LAND SURVEYOR - - -- ```^T _ PYRAMID RULE......................... 10+45 DEG ............................................. OK SEE SITE PLAN & DATED FEB 26, 2001, AND BY , ELEVATIONS MICHAEL W, MINTO, L.S.P.C. - DATED AUG 15, 2024. -I Health Department: Required. New waste system is proposed and permit is on progress - - DEC: Not Required TWO SURVEYS DIFFER ON Board of Trustee: Not Required 1. TAX MAP# Typical West-East Section through Pool and Planning Board: Not Required INGEGNO SURVEY SHOWS WHEN (2)-PROPERTIES CO- yP 9 ZBA: Required. Pool ans Pool House cannot be located in the rear yard due to existing hill EXISTED. 3 Pool Patio FLOOD ZONE: X MINTO SURVEY SHOWS AFTER (2)-PROPERTIES MERGED 1/8" - 1'-0" TO ONE. 2. ELEVATIONS AND REFERENCES: INGEGNO REFERENCED TO N.G.V.D. 1929 DATUM �+ MINTO REFERENCED TO N.A.V.D. 1988 DATUM SURVEY NOTES: I SITUATED AT EAST MARION N ' TOWN OF SOUTHOLD ` SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-22-01-03. AND 04 (INGEGNO) N ' TWO PROPERTIES WERE MARGED - -� ' TOTAL AREA= 36,642.60 SQ FTX No. 1000-22-01-04,11 ((MINTO) \ t. ' 36,642 SQ.FT. (MINTO) No. Description Date \\ 0 0,841 AC. (BOTH) o I 3 Ptoperties merge 11/22/24 m THIS PROJECT WAS DEVELOPPED USING INGEGNO EXISTING DECK 5 Revision 5 2/1/25 SURVEY. THEREFORE, ELEVATIONS ON THIS SITE PLAN 6 Revision 6 3/7/25 1 ARE REFERENCED TO N.G.V.D. 1929 DATUM POOL FENCE EXISTING ELEVATIONS ARE SHOWN THUS: 30.0 FRAh1E _ _,. DISTANCE FROM PROPERTY t [ EXISTIG CONTOUR LINES ARE SHOWN THUS: 30 j , \ 1 GARAGE LINE TO HIGHEST POINT OF - - - - , ROOF,WHICH IS THE PYRAMID �1 . , RULE CHECK POINT: EL. 37.2' POOL EQUIPMENT - -SET x _ �. N/O/F ; ' § R ��j q .� -M M-�- CONICI "as. GE RGE KAITERY SEE ELEVATION ON A.07 MON _-_ s ' A �_ 40.7 S 750 \ I� x 5'-0" 31' 4 1/8"+/- 5'-0„ .. MODULARo `"~-� &AN�"HOULA KAITERY l`. W f �s,S ` \ N A WIRE FENCE' 7 x Q"� q w w J.0 L SET G FENCE 24"W ......._i.•. _ ...- x40 4� \ x - MO O i !! 375 11 € ONGI ' PROP. STEPS. 18 TREADS, 6 RISER +/-, ....... .._.. _.. _ -- , - , .. - - .. ..... .. i. - f o j 1 ,\ RISER SHALL BE 4X4 ACQ, I i +/ 1... .....j..... ...�... ......�. ._ _'... �.. ! . '42 "'`�� o = 00" _ / - TREADS SHALL BE GRAVEL FILLED , v 7; 6„ ._.._.__...._. o \.L\ 79 1 ��x 7.0 +/- ! POOL STEPS _ .._ ! 1 ; o ....... _.._.. I 4 43' 36.6 .-. w f 41.1 ....-- ...._............ _._.._.... -_.�......._....----._._ .. G / f 1-1 WOODED \� TGON ' N '� I A o 5.0' MIN. f 44, ,: SE - s . r ..,_ + w.,m•mw .._'..wr e + .. .. a .aes..., ._.wr ®b r I 451 -...\ � / hAON ... `^' ✓'�� 1 1W ° � + VV� , `0„ PROP. 4 HIGH WOODEN FENCE, TYP. _,._._._.... ......... _..._.._....__...._......_.._...._._..._...i F o �� RAV U • .... �Nt °° EXISTING�� t - { _ ....._ _.._. t f o„ ti oos o `✓ CONC. C'_._ _/ 4 t 44' + e / �,_..-._�---- `� �\�b..,•i 6' /-DIA. HOT TUB I i ' CURB tip XIS .CONC. WELL \ v 46.5 1 TBACK) 45' 1 \ \ �' { - BLO KWALL lei... SE S I- .....................'........._..._.---._i..._..-- _.. �\\, ..............j...._... ._i. I I E � 1 / t 4a n ON FRONT rn i?ROP.WASTEWAIER SYSTEM t t (zFl ADDI , 40z b NEW CONC. RETAINING' ro' K i 455 3 I I i 33. x- 1 t t 38& 7SETBAG " n " T ..... ..._ .... ..........i. ttFRO"' - �jj 1 1 WALL FUNS EXIST1EhIG t t / - (EXISTING 45.0 o A.101 rn 0 4 -0 8 6..... L......_....._L........._._.i. _,....... .... i_... ....... ' VERTICAL 1X4 LATTICE z 26.2 to r 1 CESSPOOL`COS! ---._ 1 � � � o I LAMP POST � 1 2'-0" ` WALL 6"X 80"GATE m t ._._ .... _........ V W/3 F J n I I r I e o, 1 11 -t-- 3$3 1 1 r 1 0, r� 20'_ ._..�.... 1_$ 0 7,lt EXISTING TREE, TYP o6' 6" 1 0" 1 s t I ca ... } I I I w I ....... ROOF OVER ' f J t cj CONIC B SLATE i. cSn �,�,.�.W.... __. . _ .._.I_ t ! ......1. ,. 1 LANDING m ag 4 0 1 37$$ FF. �k] �P - --- 3-RISER STEPS F • 46.7 ,�S�04iy 1 _ �''� 4 p ' 1 4 NG YAR -- - ........ _ ........--................:................_...................................:......_......_. t rp I C; �n tt /f D 40 35 _' O yy 1 51.Ox I} p 3\ SETBACK? I 1 I 7 na AO I i ab 'e.'•, _ a._._.. i I o t 41 r• I 44. (1Fl A / n t t � � 20 _... I i _L... 49.0 l Z { MW. i C O rn cn EXISTING:DECK 4p0 t t 1 ........... i cn 1 a x m i S 89 57 40 E I m }Z 4 t I FOUND } i 6"....._.. �..... .; ._........., .......J i O \ Z `° ,200_00' a� SWIMMING POOL ! POOL PATIO _ r I {{ s 9 -6 Q1 1E 512A', PIPE EL. 44.0 x rn �.(�.W. .. I 1 \ O� m O j 39.0 __�_ 1 a t 1 PERMEABLE PAVER p. --DRY JOINT ON ` COMPACTED FILL PR LANDING x 43.6 NCp P. ST AND Z42.6 _ A x51�5 5.0'MIN.e I'. `C7.. ...._....,. ` ! I -L- .. .i------ WATER ..... f � (.... LINE O rr- i rn t 6o.zo' t _ m PIPE FOR POOL AND \ _ I coil a O 1 POOL DE-WATERING I + POOL HOUSE` C a + ......,......:...... 102 -TO PROP. DW.- 1 o I PROP. t �... ......: i t I x _ R /� __ o : rn 1 , I I j I HOT TUS I ,o j -' - m_„ __- PROPOSED SHRUB _. 5.0 MIN. STORMWATER RET PROJECT i ... .... I o O 1:. w N TYPE A,TYP. - ENSION 2 1 ' APPROX. O -' U PROP. 20'x4O' POOL 1 I t I- TRENCH DRAIN AND PIPE I 1 Xa Z ao_ .. -1 Cambourakis 51.3 LOCATION o I�m W -- --- ..___...__ _ PROPOSED SHRUB E i TO PTOP. DW. i 1 vO o.o 1 OF POOL .._... O C - -- - - -- 1 _ P _ __ ___ Residence �... li :1 - P POOL FENCE, TYPE B TYP ti QU PMENT ( _: O _ -o 26\ GA EIGHT 6 MAX., 4,MIN. - - -r $§9 ............ & I J J i- ___J _w�Paee. YY YP$ �1 .................. ............ j 1 A ...... .. .................. 9 5.0'MIN. I d L,i --- t, I - _ _ PERMEABLE PAVER DRY JOINT t. 1 - / o � SILT FENCE OR ' _ boo FILL GRADE FLUSH TO- _-.._..._ .. J. - HAY BALE, OR : ! z PATIO SURFACE, TYP. ��-_ 3s'_o BOTH l ' 5 1 ,KEEP - � µ �- "5 A.102 Project Site Plan Pool ' Q 1/3 MIN SLOPE _ _. --- '-"� t _ I I 2ao W w 'I 1 PROP. POOL DE-WATERING AND A. 37 2 3 STORMWATERRETENSIONDIIV, I /'` I W w Pool House Layout 0 75 IA. D W/GRATE I ............... 1` • / A B 8 / TRENCH DRAIN CREATE A SWALE ............ MONSET CONC "o` n .,. 3n X1 -;� ., a .a a SET CONC x 4 I number 23018 .,.R 'R PP Y.�'i' �jyew"� "9".�'sF& • "°'°AR PK�t P" ;P' �,.".: M...�, `0„ - , A °A Pl w-..�_ MON _ 1 0 , Project numb b _ I{- // O two �UWP i'� f�') <V _cM0 A S 4 = p CODED p ......... , A 102 40, 4s. A4 A5' I A6 o Date 5/17/2024 f11<q 2\00.00' - I po;o, Q'o., °" ° 1 I�� °'� �9' Drawn by HA Q i I I N/O/F\ t 1 ' �I 1 PYRAMID RULE MEASURE POINT ° N �. i NIKI MANGOS I _ - - - - - _ _ _ PROPERTY LINE ELEV. 41.T +/-_I Checked by GB SIDE SETBACK, AS WELL AS DISTANCE FROM PROPERTY LINE TO HIGHEST POINT OF 1 - - - - , o ROOF,WHICH IS THE PYRAMID RULE CHECK POINT: EL. 37.2' SEE ELEVATION ON A.07 I Pool Patio and Pool House Layout - A. 101 N n Site Plan Dependent 'I Dependent 1 Scale As indicated M i studio a/b architects 8"THICK PRECAST CAST IRON CONCRETE 651 West Main Street, GRATE & FRAME TRAFFIC BEARING SLAB. Riverhead, NY 11901 6"CONC. SLAB IF NOT 631 591 2402 PRECAST UNDER DRIVEWAY 631 3231426 STORMWATER RETENTION DRY WELL CALCULATIONS: SITE DRAINAGE NOTES: CONCRETE PAVEMENT OR GRADE glynis@studioabarchitects.com RISER _ SURFACE AREA 1 EXISTING HILL, PART OF AREA CONTRIBUTING TO POOL PATIO - mailing address: AREA 2 POOL PATIO& POOL HOUSE 1. All Below Grade Drainage Pipe shall be 4" Diameter Class 2400 Pipe. - _ �� PO Box 444, Orient, NY 11957 AREA 3 YARD CONTRIBUTING TO DRYWELL 2. All Pipe Connections shall provide for Water Tight seals to prevent leakage. 2 i 3.All vertical and horizontal changes in Pipe direction shall utilize 90 degree sweeps or a / ZONE SUR1=ACE TYPE AREA(SF) COEFF. CONTRIBUTING AREA(SF) combination of two(2)-45 degree angle bends to provide for a uniform flow in all directions. 2b" ' CLEAN SAND AREA 1 PLANTED SLOPE 2,382 0.1 238 4.All Horizontal Drainage Pipe shall have a minimum pitch of 1/4"per foot. P TCH 1/4" PER FOOD, MIN. client: AREA 2 PERMEABLE PAVEMENT 2,556 0.1 256 5. All Class 2400 Pipe connections, where required, shall be fully grouted to Precast ® &GRAVEL AREA 3 PLANTED SLOPE 9,412 0.1 941 Concrete Leaching Rings with Concrete Mortar. INLET: 4" FILL Maria & George Cambourakis 6.All Leaching Pools shall have Cast Iron Grate& Frames to Final Grade or Finished ® 8' DIA. PRECAST TOTAL 1,435 DIAMETER I site address: Paved Surface. W I ® CONCRETE cn CLASS 2400 7. Leaching pools shall be precasted concrete cement structures as manufactured by D LEACHING RING, TOTAL CONTRIBUTING SURFACE AREA: 1,435 SQ. FT. PIPE � 200 Cedar Drive, East Marion, NY 11939 suffolk precast inc. or equivalent. 0 tel: 718.706.7196 Ext. 101 1,435 SQ.FT. X 2 INCH/hr RAIN =239.17 CUFT O= I _ TYP. PERMEABLE GRADE SURFACE 8.All concrete cement used in the manufacturing of precast structures shall develop a USE 8' DIA. POOL WITH 42.24 CUFTNF � � _ — email: gjc@set-ny.com minimum compressive strength of 4,000 P.S.I. in 28 days. 0 Q O ® _- 239.17 CUFT/42.24 CUFTNF= 5.67VF REQUIRED L, -0-0 24 +/_ 9.All drainage structures shall be placed in acceptable leaching soils. In the event poor E0 J J o- —_i ® \ J. tax map#: 1000-22-01-4.1 USE ( 1 )-LEACHING POOL, 8 FT DIA. 6 FT DEEP leaching material is encountered, excavation is to be continued to suitable material and �� O O z �—�Tf11 I 0 i ® GRAVEL FILLED backfilled as detailed. = o_ o_¢ i11L ® i TRENCH 10. No trench, pit, or other excavation shall be left open and unattended. Excavations shall I H I T be protected as directed by the Architect with fences, barricades and other approved CLEANS ND& methods. No direct payment will be made. — — — —GRAVEL ——— — — — — N a 11. Invert elevations may be adjusted in the field to meet field conditions. - —_ r FILTER FABRIC GROUND WATER —_ r n MIN, ie DIA ' rr — ILI 4" DRAIN TILE jE111 ' 1 ' 1�' I I ' — SLOPED 1/8" PER GRATE TO GRADE FOR POOL HOUSE, POOL PATIO AND POOL 12" MIN. Stormwater Management Typical Leaching Stormwater Management-Typical Trench n Pool Drywell Detail n Drain Detail Copy 1 N.T.S. 1/2" = 1'-0" LEAVE 6" EXPOSED PERMEABLE PAVEMENT NOTES: GRAVEL AREA FOR 1. BASE MATERIAL: A GRADED AGGREGATE MATERIAL, LOW IN FINES, ANGULAR IN SHAPE, RANGING PERMEABLE PAVEMENT DRAINAGE IN SIZE FROM 3/8"TO 3/4". 2. GRADED AGGREGATE MATERIAL OF UNIFORM QUALITY THROUGHOUT SHALL BE SUBSTANTIALLY GRASS FREE FROM VEGETABLE MATTER, SHALE, LUMPS AND CLAY BALLS, ETC. INFILTRATION BASE: CLEAN AREA 3. BASE MATERIAL CANNOT BE OF ROUND NATURE AS THIS WILL NOT LOCK TOGETHER WHEN COARSE AGGREGATE COMPACTED AND WILL NOT PROVIDE ADEQUATE SUPPORT UNDER THE POROUS PAVE INSTALLATION. DEPTH AS PER VOID RATIO 18%VOID- 12" DEPTH BASE SHOULD BE A 3/8"TO 3/8"CLEAN WASHED STONE. ` \ (SEE NOTES) 4. BASE MAYBE REQUIRED TO BE THICKER IN APPLICATIONS WHERE HIGH WATER HOLDING CAPACITY 40%VOID-5" DEPTH IS NEEDED. CRUSHED ROCK, AS SPECIFIED ABOVE, HAS APPROXIMATELY 18%VOID SPACE. ONE e — ;—_ SQUARE FOOT OF BASE, 4"THICK WILL HOLD APPROXIMATELY 100 CUBIC INCHES OF WATER. 2" RAIN w FALL PRODUCE 288 CF OF WATER. 12"THICK OF BASE COURCE WILL RETAIN THE 2" RAIN. ........ Description Date WELL DRAINING SOIL - INSTALLATION OF BASE: BASE MATERIAL SHOULD BE INSTALLED USING EQUIPMENT CAPABLE OF No SPREADING THE MATERIAL IN A EVEN FASHION. 7. AREAS OF BASE WHERE SAND OR SILT BECOME MIXED TOGETHER WITH THE BASE DURING i PERMEABLE PAVEMENT INSTALLATION SHOULD BE REMOVED AND REDONE TO ENSURE ADEQUATE COMPACTION AND 4 __. SUPPORT. 8. COMPACTING BASE: FINISHED BASE MUST BE COMPACTED UNIFORMLY TO A DENSITY OF NOT LESS ..... ... . .. 43' 1 THAN 95%OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, METHOD D. ENSURE THAT BASE IS INSTALLED AND COMPACTED A MINIMUM OF 6" BEYOND THE PROPOSED AREA OF POROUS PAVE INSTALLATION. IF THE BASE MATERIAL DOES NOT HAVE THE PROPER MOISTURE CONTENT TO �'`• o o� � � f yr � ENSURE THE REQUIRED DENSITY, WET OR DRY THE BASE AS NECESSARY TO ACHIEVE 95% f` COMPACTION UNIFORMLY THROUGHOUT THE ENTIRE AREA. \ ' _ /PR•O.WASTEE ATER SYSTEM'° o ~` NEW CONC. RETAINING' Typical Sitework Details Co 1 1 J WALL n� t i 4 1/2" = 1'-0" Copy �il o. I \l V EXISTING TREE TYP `` f' FLOW \� Z LL SLOPE 4 VERTICAL FACE - - - i /, PROPOSED PERSPECTIVE VIEW ''\ o SILT FENCE OR BEDDING DETAIL ` - - - fati ` HAY BALE, OR BOTH s„ _ 3 MINIMUM 2 x 2 ANGLE FIRST STAKE TOWARD .�....._. FENCE POST �- i 1\ - ._ - 4 o PREVIOUSLY LAID BALE .... l PROPOSED SHRUB WOVEN WIRE FENC TYPE A, TYP. (6 x 6 - 10/10 W.W. Z FLOW �2 _o.:.•._�.,.�-�'' HRUB FILTER CLOT PROPOSED S 4 2 0 , \' TYPE B, TYP. PROPOSED EMBED FILTER CLOT / j _._ _ ___^_ _.._. _V DRYWELL, MIN. 6 INTO GROUND Z ' 39'-0:: 8' DIA. 6' DEEP W/GRATE 4" �^Z �•. sir /' / � _;� `'`,. �, --'' �.�. NOTE: / MAXIMUM DRAINAGE AREA I t �/ M I 1/2 ACRE / 100 LINEAR FEET f � �-\ �. — i TYPICAL SILT FENCE SECTION DETAIL TYPICAL HAY BALE ANCHORING DETAIL � � �° �• '/1°" TRENCH DRAIN _ CREAT A SWALE -- a PROJECT ¢a°z"n'e>em•.,w.n ••�^'^�"<a.,...e .. �&.... ..�,.. �..�� .s i'., a ro...;l 'SB�Y?$d7";k ., '4a! ,YWI'r�Y�`^Y�<:YA r, .sb `fi� '?'.9 Q+,x;.E . Cambourakis f Stormwater Management Typical Silt Fence � � � 5 and Ha Bale Details Co 1 • Residence DRAINAGE AREA 1: 2,382 EXISTING F Stormwater Retention EXISTING HILL, PART OF AREA CONTRIBUTING TO POOL PATIO System Layout, Planting DRAINAGE AREA 2: Layout 2,556 SF POOL PATIO& POOL HOUSE Project number 23018 DRAINAGE AREA 3: Planting Type Date 9,412 SF g yp 5/17/2024 YARD CONTRIBUTING TO DRYWELL Plant Type Common Name Ht Drawn by GB Checked by HA a rn Stormwater Retension System Layout, IShrubTypeA ISchip(Skip) Laurel 5'-15' M n Planting Layout Shrub Type B JNorthern Bayberry 3'-12' A. 101 -2 0 ' = 20'-0 N O N Scale As indicated M i PROJECT: ZONED: R40 REQ. EXISTING PROPOSED studio a b architects ADDITION TO CAMBOURAKIS RESIDENCE: LOT AREA .................................... 40,000 ................ 36,642 .............. SAME AS EXISTING NC POOL AND POOL HOUSE LOT WIDTH .................................. 150 ......................... 196 .............. SAME AS EXISTING OK Owner: LOT DEPTH .................................. 250 ......................... 200 .............. i SAME AS EXISTING NC R West Main Street, v MARIA AND GEORGE J. CAMBOURAKIS FRONT YARD ............................... 40........................... 33.7 .............. SAME AS EXISTING NC Riverhead, NY 11901 631 5912402 .............. 631 3231426 FRONT YARD, PROP.ADDITION 40........................... 40.2 OK 40-12 28t" Street, Long Island City, NY 11101 1 SIDE YARD ................................ 15 ........................... 37.4 .............. SAME AS EXISTING OK glynis@studioabarchitects.com phone: 718.706.7196 2 SIDE YARDS ............................. 35 ........................... 130.9 .............. 123.4 OK e-mail: gjc@set-ny.com REAR YARD ................................. 50 ........................... 81.2 .............. 79.6 OK mailing address: Site Address: LIVABLE FLOOR AREA ................ 850 MIN. ................. 1,677.57.............. 2,838.56 OK PO Box 444, Orient, NY 11957 200 Cedar Drive, East Marion, NY 11939 BUILDING AREA........................... HOUSE ........... 1,677.57.............. 1,677.57 Tax Map#: ADDITION ........ ............. 481.05 1000-22-01-4.1 (FORMERLY 1OC{0-22-1-3 AND 1000-22-1-4) DECK ........... 1,162.67 ............. 1.162.67 client: DECK ADDITION.. ............. 75.36 A3 .11 ect: POOL ........... ............. 800.00 Maria & George Cambourakis studio a/b architects POOL HOUSE.. ............. 333.24 24190 Main Road, Orient, NY 11957 o TOTAL ............2,840.24 ............. 4,529.89 site address: phone: 631 323 1426 COVERAGE .................................. 20/o MAX. ............. 7.75/o .............. 12.4/o OK ...........:.:::. 200 Cedar Drive, East Marion, NY 11939 e-mail: glynis@studioabarchitects.com HEIGHT IN FEET.......................... 35 MAX. ................. 15.8 ............... 27.3 OK -------_�____ --"------- tel: 718.706.7196 Ext. 101 hideaki@studioabarchitects.com HEIGHT IN STORY 2 1/2 MAX. ............. 1 2 OK email: gjc@set-ny.com EXISTING HILL PROP. 6' POOL FENCE ..:......:............................................................................................. tax map#: 1000-22-01-4.1 SUMMARY OF WORK: ACCESSORY BUILDING/STRUCTURE POOLHOUSE : ............. 14.5/ 10.36 (TO SIDE OK - ... ..-------..__....._.........._._...._.._..-- .......-- - ---...._....- -._.._.._.._.__...---......................................__.............._ THE SUMMARY OF WORK SHALL INCLUDE MAX. HT./MIN. SETBACK ..... 18/ 10 ................... ) ^. ........... ... . MAX.AREA ...................... 750 ................... 333.24 OK 3 ,. ::.:..:......:...:......:.::.:.:::.....:....:.::::.:.:.::::::::::.:................................._..__.. ........ . BUT IS NOT LIMITED TO. - POOL :.. _.. .. _ 1. POOL ADDITION t 1.1 ADD SWIMING POOL, POOL PATIO, POOL SETBACK ............................. 10 ................... ............... 32.55 OK - -- II t' ; FENCE, AND ALL RELATED EQUIPMENT .. � ...... .. ... 2. POOL HOUSE ADDITION GFA Max. ........................................ 4,848.20 HOUSE, EXISTING ............. 1,677.57 t _..:. . 2.1 ADD POOL HOUSE 1FLADDITION ..................... 481.05 - First Floor 2FLADDITION ......................1,194.84 , a-�M:� . _ 3. ALL RELATED MECHANICAL, PLUMBING POOL HOUSE .............°........ 333.24 SITE PLAN IS BASED ON SURVEY BY _� 46' ="8 3/8" " AND ELECTRICAL WORK - - _ - ____ :Y :3 ii M.:' _ ''T -Pool Patio Level Y' TOTAL ............................... 3,686.70 OK JOSEPH A. INGEGNO LAND SURVEYOR _ _ _ - _ - ............................................. ( III 4' _ 6„ PYRAMID RULE......................... 10+ 45 DEG OK SEE SITE PLAN & DATED FEB 26, 2001, AND BY - � � - ELEVATIONS MICHAEL W. MINTO, L.S.P.C. - - DATED AUG 15, 2024. Health Department: Required. New waste system is proposed and permit is on progress - - - DEC: Not Required TWO SURVEYS DIFFER ON Board of'Trustee: Not Required 1. TAX MAP# Planning Board: Not Required INGEGNO SURVEY SHOWS WHEN (2)-PROPERTIES CO- Typical West-East Section through Pool and ZBA: Required. Pool ans Pool House cannot be located in the rear yard due to existing hill EXISTED. � Pool Patio FLOOD ZONE: X MINTO SURVEY SHOWS AFTER (2)-PROPERTIES MERGED 1/8" - 1'-0" TO ONE. - --� 2. ELEVATIONS AND REFERENCES: - INGEGNO REFERENCED TO N.G.V.D. 1929 DATUM MINTO REFERENCED TO N,A.V.D. 1988 DATUM SURVEY NOTES: N SITUATED AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No, 1000-22-01-03. AND 04 (INGEGNO) TWO PROPERTIES WERE MARGED r S.C. TAX No, 1000-22-01-04.1 (MINTO) o TOTAL AREA= 36,642.60 SQ.FT. (INGEGNO) w 36,642 SQ.FT. (MINTO) / 0 0.841 AC. (BOTH) No. Description Date 0 3 Ptoperties merge 11/22/24 EXISTING DECK 5 Revision 5 2/1/25 m THIS PROJECT WAS DEVELOPPED USING INGEGNO SURVEY. THEREFORE, ELEVATIONS ON THIS SITE PLAN 6 Revision 6 3/7/25 i ARE REFERENCED TO N.G.V.D. 1929 DATUM ' t POOL FENCE a s o 1 c6'J, EXISTING ELEVATIONS ARE SHOWN THUS: 30.0 1 ': o EXISTIG CONTOUR LINES ARE SHOWN THUS: 30 y 1 AI FRAME DISTANCE FROM PROPERTY GARAGE _. - ____ r "` LINE TO HIGHEST POINT OF 1 " ROOF,WHICH IS THE PYRAMID `" \ I 1 I �- POOL EQUIPMENT RULE CHECK POINT: EL. 37.2' __.... SET-_X.� _-. � N/O/F "`,,..,. � 1 � - -,.-Jr�.,,, .. CONIC SEE ELEVATION ON A.07 r , "`"- `39. GE RGE KAITERY 1 1 �MON , 40.7 ;� 7.50 _ o '� &ANtHOULA KAITERY \ ' o 1 j p ) __ MODULAR -_-__ rJ 1 w ` m »,. ». w „ a WIRE F I �� 50" w w n A N A o I I 'tea . 5'-0 31 r-4 1/8 +/- 5 -0" w.FENCE 4 , o a o v n x \ I� p 1 � \ -.4 37.5 11 � � SET GONG, � � I i j - _ ; FENCE 24"W �'' %40 4 ( x O N r ,r' - r M i- O I PROP. STEPS. 18"TREADS 6" RISER +/- _.._... ! - ----------- - ..__.,� � ,._. � RISER SHALL BE 4X4 ACID, � � � I I ( ! __, I ! ! I �! '$ '• ti i 00"= -� TREADS SHALL BE GRAVEL FILLED r� i ! m I \ i 4 - HA !S 2_ � 1 .. -w. + POOL STEPS 7 i I a N X 41� e38 17.0 T " .j..._...._.__...... 1..--!- WOODED43,_ ON MON o S.O' ..1 0 S G ®I r... E _- - MIN. ..._I. y D pR + I q O PROP. 4 HIGH WOODEN FENCE, TYP. n - .......;..............._...... a'_ : - s, ...,oF�O EXISTING GRpVEU , 4 0 ; 1... 1 ...,.....__......... -..., . ....... : ..........!......__d. G o I /` 6 +/-DIA. HOT TUB Q 1 E CONC, ._ - i \ ....� ' f. f / ___ ,~,�._-_ , � � CURB , ,<` � ,, ..,� ! i -� 1 i EX IS .CONC. WELL i f � 465 t t BLO K WALL 4a n ON FRONT SETB� S.0„� (J p �l 47'& PRiSP.WASTEWATER SYSTEM ti �ZFLA t�' ao. € oD - --.__....... '4 m _ i 1 NEW CONC. RETAINING i 3370` cKll X455 m 3 O ) WALL 1 3R B l- r ONT SETBA ° A.101 -0" 4'-0" . _L............_8'-6" ..._......... t - ----- 1 .�....{........_....'..._.......__' ......_:.._..__.,........__.._ _._. (STING FR 45 0 r 1 0 1 FC�UN�EXISTING ° -, } m I 2'-0' 1 � z° 26.2 1 LAMP POST I N } G 1 so yam. 1 ; WALL(W/36XX LATTICE , o _0" J� CESSPOOL CID - --- / 2 -- 1 f Os t EXISTING TREE, TYP. �I I `(` ( I 3as 11 0 f....._. { 6'-6' 1 0'-0" -0 ! I 2 18 I ROOF OVER - j CONC&SLATE 1 _ ........ __.._.1..............- --._._....L__---+---+ +. f LANDING p5 F 1 oV 1 i • : o t t FF. IyF�P 3-RISER STEPS 1 E� I i 46.7 � YARD ^`R' -J E �Y , 1 € 51.0t 4 40 3OAJ 5' BAC+K). - E X .- 1 \ S A i T O ! E N F I/ _ O G rt 44. (1FL ...........i........... _. ....................... ...._. , ....... ........ ........ I 'r ! 1 �� I. �n,` AD 49.0 { NIIN. , �! 40 0 , vNY �omcn N I Z cn -i 1 EXISTING C7ECK ' ! 1 a a a X 1 1.00 � 89 t t ! ,�, � Z S 7 40 E 6 200.00' a P { t„ 00 D j:;::;;:. . r f ` _. SWIMMING POOL POOL PATIO....._. m _ 1 4 Q t r O O I ! 1 m _ I{........I. L =-= 1 / FOUND d O // PIPE 1 EL. 44.0'f C d0 84' i - L /26.0 1 I \� (1 51.2 1 _1_. _. -__ rn ( } O eo €1 ;o.._ ,.__X..39 o Z .._ ` �I �o € r o 1 - - PERMEABLE HAVER- -- ct) C} �i o 1 DRY JOINT O i ._''_.!.-1 .. ....i...................._.._..... T ..._.._.-.,..,...,_...•X 43.6 ��. e<G1A' O PROP ST AND L NDING COMPACTED FILL' lit' ° i +_ o' f 1 N� COMPACT } ` _ _- T _ - _ _ m ( _ _. .. ..i____`_.:__ X51.5 I 5.0'MIN. ;......._` _. t.c ..... / �\ ! __ - .-� -o J Y"" R O ®"___ _ _'\ - € 1 Gil ... WATER LINE `F y °r r 1 �F ` I 1 0' t.,..........,...__... FOR POOL AND POOL _ `s 60 1 w L DE-WATERING PIPE iN ' E o' + Pool HousE _ A 102 OP o t ? �. ` TO PR DW. I o I PROP. I - PROP. 8 DIA. -- - -� w _ m / a 1 = HOB TU J vim.... _ I `o° _. PROPOSED SHRUB 5.0'MIN.( ! ( ! PROJECT 1 w o STORMWATER RETENSION l 1 O O I # '� 1" N TYPE A, TYP. _ PROX. X ° I ? z. PROP. 20'x40' POOL o- I-f- - 1? - -----TRENCH DRAIN AND PIPE bo u ra ki s � ` ;. 51.3 _ ,�,..................._. ,� _ _-___ __.. 4 , Ca m o Lu _➢j.. o„ 1 PROPOSED SHRUB TOP. DW. { L CATION 1 O m TOP ■ . OF'1?OOL `r Z oo P POOL FENCE TYPE B,TYP. k 1 I EQU PM F�NT { ° ° 6 - - - - __ -- - - __ - - _ __ -__- Residence t F- t , - 1 O t' o GA EIGHT 6 MAX., 4,MIN. # _ - 1 , _...... �� I ! J 1 a � F 5.0 MIN. A �� { { PROP. POOL PATIO, EL. 44.0. :L"i- J T 1 SILT FENCE OR _ - -- - PERMEABLE PAVER DRY JOIN b HAY BALE, OR FILL,GRADE FLUSH-TO__'..-._...__...�.. __.._.� ........I • � OQ S 39 ...... .. F t PATIO SURFACE, TYP. o° BOTH 1 ■ - _ . r I' S s� ! i -°�"� -� " " � , �,,,` ,KEEP 1/3MIN. SLOPE � � ! ��' - t '5 A.102 Project Site Plan Pool & t � � - J ,, `. „ 6 o zoo f �,y . - r 7 W f PROP. POOL DE-WATERING ANb s 5.75 STORMWATER RETENSION DWe, 1 5 1 Pool House Layout 1 t - IA. D W/GRATE F t 25757�0 25'-8"+/ • TRENCH DRAIN - B8 �= 50, ,• q 16' _ _ ,/, 1, _. SET CONIC \ ..:> . ,.. CREATE A SWAL 38,o MON/ __ O o ,, ,, �;aq.,,,��-�: -:,r'��^z:�,-��•-.'�a<.'+t,vtt'*'�'4 t '�s+�+,;d�a. a a•� «>.^.-''av�€i:�' € -' A e*>a :ax � sex .rx+�;•.. " SETCONC X .................. ....... . - TE E - - A - - - ,- __ - MON W 4 i o Project number 23018 ° - Ica CID w 1 0 0 0 - - - - ym 1� 'I, ..� M ^, -cMo41 S 4 = ,WOODED P' Vol 37.6 ll G p A 9s A4 A/�.J� 1 A6 Date 5/17/2024 k0.00' �' 9 s°••t s, °„ S, a9, < I j ° : 1 PYRAMID RULE M URE POINT °" Drawn by HA Q , r � � EA ( NIKI MANGOS �� - - - _ _ PROPERTY LINE ELEV. 41.T +/ d by GB Oil (\ a r I Checked SIDE SETBACK, AS WELL AS DISTANCE FROM PROPERTY LINE TO HIGHEST POINT OF ' __"- 1 , ROOF,WHICH IS THE PYRAMID RULE CHECK POINT: EL. 37.2' SEE ELEVATION ON A.07 I Pool Patio a_ Pool House Layout - N Site Plan - Dependent 1 De endent 1 A. 101 C> n p Scale As indicated co I i studio a/b architects 8"THICK PRECAST 651 CAST IRON CONCRETE West Main Street, Riverhead, GRATE & FRAME TRAFFIC BEARING SLAB. Riverhead, NY 11901 6" CONC. SLAB IF NOT 631 591 4 PRECAST UNDER DRIVEWAY ly 323 1426 glynis@studioabarchitects.com RETENTION DRY WELL CALCULATIONS: SITE DRAINAGE NOTES: CONCRETE PAVEMENT OR GRADE lynis@studioabarchitects.com RISER SURFACE AREA 1 EXISTING HILL, PART OF AREA CONTRIBUTING TO POOL PATIO = _ mailing address: AREA 2 POOL PATIO & POOL HOUSE 1. All Below Grade Drainage Pipe shall be 4" Diameter Class 2400 Pipe. \ - -2. All Pipe Connections shall provide for Water Tight seals to prevent leakage. 2 - PO Box 444, Orient, NY 11957 i AREA 3 YARD CONTRIBUTING TO DRYWELL 3. All vertical and horizontal changes in Pipe direction shall utilize 90 degree sweeps or a combination of two(2)-45 degree angle bends to provide for a uniform flow in all directions. "''"' ' ZONE SURFACE TYPE AREA(SF) COEFF. CONTRIBUTING AREA(SF) 2b" CLEAN SAND 4. All Horizontal Drainage Pipe shall have a minimum pitch of 1/4 per foot. PITCH 1/4" PER FOOD, MIN. ® client: AREA 1 PLANTED SLOPE 2,382 0.1 238 &GRAVEL 5. All Class 2400 Pipe connections,where required, shall be fully grouted to Precast ® Maria & George Cam bou rakis AREA 2 PERMEABLE PAVEMENT 2,556 0.1 256 ® FILL AREA 3 PLAN-FED SLOPE 9,412 0.1 941 Concrete Leaching Rings with Concrete Mortar. INLET: 4" 6. All Leaching Pools shall have Cast Iron Grate& Frames to Final Grade or Finished DIAMETER I ® 8' DIA. PRECAST TOTAL 1,435 w ® site address: Paved Surface. co CLASS 2400 CONCRETE 7. Leaching pools shall be precasted concrete cement structures as manufactured by D PIPE LEACHING RING, 200 Cedar Drive, East Marion, NY 11939 TOTAL CONTRIBUTING SURFACE AREA: 1,435 SQ. FT. O 1,435 SQ.FT. X 2 INCH/hr RAIN =239.17 CUFT suffolk precast inc. or equivalent. O_ I — TYP. PERMEABLE GRADE SURFACE tel: l: gjc@set-ny.com Ext. 101 8. All concrete cement used in the manufacturing of precast structures shall develop a ®® — email: gjc@set-ny.com USE 8' DIA. POOL WITH 42.24 CUFT/VF Q O ® __ minimum compressive strength of 4,000 P.S.I. in 28 days. O 0- O 24"+/_ 239.17 CUFT/42.�.4 CUFT/VF= 5.67VF REQUIRED = i 9. All drainage structures shall be placed in acceptable leaching soils. In the event poor �� o_ � = tax map#: 1000-22-01-4.1 USE ( 1 )-LEACHING POOL, 8 FT DIA.6 FT DEEP leaching material is encountered, excavation is to be continued to suitable material and � O O z �— l 12 - GRAVEL FILLED backfilled as detailed. _ 0- n. Q ® I I TRENCH 10. No trench, pit, or other excavation shall be left open and unattended. Excavations shall = TAT be protected as directed by the Architect with fences, barricades and other approved CLEANS ND & —I methods. No direct payment will be made. _ — — --G AVE1=— —— — — — _ 11. Invert elevations may be adjusted in the field to meet field conditions. _ _ _ _ _ _ _ _ FILTER FABRIC k__6ROUND WATER - 4" DRAIN TILE — — — SLOPED 1/8" PER GRATE TO GRADE FOR POOL HOUSE, POOL PATIO, AND POOL 12" MIN. Stormwater Management Typical Leaching Stormwater Management-Typical Trench n Pool Drywell Detail n Drain Detail Copy 1 N.T.S. 1/2" = 1'-0" LEAVE 6" EXPOSED PERMEABLE PAVEMENT NOTES: GRAVEL AREA FOR 1. BASE MATERIAL: A GRADED AGGREGATE MATERIAL, LOW IN FINES,ANGULAR IN SHAPE, RANGING PERMEABLE PAVEMENT DRAINAGE IN SIZE FROM 3/8"TO 3/4". 2. GRADED AGGREGATE MATERIAL OF UNIFORM QUALITY THROUGHOUT SHALL BE SUBSTANTIALLY GRASS FREE FROM VEGETABLE MATTER, SHALE, LUMPS AND CLAY BALLS, ETC. INFILTRATION BASE: CLEAN AREA 3. BASE MATERIAL CANNOT BE OF ROUND NATURE AS THIS WILL NOT LOCK TOGETHER WHEN COARSE AGGREGATE COMPACTED AND WILL NOT PROVIDE ADEQUATE SUPPORT UNDER THE POROUS PAVE INSTALLATION. e DEPTH AS PER VOID RATIO BASE SHOULD BE A 3/8"TO 3/8"CLEAN WASHED STONE. (SEEVNOITES) DEPTH 4. BASE MAY BE REQUIRED TO BE THICKER IN APPLICATIONS WHERE HIGH WATER HOLDING CAPACITY IS NEEDED. CRUSHED ROCK, AS SPECIFIED ABOVE, HAS APPROXIMATELY 18/o VOID SPACE. ONE s 40/o VOID-5" DEPTH �,,,� .,•n o — n a SQUARE FOOT OF BASE, 4"THICK WILL HOLD APPROXIMATELY 100 CUBIC INCHES OF WATER. 2" RAIN �1 ='t -- FALL PRODUCE 288 CIF OF WATER. 12"THICK OF BASE COURCE WILL RETAIN THE 2" RAIN. .................... .........._... - j---� No. Description Date " WELL DRAINING SOIL T......� .. __. SPREADINGTHE MATERIAL IN A EVEN FASHION. P � ✓, ._. -�w. , `� � w � J 7. AREAS OF BASE WHERE SAND OR SILT BECOME MIXED TOGETHER WITH THE BASE DURING d° s" INSTALLATION SHOULD BE REMOVED AND REDONE TO ENSURE ADEQUATE COMPACTION AND 41 SUPPORT.°:, 8. COMPACTING BASE' FINISHED BASE MUST BE COMPACTED UNIFORMLY TO A DENSITY OF NOT LESS 1 ` fr 43'_o" THAN 95%OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, METHOD D. ENSURE THAT — - �y \\ a N _. ._.•- /f '. - µ BASE IS INSTALLED AND COMPACTED A MINIMUM OF 6" BEYOND THE PROPOSED AREA OF POROUS ,s"'y � ,,,,..--• --'-----^,, � r n o '- -. _t - /J ._...---- A PAVE INSTALLATION. IF THE BASE MATERIAL DOES NOT HAVE THE PROPER MOISTURE CONTENT TO ENSURE THE REQUIRED DENSITY, WET OR DRY THE BASE AS NECESSARY TO ACHIEVE 95% - -•- i o COMPACTION UNIFORMLY THROUGHOUT THE ENTIRE AREA. PROP.WASTEWATER SYSTEM 1 a � � Typical Sitework Details Co 1 4 va Copy\ ,, NEW CONC. RETAINING' - J 1 I jj� WALL ,, a� /2" = 1 0�� f { 4 yq FF �j EXISTING TREE, TYP. / f ' A LLm FLOW —� { u O� t -- - VA ar-o^ f a O 4" VERTICAL SLOPE 43:_0:, O FACE 43'- / �A PROPOSED PERSPECTIVE VIEW ' O SILT FENCE ORBEDDING DETAIL I t _ � BALE, R BOTH 36" MINIMUM 2 x 2 _ HAY ANGLE FIRST STAKE TOWARD ,f ,\ FENCE POST � PREVIOUSLY LAID BALE -f / " °°' WOVEN WIRE FENC - -- PROPOSED SHRUB ( �� 2 .--- t, TYPE A, TYP. x 6 - 10/10 WW ) '� --,• g F Z FLOW �- ^ A PROPOSED SHRUB FILTERCLOT ~' i _ __..... ..._._. , o. o w TYPE B, TYP. 77 0 ( J PROPOSED EMBED FILTER CLOT DRYWELL, MIN. 6" INTO GROUND -� 39'-0" 8' DIA. 6' DEEP W/GRATE ; NOTE: MAXIMUM DRAINAGE AREA / 112 ACRE / 100 LINEAR FEET s TYPICAL SILT FENCE SECTION DETAIL TYPICAL HAY BALE ANCHORING DETAIL TRENCH DRAIN CREAT�A SWALE ' a8. PROJECT Cambourakis 011 Stormwater Management Typical Silt Fence ' ` 1 and Ha Bale Details Co 1 ' ' 5 N.T.S. Residence DRAINAGE AREA 1: ■ 2,382SF Stormwater Retention EXISTING HILL, PART OF AREA CONTRIBUTING TO POOL PATIO System Layout, Planting DRAINAGE AREA 2: Layout 2,556 SF POOL PATIO & POOL HOUSE Project number 23018 DRAINAGE AREA 3: Planting Type Date 5/17/2024 9,412 SF Drawn by GB YARD CONTRIBUTING TO Plant Type Common Name Ht Checked by HA rn DRYWELL Ll :1P V7 Stormwater Retension System Layout Shrub Type A Schip(Skip) Laurel 5'- 15' o Plantin Layout Shrub Type B Northern Bayberry 3'- 12' A. 101 2 1 1" = 20'-0" N Scale As indicated M