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Home My WebLink About49336-Z of SOU�yo`o Town of Southold * * P.O. Box 1179 aj9 53095 Main Rd U.N% Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46064 Date: 03/26/2025 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 290 Windward Rd Orient, NY 11957 Sec/Block/Lot: 19.-1-12.3 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 06/02/2023 Pursuant to which Building Permit No. 49336 and dated: 06/02/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Accessory garage as applied for per ZBA #7399, dated 9/17/2020. The certificate is issued to: North Fork One LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49336 03/12/2024 PLUMBERS CERTIFICATION: t OA t on ed Signature �o�SUFFot�o TOWN OF SOUTHOLD BUILDING DEPARTMENT s� TOWN CLERK'S OFFICE "?y • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49336 Date: 6/2/2023 Permission is hereby granted to: North Fork One LLC c/o Geoffrey Prisco 256 Union St Brooklyn, NY 11231 ,,To: Replaces BP#45648 construct an accessory garage as applied for per ZBA approval. At premises located at: 290 Windward Rd, Orient SCTM #473889 Sec/Block/Lot# 19.-1-12.3 Pursuant to application dated 6/2/2023 and approved by the Building Inspector. To expire on 12/1/2024. Fees: PERMIT RENEWAL $212.20 ELECTRIC $100.00 Total: $312.20 Building Inspector i I �g�FFQt,� TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE Wo • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45648 Date: 1/6/2021 Permission is hereby granted to: North Fork One LLC c/o Geoffrey Prisco 256 Union St Brooklyn, NY 11231 To: construct an accessory garage as applied for per ZBA approval. At premises located at: 290 Windward Rd, Orient SCTM #473889 Sec/Block/Lot# 19.-1-12.3 Pursuant to application dated 12/18/2020 and approved by the Building Inspector. To expire on 7/8/2022. Fees: ACCESSORY $374.40 ASSO $50.00 Tota . $424.40 CO- Building Inspector �o�S�FFei�,co TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y TOWN CLERK'S OFFICE �1 • o� SOUTHOLD, NY ~ BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49336 Date: 6/2/2023 Permission is hereby granted to: North Fork One LLC c/o Geoffrey Prisco 256-Union St Brooklyn, NY 1123A ; To: Replaces BP#45648 construct an accessory garage as applied for per ZBA ap proval. At premises located at: 290 Windward Rd, Orient SCTM #473889 Sec/Block/Lot# 19.-1-12.3 Pursuant to application dated 6/2/2023 and approved by the Building Inspector. To expire on 12/112024. Fees: PERMIT RENEWAL $212.20 ELECTRIC $100.00 Total: $312.20 r Building Inspector �o��pF SO!/jyol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1]971-0959 �� • �o Jamesh(W-southoldtownny.gov cOUNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: North Fork One LLC Address: 290 Winward Drive city:Orient st: New York zip: 11944 Building Permit#: 49336 Section: 19 Block: 1 Lot: 12.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: REP Electric Electrician: Robert Paladino License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6 4'LED Exit Fixtures Sump Pump Other Equipment: 29 feet of tape light Notes: GARAGE Inspector Signature: Date: March 12, 2024 290 winward dr a SOUTyOIo ' TOWN OF SOUTHOLD BUILDING DEPT. i'ourm,�' 631-765-1802 INSPECTION [t,� F DATION 1ST [ ] ROUGH PLBG. UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMI PING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: //0 �%-4ruea - 4"W t KI � � `} V t t( �,rev& DATE Y�� INSPECTOR so�TyOlo qq 33& OC `v w(- 4 w_Y ot u ro ve . * # TOWN OF SOUTHOLD BUILDING DEPT. couff 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Loun vfv DATE (U 02 3 INSPECTOR SOGTyO `� `i 5,x, of oot w4t vw litl cie . do �o # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR - [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING " ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [XJ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: arae. off'aLte- nor-5 neeAJ (j r ry 40 DATE INSPECTOR hAQ OE SOUTH°� # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourrn��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [vFINAL 6A-✓ .Q1 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: iR'� �!' Dw I �013 , cvAll -�.. ot, Adts�VA9 6" R?!� 406-06-- �V" KAO&Zt4-,�k+/ -5t�)/C4t� n -1 v 0 c DATE y°l 1-0 INSPECTOR SOOTyO� 7 36o -� l V v`s 1 vtd uJam f �A. .TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ . ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ } CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 67� DATE °� v ' INSPECTOR It Of SOUIyO� # TOWN OF-SOUTHOLD BUILDING DEPT. coutmN�' 631-765-1802 qqli��ANSPECTION �s [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATI0WCAULKINnG( [ ] FRAMING /STRAPPING [ FINAdCtj � (C� [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C u O mv d DATE INSPECTO • r �r✓ ' ' r i• iLd' ' ' " MUM. 1 CODED... �s lop 1 Y � pyMMill,iii • A A � • e: 1, WAIN � e V� g�FFO(� o� coo TOWN OF SOUTHOLD —BUILDING DEPARTMENT y2 y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 ems://www.southoldtownnsiov Date Received. APPLICATION FOR BUILDING PERMIT {•..�,-.� f, For Office Use Onl j t 7 -'` - �7 11, r �( DEC 1 a8 2828p PERMIT NO. �l7 V Building Insp r. tf Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: 17Fb��• {�- 8 ?.o?.o OWNERS)OF PROPERTY: Name: NSGv SCTM#1000-_ Iq.."_o.1_.'_L'L•3 - Physical Address: 29U Phone#: �,tg• FSoQt •_g152-- _.._ Eman:G �tsco E$WitiSt� Q�.11�- coin Mailing Address: G CONTACT PERSON: Name. -- _... ---- Mailing Address: Co_ [.(►J .- .�. . _1._ .� -- _ --__((Z31. Phone#: Email• - l$- FSog h Z - - - - .� L' tt�' ?,K� DESIGN PROFESSIONAL INFORMATION: Name:__ ,a6 - ---Q121�o. .,b„_...... _ Mailing Address;- Phone#: Email: C��?�t�co g�'-A��tG•�t- - - - CONTRACTOR INFORMATION: Name: Ao,,�_I� -- I�G.. Mailing Address: go pop P1 , -Ct1Tc�cdc Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION XNew Structure ❑Addition ❑Alteration [:]Repair ❑Demolition Estimated Cost of Project: ❑Other $-__ICJg icco Will the lot be re-graded? Dyes%No Will excess fill be removed from premises? ❑Yes)9�10 1 PROPERTY INFORMATION Existing use of property: V&C-41T I T Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to �, $p this property? ❑Yes)<No IF YES, PROVIDE A COPY. *Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print n e): 4Ze>R?ey . Tatsc-o ❑Authorized Agent wner Signature of.Applicant: � /A Date: �2. /� to Zt> STATE OF NEW YORK) SS: COUNTY OF 4\0S ) rS being duly sworn, deposes and says that(s)he is the applicant (Name of ind" idual signing contract) above named, (S)he is the 00i k)OF=Afgs (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith.Notary Public�N Slat, OW New York Sworn before me this No. OIBR6359703 Qualified in Kings County My Comm. Expires May 22, 2021 day of U�LP CP nn , 20 I Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 FORM NO. 3 � � TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 24, 2018 TO: North Fork One LLC 290 Windward Road Orient, NY 11957 Please take notice that your application dated October 15, 2018 For permit to construct an accessory garage at Location of property: 290 Windward Road, Orient,NY County Tax Map No. 1000—Section 19 Block 1 Lot 12.3 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to pursuant to Section 280-15 which states that accessory buildings shall be located in the required rear yard. The proposed accessory garage is located in the front yard. (L---------- -------- ----- Authorized Signature Cc:File, ZBA BOARD MEMBERS Southold Town Hall `Leslie Kanes Weisman,Chairperson •• O��QF SO(/ryOl 53095.Main Road•P.O.Box 1179 O Southold,NY 11971-0959 atncia. °campora _ __.._ ---.. Office-Lob&idi Eric Dantes �• �_ -: ----: ----:--.-----: _:--- _ cn ,c Town Annex/First Floor— Robert Robert Lehnert,Jr. �► i _ �OQ 54375.Main Road(at Youngs Avenue) Nicholas Planamento OIC Southold,NY 11971 RECEIVED http://southoldtownny.gov ZONING BOARD OF APPEALS SEP 2 3 2020 t` >r TOWN OF SOUTHOLD•. Tel:(631)765-1809 Fax(631)765-90.64 . SEP 24 2020 Southold.Town .Clerk- vJEl-,DR G DINGS;DELIBERATIONS AND.DETERMINATi�ON s'fJTHOLD MEETING OF'SEPTEMBER 17;2020. . Z.BA FILE-*#7399 IVAIVIE QF.APPLICANT: •North Fork One,Lh;C O PROPERTY LOCATION: 29.0 Windward Road, Orient,NY SCTM.4 1000-19-1-12.3 SEQRA DETERIVIINATIQN The Zoning:Board of Appeals has visited the property tinder consideration m this -� apphcatori and determines that this revievi+'falls under the Type II category of the Stato's List of Actions, without further st+�ps under$EQRA..: :• .• . SUFFOL,I COUNTY ADMINISTRATIVE'CODE This applicahort was referred,as requited under-the Suffolk County A lmvnrstrat�ve Code Sectrons A.14=14 to:23, and the'Suffollcs County D001. i t of Planning issue l':its reply. dated February•24, 2020.stahzi'g that.this'.apphcation is considered a irtatter for locale:deferumatio as there appears to be no;signif cant county=wide or.:inter community impact. LWRP DETERMINATION .The relief, permit, or interpretation requested:in this.application:is listed'_urider the Minor Actions exempt list and:�s tiQt subjeetto review under Chapter 268 PROPERTY-FACTS/DESCRII'TIQN The subject property is a non-conforming 44,53E square foot irregularly shaped parcel located in an R=80 Zoning District. The parcel ions 100;00 feet:alotrg Mam Road,299.91-feet along . tne.30 foofi RRigl t of Way known•as Windward Road; .15.2 Q0:feet on:the North side-arid 3:00 43.feet.on the.West . side: On the west side of the property has.a 20 foot Right of Way.. The-parcel is unimproved as shown on a survey prepared by Nathan Taft Corwin L.L.S.,.last revised March 2,2018. BA - PP IE "FI0 .--Reouest-for a-yar-ianee-.from`Art-islo I1I-Sections 2$0=1=5 and- h Build rglxispector-'s-- _. 7anuary .14, 2620 Notice of Disapproval based.on an application for a permit to construct an accessory garage at 1) located other than code required rear yard; located at 290 Windward Road,.Orient,NY SCTM No.1000-19-1-12.3 RELIEF REQUESTED: The applicant requests a variance to construct an accessory garage in a front yard location where code requires accessory garages be located in a rear yard location. ADDITIONAL INFORMATION: Written public comment was received from a neighbor indicating her displeasure with the.placement of the.garage.. Page 2,September 17,2020 #7399,North Fork One,LLC SCTM No. 1000-19-1-12.3 FINDINGS OF FACT/REASONS FOR BOARD ACTION: - 13e�o ea>iI of ppea h ld }zubl heaxing on his a�nl c.-r apnii n September 3;2020 at which time written. _ B . and oral evidence were presented. Based upon all iestimony;doeutnentation,,personal inspection of the property and surrounding neighborhood,,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following.findings: 1. Town Law§267-b(n(b)(1). .Grant*of,the.variance will not produce an undesirable change-in the character of the neighborhood or a detriment to nearby.properties The neighborhood is a residential neighborhood consisting of single-family homes.and agricultural properties. Acdessory garages.are typrcal in this neighborhood. This parcel has three front yards and.the,pioposed-acce�s' garage is`locatod 59.1,_feet from.the.Maui Road..and 7.6 8 feet from Windward Road. The thud front yard.is a 20.fvot right of way on the West side of the.parcel that.does .not appear to be.used. .2:I .Tow 21aw_2:67 b(3)(b)(2). The benefit sought by the applicant can be achieved by some method,feasible for . the'applicant to pursue,other than an area variance. The applicant can build a new house with an attaehed-.garag�. However, that would mean reducing the.proportions and:changing the:footprint of the applicant's proposed new - :.: :home.. 3; Town Law267 b3) 6)(3). The:vartance granted laere�ns.mathematically sutstantal, representing IO©9Jo •! relief:from the code However,-the applicant is iurdened t.y having nglt of ways on both sides of the propert}+, effectively creating three;front yards. Because of tle serape of the parcel,,and loea#ion:drywelis and:septYc system;. all°located in the rear yard; locating both a future SWIA n .M&pool and an accessciry garage m the rear_yard would be difficult Additionally, Elie proposed:Etccessory garage mill be setback further than the required principle[iuilding: front yard.Skback of.50 feet from both the Main Road and in Road. 4 Town:°Law; -how, -that No`evidence has<been. submitted to suggest that a:variance in .this 1.residential community will have::an adverse impact on::the.physical`or environmental conditions in the neighborhood: The applicant must coiiply with Chapter 236 ofthe Town's Storm Water.Management Code: 5. Town Law 426.7-b(3)(b M. The;difficulty.has-been self-created. The applicant.purchased the parcel after the ` Zoning Code was in effect and it is,presumed that the applicant had actual or constructive "owleoge of-the limitations.on the use of.the.varcel under the Zoning Code in effect prior to or at the time of purchase. aiv aetisirr�ee�&-adequat®to nabl e applicant to enjoy the benefit of an accessory .garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. . RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes,_seconded by Member Lehnert, and duly carried,to GRANT the variance as applied for, and shown on the Architectural drawings prepared by Geoffrey M. Prisco, Architect, labeled A-000 and A-100 last^revised January 5, 2020, and survey prepared by Nathan Taft Corwin, III L.L.S., last revised March 2,2018. ✓ . Page.3,September 17,2020 #7399,North Fork One,LLC __._...___.._SCTM No. 1000-19-1-12.3_ SUBJECT TO THE FOLLOWING CONDITIONS: lj The applicant shall not install.any fences in an area labeled as a"Fight of Way" 2j. The:Swiinmrig Pool shown on'the above:cited survey was not included m the Notice o€Disapproval,is not a matterbefore this Board:and therefore,not parf of this T?ectsiori__ That,the above conditions be written into the Building Inspector's Certificate..of Occupancy, when issued Any deviation from-the survey,..site plan and/or architectural drawings cited'in,this decision will result in delays delays denial-W the Building Department of a building perm.it; and riYay.require a new.application and public hearing before the-Zoning Bodrd of Appeals. ny' tion om the vartance(s)granted here as shogun on the architectural dr awings, site plan devta andlar survey fr:. cited above; szte3l as attergttDris, extensions; or demolitions; .are not au#horned undet this appltc., when' . tnuolving noncortformitles under the zgn�ng Gode . T`hrs action does not::outhvr%ze or con-,one:'rxny current or future use; setback or other feature of tlie,subject property that may;`violate-the Zoning Code, :�rther.than such uses, setbacks.azd other featuxes as are ezpressly.addressed in this-a�ction. In the event that this.is an,appt'Oval.sub/ec# to condrtioris,-tlte appravalshtztl not be deemed effective until such time that,the for.egoMg-conditions tree met, and failure to.eomply:"therewith wrYl-render this approval null:ctnd void. 'he;board reserves the fight to substitute a sim*design.-that is:de in hi is.rt nature for an altercrtaon rliat d6es MUM the de ee a noncrin r �u. uat totii#fe �0. 4,6 ofhoCoe o#' 4i� ow>a a 5 � ►c any va7.art +�gran . Il;a► rd# ppea s s a bocome"414ll aU 'void hake' .a o fc 4e�af{��cupaA,oy h, s nol b eu �rourecr:and/o a sub �lvion mad as�rot been fide+ with tbe'SuffoYk County C,lerl , v� hin:tree (3)dears from the date shah�artanee was grantod. the Boar4.iorAppeals may,upon ttk re nest Moir to:the c't cif eaiptrafion;;gr�nt, n o ensign not exceed the a( ) Consoeuti�e;one q.. P Vote of the Board; Ayes-Members Weisman(Chdirperson)Acampora,Dantes;,Lehnei%and Planamento eslieKan ds Weisman,Chairperson Approved for filing -7/ b /2020 i suF�oc� BOARD MEMBERS ®�® c'®� Town Hall Annex Leslie Kanes Weisman,Chairperson 53095 Route 25,Main Road Patricia Acampora ® 1 P.O.Box 1179 COD Eric Dantes Southold,NY 11971 Robert Lehnert,Jr. �� ®� Telephone(631)765-1809 Nicholas Planamento ®f �► http://southoldtownny.gov ZONING BOARD OF APPEALS ® L ILA �� LD, TOWN OF SOUTHOLD February 3, 2023 FEB 2 4 2023 BUILDING DEPT. Steven Kaplan TOWNOFSOUTHOLD North Fork One, LLC 290 Windward Road Orient,NY 11957 Re: De Minimus Request, File#7399 290 Windward Road, Orient SCTM No. 1000-19-1-12.3 Dear Mr. Kaplan; We are in receipt of your email correspondence of January 31, 2023 requesting a de minimus approval related to ZBA determination#7399, dated September 17, 2020, in which an area variance was granted to construct a new accessory garage to be located in a front yard. In your email, you explain that because you switched to a new licensed surveyor, the surveyor flagged and placed the garage foundation several feet closer to the easterly property line and further from the front yard property line. I have reviewed your amended survey prepared by Ward Brooks, L.S., last revised July 6, 2022, and have determined that the relocation of the garage in the front yard is de minimus in nature. Please be advised of the following condition of de minimus approval: 1) The applicant shall not install any fences in an area labeled as a"Right of Way". Further,please note that the swimming pool shown on the above cited survey was not included in the Notice of Disapproval, was not a matter before this Board; and therefore, is not part of this de minimus approval. Please submit to our office two full sized original signed and sealed surveys, and contact our office if you have any further questions or concerns. er ly, /ibuo Qeslie Kanes Weisman, Chairperson cc: Building Department i Fo S 80002'40" E _ 30.20' [n PIPE o ED Np - LL S 6'D0 Vlot � ` )t/p WELL s71440 MEAD rs�•00, O _ t M i PIPE ED uj Sit M Z LL sT�, SFT Ap3s' sr OOO&�O SFT W < g N 0 N z ' � o CM ps pt. FO a ...0. 34.39' %. sss3. W Q m ssso � M ® C y 0 2A A 21.72' _ � r I ; FE 20.3'`'NN oC9 PIPE E / .: D 4v C) 41 Qr qr�4 cF wI�P •• X��Ty`i �b��IQ�k Rr DESCRIBED PROPERTY ��, a• SITUATE''-; ,ORI,ENl' TOWN;OF SQI T' D SUFFOLK'CO,UNTY, NEIN 1'ORiK CERTIFIED TO. , GEOFF PRISCO - VCOPYRIGHT2022 WARD PROOKS.ALLRIGHTS RESERVED,DUPLICATION Of THIS DOCUMENTISA VIOLATION OF'FEDERALLAW. i THISSURUY14AS BEEN PREPARED INACCOR17ANCIWITHTHECODE.OFPRACTICE ADOPTED BY THE NEI+V_YORKSTATEASSOCIATIONOFPROFESSIDNA(.LANDSUAVEVORS. , SCA.lE1,"'�40' _ CERTIFICAT/DN SHALL RUN ONLY TO THEPERSON,THEIR INTERMAND/OR ASSIGNS,, CER77FICA71ON ARE NOT MANSFERAML SOW 1000-19 01-12.3'THE EXISTENCE OFRIGHTOFWAY,AND/Qp.EASEMENTpF'RECORD,IFANYNOTSHOWNARE'NOT.GUARANTEED. j!" SURVEYED:-OZ�'IHI2OZZ ANY'ALTERA170NORADDITIONTOTHLSSURVEVISAVIDEATION OF5ECTIONT209=20FTHENEW'YORKSTATE'EDUCA7IDIJ.LAW; �d i. DO NOTSCALEFENCES.OfFSETSSUPERCEDEN,ODORMER5,°NOSO Z 'P.00LLAYOUT.07/0612022 _ ..... _-` .i .. j LAND SURVEY LONG ISLAND EOM WARD BROOKS LAND SURVEYOR � 11 OCEAN AVENUE : , BLUE POINT, NY. 11715 ' (631 ) 576-7794 (631 ) 363-31790731 WARDBROOKSO"GMAIL.00M FILE#11176 i � l f y �► �3 l� BOARD MEMBERS ��oF SUt'/j "o �,® Southold Town Hall Leslie Kanes Weisman, Chairperson 1p 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes apQ Town Annex/First Floor, Robert Lehnert, Jr. l 54375 Main Road(at Youngs Avenue) Nicholas Planamento COUNTY, Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS E C E TOWN OF SOUTHOLD Tel. (631) 765-1809 S E P 2 0 2024 EXTENSION DETERMINATION ONE YEAR EXTENSION Building Department Special Meeting of September 19, 2024 Town of Southold ZBA FILE: 97399 NAME OF APPLICANT: North Fork One, LLC PROPERTY LOCATION: 290 Windward Road, Orient,NY SCTM# 1000-19-1-12.3 BASIS OF APPLICATION: Request for a variance from Article III, Sections 280-15 and the Building Inspector's January 14, 2020 Notice of Disapproval based on an application for a permit to construct an accessory garage at 1) located other than code required rear yard; located at 290 Windward Road, Orient,NY SCTM No.1000-19-1-12.3 DATE OF PUBLIC HEARING: September 3,2020 This request for area variance relief was originally GRANTED as APPLIED FOR with CONDITONS on September 17, 2020. By letter dated September 3, 2024, Steven Kaplan, on behalf of North Fork One, LLC, requested an extension of the variance relief. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson), seconded by Member Planamento and duly carried,to GRANT, the applicant's request that the above cited determination be extended to expire on September 17,2025, as per Chapter 280-146 of the Code of the Town of Southold. J Vote of the Board: Ayes: Members Weisman (Chairperson)Dantes, Acampora,Planamento and Lehnert. This Resolution was duly adopted (5-¢). /J L lie Kanes Weisman, Chai erson Approved for filing �26 /2024 guff0( BU� DING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD cm :_ JUN - 2 202@own Hall Annex- 54375 Main Road - PO Box 1179 co '* Southold, New York 11971-0959 P-U!11�77NG DEP7.selephone (631) 765-1802 - FAX (631) 765-9502 1 ' ''` "`'ro terr(a�southoldtownny.gov sea nd(cr-south oldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF RMATION (All Information Required) Date: A Company Name: K ef C—: I E(:f-- ,J Electrician's Name: p, q License No.: Elec. email: -E-P / , Gc-Gr Elec. Phone No:6 >c P 1 request an email copy of Certificate of Compliance Elec. Address.: 1--k, JOB SITE INFORMATION (All Inform 'on Required), Name: ��Ga� G� SSCC3 Address: Cross Street: Phone No.: 63/ C O BIdg.Permit#: Jq g email: Tax Map District: 1000 Section: Block: ) Lot: , Ja , BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Cl e rly): ?dill lve,�o &q4_4 C),__5 EGr Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1.Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[]Underground❑Overhead # Underground LateralsF1 1 n2 H Frame Pole Work done on Service? Y DN Additional Information: ..,.0 PAYMENT DUE WITH APPLICATION �S�FFOLk�O U�LDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o _ JUN - 2 202?own Hall Annex- 54375 Main Road - PO Box 1179 o _ Southold, New York 1 1 971-0959 y pit r,?ti3' 'a Telephone (631) 765-1802 - FAX (631) 765-9502 roterr(a-southoldtownny.gov - seandna.southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF RMATION (All Information Required) Date: /c / Company Name: ef I—:: C ) Electrician's Name: - qd. I 0 i License No.: �� Plkl 4, Elec. email: " .�� /�� W, Elec. Phone No:(; , LZPYI request an email copy of Certificate of Compliance Elec. Address.: off ' .. 6 JOB SITE INFORMATION (All Inform 'on Required) Name: �C � �' S-�© �eo ll7scl :�i s C"e o r3 t° 1 Address: g� i �► GJi�� 1> ��1�gp- Cross Street: Phone No.: O Bldg.Permit#: Ll . '� U email: Tax Map District: 1000 Section: Block: j Lot: BRIEF DESCRIPTION OF WORK,"INCLUDE SQUARE FOOTAGE (Please Print Cie rly): !�Xjlj Cks Z /�-#�5- IE��Z DEC F Square Footage:, Circle All That Apply: Is job ready for inspection?: YES ❑ NO' Rough In Final- Do you need a Temp Certificate?: 0 YES❑ NO Issued On Temp Information: (All information required) Service Size❑1 PhFJ3 Ph Size: A # Meters Old Meter# ❑New Service0 Fire Reconnect El Flood Reconnect OService Reconnect Underground❑Overhead # Underground Laterals 0 1 FJ2 M H Frame Pole Work done on Service? Y N Additional Information: �y PAYMENT DUE WITH APPLICATION , pod �� PERMIT tt ` Address: Switches 4 Outlets l �l GFI's r Surface Sconces H H's b UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer aC AH Hood Service Amps Have Usec )pecial: -omments 0v SO!/r��l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G� • Southold,NY 11971-0959 �lyeouff BUILDING DEPARTMENT _ TOWN OF SOUTHOLD STOP WORK ORDER TO: North Fork One LLC C/O Geoffrey Prisco 256 Union Street Brooklyn, New York 11231 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 290 Windward Road, Orient, New York TAX MAP NUMBER: 1000-19-1-12.3 Pursuant to Section §144-8 of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: The foundation location survey was not approved because the accessory garage does not meet setbacks per Building Permit#46648 issued 1/6/2021 and ZBA #7399, dated 9117/2020. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Zoning Board of Appeals has granted approval for the existing location of the accessory garage. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. i DATE: December 22, 2022 J hn J Jar S io Buil i g I spector IT SHALL BE UNLAWFUL TO REMOV TH C ITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. c Brutus Park Architecture LLC October 11, 2018 Geoffrey M Prisco RA, Principal 256 Union Street ` Brooklyn, NY 11231 J Southold Building Department Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold,NY 11971' W� h Re: 290 Windward Road, Orient Point This submission is for a detached garage to be added to the existing building permit for a single family residence at the above mentioned property.As it is technically located in one of the front yards for the property,a variance will probably be necessary.This is to start that process. Feel free to contact me should you have any questions.Thank you for your assistance on this matter. Respectfu Geoffrey M. Prisco Owner/Architect Brutus Park Architecture LLC October 24, 2018 Geoffrey M Prisco RA, LEED 256 Union Street Brooklyn, NY 11231 Southold Department of Buildings 54375 Route 25 PO Box 1179 Southold,NY 11971 RE: Garage Filing Disapproval Address: 290 Windward Road, Orient Point Dear Connie, Enclosed please find the$50 payment for the initial review and disapproval for the garage at the address listed above. Respectfull Geoffrey M. Prisco RA, LEED /170a 0 cT 29 2018 Geoffrey Prisco North Fork One LLC 256 Union Street Brooklyn, NY 11231 gprisco@brutuspark.com To Whom It May Concern: Enclosed please find a check for$50 for a renewal of the Notice of Disapproval for the detached garage at 290 Windward Road in Orient (enclosed). Please email the revised Notice to the email address above. Contact me if you have any questions. a r s, eoff a Pris r January 07, 2021 JAI 1 1 2021 Southold Building Department 54375 Main Road PO Box 1179 Southold, NY 11971 As per our conversation, I am sending the enclosed check in the amount of$424.40 for the construction permit fee for the detached garage at 290 Windward Road, Orient. Please let me know if there is anything else that needs to be done for this or the permit for the detached garage. Best re r s, 1 Geoffrey M Prisco, North Fork One LLC SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref:No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 I Healthwwm@suffolkcountyriy.gov Application Checklist for Single Family Residential (Please Type or Print the Following Information) Property Location: Hamlet Town Tax Map No.: Districts) Sections) Block(s) Lot(s) [Name of Applicant(s): Name of Design Professional:' ALL questions•on this form must be answered with a checkmark. -Incomplete forms will not be accepted. Key:Y-Required&Attached,P-Required Pending,N/A-Not Applicable Required Material. General Material Y* Y N/A *Completed application form for Approval of Single *Certification of existing sanitary system and water supply ❑ Family Residences(Form WWM-057,WWM-059,or ❑ completed by Design Professional(Form WWM-072 or WWM-105)containing original signatures. WWM-073)if you are proposing to reuse any sanitary/water supply components.. *Three(3)original prints of a site plan that conform / Copies of road abandonments. I with the appropriate application instructions and Copies of existing covenants or easements. standards. *Lot appears as single and separate on 1981 SCTM,is Accessory apartment application signed by Village/Town part of a Health Dept.approved map,or separate F official(Form WWM-105)or equivalent. If the apartment subdivision application has been submitted to this is existing,provide Certificate of Occupancy. Department. *Floor plans for all buildings on the site(all floors Existingp.rivate well water analysis of the raw water including basement/attic)or F-/] current within the past 12 months,prepared by a NYS connection to public sewers is proposed. approved lab. Coordination'Material Y P N/A Comments/Explanation Zoning approval from the Town/Village Water Availability.Letter from the water district ,/ Sewer Availability Letter from the appropriate sewer district soel NYSDEC Waterways/Coastlines/Wetlands Permit NYSDEC Dewatering Permit # F .1- 1 F7T Town/Trustees Wetlands—Natural Resources permit - Village Wetlands permit El Board of Review variance application for proposals unable to f ` .meet standards(Form WWM-061) SCDHS Water Quality test well results r Private,laboratory well water sample results SCDHS'Vector Control approval SEQRA determination from the Town/Village Town'/Village Building—,Electrical permit Otherappl'iicablehenvironmental permit(s)--l. 5` " 1 �! °'Certificate of pccuparlpy orequivalent for existing bulldin s g. ,y.�• WWM—202 (8/17) Page 1 of 2 - Site Plan Information Y* The following information MUST appear on all site/plot Y N/A The following information,if applicable,MUST appear plans submitted to the Department for approval: on site/plot plans;!if not applicable,check N/A: *Metes and Bounds of property lines *Corner elevations stated or 2 ft contours *Tax map number stated *Test Hole location/data/elevation/date/company *North arrow 0 0 depicted. Soil pert test data provided if applicable *Scale(Engineering Scale):e.g.1:10,1:20,1:30,1:40,1-.50 *Groundwater and highest expected groundwater `*Distance to the nearest cross street elevation stated *Total lot area *Location of neighboring wells depicted for all lots within *Clear space for approval stamps) 150 ft of the property *Each print of site plan signed and sealed �' *Neighbors method of water supply stated(public.water, (Either the seal or signature must be original) private well)for all lots within 150 ft of the property *The method of water supply for each structure on the *Grading profile of sanitary system with inverts and grade property delineated and labeled. Clearly indicate if 0 0 elevations for high groundwater conditions as described Existing,Proposed,or None in Construction Standards and in application instructions *The method of sewage disposal for each existing *Location of.surface waters/wetlands within 300 ft of the `structure on the property clearly delineated and labeled. property depicted=indicate'if none Clearly indicated if"dry"buildings *If proposing an I/A OWTS,sanitary system-all electrical/ control panel/venting/other related components shown *The method of sewage disposal for each proposed Setbacks maintained in accordance with the current Qstructure on the property clearly delineated and labeled. Residential Construction Standards. r✓ Clearly indicated if"dry"buildings E Location of existing/proposed easements labeled 50%leaching expansion area Y N/A The following informdtionif applicable,MUST;appear Soil classification based. on Unified Soil Classification on site/plot plans;If not applicable,check N/A: system *Any existing sewage disposal structures/components, Indicate if neighboring lots are vacant or improved EJon the property that will be,or have already been Retaining wall details w/elevations,signed and sealed•by abandoned a design professional(original seal or signature) *If proposing to utilize a well for any.purpose O (drinking,geothermal,etc.)location of neighboring - Existing subdivision name,,lot number,filing-date - sanitary systems for all lots within 150 ft of the Elevations based upon NAVD(1988),USC&GS Datum property noted *Footprint of any existing buildings/dwellings/ Leaching structure calculations if applicable(wastewater Q0 structures. Clearly indicate if structures are to`remain application rate,etc.) or are to be removed as part of the project State the 1st floor and garage finished floor.elevation" *Footprint of all proposed buildings/dwellings/ Gross floor areas'of existing/proposed buildings for structures clearly indicated and labeled projects containing multiple residential units *Number of stories&number of bedrooms in each Location of drainage structures/drywells(existing and building clearly indicated proposed) If any of the information marked with the * on this form is applicable to your project and is not provided, a mandatory meeting will be required as determined by review staff and must be attended by the design professional listed below. Additional Comments/Explanations: APPLICATION IS HEREBY MADE FOR A PERMIT IN ACCORDANCE WITH THIS APPLICATION,SURVEY(S)AND PLAN(S)SUBMITTED. WE CERTIFY T, E,',I lamg'q' .�aN AGE 1 AND PAGE 2 OF THIS CHECKLIST AND ALL THE ATTACHMENTS HAVE BEEN REVIEWED BY US AND THAT,BASED ON OUR INQUIRIES,SI A[' M)p ER STUDIES,WE BELIEVE THAT THE INFORMATION IS TRUE,ACCURATE AND COMP WE UNDE ND TH, ALSE STATEMENTS MADE `P,_NISHABL� MISDEMEANOR PURSUANT TO SECTION 210.45 OF THE PENAL LAW. O" NOTE:ORIGINAL SIGNATURES ARE REQUIRED CrIGN APPLICANT'S SIGNATURE(S), AGENT,ETC�NOT ACCEPTABLE DATE l0. ft E .S S t S PRINT APPLICANT'S NAME(S) � � r DESIGN PROFESSIONAL'S SIGNATURE_�fr r DATE PRINT NAME (�1. PZ CT4ZO F'F'N LICENSE WWM—202 (8/17)- Page 2 of 2 SURVEY OF PROPERTY SITUATE ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 19-01 - 12.3 SCALE 1 "=30' CESSPOOL APRIL 26, 2017 OCTOBER 25, 2017 ADD PROPOSED HOUSE AREA = 44,536 sq. ff. CESSPOOL 1 .022 ac. CER TIFIED TO: NORTH FORK ONE LLC DWELLING STEWART TITLE INSURANCE COMPANY d I (PRIVATE WELL OVER 150') OMNI TITLE AGENCY 1� I S 80'02940„ E I FOUND CONC. MON. 30,201 0.2'N. 0.2'W. I FENCE 1�7 S O.8'w. 68. ' �!�' NOTES: ,, ACq Ll0 I 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM V .T,r EXISTING ELEVA WN X-1 20 NT EXISTING CO TOTURNLI ES A EOSHOWN THUS: - ----XX--- -- Q I FLOOR G.FL. - GARAGE FLOOR Q I I TC - TOP OF CURB M X 15.5 I BC - BOTTOM OF CURB 1 10" TREE-08" TREE 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 6 BEDROOM HOUSE IS 1,500 GALLONS. 12" TREE 1 TANK; 8' DIA., 5' EFFECTIVE DEPTH MIN MUM LEACHING FOR A 1 12" TREE N R6F�F0 oTRFF �S I 4 LEACHINGGALLEYS; 8 5M LONG X 1 SE IS 400 sq ft SIDEWALL AREA. 4.75' WIDE X 4' DEEP rA4� �� PROPOSED FUTURE 50% EXPANSION GALLEY B TR E p � 1 Z �QSF� 10 TREE m ®PROPOSED 8.5' LONG X 4.75' WIDE X 4' DEEP LEACHING GALLEY 1 10" TREE FOUN �� + 10" TREE 12" EE &� TREE 10" TREE-0 15.6 PIPE I mm��O PROPOSED 1,500 GALLON SEPTIC TANK 1 0" r ` a 10" TREE o v y o Z is h 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Z ARoA "� I �G�R OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. P. �F� 8" TREE I O C 4. LOT NUMBERS SHOWN THUS LOT 3� REFER TO MAP OF MINOR W� x 15.3 �QU/p Q 15p� o SUBDIVISION MADE FOR PETER SLEDJESKI. i p......20"(TTREEIE .::..•o.. as -4 .. .A. �....`: .- ..: 4b.1'.D . m22` TREE O :::C 24" TREE V QQ II CESSPOOL ti: .: .:: 2" TREE TREE 1� 1O" TREoLL - \ I PROPOSED LOT COVERAGE O I 3 I m CESSPOOL 1 I 12` TREE \\\ 4 11.4 I DESCRIPTION AREA X LOT COVERAGE 0 I I Q \� 10' TREE 71 TRTRE EEE I HOUSE 2,195 sq. ft. 4.97 1 4T I 8" TREE-4@ 15.3 I GARAGE 625 sq. ft. 1.4% �to p Y12- T Q�X14.3 �:` 12" TREE � TREE TEST HOLEPOOL648 s ft. 1.5% REE ::::... / q ::. W ZN :`'. .SeoRrFo..:.";:::"':`':.: \ PiFOPOSED moo' TOTAL BUILDING 3,468 sq. ft. 7.8% \\ W J V) Z 34.q' , E: �RO�S¢?.•:: . . \ mRYWELL 8" TREE 02 W� 3U �}�!�+•,�} I ``::F<. �Ms:::::::: :::F:::::.:.. \ / 14" TREE 4a� ��yI] / DRIVEWAY 2,066 sq. ft. 4.6/ W a �18" TR E 12-.:....: / 0.:n::::: : :: X..... / 15.6 4� 1 0 1s.s TREE/ 12" TREE TOTAL PROPOSED 5,534 s ft. 12.4% w J rj ': I:6'::::::: :::: ::::::::::::::::::::: / �^'� a �� / q. / ? fij 8" TREE-0 w ? CID 3 an 8":Tf2E£':. l::: / 8" TREE / I 8' TREE (� R S / O TREE o O RE 1�0" TREE REE 1 LOT / �.-x12" TREE 14.9 " TREE g DRAINAGE SYSTEM CALCULATIONS: 15 //^.?-10" TREE ` '• TREE 6" TREE-0 zw 6` TREE �� / DRIVEWAY AREA: 2,066 sq. ft. e� 14.5 " TREF' 8" TREE 2,066 sq. s ft. X 0.17 = 352 cu. ft. �EFI 18" REE 7" 1 6" TREE / 352 cu. ft. / 42.2 = 8.3 vertical ft. of 8' dia. leaching pool required ,� 7"/TREE 1 .6 \\ 6" TREE �h PROVIDE (1) 8' dia. X 9' high STORM DRAIN POOL 70, 40 / \ 6" TREE �� / HOUSE ROOF AREA: 2,195 sq. ft. rRF I 16" TREE 16�TREE 12 TREE B" TREE 4 q� / 2,195 sq. ft. X 0.17 = 374 cu. ft. F e"vREE / 374 cu. ft. 42.2 = 8.9 vertical ft. of 8' dia. leachin q 2��/ 6" TREE \ 1�, ro / / PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS g pool re wired 14" TREE�� GARAGE ROOF AREA: 625 sq. ft. I S 625 sq. ft. X,0.17 = 107 cu. ft. O 8" TREES ,�� / 107 cu. ff. / 42.2 = 2.5 vertical ft. of 8' dia. leaching pool required ® Op"'' 73` e TREE"`^ Ufa * PROVIDE (1) 8 dia. X 3 high STORM DRAIN POOL �%P \ �6" TREE.�Gp1Y.,$ca;,w' Q� Lt1 I O.Q. FPR /__ SO' 8 TREE / O ' J 14. , F�(R/ 7680" TREE 10" TRTREE 1 Q 14.0 0-70, 3R REE ��14" T EE .... arp�N .e , " T Q � ��R A� �4�.8"rTREE REE ' X f Q 12" TEE Q l I �` a... ( " TREE / . . / " r 29, 1 h0' n CESSPOOL-,( \1 `�/ 6"9 TREE 6" TREE 0� _ � , IN E O tiv� ?\ FO O CT, / \A\'ONc 22" TREE 0 70. \\ 3.6 x / p��MeH ►'Ifi 12.44 Po<F F )I- X �o \ 70*�9S o 02 uo2u / 4 \ 0 S CESSPOOL 0__CESSPOOL " 0 \ xo w/Rfs EXISTING \ � � \� WELL CESSPOOL pRD/yF� X ��TF�wE Ike J VACANT TEST HOLE DATA TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 2, 2002) EL 15.5' 0. DARK BROWN SILTY LOAM OL 2' DyF��/Nc BROWN CLAYEY SAND WITH 2O% GRAVEL SC SPREPARED TANDARDS F AICQR� MINIMUM 7� AS ABLISHED BY THE L.I. APPROVED AN4 OPTED FOR SUC SEI HFi�I�YQR TE2.�I..AND TITLE AS CIAT) �L`` Al-EXISTING PALE BROWN FINE TO COARSE SAND SW Y WELL y ti E 1 3.0' 12.5' TEST WELL No. USG_410858072171501 S 6787.1 PROPOSE SEPTIC S Y S T M DETAIL HIGHEST EXPECTED GROUND WATER r a, EL 0.7' 14.8' (NOT TO SCALE) GROUNDWATER TESTHOLE WATER IN HOUSE TOP BURIED PALE BROWN FINE TO COARSE SAND SW F.FL 17.D 4' DEEP max. FINISHED GRADE 17' PRECAST REINFORCED CONCRETE COVER ELEV. 14.7 FINISH GRADE24"dia. LOCKING, WATERTIGHT h INSECT PROOF ELEV. BURIED 1' DEEP min. 2' DEEP max. CAST IRON COVER TO GRADE f .�`� MY� MIN. 4" dia. 20'min MIN. 4' dia. a TOP EL. 12.7 3 N.Y.S. Lic. No. 50467 APPROVED PIPE 20"min. PTCHED 1 4" 1' TOP ELEV. 13.V APPROVED PIPE ' w o PITCHED 1/8-/1' 1 5':6 jTLrTINVERT 3' CLEAN INV'3 0 INVERT gae• -_ a ELEV. 11.9• A-,. CONS UNAUTHORIZED ALTERATION OR ADDITION ELEV.JZ z a; INVERT O e I'. TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin 3 FLOW ELEV.JZ'2 SECTION 7209 OF THE NEW YORK STATE BAFFLE : EDUCATION LAW. : c III a' w COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor BOTTOM 3; HIGHEST EXPECTED GROIND WATER THE LAND SURVEYORS INKED SEAL OR ��-e' ►f ELEV.� ELF' EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. SEPTIC TANK (11 CERTIFICATIONS INDICATED HEREON SHALL RUN 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 6 BEDROOM HOUSE IS 1.500 GALLONS. LEACHING GALLEYS (4) ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. IS PREPARED, AND ON HIS BEHALF TO THE 1 TANK; 8' DIA., 5' EFFECTIVE DEPTH. Joseph A. Ingegn0 L.S. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 1. MINIMUM LEACHING SYSTEM FORA 5 TO 6 BEDROOM HOUSE IS 400 sq ft SI6�14ALL AREA TITLE COMPANY, GOVERNMENTAL AGENCY AND psi AT 28 DAYS. .4 LEACHING GALLEYS; 8.5' LONG X 4.75' WIDE X 4' DEEP L ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. ENDING INSTITUTION LISTED HEREON, AND 3. WALL THICKNESS SHALL BE A MINIMUM OF 3% A TOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4". 2 LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCREE (OR EQUAL) TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys - Subdivisions - Site Plans - Construction Layout 4. ALL JOINTS SHALL SEATED SO THAT THE TANK IS WATERTIGHT. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 5. THE SEPTIC TANK SHALL LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS.ALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF f1/4' 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). PHONE (631)727-2090 FOX (631)727-17274. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. THE EXISTENCE OF RIGHTS OF WAY OMCES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY SITUATE CES:;POQ ORIENT I cESSP°°L-'O TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-19-01-12.3 DVEUJNG SCALE 1"=40' X1C(PIRIvA'TE YELL OVER 150') APRIL 26, 2017 "b'0 OCTOBER 25, 2017 ADD PROPOSED HOUSE I JANUARY 26, 2018 REVISE PER S.C.D.H.S. NOTICE OF 01/24/2018 $ 80•02,40„ E I MARCH 2, 2018 ADD STORMWATER DETAILS FOUND CONC.MON. 30.20' I AREA = 44,536 s ft. 0.2'N.0.2'W. q S 1.022 cc. FENCE a.e'w. 6g•70� c,r?I�o I CERTIFIED TO: N I ?O" £ AM I NORTH FORK ONE LLC STEWART TITLE INSURANCE COMPANY 0 1 OMNI TITLE AGENCY O x 15.5 M I 10•TREE-0 8•TREE 12•TREE p/ o� , NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM I to •TREE-- `�FFp 'f 7S I EXISTING ELEVATIONS ARE SHOWN THUS:XX.X EXSTNG CONTOUR LINES ARE SHOWN THUS:-----XX----- 8• -`�C( F.FL- FIRST FLOOR FLOOR N7 10 TREE�q�1 m y b TCG. TOP- GARAGE IF CURB 10' F°E I *O 'S,'Z BC - BOTTOM OF CURB EXISTING WELL 10' EE 12' EEy„ 8'TREE 7 10•TREE ?\ 1 mrs 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 6 BEDROOM HOUSE IS 1.500 GALLONS. ts.4 I : I5.4 10"TREE $y y nG, 1 TANK; 8' DIA., 5' EFFECTIVE DEPTH q5p� (A I a A. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. a•TREE-n O 150' I o ti 4 LEACHING GALLEYS; 8.5' LONG X 4.75' WIDE X 4' DEEP PROPOSED FUTURE 50Y EXPANSION GALLEY ; •',, O ®PROPOSED 8.5' LONG X 4.75' WIDE X 4' DEEP LEACHING GALLEY SOIL STOCKPILE a 4b.1' I 22'TREE ��. 24•TREE �y W N I CESSPOOL �:;:::.:::•;i:. 7 TREE "O 2'TREE - ,�- "TREE '''<'"":±ti:`• e PROPOSED 1,500 GALLON SEPTIC TANK -- 1 10"TREE 1 ALONGIPROPPROPOSED SILTRING FENCELIMITS (r9 GEssPooL� 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ED Cti I 12.�� -6LEARING 40.000 sq,n. I OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. p I I .• 10 •TREE ' "h:TREE 1 4. LOT NUMBERS SHOWN THUS LOT 3Q REFER TO MAP OF MINOR I 7�TREE I SUBDIVISION MADE FOR PETER SLEDJESKI. I , I 9'TREE 15.3 0 y „u 14.3 12"TREE 0-101 TREE TEST HOLE I PROPOSED LOT COVERAGE 1 TR�E ... z� sr`....,. \ / DESCRIPTION AREA X LOT COVERAGE aS m St m \ :;:1 Fc. ot?.r:.r:: \ YIJELI_ e•TREE r HOUSE, PORCH, DECKS 2,700 sq. ft. 6.1 X ...1 m TV�T 3 J 34. .!.,.�.;.,. ::' /7/`75.:.:.:...:.....•:.:':: / 14•TREE 4 ' & STEPS 7 TREE 1V TREE p 15.6 I ":6.:. ;.ii:i' :: :.:`ii::s / ro W / GARAGE 625 sq. ft. 1.4% V7.8�: :;:::::. / t�'e.TREE ff„��LLa TREE p / v 20.E / p� :::ir:i::?;r;?ii::: /EYo e" ^ N' POOL 648 sq. ft. 1.5% '::ii: ......_,,:.i.f.. ..... 8'TREE �' 6;:;:a •/ ;4 , ry TOTAL BUILDING 3,973 sq. ft. 9.0X /i o LOT y ............:. ... 0 TREEDRIVEWAY 2,066 sq. ft. 4.6% M �t O 'Y' 1 TR TRE EE B TIRE 'Y t� t5' 14.8 6•TREE - 10 �6"TREE / TOTAL PROPOSED 5,039 sq. ft. 13.6Y. - / I '�'$ 18'TREE \ 6'TREE � 77"/TEEEE t4.6 O 6•TR /yr16'TREE / 6•TREE a I tw 1e4TREE- e 6•�7REE EE ° STORMWATER MANACEMENT NOTES: 8'TR \ m / / 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION h{ APPROXIMATE _ / MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING PROPOSED I 2 Q-/ EY AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. SANITARY AREA ':'::::.p,.. 8"TREE J4.8 0/ m & q�R / 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, / \� 9�� e• o o \ A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF / ..s �,/ h\`M ar 4, / �j 5 U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING TAJ �Og� q:;p''`I+s� 0 4• /� SO' e'TREE AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. /4� / ». `'`.......... :�t' TREE �` ! / © \� THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS �0'TREE ,\yY�`` " �18� to•IRE �j�Q O� O`V "� OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL O / �� V ti =�` DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS ° /. A: ; '� / �OJ} &� TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE M ` /,,• ' SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE °-:. O z "" ''"s: . g0 t� a SCREEN IS REMOVED. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, O "• i'' �`' �'`' A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT ZJT ,:; r cON ^ SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES 0;. ,• '�. ,° q'7>zgNUc/ W7DIV 10. CESSPOOLS 1 SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS CONX7o• NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED G` e ' 5'TREE / /o Mi t,e 1 3 AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE 6' 'PMN TREE O 4�r.n '°6 yApi�te'. OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES 111155552222 / "A/% SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED �� Na j � Nep/ y�gRr UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. �A q 2"TREE , / ° ''y 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. 'Y .0 10• x 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED ON THE PROPOSED RESIDENCE. 7s• 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. �FOF "0 � �'r •'�eF � � � / B. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS tq�� Dltzy { �.°off ' t a� / ISO' OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. oG ry / 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE 7 ' �o . / SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW 0 0�QOsys, IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF \ \ / FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, o 11fY WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO CESSPOOL \old, TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING x "No EXISTING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION \�• r� �2.,, \�R� WELL AND UI GROWTH. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85X AREA VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO URGER CESSPOOL P"N to f/� �J x ) .►' THAN 1 SQUARE FOOT IN SIZE. o 4>F Iy 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. �q�NT °wF!4,% PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) HOUSE TOP BURIED F.FL 11.Q• 4'DEEP max. FINISHED GRADE EXISTING ELEV.14.71 FINISH GRADE WELL PRECAST REINFORCED CONCRETE COVER 24"dia.LOCKING.WATERTIGHT h INSECT PROOF ELEV. 14.0' BURIED V DEW min.2'DEEP max. CAST IRON COVER TO GRADE CLEANOUT 2D'm1n MIN.4'dia. TOP EL 12.7' O'min. OVED PIPE TOP ELEV. 13.7• PAPPRED ITCH MIN. 4 dia. ' a INVERT 3'CLEAN INV.EL APPROVE° PIPE 3@• -_ .• ELEV. 119 SAND 13.2' PITCHED 1/4'/1' INVERT INVERT +.t '. COLLAR ELEV. 12"7, '�. ' ELEV. 121 a. 3 FLOW BAFFLE � a ' 3 HIGHEST EXPEMD GROUND WAT • I ,� BOITOM� - WATERELEV.}•O' SEPTIC TANK (1 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 8 BEDROOM HOUSE IS 1.500 GALLONS. LEACHING GALLEYS (4) 1 TANK;e'DIA, 5' EFFECTIVE DEPTH. 1.MINIMUM LEACHING SYSTEM FOR A 5 TO 8 BEDROOM HOUSE IS 400■q R SIDEWALL AREA 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 Pst AT 28 DAYS. 4 LEACHING GALLEYS; 5.5' LONG x 4.75'WIDE X 4' DEEP 3.WALL THICKNESS SHALL BE A MINIMUM OF 3%A TOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4'. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) OR WOOD ALL WALLS,BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 Pd. LEACHING STRUCTURES.SOLID DOMES AND/OR SLABS. STEEL 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). EXTRA STRENGTH FILTER FABRIC POST(OR REO'D.WITHOUT WIRE MESH SUPPORT 36' HIGH POLE(MAX.) 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX.TOLERANCE OF*1/4'1 4.A 10' min.DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. STEEL OR WOOD POST ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL S.AN 8' min.DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. 6.A 10'min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 6.AN 8' min.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. 10'MAX.O.C.SPACING W/WIRE SUPPORT FENCE SOW 6' MAX.O.C.SPACING _ W/O WIRE SUPPORT FENCE .• .,. ' gL01f .. �r •,1• ,\�r� DRAINAGE.SYSTEM CALCULATIONS: . . .;; DRIVEWAY AREA: 2,066 sq. ft. 2,066 sq. ft. X 0.17 = 352 cu. ft. ••ATTACH FILTER FABRIC SECURELY = \ 352 cu. ft. / 42.2 = 8.3 vertlaal ft. of 8' dia. leaching pool required TEST HOLE DATA TO UPSTREAM S1DE OF POST 1v 4' X B" TRENCH PROVIDE (1) 8' dia. X 9' high STORM DRAIN POOL (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 2, 2002) • / W/COMPACTED HOUSE ROOF AREA: 2,450 sq. ft. EL 2,450 s ft. X 0.17 = 417 cu. ft. 155' ° � O7LT FENCE DETAIL-S q• DARK BROWN SILTY LOAM OL NOT To SCN.E 417 cu. ft. / 42.2 = 9.9 vertical ft. of 8' dia. leaching pool required 2, TRENCH DETAIL PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS NOTES:SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER GARAGE ROOF AREA: 625 Sq. ft. BROWN CLAYEY SAND WITH 20%GRAVEL SC EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED 625 sq. ft. X 0.17 = 107 cu. ff. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW 107 cu. ft. / 42.2 = 2.5 vertical ft. of 8' dia. leaching pool required 7 OFF-SITE TRANSPORT. PROVIDE (1) 8' dia. X 3' high STORM DRAIN POOL PALE BROWN FINE TO COARSE SAND SW TYPICAL STORMWATER UNIT TEST WELL No.u5(`c 41085807 1715n1 c 16787 7 (TOPS TO BE TRAFFIC BEARING) HIGHEST EXPECTED GROUND WATR EL 0.7' 14.8, (NOT TO SCALE) GROUNDWATER TESTHOLE WATER IN CAST IRON INLET FRAME h COVER(FLOCKHART J63518 TYPE 6840) PALE BROWN FINE TO COARSE SAND SW FINISHED GRADE OR 6"THICK REINFORCED CONC.COVER 1'-0• 17. 8•TRAFFIC BEARING SLAB SO. N. PIPE FROM ROOF GUTTERS OR TO BE SUFFICIENT TO KEEP SEDIMENT ON SITE NOTES: HAY SINES AND/OR TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SILT FENCING REGRADING k VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. `a. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. CRUSHED 3/4'- 1-1/2'STONE VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH J ALL AROUND u PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT a PREPARED IN ACCORDANCE WITH THE MINIMUM 6 � STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH LEACHING RINGS STANDARDS..FOR TITLE SURVEYS AS ESTABLISHED O 1 "� i APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. io REINFORCED PRECAST CONC. BY THE.A'.IALS. 0 APPROVED AND ADOPTED Q s FOR AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS 3'-0" (m�ef 4000 PSI O 28 DAYS I ME'NEW PORK STATE LAND o min. TIRE ASSOCATION, Ilk y 4' �» 1 ) STABILIZE ENTIRE PILE 1 WITH VEGETATION OR COVER SBBAAILD� ILT FENCINAND/Oft E ,',A 1 GROUND WATER PLAN VIEW y Jr `1' W `y `1' W W W >• / .. Y � / �Y �Y 11, y y y y y y y > r 'N.Y.S. Lic. No. 50467 ROAD SAT BBAALLECSIN D/OR �Y �Y W Nr •1' W W UUNAUT5ORIZEEDEY T AID VIOLATION OR DODMON ' T CONSTRUCTION FfIiRANCE BASE OF SECTION7209 OF THE NEW YORK STATE e. Y ■ COMPACTED 3/4 STONE BLEND EDUCATION LAW. Nathan� Tafit- Corwin III OR N.Y.S.O.O.T.APPROVED RCAC FILL TO 18"MIN.ABOVE EXISTING Land Surveyor GRADE TO ALLOW FOR DRAINAGE STRAW BALES OR SILT FENCE THE LAND SURVEYOR'S INKED SEAL OR COPIES OF THIS SURVEY MAP NOT BEARING CROSS SECTION SOIL STOCKPILE EMBOSSED SEAL SHALL NOT BE CONSIDERED TEA(POR/RY CONSTRUCTION ENTRANCE (NOT TO SCALE) TO BE A VALID TRUE COPY. (NOT TO SCALE) ONLY TO THESP RSON FOR INCATEDSHALL THESURRVEY Successor To: Stanley J. Isaksen, Jr. L.S. IS PREPARED,AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND Title Surveys - Subdivisions - Site Plans - Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY SITUATE ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 19-01 - 12.3 SCALE 1 "=30' CESSPOOL APRIL 26, 2017 OCTOBER 25, 2017 ADD PROPOSED HOUSE cEssPooL� AREA = 44,536 sq. ft. 1 .022 ac. CER TIFIED TO: NORTH FORK ONE LLC B DWELLING STEWART TITLE INSURANCE COMPANY d I ((PRIVATE WELL OVER 150') OMNI TITLE AGENCY 1� I S 802'02,40" E FOUND CONC. MON. 30"20 1 I 0.2'N. 0.2'W. FENCE 0.8'W. 6,9.10., s I NOTES: r71 20 VgGgNTQlo I 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM F I EXISTING ELEVATIONS ARE SHOWN THUS: (X.x I EXISTING CONTOUR LINES ARE SHOWN THUS: - -- --XX- -- -- F.FL. - FIRST FLOOR O G.FL. - GARAGE FLOOR TC - TOP OF CURB M 10" TREE x 15.5 I BC - BOTTOM OF CURB I 0- TREE 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 6 BEDROOM HOUSE IS 1,500 GALLONS. 12' TREE i TANK; 8' DIA., 5' EFFECTIVE DEPTH I fob 12" TREE N R6F SFp'?`lR MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. FF I 4 LEACHING GALLEYS; 8.5' LONG X 4.75' WIDE X 4' DEEP 8"TR E �Op pRr <<< ,��" I .10 O PROPOSED FUTURE 509 EXPANSION GALLEY ion QS�c 10 10 TREED DI tn bj p m t 10" TREEr I m ®PROPOSED 8.5' LONG X 4.75' WIDE X 4' DEEP LEACHING GALLEY 10' TREE 12" EE15 4 TREE 10" TREES r 15.6 PIPEFOU m �j O /1�x )� 15.4 p g" I lti �P lti� O PROPOSED 1,500 GALLON SEPTIC TANK �• a 10" TREE m O R 11/ p Xv O I y 0 2 R 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ? p Rpp (� OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. �4Fp B" TREE 1So' I © C 4. LOT NUMBERS SHOWN THUS LOT 3� REFER TO MAP OF MINOR lY 15.3 "' x �//p o SUBDIVISION MADE FOR PETER SLEDJESKI. 20" TREE 0 :::::•:::::: 6 W n p 46.1' M � W 22"TREE 4 :...... .. ........ m I IW 24 `. :w .. ::::::: ::::•::::: " TREE m OO CESSPOOL �2- ...::::::::::::::: w� ..:::.. 7"TREE TREE-��0 r^a-12 TREE ` '` {'�10" TREE'+G.�' m CESSPOO PROPOSED LOT COVERAGE I 12" TREE 1 .4 DESCRIPTION AREA XLOT COVERAGE I �Q TRE \V�ry10' TREE 7J TREEE B HOUSE 2,195 sq. ff. 4.9% I _0 15.3 Of c� I III p 14.3 \ ) B" TREE- 3 GARAGE 625 sq. ft. 1.4% > 1rz1 O � : 12" TREE 10" TREE TEST HOLE I ��A 12" TR4 00I E ;;ii;:s Rp .... `;Sx:;..i::.., �� POOL 648 sq. ft. 1.5% p..... \�� `:` �eForNp '>:':::;:,::,; PZOP05ED a o' TOTAL BUILDING 3,468 sq. ft. 7.8% W 34.q' F<, Qo�is Q?.....:: \ mRYWELL B` TREE J=o= p3U J F<, �/`/SF: :,R::........ \ / 14" TREE 15.s o / DRIVEWAY 2,066 sq. ft. 4.6% O18" TR E I 12 Q.::n:......':'...:x::::::.:. TREED 12" TREE Q4 1 W e .! ': r:;:::.::::::::::::;:•::::; / �^'� �� TOTAL PROPOSED 5,534 sq. ft. 12.4% U w a / 2 / ::•:::::::::::::•:::::::::::' 8" TREE &8" TREE .......:....:..:: > r�4, 1 "yR B" TREE N TEE 574 o N 0 LOT RE / r+•]rdl0" TREE REE / 15 - E . i t4.6�" TT�EE" TREE 0 1 / DRAINAGE SYSTEM CALCULATIONS: 6" TREE 10" TREE C B" TREE e• 6" TREE �`` / DRIVEWAY AREA: 2,066 sq. ft. �FFI 14.518" REE 6" TR � 8" TREE ( / 2,066 sq. ft. X 0.17 = 352 cu. ft. 1 7" TEE-£ 14.6 \ 6" TREE 352 cu. ft. / 42.2 = 8.3 vertical ff. of B' dia. leaching pool required v1•101 7VTREE \ 6" TREE �h / PROVIDE (1) 8' dia. X 9' high STORM DRAIN POOL 7a'TR h \ 6" TREE EE 4 HOUSE ROOF AREA: 2,195 sq. ft. FFI O 16" TREE 16/ TREES 112 TREE g" 8"vREE ��q' 2,195 sq. ft. X 0.17 = 374 cu. ff. 374 cu. ft. / 42.2 = 8.9 vertical ft. of 8' dia. leaching pool required s" TREE ^�-�� \ 15 v / / PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS 14" TREEZ 4, GARAGE ROOF AREA: 625 sq. ft. 8" TREES i4_80� / '�� 625 sq. ft. X 0.17 = 107 CU. ft. / o \ 3c 8" TREE o N / 107 cu. ft. / 42.2 = 2.5 vertical ft. of 8' dia. leaching pool required / / PROVIDE (1) 8' dia. X 3' high STORM DRAIN POOL LLI s"STREE 14.3 �o�/ / 14 20.3' ::::iA a. Rpp. /\\ 0' B" TREE { f1 fY °.'OSFp76�0" TREE " TREE H Q � / 8' 10" THE REE 14" T EE....:: t? p...., a ..• }poS� "" T �Q O TREE O� O(1�O� '8" TREE' O° 12" TEE 777333333......666666 I 'Q • •/ REE . �. ° G e 7 / CESSPOOL-,0 1 j`vJ 0 cF _L.9 6" TREE , 6" TREE �? IN IRE �O hV2 Nar 22" TREE 'yes 0 70. \ 36 x w^ / L' Y �f TRFF Q O \ xE ` 76' ^O �ij�-✓n �7z. `�F TR 41 O / xyT/1 T pA�MFN 0 72.4\ry.Po(FF 2`" ��3' q' °C)An Iry OJ02 Ln O 4 /CESSPOOL (�, �ESSPOOL / A x ��wipFs EXISTING CESSPOOL p Oly I- 14c4e a A26 WELL R/VqT(t/N x �� VgGgNT TEST HOLE DATA (PEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 2, 2002) EL. 15.5' 0. DARK BROWN SILTY LOAM OL 2' 4) BROWN BROWN CLAYEY SAND WITH 2O76 GRAVEL SC PREPARED IN ACCORDANCE�11 THE MINIMUM 7' STANDARDS FOR TITL,�M S.ES ABLIISHEED BY THE L.LA.L.S.�A6 P(=b �1ANaADOPTED FOR SUCH USE^ EW_*O 1 T TEXAND EXISTING TITLE ASSOCI orra 71 C �0 PALE BROWN FINE TO COARSE SAND SW WELL TEST WELL No. USGS 410858072171501 16787 EL. 3.0'1 12.5' PR O P O S E SEPTIC SYSTEM DETAIL HIGHEST EXPECTED GROUND WATER Z k EL 0.7' 14.8' (NOT TO SCALE) GROUNDWATER TESTHOLE WATER IN HOUSE PALE BROWN FINE TO COARSE SAND SW FFL 17.0• TOP BURIED 4' DEEP max. FINISHED GRADE �l ELEV. 14.7• 17 PRECAST REINFORCED CONCRETE COVER FINISH GRADE 67 CAST LOCKING, WATERTIGHT k INSECT PROOF h BURIED 1' DEEP min. 2' DEEP Max. ELEV.1¢,Q' CAST IRON COVER TO GRADE MIN. 4'dia. _ APPROVED PIPE 20"min 20"min. MIN. 4"dia. a TOP EL 12.7' 3 PITCHED 1 4" 1' TOP FLEW 13.7' APPROVED PIPE N JO PITCHED 1/8"/1' 5" 6 N.Y.S. Lic. No. 50467 INV. EL INVERT 3' CLEAN 3i• -_ a ELEV. 11.9• SAND 13.0' ELEVIER7T Sa; INVERT : • ? COLLAR UNAUTHORIZED ALTERATION OR ADDITION ELEV. 12.2• O o.. :. TO THIS SURVEY IS H VIOLATION OF Nathan Taft Corwin ICI FLOW SECTION 7209 OF THE NEW YORK STATE BAFFLE • . EDUCATION LAW. 0 BOTTOM Q HIGHEST EXPECTED GROUBD WATER COPIES OF THIS SURVEY MAP NOT BEARING 8' -+ ELEV. 2 ' ELEV �3_.j THE LAND SURVEYOR'S EMBOSSED SEAL SHALL INKED OT BSEAL O DERED Land Surveyor SEPTIC TANK (1) TO BE A VALID TRUE COPY. i CERTIFICATIONS INDICATED HEREON SHALL RUN 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 6 BEDROOM HOUSE IS 1,500 GALLONS. LEACHING GALLEYS (4) ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. 1 TANK; 8' DIA., 5' EFFECTIVE DEPTH. IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 1. MINIMUM LEACHING SYSTEM FOR A 5 TO 6 BEDROOM HOUSE IS 400 sq R SIDEWALL AREA. TITLE COMPANY, GOVERNMENTAL AGENCY AND psi AT 28 DAYS. 4 LEACHING GALLEYS; 8.5' LONG x 4.75' WIDE X 4' DEEP LENDING INSTITUTION LISTED HEREON, AND 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4". 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE OR ) Title Surveys - Subdivisions - Site Plans - Construction Layout ALL WALLS, SHALOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. ( EQUAL TO THE ASSIGNEES OF THE LENDING INSTI- 4. ALL JOINTS SHALL H SEALED SO THAT THE TANK IS WATERTIGHT. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). PHONE (631)727-2090 FOX (631)727-1 727 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF f1/4'� 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED.ON A MINIMUM 3"THICK BED OF COMPACTED SANG OR PEA GRAVEL 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED.6.A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 466 C 80*02140"E el Fl) 30.20' PIPE CS DI FD NQ 86 O U. 201, sly WELL Zio HEAD O O M PIPE FO Z LL ti W G N 0 cn Lt7G ''°ei O BSMNT N WELL CM Gay- m WINDOW �' ? �� WELL �� • b nr a a 34.39' T YF I.OG o 16 cb 1�..,,�•�� " O METAL ro C 1 °' FRAME IL OF O �e0• M O C QO O � +, Z R G ao Q SQ,� o a-3-a3 �z : -y - E 5.2'N 0.3'W 00 PIPE N ED y of �b•¢��°R OP., FNC LD ° .°°. �a DESCRIBED PROPERTY �Oq DEC 2 12022 SITUATE AT ORIENT O BUILDINGOEPT TOWN OF SOUTHOLD `POVIINOFSOLMIOLD SUFFOLK COUNTY, NEW YORK CERTIFIED TO: GEOFF PRISCO 0 COPYRIGHT 2022 WARD BROOKS.ALL RIGHTS RESERVED.DUPLICATION OF THUS DOCUMENT IS A VIOLATION OF FEDERAL LAW. SCALE 1"=40' THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. CERTIFICATION SHALL RUN ONLY TO THE PERSON,THEIR INTEREST AND/OR ASSIGNS. SCTM:1000-19-01-12.3 CERTIFICATION ARE NOT TRANSFERABLE. SURVEYED:02/18/2022 _ THE FJOSTENCE OF RIGHT OF WAY,AND/OR EASEMENT OF RECORD,IF ANY NOT SHOWN ARE NOT GUARANTEED. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7205-2 OF THE NEW YORK STATE EDUCATION LAW. 2nd POOL LAYOUT:07/06/2022 DO NOT SCALE FENCES.OFFSETS SUPERCEDE.NO DORMERS,NO SOLAR. OFFSETS TO FOUNDATION. UPDATE:12/20/2022 LAND SURVEY LONG ISLAND.COM �,` '� BR C S OiI{S WARD BROOKS LAND SURVEYORY, 11 OCEAN AVENUE BLUE POINT NY. 11715 �4�. 50731 5 (631 ) 576-7794 (631) 363-3179 F sslo�P�'� WARDBROOKSO@GMAIL.COM FILE#11176 APPROVAL OF COP:STRi-ICI-C L:'QRK FOR ASINGLE FAMILY RESIDENCE cm 80002'40"E DEC 2 0 �� N.S.Ref.No.'R I Q-1el — 30.20' Date: FOE No s The sewage disposal and water supplY facilities at this?ovation have Ile I 0 'lgk%nected and/or certified by this Depart,en.ar oth:^.r and a entles 'cul LAC be syntik dory FOR A',Swklld (,I OF &' 6EOROONIS. WELL CRAIG W '�ciz,P.F CH!EI Ems., t'FFiC` ne •. ' :T " _ FD AS-BUILT yo' 07 � WATERLINE OT r LL X WIRE XFENZE X� y' MAS;PATIO I EM W %.6 OU RNQ�r I� 0 � _ PATIO i i POOL..• xp 52.T o N O m 4 X—X--X—X—Xcn N to O uj cows. i-� ACe C.& Ell i EGRESS 7a?' w Fo I W i N Y sEGRESS WINDOW t ,. R / E e *rp.RFs ?q, Wv a z d AC RfO o Li DECK mt z�• NenTER OTIER GMG. 0 goy c� Etg-n U�O a-y� CO ...s�.�.....m.. O'a. A. W MAS WALK - RODE. 5� w�() �O m Q ✓ SANIT. ©/w; i rf SYSTEM 03 f if iptii a ',,• 4 `AI? 21.77 FE A7N '� i N SANITARY SYSTEM E h DI TIE DISTANCES BUILDING CORNER N m A B 1 29.5' 1 42' 2 32' 52.5' A, 3 36' 61' •I Pq oft. � 4 23.5' 1 47' DESCRIBED PROPERTY 5 20.5 56' SITUATE AT ORIENT R�q� ONC TOWN OF SOUTHOLD CURB SUFFOLK COUNTY,NEW YORK CERTIFIED TO: SCALE =a1 SCTM:1000-1 9-0 -12.3 GEOFF PRISCO SURVEYED:02/1812022 oeoFWaoxr:ET�wumoaooNawu.XK+maEEFaIVEo.ouruewnoXorTM°°au'r�rt'aw�"°un°"or�aF""Luu"' 2nd POOL LAYOUT:07/0 612 02 2 TNewavErxN P��a� r�.nTMn�eaoEocrwenecwmvrmarnrEXuvmwrarwnEAsmawnoxaFruorXsmowwuweurxerara• UPDATE:1212012022 CEXn►'yno"p�..IOMONLYTOTHEPMa"'nMlWEAWANa°R POOL STAKE OUT:03/1072023 COMRIAnEN AW NorTRANs�ere THE mmolce aF IECNr of wwr.ArQIMEA6EYENr a Nemim.pANr iar EIOMIAI✓ENOr o'uuuXl®• REVISED:05/02/2024 ANY ALIE]IATIEII dwmmoN mna 90ivEY 1lA VKXATi4OF SECT10N7TEli EF THE NEW Y0RKSTATE EOUCATIEN LAW. 0oNwsc"EFS6cXcGFFSMBUPER r.NnooFV3mNoSOL*A FINAL SURVEY: 08/23/2024 wFurs To FOIFMAWK LAND SURVEY LONG ISLAND.COM WARD BROOKS LAND SURVEYOR 11 OCEAN AVENUE Or BLUE POINT, NY. 11715 ,;, ;+ (631) 576-7794 (631) 363-3179 WARDBROOKSOOGMAIL.COM V FILE#11176 ��7qq SURVEY OF PROPERTY CFSSIOOL SITUATE ORIENT CESSPOOL !_._--------4_...._•..._ TOWN OF S O U T H O L D �^ "C ',vPnSUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-19-01-12.3 X11 DWELLING FEQ11 % Ct�C� SCALE 1"=40' .iE WELL OVER 150') APRIL 26, 2017 OCTOBER 25, 2017 ADD PROPOSED HOUSE 1 , ,i 1 r> _._, .• JANUARY 26, 2018 REVISE PER S.C.D.H.S. NOTICE OF 01/24/2018 S 80*02'40" I _.'� U^ of F•r},} .,_ MARCH 2, 2018 ADD STORMWATER DETAILS FOUND CONC.MON. 30,20' ^•l•••� "'^"- 0.2'N. 0.2'W. I AREA = 44,536 sq. ft. .4 N DaCE W. 152 S N/%s+ 68•1020 1.022 Oc. ., Ad o I CERTIFIED TO: 1 F I NORTH FORK ONE LLC Oo , STEWART TITLE INSURANCE COMPANY x1.0 I OMNI TITLE AGENCY M 1 10,TREE B'TREE 1z TREE Bldg Dept copy from ZBA -+ //�y%yOR ,�. ' Final reviewed documents NOTES: TREE�G�' o ' 152, I ZBA Fiie# i. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM o EXISTING ELEVATIONS ARE SHOWN THUS:Xx.X 00• I oy Date: / / EXISTNG CONTOUR LINES ARE SHOWN THUS:-----XX----- G� 0. 10 1REE /!y r FFL - FIRST FLOOR OR EXISTING WELL 15 EET,I1 12' EE� 8' THE 7RF�1....1E,� PPE I m C - TOP OF CU CURB to TREE 1 o FEa \& 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 6 BEDROOM HOUSE IS 1,500 GALLONS. o tr mciA� 1 TANK; 8' DNA., 5' EFFECTIVE DEPTH (A a MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. TRr 0 0 � � B'TREE-o �J W 150' 1 �� ti 4 LEACHING GALLEYS; 8.5' LONG X 4.75' WIDE X 4' DEEP a :.9e � PROPOSED FUTURE 50Y EXPANSION GALLEY SOIL STOCKPILE p 4b.1' 22 TREE .' 24'TREE-0 {^1 00 O I cESSP00L PROPOSED 8.5' LONG X 4.75' WIDE X 4' DEEP LEACHING GALLEY 4:�' 4K7•TREE W iJ 2 TREE•aC�- _ t'Jr- •TREE 10'TREE I PROPOSED 1,500 GALLON SEPTIC TANK I PROPOSED SILT FENCE CESSPOOL 1 / ALONGIPROPOSED CLEARING LIMITS m I __0 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD LEARING= 40,000 a ft. o � I I 12•TREE � 9 to•TREE q• OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ` Ire 7t TREE I 4. LOT NUMBERS SHOWN THUS LOT � REFER TO MAP OF MINOR I Bldg Dept copy from ZBA SUBDIVISION MADE FOR PETER SLEDJESKI. 1 1 f4.3 I e"TREE- , 15.3 I Final reviewed documents �y tz'TREE io TREE TEST HOLE L ZBA File#7.3 '� zz 1 . 1 E .,sr,..,_..:,...:.. \ , 15.5 Date: / /, J PROPOSED LOT COVERAGE ma E z ;;.ist \ DESCRIPTION AREA X LOT COVERAGE O o ?:;.I WRYN+IELL 8'TREE ra <m \V o o YY �•,/7o p \ 1a'TREE a' 41 / HOUSE, PORCH, DECKS 2,700 sq. ff. 6.1 X o� ° £� lss e•TR �?:>'i' ',,AHED.: ..: /a7'TREE 12•TREE T / 8c STEPS W N 5 6re i B'TREE-Ka w A W GARAGE 625 s ft. 1.4% 18' A /w 8'TREE O / q. 20'- e' B'THE t� / POOL 648 sq. ft. 1.5% / e 10'TREE / TOTAL BUILDING 3,973 sq. ft. 9.0X 1 LOT �4 TRE 15_ T70, EE �_8TRE DRIVEWAY 2,066 sq. ft. 4.6% (yll` s. 14.5 6•TR�� 6"TREE TOTAL PROPOSED 5,039 sq. ft. 13.6Y. I 7 B'TREE m . 7'••(� 1L5\ O 6'TREE � e-16'TREE 7;'/`TREE \ 6.TR� h / • ,1 Tw' tfi�'TREE R 6• STORM)YATER MANAGEMENT NOTES: M i. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION �lJ APPROXIMATE 1 2 Q4,/ �r� ly / MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING SANITARY AREA » o,. e'TREE 1b8 E 0 R AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. O / ""`'"''"""" \� 9�4i e" o o �� 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, / so.._.. .x_.. m�?T~\ Q �@ C y y A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF / TREE SO' U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING F�1 L 74� 2O� ""'''• ',•°;"po _ /� B TREE Ct ��` / © AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. v �:ry .a• \o'TREE 10.TR o o� \ Q�y THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS O Ri /��Q OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL " •'St. k V \ ti " DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS ii:;. E /1 TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE ... ... /y 4/ G7 1 e / 0� SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE 2 SCREEN IS REMOVED. � / - J 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, O A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL Z1�\ ". a °f Cqy / BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT \\1 h� d'. ,.. e. 13,9 ::: =qNC�� 7O0.}' CESSPOOL SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES CM�F SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS 6 of TREE 6"TREE qTy / 10 NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED ' r <A�Wq o AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES / / NePeN�g1y SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED 0`1A� UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. �\os 2'TREE / 7TNG�rA; 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. N °�oE�o x 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. `jfe 2n 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED Is. ON THE PROPOSED RESIDENCE. �7z, O / 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. � { '\�poi P I50. 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS Xq f 124 '\� m AD / OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF �'O� " N FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. 7 0��0 , 4 � / 9 SEEDED ALL EWITH AN AIPPROPRIATENPERENNIAL(GRASS, AND I MULCHJED W THASTRAW IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF \ / FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, o -LZ,42 \ / WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE cEssPool C� \ VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO V\ j1 °72Tpy TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING EXISTING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION ESSPOOL '� \R� WELL AND GROWTH. �•(v� x \ 10. SUnAdLE VEGETATIVE COVEN IS DEFINED AS A MINIMUM OF 85X AREA CESSPOOL pRN1 L(/ •'' j id, VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER 4>F ( J THAN 1 SQUARE FOOT IN SIZE. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. �A�NT �wf`(7�yC PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) HOUSE TOP BURIED EXISTING F. 2-9: 4'DEEP max. WELL FINISHED GRADE PRECAST RE DEE m CONCRETE COVER ELEV. 14.7' FINISH GRADE 24'dlo. LOCKING,WATERTIGHT A.INSECT PROOF ELEV. 74.0' BURIED 1'DEEP min.2' DEEP max. CAST IRON COVER TO GRADE CLEANOUT 20'min 'MIN.4 dlo. • TOP EL. 12.7' 20'mtn. 3 TOP ELEV. 13.7' APPROVED PIPE IN 3•' PITCHED 1/8"/1' MIN. 4 dI.. INVERT 3'CLEAN INV.EL APPROVED PIPE/1' 'J 3- • ELEV. LI! SAND 5 •a ' INVERT 13.2' PITCHED 1/4' INVERT COLLAR ELEV. 127• 3 FLAW ELEV. 12.E O o'. BAFFLE • . C • u BOBTO)�, '• HIGHEST EXPECTED GROUND WATER ELEV.I& SEPTIC TANK (1) 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 6 BEDROOM HOUSE IS 1.500 GALLONS. LEACHING GALLEYS (4) 1 TANK;8'DNA., EFFECTIVE DEPTH.H A MINI 1. MINIMUM LEACHING SYSTEM FOR A 5 TO 8 BEDROOM HOUSE IS 40C sq N SIDEWALL AREA 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 4 LEACHING GALLEYS;8.5' LONG X 4.75'WIDE X 4'DEEP 3. WALL THICKNESS SHALL BE A MINIMUM OF 3'.A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4'. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) STEEL OR WOOD ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 pst. LEACHING STRUCTURES, SOUR DOMES AND/OR SLABS. EXTRA STRENGTH FILTER FABRIC POST(TYP.) 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). REO'D.WITHOUT WIRE MESH SUPPORT 36' HIGH POLE (MAX.) 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX.TOLERANCE OF t1/47 4.A 10'min.DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SHALL BE MAINTAINED. STEEL OR WOOD POST ON A MINIMUM 3"THICK BEDOF COMPACTED SAND OR PEA GRAVEL 5.AN 8' min.DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED, 10' MAX. O.C.SPACING 6.A 10'min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINEO. 6.AN 8' min.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED, W/WIRE SUPPORT FENCE FLOW 6' MAX. O.C. SPACING W/D WIRE SUPPORT FENCE ` • ff DRAINAGE SYSTEM CALCULATIONS: DRIVEWAY AREA: 2,066 sq. ft. ,065 sq. ft. X 0.17 = 352 cu. ft. ATTACH FILTERFAFIRIC SECURELY L\ 2 352 cu. ff. / 42.2 = 8.3 vertical ft. of 8' dia. leaching pool required" TO UPSTREAM SIDE OF POST \ 4" X B.TRENCH w/cOMPAcre TEST HOLE DATA O PROVIDE (1) 8' dia. X 9' high STORM DRAIN POOL (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 2, 2002) \ ��\ \� aj, SILT FENCE DETAILS BACKFILL H02S4500aq AREX. 0.12.47=s417q. tcu. ft. ET. 15.5 D. "mt°'r"E 417 cu. ft. / 42.2 = 9.9 vertical ft. of 8' dia. leaching pool required DARK BROWN SILTY LOAM OL TRENCH DETAIL PROVIDE (2) B' dia. X 5' high STORM DRAIN POOLS 2 NOTES:SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER GARAGE ROOF AREA: 625 sq. ft. BROWN CLAYEY SAND WITH 20%GRAVEL SC EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED 625 sq. ft. X 0.17 = 107 cu. ft. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW 107 cu. ft. 42.E = 2.5 vertical ft. of 8' dia. leaching DOI required 7' OFF-SITE TRANSPORT. / g P q PROVIDE (1) 8' dia. X 3' high STORM DRAIN POOL PALE BROWN FINE TO COARSE SAND SW TYPICAL STORMWATER UNIT ° 3'0' 12.5' TEST WELL No.LEGS 410858072171501 S 18787 1 (TOPS TO BE TRAFFIC BEARING) HIGHEST EXPECTED GROUND WATER (NOT TO SCALE) °- 0'7 14.8, GROUNDWATER TESTHOLE WATER IN CASE IRON INLET FRAME h COVER(FLOCKHARf J63518 TYPE BB40) PALE BROWN FINE TO COARSE SAND SW FINISHED GRADE OR B"THICK REINFORCED CONCH COVER 8'TRAFFIC BLARING SLAB 17' 5D'MIN. (max.) OR TO BE SUFFICIENT TO KEEP SEDIMENT ON SITE PIPE FROM ROOF GUTTERS HAY BALES AND/OR TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS e'-0' SILT EENaNc REGRADING h VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. a I TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE o VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE EACH ALLARCRUSHED 3/4'- 1-1/2'STONE 3. UPON COMPLETION OF SOIL STOCKPILING, EACH J ALL AROUND �!CI.+Tti t,•e,� PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT �� b 8 STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH ° PREPAR y/II�ACC�BANCE�1 7AgFflNBIM05HED i APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. LEACHING RINGS Tl I - STANDARD TOR TLE 5U AS. -------------------- = AND REQUIRED PERIOD OF USE. m REINFORCED PRECAST CONCH BY E L.IAL.S.BY T APPROVYO LAND DO TIED �1 4000 PSI O 2B DAYS FOR'SUCH SE BY THE NEW YORK ATE'L,AND SLOPE OR LESS 3'-0' 3'-0' f NV .y NV .y 1 min. 4" (min. �S CY N. e..,�.® a '4....-""•^' 1 STABILIZE ENTIRE PILE \!J-'(;" L WITH VEGETATION OR COVER .Y W W •Y 1P W ¢� ° t 1 �T FENCINBALES,GNO/oR .y W 41 W 14, W •I E GROUND WATER h•' R {{,, PLAN VIEW 14. 14, .y .y 1. q, y y y y y y y 1P y y y �. ROAD •L y + �•`i;Y .01 N.Y:S. Lic. No. 50467 HAY BALES AND/OR •L •Y •Y W `V W W SILT FENCING UNAUTHORIZED ALTERATION OR ADDITION CONSTRUCTION fi MNCE BASE OF TO THIS SURVEY IS A VIOLATION OF Nathan OR N.Y.I. 3/4 STONE BLEND aft Corwin III OR N.Y.S.D.O.T.APPROVED R.CA SECTION 7209 OF THE NEW YORK STATE FILL TO 16'MIN.ABOVE EXISTING EDUCATION LAW. GRADE TO ALLOW FOR DRAINAGE STRAW BALES OR SILT FENCE COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor CROSS SECTION SOIL STOCKPILE THE LAND SURVEYOR'S INKED SEAL EMBOSSED SEAL SHALL NOT BE CONSIDERED TEdfPORARY CONSTRUCTION ENTRANCE (NOT TO SCALE) TO BE A VAUD TRUE COPY. , (NOT TO SCALE) CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. IS PREPARED,AND ON HIS BEHALF TO THE Joseph A. Ingegn° L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND Title Surveys - Subdivisions - Site Plans - Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI- TUTION CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 ABBREVIATIONS AFF Above Finish Floor ELECTRICAL & LIGHTING LEGEND DRAWING LIST AP Access panel r L D ACT Acoustical Ceiling Tile A.000 TITLE SHEET & SCHEDULES 9.06.18 ADD'L AdditionalIsland DUPLEX OUTLET A.001 FEMA FLOOD MAP 9.06.18 L o n g I s l a n d ADJ Adjacent, Adjustable AC Air Conditioning " AFF ..�__., ALUM Aluminum X DUPLEX OUTLET ® X Of P:)Pa�i' A.100 PLAN, ELEVATIONS, SECTIONS 9.06.18 i - r l s c o�-� -�� r a a e & And WATERPROOF DUPLEX OUTLET J L Angle ANOD Anodized ARCH, ARCH'T ' Architert(ural) DEDICATED OUTLET — INSTALL AS PER 290 Windward Rd ® At MANUFACTURER'S INSTRUCTIONS ` >' AXO Axonometric B Base CABLE TV CONNECTION '.- GENERAL NOTES BSMT Basement .,. Orient Point , N Y SHALL NOT BE LIMITED BY THE DRAWINGS BUT - - �► BM Beam k. D BR Bedroom ® RECESSED DOWNLIGHT O •^"�� s= � D 1. SCOPE OF WORK BTWN Between OF WATERPROOF RECESSED DOWNLIGHT SHALL INCLUDE ANY AND ALL WORK NECESSARY TO FACILITATE THE BLK'G Blockinr, INTENT OF THE DOCUMENTS. BD Board 3 + PENDANT FIXTURE BS&A Bd of Standards&Appeals SURFACE MOUNTED FIXTURE 2. GENERAL CONTRACTOR SHALL CHECK AND VERIFY IN FIELD ALL BOTT, BO Bottom (of) WALL MOUNTED FIXTURE DIMENSIONS, NOTES AND CONDITIONS SHOWN ON DRAWINGS BEFORE BLDG Building CAB' Cabinet, Cabinetry ANY CONSTRUCTION WORK IS STARTED AND SHALL NOTIFY , CAB � ✓� CH Ceiling Height ARCHITECT OF DISCREPANCIES, OMISSIONS, AND/OR CONFLICTS `; y °�, „w., j77 Q MOTION DETECTOR CPT Carpe g BEFORE PROCEEDING. ALL WORK TO BE DONE IN ACCORDANCE WITH I a ` CLG Ceiling AND ALL OTHER REGULATIONS OF ALL OTHER CMU Concrete Masonry Unit � THERMOSTAT - � '� j�� } � CODE, ARTICLE 19, �� h r' [ t ' w ' C AGENCIES HAVING JURISDICTION. j ' Y ; . AJ 1 1✓ V ' CTR Center CL Center Line WALL SWITCH CT Ceramic Tile / ` 1 H 3. ALL DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. CL Closet r•-- / l J DIMMER SWITCH ZONING MAP CLR ClearCD I SEE WIRING LAYOUT FOR INDICATIONS OF SINGLE AND 4 DO NOT SCALE DRAWINGS — WRITTEN DIMENSIONS GOVERN. LARGE SECTION 19 BLOCK 1 LOT 12.3 256 Union St #1 COL Column { 3—WAY SWITCHES SCALE DRAWINGS GOVERN SMALL SCALE. Brooklyn NY 11231 COORD Coordinate ~ I CONC Concrete I 5. ALL PLAN DIMENSIONS ARE TO THE NEAREST 1/4". COND Condition T CONSTR Construction I 51 SOLATUBE 160DS s gpriscoQbrutuspark.coin 2 40" CONT Continuous ' 6. GENERAL CONTRACTOR MUST COMPLY WITH ALL RULES AND °°„. " 830. � E CORR Corridor �,c',�r.� NP WATERPROOF Zo DTL Detail / I 1 � � ''\ �— REGULATIONS OF AGENCIES HAVING JURISDICTION. THIS COMPLIANCE DIA Diameter ( � ' ( � (" DEVICE TO BE X" ABOVE FINISH FLOOR INCLUDES, BUT IS NOT LIMITED TO, ALL TOWN, VILLAGE, STATE AND MW sg'o2o. DIFF Diffuser I FEDERAL CONSTRUCTION, SAFETY, SANITARY LAWS, STATUTES, o i £ CONTRACTOR DIM Dimension x'-x° CODES AND ORDINANCES AND BUILDING STANDARD SPECIFICATIONS. M DR Door i — CEILING HEIGHT MARKER GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED DBL Double I PERMITS AND INSPECTIONS NECESSARY FOR PROPER EXECUTION, 'S?.o , a D n W Dish Washer I ~� ' . ••. APPROVALS AND COMPLETION OF WORK. ''- DWR Drawer ,. "'M ,. "�'7 ��< ��{7Y i r ice-a.° . �!'.�•�.'Y/..�`. DWG Drawing I ( ' I (� LIGHTING �C ELECTRICAL NOTES 7. GENERAL CONTRACTOR IS REQUIRED TO COORDINATE ALL WORK AND � .� Bldg Dept copy fromZBA EA Each , DEBRIS REMOVAL WITH TOWN, AS REQUIRED. '- .u+ Fg: o ��'' Final reviev� doCUments� � �!"�,,,ti � a�,.eE � o° ; , m w � ZBA File#• I`�f EL Elevation �r y ELEV Elevator `— �' .� I l I 1. ALL SWITCHES TO BE DIMMER TYPE "'"�� - .� �� d wC Date: y J ELEV Electrical `-- --"— — `� ` �V `"i`�-z.. 8. ALL ELECTRICAL WORK TO BE PERFORMED BY LICENSED 4 �EEa __ �;"E , �a Y ✓ - ENCST Encaustic i� I ��►�" �7 2 SEE LIGHTING PLAN FOR NUMBER OF SWITCHES FOR EACH CONTRACTORS. R i �/y ,.__0 \`��° 4� ' ^ EQ Equal ° . ii LIGHTING RUN AND GROUPINGS , � ;�^� ,.,,� EX'G Existing �� , �t i c 9. ALL CORRESPONDENCE AND PROJECT COMMUNICATION TO BE s dam"' t�,,. 1GL,r m¢ TES , EXT Exterior THROUGH ARCHITECT. EXTR Extruded '�s.. I 3 OUTLETS TO BE 18 ABOVE FINISH FLOOR UNLESS _ Sri o .- o C C FO Face of OTHERWISE NOTED �� t` R`� �� CRY ° � � FSTN Fasten 10. PROVIDE MEANS TO FURNISH AND INSTALL. o� � Q �`" m ,se e• r z yY6j �.,,`'jf'' " nrcE ,z necE bb y / r mcE a, z r,REc-� .,uE b �e p0 / FIN Finish SUPPLIED BY OWNER MEANS MAIN MATERIAL TO BE SUPPLIED BY 4 ALL OUTLETS TO BE WATERPROOF GA TYPE FIXT Fixture OWNER AND CONTRACTOR IS TO INSTALL IT AS DIRECTED. 3�EF FL'G noor Flooring tt 'NIC' MEANS NOT IN CONTRACT AND WILL BE FURNISHED AND a `ar ® Y REE ? FLUOR Fluorescent 2 5 SWITCHES TO BE 48" ABOVE FINISH FLOOR UNLESS '°" �" E ThtE FL OTHERWISE NOTED FPSC Fie Proof Self-Closing Or INSTALLED BY OTHERS. ° p� . '' B•1RFE p W,'iREF el FREE \VpEE FRM'G Framing 11. GENERAL CONTRACTOR TO PROVIDE BLOCKING AT ALL NECESSARY ©b° b FT Foot or Feet AREAS — INCLUDING AT HANDRAILS, FURNISHINGS, AND FIXTURES. FURR Furring41 GC General Contractor 0, CL Glass 12,GENERAL CONTRACTOR TO PROVIDE TWO (2) 10LB FIRE a GFI Ground Fault Interrupter , EXTINGUISHERS AT BEGINNING OF CONSTRUCTION AND MUST BE IN M � �. .; GWg Gypsum Wall Board PLAIN SIGHT AND ACCESSIBLE AT ALL TIMES. AP o Ell,- � `' HC Handicapped HWR Hardware i `• •/ % HWD Hardwood 13. GENERAL CONTRACTOR'S INSURANCE TO INCLUDE 13 HDR Handrail \? REED E•AE �/ .1. GENERAL LIABILITY HT Height 13.2. OCCURRENCE H °� HM Hollow Metal INCAND Incandescent 13.3. AUTO INCL Including 13.4. WORKERS COMP ] � N INT Interior OWNER TO BE NAMED AS ADDITIONAL INSURED PER ENDORSEMENTS CG P1��D \��\�00�0 PR OSED JAN Janitor 2010 AND CG 2037, COVERAGE SHOULD BE PRIMARY AND , 'u �� i GARA E JT Joint LAM'D Laminated NON—CONTRIBUTORY. WAIVER OF SUBROGATION TO APPLY FOR LT Light WORKERS COMPENSATION, GENERAL LIABILITY AND AUTO. ADDITIONAL LWT Lightweight ISNURED STATUS SHOULD ALSO APPLY TO AUTO. POLICY CONTAINS NOE, LIN Linear, Linen LP Low PointACTION OVER LABOR LAW EXCLUSION. MFR Manufacturer PROPOSED SITE SKETCH MBR Master Bedroom 14.SITE TO BE KEPT IN ORDERLY CONDITION THROUGHOUT MAT Material CONSTRUCTION. NTS MAX Maximum MC Medicine Cabinet LIGHT SCHEDULE 15.WINDWARD ROAD TO BE KEPT CLEAR AND IN GOOD CONDITION MTL Metal M Meter THROUGHOUT CONSTRUCTION. MICRO Microwave TAG TYPE MANUFACTURER MODEL ACCESSORIES FIN WATTAGE LAMP CITY NOTES MIN Minimum 16,DEBRIS TO BE CLEARED REGULARLY FROM THE SITE AND DISPOSED MIR Mirror OF AS PER TOWN ORDINANCES. DRAWING SYMBOLS MTD Mounted B NA Not Applicable NEC Necessary L26 SURFACE MOUNT FIXTURE 3 17. WORK HOURS ARE TO BE AS PER TOWN REGULATIONS. Drawing No. NOM Nominal L27 WALL MOUNTED FIXTURE 3 CONTROLLED BY MOTION DETECTOR NIC Not in Contract # Sala e DRAWING TITLE NTS Not to Scale QC On center BUILDING DEPARTMENT NOTES OP'G Opening S1 SOLATUBE — STANDARD SOLATUBE 160 DS — 2 OPP Opposite 1. THIS ENTIRE CONSTRUCTION IS FOR A RESIDENTIAL OCCUPANCY. PT, PTD Paint„ Painted �. .— COLUMN LINES PT, Panel 2 ALL DOORS MUST COMPLY WITH REGULATIONS REGARDING PARTIN, PTN Partition NON—COMBUSTIBLE MATERIALS Drawing No. PLAS Plaster SECTION KEY R AM PPlaasttic Laminate GARAGE FINISH LEGEND 3 ALL WOOD TO BE USED IN THE CONSTRUCTION SHALL BE FIRE RETARDANT TREATED WOOD Sheet No. PLEXI Plexiglas PLY Plywood TAG DESCRIPTION MANUFACTURER SIZE (IN.)te FINISH COLOR SEAL NOTES QTY Quantity „ 4. ALL ELECTRICAL WORK SHOWN TO BE FILED UNDER SEPARATE �—Drawing No. R Relocated WD1 VERTICAL WOOD SIDING 5 APPLICATION BY THE ELECTRICIAN WITH THE BUREAU OF ELECTRICAL X# INTERIOR ELEVATION RAD Radius, Radiator WD2 VERTICAL WOOD SIDING 5' CONTROL. Sheet No. RECT Rectangular REF Refrigerator REV ISSUE A RCP Reflected Ceiling Plan AREA OF SPACE DOB Issue 03105/2018 RECI'D Requ'�ired T20 FLOOR TILE PORCELANOSA # SF Variance Issue 01 05/2020 RM Room SCHED Schedule SECT Section SH Shelf R1 GLASS SOLAR TILES TESLA 8.625" x 14" SMOOTH BLK — Drawing No. DETAIL KEY SIM Similar _ SC Solid Core R2 GLASS TILES TESLA 8.625" x 14" SMOOTH BLK Sheet No. SP Solid Surfacing SPEC Specification SS Stainless steel ST Stone # WINDOW NUMBER STL Steel STN Stain GARAGE WINDOW SCHEDULE STOR Storage ACCESSORY NUMBER STRUCT Structural, Structure TAG DESCRIPTION MANUFACTURER MODEL SIZE ROUGH OPENING (RO) FIN QTY NOTES 7 SURR Surround SUSP Suspended C11 CLAD CASEMENT MARVIN CUCA 4064 40" x 63 1/8" 41" x 63 5/8" NTL/BLK 1 REVISION NUMBER T Tile T Telephone W12 CLAD AWNING MARVIN CUAWN 4040 40" x 39 1/8" 41" x 39 5/8" NTL/BLK 2 LIGHTSWITCH Title Sheet TERR Terrazzo X�—XE� DIMENSION THK Thick, Thickness A TBD To Be Determined Schedules T&B Top and Bottom DATUM,TO Top of ALIGN OUTLETS AND TYP Typical DOOR SCHEDULE CONTROL ELEVATION UON Unless Otherwise Noted I PROXIMITY WHERE IN N U/S Underside LOCATION FRAME THRESHOLD HWR VCT Vinyl Composition Tile x I � MAIN ENTRY Vertical MARK TYPE WIDTH HEIGHT THK MTL FIN MAT HEAD JAMB FIN MAT DTL SEAL SET COMMENTS OUTLET "' s ' "' DATE: 9.04.18 VENT Veneer _ _ ,� z 0 ALTERNATE ENTRY ," ! VIF Verify In Field C1 GARAGE DOOR 9'-0" 8'-0" 1 3/4" MTL/GL PTD MTL PTD X i o F�cEYM. OJECT NO: BPA1704 W Width _ _ N VWG BY: GP W/ With C2 ENTRY — SWING 3'-0" 7'-0" 1 3/4" WD PTD WD PTD NORTH ARROW eQr CHK BY: GP WC Water Closet yy/p Washer/Dryer I I I DWG N0: WP Waterproof(ing) STANDARD DEVICE DIMENSIONS EP A-000 WT Windot 3 1 2" SC. ° . Window / �� ELECTRICAL PANEL WNDW ,�•.. � oo WD Wood CADO FILE N0: I9 A' +nN.sw 1 2 3 4 5 1 of 7 A.100 3 RQQF_ 20'-0" 28'-0„ Frisco Garage CN 290 Windward Rd N EF# R1 29 Orient Point , NY D W12 D GARAGE o WD T20 T.O. PLATE 9'-3" o brutes � 6' /h WD o —�- _._ Ira �I 10 N N 28 29 0 N Q 256 Union St #1 30 28 Brooklyn NY 11231 T: 718.809.9152 WATER SPIGOT--IIL I L � 1 j gprisco@brutuspark.com T.O. %a 0,�„ o 0 GRADE b'-0 a, a a, CONTRACTOR - - - - - - - - - - - - - - - - -- - - - - - - - I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- — I - -- -- -- -- -- -- -- -- -- -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ � EAST ELEVATION \ G11 \ Bid De SOUTH ELEVATION N N 9 Pt copy from zgq 3 2 I I Final reviewed documents 1/4 SC. _ 7 N 3'_5" 5'-3 1/2" N Date: /1 /.Sta3.J 5 PLAN A.100 R.O. C 1 1/4" SC. C S1 S1� 4CP R1 EQ 14'-0" EQ W12 • R-1 OR R-2 GLASS SOLAR ROOFING •3/4" PLYWOOD SUBSTRATE •2 x 10 ROOF JOISTS ® 16" O.C. •5/8" CEMENT BOARD FINISH C11 •2 x 8 JOISTS @ 16" O.C. WD WD 9'-3" TOP OF SILL 30 I I I I I I • 5/8" CEMENT BOARD B B � - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - � �- - -- - - - - - - - - - - - - - - - - -- - - - - - - - - --� • 2 x 6 STUDS @ 16" O.C. • SIMPSON STRONG TIE 'TWB' DIAGONAL WALL ELEVATION BRACING NORTH ELEVATION • 5/8" PLYWD SHEATHING SC. OWEST 1/4" SC. • 11QU4 WOOD APPLIED DIAGON ON(45I) FURRING STRIPS BARRIER WATER ® 12" O.C. 4'-3" • WD-1 VERTICAL WOOD PLANKING SOLA TUBE 2 x 'sO.C. - 40 ( ) 2 8 ® 32" O REV ISSUE DATE SISTER AROUND ROOF JOISTS DOB Issue 09/06/2018 ` Variance Issue 01/05/2020 • 4" CONIC SLAB " 2 z 8's ® 16" O.C. • 6 x 6 WELDED WIRE MESH - MIN 1/2" COVER 3-0 LO OVERLAP AND `` -- STORAGE THRU-BOLT JOISTS _ • 4" SAND 3'-0" (MIN) • 6 MIL POLYETHYLENE VAPOR BARRIER N -- • 6" CRUSHED STONE FILL o - - - - - -- - - — — — — — — — — — — I 0'-2" TOP OF SLAB (3) 2 x 12 COMPOSITE I I •. GRADE BEAM I 6 s I-1 J 1=1 11=1 11=►' W I F I I .a11- ~ 4" STEEL LALLY COLUMN I ( M I I I I • 8" CONC. WALL W POLYURETHANE LIQUID Plan, Elevations GARAGE I 1--LINE OF BEYOND GARAGE DR I ( I 4.. MEMBRANE WATERPROOFING A A I I I I Sections • CONC FOOTING W CAPILLARY BREAK W MTL REBARS AS PER CODE - MIN. 48" BELOW GRADE •a.. •4" DRAIN PIPE SEAL 41 E DATE: 9.04.18 12" CONIC SO NOTUBE ( I • 3/4" STONE SURROUND (TYP) dY/ P OJECT NO: BPA1704 M.FOOTING F.A a a.. •GEO-FABRIC WRAP '�` ' Y �''s �t�° G BY: GP a co CHK BY: GP SC. `;� ;.i DWG NO: SECTION WALL SECTION Q p � A- 10 oo 0 CADO FILE NO: 3 of 03 1 2 3 4 5 �rrrr.rr _ LEGEND # « , **too #9 t%40114K 00W. M ° t " Prisco Garage g Of4i f � r. Windward RdU"ft a orient Point NY 9 f D t � � D row #NWW 1 I ' 'C tv is# n#0 o � - w 00 W# 60*oft*" *aw awv"w **=No "Ovft 4"*""*sox brutus � . e"Mov M%*1vo 256 Union St #1 Brooklyn NY 11231 00 ow p T: 718.809.9152 � U �, " , m gprisco@brutu spark.corn wow vwft 44M *A*#'*'tt V" 4 v ti'' * *�. . . . � . m {' CONTRACTOR HomeWork Inc rum 90 Bridle Ct gut 00► . :. I' y 935 Cutchogue, NY 11 . . -f - `. T: 347.258.8642 sckaplan@hotmaii.com v � A ' O A ti arwwrrra wieu C C p ' „ ,._ " ' ' t , *;* vats#* iftw �4 . at .. s £" 'vw % #* y� 5 5 �a F * to *' a � -x . �' to , 1*At ova ' . r#4 9two" .,, 4*4*M ems. St*XWAW W wit CAMS ft FV"40 11111040 400W 404AN04A#44# 0 . . .` *0`' � 'Rw 40 a *pig too 0. ' B ,` 40 B ow x KK. s FM IM &W 00 now MAWAW W- 11$04'A",#10, *^Ir" "Xft twowwf tw"'��At 0 eft 00 ot*0 vC~#(to Im ft fulwoix0ouk", REV ISSUE DATE 1t# 1 ' r w DOB Issue 09/06/2018 PLOW,0WROMM W1 XAk' f, Variance Issue 01/05/2020 ' 1 ! : . D Now, Permit Issue 12/12/2020 „ TO"Of "ill P , . . � ,, .. �- FANR 0 Of now W Wrv. . . : UH It 00 � A � Fema Map , A MAC MW fish . . r �..�,w�,,. � �� .�;,-�,��.��.,� ,�� „�M.. t w " ;< SEAL PROJ.DATE: 9.04.18 a. ` MAP G��O�rF��:Y '"' PROJECT NO: BPA1704 COW 0.. t �, NSU , WG BY: GP 444 vat* H K BY: GP 3 WG 0: A-001 on k y� �y ! CADO FILE NO: 1 2 3 4 5 ��3 2 of 3 7 A.100 3 — .RQ L 20'-0" 28'-0» 21'-10" 3 -0 3'-2" 3'-2" Prisco Garage N 290 Windward Rd I N R1 29 Orient Point , NY D W12 1 D GARAGE o Wp T20 T.O. PLATE 9'-3" ILI O brutus � a D . Wp o �- o ' O I ; 0 I 256 Union St #1 00 28 Brooklyn NY 11231 T: 718.809.9152 WATER SPIGOT gprisco@brutuspcirk.com T.O. 0'-2B o 0 GRADE 0'0 a, ILLJ CONTRACTOR HomeWork Inc 90 dle Ct - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - --� Cutchoue, Cutchogue, NY 11935 cll � T: 347.258.8642 SOUTH ELEVATION EAST ELEVATION C11 3 1/4" Sc. 2 1/4" Sc. i' N sckaplanC�hotmail.com 7 N 3f-5" 5-3 1/2" N 5 _ PLAN 0 A.100 R.O. C 1/4" SC. C S1 S1 4� R1 EC Ir 14'-0" EQ W12 • R-1 OR R-2 GLASS SOLAR ROOFING • 3/4" PLYWOOD SUBSTRATE • 2 x 10 ROOF JOISTS 0 16" O.C. • 5/8" CEMENT BOARD FINISH C11 • 2x8 JOISTS 016" O.C. WD WD 9'-3" TOP OF SILL 30 I I I I ► I B - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� x CEMENT BOARD B 9 2 x 6 STUDS 0 16" O.C. • SIMPSON STRONG TIE 'TWB' DIAGONAL WALL BRACING NORTH ELEVATION O WEST ELEVATION • BRA BRA PLYWD SHEATHING 1/4" SC. 1/4" SC. • LIQUID APPLIED SILICONE AIR & WATER BARRIER . 1 x 4 WOOD DIAGONAL (45°) FURRING STRIPS 9 12" O.C. 4=3" • ND-1 VERTICAL WOOD PLANKING SOLA TUBE 40° (2) 2 x 8's 0 32"O.C. - SISTER AROUND ROOF REV ISSUE DATE JOISTS DOB Issue 09/06/2018 Variance Issue 01/05/2020 Permit Issue 12/12/2020 f " 2 x 8's 0 16" O.C. • 4" CONC SLAB 3-0 OVERLAP AND • 6 x 6 WELDED WIRE MESH - MIN 1/2" COVER STORAGE THRU-BOLT JOISTS • 4" SAND 3'-0" (MIN) - • 6 MIL POLYETHYLENE VAPOR BARRIER `1 --- -- • 6" CRUSHED STONE FILL CD I — - - - - - - - - - - -I 0' 2" TOP OF i I (3) 2 x 12 COMPOSITE I I I AD — L• GR E 1--BEAM 6 �-1 II—ITi II�IIIIIi—I II 4" STEEL LALLY COLUMN °- I I I i • • • 8" CONC. WALL W POLYURETHANE LIQUID Plan, Elevations A a I GARAGE I �—LINE OF BEYOND GARAGE DR I I ( A 9.. MEMBRANE WATERPROOFING Sections • • CONC FOOTING W CAPILLARY BREAK I I W MTL REBARS AS PER CODE - I I MIN. 48 BELOW GRADE - • 4" DRAIN PIPE SEAL E PROJ.DATE: 9.04.18 •:.. • 3 4 STONE SURROUND TYP 12" CONC SONOTUBE I ( d • / " ( ) x PROJECT NO: BPA1704 FOOTING u w.. • GEO-FABRIC WRAP ` ' °C' " � Yt>LY hl. /n��', DWG BY: GP )v C K BY: GP 1 SECTION WALL SECTION s , 41'� f a _ 7 --- 3 4" SC. A 10 0 0 0 1/4" Sc.SC. / 1 2 3 CADO FILE NO: t� 3 of 03 ABBREVIATIONS AFF Above Finish Floor AP Access panel ELECTRICAL & LIGHTING LEGEND DRAWING LIST ACT Acoustical Ceiling Tile ADD'L Additional 9.06.18 ADJ Adjacent, AJjustable � DUPLEX OUTLET A.000 TITLE SHEET & SCHEDULES A.001 FEMA FLOOD MAP 9.06.18 Long Island Sound AC Air Conditioning ALUM Aluminum � DUPLEX OUTLET ® X" AFF & And A.100 PLAN, ELEVATIONS, SECTIONS 9.06.19 L Angle WATERPROOF DUPLEX OUTLET C r I s c o G a r a g e A CH, Anodized( ) �� , 290 Windward R d ARCH, ARCH'T Architect oral DEDICATED OUTLET - INSTALL AS PER 4'y- ® At MANUFACTURERS INSTRUCTIONS „" . �\.. AXO Axonometric B Base ' _ ,' Orient Point , NY ® CABLE TV CONNECTION O� ,� BSMT Basement GENERAL NOTES BM Beam ® RECESSED DOWNLIGHT 'S _;,: � .a \ " SAP \` D D BR Bedroom 1. SCOPE OF WORK SHALL NOT BE LIMITED BY THE DRAWINGS, BUT fl - .. � BTWN Between ® WATERPROOF RECESSED DOWNLIGHT .. SHALL INCLUDE ANY AND ALL WORK NECESSARY TO FACILITATE THE {��°" .�.<_\\ � �' BD Board e BS&A Bd of Standards do eels PENDANT FIXTURE INTENT OF THE DOCUMENTS. ? a' ..`: BOTT, BO Bottom (of) SURFACE MOUNTED FIXTURE 2. GENERAL CONTRACTOR SHALL CHECK AND VERIFY IN FIELD ALL "" " '°N.. '` BLDG Building WALL MOUNTED FIXTURE DIMENSIONS, NOTES AND CONDITIONS SHOWN ON DRAWINGS BEFORE CAB'T Cabinet, Cabinetry CH Ceiling He" ht ANY CONSTRUCTION WORK IS STARTED AND SHALL NOTIFY ? ; 9 9 ARCHITECT OF DISCREPANCIES, OMISSIONS, AND/OR CONFLICTS �„ .. CPT Caret . O MOTION DETECTOR < <,« P ,w BEFORE PROCEEDING. ALL WORK TO BE DONE IN ACCORDANCE WITH CLG Ceiling THERMOSTAT ° �> Unit CODE ARTICLE 19 AND ALL OTHER REGULATIONS OF ALL OTHER ' y >CMU Concrete Mason" r CTR Center AGENCIES HAVING JURISDICTION. bi ;,\,,, (L Center Line w WALL SWITCH CT Ceramic Tile 1 3. ALL DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. ° > CL Closet 1 � DIMMER SWITCH ZO:Y' G N11A;•' CLR Clear SEE WIRING LAYOUT FOR INDICATIONS OF SINGLE AND 3} ' ; BLOCK r°�= 12 256 Union St 1 COL Column 4 DO NOT SCALE DRAWINGS - WRITTEN DIMENSIONS GOVERN. LARGE _r,, _ CK 3 e_.ut: .3 COLRD Coordinate 3-WAY SWITCHES SCALE DRAWINGS GOVERN SMALL SCALE. Brooklyn NY 11231 ' T: 718.809.9152 CONST CONC Concrete t 5. ALL PLAN DIMENSIONS ARE TO THE NEAREST 1 4". COND Condition I , S1 SOLATUBE 160DS / gprisco©brutu spark.corn R Construction � i �„° CONT Continuous } I !s ga'o2`ao" CORR Corridor I 6. GENERAL CONTRACTOR MUST COMPLY WITH ALL RULES AND - WP WATERPROOF „.G; 30,2p DTL Detail ,,: 1 ! t ' `�, " " REGULATIONS OF AGENCIES HAVING JURISDICTION. THIS COMPLIANCE DIA Diameter ( 1 I X DEVICE TO BE X ABOVE FINISH FLOOR INCLUDES, BUT IS NOT LIMITED TO, ALL TOWN, VILLAGE, STATE AND DIFF Diffuser } FEDERAL CONSTRUCTION, SAFETY, SANITARY LAWS, STATUTES, o ✓ I j CONTRACTOR DIM Dimension CODES AND ORDINANCES AND BUILDING STANDARD SPECIFICATIONS. DR Door CEILING HEIGHT MARKER ° ^ j' DBL Double GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED DN Down f k� b �""`"' � PERMITS AND INSPECTIONS NECESSARY FOR PROPER EXECUTION, �Z �� ,�,,,,4x��, � '$z•oo. ( , I -' ° *- �' �• APPROVALS AND COMPLETION OF WORK. DW Dish Washer 1 ""`^-~� ,•. DWR Drawer { w�.• rw^«". r�s,°•t I<` 2? s a r_,__Kr _ `ry U•1kkY aR••'IRfF Y` � tin", DWGDrawing , e!{i"r..•"^,..+"'..'•.-' • w ,..,: ..� i EA Each ' , t � LIGHTING & ELECTRICAL NOTES 7. GENERAL CONTRACTOR IS REQUIRED TO COORDINATE ALL WORK AND ----? « '✓ sam s P " o ,s� .• ( --- DEBRIS REMOVAL WITH TOWN, AS REQUIRED. EL Elevation �- ELEV Elevator ' � �. .-`�" °»' -fir 1. ALL SWITCHES TO BE DIMMER TYPE .. ..--- r, 8. ALL ELECTRICAL WORK TO BE PERFORMED BY LICENSED _. f ` ' ELEC Electrical I 4 ;�'-- + __r j ENCST Encaustic °�" i C� `. CONTRACTORS. r i EQ Equal ' �,, - "" 2. SEE LIGHTING PLAN FOR NUMBER OF SWITCHES FOR EACH 2 flFf R 4 4 LIGHTING RUN AND GROUPINGS . F,' EX'G Existing ""�, 9. ALL CORRESPONDENCE AND PROJECT COMMUNICATION TO BE a � EXT Exterior .. .. r4" r_,°•:k,,: ! THROUGH ARCHITECT. u - � EXTR Extruded �r< _ ;4 T` "�- FO Face of 3. OUTLETS TO BE 18 ABOVE FINISH FLOOR UNLESS �- C FSTN Fasten f r n `p / 1 C OTHERWISE NOTED �' ^ 10. PROVIDE MEANS TO FURNISH AND INSTALL. _ `°' R E ,yam {. 1 //FF xr..'4:l % N I / R9•:0..�.G.ya�, 1 u /r FIN Finish 4. ALL OUTLETS TO BE WATERPROOF GFI TYPE 'SUPPLIED BY OWNER' MEANS MAIN MATERIAL TO BE SUPPLIED BY FIXT Fixture OWNER AND CONTRACTOR IS TO INSTALL IT AS DIRECTED. " FL Floor _ o ' cnr 7 'v,;'" P FL'G Flooring 5. SWITCHES TO BE 48" ABOVE FINISH FLOOR UNLESS NIC MEANS NOT IN CONTRACT AND WILL BE FURNISHED AND FLUOR Fluorescent Fire Proof��If-eosin Dr � OTHERWISE NOTED c, �, n: INSTALLED BY OTHERS. w,..• ,.r— FPSC 9 FRM'G Framing �, ;:=:�,� �;.-k� ,e�,,,: d•°'FF°�� 'r� 11. GENERAL CONTRACTOR TO PROVIDE BLOCKING AT ALL NECESSARY y'` `• 1 =�` sE' - � -b .',, FT Foot or Feet AREAS - INCLUDING AT HANDRAILS, FURNISHINGS, AND FIXTURES. FURR Furring °•:u_.��: GC General Contractor GL Glass 12. GENERAL CONTRACTOR TO PROVIDE TWO 2 10LB FIRE �� •,"Era 4 ti" GFI Ground Fault Interrupter EXTINGUISHERS AT BEGINNING OF CONSTRUCTION AND MUST BE IN6 GWB Gypsum Wall Board PLAIN SIGHT AND ACCESSIBLE AT ALL TIMES. HC Handicapped HWR Hardware 1 �Ba?9• 713` „; <,.- ��;�/ � a�<M: HWD Hardwood 13.GENERAL CONTRACTORS INSURANCE TO INCLUDE ,14 - a ' HDR Handrail �, :. f : y/ `7 `d•.k" i` �'i 13.1. GENERAL LIABILITY HT Height HM Hollow Metal 13.2. OCCURRENCE INCAND Incandescent 13.3. AUTO i _ INCL Including 13.4. WORKERS COMP raj�1 ".r� o'er ' '" INT Interior Iva, �o�oo�°}. OWNER TO BE NAMED AS ADDITIONAL INSURED PER ENDORSEMENTS CG rj ` , ` ,,r PROPOSED JAN JanitorGARAG E JT Joint 2010 AND CG 2037. COVERAGE SHOULD BE PRIMARY AND � '�=� 4�'�- - LAM'D Laminated . (� `� LT Light NON-CONTRIBUTORY. WAIVER OF SUBROGATION TO APPLY FOR �.- LWT Lightweight WORKERS COMPENSATION, GENERAL LIABILITY AND AUTO. ADDITIONAL ,N I "� <S LIN Linear, Linen ISNURED STATUS SHOULD ALSO APPLY TO AUTO. POLICY CONTAINS NO LP Low Point. ACTION OVER LABOR LAW EXCLUSION. MFR Manufacturer r MBR Master Bedroom OfN ROPOSED SITE SKETCH 14.SITE TO BE KEPT IN ORDERLY CONDITION THROUGHOUTMAT MaterialCONSTRUCTION. TS MAX Maximum MC Medicine Cabinet LIGHT SCHEDULE 15. WINDWARD ROAD TO BE KEPT CLEAR AND IN GOOD CONDITION MTL Metal M Meter THROUGHOUT CONSTRUCTION. MICRO Microwave TAG TYPE MANUFACTURER MODEL ACCESSORIES FIN WATTAGE LAMP QTY NOTES MIN Minimum 16.DEBRIS TO BE CLEARED REGULARLY FROM THE SITE AND DISPOSED MIR Mirror MTD Mounted OF AS PER TOWN ORDINANCES. DRAWING SYMBOLS B NA Not Applic-able B NEC Necessary L26 SURFACE MOUNT FIXTURE 3 Drawing No. 17.WORK HOURS ARE TO BE AS PER TOWN REGULATIONS. NOM Nominal L27 WALL MOUNTED FIXTURE �it 3 CONTROLLED BY MOTION DETECTORDRAWING TITLE NIC Not in Contract NTS Not to Scale # e OC On center BUILDING DEPARTMENT NOTES OP'G Opening S1 SOLATUBE - STANDARD SOLATUBE 160 DS - 2 1. THIS ENTIRE CONSTRUCTION IS FOR A RESIDENTIAL OCCUPANCY. OPP Opposite PT, PTD Paint, Painted 0I..—. COLUMN LINES PNL Panel 2 ALL DOORS MUST COMPLY WITH REGULATIONS REGARDING �� PARVN, PTN Partition NON-COMBUSTIBLE MATERIALS Drawing No. PLAS Plaster ` SECTION KEY PLAM Plastic Laminate GARAGE FINISH LEGEND 3 ALL WOOD TO BE USED IN THE CONSTRUCTION SHALL BE FIRE R Plate PLEXI Plexiglas RETARDANT TREATED WOOD Sheet No. PLY Plywood TAG DESCRIPTION MANUFACTURER SIZE (IN.) FINISH COLOR SEAL NOTES QTY Quantity 4. ALL ELECTRICAL WORK SHOWN TO BE FILED UNDER SEPARATE �—Drawing No. R Relocated APPLICATION VERTICAL WOOD SIDING 5" APPLICATION BY THE ELECTRICIAN WITH THE BUREAU OF ELECTRICAL X# INTERIOR ELEVATION RAD Radius, Radiator WD2 VERTICAL WOOD SIDING 5 RECT Rectangular CONTROL. Sheet No. REF Refrigerator REV ISSUE DATE RCP Reflected Ceiling Plan # AREA OF SPACE Issue 03105/2018 REQ'D Required T20 FLOOR TILE PORCELANOSA SF RM Room SCHED Schedule SECT Section SH Shelf R1 GLASS SOLAR TILES TESLA 8.625" x 14" SMOOTH BLK - Drawing No. SIM Similar SC Solid Core R2 GLASS TILES TESLA 8.625" x 14" SMOOTH BILK - . DETAIL KEY Sheet No. SP Solid Surfacing SPEC Specification SS Stainless steel # WINDOW NUMBER ST Stone STL Steel STN Stain GARAGE WINDOW SCHEDULE STOR Storage — ACCESSORY NUMBER STRUCT Structurcl, Structure TAG DESCRIPTION MANUFACTURER MODEL SIZE ROUGH OPENING (RO) FIN QTY NOTES SURR Surround 7" SUSP Suspended C11 CLAD CASEMENT MARVIN CUCA 4064 40" x 63 1/8" 41" x 63 5/8" NTL/BLK 1 e Q REVISION NUMBER T Tile TEL Telephone W12 CLAD AWNING MARVIN CUAWN 4040 40" x 39 1/8" 41" x 39 5/8" NTL/BLK 2 TEL �-•�-- Title Sheet TERR Terrazzo X -X TFIK Thick, Thickness A TBD To Be Determined DIMENSION T&B Top and Bottom A Schedules TO Top of ALIGN OUTLETS AND DATUM, Np Typical DOOR SCHEDULE o z SWITCHES WHERE IN CONTROL ELEVATION LION Unless Otherwise Noted U S Underside; LOCATION FRAME THRESHOLD HWR N PROXIMITY VCT Vinyl Composition Tile MAIN ENTRY _%,; Vertical MARK TYPE WIDTH HEIGHT THK MTL FIN MAT HEAD JAMB FIN MAT DTL SET COMMENTS ' ' �� VERT � OUTLET SE � T ��'� VEN Veneer - - DAT 9.04.18 VIF Verify In Fie;d C1 GARAGE DOOR 9'-0" 8'-01, 1 3/4" MTL/GL PTD MTL PTD X �., z 0 ALTERNATE ENTRY ;: ;:E!N. kiS `( VI width - i o o``�� s o l° PR JECT NO: BPA1704 W/ with C2 ENTRY - SWING 3'-0" 7'-0" 1 3/4" WD PTD WD PTD - w &WG BY: GP Water Closet NORTH ARROW ( CHK BY: GP WC ® W/D Washer/Dryer DWG N0: WP Waterproof(ing) STANDARD DEVICE DIMENSIONS EP .�W f WeighteN WNDW Weight 3 �� ELECTRICAL PANEL t A-000 . ' v (Ira CADO FILE NO: WD Wood ' "v 1 2 3 4 5 �` _ ....._.. 1 of 3 NOTIE"S T-111). U'SA"AS L E G IN 0 's F*'* is, VNo'--�'mmmm@ m-' m"mm\'-,"0 't.4 a A, 01 k"N"I A A *mmv�m m+=Amm"'t dmmmliklk� At emmomma icat* iD gowtaAm, -*Om 'W NNA""k, NkAll, 3 X-- A 'ft" f0pa""y *too bo imom"m %mv, "mmo g* amms, "am t"- I t omwftm �'qwftm4"�\mmakm\\\\\mve*%404 C' ~dwmn� *x "%W� Prisco Garage M v� a, MAW WNW, AM%A' 4-IN&O 1b Mhvft At"awwm "c' v**v �vxama\ n"' *04 ta 'n -a", sow%, 0*4,0 -A MA *ww'I B&C'. 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IX. U 0223 A-001 .4,)ut \ CADO FILE NO: 1 1 2 1 3 1 4 1 5 . .... 2 of 3 A.100 7 3 ROOF 20'-0" 28 _0 F i _-D- 0 2' Frisco Garage Windward Rd CN R1 Orient Point , NY D W12 D GARAGE -J.0. PLATE 9'-3" j E \ Ulu ' .. S m \a.,.. ice.._...... � \� \y \�.. \\ ' ' ', --- - 256 Union St #1 Ib �• Brooklyn NY 11231 L _____ _ ", T: 718.809.9152 _._.•_._�._..•_______ry �----- �1 _____-______— ,~ � gip r i s c o©b ru t u spark.c o m I_._ __T.O. SLAB 0'-2" CD GRADE Lill CONTRACTOR I I I I - - - - - - -- -- -- - - - - - - - - - - - - - - - -- - - - - - -- - - -- - - - - - - - - - - - - - - - - - _ __ _ _ _ _ _ _ __� c EAST ELEVATION- I SOU_i.€1 ELEVATION __ _ I 'i.0, f i . .._.._.._.__.___..___...._. // j' ....__...._..........._..........._..._C ____... ...__ ._._.....______.__.._._......._.. S1 S1 4CP R1 EQ 14'-0" EQ W12 - •R-1 OR R-2 GLASS SOLAR ROOFING 03/4" PLYWOOD SUBSTRATE n 2 x 10 ROOF JOISTS 0 16" O.C. • 5/8" CEMENT BOARD FINISH CC 1 92 x 8 JOISTS ® 16" O.C. __.._.____.____._._..__ _...__.__..____.._._.......... 9-3 TOP OF SILL -$,- 30 �� • 5/8" CEMENT BOARD' - - •2x6 STUDS ® 16" O.C. • SIMPSON STRONG TIE TWB DIAGONAL WALL I 1 • 5BRACING LYWD SHEATHING • LIQUID APPLIED SILICONE AIR & WATER BARRIER • 1 x 4 WOOD DIAGONAL (450) FURRING STRIPS 12" � I • 1 D VERTICAL WOOD PLANKING NOR"..I__I ELEVATION $��S I.._E�A�`C�N 1 4>t C, 04 1 14" SC. • 5/8" CEMENT BOARD • 2 x 6 STUDS ® 16" O.C. • SIMPSON STRONG TIE 'TWB' DIAGONAL WALL 41-3 BRACING • 5/8" PLYD SHEATHING • LIQUID APPLIED SILICONE AIR & WATER BARRIER . 1 x 4 WOOD DIAGONAL (45°) FURRING STRIPS ® 12" O.C. • WD-1 VERTICAL WOOD PLANKING SOLA TUBE 2 x 8's ® 32" O.C. 40 ( ) 2 REV ISSUE DATE SISTER AROUND ROOF JOISTS DOB Issue 09/06/2018 i 2 x 8's ® 16" O.C. • 4" CONIC SLAB " 3-0 OVERLAP AND • 6 x 6 WELDED WIRE MESH - MIN 1/2 COVER `` LO STORAGE THRU-BOLT JOISTS � � • 4" SAND ___......_._. 3 �� _0 (MIN) • 6 MIL POLYETHYLENE VAPOR BARRIER " --- -- • 6" CRUSHED STONE FILL cli b • : . . - - --- - - - - - - - - - - - - - - -i I 0'-2" TOP OF SLAB GRADE (3) 2 x 12 COMPOSITE I I BEAM I 6 -�- •:.:;�' s :' I II 111 T T R I I I a • M an II `�' • IF- 4" STEEL S1EL LALLY COLUMN o 8" CONC. WALL W POLYURETHANE LIQUID Plan Elevations GARAGE [---LINE OF GARAGE DR I I I •.• 9' MEMBRANE WATERPROOFING �+ . A o I I I BEYOND I .: .,' A S e Ct o n S I I I i t I � : ..• .s . • • CONIC FOOTING W CAPILLARY BREAK W MTL REBARS AS PER CODE - MIN. 48" BELOW GRADE • 4" DRAIN PIPE SEAL &- I. E DATE: 9.04.18 " 4 • 3 4" STONE SURROUND TYP �G\STER, ROJECT NO: BPA1704 12 CONC SONOTUBE I I •.n • ' +a•p .• • GEO-FABRIC WRAP ( ) Q� EOFF� 4 � WG BY: GP FOOTING ' co c, = DWG NO: SECTIUN WALL SECTION A 1 0 0 3/4-- S(l/Ar-sc- r 1 CADO FILE NO: 1 2 3 4 5 x of xx ,y•.,.Jaime ABBREVIATIONS F Access Floor cess panel AP ELECTRICAL & LIGHTING LEGEND DRAWING LIST ACT Acoustical Ceiling Tile ADD'L Additional ADJ Adjacent, Adjustable DUPLEX OUTLET A.000 TITLE SHEET & SCHEDULES 9.06.18 AC Air Conditioning A.001 FEMA FLOOD MAP 9.06.18 Long island Sound ALUM Aluminum DUPLEX OUTLET ® X" AFF . L Angle WATERPROOF DUPLEX OUTLET A.100 PLAN, ELEVATIONS, SECTIONS 9.06.18 i P r I S C o Garage ANOD Anodized C� ARCH, ARCH'T Architectural) DEDICATED OUTLET - INSTALL AS PER 290 Windward R d ®0 Axonometr'c At MANUFACTURER'S INSTRUCTIONS G Rio B Base ® CABLE TV CONNECTION Orient Point N Y GENERAL NOTES ,r BSMT Basement 4 �!`Q,:.- `, BM Beam �f 'i� w D D BR Bedroom ® RECESSED DOWNLIGHT 1. SCOPE OF WORK SHALL NOT BE LIMITED BY THE DRAWINGS BUT w BLK' Between ® WATERPROOF RECESSED DOWNLIGHT ' BLK'G Blocking SHALL INCLUDE ANY AND ALL WORK NECESSARY TO FACILITATE THE �^ � • - ,.,-;.�•-. tb� '� BD Board INTENT OF THE DOCUMENTS. ' a BS&A Bd of Standards&Appeals PENDANT FIXTURE <, BOTT, BO Bottom (of) SURFACE MOUNTED FIXTURE 2. GENERAL CONTRACTOR SHALL CHECK AND VERIFY IN FIELD ALL h I BLDG Building WALL MOUNTED FIXTURE DIMENSIONS NOTES AND CONDITIONS SHOWN ON DRAWINGS BEFORE ANY CONSTRUCTION WORK CAB'T Cabinet, Cabinetry ✓1 0 S STARTED AND SHALL NOTIFY CH Ceiling Height CPT Carpet M0110N DETECTOR ARCHITECT OF DISCREPANCIES OMISSIONS AND/OR CONFLICTS CTS . v - , � , CLG Ceiling BEFORE PROCEEDING. ALL WORK TO BE DONE IN ACCORDANCE WITH ' CMU Concrete Masonry Unit �T THERMOSTAT CODE, ARTICLE 19, AND ALL OTHER REGULA1IONS OF ALL OTHER CTR Center tu Center lineAGENCIES HAVING JURISDIC110N. , . bru ;� I i?•. ,. 11 . CT Ceramic Ti'e �o WALL SWITCH S }; CL Closet ,♦ 3. ALL DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. CLR Clear `� CD ( DIMMER SWITCH ZONIN3 MAP COL Column `�� SEE WIRING LAYOUT FOR INDICATIONS OF SINGLE AND 4 DO NOT SCALE DRAWINGS - WRITTEN DIMENSIONS GOVERN. LARGE SECTION 19 BLOCK 1 LOT 12.3 256 Union St #1 COORD Coordinate 3-WAY SWITCHES SCALE DRAWINGS GOVERN SMALL SCALE. Brooklyn NY 11231 CONC Concrete y COND Condition 1 S1 SOLATUBE 160DS 5. ALL PLAN DIMENSIONS ARE TO THE NEAREST 1/4'. T: 718.809.9152 CONSTR Construction � CONT Continuous , 15° gprisco@brutu spark.corn .�� 6. GENERAL CONTRACTOR MUST COMPLY WITH ALL RULES AND s 8-3 CORR Corridor I a2'ao" DTL Detail i WP WATERPROOF ro°"° a so.20• E 1 t 1 '"� REGULATIONS OF AGENCIES HAVING JURISDICTION. THIS COMPLIANCE DIA Diameter 'J I I � �� X" DI DEVICE TO BE X" ABOVE FINISH FLOOR INCLUDES, BUT IS NOT LIMITED TO, ALL TOWN, VILLAGE, STATE AND 0.eW S s8'�o Diffuser 1 FEDERAL CONSTRUCTION, SAFETY, SANITARY LAWS, STATUTES, ""' ?o�DIMM Dimension F ANT CONTRACTOR DBL Door I ` � x=x CEILING HEIGHT MARKER CODES AND ORDINANCES AND BUILDING STANDARD SPECIFICATIONS. M � ,°• �.o Double 4 + GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED r^� �� r HomeWork Inc DN Down '°''�` �" 90 Bridle C t DW Dish Washer -'�'�`` PERMITS AND INSPECTIONS NECESSARY FOR PROPER EXECUTION, I 'S?oo, DWR Drawer I - APPROVALS AND COMPLETION OF WORK. �I ' - �� ° �a ^�� C U t C h O(�U e NY 11935 DWG Drawing ' �(� �(r +rj -r�J�v Y/re use°"e"fig Y " ` °•mcE 3e� �a '� i "J EA Each I 1 LIGHTING & ELECTRICAL NOTES 7. GENERAL CONTRACTOR IS REQUIRED TO COORDINATE ALL WORK AND T: 347.258.8642 EL Elevation _ �' ' ' ' '- DEBRIS REMOVAL WITH TOWN, AS REQUIRED. ' °'" o �s°•' ELEV Elevator �- g, �- sckaplan©hotmail.com / � � 1. ALL SWITCHES TO BE DIMMER TYPE �� _ N. RCOc ELEC Electrical Y- - �-'` ` �,r`,,- j I .,fie "-�' .�� 8. ALL ELECTRICAL WORK TO BE PERFORMED BY LICENSEDE `^ ENCST Encaustic �` f ti CONTRACTORS. EQ Equal �,.•/'� �..�� r 2. SEE LIGHTING PLAN FOR NUMBER OF SWITCHES FOR EACH EX G Existing �Z,•- b - Q LICHTING RUN AND GROUPINGS (ev EXT Exterior " 9. ALL CORRESPONDENCE AND PROJECT COMMUNICATION TO BE EXTR Extruded ' • ( �' 3. OUTLETS TO BE 18" ABOVE FINISH FLOOR UNLESS THROUGH ARCHITECT. =g r �. s �" " GL,°� " C FO Face of FSTN Fasten e C r OTHERWISE NOTED 10. PROVIDE MEANS TO FURNISH AND INSTALL. �� . i x• @'o °\ ` b ° FIN Finish 'SUPPLIED BY OWNER' MEANS MAIN MATERIAL TO BE SUPPLIED BY ' ° " ' FIXT Fixture � 4. AL_ OUTLETS TO BE WATERPROOF GFI TYPE � 20'---�,� W FL Floor OWNER AND CONTRACTOR IS TO INSTALL IT AS DIRECTED. * 5. SNITCHES TO BE 48 ABOVE FINISH FLOOR UNLESS �E FLU Flooring `�� yc " NIC MEANS NOT IN CONTRACT AND WILL BE FURNISHED AND �3 `°r® °.,�_Oa� FLUOR Fluorescent �- FPSC fire Proof Sdf-posing Or OTHERWISE NOTED INSTALLED BY OTHERS. W Wkc,GLr _ e•mu FRM'G Framing h. sic�tu�` e•�*eciRc i � �c�x-E_?D FT Foot or Feet 11. GENERAL CONTRACTOR TO PROVIDE BLOCKING AT ALL NECESSARY s SIX ,• _o b ,� SI Y1.1efEGf FURR Furring AREAS - INCLUDING AT HANDRAILS, FURNISHINGS, AND FIXTURES. _- GC General Contractor GL Glass 12.GENERAL CONTRACTOR TO PROVIDE TWO 2 10LB FIRE W' °'^E © �� GFI Ground Fault Interrupter EXTINGUISHERS AT BEGINNING OF CONSTRUCTION AND MUST BE IN aE GWB Gypsum Wall Board d' HC Handicapped °• EE` PLAIN SIGHT AND ACCESSIBLE AT ALL TIMES. HWR Hardware 'B4. Z,., .y HWD Hardwood 13.GENERAL CONTRACTOR'S INSURANCE TO INCLUDE ?9• HDR Handrail � � e•.� �� ' HT Height 13.1. HM Hollow Metal GENERAL LIABILITY 13.2. OCCURRENCE INCAND Incandescent 13.3. AUTO v��'°�� ,�'•'"` o INCL Including 13.4. WORKERS COMP TNT Interior ��IN ,,� >��"°• °� ` ti ,� JAN Janitor Pl `� �o °# h / OWNER TO BE NAMED AS ADDITIONAL INSURED PER ENDORSEMENTS CG �<QD boo n; •{ PR OSED LAM'D Laminated k to GAR HG E �, c� JT Joint 2010 AND CG 2037. COVERAGE SHOULD BE PRIMARY AND � .�.*x `. ' LT Light NON-CONTRIBUTORY. WAIVER OF SUBROGATION TO APPLY FOR �\1� ,, A r 110V°ED AS N0 ED LWT Lightweight WORKERS COMPENSATION, GENERAL LIABILITY AND AUTO. ADDITIONAL 2 �, LIN Linear, Linen ISNURED STATUS SHOULD ALSO APPLY TO AUTO. POLICY CONTAINS NO `SJ DATE: �' B,P,� 6 �g LP Low Point AC11ON OVER LABOR LAW EXCLUSION. MFR Manufacturer E - BY: _. MBR Master Bedroom 14.SITE TO BE KEPT IN ORDERLY CONDITION THROUGHOUT OfNTSROPOSED SITE SKETCH NOTIFY BUILDI'!; MAT Material MAX Maximum MC Medicine Cabinet CONSTRUCTION. 65",8C2 °"'".t '''' �`� FOR THE FOU-0WING INSPEC i'NONS: MTL Metal LIGHT SCHEDULE 15.WINDWARD ROAD TO BE KEPT CLEAR AND IN GOOD CONDITION , A,., . A , ,_ 1. FOUINDATION - TWO REQUIRED M Meter THROUGHOUT CONSTRUCTION. FOR POURED CONCRETE MICRO Microwave TAG TYPE MANUFACTURERT MODEL ACCESSORIES FIN WATTAGE LAMP QTY NOTES , , ,, , , , r..-- r 2. P.OUGH - FRAMING & PLUMBING MIN Minimum 16.DEBRIS TO BE CLEARED REGULARLY FROM THE SITE AND DISPOSED _` ::� E L12j', -aj° . . .__ 3. INSULATION MIR Mirror DRAWING SYMBOLS MTD Mounted OF AS PER TOWN ORDINANCES. z , r r -�p r - r ;- °....7"r-•_.�r r� l r. 4. FINAL - CONSTRUCTION MUST B NA Not Applicable g i .Rira `k t t t�F , BE COMPLETE FOR C.O. L26 SURFACE MOUNT FIXTURE 3 NEC Necessary 17.WORK HOURS ARE TO BE AS PER TOWN REGULATIONS. '.M ' m,p,�a�,y� ALL CONSTRUCTION SHALL MEET THE NOM Nominal - Drawing No. NIC Not in Contract L27 WALL MOUNTED FIXTURE 3 CONTROLLED BY MOTION DETECTOR DRAWING TITLE REQUIREMENTS OF THE CODES OF NEW NTS Note Scale BUILDING DEPARTMENT NOTES :#:)�1ctlae Sle DESGN ORYORK ECOOSTRUCTIONSIBLE FOR ERRORS. OC On centerCO!',11-'LY WITH ALL CODES Or OPP Opening S1 SOLATUBE - STANDARD SOLATUBE 160 DS - 2 1. THIS ENTIRE CONSTRUCTION IS FOR A RESIDENTIAL OCCUPANCY. q� OPP Opposite PT, PTD Paint, Painted COLUMN LINES NI--`Vv YGRK STATE & TOWN CODES PNL partition nel 2 ALL DOORS MUST COMPLY WITH REGULATIONS REGARDING ELE�CTRICALIN:;f"ECT10PlREQUrpE AS Rt0?UI - AND CONDITIONS O PARTIN, PTN NON-COMBUSTIBLE MATERIALS PLAS Plaster Drawing No. � SOUTHOID TOWN ZBA E TA! STORM VVATI � 'n R AM Plastic Laminate GARAGE FINISH LEGEND SECTION KEY � �' it CP RU .uPF 3 ALL WOOD TO BE USED IN THE CONSTRUCTION SHALL BE FIRE F-URSUANT TO CHAPTER 2 ,6 SO .. .. uI ARD PLEXI Plexiglas Sheet No. PLY Plywood TAG DESCRIPTION MANUFACTURER SIZE (IN.) FINISH COLOR SEAL NOTES RETARDANT TREATED WOOD OF THE TOVJN CODE. SOUTH ' ' STEES QTY Quantity Drawing No. R Relocated WD1 VERTICAL WOOD SIDING 5" 4. ALL ELECTRICAL WORK SHOWN TO BE FILED UNDER SEPARATE e �. RAD Radius, Radiator APPLICATION BY THE ELECTRICIAN WITH THE BUREAU OF ELECTRICAL X#, INTERIOR ELEVATION �d. .S�D C� RECT Rectangular WD2 VERTICAL WOOD SIDING 5" CONTROL. Sheet No. REF Refrigerator RCP Reflected Celing Plan REV ISSUE DATE REQ'D Required T20 FLOOR TILE PORCELANOSA DOB Issue 03/05/2018 RM Room SCHED Schedule # SF AREA OF SPACE Section Owl SECT ND�r UN��`" G�� pp,0 SCR N Variance Issue 01/05/2020 SH Shelf R1 GLASS SOLAR TILES TESLA 8.625" x 14" SMOOTH BLK - Drawing No. ID11 1� �\QN�-,qsb Permit Issue 12/12/2020 Sim SC SolidaCore R2 GLASS TILES TESLA 8.625" x 14" SMOOTH BLK - DETAIL KEY FR pUNDP p,Pp� SP Solid Surfacing Sheet No. �F BPS OE�N SPEC Specification SS Stainless steel ST Stone �J WINDOW NUMBER STL Steel C/ STN Stain GARAGE WINDOW SCHEDULE STOR Storage ACCESSORY NUMBER STR R Structural, Structure TAG DESCRIPTION MANUFACTURER MODEL SIZE ROUGH OPENING (RO) RN QTY NOTES SURR Surround SUSP Suspended 7" T Tile C11 CLAD CASEMENT MARVIN CUCA 4064 40" x 63 1/8" 41" x 63 5/8" NTL/BLK 1 REVISION NUMBER TEL Telephone W12 CLAD AWNING MARVIN CUAWN 4040 40" x 39 1/8" 41" x 39 5/8" NTL/BLK 2 LIGHTSWITCH Title Sheet TERR Terrazzo THK Thick, Thickness X-X A TBD To Be Determined T&B Top and Bottom � �� DIMENSION A TO Top of Schedules TYP Typical ALIGN OUTLETS AND DOOR SCHEDULE DATUM, ELEVATION LION Unless OthenNise Noted o Z HSWITCHES WHERE IN o Underside U/S LOCATION FRAME THRESHOLD HWR PROXIMITY iv VCT Vinyl Composition Tile MAIN ENTRY VERT Vertical MARK TYPE WIDTH HEIGHT THK MTL FIN MAT HEAD JAMB FIN MAT DTL SET COMMENTS OUTLET ``0 VEN Veneer Verify In Field SEAL ,� PROJ.DATE: 9.04.18 WF Width C1 GARAGE DOOR 9 -0" 8'-0" 1 3/4" MTL/GL PTD MTL PTD - - X i, oz ALTERNATE ENTRY SD AP "'_, W/ With C2 ENTRY - SWING 3'-0" 7'-0" 1 3/4" WD PTD WD PTD Fc <<� .EYFd. PROJECT N0: BPA1704 WC Water Closet N to Rr^ D BY: GP ® NORTH ARROW c, W/D Washer/Dryer 1 '1 ° K BY: GP WP Waterproof(ing) WT Weight r wNDw Window STANDARD DEVICE DIMENSIONS EP DWG No: WD Wood 1/2 SC. x�:�. '.M1 M ,.. � ,` Rn r A-000 .00 ELECTRICAL PANEL , 3 4 "r • .,..�1C. ,.• CADO FILE NO: 1 2 S ,. w,w .� ..• r` 1 of 3 ref