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The Enclaves - SCTM No. 1000-63-3-15 SP EXCEPT
d 77 Y:,- April „ ..April 13, 2017 Town of Southold Zoning Board of Appeals 54375 Main Road Southold, NY 11971 Attn: Kim Fuentes Re: Special Exception for the Enclaves 56655 Main Rd, Southold NY SCTM No. 1000-63-3-15 Dear Ms. Fuentes, Pursuant to your request I have prepared the following Narrative of the Project we are submitting to the 'Zoning Board, known as the Enclaves. The Enclaves will be located at 56655 Main Rd, Southold. It is located on a 6.75 Acre parcel of land located within the Hamlet Business District. The concept is to incorporate the existing home on the site, formerly known as the "Hedges” Bed and Breakfast, to function as the restaurant component to the project. In addition, the new Hotel will be set beyond a dense hedge row and a nearly 1 acre meadow, making it virtually invisible to the street as well as the restaurant. The L-shaped Building will consist of 40 individual Hotel rooms, each one under 600 SF, as well as 4 individual approximately 600 SF cottages at the far Northern end of the property. Between these two structures will be an enclosed "Courtyard" where the pool and lounging areas will take place. All activities (pool, courtyard and parking areas) will be located facing the Property to the West (a Commercial Boatyard) as well as the property to the North (the LIRR Tracks). The building itself will act as a buffer to the 3 neighboring properties to the East. The project is fully compliant in all respects to the Current Zoning Requirements for a Hamlet Business district, yet due to its (permitted) use in this Zoning District, requires a "Special Exemption" from the ZBA, hence our application relative to the Zoning Criteria I offer: Town of Southold Zoning Board of Appeals Page 2 • Minimum Property size required for this use: 5 Acres (Actual Property size: 6.75 Acres) • Allowable Number of units for a property without Public Sewers: One Unit/6,OQO SF of Land (Number of units permitted: 294,202 SF Property/6000 sf= 49 Hotel units allowed)- Please note we are applying for 44 units • Maximum size of each Unit: 600 SF (Actual size of each unit proposed: 545 SF) • In addition, there shall be no music, entertainment or Loudspeaker system that shall be audible from beyond the property line (This shall be accomplished through careful design and directing of the Sound systems as well as significant dense evergreen planting at the perimeter of the property) Should you have any additional questions or Comments,please do not hesitate to contact me at your earliest convenience. i�emwrv"wwrw�v o�.��� �I���•r"' � W President C�(�t.gjjt r(oricarrc It c l� .����r� 1�li C. .°m ZONING BOARD OF APPEALS TOWN OF SOUTHOLD, NEW YORK Phone(631) 765-1809 (631)765-9064 IItC i miq,mi Ai APPLICATION FOR SPECIAL EXCEPTION (,) Application No. Date Filed: TO TI IF ZONING BOARD OI' APPEALS, SOIITI]OLD, NEW YORK.. Applicant(s), Andrew V. Glambertone of Parcel Location: IIouse No. 56655 Street Main Road ( Route 25 ) I Iandet Southold Contact phone numbers. Jib31) 367-0050 SCTM 1000 Section 63 Block 03 Lots 15 Lot Size _6.75 Zone District HB -------- AGRES hereby apply to THE ZONING BOARD OF APPEALS fora SPECIAL.EXCEPTION in accordance with the ZONING ORDINANCE,ARTICLE X SECTION 280-45, SUBSECTION B (2) for the following uses and purposes: Hotel as shown on the attached survey/site plan drawn to scale. Site Plan review [X] IS or [ ] IS NOT required. A. Statement€�,[C► �nt,°pCs1��ll pI� l ]nte , t,:. 56655 Main St. LLC elo Jonathan Tlbett is(are)the owner(s)of property known and referred to as 56655 Main Road ( Route 25 ) , Southold identified on the Suffolk Count Tax Maps as I ..... .. (House No. Street Iamlet) County p District 1000, Section 63 ,Block 03 ,Lot 15 and shown on the attached deed. IIlie above-described property was acquired by the owner on Auqust :21,2015 13. The applicant alleges that the approval of this exception would be in liarniony with the intent and purpose of said zoning ordinance and that the proposed use conforms fors to the standards prescribed therefore in said ordinance and would not be detrimental to property or persons in the neighborhood for the following reasons: (HB) C. The property which is subject of this application is zoned Hamlet Business and [X] is consistent with the use(s)described in the CO (attach copy), or [ ]is not consistent �'th the CO being furnished herewith for the following reason(s): [ ] is vacant land. COUNTY OF SUFFOLK) _. ss." gnature �- STATE OF NEW YORK) Sib ) Sworn to before mo this �S day of 120 ¢,tti�,iy Rta A. Lei Noteiy Public-State of New York No.0 1 LF6075039 Suffcxk County My Conunission Expires May 27;1 09 ZONING BOARD OF APPEALS TOWN OF SOITTUOLD, NEW Y(..)RK Phone(631)765-1809 (631)765...9064 APP11,1CA110N FOR SPECIAL.EXCE19JON Appflca6on.No Date File& pa ge 2 General Standard.s, j.-)1ease answer the ffiflowing as it j.:)er1afiis to your proJect: A, The use will not prevent the orderly and reasonable use of aqjaceat properties or of properties in adjacent use districts MCAUSE: The proposed use of the property Is In compliance P41th the allowable use In the Hamlet D)51ness Pf5trlct as per Southold Code. 71he use at propertq Nil be contained to the proportq itself,adequate screen planting will be provided to screen neighboring properl;W5,thererore not effecting the adjacent properties. B. The use will not prevent the orderly and reasonable use of perirtitted or legally established uses in the district wherein the requested use is located or of perinitted or legally established uses in adjacent use districts BECAUSE� The proposed use of the property is In compliance with the allowable use in the Hamlet Buslness Plstrict as per Southold Code, C, The safety, the health, tire welfare, the coinfort, the convenience or the order of the town will not be adversely affected by the proposed use and its location BECAUSE: Ali activity related to the proposed project P41111 be contained rdthln the property,and the use of the proposed project Is in compliance and character of the town therefore not adversely affecting the town. D, T'he use will be in hannony with and pror.note the general purposes and intent of Chapter 280-142 BECAtJSE' The proposed use of the Property Is In compliance vilth the oliovqoble use In the Hamlet Business Mstrict as per 5outhold Code. I 'Flie use will The conipatible with its surroundings and with the character of (lie neighborhood and of the corruitunity in general, PHfIiUdarly with regard to visibility, scale and overall appearance BA.USE: The proposal consists of keeping the existing residence Mich is the most prominent and visible structure of the project. As this Is on existing structure It doesn't change the vf9lbility., ecde and overall appearance as It relates to the neighborhood. FAll proposed SIFUCIIIIVS, C(lUipment, and niaterial shall be readily accessible for fire and police protection BEIVATJSE� The proposal Is to have two separate access entrances off Main Road Mich will fadiltate oace55lbi[lty by both Mrs and poke protection. GThe proposal shall cornply with the requirernents of Chapter 236, Storiniviter Managenient 1311CAUSII,": The apOicant, will submit a Storm Nater Management Control Plan for the approval by the Town of Southold,prior to the 4ommencernant of construction. APPLICANT'S PROJECT DESCRIPTION (For ZBA Reference) Applicant: ertone Date Prepared, April 13,201'f . t � bt � p p w V. Glamb Andre...._ � I I. For Demolition of Existing Building Areas ' g -4" shad. Please describe areas em remove Existing 8'-q" x 8'mm .. __.._._,. .. II. New Construction Areas (New Dwelling or New Additions/El xtelisions): Dimensions of first floor extension; Dimensions of new second floor: „m ,., 5EE PLANS ®, Dimensions of floor above second level: -------------- TTACHED .. Ef,T, _.._„ Height(from finished ground to top of ridge): mm, Is basement or lowest floor area beingconstructed? If es lease provide height above y , p p g ( ground) measured from natural existing grade to first floor: III. Proposed Construction Description (Alterations or Structural Clianges) (attach extra sheet if necessary)-,Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: 2 Story sin le ra lcl ne, Number of Floors and Changes WITH rations Alte2 tsrcthous „a .� Sto utureo a M.. ,_... ... restaurant with a 14 seat. apq ltg . prr asad.,addNtic con a t# th0._09 pr;Nrtt of a E_e1(I5itl, G ,shed,.�and IV. Calculations of building areas and lot coverage (from surveyor); Existing square footage of buildings on your property: 3648.6"1 sq.ft. Proposed increase of building coverage: . 835% Square footage of your lot: 24402 sq ft Percentage of coverage of your lot by building area: 4.22 % V. Purpose of New Construction: 2 Story hotel,pool;, and It's required parking VI. Please describe the land contours (flat, slope %, beavily wooded, marsh area, etc.) on your land and liow it relates to the difficulty in meeting the code requirement(s): - onsl _ p lands_ a areas of the site the-- -and, lase gs_ d rtraa " garage p rte from el. 52 at rear of ro ert to el 26 at front o p pam g is of en t wat w4as used for mardenlrw rt aor we tfiart wstith tie hom&.",m e,.. is oI the hon �t6stl contours ro ert Southern _d law� of,the r-pr�ope +g � of t e�h Ouse-I oodl nd. Please submit seven (7) pltotos, labeled to sliow different an � . _... gles of yard areas after staking corners for new construction), and pltotos of building area to be altered witli yard view. 7/2002; 2/2005; 1/2007 QUTSTIONNAIRE SPECIAI, EXCEPTION FOR FILING WITH YOUR ZBA APPLICATION " �µ n. Has a determination been made regarding Site Plan review?__ Yes x No If no, please inquiry with the ZBA office and if site plan is required, you may apply to the Planning Dept, at the sante time so both applications can be reviewer] concurrently. 2. Are there any proposals to change or alter land contours? Minor Changes proposed to create flat a. No X Yes please explain on attached sheet, pool terrace area see attached site plan. 3. Are there areas that contain sand or wetland grasses? No a. 2.)Are those areas shown on the survey submitted with till's application? b. 3.)Is the property bulk headed between the wetlands area and the upland building area? _ -..m,.... . c, 4.) If your property contains wetlands or pond areas, have you contacted the Office Of the Town trustees for its determination of jurisdiction?— Please confirm status of your inquiry or application with the trustees: and if issued,please attach copies of permit with conditions and approved survey, 4. Is there a depression or sloping elevation near the area of proposed construction at or below five feel above mean sea level? No 5, Are there any patios, concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? None_ Please show area of the structures on a diagram if any exist or state none on the above line. 6, Do you have any construction taking place at this time concerning your premises? None If Yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe:_ 7. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking, please apply to the Building Department to obtain copies of them, 8, Do you or any co-owner also own other land adjoining or close to this parcel?_No if Yes, please label the proximity of your lands on your survey. 9, Please list present use or operations conducted at this parcel Existing simile famlly residence with garage,an ed. and the proposed use Restaurant, In existing structure. _ __. Neal 2 stor'rg to], (ex:exisling sing,,le ramily,proposed saint with pool or(rl Gl�;s r�du�11 iia+el�uas Fl od l +°with apartments above,etc) Authorized Si"om tore and Date i ID-819501.7-031 ABSTRACTERS' INFORMATION SERVICE I Q D 1 MARCUS AVE,SUM MZ2 H LAXE SUCCESS NY 11.041 PI-IO E(516)918.4600 FAX(516)918-4540 w * •°i CERTIFICATE OF OCCUPANCY HTML NO.0260..3019736405 p:DATE° 6/1012015 PRJENUSM 56655 ROUTE 25, SOUTHOLD TOWN OF SOUTHOLD DISTRICT. 1000 SECTION063.00 BLOCK,03100 LOT.015,000 SEC: 063.00 LOCK: 03.00 LOT: 015.000 A SEARCH OF THE RECORDS CONDUCTED BY THE DEPARTMENT OF BUILDINGS REVEALS THE FOLLOWIMG INFORMATION: co# 21,3486 DATED: 05/31/1985 ONE FAMILY DWELLING LUNG KITH TWO ATTACHED PORCHES, T. ACCESSORY SHEDS, GARAGE, WELL, BED AND BREAKEPAST, MPORTANT NOTICE ABOUT SEARCH INFORMATION ABOVE O A'4AA TRACK Y,S"IIORMA"FROX IA.RVICfi.4 LAC OkMaADM,k.°k't°,LIT)ALL ILLLAU1a8.UTV To dLW Y+M0y OR IC.'l"4uT a FOR r.CC Plk"LX P'k'.� 0 i-%LLKCE Of 10110ESKULZO LNG1rflr..Cd8b1QPjOV HDY'P IX'Y¢D Rr:AL P0,0PIPWY q'7IIPIC$RWA"OCd.J ARE IVWHD4'O E D'"W Y8"UTP OCT 1%AW61AVFV OF ATV&'6''M,FaRW.W L`WU-"r,0 061 MUM,M'p.U'R9MG OVI O.PBMA.."ON ANT WAAWAu'PPLA Of MElClAd.°uTAZELn V OR A'g1itiIY..Y,A WOR A PAX7bC4.'fl.A.W M0110SL OR WAK"VM IDAXL.O PRC Cmustt OF UAL=OR MCA W lYr"C OR 8.611 oin OR 0mj%5PPa,%IY.CU U'%,'ti'dv WN16PCfi a'LCfl.Q„V'@CL.. 'VWW UWNOT J4l II'WRLD A,IC6Cs'6CW.'UIUU DIMCLANta Rh'ACYA$IVIDL.W„qP..Y•,IVRWR X"Cu%"rr%9 pBAWk.,°P'LOLS MUSUMOrS.M°DWA4 I CT•a ARE L.Xm&.C'SPq'IP. y VuPW w"Am"u-n?.P'i IU,,qur Yo Ti'm unpin®U&w AY.PflYRAD PeWwKP L TOWN OF SOUTHOLD OFPICE OF BUILDING IM)PECTOR TC Wli RALL SOUTHOLD, NEW YORK CERTIFICATE OF OCCUPANCY NONCONFORAUNG PPENT11snS Till'S LS TO CERTIFY that tho Land Pre C.G. I- Building(s) Date- MAY 31 1 US located at 56,65t) t1min Road $outhold Street shown on County tax map as District 1000, Suellen_ 63 . Black 03 --=Z-# Lot 0150 does(notfor to the present Building Zone Code of the Town of Soutbold for the fallowitzgreasons: th 11 d ing Is non-conforming: there iv insufficient front yard. ............. There is a are-exiatihz. nonconrorming Bod A Breakrast. On the basis of information presented to the Building Inspector's Office, it has been determined that the above nonconforming ®/Land fX-1 Building(s) CX/Uze(s) existed on the effective date the present Building Zone Code of the Town of Southold, and may be continued pursuant to and subject to the appli- cable provisions of said Code. IT IS FURTHER CERTIF IED that, based upon information presented to the Building Inspector's Office, the occupancy and use for which this Certiff- cate is issued Is as follows, propert,y contains a two-story wood framed one-ramily dwelling with two attached porches. Property also has three..jeq1!qq.ry_�heds- an acceasory garams: and an ornamental wall. Properhy situated -I Zone. The Certificate is issued to WILLIAM 0. BARBARA G. ALBERT ON (owner, of the aforesaid building. I Suffolk County Department of Health Approval not t:uLlir6d 1UNDERIVRITERS CERTIFICATE NO. _n NC;`VICP� IS NEIIEBY GIVEN that the owner of the Pbove prendses HAS NOT C0NS1,.*NTFD TO AN INSPEMON of the pren&scs by the Buildhig ll.iopea- tor to determbic if the preallsqq con1ply with,all applicable codes and ordin- ances. other than the Building Zone Code, and tiierefore, rin such inspection has been conducted. This Certificate, therel are, does not,, and Is not intended to certify that the premises comply with all other applicable codes and regula- tions. NY Cal.,IliBstra,'aun mad�..taa P,.wet.d w Uh 4:uryv w 9 firMAna VJr-ats r"w Axys IlinxAwG.Oasai w D.,gaMo re(I net 5beeA)(q+B"w B IrtQ EOM) i t tAMULT 1f N,Ut.tNt LAWYER I;E1"0 ELF M CN ING 71115 lrar"t"%tt M.Nrl'.."t 1.115111161MAn W.NT S1 OULD BE USEW)BY LAWYERS ONLY U3.IS l l�N"f°Ll'h't.Mia„t'natda;Ahs" � ti�.. �....W...... . ,.,,ooe.. .. "'" ° day cl i)V y �.. ,In thra ycw- 2015 1ih;'1°°pM,fT,.N ,lta t:.uaastelit'1 faellett,lau.di (dually and as specific devisee of the hest will and testi annent of Albert Cohen,deceased 56655 Route 25 Southold,NY 11.571I.. party of the first part,and 56655 Main St LLC,a Now York Limited Liability Company 20 Stony Hill Path Smithtown,NY 11787 party of the second part, WrMESSETH,that the party of the first fam In consideration of Ten Dollars end other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second pan,the heirs or successors and assigm of the party of the second pan forever, ALL thatt °Eqpt®4 gpi g or p of land,with the buildings Improvegmengts PART on ted,altuate,lying being In its SEE A$M &°SAATTACHE,D TCA EPASS% HEREOF. BEING AND INTE NDED TO BE the Same Premises Conveyed to Albert Cohen and Win Costello Cohen by deed dated June 13,1985 and recorded on curse 2S,1905 its Liber 9521 Cp 9 In the Suffolk County Clcr`kas Office. TOGETHER with allrirhi,title and Interest,If any,of the pansy of the f rst part of"in and to arty strects and reads®butting doe above-described premises to the ter lines thereof-,TOGETHER with the appurtenances and all the estate and rights of the party sar the first pan in and to said premises;TO HAVE AND TO HOLD the premises hercung ted unto the party of the second pan,the heirs or successors and assigns of the party of the second part forever, A.ND the piny of the first past covenants that the party of the first part has not dune or suffered anything whereby the said premises have been tncumbared In any way whatever,except as sfbrasald, AND the party of the first pars,in compliance with Scotian 13 of the Lien LAw,covenants chat the party of the first pan will receive the consideration for this conveymcc and will hold the tight to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the Improvement before using any part of the total of the some for any other pumosc The ward"party"shall be cmuvcd as if It read"parties"whenever the same of this Indentum so requires. IN WITNESS S W OF,the party of the first part has duly executed this deed the day and year first above written. IN FRESIUNCE M taasfir]®when �..... ..... 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SEcnoN 06100 luta Castello Cohen BLOCK 43.40 LOT 0150000 TO COUNTYCRTOWN Suffolk 56655 Main St LLC REXORDWATREQUESTOF Fidelity National Vile Wurance Campony REIVAN 0 HA IL TO (irsarry NA't'tc'tNast 1 F'.R°'tX Diana C.Prevete„1,,sq, INSURANCE, 'tntrwlPANY Albanese&AlbAnwe LLP t crc vcw,rrrr kora 1050 Franklin Avenue Fidelis�' �® Carden City, 11530 .. .,.,,,,,.. . —-------- E E 'k M r" Title No,,3019-736405 ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND,SITUATE, LYING AND BEING IN SOUTHOLD,TOWN OF SOUTHOLD,COUNTY OF SUFFOLK,STATE OF NEW YORK, BOUNDED AND DESCRIBEDa BEGINNING POINT ON THE NORTHERLY LINE OF MAIN ROAD AT THE SOUTHWESTERLYE O LAND F SCOPAZ AND THE SOUTHEASTERLY CORNER OF THE PREMISES HEREIN DESCRIBED; RUNNING NCE ALONG SAID NORTHERLY LINE OF MAIN ROAD,SOUTH 84-04' 50"WEST, 19130 FE TO LAND ELY OF MILOVICH, NOW OR FORMERLY OF I A GEL P THENCEALONG SAID LAND FORMERLY I C , NOW OR FORMERLY OF PIETRODANGELOO (1)N6 4-4 20" WEST, 178.0 2)S ® 14°40`WEST, 103.0 TO LAND OF G THENCE ALONG SAID LAND OF GOMEZ,SOUTH 870 S° '°WEST, 90.10 FEET TO LAND OF ALBERT ALBERTSON; THENCE ALONG SAID LAND OF ALBERT W.ALBERTSON,THREE COURSES: ( )NORTH 5- ' °'WEST, 616.57 (2)SOUTH 71- 22° °°WEST, 59.72 ( ) NORTH 5® ' S "WEST, 51.34 FEET TO LAND OF LONG ISLAND RAILROADCOMPANY; THENCE ALONG SAID LANDRAILROAD COMPANY, NORTH 710 22`40'°EAST, 415®71 FEET T LAND OF EAST ISLANDER , Ca AND LAND OF DOLOMITE AND 2 CP THENCE ALONG SAID LAND AT EAST ISLANDER HOMES,INC.,AND LAND OF DOLOMITE AND ZUSTOVICH, SOUTH 7*38' '° EAST, 622.78 FEET TO SAID LAND OF SC e THENCE ALONG SAID LAND OF SCOPAZ; SOUTH 70 4' ,310.00 FEETTO THE POINT OR PLACE OF BEGINNING. THE policy to be Issued under this report will Insure e dtle to such buildings and Improvements a cte Ont e premises, ich by law constitute real property. FOR CONVEYANCING ONLY:TOGETHER R wit all the right,title and Interest of the party of the first part,of In and to the land lying In the street In frront of and adjoining said premlaa s. AGRICULTURAL DATA STATI+IMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD TVITEN TO USE THIS I'ORM: Theform must be completed by the applicant for any special use permit,site ,Flan approval, rise variance, or subdivision approval on property within an agricultural district OR within 500 feet of a fare: operation located in agricultural district. All applications requiring an agricultural data staleineut must be referred to the Suffolk County Department of Planning In accordance with sectioies 239- in a`itd 239-n of the General Municigidl Law. 1)Name of Applicant Andrew V Glambertone 2) Address`of Applicant-. 62 Elm 5t. Huntington, NY 11 145 3) lantt cel'Larid O wtie (if other than applicant) : 56655,main w5tmmLLC clo Jonothdn Tlbett -_.e, . .. __.t . .,....._ a 195'1 4 Address of Lan Owner: 2C;r Stan -HIII Pathti Smithtown NY NI�b 5 Description of Pro bsed Project:, Converting eAsting single Family residence Into a restaurant Constructing ._ al area and re wire l grOc ,... new 2 star hotel with a tatdcrar Ire_.. — 6)Location of Property(road and tax map number): 56655 Maln Road (R4ute ,25) 51,'TM# 1000 65-05-15 7) Is the pafebl withiri an agricultural district? ONo ❑Yes 1f yes, Agricultural District Number 8) Is this parcel actively farmed? 0 No ❑Yes 9) Nanie and address of any owner(s) of land within the agricultural district containing active farm. operation(s) located 500 feet of the boundary of.theproposed project: (Inforrrtation may be available through the Town Assessors Office, Town Fall location (765-1937) or from. any public computer at the Town Hall locations by viewing tlic parcel numbers on the-Town of Southold Real Property Tax System. Name and Address 1. 63-3-ISI ,-=------- — --- ------ —---------- - ---- 2, 65-3-24 3 4 ....,�.... m , . .. _ .. ......_....- 5, m.... A _.. ... .... 6. (Please use Back side of page if more than six property owners are identified.) ":l"'l . lot numkiiaybtained, in,idvauce, when regriested frons the Office of the Planning Board at 765- 19 8 tire, of lrp al:: at 765-1809. - .3, t:r�tt(d: Date Note: 1.Tlie local board will solicit comments from Ito owners of land identified above in order to consider the effect of the proposed action on their farm operation.Solicitation will be m le by supplying a copy of this statement. 2. Coannents returned to the local board will tea,:taken into consideration as part of the overall teview of this application 3. The clerk to the local board is responsible for sending copies of the completed Agricultural Data Statement to the l;ropety owners identified above.The cost for mailing shall be paid by the applicant at the time the application is submitted for review. Failure to pay at such time means the application is nos complete and cannot be acted upon by(lie board. 1-It-09 Full Environmental Assessment Form Part 1 -Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information; indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that infonnation. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D& E,most items contain an initial question that must be answered either"Yes"or"No". if the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the project sponsor to verify that the information contained in Part lis accurate and complete, r q 11 A. Project and Sponsor Information............m �......m.,,,, -.. . ..�_. u?R4 ...' —_ Name of Action or Project: The Enclaves Project Location (describe,and attach a general location map 56655 Main Road(Route 25),Southold m ---- -------.— _. _ w--,...., Brief Description of Proposed Action(include purpose or need). Converting existing single family residence into a restaurant.Constructing new 2 story hotel with outdoor pool area and required parking. New project will completely comply with all zoning regulations and be situated such that no music,entertainment or loudspeaker system will be audible beyond the property lines. Name of Applicant/Sponsor: Telephone� �— ��� (631)367-0050 Andrew V.Giambertone E-Mail: avg@giambertonearchitects.com Address: Elm St. City/PO: State:Huntington ... ......... ......... .. NY Zip Code: ode: 1743 Project (if --_ ._.........._ .___�� ...... .._...-._� _�.............� j (' t same as sponsor;give name and title/role): Telephone: E-Mail.�.... _.................._ -.-................ Address City/Po: ...... �..... State: Zip Code: Property Owner (if same not as sponsor)w Telephone: (516)997- -µ-m s 6190 56655 Main Road c/o Jonathan Tibett E-M.��............... mm ail: Address: 185 Willow Point Road City/PO: State: Zip Code: Southold NY 11971 ...... .. ...... ...... Page 1 of 13 B.Government Approvals .................. -----------................ . ....................................... 1,,__.................. B.Government Approvals, Funding,or Sponsorshi. -111 p. ("Funding"includesgrants, loans,tax relief,and any other forms of financial assistance.) ............................... Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual or proJected) ..._W.................. .................. a. City Council,Town Board, Yes No or Village Board of Trustees .............. ...... b. City,Town or Village Yes No Town of Southold Planning Board Planning Board or Commission -—-----—------ ................................... c. City Council,Town or Yes No Town of Southold ZBA Village Zoning Board of Appeals ............... d. Other local agencies El...Yes No .................... e. County agencies Yes No..... .... S-C-,D"-H-"S,-S-,"C"—W"A-,SCSA ......——----- .............. f. Regional agencies Yes No .. ....._._.........._.W......................................... g. State agencies 0Ycs0N0 NY State Dept.of Transportation,NY DEC agenciesElYes oNo , ------............. ... .............. ........... . ...................... -..... .Coastal..... ............................-------- ------ ..... i. Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? OYesE]No ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? 53 YesD No iii. Is the project site within a Coastal Erosion Hazard Area? Yes No _____._............................ "I'll""-,..................... ............................. ................ C. Planning and Zoning ....................... C°1°Planning and zoning actions- —Will administrative or legislative adoption, or amendment of a plan, local law,ordinance, rule or regulation be the Yes No only approval(s)which must be granted to enable the proposed action to proceed? * If Yes,complete sections C, F and G. * If No,proceed to question C.2 and complete all remaining sections and questions in Part I ............... ....._........... C.2. Adopted land use plans. ................a. Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site 0Yes[.'..]No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action OYesE]No would be located? .......................................... b. Is the site of the proposed action within any local or regional special planning district(for example: Greenway YesNo Brownfield Opportunity Area(BOA),- designated State or Federal heritage area-,watershed management plan; or other?) If Yes, identify the plan(s): NYS Heritage Areas:U North Shore Heritage Area ............................... c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, E]YesONo or an adopted municipal farmland protection plan? If Yes, identify the plan(s): .............. ..................... Page 2 of 13 w.....__........................... .....................................'................. ..................... ----------------- C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoninglaw or ordinance, OYesE]No If Yes,what is the zoning classification(s)including any applicable overlay district'? .............................. ....................... ............................ ................................................................... .. .... .... ............... ...................... .............. "T. Is the—use permitted—oialto wed—bya specialor conditional'"-'—_u"'se permit?—"_.............. Yes[--]No ................. ------- c. Is a zoning change requested as part of the proposed action? Yes No If Yes, i. at is the proposed new zoning for the site? ........... CA. Existing community services. —-------------- FnWh school district is the project site located?Southold a. at so o ........... ................. b. What police or other public protection forces serve the project site? Southok,l Town Polic(- ----- c.Which fire protection and emergency medical services serve the project site? Southold Fire DePartment .............. d. What parks serve the project site? Sowhoid f-,Iark,Founder,,;Landing Raik,Hortons poni,south wriior, Nark .......... ...... D. Project Details ...................... D.I.Proposed and Potential Development .....—---__ —--- -- ................. T .- I What is the general nature of the proposed action (e.g.,residential, industrial,commercial,recreational; if mixed, include all components)? ---------- ...........1-1-11-1-............. ........... T a. Total acreage of the site of the proposed action? 6.75 acres b. Total acreage to be physically disturbed? 5.92 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 6.75 acres ..................... .......... c. Is the proposed action an expansion of an existing project or use? El Yes O Ido 4 If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % [Units: _..______..W............_............................. .................................... d. Is the proposed action a subdivision,or does it include a subdivision? E]Yes JONo If Yes, i, Purpose or type of subdivision?(e.g.,residential, industrial,commercial; if mixed,specify types) ii. Is a cluster/conservation layout proposed? E]Yes E]No iii. Number of lots proposed? h,. Minimum and maximum proposed lot sizes? Minimum Maximum .......... e. Will proposed action be constructed in multiple phases? Yes No i. If No,anticipated period of construction: months E If Yes: • Total number of phases anticipated • Anticipated commencement date of phase I (including dernolition) month year ® Anticipated completion date of final phase month --.___year • Generally describe connections or relationships among phases, including any contingencies where progress of one phase may determine timing or duration of future phases: ..................... Page 3 of 13 ... ......... ..... .............. ............... f. Does the project include new residential uses? nYesIONo It'Yes, show numbers of units proposed. On F rn Two Fa .......... a Ay ....................1 L D—ree E. milly Mult ial—e EaLnUy kfo—LLr 2-1,more Initial Phase At completion of all phases ..... ............. g. Does the proposed action include new non-residential Construction (including expansions)? 0YesF ]No If Yes, i. Total number Of Structures 5 ii. Dimensions(in feet)of largest proposed structure:-- -J 33.92 height" 78&72 width; and _,-/0&205 length iii. Approximate extent of building space to be heated or cooled: 61,200 square feet ............. —-----____-__--- h. Does the proposed action include construction or other activities that will result in the ilnPOUndinent of any 0YcsFJNo liquids, Such as creation of a water supply, reservoir,pond, lake,waste lagoon or other storage? If Yes, i. Purpose of the impoundment: ii. If a water inIPOLIndment,the principal Source of the water. El Ground water El Surface water strearns 0Other-speci fyl- Municipal Water iii. if other than water,identify the type of impounded/contained liquids and their source. iv. Approximate size of the proposed impoundment. Volurne: 41,546*E44&H gallons; Surface area: 06 acres v. Dimensions of the proposed darn or impounding structure: —height; _ _length vi. Construction rnethod/inaterials for the proposed dam or impounding structure(e.g.,earth fill, rock,wood,concrete): Earth fill,bentonite clay liner, ......................................... D.2. Project Operations .......... a. Does the proposed action include any excavation, mining,or dredging,during construction,operations, or both? OWs�No (Not including general site preparation, grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? ii. How much material(including rock,earth,sediments, etc.)is proposed to be removed frorn the site? • Volume(specify tons or cubic yards); • Over what duration of time? iii. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. iv, Will there beonsitedewatering or processing of excavated materials? Yes No If yes,describe v. What is the total area to be dredged or excavated? acres vi. at is the maximum area to be worked at any one time? acres vii. What would be the maximum depth of excavation or dredging? feet viii. Will the excavation require blasting? Yes No ix. Summarize site reclamation goals and plan, b. Would the proposed action cause or result in alteration of, increase or decrease in size of,or encroachment E]Yes No into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i. Identify the wetland or waterbody which Would be affected (by name,water index number,wetland map number or geographic description); ........... Page 4 of 13 �.... ... .v. ro. .---._.._.......... .�. ,,,,,,,m ,.. .............. .��... . ............... .... ........ n. Describe how the proposed action would affect that waterbody or wetland, e.g. excavation, fill, placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities, alterations and additions in square feet or acres; iii. Will proposed action cause or result in disturbance to bottom sediments? Yes No If Yes,describe, N. Will proposed action cause or result in the destruction or removal of aquatic vegetation? Yes No If Yes: acres of aquatic vegetation proposed to be removed: expected acreage of aquatic vegetation remaining after project completion: purpose of proposed removal (e.g. beach clearing, invasive species control, boat access): 0 proposed method of plant removal: ... ......... ......... ......... _. .... _... ........ a if chemical/herbicide treatment will be used,specify product(s): v. Describe any proposed reclamation/mitigation following disturbance: _____--- c. Will the proposed action use,or create a new demand for water? OYes No If Yes: i. Total anticipated water usage/demand per day: gallons/day ii. Will the proposed action obtain water from an existing public water supply? Yes No If Yes: • Name of district or service area: ..... ...... ® Does the existing public water supply have capacity to serve the proposal? 21 YesEl No • Is the project site in the existing district? 0 YesEl No • Is expansion of the district needed? ®Yes®No • Do existing lines serve the project site? Yes No iii. Will line extension within an existing district be necessary to supply the project? Yes ONo If Yes: • Describe extensions or capacity expansions proposed to serve this project: • Source(s)of supply for the district. N. Is a new water supply district or service area proposed to be formed to serve the project site? E3 Yes No If,Yes: ® Applicant/sponsor for new district: _ • Date application submitted or anticipated: • Proposed source(s)of supply for new district: v. If a public water supply will not be used,describe plans to provide water supply for the project: Vi. If water supply will be from wells (public or private),maximurn pumping capacity: gallons/minute. d. Will the proposed action generate liquid wastes? OYesE1No If Yes: i. Total anticipated liquid waste generation per day: 11.500 gallons/day ii. Nature of liquid wastes to be generated(e.g., sanitary wastewater, industrial, if combination, describe all components and approximate volumes or proportions of each). iii. Will the proposed action use any existing public wastewater treatment facilities? Yes No If Yes: • Narne of wastewater treatment plant to be used: _ • Name of district: • Does the existing wastewater treatment plant have capacity to serve the project? Yes o • Is the project site in the existing district? Yes No • Is expansion of the district needed? Yes No Page 5 of 13 _.-..�.m _ ..... . ....... . ., - - ,....... Do cnistings wen lines serve the project site? . l��Yes[]No Will Linc extension within an existing district be necessary to serve the l:roro_lect`i E1YesJF.Jl'sIo If Yes Describe extensions or capacity expansions proposed to serve this project: iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? E1YesJZNo If Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated; • What is the receiving water for the wastewater discharge? v. If public facilities will not be used,describe plans to provide wastewater-treatment for the project, including specifying proposed receiving water(name and classification if surface discharge, or describe subsurface disposal plans): On-site_Biological Enaineered Shale Sludge,Treatment System tai. Describe any plans or designs to capture,recycle or reuse liquid waste, --m........... . e. Will the proposed action disturb more than one acre and create stonnwater runoff,either fi-orm new point Yes No sources(i.e. ditches,pipes,swales, curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e. sheet flow)during construction or post construction? If Yes: i. Flow much impervious surface will the project create in relation to total size of project parcel? Square feet or 3.52 acres(impervious surface) Square feet or 6.75 acres(parcel size) ii. Describe types of new point sources. W. Where will the stormwater runoff be directed(i.e. on-site stormwater management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? on ,ile starmwater management structures • If to surface waters, identify receiving water bodies or wetlands:. • Will stormwater runoff flow to adjacent properties? YesO No iv. Does proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? Yes No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions, including fuel Yes No �m combustion,waste incineration, or other processes or operations? If Yes, identify: i. Mobile sources during project operations(e.g.,heavy equipment, fleet or delivery vehicles) ii. Stationary sources during construction(e.g., power generation, structural heating,batch plant,crushers) iii. Stationary sources during operations(e.g.,process emissions, large boilers,electric generation) g. Will any air emission sources named in D.2.17(above), require a NY State Air Registration,Air Facility Pe it, ElYesONo or Federal Clean Air Act Title IV or Title V Pe it? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet Yes No ar-nbient air quality standards for all or some parts ofthe year) ii. In addition to emissions as calculated in the application,the project will generate: Tons/year(short toms)of Carbon Dioxide(CO,) Tons/year(short tons)of Nitrous Oxide(N20) Tons/year(short tons)of Perfluorocarbons(PFCs) Tons/year(short tons)of Sulfur Flexafluoride(SF6) rt`ons/year(short tons)of Carbon Dioxide equivalent of Flydroflourocarbons( Cs) Tons/year(short tons)of Hazardous Air Pollutants(FIA s) Page 6 of 13 —............................. h. Will the proposed action generate or ernit methane(including,but not limited to, sewage treatment plants, Yes No landfills,composting facilities)? If Yes: i. Estimate methane generation in tons/year(metric): ii. Describe any methane capture, control or elimination measures included in project design(e.g,, combustion to generate heat or electricity, flaring): .......... i. Will the proposed action result in the release of air pollutants from open-air operations or processes,such as Yes No quarry or landfill operations? If Yes: Describe operations and nature of emissions(e.g., diesel exhaust, rock particulates/dust): ................ .. ...... j. Will the proposed action result in a substantial increase in traffic above present levels or generate substantial E]Yes[]No new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): Morning [I Evening []Weekend El Randomly between hours of to ii. For commercial activities only,projected number-ofsenii-trailertruck trips/day. iii. Parking spaces: Existing Proposed Net increase/decrease ii,. Does the proposed action mckide any shared use parking? Yes No v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: vi. Are public/private transportation service(s)or-facilities available within 1/2 mile of the proposed site? Yes No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric Yes No or other alternative fueled vehicles? viii. Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing Yes No pedestrian or bicycle routes? k. Will proposed action(for commercial or industrial projects only)generate new or additional demand EYesE]No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: 1,10,552 KWH/YR ii. Anticipated I I s ources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable, via grid/local utility,or other): iii. Will the proposed action require a new,or an upgrade to,an existing substation? Yes No L — .......... ........ I-F ou s of operation. Answer all items which apply, i. During Construction: ii. During Operations: ® Monday- Friday: 0 0 Monday-Friday: 24 hrs. • Saturday: 0 a Saturday: 24 hrs. • Sunday: 0 0 Sunday; 24 hrs. • Holidays: 0 a Holidays: 24 hrs'.11, ——----------............. ............... Page 7 of 13 ................ ............. in. Will the proposed action produce noise that will exceed existing ambient noise levels during construction, 0 Yes El No operation, or both? If Yes: i. Provide details including sources,time of'day and duration: ii. Will proposed action remove existing natural barriers that Could act as a noise barrier or screen? El Yes 121 No Describe: ...................... ............. n., Will the proposed action have outdoor fighting? OYesE]No If Yes: i. Describe source(s), location(s), height Of fixture(s),direction/aim,and proximity to nearest occupied structures: ii. Will proposed action remove existing natural barriers that could act as alight barrier or screen? 11 Yes No Describe: ............. ............. o. Does the proposed action have the potential to produce odors for more than one hour per day? Yes No If Yes,describe possible sources,potential frequency and duration of odor emissions, and proximity to nearest Occupied structures: p. Will the proposed action include any bulk storage of petroleum (combined capacity of over 1,100 gallons) Yes No or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored ii, Volurne(s)_ per unit time (e.g.,month,year) iii. Generally describe proposed storage facilities: q. Will the proposed action(commercial, industrial and recreational projects only) use pesticides(i.e.,herbicides, [__J Yes No insecticides)during construction or operation? If Yes: i. Describe proposed treatments): ii. Will the 2M)sed ac t i on use l►►tc Ie V Pest MaLaL_p Practices? D Yes JNo _ r. Will the proposed action(commercial or industrial projects only) involve or require the management or disposal El Yes ONO of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction; tons per (unit of time) • Operation : --- tons per (unit of time) ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: • Operation: W. Proposed disposal methods/facilities for solid waste generated on-site: Construction: Operation: ....................... Page 8 of 13 s.Does the proposed action include Construction or modification of a solid waste management facility? F] Yes IP No If Yes: i. Type of inanagernent or handling of waste proposed for the site(e.g.,recycling or transfer station, composting, landfill,or otlier disposal activities): ..........- .. .......... ii. Anflcipated rate of disposal/processing: Tons/month, if transfer or other non-combustion/thermal treatment, or Tons/hour, if combustion or thermal treatment iii. If landfill,anticipated site life: ........... years ..................... ................... ...... t. Will proposed action at the site n;o]'ve' the commercial—generation,treatment,storage, or disposal of hazardous Ve s No waste? If Yes: i. Name(s)of all hazardous wastes Or Constituents to be generated,handled or managed at facility; ii. Generally describe processes or activities involving hazardous wastes oi-constituents: iii. Specify amount to be handled or generated —tons/month N. Describe any proposals for on-site minimization, recycling or reuse of hazardous constituents: V. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? ""es pi No If Yes: provide name and location of facility'. If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: .................. .............. ..................................... E. Site and Setting of Proposed Action ....—-----------1 ____—-----------............. ............_. ___................ ........... ...................... E.I. Land uses on and surrounding the project site ...................... -—--------- .............................. a. Existing land uses. i. Check all uses that OCCUr on,adjoining and near the project site. El Urban El Industrial 0 Commercial 0 Residential (suburban) El Rural (non-farm) E] Forest E] Agriculture E] Aquatic E] Other(specify): ii. If mix of uses,generally describe: ............ . ........ ................. -----........ b. Land uses and covertypes on the project site. ..................... —-----...... ......................................... ................... ........-——- --- Land use or Current Acreage After Change Covertype Acreage 11rojed Completion (Acres F/ ...................._,_______ ......... 0 Roads,buildings,and other paved or impervious 0.129 acres 2.87 acres +2.741 acres surfaces .............. ........................ Forested 0 00 • Meadows,grasslands or brushlands(non- 5.9 acres 3.87 acres 2.03 acres �agrjcultural, including abandoned�ngcivAfllurd) ............— __ .Z. ___ '... • Agricultural 0 0 0 (includes active orchards, field,greerihoLNe etc.) ............. — ------------ . ......_____,_ ........... • Surface water features 0 0 (lakes, porlds, rivers, etc,) ...................... ...................1111"---—----- ............ ...................... .................. Wetlands(freshwater or tidal) 0 0 0 .....a-...__... -------------- .................... .. ........... Non-vegetated(bare rock,earth or fill) 0 0 0 . ........................... ............... ........... . ........ Other Describe; ................. ............. ........................... -------—1........ ........................ ........ Page 9 of 13 -.-------- �. . c. Is the project site presently used by members of the community for public recreation? EJ Yes No i. If Yes: explain: d.Are there an facilities ttes ses•vin.. children,the rr. — ..,..e n.. — ---- y g c elderly,people with disabilities(e.g., schools,hospitals, licensed Yes No day care centers, Or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: e. Does the pro .._.... ....__ �arn?..._ .._ —...... ..... ......_ _._�. ------- ......... .... ec J t site contain ar7 existing dYes No If Yes: i. Dimensions of the darn and impoundment: Darn height: ..._. _...... _.. _... feet ® Darn length: feet 0 Surface area: acres ® Volume impounded, ...... .... ........ gallons OR acre-feet ii. Dam's existing hazard classification: iii, Provide date and Summarize results of last inspection: f. Has the project site ever been used as a municipal,commercial or--industrial solid waste management facility, Y.esENow - No or does the project site adjoin property which is now,or was at one time, used as a solid waste management facility? If Yes: i. f Ias the facility been formally closed? Yes No If yes, cite sources/documentation: ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: W. Describe any development constraints due to the prior solid waste activities: Have hazardous wastes been generated,treated and/or disposed of at the site, or does the project in ......... ge b p p° J site adjoin Yes No property which is now or was at one tine used to commercially treat,store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities, including approximate time when activities occurred: � .. ��� � h. Potential contarnmation history. Has there been a reported spill at the proposed project site or Have any Yes No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site Yes No Remediation database? Check all that apply: Yes—Spills Incidents database Provide DEC; ID number(s): Yes—Environmental Site Remediation database Provide DEC ID number(s): _ Neither database ii. If site has been subject of RCRA corrective activities, describe control measures: iii. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? Y ws[JNo If yes, provide DEC ID number(s) 152218 _ iv. If yes to(i),(ii) or(iii)above,describe current status of site(s): Page 10 of 13 .................... ... i), Is the Project Site Subject t ....... o an institutional control limiting property uses? 110 YesID No • If yes, DEC site ID number: • Describe the type of institutional control (e.g.,deed restriction or easernent), ® Describe any use limitations: im Describe any engineering controls: 0 Will the project affect the institutional or engineering controls in place? Yes No —-----. ............ ............. ..... ........... ----—------ ___--- E.2. Natural Resources On or Near Project Site .................... .................................................. -------......... a. What is the average depth to bedrock on the project site? feet ................................. ----_----- .. ................ ................................................ -------- b. drei"e"bedrock 01-Itcroppings on the project site? Yes Flo 11"Yes,what proportion of the site is comprised of bedrock outcroppings? ........................................................................ ............... ....................... .............................................____..................................................... ...................... c. Predominant soil type(s)present on project site� OL(Silts&S-ilty Clays) 10 % SP(Sands}..... Sands) 90 % ............................ ... ............. .................................... . .................................. .......................................... d. What is the average depth to the water table on the project site? Average: 26.9 1,eet ......................... .....---------..................... ..............."_'____'.......................... e. Drainage status of project site soils; Well Drained: 90%of site Moderately Well Drained: 10%of site E] Poorly Drained %of site ............................. .......... .................... -------------.........11--------------------- .......... f Approximate proportion of proposed action site with slopes: 0 0-10%: 100 %of site El 10-15%: %of site F] 15%or greater: %of site .................. ............... ----------.............................. g.Are there any unique geologic features on the project site? F1 Ya spl No If Yes,describe: -——--------___--- ............ ........................... h. Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies (including streams, rivers, E1Yes0No ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? Yes No If Yes to either i or ii, continue. If No,skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, Yes No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information; a Streams: Name Classification * Lakes or Ponds: Name Classification * Wetlands: Name Approximate Size * Wetland No.(if regulated by DEC) v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired Yes No waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: -- ---------- ............... i. Is the project site in a desi�nateci Floodway? E]Yes No ........................... ... ...................................... ............................. j. Is the project site in the 100 year Floodplain? es No ........ ...............-------.............................. ......... k. Is the project site in the 500 year Floodplain? Yes No ---.......... ....................... 1. Is the project site located over,or immediately adjoining,a primary, principal or sole Source aquifer? ®Yes®No If Yes: i. Name of aquifer:Sole Source Aquifer Names:Nassa u-Suffol k SSA ...................... ............................... ..................... -----------.................... Page 11 of 13 m identify the predominant wildlife species that occupy or use the project site: Native Birds Rabbits uilreis n. Does the project site contain a designated significant natural community? Yes No If Yes: r. Describe the habitat/comtnunity(composition, function,and basis for designation) ii. Source(s) of description or evaluation- W. Extent of community/habitat: • Currently: acres • Following completion of project as proposed. acres Gain or loss(indicate +or-): _... ......... ......._ acres ........_ n ... ®.n .___ .... ,,.... ..... .... ......... o. Does project site contain any species of plant or animal that is listed by the federal government or NYS as Yes No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? Does the project site contain an species ecies of`plant or animal that is listed�b NYS as rare or as a species p• P` J Y p' p y p les of Eb"'est No special concern? q. Is the project site or°adjoining area currently used for hunting,trapping,fishing or shell fishing? Yes o No If yes,give a brief description of how the proposed action may affect that use: .. ....... ......... . ,3, Designated Public Resources On or Near Project Site a. Is the project site, or any portion of it, located in a designated agricultural — e u�� °������� al district certified pursuant to Yes No Agriculture and Markets Law,Article 25-AA, Section 303 and 304? If Yes, provide county plus district name/number: b. Area agricultural lands consisting..of highly soil. , — ............ ...........----._. .�.m�.�.. .. ......_ ------ ....... . ---.�...........� ° . , g ° g g y p s present? Yes No i. If Yes: acreage(s)on project site? ii. Source(s) of soil rating(s) c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National _ Yes No Natural Landmark? If Yes: i. Nature of the natural landmark: Biological Community EJ Geological Feature ii. Provide brief description of landmark, including values behind designation and approximate size/extent. _._______ d. Is the project site located in or does it adjoin a state listed Critica_a..Environmental .. .........n._.______ ..]__. 1 Environmental Area? Yes No If Yes: i. CEA name: U. Basis for designation: W. Designating agency and date: Page 12 of 13 e. Does the project site contain,or is it substantially contiguous to,a building, archaeological site,or district El.....Yes No which is listed on, or has been nominated by the NYS Board of Historic Preservation for inclusion on,the State or National Register of Historic Places? If Yes; i. Nature of historic/archaeological resource: El Archaeological Site 1-Iistoric Building or District ii. Name, iii. Brief description of attributes on which listing is based f. Is the project site, or any�portion of it, located erg or adjacent to an area designated as sensitive f ___—__ - p J Y p c° or Yes No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g. Have additional archaeological or historic site(s)or resources been identified on the project site? Yes No If Yes: i. Describe possible resource(s): ii. Basis for identification: ° h. Is the project site within fives miles ofany officially designated andblicl uaccessible m...E] � p y ac c;ess�bie federal, state,or local Yes o No scenic or aesthetic resource? If Yes i. Identify resource; ii. Nature of,or basis for,designation(e.g., established highway overlook, state or local park,state historic trail or°scenic byway, etc.); W. Distance between project and resource: miles. _ ........ ....... - - -- _. _ _ ...... ___ ----- ------- _--------- _m ...... r. Is the project site located within a designated river corridor under the Wild, Scenic and Recreational Rivers El Yeso No Program 6 NYC;RR 666? If Yes: i. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYC;RR Part 666? Yes No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have 'identified any adverse impacts which could be associated with your proposal,please describe those impacts phis any measures which you propose to avoid or minimize there. G. Verification 1 certify that the information provided is true to the best of my knowledge. 0 Applicant/S1° wn° Name Andr w V.Gjarnwbcri)T*+ Date 04/13/2017 Signature .m `Title Awl Aeirf:t Page 13 of 13 EAF Mapper Summary Report Tuesday, April 11, 2017 3:14 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form(EAF),Not all questions asked in the EAF are answered by the EAF Mapper,Additional information on any EAF question can be obtained by consulting the EAF Workbooks, Although the EAF Mapper provides the most up-to-date digital data available to DEC,you may also need to contact local or other data sources in order to obtain data not provided by the Mapper,Digital data is not a substitute for agency determinations �� Illmp�"„pt r,_ fl. r 4 9...1 EL,E, s. e xn s IJ SSS, Vf iV REwuE%IFFNRC',anFto ry� . Yi V tII T E� Ewru hi .a heng Y�cr^-:N E ri atl":��otlo�� , Stiu-ca "E is H. PE, u.. a, E,. u.' rau4�Yv pa, V.fnt rc ylrrd9 :,NOGG, Eisrra$uit: GaL i , �1,-u5,Interm-p e _ :n flMEcflEk l,CRELIENT F. 'rR:,`an,Esri apenr�wiEY 1 .uat`r 1Ns`f3F�476LIETLEiriire Hcng BJJ [Coastal or Waterfront Area] Yes B.i.ii [Local Waterfront Revitalization Area] Yes C.2.b. [Special Planning District] Yes - Digital mapping data are not available for all Special Planning Districts, Refer to EAF Workbook. C.2.b. [Special Planning District- Name] NYS Heritage Areas:Ll North Shore Heritage Area E.1.h [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF Potential Contamination History] Workbook. E.1.h.i [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF Listed] Workbook. E.1.h.i [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF Environmental Site Remediation Database] Workbook. E.1.h.iii [Within 2,000' of DEC Remediation Yes Site] E.1.h.iii [Within 2,000'of DEC Remediation 152218 Site - DEC ID] E.2.g [Unique Geologic Features] No E.2.h.i [Surface Water Features] No E.2.h.ii [Surface Water Features] No E.2.h.iii [Surface Water Features] No E.2.h.v [Impaired Water Bodies] No E.2.i. [Floodway] No E.2.]. [100 Year Floodplain] No E.2.k. [500 Year Floodplain] No E.2.1. [Aquifers] Yes E.2.1. [Aquifer Names] Sole Source Aquifer Names:Nassau-Suffolk SSA Full Environmental Assessment Form - EAF MaDDer Summary ReDort L-Z-11. LI-40LU101 1-UIIIIIIUIIILIVOj IMU E.2.o. [Endangered or Threatened Species] No E.2.p. [Rare Plants or Animals] No E.3.a. [Agricultural District] No E.3.c. [National Natural Landmark] No E.3.d [Critical Environmental Area] No E.3.e. [National Register of Historic Places] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.M. [Archeological Sites] Yes E.3.i. [Designated River Corridor] No Full Environmental Assessment Form - EAF Marwer Summary ReDort Board,.of ��:�r�Aai.���f'4..��1��:�� ( Applicant is not the�..... �lu.�..... pprc the AUT1��.� t lta�O�Dwroer) 5_.. __._t. LLC, c/® Jonathan Tibett P w.� _, `�P 6 Main coat add RAY VPt residing �t--- W�UNIIG)NV �aPn Road, _ ,.. (.Print property owner's name) ailing Address) i th b h do hereby authorize ., ons .�..v _ ...._ dr�� V larnb�rt. ., e....... (Agent) to apply for variance(s) on any behalf froze the Southold Zoning Board of Appeals.. .. 1 " „ � S` (PrintOwner's Name) APPL1C:e'%NT°t:k i'dEII TRANSACTIONAL DISCLOSURE Fd,ItM _ I _ �aa illi..a r� areal "u�ealrlati+ :m...t,llla llrr.rirraw The Town of 1 bode alt f dart s rrarlrslult aarrutllP 9»tat rnb Ieli st urrr tlaa yr rp`l of ttra outhold' TT.. rt flae o Stiui „ .rantiowhich can alert the town..rrl I�!r',l„�,��Cr,k� yfljel,,of iroervo andallow it to take whatever rop togbap. °'”adt arrltrar..,.. n action is necessary to avoid same, YOUR NAME - 56655 Mala 5t. LLC, c/® Jonathan Tibett L a t narrae,first®areae,anrddle initial,-unless}'on naare ofsomcoac Disc orother acr cntl(�} ,sarcla as a company,If so,indicate the other person's or company's name,) TYPE OF APPLICATION: (Check:all that apply) Tax grievance Building Permit Variance Trustee Kermit Change of Zone Coastal erosion Approval of I al Mooring Other(activity) Planning Do you personally(or throughh your company,spouse,sibling, parent,or child) have a relationship with any officer or employee of the Town of Southold?"Relationship" includes by blood, marriage,or business interest, "Business interest" means a business,including a partnership, in which the town officer or employee has even a partial ownership of(or employment y) a corporation in which the town officer or employee owns more than 5% of the shares. Y SNO If No,sign and date below. If YES, complete the balance of this form and date and sign where indicated, Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/ageaat/repc°esentaative)and the town officer or employee. Either check the appropriate line A) through )and/or describe in the space provided® The town officer or employee or his or her sponse,sibling, parent,or child is(check all that apply) e A)the owner of greater tbat 5% of the shares of the corporate stock of the applicant(when the applicant is a corporation) 13)the legal or beneficial owner of any interest raa®a nuaa-corporate entity(wben the applicant is not a corporation) �^C)an officer, director,partner,or employee of the applicant; or D)the aactoal applicant ESC RUIT ON OF RELATIONSHIP Submitted this 1) l ' ':r 20 Signature Print Name Jo athon Tibett TRANSACTIONAL DISC;LOSCJRE F®I2M 7`he Town of Squtlaold�s Code arA'haliaa y?,lmmaalaaAaits conlllack of inlcrf . , pa qj eel. Aa�r�,ar u�k'ta��u �?tl�l r iruy�lo��tu ."1_�Ire pmol tlrr;.u� _ [ aaaall 4a�(this foam a lai raypwaa�g oa.alrra araatioea ewlalch s an ala rt tlae„to�F}a_rrl.. as ya rA m a�t,and a11oFv it to take rvlgntcver _ _. ➢. ---- Ac l aau lart�aaAaraAya,... . _ acI i o I f ..t ,,;aa':}'baa Ivlpid Same. YOUR NAME : Andrew V. Cvlamdertone T.Jst nsuaae first name an„dd@a tarati ., m,s__,_ ..,r.e.. in,_ y y i a!,unless you aae•c applying iaa the nancc o['sosaacone else or oalacr entity,such as a company,if so,indicate the other pet-son's or company's name.) TYPE OF APPI.,IC;ATION: (Check all that apply) 'Tax grievance Building Permit Variance Trustee Permit Coastal Erosion Change of Lone ,...® -a n _..w .. _.. Approval of Plat,_111,11 Mooring w,... _.. Other(.activity) Planning _X Do you personally(or through your®company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town ofSouthold?"Relationship” includes by blood, marriage,or business interest."Business Interest” means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than S% of the shames. YES NO X If No,sign and date below. If Yes, complete the balance of this form and date and sign where indicated. Nance of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/ageaat/representaative) and the town officer or employee. Either check the appropriate line A)through )and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply)e A)the owner of greater that 5'% of the shares of the corporate stock of the applicant(when the applicaut is a corporation) B)the legal or beneficial owner of any interest in a aeon-corporate entity(when (lie applicant is not a corporation) t✓)an officer,director,partner,or employce of the applicant;or I)) the actual applicant DESCRIPTION OF RELATIONSHIP le— submitted th J t d,a r6....'.' 2o tj Signature � Print Name Andrew V. Glambertone Town of Southold 1, '1 I.�_..0 ON I TwFNC Y ASSESSMENT F0.10,11 A. INSTRUCTIONS 'I. All applicants for permits* including Town of Southold agencies, shall complete this CCAh for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt ininor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal-area(which includes all-of-Southold ToNvn): 1 If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it sluill noe bc�.ogde taken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION IT8 ° 01 SCTM# 63 _ 05 - 15 The Application has been submitted to (check appropriate response): p ff Town Board ❑ Planning Dept. ❑ Building Dept x. Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital �....._.,H, construction, planning activity, agency regulation, land transaction) pp (b) hinancial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: x Nature and extent of action: The proposed action consists of the construction of a 44 unit hotel, outdoor swimming pool as well as required parking to serve some. In addition the existing two-story frame dwelling with detached garage and shed would remain,but would be converted to a restaurant consisting of -14 seats. Location of action: 56655 Main Road (Route 25), Southold Present land rrsea Residential lines'.:.rrt zorr ng classification: H15 -Hamlet Business District 2. If an application for the, proposed action has been filed with the Town of Southold agency, the following information shall be provided: (r) Nance of appficant., Andrew V. CGlambertone (b) Mailing address; 62 Elm St. Huntington NY 11143 (c) Telephone number: Area Code( } (631) 56-1-0050 (d) Application n�,tjnbcn, H'any, Will the action be directly undertaken, regrxire funding, or approval by a state or federal agency? x..y ...._ NY5VOT Highway Viork Permit, NY50EC Yes I N If yes, `which state or federal agency`? Notice of Intent DEVELOPED C.O ST POLICY Policy 1. Foster a pattern of development in the Mown of Southold that enhances c.oiniin pity character, preserves open sp=ree, rnakes efficient use ofinfrastructure, inalces beneficial use of a coastal location, and rrrir: hnires adverse effects of development, See LWRP Section III- Policies; Page 2 for evaluation criteria, x.,.l Yes �� No NotApplicable See Attachment ry ., Attach ch �tdditaom l sou(,!ets ii necess�try I'olic:y 20 Protect and preserve historic and archaeological resources of the Town of Southold, See I,VVI2P Section III- Policies Pages 3 through 6 for ualoation criteria 11 C x_II l I'cs I No 1:1 Not applicable The proposal is to retain the e lst@ residential structure as to protect and preserve the significance it may have to the Town of Southold, Attach additional sheets if necessaAy Policy 3. Enhance visual duality and protect scenic resources throughout the Town of Southold. See LWRP Section I][-- Policies Pages 6 through 7 for evaluation criteria X Yes �._ .� No Not Applicable See Attachment Attacli additional shce[s if necessary NATURAL COASTPOLICIES Policy 4, Minimize lass of life, structures, and natural resources from flooding and erosion.. See LWRP Section III --Policies Pages S thr ougir 16 for evaluation criteria Yes �- -� No �x- Not Applicable Attach additional sliects ifticcessary Policy 5, Protect and improve water- duality and supply in the `form of Southold. See LWRP Section Ill: —Policies Pages 16 through 21 for evaluation criteria �X I Yes [ . .I No E]Not Applicable ro ect wol also be, served �M^#A, _ c and san(tar leachln pools. The Proposed _ e ( os dproject wlll handle all Mt Its sowaste throe }r on-site setl .. Atac,h w1ditium]..shcets if n c,,Ssuy _ Policy C. Protect and restore the quality and function of the 7."rrwn of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See 1,NVRP Section III -- Policies; Pages 22 through 32 for evaluation criteria. Yes �.,..�� No [X.. Not Applicable Mach addifional sheets ufneccssary Policy 7. Protect mid improve in- quality in the Town of' Southold, See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria, See Section Ill — Policies Pages; 34 through 38 for evaluatiou criteria® XI Yes N oE] Not Applicable No unusual air discharge points are associated with the proposed project. Attach_a_dd i t'i'o'ti'a'1'sheets if necessary Policy S® Minimize environmental degradatiou iu Town of Southold from solid waste and hazardous substances and wastes. See LWRII Section III—Policies; Pages 34 through 38 for evaluation criteria. [X] Yes No El Not Applicable propasia. .-prPOrL would be of-b- - noopendent. orbagp_g 9yaLservice therefor . r-om create an increase of solid waste to the 'rom of 5outhold. No hazardous substances or wastes would be created by the prbpdqaci ...........- .............. PUBLIC COASTPOLICIES Policy 9® Provide for public access to, and recreational use of, coastal waters, public lauds, and public resources of the Town of Southold. See LWRP Section Ill —Policies; Pages 38 through 46 for evaluation criteria. Yes No[x] Not Applicable A.Aach addifimal sheets iftiecessary VORKING COAST POLICIES Volicy 10. Protect Southold's water-depeudeut uses and promote siting of new water-dependent uses !it suitable locations. See LWRP Section III -- policies; Pages 47 through 56 for evaluation criteria. c,"s [I. I x No Not lipplicaDle Attach additional sheets if necessary Policy 11. Promote sustainable use of living mad Inne resources inLong onng Islannd Sound, the Pecnnnnic Estuary and Town waters. See LW.R.P Section III— .1olicies; Pages 57 through 62 for evaluation criteria. Yes .. .. No Not Applicable Xttaclt additional sheets if necessary Policy 12. Protect agricultural ral lann.ds in the Town of Southold.. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. No X.] Not Applicable Attach additional,sleets if necessary Policy 1.3. Promote appropriate use and development of energy annd nnhieral resources. See L SP Section III —.Policies; :pages 65 through 68 .for evaluation criteria. e5 m�I No _ .. of Applicable ATTACHMENT LOCAL WATERFRONT REVITILIZATION PROGRAM ("LWRP") CONSISTENCY ANALYSIS SITE PLAN APPLICATION FOR THE ENCLAVES 56655 MAIN ROAD, SOUTHOLD Policy 1. Foster a pattern of'develop ment in the Town of Southold that enhances community character,preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. The proposed action has been designed to enhance community character,preserve open space make efficient use of infrastructure and minimize the potential adverse effects of development. The site is not located on the coastline therefore cannot utilize the resource. The existing structure is situated at the front of the property whose main exposure is onto Main Road, te.25. As part of the proposal is to retain the existing two story structure this would help maintain the visual character along Main Road. As to the preserving of open space, the proposed project is designed such that the allowable lot coverage is 40% and the proposed lot coverage is 16.3%. The intent is to preserve as any of the significant existing trees as possible, in addition significant screen planting would be proposed to further screen the property from the neighboring properties. In addition the project has placed the parking areas alongside the West side of the property, abutting the existing boat yard, and to the North, abutting the LI RR tracks, this to further buffer the (3)residences to the East from the parking. Efficient use of infrastructure, potable water is available at the site and shall be provided by Suffolk County Water Authority("SCWA"). On-site septic tanks and sanitary leaching pools will handle sanitary waste to be generated by proposed project, based on current guidelines oft e Suffolk County Department of Health Services (" C S"). In review of the New York State Department of Conservation("NYSDEC")Tidal Wetlands Map indicates the subject property is not a coastal property. Policy 3. Enhance visual andprotect scenic resources throughout the Town of Southold A. Minimize introduction of structural design components (including utility lines, lighting,signage and fencing} is would be discordant with existing natural scenic components and character. The proposed utility lines will be located underground and would not impact the scenic component of the area. Landscaping will be provided as to screen the perimeter of the property as well as preserve the existing vegetation, all of which will screen the project from the neighboring properties. Lighting for the project will be focused inward on the property and be designed consistent with the character of the community, minimizing any effect on the neighboring properties. Signage will be designed to visually conform to the character of the community, B. Restore deteriorated and remove degraded visual components. The existing residence being the main visual component will remain and be renovated to accommodate proposed change in use. This will consist of keeping and restoring its aesthetics therefore enhancing its visual component. C Screen components of development which detractfirom visual quality. The proposed has been designed in a manner that is aesthetically pleasing. It is the intention to screen plant the perimeter of the project to screen it from the neighboring properties. D. Use appropriate siting, scales,forms, and materials to ensure that structures are compatible with and add interest to existing scenic components. As previously stated the existing structure on Main Rd. is to remain, therefore keeping with the compatibility of existing components. The proposed portion of the project which is new, the Hotel, is sited at the rear of the property therefore not very visible from Main Rd. and as we will be screen planting between the existing structure and the new structure the visibility from Main Rd. will be very limited. E. Preserve existing vegetation and establish new indigenous vegetation toenhance scenic quality: ® Preserve existing vegetation which contributes to the scenic quality of the landscape. To the extent possible the existing vegetation would remain as well as when feasible any existing trees will be transplanted and incorporated in the screen planting. 2. Allow for selective clearing of vegetation to provide p ublic views without impairing values associated with the affected vegetation. The only public view of the subject property is from Main Road, which is and will be limited to the existing two-story home. These views will be maintained as the existing residential building will be retained. 3. Restore historic orimportant designed landscapes to preserve intended or designed aesthetic values. Although not "Historic"the original property, when utilized as a "Bed & Breakfast" by the previous owner was known as "The Hedges" due to the stand of significant privet hedge at the back of the house. We would transplant and add to this hedge line to significantly screen the hotel proposed at the back of the property from visibility from Main St. 4. Restore or add indigenous vegetation cover that presents a natural appearance. As stated above this property was used for agricultural purposes and continues to revegetate. It is the intent of the applicant to propose a mix of native vegetation as well as ornamental vegetation which would create a natural appearance. F. Improve the visual quality associated with hamlet areas. The subject property is situated within the Hamlet Business District in the Town of Southold. As previously stated the portion of the project which is visible from Main Rd. is proposed to remain therefore keeping with the visual quality of the hamlet, the hotel portion shall be screened from Main St. G. Improve the visual quality of historic maritime areas. The site is not located in a coastal area or a historic maritime area, therefore this portion of the policy is not applicable. H. Protect the visual interest provided by active water-dependent uses. The site is not located proximate to water or active water-dependent uses, therefore this portion of the policy is not applicable. L Anticipate andprevent impairment of dynamic landscape elements that contribute to ephemeral visual qualities. There are no dynamic landscape elements; therefore this portion of the policy is not applicable. J. Protect visual quality associated with public lands, includingpliblic transportation routes,public parks and public trust lands and waters. 1. Limit water surface coverage or intrusion to the min im um amo tint necessary. The subject property is not public land, nor is it a coastal property. Therefore this portion of the policy is not applicable. 2. Limit alteration of shoreline elements which contribute to scenic quality. The subject property is not public land, nor is it a coastal property. Therefore this portion of the policy is not applicable. K. Protect visual quality associated with agricultural land, open space and natural resources. 1. Maintain or restore original la erns except where altered landfor ms provide useful screening or contribute to scenic quality. The current view, from Main Road, of existing home will be maintained as the existing home will remain, existing landscape will remain or enhanced where possible. Screening of the entire property from the neighbors will be implemented with new vegetation as well as with relocating existing vegetation where possible. 2. Group or orient structures during site design to preserve open space and provide visual organization. The orientation of the proposed structures was designed to provide the largest amount of open space between building and neighboring property line on the side of the residential neighbors therefore providing area to properly screen the property line. 3. Avoid structures or activities which introduce visual interruptions to natural landscapes including: a. Introduction of intrusive artificial light sources; The lighting will be focused inward on the property and be designed in a manner which will minimize glare and illumination onto surrounding properties. b. Fragmentation of and structural intrusion into open space areas The subject property is surrounded on three (3) sides, one side by residential, one side by commercial development (boat yard) and on one side by Long Island Rail Road ("LIRR") tracks, therefore this portion of the policy is not applicable. c. Changes to the continuity and configuration of natural shorelines and associated vegetation. The subject property is not a coastal property, therefore it has no shoreline so this portion of the policy is not applicable. 1 r 9 �A I � y i �I I �d Do lot LU LL ,x LAI i � w LU b d d uj m z z LD u, Iii d d n 5 t s O O cl. ....I O LL LL rs a 77 uj m „s nno 1 y l Cr1 d rA u 116 .r en CO ti •.. CL cl Oslo�,,: U.1 LLI v zck� � .� �: � �� as crn cri ¢ ° y C� ILLw " _ I „ .p „ �r. ? . cii CV u M. „C' y LL LO t a C7 q.1 U 0 �I 0 -i-� eA) 0 CJ 9; 48 n � � ud ce— � J J0 x '111 o Ln �u LL CII LU ._ �.n .. 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Now 9�p a 4 v. +Nfc, 4 i,+ � tli 4i y 1 �:t ............ ......... ..................... ............ o SEE SEC.NO.055 LINE -MATCH —z— LINE 'Ile m D 3A(c) 2", .9 24 10,13A(C) ell 2 A 5.7A(c) 01" 7tiA i- &QACq Zk1 01 ZSA(G) 4 26 %XA 1A 5.9A(C) 19A(.) 1.6A( �SN es . 6 S 0z ? V A6655 rNVA 3;4 ,, NOF' - ' - /a TONT! 06 IF Af- 39 " (OPEN I I Ad 6� I SPACE) Ar 19 1.0A(C) 23 r FOpbY?G,LMd oma" NNI N -034 24 ;7 En tiE RD, Wn .............................. COUNTY OF SUFFOLK K TOWN OF SOUTHOLD _SECTION NO Nvw �MTE.M�TE.I.N.�E.11 Real Property Tax Service Agency YE� ................. OSTRIBUTIONOFMYPOIITION.IT� VILLAGE OF SUFFOLK COUNTY 1.P1.unT1. County Center Riverhead,N Y 11901 63 mm -T.-TEN PEP.M.— F THE .—1�— A NOTICE DISTRICT NO 1000 SOON P PROPERTY MAP DRAWN Qr. JM DATE. 07108116 CHFCKED 8 Y. DRA WNG NO.: MOIn Rd Main Rood SHEET NO UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF DESCRIPTION BY SECTION 7209 OF' THE NEW YORK STATE N 0.t--L)��Tl EDUCATION LAW. COPIES OF- 'THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 30'24 GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY RAILIZO IS PREPARED, AND ON HIS BEHALF TO THE 30 TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND SLAND30.39 70 THE ASSIGNE ES OF THE LENDING )NSTI- 31 72 TUTION. GUARAN -f.-..ES ARE NOT TRANSFERABLE LONG 30-35 32' 000,6- 415.71% NO. 33 WOODED AREA 31-20 fence 1.2'W 30.31 X31.72 33.74 32 X31.33 30.24 X32.34 I I e 1,3.6'W, 33 (5 34-18 31 30.20 7 X32-24 ZA3 34 CD � I 33.9470 70 30 X32-29 fence 5 0,--4�r', 13.9'W 33 33,78 X33,13 tence 9.3'Wc 30 4Ln 0 -'A ::4-- 33 wood frame debris fence X29.74 7.9'W 71 11 021 X32.55 X32-10 32.81 32.45 X31.89 59.730 29 WOODED AREA X31.69 29 (i 9,w X32-51 X31.60 28 X32.21 fence��.t X27.89 X28.23 8.4'\N' f,nce 10.6'W )(29 V/ 10.3v k. X32.09 X31,19 WOODED AREA 32 4.2'E X31.63 -y-1 ii 27.70 X27-35 X31.44 GENERAL LINE )<29.68 >(28.03 fence OF BOAT STORAGE X27.38 AREA 31.22 x30-91 X27.21 X28-88k C-) WOODED AREA o QX 30.61 X27.57 X27.45 fe 31 30 "co 27 4.2W 29 I C> 28 fe.cor T-- 3.4'W 27.90 X30.77 X30.73 A 294,202 ,50. FTX27 - '-06- X27.09 28 27 fe.co, 3.3'W aR 6. 75C-:, ACRES Qy,30.41I?tX30-31 X29.56 X26,63 n-i frame V-4 (Z) 2 X28.17 post X26.57 fen28 3 X27.27 0ce W Q> f ra m e Q1post <=) 11-1 X2�4g 7Cj 30 X26-54 27 )(29,92 X 29,56 X27.71 X27.45 29 jewce X26,21 ie.cor X26.68 28 S.C.T.M. NO. 9000-63-03- 1.8T 97.2X29.22 X28,59 X27.15 X26.74 WOODED AREA C> 27 26 =b 26 26-61 29 )<26.50 C 49 WOODED AREA X26. CONCRETE MONUMENT X) C (;FNF-,'-l- I NI- X26.04 T-- 14 -C 6.2'W X27.88 X26.25 ENO CHAIN IN�,�`)I NCI WOOD POSTS X26,28 WITH NETTING X26.15 ....... 25.97 3.4'W raw hedge 27.07 28 X26.36 >�-26.01 X26-22 25.72 Q1 X26.24 4�s 0 o A26.36 WOODED AREA I STORY FRAME o (=� X25.77 X25.86 GARAGE 18 maple X27,24 X26 14 cedar 7.0'E 18.3 ✓ Q)(26.50 M 26 26o c1:10 zai 27 Er' 36 oak il=� 28 'RF TC. - hed,;car 26.38 28.5'-1 rri fence end 0.4'N CON(, / 72�,-,- - - - --,-I " I �g 70 2.0'N fence M1)N(IMr`Nl 1 S�, 18 white birch beech cluster 1-8. 16 cecicr' r-4 virly fence 20 26 26.03 shed -'r edge Z) . r wood fe col 25-67 fence on firle 24.83 X SHED C METAL cove 0.1'8 1 Pave u- 18 white birch fram, 0 UTILITY Cf03.00 26 X25-81 SHED 90.10 -e shed 18 spruce S8501414011W 58r58150"W 22 white birch 0 r" C R. �4 C-- walk 14.2 5.C.T.M. NO. po Q> crl�l SION', NAM, frame fOOO-63-0346 fence shed �II0'111 NING r� CHP 4'V, slate 14.2 walk Z n slate -JI . I' <� walk I, a�' STOCKADK 20,4 7.7 P0 C-) well P 7.8 LP If Wvv r 26 r� c." B.3 a.7 2 STORY FRAME - 25.55 K o RESIDENCE 26 :1�- _/r25.5� S.C. .M. NO. 25,13 3.1 27.50 C) S.C.T.M. NO. �n- - -- )<I U` ---49.6' C'*.) 2,9 37.4 fOOO-63-0342 1000-63-03-13 25 -�o 25.2r, 831-01 S.C.T.M. NO. X----- ; 11 22.7 25.42 I 5 , I --- --- 1000-63-03-14 3' wai ondIT 9 24 walnut -X-25.6-9 26 walnut 25.2 ------- 25,88 utility 25.52- EP 1.2'W 18 walnut 25.63 - . - 5.89 V� h;lilllnt 2569 1W -_7 t're 3 x 25.35 WHOI li� 25,25 cotch r�25.31 75.39 25,70 i,WL'� _q 25.28 bosiO �ELLO 2616 25.00 25-6B ooust-E W utility pote 25.61 26.03 25.82 o,Phalk curb '11 25.04 kpj�q-�c IINI 25.5 S'n tf'ESTUOUND LANE LIN� 7oyo b,. 25.94 25.51 I''k7'25.37 2583 "PhIfl IRArFIC catch pavement 25.55 basin y-LI()W TRAFFIC 25.77 sTROUND LANE 25.72 '26-00----- EA 26.04 25.53 AFFIC, LINE u0ity 25-66 - SIGN rte_ VIHI�1- TkA 75.59 pote 25,87 25.94 CUT[ 3 cotch 2 5,, 7 Ines y-1, 25,77 SIGN 25.86 25-38 CCi�CREI F - - basin drop curb end of wh'�te util$y 25.58 Ch bos") SIGN 470NING riOARD OF,�ppEALS 9Z 191.30 drop curbs 25,42 11W "tch r- basin MAIN ROAD 584004150 NYS ROUTE 25 TOPOGRAPHICAL SURVEY OF ,PROPERTY SITUATED IN SOUTHOLD > LAND SURVEYING `, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. S.C. T.M. NO. 1000-63-03-15 SUBDIVISIONS TITLE & MORTGAGE SURVEYS i. TOPOGRAPHIC SURVEYS SCALE I" = 40' JULY 71 2016 LAND PLANNERS SITE PLANS GRAPHIC SCALE 40 0 20 40 80 160 JOHN MINTO, L.S. PHONE: (631) 724--4832 LICENSED PROFESSIONAL LANE) SURVEYOR L POSTS NETTING NEW YORK STATE LIC. NO, 49866 FAX: (631) 724-54553 IN FEET 93 SMITHTOWN BOULEVARD SMITHTOWN NY 11787 1 inch = 40 ft. AREA = 294,2 02SCS. FT. DRAWN BY DATE; 07/08/16 -- OR 6, 75 A CRSS CHECKED BY• tDRAWING ND.: Ma/n RdJOB No.: Main Road SHEET 1 DE 1 UNAUTHORIZED ALTERATION OR ADDITION N0. U/1 TE DESCRIPTION BY TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED /r AID TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN e, _ IS ONLY REPARED, AND TO THE ON HIS EHALFON FOR WHOM TTO HE HE SURVEY SLANIDn _ _ r TITLE COMPANY, GOVERNMENTAL AGENCY AND _.�'''` ,f-.-"'�� LENDING INSTITUTION LISTED HEREON, AND NG „rl _ fry''.,, -„ ,.-'-�� •�- - TO THE ASSIGNEES OF THE LENDING INSTf- �� ' TUITION. GUARANTEES ARE NOT TRANSFERABLE. 00 - N7 1, j000-63'03- p M l. .. ;. /8 birch 14 birch t,�.� -,��-R:'.�••” .✓', 6 cedar ) _..-1 - �-,,�' '1 Y� •� O'er 8 alar «'�"I 8 cedar !t r M- \ ✓'-, 8 cedar r ^,.,. .... ' 8 cedar 10 cedar 6 cede r .\ ,y-• twin 12 beech / 8 cedar 11 alar > 10 cedar 6 1` Q� f;. twin 10 birch v 8 odor 8 tar r C�twin 8 birth LG „� 6 ad. FT,• �--8 alar q t 8 birch ,.p `'O yp P'-10 corder 9 cedar`r` s cedar i �...nt,•`-~' ..--�u ,.,1i�'�'� �'E) 8 birch 8 cedor � / O—6 cedar i?.'_''6 birch _�v--'`•`\ _ �ry crit \ 6b'rch 6Cedar 1 t.�- •"'� Ca P-'6 birch B birch '7 10 cedar to 6 mar'»� 8 cedar d� 6 cedar j i 8 one � O✓ 4 p��,.�••"''��~,y ""l f.•,_.-r '� 8 cedar 6 oda 9 �_g cedar 8 odor dude 6 cedar P X 6 tett �. 8 birch / 8 coda B cedar -/ �/ 6 cedar \ 6 cedar C� p—6 cella }{ 6 cedar twin 8 birch �'.....- 6 cedes B cedor O6 birch 6 cedar �„�_6 cedar r,!!� O Q 6 cedar b 06 cedar_ 6 cedar-O � �.' Lo O iv-- birch 'Q .�."'�^�„`•^ p (� a�6 birch 6 cedar Q\ _\10 birch 8 birch b ', 10 cedar \" 6 cedar = Q V O 10 cedar 06 cedar 12 cedar �p 6 cedar � 0�twin 8 birch 6 cede ci } 06 cedar tL Twin 8 larch 6 birch 6 birch _.-O 8 birch--'-0 6 cedar P - Q Q 8 birch 8 cedar 6 birch 6 cede ?5.4"S' ; '7'1 Q V u•~ ' / 8 cedor ,� �� P 8 tech P P O'' 6 cedar!..; Alceda IT', Q o _- - {� 11 cedar / 8 odor 6 birch Q 6 cedes / 6 Dirch 11 odor O {{ 6 birch ,,/ �,t w - 08 cedar clusta �q 6 birch 10 cedar _- CJS \ d� 6 cedar p 8 ceder 6 beech 8 cedar 8 birch �..,r; U I d C5/ d 6 birch 08 birch / - < ~IO birth v 6 birch twin 6 birch 6 birch r. 0 .. 1 �` twin 8 larch 0 8 cedor 6 cedar cluster 8 cedar 6 bkch B.birch,'. p p^.6 c a Q o 8 cedar 6 alar Min 10 birch 8 cedar P 6 Grch 01 6 birch erg p 8 cedar triple 8 birch G,- ",. 10 ryiaple ai 6 locust �Q 6 oda (� O--6 cedar 10 cedar 10 maple- �1 --...._._-. \ 0 1 birch 8 cedar / 6 ectad--• Q - w;e c'.:l.�i^ 010 cedar 6 twin 6 birch\ 6 birth 6 6 cedar twin B birch p--8 oda CT, t;r1 10 cedor b cedar Q p 6 birch 12 birch (�----twin 6 birch 8 cedar 6_ 6�r�p P 6 cedar � &_6 cedar 6 cedar 12 birch •� 8 birch 08 Grch 11 cedar P 0� I 6 cedar / C1\ 10 birch 8r B cedar rt`8 tech- \ 06 coda OB cedar triple 8 birch 10 broth 8�r 6 cedar 6 cedar � \ �6 cedar 8 cedar /. �a Q' 6 birch b Q O'er 6 alar 10 cedar 8 coda 570 \ 06 birch 6 cedes G� G—6 birch C�8 cedar 0 0.8 cedar p 8 ,da 8 cedar 6 cedar'o ��.�� r �� 08 birch 8 cedar 10 cedar--.0 P C}--6 cedar 10 cedar / (� p�'� 0 6 cedar p/ 8 oder 44 08 cedar 010 birch 8 cedar'"-"'O'� 6 cedar CY 6 birth 6 cedar 6 birch I, 010 birch 6 cedar 06 cedar p\ O'er 1 8 birch A 1 OA Grch 8 cedar 8 birch 6 odor p� 06 alar 6 cedar 6 birch twin 6 Firth o-~ g oda 8 birch / O,, �_ 6 birch 06 cedar � 06 birch 6 cella oO6 cedar 06 birch �- 8 cedes �B todor6 odor C�6 birch 10 birch'•I twin 8 cedes li r ON cedar 6�r 8 cedar ,.p 6 cedar - 8 cedar OB cedar �-g calor twin 6 birch z 06 birch 6 cedar � � o--6 Grch 6 birch 6 maple (3'� r•t Q Birch B cedar :~ 6 cedar 8 birth 08 cedar ti"'e' \ ..,../ - 0 6 birch 1J 8 odor 8 birch 6 birch �� 0',12 birch 8 ad 06 birch rr re 6 cedar z" IlO 4--8 cedar} e r'}ij C%C �•'��•��` 6 birch C'/� 6 birch p_� 16 birch / 6 maple 12 birch ` 0twin 8 birch t3 b twin 8 birch �'8 cedar f:••:-;e { O6 cedar OB Grch .. 6 ,r C� 06 cedar O6 8 cedar birthr Oti birch :g ce*r,(j ? A \ 012 maple 5 6 cedor 8 cedar p--6 cedar i r 14 Grch 06 birth l�d„r C3-"_ �' 'T F;.1 O�g birch cbster rv�6 cedar�� •} h �`• ,, 06 cedar 06 odor Q , O8 birch O twin 8 beach 10 birch 6 cedar ( B Grch \ (` ^� p 6 cedar P 10 birch 8 c r J 8 birch 4` 0 6 bird 06 cedar OB odor 6 birch 6 odor cluster 08 birch 0 10 cedar 6 cedar 012 birch ?C• 16 birch 8 cedar O 10 bkch 0'x'6 birch r.. p' twin 8 cedar 6 birch 8 birch Q twin 6 birch P` 14 birch • 06 cedar 6 bey r 0 6 birch / 12 cedar Cis_ > j 12 cedar C?� 10 birch !! O10 birch 0 12 birch 1 ! 06 cedar 0twin 8 birch O twin 6 birch 4 '� � �—10 birch i .�} 08 beech \ ' { twin 8 birth 0 bole 14 birch 08 cedar 8 cedar 6 p „ 6 cedar 10 birth 8 alar O,—6 cedar lj �1i 8 torch 08 odor 010 birch rf A r. 08 birch �_8 birth 0,` ,' 10 birch ,,voo*'4�`''--'ii 06 to B cedar r 10 birch C3�12 birch 1 t iii� ! i?•`.; ::'.i.;:n",.;{? C3^-B birch t - 6 birch 06 cedar 010 birch 0 6 birch G-6 k 06 birth 06 birch �i 6 mor 0-10 cedar 1\1 12 6'vth 6 cedar 10 cedes 1 i' twin 8 birch 08 cedor 8 cedor OB alar 6 cedar O--6 maple O"-"-- 8 birch ` 16 birch 6 Cedar �}-6 cedar 6 birch C+� �(y'8 cedar - maple 08 tech � p 08 birch r \ "\ 10 birch p-6 cedar 8 birch \ _• /! d 8 Or ch \ 8 cedar 6 cedar 6 birch 10 birth twin 8 cedar 12 birth 12 birch 1112 birch Caw Q •( C� 8 cedar C3� 10 birch Z \ 010 birch 8 cedar tAl;sir'n n 0 7 q \ 5 o--cored 6 brew ° � i c-- ';� b 10 cedar 6�� 06 birch g„ , O Mn 8 birch 12 pine 18 pine 6 cedes B cedar B maple ) v Q ` 08 cedar (i g cedar 12 birch 10 cedar 06 birch O-- 8 birch 6 tedpr 8 cedar _\ triple 6 cedar 6 _/ 06 Imst 10 birch � C� twin 12 birch O maple A (l / •I'd.�8 birch OB cedor / Otnn 6 bleb O_ 10 cedar LJ O•--8,octet' 8 cedar 12 dead free, 6 cedar 8 cedar 6 odor 06 birch twin 6 birch 6 cedor 8 ma O'-- l 06 birch Otwin 8 birch (� Pk / 12 birch Q• Q o CCS 06 pine 6 bite„ 01 O 1 \ 6 cedar 8 cedar 6 cedor 06 cedar twin 6 birth 010 birch /War birth / p twin 8 birch 6 War 6 Oda _ twin 10 birch 06 birch C'I 6 birch (7 / Or- 0'� 10 birch 6 cella (� fi alar 6 oda 10 birch 10 maple a'Vie / 1 j l (�' 6 cedar 10 cedar Q 0'�-8 birth t OB birch 08 birch 10 birch (al �/ 6 mcple _..� 7, triple 8 birch 0g birch 6 cedar O,_6 cedar 6 birch q (� k. 6 cedar O6 birch r-6 alar A (} 6 cedar 6 cedar \ 6 birch B maple 1 .` OB birth 10 cedar (�' 6 cedar 'C�� o--B cedar 6 coda t: J O 06 both C3•-- 6 cedar f'J8 cede 6 birch (� 6 coda ` 'I r 8 cedar twin 10 birch O--10 cedar P 6 coda OarG,-,, 6 cedar 8 cedar 6 cedar O 18.ai ed0 "'� 6 birth 16 birch 6 birth � C� 0-6 birch 6 coda 0/ 012 birch B cedar B cedar 9Cj-"-6 cedar O_�6 cedar 1 .� 6 birch 0.^ O"� 6 IlCedar , 6 cedar ^ C 16 birth 6 alar 6 birch 6 birch Orrin 6 birch 8 cedar ,.O C� 6 cedor'''� "? �10 birch 6 birch 8 birch twin 6 birth n 6 bkch 06 birch - 6 cedar -- ©"'-6 birch 0,/ 06 cella *.�j 6 cedes (�•-6 cedar �8 cedar 6 cedar O6 cedor 6 birch G_twin 6 birch 10 cedar *' �O 06 birch 6 cedar 0 6 birth O (.-10 cedar C�6 cedar 06 cedar 12 birch z` I 1"� { O6 cedar quad 8 beech p� -' ti p--6 birch OB cedar �- 6 birch 10 birch 1 Q 616 birch 012 birch � �_6 birch `' Y C3---fi birch �_10 cedar 8 Dirch � 6 cedar (/` 6 cedar 12 maple C9-6 cedar 6 cedar o--10 birch 0-8 cedar 8 birch �'� B coda O'er 6 cedar twin 6 odor Zl a 11 ! triple 6 birth 6 birch (g., O"' 6 bkch ii �� 0'�. 6 � C'1-` ��10 birch 6 cedes 6 birth C3--'"6 cedar Q%.,.s ^1 _ C3� twin 6 birch 8 cedar '� 8 cedar 8 cedar 10 birch O--8 birch "'` , 6 birch ff' €i 9';- 6 birch C�` Q 6 coda Q g�r 12 birch � 10 birch Q T �-twin 6 birth 8 cedar / +� �6 birch 06 cedar- - 6 cedar •'� 6 Grch (i 0 12 cedar �'6 cedar Min 6 cede O�� 8 cedar \ �6 birch p 9 OB cedes,a;i t N i' m t� •� \ 6 cedar 6 cedar 6 birth / I 6 cod. 11 �� 6 cedar P-14 cedar 14 bitch 6 cedar O/ , N 't 10 birch 8 cedar p.�- 12 Grch 6 ceoor C3--10 cede k 8 cedar %_« C-6 cedar 00 - w 8 broth 8 birch�•'QE7 0»-.-8 cedes 10 Dirch 6 cedar 1 / 6 cedar-O 1 6 odor / �_ "` j 6 ted. 0 6 birth 6 cedar 6�' 6 cedor (�8 cedar � 08 cedar � d p.-6 cedar p 4 6 cedar 6 cedes :r t 8 cedar \ 8 birch / 6 birch 6 cedar / ` g ma e 6 cedar O 6 cedes 8 cedar I 6 birch D Cf la - - b p'� 11 birch C9� 1' l 6 cedar h 6 cedar 8 cedar Q 6 birch �j 4- fi birch 10 cedar / d� O--8 Gab 6 odor r 018 birch 12 birch � 0. 6 Grch-'O �'�6 bkc�'-6 GrtA d-12 birth ` 8 cedar q Q P q ' 8 birch \� 10 Dircll -O p 6 maple 6 6 cedes \ \ 8 cedar ` - -•��•,___..^�" \ 6 cedar 10 birch 8 cedar 8 cedar 6 birch 6 birth C3•- r birch �� 6 alar �.6 odor 8 maple 6 actor 6 birch ., 06 maple p.-�12 IB Grch 10 bfe„ 6 cedar 6 bkch triple 6 maps --�� S.C.T.M. N0. X000-63-03— t (�-8 birch�r 6 cedar 10 cedar 6 bircA 06 alar ��'6 cedar twin 6 maple�4 0�• 6 maple B cedar 6 C° G.-6 cedar 6 mple f 1 i.,,06 cedar C9-- 8 birch 6 birch B cedes 08 birth 6 k'�~ C3---6 birch 8 birch / CEJ/ O' 10 birth map twin 6 maple 10 birch 8 birch ��.� I •'f 6 cedar 06 birch d6irch � C9 Cil 6 odor 0-6 birth Q 6 birch Otwm 6 birth (31- j to birch 6 R10� 6 cedar- 8 bitch 8 birth (3�--- 6 � �l.. Q 6 cedor o p�8 birch 6 birch G� O�0 6 alar 6 c1edarr O 6 cedar 8 maple" C� 6 cedar 8 bvch 6 cedar 8 G^ch 6 birch _ \\111 -O 8 oda`, / O 6 birch 6 birth 6 brch tor'^6 birth B cedar 26 birch--Fp Oj twin 8 bkch 6 cedar 8 maple O`^--6 maple � / 6 oda 6 birch 6 birch 0. (3" 6 locus! ''^»"/ �• Z ZE C�8 birch \ O 6 birch 8 birch G'lOODED!�,c 4� � O �—10 birch � C9-•6 cedar 6� 8 maple 8 birth 6 cedar 0 P� 6 birch 12 birch / r^_.^-`'••°'--•'�•".._..._.. I 20 birch 6 birch 6 birch 6'naPle 6 cedes (3- 6 birth 0 6 birch C9-•--' �O VV •__'�'' ._. •l b �-'6 cedar 6 birch �\ 10 dead ,4J O� 16 birch -.Ep 6 brch �-� n„rte-.^'--�'-' 8 cedes 1� 6 birch / 6 cedar G,,131- 6 oda p--6 birch 8 cedar 6 maple n r,_ 6 cedar 8 cedar O� 6 Grth 8 cedar + er/ 8 locust T iV X1"1 6 actor 6 birch 8 cedar bin 6 birch” o--12 birch 1 8 rtes •,.•^- t�V /. 6 birth- t G-�-6 Grch 6 birch 6 cedar B cedar 6 cedar Q C� t ` 8 cedar j p ��..p G�6 torch 6 cedar s 6 birch 6 cedar _ ^.1 ,j 6 cedar ( �73"� 8 birch Iwin 14 maple (�O / - r„r.1_,.._ ! 8 cedar 6 birch twin 8 birch 6 cedor ', O" 8 locust 10 locust Q -.. 16 ma 1s 6 birch 1 // I6 maple 8 cedar 6 birch / triple 10 apple tree ••., 1'1"1 6 beth O {7J / C�C� �e 6 birch �� t � C �y�,. 28 ma a 16 mak d twin 19 ma 6 Grch 16 locustO `+- j d p Q\ IS maple s r`r•'1 } ('f 08 cedar ` ri,�•,u 1N3 tS '� twin 8 birch 16 maple •� 14 maple 6 cedar 1 I 8 cedar �ry _ -•,_k; Q (({ p (}-6 birch B maple clusta r ( \•:.;16 oak 6 maple G�. 012 cedar C3�g maple 6 birth O•--6 birch i t, r 10 ceder,: \ 8 maple 6 birch , r �\ I(,r 0•�10 beech 8 maple O'8 cedar 8 odor 06 oak 0_(-quad 14 oak 0. 8 cedar G 6 cedar 14 Oak O-'twin 6 sycamore 14 oak O'10 oak \ti I 6 birch t� (�----8 oak 10 mlIaple �y 10 birch-'� �_6 maple 8 locwl 6 oak 12 Oak O -�` P'--6 maple 12 oak \ "sprue 8 birch �", 6 maple 10 oak 6 birch 8 IOWA S +(+ ?.'.:t•,- 10 maple rr.' . 10 maple \\ 10 oak a 10 maple CT (, �. ( ` 8 oak -� (6 maple O quad 11 oak O� 10 oak 24 oak 11 y 6 Oak 0 oak j (.� ?6 maple twin 10 Oak \,• O Ilr p twin 18 Oak O•'� w ( d 12 ma B maple \ r ry Aii;; 6 locust 1 1D 8 maple / 14 Oak (31, w t1(cfl / 8 birch d 10 oak 1z locust err, 6 maplebeech /, 10 maple fi Oak 8 0'�` �3 ) twin 10 locust Vit. r o m 14 oak C� 6 dead (�-t` y O (9-8 maple IB dead ) 12 birch _ quad 24 onk Q �_ / 6 beech 14 Oak O r ..--...- IB maple P7"1 C#�16 dead 6 eyomore 10 spruce d / 3D oak 118 birch twin 6 le 131\ 10 oak d 26 oak Iwin 10 decd \ �y t 8 maple 8 maple qN amp \ ,,// b / 1-,,-,----- .� 14 cedar S 36 oak jsY ';map 10 maple Q 8 Oak r_ 6 k 6 maple r1 ......., _- _.�.--.-y/ .... ... `7 , 1 k \ c d Sr rcrr..,J rci 8 beech 24 ark„ C 14 oak Ingle 16 oak O'er f "er .,. ..r ^.,..•r 1 1 28 5' i ro m 6 Oak_� / � (1...�.,-_-...... X 14 epmce 20 beech cluster 1 18 Oak---0 .,.✓ j_ �^.12 birch 'y-c ` `j .., 1 _ J'10 evergreen \\Zj �., 16 cedar 95 N 6 oak 14 maple ty r {• 1 26 x„ •nr- (-? 16 maple 14 spruce ' - - O 12 birch I10 spruce • ..r y t 90.f0' 103.00 v 08 ink 12 beech Q°--, r ; l , -d , " S�7°5� S�5°14'401,W 6 beech c , �``'8 birch S a F d '50 W _ ' beet twin 18 birch 1 O� 12 cedar 8 birch k 4 14 beech -� S.C. 14 beech -1r`''•u'u JiT.M. N ��...t '' _ t 14 cedar--4? 26 dead 1 � 1 i .M. 0. zz f,.,..,, 1000-63-03-16 11 1 .1 14 GrcA f I O,/ 8 maple 24{maple e� ;,tri>ts maple ... t t 1 1 1 ..�r _ _ _ 1t (yt w14 Grch T ..-..�.-_ v.....-.. � � ',51 j ■r� Q Iwo _,1"• 1..,./ -• 020 maple • , lw� ...� _ 8 pine f`► O maple ? 6 locust t: S.C.T.M_N0. ` S.C.T.M. N0. /XX/++ 1000-63-03-12 jIII 1000 63 03-13 'h1 Q 6 birch `r f `�.1 .,,,1 49.6' ; V31 w 0 twin 6 dop.00d_O — — — — I S.C.T.Al. N0. { • , 1 �I 1000-63-03-14 22.T 22.3' ` 1 utility Pole - ' ran " „nu etcs,rlr�wall' fire hyd t FFIC LINE � I{ ----•-_`._._----•--�=_.-_ _-._�=---_'"�-_, - rn,� o W1i1TE TRA catch .-- -- -"` basin utility pale •o DOUBLE YELLOW TRAFFIC LINES asphalt curb — _ cot WHITE TRAFFIC LINE �\ IA�(' basin WE ONE NF- catch ( �J basu'1 asphalt WHITE TRAFFIC UNE DOUBLE YELLOW TRAFFIC LINES FAMOUND LANA pavement WHITE TRAFFIC LINE utility end of white lines catch CONCRETE CURBING pole SIGN utiti y basin p`O' SIGN catch poll drop curb basin a+ utility catch basin �- SIGN pole ec¢ H'1 �+ �t �fG�{�/�Ri �� 1 U .� drop curbs `< wal� 1.30 c - Q �a� 584°04'50"N! MAIN z = T E 25 ^� NYS ROU TREE SURVEY OFDDOPERTY - SITUATED IN SOUTHOLD LAND SURVEYING ' TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SUBDIVISIONS L E TITLE & MORTGAGE SURVEYS S.C.T.M. NO. f000-63-03- 5 TOPOGRAPHIC SURVEYS S(�ALE '" = 40' JAN 3 LAND PLANNERS - 0 2017 SITE PLANS T GRAPHIC SCALE r ' 4 '•.��C` � 4y866C` � _ JOHN MINTO, L.S. PHONE: (631) 724-4832 40 0 20 40 80 160 LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LIC. NO, 49866 FAX: (631) 724-54553 93 SMITHTOWN BOULEVARD SMITHTOWN NY 11787 ( IN FEET ) I inch = 40 ft. *wlabF G General Utilities 1. CONTRACTOR SHALLL NOTIFY"DIG-SAFE"(1-888-344-7833)AT LEAST 72 HOURS BEFORE EXCAVATING. 1. THE LOCATIONS,SIZES,AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE SITE: THE ENCLAVES REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S)HAVE NOT INDEPENDENTLY VERIFIED 56655 ROUTE 25 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.CONSTRUCTION ACTIVITIES THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE SC'JTHOLD,NY / - SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. THE ACTUAL EXISTENCE,SERVICEABILITY,OR OTHER DATA CONCERNING THE UTILITES,NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN SCTM§: 1000-63-3-15 3. ACCESSIBLE ROUTES,PARKING SPACES,RAMPS,SIDEWALKS,AND WALKWAYS SHALL BE CONSTRUCTED IN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION,THE CONTRACTOR SHALL -' ' { CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS VERIFY AND DETERMINE THE EXACT LOCATIONS,SIZES,AND ELEVATIONS OF THE POINTS OF CONNECTIONS LOT AREA: 6.725 A„RES AND REGULATIONS(WHICH ARE MOST STRINGENT). TO EXISITING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES ? AND THE PROPOSED UTILITY ROUTES,INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. ZONE: IIB- HAMLET BUSINESS 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES(BUILDINGS, Strategic Environmental and Engineering Solutions PAVEMENTS,WALKS,ETC.)SMALL RECIEVE 6 INCHES LOAM AND SEED. 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,OR EXISTING CONDITIONS REQUIRED PROPOSED c " DIFFER FROM THOSE OS SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED,THE LOCATION, 5. WORK WITHIN THE LOCAL - LOCAL .MUNICIPAL - r. "s.,pv r ►%f�t� � s'Fsmr' .e:". t`%.Y:'r-:;,,1 '::',i,» A->s°�' wr,,.b x4'E ICIPAL STANDARDS. WORK ELEVATION,AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE MIN.LOT SIZE 20,000 SQ.FT. 294,202 SQ.FT. ' WITHIN THE COUNTY RIGHTS-OF-WAY SHALL CONFORM TO COUNTY STANDARDS.WORK WITHIN STATE CONTRACTOR,AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REP � ti � ' . : ': ` .. - ". -' <'. .a"'''•'.:'.. ,,..,;,:.�;::.:.-,�,,.,-,.•.:_-,'.,>_:.:;;:,.,.,..e ;. REPRESENTATIVE FOR THE MIN.LCT WILT,. 60 190.66 i _•.:, '� , .. ,t �> , ,�- ;,,''�,...3`",'••='':.a'�'':::a�,;.--u: .�, 1 HT F-WAY SHALL CONFORM THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING MIN.LOT DEPTH 100' - , .. _, .•. ,. , ,k.. :....:...:. STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGE 928.03' ,. S• ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MIN.FRONT YARD 15' 17.16' MAY BE WARRANTED TO RESOLVE THE CONFLICT. MIN.SIDE YARD 10' 32.0' 6. UPON AWARD OF CONTRACT„CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND I 630 Johnson Avenue. . Suite 7 BOTH SIDE YARDS 25' 80.66' ': APPLY FOR AND OBTAIN NECESSARY PERMITS,PAY FEES,AND POST BONDS ASSOCIATED WITH THE WORK 3. SET CATCH BASIN RIMS,AND INVERTS OF SEWERS,DRAINS,AND DITCHES IN ACCORDANCE WITH MIN.REAR YARD 25' 153.83' ' Bohemia - NY . 11716-2618 INDICATED ON THE DRAWINGS,IN THE SPECIFICATIONS,AND IN THE CONTRACT DOCUMENTS. DO NOT ELEVATIONS ON THE GRADING AND UTILITY PLANS. LANDSCAPE AREA 25% 56.63% Phone: (631) 589-6353 . Fax: (631) 589-8705 CLOSE OR OBSTRUCT ROADWAYS,SIDEWALKS,AND FIRE HYDRANTS,WITHOUT APPROPRIATE PERMITS. MAX.LOT COVERAGE 40% 16.63I ? E-mail: INFO@PWGROSSER.COM 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES,WATER VALVE COVERS,GAS GATES,ELECTRIC AND MAXIMUM HEIGHT 35' 32.93 I 7. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC TELEPHONE PULL BOXES,AND MANHOLES,AND OTHER SUCH ITEMS ARE APPROXIMATE AND SHALL BE NUMBER OF STORIES 2 STORIES 2 STORIES ` CONTROL DEVICES. SETIRESET AS FOLLOWS: CONSULTANTS j 8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL A. PAVEMENT AND CONCRETE SURFACES: FLUSH �< '' • ____... ' BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH 9. IN THE EVENT THAT THE SUSPECTED CONTAMINATED SOIL,GROUNDWATER,AND OTHER MEDIA ARE i ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,OLFACTORY,OR C. LANDSCAPE,LOAM AND SEED,AND OTHER EARTH SURFACE AREAS:ONE INCH ABOVE SURROUNDING " - OTHER EVIDENCE,THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AREA AND TAPER EARTH TO RIM ELEVATION. f, AVOID FURTHER SPREADING iOF THE MATERIAL,AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 5. THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND APPROVED BY,THE 10. CONTRACTOR SHALL PREVENT DUST,SEDIMENT,AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPECTIVE UTILITY COMPANY(GAS,TELEPHONE,ELECTRIC,FIRE ALARM,ETC.). FINAL DESIGN LOADS AND � + RESPONSIBLE FOR CLEANUP, REPAIRS,AND CORRECTIVE ACTION IF SUCH OCCURS. LOCATIONS TO BE COORDINATED WITH THE OWNER AND ARCHITECT. 11. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE ADDITIONAL COST TO OWNER',. RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS,ELECTRIC,TELEPHONE,FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES,WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES 12. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE COMPANY. IMPACTS TO OFF-SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES,IF ANY,AT NO ALLOWABLE SANITARY DENSITY FLOWN COST TO OWNER. 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS,UNLESS OTHERWISE NOTED ON THE PLAN: `•,\` A. WATER PIPES SHALL BE CEMENT LINE DUCTILE IRON PIPE(CLDI) 6.725 ACRES X 600 GPD/ACRE=4,035 GPD B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE(PVC) PROPOSED SANITARY DENSITY FLOW . C. STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE(RCP) 74 SEAT RESTAURANT X 10 GPD/SEAT=740 GPD 44 UNIT HOTEL X 100 GPD/UNIT =6,600 GPD Grading and Drainage Notes 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, '•R ''$ INSTALLATION,AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, TOTAL SANITARY FLOW =7,310 GPD CONDUITS,DUCT BANKS,LIGHT POLE BASES,AND CONCRETE PADS, SITE CONTRACTOR SHALL FURNISH 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT(STP)HAS SPECIFICATIONS OF THE TOWIN OF SOUTHAMPTON,SUFFOLK COUNTY HEALTH DEPARTMENT,SUFFOLK THE DRAWINGS. BEEN PROVIDED. j COUNTY DEPARTMENT OF PUBLIC WORKS AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION, { AS APPLICABALE. 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S PROPOSED RESTAURANT-GREASE TRAP SIZING REQUIREMENTS. .- ` 2. UTILITY INFORMATION SHOWN ON THIS PLAN IS BASED ON VISIBLE FIELD EVIDENCE AND AVAILABLE j RECORDS. THE CONTRACTOR,SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCING 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4'MIN.)SHALL BE DETERMINED BY THE PROPOSED 74 SEAT RESTAURANT j { WORK. CARE SHOULD BE TAKEN NOT TO DISTURB EXISTING UTILITIES AND SERVICE CONNECTIONS(OR MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL I 1 '. PORTIONS THEREOF)TO REMAIN. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ABANDONED STANDARDS, FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER,THE MINIMUM DIAMETER SHALL BE KITCHEN FLOW=20 GPD/SEAT X 74 SEATS'-1,4810 GPD ! UTILITY SERVICE CONNECTIONS AND INSTALLATION OF NEW SERVICE CONNECTIONS AND SHALL 5 FEET. - COORDINATE WORK WITH THE APPROPRIATE UTILITY COMPANY, GREASE TRAP DESIGN i 3. REMOVAL OF EXISTING STRUCTURES,INCLUDING BUILDINGS,DRAINAGE SYSTEMS AND OTHER STRUCTURES, Utility Information REQUIRED: 1,480 GPD X 1 DAY=1,480 GPD -:...' IS TO BE DONE IN CONFORMANCE WITH THE REGULATIONS OF THE TOWN OF SOUTHAMPTON AND APPLICABLE COUNTY,STATE AND FEDERAL AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PROVIDED: (')10'DIA.:5'LIQUID DEPTH GREASE TRAP(2,500 GAL) ALL PERMITS FOR DEMOLITION AND DISPOSAL OF EXISTING STRUCTURES AND MATERIALS. SERVICE OPERATING AUTHORITY • i 4. ALL STRUCTURES TO BE REMOVED(FOUNDATIONS,CONCTRETE SLABS,DRAINAGE STRUCTURES,ETC.) STP DESIGN FLOW I SHALL BE REPLACED WITH CLEAN,GRANULAR MATERIAL,COMPACTED TO 95%STANDARD PROCTOR ELECTRIC' PSE&G DENSITY. WATER SUFFOLK COUNTY WATER AUTHORITY PROPOSED RESTAURANT DESIGN FLOW 5. ALL PAVEMENT TO BE REMOVED OR REPLACED SHALL BE SAWCUT. TELEPHONE VERIZON L� SANITARY SUFFOLK COUNTY DEPARTMENT 74 SEATS X 30 GPDISEAT=2,220 GPD ..-.- + RTMENT OF HEALTH SERVICES • ,• 6. THE CONTRACTOR SHALL EMPLOY APPROPRIATE MAINTENANCE AND PROTECTION OF TRAFFIC MEASURES DURING CONSTRUCTION AS APPLICABLE. MEASURES UTILIZED DURING WORK SHALL BE IN ACCORDANCE GAS NATIONAL GRID PROPOSED 44 UNIT HOTEL • � -_ ` WITH THE N.Y.S.MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. I 7. EXCEPT WHERE OTHERWISE NOTED,WHERE NEW CONCRETE CURBING AND CURBED ISLANDS ARE 150 GPD/UNIT X 44 UNITS=6,600 GPD SITE LOCATION MAP PROPOSED,THE BOTTOM OF CURB ELEVATION SHALL BE CALCULATED USING THE EXISTING PAVEMENT SCALE: NTS € ELEVATION. THE TOP OF CURB SHALL BE CALCULATED 6"ABOVE THE EXISTING PAVEMENT ELEVATION. STP DESIGN FLOW=8,800 GPD PAVEMENT AROUND THE PERIMETER OF EACH ISLAND SHALL BE GRADED SO THAT WATER IS NOT TRAPPED AGAINST OR NEAR THE CURB,,AND WILL FLOW FREELY TOWARDS THE NEAREST EXISTING OR PROPOSED I - t DOWNSTREAM INLET. EXISTING PAVEMENT SHALL BE SAWCUT AT THE LOCATION OF THE PROPOSED CURB. '' STP LEACHING POOL DESIGN 1 5OO 3 OOO { ,. BACKFILL AROUND THE THE COMPLETED ISLAND SHALL BE CLEAN,GRANULAR FILL COMPACTED TO 95% REQUIRED: 8,800 GPD.5 GPD%SF=1.760 SF ' 7 STANDARD PROCTOR DENSITY. NEW ASPHALT SHALL PROVIDED A SMOOTH TRANSITION TO EXISTING Erosion Control ;, 6 PAVEMENT TO REMAIN. ALL SAWCUT LINES SHALL BE SEALED WHERE NEW PAVEMETN MEETS EXISTING PROVIDED: NEW LEACHING POOLS SCALE: 1" - 1 500' j PAVEMENT TO REMAIN. 510'DIA.LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) 4 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE,THE CONTRACTOR SHALL NOTIFY APPROPRIATE 31.4 SFNERTICAL LINEAR FOOT X 15.0 VERTICAL FEET=471 SF 3 8. ALL EXISTING CATCH BASINS AND DRYWELLS SHALL BE CLEANED OF SILT AND DEBRIS AT THE COMPLETION AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED 471 SF X 4 POOLS=1,884 SF PROVIDED 2 OF CONSTRUCTION. IN FEDERAL,STATE;AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. 1,884 SF PROVIDED>1,760 SF REQUIRED 1 IREV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 9. THE CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 4B HOURS BEFORE EXCAVATION,CUTTING, 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES,AND REMOVE SEDIMENT Number Revision Description Revision Date REMOVING,OR TAPPING INTO ANY EXISTING UTILITY SERVICE. THE TOWN OF SOUTHAMPTON SHALL BE THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF NOTIFIED 48 HOURS BEFORE ANY SITE WORK IS BEGUN. SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND Designed By Date Submitted PROTECTED AREAS. 10. PRIVATE UTILITY POLES TO BE RELOCATED SHALL BE DONE WITH COORDINATION WITH THE APPROPRIATE TC 01/20/17 4 Drawn By Date Created ELECTRIC AND TELECOMMUNICATION COMPANIES. GAS AND ELECTRIC SERVICE CONNECTIONS AND/OR 3. CONTRACTOR SHLL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION TC 08/23/161 SERVICE ABANDONMENTS SHALL BE COORDINATED WITH LIPA/NATIONAL GRID. WHERE FEASIBLE, SHALL NOT AFFECT REGULATORY PROTECTED AREAS,WHETHER SUCH SEDIMENTATION IS CAUSED BY ( Approved By scale PROPOSED ELECTRICAL WIRING SHALL BE UNDERGROUND. WATER,WIND,OR DIRECT DEPOSIT. i BG AS SHOWN Client 11. ALL CONNECTING DRAINAGE PIPING SHALL BE 12"RCP UNLESS OTHERWISE SHOWN ON THE PLAN. 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED I THE ENCLAVES r+ FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED,SEEDED,OR OTHERWISE STABILIZED TO PREVENT 12. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE EROSION. 56655 ROUTE 25 DISPOSED OF IN ACCORDANCE WITH LOCAL TOWN,COUNTY,STATE AND FEDERAL LAWS AND APPLICABLE Urvey Notes SOUTHOLD, NY CODES. 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, Project. CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND 13. ALL SANITARY SEWER PIPING SHALL BE DR-18 PVC OR EQUAL UNLESS OTHERWISE NOTED ON THE PLAN. DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. 1. SURVEY PREPARED BY JOHN MINTO SURVEYOR,93 SMITHTOWN BOULEVARD,SMITHTOWN.NY WHERE SEWER PIPE COVER IS LESS THAN 4'-0",DUCTILE IRON PIPE IS REQUIRED. DATED:MARCH 28,2006-LAST UPDATED:JULY 6.2015 14. REFER TO LIPA STANDARD SHEETS FOR PROTECTIVE BOLLARD SIZES,REQUIRED SETBACKS AND OTHER SITE PLAN DIMENSIONS AT TRANSFORMER AND GENERATOR PADS. 15. WATER MAIN TAPS,INCLUDING TAPPING PERMITS AND FEES,METER REQUIREMENTS,ETC.,SHALL BE I ! I o COORDINATED WITH THE SUFFOLK COUNTY WATER AUTHORITY. _ I 16. EXISTING WATER,SEWER AND(OTHER CASTINGS DISTURBED DURING WORK SHALL BE ADJUSTED TO GRADE Project Address' As REQUIRED. 56655 ROUTE 25 17. ALL PROPOSED DRYWELLS SHALL BE PRECAST,WITH PRECAST OPENINGS FOR DRAINAGE PIPE AND SHALL RESTAURANT PARKING SPACES REQUIRED SPACES PROVIDED CONFORM TO SUFFOLK COUNTY STANDARDS. 74 SEATS 13 24.6 SPACES(1ADA) 25 SPACES:2.ADA.) SOUTH OLD TOTAL RESTAURANT PROVIDED:25 SPACES(2 ADA) SUFFOLK COUNTY, NEW YORK (County Tax Map Number: Contract Number: �; HOTEL PARKING SPACES REQUIRED SPACES PROVIDED 1000-63-3-15 � 1/UNIT-44 UNITS 44 SPACES((ADA) 44 SPACES(2 AD,A: Regulatory Reference Number. -9 ! 1;EMPLCYYEE-OR-1/UNIT 44 SPACES(1ADA) 44 SPACES:2 ADA) a TOTAL HOTEL PARKING PROVIDED:88 SPACES(4 ADA) Title of Drawing: SITE PLAN ' GENERAL NOTES g � �o I i Drawing Number: �w` G 1=0 0 RECEIVED f.'!: >.- i_ r, +t S 7 0 01 'i y Sheet of �-o 4 Z�NII�?G 6OARD.O.FAPPEALc-� 1' ti; -,. 1 13 PID `" 4.t `°i)�` 4 ,yt-)�SM�.•" PWGC Project Number. w a f Unauthorized rid related documents en AVG 1601 w w to this draw and related docurrnents is a violation of Section 7209 a t of the New York State Education Law o FExi i5 Existing Proposed Notes Existing Proposed Notes sting Proposed Notes Existing Proposed Notes Political and Property Boundaries Topographic Features Utility Features F BC BOTTOM OF CURB 6'RD ^ -T PROPERTY LINE;RIGHT-0F•WAY LINE -'•--' '---- --'-' ------ -- -- -- 14 -------- --- MINOR CONTOURS •- ----- "� -- ROOF DRAINAGE ! f i INTERIOR PROPERTY LINE -- - 20 MAJOR CONTOURS = --"" °°- 15 DRAINAGE "D .� BW i BOTTOM OF WALL - — — — — — — - I BUILDING SETBACK LINE - — — — RIDGELINE - --- ------ UD UNDERDRAINAGE — — — — — — — — R I D G E L I N E CA l�':' CAN CABLE TELEVISION — EASEMENT TOP OF SLOPE ---'-- .' -- --- FD ! FRENCH DRAINAGE Strategic Environmental and Engineering Solutions e is TOP 0�SLOPE E' CB CATCH BASIN .- �..;:„.': n+*�':�z„�r.�n +�.+r��•�nawtir,��?pwrwa,;F�,g. -,�.°'>q'�.i,..-,_.,'",,�°,..."?�.`n'•'°-'.."='""'-'°:�`�' WETLAND FLAGGING BOTTOM OF SLOPE -- ' ------ 6"S SANITARY SEWERAGE CoCO T BOTTOM OF SLOPE CLEANOUT LIMITS OF GONSTRUCTIONIDISTURBANCE -- -- =.. - — --- FM FORCE MAIN - ; SPOT ELEVATION ., - C D DRAINAGE E_.123,/!,5 EL.123.45 + EL.123.45 I t� t�4 ( �°�•- � lit + f - -— ; MATCHLINE _ .____.._-- 12"W WATER MAIN DMH DRAINAGE MANHOLE TC'.1"'s VinTC 123.45 630 Johnson Avenue. . Suite 7 B,;,1 3 \ BC 122.95 TOP and BOTTOM of CURB ELEVATION - -' ~--- --- --- 2"DW DOMESTICWATERSERVICE Bohemia . NY . 11 Curb and Pavement _ .v DW DRYWELL 716-2618 ------r P_ _----- 6"FP FIRE PROTECTION SERVICE Phone: (631) 589-6353 . Fax: (631) 589-8705 f4^v1<'?' TW 123.45 E 5 EBX ELECTRIC BOX E-mail: IN RO ER CO - - - - - - - _ CONCRETE CURB TO BE REMOVED C;'rd t;"s" BW 113.45 TOP and BOTTOM of WALL ELEVATION _________.._. _.____-____. G NATURAL GAS - FO@PWG SS M E`,4;, EMH i ELECTRIC MANHOLE CONCRETE CURB -' -- G ------ OE OVERHEAD WIRE CONSULTANTS PAVEMENT TO BE REMOVED Drainage Elements -"-•--• F - E ELECTRIC POWERLIINE EX EX EXISTING _. EDGE OF PAVEMENT ? 14'`y ,Y i DW A-1 - ' "-" T ---- --- T TELECOMMUNICATION (A FA FIRE ALARM RIM 135.43 DRAINAGE STRUCTURE LABEL - — — — — — — - SAWCUTLINE :.:; �.; ";? INV 130.43(N) --- '-'CC— - FOC FIBER OPTIC CABLE'. F": FD FRENCH DRAIN i I CAN CABLE TELEVISION Fi:' FM i FORCE MAIN NEW PAVEMENT TRENCH DRAIN I =A -- - FA + FIRE ALARM f`""' FOC FIBER OPITIC CABLE - - T., -----_-•-- TRF j TRAFFIC WIRING Ff' FP FIRE PROTECTION SERVICE HEAVY DUTY PAVEMENT 14 Q O DRAINAGE MANHOLE with GRATE INLET ry � W FIRE HYDRANT G j GAS WVi ,> ";�'„t•: ® O DRAINAGE MANHOLE with SOLID COVER % `'`' =:L' GV GAS VALVE WATER VALVE Building and Elements - � GV i !-t'•;_. HYD HYDRANT BUILDING TO BE REMOVED GAS VALVE CATCH BASIN with CURB INLET ! i"', ICV IRRIGATION CONTROL VALVE i OEMH ELECTRIC MANHOLE ”+' INV I INVERT ,'. .... . L_�- %%, BUILDING ;f i// l Q Q DRYWELL with GRATE INLET '"" UTILITY POLE "" I LA LANDSCAPE i.� LP I LIGHT POLE '.. '. LIGHT POLE L:. CONCRETE TO BE REMOVED MON i MONUMENT U - - - - - - ORD ROOF DRAIN '. CONCRETE and CONCRETE WALK I" -,ft ® ® DRYWELL with SOLID COVER P O POST OHW '771OVERHEAD WIRE RD ROOF DRAIN SIGN a ENT � OHD �': BUILDING ENTRANCE and OVERHEAD DOOR `. r�-�:.:- O IPF � IRON PIPE '" RIM i RIM ELEVATION DRYWELLeh BURIED CONCRETE COVER S SANITARY 1 SEWER f re 1 O BOLLARD PROTECTION - _ „t ••--.< ® MON CONCRETE MONUMENT SMH SANITARY I SEWER MANHOLE CIRF ` OO CAPPED IRON ROD SPK SPRINKLER HEAD Fence and Property Features ; DRYWEuwithCURBINIET p qty I_ : 1� [1 ,-•lf� �IRF I T j TELEPHONE IRON ROD ----- ! CHAIN LINK FENCE CIRS TC TOP OF CURB I u CAPPED IRON ROD SET _..- .4, ..._..•._..., __-.___-- STOCKADEFENCE TMH TELEPHONE MANHOLE _._.... 1 FENCE(OTHER) - SOIL BORING ' ;t•i;; TRANS TRANSFORMER r TSB ' TRAFFIC SIGNAL BOX RETAINING WALL I Sanitary Sewer Facilities I TMH TELEPHONE MANHOLE - E TREE LINE `` .- ti. i LP A-1 SANITARY SEWER STRUCTURE LABEL TSP TRAFFIC SIGNAL POLE ! }.is•" RIM 135.43 ,. ❑ TP TELEPHONE PEDESTAL - EDGE of WATER LINE I HIGH WATER >i''. - d3(hY", INV 130.43(N) TW TOP OF WALL �aoc Ci CO I i _ . TRANS TRANSFORMER !;> UD i UNDER DRAINAGE CLEAN OUT i Parking Features O TSP i TRAFFIC SIGNAL POLE W WATER K i WV WATER VALVE TSB I TRAFFIC SIGNAL BOX 24 '' PARKING COUNT SANITARY SEWER MANHOLE EBX VIF VERIFY IN FIELD a!,� ;t ❑ ELECTRICBOX 24 i LANDBANKED PARKING COUNT ! 7 O ICV IRRIGATION CONTROL VALVE 6 5 225 CUMULATIVE PARKING COUNT LEACHING POOL w COVER TO GRADE C, SPK SPR4NKER HEAD 4 O i 2 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 HANDICAPPED ACCESSIBLE PARKING Number Revision Dela hon p Revision Date SEPTIC TANK with COVERS TO GRADE I Designed By Date Submitted TC 01/20/17 Drawn By Date Created J � i TC 08/23/16 Approved By Scale I !'s'a% ;®/.:e GREASE TRAPwhhCOVERSTOGRADE BG AS SHOWN. Client THE ENCLAVES t 56655 ROUTE 25 O� STANDARD PARKING SPACES fY j/fj, %! ; LEACHING POOL with BURIED CONC.COVER !' SOUTHOLD, NY i + Project ED SEPTIC TANK with BURIED CONC.COVER I SITE PLAN I f Project Address: 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tax Map Number. Contract Number. 1000-63-3-15 Regulatory Reference Number. ' Tittle of Drawing: SITE PLAT! LEGEND a m ti i • .F Drawing Number: u+ C 0 2 `1 f' +.!s Eel,!lz �6 i',•`� A tx f ti:�raj Sheet Of 4 APR 18 2011 �. :;s, t � �,��----- � PWGCProject Nurr6cr QUnauthaSzed alteration or addition Z to this drawing and related documents BY:--------- AVG1601LLJ is a violafion of Section 7209 ri o of the New York State Education Law 8 O a a ' ..x v'dF :�5�'-i'dW.Am" ,. [ri". .>d1�•+�3 R'4N"�.•{g' e r w i9 LLQ N A U) cc w q — — — — — I I TOWN HARBOR I Lu C I = vo LANE 00 > U_ 5; OART p � U) z LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF rw VALERIE M.SCOPAZ ANTHONY FORGIONE LAND NOW OR FORMERLY OF z0 >_ S.C.T.M. NO. 1000-63-03-16 WITH NETTTINi S.C.T.M. NO. 1000-63-03-17.3 VINCENT DOLOMfTE& ILEANA DOLOMITE p Z WPOSTS i V WITH G / S.C.T.M. NO. 1000-63-03-17.4 Z O EXISTING 1 STORY FRAME g F- ° SHED TO BE RENOVATED AND Strategic Environmental and En Q ORATED INTO MAIN EO 7 o INCORPORATED (SEE SIGN Engineering z S07°38'10"E 622.78' o ° :` , - STRUCTURE SCHEDULE i $OIUt1011S 31 o I .',,,... z.; `H QI` �, { S07°44'40"E 310.00' S SHEET) Y , I �Y s o-•-a J_ o—a—°—an-�--.-s'-_-- s -- h-atty — haln link—x-0-0-a o-o-o-o-o-•-° s I _'-- r `- - -- - -- J, - - - 1 RESTAQUR Ai. (�N1 T ANf Ds s - g ENCLAVES(HOTEL) 0 NCLAVES(H TEL)o SIGNoom link fenca sfnCe NEWPROPOSE SIGN(SEE w'V ❑ /at adefence n U s s- ence s ARCHITECTURAL d 0_—s DRIVEWAY PLANS) ° a _ 6 .!.3',•�A°'�Y0Av Johnson ohnson.:.;Avenue. venuet -.z..).tSuite uite.,.I.tl .7�ARBAGR 29O 31 AR 4 LINE OF EXISTING well t DRIVEWAY TO BE Bohemia • NY . 11716-2618 FRAME GARAGE TO REMOVED TO REMAIN AS26 w Phone: (631) 589-6353Fax: (631) 589-8705 REMAIN 89-8705REMAIN IRRIGATION W4. O(�1— ,. .zt+, r. n s^ -- ' 0 o- �(IGRBAGE° i i E aiI: INFOPWGROSSER--.-C-O-M O .IO AREAS EXISTINGT B O\ REMOVED S CONSULTANTS EXISTING rozSTORY n ZSIGNO STRUCTURE TO ---— -. ." RD Z \ �- FF .27. >/ cb 5 2 8 f'. - I 0 - e i" `i-- - PROPOSED ED H OTEL i�• 27 - - 1 J= + .a` 1 a - 2 - s R6 6 s .• 5P a_ 'FF ! s_ EL: 2. 3 0'.. t O �oU \ � / i• y i t 6 7 g ,yKN jo D No 5 RD 26 FRO NT YA R SCHEDULE PR'PSED ADDITION TCKoPosEPARKI o (SEE SIGN PROPOSE EXISTING S,TYP I I iI1 LU(�) slate 29 THIS SHEET) '11 1II W i1 f 1'l 4 g O 3 1 ,\•-'`' - It O - 1 ZQQPROPOSED WALKWAY s' _. ELECTRICRI C LINE I J J �lV a 3 3 PROPOSED OSE DS �._ O I SI G N 3_ a Z$ SERVICE LINE EWAGE Z 8 Y p SE :GK ` 7 \\ LA 3 3 3 slat- DISPOSAL L SYSTE XIS ING IOSE E REMOVED POSED he/SCULPTURE20' P TY 1I ' O adm � i tr ' It GARDENo o R7-8(SEE SIGN 12 m REON 0 GRADE EL.30.5' O FP 9, SCHEDULE R7-1&R7-Sb rn B CK S ui I Q I I \ f' WTHIS SHEET) PROPOSED WQ ATERSERVICE I, SIGN 45 1 1 - 1 H I� K za_o i.. H.T. COTTAGE r` :_. \ R5-1 (SEE SIGN HIS ULE - ---- - T SHE r- SCHEDULE k: 4 ; - ' -. 't P SCHEDULE s(_;__ s '•�':. ,>:'- '• r , ET] PROPOSED WATER SE m i I wt 4 z i u v 1 , : `�. NEW PROPOSED L'..-.'_ CHESSBOARD _ _ 'z. HIS SHEET) DRIVEWAY � SERA— z = n T T3 PROPOSED WATER.. " - r ? AND PARKING w METERAND RPZ DEVICE H V k V F, 25 SERVI E I D P �.. rra M M -- - UI LL $ C• .. ,.., (:_. L CABANAS- Cy - FP _—FP " P M Eg I RcQD r TW:30.5 'TW: FP __FP M LLj Q. - p 16 5$c to Q BW:27.25 8W:27.26' 00 - , :, I-- - �r FISHPOND F M M F 'I ~ ` ---FP r. SESB 32 ¢ „J H.T. `'] ".: !_- � " \, PROPOSED WATER FP SHED 3 FP— M �I l F! f'. 178A0' ` 3 COTTAGE2 I RD SERVICE LINE N04°45'20' __ li( 2' PROPOSED 2.5 H, \\ ( PR IEE Fp R1-1 (SEE SIGN 3 ( '�' eb f s s PROPOSEDIF R3-1 SEE I R T ( II i' ( SIG E AINING WA r OG - LL PROPOSED WATER" ' I ,__ , i +E SERVICE LINE HOTEL ACCESS � - SCHEDULE SCHEDULE it , E __ J aSERVICE .." f _ 25 THIS THIS SHE ' GRADE EL.27.5' 1.27 � �-�FF EL 32.0' ' ',' `� ONLY SIGN � `11' I ta,-0. 26 SHEET) t i ,w...:,_. ..:,. _ ...,... _ SHE :i co I - ! j (SEE ARCHITECTURAL ET) i p z .+.T._�_ .. ._. \( I I .t FISH POND DRAINAGE PLANSR -- -- - cb p Y• ;' _ - - - - - ---.__. ! - R1-5(SEE SIGN - ta'•a" ._.H.T. 223'-l' o SCHEDULE `Zi 0 1 , , a H.T. ( I I o COTTAGES v El, ? _ ; ilU�` OPO T THIS ,I N � w t _ ��D�� ; { { ! t ,\ SEDFRON ¢ oM SHEET) t 24'0/ 20'_- ::" '_� n POOL AREA RD SETBACK It Z - a PROROSED WATER. RD S, O m H.T. i o NYR3-14(SEE SIGN 3I: SERVICE COURTS I 3 I .- - PLA 1 1 O — Y ❑ o : I w• ) -;- ..:. GRADE EL.27.5 '�=PROPOSED 2,5'H - J ��'1 z V 1 N t SCHEDULE a J _ ;SIG = ~ ' - RETAINING WALL ! o o THIS SHEET) ' }i{ i i PROPOSED PARKING AREA I 2 • .. H.T. RDS Q a I �, II Cb, „.- COTTAGE 4 } BW:27.2 ` _ 3 m 1, + / O 5w PN 3055 I z rn 2 i N ° _ .,. .... ._ - II a LAND TW'30.5 _ RA MP RAMP � NOW OR FORMERLY OFC. I ° � ,G � EUG MASIC&MIRELLA TOMASIC y _ WALKWAY 28 O EN TO I I ) --- i EE S.C.T.M. NO 1000-63-03-14 R6-5P(SLOCUST LANE : .-_ S.DRFARYARD_ 11 2 4~ I i 'I i i \I � l� SIGN D(' t t I � r I O ' �' 2 THIS ESDHEET) V!; i _ I _ 30 Q NEW PROPOSED DRIVEWAY I ' I • NP. `v ,f 13w i PROPOSED PARKING AREA 31 \ a a { t''�::}, �•-• ! 32 yy =- - _r� �iN '\ b K; ,ry�•4AV - - - \ I o � Cb 1 I ` 1,SIGN LAND NOW OR FORMERLY OF 34 3t { I { I I i ; rYP. JANET L. RYAN i n ❑ S.C.T.M. NO. 1000-63-03-13 34 W i _ I _ _ i C I a -- n f /r N05°30'50"W of of 616.57' ,, o 33 \ N a NCTELA S SIGN , LAND NOW OR FORMERLY OF \ iCHITECTURAL CHARLES W.WITZKEPLANS) { - f R7-8(SEE SIGN R7-1&R7-8b S.C.T.M. NO. 1000-63-03-28.1 R4-8A(SEE SIGN R4-7A(SEE SIGN N „ SCHEDULE (SEE SIGN SCHEDULE THIS SHEET) SCHEDULE LAND NOW OR , THIS SHEET) SCHEDULE THIS SHEET) 7 (TYP.FOR 4) THIS SHEET) FORMERLY OF 6 (TYP.FOR 2) PILLES REALTY HOLDING LLC 5 51.34' PROPOSED SITE PLAN S.C.T.M. N0, 1000-63-03-12 3 N05°30'50"W 2 " SCALE: 1" = 40' 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Descrippon Revision Date L 33 0 40 ;80 Designed By Date Submitted TC SCALE: 1" = 40' D01/20/17rawn By Dae Created TC 08/23/16 Approved By Scale BG AS SHOWN I Client %bib1 I , THE ENCLAVES i 56655 ROUTE 25 SOUTIHOLD, NY roject- I SIGN SYMBOL SIGNS OR MUTCD 2009 ED. SIZE OF SIGN { ! DESIGNATION PLAQUES SECTION N0. ( SIGN SIZE OF SIGN CONVENTIONAL SYMBOL SIGNS OR MUTCD 2009 ED 1 SITE PLA N ROAD DESIGNATION PLAQUES SECTION NO. ! CONVENTIONAL , ROAD I I uo # 1 'amu NG R7- NO PARKING rI�ME - 12'x'8' R5.1 DO NOT ENTER - r 30'x30" I R I Project Address: MXING R7-8 ® ADA PARKING ' - 12'x18' 56655 ROUTE 25 1 NYR3-14 rRAFPc ALL TRAFFIC 24'x30• SOUTHOLD I - ► SUFFOLK COUNTY, NEW YORK R7-8b ACCESSIBLE VAN ACCESSIBLE 18'x9' `• ' �""' County Tax M Number. Contract Number. R; PAINTED R6-5P ROUNDABOUT 30'x30' I ty 1000-63-3-15 DIRECTIONAL f Regulatory RelerenceNumber. ARROW f DOLOR-WH,TE Title of Drawing: EO ENTER ( ONLY ENTER ONLY I 18'x18• R1-1 { I�P STOG 2B.05 30"00" { R4lAKEEP � (! PROPOSED SITE 7 I KEEP RIGHT 24'x30' } g t R3-1 �-'i NO RIGHT TURN RIGHT 24"x24" I LAYOUT 1 KEEP � AND 3 4 R4-8A KEEP RIGH" - 24'x30' � UTILITIES PLA t • .r ��•(.J?,,,,.,.-..,•. !`J... .•, Drawing Nla WC w An 0 ,pill (17 APR 18 2011 f `` ----'"4 . 3 13 PWGCPmlectNun6er: '-. •' wui BBY: e J Unauthorized alteration or addition i to this drawing and related documents AVG 1601 is a violation of SectiJ on 7209 ~ LL 8 Of the New York State Education Law 01 ,� rr �o a a li Q [V ti I! (_,-- o _ _ - L' TOWN HARBOR cr_ n - LANE O U > ll.. O O- o o LAND NOW OR FORMERLY OF o z VALERIE M.SCOPAZ i LAND NOW OR FORMERLY OF 3;: = N •. LAND NOW OR FORMERLY OF O N S.C.T.M. NO. 1000-63-03-16 ANTHONY FORGIONE z >- ►- WOOD POSTS I I S.C.T.M. N0. 1000-63-03-17.3 VINCENT DOLOMITE& ILEANA DOLOMITE o z U WITH NETTING ( ' EXISTING 1 STORY FRAME wMas S.C.T.M. NO. 1000-63-03-17.4 c Q O �-❑`o SHED TO BE RENOVATED AND I INCORPORATED INTO MAIN i v Z c STRUCTURE a 'i + l ¢ o n•a: LIP- _ 'i I Strategic Environmental and Engineering Solutions S07'38'1 0"E 622.78' 26 L `? \_ -O °E^ S07°44'40"E 310.00' 7EFFFC N I i LIL 'I GN qq \ Y26 \ d sotckade fen-ce._...--o-�o- -os-a-�'°`°s-• - - .._. s -._-. --- s -' ' s-- chain lir* fence s NEW PROPOSE u R DRIVEWAYly,- nk fen: st ado tante y� -n Q --; I ;.Ii i 4'' :,':i '^+.�.I;.u=h<'-1.�:,a.i,-'..,-e`, 5 @ :-;i.v.�,-"I,",-+_a`-?�;-''•>7i,a.7;'-.- - - _ n _ __ ' --- -- - i'' iw:.'�''',i„s;:t'..Y,�,e,ar.«.rk a ....c:�..:�.<.s',;,..e-is;;:a„vv...�.`sr.�a;..w..o;;:'•�.:;:.:.'•.:'s;;E>.tw-' ' - o-o--o-o-.�--P-o-o a SOA � .--.- __ _- __ CII m- -_'-s- _ _.-,. .. .,_ _ _ _ .._- -' r,�-t ..,. ;� •.f.c.2 Steeltadefettc� '-' "�' r ° s Q N s Paws , t well i' ! 1 i" o _ �� "r ao�A ( t r-LINE OFEXISTING /' �-26� ;N DRIVEWAY TO BE ISTINGWELL p y o o Z9 EXISTING 1 STORY I <' 66ohemia o NY . 11716-2618 \ ARBAGE ) / Suite 7 f O DPLs1 \\ 31 AREA 3 i 30 = _a _ FRA IEG RAGE TO ED TORE AIN AS 1 i 1 Qi;� 1 s A REMOV i ! TO REM TION WE„L O sly 0 RIM]08 --- LIDSPP B REMAIN - _ - - ,__-- __ I ' CL'"0 Phone: (631) 589-6353 . Fax: (631) 589-8705 I7 EFFECTNEDEPN 6 - _ CiARBAC3E �o_;o_w-o�D } O r. I� +r EFFFcmEhEPnI i' A O - REA EXIST TNG TO B 1 '6E-mail:� INF O P # W GR E .COM - REMOVE Q. OSS R D #i cb O s f i r I 6i OEXIST N GTO 2STO STORY „ _ - - \_ '"'• ,. STRUCTURE TO REMAIN I ( f SIGN 29 I a FF: I CONSULTANTS o~M 27. 5 al � I 1 p - `' RD O s cb I 'i'' t x _ 28 i :;M- - 27 'r I I 2.. PROPOSED ED HO L TE 26 'ter a \ O IO 3. O i N PR o f �a POSE :FF EL 2. � - N wfiva I - s s - F ONTYAR I' RIM ns C7 17 EfFEC ^'1 THE E Hn..P TRACK OS D E ADD T II N _ r S `i h POP SE AR A` OPOSED PARKIN ARE a G 1 9' T 1 RD' i G EI f 29 I l ! P.' 1 t TY w t w RD 11 I o �, 2 6 1� 't I`- i U r � z , �S't , i 18' i '� slate � z -0` r N, I .f i ( 7. �o I - Q a t� W , , ALKWA 4 i Y i O t I J ADO Aa -r- i - O 1 3 v wu 2s s 3 ❑ ❑ i • f Al 1 1 FF i .. .... .. 7E Ec hE[tT L I 3 3 SIGN 3 /� I' 6 Z 1 3 3 °v Z t 3 3 slate' EXI STING T0 BED l➢ R 1 m � I � # 3 3 DIPR-1 RIMYa]5 ( I 1 Z j - \ 3 REMOVED aEFrecmEaa % a j 3 wuzs Q I O 3 N SWIMMING POOL \ ~ ro 3 3 3 sE�FEcrnEDEP1H (n l; m DLFWW-7Y '6 I s I _ 7' p SETg i \ _ DRAINAGE 11 LA /SCULPTURE o U REO'D as F- + F- i r^ RIM 305 ')7 1 1 < LCB P9 I U 1 YF I DLP RA+ a AR I I i 12 m G DEN f I (n OSEDRecmeD®rt \ \ r O (�1 RI. FRONTY e lI P Fill, I 1 I O W }. � w P F rrM i F / ECTNEDEPTM 7E U '- SETBACK� s S C Q F 1� I w 17E FECTNE DEPM N i N t 0 g - - _ - GRADE EL.30.5' D PLsz TYP +2'EFfCC'NE DEPTH 0 41 - RIM 169 1,' .-."- � 1t W e \ .'!S' •`.• -.. Y .-,.- \ ,.-. ., `L'r, I7 EFFECTIVE DEPT lCB PB -/ LCBP7 1 I H.T. „ .,..- (...:-:' ' '^ f7 EFFiCTNk JiPIH - .. W2'EFFBDTIYE DFPIN AlM Ss I w' U V COTTAGE 1 ti W! I• F A F-: I Z { M I I. I. ANDPA KING x v; U% L) ;x CHESS BOARD w v` s r-_ s RK NG - I U1 I LL , • , , _ <.M Q: r, f Y FP M - FP Q. M A P k;'_D; POOL CABANAS ,'FLOOR DRAIN :x�- ~E ' P FP pp__ p:�_FP-__ N ;7 { M F +�� M ll+ 25 } -F Q _....- TW:305 TW:30.5 GRATE ELEV:2 2'? -_Fp FP M w I t _._..". .._I .. ._n ._.-___-_ -_-.__- I FP ....,_ ._. .... _. . .-,. .. _- s� - - FPM --w- H REOO - i6 O BW:27.25 BW:27.25- irf` FISH POND SHED N�4_^45'2 RO Or,W e SETR A 32 4 H.T. 1:=::. FLOOR DRAIN ,. .. .' \ 178.00' p 3 COTTAGE a, 1.RD GRATE ELEV:27.2 I AIM a ;I Zs 8 (Il 26 - GRADE EL.27. + 5' 14'-0" J 25 cb I 1 < - E ov sa l: FF EL 32. 0" - 27 III •',_. -._-., •, - .. 17EFFECTMEDEPM ? I j Y 11 i I in r 14'-0" 1 z I 223,_1 C:, 1i r H.T. H.T. n I v Pc 00PNY OPOSED FRONT a o I _ - COTTAGE3 C�==- '{ aMas2s Q 11 p (r DIPRpa < kIE f�IDCiE,\ qQ I I ; RD SETBACK G y Jj - 1r Ers¢mE j�cv POOL AREA 1 1 +z E>:FFcrnED�rrI > 1- j 20- o`" i 3 j 1 o SIG RDI' H.T.; w o ! ; J k I PLAYCOURTSCr)I 3 ti.. _ \ W _ GRADE EL.27.5' 0- LU 1 T(P�-� z V' �- FLOOR DRAIN __.j i__...--, o o. 1 W! cb ° 1 it GRATE ELEV:27.2 - a er; M. F - H.T. LOOR DRAIN RDH A2 p J aTTAGE 4 PROPOSED PARKING AREA I n F Y w i }I D - O - i'4Ry: RMffi5 �'A LAND NOW OR FORMERLY OF IG _ �^ 2 ---MF.3�50 E 7.2 4_ �'4 1zEFfEcnvfoEPrH Z U) DLPLs, w o / T 5 RAMP, - - TW:30 55 - .. .RAMP p V 2 o:=u3 I `i! OUR LU I I 8 E"_^.n�DPT RIM X EUGEN TOMASIC&MIRELLA TOMASIC .. .s-_, ..,,.. r AIM 269 O I p 17 EFFEC N l -. ... - mEDEPT ..` •`A - DEPT - WALKWAY •` 1, 28 ttffF[cmE ' - LOCUST LANE V S.C.T.M.T M NO 1000 63 03-14 � ; 153'.10° 12 EFFECrN>:DEPT l q:`10 Al\.. .LA ' EFFE iNED �I O RIM 1125 � A5 M - -! -i RM299' \ ,' F15 i'NE DFYIII O! 1 J I N i DLMW EFFECTIVE DO" � NEW PROPOSED DRIVEWAY Imo* <,...., +... .. ,` - - - • RIM 31 a ; - _ 'Ir- j - �•�Z. b [,C- .. _ I - _ ` rv. ffFECTNEDEPT �j 30 \ � I� �} 'L DLPP,1 .. CSI \ L -� O Cb 17 1 1 - O AIM 3+a w PROPOSED PARKING AREA 31 _._' .1 \\ SIGN \\ 13 12 FFFECTWE D81 32 U' I`n E; •. y - - - - - - m �i� - 9. 29 A LAND LY OF W JANET L RYAN r TyP* W D I. ��' r NOW OR FORMER , 34 3i i i �'• IN �` u3 I '�' Q oU a S.C.T.M. NO. 1000-63-03-13 I I I I I N 1 r LCB P-2 ?'.Y ' a EFFEC / co W - a DC , Co r I r , 1 ( , N05"` "W a - 3Q'50 616.57' ° 33 LAND NOW OR FORIti1ERLY OF N CHARLES W.WITZKE N S.C.T.M. NO. 1000-63-03-28.1 n LAND NOW OR FORMERLY OF PILLES REALTY HOLDING LLC I 7 PROPOSED GRADING AND DRAINAGE PLAN S.C.T.M. N°• 1°°°-63-03-12 5 N05°30'50"W 4 51.34' SCALE: 1" = 40' I 3 2 0 40 80 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date SCALE: 1" = 40' Designed u g y Date Submitted TIC 01/20/17 1 , ift� ' 1 LE , / / Drawn Byate Created j' ' 1 ' ' ! ` TC 08/23/16 Approved By Scale t: BG AS SHOWN Client _.....,_._._------.-.-........_ ............. .. - THE ENCLAVES TOTAL PROPERTY AREA = 294,202 SF(6.725 ACRES) DRAINAGE AREA HOTEL WALKWAY-5,224 SF DRAINAGE AREA RESTAURANT ROOF AREA&WALKWAY- 4,560 SF 56655 ROUTE Z5 SOUTHOLD, NY DRAINAGE REQUIRED DRAINAGE REQUIRED t Project DRAINAGE AREA HOTEL ROOF/POND-24,935 SF IMPERVIOUS AREA: 5,224 SF x 2"/12"x 1.00 = 870.66 CF505.83 CF i ROOF AREA: 3,035 SF x 2'/12"x 1.00 = DRAINAGE REQUIRED TOTAL REQUIRED = 870.66 CF IMPERVIOUS AREA: 1.525 SF x 2'/12"x 1.00 = 254.16 OF ROOF AREA: 31,335 SF x 2"/12"x 1.00 =5,222.5 OF DRAINAGE PROVIDED TOTAL REQUIRED = 759.99 CF SITE PLA N TOTAL REQUIRED = 5,222.5 CF DRAINAGE LEACHING POOLS DRAINAGE PROVIDED DRAINAGE LEACHING POOLS (2)10'DIA.x V EFFECTIVE DEPTH LCB DRAINAGE LEACHING POOLS t (2)x 68,42 CF/FT x 8 FF. 1,094.72 CF (5)12'DIA.x 12'EFFECTIVE DEPTH DLP'S = = I Project Address: _(5)x 100.9 CF/FT x 12 FT. = 6,054.0 CF TOT (2)x 68.42 CF/FT x 8 FT, 1,094.72 CF AL PROVIDED = 1,094.72 CF (2}10 OTA.x 8'EFFECTIVE DEPTH DLP - 56655 ROUTE 25 _ TOTAL PROVIDED = 1,09.72 CF SOUTHOLD TOTAL PROVIDED = 6,054.0 CF j SUFFOLK COUNTY, NEW YORK SITE LANDSCAPE AREA - 146,022 SF County Tax Map Number. Contract Number x iRegulatory Reference Number.000-G3-3-1$ DRAINAGE AREA TOTAL SITE PARKING -72,761 SF DRAINAGE AREA POOL&RECREATION AREA-40,700 SF DRAINAGE REQUIRED Title of Dltasving; DRAINAGE REQUIRED L _ DRAINAGE REQUIRED LANDSCAPED AREA: 146,022 SF x 2"/12'x 0.30 = 7,301.1 CF IMPERVIOUS AREA: 10,345 SF x 3"/12"x 1.00 = 2,586.25 CF I IMPERVIOUS AREA: 72,761 SF x 2712"x 1.00= 12,126.8 CF ROOF AREA: 3,280 SF x 3"/12"x 1.00 = 715 CF TOTAL REQUIRED 7,301.1 CF PROPOSED �®�O��� �' OTAL REQUIRED = 12,126.8 CF LANDSCAPE AREA: 27,075 SF x 3"/12"x 0.30 = 2,030.65 CF TE DRAINAGE PROVIDED TOTAL REQUIRED = 5,331.9 CF DRAINAGE RA I NAG C DRAINAGE PROVIDED DRAINAGE LEACHING POOLS c DRAINAGE LEACHING POOLS DRAINAGE PROVIDED (7'1Z DIA.x 12'EFFECTIVE DEPTH DLP (11)12'DIA.x 12'EFFECTIVE DEPTH LPDRAINAGE LEACHING POOLS =(7)x 100.9 CFIFT x 12 FT. _ 8,475.6 CF AND GRADING PLAN _(11)x 100.9 CF/FT x 12 FT. = 13,318.8 CF TOTAL PROVIDED P (5)12'DIA.x 12'EFFECTIVE DEPTH LCB 8,475.6 CF � # i =(5)x 100.9 CF/FT x 12 FT. 6,054 OF ' TOTAL PROVIDED = 13,318.8 CFw Drawing Number. TOTAL PROVIDED = 6.054 CF j `., 411, q 2 0 0 : Jdy 00% m sa ;, / t1r , KIT_ �: lq'f.h s`�� Sheet of a 4 APR 18 20 4 13 � PWGCProject Number. ----- ------I Unauthorized alteration or addition Q � to this drawing and related documents AVG 1601 Z .:_�r..�r:=;o�.•r�;-';:z�P:�>.r:. •�, � is a violation of Section 7209 L�o Of the New York State Education Law o 3 j< w � z N o _ M _ _ - TOWN HARBOR LANE UJ C1) CO _ W o o LAND NOW OR FORMERLY OF N Z VALERIE M.SCOPAZ i LAND NOW OR FORMERLY OF S.C.T.M. N0. 1000-63-03-16 ANTHONY FORGIONE LAND NOW OR FORMERLY OF z r WOOD POSTS a 0VINCENT DOLOMITE&ILEANA DOLOMITE o z WITH NETTING EXISTING 1 STORY FRAME. I� S.C.T.M. NO. 1000-63-03-17.3 z o ° S.C.T.M. NO. 1000-63-03-17.4 Q = SHED 70 BE RENOVATED AND !, • J f- n INCORPORATED INTO MAIN i m° Z STRUCTURE a' Strategic Environmental and Engineering Solutions 622.78' S07°44'40"E" 310.00' -„_� �,,�. ..a.. ►�.. - I ".,, _ -.. �- _. ' - S07°38'10"E .-. SIGN ,�ww"r`•" "t c; fir: �°" ��a�•e� �M;�.,�:": ,>';_ri -,�r��^� snr,«,me. . : .. 29` _ ovA..e.,s-y'n4.'m°a - .r..,:. ..sw:®. r.+.. �O _ ... _-_. ' t ✓s - >c .r ,••%",':.u.'F r- '"!lr ss, „ ' ' � c r..+w v..r ..+...•- r.:-a� �� _o-q-o-�-O--O . NEW PROPOSED 1I _� 1 +7''nwjy`e�.l.'9yFI>.k•Y, pµr g�"�®Ayy.7`•1y,}N ,,....-... ...+a✓ -a--;"o-.a_ chain DRIVEWAY o-o-a-a..,-a-o..a�•'�atnklri'kPPMce - _ � lt'' t4., x �isreS.0 I rd' _ _ x• , x a ..�.«. ..•".� p ...r ..».� +�^� �°-°9�T a o °- 0�._° ° °' °-°---Stockade fence c l a ^ LINE OF EXISTING well 26 ; ! iN 630 Johnson Avenue. . Suite 7 EXISTING DRIVEWAY TO BE i Bohemia NY 11716-2618 I ,'' TING(JELL �I' 29 C L I REMOVED �~`s t ((( TO REMAIN AS a , Q W ^�stockade fence °-'0'0-0"'0-O I �+ I r ' ` O o 1 ARBAGE _ - FRAME GARAGE TO %' IRRIGATION WELL I # �'~ ' • • DC REMAIN 31 ;AREA 30 , _ _RBA -- so __ s �`�� Phone: (631) 589-6353 . Fax: (631) 589-8705 ISI4E ;.. zl0 E-mail: INFO PW EROS C SER. OM F O AREA1 - - -- -!REMOVED FX 1 I i REM ;t O r . i O V' I I �Y I IN : EX ST G T0 STORY T0RY O t SIG NSTRUCTURE TO REMAIN { ) NTS I %i FF:27.5 n c b tI O' r i� %sr t 29 , I `I 28 I o 27 r i i I , 2 6 I I z '% o o \ I r , - I - J PROPOSED ROTE A , Y O K O _ iEL:. ' `,,,'FF '32. - i - - n- R POS - \'SP 0 ED ADDITION TO, 1 Lu EXISTING C Tr" i 1 I W ,= W : i ¢ <i 6 OPOSED PARKING AREA I 2 , 9 1 I -. 1 : Z Z slate I .� at 1 O \' I � I i tT, Q 1 a U : I 7 I I, h O WALKWAY , g II \ I� 1 � I i l: ^ I 4 Z Z IJ t✓� i I ^r - �s?-r�=�•,._, .I 1 SIGN Y I _ a O m ii r I IIII Ot2s ' - _ � 0mOmEXI TIN REMOVED m3 (iIie >F- it co I U A !!SCULPTUREOlatGTOBE VJ // WIWI GARDEN S GRADE EL.30.5I I Lz- Lj IiI , DRIVEWAY - wl tl z. z NEW PROPOSED DC i Z I I. Ov o t , COTTAGE 1 t" F,• i, t i AND PARKING I CHESS BOARD I _ int l ,7 POOL CABANAS w: I. F-I r 30.5 TW:30.5 s. ,r: SHED N F-' 7.25 ......- -ew:2�.2s_ .` FIs _ 0 . . 2 - CA 178.00 3 k POND 4°45' D"W I; 3' :2 I-Io 32 COTTAGE2 I 2. 26 cb , : 1 - , GRADE EL.2 F EL 32.D' w t ¢ __ �_....,.._.•..:_. 1--- ( C.2 - o SII , , .25 , vj 3 I H T ---------- - H.T. --a {{ iI( i z ¢ . . � r_ _ I I � It 111 _ a COTTAGE3 i l:: ; RIDGEIb� o I /• 11Sl g rn y I,_, t u POOL AREA li a I�I H.T! o PLAY COURTS i . I ! _ (wK0 DC o 4pwm>w I1'tI . IaUe wI ,cb p z GRADE EL.27. O H.T. I ' •/ G , I ISI J_1 _l-----_ _ ._ -----_._-- -I_�d-�- U) LAND NOW OR FORMERLY OF E 1 Z co \ m PROPOSED PARKING AREA COTTAGE 4 ; I - BW:27.20 BW:27.25 I T \1;it ` TW:3p.5 TW:30 5 RAMP— ! i - -' � - EU I IC - t �... .. -r ' I ; I NC T. NO. 000-63 003-148 LOCUST LANE N i 2a� E MAS C - WALKWAY NEW PROPOSED DRIVEWAY : ' SIGN _ LAND LY OF SO - 13 32 �Irn PROPOSED PARKING AREA 31 - -- — \ -- "'-' ` o --- C NOW OR FORMER ; 291 JANET L. RYAN I 34 S.C.T.M. N0. 1000-63-03-13 ry I I CIDf .� - t j f N05°30'50"W 616.57' rya , \ LAND NOW OR FORMERLY OF I 33 `\\ CHARLES W.WITZKE \\3 ',D N' S.C.T.M. NO. 1000-63-03-28.1 ° LAND NOW OR FORMERLY OF 7 PILLES REALTY HOLDING LLC s S.C.T.M. NO. 1000-63-03-12 5 ....: .� 4 3 N05-30-5011W 51.34' 2 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 33 Number Revision Description Revision Date Designed BY Dale Submitted TIC 01/20/17 Drawn Date Created EROSION & SEDIMENT CONTROL PLAN TC 08/23/16. Approved BY Scale SCALE: 1" = 40' BG AS SHOWN Client 0 40 80 1 1 1 1 1 1 1 1 1 I j 1 1 I THE ENCLAVES 56655 ROUTE 25 SCALE: 1" = 40' Sediment and Erosion Control Notes 1 SOUTHOLD, NY Project 1. THE PROPOSED ERCSSON CONTROL MEASURES SHOWN ON THIS PLAN SHALL BE a INSTALLED PRIOR TO THE START OF CONSTRUCTION. ADDITIONAL EROSION Proposed Notes + CONTROLS MAY BE NECESSARY, BASED UPON FIELD CONDITIONS THAT MAY DEVELOP AS CONSTRUCTION PROGRESSES AND AS MAYBE REQUIRED BY THE Protection Elements 1 SITE PLAN OWNER OR DESIGNATED OWNERS REPRESENTAT'VE. THE FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED. A. ANY EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL SHALL BE STRAW BALES EROSION CONTROL i I 1 PROTECTED AND REMAIN UNDISTURBED. B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE Project Address: Sediment and Erosion Control Grading of EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. SILT FENCE 56655 ROUTE 25 C. THE LEN'G-:, tND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO I' REDUCE RUNC'FF VELOCITIES AND QUANTITIES. , SOUTHOLD D, RJNOF= S1--L'_ BE DIVERTED AWAY FROM CLEARED SLOPES. I SUFFOLK COUNTY NEW YORK 1. ALL 1:2 & 1:3 SLOPE AREAS WILL BE PROTECTED AGAINST EROSION DURING E. SEDIMENT ShtLL BE TRAPPED ON THE SITE. �J CONSTRUCTION AND PERMANENT GROUND COVER SHALL BE SUCH THAT I I II FILTER FABRIC DROP INLET PROTECTION I ' EROSION WILL BE PREVENTED, NECESSARY MEASURES SHALL INCLUDE, BUT SPECIFIC METHCGS AND A,t.ATER ALS EMPLOYED IN THE INSTALLATION AND County Tax Map Number: Contract Number NOT BE LIMITED TO, HAY BALES, AND SILT FENCE, AND SHALL BE MAINTAINED MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE "NEW 1000-63-3-15 FOR THE DURATION OF CONSTRUCTION AS WELL AS FOLLOWING THE ReglulatoryReferenceNumber. COMPLETION OF CONSTRUCTION UNTIL SUCH TIME THAT THE PROPOSED YORK STATE ST=NC.�RC ='."JD' SPECIFICATIONS FOR EROSION AND SEDIMENT _ 5 PLANTINGS HAVE BECOME ACCLIMATED/ESTABLISHED. CONTROL, L.a.?ES- EDITION", TUcofDrawng: t 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) SHA-L. BE - INSTALLED PRIOR TO ANYGR?DING WORK ALONG THE LIMITS OF DISTURBANCE { AND SHOULD BE MAINTAINED FOR THE DURATION OF THE WORK. NO SEDIMENT LANDGRADINGAREAS SEDIMENT AN D FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPS ,TIES, WETLANDS OR ROADS. g 3. ALL DRAiNA1'E INLETS SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH EROSION CONTROL THE USE ✓F S CIDAENT BARRIERS, SEGMENT TRAPS, ETC., AS REQUIRED. 4. PROPER MAIN-PENANCE OF EROSION CONTROL STRUCTURES IS TO BE I STABILIZED CONSTRUCTION ENTRANCE PLAN PERFORMED DY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED STORMS. MAIN7EN4NCE MEASURES INCLUDE, BUT ARE NOT L',MITED T0, CLEAN'NG OF SEDIMENT BASINS OR TRAPS, CLEANING OR REPAIR OF SEDIMENT La BARRIERS, CLE'-'NTNG -ND REPAIR OF BERMS AND EVERSIONS AND CLEANING Drawing Number. W AND REPcIR OF INLET PROTECTION. 5. APPROPRI-TE ME NS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. /n(+\ DUST CONTROLC =300 3 ( vv\ Z 6. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT C y SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE `rn •"—� �" ' 'r, Uj m CONSTRUCTION ENTRANCE SHALL 6E MAINTAINED UNTIL THE SITE IS �'i�„� 5� fff� Sheet of PERMANENTLY STABILIZED, 5 13 C4 CURB DROP INLETPROTECTIONi:',�1 PpR 1 " ( ��~- •-- ,�;; a PID PWGC Project Number W a .a - - .• ��' Unauthorized alteration or addition re•,a.g. �.��'�� to this drawing and related documents AVG1601 `J is a violation of Section 7209 o of the New Yak State Education Law o ON a a -- « Emsi'84'134Y.eR"3f5 -'w.E" NS:'i#7.E�'mP48sR�"."w+„ :^. SYMBOL SYMBOL SYMBOL SAND BAG OR SYMBOL FLOW ""' - "- - I-_j I, 2"X4' WOOD FRAME T MINIMUM LENGTH ALTERNATE WEIGHT OF 2"X4" STAKE -� 2"x 4"WEIR 1.5'MAX. -� 4"VERTICAL FACE % 2"STONE rG FABRIC �\ NOT TO SCALE \`- FILTER CLOTH 2"x SPACER BEDDING DETAIL WIRE MESH 3'MIN. DRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET OF STRAW = - r14"BALE DIKE FOR SLOPES LESS THAN 25%. II IIS ° o INLETTO LLL PIPE Strategic Environmental and Engineering Solutions 6'MAXIMUM SPACINGx^r;�.4.`: lll- (- ANGLE FIRST STAKE TOWARDS ,J' f r-�` DITCH OR DIVERSION TO OF 2"X4"SPACERS PREVIOUSLY LAID BALE. S f auW. .y DIVERT SURFACE FLOW r DROP INLET BURIED FABRIC WITH GAT -PD- 1 OW � � .,uuw i111rr. �u«.. -'�,•;�,�+•�,�nt,'. y,�e. N,�'.::�j; -•�:�It�- ;.'+,'€';`,s"';%.f��a �J ,LL ' �� ' y� ' BENCH_ GRADE 2-3% FRAME 2"X 4" '. r' BOUND BALES PLACED /�- �� wuk HR AT ANCHORS- , �,. DIST.ON CONTOUR. 630 Johnson Avenue. . Suite 7 _ _ Bohemia . NY . 11716-2618 OR 2"X2RS,STEE PPI C ETS ,,,,. � 1'MIN. STONE phone: (631) 589-6353 . Fax: (631) 589-8705 II 11111111111111 I - E-mail: INFO@PWGROSSER.COM 1 1/2'TO TIN GROUND. Y I11��F ,� ,,,,rte ° ` _ - DRIVE STAKES FLUSH WITH I IIIIf1411R1 I TMIN ,Illp(II1 III •'"'<� GATHER EXCESS 3 _� 2"X 4" N ANCHORING DETAIL TOP OF BALE. �I II II II �IIIIpIG�Ia �IIf jelly e s AT CORNERS I I I I CLOTH , _ NOT RI SCALE Y 1�IIIIIIIII W` ` ^-Awl* � MESH SPACER CONSULTANTS � - I�IIII 2"x 4"WEIR 6'MIN. X 1111 11111 CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS II mIUIIIIIM�IIIur CONSTRUCTION SPECIFICATIONS X Y(MAX) 1.FALTER FABRIC SHALL HAVE AN EOS OF 40-85.BURLAP MAY 1.BALES SHALL BE PLACED AT THE TOE OF ASLOPE OR ON THE CONTOUR AND INA BE USED FOR SHORT TERM APPLICATIONS. 1.FILTER FABRIC SHALL HAVE AN EOS OF 40-85. ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2 20' 2.CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS,IF 3 30' JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 2.WOODEN FRAME SHALL BE CONSTRUCTED OF 2"x 4"CONSTRUCTION 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF(4)INCHES,AND 4 40' GRADE LUMBER. PLACED SO THE BINDINGS ARE HORIZONTAL. 3.STAKE MATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT. METAL WITH A LENGTH OF 3 FEET. 3.WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH 3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT. RE-BARS DRIVEN THROUGH THE BALE.THE FIRST STAKE IN EACH BALE SHALL 18 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED IT SHALL BE SHAPED AND SECURELY NAILED TO A 2"X 4"WEIR. BE DRIVEN TOWARD THE PREVIOUSLY LAID(BALE AT AN ANGLE TO FORCE THE WITIH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 4.THE WEIR SHALL BE SECURELY NAILED TO 2"x 4"SPACERS BALES TOGETHER.STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 5.FABRIC SHALL BE EMBEDDED 1 FOOT BELOW GROUND AND BACKFILLED. 9 INCHES LONG SPACED NO MORE THAN 6 FEET APART. 4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE IT SIHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 5.THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED PROMTLY AS NEEDED. 6.A 2"x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST BY 2"x 4"ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE OF THE FABRIC FOR OVER FLOW STABILITY. INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. MIAXIMUN DRAINAGE AREA 1 ACRE MAXIMUM DRAINAGE AREA 1 ACRE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE FILTER FABRIC U.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVA71ON SERVICE STRAW BALE NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE CURB DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIONDIKE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DETAIL NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION i NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEWYORK STATE SOIL&WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE PROTECTION t t i r j i WOVEN WIRE FENCE SYMBOL SYMBOL (14 1/2 GAUGE EXISTING - v n PAVEMENT CONSTRUCTION SPECIFICATIONS W/6"MESH 3 S•� 10'C.TO C. SPACING) 36"LENGTH FENCE EXISTING �\ FILTER -1 MOUNTABLE BERM 1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING POSTS DRIVEN 16" GROUND -� CLOTH PROFILE (OPTIONAL) CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED SEDIMENT INTO GROUND CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED. 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, T OF FILTER ' HEIGHT APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT u 16 EXISTING CONTROL PLAN AND THE"STANDARDS AND SPECIFICATIONS FOR SOIL EROSION GROUND -� AND SEDIMEN?CONTROL IN DEVELOPING AREAS". EXISTING 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED W W y W W PAVEMENT IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. PERSPECTIVE VIEW 4. AREAS TO BE FILLED SHALL BE CLEARED,GRUBBED,AND STRIPPED OF TOPSOIL TO PLAN VIEW REMOVE TREES,VEGETATION,ROOTS OR OTHER OBJECTIONABLE MATERIAL. j 36"FENCE POST ----� 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF I WOVEN WIRE FENCE(14 1/2 GAUGE _ FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL. W/6"MESH SPACING)WITH FILTER 6. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION,SLIPPAGE, 1 CLOTH 20" CONSTRUCTION SPECIFICATIONS SETTLEMENT,SUBSIDENCE OR OTHER RELATED PROBLEMS.FILL INTENDED TO FLOW _ SUPPORT BUILDINGS,STRUCTURES AND CONDUITS,ETC.SHALL BE COMPACTED UNDISTURBED GROUND 1,STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. 7 6 COMPACTEm SOIL 2.LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE 7. ALL FILL TO BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 91NCHES 5 EMBED FILTER CLOTH 16" A 30 FOOT MINIMUM LENGTH WOULD APPLY). IN THICKNESS. 4 6"IN GROUND. 3.THICKNESS-NOT LESS THAN SIX(6)INCHES. 8. EXCEPT FOR APPROVED LANDFILLS,FILL MATERIAL SHALL BE FREE OF FROZEN 3 4 Lf- PARTICLES,BRUSH,ROOTS,SOD,OR OTHER FOREIGN OR OTHER OBJECTIONABLE 2 SECTION VIEW 4.WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF h POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE 1 REV. CONSTRUCTION SPECIFICATIONS TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 ENTRANCE TO SITE. SATISFACTORY FILLS. Number Revision Descution Revision Date 5.FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING 9. FROZEN MATERIALS OR SOFT,MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OF STONE. NOT BE INCORPORATED IN FILLS. OR STAPLES.POSTS SHALL BE STEEL EITHER"T"OR"U"TYPE OR HARDWOOD.OR By Datesubmtted 10. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. TC 01/20/17 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- Drawn By Date Created r 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING IS 11. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF TC 08/23/16 , FENCE WITH TIES SPACED EVERY 24"AT TOP'AND MID SECTION. IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. DEVELOPMENT. Approved By Scale FENCE SHALL BE WOVEN WIRE,12 1/2 GAUGE,6"MESH OPENING. 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL BG AS SHOWN PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL 12. SEEPS SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN Client 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD. THE ENCLAVES LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MUST BE REMOVED IMMEDIATELY. MIRAFI 100X,STABILINKA T140N,OR APPROVED EQUIVALENT. 13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING 56655 ROUTE 25 8.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH 4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE,OR APPROVED EQUIVALENT. STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. FINISHED GRADING. I .SOUTHOLD, NY 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 14. STOCKPILES,BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND Project RAIN. SHALL BE SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION. "BULGES"DEVELOP IN THE SILT FENCE. U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE STABILIZED U.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICESILT FENCE NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIFICATIONS SITE PLA NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE EROSION CONTROL Project Address: 56655 ROUTE 25 s; S'OUTHOLD SUFFOLK COUNTY, NEW YORK County Tax Map Number. Contract Number. 1000-63-3-15 - iT I Regulatory Reference Number. - Title of Drawing: i SEDIMENT AND EROSION CONTROL y � o F DETAILS Drawing Number. IMF Sheet of o 4 }� �r ��.•� - "_.„..„, _ -'`'` PWGC Project Number. a Unauthorized alteratbn or addition w i to this drawing and related documents AVG 16 01 is a violation of Section 7269 ao of the New York State Education Law o _ IDr�av' a a "'. ';, �.- :NR :L , a ad' :%w,o ,znT'P "t , a& !R, r,, 11 rri?; & ':� s,"''B&T,4cR:lN!r,V4 x.Fn,.,sr:+.e17k: ' YYd . �,, . . ... _. .-. .-. ... I ss :1:: 1. _. I I F ;; ,:.,, ,. LA"!rJ N\i'e'11OF, Si"iG :.S i,• 1 1' _. .r. .. ' 1:C^ 1 nr+ ^f}hA L' _ :-. I :vl a>aI "t`'fl(i-r' 't-. 7 hh'' •�h:`. '=(�:7-,(;l�F,'G `.I',.'' r-4` �•4 `.:, ,-01R,f•r:i;RL l,'I." .I ^.- r :,r<<;7V ' Ir f + Cs � t V*'; ^i . `:G 3T,' FRAME I i I ,� { ," _ ,:r��c.�Lor�l I t� '! tiJ,l:._;�JLory�iTE 4 ; 1. i ,Z111Rr_;,`'AT�r.'>: i..,.....,, '.u .'N11. `• 01, 1l_i0-63^(3`-'17 4 _. +. L..+. _ _..__I_ r. , .',;)I:P(1r,.;i, ;ST�l k r'ri ` - f CUPRESSOCYPARIS- �, i : "t '` ' ' 11 ACER RUBRUM _ - - ` d C i In- { .'. . V,,`., 1 i OCTOBER GLORY (2) CORNUS FLORIDA :-CORNUS FLORIDA LEYLANDII(96) '' _ _ ,_ _,_ r` _ _ VAR.RUBRA(5) %2r..' z� - -- - - "� _ --r VAR.RUBRA 1 - ._ ._. _.. _..- . - O t - _ _ m�', � � Strategic Environmental an Eng _." � d Engineering t - , w rn ' � x,, 4 vir g Solutions - - I o . < _ _. __. _ I _.. _. - . _._ - - " ,.:�:_.;�:,.��_�".o -... "^ S is So __ ao -- _ ... ._ _._. _ - _ ,-,- _. _ _ .. - ' _ x+ P .._._-_-. (1 _ - _ - • __ ... _. _,_ _. - - - ,. .-< - .1 - . .\, ;n .. _.. _ .. e,°ar:" ."s=',""y"ryv`ss'"", "'^"."`yay' =:e?¢F.'•;�»v°,.'=.,""',tr+rtt'.•::�'-+ r`,r,.P: : , Art i' r <I • a C \\ U / � G - - � '. � IMS ,�. ;. .r ': ,� � :' ... ._- .- - , G - s_ ._ "i v �' ',a -iv .. 1 - ...._.....___.-. i.1- '.'t" '}Dt♦..1- vtF.'!�j'�'„3�" j).A. ''� >r n ..Q ��``'� 1� ICJ \ y,la - - +Y ;� .11 _ o o., r" I D -,._ �- ��� CORNUS FLQRIDA F F � \ \ �, i _, .- .. ... , 'a .. ,:•=.:,__-ay. , c+:'(` ( F'� nb'.q-t✓ ,t�q'" ,''.fib Y. 0 i, , Irn�_ - - _- i y 4� 2W IP, ( , VAR.RUBRA 2 :,' _ x l�M1 r N / ._._ .__. 1 .� - TO BE '-It - c' �_ , _ " -- I GRASSAR6ITOBE � , r , - - - - ,. , ,,: idLb^; ^^ b ¢AI,_F - RESTORED `RESTORER- i ' \ . , r ' AR d. , GRASS EA ATN' t , : .� _ • , O b 630 Johnson Ave it , .. < � rr.'Ilv,. n . 1 - Avenue. Suite 7 - , .,. - u „ , ` .,,'of ",,.<, ` � /, �• .� i-. j j *,r -� 't,. ,," cq Bohemia NY 117 6 2618 _. ,.. . ... . .-.: ii - - Phone: 1 6 - �. 705 k EY!f"' ry!. -kC'Ry 63 589 353 Fax: 631 589 8 i .. ( ) ( ) _.. "_. r I j i I a' b - Ti E-mail:- mail' NFO - GR SE OM ''I_ C P i. rr. rb I 'i '1,�. •i i �.1 -.-L+1 i'. 2;: ' i , i i' , r , , 4 , , , r„' , : r is l 1 ..� - ./, / t ii , mp .. „-< ORN S FLO IDA I ,.. 1' x; %, !: �„ t '�Y C NS LTA T E - ��: VA . O U N S EA B R UBRA 7 GRASS AR TO / , t 'i 1. Y i f w _ c'O RESTORED � •. ,", r ,., ,:. ,.., :, ':.. :' ..�..--,.._ , \...__.__ A;: /''' - - - - :;J;;i 'ni': z ¢ v' 1 _TBAC� -- is --" - < . _. r : i., %n r.. 0 l 4 -A. _ .. __ : ,. 1, �X:. -t i,, -X'��•N , 4• r:- :" 6"'� t1. 0 PP, OSE P.RK ,/.' 1 �; - c.% 1 .1 1ap I ;� __ _ I is BRUM % _ v11 , e A R RU o Iw /": > 1 ti - - a; i .' f„ 61 5 ^:i'' �i R 1 /. ,I. AER UM ii BER GLORY'. ''' r • , , . „ n •r _ _ ,.. „ „ , r, , o' i __ . _ „ 0 T B LO 2 /. . „ , . . . r i C 0 ER G RY 1 _ ,.; I'll - Iy 1. --' -- , ,:. , I Te" `!". �4"' it i,:'-;;' nl� ,.. N I� 0 l� -_ n F. - kr b I I � -. 11�1 O R BRUM AC - _1 r' 0 R _ . .. r ;-f; : CORNUS FLORIDA o OCTOBER GLO Y 2 .... . Ili ` - -- -0__�'r_p_ - I THUJA X THUJA 13 - , I i' _ --- „. _. .,, , , " - VAR.RUBRA 1 ; � I 2. k O �. nC ) - - 00 _ n R' \ bJ / a ;GRASS AREA TO B P C'' } I ::_.. ��_ Ii_.__.__._ ;" `w UNIPERUS DAVURICA' ::c, - GRASS is \ h RESTORED .o _:- I . - i PK . "__ _- d { , N EXP NSA 5 A M''• ER RUBRU I C1. I • ;. _, --- i t � _f Y `z -* OCTOBER GLORY',(1) k,,, o '.z�,. i-' \ i -- ;,,� :as: .,'', CORNUS FLORIDA; - I I q I -- _ �'�r. uJ i �_....._.__...- t / .3 r_. - .:-tir_ ,.{.:•r x>_;: .�, ,'+,-'J -: - ..1 "�' \p AND - f t' �'� _,c `r w r .-._ {:., - rte: ! _ yg - . V R I F AR UBRA 3 O ¢ f I -- 3 r r' T" 's�' r. I •.c 1. k: kl - - _ ;, I /: „ , THUJA X•.THUJA 23 - - -- : . � _ i ,� % _ //. . ._..._. I,I .', VAR.RUBRA 3 n M x - - -- r 1 _ i//i� 1 1 w " i I• 11 . ;,,. II / \ . GRASS - _. _.._------.- -- -._.._,., t� :, ,.., ... _"_.- _ I �CUPRESSOCYPARIS I r - I II? I T THUJA /////f 1. / - i GRASS _-.- \ THUJA X THUJA 2 3 THUJA ID ALI - LEYLANDII 19 OCC ENT S 8 2c o n ( ) % :: r O R T -S I GRASS A 0 BE + ...- ,�.,.-��:. .�:� -, " ;_:- it 9 , b 11 - , : ' ' r r OCCIDENTALIS- 8 �'•._..-.. ,.- , ,�. >. S 1 , y ,, r-- r O- - ----- - RESTORED \ ; _..- _<__ � r M \ I' ,_ _ , i r t ... �, - " . ,I . ., - - I , p OADMI i i THUJA OCCIDENTALIS 13 r ! : � . aa ,02.4 ( ) ;r , I I - _ Ii I .,j I - ' - - ,t ,-, 'x- -- -- - ACER RUBRUM ! o _ �;;. r, ' : .'. i , , r , Lan ca in ( B ds ,. a TO ER GL RY' 1: �.- T OC 0 �- ,b T k1" - ( Landscaping J 1 t•.. v; ., I : , -THUJA X THUJA 23 F -: .. 1. 1. II 7, O € _ )- y., a - _ I• l h r- b ._ ''I� .. .. i_ ii G' Ii _ b, 1`` 'S r ;•� ,-. \ - > '-_1;, 1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NOTED IN THE LATEST EDITION OF GRASS AREA TO BE- - \ " ! } f ,, THE AMERICAN STANDARD FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN,ANSI i n'' tom.:,� RESTORED I �' �v - - u", Z60.1. I- .*! t ' • '� i 'i_; `T r ,5ll A d' - ` ., { „ 1 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY TAKEOFF. t� r.. J F. Nf,KI^�.,„R I ' t: - -. _4m IT• �' `" I i : i <-t . '. , , .I; ;'' THUJA X THUJA(23) - -- - - _ - - m� c o � - I ./ 1 a 11e _ - I '- _ - Y Y „, ._"-.. _ ; ' IDA :. _ ,.d: .- _ :-,``.__"_.= _. _ .�_ _>.-,,,,__,!i-;w_t__.-r-�.- r_3-, }_,_. ,� .:'..: :�,. + _.�-...v,_ .. 3. CONTRACTOR SHALL STAKEOUT PLANTINGS FOR ENGINEERS AlRNUS FLOR ,, ..:___,_t,____-,...- _- rf cu z /'. < „ :,.-;_ i ' NG RS AN IDR LANDSCAPE ARCHITECT'S APPROVAL _ x. -- i' B 3 _.- - - --- -- A-(31)-0.�____, ::s_::.:, < -,_. PRIOR TO BEGINNING WORK\ VAR.RU RA - _._ . _ __ . .-.. ... _..( ) - - - - - _, _ ---- -- - - : - _- --' THUJA X THUJ p\ _ _ B 0 -- „i-1c. -- r _...�.__,:- -' = - _ ACER RUBRUM_,,.-: ... a"'` e. RS GRED T.\ - I - "! 4 BE WITHIN 5OF UNDERGROUND UTILITIES RELOCATE SAID TREES TO MIN 5,'��4� i ! i � J "� \ \, SHOULD LOCATION OF TREES-1-h, :sOCTOBER GLORY' 1 i ,),! ;DPS P- i I \ oV. ( ) FROM BALL TO UTILITIES ,. t ✓ it q , b 4 ;r-. ;. _ , i I I I i ; \ I 'd er ,i', , d ,.r"'' `l 1 - \, L NFiN,PRG-:".: ' ':";`i.,f \, - - f, R�° I ,!�j o _` - I i - I RIS !> 1 5. SHOULD LOCATION OF TREES BE WITHIN 20'OF OVERHEAD UTILITIES, RELOCATE SAID TREES TO MIN.20'TO �r - .-,. ri:=: ,,tea;: a11,(�`- i 1' - ; a f. I N -' -' CUPRESSOCYPA t " I 0 � ;; �L e, \ - 5 ?��C G' i i I.J WIRES,TREES WILL BE PLACED ON UNDISTURBED EARTH AND BACKFILL WILL CONTAIN AT LEAST 50 `� ';';^ M.'' 1 •. .-: = :._` _ i__"' - _F" �o ry_ 6 e! -'' 4 -LEYLANDII(19) PERCENT OF THE SOIL TAKEN OUT OF THE PLANTING HOLE,TO PROMOTE GROWTH IN THE SURROUNDING 2 t. C F,hf, L.A FA - - -CORNUS FLORIDA. ,:', �, u, ... ? "lad L I / 'Y 2s _\ ��`! CORNUS FLORIDA VAR RUB O SOIL, 0 3 CORNUS FLORIDA 7 , VAR.RUBRA(3) M - -- _ ._� _ .: RA 1 ' _ ' �I, / I VAR.RUBRA(1)I I i CORNUS FLORIDA'\, \ _ .m.�-_- -.. -..._a. _ . -'� .:'-: \°,-,- ', AVU 6. ALL BEDS SHALL BE MULCHED WITH 4 INCHES OF FINE SHREDDED BARK MULCH AND SHALL BE KEPT AWAY :, 6.__ I ;<'J I 1 1 1 VAR,RUBRA(2) 0 JUNIPERUS D RICA I; I ° 1� I " /L'! A \ E FROM THE IMMEDIATE BASE OFTREES AND SHRUBS, ACER RUBRUM ---- - --- _ -- -- - ;I { i I I I \ , `�� -CORNUS FL RID �� XPANSA(5) VAR,RUBRA -. -- AC RUBR M I n - -, , „ I ! I, `� i ; I .. MAINTAINEDL. I ,I ..... :......:..„�._„t,_�,___.,�„__` : ___ I_� ___�___,�.t.-. �•--r. LAN P ..J .}, _ E MAINTA N HEALTHY AND VIGOROUS GROWING CONDITION. PLANTS THAT FAIL _ _ -. - - - - - - - - --- _ __ __ __ _ '\ OCTOBER GLORY'(1} �' .A.�; SHALL BE REPLACED WITH PLANTS OF COMPARABLE SIZE AND TYPE AT THE BEGINNING OF THE NEXT ' `: 1^J f % ss";, ,°� ,\ r�� � ,,o\' F '„Its ! \ - - - - - _ r _,, :t„ ,, GROWING SEASON TO MAINTAIN PLANT DENSITIES AND SPECIES MIX,JA T -- - _ _ O ;, ----- - - c- - - 'z ._ °`0- 0� .._'�"I ._.... - - - 6 ° - �\ �n 1 0 �s C.T.M, t1C�.ItO(10 h., U.)'1 _l -, . k - .I _. , / i, \� :� is!0..,7' .I ---- -'- __ _ 8. PLANTING OF DECIDUOUS TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE 1 AND OCTOBER 15 i -- - 'OCTOBER DRY' 1 ACER RUBRUM - - o_ - % OBER GL O CUPRESSOCYPARIS -'� VAR. (3)FLORIDA ', JUNIPERUS DAVURICA /r, ~- -___. TO DECEMBER 15. PLANTING OF EVERGREEN TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE ' A R RUBRU '\ 1 AND SEPTEMBER 1 TO NOVEMBER j 'OCTOBER GLORY (1) ' 1 \ ,��n yt, LEYLANDII(69) EXPANSA(12) i t '. r`s- � , ,- r'q _',`, =.,5' FJR^.''TREY " ' ;,. 9, IF PLANTING Al SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR,TEMPORARY MULCH MUST BE { � 0 / !A.%1i; NOW(?)P PO RI``.,E1 I APPLIED UNTIL FAVORABLE WEATHER CONDITIONS PERMIT GERMINATION AND GROWTH,BUT NO MORE i :I =" rc• r iri I�j_. THAN 6MONTHSAFTERPROJECTCOMPLETION. �, �, f. N�. 'CC)1, r''„ .?3-��?.1 r!'. f?�A1.14^I �' 7 -'_J I �i.L:.T.M. i`d._J, '',yi li-, :_i::_*" zl 10. ALL PLANTING BEDS SHALL BE CULTIVATEC TO A DEPTH OF 8 INCHES AND RAKED TO REMOVE SOD CLUMPS, 7 0 i ;__--" _ _ \ _ __�, WEEDS,STONES AND OTHER FOREIGN MATERIAL EXCEEDING 2 INCHES IN DIAMETER.IMMEDIATELY AFTER I 6 - G' N05"30'5(�"VV PLANTING,WRAP DECIDUOUS TREES TRUNKS FROM BASE TO FIRST LIMB WITH 4 INCH WIDE BITUMINOUS i 5 5' IMPREGNATED,INSECT RESISTANT TAPE OR PAPER MANUFACTURED FOR THAT PURPOSE.TIE WITH JUTE AT 34' 4 II 1 TOP AND BOTTOM. THE TRUNK WRAP SHALL BE REMOVED ONE YEAR AFTER PLANTING. 1 3 1 LANDSCAPE PLAN 11. UPON COMPLETION OF LANDSCAPING WORK,ALL EXCESS SOIL,DEBRIS,ETC.SHALL BE REMOVED FROM THE 2 33 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 > `� SITE.THE SITE SHALL BE IRRIGATED. SPRINKLER HEADS AND PLUMBING FIXTURES SHALL NOT ENCROACH Number Revision Descri tion :. SCALE: 111 = 401 UPON ANY RIGHTS-OF-WAY OF THE TOWN OF SOUTHAMPTON p Revision Date Designed By Date Submitted 0 40 80 TIC 01/20/17 Drawn By Date Created I. TIC + +O `j PLANT CENTER SCALE: 11t = 40' \ ' Approved By BG scale 08/23/16 7 �( 1 crone AS SHOWN G_ �+ PLANT ROW THE ENCLAVES TYPICAL ON PRUNE 1/5 OF GROWTH& 56655 ROUTE 25 O O O SPACING AS LABEEED ON BROKEN BRANCHES BUT - -_ . PLANTING PLAN _ .._- SO THOL NY RETAIN LEADERS AND ' PL-AN-SPA094Q NATURAL FORM OF SHRUB D, PLANT SETAT ORIGINAL PLANTING QTY BOTANICAL NAME COMMON NAME SIZE SPACING 1. // Project a - . . - /` AS SHOWN GRASS SEED AS SHOWN SEED AS SHOWN DEPTH o t) do o� ; PROVIDE FULL COVER 3"DEEP SHREDDED BARK MULCH 3"MULCH WITHIN �' I; 1 . 3" AS SHOWN AS SHOWN SITE PLAN EARTH SAUCER y I 5'-5'Tall,6&B 12"MIN. /{ Cornus florida var.rubra Red Fbwer ng Dogwood PLANTING BACKFILL t j �' NOTES:. F 1_� - i 1 V REMOVE ALL PLASTIC&WIRE TABS. j HEDGE TRIMMED I 3ECT10N WHERE SHRUBS ARE PLANTED AS SHOWN Thu a occidentalis American Arborvitae T-4'Tall,B&B AS SHOWN LANDSCAPE PLAN WEED BARRIER '� DO NOT CUT BURLAP FROM SIDES IN MASS EXCAVATE ENTIRE ;% OF BALL. t ` PLANTING BED REMOVE ALL PLASTIC CORDS FROM AS SHOWN Thuja x Thuja(standishii x plicata; Arborvitae'Green GianT 5'-6'Tall,B&6 HEDGE TRIMMED ProjectAdd!ress: - TYPICAL GROUND COVER LAYOUTIflffibl. TREE BALL,IF PRESENT =` AS SHOWN 56655 ROUTE 25 113 SCALE: NTS ! k MIXTURES ROOT ROOT AS ER S51c1k AS SHOWN CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 5`•6'Tall,B&B AS SHOWN,8't o.c.. SOUTHOLD TOPSOIL MIXTURE A.A N STD. ja': 3"DEEP SHREDDED BARK MULCH BALL BALL /� + , SUFFOLK COUNTY, NEW YORK r' ` 1 ASSHOWN Juni rusdavurica'Ex ansa' Parsons Juni er ' GALLON CONTAINER County Tax Map Number. CorroactNumber L& Pe P P AS SHOWN m' UNDISTURBED EARTH F _I I 1 6 MtN. _ I RegulaforyAeferenceNumber 00063-3-15 LPLANTING BACKFILL MIXTURE 'I I t I I I I I r t _ \ AS SHOWN I Acer rubrum'October Giory' Red Maple 2 5"-3"CALIPER,B&B AS SHOWN _ jII(I p f itilt EVERGREEN TREE Title oiDrawing: _ � I Z (D r _ . I k ill -I�)I I=t I I: I I I I-I I I= AS PER AS PER o U -Ill-I I' -�I I I I 6" A.A. STB. G" < I � SOIL SAUCER,TOP W/MULCH A.A.N.STD. N m , �,t/, I LANDSCAPE PLAN 1. TYPICAL SHRUB PLANTING MIN' MIN_ �1it� SET TOP OF ROOT^aALL1'ABOVE TYPICAL LARGE SHRUB PLANTING �,cv �-- SHREDDFlNiSH ED NOTE: SCALE: NTS SHREDDED BARK MULCH AT 4'DEPTH 8 a"DEPTH OF COMPOST,INSTALL ALL TREES,SHRUBS,AND GROUND COVERS SHOWN TO AND DETAILS U SCALE: NTS AND MIX WIPLANTING BACKFILL NOTES: r FG MIXTURE APPROXIMATE SCALE AT 10 YEAR MATURE SPREAD TOTALS ARE SUBJECT TO CHANGE BASED UPON FIELD INSPECTION. FINISH GRADE(LAWN) 1.SPRAY ALL PLANTS WITH ANTI-DESSICANT. REMOVE BURLAP FROM TOP V3 CONTINUOUS CLEAN, = OF PLANTING BALL ALL TOPSOIL FOR PLANTING SHOULD HAVE A LABORATORY I IL �- SHARP,&SMOOTH 2.SHRUB SHALL HAVE SAME RELATION TO FINISH GRADE � d ` TESTED ORGANIC VALUE OF 5%MINIMUM.SOIL SHALL HAVE A 1 Q ` PREPARED PLANTING MIXTURE SHOVEL OR TROWEL AS EXISTED AT NURSERY. m w i o 2595 COMPOST PH VALUE BETWEEN 6 8.SOIL SHALL BE FREE OF ALL STONES ,", 1. SHAPED EDGE BETWEEN LAWN AND 3.IF BALLED&BURLAPPED,REMOVE TOP 1/3 OF BURLAP. 75%TOPSOIL AND ORGANIC MATTER LARGER THAN 1 112"DIAMETER.SOIL r.;'/.-\s _ ",,\ Drawing Number. ;V PH RANGE:6.7 TO 7.0 ,a' ,....-..-,., t/ :::„:,, MULCHED AREAS FOR PLANTING PITS SHALL BE AMENDED AT THE RATE OF 7 ",,;,,,F/:"` -',t'/ i+ > 1 iii ! 5 LBS.TYPE 1-ROOT GROWTH .:.; r ,C;'' 1';.-: j'' \ 1. 4.REMOVE ALL PLASTIC&WIRE TAGS CUBIC YARDS OF WELL ROTTED MANURE PER CUBIC YARDS ,. / \\ FINISH GRADE(MULCH) Lllf�liul ENHANCER PER CUBIC YARD OF f" �, r' a}- , �; \ j j �I�ir OF TOPSOIL. - j' /\/\ 5. REMOVE ALL PLASTIC CORDS FROM TREE BALL,IF I I-I I ! I_ MIXTURE ;( �? �` ���„��°1 ,t '� v � 3 \\/\\/\\ PRESENT IN GROUPINGS OF SHRUBS.EXCAVATE BALL DIA. DO NOT EXCAVATE LOWER THAN �; -11 r( `� F'- \-t t' z s /I / AND BACKFILL ENTIRE SHRUB BED AREA BALL DEPTH.IF EXCAVATED BELOW THE `•'• �%A' ,' I - (I " `_ \ \ \ w/PREPARED BACKFILL BALL DEPTH BACKFILL AND COMPACT l S " cfi r 3 x //%//\//\ TO PREVENT SETTLEMENT. rte' v `3 y i it m / /\/\ / / / / BALLDIA.x2M€N (-� ,lo� 41"r .� .Z > - \/\l\Z\\X\/\/,\X\/ 1\It "- ` \% S`' , \ F�^, .� Sheet of 04 0, rt PQ`s �`` `��,; 7 13 TYPICAL EDGING BETWEEN LAWN AND MULCHED AREAS TYPICAL TREE PLANTING "I ..,�.y,.,�r• ,. ,~-,,.' . r: SCALE: NTS SCALE: NTS f' 1 ���� •."' ^;; ..,'"-' `` PWGC ProjedNunber: a i �'' ��� lu Iii iE ti C":. 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I STONCO LIGHTING I I ;} }' ', i SILHOUETTE LUMINAIRE -11 �1�s MODEL : SSM3100LXFFS-2 - 11 TYPE IOI SHOEBOX I i 7 LIGHTING PLAN i SINGLE PHASE, 208 VOLT 4 SCALE: 1" = 40' 10 '-0: HIGH x 4" SQUARE I— J!, ALUMINIUM LIGHT POLE 112 0 40 80 SMOOTH ALUMIUM 6063-T6 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Dale ALLOY, 0.125 MIN. WALL SCALE: 1" = 40' I MAINUFACTURER: USS Designed By Date Submitted TC 01/20/17 I ! I MANUFACTURING INC. Drawn By Dale Created TC 08/23/16 I I MODEL: USS 4OA10AB-SQ Approved By Scale BG AS SHOWN N, 3MH I Client --11 --' -- — -- — — I THE ENCLAVES 2#12 THW+ 1 #12 156655 ROUTE 25 I GROUND TO FIXTURE SOUTHOLD, NY Project . . --- -- ------ _ _---- --- '--- -- --- --. _.. —_ --- -- . --- - "---- -- ----' - 2MH EXTRUDED HANDHOLE _..._ - . _ - ... -- _ -'--___.. NOTES SPLICE IN POLE IAL CABLE 6" OR 12" BEHIND EDGE OF PAVEMENT THROUGHOUT AND AT A DEPTH OF 2'-0"BELOW i 3/4" DIA SITE PLAN DHOLE -.. ., \ 1 DIRECT BUR I GALVANIZED ANCHOR BO - - FINAL GRADE / 1 28" LONG 4 EACH PER POLE SITE LIGHTING PLAN 11 - �. .._._..:=---- --=11 =--- ----'--....--- --_-- _.�:::---- -- -=�. - ----=�- -`- --- - — - 1 MH DRIVEWAYS,SIZED AS / I AST A576 (TYP.) „_ / - 2,CABLE IN PVC OR GALV. IRON ELECTRIC CONDUIT WHERE CABLES CROSSWALKS OR 1. i \ �. INDICATED AND 2'-O" BELOW FINISHED GRADE,AND AT LEAST 2'-0"BEYOND EACH WALK OR PAVEMENT EDGE. Project Address: I III is /" /f /:' \ \\, 56655 ROUTE 25 _ � \, 3, METAL HALIDE, 100 WATT FIXTURES AND POLES AS SPECIFIED, GRADE 2" i . I I i "t 2" GRADE SOUTHOLD / �/ / � \, \ \ { �.� '' ?, SUFFOLK COUNTY, NEW YORK -+ ---- I/ -f/' -- -- - - �\` --'\;- \ , — -1, ---l��_ N 3%VOLTAGE DROP AT EACH FIXTURE. I -� ' `I '8r .._' �'_ �_ OMH 4 LARGE DIAMETER CABLES ARE REQUIRED TO MAINTAIN NO MORE THAN t -.,- _.--- --.-. __ — .I - - -- i •; 4 ^ County'Tax Map Number: Contract Number. -!' ,t ,I 1 F : --I -- -' - f 1000-63-3-15 5.SPLICING OF VARIOUS SIZE CABLES SHALL BE DONE IN BASE OF POLE AND SPLICES SHALL BE WATERPROOF. I� . i • i i Regulatory Reference Number I 1 2 DIA. SCH. 40 PVC r;'. 1! '`� / i I i i I .ts I ,,I I , ' j - , !' , - "I'll I10.0 i !�: _ . _ i ELECTRICAL i ; .1 i I :� _ } Title of Drawing: r - `/ I ; 2'-6" MIN. BURY I i i :j i ° ' CONDUIT WITH TWO I -- -.5.0` I f ,:,1 _1 - ' USE 2 a - - -- - -- - --- -- - - .._... =% 1MH -" -- - -- - - I{ i ° j � (2)#10 RR - --- " L,, r I 4 COPPER SITE LIGHTING >, CONDUCTORS PLUS ij 4 6 MIN DEPTH i i ' �/ /( i - r - r _. ONE (1)#10 RR-USE o I ;� , D -- _ 1 0 _ ._. y - -=� - AND DETAILS - _, ._.� a - / __ - - L -_ .._ _ Fo I I ,\ -I- ----- -- --- - -/ _-- - 2MH l I _ . - - i- I-. _ 0 PSI CONCRETE WITH 6"x6" 0 . 1 11 , - -' - .5 ---' -_- - --- - + a WELDED WIRE FABRIC ___ --'--- ' - - - x,,._ 10/10 W - ----__- - �" \ ,% ---- i I .I - I` , REINFORCED -' '1 '- 1 '. MANUFACTURER: CO(DIVISION w 'I i - ; ; MANUFA T RER: FE I Y Drawing Number. % - - ia i 1 , 11 --_---------- 2 BEFORE - , I - OF OLDCASTLE PRECAST) j ,`i' ;'+.. ---- i , ' . _.-' _'r_.! PROVIDE SHOP DRAWINGS 1 `<< r `, f' r, - --- -- --- — - -- 3MH I CASTING BASES _ _ — -. ___------ -- c — z . - — - - --- -;.� U 5 0 0 " ---------_._... �/ i j ,,/, z.. - T . - AS '"� - __._ i` : - r T -- -~ .; 3 i <1 j- 16"W x 16"D I �`\,`w l " j It r� , # '` J a _ i;.r'�- 'iii. ',, '_r ri 5 4MH 3MH 2MH 1MH OMH 1MH 2MH 3MH 4MH 6 r�1CP 63 \ r " �Q\ 7 C:.`i Sheet of o MH = MOUNTING HEIGHT �y ` ,: PQM l,\ 1. _/_.S�l" ,_\ ,��A �, ;' ` 8 13 s 1 ��� -t. .',..:' a- \,� '�/ ""��rp,..JFI ',�?.,,, PWGCProjectNumber: °14 g 10' POLE LIGHT PHOTOMETRICS Uhisdrawzedalterationoradditon A3_5_ �__,�,,— ]i � , SCALE: 1"=10' ~I AVG1601 -t •, i' to this drawing and related documents is a violation of Section 7209 "o ,'r of the New York State Education law 0 o a a w U- Q N 0 a M _ r _ TOWN HARBOR r—PROPOSED SEWER — — — LANE HOUSE CONNECTION 06 = o = U o W- o o LAND NOW OR FORMERLY OF o z VALERIE M.SCOPAZ LAND NOW OR FORMERLY OF o f=.f S.C.T.M. NO. 1000-63-03-16 i Strategic Environmental and Engineering Solutions ANTHONY FORGIONE LAND NOW OR FORMERLY OF z >- t- WOOD POSTS VINCENT DOLOMITE&ILEANA DOLOMITE o z f) WITH NETTING EXISTINGf STORY FRAME �2 5 S.C.T.M. N0. 1000-63-03-17.3 u Z vi -a—o SHED TO BE RENOVATED AND i ■ S.C.T.M. NO. 1000-63-03-17.4 Q ! • •- f--- o INCORPORATED INTO MAIN PROPOSED 100% @, Q n`L` }J ""- NA STRUCTURE � 1ROPOSED - ® • • w aIM n:,r u ". 310.00' z EFFEc aE FORCE MAIN LEACHING POOL 622.78' I`` N S07°4446"E ____ P EXPANSION AREA '` ,� S07°38'10"E {' _-___ I(_ __ OSED VALVE I - _ R _ _ ° L o—-— G" CHAMBE 30 Johnson Avenue. . Suite PROPOSED b ° DRIVEWAY SED • • - v1 ciainlink _ s _..--- s .- s------. 4 NEW PROPO Bohemia NY 11716-2618 _°-�- _� =feF Phone: - 705 S"- -- 5----- S-- °-o-la-°-.-•-d=°-'-°- -• - o, ° s chaig link fence - s_-, LEACHING POOLS °-- - stockadefence S / l (631 589 6353 . Fax: 631) 589-8 ist adefence R __ .. - S- s well L0 ROPOSED E-mail: INFO@PWGROSSER.COM _ 5.___._ PROPOSED STP � ° " fence ° 5 TO PUMP STATION s RMS` RAGE TO D ION W ^ stockade fence ° °-0- r LINE F EXISTING ` l ,:EFFEcm�EBFrn+ � S EXISTING tSTORY / DRIVEWAY T I 11 G WELL 26 � N CONTROL \ O ARBAG e/ 29 s- FRAME GA / REMOVE \�� OREMAi BUILDING (10'X23') `} 31 AREA 30 REMAIN JJJ __ I I I_ o CONSULTANTS WELL ' TS RIMNO •, -0 \ LCB PJ !' % ;r/:' i%�'�i„ .ii%' RBA E �o_;o--u� _..._ Ir ffFECiNEDE9IH. e' "!/ U'i,' :�:.-,� i'r/ '%•; i s o R' e ROW EXISTING.TO B PROPOSED AREA t EF ECTNE DE9M �' 5 REMOVED i'• � cb -% %., CC EFFLUENT FLOW - EF FL T O �'' O ;i',/„ %,-.,• / 6 EXISTING TO 2 STORY i `i'-- Z S I O S GN 'I ✓- STRUCTURE T 0 REMAIN METER ! , r. ' FF:27.5 9 cb 'i' R RDRM :e D 2 6 �, RiM 395 .' 2 �/� F ,l�SC!' '% r E FECTrxEp®ny ;%i ...- j a7 -i 1 z r r: PROPOSED EWA ".' 2 O ;O x �H L / ''i•'.�' FROPOSEb OTE .r<i'-" LCB Pa 7 O %. I 5' / PLANT �//• 1. TREATMENT n i' ,•FF L'32.0`•' Riu zsS s s 5 ,YEFFECTrvE k'RO S DADDITION 0 E TO a. w - 0 RD' vi Y D 100 ° AN / TT1 IPF OPOSED PARKIN AREA a i% n I LL1 2 2 .0 W 9 6 EXPANSION AREA / RD z o slate 50' :i 7. 2 :/%i WALKWAY J OP ED C PR OS a RJM A.S 3 2 v.,;: j'' 5' 1 /� / ii' /i %'' RIMI r 5 o "/ /I 3 I i': 50' a N TER SERVICE `� F TrvEDEPDI WA C %' , ,riff Ec ' " Z S _. d Z : _ r-t 3 a DLP R.Z 7 ROP I l�7" sate e` I � •f. �!'%'�, EXIST NG TO BE t •i' L a I RI M 1515 Z S / 3 � f i a REMOVED OVED e'FF O — E CCT O orm 3 — aM R % 3 3 355 G E ASE TRAP PROPOSED ' ' s I SWIMMING POOL \ J f m MECHANICAL 1 ��;'• �p 3 3 3 e'EFFE•,wFO®R, ir s " I °wvwa DRAINAG@ LA /SCULPTURE 12 LCB P-0 • ?;r _ alMSos ♦ .� \ Z''' DLP RM �'-:i ap GARDEN _. alMae � Cl)� SCREEN °l` EFFK11M1 F RN"5 \ W ¢ I !%,% 1Y EFFECTIVE YffFEC NEDff H - w -----PROPOSED G PROPOSED - WATER SERVICE 1 \ \.. ,, N\ ._ DLP lSd � ., _.... DLP Bks GRADE EL.30.5' /i:,' RIM— -.. ,zeFEcrr.EBErm ..'- CONSTANT HEAD ,2 FFED LCB P6 -__' AAA is \ _ .," ,w.... �. _v. ..,.., ,.�.... .....,: � .,.: •.1 fffECTIVEDBIH ,- \\ \♦, \ ,r EPFFCTroE DFr,N wuns � W Z Z a BOX I _ � t�H.T. ..:.�.. a COTTAGE 1 I �"A m `: b o •' �. -- r; -• � a NEW PROPOSED� P -' AND PARKING '-�' 1 O U ` PROPOSED � f `X ;i )t♦ CHESSBOARD LL LL .._ "lm'�I' tilt" EQUALIZATION —FP — w--. � � • D FLOOR DRAINS i FP--F -- --_FP M e M I— P M M POOL CABANAS ffi iR P P --FP FP_ FP FP F2 M FP—--- M ^ UJ PUMP STATION _ - :.. --..,, r- T1N:30.. TW:30.5 GRATEELEV: IBt ;:'s`';;.,i.>.,'' SHED - --E�-�P—FP >�--•. — — °�f 19 :. FISHPOND N04'4S'20'7N z " O BM si.zs BW:27.26 �, i.;' 178.00' _ ` PROPOSED 32 H.T. LOOR DRAIN I°M25e r• 3 GRATE ELEV:27.2 SEWER MAIN COTTAGE2 D 26 g 5 �' GRADEE 7.5' + ROPOSED a L.2 EL:2,.25` FF,EL.32.0'Cj:.%:' /' DLP 63 cb w R-8 z a WATER SERVICE 1. ¢ .. -... �1 .-- Ir EFFLCnVEDEM % U. -;%" %'. POND OR- 4 p LL Q .T. of COTTAGE 3 j' ---RIDE SID -- ! i - :�'':•;' RIM 3625 w ?� Q ' 0 j DLP MJ �' �i i/.S�~ ., f3'EPFECTNE DIFM 4 t "fir o" t - 1r EFFECTIVE cv POOL AREA O '. SIG o ...... _ .... RD sy CL H.T. w w 0 Of \ t PLAY UR /i,.".., 10 � ' FLOOR DRAIN GRADE EL.27.5' f" : '' o C w �1 FLOOR DRAIN u].. '`,I .. 3.1 I O Si— UJ [; S H.T. _. G'RATE ELEV:27.2 \ "i 1, I, R HX2 w L°cs 0 • o BW;27.20 BW:27.25 ,..: LAND NOW OR FORMERLY OF PROPOSED PARKING AREA ? 7.2 ' °tl rEFFEcnsOtPN Z o0 zys. COTTAGE '/ _..--------- --- _ - . DLPL. DLPLSJ EU SI IC TW.30.5 RAMP— TW:30.5 RAMP —...?_=,-•.F?c"i TH !�.. iI 8\ RIM 269 R-1 ...........:... _. V 1 ,-• .•'.-••"' .,-. ..J="•'--....-,- r-•-^--.., ;... _ IZ FFFECIIVE T�• � it EFFECTIV£DE➢M N o S.C.T.M. NO 1000-63-0 4 LOCUSTLANE .- ,, N 31 LO o - GEN TDMA C&MIRELLA TOMAS "t WALKWAY Z 1 Lrn , aur-s 3 .„t 1 •\ ,E FECTME 2"1P ♦ .., V • ,s� 11 ^`V f7 1 ♦ 1 ,,,,�! D _ LCB PSDL�Wa [1 ✓5, - Olt Y>J i Y! �`*.['- \•PoMHe' ,r FIR"-Y_DF1- - c - L P� I,•'. ; ` ` ( II .-_-_ --.:. II 30 •e•ffFEc1„E,x=T� NEW PROPOSED DRIVEWAY R!M 118 I cb -.-s1 1Y FfFKTtrE0 111 ' !•'1_.^ i`�. .''T LLII SIGN 3,t - ' DLP P-1 `` , ♦ I .— f3 RZSfECNED�M 32 n PROPOSED PARKING AREA 31 �' ` 29 \ LAND NOW OR FORMERLY OF -. :e_ r, _ JANET L.RYAN 3a 3f r• ' g , _ a�,• S.C.T.M. N0. 1000-63-03-13 of ' LCB P3 I V O E I RIM 1135 I co W I oLPL55 r j� tr a RIM 3]5 CO 34 ,1 I tY ffFECTNE0ffT11 C O I mil N05°30'50"W j 616.5T LAND NOW OR FORMERLY OF `` - _ 33 % CHARLES W.WITZKE I 6 I � S.C.T.M. NO. 1000-63-03-28.1 5 N LAND NOW OR FORMERLY OF 4 PILLES REALTY HOLDING LLC 2 S.C.T.M. NO. 1000-63-03-12 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 N05°30'50W PROPOSED SITE PLAN Number Revision Description Revision Date 51.34' % SCALE: 1" — 40' Designed By TC Date Submitted 01/20/17 Drawn By Date Created 0 40 80 Approved 8y TC scalp 08/23/16 BG AS SHOWN SCALE: 1" = 40' Client THE ENCLAVES U&M 56655 ROUTE 25 - SOUTHOLD, NY Project ALLOWABLE SANITARY DENSITY FLOW STP DESIGN FLOW 6.725 ACRES X 600 GPD/ACRE=4,035 GPD PROPOSED RESTAURANT DESIGN FLOW OVERALL SITE PLAN PROPOSED SANITARY DENSITY FLOW 74 SEATS X 30 GPDISEAT=2,220 GPD 74 SEAT RESTAURANT X 10 GPD/SEAT=740 GPD PROPOSED 44 UNIT HOTEL SANITARY LAYOUT t 44 UNIT HOTEL X 100 GPD/UNIT =6,600 GPD Project Address: TOTAL SANITARY FLOW =7,340 GPD 150 GPD/UNIT X 44 UNITS=6,600 GPD 56655 ROUTE 25 SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT STP HAS SOUTHOLD (STP) STP DESIGN FLOW=8,800 GPD SUFFOLK COUNTY NEW YORK BEEN PROVIDED. PROPOSED RESTAURANT-GREASE TRAP SIZING STP LEACHING POOL DESIGN CoDntyTaaMapNumbe um r. 1000-63-3-15 REQUIRED: 8,800 GPD 15 GPDISF=1,760 SF Regulatory Reference Number: PROPOSED 74 SEAT RESTAURANT Title ofDr*ng: PROVIDED: NEW LEACHING POOLS KITCHEN FLOW=20 GPD/SEAT X 74 SEATS=11,480 GPD 10'DIA.LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) 31.4 SFNERTICAL LINEAR FOOT X 15.0 VERTICAL FEET=471 SF 4,8 SFX 4 POOLS= 1,7 SF PROVIDED PROPOSED SITE GREASE TRAP DESIGN 1,884 SF PROVIDED>1,760 SF REQUIRED REQUIRED: 1,480 GPD X 1 DAY=1,480 GIPD PROVIDED: (1)10'DIA,x 5'LIQUID DEPTH GREASE TRAP(2,500 GAL) LAYOUT AND UTILITIES PLAN 71, ,9 Drawing Number: I�(03h 0 0 / O '` �s5', J?` //•• .. t Sheet of o a. ¢o op PWGC Project Number: ui Unauthonzedalterationoraddition z - `aa to thisdrawing and retaled documents AVG 1601 is a violat on of Section 7209 o Of the New York State Education Law 3 0 a a x. AMERICAN MADE C.I.FRAME WITH SLOTTED COVER OR C.I.FRAME WITH SOLID _ O.D.PLUS Z MAX COVER BY NEENAH, (SEE NOTE BELOW) CAMBELL OR APPROVED i4 !7�1'� % EQUAL t i FINISH LAYER MATERIAL RIM ELEV. PAVEMENT CURB LINE -- ADJUST TO FINISHED g GRADE GRADE WITH BRICK FRAME&GRATE ALLOW 4"MIN,FOR Strategic Environmental and Engineering Solutions ' FINISH GRADE V MINIMUM,4'MAXIMUM SIZE OPENING FOR ADJUSTING OF SOILS IN EXCESS OF 9"BELOW , ,,;x%;o r.V.:! ";"'i:"':`-,.;: r.�s^••ewn+vsvmar;,t:...,-„�.<,as,:`�.'�`y' "m7`:;;� :r:.Te _—- CASTING CASTING PAVEMENT SUBGRADE -- • % . � ->`•: 12'DIA.PIPE AT 1.0/MIN, �� °`'k �� N:•r ";' 90 o AASHTO •tib. COMPACTED TO / MATERIA AS PER DESIGN) � T- - i 99 ...� a•% LIMIT OF WORK DOWNSPOUT I 'I�I © 1= _ ._.. - ':;Eau�t3is,;i�u.k.;�'4xu;WNN�"�d>ai.� ^'fir'.sr•.-, ,.tlRc�`::.tx_e`u?'.;^�•%"�'•, .�•_ SLAB COVER GRADE CLASS IV RCP PIPE I DRAINAGE RINGS WRAPPED 1 BY SITE CONTRACTOR p L� I I 3'-0" WITH GEOTEXTILE FABRIC 3 -... o e O.D. -' CAST IRON CLEANOUT WITH BRASS FERRULE `- MIN MIN SUPAC4NPOR ► _ _ T — 6 0 Johnson Avenue. . Suite 7 C I� [ ® � #30 ASPHALT Bohemia . NY . 11716-2618 I BACKFILL ABOVE SPRINGLINE T (CAST IRON PIPE PAINTED TO COLOR APPROVED EQUAL 8"MIN. = — ROOFING FELT 1' BE PLACED IN 12"LIFTS SPECIFIED BY ARCHITECT.) © L- 1 PAST GRAVEL Phone: (631) 589-6353 . Fax: (631) 589-8705 �. T-O'MIN. AS RING DESIGTH N IES �-� t .. COLLAR E-mail: INFO PWGROSSER.COM FIRST FLOOR AS PER DESIGN 6" ` PRE-SHAPED FOUNDATION OR 18' �� t" w BACKFILL UNDER AND O Cl TYP iREINFORCED PRINGLINE I FLAT FOUNDATION WITH GRADE _ AROUND DRYWELL W 10 I TE PRECAST _. CONSULTANTS D - BACKFILL TAMPED INTO PIPE !• r� - GRANULAR MATERIAL TH CONCRETE PVC SDR18 PIPE FITTINGS SIZE TO BE I RINGS GS _ _... CONTAINING NG LESS THAN HAUNCHES AT CONTRACTORS COORDINATED WITH DOWNSPOUT j LEACHING RING " E -- J DISCRETION I . . . . 15%FINEISAND,SILT,&N FERNCO SERIES 105G COUPLING FOR CAST I © I ® (I "" '" CLAY. (SILT&CLAY IRON TO PVC PIPE �� L� FRACTION NOT TO00, O l D C EXCEED 5%) 4 O BEDDING(CLASS I,II,OR III) 4'-,y ' WHERE UNSUITABLE MATERIAL TYP. 12" BACKFILL PLACED ALTERNATELY IS ENCOUNTERED DURING TO DRAINAGE SYSTEM TYPICAL U U DRAINAGE RING (: EXCAVATION OF PIPE I o .10":-"- GRAVEL COLLAR 3'-0' IN 6"LIFTS ON BOTH SIDES OF TRENCHES. _5.0• PVC(DR 18)@ 1.0/o MIN. I g" 3' 0"MIN.TO MIN.ALL AROUND PIPE UP TO SPRINGLINE GROUNDWATER ---.- p ' LEACHING RING � 1 3 ELEVATION GROUNDWATER BACKFILL UNDER AND L NOTE: AROUND DRYWELL WITH �. NOTE 1. CONTRACTOR SHALL COORDINATE DOWNSPOUT SIZE WITH ARCHITECTURAL PLANS. ' 12'0"¢i I GRANULAR MATERIAL 1- IF DEPTH OF TRENCH EQUALS OR EXCEEDS 5'-0',THE CONTRACTOR MUST PROVIDE 1\ SIX(6)FOOT MIN. CONTAINING LESS THAN AND BRACING.AS AN ALTERNATIVE,THE TRENCH WALLS MUST BE CUT BACK TO �.- PENETRATION INTO 12' : CLAY. FINE SAND,SILT,& SHEETING ACCEPTABLE LEACHING CLAY. (SILT&CLAY A 1:1 SLOPE,OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL,WHICHEVER IS MORE ROOF DRAIN DOWNSPOUT �, . , MATERIAL. IF SAIDFRACTION SHALLOW. SCALE: NTS CONDITION CANNOT BE 12'-0"DIA. EXCEED 5%) T TO Y 2- CLASS I,11,III OR IV COMPACTED BACKFILL MATERIAL IN ALL PIPE ZONES,PER USCS ACHIEVED WITHIN THE UNIFIED SOIL CLASSIFICATION SYSTEM) NOTE: FIRST SIX(6)FEET BELOW NOTE: 3- SAWCUT 2'BEYOND TRENCH FOR PAVEMENT RESTORATION WHERE REQUIRED. THE BOTTOM OF THE LAST PRECAST CONCRETE Y 1. ALL DRAINAGE LEACHING POOLS TO HAVE 10 FT.EFFECTIVE DEPTH. LEACHING RING,CONTINUE 1. ALL LEACHING CATCH BASINS TO HAVE 10 FT.EFFECTIVE DEPTH. FOOTING WITH THE EXCAVATION OF PIPE TRENCH DETAIL DRAINAGE LEACHING POOL THE SIX(6)FOOT MIN. DRAINAGE - LEACHING CATCH BASIN SCALE: NTS CIRCULAR WICK,UNTIL SCALE: NTS APPROVED PENNETRATION SCALE: NTSIS ACHFfyFn v: (1 NYLOPLAST 24" DRAIN BASIN: 2824AG I CAST IRON CURB INLET TRAFFIC Q®INTEGRATED DUCTILE IRON FRAME&GRATE TO BEARING BICYCLE SAFE(BY 'CAMPBELL') MATCH BASIN O.D. \ ALLOW 4'FOR FINAL 18'MIN WIDTH GUIDELINE ADJUSTMENT OF FRAME i MINIMUM PIPE BURIAL 8'MIN THICKNESS GUIDELINE $" o 8" ®VARIABLE INVERT HEIGHTS DEPTH PER PIPE ER AVAILABLE PPLANS/TAKOROF(ACCORDING TO RECOMMENDATION NDATION (E ADAPTER TRAFFIC LOADS CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE ANGLES PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED ' #4 BARS IN TOP SLAB(4"O.C.) // ( VARIABLE o•-360• TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS.TRAFFIC ° ACCORDINGTO LOADING,&OTHER APPLICABLE DESIGN FACTORS a • �% PLANS : 18"MIN. GROUT AROUND ENTIRE PIPE I DRAINAGE PIPE + SEWER MAIN OR I (S VARABLE SUMP DEPTH CORRUGATED HDPE DRAIN PIPE HOUSE CONNECTION ' OR APPROVED EQUAL ) ACCORDING TO PLANS(6'MIN) OPENING 18"MIN. (A)VARIOUS TYPES OF INLET&OUTLET ADAPTERS 4'MIN 6' )0.5%MIN. 4 0" I AVAILABLE: 4'-24'FOR CORRUGATED HDPE (ADS N-12•ADS SINGLE WALL,HAN COR DUAL WALL), I f SDR 35,SCH 40 DWV,CORRUGATED&RIBBED PVC POLYPROPYLENE COATED%" I STEEL RUNGS @ 12"Q.C. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER WATERTIGHT JOINT GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1 f (CORRUGATED HDPE SHOWN) MATERIAL AS DEFINED IN ASTM D2321. BEDDING&BACKFILL FOR PIPE INVERT ©-GRATESISOLIDCOVER SHALL BEDUCTILE IRON PER ASTM A536GRADE 705P05, SURFACE DRAINAGE INLETS SHALL BE PLACED&COMPACTED 7 x. V-6"SQ. OPENING FILLED ®-FRA MPS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7oso os UNIFORMLY I N ACCORDANCE WITH ASTM D2321. • I • Q-DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. 6 WITH GRAVEL I RISERS ARE NEEDED FOR BASINS OVER 84'DUE TO SHIPPING RESTRICTIONS 9 3'-0" ( `' SEE DRAWING NO 7001-110-065 5 l _ _ FOR HANCOR DUAL &SDR 35 PVC ASTM D3212 4 _ DRAINAGE CONNECTION STUB JOINT (D ADAPTERS CAN BE MOUNTED ON ANY ANGLEO•TO 360' TO ERMINE MINIMUM FOR CORRUGATED HDPE ADS& ,. DET � e a`�i•,u.,'^ 8. ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-013, - I 2 'E 6" '...�C§C✓j�`,.,,\_ _ - GRATEOPTIONS LOADRATING PART# DRAWING# THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS,THE RECEIPT OR 3130 VERONA AVE 1 REV.T044 ROOMS-UPDATE UTILITIES 04/11/2017 n. PEDESTRIAN MEETS H-10 2499CGP 7001-110.216 POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER,OR LICENSE THE USE OF THE DESIGN OR TECHNICAL BUFORD.GA 30516 STANDARD MEETS H-2o 249scOs 7001-110-217 INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HERE�N OR 7�7 r��rt Pf#N 17701932.2443 Number Revision Description Revision Date - j ,ocv;o •;,c? oioJ�C ` "' 1\y���ca.7l v 1 '_- UNDISTURBED SUBGRADE ' SOLID COVER MEETS F420 2499CGC 7001-110218 MANUFACTURE OF ANY ARTICLE HEREFROM.FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN,II IXCEPT BY SPEC'FIC FAX(T70)932-2410 --1'8" — —1'-6" 1'8" 1 4.4" -. $" DOME WA 2499CGD 7001-110.219 WRITTEN PERMISSION FROM NYLOPLAST. wwar n)1008u•us.00m ?. DROP IN GRATE I IGHTDUTY 2401 DI 7001-110-075 TITLE Designed By r� Date Submitted 241N DRAIN BASIN QUICK SPEC INSTALLA TIGN DETAIL TIC 01/20/17 SIDE VIEW TOP VIEW DWG W. 7001.110.192 REV B Drawn By Date Created DRAINAGE - CATCH BASIN DRAINAGE / SEWER CROSSING DETAIL Tc 08/23/16 SCALE: NTS SCALE: NTS Approved By Scale CATCH BASIN DETAIL BG AS SHOWN Client SCALE:NOT TO SCALE THE ENCLAVES 56655 ROUTE 25 SOUTHOLD, NY `. Project NOTE: WATERPROOF INTERIOR FACE OF SITE PLAN A SOIL BORING IS RECOMMENDED TO EVALUATE THE CURRENT ELEVATION OF CONCRETE RETAINING WALL WITH DRI-SEAL (OR APPROVED EQUAL)SILICONE EXTERIOR GROUNDWATER AT THE SITE. THESE GRADING, DRAINAGE AND SEDIMENT AND EROSION 1E COLORLESS WATERPROOFING(5%). CONTROL DESIGNS (PWGC DESIGN SHEETS C-100, C-200, C-300) ARE BASE ON THE SOIL TOP OF WALL ELEV.30.5' BORING PERFORMED BY SOIL MECHANICS DRILLING, LLC., DATED NOVEMBER 11,1986 SHOWN AS BORING NUMBER B-13. Project Addre9s: GROUNDWATER CONDITIONS AND/OR LEVELS MAY HAVE FLUCTUATED SINCE THAT TIME. 56655 ROUTE 25 12"THICK POURED /\\ DESIGN CHANGES WITH RESPECT TO THESE GRADING, DRAINAGE, AND SEDIMENT AND I SOUTHOLD CONCRETE WALL \� 3.25'REVEAL EROSION CONTROL PLANS, MAY BE NECESSARY BASED ON CURRENT GROUNDWATER SUFFOLK COUNTY, NEW YORK ' 4,000 PSI \ ' CONDITIONS. CONTRACTOR TO VERIFY CURRENT GROUNDWATER CONDITIONS, AND HAVE ALLOWANCES County Tax Map Number: Contract Number. No.4 BARS 12"O.C. 1000-63-3-15 - BQTroMOFWALL MADE AVAILABLE FOR DESIGN AND CONSTRUCTION CHANGES. Regulatory Reference Nolnter 3'MIN COVERAGE ELEV.27-25 FF No.4 BARS 12"O.C.ALONG EARTH SIDE //\//\//� NOTE: TitieotDrawing: FOOTING CONSTRUCTED ON F R 4 4'-0" 2 TON/SQ.FT.UNDISTURBED BEARING 2"x 2"KEY SOIL,OR PROPERLY COMPACTED SITE No. BARS 18"O.C.6'-O"LONG 1»6 ENGINEERED FILL CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. DETAILS o P=.a 7 No.4 BARS 18"O.C. �y 6, I 1 Drawing Number. CONCRETE RETAINING WALL r".:`. N..�,f-rte•�„Lt" '�.. ��r,.;,� d:� SCALE: NTS 1 1�. ;. 0 0 LLl i :;�,: Sheet of 91 12 13 i�-y=E f PWGC Project Number } �' Unauthorized alteration or addition zC ,Y v° to this drawing and related documents AVG 1601 LL a 0. ✓ is a violation of Secbon 7209 of the New York State Education LawININIM mill,ii,won.011.111111111 3 0 a a ... �m ...- r '... .,u'..:i: 79 -". ._' 14.'F'✓�'-��a"�' ,.�1.+M1K, ?i ('7T.8. _ 0"(N.T.S.) N.Y.S.D.O.T. I-- "DIA. 314" SIGN No.R1-1C CAPPED WITH CONCRETE - - - -- -'- - -- ; �_____-_ RESERVED } PARKING 30' 10", ST P I 3"GALVANIZED(WEATHER TYPICAL TRAFFIC � � ; PROOF)STEEL MOUNTING ` CONTROL SIGN J ;- COMPLY WICHANNEL TH N Y S D!0 TNG TO 3'0" NEWBLUE HANDICAP REQUIREMENTS(SEE NOTE 1) P i SYMBOL 6" 2"SQ.POST O T-0"MIN, POST PUNCHED FULL LENGTH 6"DIA.HEAVY DUTY PIPE FILLED WITH 3/8"DIA.HOLES 1"O.C. WITH CONCRETE&PAINTED 20 Strategic Environmental and Engineering Solutions O T-0"MIN. z YELLOW 1 1 1 O FINISHED 2 FLOOR rw O 18'MIN.FROM EDGE OF 1/2"PRE MOLDED BITUMINOUS 630 Johnson Avenue. . Suite 7 ' 42" 27"DIA 15° O _.._...- PAVEMRNT TO SIGN ' JOINT FILLER Bohemia . NY . 11 716-2618 4"BELOW FINISHED�- „ . GRADE o s" PAVEMENT ;;N • I Phone: (631) 589-6353 . Fax: (631) 589-8705 .� 3'=0" CONCRETE E-mail: INFO PWGROSSER.CO o @ M 2112"SQ.SLEEVE � ':;..:.::,.>�>,.;,�.�;;; ,>.:>., REPAIR OR REPLACE SURFACE- ;�"```-`�%;:' ` �- � FOOTING I :»:::X, k _ i 4,000 PSI 10' 10' - 8' CONSULTANTS CONCRETE FOUNDATION o 36' IN KIND -',;/'' " ''` ' " �?''' @ 28 DAYS � 4,000 PSI @ 28 DAYS '0' 42" ;`•;�?'�"<`.' ,. .'�. ,..: .,,,,`\,; .. SO. 2112" 7. DIRECT EMBEDMENT AS PER O _ -. _ - .. ._..._-_.- _..._ - N Y S D.O.T.REQUIREMENTS _..-_.. .. ETAI L !, 3" PARKING STRIPING D y SCALE NTS - - -- 6' 6" 6. - -- ( - . i � BLUE PAINT � SQ. � . I VARIES ' j SEE PLAN HANDICAP SYMBOL TYPICAL TRAFFIC CONTROL SIGN DETAIL STOP SIGN DETAIL BOLLARD DETAIL C' SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS cuR6 Qt CONCRETE WALKWAY PAVEMENT SAWCUT EDGE OF EXISTING SIDEWALK TO 24"(TYP) Y" 9W pi SUB-BASE FILL WITH 1/2'PREFORMED PAVEMENT RAMP VARIES SIDEWALK r A 0- Y4'LIP %'WIDE FULL DEPTH CONTINUOUS A BITUMINOUS MATERIAL r EXPANSION JOINT BETWEEN CURB A 6" FACE OF CURB 24"(TYP) :. �.. &CONCRETE PAVEMENT(TYP AT 4• Yz"EXP. T. ALL EDGES OF RAMP) SECTION A-A FG 5" 12 1 112" CONCRETE PAVEMENT ;" 01 SIDEWALK ¢ w :i.: •.:, -... .-... <ba :w ..=€ "ti SIDEWALK VARIES WIDTH OF VARIES ( SIDEWALK •. �\ 4'MAX. RAMP 4'MAX. " v _ -�_! DETECTABLE WARNING 1 "' ;' - . ::'la•� ":.,yr:: .#;=.;i';c�=,; r;•:'. 4'MIN. 6X6-W3XW3 WWF STRIP(1 FT.x 1 FT TILES) ) � VARIES _ EXPANSION JOINTrrprc; yp TYP CONTRACTION JOINT 12 1 1 _12 6" I I—(I I=" COMPACTED AGGREGATE BASE Mq ( ) EVERY 4' EVERY 20' '.' SEE PLAN %"EXP.JT, Yz'EXP.JT. \C� -• -RAMP COURSE RUN PLAN a k" NOTE: SECTION B-B SECTION eAN COMPACTED SUBGRADE LANDING-I 1: DETAIL"A" >}. n{ z s >x Y �� 6'x 6"W2.9 DETAIL'B" STRIPING WIDTH TO CONCRETE TO BE 4,000 PSI @ 28 DAYS CONCRETE TO BE 4,000 PSI @ 28 DAYS 5���• - --WHITE PAINTED MARKING < I 1 MAX x W2.9 W.W.F. MATCH WIDTH OF 3;.f.r,..~ five ,•�. ,m.�,.,•.r ; ; I CONCRETE WALK AST-IN-PLACE CONCRETE W! BROOM FINISH A LANDING COMPACTED 1 5"POURED CONCRETE )a EJ CONCRETE WALKWAY SUBGRADE --------- - Q PAVEMENT(SEE PLAN FOR PSN K w A= JOINT SPACING) CONCRETE TO BE 4,000 PSI @ 28 DAYS SECTION A-A � f a A TRANSITION FLARE-WALKWAY NOTES: TE TO BE 00 PS @ 8 DAYS CONCRETE 4 0 I 2 ta: i 6'MIN. F✓ PAVEMENT OR LAWN AREA,SEE 1/4"RADIUS A 1. THE MINIMUM WIDTH OF A SIDE CURB RAMP SHALL BE FIVE FEET g = PLAN FOR SPECIFIC CONDITION. 114" A -- 2. THERE SHALL BE A LANDING AT THE TOP OF EACH CURB RAMP AND SHALL HAVE MINIMUM CLEAR DIMENSIONS 1• � I l 112" ' _�✓• c'r c of A 48"BY 48'SQUARE. f 1 12'1 MAX.SLOPE 121 MAX SLOPE -�- CURB RAMP �,//% B'33°� 8,33% 112"WIDE FULL DEPTH 3. THE MAXIMUM RUNNING GRADE OF ANY PORTION OF ANY CURB RAMP SHALL BE 1:12(8.3°k). 1 I EJ �" -, EJ `- 4. THE LENGTH OF THE FLARED SIDES SHALL BE AT LEAST TEN 10 TIMES THE CURB HEIGHT,MEASURED CONTINUOUS EXPANSION ( ) _ ALONG THE CURB LINE. JOINT BETWEEN CURB& Q �' 24"(TYP} / CONCRETE PAVEMENT(TYP AT 5. THE SURFACE OF ALL CURB RAMPS SHALL BE STABLE,FIRM AND SLIP RESISTANT. PROVIDE A COARSE P\ V = BROOM FINISH RUNNING PERPENDICULAR TO THE SLOPE OF CONCRETE RAMP SURFACES,EXCLUSIVE OF ci ALL EDGES OF RAMP) 6'MIN.TRANSITION DETECTABLE WARNING FIELDS. i CROSSWALK D L TRANSITION CURB i, DETECTABLE WARNING STRIP CURB TYPICAL BOTH SIDES (TYP BOTH 6. RAMP TRANSITION BETWEEN WALKS,GUTTERS,OR STREET SHALL BE FLUSH AND FREE OF ABRUPT -----`--- ', - - ----' - SCALE: NTS DETAIL TAIL SIDES) VERTICAL CHANGES�"MAX.) f ( I • d FLUSH INTEGRAL CURB WIYz" ; _ •_ .` ': :•''., .". .: :l r': ;. .�� LIP JOINT SEALER PLAN VIEW PLAN DETECTABLE WARNING STRIP 1/2"PREMOULDED 7 DETAIL A EXPANSION MATERIAL DETAIL B 6 CONTRACTION JOINT EXPANSION JOINT 6' -+j 5 SIDEWALK RAMP DETAIL SIDEWALK RAMP DETAIL SIDEWALK RAMP DETAIL SIDEWALK DETAIL FINISHED --`: 3" ' I 4 SCALE: NTS SCALE: NTS SCALE: NTS I~ 3 = SCALE: NTS GRADES �`1" 5" �! I 2 -PROPOSED 1 2. 3' REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 j PAVEMENT Number Revision Description Revision Date - 18" Designed By Date Submitted TC 01/20/171 Drawn By Date Created #5 BAR = (coNrlNuouS) TC 08/23/16 Approved By Scale R=1' BG AS SHOWN Client _ __ THE ENCLAVES DOME TOP j_--s - ; 56655 ROUTE 25 TERMINAL POST 2.875" BLACK VINYL PRIVACY SLATS O.D PIPE SOUTHOLD, NY LINE POST 2.875"O.D.PIPE TOP RAIL THROUGHOUT TOP,DIAGONAL, AND 1.66' O.D, CONCRETE To BE 4,000 PSI @ 28 DAYS 1.66"O.D.PIPE LINE POST TIE 12"O.C.8 BOTTOM RAIL 1.66"O.D.PIPE Project GAGE ALUM.(TYP.) CHAIN LINK FABRIC BRACE RAIL CHAIN LINK FABRIC RAIL TIE 18"O.C. TENSION BAR li 2:X6'GA,TYPE 1 ALUM.COATED BLACK VINYL 2:X6'GA.TYPE, MOUNTABLE CURB DETAIL PRIVACY SLATS ALUM.COATED SCALE: NTS SITE PLAN TENSION BAND 12"O,C, 1.66" O.D.BRACE RAIL ,�' , BRACE BAND LINE POST LOOP TOP —2'ASPHALT CONCRETE TOP COURSE TYPE 1 A-ITEM 706 `f;i',Y,`; ?•. >a:>;`: PROVIDE JOINT SEALANT '.' 8'-0" — 4'ASPHALT CONCRETE BINDER COURSE Project Address: R=1-1/2" i Z' TYPE 16-ITEM 51 FX(2 LIFTS) FINISHED I�— 6' �j 56'655 ROUTE 25 � i Y VARIES k � Si» 8'-0" t / GRADE -�.� C 3' 6"STABILIZED SOIL AGGREGATE SUBBASE SOUTHOLD l x r i COURSE RCA -ITEM 4S r' H XI TPROPOSED I 6 , NEW YORK 1-1/2"TOP COURSE PAVEMENT MATCH E SING z" SUFFOLK COUNTY 2-1/2'BINDER COURSE - 1' 3'-0"MIN. -- — County Tax Map Number. Contract Number. r- < ' ;, ��_ 1000-63-3-15 _k" �. (;'' '%` ,%' '':;; 6'COMPACTED RCA 6" �:�;.�;,.; •>. ;y�.`•;, 18• Regulatory Reference Number 318" 9.5 MM DIA. I t DOUBLE GATE TRUSS ROD 212 "CLEARANCE 3'-0'MIN. SECURED BY CHAIN \' ':> \;�. COMPACTED SUB-GRADE #5 gqR Title ofDrawin J AND PAD LOCK / 'i COMPACTED SUBGRADE;,:, �, (CONTINUOUS) BOTTOM SELVAGE E\ ,'�, t TRUSS ROD TIGHTENER WITH i TENSION WIRE L EXISTING PAVEMENT AND SUB-BASE I TO REMAIN I BRACE BAND 10'-0"MAX. j 7 GA,.TIE TO POST IFFY .., POURED CONC. NP _ DETAILS 10'-0"MAX. _ I FOO-TING(TYP.) Q TYP. t----8' ------� co a CONCRETE TO BE 4,000 PSI @ 28 DAYS � CURB DETAIL CHAIN LINK FENCE DETAIL CHAIN LINK GATE DETAIL PAVEMENT PATCH DETAIL _NT •_-1 ' TYPICAL ASPHALT PAVING DETAIL SCALE: S �;, y'1,l-- Drawing Number, rye SCALE: NTS SCALE: NTSY, , -� + \` SCALE: NTS SCALE: NTS7 Ik m' � Sheet of Q m 13P, 13 13 Q IN PWGC Project Number < di Shy Unauthorized alteration or addition a AVG 1601 4, to this drawing and related documents J is a violation of Section 7209 LL o of the New York State Education Law o _.... _....... ..__.............: AAF , t E I ANDREW Ve r 11 T5 AIRS GIAMBE LV X F & ASSOCIATES t E ®ARCHITECTS I F1 f 62 Elm Street L TOR f ' Huntington, NY 11743 F LAY { (26'-5" x 25'-100) Telephone: 631.367.0050 Fax: 631.367.6636 I.T. RM. 14'-6" x 13'-0" \ GiambertoneArchitects.com T`� F.............. ........ ......... ... .. ...................................................._..._..................................................... . .......... Y A E I The Enclaves E 56655 Route 25 t Southold New York �/ E I ¥ r 16-003 MECHANICALRM. _.:...__..,,..._........,.._.._,,........_...... ...._............._.__.........._........._ 10-11-2016 Issued for Permit _ . ..............................................................._.... .._._.._..__...... ............ ....... ................. ................_.........._..._......: 01-30-2017 Issued for ZBA&Planning Dept. X 04-13-2017 Rev'd. &Issued for ZBA&Planning Dept. :..............._................... .................._...................._............................................................ ..-.,....._... ......................... f ......... ................................................_._..........._.......................................... . ......_.. . ............. _ .. .......................... ... 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(AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA- THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS f OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS.m Plotted: Tuesday,April 11,2017-11:58am By: eesto File: L:\AVGA Current Jobs\Enclaves 16-003\Working Drawings\A2-1-draftdwg Lower Level Plan .................... IS � 4 p•t. II ! i' ` C%_I.�::: As Noted t e.f.s. -P --- Hotel Lower Level Floor Plan 4 Fr SCALE:3/32"= 1'-0" I A201 € I 1 -103 14" ' I14-I I" O O O 0000 ^ ® ® ® 0 �O ,.. ED ® ® ® ® oo ® 4,11 1114 ❑ \ ❑ \ /cc 10 ❑ ❑ \ ❑ ❑ \ / ° ❑ \ ❑ F 4 / r s cc 30 ❑ ❑ ❑ ❑ ;4.11 ❑ 0 ANDREW V. ❑ ❑ ❑ 11 MAIN HALL � STAIRS GIAMBERTONE 51_il�/4" b 1_Orj/�11 51_il�/411 I \ t ---- --- & ASSOCIATES r M ICE AREA ❑ ❑ ❑ ❑ ❑ ° ❑, ❑ ° T� *ARCHITECTS AN u WOMEN5 MAIDS LINENS 62 Elm Street ,� ® ® o POOL BATH Humin on NY 11 ® ® ® ® ® T gt 743 ® ` ® �- ® ® I ® ® ® ® Telephone: 631.367.0050 Fax: 631.367.6636 11'_GY211 INTI �l�/ \ i t a o ID a a : RECEPTION I FOOD PREP, GlambertoneArchltects.com 0040 000j�_ 000 W T 00 040 1000 0 / I : I . f ; I I 0 MEN'S POOL 1 I I 0 \ / W-TOI I . Q Q WAITING The Enclaves AREA 0 i I I � 1 - _ — 2b1_"f3/81� 4'-b3/4115�-5�8° ,•-._ 56655 Route 25 I . I . BAR AREA ILE mSouthold, New York COTTAGEI E o 16-003 oFm 31'_nl/n" I i I III I ..........._..._..-....... .._......................w.., _..............,.., I I Iii u I FISH POS I2 10-11-2016 Issued for Permit i._ ............_ ..............._........... _..... ........ ..........._...._.......... __.................................... .... ISI FIt✓= A%=) _ FIREPLACE ID NTNG COR � 01-30-2017 Issued for ZBA&Planning Dept — �-� no�T AREA ® — gRE�q r I.._" DINING n — — — 04-13-2017 Revd.&Issued for ZBA&Plannin De t r �� ................... g p.. ' ' l ............ . .. .................................: COTTAGE #2 I .. ................. _ y ... i- _........... .................._.... _.__..,.......... ......-. reI I . pq ............._.............. . ......... ........ ....._..._......._..............__ . w w O I.... I ; D ....._:...._,_._,.__,.,...._._.w.............:....,.._.......... ..... ........ ....._.._...,...._...._....................... ............... ............._.... .- . COTTAGE #3 I I COFFEE \ SHOP LOBBY AREA l : I _...... ......................... ..... ............................ .... I - .. ............... ........................ _ MAIN Q .............._ _.._...V......._....,............. .... ECHECK-IN I: I BACKGIFT SHOP ____..,...._:::............ . . ,...... .__ __ _ .._ .._.__,..._....,_....._..... .... __..... ,..y.._....__ .. m . FFIG I .:. 0000 o000 L BELLMAN \ _..._..._............... ........... ..... .......-..._..__.__............ .-.__, _..... ..........._ ._ _......,< AREA �-1 II � I i . _ VRED q,9C G Gj ti� 0 H . COTTAGE #4 °2oso4 'JF NDN , i i . i. 1 e R Ir Issued for Permit { .... . .... fl ................................. .._.. i i ... .:, © 2016 AVGA... 1 ;.. .....__............_........................................_- ..........._.............................._.................,._.. 1 I COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS f PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATFS,ARCHITECTS,P.C. ' (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOM IS ARE SERVICES FORT HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMF,D THE AUTHOR OF THESE 4 ATUTORY AND OTHER DOCUMENTS AND RETAIN ALL CO�fIvfONLAW,ST € RESERVED RIGHTS THAT THESE DOCUMF,NTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT', OR FOR THE COWLETION OF THIS PROJECT FOR OTHERS, Hotel Main Floor Plan of ed: .W_ y'Apn112, .......... 0:_-4:41pm By, emesto Plotted: Wednesday, 17 i File• L:\AVGA Current Jobs\Enclaves 16 003\Working Drawings\A2 2 draft dwg SCALE:3/32"= 1'-0" • . _ , . d t I First Floor Plan As Noted .... e.f.s. __...._. . _ _. .....m. .k.._..,. f AA I G,, 3 a10-SYZ' 10'-5,V-1 �'-�oy2" 34'-i5/8° i'-io3/µ 26'-00 : � 0 <AA 000 woo ()�O , o ' ® (Dcl) PED NZ ® min 0 : o o � o \ ❑ \ , o o \ � �� , o o \ / o ❑ \ , o ' \ C[ ID ANDREW Ve11 0 4 �-�. �.... ❑. �. ❑ STAIRS n RTONE MAIN HALL \ & ASSOCIATES C4 n 1 ------------------- ..... .... \ MAIDS LiNEN5 Q I AREA �. � � �. f ❑ ❑ ❑; ❑ ❑ ❑ ❑ ❑ ❑ R ARCHITECTS I } rz 2ND T ' 62 Elm Street FEAR Y STAIRS ® ® (D ® ® ® ® ® ® > 0`. W-T I T =N MEETING #I Huntington, NY 11743 3 °. i Telephone: 631.367.0050 ® ® ® ® ® ® Fax: 631.367.6636 ® ® 0 0 / '°n to `V►°W GiambertoneArchitects.com 0a 000 .. .... ..': .. a 1,71E ()0 000O t� �O �O O .2 I 1'IL.L. .,.a 1IIAI� NSI. #f000 IC100 _1 ---------------- ..........i...:... . . ......................... ..... CIL. 1 E / E The Enclaves BAR MEETING RM. 3 4 I 56655 Route 25 Southold, New York I m 16-003 E 10-11-2016 Issued for Permit 01-30-2017 Issued for ZBA&Planning Dept.. XX — — — — — — — — — — — — — — — — — �IRI+PLAGE ROOF _. - _— RAG — — — — 04-13-2017 Rev'd. &Issued for ZBA&Planning Dept. XX _ . I w :::...:._.._ _ .. _ m � m F O la.......................................................................-. 0010 ............ ..... _ .......... T • 0 ............ . .... AREA ...................................�.......,........._.�. LOBBY I • � 1 m i f t O ...:........,....,........,-:..................._......__.._.......::....,..,................. ...._�,.. .:...,i 3 I DA 0�5 TG A o 0208ON y0Q i ATF OF NES i may£f \\'��::.`,5..0.4 if c ...................................:....,.._,.....,.,,,..,......,,,,,,..:......,:. • Issued for Permit F............................__..............._.......................__._...._.........................._..._.................................-............ .......... COD" °. ,�A:t ;.> © 2016 AVGA .. .................................s........,. ......................................... .............,............ ......... ...................._........_ THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUM>_?,M i PREPARED BY ANDREW V.GIA.MBFRTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT To THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DELVED THE AUTHOR OF THESE a DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Tuesday,April 11,2017-12:04pm By: ernesto 1 File: L:\AVGA Current Jobs\Enclaves 16-003\Working Dravings\A2-3-dratt.dn ......... ................................._......_.............................................._................ _........ i Second ` Floor fl..an S.,'1 ...:...... ....... ....... q �;� �,� �' i.:_.�.� ��....�._._......._._..._..�...�.._... M....__._......,.._._...._... ...._.._As Noted ^ Hotel Second Floor flan -� �.__.�....___,_ ._.... �......-_._._..... __..._.�.....__ ..__„_�._ � .. � SCALE:3/32"= 1'-0” AA A293 f AA E ANDREW V• \ ! - ,-Q GIAMBERTONE E I i __j I & ASSOCIATES I *ARCHITECTS 62 Elm Street / Huntington, NY 11743 Telephone: 631.367.0050 / Fax: 631.367.6636 GiambertoneArchitects.com i �l i r The Enclaves \\\ 56655 Route 25 Southold, NY ,A. 16-003 10-I1-2016 Issued for Permit 01-30-2017 Issued for ZBA&Planning Dept. ...................... XX — — — - — — — — — — XX 04-13-2017 Rev'd.&Issued for ZBA&Plannin Dept. __'" ...".._ M.." ......._ g_.. .................................................... ............. ..........._............................................................_.................,.... ......,................,................. .. , \\ I ..........................................,.,............_.. .. .... ..........,. ..... ... .......-............................."............ ' ..,.......__.....,"........................_- "._,............-........ -- ...............,,,....... .......,.•...........,...,.........-.-.."".........� I I I i .. 1]O .....................- ...........".........._. .,...,...........................".................... ..... I " \ ................. .. ... .................... f 4 j D ARC LM OF N E� O f Issued for Permit ; ............... © 2016 AVGA ................. _.................._................__.............................. .........._._.._.. ...__...._. .v,. ... ._..... THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMEN"IS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Tuesday,April 11,2017-1:46pm By: emesto File: L:\AVGA Current Jobs\Enclaves 16-003\Working Drawings\A24draft.dwg f.SC Roof Plan Roof Plan L' PQM •' '/ .-.0.�_" SCALE: 3/32" = V-0" _ L..............M. . _ .._.._ ....... _ .... a' EN1-, C.fs. AAA20- 4 E #I J, q8 V ANDREW V GIAMBERTONE ASSOCIATES AA *ARCHITECTS 4 10'--75/4" 62 Elm Street Huntington, NY 11743 P Telephone: 631.367.0050 F7 &A5 METER Fax: 631.367.6636 F BOILER i GiambertoneArchitects.com �-- -- I F .................................................. .. ....................... ................. ......................... KATER METER 7, OIL TANK OIL TANK 'llRestaurant The Enclaves i I 56655 Route 25 xx xx Southold New York .......... 16-003 10-11-2016 Issued for Permit L 0 -30-2017 for ZBA&Planning Dept. ................._Issued........... ........... .. ................-............. ...................................................... ........ ............... .............. ...................... . .............. ..................................... ..................- ............. ..................... ...... ...................... ................ ....... ............ ... ..............................-............ .....................—- ............ ............. ........ ....... . .......... - .......... .......... ....... .......... ............. ..................... ............... ........ . ............ ................ .................................................... .......... ..................................... ........ AA ........................ ...................... .. .... ............................................ ................... ........... .......... Root Cellar Plan SCALE: 1/4"= 1'-0" NT LEGEND: Lit cc EXISTING POUND.WALL TO REMAIN 08o PROPOSED NEW FOUND. WALL OF N ssued for Permit : ......................................... C 2016 AVGA I ....... .... . ....... THE COPYRIGHT DRAWINGS SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS q PROJECT, OR FOR THE COMPLETION OF TIES PROJECT FOR OTHERS. Plotted: Thursday,January 26,2017 8:39am By: emesto Re: L:\AVGACurrentjobs\Enclavesl6-003\WorkingDrawings\A2-5 jraft.dw ............ ........... .......................... ................................................... .............. .................... Root Cellar Floor Plan As Noted .................. e.f s. .......... A2e5 _ .,.. _._._.._.......... ....._...__.._. .. .._...._... ,.,..,.............._ ....., ....M..... f f ANDREW V. GIAMBERTONE I & ASSOCIA AATES t{E f 23'-II" V.I.F. ARCHITECTS 4'-2g/8EE I } 62 Elm Street _ Huntington, NY 11743 ® o�J [f a : . :::. .a.. .:: I Telephone: 631 .367.0050 I t ( I I Fax. 631.367.6636 RM- GiambertoneArchitects.com MANAMS z, 2'-4V8OmIGE PANTRY i l u $-,.. ,..'...4.y......................_..................................................................._............ TQXNTER I I _ I - _ Restaurant m 6 I17 �' I I The Encl m _ 1 8 /4 E I I I aves ®1 10 I /1' E I UP ,,__..,,•.. . �, I xx - - - - -� - - - - _- - - ° - - - - KITUN1 I = - - I I xx 56655 Route 25 -- II 11 I � STAB Southold, New York 7 L o STAID --------;: -------- : :: --- — I I — — — — - - - G r E I 16-003 m 10-I1-2016 Issued for Permit ................. ......... ..... ............. ..-.................. ............ ......... ..._... ...... DININcS 01-30-2017 Issued for ZBA&Plannin De t I) 36 SEATS y m ti _ II I €..... ......................................................................................... .......................... ............. ............................._....-.......................-.................................................. ..........-.......... _,..._..._......_ .... ..__.... . ............. ... ............ ......... t .......... _ ......... . . ................................................................ ...... ..._............. .................................. .. ......... .................... . ..................... ....... ........................... .......................................................... f E �.................................... ................. ..........._-....................................................................................... ........ AA { 7 } i C......... ....._..._. ....,,............_......_....,.....,............,.,............,.,.,..._...._.,,............. ...................,..................................< {i £3 1 D ARC E �� \AGENT Proposed First Floor Plan I `A SCALE: 1/4"= 1-0 t- �'� 0 0801, Com. LEC-END: OF N EXISTING, WALL TO BE REMOVED 0 EXISTING, WALL TO REMAIN PROPOSED NEW WALL Issued for Permit..... ........._..........._ ......,._._.. ....._..................... I ` ' CO 2016 AVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Thursday,January 26,2017-8:39am By: emesto File: L:\AVGA Current3obs\Enclaves I6-003\Working Drawings\A2-5_draft.d Proposed First f Floor Plan t , } t;w As Noted ... e.f.s. f i A2 ,06 f f FF F F f t F t d € F i I ANDREW V. G IIAMBERTONE & ASSOCIATES *ARCHITECTS AA 4 62 Elm Street F Huntington, NY 11743 I F _ Telephone: 631.367.0050 LiI Fax: 631.367.6636 I _ GiambertoneAmbitects.com I I , .............................................. ....m ....... ......... I 9^�3 nJt��`�•ce M%/ATE tit. 8 SB4T5 Restaurant � 11 The Enclaves 11 J 1 1 56655 Route 25 FOOD PREP. .0 ll I I o t Southold, New York - _ II ,: xx :.. OPEN TO MOA 12R® N _.. _..... ._ . .._..._.... _...... y\ 777'777,7 3 A� IIT® I 4" D _J 16-003 IIICI DINING I 10 SEATS i i 10-11-2016 Issued for Permit ............................... . ' I 01-30-2017 Issued for ZBA&Planning Dept. .................................................... .. CCI i s............ .......... ......................... .. ............................ ..... ................_............ P_ININ& _ .... .__..w_.__ 20 SEATS ............. .............. ............. i ............... ............. ......... ......... .................... ....... ........... ......................:.......,,..:::.,........ ............................,...,,.............. :..........................._.. .......... .. __..............._............................. ......... .............. ..........,......,...............,. - .. ...........::............,........:.... _ ,..........................,... ..........V,....,....,.„.,.., AA W _... _................_:.... ___ ..w.. .:. .... .......... F BF,.D,4 Proposed Second Floor Plan G�Nr n SCALE: 1/4"= 1'-0" �20$^A e� LEGEND EXISTING WALL TO BE REMOVED --� EXISTING WAIL TO REMAIN F PROPOSED NEW WALL Issued for............... Permit : . . ... .......... _- _ ........ © 2016 AVGA ......................................... ... .................. ..................................._..._................ .... ; THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONF,AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TOTHIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ONOTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. ........... ...............:.....k... ._...:..._ Plotted: Thursday,January 26,2017-8:40am By: emesto File: L:\AVGA Current Jobs\Endavesl6-003\Working Drawings\A2-5_draft.dw Proposed Second Floor Plan __------- 0�1 .v,`, As Noted r �v.. \% 6 � A2e7 E f I i I _..... ._.. ............... .........-...,..........__......... _ __............_._. f d; t 1111 y i i ANDREW Ve GIAMBERTONE F & ASSocIATES F *ARCHITECTS AA NEW EXI5TIN6 E 62 Elm Street I Huntington, NY 11743 _ �r- Telephone: 631.367.0050 Fax: 631.367.6636 I f GiambertoneArchitects.com (� 1 EXISTING FLAT ROOF I i I ,Q I NEA FI-AT ROOF TO ( ( MATCH AND ALIGN IN rXIST'6. ! .. ..........F..,:, .._...._.......__ ........._.. ................_....... . . ............ ._.............._.......................... L ! Restaurant I I i 8:12 8:12 NEW PITCHED ROOF The Enclaves I TO ALIGN WrEX15T'6. — — ! di EXISTING PITCHED NEW PITROOF ! I I 56655 Route 25 TO ALIGN XIST'6. EXISTING PITCHED ROOF TO REMAIN � ! ROOF TO REMAIN xx -t--- - - - Southold, New York N n PROPOSED J/ EXI5TIN6 I ! NEW 0ON5TRUCTION ! I ( I ........ �................_........._.._..__........_, ...._..... .,.. I EXISTING PITCHED — _ ROOF TO REMAIN _ — 1316 003 F- NEW PITCHED ROOF TO ALIGN 1I1T'6. _............ .._.. . :.._ ........... _ I I I 10-11-2016 Issued for Permit ............. .. ............................... ......._................. .....-. ......_ .... .............. ....... .......... ........... £ 01-30-2017 Issued for ZBA&Planning Dept. I ...................... NEW DECORATIVE RAIL I i ' I ! I ' i ........... I ' i ......_..................................... .........._................. .._... ...................... I ....................... ................-........... ....................... (................................ ....... ._........................__..................................._..........._. i i g.............._.....,...,.......................... ....................................._....._-_... ........_...............-...... AA F t •-D� j A RC� NT Proposed Roof PlanAt SCALE: 1/4"_ 1'-0" a F ` �„E s > `_ F Issued for PermitF ........._.......... .............. ........_. . ......._ ....._......._....... .............._T......_....._: ....... © 2016 AVGA ........................_.......................................... . ........................- ...............__. s THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE j DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER I RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, ORW FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. .___............_..................< Plotted: Thursday,January 26,2017-8:41am By: emesto i j File: L:\AVGA Current Jobs\Enclaves 16-003\Working Drawings\A2-5_draftdw: ....._..........._................... _.._...._. N Proposed Roof Plan as c_ ; As Noted - e.f.s. 1 A298 f I ^9 k.. t E ANDREW Ve { GIAMBERTONE I & ASSOCIATES *ARCHITECTS AA NEW EXISTING 62 Elm Street i I ` Huntington, NY 11743 �- — — — — — - Telephone: 631.367.0050 Fax:I 631.367.6636( ; I , GiambertoneArchltects.com — EXI5TING FLAT ROOF 1 NEW FLAT ROOF TO I I ! MATCHAND ALIGN ,._-...:._....:_.__ _....:............._.,,.,..._,....._.�._.....,,._,_�.._..,....:..�._. ..,,_..._.....:•_,....�.._...:: I 1WEX15T'G. 1 I . . . ..g N.................. _ . ...............................«................ ......._ ............... _ Df I I I i Restaurant 8:12 8:12 I The Enclaves_� I_ NEW PITCHED ROOF TO ALIGN A/EXIST'G. I I I ry I PITCHED I TO ALIGN XIST'G. EXISTING PITCHED ROOF TO RE 56655 Route 25 NEW PIT ROOF I ROOF TO REMAIN i t 1 _ _ xx _ _ _ _ ( _ _ _ _ _ _ I _ xx Southold, New York - PROPOSED Si.-I EXISTING I I — — NEW CONSTRUCTION ' t I j EXISTING PITCHED I— 16-003 I ( ROOF TO REMAIN I NEW PITCHED ROOF TO ALIGN KEXIST'G. I I I II ( 10-11-2016 Issued for Permit 01-30-2017 Issued for ZBA&Planning Dept. _ ..... .............. .. .....................«_..... ...................... I f ................................. ................ ........... ...................................................... I I ! NEW DECORATIVE RAIL ...,.«_...,. ....._.., ....... ... ... I I F ff........... ... .,............................................,..................................................................�...._,,............................... ............................................_.......................................................•.................................,...._...-.._............. ..... .......: �F F:D Ap �c �I T G� •� Proposed Roof Plan 1 SCALE: 1/4"= 1'-0" i s 2080 F _.•s LLL: f . Isuedsfor Permit...__...._ ........................._.. ................_..........1-1---.1.......... .............. © 2016 AVGA ... ..............,..........................................,......................—......«..«....._......... .................... ._': THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA, THESE DOCUMENTS I ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE ( DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER j RESERVED RIGHTS THAT THESE DOCUMENTS SHALL, NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJE0IS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. .....�................... _. .M_. _... _ •... Plotted: Thursday,January 26,2017-8:41 am By: ernesto File: L:\AVGA Current)obs\Enclaves 16-003\Working DrawingsW-5—draftdwej I................_..._..._....................................... ..........-. ................. ...._.........__._...._ ................._.......... Proposed Roof Plan °'¢`'• `:x As Noted r'' P il -r , e. 77�1' F A208f f E E a ................ ........ ..... (0 7- 7. ........ ......... moza r L A T 7, ........... —L a P n n n n n fl ...... j F-J n n n n n o o fl n n n n n n n o n n P n n n n fl n n fl ANDREW V. LieT- 7 jj ELEV. +121-b" I—V I-,.-; .......... U I X V L 17 GIAMBEPTONE -T J -1 "'L T r & ASSOCIATES dk TD. ---------T—I ELEV. +0'-0' (r--L.+52.0� _ � *ARCHITECTS 62 Elm Street South Elevation Huntington, NY 11743 SCALE :3/32"= 1'-0" Telephone: 631.367.0050 A Fax: 631.367.6636 GiambertoneArchitects.com .. ........ .......... ........... """, The Enclaves . . ......... I....................... .......... f k Z- .. ...... I A I I NO FLOOR�f�� 56655 Route 25 • T w. Ix _ a23,�L�Jl r Southold, New York IR6T FL0jM-FN1SH +01-0 (EL +52.0 ............ ............. ............ 16-003 East Elevation 10-11-2016 Issued for Permit SCALE:3/32"= 1'-0" ..... .............. ..................... ........... ... .... ......................... ...................... 01-30-2017 Issued for ZBA&Planning Dept.- 04-13-2017 Rev'd. &Issued for ZBA&Planning Dept. .. .. .................................. ....................-.......................... ----------- ............ xx ...... ...... ..... ..............- . ...... ............................... ...... ........ ... .......... ...... ..... . ...... m - 7 ...................... .................... ................... ............ ......... ................. .................... . T, L L E ......... ......................................... ........... .......... .......... ............... - L V-2- �j . Tt�, Ll LO-1 -X, ................... ....... ............ . ..... ... a ....... . ................... ----------------- ... .............. ..... ..................... ................................... I� 11 yy U I I 771 7, '" -T� V, Cr ............. ............. .................... ......................... ............ 7 7 qQ, ............. 4 U,T j............ —Ld IL� J +W+(:�-O +320) .... ........ North Elevation RE F- �,,EN T SCALE:3/32 - V-0" -A J— C-A AA 08 .......... o } Issued-1 fo.. ---P-e-rm . ......... C (D 2016 AVGA , ....... ............... . ............... ..........................-.---.1....................L................................LL............ Z—] THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS i OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE -7 DOCUMENTS AND SHALL RETAIN ALI,CON[MONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON 011-IER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR )THERS. T Plotted: Tuesday,April 11,2017 1:53pm By: ernesto File: L:\AVGACurretjobs\Enclavesl6-003\WorkingDrawings\A3-i 4 -4 ............................................ .............................. 7-E 7-- 5=0N2jj&Kn-rjN1&- z5 Proposed Hotel -j'j E-- t U, H I _ J jjh TQ FMT FLOOR FIN15H r —------ _ ,,. ~ _ _, Elevations X. As Noted West Elevation SCALE:3/32"= 1'-0" A3el XX 7777" II i pi. K_ L • j_a , u_ < f g _ _ ,$_. _ d C US .0—SMM FLOM F1LI5 ANDREW V ELEV. +1:2'-6K U) CU GI�BERT ONE Ew L 9 7�j (31 AS S 0 CIATES __j Fit 0-MFINISFINISHTD�FIIRST FLOOR FINW e; T.O. 'V ELEV, +0'-0" AEL, +520 EiZV. +0'-09 (M. +92,09 ERM!1. . L ARCHITECTS 62 Elm Street Huntington, NY 11743 Telephone: 631.367.0050 South Elevation Fax: 631.367.6636 SCALE: 3/32"= V-0" GiambertoneArchitects.com XX 'Ire) .......... ........................... ................... ....................................................................... The Enclaves L - I � u .......... ............ � 'i_ F- F t- : : 56655 Route 25 J� J _ -d �j J. .......... Southold, New York �V_ ... ...... ............. . ....... J, i2r n -4- R" Ah FLOOR FINISH 11A Ax z XA A rl)(191M 11 a X=X A 119 A w It 11 AL 16-003 L .................. ............. ............ 10-11-2016 Issued for Permit ................................................ ......I............... ......... 01-30-2017 Issued for ZBA&P1anninRP�CPt-_.', i 04-13-2017 Revd&Issued for ZBA&Plannimy Dept. .............. ....... ........ ..................... ........... .......... ............. ... ..... .......... ..................... ......... .................... . . ............................. ................ ............................. ..... ........ ......... ................ ........... North Elevation .. .. ............................ ............... ............... ....................... SCALE: 3/32"= V-0" ................................ ....... ................ -A ....................... ........... ....... ..................... . .............................. .............. ............... ............. .... ........... . ................. ................ ............................ ... ........ .......... .......................... .......... .......................... ............ ---——----- ................. ?�eD ARC TG 0 20 Issued for Permit....................... ''"' ............. ................ IA" (0 2016 AVGA ...................................................... .................... ....................I...... ............-.................. THE COPYRIGHT DRAWINGS SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.0 (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Tuesday,April 11,2017-1:52prn By: ernesto File: L-\AVGACurrentiobs\Enclavesl6-003\WorkingDrawings\A3-1-di-aftdwg ... ........ ....................................................... .......... ....... ............... ........................................... Proposed Hotel Elevations TO .............. 5 C f' As Noted ---------- ----------- el s. ... ........ A302 ........................ _................. ........ ...... .... ...._.................._.._...._........................._................... f 1 Y$r I k t xx i f ANDREW V. E 1 F ._.�__-_____-__..__.._.._.____.__-__.________..___._____.. ____...... - - _. _______ _ _____ ___ ______-___ _ _---__------------_-_ - ___ _ __ _____ -_- - GIAIVIB ERT O N E & ASSOCIATES E oARCHITECTS ° 62 Elm Street I Huntington, NY 11743 Telephone: 631.367.0050 E Fax: 631.367.6636 _l - GiambertoneArchitects.com i I - - - _ - -- - - .......... _._...-._....... T.O. SECOND FLOOR FINISH ELEV. +8'-11 1/,4,. - - - - - - -- YN --- - --- - - ---- --- - RestaurantI I E The Enclaves N it I'Ni . 56 655 Route 25 t it T.O. FIRST FLOOR FINISH _ _ _ _ _.. _ - .. . -- — _. .._. Southold, New York ELEV. +0-0" <.................__._........,....._ .. ............. ,.................................._....... ,. 16-003 Existing South Elevation ront -a SCALE: 1/4" = V-0" 10-11-2016 Issued for Permit 01-30-2017 Issued for ZBA&Planning Dept. T.11 t .. ............................................. ' ......_............... . .....................-.................. ... ......._... .................... i t xx ,. ..........."._. ,....."........ .............. ....... _,,_w. i S 1... .. .. EE i 1 i E ...._.... ....................................................,............................................................... ....................._.... .....................................:.._...-.......................................... ...................................._.................. ` ..................... ...................................... ........................._................. ....................._. ................................ g f E E ................ ........._...................._......................................................... ....................... t F -D ARC" I GENT G44/ �� T� t ' ' t O �K r I I I ' I i r !d k Issued for Permitdt T.O. SECOND FLOOR FINISFV �, � .,. ._ THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHTIECTS,P.C. I (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS € ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS THESEOTHERWISE PROVIDED, AVGA BE INIAL COMMON�W, AUTHOR OF AND OTHER — - - RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE j ; ! OWNER, OR OTHERS, ON O HER PROJECTS FOR ADDITIONS TO THIS €€ PROJECT, OR FOR THE COMPLETION OF THIS PROJECTFOR OTHERS. t ......... _ ......... --- - - - -- i - - --- -- N Plotted: Thursday,January 26,2017-8:44am By. emesto E File: L:\AVGA Current Jobs\Enclaves 16-003\Working Drawings\A3-5_dra&dW :................... T.O. FIRST FLOOR FINISH ELEV. µ TV'-V" ��. ...__ .__.. ... __.- ._ --___.. _ ..-_........... .._.._._..._ ..... ___............ ........,............... .-_............ .. .,..........,..".._......,......,..., Restaurant %��:r TO ! Front Elevations Proposed South Elevation (Front) --- - F.................... `..............._ _ . __ _ 1%4;- __1�_0��..._1 a. SCALE: 1/4" = 1'-0" t _..................w............................. _. st;',.. e.f.s. I ij A3405 € 2 I ....................................... ............ ............ J i , 3 M I AA = F I F II I ANDREW V. GIAMBEILPVT ONE & ASSOCIATES I ECT ARC H T S E 4 --- -------- E 62 Elm Street ----- - - I - -__-- - __ --_ _ � Huntington, NY 11743 f - - -- - ---- _ Telephone: 631.367.0050 Fax: 631.367.6636 - I GiambertoneArchitects.com E T.O. 5EGOND FLOOR FINISH --— — —— ---- ---- —— _..,._.......... H.-..................... _..__._...........................__...... ._ .. _... .. ELEV. +8'-11 1/4" - - I _...,....,.,.._....._. ..._.................. liI f 1 I Ii 1 (III i II 'j 1' I. .; I i! ! ! I 'I i' i� ,� II I � I i i I I i i I i I �I I L _.iL_i � i - _ _ __,4_ _ _ _ , ; ,, I � � Restaurant I I � ,I �i _.. _ ...- _ .. . .. - - : i i tl f : ' l The Enclaves T.O. FIRST FLOOR FINISH i I I i ELEV. +O'—O" 56655 Route 25 Southold, New York .. . ...............__.., ............. . ............ Existing East Elevation zight Side SCALE: 1/4" = V-0" 16-003 { ....._.........._...._................ '------------.-.- 10-11-2016 Issued for Permit 01-30-2017 Issued for ZBA&Planning Dept. r-_..... ........_..._...... .. ........... ..........._._._........... ............ _ ............................ .................... I AA j............................ ......... ........... ................................... ....._...... ........... ......,....... .................... ._..... ..,..._...........:............................ ._..._ ..... ..,_...; E { E ....._ S 7 � " fff i : " f { 4 4 f g a —. . .. _ - `---- T.O. SEGOND FLOOR F1N15H - ------ -- ---- _ - -- - — - -- r�0 t~•Pa t ELEV. +8'-11 1/4" - - --- '. .......... ................. ................................................. _ I Issued for Permit i t !T © 2016 AVGA I i THE COPYRIGHT DRAWINGS SPECIFICATIONS AND OTHER DOCUMENTS -- - -- -- "---..__--.------'------------.--- --- PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,.P.0 --'- - — — --- - __-------- -_ " _ _ -----...--------------_-. ..------.--_--_-- _---- ------._.—.. _... .. .- (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS - _ -- ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS s T.O. FIRST FLOOR FINISH ---- — OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF E �1/n�_/�" } DOCUMENTS AND SHALL RETAIN ALLCOIMONLAW,STATUTORY AND OTHER i ELEV.+0'-0 --------__..---...__...------ _-- _ .. - ---.._-- ------ '--_-._._ RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS I PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS, EXISTINGPROPOSED i....___.__.........._.._._............................................................................................................................_..... NEW GONSTRUGTION Plotted: Thursday,January 26,2017-8:44am By. emesto File: I:\AVGA Current Jobs\Enclaves 16-003\Working Drawings\A3-5_draft.dw Proposed East Elevation (RlVht Side Restaurant I f SCALE: 1/4" = 1'-0" ` + Ri ht Side Elevations E s, F11 ................. ....... it 1141 1/4 { E r e.f s { F S }} • F f A306 f x [#f (j[( F. ..........................................__......_.........-.....-....................__...-...........,......................._....... .......... t............. ............ ......._............................-._.,._......... r i I 1 011 e r s;: £j d e ! z XX s 2 £ ANDREA V. G IAMBERTONE & ASSOCIATES { *ARCHITECTS 62 Elm Street Huntington, NY 11743 f i 4 Telephone: 631.367.005 p E Fax 631367 6636 _ _ ---------- ------------I I - -- - -- -- - ---- - - . ------- --- -- ---------- ----- -- lam ertoneArchitects. m I .:............_..w.::........... ....... 64 T.O. 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I THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS AVGAPREPARED ROD THIS PRO ARIAMBERTONEAICDASSOCIATES ARCHITECTS,P.C. -- - - E INSTRUMENTS OF AVGA THESE DOCUMENTS - .- Lir - - .__. -_.----------- ----- --- . ._. _------- - i? � -- J ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE - ---" -- - - -- - ---------------------- ------------ --�i DOCUMENTS AND SHALL RETAIN AILCOMMONLAW,STATUTORY AND OTHER ' RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE - I ` P OR FOR THON E DER PROJECTS FOR ADDITIONS TO THIS T.O. FIRST FLOOR FINISH _.. __.- -- ---.------.------" - _ _ _ PROJECT, COMPLETION F THIS PROJECT FOR OTHERS. - - OTHERS, ELEV. +0'-0" - — . ..........................................................._..... ............ ._-._........ _-- " Plotted: Thursday,January 26,2017-8:45am By: emesto ! i File: L:\AVGA Current Jobs\Enclaves I6-003\Working Drawings\A3-5_draft.dw . 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THESECDOCUMENTS € ARE SERVICES FORT HE USE SOLELY WITH RESPECT TO TIES PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEF.MF"D THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENT'S SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROPOSEDEXISTING PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. [ NEW GON5TRUGTION ... ........._.._............ Plotted: Thursday,January 26,2017-8:45am By: emesto File: L:\AVGA Current Jobs\Enclavesl6-003\WorkingDrawings\A3-5_draft.dw Proposed West Elevation (Left Side) SCALE: 1/4” = 1'-0" Restaurant { F € Left Side Elevatio... ns ....... r- 1/4 e s ....................................... .................... ...... ..._...........-.._.............................._.........................._:.................. .. I 1 A308 ............ F € F €