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HomeMy WebLinkAbout46028-Z FfOL/(ee. Town of Southold 5/30/2024 o - P.O.Box 1179 W 53095 Main Rd y�0 yao'01 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45231 Date: 5/30/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 6485 Nassau Point.Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-13-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/9/2021 pursuant to which Building Permit No. 46028 dated 4/2/2021 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: additions and alterations, including finished basement, covered entry,raised patio and second floor deck,to existing single family dwelling ags qpplied for per ZBA#7434,dated 11/19/2020. The certificate is issued to Weiland,Jane of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1369 3/25/2024 ELECTRICAL CERTIFICATE NO. 46028 12/6/2022 PLUMBERS CERTIFICATION DATED 5/26/2025 GepXe Berry J . ut ri Signature ��o�SUFFQ`�,co TOWN OF SOUTHOLD BUILDING DEPARTMENT N x TOWN CLERK'S OFFICE :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#: 46028 Date: 4/2/2021 Permission is hereby granted to: Weiland, Jane 45 Litchfield Rd Port Washington, NY 11050 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD, ZBA & Trustees approvals. At premises located at: 6485 Nassau Point Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 111.-13-11 Pursuant to application dated 3/9/2021 and approved by the Building Inspector. To expire on 10/2/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,420.00 CO-ADDITION TO DWELLING $50.00 Total: $1,470.00 Bu mg Inspector pF SO(/l�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlin0-)town.southold.ny.us Southold,NY 11971-0959 C4UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jane Weiland Address: 6485 Nassau Point Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 46028 section: 111 Block: 13 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 106 Ceiling Fixtures 29 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 12 Wall Fixtures 32 Smoke Detectors 8 Main Panel 150X2 A/C Condenser 2 Single Recpt _ Recessed Fixtures 31 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO 4 Transfer Switch 150A UC Lights 16' Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect 4 Switches 6g 4'LED Exit Fixtures 11 Sump Pump 11 Other Equipment: Septic Disconnect, Hot Tub Disconnect, Fridge, Mini Fridge(2), Oven, Hood, W/D, 150A Panel x 2 Notes: Two Story w/ Finished Basement Inspector Signature: Date: December 6, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main.Road Fax.(631)765-9S.,Q� P.O.Box,1179 Southold,NY 11971-0959O BU LDING DEPARTMENT .9 TOWN OF SOUTHOLD M AY 2 2024 a CERTIFICATION Date✓�S lam. �� Building Permit No. �C/pz Owner: toA Li e4 Dlz5 S,�' P-d (Please print) Plumber: - lease print) :I I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers atur Sworn to before me this day of 20� Notary Public,&-f-_'�K County VICKI L BERF f Notary Public - State of NeW York No:,;01 BE6070081 "Qualified%in'Suffolk County CoJrimissiion` xp,ire5 I { ` �OF SOUTy � o # # -TOWN OF SOUTHOLD-BUILDING DEPT. `ycouuv, 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 REMARKS: 1,51 mil. • r DATE had INSPECTOR . Vl © DOE so � o # # TOWN OF SOUTHOLD BUILDING DEPT. �yCoo 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION/CAULKING [FRAMING /STRAPPING [ ] FINAL j ] FIREPLACE &-CHIMNEY j ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS 04, z 4 6VL ON- Whwv svvd 11 rovv/4 5e!B� DATE INSPECTOR r n r� �(l hOOE SOUTy�Io o (� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 765-1802 INSPEC N - %Jj 'NDATION 1ST [ ROUGH PLBG. OUNDATION 2ND [ ] INSULATION/CAUL-KING ] FRAMING /STRAPPING [' ] FINAL [ ] FIREPLACEA CHIMNET [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) = [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O MARKS: v (_.vmb(A,v( f o� ___fAovIL S VUAm n MA, o Fsv �Alg ,A�vl 4_" 0 DATE 1 I0 ZO INSPECTOR hO��OFSO//1�06 * * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] 'INSULATION/CAULKING - [ ] FRAMING /STRAPPING [ ] FINAL -[ ] FIREPLACE*&--CHIMNEY,-- [ J{FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: SW-7 0WAa + C0e""___, DATE 17 INSPECTOR SOUI�o — # # TOWN OF SOUTHOLD BUILDING DEPT. cnurm ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ rINSULATIOWCAULKING OUGH PLBG. FOUNDATION 2ND [ ] FRAMING/STRAPPING [ ] FINAL [- ] FIREPLACE &CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ -] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: O 3)DATE a' �.oa.� INSPECTOR YO� #DOE SOUTy�# TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1602 INSPECTION [ ] FOUNDATION 1ST [ XFINAL GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE IOLATION [ ] PRE C/O [ ] RENTAL REMARKS:,, � Y IV 4A DATE -j.?i INSPECTOR oP souryOlo �..) ��/79UJI �I&NG AIDEPT. TOWN OF SOUTHOLD ur 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 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TEL: 917.482.3661 April.2, 2021 Department of Buildings Town of Southold, NY 11971 Subject property: 6485 Nassau Point Rd Cutchogue, NY 11935 Parcel: 1000-111-13-11 Re: 2020 Building Code Iihereby confirm that for the above referenced property the plans conform to the requirements of the 2020 New York State Residential Building Code. Nida Chesonis Lee, RA Lee+Chesonis Design L C 0 1 1 1 •M • COMMENTS, ------------- . . ---------------------- PPAP w� ROUGH FRAMINGPLUMBING ■ice �� INSULATION PER N.Y. STATE ENERGY CODE �e MENEM- ADDITIONAL COAPIENTS TOWN OF SOUTHOLD BUILDING,PERMIT'APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval roval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO., � Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit , Examined 20_4 Single&:Separate ' Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 .,Mail to: Disapproved i r. .. Phone: ;Expiration 20 V Build ct JUN 15 2020 l APPLICATION FOR BUILDING PERMIT - 20 Date , I1LT11,DING DEPT. INSTRUCTIONS- -a.This application MUST be-completely filled in by typewriter or in ink-and submitted•to the-Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings'on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application,may not•be commenced before issuance of Building Permit. - d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. ' =! e.No building shall be occupied or used,.in whple po,,in part for any purpose what so ever until the Building Inspector issues`a Certificate;of,Occupancy. "' r „ f..Every building permit shall-expire if the work'autliorized has not commenced-within 12-months after the date of issuance or has not•been completed within 18 moriths'&rri such date.If no zoning amendments'or'`of6r regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing;the;extension of the permit for an addition six months.Thereafter,a new permit shall be required. 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,or 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 for necessary inspections. (Signature of applicant or name,if a corporation) d Pam rzA k, L� -I I 7 9(Mailmg 5��address o7plit) / f State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician,plumber or builder - (qO va q I Name of owner of premises (As on.the tax roll or latestdeed)''" If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other'Trade's License No. 1. Location of land Qn which propoRad work will be done: 5 9" F-0)Kf House Number Street mlet County Tax Map No. 1000 Section i Block �' Lot T. r;: Subdivision 1/1 Q 5 S l�itq Pln 17 Filed Map No. Lot `I 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy / C. j U IT b. Intended use and occupancy M 414, ,l 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition Other Work • (Description) 4. Estimated Cost � �JrO, Dp (7 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars -- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.N A (O Deptht i 7. Dimensions of existing structures, if any: Front ' �j r- (O Rear � -- Height Number of Stories��, Dimensions of same structure with alterations or additions: Front 7 �.- (o Rear Depth -' t Number of Stories ,` , 8. Dimensions of entire new construction: Front Rear . Depth.,-,, Height Number of Stories 9. Size of lot: Front -(0 1 '!�I Rear Depth 10.Date of Purchase A)u.A two Name of Former Owner � k�cetJD�V1.17 U 11.Zone or use district in which premises are situated d 12.Does proposed construction violate any zoning law,ordinance or regulation?YESX_NO 13. Will lot be re-graded?YES X NO Will excess fill be removed from premises?YES NO, f 14.Names of Owner of premises'Inc W f IId� Address hone No. Name of Architect M 10 GC I A��6 ,Address t4u WNhone No' 'j•( Name of Contractor -1"fl, h Address hone No. _ i t 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_�g No * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. �--/ 18.Are tl ere•ariy covenants aiid`restrictions with respect to this property? * YES NO \ * IF�YES,PROVIDE A COPY. STATE OF NEW YORK)S: 't COUNTY O -- F_' PA!rW— ��� .. �(�/� being duly-sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, OS)His the 0 a Pmf- (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the saidtuork and to make and file this application; that all statements contained in this application are true to the best of his knowledge�and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 �: ' .N.otary'Public 4WYER Signature ofApplicant•� 'i rj$�,1r I\1 T Y PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSIOvN EXPIRES JUNE 30,2�(��. :Building Department Application AUTHORIZATION (Where the Applicant is not the:Owner) L . d 0d�brAA J residing at 46- C[to—h-6 e (Print property'.owner's name) (Mailing Address) �0rt Wa do hereby authorizeGt,r �G (Agent). to apply on my behalf to the .Southold Building Department. (Ownees'Signature) U (Date) bat.VNAM'c v)-,-�) (Print Owner's Name) i � �• arzwt�n�z�&erernas ----— — --- — � BOARD OF SOUTHOLD TOWN TRUSTEES r SOUTHOLD,NEW YORK PERMIT NO.9807 DATE: JANUARY 20,2021 ISSUED TO: JANE G.WEILAND PROPERTY ADDRESS: 6485 NASSAU POINT ROAD,CUTCHOGUE SCTM#1000-111-13-11 • AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on January 20,2021,and in consideration of application fee in the sum of$250.00 paid by Jane G.Weiland and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board,of Trustees authorizes and permits the following: Wetland Permit to demolish and remove existing cellar entrance and 60sq.ft.section of existing 1.5-story dwelling;construct additions and alterations to existing 1.5-story dwelling,including 415sq.ft.second- floor dormer addition,170sq.ft.second-story deck in place of portion of existing roofed-over porch, 60sq.ft.first floor addition beneath existing roofed-over porch,and 1,044sq.ft.one and two-story addition to south end•of dwelling with attached 377sq.ft.raised patio and steps,207sq.ft.deck,retaining wall,and 61x9'roofed-over entry porch and steps with grade-level masonry path;maintain existing 5.61x6.9'hot tub on roofed-over porch and 41x6' outdoor shower on north side of house;install 500 gallon underground propane tank,underground utilities,and A/C unit on grade-level slab;remove existing septic system,install I/A sanitary system,and re-grade to accommodate new system using approximately z; 126 cubic yards of excavated on-site soil material and approximately 56 cubic yards of clean,"ratable" . ` soil to be trucked in;install stormwater drainage system;install 6'high fencing along southerly property line;and establish and perpetually maintain a 10'wide,approximately 1,407sq.ft.non-turf buffer adjacent to top of bluff to be planted with native vegetation;and as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,received on November 30,2020 and stamped approved on January 20,2021. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these ' presents to be subscribed by a majority of the said Board as of the 20th day of January,2021. �o�gyF�Oj�-co• - I A • � s� � ��101 �c �'a�� ,•. %' A,b&KL1P3A1u.:.1A3. 9S�0�b1GC1r8SdPtf�.�OYr6r6Y.h5�9 _--- Y'SbT3SVStaP.b:SSL3Y16Z3F'i' . r%TviSPriS�S♦ FYdX�Vi i. ri+.....4i.',r �•� '+y '/�'V♦♦1.�1." � 1 i=�. .r,.�l/♦� 1•�Ni? '',•� 41ry�•:r r rrt �..,I �a ys♦ Glenn Goldsmith,President so Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly � Telephone(631) 765-1892 Elizabeth P es �+® ® a® Fax(631) 765-6641 ® L ((n t II 1�� +' C®UNTi DEC 0 5 2022j) BUII[21ivG oER7 . BOARD OF TOWN TRUSTEES TOWN O SOUTHOLO TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1979C Date: November 6, 2022 THIS CERTIFIES that the demolition and removal of existing cellar entrance and 60sq.ft. section of existing 1.5- sto1y dwelling,• construct additions and alterations to existing 1 5-story dwelling including 415sg.ft.second-floor dormer addition 170sq ft second-story deck in place of portion of existing roofed-over porch,60sq.ft. first floor addition beneath existing roofed-over porch and 1 044sq-ft one and two-story addition to south end of dwelling with attached 377sq ft raised patio and steps 207sq ft deck retaining wall and 6'x9' roofed-over entry porch and steps with grade-level masona path;maintain existing 5 6'x6 9'hot tub on roofed-over porch and 4'x6' outdoor shower on north side of house-, install 500 gallon underground propane tank underground utilities and A/C unit on grade level slab;remove existing septic system install I/A sanitary system and re-grade to accommodate new system using approximately 126 cubic yards of excavated on-site soil material and approximately 56 cubic yards of clean "ratable"soil to be trucked in,• install stormwater drainage system; install 6' high fencing along southerly property line;and establish and perpetually maintain a 10' wide approximately 1 407sq.ft.non-turf buffer adjacent to top of bluff to be planted with native vegetation; At 6485 Nassau Point Road,Cutchogue Suffolk County Tax Map#1000-111-13-11 Conforms to the application for a Trustees Permit heretofore filed in this office Dated November 30,2020 pursuant to which Trustees Wetland Permit#9807 Dated Janua1y20,2021,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition and removal of existing cellar entrance and 60sq.ft.section of existing 1 5-story dwelling;construct additions and alterations to existing 1.5-story dwelling, including 415sg.ft. second-floor dormer addition 170sq ft second-story deck in place of portion of existing roofed-over porch, 60sq.ft. first floor addition beneath existing roofed-over porch and 1 044sq_ft one and two-story addition to south end of dwelling with attached 377sq ft raised patio and steps 207sq_ft deck retaining wall and 6'x9' roofed-over entry porch and steps with grade-level masonry path;maintain existing 5 6'x6 9' hot tub on roofed-over porch and 4'x6' outdoor shower on north side of house; install 500 gallon underground propane tank underground utilities, and A/C unit on grade-level slab;remove existing_septic system install I/A sanitary system and re-grade to accommodate new system using approximately 126 cubic yards of excavated on-site soil material and approximately 56-cubic yards of clean "ratable"soil to be trucked in; install stormwater drainage system-, install 6' high fencing along southerly property line; and establish and perpetually maintain a 10' wide approximately 1 407sg.ft.non-turf buffer adjacent to top of bluff to be planted with native vegetation. The certificate is issued to Jane G. Weiland owner of the aforesaid property. ,07 Authorize gnafure NEW-YORK5TATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Division of r=mvlrqnmental Permits,Region.1 .S(JNY'&Stony Brook.50 0 Q!de Road,Stony f3rcok.NY 1179 1 0 P:(631)444-.'0365 I.F;(631)444-0360 nys.]W September. 21, 2020 Jane .G. Weiland 45,Lfthfield Road ,port Washington, NY 11050 Re: Application # 1--4738-00658/00006 MAR 4 2021 Weiland Property—,6485, Nassau Point Road sum# i boo-111-13-11 Dear Ms. Weiland: The Department bf'Environrberital Conservation (DEC) is in receipt of your request for a No=Juriisdiction letter for the property. in question. However,r, our records-show that DEC made a-det6rmination regarding the limits of Tidal Wetlands Act (Article 25).jurisdiction for this-property on May 8, .2001. That letter is enclosed. Lett0r,s'6fN6-JqrMiction-are valid indefinitely qnless-$'ubstanlial changes in site ,conditions have occurred. The submitted survey; prepared by John, T. Metzger of :P ec6hic Surveyors and last revised May 1, 2020 and the Tidal Wetland Map.714-540 show that,the bulkhead ha's not changed substantially. Additionally, 'a letter of Ndni - Jurisdiction,is issued.for a specific property and not to the owner,. and it is not necessary to trarisf6r the letter to- ,a new owner or obtain a new letter. Please do not hesitate to contact.me at 631-444-0365 if you have any questions. Sincerely, Kim Lam'iroult Environmental Analyst cc! Robert Herrmann, En-Consultants .BMH'P File �'NEWYORK Departmentof tniror Environmentai Cbrtservation New York State: Department.of Environmental Conservation Division of Envitonmental Permits,.Region One Building 40-SUNY',.Stony Brook, New York 1-1790-2356 Phone: (631)�444-03651 • FAX: (63"1)444-0360 Webs,ite;www.4ec state:ny.us ':Erin M.Crotty Commissioner Letter of Non=Jurisdiction Tidal.Wetlands Act May<8; 2001 Ms. Jane .Cummins .45 Litchfield Road Port Washington, NY 11050, Re: 6485 Nassau Point Road Cutchogue, NY 11.935 SCTM# 1000-111-13-11 DE6# 1-4738-02880/00001 Dear Ms: Cummins: Based on the.information you have submitted, the New York State Department of;Enuironrnental Conservation has-determined that: Your property., which, is located landward.of aJunc'tional and substantial man=made structure (a bulkhead) greater-than 100' in length, constructed prior to-8/20/77 as shown on NYSDE_ C Tidal Wetlands Map#714-540, is beyond the jurisdiction of Article.'25 (Tidal Wetlands). Therefore";,in accordance with the current Tidal-Wetlands Land Use Regulations (6NYCRR.Pait .6,61) nfo permit is.required under the Tidal Wetlands Act% ,Please be'.advised., however,that no construction, sedimentation; or disturbance of'ariy kind .may"take. place seaward` of the tidal wetlands'jurisdictional boundary, as indicated above, without a,permit. It is your responsibilityto ensure,that'.all necessary-precautions;are taken to prevent any sedimentation or other alteration or"disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction Which may result from yourproject. Such precautions may:include maintaining adequate work-area between the-tidal'wetla,id.jurisdictional boundary and your project(i.e. a 15'to-20'wide construction area") or erecting a temporary-fence, barrier, or hay bale berm. Please"be further advised that this letter does not relieve.you of the responsibility of obtaining any necessary permits or appr..ovals from"other agencies. Very.truly yours, Roger Evans Permit-Ad ministrator .cc: Samuels-,&.Steelman Architects FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:August 10, 2020 TO: Barbara Schnitzler(Weiland) PO Box 229 New Suffolk,NY 11956 Please take notice that your application dated June 15, 2020: For permit to: construct additions and alterations to existing single-family dwelling and construct a 6' highe at: Location of property:6485 Nassau Point Road, Cutchogue,NY County Tax Map No. 1000—Section 111 Block 13 Lot 11 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming 52,413 sq. ft.parcel(36,702 sq. ft.buildable land) in the Residential R-40 district, is not permitted pursuant to Article XXII Section 280-116A(1) which states; "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff." The site plan shows the posed construction at a minimum distance of 36 feet from top of bluff. In addition, the construction is not permitted pursuant to the Bulk Schedule which requires a minimum side yard setback of 15 feet. The site plan shows the side yard setback at 10.7 feet. Lastly, the proposed fence is not permitted pursuant to Article XXII Section 280-105 (A), which states; "When located in the front yard of residential zones, fences shall not exceed four feet in height." The proDbsed 6' high fence is located in the front yard. Autho ' ed ture ' Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD 2+REMBERS Southold Town Hall �T "Leslie Kanes Weisman;Chairperson �V s® y�! 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento OI�COU Southold,NY 11971 http://southoldtov=y.gov REC jV p) ZONING.BOARD OF APPEALS & �'S PM TOWN OF SOUTHOLD N 0 V 2 3 2020 Tel.(631)765-1809 Fax(631)165-9064 C.G FINDINGS,DELIBERATIONS AND DETERMINATI 1$OIt1� Old Tow dlep-k MEETING OF NOVEMBER 19,2020 ZBA FILE: 7434 NAME OF APPLICANT: Jane G.Weiland PROPERTY LOCATION: 6485 Nassau Point.Road(Adj.to Little Peconic Bay),Cutchogue,NY SCTM#1000411-1341 SERA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration 'in this application and determines that this review falls under the Type II category of the State's.List of Actions, without further steps imder'SEQRA.. SUFFOLK COUNTY ADMINISTRATIVE CODE: This.application was.referred as required under.the Suffolk County Administrative Code Sections A 14-14 thru A 14-2 and the Suffolk County Department of Planning issued its reply dated'September 18, 2020 stating that this'application is considered a matter for local determination as there appears to be no significant county-wide or;inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268,Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated October 13,2020. Based upon the information provided on the.LWRP Consistency Assessment Form submitted, as well, as the records available, it is recommended that the proposed action is recommended as CONSISTENT with the LWRP policy standards and therefore is CONSISTENT with the LWRP. The recommendation'is based'on the following: 1. The proposed additions are located further landward than the existing structure. 2: The proposed additions Are not located within the,FEMA Flood Zone. 3. The parcel is not located within the CEHA. 4. Mitigative actions to further LWRP polices 4,.5and 6 are proposed. SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: This application was referred to Suffolk County Soil and Water Conservation District(SCS&WCD) for.review and comment and the SCS&WCD issued its reply dated October 22, 2020 indicating an inventory, evaluation and site visit occurred on October 20, 2020. It was observed that the property is well-vegetated in turf grass and other ornamental plantings, No major issues from the stormwater runoff were detected, despite several of the dwelling gutters downspouts being discharged at the surface, in the garden beds. The elevation slope of the property appears to flow from the northeast comer, towards the foot path located.adjacently south/southwest to the property, No irrigations heads seem to be present near the bluff and there does not appear to be any significant erosion of the top of the bluff. There is a fence along the shole backend of the property, on the top of the bluff. The.top and face of the bluff is well-vegetated in mix of native and invasive grasses, forbs, vines, and shrubs/trees. There does not appear to be any severe signs of bluff erosion,presently. The expansion of the existing single-family dwelling may.influence an 4 Page 2,Npvember 19,2020 #7434,Weiland SCTM No. 1000-111-13-11 increased volume of stortnwater runoff;therefore,proper procedures are followed to capture this higher volume of water as indicated on page SPI of the Proposed Site Plan. The.north-side of the dwelling was measured as 10 feet from the property line but,does not seem to show any existing issues. During construction it is important to follow New York State Standards and Specifications for Erosion.and Sediment Control to minimize disturbance to the site and bluff. Avoid putting any irrigation lines or pipes to discharge gray water near/on the top of the bluff. Any intentional,discharge of water over the bluff is not recommended and can speed up the erosion process for the bluff. There is a. wooden deck present at the tow of.the bluff, in-between the two bulkheads,which seems to be in stable condition. There is;currently no existing issues in the area of the proposed 6 foot fence. The area is very well vegetated-and there seem to'be no signs of.runoff towards the bluff. PROPERTY FACTS/DESCRIPTION: The subject property is located on a conforming 52,413 square foot parcel (36,102 square foot buildable land) in the Residential R-40 Zoning District. The northerly property line measures 344.00 feet and the easterly property line measures 142.38 feet and is adjacent to Little Peconic Bay,the southerly property line measures 235.30 feet and is adjacent to East Club Drive which is an unimproved Right of Way that provides pedestrian access to Little Peconic Bay,by way of a footpath. The westerly property line is 190.33 feet and is adjacent to Nassau Point Road. The property is improved with a one- and-one-half story framed residence with a one story one car garage located in the northerly front side yard as shown on the survey map prepared by John T,1Vletzger,LS dated May. 1,2020: BASIS'OF APPLICATION, Request for Variances.from Article IV, Sections.280-18, Article XXII,'Section 280- 105A and 280-1 t6A(1): and.the Building Inspector's August 10, 2020, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling and construct a six (6) feet high fence; at 1) located less the code required minimum side yard setback of 15 feet; 2) located less than the coded required minimum 100 feet from the top of the bluff; 3).fence is more than the code permitted maximum four(4)feet in height when located in the front yard; located at: 6485 Nassau Point Road, (Adj.to Little Peconic Bay)CutchogueiNY._SC.TM#1000-111=134,1, RELIEF REQUESTED: The applicant requests variances to construct additions and alterations to existing single- family dwelling and to construct a six(6)foot high fence in the front yard. The location of the proposed dwelling addition is Iocated at 36 feet from the top of the bluff where the Town Code does not allow improvement to be made at less than 100 feet from the top of the bluff, and the proposed side yard setback is 10.7 feet where the code requires a minimum of 15 feet side yard setback. Lastly, the proposed six feet high fence is not permitted in the front yard,where the code permits front yard fences not to exceed four feet in height. ADDITIONAL INFORMATION: The surrounding shoreline community was developed before the code changes in 2604 which first introduced the 100-foot bluff setback under the Town Wetlands Code (Chapter 275). In 2015 and 2017 the code extended the 100--foot bluff setback set forth in Town Zoning Code(Chapter 280)to bay bluffs; and zoning variances and/or wetland permits were required for nonconforming dwelling reconstruction and/or expansion subsequent.to those code changes. The existing dwelling was built in 1957 and located 33 feet from the bluff. A.preexisting property located four properties to the north is located approximately 23 feet from the bluff. The applicant's representative submitted several prior ZBA decisions for properties in the area which granted reduced setbacks to the top of the bluff as follows: Appeal No. 6929,May 19,2016, for a deck addition located 20 feet from the bluff;Appeal No. 7003,December 15,2016 dwelling situated 34 feet from the top of the bluff; Prior relief for six feet high.fences in the front yard has been granted to property owners as demonstrated in Appeals 42649 and # 7171. The applicant's representative explained that need for this sort of relief has become more relevant since foot paths and rights of way were created by the founders of Nassau Point for the purpose of improving community access to the Bay.The applicant will install a new Innovative Advanced.(I/A) Septic System more than 100 feet distance from the bluff and the old system will be removed n Page 3,November 19,2020 47434;Weiland SCTM No. 1000�-111-13-11 The applicant's representative submitted an amended site plan, last revised October 14, 2020 depicting a minor change to-the proposed I/A sanitary systems as required by the Suffolk County Department of Health Services. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 5,2020 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property . and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. _Town Law 6267-b(3)(b)(D. Grant.of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties:The neighborhood has granted similar relief to applicants in the past. This waterfront community has gone under a huge transformation with additions and alterations on throughout the,neighborhood: The request for additions and alterations to the preexisting one-and one-half story dwelling less than the 100 feet from the crest of the bluff and less than 15 feet from the northerly.side lot line is consistent with the relief for other residences in the area that has been previously granted by this Board of Appeals. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue, other than an area variance. The proposed additions and alterations to the.existing dwelling-is consistent to the.existing non-conforming setbacks. 3. Town Law 6267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing a total of 68:3% relief.from the code for top of bluff setback and 28.6% for side yard setback. However,the existing setback from the bluff is 36.feet where the code requires 100 feet and the side yard setback requires:l5 feet when the existing setback is 9.5. The proposed expansion will remain in line with and not encroach further upon the existing bluff setback and side yard setback. The.variance relief for the proposed 640ot-high fence is substantial representing 100% relief from the code. However, the proposed privacy fence would be constructed along_the subject property's functional side property line,which has been designated as a front yard, because it is adjacent to a private,Right of Way. This "frontage" is in fact a narrow foot path that is grassy and leads to steps to the beach for-homeowners in the neighbgrhood.association. . 4. Town Law &267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on.the physical or environmental conditions in'the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. There should be no adverse impact on the_only directly affected property to the north because the dwelling's existing.partial upper story is already located 9.5 feet from the northerly lot line, so the northerly limit of the propose dormer addition would.be set 1.2 feet farther from the lot line and will not increase the overall height of the dwelling. S. Town Law&267-b(3)(b)(S). 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 knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law&267-b. Grant of or the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a additions and alterations and a 6 foot high fence 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 Acampora, seconded by Member Weisman (Chairperson),and duly carried,to E Page 4,Novembet 19,2020 #7434,Weiland SCTM No. 1000-11 I-13=41 GRANT the variances as applied for, and shown on the Site Plan(Sheet SP1)prepared by Jeffrey T. Butler,.P.E., P.C.; last revised October 14, 2020, and Architectural Plans (Exterior.Elevations A401 & A-402) prepared by Nida Chesonis Lee,Architect,dated July 10,2020. SUB CT TO.THE FOLLOWING CONDITIONS:, Vjpro e applicant shall install an Innovative Advanced OWT Sanitary system as certified by the Suffolk unty Dep t..of Health Services. or to receiving a building permit,.the owner(s)of the subject property cited herein must sign a statement acknowledging that he/she/they have read this determination; understand the limits of the variance relief granted herein; and are aware that if a demolition occurs during construction,or any construction undertaken exceeds the scope of the approvals granted herein,the Zoning Board of Appeals retains jurisdiction and has the right;after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article)MV;Section.280-141 of the Town,Code. 3. This approval shall not be deemed effective until the required conditions have been met;and failure to comply.therewith will render this approval.null and void 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 and/or a possible denial by the Building Department of a building permit, and may require a new application and. public hearing before the:ZoningBoard of Appeals. Any deviation from the.variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations,. extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, . setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met;and failure to-comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance.granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration;grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Acampora,Dantes,Lehnert,and Planamento(5-0). Qeslie K /es Weisman,Chairperson Approved for filing #/46 /2020 �o��guFFotKeo Gym BUILDING DEPARTMENT-Electrical Inspector � TOWN OF SOUTHOLD oy • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 '�41_ Telephone(631)765-1802-FAX(631)765-9502 Temporary.Certificate # '5_,l6 Date 2021 Customer Name Electrician Name [ jA1u ,gTfL1e— Address S �,� . d UP Phone 7 bE 2q2 e-mail a-mail /',:a,/lAOMe,4 s cA-;,1 Phone License# 0 Size �A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service. N Flood Reconnect Old Meter#F Service Reconnected Application'for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid Vr90 daysfromthe date above. Authorized by $ufFDQc APR 21 ?_OZ1 BUILDING DEPARTMENT= Electrical Inspector TOWN OF SOUTHOLD K� own Hall Annex - 54375 Main Road - PO..Box 1179 r o • Southold, New York 11971-0959 lO� Telephone (631) 765-1802 - FAX (631) 765-9502 �O roper.richert(cr-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 01A Date: -v21- Company Name: Name: ,License No.: Mr- 3 YO email: Platinvzi ect si.� t-&o_ 6en Address: 3 t'- VY A V71 Phone No.: &S - JOB SITE INFORMATION: (All Information Required) i Name: GJ�( Address: "S S PT C 0 C L.1-7C U- V Cross Street: Phone No.: 1 - -mil -2- 0e'C BIdg.Permit#: (�•p o email: C%41nuK-e&s Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) �3_ SCVO �a T+- 12 uyo Circle All That Apply: Is job ready for inspection?: 6YES /(0Rough In Final Do you need a Temp Certificate?: /_NO• Issued On .. A SA I' Temp Information (All-information required) Service Size lop 3 Ph Size: 300 A # Meters�_ Old Meter# 019300 � New Service - Fire Recon ect- Flood R. ect-Service Reconnected Underground Overhead # Underground Lateral 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION for Inspection Formals Request p � 1 PERMIT# d Switches Outlets, ` G F I's Surface Sconces H H's UCLts V's l'�1 Fans Fridge HW Exhaust I I Oven Qr W/D u Smokes DW Mini :-Carbon Micro.,. . . Generator Combo. :Co'okto. Tra.nsfer P AH Hood Service :. . Amps: .:.:.;: #lave' Used' . Special: Comments:*. AA ;: . EN-CONSULTANTS July 31,2020 Amanda Nunnemaker Building Department Town of Southold P.O.Box 1179 Southold,NY 11971 Re:Jane Weiland,6485 Nassau Point Road,Cutchogue Dear Ms.Nunnemaker: In connection with the Building Permit application submitted to you by Barbara Schnitzler,dated July 15,2020,and in response to your subsequent correspondence with Jeffrey Butler's office,I am writing to confirm that the slope adjacent to-the bay does in fact meet the criteria of a bluff as it is defined by Chapter 275 of the Town Code and is thus labeled as such on the site plan. Additionally, I am enclosing herewith a revised site plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated July 28, 2020,which has been amended for the purposes of 1)relocating the proposed 6'high fence to the southerly property line(rather than within the paper road);and 2)modifying the attached deck proposed at the southerly end of the proposed 1 and 2-story addition so that it meets a 50' setback from the southerly property line. Thus,for purposes of preparing the Notice of Disapproval,please substitute these plans for those originally submitted by Ms. Schnitzler. I have also enclosed a copy of an agent authorization from the owner which allows En-Consultants to act on her behalf. Should you have any questions or require any additional materials in support of our application,please let me know. Resp ctfully yours, Robert emnann Coastal Management Specialist Enclosures cc: Barbara Schnitzler -' o rKL9GVF DD A U G - 6 2020 BUILDING DEFT. OLD 1319 North Sea Road Southampton,New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsultants.com environmental consulting I- V EN-CONSULTANTS TO WHOM IT MAY CONCERN: This letter will authorize En-Consultants to access my property for the purpose of evaluating and/or delineating wetlands and other environmental features and/or making official inquiries on my behalf and/or representing me and acting as my agent for the purpose of securing regulatory approvals and-related matters. -:1--d V) (A VY)M f S Signature Jane G. Cummins a/k/a Jane G.Weiland Print Name f L4 )-Zo D Dated AUG - 6 2020 BUU,pTNG DEFT. TO"t , 1319 North Sea Road Southampton,New York 11968 1 p 631.283.6360 1 f 631.283.6136 wwrrv.enconsultants.com environrnental consulting EN-CONSULTANTSJ IVY V :. t December 7, 2020i DEC - 7 2020 Southold Town Zoning Board of Appeals Town Hall 53095 Main Road P.O. Box 1179 . . Southold,NY 11971 Attn.: Kim Fuentes Re: ZBA File#7434 Jane G. Weiland 6485 Nassau Point Road, Cutchogue SCTM#1000-1114? 11 13 Dear Ms.Fuentes: In accordance with Condition 2 of the November 19, 2020 ZBA determination for the above referenced property, enclosed is an original signed and notarized Property Owner's Statement. Also as a requirement of that condition, a copy of this letter along with an original signed and notarized statement is being forwarded to the Building Department. I hope this letter and enclosure satisfies that condition. Sincerely, f Kim Stephens cc: woSo ho d B iel ling D.et�art ent Jane G. Wieland "�i� 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 f 631.283.6136 www.enconsuitants.com environmental consulting t�V � SITE PLAN BA5E1) ON ORIGINAL SURVEY BY: o PEGONIC SURVEYORS, P.G. PROP-05ED I AND 2 STY ADDITIONS TO EX15TING 1 1/2 5TY FRAME DWELLING 230 TRAVELER STREET SOUTHOLD,N.Y.IKnI EXISTING 3 BEDRM DR-6 MODIFICATIONS TO EX DWLG• PROPOSED: b BEDROOM _ S U o PHONE: (631)7b5-5020,FAX(631)765-11 TO BE MODIFIED •NE4 REAR DORMER ADDITION FTPRNT: t1,044 SQ.FT. r p PS R SURVEY CREATED: NOVEMBER 20,2012 ! EXISTING FOOTPRINT: il�F01 SOFT. o 0 NFJ^I U'PER LVL DECK 4 8 LAST UPDATED. MAY I,2020 •ADDITION TO Ist FL,b0 5Q.FT. TL PROP. EN PRNT: ADDITION) SQ.FT. �., •REMOVAL FROM Ist FL,60 SOFT. (BASEMENT BELOW ADDITION) d SURVEYORS NOTES: • LOT NUMBERS REFER TO 'AMENDED MAP A OF NA55M POINT' EXISTING TIMBERE�•y� q INTER.LGOKINS PV6 PANEL- z V Q FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON AU6U5T 16, PROPOSED AG UNIT ON P.G. SLAB, EULKHEAD @ BOTTOM OF BLUFF- 1 TW 833' 1992 AS FILE NO.15b. � SEE SLAB DTL,DW6 5P4 \ • ELEVATIONS REFER TO NAVObb �o PROPOSED EXISTING NEIGHBORIfJC YJALL, EL=38 �36 \ \ \ SOUTH OF EX. EVERGREENS 1�E x� \ � sg 1 22 \ -TW 12.5' 1 NO WELLS WITHIN U/G 500 GAL L.P. PROPANE TANK Ex. A, UNIT ON PAD EX�- � * \ t \\ 14 EIN a° y 150'OF PROPERTY MAINTAIN ALL REQUIRED SEPARATION l �� 38 ** �` t 1 \ 24 \ \ o DISTANCES PER NPFA 5b,LOGAL EX. FLAG-5TONE 3g` *+ ++ ' 1 \ b G' I (n y -3 C, APPROVED CODES,RE6ULATION5 AND \ AND DIRT WALK 26 \ rn y PROPOSED NEW GENERATOR THE AUTHORITIES HAVING JURISDICTION. c �� ,4 o EX HOT + \ 28 ` \ 18\ SEE ARCH FOR ADDITIONAL 2S LOT 45 INFORMATION EX.ROl!OF FVERO-KEENS v _`, � s< DE.�v�pPVERS :► 1 5.b'x6.9'ON P-1 1 \20 \ , \ 7� o o � � SGTM# 1000-III-13-10 N r R�P ::::. \ I PROP.UP STY DORMER` 30\ w �q EX.ELEG.��^� Nn t0 MPIra r of D6NELLRN6 t / l IETER 3 O ID' G 0' iwj� ;?i:ii;:i:i:•;::':.: _ ADDITION 415 SOFT. 1 1 \I 1 A C} q Q PUBLIC WATER 31� ^ •oo E'1. ELEC. �� _ ,MN x `EX R o F x PROP.UPPER 1 FF,C ROOFED 34 r LINE �. -_ - a x -io x l� SHw Ext: fi7.1 C::':.:..::'• 0 0' f IN PL PE OF X, O Fr. X-MIN vt�E I' EX. 15TY PROM. 0 0 1 1/21`1'::FR: o 1 1 1 1 1q3, x- FR. 6ARAGEN IO l; o ! PRTe"36 _ + + + TW 125 `v LOCATION MAP: o N N i 3. DWELL{P :::::::`: + + _ �� + ebl 8.. I tv cv O „0a 1 10,\qIN (NO I�IORK) r �X E I EXIST. (TO BE M i?} .l f?f:.:� c + + ' EXISTING �y NOT TD SCALE q N C4 E�•110�P 0 / GF=32.8' UG - PATIO a FF=37;©'•.:.:`:;':' ;i: + + t LANDING `n cv cv - + `` PW� rn PROP. Ist FL ADDITIONP.IR. rn �i S EL- h -- - 3-1' �Q / lJ" Tp (NO WORK) '•: ••. 0 SGTri loon-III-13-05.3 F (,... \ k� BENEATH EX.PORCH �, � O 9 T hi ,r1l Q. 1p l' RfijyF r0 REMAIN K~ �•y PROPOSED DI TELLING cP EL 36N' P,F / LC�T 4 V `r' i/e I - ON.. 1/ \ : �: :;:;:- 60 SGLFT. m Ly Fd)BLIG NOTE- HATER t c Q ! pPR \ r: .:.:.;1 1 PROP05ED /Q�. / PROP.b x9 �2 3 G� NOTE: :'.:<:` .:::: \ 34.4 EY,.6pj� I �1 3 a EROSION CONTROL MEASURE: / -ROOF®OVER x _ SEE DEMO PLAN ::1::'• + + INNOVATIVE AND ALTERNATIVE ON-SITE o PROVIDE SILT FENCE BARRIER � �32 EXISTING ENTRY PORCH W 9 FOR REMOVALS pRppp�p + + WASTEWATER TREATMENT SITE PLAN \o INSTALL PER DETAIL,SEE 5P4��\ j\ / W W W F SE LINL 5TT�5,(54 SQFT.) 70 RFhiAIN(VEP,IF'Y SEPVIGE Z 3`'° 23- 2 W,ND FR + + +I l I I 22 14 M I R�I�E � --- w _.� 30. �: �`5 6'9 ti ADDITION +�rt °* 32 I I I 116 � a SITUATE AT: ZONING DISTRIGt: R40 m �\rlc VV_ c-ERg1GEy ADDITIONAL 9 � FF=31.0,2015Q.FT. +*+*� 124 1 1, I ��� '� , , EO,� ���lr 1'° W 1 3 o I 1 IP n TOWN OF SOUTHOLD ROAD GUTGHOGUE NY DATUM: AVDbb 3 Ex. IJATER \0P�\�pW( ,--�' / 1 PERVIOUS GRAVEL PARKING \`� TARE FT �y Z lrJ 60 \ � ' 26 1 SUFFOLK COUNTY,NEW YORK s METER TO / i 3 SQ \ AND MANEUVERING AREA _ _ I I 1 I I �' �' IG.O' + TW 125' I EHAIIN ADS , � \ 2a SGTM NO.: 1000-III-13-I � �X� g�i � AREA: 1,142 SQ.FT. -_ �� � 30.0 STONE ENTRY PATH a z Gp PROPO5EDx -32_ 30I I I N ;A AN xPAP Pj ��- RAISED I I _ APPLICANT/OWNER: JE WETLAND \ W 32 x-' - J Q uG /J 2a 2'+- 21 a'�� N,{�D PATIO X \ *+ , ADDITI IIlI I I C0r� . -- TLAND AREA ey-110 FF=31D',b3 r * l SITE DATA: PROP05ED 281 0 4' I' N ' t45' *" x 6,452 SG.FT.(0.1411 AG) ER051ON CONTROL MEASURE: - / �� �y ��� ETU 3q t 11 x +*+ I rn I I TOTAL LOT AREA: 52,413 50.FT. (1.032 AC) TO TIE LINES v r, o ........ ?- 30` 05 `� •- 2,b5x 21a' - + I - AREA SEAWARD OF AREA SEAWARD OF T.O. BLUFF: 15,11I 50.FT. (0.3601 AG) TO TIE LINE I PROVIDE A STABILIZED \ :;: PLOP \ry ( EXP DP TH ��50 30 X + * + o I \I 1 ` 1 ` TOP OF BLUFF = 15,111 5Q.FT. BUILDABLE LAND: 36,102 50.FT. (0.b426 AG) GONSTRUGTION ENTRANCE, 2 11� / \'C` / -4103 81 21,1'X ROP. WD DECK 1- ++++ o I r (0.3601 AG) (BUILDABLE LAND LOT AREA AREA 5EAWARD OF BLUFF INSTALL PER DETAIL,SEE DWG SP4 \O� x ) f P IC'Pv'(� CI1'(&,+ f JG 15.h'Ji x \,P \ DR.®3bb3' +++ 4 I I I I WETLAND AREA: b,432 SQ.FT. (0.14?T AG) TIE LINE TO MHWM _ PROPOSED \ EXISTING TIMBER AND x_x ���/+\ � � (2O7 SQ,FTJ x�X X + + I >�I I INTERLOCKING PVG PANEL 800 21 2 4480 811 _X v6 / S P '� _ \ �X X I I BULKHEAD,MHWM ALONG STORM DRAINAGE LEACHING SYS. � �/� \+ Tc�/1 x28.1 ` ER ,�.x-'"X + + ° ({) &OX6'L.D.LP.(SEE DW6 5PI FOR /O I f o \iBA� �X + J TH 124' BULKHEAD LOT 6OVERA6E: AREA: www.dignetnycli.com STORM DRAINAGE GALL.AND �\ �/� G <f,Q/ + `�o 1 PROP X1� X-_X OF$�) ++++� I I 1 n Q orwww.ca11811.com STRUCTURE DETAIL AND REQMNTS) ,��� qoa \ -� �X l0 : (OPFS�FROM s o + + I I I ( e•W�.a' TW 8.�' EX. REAR R/O PORCH 438 SQ.FTT (for other states) �/ 8• F / I- y Q 0 , + + f/� / i3 s�E �tisT \ co h \ + I „\r�I EX. FRONT ENTRY PATIO 192 SOFT. By law,excavators and contractors working in PROPOSED m � BQ/� Fp� Bgp41�S �" S NgT / �J I I I o�p o o VV � EX. GARAGE 31q SQ.FT. N the five boroughs of New York City and Nassau N ER05ION CONTROL MEASURE: �� /i o </�c �T \ To��!y 28 ++ C� a , and Suffolk Counties on Long Island must / �� �T PROPOSED S- ������ EX.- OUTDOOR SHOWER 24 SG ET. i` LOT 133 PROVIDE FLUSH INLET PROTECTION . .JC9 /� � S,o� � F � \ + + + 1 1 J EX. L� contact DigNet,1-800-272-4480 or 811,at least INSTALL PER DETAIL,SEE DW6 SP4 X ' ?7 4 :L)..4 STORM DRAINAGE LEAGHINQ\6Y5. � 1 14 DECK 86•Z TL. EX. LOT COVERAGE: 2,440 SQ.FT. 48 hours but no more than 10 working days SGTM# 1000-III-12-05.2 V6 ,X � F / ��; I b'�x14'LD.LP.(SEE DW6 5PI FOR STORM / EL= I (excluding weekends and legal holidays)prior DW LLIN6 �6 26 DRAINA6E GALL. AND STRUCTURE DETAIL - ,2O P/0 EX. DWLG TO BE REMOVED -60 50.FT. to beginning any mechanized digging or PUBLIC 1 LATER \� ?6 \ �28 \ I EX SSA1R3 GI }- excavation work to ensure underground lines x�ar AND REQUIREMENTS) o /� \. 1\ 6N�ORIN`_�_-�- PROP. ADDITION BENEATH EX. PORCH ROOF O SQ.FT. w m X are marked.Excavators and contractors can NO WELLS WITHIN 4 PROPOSED UNDER6RND / \ \ jN EX _ PROP. I AND 2 STY BLDG ADDITIONS I,U44 So.FT. also submit locate requests online,through 150'OF PROPERTY 2v\ pp ITIC.If you do not currently use ITIC,please POWER AND COMM.GOMM LINES TIr16 Foo PROP. RF D OVR FRONT ENTRY PORCH W/STEPS 54 SQ.FT. X W LL call 1-800-524-7603 for more information. _ ?� INSTALL IN COMMON UTILITY TRENCH \ / '�O EX15 PROP. REAR DECK 201 50•FT, For safety reasons,homeowners are strongly _ ' , / (5E TRENCH DETAIL,THIS DWG) PROP.- \ / / `�• PROP. REAR PATIO \ 3TI SQ.FT. 0 - O encouraged to call as well when planning any ,- LOT 1�2 c + MOP05ED A/1 ON-SITE NET PROPOSED LOT GO lERAGE: 1,622 So.FT. type of digging on their properly.Homeowners SANITARY TREATMENT SYS. GG / i PROPOSED NON-TURF BUFFER S can contact us directly at 1-800-272-4480 or by0 d) PROPOSED Z Q� FOR ADDITIONAL INFO SEE DWG SP2, �CGN IO' WIDE(t1,401 SO.FTJ TO EIE TL EX. AND PROPOSED LOT COVERAGE: 4pb2 SOFT. (II.01%) Q WW d) calling 811,the national call before you dig I \� \ I number.For excavation work completed on POWER AND GOMMUNIGATION / FOR SANITARY DETAILS SEE DWG SP3 6/ Il VE6ETATE2 WITH NATIVE PLANTINe6 personal property,it is the contractor's TAP POLE FOR CONNECTION TO POWER / ( t Q O responsibility--NOT the homeowner's--to AND COMMUNICATION SERVICES,RUN Z. 0 I PROPOSED RETAINING WALL 1oo O O contact DigNet.Having utility lines marked prior UNDER 6ROUND LINES IN COMMON TRENCH �� NOT INTENDED TO RETAIN SEWAGE,MINIMUM 20' to digging is free of charge. PER PROVIDER'S REQUIREMENTS - ->� SEPARATION FROM SANITARY LEACHING COMPONENTS, � / )� / W � N r \ (fi. SEE ARCHITECT FOR INFO. AND DESIGN REQUIREMENTS /� NO WELLS WITHIN `/ _ \ ` `Q I � 150'OF PROPERTY � � �, v v /~ PROP05ED AREA OF 015TURBAKE: �+ Qdo �` LOT 47 - ' / t18028 sglt (0.413G al-) w •Cry 24 PURCHASED MATERIAL EXCAVATION AND FILL QUANTITIES• PROPOSED SITE PLAN APPROXIMATELY 126 CU.YDS.OF EXCAVATED SOIL SHALL BE USED FOR ENGINEER: FILV6RADIN6 OF PROP05M SANITARY SYSTEM(APART FROM LEACHIN6 COLLARS). IE PURLF-IASE AN ESTIMATED f5b 77 CU.YDS OF RATEABLE SOIL(51PR S BY ASTM OR TIMBER I INTERDY,05 PVG PANE[ STANDARDS) FOR THE PURPOSE OF PROVIDING ACCEPTABLE LEACHING A�Q' 31KHEAD a BUTTOM OF EurFF SOILS FOR BOTH THE PROPOSED SANITARY AND STORM WATER SYSTEMS 20 10 0 20 40 b0 60 or 26 4' / � / GRAPHIC SCALE I,I = 20'-0' 00, I' n \ \ \ / 3¢4• 35 am TH EL. 27.1' 0.0'o GRADE EL=2b.l' Ji PIPE Q ATION EX.AG UNIT F51.IG� X�. X N \ d B� N Ofl PAD 5X• � FND OF EXI5TIN6 SANITARY ��' �- 38 111 \\o Brown loam IOU O 3493 1 LOT 45 SYSTEM TO BE ABANDONED \ .- -� 33` N �,\� - EL.2b.6' - OS' �OFESSIOr\P�' \ 1 / SGTM� 000 II 13 10 FOR MORE INFO SEE DWG 5P2 ROW O x Sv�RGRE-I,- s ti y1a V`\' 11 \1`�``\ ,� c �� F Brown d sand(56) TEST HOLE I)NEWN5 EX.ELEC. u c 5t01 RUBLI,HATER METER �q, o tN , 1 EL. - 4.0 JEFFREY T. BUTLER,P.E. � PERFORMED ON: OI-04-2020 O tX a's - �_ EA p\)zoR c` l PERFORMED BY: McDONALD 6EO561EW-E ` "20„E i✓ AEG TOP OF 5N6V R EXISTING 5 4 o FLUFF 1 j` I 'I Brown Fine Sad NO 6ROUNDWATER ENCOUNTERED 6 EL. 10.1' LOT 48 17$ 36 - EX.FR. E 3.b' 1 , \ 1 (50 J r t - GARAGE x. I I/2 STY 10 3& - 1 l 1 ' Q 5GT1 I# IOOO-III-15-07 cMF T V 1 lug EX.GP GF=32.a' ro F FR DWLC7 1 1 n 2 p� c I AIF MM WUNNIEWETA LECEND: r r- tr 0�� 3A 9/1V - N (r0 BE ~DWELLING / ' _ _ EL. 10.1 11.0 PUBLIC WATEP PROPERTY LINE EXISTING c�NGRETE URB TO BE REMOVED 32� PIS IZOEE 3 MODIFIED) o 34'GATE FX C j b' FF=3T U' z EL 3C 1' AND 13YE OF DRIVEWAY TO BE REWORKED, X qq 344' 1 ter+ S_ v ROAD _ . . _ . . _ . . _ SEE,SDP.SITE PLAN' DW6 5Pj w i w Ex,t SEP.V TO r?EMA C _ " 34rl PRINCIPLE YD SETBACK �l yTP ,�o' - `rn w iN no ° y1E1,1, PROP SANITARY PIPE -es-ems EX.HATER\ SCR 10 R t w 0�/���! / �(�; _,._. I� METER TO �X1t� `/ o� / _ rn1 o I APPROVED 6Y . �.' O _ O � Q -- REf�A1N 32 _ M° BOARD OF `C f'.USTEES f'; O, �Dil F� ` DEMOLISHED OBJECT(TBR) ---------- \ v 2 /32 Rti�E� i` fl II PARTIAL B ILL I z ( I I I Z v j ~ } 15 PROP.STORM DRAINAGE PIPE -so -90 -90 - Wr^ `li i ! f / DEMOLITION t2q 2' I I I I I I._: (`{) Z O LOT l31 PROP TUG HATER SERVICE w 3/ Q � -- ���10�5 30 ' I TOWN OF SOUTHOLD NOV 3 0 L020 i (.�- II •AREA TO BE REMOVED =b0 5Q.FT. / •CELLAR ENTRANCE TO BE REMOVED II II ^ T1-14 h)00-III-15-00 9 ( ! tI-EX.DRIVEWAY TO BE RB40RKED cg _ l I _._-_-----,-. -.__ I LU Dl!ELLING WELL 231' `p EXISTING WATER MAIN w O� / SEE PROP.51TE PLAN',DWG 5PI +283' ` U �' ` 1 ` \�E Q } ` 1 D Sku�l �( zo 207� v O Ll - EXISTING OVERHEAD UTILITY LINE: - , - - , - \c' 1I T,� �- III -___--- - -- z �....• I O 24"0 CAST IRON COVER FLO(KHART ro LOT 46 / 2� 21'11 o H ~ - PROP.U/G ELEGTRICAVCOMMUNICATION 73 _.- L/� C) FOUNDRY COMPANY PATTERN NO.61128 1 .. ` I I I _ Z Q � OR EQUAL(ADJUST TO FINISH GRADE) SERVICE LIIES: E E E _ EXI5TIN6 CONTOURS \ 30 °? _ -� Q O # N FINAL GRADE DRAINAGE 5TRUCTUIRE NOTES, ` _ •TO BE REWORKED I STORM DRAINAGE CALCULATION: D- O I. LEA6+N6 POOLS SHALL BE PRECAST GONG �j / Ii ,�!! _ �T� FOR STORMWATER LEACHING STRUCTURES M OWTS Pr 3 (� \ •SEE PROPOSED SITE w I-- i-- N Z., :,. �•• CEMENT STRUCTURES A5 MANUFACTURER BY SEPARATION DISTANCE REQUIREMENTS TO AN6RADE Y SYSTEM: HYDRO-ACTION AGl- 1 N- .,. PLANS,DWG 5PI AND SP2 I VOLUME =AREA x RAINFALL x GOEFFIGIENT O AND PIPING(RESIDENTIAL), COVER Q_J O 11 R -0 / RAINFALL = 2 =0.1b7 O < _ �; Fr: x, y �',� SUFFOLK PRECAST INC.OR EQUIVALENT COEFFICIENT OF RODE PATIO DECK AND GRAVEL DRIVE = IA J O I b'PIPE VIA.MIN. . ti-�: I SHOP DRANN65• SHALL BE SUBMITTED TO THE HORIZONTAL SEPARATION DISTANCES 11 t0 ?e, Er , IAS MIN.(AS REQ'D) T•. �-\ / W EXISTING UTILITY POLE TO BE REMOVEiD � Q-I O '` , \ - TOWN ENGINEER FOR APPROVAL FOR STORM DRAINAGE LEACHING POOLS, LEACHING_ EXPAN51ON 11 p� LL_ O 1 n I % 1° POOL POOL - EXISTING SPOT ELEV. x6 O ram!' r PER UTILITY PROVIDERS REQUIREMENT5 \ �A: O PIPE :r 2. ALL CONG CEMENT USED IN THE PROPERTY LINE =5 MINIMUM '� LL N C� HIGH DENSITY MAIIJFAGTURLN6 OF PRECAST STRUCT.SHALL BUILDIN 75 WITH CELLAR = 10 MINIMUM - I / rn 'O5 EXISTING DR-6 t PROP. let AND 2nd 5TY BLDG ADDITIONS = 2b88 SOFT. z I- I: l LP t)>P`%1 EXISTING CONTOUR ^•'� ~ DEVELOP A MIN COMPRESSIVE STRENGTi�OF BUILDINGS ON SLAB =5'MINIMUM \\r\'\N/2 � PROP.ROOFED OVER FRONT ENTRY PORCH = 54 SQ.FT. POLYETHYLENE MDI'E1 I i 1. H-20 8 THK TRAFFIC - TO BE REWORKHD: (`) G 1n 51Z1-5, � �A� SLAB 4000 P.S.I.IN 2b DAYS. WATER SERVICE LINE/LATERALS/MAIN5 = 10'MIN. J -24 `` i ,• �ZJ PROP.REAR DECK = 207 SOFT. 1L Q)n D PLOP.REAR RA15ED PATIO = 377 50 FT O ROOF LDR GOMI= x'j 3. ALL DRAINAGE STRUGTs SHALL BE PLACED UNDERGROUND UTILITIES =5'MINIMUM 0 P Z 1 X �f�i l /i C� NET PROP05ED = 3,52b SOFT. IN ACCEPTABLE LEACHING SOILS(SP OR SW), SANITARY SEPTIC TANK=20 MINIMUM TEST HOLE 1 b Q MIN IN THE EVENT POOR LEACHING MATERIAL 15 SANITARY LEAGHIN6 POOL= 20 MINIMUM EXISTING CONTOUR. II PROP. ADDITIONAL PERVIOUS GRAVEL DRIVE/PARKIN6 AREA = I)42 5Q.FT. 4' k� 4" WRAP WITH 6oz.(MIN) � � � � Z O NONWOVEN 6EOTEXTILE ENCOUNTERED,EXCAVATION 15 TO BE PUMP STATION= 20'MINIMUM FINISIED FLOOR ELEV FFLEL = b` i \ ' Q 1 x' CONTINUED TO SUITABLE MATERIAL.AND BACK MANHOLE=20 MINIMUM ;L :n (FILTER FABRIC) FILLED A5 DETAILED. PRIVATE WELLS=50'MINIMUM GARAGE FLOOR ELEV 6FLFL.= PROP.CONTOUR: PROPOSED BUILDING ADDITIONS. PORCH, DECK AND PATIO AREA: m v �~ ALL WALL SECTIONS 4 4.USE 15'VIA CORRU6ATED H16H DENSITY RETAINING WALLS = I0'MINIMUM B LA I I \ G�- 3,52b S.F.x 0.167 x 1.0 = 5bbb4 GU.FT. 3'MIN I I 3'MIN TOPS SHALL BE SET IN POLYETHYLENE(HOPE)HEAVY DUTY PIPE RUEL STORAGE TANKS(BELOW 6ROUND) = 20'MIN EX15TING UTILITY POLE rQ> 11HELLINL5 � 5TORAGE VOLUME REQUIRED =569 ClN A BED OF MORTAR FOR INTERCONNECTION OF ON-SITE STORM PROP.SPOT ELEV.: bA RBLG WATER O m LOT 47 USE, I -b'mx14'IDP.LEACHIN6 POOL � PAGE. WATER LEACHING POOLS HORIZONTAL SEPARATION DISTANCES FOR STORM 6 DIAMETER USE b"5DR 35 TO CONNECT DOWN5POUT5 TO DRAINAGE NON-LEACHING 5TRUCTUR-5, L5GTM� F STORAGE VOLUME PROVIDED = 591 GUFT. z I' SELECT 6RAPULAR SOIL DRAINAGE SYSTEM A5 SHOWN. PITCH AT WATER SERVICE LINE5A_ATERA1_5/MAIN5 =5'MIN PROP05D STORM DRAINAGE STRUCTURES: 1000-II1-12-05 z \-\ / I 1 BACKFILL FOR PERIPHERY I/b"PER FUOT MIN.IN DIRCGTION OF UNDERGROUND UTILITIES = 5'MItNIMUM Q - •(\ '00 PROPOSED ADDITIONAL PERVIOUS GRAVEL DRIVE/PARKING ARE Z i EXCAVATION AND BACKFILL WITH ACCEPTA3LE STORMWATER LEACHING POOL 5D, 6 26 PARTIAL SITE PLAN - DEMO 1,142 S.F.x 0.161 x ID = 1gO.11 CUFT. + LEACHING MATERIAL(5EE NOTE t5) AND BOTTOM LEACANG LEACHING POOLS.PROVIDE BOOT / ;: 1 1 // 56 PSG 5TORA6E VOLUME REQUIRED = 191 CU.FT. U�w GROLM WATER (5EE NOTE#'5) CONNECTION TO DOWNSPOUT. VERTICAL SEPARATION D15TANGE5 FOR STORM (SEE DWG.FOR COVER R6Ci'MTS) 1 / / U5E: I -b'OW LIQ.OP.LEACHING POOL.. QL A. HDPE PIPE 5PEGIFIGATION(AA5HTO M-244) DRAINAGE LINES: B. INSTALL'N OF HOPE SPEC.(ASTM 0-2321) WATER SERVICE LINOS = Ib'MINIMUM O OPEN COVER TO GRADE " . STORAGE VOLUME PROVIDED = 253 CUFT. STORMWATER LEACHING POOL TYP DTL SPI G.WATER-TIGHT JOINT TESTING 5PEG.(A57'M SANITARY WASTE LINES= IB'MINIMUM ©SOLID COVER TO GRADE EL=26.1' EL�n.4' PIPE / TL CONTAINMENT VOLUME REQUIRED: 180 GU.FT. Q 0-3212) _;SOLID COVER BELOW GRADE FriD 30 15 0 30 60 40 TL CONTAINMENT VOLUME PROVIDED: 844 GU.FT. � NOT TO SCALE D.GA5KET SPEGIFIGATION(A5TM F-411) 6RAPHIG 56ALE 1' ' 30'-0' SEE STORM WATER LEACHING POOL DETAIL,THIS DW6 of 4 ABANDONMENT BY REMOVAL: SANITARY S ITL PLAN EXIST.5Y5TEM TO BE ABANDONED BY REMOVING M v. LEGEND: ALL RESIDUAL SEWAGE WASTES BY A LICENSED WASTE HAULER REMOVING THE ENTIRE STRUCTURE(%) PROPOSED SANITARY SYSTEM: HYDRO-ACTION EXISTING CONDITIONS TP'IBEi?a INTERLOGKINr PVC,PANEL � PROPERTY L'"� �, BACKFILLIN6 WITH 51JITABLE SAND AND 6RAVEL PVLKHEAD @ BOTTOM of BLUFF MATERIAL,AND PROPERLY COMPACTING. vt E - - - \` O\ Q 1---__ PRINCIPLE YD SETBACK O GOVE12 TO GRADE �a'�5 /�,qG?T ¢ cv �, GOVEI2 B1.W GRADE `� \� Tw a.3' �"J`^ PROP SANITARY PIPE -� � � LEA0HIN6 EXPANSION o NO WELLS WITHIN 150, 4.00 9 Tw 123' �j4 wGo DEMOLISIfDOBJoG (TBW ----------------- P P >_ EY.AG UNIT e_:3 X, c� \\ B T �- / _ I 30 15 0 30 60 OF PROF'B2TY to `% 1 EXP, - - ' '. L�eAIIQtL ON PAC, _ex -0 OF EXISTING SANITARY cr 8 , \,r\ U% PROP.STORM DRAINA6E PIPE - - 1\P • FEIIG y 1 6RAPHIC 5GALEr - �- ' ` 9 y - LOT 45 FOR MORE INFO SEE DW6 5P2 - ' A�, o\ -_ �-] SYSTEM TO BE ABANDONED i - s�� \ �f yr a \ - o PROP U/6 WATER SERVICE w w w PROP05ED STORM DRAINAGE STRUCTURES J SLT!''1� 000- -3-o pnV!C'.�� r'"i--v _ �.��yl,�WALL �� 1` c„\ , o Cr� t� z PHELL111r EX.ELEG. Vn .- �x 1 EXISTING WATER MAIN STORMWATB�LEACHING POOL PUBLIC,WATER METER ��� Y0a 11� I r1 '� (5EE DWG.FOR COVER REQ'MT5)Ex O. EL ~�� " SNOv BLUFF " EXISTING OVERHEAD UTILITY LINE: r _ _- ---- �. ER E�5TI N6 I To of O OPEN COVER TO GRADE - C a $•36'20„E�� EX.FR 5 4 •� 1 , 1 ' ` TH 12.4' I O SOLID COVER TO GRADE u r17 �- Cs Ex, 0 1 1/2 5TY 0 36 _ ' I BW 85 �1 PROP.U/6 ELEGTRIGAUCOMhiJNIGATION SOLID GOvEft BELOW GRADE N a �9 - ) GARAGE piyR rn t� FR DWLG \ ' X W�g1P1R ANDINC SERVICE LINK: E E E E F- C}, GMF b.l' - E 0 �I 'l (0� EX.GP GF=32.8' 70 RE/yA/ry F (TO BE 5• r 5"•Tl'u 1000 -13-i5,3 a 1` z TEST HOLE ' DWELLIN 32- Pik jt s MODIFIED) 0 34 SATE v EXISTING CONCRETE CURB 70 BE REMOVED exGKS� 361 FF=3'I.O' ;: 14' N - RNI FLOOR ELEVATION FF = PUBLIC WATEP < A Q 3 EL 36.1' AND E06E OF DRIVEWAY TO BE REWORKED, 6 q - _ �1 I {J I i' CZ 6ARA6E RjX R ELEVATION 6F = E STING UTILITY POLE 7Q, SEE PROP.SITE PLAN,DWS SPI i'- iv _ . EX.4p SE�V r 0 0 - 3a _ N I m ( EXISTING CONTOUR _ W TD P.EMA IN 30.0 VA / L -b - I�p1N - d w w I I o l l l c LOT 133 �3 EX WATEP\ jR�ERv 5o R�/ C1J;-` ; 1 rn ry " I , 12�' _ �� EX15TING LOCATION MAP: o o REM.NHETER To �x�W // ��� 1 � �-- � ew 8 2' � � SPOT ELEVATION x6.0 PROP05ED CONTOUR: NOT TO SCALE � i;, � •; O NO WELLS WITHIN 150 \ 32 00 �-- t PARTIALBU- I)�IN 3z _ fi° ` J PROP05ED b OF PROPERTY / V'? r c'GR%' 1 1/ � DEMOLITION +24.2' �1 I I 1 ' 1 - N / " c3; 'i s s - 1t •AREA TO BE REMOVED = 60 SQFT. I 1 _ - I OD �'C', SPOT ELEVATION I` N CV t v1o� i •CELLAR ENTRANCE TO BE REMOVED I ` ' PROPOSED \ O z- EX•P�R q�zJW� � - „ J / / o I L: � �-EXISTING TIM6ER 8 INTERLOCKING SEX DWVE AY TO BE REWORKED �g -� J ` PVC,PANEL BULKHEAD.MHWM ALONG INNOVATIVE AND ALTERNATIVE ON-SITE 7g�-m os �\ �� / SEE PRfJP.SITE PLAN'.DWG 5PI N P � ' ` 1' BULKHEAD WASTEWATER TREATMENT SITE PLAN a �• �TH `y SI1U \m�� 7 LOT 46 "�g 2T 1' ATE AT: ZONING DISTRICT: R40 b4&5 NA55AU POINT ROAD GUTGHOGUE NY SEPARATION DISTANCE 3 T (,n ►1 \ 1 I , rw 12.a' FLOOD ZONE: 'X' REQ'MT5 FOR SANITARY s _ - EXI5TIN6 CONTOURS 30 0 2� ew 8h, nH g3, SUFFOLKTOWN OF COUNTY, N DATUM: NAVD68 LEACHING STRUCTURES (RE5IDENTIAL): \ �� -y / I - _ To BE REWORKED I I „W � SGTM NO COUNTY, NEW PORK MINIMUM HORIZONTAL SEPARATION 015TANGE5, 6) 5E PROP05ED SITE / \ $ 00 1000 III 13 II A. BUILOIN6 W/CELLAR= 10--0" �. j_ , 9 - 26 DWG 5PI AND SP2 }i a S7g$6.24 � G Rom". B. BUILDING ON SLAB= 10'-0'G.PORCHES,DECKS,HOUSE OVERHANGS, II / II •.. �� Et=2�Q -1P,R5 APPLICANT/OWNER: JANE WE ILAND -,�� EXISTING UTILITY POLE TO BE REMOVED I GA.NTILEVER5,ETC = 5-0 II pJT PER UTILITY PROVIDER5 PZOUIREMENT5 EX•poGK D. WATER LINES = 10'-0" " rC _ \N/2 SITE DATA: E.SURFACE WATER METLANDS) = 100'-0" rn F.PUBLIC WELL = 200'-0' � -- -- \• �\�� ( �J,l O gO P� ' \2 NO WELLS WITHIN 150' AREA SEAWARD OF T.O. BLUFF: 15,1TOTAL LOT AREA: ,415Q FT. (O I LINES 3607 AC) TO TIE LI G.PRIVATE WELL = 100 /150 \ H.RET.WALL(WTRPROFF) = 10'-0' Z G OF PROPERTY BUILDABLE LAND: 36102 50.FT. (O.b426 AG) � I 1 { \� � � J.U/6 FUEL TANKS = lO'-0" (BUILDABLE LAND = LOT AREA - AREA SEAWARD OF BLUFF) K.U/6 UTILITIES = 5'-0" PROP05ED 1 AND 2 51Y ADDITION5 TO EXI5TING 1 1/2 5TY FRAME DWELLING L.ROAD STORM DRAINS OR � � WETLAND AREA: 6,432 SQ.FT. (0.1417 AG) TIE LINE TO MHWM REGHAR6E BASINS = 20'-0" O m ¢ ` \ M.ON-SITE STORM DRAINS OR �,a � 1 �0 ' � V� � EXISTING 3 BEDRM DWL6 MODIFICATIONS TO EX DWL6: PROPOSED: b BEDROOM TO BE MODIFIED •NEW REAR DORMER RECHARGE BA51N5 = 10'-0 w I \ G�. / ADDITION FTPRNT: tI,U44 SQ.FT. m N.CATCH BA51N5,NON-LEACHING = 10'-0" PHELL1116 I EXISTING FOOTPRINT, t1,40T SQ.FT. •NEW UPPER FL,DECK TL PROP. FT PRNT: t2,451 5Q.FT. `O UN ER6 PROPERTY Gl)RRENTLY: � m O.SAN. LEACHING POOLS = 8'-0" PueilG HATER �7 I • ADDITION TO Ist FL,60 SQ FT. NO UNDERGROUND STORAGE TANKS EXIST • P.PROPERTY LINES= 5'-0' LOT 132 LOT 47 • REMOVAL FROM Ist FL,60 SQFT. (BASEMENT BELOW ADDITION) r1 Q a TOP OF EMBANKMENT OR STEEP SLOPL"- 5GT11a (ISRS SLOPE OR GREATER) = 25'-O" 000-111-12-0s2 , �Q ( J \E�'A �0'� � STORM DRAINAGE SYSTEM: ^ _ NO STORM DRAINAGE STRUCTURES EXIST ON THIS SITE. NO PROPOSED DRAINAGE R.BLUFF =65'-0' 66 rL6 GG'C �� _- �� � L L11� r CAMPONENT WILL BE PLACED WITHIN 20'OF PROP05ED SANITARY 5TYWTURE-5 hF-�'--1• 5.SEPTIC TANK PUMP 5TA,6REA5E TRAP 1 SJ .pp,EO UIG to --'" ,� II SANITARY SYSTEM: A-+ _V r OR MANHOLE - 8-0 _ OO EX15TIN6 SANITARY 5Y5TEM SHALL BE ABANDONED BY REMOVAL. m T.SWIMMING POOL = 20'-0' � �\ ti_� / ---� �us � � U.DECK RAMP =5'-O' EL= h.l' �_ e N 500 6A% 10, MIN ,. '_ z \� EL 26A FIPE - O Dcr C� r FNn / 10 M Tp,NK ' Q EXI5TIN6 : '..., o �" w ('(� X EXISTING y _PROPOSED z �) 13 6' I I/2 STORY FRAME •.'.''.';N• o rn I STY FIR GARAGE O 4, • X - b_ LLJ NEW GENERATOR AIN �, DWELLING •1 A X 7- SEE ARCH FOR ADDITIONAL TO m - LOT 4a INFORMATION (DRY EILD6 -MNO WORK) � ,, (TO BE MODIFIED, ..••:.•�1 o PROP. UPPER STY � O SGTM I000 III 15 Ol 6F=32.8' E,� o EXISTING N (SEE DEMOLITION PLAN)'.' '.'. a �� DORMER ADDITION, WUNNEWETA RD. pwR T rn TO REMAIN FF-310'. 42850.FT. 1n DWELLIN5 PUELIG WATER \ PROP. UPPER LVL DECK 1�ALL 'P \ 1 (NO woRK) •. ', o IN PLACE OF EX.ROOFED IJP 18t' 1 � ,QjU5 FRON11'� / 1v F OVER PORCH, 1"10 5Q.FT. O X`v _ {� PROP. Ist FL ADDITION / \ _ BENEATH EX.R/O PORCH,60 SQ.FT. m O �, `` 1 e •4,: 34A 237 ' LT NOTE: :y' •'�' 13 2 SEE DEMO PLAN FOR y'� _ I/A OWTS UNIT SIZING: rT EX. w BLD6 REMOVALS 3 rTwl -U WELL LOT 131 w ' 23' - 5.G17.H.5.DIV1510H OF ENVIRONMENTAL QUALITY STANDARDS FOR ^ W - F:,�'>�i'��C./�C / / I/ �4- -_._ APPROVAL OF FLANS AND SGTMKK I000-lu-l5-oe / w w � w '� 1 13�b' � PROPOSED �9 _ CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEM FOR SINGLE-FAMILY RESIDENCES / DATED: DECEMBER 29,2011 nwEwtlC I vt -�- W FAR i OF EXISTIPJ6 l WTER SERVICE LINE 1 30.0+ 2 5TY FR ADDITION TABLE 3- MINIMUM I/A ON-51TE WA5TEWATER TREATMENT CAPACITIES EN6INEER: HELL w _ _ / FF-31.0', 201 SaFT. 5.6 N b BEDROOM DWELLING: ro REMAIN(VERIFI I"Q F W W / // / / MINIMUM TANK CAPACITY = 660 GALLONS , EL.27.1' 000 6RAIJE SERVICE) w 1�1 OF � Brom low(a) o - I/A OWTS UNIT LOAD CALCULATION: �E ADDITIONAL 3 PROPOSED PROPOSED SANITARY DESIGN FLOW bbo 6PD EL.26.6' - 0.5' - / PERVIOUS GRAVEL PROP. I RA15ED PATIO •• b BEDROOMS 6 I10 6PD/BEDROOM =660 GPD ��� Broad clayey sand(50) PARKING AND j t RF OVR N 3TT 50.FT. MANEUVERING AREA ram, w •USE (1) HYDRO ACTION WASTE WATER TREATMENT PLANT PORCH � PROP05ED •• USE MODEL No. ANboo,GRAVITY SYSTEM 4A � ;� I STY FIR ADDITIO 18• •• 70TAL TREATMENT CAPACITY 660 6PD Trt LOT a8 AREA: 1,142 SOFT. _ Q�' q 0 & FYIC c � 5GTM 1000-III-15-0b.1 J Uv �- - - --_ 1Lie -3 ' (�) / �DWELLINC o t5TONE ENTRY% o � o o TO C' _lam_ fF=3I.D,83l SOFT. LL 2 �, .• TOTAL WORKING CAPACITY: 1895 6PD � ; PUELIG HATER C' 30 �' UvMM f17� 30 cr 30.Ox REIA�NING y16N) •• FLOW RANGE, 50-bb0 GPD / -, I �� `r ,H _-V- PROPOSED FOR 0 .. LOT I'O �vPATHo o oU �C'r �i7 Py��. T� 3 RGN Dv�'' _ LIQUID SURFACE AREA: 57 SOFT. 1lTILITY •• MAINTAIN SEE IREGUIFOR RE-D 5EPARATION D STpANGES,DW5 SPI ESSION EL.10.1' I"f.0' a',TM!+1000-III-15-5.1 p � O D<rIELLlf16 \ -�• UG ��IN GO � � F P FUELIG WATER j I� cS� �� PROPOSED .IEFFREY T. BUTLEP, P.E. TEST HOLE / 6 2G. ' `h PERFORMED ON: 01-09-2020 / MT ��' u 3 2�q' WOOD DECK, SANITARY LEACHING POOL SIZING: PERFORMED BY: MLDONALD 6E05CIENCE ��� p IN,5 Z X28.7 �N �� DEL.? 3683 PER S.G.DNS. DIVISION of ENVIRONMI3NTAL QUALITY,STANDARDS FOR APPROVAL OF PLANS ��- /z PT 10 4 SAN PIPE W/C.O., U {0.2 NO 6ROUNDWATER ENCOUNTERED a EL.10.1' _30 20 ``tD AND CONSTRUCTION FOR SEWAGE 015P05AL SYSTEM FOR 51N6LE-FAMILY RE5IDENGE5 0 HIGHEST EXPECTED GROUNDHATER a EL.112"7' / C.F F ETU �n� AUTO-VENTED (AIR VENT TIED v N r 0 PROPOSED �. INTO HOUSE VENT STACK) �' DATED: DEGEMBER 29,201? O /O, N RETAINING WALL. +29.4' ( REQUIREMENT PER TABLE 4: PROPOSED 6 BEDROOM SANITARY SYS: �' AG (( 7 Mi NOT INTENDED To MIN.LEACHING SYS.FOR 6 BED v, PROPOSED AEROBIC TREATMENT PLANT �• ' ( q �4i� RETAIN 5E�NAGE. �/z .3q�` 11 i BEDROOM RES.PROJECT USE: �� �� (SEE ARCH DWG MINIMUM(LEACHING SYSTEM(400 SO FT 51DEWALL AREA) LULL � \A FOR DESIGN) / I `�o MIN.50%EXPANDED SYS.(600 SOFT.SIDEWALL AREA) I - HYDRO-ACTION SET-N-GO ONSITE WASTEWATER TREATMENT ,- �� �` �5� _ SANITARY LEACHING POOL DESIGN: : SEE DETAILS ON DWG SP3 / EXF Ui 2� 1 - I1 O PLANT,UNIT INCLUDES: / 1 ' �►'�' E �A' 28.3' _ 5" LOT 46 _ CALCULATION BASED ON EXPANDED (50%) SYSTEM REQUIREMENT5: � - I- [Q W 600 5Q.FT LEACHING AREA /25.0 5Q.FTJVERT FT = 24D VERT FT REQ D w F-- � z } • .. MDCD-5EI6N FLOw�.6RAV�YSTEM z� �P�G� 1\\ :,'��---D-{ � x28:1 \� E GNTF�L PNL � -�� � � � � -- ' � � � _ O of�I�`'N YOI-,�Off / �� __ ' '� ,�` 20 AMP MAIN SERV. FROM - 24.0 VERT FT /3 - b LEACHING POOLS = 12.0 VERT FT/POOL REq D I--� {- I X •• 9P5(OP /GNTRL CENTER) W ALARM BEACON 4 AUDIBLE 0 TH p ,�p� � 1 MAIN PANEL IN HOUSE - LOT 47 UPON INITIAL IN5TALLATIO r USE: W i HORN ALARM(LOCATED REMOTELY,AS SHOWN) z / � SS 27Yx - 800-272-4480 811 • PROVIDE: \� 00 - • � _ � ��\N -- (2) b� x 12 EFF. DEPTH LEACHING POOLS � � (� 0 � .� 2� U/7 ELEG CND FROM DWLG TO REMOTE CONTROL PNL z �0\�'�\,\r"'-��tk\\�' �' LP \0 PROPOSED �28 MIN. LEACHING AREA REQ'D' = 400 SQ.FT. OF SIDEWALL LEACHING AREA � Z ( 0 www.dignetnycli.com 2 U/6 ELEG CND FROM A.G. TO OP5 S o �6 \0 �� ,-,� - '� CONTROL PANEL AND BLOWER: SIDE WALL LEAGHIN6 AREA PROVIDED = 400 5.F LL..I 2' U/6 VENT GND FROM P.T. TO HOUSE STACK , or www.call811.com Q p Q / .t�\ 8 x2b.1 �10 / REMOTE HYDRO-ACTION OPS GNTRL GNTR, (] Z O (for other states) 5FI CONVENIENCE RECEPTACLE NEARBY CONTROL PNL z z 0� � x28.1 l � BLOWER MOUNTED AND 6FI RECEPTACLE ON UPON 50% EXPANSION IN5TALL AN ADDITIONAL: H 9 - (V G 2b H FRAME,SEE NOTES ON DWG SP3. I ) O By law,excavators and contractors PROPOSED LEACHING FIELD - / - (MIIN.LEACHING AREA REQ'D'A 600 5Q.FT.OF 51DENALL LEAGHIN6 AREA �j► (Z/ 28 / ` - • FOR NfOUNTING DESIGN/REQUIREMENTS SEE F-� IL working in the five boroughs of New York USE: LU ¢� / - 'PROPo5E7 ?i'FRAME DETAIL',ON DWG 5P3 SIDE WALL LEAGHIN6 AREA TO BE PROVIDED y (2) b'0 x 12.0' EFF. DP LEACHING POOLS AND z �' 0 - / • SEE'CONTROL PANEL RMMTS'NOTES,SEE UPON EXPANSION = 600 55 O I n City and Nassau and Suffolk Counties on � O \ �j°b � � --- •� DWG SP3 � � '� Long Island must contact DigNet, LOCATION FOR 50SG EXPANSION SHOWN 4 0 \� \- _ - - 1-800-272-4480 or 811, at least 48 hours • MAINTAIN SEPARATION DISTANCES Caw P\��Pk��O f / STR CT RE COMPONENT DETAILS Q L O but no more than 10 working days MAINTAIN 5% 6RADE OVR 20' AROUND 5AN 5Y5. N z a- � o�- PROPOSED `aGDH5 REF. No.: R-20-136G (excluding weekends and legal holidays) O 26 / Cn Z ( g g y ) 5EE DETAILS ON DWG 5P3 Q- v MINIMUM GIRD a 20' OFFSET r'o 27 prior to beginning any mechanized digging - INSTALL ADDITIONAL COMPONENTS: w - FROM SAN. SYS VARIES PARTIAL SANITARY SITE PLAN or excavation work to ensure underground O w 21 - 3 � O lines are marked. Excavators and I - 4 PRE-CAST DISTRIBUTION E30X (SEE DTL ON 5P3) Q- u- N _ - (MAX ALLOWABLE 6RADE DROP 15 y a Zj contractors can also submit locate • ENDGAP LEVELING DEVICES (T(PICAL) - - \ 5%WITHIN 20'OF SEPTIG SYS) PROPOSED EO requests online,through ]TIC. If you do not Z < c 27 �� STORM DRAINAGE LEAGHIN6 POOL currently use ITIC, please call - a \ &'�PA5'L.D. L.P.(5EE DWG 5PI FOR STORM SEPARATION DISTANCE REQ'MTS FOR pRAIIJAGE GALL.AND STRUCTURE DETAIL 1-800-524-7603 for more information. \ 5D 10 5 0 10 20 v _f � � � „ _ , , ' SANITARY 5FPT16 TANKS, I/A OWTS, PUMP STA OR MANHOLE (RESIDENTIAL): AND REQUIREMDtT3) GRAPHIG 5GALE 1 - 10-0 For safety reasons, homeowners are 26 \ \ l \ ` strongly encouraged to call as well when MIN. HORIZONTAL SEPARATION DISTANCES L.ROAD STORM DRAINS = 20'-0' / �w 3 O Lli planning any type of digging on their A.BUILDING W/CELLAR = 10'-0 10'-0" 0 M.ON-SITE STORM DRAINS = 10' " 0 PAGE: property. Homeowners can contact us B.BUILDING ON SLAB =5'-0' N.CATCH BASINS(NON-LEACHING) = 5'-0" ��-° - ---- - - - G.PORCHES,DECKS,HOUSE OVERHANGS, O.SANITARY LEAGHIN6 POOL =V-0' directly at 1-800 272 4480 or by calling , o 811 the national call before you dig CANTILEVERS,ETC, - 5'-0' P.SEPTIC TANK FUMP 5TA OR M.H. = 5'-0' , � ,ti ------- ' D.WATER LINK = 10'-0' Q.PROPERTY LINES = 5'-0" ?6 p 6 H �� o / number. For excavation work completed on E.9JRFAGE WATER(WETLANDS) = l -0 5' ' R.SWIMMING POOL = 20'-0' personal property, it is the contractor's F.PUBLIC WELL = 200'-0" 5. TOP OF EMBANKMENT OR STEEP SLOPE 0 \ / responsibility--NOT the homeowner's--to (5.PRIVATE WELL = '15'-0' 05%SLOPE OR GREATER) = 25'-0" �� IN contact DigNet. Having utility lines marked H.RETAINING WALL MTRPROOF) = 10'-0" T.BLUFF=65'-0' \ /- o \��/ SP2 prior to digging is free of charge. J.U/6 RUEL TANKS = 10'-0' U.DECK/RAMP = 5'-0' \ °U/6 UTILITIES = 5'-0' / 5GDH5 APPROVAL AREA: K. _ of 4 O PROVIDE 20 AMP BREAKER IN MAIN ELEGTRIGAL PANEL IN o PUMP/GOMPRE55ER POWER CIRCUIT NOTES: iy o --------------- ASPHALTIC MATERIAL OR EQUAL. s - PROPOSED BUILDING FOR G 6 II -; / FINISHED GRADE i. PIPE JOINT5 TO BE SEALED W/ PROVIDE O GBI MI �, �, --\ WHEN REQUIRED TO BE SET AT FINISHED GRADE �' PROPOSED I/A OWTS � p -� DEAGE5(TYPIGAL) o LI LI 5PI SPRAY ° z_ N K "" °"�''�' 2.L15E ENDGAP TYPE LEVELING �` u_ o PUMP PUMP RATINGS1 AK-080917-1 COVER ADJU5TABLE AND LCUGKINC7 CAST I FRAME RAME t 3/4HP® 115V 15.0 F.L.A. FINISHED GRADE COVER(CAMPBELL 102 G OR APPROVED EQUAL) Lx ,-N N H T N MOTOR L> ® 14x 12 2' v ° tv .® 1 � ����� ® ® ® ❑ �� INSIDE LID VIEW N r Z o ® � M2 G5R b LOOPS I�`"J ON ON ON ON ON 19 O CONCRETE 20 j\ �%` \ _ in \\ \\\ NOTE: ENCLOSURE HINGE TO THE RIGHT / i i v o p RPI REGIRG 20 20 0 0 �o o ,�� CHIMNEY / CV N p u, PUMP I j R 4 R G I I U MIN \�\\ BAFFLE REQUIREDGH DS ® > PUMP RATINGS: r or< orr orr or orr �, y SLY. �„ ;�� �\ ��N �] MOTOR 3/4HP® I hV 15.0 F.L.A. /\ ----_ ///� --- g 711 J N Cr. CB2 CBJI CB5 %"% `�� Y2"PER FOOTT v \ INLET 4-0 5DR 35 PIPE, �' ® a MIN.SLOPE=Ye"/LIN FT _ i ALL OUTLET PIPES 5ET 0 SAME � GB3 M3 � �� � 0 ® q I /��/ MIN 4" DIA. ® z I _ BLK MPI MIXER i APPROVED ® INVERT ELEVATION PUMP RATINGS: I I PIPE PITCH ® WHITNPUMP MOTOR 3/4HP® II5V 15.0 F.L.A. ', �, C \\ Ye„ PER 1'-0" ® (2)2x8 x(LEN6TH TO SUIT)ACQ n O o o ®� n a ^LABELS ON.1111H Or LID \/\ ® o HORIZONTAL OR055 MEMBERS(TYP) II G t.--------- r--- --- r--------- % N GB4 Mi Ma FA8 I, J94VAhY.R2FID iI II N�Pfi�il]����PJ4D II II 41131ddFR11 iI H �i1 /\\� OUTLET(5) � �_________�' �_________�' �_________� , GRY GI I I 3 MIN. 3'MIN. \j I� COMP COMP.RATINGS: LU 4 m 5DR 35 PIPE, ¢� I / MIN.SLOPE=Ye"/LIN FT ° COLLAR LLI COLLAR /\\/� ° aI p MOTOR 1/4HP® 115V 5.4 F.L.A. - ( o o r� o 0 o p[ /\ ALL INLETS PIPES SET • I/A OWT5 N n" / / z // SAME INVERT ELEVATION • ELECTRICAL ��� e L, \ N BAGKFILL SAND OR USE(4)Ys'd 6ALV GNTL PNL c (( { o 0 0. o 0 0 \\ PEA GRAVEL(12 MIN).'' ' I2•w x 10 NOTE: ALL MOTORS MUST HAVE o O p LA6 BOLT W/6ALV. , WASHER®HEAD • • o INTERNAL OVERLOAD PROTECTION. (� ® Ij 4 SPI N RPi N P1 N Ci N 1 2 3 4 5 6 C� FPIE®(®',F��f�f6:PEPf� AFRNFP(F.@COPPu� QL4�F1(FA61ff1R ®® i o CV fV (TYP 0 EA.P05T) • • y r� _ I I L tV r N �""�' �'��' ` �� TYP. PRE-CAST DISTRIBUTION BOX s s d N (V Q V 4,l FI n�, FF:a�oaooleu� 1N° /\ NOT TO SCALE BLU I LRI-QI RED/HH HT 4x4x8L6 AGO THE CONTROL PANEL BOX MI TIMBER P05T ®®® /�\ MINIMUM COVER 36" ON A BE PEALED OUT5IDE I LRI-02 PINK/HH H ON A SUITAE)LE PEDESTAL � $LU BELOW GRADE WITHIN VIEW OF THE 5Y5. Z p M2 INCASED IN POURED THAT IT SERVES.CONTROL 7- dj \ SUITABLE COVER CONCRETE IN 12" CENTER SHALL BE PINK/WH A / Z STOPPER OR ///--- ;� \\�\ I a, O" � I 3 MIN TO END PLUG / TO 6RADE DIAMETER SONOTUBE. H. INTED 3_'i'ABV FINISHED m REGIRG RUNNING RECORDED 1 (TYPICAL) GRADE(MIN)OR ABOVE I LRI-Q3 YELMH HHT 0 -- o /\\ BFE,WHICHEVER I5 HIGHER, BLU \ GROUND WATER PROPOSED YEL/1^1H - C I G MIXER WINNING COLLAR DEPTH zo z LL� SEWER PIPE FH' FRAME DETAIL (SrtwGTURE FOR I/A oHTS CONTROL PAWL I IOUNTING) BLU LRI WHT (BAGKFILAND GRAVED CLEAN SAND K F=�F �i 5GALE:NONE BLU LRI-04 RED z 30 ELBOW TYPICAL -A r16 PLC INPUT e���ti a��F Rio - - - - EXTERIOR Y w GLEANOUT / BLU A5-I PINK �N '� m 3 ELEVATION KT.5. BLU 5 b RED ALARM NEW 20 AMP,i POLE BREAKER DEDICATED FROM UTILITY LEACHING POOL CONSTRUCTION CRITERIA: BRN TO HYDRO-ACTION CONTROL PANEL PROVIDER oR� o I.FOR AREAS ON1 NMOI',NDA&EAVEL,THE DE516N 4.AGGE55 OPENINGS WITH A MIN.DIA.OF 20" b0" WE i HHA ri MUTE 120 VOLT,IP SERVICE TO HYDRO-AGTION INGOMIN6 SERV. OF THE LEAGHING POOL SHALL BE BASED UPON A SHALL BE PROVIDED FOR EACH POOL. m BLU TEST CONTROL PANEL (DETERMINED MAXIMUM EAGHING RATE F NOT REQUIRED TO BE L O 1.5 GALLONS OF 5.ALL GONERS,WHEN N NOTE: ADDITIONAL GLEAN OUT SHALL BY OTHERS) IJL'E,i p (2 fib,�b IN I"PVG PIPE) 2.LEAGHING POOLS ARE TO BE CONSTRUCTEDL OF REINFORCED CONCRETE(OR EQUAL).GLOVERS NO HOUSE TRAP SHALL BE PROVIDED • < ,. � oRc W%- BE PROVIDED IN INTERIOR OF BLDG, 0 ALARM LIGHT HYDRO-ACTION HYDRO-ACTION UTILITY PRECAST REINFORCED CONCRETE(OR EQUAL) OVER 3'(P ARE NOT PERMITTED PER IRG 2015,P3201.4 RED BLK HHT AERATOR I/A OHT5 MAIN BUILDING SERVICE LEACHING STRUCTURES,50LID DOMES 4/OR SLABS. b. ALL CAST IRON COVERS SHALL BE SET AT FIN. CONTROL PANEL REQUIREMENTS: ELECTRICAL CIRCUIT BREAKER METER 3.LEACHING POOLS SHALL BE A MINIMUM OF 8' IN GRADE,BE LOGKIN6,HATERTI6HT,INSECT-PROOF NOTES: CONTROL PANEL PANEL OUTSIDE DIAMETER. AND APPROVED FOR SEWAGE USE. I.FOR GLEANOUT(5)LOCATED IN TRAFFIC AREAS, `•/� IY� PROVIDE WITH TRAFFIC BEARING FRAME AND COVER ^ O I.THE CONTROL PANEL BOX MUST BE PLACED OUTSIDE ON A SUITABLE ENABLE 12'W x'4'r TYPICAL SANITARY LEACHING POOL (LP) 2.FOR U5E WITH BUILDING EXTEN51ON5/GONNEGTION5. Fil^ PEDESTAL WITHIN VIEW OF THE SYSTEM THAT IT 5ERVE5.CNTRL GNTR AND BLOWER SHALL BE MOUNTED 35'ABV FINISHED GRADE(MIN)OR BLU 1 v YEL - - 11 PLC INPUT NOT TO 5GALE �- ABOVE BFE PLUS 2D'FREEBOARD,KAGHEVER 15 HIGHER. SEE 'H' ELECTRICAL NOTES: EXISTING FRAME DETAIL ON DWG 5P2. I. BURIED ELECTRICAL POWER CONDUITS SHALL GROUND ROD • T 2.EXTERIOR PANEL INEMA 4X SPEGIFIGATIONS)PLACEMENT ENABLES BE A MINIMUM OF 24 INCHES BELOW GRADE. THE SYSTEM TO BE 5ERVIGEO AT ANY TIME,ELIMINATING THE NEED BLU OVERRIDE 2.ALL ELEGTRIGAL WORK TO BE PERFORMED IN _ ({� TO AGGE55 THE IN51DE OF THE BUILDING. 3 4 GSR IPYEL/WH PLC INPUT ACCORDANCE WITH NEC. 3.THE CONDUIT MUST HAVE APPROPRIATE SEALS TO PREVENT GA5E5 mow/ AND MOISTURE FROM REACHING THE CONTROL PANEL OR JUNCTION BLU WH INK 14 PLC INPUT ELECTRICAL ONE-LINE DIAGRAM W m X BOXES. 4.5Y5TEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING 5Y5TEM TAN -�� 5GALE:NONE l < WHICH WILL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE TIME D05E n C0 PLC INPUT F-4 X ZLL READILY SEEN AND HEARD BY THE Ck',GUPANT5 OF THE BUILDING BLU SERVED. DEMAND 5.PRE55URIZEP MUST BE EQUIPPED WITH A CONTROL PANEL WITH < O MEANS OF GONNEGTING A PORTABLE GENERATOR TO OPERATE THE E SPRAY TAN/lNH s 18 PLC INPUT SYSTEM DURING A POWER OUTAGE. O LU o) ELECTRICAL SCHEMATIC DIAGRAM O FLOATNOTES w (V FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. P1 N Pi N P1 N C1 N 1 2 3 4 5 6 MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTt�_LER. ({� DASHED LINES INDICATED ITEMS NOT CONTAIN IN THE PANEL. REQUIRED TORQUE FOR TERMINAL BLOCK 5CREW5 15 Ib IN-LB5. FIELD WIRING MUST BE A MINIMUM OF 60°G COPPER WIRE. Y Ws s m o a � � L `J a a a of a m - w a a / f _ a a a a a a a z a: w rr a ITION s a w 3 PROPOSED x ENGINEER: (b B DORM DHLG) CONNECTION DIAGRAM / 15t FL.EL.37.0' REQUIRED TORQUE FOR TERMINAL BLACK SCREWS IS 16 in / Co �P ELCY T eC/ O.p �<1 7- 2"�PVC ZN M. Z MAINTAIN 5%GRADE: PENT PIPE � � � IF A RI5ER COVER WEIGHS LESS THAN b0 LB5 A SECONDARY CONNECT TO 0�3493 A MAXIMUM 5%5HALL BE MAINTAINED FOR A MINIMUM OF 20'HORIZONTALLY SAFETY LID OF DEVICE SHALL BE PROVIDED. HOUSE 5TACK OFESS10 �,� FROM THE NEAREST EDGE OF THE LEAGHING POOL5 BEFORE TAPERING OFF PROVIDE COVER: 729 CAL, YU 1 NITR \° TO PREVENT 5EEPABE OF THE LEAGHATE THROUGH THE TOE OR EDGE OF WHEN REQUIRED TO BE 5ET AT FIN.GRO: PROVIDE COVERS: JEFFREY T. BUTLER, P.E. P / THE SLOPE(EQUATES TO MAXIMUM DROP OF 12 OVER 20 HORIZONTAL) USE HEAV'DUTY,WATERTIGHT, DU ON TANK _ CONTRACTOR TO PROVIDE WHEN REQUIRED TO BE SET AT FINISHED GRADE USE: EXISTING IN5EGT-PROOF AD.U5TABLE AND LOCKING •THERMOPLASTIC COVERS-LOGKING,WATERTIGHT, PROVIDE COVERS: 14 GU.YD5 OF RATEABLE 501L FOR THE CAST IRON FRAME t COVER(CAMPBELL 6RD ® BLD6 = EL. 30.0' J INSECT-PROOF,FLAT,SKID PROOF,BE APPROVED FOR SEWAGE _ EW@ WHEN NOT REQUIRED TO BE 5ET AT FINISHED GRADE USE: PURPO5E5 OF REPLAGING UNSUITABLE 102 G OR APPROVED EQUAL) USE t HAVE UV PROTECTION 4'_ �p } cf� •PREGA5T REINFORCED CONCRETE COVER(OR EQUAL) 501L5 WITHIN THE PROPOSED LEAGHING G.O. �..� 'n + �° POOL GOLLAR5. / '%"% '/''i" '/� '. /\\ \\/ O O CD PROP05ED GRADE OVER L.P.'e VARIES EXISTING GRADE EXISTING GRADE OVER ATU @ EL. 25.6q j`\� \ ,;. //\ Z _ NATIVE /\// ,\\j\� \\j Qn (EL.28.1'+/-) OVER DB® EL.28.69' =_ - /\jz //\\j L iL / LLI SLAB: EL.21.1 \ BOX �I N I-- II I 4"(P 5DR 35 XPORT PIPE, j\\//\\//\\/jy� I } ° ° ° ° ° ° ° `EL.26.6'-T.D.'SG'SOIL RIBBON;�\� ,�;_✓/,�////,�//,✓///,/i,/j,% , • =- ',/ -----____-- -----____-- _ - II IIII II I DWLG TO PT, 42.I1 LIN. FT. /\\//\\//\\J r'r� B.O.SLAB: EL.26.6 O.INV. ® A.G. II II I I.E. @ PT. /\/\/� O.INV ® I jx PLO GNTRL PNL I^U HPI20 COMPRESSOR AND 1 I I i i I 1 I I I i i i I = EL. 26.65 II IIII J �°C° II I = EL. 26.15' MIN. SLOPE =Y4" / LIN FT /\\i/ /\\/' V = BLOWER TO BE INSTALLED REMOTELY POWER LINE AND MISC. GONNEGTIONS NON-RATEABLE SOIL „ _ „ = \\/\\/\\� DWLG. _ - IL BRN CLAYEY SAND 1 1 I 1 1 I A ERATIION 42.17 L 7 x Y4 10.54 %;./\/ I CY IL (5EE 51TI= PLAN FOR PROP.LOCJ TO BE MODIFIED AS REQUIRED TO II II I / EL. 2�.63 W I I , d LP NV. = EL. 2621 I (3,o.DB=EL.25.T �MBIE� 0.88 MIN SLOPE \�\\ ACCOMMODATE REMOTE LOCATION OF 5G SHALL BE REMOVE II II I I \/ � Q O Q '� LEAGHING POOL �� OP5 CONTROL CENTER A5 SHOWN ON AND REPLACED H/ n I I I I I I I I I I I I I I 4 5DR 35 XPORT PIPE II II Z Q/ O r P.T. NATIVE NATIVE SITE PLAN } RATEABLE SOIL (I OF 2) p I REPLACE I O,INV. = EL. 26.36'o� FROM AG TO DB, II II I I ������� UNDISTURBED UNDISTURBED Q F•- O 5W'OR 5P' PER I UNSUITABLE SOIL W/ I I &.08 LIN. FT. MIN. SLOPE = II II TAB SOIL I /I - PER 5GDH5 5TANDARD5 FOR APPROVAL OF u_j TYPE SIP OR 5W PER / _ ASTM STANDARDS � i `" I SOIL F..-� Z - PLANS AND CONSTRUCTION FOR 5EHA6E O A5TM STANDARDS 4"(P 5DR 35 XPORT PIPES FROM Ya /LIN FT II III •• O III I I I I I I I I IIII II Lill . � _ _ - DISPOSAL 5Y5TEM5 FOR SINGLE-FAMILY I 1 I 1 I r _ _ /I 1- O J, J LLI ;J J a �� � ) DB TO LEAGHING POOLS S.OS LG x Ye - 1.01 - IIII I I//I - 1' - RE5IDENGE5,12-29-201! ' `' ' ' ''` Imo/ 2"PVC VENT LINE(TIE _ EL.23.1 \O j j 5/01 IBBO\\\\ SECTION 5-IOb.A.4. �\ �� O.Oq MIN SLOPE INTO BLOG VENT STACK) Cn S.OS LIN. FT.,(WORSE CASE) // / MIN.SLOPE =Yb" /LIN FT !(� \\/`3-0 ����\\ \\ WHEN INSTALLING LEAGHING STRUCTURES /�/ %� %%� i; / N u - - O ..`: � r, ---I ✓\ \/ r /\/\i\/\/\y\ ` S.OS' L6 xY8' = L01" = O.OQ' MIN SLOPE - " u n Q1/ 3 Q 111 -I O i F i .,./i,.501E COLLAR / %/ / / / / II I UNSUITABLE SOILS SHALL BE REMOVED \/\/ /• .i\/ !/�/� \ B.O. CHAMBER ® EL. 21.45' B.O. P.T. © EL. 21.45' w INSTALLATION -- i`i�/`i`i/ �/ �i`i :� AND REPLACED WITH SAND AND i\\/��\_X /X"\\'X\/�\/ REQUIREMENTS: II i II \���\//\��,\�//\\i/\\/�\N, N\/\\ GRAVEL,ACCEPTABLE TO THE //\\// \\i/;i,�`iN D1�®.A(�7�'�®�T AST N O `N\/\/\/\/\/\./\`�� DEPARTMENT,A THREE-FOOT COLLAR 1.THE 1/A OWT5 TANK 5HALL \/\//\/\/,\/\,,\, /\/ ./\/\/\/\/\/ \// •,/,\//\/ / / / EXTENDING DOWN INTO A MINIMUM OF '\//\//\//.\//.\/ :\// �� \ SLOWS REF. No,: R-20-136q 0 -__��. BE INSTALLED AT LEVEL IN II AERATION I II II j/\�,/\\j/\\j/\\//\//\\j/\\//\\/ 51X-FOOT STRATA OF ACCEPTABLE �//\\/j` NATIVE 501L \/ U- ALL DIRE,TION5(WITH A III \\�; \\/\\\/�\�`� ``/�\ ` �: SAND AND GRAVEL. �\�\\TYPE 5P OR 5W//\\/ Z MAXIMUM TOLERANCE IN C � II II //j,�////%//�//x/%\//•//j'/// i// www.dignetnycli.com O C) LL1 \ \ \ \/\ TO BE RETURNED \/ QUARTER INCH)ON A DIRECTION OF f/ONE �? P.T. m /\\/�\\//\ \ \\ \ \\//\� %�/% POST EXCAVATION /j of NSW Y0 CIfy www.ca11811.com \ \ . or Z u> to \�/�\\/�\\/ /�\�/�\�/�\����� - - - - - - - - ' / X/� \� \�//. $��G I �b (for other states) QI O Q MINIMUM 3-INCH THICK BED PROPOSED SANITARY RISER DIAGRAM 800-2�2-��80 1811 ° OF PROPERLY LEVELED TAN] I II II AND COMPACTED SAND INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYS. (FREE FROM ROCKS)OR PEA GRAVEL. I I //`/j //`\//\\//\\//\�;i\\/i`\ �i/\ \\i/\\i/\� GRAVITY SYSTEM By law,excavators and contractors working in For safety reasons,homeowners are strongly `B.O.POOL® EL. 14.21 \`� \\ \ \\'\ \ ` \\x\\/\\/\\/\ the five boroughs of New York City and Nassau encouraged to call as well when planning any PAGE \ \\ \\ \\ \\\\\ \\\\/\\� / //\�//\�/ /�/\ \//�����/�//� SCALE:NONE and Suffolk Counties on Long Island must type of digging on their property. U U /j//j//z ,\% /\/\/\/\/ /\', ' \//\//\// \ \ \/j\ I contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at \ \ \ i- \�<\�//\// // 8 DIAMETER'\/,\/.\/ •/• / !/. \/\/\/ / 48 hours but no more than 10 working days 1 800-272-4480 or by calling 811,the \i > T„ > . / /�\i\\i\\i\ OWNER CARE OF SAN. SYS: 5.0' I I 5.5' NATIVE /\ '\'\ \ (excludingto belnninweekends mechanize legal d digging prior exeavatioonal olwork com you letled onig number. ersonal UNDISTURBED SOIL \//\//\//\// •FORMULARIZE ONESELF WITH THE MANUFACTURES RECOMMENDATIONS FOR GARE OF excavation work to ensure underground lines p p\ \ \ \ \\ \\ \\ \\ g property,it is the contractor's HYDRO-ACTION WASTE WATER TREATMENT PLANT �'/�%•� //�\/�/////\`%\//\//\//`�// //`/\//\//\//\%/`/�////�\\//\/�\�/\/�\< SANITARY COMPONENTS. are marked.Excavators and contractors can responsibility--NOT thehomeowner's-to •PRIOR TO ANY FUTURE 51TE WORK ALWAY5 ERECT GON5TRUGTION FENCING 8 BEYOND also submit locate requests online,through contact DigNet.Having utility lines marked \j j ENO GRSP3 OUND WATER EL.10.1'PER TEST HOLE.�\��\j\\i�\\ \\�\\��\\/�\\�/\'/1! THE PERIMETER OF THE WA5TE WATER TREATMENT UNIT TO PROTEGT THE GOMPONENTS ITIC.If you do not currently use[TIC,please prior to digging is free of charge. MODEL NO. AN600 (GRAVITY 5Y5TEM) / // HIGHEST EXPECTED GROUND WATER EL. 11.21 \//. call 1-800-524-7603 for more information. SGALE: NONE \/////j jy/j�//y//y//%y\y//y//\y//y\i/\\ VEHICULAR DAMAGE. of 4 50' MIN. WOVEN WIRE FENCE (MIN. SYMBOL: PROFILE EX15TINC7 14 1/2 6AU6E W/ MAX. 6" ME5H SPACIN6) x S MOUNTABLE BERM (OPTIONAL) 3, PAVEMENT S $/ 36" MIN. LENGTH FENCE POSTS o a \ 10' MAX. C. To C. DRIVEN MIN. 16' INTO GROUND. g d 67ROUNL? CLOTH z u Q 50' MIN. PLAN VIEW 1 i HE16HT OF FILTER_ o_ z EXI5TIN6 � I_ = 16" MIN. %^ GROUND .v v V v `j1 v 4;j A PERSPEGTIVE VIEW �, 12'MIN. EXI5TIN6 o CL N PAVEMENT GON5TRLIGTION 5PEGIFIGATION5 r I. WOVEN WIRE FENCE TO BE FASTENED , lx 36" MIN. FENCE POSTHA z 5EGURELY TO FENCE PO5T5 WITH WIRE TIES WOVEN WIRE FENCE (MIN. 14V2 o AIL A OR STAPLES.P05T5 SHALL BE STEEL EITHER 6AU6E W/MAX. (0' MESH a 'T'OR'U' TYPE OR HARDWOOD. CONSTRUCTION SPECIFICATIONS 2. FILTER CLOTH TO BE TO BE FASTENED SPACING) W/FILTER CLOTH SECURELY TO WOVEN WIRE FENCE WITH TIES N o 0 I. STONE SIZE -USE 2 STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SPACED EVERY 24"AT TOP AND MID SECTION. o a cpv 2. LEN5TH-NOT LE55 THAN 50 FEET(EXCEPT ON A 51N5LE RE5I05GE LOT WHERE A 30 FOOT MINIMUM LEN6TH WOULD APPLY). FENCE SHALL BE WOVEN WIRE,12 1/2 GAUGE,6" o ry 3. THIC0E55-NOT LE55 THAN 51X W INCHE5. MAXIMUM MESH OPENING. FLON� z UNDISTURBEI p 4. WIDTH-TWELVE 02) FOOT MINIMUM,BUT NOT LE-55 THAN THE RILL WIDTH AT POINTS WHERE IN6RE55 OR E61RE55 OGGUR5. 3. H-EN TWO SECTIONS OF FILTER CLOTH ADJOIN GROUND TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. EACH OTHER THEY 5HALL BE OVER-LAPPED BY 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACIN6 OF STONE. 51X INCHES AND FOLDED. FILTER CLOTH COMPACTED 501L 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON-GON5TRUCTION ENTRANCES SHALL BE PIPED SHALL BE EITHER FILTER X,MIRAFI IOOX, O� ACROSS THE!ENTRANCE.IF PIPING IS IMPRAGTIGAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. STABILINKA T14ON,OR APPROVED EQUAL. EMBED FILTER CLOTH 3 T MAINTEN/%1XE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 4. PREFABRIGATED UNITS SHALL BE 6EOFAB, A MIN. OF 6" IN GROUND. "4" z ONTO FJIiLIC RI6HT5-OF-WAY,ALL 5EVIMBJT SPILL®,DROPPED,WASHED OR TRACTED ONTO PUBLIC R16HT5-OF-WAY MUST BE ENVIROFENGE,OR APPROVED EQUIVALBJT. REMOVED IMMEDIATELY. 5. MAINTENANCE SHALL BE PERFORMED AS 5. WHEN WA5HN6 15 REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAIN5 INTO AN APPROVED NE X D AND MATERIAL REMOVED WHEN SEDIMENT TRAPPING DEVICE. 'BUL6E5' DEVELOP IN TI-E SILT FENCE. SECTION VIEW 4. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH U.S. DEPARTMENT OF A6RICULTURE STABILIZED U.5. DEPARTMENT OF AGRICULTURE SILT NATURAL RESOURCES CON5ERVATION SERVICE CONSTRUCTION NATURAL RE50URCE5 CONSERVATION SERVICE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE NEW YORK STATE 501L 4 WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE 501L 4 WATER CONSERVATION COMMITTEE 2"X4" WOOD FRAME STAKE FINISHED GRADE FABRIC � COMPACT FILL U m 4 WIH GATT N I2' MIN y MIN ELECTRICAL SERVICE _ FRAME I=II -II I I— o d) y. .X., ,\>.\ GABLE IN CONDUIT: - �t rT, r— T.O. CONDUIT v �' > 200 AMP (2" CONDUIT, MIN), �� BURIED FABRIC W N y ✓ 320 AMP (3Vs CONDUIT, MIN) V r; PROP05ED 6A5 5ERV. 400 AMP (4" CONDUIT,MIN) ELEV OF B 7SOT. OF LINE WILL BE �, J' Q UDTILITY PROVETERMINED BDERI�PL 5EE5RYIGE --COMMUNICATION � � - �7H � X (N TELL GATHER EXCESS < AT CORNERS T � X Z LL UTILITY TRENCH DETAIL �Q � Q NOT TO 5GALE CONSTRUGTION SPEGIFIC1%TIONS a d) r I.FILTER FAE3RI6 SHALL HAVE AH E05 OF 40-85.BURLAP MAY E3E L5HD FOR SHORT TERM APPLICATIONS. Q co 2.CUT FABRIC,FROM A CONTINXUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE > O REINFORCED GONG. SLAB,6"x6"xIO"WWM NEXT STAKE. w (USE GHAIR5) 3.5TAKE MATERIALS WILL BE STANDARD 2' x 4' WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. — 4.SPACE STAKES EVENLY AJROU1`0 INLET 3 FEET APART AND DRIVE A MINIMUM 15 INCHES DEEP.SPANS GREATER THAN 3 FEET m MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. e ;X X >� 5.FABRIC SHALL BE EMBEDDED!FOOT MINIMUM BELOW 6ROUND AND BAGKFILLED. IT 5HA X X X X STAKES AND FRAME. 11_BE SECURELY FASTBdED TO THE ° - 6.A 2'x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRRIC FOR OVER FLOW STABILITY. TYPICAL SLAB DETAIL MAXIMUM DRAINAFE AREA I AGRE FOR GENERATOR AND AG EQUIPMENT U5. DEPARTMENT OF AGRICULTURE FILTER FABRIC SCALE: N.T.S. NATURAL RE90URGE5 CONSERVATION SERVICE DROP INLET ENGINEER: NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE 501L 4 WATER CONSERVATION COMMITTEE PROTECTION N w �,r,P cY T 0 www.dignetnycli.com ,f PJE''1t"(OAK CI1( l (P 2 for other states) sar (for other states) �A 0/34 j3 qy 800-272-4480 1 811 �OFES 10 JEFFREY T. E WTLE R, F.E. By law,excavators and contractors working in For safety reasons,homeowners are strongly the five boroughs of New York City and Nassau encouraged to call as well when planning any Q and Suffolk Counties on Long Island must type of digging on their property. contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at Q 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the' _ (excluding weekends and legal holidays)prior national call before you dig number.For H— m to beginning any mechanized digging or excavation work completed on personal excavation work to ensure underground lines property,it is the contractor's z 0 , \ are marked.Excavators and contractors can responsibility--NOT the homeowner's--to V also submit locate requests online,through contact DigNet.Having utility lines marked ITIC.If you do not currently use]TIC,please prior to digging is free of charge. LU Q M call 1-800-524-7603 for more information. ((� Z LLJ z0 _ LU v I M } ~ um � O � - G� w i < � 7- Q �-( LU �- O # NO w � D_ � � o Q < � V ° o z � LLo iV ! . NOV 3 0 PAGE: SP4 56PHS REF. No, R-20-156q of 4 SITE PLAN BASED ON OP,16INAL SURVEY BY: o o PEGONIG 5URVEYOR5, P.G. PROP05ED I AND 2 5TY ADDITION5 TO EX15TIN6 1 1/2 51Y FRAME DWELLING P.O,BOX 1230 TRAVELER STREET 50UTHOLD,N.Y'. Ilgll Oq EXISTING 3 BEORM DWLG MODIFICATIONS TO EX OHL& PROP05ED: 6 BEDROOM _ o L o PHONE: (631)765-5020,FAX(631)%547cn TO BE MODIFIED •NEW REAR DORMER ADDITION FTPRNT: ±1,044 50.FT. hi • SURVEY CREATED: NOVEMBER 20,2012 EXISTING FOOTPRINT: 11,407 SQ.FT. NEW UPPER LVL DECK C, TL PROP. FT PRNT: ±2,451 5Q.FT, o N LAST UPDATED: MAY I,2020 •ADDITION TO Ist FL,60 50.FT. •REMOVAL FROM Ist FL,b0 50.FT. (BASEMENT BELOW ADDITION) y 5URVEYOR5 NOTES: o EXISTING TIMBER AND EX'DEGK X v • LOT NUMBERS REFER TO "AMENDED MAP A OF NA55AU POINT' INTERLOCKING PVG PANEL U p FILED IN THE SUFFOLK COUNTY GLERK.5 OFFICE ON AUGUST I&, PROPOSED AG UNIT ON P.G. 5LAB, BULKHEAD @ BOTTOM OF BLUFF -TW 8.3' u•. tY SEE SLAB DTL IcIg2 A5 FILE NO. 156. DWG 5P4 • ELEVATIONS REFER TO NAVD8 PROPOSED 8 �p EXISTING NEI,HBOPIN6 TI J I2.5'HALL, EL=38-- -36 \ \ '= s p z � SOUTH OF EX. EVER6REEN5 E �(� �i 02 \ 3 NO WELLS WITHIN UIG 500 GAL L.P. PROPANE TANK EJ-.F T + ` \ \ 14 BW a.o' L'� Ex.. AG UNIT ON PAD 150'OF PROPERTY MAINTAIN ALL REQUIRED SEPARATION -1 38 ++ �� ' , 24 \ \ o I U; y � p p � �1�� D15TANGE5 PER NPFA 58,LOCAL \ EX. FLA65TONE z- + \ t �, II (-j'► ' z APPROVED CODES,REGULATIONS AND AND DIRT HALK _,_- t33 + + 1 26 I6 \ � }•� z S _ _ PROPOSED NEW GENERATOR THE AUTHORITIE5 HAVING JURISDICTION. �c _� VERS_ 9 1 EX.�T��++++ 18 SEE ARCH FOR ADDITIONAL o ' G# 1 1 \ 2g\ \ 20 \ Til O oLI OCT 2 3 2020 LOT 45 INFORMATION EX. ROW OF EVEP5REEN5 u` 5b'xb.q'ON �P+o1z _ram N______ GRP.DE V�V PP x + + +� \ \ ' \ z w !� - 1 5GTI1# 1000-III-13-10 EX. ELEG. -=" L, r I O u �u 10'M - 50 REMFIi1 PROP.UPPER STY DORMER Q x rn W DWELLIN6 �' METER 3 O 31•0. s x ADDITION,415 SOFT. , ' Fr1 SUFF.CO- HEALTH SERVICES PUBLIC, WATER O EX. ELEG. Z� �XIN X SEX O�TDR 1 ' \ I I - _ 4-. 'M t hNWR •':•�.••.:>.-.�:'-:-•.-, �� � PROP.UPPED LVL DECK T, � � � } ¢ u� OFFICE Or IRIASTEVN'ATF_FI AIIGT. �j4 LIPJE r _� _ _-- -x�X UG EXII -:.�,v.0` X x IN PLACE OF EX ROOFED 34 I I „E I "' 1�E1 0 ° OVER PORCH,170 SQ.FT. I 1 I • Z� _ 3 O r EX. I STY X MIN � PRE' Oq O I I/2 �.T�'�.:FR:::'•:: _, c I ' � k13, I N� 3�'� X15TING y t9 10' 13�, �� EX. X + + + 1 TW 12.4' O O y 4h\N x x-x FR. GARAGE - k DWEL�tNG.::; �. o m SLATE + + I I ANION MAP. WOOD VIPLL pIN (NO WORK) (TO BE MQE?114:' : o PATIO 3� + ` I BW 8.5' E / p. Vol10 o E F � EXIST. � NOT TO SCALE EX. - /,�, t GF=32.8' W X.UG PATIO FF=3T,f�'::.::c`::: ::. m ++++ LANDIN5 cv tv 4 v_ SGTM 0o III I3 O5 EL=36.T - -- 34' C��a/+ 0� PhR To (NO WORK) q PROP.Ist FL ADDITID # � �+ I �X wp 51PIR X Fn - Q) ss go ?:` _U :.A BENEATH EX.PORGH ROO PROPOSED DWELLIiIr EL 30.1' G11F / �}/Q Q .::... 1�� .. pN:: RFM r TO REMAIN '`i i. rt;:: `i bO 50.FT, t5O PUEuc,I ATER PROPOSED LOT 46j�0 -. „ :PPR... �' : `' : ':: 1 1 ,PTe r E .6xq \ 13. NOTE: :.:.:.:... 34.4 Ex.� 1I +-"-+ INNOVATIVE AND ALTERNATIVE ON-SITE ER05ION CONTROL MEASURE: / .:.::. ':;:: : : . : -ROOFED OVER - SEE DEMO PLAN %:•:....::.::::: ++++ ENTRY PORCH Hv 3 y FOR REMOVALS WASTEWATER TREATMENT SITE PLAN o PROVIDE SILT FENCE BARRIER + 32:.°: 11: X{5TfN6 WATER 5E}ZVI{E LINE ENTRY,PO CH H v_ - PROP05ED + ` I I 14 rn INSTALL PER DETAIL,SEE 5P4 51TUATE AT: ZONING DISTRICT: R�{O o \ -` �-- �! W _ z 13 58' 23.3 9 2 5TY,WD FR + + 1+ I 22 �� RJ1Gti L111E �� N RIFI'.F'Q.BEi�VI W W 30. + "/ 5 + + °+ 32 I I I I6 I I I FLOOD ZONE: 'X' 3 9 N AD'I0ON 24 d 6455 NA55AU POINT ROAD GUTGHOCUE, NY r� 15(\Nh yyp(S� \q SERVIGE)� ADDITIONAL.: FF=37.0,201 SOFT. I I R\F� va / 3 3_o o' I 26 Ia TOWN OF 50UTHOLD DATUM: NAVOM EX. WATER ` 5o REMPn\(��- k 'iPERVIOU5.;6RAVEL,PARKING.. .`. ,'` 15O AREA: Z _ 6 W. t36 + � I ` I I I 5UFFOLK COUNTY,NEW PORK \v METER To W 311 SQ.FT. 9 �' + +x + I I TW 12.5' REMAIN A0� /X AN© MANEUVERING AREA` " :' s o \ IA o + �° 28 SGTM NO.: 1000 III 13 I I AREA: I,1 •.SQ.FT: PROPOSED 0: '3O - + +o 120 I I BW 8.2' iX G `a % STONE ENTRY PATH Zen_ 30.0 PROP05EDx \ 32_ \ ° 30 I I - N -�Y_ p.P ::. .; �...................:;. ► _ I I APPLICANT / OWNER: JANE WETLAND O W 32' x� X�x� �J�O i .. :.. U6 -�- 21.2'+ -� 55 �f I +++ --!�. .:......:<,:.>...: ���•.;:<: :` ' �- .: .. •.. . :.: �'' �'" � 2\q'� Ty,I^D -, � RAISEo x +--� I I I I I I - _ II 00 .�\cW D\F . ,. : - �. 55 ADDITION W oz (3115QFTJ - - X R e�M° .. .3Q: O� FF=31.o',b37 x + zl I I I - SITE DATA: PROPOSED 0 0 _ WETLAND AREA = •� .•........:...:. ', ,�-. '( �- 32 50 FT 1411 A ) o n...: ' C� d ' u,' N ETU 2,4 ER05ION CONTROL MEASURE: :::. :: y ,� E +++ :': x '�, TOTAL LOT AREA: 5 13 SQ FT. (1.032 AG) TO TIE LINES : , - 0- �� .- _ - AREA SEAWARD OF AREA SEAWARD OF T.O. BLUFF: 15111 50.FT. (0.3601 AC) TO TIE LINE 3 0 2a.3'x eta' - + + PROVIDE A STABILIZED :.'... D - TOP OF BLUFF = 15,111 SQ.FT.yq \ O r' S :::• 4 \� EX \__ DP TH 5 3o t + + + o BUILDABLE LAND: 36702 SQ.FT. (0842b AG) %� / 21.1 x ROP. W GONSTRUGTION ENTRANCE, .: I ��� �y -� + + I I I ' INSTALL PER DETAIL,SEE DWG 5P4 '`� x \\ _ 28.7 D DECK - - x + + o I (0.3601 AG) (BUILDABLE LAND = LOT AREA - AREA SEAWARD OF BLUFF) \G�` /� 1(20L 36 8) +++ I I I WETLAND AREA: 6 432 5Q.FT. (0.1411 AG) TIE LINE TO MHWM Of NSW YOf?K CI1Y&SONG 15�ANn " -� � `�' � �"J � I /.1.. � (201 SQ.FTJ + + c I EXISTING TIMBER AND 800-272-��80 811 PROPOSED X�-x 0 (�0 \� �, p - - x X�X I INTERLOCKING PVC, PANEL • STORM DRAINAGE LEACHING 5Y5. x_'x �� �/ \ sTo�/ - \ _ ` + + + BULKHEAD,MHWM ALONG m 8'�x6'L.D.L.P.(SEE DWG SPI FOR m\ /��0`l\ / a �c�A� x28.1 a - Q y1Lj F gXR-1X�x\x x U ) +++ � I I I I TW 12.4' BULKHEAD LOT COVERAGE: AREA: O wwwAignetnycli.com STORM DRAINAGE GALL.AND �/ 0�\� t. o \ pR�A' - OM TOp O BL + +° I 5N ag1 EX. DWELLING 1,401 50.FT. orvwJw.cal1811.com c /'��� Ro _ �X 1p0 FFSET FR ' o + + I I I I I TW a.3' EX. REAR R/O PORCH 438 SQ.FT. (for other states) STRUCTURE DETAIL AND REQ MNTS) q A \ O .. B law,excavators and contractors working in PROPOSED rn %+ �QO�� / 13� SF F�TF��rq \+ so T 2 �4 ( +++ ( e „`^I EX. FRONT ENTRY PATIO 192 SQ.FT. • r / o e l� NS 2 + + l+ I I I l 38' OD VV ���� _ EX. GARAGE 37q 5Q.FT. N the five boroughs of New York City and Nassau \,, EROSION CONTROL MEASURE: ,�� o f'/fie �T O /�j k q / (� • and Suffolk Counties on Long Island must LOT 133 PROVIDE FLUSH INLET PROTECTION �;'\No X/!/ - - - - ?7 SAg \ c'�9T PROP05ED 2` + + contact Dig Net,1-800-272 4480 or 811,at least SGTM# 1OT 1 I II-12-05.2 INSTALL PER DETAIL,SEE DWG 5P4 6 ; �� EX. OUTDOOR SHOWER 24 SQ.FT. ^ T- x :fl:: STORM DRAINAGE LEAGHIN6\SY5. + + EL= 1114 PECK 56.24 TL. EX. LOT COVERAGE: 2,440 SQ.FT. 48 hours but no more than 10 working days U x \ 5p: : i O r / - (excluding weekends and legal holidays)prior DUhLLIN6 8 0xI4 L.D.L.P.(SEE DWG 5PI FOR STORM '"`� 2l0' ' UG 26 + DRAINAGE CALL.AND STRUCTURE DETAIC' - /- ° I20 1P.IR5 P/O EX. DWLG TO BE REMOVED -b0 SQ.FT. to beginning any mechanized digging or PUBLIC HATER \ Z6 _28 5 r \ I E%. Doi d- X excavation work to ensure underground lines UG / Xik AND REQUIREMENTS) ° �� L NEI6HBORlNG PROP. ADDITION BENEATH EX. PORCH ROOF O SQ.FT. m are marked.Excavators and contractors can NO WELLS WITHIN 1 i PROPOSED UNDERORNO ? / \ EX- PROP. I AND 2 5TY BLDG ADDITION5 1,044 50.FT. also submit locate requests online,through 150'QF PROPERTY POWER AND COMM. LINES 6 0 F001 PP1N PROP. RF'D OVR FRONT ENTRY PORCH W/5TEP5 54 50.FT. LW WW- ITIC.If you do not currently use ITIC,please j call 1-800-524-7603 for more information. - (: INSTALL IN GAMMON UTILITY TRENCH -� �Q tiX\5T1N PROP. REAR DEGK 201 SQ.FT. E"'� X Z (SEE TRENCH DETAIL,THIS DWG) _ _ _ / ° �j• PROP, REAR PATIO 371 50.FT,_ o For safety reasons,homeowners are slron I --� � encouraged to call as well when planning any - - LOT 15 CS \ PROPOSED All ON-SITE / ° , / NET PROPOSED LOT COVERAGE: 1,622 SQ.FT. < A type of digging on their property.Homeowners �. 5ANITARY TREATMENT 515. PROPOSED NON-TURF BUFFER w Q CSJ can contact us directly at 1-800-272-4480 or by O i calling 811,the national call before you dig PROPOSED 7Zo� FOR ADDITIONAL INFO SEE DWG 5P2, �F��O ��` 10'WIDE(1I,401 SOFT)TO BE TL EX. AND PROP05ED LOT COVERAGE: 4,062 50.FT. (11.0-7%) [�• WWJ number.For excavation work completed on POWER AND GOMMUNIGATION I FOR SANITARY DETAILS SEE DWG SP3 (0� ) / VEGETATED WITH NATIVE PLANTINGS 1 O personal property,it is the contractors TAP POLE FOR CONNECTION TO POWER responsibility--NOT thehomeowners-to AND COMMUNICATION SERVICES,RUN z �� PROPOSED RETAINING WALL contact DigNet.Having utility lines marked prior UNDER GROUND LINES IN COMMON TRENCH ] _ NOT INTENDED TO RETAIN SEWAGE,MINIMUM 20' I O O to digging is free of charge. PER PROVIDER'S REQUIREMENTS /� . ^ 3 SEPARATION FROM 5ANITARY LEACHING COMPONENTS, (� F�1 - V m SEE ARCHITECT FOR INFO.AND DESIGN REQUIREMENTS NO WELLS WITHIN um�m IG 150'OF PROPERTY ,x�,��:.._•.__ .. ... ..... . M1 \O PROPOSED AREA OF DISTURBANOS <. a ±15,02& s .ft (0.413q ac) _j � G `� � G ► LOT 47 .. ta -ag a W Crl 24 �� oo� (� C PURGHASED MATERIAL EXCAVATION AND FILL QUANTITIES• PROPOSED t 7ED SITE PLAN 1�T APPROXIMATELY 126 GU.YD5.OF EXGAVATED 501L SHALL BE U5ED FOR jt lyly ENGINEER: O G P ; * - FILL/GRADING OF PROPOSED 5ANITARY SYSTEM(APART FROM LEACHING COLLARS). F N 001*' ,+ y PURCHASE AN ESTIMATED t5b CU.YD5 OF RATEABLE SOIL(SP OR 5W BY ASTM E KHEAD @ BOTTOM OF BLUFF EL SOILS FOR BOTH THE PROP05ED 5ANITARY AND STORM WATER SYSTEMS 'p i / TIMBER d INTERLOGKIN6 PVG PAN STANDARDS)FOR THE PURPOSE OF PROVIDING ACCEPTABLE LEACHING '�P� E T. e Q � L EL 26.4' �,\N / 6RAPHIG 5GALE - n 0 LU EL=26 I' / Ex.AG UNIT- s' p 34� O E�=3a4_9' \N � g EL.21Y 0.0'® GRADE Z I NLE X ro a (J) •Z PIPE LOCATION ON PAD EX•�E �-� � � FIID / OF EX15TIN67 SANITARY A 49 Brown loam(DU �O 3 � / LOT 45 SYSTEM TO BE ABANDONED - \ / 5GT'# 0o III 13 to FOR MORE INFO SEE DWG 5P2 EVER RtiN15 v 1`\ `\ ��\ EL.26.6' O.5' DWELLIN6 EX.ELEG. EK.R-oW OF Ex yjONE y AGL �� 1' N1 1\ Brown clayey sand(SG) TEST HOLE �� 1 EL.23.1 - 4.0' PERFORMED ON: 01-0q-2020 JEPFREY T. BUTLER, P.E. /VV 0 PUBLIC VIATEP METER - 3b o ' I O- �X E� _ --�; EX oUZDR I I PERFORMED BY: WOONALO GEDSGIENGE O,+E EG o - T w SNOYIER �, I 70P , Brown Flne Sand NO GROUNDWATER ENCOUNTERED® EL. 10.1 (� $•�6.2 �'�` . EX.FR o EXI5TTN6 5. o BLUFF ,91 (5P) \ LOT 4t EL=3h.T N7 -'d � t-� GARAGE EX UG o 3.6' I I/2 5TY tp 3v - I 1 I I I I ".... lr_:.„r Wu . 5C:TP'1tt 1000-III-15 GMF - O�v �O EX.GP 6F-32.8' ro�FM m_ FR DWL6LEGEND: \ 3 �N �� _ (O BE 5 ' 1Y `=�P:,c �`' .:k't:: �• 6 ry CQ DI !`=LLIN�� / \al �� MODIFIED) o EL. 10.1 17.0 PROPERTY LINE EXISTING CONCRETE CURB TO BE REMOVED-32 Ei F\ - GK_S4�-''F 136 FF=3i.0 6 \` 3.4 GATE PUBLIC WATER 32 EL 3h.1' AM EDGE OF DRIVEWAY TO BE REWORKED, w 95 I ' v 9 r r• -* _.` -^-.-_ -W--- -- a.r�.y_�a. :,.>. ' ' z ROADLU - . . _ . . _ . . _ SEE'PROP.SITE PLAN',DWG SPI i'�I:i ::;.. 1;:`,'E J;•' R S q 0, T ;,: . �, . �. 0 t r, ,,..., >4..� g � �:� r o / W �. U TO r a E3id. �O/ V Z PRINCIPLE YD 5ETBAGK lv REMAIN 30.0 L� , - 34 _ q° ry I a I t.•. v%A. ..a: O 1' Ima W Y��LL PROP 5ANITARY PIPE ss ss Ex.WATER.\ P jER��0 wE GuQO f P: / Ol ry I I I NCD .#a - ,.�:: _ ,.,, o VP� IIETEP 70 ` I r� �. PR� W / � -r � I �4 ,. .- .. .:x'!i r' �;� . !"r.ts..ta`. 1--] ------------ PENAIN -� 8..:' T. Ts = - t'(ZO DEMOLISHED OBJECT(TT3R) � �:�:: LU D�US ,� 32 G'`` X`�`' tl PARTIAL BUI�LUIN 3G m° I I I Z CQ 15 PROP.STORM DRAINAGE PIPE -so - -sv - r c:o�s�' '� /:':` DEMOLITION +ear I r. J.( ZU - 3 �- m Z �:,•_ :.;:.;,.,� �.,:.....:...:.. .AREA TO BE REMOVED = 60 SQ.FT. LOT 13I PROP U/G WATER SERVICE w w �+ \ E pF��Rvvs(., ;;_;r ., �; •CELLAR ENTRANCE TO BE REMOVED _6TMR 1000-III-15-06 .,,•my • DWELLIN6 HELL � EXISTING WATER MAIN w � -4 O r \ :....... •: -• �- D _ .._. .,, .,: I EX. RIVEWAY TO BE REWORKED �, 231 O g ` ✓ SEE 'PROP.SITE PLAN',DWG SPI +28.3' N t o EXISTING OVERHEAD UTILITY LINE: - TH I _< 24 P GA5T IRON COVER FLOGKHART rn c LOT 46 FOUNDRY COMPANY PATTERN NO.61128 PROP.U/G ELECTRICAL/GOMMUNIGATION Z - o SERVICE LINES: E E E \ \ I I I I 1 Q o OR EQUAL(ADJUST TO FINISH GRADE) \rno / - ` EXISTING CONTOURS -30 °2� f STORM DRAINAGE CALCULATION: W Wu A- FINAL GRADE DRAINAGE 5TRUGTURE NOTES: SEPARATION D15TANGE REQUIREMENTS PROPOSED SANITARY SYSTEM: HYDRO-AGTION __ - , .• •TO BE REWORKED 11 •SEE PROPOSED 51TE 1- N z 24" I. LEACHING POOLS SHALL BE PREGAS(GONG FOR 5TORMWATER LEACHING 5TRUGTURE5 O COVER TO GRADE Ail OWNS �" \r^rl N �� fl VOLUME = AREA x RAINFALL x COEFFICIENT Cn N . ,_ f • --j CEMENT STRUCTURES A5 MANUFAGTURER BY b PLANS,DWG 5PI AND 5P I AND PIPING (RESIDENTIAL): (O ~ 'mot 0 / RAINFALL = 2' = 0.161' O < u b"PIPE DIA.MIN. 'a n,,' SUFFOLK PRECAST INC.OR EQUIVALENT. COVER BLW GRADE / / j1 6� 21� COEFFICIENT OF ROOF PATIO,DEGK AND GRAVEL DRIVE = ID �1 SHOP DRAWINGS SHALL BE SUBMITTED TO THE HORIZONTAL SEPARATION DISTANCES 11 t0 - I%MIN.(A5 REOV) / r� ' EXISTING UTILITY POLE TO BE REMOVED a, r TOWN ENGINEER FOR APPROVAL. FOR STORM DRAINAGE LEAGHING POOLS: LEACHING EXPANI510N 11 R I O LPL O 0`� PER UTILITY PROVIDERS REQUIREMENTS /� V 1° - - POOL POOL EXISTING SPOT ELEV: xb.0 Q AREA: PIPE. ;I , _ �r I 2. ALL GONG CEMENT USED IN THE PROPERTY LINE = 5'MINIMUM / HIGH DENSITY C MANUFACTURING OF PRECAST 5TRJJGT.SHALL BUILDINGS WITH CELLAR= ID'MINIMUM ,\ I rn \ \��G/�rL�jJ EXISTING DWLG 4 PROP. Ist AND 2nd STY BLDG ADDITIONS - 2,888 SOFT. � Z � I' X I: \LP / l EXP EXISTING CONTOUR \ (\�\" PROP.ROOFED OVER FRONT ENTRY PORCH = 54 SQ.FT. POLYETHYLENE(HOPE) ' H-20 8"THK TRAFFIC DEVELOP A MIN GOMPRE551VE STRENGTH OF BUILDINGS ON 5LAB = 5 MINIMUM 24 _ - PROP.REAR DECK = 207 SQ.FT. a ILL I. I. TO BE REWORKED: PROP.REAR RAISED PATIO = 3TI SOFT. SIZES: , %; ? ;` BEARING SLAB 4000 P.S.I. IN 28 DAYS. WATER SERVICE LINE/LATERALS/MAINS= 10'MIN. j / _ X / h� ROOF LOR CONN= X ;' �, >. 3. ALL DRAINAGE 5TRULT'5 SHALL BE PLACED UNDERGROUND UTILITIES= 5'MINIMUMR��`� / NET PROPOSED = 3526 SQ.FT. z 6%)MIN '' IN ACCEPTABLE LEACHING SOILS(5P OR 5W), SANITARY SEPTIC TANK = 20'MINIMUM TEST HOLE 1 I W IN THE EVENT POOR LEACHING MATERIAL 15 SANITARY LEACHING POOL = 20'MINIMUM `"`}� EXISTING CONTOUR: ^ I /- 4 ;� 4 WRAP WITH boz.(MINI) 15 T E - / PROP.ADDITIONAL PERVIOUS GRAVEL DRIVE/PARKING AREA = 1,142 5Q.FT. o I ENCOUNTERED,EXCAVATION 0 B PUMP STATION- 20 MINIMUM i x` / , NONWOVEN GEOTEXTILE FINI5HED FLOOR ELEV F.FL.EL. I.y ,' Q CONTINUED TO SUITABLE MATERIAL AND BALK MANHOLE = 20'MINIMUM / ,� , X u x (FILTER FABRIC) A I \,F� ` ` m v FILLED A5 DETAILED. PRIVATE VIELL5= 50 MINIMUM GARAGE FLOOR ELEV 6.FL.EL. = PROP.CONTOUR: L,, (� / PROP05ED BUILDING ADDITIONS, PORCH,DECK AND PATIO AREA: ALL WALL SECTIONS d 4.USE 15 DIA CORRUGATED HIGH DENSITY RETAINING WALLS = 10 MINIMUM 8 W I I \ G�- / 3526 S.F.x 0.161 x 1.0 = 58884 GU.FT. Q 5 MIN fl ( 3'MIN TOPS SHALL BE SET IN POLYETHYLENE(HOPE)HEAVY DUTY PIPE FUEL STORAGE TANKS(BELOW GROUND) = 20'MIN EXISTING UTILITY POLE DwELLINO STORAGE VOLUME REQUIRED = 5M CU.FT. N FOR INTERCONNECTION OF ON-SITE STORM PUBLIC WATER. �0� USE: I -8'cDxl4'LIQ.DP.LEACHING POOL A BED OF MORTAR PROP.SPOT ELEV.: x8.0 Q rn I LOT 47 / STORAGE VOLUME PROVIDED = 5ql GU,FT. PAGE I WATER LEACHING POOLS HORIZONTAL SEPARATION DISTANCES FOR STORM L07 132 +` 8'DIAMETER USE 6"5DR 35 TO CONNECT OOWN5POUT5 TO DRAINAGE NON-LEACHING 5TRUGTURE5: 5GTI�# z_ f SELECT GRANULAR 501L DRAINAGE SYSTEM A5 SHOWN, PITCH AT WATER SERVICE LINE5/LATERAL5/MAIN5= 5'MIN PROPOSED STORM DRAINAGE 5TRUGTURE5: 1000-111-12-05.2 I I LWNl ''� / Q _ _ ,\ QO PROPOSED ADDITIONAL PERVIOUS GRAVEL DRIVE/PARKING AREA: z 1 I EXCAVATION AND BAGKFILL WITH ACCEPTABLE BAGKFILL FOR PERIPHERY 1/5"PER FOOT MIN. IN DIRECTION OF UNDERGROUND UTILITIES= 5'MINIMUM - 26 PARTIAL SITE PLAN - DEMO 1,142 S.F.x 0.161 x ID = IgO.11 GU.FT. { m AND BOTTOM LEACHING LEACHING POOLS.PROVIDE BOOT 5TORMWATER LEACHING POOL / SD�\ FjC� G� LEACHING MATERIAL(SEE NOTE#5) 1 S J STORAGE VOLUME REQUIRED = 191 GU.FT. W GROUND WATER'. (5EE NOTE#5) CONNECTION TO DOWNSPOUT. VERTICAL SEPARATION DISTANCES FOR STORM (SEE DWG.FOR COVER REQ'MT5) i / USE: I -8'4&LIQ. OR LEACHING POOL (K A.HOPE PIPE SPECIFICATION(AASHTO M-2q4) DRAINAGE LINES: `i :_. STORAGE VOLUME PROVIDED = 253 GU.FT. SPI B. INSTALL'N OF HOPE SPEC.(ASTM D-2321) WATER SERVICE LINES = 18"MINIMUM O OPEN COVER TO GRADE STORMWATE�: LEACHING POOL TYP DTL G.WATER-TIGHT JOINT TESTING SPECS.(ASTM SANITARY WASTE LINES= 15"MINIMUM O SOLID COVER TO GRADE EL=2h.l' / Q EL 26.4' PIPE TL CONTAINMENT VOLUME REQUIRED: 180 GU.FT. 0-3212) ;; SOLID GOVER BELOW GRADE FND / 30 15 O 30 60 qO TL CONTAINMENT VOLUME PROVIDED: 844 GU,FT. NOT TO SCALE D.GASKET SPECIFICATION(ASTM F-47) GRAPHIC 5GALE 1° = 30'-0" SEE STORM WATER LEACHING POOL DETAIL,THI5 DWG of 4 ABANDONMENT BY REMOVAL: o o � SANITARY SITE PLAN o LEGEND:EXIST.SYSTEM TO BE ABANDONED BY REMOVING � D N ALL RESIDUAL 5EWA6E WASTES BY A LICENSED s _ EXISTING CONDITIONS WASTE HAULER,REMOVING THE ENTIRE 5TRUGTURE(5), ro-�BER a INTERLOCKING Pvc PAIIEL PROPERTY LINE PROP05EO SANITARY SYSTEM: HYDRO-ACTION o BAGKFILLING WITH SUITABLE SAND AND GRAVEL BULKHEAD @ BOTTOM OF BLUFF µ� A/I OWT5 PT r ry MATERIAL,AND PROPERLY COMPACTING. DL F� PRINCIPLE YD SETBACK - - - �R BLW 5WE \ `/ O MM- PROP SANITARY PIPE ss ss ss zo N 150' Q' TW b.3' � LEACHING EXPAN51ON O Y,ELL5 WITHIN 344•Q 4' 9 \ TW 12.5' _--__- POOL POOL 4 OF PROPERTY Ex.AG UNIT E�"38x- N Bw 9.0' ` DEMOLISHED OBJECT(TBR) ----------- / z v Q 30 15 0 30 60 :. LOCATION ON PAD Ef..FEIA(/ X �N \ I N l LP j l EXP GRAPHIC SCALE - 5 1 I - 30-0 OF EXISTING SANITARY \ �n - 3b ,t 1 1`` \ �9 PROP.STORM DRAINAGE PIPE 5D -5D -5D -5D -5D \_/ \ F 5Y5TEM TO BE ABANDONED a= " Y 9 \ i!d::.>;::17r,,iri?N:;•:I g LOT 45 FOR MORE INFO SEE DWG 5P2 "O_ PROPO5ED STORM DRAINAGE 5TRUGTURE5: SCTM#1000-III-13-10 OE Ev`�6REE1� WALL >s `1 1 o I p PROP U/G WATER SERVICE W W W O ROW '%\ gTONE �� N o W /^\ �Ioyr ck \ DWELLING Ex.ELEG. E �� q ``�1`\1 EXISTING WATER MAIN w w STORMWATER LEACHING POOL / SD PUBLIC WATEP METER r� p 3h.' (SEE DWG.FOR COVER REQ MT5) O " E o ` O ITD LP S 4 BLUFF 1 m c EXISTING OVERHEAD UTILITY LINE: -ii u -ii o -ii -„ - 4 O. X ELEG _ ^�_� � o E�OWER � I TOP OF /� c 1 •36 2Q E - i - EX.FIR, `� 3 6 EXISTING p t � } I I TW 12.4' O OPEN COVER TO GRADE O U S c9 N7 a p}W �.1 GARAGE EX, P Z 1 1/2 5TY v 10 3r, _ III I BW 8.5' ` 'U PROP.U/G ELECTRICAL/GOMMUNIGATION SOLID COVER TO GRADE CA. GMF b.l' �`y OQD Yah A ``� EX.GP GF=32.8' TO REM�� J FR o H 6 5. \ ' !X!5Z AIR \ LAP�IN6 z SERVICE LINES: E E E E SOLID COVER BELOW GRADE 5GTM# 1000-III-13-05.3 DWELLING \ / �3� __ MODIFIED) p rn I O TEST HOLE IL EXISTING GONGRETE CURB TO BE REMOVED Ex F� PP�� KSO 3.6' FF=31.0' 3.4'GATE �J v_ 1` G� FINISHED FLOOR ELEVATION FF = PUBLIC WATER - 32" I 34.4' (~1 GARAGE FLOOR ELEVATION r,F = u �� AND EDGE OF DRIVEWAY TO BE REWORKED, ,.:.::r.. q5 _ _ EXISTING UTILITY POLE 7Q, ''EL 36.1' / f- o v \ SEE 'PROP.SITE PLAN',DWG S� RSV TO REMgIN r l.0' - ,r 34 _o o m I � EXISTING CONTOUR ` Q - MA1N 30.0' EX.WATER J T Rti a �`':; "- Q f I I O O O LOT 133 �g TR SERA �� �� ' / 1 _ rn1 ( I EXISTING LOCATION MAP: N N o SP2 METER TO W ' _ ` 1 TW 12.5' O O EX .°.:'.:;.•,' ..:` ' rn I I I I I I SPOT ELEVATION xb.0 PROPOSED CONTOUR: NOT TO 5GALE cv o NO WELLS WITHIN150' PEMa11J ,,!<;':':'.;? %':°`:':c':.='.,';/ *1 PARTIALL UIL�INC� 32 rn Bwa.2' - -... , co P 32 I.. .� .;:.:.::.:::' v Wr r .. / v� _ N PROP05ED OF PROPERTY / Z NGRiP: -+• ' .' /. .`;:<':;:::: Pp / DEMOLITION +29.2' _�� I I I I I I - W SPOT ELEVATION -T-O 6 $ O /;_.>r, - 11 •AREA TO BE REMOVED = 60 50.FT. I I I Co PROPOSED '��:" :j 6` •CELLAR ENTRANCE TO BE REMOVED - \ �1 O_ ""'EX•�RDRJy?�;;'` ;:,'::'y% / o _t EXISTING TIMBER b INTERLOCKING _ ,,.-,. : .;, :::r 9 INNOVATIVE AND ALTERNATIVE ON-SITE .,,.,;. j--.... EX.DRIVEWAY TO BE REWORKED PVG PANEL BULKHEAD.MHWM ALONG �� p� ;..:,.:.... .. ;:.•;s:.•: .: :.;,: ' SEE 'PROP.SITE PLAN',DWG SPI..t28,3' �? _ - BULKHEAD T J R / - �O I I I I `\ WASTEWATl TREATMENT SITE PLAN �� •�TH \ � � o I I � , 1 / �8 ° 21.1 _ y- 51TUATE AT: ZONING DI5TRIGT: R40 SEPARATION 015TAN6E �3�o LOT 46 1 (n -A O 1 I I I TW 12.4' b485 NA55AU POINT ROAD GUTGHOGUE, NY FLOOD ZONE: 'X' REGI'MT5 FOR SANITARY s 2� I TOWN OF 50UTHOLD r (n EXISTING CONTOURS -3o Bw e.8' DATUM: NAVD88 LEACHING STRUCTURES (RESIDENTIA \ -�j / •TO BE REWORKED o ( I t + Tw S.3' W SUFFOLK COUNTY, NEW YORK MINIMUM HORIZONTAL SEPARATION DISTANCES: \ II - ' •SEE PROPOSED 51TE 3a'QQ �^�'� 5GTM NO.: 1000-111-15-11 A.BUILDING W/CELLAR = 10'-0' N- ��I�9 - _ ............26 PLANS,DWG SPI AND SP\ / O 1 I a d 579a6.2 B.BUILDING ON 5LA13 = 10'-0" \ �I "� ` 4 G.PORGHE5,DECK5,HOUSE OVERHANGS, !+ S� - `8 L 2�.0 ` N APPLICANT / OWNER: JANE WEILAND w1RE`� EXISTING UTILITY POLE TO BE REMOVED / / I STaR CANTILEVERS,ETC = 5'-O" ` 11 pJE �\ PER UTILITY PROVIDERS REQUIREMENT5 / o EX•DOGK D.WATER LINES = 10-0" SITE DATA: E.SURFACE WATER(WETLAN05) = IOO'-0" \ �\ l TOTAL LOT AREA: 52,413 50.FT. (1.032 AG) TO TIE LINES F.PUBLIC WELL = 200'-0" - n 6.PRIVATE I^ELL = 100'/150' / _ `24 D L� H.RET.WALL WTRPROFF) = 10'-0" \ _ G���E � O NO WELLS WITHIN 150' AREA 5EAWARD OF T.O. BLUFF: 15,111 50.FT. (0.3601 AG) TO TIE LINE J.U/G FUEL TANKS = 10'-0" �� l / I \ l �/ of PROPERTY BUILDABLE LAND: 36,102 50.FT. (Oh42b AG) K.U/6 UTILITIES = 5-O I I (BUILDABLE LAND = LOT AREA - AREA 5EAWARD OF BLUFF) L.ROAD STORM DRAINS OR \ PROP05ED I AND 2 5TY ADDITIONS TO EXI5TING 1 1/2 5TY FRAME DWELLING RECHARGE BA51% = 20'-0' o � DPP / EXISTING 3 BEDRM DWLG MODIFIGATION5 TO EX DWLG: PROP05ED: 6 BEDROOM I"E�-�D AREA-• 6,432 SQ.FT. (0.14TI AG) TIE LINE TO MHWM M.ON STORM DRAINS OR CA �C'T� `,� RECHARGE BASINS = 10'-O v! \�� C / TO BE MODIFIED •NEW REAR DORMER ADDITION FTPRNT: t1p44 5Q.FT. r m •NEW UPPER LVL DECK SUB IFGT PROPERTY GURIZFNTI_Y: `..� N.CATCH BASINS,NON-LEACHING = IG>-O DwELLnle � � EXISTING FOOTPRINT: t1,401 SQ.Fr. TL PROP. FT PRNT: t2451 SQ.FT. 1"(� 0.SAN. LEACHING POOLS = V-0" PUBLIC WATER O LOT 47 •ADDITION TO I5t FL,bO 50.FT. NO UNDERGROUND 5TORA5E TANKS EX15T • •REMOVAL FROM I5t FL,60 5Q.FT. (BASEMENT BELOW ADDITION) O P.PROPERTY LINES = 5'-0" LOT M4 r STORM DRAINAGE SYSTEM: Q.TOP OF EMBANKMENT OR STEEP SLOPE SCTMn „ • (15%SLOPE OR GREATER) = 25'-O' 1000 III 12 05.2 O I\ \�\•\N6,QQ / J _ NO STORM DRAINAGE 5TRUGTURE5 EXIST ON THI5 SITE. NO PROP05ED DRAINAGE �] r R.BLUFF = 65'-0" 6 rL cc'C �/ �� PUEN� r COMPONENT WILL BE PLACED WITHIN 20'OF PROPOSED SANITARY STRUCTURES ^. N 5.SEPTIC, TANK,PUMP 5TA,GREASE TRAP , / 56`'PJ �� ,��r� _� Z �_ Oc�Ep U(G "° I r_ OR MANHOLE = S-O \ / `i .f O -� pROp_ p<ZO -99 0 o I SANITARY 515TEM: W m T.SWIMMING POOL = 20'-0" �` -s ,/ �_,,, EXISTING SANITARY SYSTEM SHALL BE ABANDONED BY REMOVAL. U.DECK/RAMP = 5-0" EL=26.1' _ = E N 0 IN EL 25.4' PIPFNP w 10' ,IIN 'two �K�1 10' M EXISTING rn ��� O X EXISTING P.TPN o W m PUSED \' 1 13�' 1 1/2 STORY FRAME w o rn < r� I STY FIR GARAGE DWELLING � ' x o -36 �- NEW GENERATOR _ SEE ARCH FOR ADDITIONAL TO REMAIN e \ u) x (TO BE MODIFIED, 1 o PROP. UPPER STY 3 � O LOT 4B INFORMATION (DRY BLDG - NO WORK) (SEE DEMOLITION PLAN) a DORMER ADDITION, (� O GF=32.8' E� UG P o EXISTING � FF=31.o' 1 42b 5Q.FT. < US W U IN N E W E TA R D. � SGTP1�1000-111-15-OT PATIO �rn o � DWELLING WR Z PUBLIC WATER / . TO s TO REMAIN 10.0' 1F 4- PROP. UPPER LVL DECK sLW .a \ (NO WORK) \o IN PLACE OF EX. ROOFED tij4j 41 OVER PORCH, 110 50.FT. \50 �\ 1 %!. T . ....�X•P ppRo•. F 13.b' 'C) O " •� x o /; PROP. Ist FL ADDITION = o �� '`-\ BENEATH EX. R/O PORCH,60 SQ.FT. m 73 -� 1 E 231' / O-tT \ NOTE: g.4 34.4' EX. ( Q o SEE DEMO PLAN FOR -'.� 13.2 .. BLDG REMOVALS 233 _ I/A OWTS UNIT SIZING: �+ WELL LOT 131 j� '. -- : yq. : : �p 34_ 5.G.D.H5.DIV151ON OF ENVIRONMENTAL QUALITY STANDARDS FOR APPROVAL OF PLANS AND SGTM�1000 II 15 O6 1N .:_ rn 8' s - _ CONSTRUCTION FOR 5EWAGE DISPOSAL 5Y5TEM FOR 51N6LE-FAMILY RESIDENCES ~ 135 PROPOSED DATED: DECEMBER 29,2011 D WELD : . W. ' P P -OPT OF EXI5TING HATER 2 5TY FIR ADDITION TABLE 3: MINIMUM I/A ON-SITE WA5TEWATER TREATMENT CAPACITIES ENGINEER: W SERVICE LINE 30.0+ �' FF=31.0', 207 5Q.FT. 5.6 ' N • 6 BEDROOM DWELLING: EL.21.1' 0.0'® GRADE TO REI1AlN(VERIFY I"� SERVICE) W W • MINIMUM TANK CAPACITY = 660 GALLONS Brown loam(OU ADDITIONAL ° L1 `'` I/A OWTS UNIT LOAD CALCULATION: �� w y 3 ' PROPOSED �Q' Y T. EL.26.6' - 0.5' / ' PERVIOUS GRAVEL.:: . Z PROP, PROP05ED SANITARY DE51ON FLOW: bb0 GPD •• 6 BEDROOMS 0 110 GPD/BEDROOM = 660 6PD Brown cl said(5G) PARKING AND . N RAISED PATIO Q MANEUVERING.AREA o 1 PORCH w\ PROPOSED •USE as EI) HYDRO ACTION WASTE WATER TREATMENT PLANT �t ayey RF OVR 311 SQ.FT. MODEL o.AN600 GRAVITY SYSTEM EL.23.1 - 4,0 ., LOT 48 AREA:..,1,142.SQ.FJ:. _ _ CS�,� R - l 3 q •• TOTAL TREATMENT CAPACITY: II GPD m P Brown Fine Said 5GTM#1000-III-15-0b.1 ��PROP05ED o FF- ADDITIO -32 2 DWELLING 0 0 `;�/= 0 0 0 L ^(0 9�G �}�'= 31.0',b3l 5Q.FT. 1NG LL �, •• TOTAL WORKING GAPAGITY: 1,895 GPD I STY (SP) PUEuc WATER 5TONE ENTRY 30 Mr1. ` \ �TP1N 0R DESIGN) .• FLOW RANGE: 50-bbo GPD LOT 130 NO _ f G� 30 v� 30.OX _ -2 N ED - vPATH \ pROp �G pW� ' .�NG� 3 .-�"'� •c`a PROP RGH pWGS F �'�' � •• LIQUID SURFACE AREA: 51 SQ.FT. EL. 10.1' I1,0' ScrMa l000-ul 1s 5.1 O ��j�' U(ILI� GO Q �15EE A •• SEE DETAIL FOR INFORMATION,DWG 5P2 DWELLIIbS O _- N GOMMON Z S6 •• MAINTAIN REQUIRED SEPARATION DISTANCES,DWG 5PI SS1ON PUBLIC HATER / \ PROP05ED JEFFREY T. BUTLER, P.E. TEST PERFORMED ON: -09-2020 MMr W 3 Eb 29• S 2!q WOOD DECK, SANITARY LEACHING POOL SIZING: '' 'g/iv z x28.7 AREA: 201 SQ.FT. • • (] PERFORMED BY: MGDONALD GE05GIENCE O S� -�� gg�N /i 10 4" 5AN PIPE W/ G.O., D.EL. = 36.83' PER S.G.D.H.S.DIVISION OF ENVIRONMENTAL QUALITY,STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEM FOR 51NOLE-FAMILY RE5IDENGE5 NO GROUNDWATER ENCOUNTERED EL. 10.1' -30�� �'20 GRgD PT �r 10 2 O HIGHEST EXPECTED GROUNDWATER 0 EL. 11.21' O <.F F ETU n� AUTO-VENTED (AIR VENT TIED v` N O PROPOSED o, INTO HOUSE VENT 5TAGK) DATED: DECEMBER 29,2011 O 1D PROPOSED 6 BEDROOM SANITARY SYS: /� /0, RETAINING WALL. REQUIREMENT PER TABLE 4: � O AC, M//� NOT INTENDED TO +29.4' Z t PROP05ED AEROBIC TREATMENT PLANT `S' 3q 11�' MIN.LEACHING 5Y5.FOR A b BEDROOM RES.PROJECT '4 RETAIN SEWAGE. �� (SEE ARCH DWG5 MINIMUM LEACHING SYSTEM(400 50 FT SIDEWALL AREA) U J 11- U5E: . �� NF FOR DESIGN) 11 `�'p MIN.50%EXPANDED 5Y5. (b00 50.FT.510EWALL AREA) 5 }- I - HYDRO-ACTION 5ET-N-60 ON51TE WA5TEWATER TREATMENT �O -- (� � - 5°21 q' SANITARY LEACHING POOL DESIGN: ID • 5EE DETAIL5 ON DWG 5P3 i EXP �„ q y° \ a Q O C� PLANT,UNIT INGLUDE5: / - I \A 28 g y° _ - CALCULATION BASED ON EXPANDED (50Ai) SYSTEM REQUIREMENTS: - H • MODEL AN600, GRAVITY SYSTEM z �O 1 %I---- x28.1 E 28- 5° LOT 46 _ _ W v as } •• DESIGN FLOW: 650 GPD P��(, PIP O O CVTRL PNL yp --'� _ 600 SQ.FT LEACHING AREA /25.0 SQ.FTNERT FT - 24.0 VERT FT REQ D I- m Z O Of NSWYOrK CITY .• OP5(OP/GNTRL CENTER) W ALARM BEACON g AUDIBLE Q �O PO��¢� � - p�\� TH 20 AMP MAIN SERV. FROM _ - 24.0 VERT FT/3 - 11,1 LEACHING POOLS = 12.0 VERT FT/POOL REGID I-- &SONG I9,ANn `J o �� �0� �S `L MAIN PANEL IN HOU5E - < - < D_ HORN ALARM (LOCATED REMOTELY,A5 SHOWN) �p� � / ®21•�'x - LOT 47 UPON INITIAL INSTALLATION USE: 800-212-4480 811 PROVIDE: z 0� \�� ,r7o �cn S _ J _ ,M\N -- (2) 8 x 12 EFF. DEPTH LEACHING POOLS 00 0 Q < 2 U/G ELEG GNP FROM DWL6 TO REMOTE CONTROL PNL O z ����K �,�\ ��p•�� r LP \O PROPOSED - 2� MIN. LEACHING AREA REQ'D' = 400 SQ.FT. OF SIDEWALL LEACHING AREA �i Z O www.dignetnycli.com 2 U/G ELEG GNP FROM A.G. TO OP5 v o �O Og�G \0 G�,� ,-,� - '� CONTROL PANEL AND BLOWER: 51DE WALL LEAGHIN6 AREA PROVIDED = 400 5.F W or w.digne www.dignetnycli.com 2 U/G VENT GNP FROM P.T. TO HOUSE 5TAGK / Oe \iJP`\\0 LP ` 8' MIN ' x281 Z� • REMOTE HYDRO-ACTION 0%GNTRL GNTR, O (� Z - O (for other states) II GONVENIENGE RECEPTACLE NEARBY CONTROL PNL z Q z C) GONE l��fG _ 28 x25.1 1-��0 J BLOWER MOUNTED AND 6FI RECEPTACLE ON \ UPON 50% EXPANSION IN5TALL AN ADDITIONAL: H - # N 'd - O , H FRAME,SEE NOTES ON DWG 5P3. (1)&V x 12.0 EFF.DEPTH LEACHING POOL >u 0 By law, excavators and contractors PROPOSED LEAGHIN6 FIELD (Y o_ 28 - • FOR MOUNTING DESIGN/REQUIREMENTS,5EE \ MIN.LEAGHIN6 AREA REO'D' = 600 50.FT.OF 51DE:WALL LEACHING AREA O working in the five boroughs of New York USE: Q �- - PROP05ED 'H'FRAME DETAIL',ON DWG 5P3 r N SIDE WALL LEACHING AREA TO BE PROVIDED � I z N 0 - - • SEE 'CONTROL PANEL REO'MNT5'NOTES,SEE City and Nassau and Suffolk Counties on (2)8� x 12.0 EFF. DP LEAGHIN6 POOLS AND � O ` cj°(o UPON EXPANSION= 600 5.F � < 0. p _ DWG SP3. \ l� Long Island must contact DigNet, • LOCATION FOR 5090 EXPANSION SHOWN Q w �p\� 0\' -1 I �j = 'L SEE DRAWING 5P3 FOR SANITARY Q Q 1-800-272 4480 or 811, at least 48 hours • MAINTAIN 5EPARATION D15TANGE5 to z O `nP�� � STRUCTURE/COMPONENT DETAILS rTl LL O O but no more than 10 working days ~ o o PROPOSED SGDHS REF. No.: R-20-136q FWwl MAINTAIN 54b GRADE OVR 20 AROUND 5AN 5Y5. z o - - (excluding weekends and legal holidays) - 26 1 27 (/� � • 5EE DETAILS ON DW6 5P3 ¢ _ MINIMUM 6RD 0 20' OFF5ET °'o, prior to beginning any mechanized digging Q - INSTALL ADDITIONAL GOMPONENT5: p� uj - FROM 5AN. 5Y5 VARIES C LL or excavation work to ensure underground ova 27 _ - 3 PARTIAL SANITARY SITE PLAN o lines are marked. Excavators and • 1 - 4'4) PRE-GA5T 015TROUTION BOX (5EE DTL ON 5P3) Q- o- N - (MAX ALLOWABLE GRADE DROP 15 in4 �1 O Z contractors can also submit locate • ENDGAP LEVELING DEVIGE5 (TYPIGAL) - \ 5%WITHIN 20'OF SEPTIC 5Y5) � PROP05ED requests online,through ITIC.If you do not 27 5TORM DRAINAGE LEAGHIN6 POOL currently use ITIC, please call / ` SNx15' L.D. L.P.(SEE DWG SPI FOR STORM �1 O -7 Q 1-800-524-7603 for more information. : D�AINA6E GALL. AND 5TRUGTURE DETAIL I" - 10'-O" v SEPARATION DISTANCE REQ MT5 FOR \ _-- � 5D 1 10 5 0 � 10 20 For safety reasons,homeowners are SANITARY SEPTIC TANKS, I/A OWT5,PUMP 5TA OR MANHOLE (RESIDENTIAL): 2b 1 AqD REQUIREMENTS) GRAPHIG 5GALE 2,R strongly encouraged to call as well when MIN.HORIZONTAL SEPARATION 0I5TANGE5: L.ROAD STORM DRAIN5 = 20'-0" \ ` / i- planning any type of digging on their A.BUILDING W/CELLAR= 10'-O" M.ON-51TE STORM DRAINS = 10'-0" �6 / ° i PAGE. property. Homeowners can contact us B.BUILDING ON 5LA13 = 5'-0" N.CATCH BASINS(NON-LEAGHIN6) = V-O" directly at 1-800-272-4480 or by calling G.PORCHES,DECKS,HOUSE OVERHANGS, 0.5ANITARY LEACHING POOL = V-0" 0 811,the national call before you dig CANTILEVERS,ETC = 5'-0" P.SEPTIC TANK,PUMP 5TA OR M.H. = 5'-0' NG� o D.WATER LINES = 10'-0' Q.PROPERTY LINES = 5'-0" number. For excavation work completed on E.5URFAGE WATER(WETLANDS) =15'-0' R.SWIMMING POOL = 20'-0" pR0- o personal property, it is the contractor's F.PUBLIC WELL = 200'-0' 5.TOP OF EMBANKMENT OR STEEP SLOPE o \R / responsibility--NOT the homeowners-to 6.PRIVATE HELL = 15'-0" / / / contact Di Net. Having utility lines marked (15�SLOPE OR GREATER) = 25-0 0 \ g g �' H.RETAINING WALL(WTRPROOF) = 10-O T.BLUFF = b5=0 prior to digging is free of charge. J.U/G FUEL TANKS = 10'-0" U.DEGK/RAMP = 5'-0' O / %�/ K.U/6 UTILITIES = 5'-0" 5GDH5 APPROVAL of 4 PROVIDE 20 AMP BREAKER IN MAIN ELEGTRIG PUMP/GOMPRE55ER POWER GIRGUIT N AL PANEL IN a o NOTES: d PROPOSED BUILDING FOR 6 G II O/ O / _---_ --,- _ FINISHED GRADE I. PIPE JOINTS TD BE SEALED W/ PROVIDE COVERS' N GBI MI � ;' ' ---�, WHEN REQUIRED TO BE SET AT FINISHED GRADE �"PROPOSED I/A OWTS "P� � �`�I j�^�� y� ,yam ASPHALTIC MATERIAL OR EQUAL. LI LI ��O BLI.� 5PI SPRAY ""n°" 'nnn deb \� 2.USE END( TYPE LEVELING �` O PUMP RATINGS: " CONCRETE z HEAVY DUTY,WATERTIGHT INSECT-PROOF c J z MOTOR 3/4HP @ II5V I5.0 F.L.A. ,•p f AK-080917-1 COVER DEVICES(TYPICAL) ADJUSTABLE AND LOGKING GA5T IRON FRAME 4 N N N N �-� '' 14x 12 2 iv 'v c_v et ® O 1' FINISHED GRADE COVER(GAMPBELL 1182 G OR APPROVED EQUAL) tY o O I INSIDE LID VIEW 652 M2 G5R 6 LOOPS II ❑ © 1 NOTE: ENCLOSURE HINGE TO THE RIGHT X Z n I G�INMNEY E 20" j\ �j\\;\\. iA i '\/' RPI REGIRG / / PUMP PUMP RATING5: 0 ® (T\ I tT I MIN \\\ BAFFLE REQUIRED IF u N MOTOR ° OFF °ET �� I ------- / / g 3/4HP @ 115V 15.0 F.L A. " / j\ INLET PITCH EXCEEDS a T � I� ",�.��s,: use ,.,5. � �- uu�taeN� Cis cR2 c24 cap ! ' ' -- -- Y2'PER FOOT v \ INLET-�_ 4'0 50R 35 PIPE, GB3 M3 /, '// ea MIN.SLOPE=Y8"/LIN FT S o z �1 ? i \\ ( MIN 4 DIA. ® I ALL OUTLET PIPES 5ET 0 SAME BILK �' I APPROVED ® INVERT ELEVATION MPI MIXER PUMP PUMP RATINC75: I I q PIPE PITCH o N MOTOR 3/4HP @ 115V 15.0 F.L.A. 0 3 =a CI iff, I \\/\, ye" PER I'-O" ® z Z 4 Z S (2)2xa x(LENOrH TO 5ulr)Aca/�yp 1 O ®� ® _______ ________ ________ \ cv o HORIZONTAL GROSS MEMBERS I 1 J ABELS ON O TSIDE Or LID = \/\\ ® CV 6 �A I� �_ _� �a I= //�; INLETS ' Z F- p GB4 U1. M2 Ed3 3�AAh �� iIPOP& �0D74 A�XORO H ( ) W wrambw ; wwu� II �� \\' _ OUTLETV �- �� GRY �:,=.,,.s,,:� �:, :,,. :17 �_________� -________� �_________� 4"�SDR35P1PE, ag GI i 3 MIN. 3 MIN. �` ' IL w COMP COMP.RATINGS: - I MIN.SLOPE=Ye'/LIN FT ° Q- COLLAR COLLAR / ./\ a p MOTOR I/4HP @ 115V 5.4 F.L.A. - I o o c o 0 o I DY \.i\\ ALL INLETS PIPES 5ET @ Q • I/A OWTS N a: °a b" O - // SAME INVERT ELEVATION S • ELECTRICAL • eP� H,. C L I \ \ ry BAGKFILL SAND OR u)a GNTL PNL c �1 ) PEA GRAVEL(12"MIN) LA (4)OLT /5A 12'w x 14 h NOTE: ALL MOTORS MUST HAVE Idii n' WASHER' HEAD V INTERNAL OVERLOAD PROTECTION. » � ? _ ti _ I � di O O O O i}•15P1N PP1 N P1 N Ci N 1 2 3 4 5 6Ij"` ® OP�P9(PL7^ frf0.PPQSIE AMBEPI(FIEC06f� QIRIF1Fll(F1iO3:�PP I W .Z p o N (TYP®EA.P05T) • • }�" II © � ��I<tc=) �y r�uw7�) I I ® p c� N O TYP. PRE-CAST DISTRIBUTION BOX I LRI-QI RED/WH T /\\ \ NOT TO SCALE O G g d 4x4xa1-6 AGQ BLU _ MI rn ''/' THE CONTROL PANEL BOX I / \ 1- MINBMLH COVER 36"ER P05T MUST BE PLACED OUTSIDE � I LRI Q2 PINK/WH 1 ®®® //\ BELOW GRADE ON A SUITAE)LE:PEDESTAL BLU M2 WHT INCASED IN POURED WITHIN VIEW OF:THE 5Y5. z Q I ® \ GONCRETE IN 12" I ENTER SHALL BE THAT IT SERVES.( NTROL 4 PINK/WH ' \i. z \ / \ \ I 3 MIN TO STOPPER OR ,� A \ SUITABLE COVER DIAL IETER SONOTUBE. REGIRG RUNNINGS". / / �_ I END PLUG MOUNTED 35'ABV FINISHED m a _ Jw �_------------._ �___ / / � / a O' TO GRADE (TYPICAL) GRADE(MIN)OR ABOVE BLU I LRI-03 YEL/WH WHT O Wiz" _-- _ E:V _ O 0 o / �\ crm RECORDED BFE,WHICHEVER 15 HIGHER M3 GROUND WATER PROPOSED LYEL/WH 6' MIXER RUNNING COLLAR DEPTH Xo SEWER PIPE 'H' FRAME DETAIL BLU LRI wHT (BAGKFILL TO BE GLEAN SAND 30°ELBOW (5TRUGTURE FOR I/A OWT5 CONTROL PALL MOUNTING) LRI Q4 AND GRAVED }~ SCALE:NONE 40 BLU RED 16 PLO INPUT eRoty 6 _ _ _ z�""'O 11�TYPICAL GRADE \ Y - EXTERIOR BLU A5-I PINK \\�� Or ELEVATION GLEANOUT \ N rs. T\� e /\\/\ I f \ BLU 5 LV f RUN ALARM \" NEW 20 AMP,I POLE BREAKER DEDIGATED FROM UTILITY LEACHING POOL GONSTRUGTION CRITERIA: ORG BRN TO HYDRO-AGTION GONTROL PANEL PROVIDER o MU I.FOR AREAS ON 146 NMGA *,EAVEL,THE DESIGN 4.AGGE55 OPENINGS WITH A MIN.DIA.OF 20' 60°WE tj I HWA 120 VOLT,I�SERVICE TO HYDRO-ACTION INCOMING SERV. ' OF THE LEAGHING POOL SHALL BE BASED UPON A SHALL BE PROVIDED FOR EACH POOL. m BLU TEST GONTROL PANEL (DETERMINED ,;wl,,, ;'`Mu-', MAXIMUM LEACHING RATE OF 1.5 GALLONS OF 5.ALL COVERS,WHEN NOT REQUIRED TO BE NOTE: ADDITIONAL GLEAN OUT SHALL BY OTHERS) , '�:;,��;,,;^,,"-, SEWAGE PER DAY PER S.F.OF 51DEWALL AREA. BROUGHT TO GRADE,SHALL BE OF PRECAST BE PROVIDED IN INTERIOR OF BLDG, a � i.' s � 4. O (2 ub,ub IN I"PVC,PIPE) r�RG�' ,�CCJ.'"' p ALARM 2.LEAGHING POOLS ARE TO BE GONSTRUGTED OF REINFORGED GONGRETE(OR EQUAL).COVERS NO HOUSE TRAP SHALL BE PROVIDED LIGHT HYDRO-AGTION HYDRO-AGTION UTILITY PRECAST REINFORCED GONGRETE(OR EQUAL) OVER 3Y0 ARE NOT PERMITTED PER IRG 2015,P3201.4 AERATOR I/A OWTS MAIN BUILDING 5ERVIGE LEAGHING STRUCTURE5,50LID DOMES $/OR SLABS. 6. ALL GA5T IRON GOVERS SHALL BE SET AT FIN. CONTROL PANEL REQUIREMENTS: �D BLK E WHT ELEGTRIGAL GROUT BREAKER METER 3.LEAGHING POOLS SHALL BE A MINIMUM OF S' IN GRADE,BE LOCKING,WATERTIGHT,IN5EGT-PROOF NOTES: CONTROL PANEL PANEL OUTSIDE DIAMETER. AND APPROVED FOR 5EWAGE USE. I.FOR GLEANOUT(5)LOCATED IN TRAFFIC,AREAS, I.THE CONTROL PANEL BOX MUST BE PLACED OUTSIDE ON A SUITABLE 12'w x 14'h PROVIDE WITH TRAFFIC,BEARING FRAME AND COVER. n O PEDESTAL WITHIN VIEW OF THE 5Y5TEM THAT IT 5ERVE5.GNTRL GNTR ENABLE TYPICAL SANITARY LEACHING POOL (LP) 2.FOR USE WITH BUILDING EXTENSIONS/CONNECTIONS. AND BLOWER SHALL BE MOUNTED 35'ABV FINISHED GRADE(MINI OR BLU 1 2YEL 11 PLO INPUT NOT TO SCALE ABOVE BFE PLUS 2.0'FREEBOARD,WHIGHEVER IS HIGHER. SEE 'H' ELECTRICAL NOTES: EXISTING N FRAME DETAIL ON DW6 5P2. I. BURIED ELECTRICAL POWER CONDUITS SHALL GROUND ROD • 2.EXTERIOR PANEL(NEMA 4X SPECIFICATIONS)PLACEMENT ENABLES BE A MINIMUM OF 24 INGHE5 BELOW 6RADE.THE SYSTEM TO BE 5ERVIGIED AT ANY TIME,ELIMINATING THE NEED BLU OVERRIDE 2.ALL ELECTRICAL WORK TO BE PERFORMED IN V m TO AGGE55 THE INSIDE OF THE BUILDING. 3 4 GSR I2 PLO INPUT YELIM ACCORDANCE WITH NEC. - •. O 3.THE CONDUIT MU5T HAVE APPROPRIATE'.SEALS,TO PREVENT 6A5E5 AND M015TL RE FROM REAGHIN6 THE CONTROL PANEL OR JUNCTION BLU la PLO INPUT ELECTRICAL ONE-LINE DIAGRAM X BOXES. SCALE:NONE 4.5Y5TEM SHALL BE EQUIPPED WITH A FUNGTIONIN6 WARNING SYSTEM TIME DOSE TAN17 PLO INPUT WHICH WILL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN EE LEI LL READILY SEEN AND HEARD BY THE OCCUPANTS OF THE BUILDING X Z SERVED" BLU DEMAND 5.PRESSURIZED MUST BE EQUIPPED WITH A CONTROL PANEL WITH MEANS OF GONNEGTIN&A PORTABLE GENERATOR TO OPERATE THE rc SPRAY 18 PLO INPUT < O SYSTEM DURING A POIAlER OUTAGE. NV NVO 2 ELECTRICAL SCHEMATIC DIAGRAM O NOTES: ' FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. N N {� P1 N P1 N P1 N C1 N 1 2 3 4 5 6 4 MAIN PANEL 9I5GONNEGT MUST BE PROVIDED BY INSTALLER, m DASHED LINES INDICATED ITEMS NOT CONTAIN IN THE PANEL. REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS 15 16 IN-LB5. Y o Q FIELD WIRING MUST BE A MINIMUM OF 60°G GOPPER WIRE. � Msao W w = g = � JJLLLL a m 2 < V 3 m m 3 PROPOSED w a a d w 00 d N w K S S (b BEDRM PHI-6) ENGINEER: CONNECTION DIAGRAM Ist FL.EL.3�.0' P� F N REQUIRED TORQUE FOR TERMINAL BLOCK SCRFINS IS 16 in 00 BEY T e O 0 I LCI 6 r 2"0 PVC, VENT PIPE 0 C9 MAINTAIN 5%GRADE: IF A RISER COVER WEIGHS LE55 THAN 60 LB5 A 5EGONDARY CONNECT TO AR 3493 ° A MAXIMUM 5%SHALL BE MAINTAINED FOR A MINIMUM OF 20'HORIZONTALLY SAFETY LID OF DEVIGE SHALL BE PROVIDED. HOUSE STACK O SSIONP�' }b� FROM THE NEAREST EDGE OF THE LEACHING POOL5 BEFORE TAPERING OFF 729 GAL, � PROVIDE COVER: ✓, �' TO PREVENT SEEPAGE OF THE LEAGHATE THROUGH THE TOE OR EDGE OF / U lANK NITRO EN MEN REQUIRED TO BE SET AT FIN.GRD: JEFFREY T. BUTLER, P.E. P THE SLOPE(EQUATE5 TO MAXIMUM DROP OF 12"OVER 20'HORIZONTAL) USE HEAVY DUTY,WATERTIGHT, PROVIDE GOVER5: DU ON TANK CONTRACTOR TO PROVIDE WHEN REQUIRED TO BE SET AT FINISHED GRADE USE: EXI5TIN6 ° INSECT-PROOF ADJUSTABLE AND LOCKING •THERMOPLASTIG GOVER5-LOCKING,WATERTIGHT, ' J / PROVIDE WVER5, 14 GU.YDS OF RATEABLE 501E FOR THE CAST IRON FRAME d COVER(GAMPBELL CARD @ BLD6 = EL. 30.0 J INSECT-PROOF,FLAT,SKID PROOF,BE APPROVED FOR SEWAGE . . WHEN NOT REQUIRED TO BE SET AT FINISHED GRADE U5E: PURP05E5 OF REPLAGIN6 UN501TABLE 102 G OR APPROVED EQUAL) USE d HAVE UV PROTECTION - ^'''=° Q) + I - c� •PRECAST REINFORCED CONCRETE COVER(OR EQUAL) SOILS WITHIN THE PROPOSED LEAGHING G.O. \ �j PROPOSED GRADE OVER L.P.'s VARIES EXISTING GRADE EXI5TIN6 GRADE OVER ATU @ EL. 28.69' � NATIVE (EL.2&.1' +/-) OVER DB @ EL.2a.bq' ° 6 \ `':i\;:\� \/�'\\ %\\// \:\/�//�//\i //!/j /!;%/;�' �/j . j RATEABLE //%\ %\\\\�z3 \\\� L LI LL \,. ,-, ��. �/�,�\,�\'\/\ �..,\\.�\!\;. \/\/\/ .!\ \� \•. �;.\ .�� \-. \�`. �\��..' . � ._ /. .. \/ .,'\�/ /\/, y ./;/� / ;, �. . �./ /, / / / // // / � / /. ,/ /�., �\/i\/,•��/\/ �/�, •,/:\/ \/\, SOIL \ / /.\ / � � PAT,ABLLU E;561L i ./'. y/ ;, ;/\ /i ,✓\,i,/\i i\/ i \ \ \/ \i T.O.SLAB: EL 21.1' \/\,, //;a/;/,. P151KIBUTION i /\/,;• , -\:\/; :/i. \ �---r ,.\i. : .v/.v .\;..•i _' ,i /\\/\/\ / - r \: . %;/ ! / < \ \\.\ /\/. 4 BOX - III I I-- -L \ \ FTC EL.\ .6'-T.O. 5G'S01L RIBBON " •,� ` / ;' %;/w,\ \; F+i II 4 SDR 35 XPORT PIPE, /\//\/j\//Y O 26 DWL6 TO PT 42.17 LIN. FT. \\//\// , Q F- - PLO GNTRL. PNL l^U HP120 GOMPRE55OR AND T-r B.O.SLAB: EL.26.6' O.INV. @ A.G. II 11 II 1 I.E. @ PT. \/\\/\\/\�,{ /O.IW @ I 1� 1� iIIII � 1� i� i AC. MIN. SLOPE =,V4 / LIN FT ���\/\/ � NON-RATEABLE SOIL I ;. .: = EL. 26.65 II II II = EL. 26.15' /\\//\\�j\\ DWL6. _ - (L BLOWER TO BE INSTALLED REMOTELY POWER LINE AND MI5G. GONNEGTIONS : „ _ „ _ - (5EE 51TE PLAN FOR PROP.LOG) TO BE MODIFIED A5 REQUIRED TO BRW GLAYEY SAND I I I I I I I II II ���®� 42.11 L6 x X4 - 10.54 - %�//\/ EL. 21.63' ►� W I Q/ OL LP a B.D.DB=EL.25.1 \'\\• p O Q ACCOMMODATE REMOTE LOCATION OF SG'SHALL BE REMOVED NV. = EL. 26.2� I II II 0.88 MIN SLOPE \/ LEAGHING POOL 4'1 5DR 35 XPORT PIPE, OP5 CONTROL CENTER AS,SHOWN ON AND REPLACED W/ d I11111111111111 RATEABLE 501L (I OF 2) p REPLACE I , O.INV. = EL. 26.36 iv II II I I P.T. NATIVE z SITE PLAN p� FROM AG TO DB, II II I I INATIVE UNDISIURBED � � � O 5W'OR 'SP PER UNSUITABLE 501L W/ I 8.05 LIN. FT. MIN. SLOPE = II II ) IEkT 1TIENTI<' UNDISTURBED I� E-1 Q PER 5GDH5 STANDARDS FOR APPROVAL OF W TYPE SP OR 5W PER TANK 501L 501L � � - Z_ Q -- .- ASTM STANDARDS PLAN5 AND CONSTRUCTION FOR 5EWA6E O ASTM 5TANDARD5 4"� 5DR 35 XPOR'PIPE5 FROM ZZZ---((( - ' Xa° /LIN FT II II I I 1 l!1 (V - + I I l I I I J I J l DISPOSAL 5Y5TEM5 FOR 51NGLE-FAMILY i i i I " = u _ II II O # " - - I �I " ' RE5IDENGE5,12-29-ton 'LEI �- �; \ DB TO LEAGHING POOLS 8.08 L6 xXa L0) - LL1 Q 2 PVC,VENT LINE:(TIE EL.23.1 B.D. 'SG 501L RIBBON '\ \'\ \ 7, \\-�\> ' \ r II II II V I Q/ Q- r ;< ,, /�, i;;/:, ,:,, /� - - - - - �!ij�i,\�� !/j!/\!j. ': '\; 8.08 LIN. FT.,(WOP.5E GA5E) O.Oq MIN SLOPE 11 INTO BLDG VENT STACK) _ _ ` - \ \; \ \ \ \. \ � >:. 5EGTION 5-IO6.A.4. \/\/ /. / ' \,<3'-0"RATEABLE< '%': /�/\\// // j\\.ii,'i MIN. SLOPE =Xa /LIN FT U U O l(l \ N u , A - �r 501E DOLLAR /i'% WHEN INST NG LEAGHING STRUCTURES \\% _, ;/,�; "\ ,, ,- '��\ S.OS' L6 x�'e" - LDI" - O.Oq' MIN SLOPE - INSTALLATION 1 II -- �j UNSUITABLE SOILS,SHALL BE REMOVED / /\, \i - - J \\ / .r ; \ \\'\\ \-\ \. B.O. CHAMBER @ EL. 2I.45 B.O. P.T. @ EL. 21.45 Vl O i i , /,,/ /i /\/\// ./ ij;, AND REPLACED WITH SAND AND /i /.,/, //., W LL N O REQUIREMENTS: "1, \\ ��\\%:��;:��'; \\ GRAVEL,AGGEPTABLE TO THE \`'\ : :\/ \\\\\\\: ��®�w�®\ � U) I // / //, I.THE I/A OWTS TANK SHALL II .�° i II \\�\\�\;�\\'� \ �\; DEPARTMENT,A THREE-FOOT GOLLAR \\'�` \ z / // // i '' 'i , / i'/, /\\, BE INSTALLED AT LEVEL IN II %\/\ EXTENDING DOWN INTO A MINIMUM OF \i\� /,�/, / /<./,:,-. 5GDH5 REF. NO.: R-20-136q �'��®N / // -, X 51X-FOOT STRATA OF AGGEPTABLE '>%/\ij NATIVE SOIL j✓/ p-I U- Q ALL DIRECTIONS(WITH A II II \\ \�\ �\/\/\\ \ \, \\/\- /\/ >\ \ \`%\ \ \ SAND AND GRAVEL. TYPE SP OR SW%\\ ' MAXIMUM TOLERANCE IN C I I I I ! // // // /i /\;i % /' Z j jJ %\ \ \�\\/\\/�.'�<�. �: \PTO BE RETURNED \/i, www.dignetnycli.com Cr ANY DIREGTION OF+/ONEP.T. Il i\/ \/� /�j�/\/i\//`i\ `%-`% or PL // / '\/ // \!" \POST EXCAVATION''/,, pf �1 YQ lY� ) , \ i\\\ \\\\ ; \ \ \ www.ca11811.com QUARTER INCH)ON A II II cf� \\/\� /\/ ,y\i . \\ \ \ \ Z MINIMUM 3-INCH THICK BED g°EnkZ& I ", �\j\�\j\j \ \; :/\\� - - - - - - - % /\\�jj�j/j\�/\\/\\j// $�QI���n (tor other states) �1 O 0 Q OF PROPERLY LEVELED 1 11 II PROPOSED SANITARY RISER DIAGRAM 500-212-4480 811 AND COMPACTED SAND I //\!%"!/ // / �/ '' i'/'!/'/%'/ \\,\.,\\\,\\\'\ \\ \ \\ �\ INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYS. (FREE FROM ROGK5)OR (1 I / /;/; / // //,////j / %// \ /\./\ \\i \ \/\ \/\ \/\/ PEA GRAVEL. I II i/\!j\/ /\\/\%\//\\//\ \ `\\\i/\\i/\\i/\� GRAVITY SYSTEM By law,excavators and contractors working in For safety reasons,homeowners are strongly \ \ \:\:\'\ \ \\ \ \\ \/\\/\\/\\/� the five boroughs of New York City and Nassau encouraged to call as well when planning any PAGE: B.O.POOL @ EL. 14 21 \/\/i.i/\/\/\/\/,\//\ \�\//\//\,j\ 5GALE NONE / / // / / / ' and Suffolk Counties on Long Island must type of digging on their property. \/ ,/ contact DigNet,1-800-2724480 or 811,at least Homeowners can contact us directly at u u \�j%j//j\//�z %/� j\%\///\\//j%%j 8 DIAMETER\\/////\�///\�/i;�//�,///\�;%//�///\///\/ \,\/\\/j Q \ '\ \'\\'\ 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the \/ }r ' `✓ / / /,/ / / / / //\,,,j\ \ \/\/\ OWNER CARE OF SAN. SYS: excluding weekends and legal holidays) nor national call before you di number.For 5.0' I I 5.5' /\/\\�m tK /\\/�/\\/\\/\\/\\/\\'\' \'\\/\\/\\ NATIVE /\\/\\/\\�� ( 9 g Y )prior Y 9 r r \ \ ' \i/\ /\/:` /\i \/�/\i';/ FGRMULARIZE ONE5ELF WITH THE MANUFAGTURE5 REGOMMENDATION5 FOR CARE OF to beginning any mechanized digging or excavation work completed on personal i./ / / • P P ��j/U UNDISTURBED 5�%\ \\//\�j/\\�j SANITARY GOMPONENT5. are mexcavarked.Ex ion work avato s and contractors ensure underground can responsibility--NOTrtythechomeowner's--to HYDRO-ACTION WASTE WATER TREATMENT PLANT /\/\\% �\� es i,,, i,•, ,, „ i,;i„i\ \, , , •PRIOR TO ANY FUTURE SITE WORK ALWAY5 ERECT GON5TRUGTION FENGIN6 8' BEYOND also submit locate requests online,through contact DigNet.Having utility lines marked �\\\\''�<NO GROUND WATER EL.10.1'PER IEST HOLE \` �\\\ \\ \\ \\i;\ :\\ '\\% ITIC.If you do not currently use ITIC,please prior to digging is free of charge. SP3 MODEL No. AN600 (GRAVITY SYSTEM) \j j' ` \ THE PERIMETER OF THE WASTE WATER TREATMENT UNIT TO PROTECT THE GOMPONENTS g , �/,\HIGHEST EXPECTED GROUND WATER EL.112i%\�!: VEHICULAR DAMAGE. call 1-800-524-7603 for more information. SCALE: NONE / // of 4 0 0 o � z 50' MIN. WOVEN WIRE FENCE (MIN. SYMBOL: PROFILE EXISTING MOUNTABLE BERM (OPTIONAL) PAVEMENT 14 I/2 GAUGE W/MAX. b" MESH SPACING) x x 19 u_ o 3 S./ 36" MIN. LENGTH FENCE P05T5 n 10' MAX, G. TO G. EXISTIN FILTER _ z DRIVEN MIN. Ib" INTO GROUND. G _ GROUND CLOTH 9 Q z u_ ry Q 50' MIN. P A_L N VIEW g J IJt�* zHEIGHT FILTER _ gy`opEXISTING I6I . GROUND ,t, , z_PERSPECTIVE VIEW ��� ' D S 12 MIN. EXISTING a PAVEMENT CONSTRUCTION SPECIFICATIONS F o I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 36" MIN. FENCE P05T z WOVEN WIRE FENCE (MIN. 14)'2Ck � OR STAPLES.POSTS,SHALL BE STEEL EITHER GAUGE W/ MAX' TYPE OR HARDWOOD. . 6" MESH k p "T"OR'UEN _ 2. FILTER CLOTH TO BE TO BE FASTED SPACING) W/ FILTER CLOTH CONSTRUCTION SPECIFICATIONS SECURELY TO WOVEN WIRE FENCE WITH TIES N I. STONE 51ZE -USE 2" STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 5PAGED EVERY 24"AT TOP AND MID SECTION. 2. LENGTH-NOT LE55 THAN 50 FEET(EXCEPT ON A 51NGLE RE51DENGE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). FENCE SHALL BE WOVEN WIRE,12 1/2 GAUGE,b" 3 `z� cOv ryo O O 3. THICKNESS-NOT LE55 THAN 51X(b) INCHE5. MAXIMUM MESH OPENING. FLOW z UNDI5TURBE cNv Q v 4. WIDTH-TWELVE(12) FOOT MINIMUM,BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN i� GROUND �� 6 5 $ o TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. EACH OTHER THEY SHALL BE OVER-LAPPED BY 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 51X INCHES AND FOLDED. FILTER CLOTH GOMPAGTED 501L b. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON-CON5TRUGTION ENTRANGE5 SHALL BE PIPED SHALL BE EITHER FILTER X,MIRAFI IOOX, rn ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 5TABILINKA TI40N,OR APPROVED EQUAL. EMBED FILTER CLOTH 3 1. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 4. PREFABRICATED UNITS SHALL BE GEOFAB, A MIN. OF 6" IN GROUND. 411z ONTO PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRAGTED ONTO PUBLIC RIGHT5-OF-WAY MUST BE ENVIROFENGE,OR APPROVED EQUIVALENT. REMOVED IMMEDIATELY. 5. MAINTENANCE SHALL BE PERFORMED AS 8. WHEN WA5HING 15 REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED NEEDED AND MATERIAL REMOVED WHEN SEDIMENT TRAPPING DEVICE. "BULGES"DEVELOP IN THE SILT FENCE. SECTION VIEW 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH U.5. DEPARTMENT OF AGRICULTURE STABILIZED U.S. DEPARTMENT OF AGRICULTURE SILT CONSTRUCTION NATURAL RE50URGE5 CONSERVATION SERVICE NATURAL RE50URGE5 CONSERVATION 5ERVIGE NEW PORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE 501L 4 WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE 501L 4 WATER CONSERVATION COMMITTEE FENCE 24X4" WOOD FRAME STAKE FIN15HED GRADE y X i 3� FABRIC—� ' o COMPACT FILL ] z— � _ _ _ rr ll� m z p x DROP INLET z I I I I=II I I=I1I�II I o� V to u 4" WITH GATE m N ELECTRICAL SERVICE IIII=111I= III_12" MIN , MIN V GABLE IN CONDUIT: ��� FRAME T.O. CONDUIT 200 AMP (2" CONDUIT,MIN), r BURIED FABRIC y >, 320 AMP (3�" GONDUIT, MIN) ) _ PROPOSED GA5 5ERV. 400 AMP (4" CONDUIT, MIN) �—"- , 3 to ELEV OF BOT. OF LINE WILL BE DETERMINED BY 51ZE OF SERVICE (TV 4 T COMMUNICATION d- a X UTILITY PROVIDER SUPPLIES / �� M m (1V 4 TELJ GATHER EXGE55 M AT CORNERS M Z UTILITY TRENCH DETAIL '� I I C—' x NOT TO SCALE (� O O =LW 60145TRUGTION 5PEGIFICATION5 d I.FILTER FABRIC SHALL HAVE AN E05 OF 40-85.BURLAP MAY BE U5ED FOR SHORT TERM APPLICATIONS. O d) 2.GUT FABRIC FROM A CONTINIJX5 ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE O REINFORCED GONG. SLAB,b"Xb"XIO"WWM NEXT STAKE. (j) N (USE CHAIRS) 3.STAKE MATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS INCHES DEEP.SPANS GREATER THAN 3 FEET IY) MAY BE BRIDGED WITH THE IrDE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5.FA13RIG SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BAGKFILLED. IT SHALL BE SECURELY FASTENED TO THE a . X, . ... 'x a.. ;X. .'x -"x 5TAKE5 AND FRAME. _I 6.A 2"x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE GRE5T OF THE FABRIC FOR OVER FLOW STABILITY. TYPICAL SLAB DETAIL LU MAXIMUM DRAINAGE AREA I ACRE I- FOR GENERATOR AND AG EQUIPMENT U.S. DEPARTMENT OF AGRICULTURE FILTER FABRIC SCALE: N.T.S. NATURAL RE50URGE5 GON5ERVATION 5ERVIGE DROP INLET ENGINEER: NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE 501L 4 WATER CONSERVATION COMMITTEE PROTECTION �P� N *CJ Y T 0 r 7v M Xwww.dignetnycli.com N / (V � Not of aYm CI1Y °r �O www.call8l www.call8ll.com q &LONG 19 ANn (for other states) 4 0�34 3 I 600-272-4480 1811 °'cEssloNP�' JEFFREY T. BUTLER,P.E. By law,excavators and contractors working in For safety reasons,homeowners are strongly the five boroughs of New York City and Nassau encouraged to call as well when planning any (] and Suffolk Counties on Long Island must type of digging on their property. __I contact Dig Net,1-800-272-4480 or 811,at least Homeowners can contact us directly at 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the = (excluding weekends and legal holidays)prior national call before you dig number.For ` M to beginning any mechanized digging or excavation work completed on personal / �— excavation work to ensure underground lines property,it is the contractor's z ` 1 are marked.Excavators and contractors can responsibility--NOT the homeowners—to V also submit locate requests online,through contact Dig Net.Having utility lines marked 1L [TIC.If you do not currently use ITIC,please prior to digging is free of charge. LU O �/ m call 1-800-524-7603 for more information. } � ~ um K w >u � CL zoo Q w QO # O Q < � V O ,n o O ,n < ,'a N O z IL o O < o � Q PAGE: SP4 5GOH5 REF. No. R-20-136Q of 4 AGDRM 6485 NASSAU POINT ROAD, CUTCHOGUE R--20-- 1369 SURVEY OF PROPERTY AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY; N. Y. LOT 44 1000 111 13 11 SCTMf 1000-111-13-9 —'' SCALE.- V-=` 40' DWELLING NOVEMBER 20, 2012 PUSUC WATER FEBRUARY 28, 2020 MAY 1, 2020 (REVISIONS) MARCH 16, 2023 (FINAL/AS BUILT SURVEY) JANUARY 15, 2024 ( REVISIONS ) oo- p x= b N LOT 45 SCTM# 1000-111-13-10 DWEWNG TIMBER & INTERLOCKING PUBLIC WATER PVC PANEL RETAINING WALL CK a:K 344.00' wpOO wp1.1. �-�"" p oAixr'"Y 1 E}SO 0.911 ce TY! 8.3' PCB ` SEPT)C SYSTEM LOCA T101 til o Sp x }►1 t 1 t� Tw �2.5.0, AS BUILT ew s.o cn vRop lAE'$Wy cecm �$tGR��' Pv�o5E9 1'i 1 1 1 1 c'il 1 1 O t1�8.3fj' C„� � �__ �4 u i 1 -'}1 1 i 1 I I TW 12.,V w a a _ i}}111111 Bw 8.5 ST 126.6 31 SCTMf 1000-111-13-05.3 EL=36.7' wa�� --- o� tit. ply- -- ��'' o>cK p"ER a;�, ---36_ '�t 11 f R a 40 a CMF wOO9 - CP �32.o « N,sz Fti o pEc+c 1 All 504 LANDING 3V DWEWNG �j� "'��n A P At o t 2 covERE° s cti avR? i N00 `. DP a a PUBLIC WATER 1 --� 36; LP1 42 38 6 __ --= 56 5 ' - 3.4'GATE ,i 1 AM 1mi n EL 36.1' �� g0•� s+o✓ a HOV 0' x 1 I't111.- va w- ww ,�d :37" ,.g { N4 1 NI ice$1 12.5' CZ LP2a a w W s —34 — MI INI 11rII BAN 8.2' 30 25 I'~— ` METR 51 >k�$A E$ N cREE TOP OF x = '�1 1 I NI j 1 + W / vtAY o pptb BLUFF III + i + SEPTIC TANK HYDRO--ACTION AN600 y►i i cr --- �z.a { t 1 (2) LEACHING POOLS 8 DIA. 12 DEEP --''" - o �� 54.4 .`- roo `s yg•e q£q� ' 445 " { �.3.?� 1 �^.�—TIMBER & t RLOCKING PVC .•.--.- �' ., ti a WOOD PANEL BULKHEAD. MHWM SOUTHOLD TOWN LOT COVERAGE z `" 1 ,�,. ' z;" y 41I ALONG 12 BULKHEAD rr c 9 f vAt$o m 1 1 { 1 4P '�f TH / RES� �„��" t f�1 x + { ' I I I BUILDABLE LAND AREA-36,702 sq.ft. (AREA N 1 ,,�-' 10� 46 &27,1✓ w - t ` i i I j I ew 8.$ LANDWARD TOP OF BLUFF — 36,702 SQ.FT.) 1 ""o` —'" 28 �~ a /� 1,\ �� i + i I r r i TAN 8.3' TOP OF 1 Itt11 HOUSE —2,425 sq.fL �•- �/,�� /i ... ` BLUFF j I I I'1 I S7g'38'C)4 W PORCH (2) - 438 sq.ft �'' .--- 26 -- \ /�� 1 1 Ic1 t g6.24' WOOD DECK - 235 sq.ft. `r' "" '' `0T 477 ow r iE`�2?.o s 1 1 N ST► GARAGE - 379 sq.ft. LOT 133 kn 3,477 36,702 - 9.49 ..- T �_24 --_---- ,V�, 2�.1 TEST HOLE DATA SCTMf 1000-111-12-05.2 y �� "�T Oil" McDONALO GEOSCIENCE . --� W � 1/09/2020 PUBLCWATER 0 11 BROWN LOAM OL 1 BROWN CLAYEY SAND SC 4, LOT 132 �,.OU�fl Y D .RAP f [OF" s )r- .dF-ALTi" EL 26,4' PIPE PALE BROWN FINE FND A -,r,rmt!AI-. OF C����`���(8�1.12 ' M ) 1f,0�,'K€,.p I-(")�" SAND SP �" ( .. ..,l�tti ' LOT 48 17' SCTMf 1000-111-15-07 N07E7' NO WATER ENCOUNTERED W UNNEWETA RD. DWEWNG (3< +_' 3/25/24 a .':> #°`,$' '�,.._ .. . _. R 20 1369 PUBLIC WATER .. EZ EVA77ONS REFERENCED TO NAVD 88 t p i 4 'a< ,".'.tFI,,4 $'I 1^.,"g(^g< �qF'' $�, t t g� � 8';"'I`, i s-. •{^t f',' ,$x",E' 3r•, z,"s Via::: ! Y`-.`d b " ;$6." 3_,r1 �`:`1et 4,>! fi •'$r'E if1;'!1 ',ie" ,`)%vi ';:ti4lzi KEY 231, ~� Q = REBAR - - WELL STAKE LOT 131 �WELL of, = TEST HOLE SCTMf 1000-111-15-06 ® = PIPE DWELLING = MONUMENT WELL LOT 48 SCTMf 1000-111-15-08.1[-y = 'IE3L ND !'LAS i DWEWNG CID-) = UTILITY POLE PUBLIC WATER TAN 12.5' s TOP OF WALL BW 8.2' = BOT OF WALL LOT 130 SCTM# 1000-111-15-5.1 , LOT NUMBERS REFER TO 'AMENDED MAP A OF NASSAU ' ' DWEWNG POINT' FILED IN THE SUFFOLK COUNTY CLERK'S OM(CE PUBLIC WATER N.Y.S LIC. N0. 051132—01 ON AUGUST 16, 1992 AS FILE NO. 156. N. Y.S. LIC. NO. 49618 ANY AL7ERA77ON OR ADDITION TO 7HIS SURVEY IS A PECONIC VEYORS, P.C. V/0LA77ON OF SECTION 7209 OF 7HE NEW YORK STATE �'�' 631 76 —5020 FAX 631 765-1797 EDUCA77ON LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER7IFIC47IONS HEREON ARE AREA-5Z413 SO. F. peconicsurvey@optimum.net VAUD FOR THIS MAP AND COP/ES THEREOF ONLY lF SAID P.O. BOX 909 MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE TO TE LS SURVEYDR WNOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET 1 —r�rf3 SOUTHOLD, N. Y 11971 Y n Generated by REScheck-Web Software Compliance Certificate Project Nassau Point Rd, Weiland Energy Code: 2018 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 270 deg. from North Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: iCompliance: Passes using UA trade-off Compliance: 2.2%Better Than Code Maximum UA: 414 Your UA: 405 Maximum SHGC: 0.40 Your SHGC: 0.25 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,340 38.0 0.0 0.030 40 Ceiling 2nd floor: Cathedral Ceiling 972 38.0 0.0 0.027 26 Wall,West(Front):Wood Frame, 16" o.c. 390 21.0 0.0 0.057 18 Orientation: Front Door 106:Solid Door(under 50%glazing) 23 0.500 12 Orientation: Front Window 124:Wood Frame 14 0.310 4 SHGC: 0.28 Orientation: Front Window 123:Wood Frame 14 0.310 4 SHGC: 0.28 Orientation: Front Window 120:Wood Frame 15 0.310 5 SHGC: 0.28 Orientation: Front Wall, North (Left):Wood Frame, 16" o.c. 194 21.0 0.0 0.057 10 Orientation: Left side Window 122:Wood Frame 11 0.310 3 SHGC:0.28 Orientation: Left side Window 121:Wood Frame 11 0.310 3 SHGC: 0.28 Orientation: Left side Wall, East(Back):Wood Frame, 16" o.c. 328 21.0 0.0 0.057 3 Orientation: Back Door 104: Glass Door(over 50%glazing) 38 0.310 12 SHGC: 0.18 Orientation: Back Project Title: Nassau Point Rd, Weiland Report date: 04/02/21 Data filename: Pagel of 3 10 Gross Area Cavity Cont. Perimeter Door 201:Glass Door(over 50%glazing) 18 0.310 6 SHGC: 0.18 Orientation: Back Door 202:Glass Door(over 50%glazing) 36 0.310 11 SHGC: 0.18 Orientation: Back Door 203: Glass Door(over 50%glazing) 18 0.310 6 SHGC: 0.18 Orientation: Back Window 104:Wood Frame 12 0.290 3 SHGC: 0.29 Orientation: Back Window 105:Wood Frame 18 0.280 5 SHGC:0.31 Orientation: Back Window 106:Wood Frame 12 0.290 3 SHGC: 0.29 Orientation: Back Window 108:Wood Frame 8 0.310 3 SHGC:0.28 Orientation: Back Window 109:Wood Frame 8 0.310 3 SHGC: 0.28 Orientation: Back Window 110:Wood Frame 8 0.310 3 SHGC: 0.28 Orientation: Back Window 113:Wood Frame 11 0.310 3 SHGC: 0.28 Orientation: Back Window 114:Wood Frame 10 0.290 3 SHGC: 0.29 Orientation: Back Window 115:Wood Frame 20 0.280 6 SHGC:0.31 Orientation: Back Window 116:Wood Frame 10 0.290 3 SHGC: 0.29 Orientation: Back Window 004:Wood Frame 6 0.290 2 SHGC:0.28 Orientation: Back Window 003:Wood Frame 6 0.290 2 SHGC: 0.28 Orientation: Back Window 201:Wood Frame 13 0.310 4 SHGC: 0.28 Orientation: Back Window 202:Wood Frame 20 0.310 6 SHGC: 0.28 Orientation: Back Wall, South (Right):Wood Frame, 16"o.c. 549 21.0 0.0 0.057 22 Orientation: Right side Door 001:Glass Door(over 50%glazing) 36 0.310 11 SHGC: 0.18 Orientation: Right side Door 105:Glass Door(over 50%glazing) 38 0.310 12 SHGC: 0.18 Orientation: Right side Project Title: Nassau Point Rd, Weiland Report date: 04/02/21 Data filename: Page 2 of 3 v ,r Gross Area Cavity Cont. U-Factor UA Assembly or R-Value R-ValLie Per ilieter Window 111:Wood Frame 7 0.310 2 SHGC:0.28 Orientation: Right side Window 112:Wood Frame 7 0.310 2 SHGC:0.28 Orientation:Right side Window 107:Wood Frame 19 0.280 5 SHGC:0.31 Orientation:Right side Window 117:Wood Frame 11 0.310 3 SHGC:0.28 Orientation:Right side Window 118:Wood Frame 11 0.310 3 SHGC:0.29 Orientation:Right side Window 119:Wood Frame 11 0.310 3 SHGC: 0.28 Orientation:Right side Window 002:Wood Frame 11 0.310 3 SHGC:0.28 Orientation:Right side Window 001:Wood Frame 11 0.310 3 SHGC:0.28 Orientation:Right side Floor:Slab-On-Grade(Unheated) 164 10.0 0.360 59 Insulation depth: 0.0' Basement,North(Left):Solid Concrete or Masonry 201 0.0 15.0 0.045 9 Orientation:Front Wall height:9.2' Depth below grade:8.0' Insulation depth:9.2' Basement,West(Front):Solid Concrete or Masonry 338 0.0 15.0 0.045 15 Orientation: Front Wall height:9.2' Depth below grade:8.0' Insulation depth:9.2' Basement,East(Back):Solid Concrete or Masonry 395 0.0 15.0 0.048 19 Orientation: Back Wall height:9.2' Depth below grade:7.0' Insulation depth:9.2' Basement,South(Right):Solid Concrete or Masonry 365 0.0 15.0 0.059 22 Orientation: Right side Wall height:9.2' Depth below grade:2.0' Insulation depth:9.2' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to rroet the 2018 IECC requirements in REScheck Version: REScheck-Web and to comply with the mandato requir nts listed in th EScheck Inspection Checklist. 1) C esovs- c � c Name-Title i ature D e Project Title: Nassau Point Rd,Weiland Report date: 04/02/21 Data filename: Page 3 of 3 SURVEY OF PROPERTY AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-1u 13 u SCAM 40' NOVEMBER 20,2012 FESRUARY 24 2020 MAY r,2020(REWWONS)7T _ LOT 44 SCTMJ 1000-111-13-9 DWELLING PUBLIC WATER 9c o Jf p? .J£ LOT 45 b SCTMJ 1000-111-13-10 DWELLING TIMBER a,INTERLOCKING PUBLIC WATER P\'D PANEL RETAINING WALL oca 0.1 UNrt.w \Li\\\' m tx.s ON PM.a� 11I Il lt,%I%r\I\\� qrn 'JB_ Bw 9.0 m ELEC. cam\ a ` �iiim 1���\\ YEfER,� s\ • 5.6%6.9 111���Ii'i,11� 20•E Nm tua IIIR 1 EIEC. �7 - -F1ACSfCNE �s'� 7CP CP I ll 1111111 W 124' m LINE i B D91i BLUFF 1 11111111 BW BS SCTM# 1000-111-13-D5.3 EL-06.7 X,eeD"�L� °` i ems�•• .�ELK "� .�,',zN M - --J6-��i t ti p11 ppsl NO b ff DWELLING CME --�� IURKDm ,s1 L •�. p R RMSED *1.14 Fn PUBLIC WATER .0,1, ,• 'v PATIO E - - 34.4.3.4'GATE 11.1 t , EL3r1• -'y2� T w� f ^1+' °aP°�,, 3 —;ItXIRlI Tw12.• 4 •5_ -R/0 PORCH 4'- 1 AIds I j 1 111 BW 82' 13�111j11 z 29.2' V; �j AI lot d. •ll` LDl• ``+29.4'�` ,P., 1 1 j l 1 TIMBER k I CgNC PJC +26.3' N 11 I 1 PANEL BUUOM.NNW SOUTHOLD TOWN LOT COVERAGE 6TMT_____- l II i�i i Ali i ALONG i u NE D BUILDABLE LAND AREA-36,702 sq.&(AREA \ /d -„28 2i.i' 1 a LANDWARD TOP OF BLUFF 36,702 SOFT) In — I;T 11 (JT ; a�„�i !_ 1pt Al �� OP F I I I t 1 I 1 g3904'W HOUSE =r.372 sq.1t N. 6,i 26 \ e'1 1 R 5T PORCH =438 sq.fL G i� r �\ ��_- i1 of I t I !Z 6e.2 RAISED PA770 a 87 sq.Ft. ,a i l \ . . 11 Y+ v GARAGE =J79 sq.R. LOT 133 z276/36,702=6.2X 1 n/ 24-------- \ of TEST HOLE DATA SCTM# 10OD-111-12-05.2 r f Z A&DONALD GEOSCIENCE DWELLING 7/09/2020 PUBLIC WATER Vg i !Z.27.!' BROWN LOAM OL i 0 BROWN CLAYEY 4 SAND SC LOT 132 t � G. EL 26.4' PIP E PALE BROWN FINE FND SAND SP i LOT 48 rr SCTMB 1000-111-15-07. NG NO7E NO WATER ENCOUNTERED WUNNEWETA Rp. PUBLIC WATER ELEVA77ONS REFERENCED TO HAVD 88 KEY 231, OO REBAR ® = WELL A =STAKE WELL B = 7EST HOLE LOT 131 =PIPE SCTMe 1DOO-111-15-06 DWELLING =MONUMENT WELL LOT 48 = WETLAND FUG SCTM@ 10 D oWELLI11Nc 15-08.1 ca3= U77UTY POLE PUBLIC WATER x au =BOT OF WALL g ��1i'T` LOT 130 S ayc,ti,T..Tr_7�• SCTMI 1000-111-15-5.1 .. LOT NUMBERS REFER 7D i7MEN0ID MAP A OF NASSAU DWELLING POINT"FILED IN THE SUFFOLK COUNTY CLERKS OFFICE PUBLIC WATER ON AUGUST 16, 1992 AS ALE NO. 156. ANY AL7ERA77ON OR ADD17ION 70 THIS SURVEY IS A EDUCAAON LAW.EXCEPT PER SE 09 OF 7HE NEW770M YORK STATE AREA-52,413 SO.FT. NO.49618 7209-SUBOMSION 2.ALL LERRACA77ONS HEREON ARE TO TIE LINES NO. SURVEYOR-%P.G , VALID FOR 7HIS MAP AND COPIES THEREOF ONLY LF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE P.0180 909 20 FAX(6J1)765-1797 SURVEYOR WHOSE SICNA7URE APPEARS HEREON. 12JO 7RAVELER S7RlET SOU7HOLD,N.Y. 11971 12-273 I aEFP A SURVEY AY• aNIcwDOAY PR/1P05ED I AND 2 STY ADDITIONS TO EXISTING I In STY FRAME Dl4ELLIN(�' m30 TRAvELM 5tREET Sam"D,KY.Im EA5nm63 BE"Wb MODIFIGAnONS TO E%DrlG: FROPoSEO:6 EEDR004 1 I S.RVtT(LRFATED: a EHXR 20.2a2 DOSIB6rFOOTFRnR,nA01`AFT. �LVL OTOK ADDITION FTFRNT,L1044 SOFT. I rF N LAST UM,ATEa.TWY 1.2010 •ADDITION TO hL FL 60 SOFT. TI• '•FT PRNn r2,S51•-AFT. , .FEPOVAL FROM MI R,60 SOFT. (13AGEMENT BELOW ADDInm T SURVEYOR5 No-c ExSrrG T`EGr.A•m 1 Er.+`-=z_ •LOY ILmdts RS$t To-AMENDED MAP A OF NASSAU FOI T' Wi PA+._CIERK5 OFFI CE a.+FILEDIN NE:SSFF0.K CONTY ICE ON MOST 16. �+F � Naa AS FILE W.156. PROPOSED AL UNIT ON PL.SLAB, fLL9iPD a rorLv rF E:.=c ``�v` M1 _ SEE SLAB DR.OWG 5P4 •HEVAIIaI$REFER TO NAVDBD PROPOSED r_'I-N:F•y in QS' N0 MF115 HTNN II/ 6 P PROP TANK Bd of wOFT:RTr wVNrAM ALL fE0AR9 s�ARAnox / O6TAIY75 FERNFA 5B.LaN. ; _ `L.S:iLNS ..;+;1`_'+Tp' \+\\\\1 Uj ^] V ARROVED CODK.RF91LAilONAS Alm ` m DRT Y+'•!K �-^"` - _ _` ,6 1 \ : 61 y o` f� T• �Y PROPCJz�NB46BN6RATOR 1fENFIimRllig PANn6.LREOILIICN -c may\.,. _ 1 `1 I 31 ffi ti ',EE ARLN FOR ADDIn01NL . �"�' -s u Ex tNr 1\ e\, 1 I O N,r,. : �b •� INFORMATION -Ex ROaPvs:E.:E9✓i `y r-: a'y'o'f<atia:imsci.� \ -i1,!s6•deLN _ 1�0\IllzO\1 SL:I'.IWOnI-L'J [x.ELL.vi-^r'�l GeL_I, =1FR�.-�� � ,� 31a x&'i;; \ A I'x AJJDITIoIy«s sore ,I1 111IiS b Tri F. .Na-=l 34400 Ex_ELSC. �...`�-� �-m'','A' �V _`. �' a .c_L�' FYiDP.IFFeiLvtDr"tJi 4 _ �' �= xx my� E 65i1H$n. a r uRACE aP BCRos D 3 1 I 1 i 1 20„E r"" �-._ �= ExISm µlD,y,N _� 5 � ,. Iv25YY.FrC � jD.i3+wRGLn6aPT 1 1 rL3• � 8'36 ✓'! e erg I neap. m� LOCATION MAP: Uo 132=, J @,8.5' Cx61rG K00 PALL°-•� /+ '0' 6F:3a6' FKF 1� 1 PAno u FF:3YA:,:::':1 11'-y 1 1 1 LAIOINS NOT TO SCALE fGrH.C'PJ-'a-I'{:T E.•A.1 .-~ }i' l{/+ x ° , 11' II Rtl rtliU'u: .;:1 1LHEATM�e:Lftl .fl •44a..'.IE.vDSP1al r 66a [!• 10T O'CSi.F 1,c . 5 Rc.uN :'.:'c. 15a lE:_•16- E56M' G.F i LOT 45Qi , _ �. , L� , <<. ......, f051R IL •'� , z PROPOSED r:_c.r.== /LifaPos® "/ � / Lxvt•A°_'- war!6t9• \_ 11�-.:s NDrE. "'� r 3a.• 1 ¢Fw+P 1 1 I I f--I INNOVATIVE AND ALTERNATIVE ON-SITE Y� EROSION n A41RF. // / i� 'FOOF�OVHt PRONVE SLT FENCE BARRIER \o'=\,\F?._- I /oi\\NN S TEPBFE Fg%t`y w DNGE'TP,AA rIl Li•=,yS•E`•E i fY�'�S'"�wL`D E``\/\+\j\\ °I aPER/VIO115 Wr0 P"`An,.A,,�•EIcERrrs fIrr 1.5'`c•CEI $1EPSs WN 64Wl _' '§S=E'E O@ l'J"F:LA 4 j%''•'.:5 d`6 a_.SuA�1 FF2-F 5PwRD7OYptP,IOWn-WO SNFQ R IIp IIkII 1,1 1I I��3%I-OOT_I WASTE WAT ER TRE ATMENT SiTE PLAN mSi SITUAE AT, 698 ZONING DIS flZGT, R40 ADDITIONAL 6 TOM OF U FLOOD DDATUR MV0DL��/� 5 N/YAU PONT ROAD Glf NY 6 GRAVEL PARKG SFFO COUNTY,NEW YOKbu AND MANBIVERM AREA SCTM No.,1000-III-I3-IIR llErr ` . RAISED g: ro'B N s` � F✓GraE BnRY PATM.R. -`x '� \ (o PROSED - xiA'?I=•� - �'� / 1_ X R l AFPLILANi/OWER, JAfE hEdMdl PATIO I I I I I 1 \" •::::.%/ 6NA t® -' IFS y� ADDmoN +n2 r3TT5a,j 1 1 GD g TX _„rNh voD`F �� �(,�Ynaei .a FR•3Tv. '.of III I I m ItvmAu. SITE DATA: PROPIOSED 3 c?,\ .••..�:.. piB�'•` '�=� .. \ I 6A32'AFf.(019T PGJ�.I tJ I I i I TOTAL LOT AREA 52,413 SOFT 0,032 AO TO TIE LII✓E5 ♦•7q �� EROSION LONIROL 6EA5URE �- l \L _ - i FRov¢E A 57PH u fo 4�\'.::i:.... ���(;.�� -�- p (=ar. aB3v 30 1 I iB OF a FF�Ism u SOFT. . AREA SEAWAPoJ OF TO.E UFF, IS.11l SG Ff.(03601 k)TO TIE LINE crosllamTTa+ertRAlee \ \ ,,:,._ "� Pam/ vt�D .• 111 1, INSTALL FEG DETAIL,SEE D1C.5PS \ i i__�(r0 Zl k �'RSo Fm DECK .•t " (o36at AW (DUI DA EIL LAND. 36,A 5OF7.(0 r BL AL) f'YS"6,N.(I(t i/]Y.S.FIi \ �' 'x `� P - �0J3B36J>3• (BOI[DAJ3LE I1JID=lDr AREA-ARFJ\ of 6 / OOT SaFrJ J I I I I I f EXISTING--HL Nm METLAN7 AREA 6.432 SOFT o1471 ALG�TIE LIE To KW 300 2?2'k980 1811 �• /`��+ s y' A!x j I n"` roEL Mwm ALoMs STORM DRAINAGE LEPC.HING 5Y5. • _�y,�p,. + a r¢�( x2BJ x�x� Fn NOW LD.LP.(SEE WS SM FOR r f/�/l"'" '/ +� TES %� .•{ � � lW Q9' FA.LgIF.PO EX 01,ELLINS : A2Fq. U STORM DRAINAGE CAL6.Alm \ / ¢��/ + J � y 1 FROP K�x�'.�x�s�x' TDP OF BLLFFI I 1 I I eM E9' EX Oh:LLIN6 1,407 SOFT 0 STRUCTURE OETAa Amp RCOrNT5J @'j+ 4 g� 3 µn•-f4,oH 15 _'.T I I ' 436 SOFT. Ip . / TM 93 I EX REAR R/O PORCH i� PROPOSED P 13D ie 'F�+\� m °p 4 x IIXt \ e Ti I I I 1 EX FRONT ENTRY PATIO '192 SOFT. tF• III I I OQnW EX 6P.RASE 37950FT. W ry ex•.ynayJ ra.•-,. �', F3zaslaN COHfROL MEA9RE. +�/pF'+ STr �r 36 l 1 15 38� I / ['c '*+ } 79• �.`.`.� E%OIITIOOOR 5FYJ1•ER Da SOFT r we n rnwab m.a, Lor 133 PROVDE R1nN IJ.Er wDIGGnOn R9 + ! ... / PRoyoSED ' . 1 v m mu,a�x.l.,aoo-i a.n,nl..N x/ h STORM DRAINAGE IFALNIN6 SY5. / L. 1 1 M ' DL�K p6.24r T, LOT LOVH2PGE. 2p4050FT. Q•f . f a KIM•IOW-ILR-052 R6TNL PER DETAfl,5EE R965P4 �x • •f a IR ua eerme� / 1 B'4d9'LD.LP.ME DFlS$PI FOR STORM Nwlpmncvaay,l Die GYFlLC15 UO 26 J ORAMASe CAMAND STRM1CTURE DEFAIL /_- - E 1� K P/O EX DIdb TO BE f2B•10VED �o SOFT. W O R&I WAT[R +�+ 76 ' TPA` L FROP.IANDzm e6LW PDDITIONS 1044°„ewS.Sa N,., NO 5 wiFIN PPOPOSim INDf326R1m A`m RFllAfir]BfI51 /t\• \ I E%. X \ .9 Pr-' TEIGNEORIW 00C PROF'.ADDInON B@EA7H Ex POROM ROOF O SOFT. 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FWVAIE I`7KN-LS m0'HNP9M 6MAiE FLOR MIEN 6RFL. PPLP.G]NT01R i ADDTIONS PATIO A N NL11/NL SFLTY.NSI EIIEBIm•OI tEmamC4PNOSA7®NAVYEW ENSITTDUTY FME RETNNrNS STORGET= HMFTH v �� u'iLw It I \'f'� 1 / �j�v / 35M SF.VOlblxl0•m991M4OA Q 3•MN •.1 6666 i 3'Mx ASEP t!`Erlx REA- RtLTERMI3EBDIFJFFAvrLIFrcFBE RBst04AEErAJuryLLAiGRNDJ•]ala FASIFGIIRB'(iWE `-' FJYF.'R'/TFJEV,®D 32 �0 \��LOT47 � / / STORAGE B���5�a�. � PAGE: - A6®LfMmRfAA FDR ONIHtGCNELTKr10F aJ"'.-mIDRY Ti4o'Na,•, I tWTl3i lFAPJOLS FOOLS Azii IL S�ARATv.H amrue£5 foa ziadt 6'HP14IH2 I IBE b'SLR 33 TOIM AS TWMFTl TN TO DRANAfi,vJu.FYHiwS cndvnvcc, S:ra •8EGT 6RNUJR 50R WAMAEE SYSfEt AS SFH91.R,G9 AT N4TL3• ,111g5AATER/15MAJNm.S'M@I Prom ST"GRAMME SIRIONrSS: :XM n.I:.r52 ��- I \`TI-6>O}ILL FOR FERJROZ( V6'PHtFWTNI'LNDRFLnaJ CF O I TES\6p0(� PARTIAL SITE PLAN-DEMO �oi'05ED ADDITIONAL PERVIa6 c:AVa DR1VEPARL-ING P/�A. z ��� LEACWNSKkTEU BKXFlNmMP[LEPfA91E I UCBYFLUm OFLIIYSsm'MU/FIH STCRNMAIER LEALNWi PGq. 'SDI y6�' ` 1J125F.x OJ6lx la•190.lI WFt LL IEKe11151G11EtlI1 L`.g NOTE rs) I Nm BOTTOM L,- LM.GYNG NOLS wD,nCE BOOT [ 1 5 TES STORAGE VOtLYE REOU11ED.IQ LUFT. (Sg NOTE rs) CONFtII:N TO DGNEPOUT. VLRn N STaNtAM,MTA ttFOR<rymt WONG.FM-ERRGOTnSQT '+ ` {.�f- vIy GROITm W`l� ANFE FU�Sr�GF:LAi DN(N•$RD Na4Sl aRNNAbE INK i _ \ +� 0561-8'6v6'LldM IEAN-FULL K B.IN5TAILv OF,OFE•XFL DGM D-a3x1 HA167S E LINES•IB•Ml1MM oR%COIER f0 FFADE - STORAGE VOLUME wOJID®•2}3 GIFT U, STORMWATER LEACHING POOL TYP DTL GhA ER-T6IT AJV En`G rE6 fASM SANTARY NG ELM1S=IB'wNMM GOLD COhR TO GRATE pE / TL CCNTApdgR VOLUME REGNR(9:160 aH. =p c?32/ GOLD LOIZR SBO4 GRACE PD / 30 15 0 °A 60 40 T.CONTAJMflff VaIIME w Om,BN wn. ,x Nor TO SCALE D GA•.i(E-EPEOSILAnOl1(AsT. F.TO 6RAPH6 SCALE 1'=30,-0 SEE ST"WATER LEADHNS POM MAIL THIS pFG of 4 MEW BY RFMC�/Al SANITARY SITE PLAN LEGEND: ALL -,1-R�116 BY A L� II c �m -m THE 'S"TRECTO'B') 5--sys� EXISTING CONDITIONSg.RLufts. 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R40 SITUATE AT, 5z��a NrIF L 605 NASSAU POINT ROAD CUrCHOGOE_Mr FLOW ZONE,W a, PATH HAVOW SANITARY FX15 WNTOURS I Tom OF Scum" LEArWNS STR[ZnIRE5(RESIDERVAL), SUFFOLK COUNTY,NEW YORK 5EE FROP056)Sim • %TM NO.,1000-111-13-11 A.VOLANS W IaJ-AR•[a AIDI'M 71'38 SP2 S; 96.2 ................... APPLICANTIOVINEI JANENEILARD CA.14ZAW,ETC.-5� mox. D.NATERL .lv� �UVLIIYI�FZWRIMENT5 E WACE MTBt IIIETLA1,051•Wn F.PUBLIC, 200'­0' SITE DATA: TOTAL LOT AREA 52AI3 SOFT.0 D32 AQ TO TIE LINES H.RET.HALL&MIRCM-101-0' ROPD AREA SEAWARD OF TD.ELEFF. 15,111 SOFT.(0'6M AQ TO TIE LINE a IMS-1�-W lC IV.bYLIrmo-V� ML12ABLE LAND 36.102 SOFT.(0.6426 AC) L ROAD 5TORM DRAM OR MOLDABLE LOT AREA-AREA SEAKARD CP BLUM FROPMED I AN9 2 STYADOITIONS TO EASTINS 11/2 STY ERME IMELLINS, RECNAR6l!BA5M-20'­0* FIETILAND AREA 6.432 SOFT.(OJ417 AC)TIE LUC TO HIM DOSTINS 5 SEPRH MODIFICATIO16 TO EX PH-Sn PROPOSED,6 BEDROOM�TE S�DRAM OR SEMOVIFIED •5CPT .-HIM REAR ADDITION FTPRNT.M,044 50.pr. FEC.IREE -la-0 7 TFOCOTPRW.4.4M NEW OFFER DORMB, catzi BASK,mcrgIla; E45TW LVL'SO' IL PROP.FT FEINT:tZ451 SOFT. Nplemy 0.EANLEA01NGF0OL5=V-O' -po LOT 47 APD1`nON TO he Fl,60 SU7. TrAw.5 EAST P. Lot REFWA_FROM Ist FL.60 50". (BASEMENT BELCH ADDITION) 6 TOP 05%SLOPE OR ORENTERI-2v� R.Buff 6y- C�KLLeEFLA=HMW�PPLPOSM��S�nIRE5 Lae ry 5.5EFMTAW,�5T&6REA5EUW SANITARY SYSTEM. T. E)o5l"NS SANTARf SY5TEK SPIALL BE ABANDONED BY REMOVN_ U.94K4m POOL-20'V C OECK RAIP ­1 ­ tT 500 I 12 STORY I"T FA5nNG Y 14 U3j:< NEW I STY FIR 6ARA6E 's LL TO REMAIN DkELLIN6 60 ARCH FOR APPITCf& r -- INFORMATION MEL06-KOKPIRIC) (TO BE MODIFIED. PROF.OFFER Sly Lotu EnKINS r� (1EE FINAL MAP 6F-32b' "s PORKER APPMOK PIP I 4W W-Fr. REVIEWED BY ZBA WUNNEWETA RD. PATIO TO REMAIN PROP LIPPER LVL DECK EL:-CzI el IN M,Ew�_L _ALE OF EX ROOFED SEE DECISION ft-141q v w d) PAP OVER PORCH,110 SaFT DATED %1 /1') jgm)-o X50 PROP.[at FL ADDITION BENEATH EX FM PC1XK 60 231' WYE. SEE DEI'D RAN FOR EX ROWALSa. I/A OWTS UNIT SIZING: _j FELL V LLI 2 _34- 56DRE,V�1011�EXARONISCAL at=,ly7ANOARD5 FOR APPROVAL OF kv t- a- wv PROP CCWTQ�TCINFOR 55tk6E PISPOSAJ.SY&TIM FOR 5041.15­17�r RE� PART F451W OATEN DECEMBER A 2OR 2 STY FR ADDIT10N 41 FF=31D'2(1 601-T. 5 1015a MA 5 6 BEW�171�01M 8_21J. ­6NA.E =1 K]HUM TAN<C-ACITf.160 6ALLOB ADDITIONAL I/A OWTS UNIT LOAD CALCULAMN: 0 PERVIOUS6RAVEL PROPOSED, PROPOSED S­ARY 6,60 h B-26,15' 05' D_dyay aeret w') PARICIRS,AND RAISED PATIO RF OvR 9-n SCuFr. a.211. 40 M�AREA PORCH PROPOSED CA USE 0)HYDpo ACTION WASTE RATER TREATMENT PLANT Lora I AREX U42 I 5TY FIR ADDITI -32 LEE HOOK.M.AMOO,6RW MIEN Fi 09 FF-MZ1.837 TOTAL TREA11181'CARACHY.660 670 TONES. 10 TOTAL VVF)a*CAPACAM I"6M ZN FLOK PARSEE,50 660 d)FO ELICU.-fl& SEE ALOFT FOR gFC1MVCH, MAINTAIN R5l UrAlkIrc"VIETAMM-1 sm TEST MOLE EFFREY T.BUTLER,P.E. 'K, HOOD PECK, FB�MCI�1-2020 (gD SANUARY LEACHING POOL SIZING: _c( ARE& SOFT. 1 4"SAN PIPE W B--mm FERSODJILS MMSMOFEMZaHMALW&nYSTMVAFDSFMA-PPOVALOFnN ELIOJ' 010. ;3 AND FOR 16�015�k 5YIYE7 FIR 111�- AHLY�ICEHCES ETU AUTO-VERMP(AIR TIED MI2025EP INTO AP ME%VWENT VATEP,PECEMEER 2q,2017 0 PROPOSED 6 BEDROOM SANITARY SYS: RTmet; AC WTINIENCEDTO �j RECUREMENT PER TABLE 4 -7 PROPOSED AEROBIC TREATMERF PLANT 'ET-55Q11_ I—, -34.4�' MOL LEACA�SYS.Ft7Z A 6 EEDROOH RES,FRO-ECT m AjtD1� t ettla"LSACHlNl5 SYSTEM(�SO H Sl�AREA) Ld TREATMENT 21 MIN 111,EXPA�It'!i(IGO SIT",108HAU.AREA) E.F �jANTTARY LEACHING POOL DESIGN: 0 PLANT,[MY WXWE5. P. m ON---,E SEE DETAILS ON"SPEI 2Dff CALCULATION BASED ON EXPANDED ISOW SYSTEM REWRS-0415. Tr SYSTEM C."111----- LOT 46 • MODa AN100, 2 600 SOFT I SaFENIERT FT-24,0 VERT rr REOV t t6RAVI CNTRL 24,0 VERT LEACHING AREA/25D Of WNYA Cify OE516NFLOI 65116PI2 20 AMP MAIN SERV.FROM FT 13-&V LEACHINS FOOLS-120 VERY PT/POOL PEQV 8 LO.%riWp CNTRL CENTER)K ALARM 05VXN#AUBLE 6 TH ')<Q_L OPS(OP/ MAIN PANEL IN HOUSE Yom LM ALARM aXATEP REMOTELY AS SHOW COT 47 0 11 800-212-44801611 FIR Fi Z021-6 EFF.OEM I EACHDZ FOOLS 2•UIDSB Ca BILEC CNO FROM DPL6 TO REMOTE COnrZIL PHIL MISLLEA HS AREA RECyP'2 WO SOFT.OF OEX ALL I-FACI-MAREA 2 LP 23 r dig., 2*U16 ELM CND FROM AL TO OFE5 ",{01' \ (1­% 19 ��AND BLOWER, SIDE WALL 2*II/6 C'm sr- <LU EFLIfir �01 ly x2b. t, Uor other states) _/ . OLOem MORCM)Av ow-a'.ON INSTALL AN ADDITCHAPP.OL- M I(ONVENIENCE REC45PTAUE NEARBY C47ML PHIL ON"SP3. 0)Wo x Off E�.C0`Ttt LEACHM POOL LU FO&D I.EArHIN9 HELD working in.tha r-b TO BE PrtONC® I ­gh­fN-Y.,k �12 KII,LEAOM AREA REZD-600 WPT OF 5.54ALL L�ARE& T­ N CnY11dN1 a1wdSee<CowU,,sm (2,18'41.120'EFF.OF LEACHING POOLS AND EiEE 14-MM PANEL REOM450 NCTE66 SEE tPOR EwSIDE FELL ARSCN-WO Sr Loni : LOCATION FOR 50%E)FANSM SHOMRIT 5ffDRNatG5P3 i 1.800-272"30,,8l1.,ll­48hours MAINTAIN SEPARATION DISTANCESFOR SAwIMr 0 ­h.nI0_mnd1y. MAINTAIN 5%6RAPE OVR 20'AROW SA STS. ECDHS REP.No.,R-2043(A jaebbln.�. " (3 Prior dudmg eake,ds and legal no(Idays) • SEE DETAILS ON DW,5P3 26 PROPOSEDTn W baginning my­�lzed digging MMKIM 20,OFFSET ­­V..-k to INSTALL ADDITIONAL COMPONENTSn has an, ,*ad.Erm-o­d 1-4'�PFR&ZASTDISTPJWrIONSOX(5MMON FROM SRN.STS VARIE1, PARTIAL SANTARY SITE PLAN 0 EL r_ d) SPEI) 01"A.LOKa8LE GRADE DROP IS V Id"c"also sub,nalocate BOLA LEVELING DEVICES(TYPICAL) NW-2aCF6EPTIC5YSJ c Mqla ­bn...­qhITICffyo.d.n.. PROPOSED Q Y 5TOR11 ORAINACE I FAC.RK6 POOL 1:4 z '04'LD.I-P.ISM�EPI r`OR St� 10 20 I-SCO-524-7603 In,more InInnn,do, SEPARATION DISTANCE REOWS,MR SID 0 CtOkItIAZE CA'�AND STRr-IttRE DETAIL 10 5 0 Fm,afnlym­a.b,nn­ra­ SANITARY SEPTIC TAKS� FLMP STA OR MANHOLE flgalpffmAU 26 6RAPKIC SCALE -gly encouraged to ..a well',he. L ROAD STOW VRAM-20`d NOV 18 202� PAGE: planning any type of diggmq on&,I, A.BULDD*W CELLAR 5 W� K ON-51TE STOW DRKIS-101-V ;apaqrn.Hoe—an-- � ­0 1 .1 B.BULO ON VLA.= ' K CAT�BASM -0 OUN-LEACHRW-5' " d1­Uy W I-13DO-2724480,,by ulling C. PORCHES,PVA*WOES OVERWYFf. 0.5AMTAR1rLEA0WPQCI.-6'-W n ...1.11 bafnnap,dig CARTLE"ERS,Ex-V-a P.-EPTIC rme,almo STA M HX-V�O' Vella Z0"I1,B1,,dOlA,,c1I, numbs.Fee_Von vrork leted an HATER LINES-W4 a FROFERTY LINES•3?-0* 76 TER 4"`�)-w� R.�FCOC-=� . . personal mp,q.,T i,Inc e. F.MELOPIlLML-2tW-O' S.TM OF BWRQW OR 5TEEP ELOPE ­m.1.My4N Tth,h­­ft-m 6.FRnATE 1,Q-L.WOO' cwl,l UN �,,I M ELOPE M 6REAMRj W� SP2 K RUX�KaU.AiMPWO 17� T.ELLIFF-65--0' Hating"free Ine,­*a,J o charge J.W6 FUEL TANKS-U-O' V.DECrJRAM-V - "v­ U/S ORATES-SW SCONS APPROVAL AREA: of 4 N PROVIDE 20 AY'BREAKER N RFP/CO`PRE`f_ER PQvERR GRGIR ^ YAN 5LFLIRYAL PANEL IN -__ _ NOTES. c • PRoPO5ED EULCt6 FOR 6--bo-�l� D,�C 7°� _--- Frta5.ED GRADE AYM/1L FIRE> iM 06175 TTWAL qt SOUL HHNR6LFRCmOE . 11 .%.B PROF05S,VA ONT5 M , Hw RFII1l1®IO E£'ET AT FauSWO RUDE �A LI U ' �o �L`-�I.Pf+Ar f1x4 RAnNY. `'? _ `I! CONCRETE S� z16E FdDC1P r1'PE IEYEIMS �,w CTY,NAWIEM BFILT-0PGOF �3 PA4 �iL7 I; R I I i � � FMF#D! [A'Bt(fN'PEBL IIBx[�02 TA34RC�ID FIIM11 o g -\ J MOTOR ^J x x�cex w o ryry CSRb LNP rV COIVRETE I \!v� I RP RFLIRL f�'�7 R CN4NC-T 1. LE r l.N ALE REWRSD IF/'/\ R;EN EXCEEDS \� K'�C83MN4'DIA ''( 1FfT I SNEAPPROVED �Rw RATB,S, �^ 1 '� I PIPE RTCH FD 3/4W•16Y 6D FLA 4 ,\jv Ye PER 1,-0•C84 $ y .N ( \/\ I .xEnsx r -LJ CQ� COO.RATOYfi � �I`r''�1' :� O• I ___ I COLVRR I\Y/.� I Wi` .Ye'/LM TUTOR V4FP•I15V 5.4 F1A I I "^ n � y/ b•-- rc \� ALL ClETS RFFS'Fi s ". S ltSmuL. I `•Fu 54EINVHtf BEVATCN. - V(f1i'o 6rLv I aFF6 NOTE ALL TUTORSM MT HAVE �l rss wS�'- "'• " 1 �[�' ��/ ` \` L •q, R INTERNAL OVERLOAD PFOTELNM O 44 BW U-0I RED/M M y TYP.PRE-CAST DISTRIBUTION BOX ,F,a,R FF II i I ,��`-'" I �'//J WOTrOSCAE Et S li S� xw,CgER3s• wAarU.0.i I T EW I LRl-02 PIW;AxI �� ; �d+W4DE � vEN6�5*S 1 b '� Tnn An I c'>'Ta R `N A r".•` -I_�"T ``"� I m I YMN to MFL,xCR �TOBRAECOVER /uFTBt![MM1fE. •)A9Vic5ND REYARL RUINNO LT -- '�//. D'-0' _ E!U PLW TO ER0.0E n+FIfAU 0P'i6N3Bi I m LRI-w TF1AN LB HIT Off'- "O ��-'• SROUNORECORDED PROPOSED ' 1HMM 6 - - COLLAR DEPTH 6,"NT Fug H'FRAME DETAIL oy " _ � �6BE SA w $ romeiox vA owseaRROL PAa MaeRvw �z� -sErELZ FIPE Srr3E: LR14N - � � �S 9 g 3D•E3B0.1 ERAa : , 1 t411 RED I6 PLL Ow \\\ \, - - _ - 'C 3 E IS 5W A"I PIKK �- sI m IiFAN(%fr /\\ \ /Q/\\/\\ I / ! \ ELEVATION - - \/ \ Ni /\\/�\\��\1••I I� /l s e w.fw NEwxOM-=91a+FA1tRDEDYrS® RRO,u EZr aR6 BRu TO lrceco-ALTwrL epnROL Pua PRPAOSR 9• � LFAOxutz roDL rce6iracnox eRrtER1A• � � FIVE L FCR ARFIS LPINOI AEEAVq T1E DESIGN 4.ACCESS OPErO�MTH A MRL IAA OF 20- 60-KM ml •:L'J. :,•j RHA 170 Vat,It SERVILE TO Ilrpxo-AcnaN wom,he SBN. - of TIE LFAC-9 POOL SHALL BE BASED WON A SHALL M PROVIDED FOR EACH POOL. a sw TEST CO IROL PANEL BT-"-3T� I 1'A)ULN LF/uNNG RATE OF 13 SALLOW,OF 5.ALL COVERS.HEN NOT REOARED TO BE b ro,ro NPPVY ur0 BFmikR'4 I SBVAEEFb2DAYFER SF.OF51BENALL AREA BRG,6NT TO 6RADE.SHALL BE M PRECAST PE P'OVmFDINN1ERIRL OF�• Via 2 LFACHN6 POOLS ARE W BE CON°TRWTED OF REIISORL®ta1Ci'STE(CREaLVJ.CW6V FO WDYf TRAP° �PROVDED O ALYRM PRECAST REINFORCED CONCRETE(CR EGM P 3•m ARE NOT PBdATTED LIGHT NTAERATOR NYV O-ALIION U�RVIC I PBt WC 2C6.PlXJL4 RED BIX YNi AERATOR VA CMS MAN BAtOP, `.,NICE LEFL1111a SRdILSSHASAID WIQS1/OF b-IN b.ALL,BE IRONCOVERSSHALLDE5ET-P FFi CONTROL PANEL REQUIREMENTS: EL::TRVSL cWCUR BRFAY.� LL-i6x 3-LEecNINO xas srwLL BE A HNIMH oP D'IN GRACE,BE tDCKI RMATERn L%uSELr-PRaIF LOTS: I \ E{� (o1nRa PA`a PANEL GIiSDE Dwffrei PPD APFTiOVID FOR SEHAGE USE. LFLR CLFAIORISILICBEA TR,YFLHEAS. �J O I.PECiTALH PANS.BO.MSTff FAKED IT 500ONA IRLCNE D'.•Im FRO.ME HIIX 1RA FIO6r/EtDY FRNENa COV13L PFLEsrALNmwvIENLF THE srSiD+rwalr�Rvrs.cxlRLCImR � TYPICAL SANfi'ARYLEACHING POOL(I.P) zruLvsEHrnDnDx6FrcieELasrrMFsrae a d) MD WAHt'IW.L IYAINTED 35'ABV F"W GRIDS M OR LYII I r:N YE .r1 RL Cfilf HOT TO SCALE ABOVE MPLL52a FRSWARD,HBC#CVE215 MHER.SEER W N FRAME Ixrna ox Dx sP2 �Bsm�roaEcrac�iL wExcawrsxwL ERODOero�RDD a �m x.E41WOR PANG PEON 4.SAT ,IUIb7 FIK.BEIR BLAB.ES H AM'MM o-r 21 TOES E&DI6Wa 11E 5i51@L TO PE 502NCED AT ANY ANr N£flfMAnIK 11E IEID �n YP 2NL9EGTafi�LwRC is t£P6FWmP _ �/ TO ALLEi`HEM aF TIE BLLDPS. 3 LI RL PFdR N.lLLDNCEKNxL. - �A/ � 3.TNECOLUR MFiT HAVE AIWOPWAIE S°AlS TO FIEVETNl6ASF5 LER I..Ty p AN,HO,TLTlE FROM REA EDIS THE cornea PANEL OR.L CD)H TAN u PLL vwr ELECTRICAL ONE-LINE DIAGRAM m J( 80lE5 SCNE.IOE a Iz 3 Q 4WHICH Y� EEEOAPFIBEAND FRGrIQL'•,INWaLi srR@1 mt� o TANJIP�L ItFlIr E-F W • HocllN'LLALTNATDALOfaEAtavIwALAuavTxArux3E X z W READ0.Y 5EB11 Ala IEA®Bf I/E CCLLPAVI50-r RE BIADN6 �vED. eLD DDNAxa $.Hl Of FRLFAWID"IMTTOG A PORTABLE fESRAATOORR TO TOO TEE THE r o TAN" r��r PANEL HTH - � �Q O SYSTEM LIRIS A POEM arA M E-�H & Fes,ELECTRICAL SCHEMATIC DIAGRAM NUV 182p O� r ON NOTES rT, FLOAT SHTCM W BE RATED 2 AYP AT UOV N:IaTM W N L N I N 11 CL N 1 2 1 4 5 6 4. YAM PANEL wSCORFLTM,T BE FRONDED B!PSTALIER �/ N) CASHED LIES,INIX ®ITEMS NOT CONTAIN IN THIS PA'6. ZOning BOdro OfAPPeals IIC+T I`I. ,� REWRED TOPO.E FOt IERMNAL BLCKK SIAtB-G IS B RF485. FIELD HRIMG MT US A MNPN1 CF 60•c COPP62 Wff. J ITaI / ENGN.EER. CONNECTION DIAGRAMS i VD PVC MAIMNNS%ERPDE IFARFBLCOVER YEIS6 LE`,THAN 60185A 5KGDARY TRNIPIFE VVw fDIxELT tO A YAgMM SR SHALL BE MAINTNtFD FOR A tAL1MRi OF 2PHORIZONTALLY SAFE7Y'LD OF DE\NCE SMALL EWEFROYUEDHLI,ESTAC,,70F FROM 1 E NEAREST EME OF TIE LFACHYZ FVa5 BEFORE TAPERN6 CFP pppr�rgygR STO �a` TO PREV@U 5EEPA65 OF THE LEkNATE TNRD"TFC--TOE OR EDGE OF .EFFREY T.EUT1.m PE / T NIIR FA USEHEAWU TD TEZT16 TFeL F1D, • P iQiT'f1NK Pp- THE SLOPE(EaAlES ro MAAFWI LROP OF Ir 0.9E 20'HORIZORALI 1 U ONTANR \1 14 COWS OF TO PROVIDE USE FFAW LT1K,HAT@xi16ND HEN RE.,m rD IP APT Ar F 4� W, 6RD 015 nEBcriRacF AD.E,rAeLE ua LaaN, TIERFnPIAsnc coaERs-LOWNG,NATERn6M, ♦i/ R+/NIpE COV35 14 RPO5 S OF RATEAELE 501E FOR THE CAST ROx FRME 1 COVER(CMpBHL °INSECT4'ROOF,RAT,S.a PROOF.BE APPROVED FOR 56NA6E 6RD a BLD6=EL.30.fY JO PRECAST REINFORCED CONCRETE WVHt FOR FOJINI 50 PROP05M LEAG4NG REPLA(AW,UNSUITABLEIIB2 cCR AFPRO.'m FOINJ USER HAVE wiRO1FLTI0N POOL WILLAR5. L .�,. 0 FRGPoSED 6RAZE OVER LP.b VANES Fp m GRADE F�5TING 6RADE OVEFL AN a EL 2bfA' / :•: D Oy -'\ s IH..2Df,/-1 WHt DB o fl.]b&T - �v' /,V 'fir RAIEPftE � ,',✓ / IL LINE r,v,,••�,, � /. �,i.,/,.,. v. � �/; ram.,v\rr. \\y V \Y\\�\�j�''� '!\j„ \' �•\� 5dL r`\t� ? 0=/i � O Q � /j`Yj�`�' // r r\r�'\ \i\f'� \•\y\ AY�,�Y��\)Y' ...�\� \ \ /!�\/�'xx:��i./�1. �✓?/i, ��.�,, 1.>v�gib\."`, fi\v€' \ �,i�i,//�.,`r• r ��j,'. �/ ;`i� W-1 m Y, � JLi2, �:.: r:1' '�'/Si,'�' r -'-=' .IEODB=a{/ �`• •r r/. Ji��i�Y'f\�Ji\ �"1'�,.. O ° �%✓.ii ri,Ai r.uu.,.`•`✓i./ \ 'y/\y/ \/\ TEL 2656'\ \:\Y`.\l/\`�\, m1 G =- W , D6TWBnIDN ri:Y.,,i --T� .., i /' C-1 B] rD.sA8 a2n•' i✓/`��� /` o to o • � Y BOX 4'0 5OR 35)T(1RT PIPE, r-1 B.26b'-i0�5L"vOL RE1BON>T;`' i/:i/../� \\% J- O • � AL DW.G TO Pf,42n LAN.PT. F- PW GRRL Pta W RPI20 LOMFRFf.CR ARa 111111 1�1�1 - Ba. LL 26e• o. r i AG A I IE a PL MIN.SLOPE-Y'/LR1 FT > I vkLE. (�Q i (L DLON82 TO BE INSTALLED RETaiH.Y POFER LINE Nor MSC.taBELTUN, I I WON-RATEABLE SOL I I I I I -/- ;..:_::;� =B-2665 o I e I I EL 7b.15' T,// pYpy._ - CL (5EE SITE RAN FOR PROP.LOLL TO BE MOOWW A5 FWJF x TO BRW CLAYEY SA>a 1 i I, I o II -AERAT['1N I 41n•L6.y=1054'_ 'v, EL 2Tb3' W(� Q_ RDDVE� fN.=EL 2631' I I I cHAbEm I T/I �.1 z 1, p ° Q LP Ba.oB•EL.ar obB'IMIN SLOPE \TIII/ 6 tc APS CONTROL ENTER AROGATIONOF `�'` DE POOL 0 III O5 PONIR01.CENTER A$5HXN ON T I I I' AND REMLSO W ��OP T I I I ICI 111�1 T I I I i I o.MV..EL,2636' p 4•m 5DR T vD, PIPE, II u N I P.T. NATNE z O I' SITE PLAN I I I RATEABLE SOIL B o. FROM IK TO DB. I: II II x4iNE SFt OR SP PER UEFRTP8LE509.W PdETi1FAlEdQ'!1' WwsnF®Pl U"T"E"D E-1 Q F-p FTxsca,srua.Fms FaR.xcD.AL CF`m I I I e B'l LNF1 M;1.511RE= n un _ /SM STAFDARp° T�`��SL"I PER ' TANR `'� y - I RAd6 AN)ccwTlRDnw roR�v6E a I A5M SrALOAFDS i 4.0 5DR 35 APLTLI PIPES FROM Yo/LM Fi n 5 II ° I SOIL 11 1 1 1 1 1 1 1 1 1 DCPoY15r51B6FOR5R,lE{AYLY I I v nu _ :!P!I1 .J,� 1'1'1JJ'1'�i DB TO LEALHINS POOLS BDB'Ls SLOPE °IDI•.T we VDNT LINE ERE E MY BD SL'�00. J Ralo6ce o-2o-xon y Y\v \, \�J 0.09'MN SLOPE INi0&DG vEM STACKI N - f'\/�\,"'.\yS "'� -------- _ i\/\/\✓i j.tl'%\ bDB LAN.FT.hIDFLf LASE) �'i/ \y SELnbN S-105A.4. \ y \Y YJ __ �" r �a CO1M>>i; ?i`�i�Tr�';i BDa,LLe..41 wr ODTIFUN ELOPE ° " Q I INSCALLATIDN r�^"--- ,\;.}O'RAIFAlRE'\� HEN U,TNx.PU{F/CLaG 31TQGTIFS ; \ \�. `G \ N J p n dI -1' VIBxTABiE 50a5'JWL$RETIOVED /' O •I// Y,\\, '�\�' / BD.CHAMBER a EL 2L45' BD.P.T.o EL 21.4� W N LL p ILl FF I /- �YN� Ara R@LK.ED wTx sNa Aro Y ,\'T i l REQUIREMENTS: F y\yyvJ 6RAVa,ACCH?ABLE To nE .`J.:fJ\ � Q N O l T J'/i. HYDROAC'T'M AN60 z L TIE TALLE TNK S%EI. II 11 A.C. II N v�\� \ \. DC�ARREw.A TIFit£fODT LOLLAR , \.\ v� / /r T i\/i PMEWNG IAOHI Ixro A NNu4M� //�i•!�'�y SCAtFi REF.tb,R-7D-P,G9 �Dru�TIR6ATMLIYH VI i n A:1it.LcON 11 0. ."'`\'r�~jam`. ,.(,`✓G SBCfOOT5TRATA OF A=PTADLE /�IaTlvE sca \ ADVAPICED'I7RWAT1Y�R1T QJkflF a' O CEIRFJf2FR i Y\, 5Ma AND GRAVEL �Y\`l-Yi'E Y'LR`Ji<: Z FIA'@u+rOLf3tA•r�N I! III n //1!/ •!,. ,�/�(%' \io eE RED Y% ..wemeepam° C) uJ II II II v'/Y%`\\/%� :%}POST ExLAVANCN>/ ~ QURIER(NLxI OIA OE TD'T. li II 11 II m �`J'l�� \/VV�/`• ________- _ �1•`/`Y/`l\>\Ji`7\\Y`I 61.�F.VW /ro,oq •aR P+ O Q OF PROPERLY TNLRfID PREI T"Ja ji TIN B •�%% :�/'/<=' %: \II'\/ '/ PROPOSED SANITARY RISER DIAGRAM b��Ne� ° OF COMPArED5AD FASEC II '111 I y. 600-212-44601 Bll \S Axa FROH ROCKS)OR I; In 'I /�!%<",�/-•{��<,� .<• \\\\-��lt-� INNOVATIVE/ALTERNATIVE ON-SITE WASTE\VATER TREATMENT SYS. R�RROM RCCR51� II II II II J �j�yit ,Yi; Vi.�; F.AERAva. n Ilu l�jYy�\;�\��1> .. �.i'Y/iG?� GRAVITY SYSTEM erlwa..-.+aww.cla,.•A,ae SLLLE,nCHE a°scan.m°mnreAObF e"®-a=U�dco uw° M.m PAGE: ` l - _� � ..r\,,:s�Q`jy. � .�,✓�J:�iJii\�%�e�mutii� ::��n'!%G.'!?'\>i�`/`... I uaDa��Fao>xu:ue>en.mem r•.m,m..e� m.a .\.,�. -5,„•�,v,�,,.-r?>yA'�i'O• O\VNFJL CARE OF SAN.SYS: AA my "'���a'B FReFl.eo SD' I 55, -I yl o...,?i,/� /✓/:�%l✓ /�j� �/ y;n •FORMf�RIZE ONESELF MiN THE MAN.FAL711RE5 REGOMMEt�ATIONS FOR GlvQ7F OF (°gym e.0�. m�.me�mee M ' °A°I ro..Ia�•..Fw SP3 ,, l',�i• -,� SANITARY COMPoTURE SITE HYDRO-ACTION WASTE WATER TREATMENT PLANT ~''' PRIOR TO ANY FUTURE SI E WORK Al EYLT CONSTRUOTION FELCM6 W BEYOFID ^ ` a N N Buwa.�A, NO OlO N;1E3 F1.IDl P6t 1E5T ICl£ .-:-/ :� :;< t.��: le.N4lw Ec m,onunY vaNC. Pm,uc4lH9e6e.°Im✓T. THE PERIMETER OF THE WA51E WATER TREArt Fxr 4rur TO PRorecr THE cor�Rrs MODEL No.AN600(GRAV7TY SYSTEM;;;. /v� m+ om..rsm,a.•...m„°s.,. SCALES NONE � .MGEST By'PELry N1T6R A nn�,:. V(311L11LAR DAMAGE. of 4 50•MR MVEN HRE FENCE(MIN. 5TMB01.: EE rHIE EXISTING 14 U2 GAUGE W MAX.b'MESH SPALIN6) FO INTABLE 13:RM(OP TONAU 3 �PAVr - 10 R 36'MIN. 'PIA)L c.ro G. LENGTH FENCE POSTS �DRIVEN MIN.Ib'INTO 6RCUN7. 4 EXI�Snaro� ECLAIR 'b L � �y o MN UiBi so,MIN. a.1.-) E 15TPL6 YYz I�If_.J L I =16'MIN. FILTER g a 12MRL EX15TM5 r, F'ERSPELTNE VIEM z PAVEMENT CONSnWION:PECAFIGAnONS V V V +•y ' o L HNHI HIM PENCE TO M FASTENED SECURELY TO FBYE POSTS NUN RARE TIES H7,EN MIRE PENCE MIN 1415 36'1RH FENCE POST ®Q CR STARES.POSfS SNAU.[E 51Ea ETRE2 GAUGE W/MAK b'MEG" F pi r OR V TYPE OR HA®HOOD. > f Sii3✓TON 51'+FL[9C TIONS - 2.fiL1ER ODIN TO 55 TO BE FASTEi® SPACING)WA FILTER CLOTH g Y.fLFELY TO YM/EI WIRE iT3iCE H1H r� p I.STOVE SIZE-tW T STM OR FEUAM OR AECTCLED CONCRETEMWALET. EPADD EVH3TY W AT TOP AND KO SECTIM p ryg. 2. ,uNEiTH-ROr LESSTHW5OFffTd=EPTON A5Dl5LEFe5CerELOTHEREA30FODTMMKMLfNSlHWWAFR.YL PENCE SIHLL BE MOVHT VRf�O VJ 6A.6E,6' FLOW ;_ IINDIS �M1 R i TMO2E55-Imr LESS THAN Sbt(61 MOSS MIA3 M MESH OPE1M5. 4 4.WIDTH-niELW 021 FOOT tO-K ELIT NOT 1E THAN THE RL WIN AT POMIS HE3�RL�Y OR Ff3LYs LY4NEtfi 3•Id@ITHD SECTGSWPLTFR 40M AD1TN �- EROtw 6G Sd NFNtt-rAR fl0 FOOT E'S1KSlE EHTRNTLE ro SHE EACH OTHER THEY 9KL BE aARA PPW Or 5.FILTER CLOIII-HLL Be RACED OVER TIE EITE ATEA PRIOR TO FLACINB W SIM SIX MO!ES AND FOLDED.RLTER EOM COMPACTED SOIL 6.SWFPA EHATER-ALL St ACE MIERFLOR OR DNINNED TO—D CON{ TR3CTTON FNIRINTF551Vil tE RFID SH LIEBhHt EETHt A MRAFI IODA P AGP6b TIE ENTRANCE IF PIRNB 6 RPRACTILAL.A MOUNTABLE Bade HIM SJ 9LOPES NEW.BE PEWTIED. STAt3L6ttA MINOR OR A�Eb.7D T91AL EMBED FILTER CLOTH j T.MAINTBiAKE-TIE ENTRANCE EM LEE MATMARW IN A COOTTION YHrA WILL PRANT IRPDRM6 OR FLO6N6 OF SEDmBR 4.FTEFA GATED LNT5%LAL BE EFOFATL A MIN.OF WIN 6RQRA. 4• F ONTO P5UJC MGRS,F ,AL657"TT SPUE).DPQF®.HVI<'D OR IRACTEO ONTO B.HIC RT6NT5-OFHAY MGT W ENAFDfEI.'.E,OR APPROrW rLLTVA181T. RE1PhD R4®IATELY. S.HAIRIBWY.E OHLL BE PERFORM A5 O.HEN HA9EI15IS FaSoN ED,IT SRALL BE DOE ON A AREA STABRIZED HTH 57. AND W W ORZNLG INTO AN APPROVED NEB AND MATERIAL RE(2viD HEN SEDR9R TRATPEG DEVICE T31Ib13'OEVEDP IN HE SILT FENCE BELTLON NFW R.PBWM M3TyTM HAD NEEDED MAINTE Wa YIATL BE PROVIDED AFTER FAN Ua DEPARTMENT OF AGRICULTURE STABILIZED U5.DEPARTMENT OF AMOILNRE rwTUzw REsaxxcrscareRVATIONSB CE CONSTRUCTION HAT�+-REBa.IROE5 45ERvanonSazvcE SILT FLY!YO STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 184 YORK STATE DEPARTMENT OF ENVIROIUON G"CON-E92VATON FENCE 1H4 YORK STATE 501E 6 WATBt CONSERVATION LOTPEIIiF ENTRANCE WK YORK STATE 501E E HATBt LONSENATON LOMA9TTEE 2'X4'WOOD FRAME STAKE FINISHED GRADE t" FABRIC COMPACT FILL +� DROP INLET . III—C�II Da MM MIN ELECTRICAL SERVICE ATM GATE � III CABLE N w Du r. GTl r TD.C01AIR 'l:rY� ' 200 AMIR(2'CONWir,MIN), T`w- - N A BRAID FABRIC 320 AM W COHORT,MIN) _ (-`- T; PROPOSED GAS SERV. (4'AI'P COIML MIN) • ELEV OF SOT.OF LW HLL BE ti "� I I !1 pp� „•j Q DETERMINED BY BY SIZE OF SERVICE U LOMA9MUTON I I I I I/ �''•I V'}' Tlutt PROVIDER SUPFLES (r/6 TEL) �—GATEER EXCESS U Q AT CORNERS rL UTILITY TRENCH DETAIL I I I I I_ X WZ NOT TO SCALE CQNSTRICTION SPEGFICtn015 E-1 p_ I.FLTERFAENIC5IHRLIHVE AX F05W NODS.EIP1Ap MAY�lE6)FOR:AtlRi i601 N4L1Gil0eb. vim, �O 2.OR FABRIC FROM A CHTWWS ROLL TO U-114MTE JOINTS.IF XWS All IEEC®TIEf L¢L W MMAPPEO TO TIE 1•�' T18NFORCJ�CONC.SLAB.bk6'xl0'Y&AT NEXT STAKE QWRS) STAKEMATENALSHLLBE5TNOMO]'x4'HOLD OR FOINATFNT.FETAL YRN AI@1MHIHGTN OP3FT3T. 1�1 _ - lSPACE STAKES EVEKYA tD MET 3 MEET APART AFD DRIVE AlOON4 N RIDE,Dom.SPANS EMATEt MIN 3 FEET FIFO MAY BE Bim6ED WITH TIE Lf-`W HR W 5H BBiW 1FE BURR FA&RIC FOR9FTGRr. M, S.FADRC ETEWDEO SWL BE I FOOT Ml I BHOH EROW A`O BAAS ID W .IT SAIL Be SFOR®.Y FASTENED TO THIS .. =Ex C--X STAKES AND FRAYS b.A2'x4•WOO FRAIE SNNL BE CZMUTSoAROZO THE OYSr OF THE FAem Fm ovER MOH 5T ,TES. TYPICAL SLAB DETAIL ,Tgp,NENO,pIA�ppEAel ti FOR GENERATOR AND AC,EQUIPMENT U5.DEPARTMENT OF A6RIOAlURE FILTER FABRIC SCALE.N.Ta NATURAL RU�Q,RLFS COKFRVATON 5ENICE DROP INLET Er+6It�: A84 YORK STATE DEPAR.OF ENVIRONMENTAL CONSERVATON M 34 YORK STATE SOIL:HATER CONSBNAnQNLOM2911g PROTECTION 'CE°F wY 1 AP L E, 4�n I�1,\\I/��I" ..rmA�:Wmn ZN L •4 V 1(/I I V l..i EA7GIS.FG PPub n,axl 800-272-4480 811 AROFESSIoMP JEFT3tEY T.RAINIER PE uTa..emnluaalosvcm'q,u:Yn Fa av4ryrtazmv,,mievane�m vnvgA ex6�ug!udxe�van CryaM Nnnu maacpve��w��my p w Leq 19m:E mx1 mva.+�9N�t,1G03T3um>et,,.l!van avw.nm on m:mw lees,aN..�,me�a.a'lo.o+mea+n i-eaum+.eaaw�+y:oa+,�eem nyxlo.vr.Tma �IaN�a2edzow.m.E> v6E.�o.alw wJrowvew un rerym:aelXy-eroTmn nmim.neh-tv uu ITIC,�ae �pv�b 9T9M1Ne tllnvRv,m W Q m u; F�m z p OWu= X azKO Q QLU Qz� O [L� � r N e o 2ovn IJOV]P�of o z 6 980RrDOF ((] Q ApDOd{S O I) U PAGE: SGDHS REF.No.R-20-1369 of 4 6485 NA SAU POINT nD.CUT—OGUE.NY A301 A301 0i 3Y: ADDITION moi NE.YSIFOJC NEW 19X MD4CN EE IAST%i vmi sismi Nm' (N)DORMER AND D CK LOP O5F8RIDGE ELEV. _11. ­E3Ji ... ... ... ... —1"0' NY 119. EINISH FLOOR LEV 47 ' FINKV. NS NEW WOOD RAILING 5 NEW CONCRETE RETAINING WALL WISTONE(i 7 NEW WODD Di RAZING 7 W3 1) 4 ENI!H 3FL??R r ELE r-o ............ O _HHHH: AVERAGE NATURAL GRADE i LW 3Z_r .2. H NEW NEW GRADE BASEMENT--------------------------- LE L-------------------------------------- F&CONC.0!LAB EXTERIOR ELEVATION-EAST J L L ADDITION SCALE 1W-l-V SIDING THROUGHOUT HEIGHT OF BUILDING:THE VERTICAL DISTANCE MEASURED FROM THE D —IS'n—NG STRUCTURE AN HADDT A ADDITION AVERAGE ELEVATION OF THE EXISTING NATURAL GRADE ADJACENTTO THE BUILDING,BEFORE ANY ALTERATION OR FILL.TO THE MEAN HEIGHT BETWEEN EAVE AND RIDGE. AVERAGE NATURAL GRADE=32.2' HEIGHT OF BUILDING=20*-0' F RIDGE EoP o LETI ii (N)DORMER 7 ADDITION (E)ROOF SEP I r, (N)DECK MEAN HEIGHT ELEV. FFILNISLF OOR --------- .4 FINAL MAP Si Fi LN [REVIEWED RED AR, S DECISION 13Y L 13YZ13A Ell.4`1--ol-i ---E 4-Dr N# e T 0 # A 9 los /-RETAINING WA PATIO, LL S TON AT NEW CONC.W1 E FINSHFi L T.O.FOUNDATION CAP EV' POINT ROAD ELEV.35*-1' CUTCHOGUE.NY 11935 Im AVERAGE NATURAL GRA94 A. AELEV. LVEVRAGE NATURAL GRADE—, ELEV.32' 1 -2' r, E 32..2. 3 Exterior Elevations -- - ------------------------ EE�ST1LEV2NG.GRADE EXISTING GRADE L -------------------- T&C2 C.SLAB r- -------- _=- (N)WOOD DECK 7�V 4_ iP ELEV. ---------------I---- - T .2S DATEDWG NO.: STONE VENEER AT EXIST RA. i_j L__j LATTICE PANELS A_E: '.lI. FOUNDATION WALL NEW GRADE A-401 STONE VENEERAT 2 EXTERIOR ELEVATION SOUTH RETAINING WALL SCALE.1 ­V4)' 6485 NA SAU POINT R..C!JT..... A:01 A301 A3D2 Wlal BY.- SAI>BARASOWTZL7 30,1 m ADDITION 'awsu'r. LEE&CNEswes Dfis 3v W-OW 1123- SfiVCNR4 ENGINEER —ES10EE.0S..PE AVEWZWMC 7------- ---------- IFILNISTH'L NEW RAILING ATEXIST.PATIOJ/ i i ——7 EXIST.STONE WALL _j ——— SLAB JS ——————— ———————— _/.L_!fEoL_E�1C1.......... I L————————————————————————— — ————————————————————————— — —— ————— ———————— L__j EXIST.GRADE STONE VENEERAT VNEINGRADE FOUNDATION WALL ADDITION EXTERIOR ELEVATION-WEST SCALE:1f4'=1'-0' NEW LAP SIDING THROUGHOUT AT EXISTING STRUCTURE AND ADDITION -7q3y SEP I C,"223 (N)WINDOW W/ FIXED WOOD GRILLE -A (N)DORMER AND ;A- DECK Sm IN FINAL MAP D Ali REVIEWED By Z13Arry SEE DECISION# DATED J9 FINISH FLOOR ELEV.47-7' —----- FINISHFLOOR ELEV.45'-7" PRO3ECTI,KI­ 64B5 NASSAU POINT ROAD ADDITION BEYOND CUTCHOGUE,NY 11935 EXIST.SHOWER OUTDOOR 6RA­3 TITLE. Exterior Elevations E!N ,. — ELEV. DATE: 071101w MVGNO.; 2 EXTERIOR ELEVATION-NORTH ., `c4 L A-402 SCALE 114•=I�D" 6485 NASSAU POINT RD, CUTCHOGUE, NY DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 I' 1 2 1 2 2 1 1 718.330.0471 A401 A301 A301 E. A302 A303 A304 A303 i STRUCTURAL ENGINEER: EXIST. x, JAMES J.DEERKOSKI,P.E. STRUCTURE 16 LIBRARY AVENUE,SUITE C NEW FOOTING AT EXIST. ADDI ION INTERIOR WALL FRAMING 2x4, U.O.N. WESTHAMPTON BEACH,NY 11978 COLUMNS. Tx Tx 12"W/ 631.774.7355 (3)#4 REBAR 6" GIRDER SEATS NEW(2) 8"CMU NEW FOUNDATION (3)2x8 ACQ I 1 I I GIRDER, TYP. I I I I (2)#5 REBAR I +=_-=- ===-=-=- *----—-— —-- � - I �� I t o NEW CONC. a'a Ii liIil,pa I rI 1'-5" I MIiL II :'�tII JFOOTING L ___J L______ I 0' 3T-12" Q2 00 S101 x 1LINE D IOAF. CWODN. DECK A ECKA wB/O 2V' xEQ' ------------ 2--------tix' Cr° x a a r---- ------- ---------------- TG. 3FT BELOW GRADE-------- ------------------------- ------__ R 8-9 8" REINFORCED CONC. FOUNDATION WALL w/ 16"x8"CONC. FTG. � (2)#4 REBAR, MIN. 3FT BELOW GRADE ON UNDISTURBED SOIL U Q W Q W °°CONT. 2" RIGID INSULATION OR EQUAL xJ ------------------ -- ----------------- N _ ao—V, i % DOUBLE 2x8 ACQ 16"O.C. c)4 THICK REINF. CONC. SLAB OVER CONT. -------------------------- J VAPOR BARRIER OVER GRAVEL OVER COMPACTED SOIL. TYP. THROUGHOUT. � LNL I(2)#5 REBAR *-Off---- - ' III LO 2' '-8" 2'-9" 6'-0" oX - -- - ------------ �I ' ----�N-.--- \-- _- 1IjIIIIIIIIIIIIIIIIIIIIIII IIII -------- -- 1- 5'-0" -0- ---_-._--.. ----REINFORCED CONC.FOUNDATION SECTION 8 (2)9-1/4 LVL w/5/8" FOUNDATION WALL w/16"x8" 2 SCALE: 1 1'-0" CONC. FTG. STEEL FLITCH PLATE I 9'..r. IIIII,IIIIIIIIIIIIIIIiIi11I�IIIIIIIIIII 11I iI 2x8 ACQ @ 16"O_�_(i_wCVN V .0 EO .(2)#4 REBAR pN 1N LL LL FARING WALL FTG INSTA 12"216"CONC. � W/ 3 #4 REBA UND R vLALLY COLUMN UNDER c POST, 2' FTG. W/ 3 #4 -------------� - .. .........REBAR EACH WAY ................ .......... . .... ...... ............. ............................ .......... .. ................... -- - ---- --------------- 10'-0 9' " irIIiL - -- r 02 SIN Ap -------- - 2 �L �/ 2 A402 * O 0 N LL D io ox U 3-0" N N (3)9-1/4 LVL w/(2)5/8"STEEL FLITCH PLATES ------ --- ----------------------------------------------- -2 8" TYP. M A4-0 1 s REVISION� .1 1 -1�/,Ir2.2.�2/^2„i 0 2x10DF#2FJ@12"O.C. SEAL: �N (V F� L AD1:)ITION M PROJECT NO.1902 6485 NASSAU POINT Rw_ �A. D CUTCHOGUE, NY 11935 22'-3" DRAWING TITLE: Foundation Plan �L L & A40-2 Baseme rnt Framing L I L Plan IF FOUNDATION PLAN Z DATE: 07/10/20DWG NO.: SCALE: 1/4"= V-0" SCALE: 1/4" = V-0" S-101 \ T 4i DRAWN BY: NCL 6485 NASSAU POINT RD, CUTCHOGUE, NY DESIGN BY: BARBARA SCHNITZLER A '' A A OLD HARBOR 1 2 1 2 2 1 RD NE NEW SUFFOLK, NEE W YORK 11956 A401 301 A301 . _... _.._ _ \ 302 q 303 303 A304 " ARCHITECT OF RECORD: f LEE&CHESONIS DESIGN ADDITION — TYPICAL WALL FRAMING: NIDACHESONIS LEE `-- 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 EXTERIOR WALL FRAMING 2x6 718.330.0471 INTERIOR WALL FRAMING 2x4, U.O.N. STRUCTURAL ENGINEER: JAMES J.DEERKOSKI,P.E. 16 LIBRARY AVENUE,SUITE C WESTHAMPTON BEACH,NY 11978 631.774.7355 i (2) 1-3/4 x 16 LVL 8'-10�" 14'-5�" -—-—-—- ------- ------- 1OW" 2 7'-4" 6 7 2 o Tan' NI �I _112 1\/I HDR 1 \ W / { 6 x 6 x 1/2 ANGLE I \ 00 I RETAINING WALL: \ = U / 8" POURED CONC. WALL SIN AT FACE OF TUBE I ~ G — — — —� — — — I N ' 10 x I M (2)#4 REBARN BOTTOM W D ' X ' v OF FTG. 3 FT BELOW 00 DECK - N - 6 x 6 x 1/2 TUBE - --- --- - �3) 1=3/4 x 11_7/8 LVL BEAM_ (3) 9-1/2 LVL HDR GRADE \ / 3-1/2 x 3-1/2 x 1/4 \ / TUBE COLUMN °x° _ — — — — — — o —( � r-IN I x �� ti I I � L 04 I M U 3 2x10 DF#2 HDR - 3 2x8 HDR 1/2 V- �O 3 9 LVL HDR' I - I O . E.........n. x10 DF#2 16 O.C. C6x8.2 STEEL 16 O.C. _ -------- :s: =-- .-::::::.-::::..:-:.::..:. I @ I I > a o Ll b O w \ / --+---- ------ ----- U) ❑ m 3 3 — — — — I in cv 3 (2)2x POST 1 1 LL U N I 00 N ~ ' a::r ❑o I ❑ 1 = (2)9-1/2 LVL HDR p N x i£I I - N i`;:;:;fiisi.:i::i;;i:;:�r;i:�::�i:�i?�t�i;:���s:��::isF::it'::�:::i:::�;i;::;i:::i:�i�s;; m... ............:.- - --= .-::.:..::.................................. -:.-': :: :....,._.':::'..:::....• ARING = 2x10 DF#2 CJ 16"O.C. M - 1 — I I I04 r 'r (2)2x POST o 1 ' M ' 1 o v 2x6 1 "O.C. 2x6 16"O.C ;;; 04 {I �---- (2)C6 x 8.2 �- - o O --I--- T........ _...........:-:-„ __—.._.:. -.._._.._....__...-,,.,...._..- - - (SL PE ) SLOPED 2' 1 I r N O 1-3/4 x 9-1/2 LVL > — N U;::;s ' y (2)2x POST � — ti (� �04 w o L� - - - - - - - - - - - - - � ip O 10) � N M ( SIN X co 9-1/2 LVL ::::::.::::::.:........................ ",`• U OMIT . 2 2x POST - ---- -- ---- ................ ( ) _.............:::::.::.. /7\ 7..47 I'1 C•iF7 ...... \ �:::- :W.. — J - — — / 3'-6-" O O (3)2x8 HDR W — — — — — - 1 3 2x8 HDR 3 2x8 HDR r ❑ "�' I aU O \ / \ T-8" R.O. r � :;a:;t;;;s': ;:<:;x;•a:r;,:...—......: .................,,.:.:..,:.............. _—'— :''.. :? _00 M A I CD J 6x6 ACQ POST ¢x':;y. -N------ ">f 6x6 ACQ POST ' w (3)2x10 GIRDER ❑ `' �' ❑ IN COLUMN, IN COLUMN, _ IQ CONTINUE TO L — _ — CONTINUE TO x = x ❑ = BELOW BELOW `� � I o I ' M N I N `" 5'-11 c� i- — — ::; N .— :. :::::zen•;:;:':::::s:::�sa a x:s�E':-',;isi::n�Fi::;:�::ii::i;:;;:%'::..�''::.:'�:;::: L- - r -- - - - - - - - - - — — — - -� N \ / ,—� 4— : 1 x ❑ 7 04 --- _ - - x ❑ N = 1Q REVISION 1 11/22/20 M 00 — :.: 2x10 DF#2 CJ 16"O.0 x __ ....:.:.::.. ::......... SEAL: sr: M ' I j I _ , ADDITION r0 • • � • / \ 7 i k '1 �v::-'.:^.-.-:,�_-........:....:.:...........:..:................... .. .t. 1 J V f \ _. _........... .__.._.. . O x8 HDR i 3 2 �;� ' �•1f�"� i PROJECT NO.1902 6485 NASSAU POINT R AD CUTCHOGUE, NY 11935 1 A402 DRAWING TITLE: Framing Plan First Floor 1 FRAMING PLAN: FIRST FLOOR Z SCALE: 1/4" = V-0" 1 0 DATE: 07/10/20 DWG NO.: SCALE: 1/4" = 1'-0° S-102 DRAWN BY: NCL 6485 NASSAU POINT RD, CUTCHOGUE, NY DESIGN BY: BARBARA SCHNITZLER 1 2 1 2 2 1 1 220 OLD HARBOR RD, NEW SUFFOLK, NEW YORK 11956 A401 A301 A301 A302 A303 A304 A303 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN ADDITION NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 718.330.0471 STRUCTURAL ENGINEER: JAMES J.DEERKOSKI,P.E. 16 LIBRARY AVENUE,SUITE C WESTHAMPTON BEACH,NY 11978 631.774.7355 EXIST. ROOF i EXIST. ROOF i EXIST. ROOF I (2) 1-3/4 x 16 LVL I i C1 � o �' I! NEW ROOF DECK I `" co - - - - - - - - - - - - - - - - - -- — — — — — — � I II II II r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i- - - - - - - - - - - - - Ll - -- - - I I I I I I I I I I LINE OF WALL BELOW, TYP. I I I I o 1 o I C N — — — — — — — — — — — — — ,- — — — — — — — — N �,LL- 7 I I N I I 1 I I w I I a o o NEW RIDGE(2) 11-7/8 LVL 0 r I SI--- TO EXIST. --- ------- I N ` LL EXIST. RIDGE I NEW 2x12 RIDGE w _� w 0 0 � (1)2x I o 0 x O N 1-3/4 x 11-7/8 LVL U I UPPER RIDGE O U ' 00 O w 1 c(o a 2x10 DF#2 RR 16"O.C. I 2x10 DF#2 RR @ 16"O.C. 0 U @ , A302 I I @ � O I N LL A402 '' I U) I 0 w F`�e� w I N u- 2x12 LAYOVER PLATE ------------ N �. I I I — — — — — — — — — — — — — — — I- - — — — — — — -- — — — — - - — — — — — — — I I I II o @) > w 2 co0 A4o1 00 x I ) N Xw Mo EXIST. ROOF EXIST ROOF I I J I I I II I I I I I II I I 2x10 DF#2 RR @ 16"O.C. 2x10 DF#2 RR @ 16"O.C. I I I II I I I I I II I I I SLOPE SLOPE SLOPE SLOPE I I I II I I I I I II I I L — — — — — — —/ \ - - - - - - L L - - - - - - - - - - - - - - - - - 1\ REVISION 1_11/22/20 I I SEAL: ADDITION SLOPE SLOPE L — — — — — — — — - - -I zi PROJECT NO.1902 6485 NASSAU POINT RO D I L CUTCHOGUE, NY 11935 1 A402 DRAWING TITLE: Framing Plan Roof FRAMING PLAN: ROOF z SCALE: 1/4" = V-0" DATE: 07/10/20 DWG NO.: SCALE: 1/4" = 1-0 S 104 DRAWN BY: NCL GENERALNOTES 6485 NASSAU POINT RD, CUTCHOGUE, NY 1. All work and materials furnished snall comply with, state regulations, the regulations of the National Board of Fire Underwriters, National DESIGN BY: Fire Protective Association Requirements and all Federal, State, and Municipal authorities having jurisdiction over the work. BARBARA SCHNITZLER 220 OLD HARBOR RD 2. Before ordering any materials or doing any work, each trade shall verify all measurements at the building and shall be responsible for the NEW SUFFOLK, NEW YORK 11956 correctness of the same. No extra charge or compensation will be allowed on account of difference between actual dimensions and the measurements indicated on the drawings; any discrepancies between the drawings and field conditions which may be found shall be •�'` submitted to the architect for consideration and clarification before proceeding with the work. The contractor shall be responsible for any NEW UNDERGROUND NEW A/C UNIT ON PAD 00�j 4 X� { ARCHITECT OF RECORD: PROPANE TANK X �i SIGN deviation from the contract documents. EXIST.A/C UNIT ON PAD N DA CHESONIS LEE�(�X�` { REMOVE EXIST. BRICK � I�-•I 14 VERONA STREET SUITE 3D ��. ' 3. All of the Architect's drawings and construction notes are complimentary and what is called for by either will be binding as if called for by PATHWAY \ X�' ! U3I y BROOKLYN, NEW YORK 11231 all; any work shown or referred to or any one drawing shall be provided as though shown on all drawings. 1 ►-� 718.330.0471 NEW GENERATOR x 4. The work to be performed consists of furnishing all labor, equipment, tools, transportation, supplies, fees, materials, and services in NEW WOOD ` STRUCTURAL ENGINEER: accordance with these notes and drawings; and includes performing all operations necessary to construct and install complete, in SCREEN ' satisfactory condition, the various materials and equipment at the locations shown. o„ ! 16 LIB A YAVENDEERK E, P.E. 10'- `,�• � 1 {� 16 LIBRARY AVENUE,SUITE C 5. Full size or large scale details or drawings shall govern small scale drawings which the are intended to amplify. — ` WESTHAMPTON BEACH,NY 11978 9 9 9 9 Y P fY IST. 1 1/2 STORY V ; { 631.774.7355 „ o WOO FRAME ? 6. The standard specifications of the manufacturer for products called for in the drawings and notes are hereby made a part of these notes o 36 ` 0 E IST. FRAME L o DWE LING EXIS x { with the same force and effect as though herein written out in full. N� e EXIST (TO BE AL ERED TO PATI \ . ��1 ARAGE x { M 2 ST RY) 7.All materials required for the perfcrmance of this work shall be new and of the best quality of the kinds specified. The use of old or F PATIO FF=3 0' 1 { 0 APP OVER AS �1�TE® second hand materials is strictly forbidden, except for locations on the drawings that refer to removal and relocation of materials or _ .--'� _ �� equipment. Materials shall be used In accordance with the manufacturer's specifications. The contractor shall submit all product —' --�' I { G0 \ EXIST. � DATE: B.P.# warranties. The contractor will warranty all work as per state regulations. X WOOD aa Z \ 0 w w STAIR rr—, FEE: U - 8. The premises and job site shall be maintained in a reasonably neat and orderly condition and kept free from accumulations of waste \ NEW DRIVEWAY w / v w w NEW 2 TORY..', N x I 1 1� { NOTIFY BUILDING ^EPAr--' !ENT AT materials and rubbish duringthe entire construction period. The Contractor shall remove all crates, cartons and other trash from the work �; CURB �— w WOOD RAME - ' 765-1802 8 AM TC �,i" rr areas each clay, and shall be responsible for its proper disposal. The remises shall be protected throughout construction and shall be Q \ w �� / —EXIST. / w w w ADDI f NEW W " EXIS �R THE P p P P P P 9 w ' FOLLOWING INSPECTICPQ; NEW PLANTED / DRIVEWAY /; RAISED turned over in spotless and orderly condition. All fixtures and equipment will be left in undamaged, bright, clean and polished condition. w i PATIO w X DECK { 1. FOUNDATION - Twc\ ISLAN� / EDGE NEW STONE PATH i; ; _ :l!IRED w • EW 'STORY x � � FOR POURED C0�',^,,ATE: 9. All work shall be subject to final inspection by the Architect. EXISTING NEW WOOD FRAME, N 2. ROUGH - FRAPv1,Nt= DRIVEWAY i DRIVEWAY ;ADDI ION' i 19`2 i { '� 3. INSULATION 10. All plumbing, electrical and mechanical work shall be performed by persons licensed in their trades. All work to comply with teh \ EDGE EDGE ,_— FF= 7:0 x 4 FINAL CON'ST Jr applicable sections of the Building Code currently in effect. \ / _ 1 I { . - Pl '' MUST BE COMPLETE 11. The Contractor shall take all necessaryprecautions to insure the safety of the building, Its occupants, and the general public during ALL CONSTRUCTION SH1,LL MEET THE REQUIREMENTS F T E P Y 9, � P 9 P 9 f � � / �,' � NEW WOOD DECK ! 0 THE CODES 0, NEW YORK STATE. NOT RESPONSIBLE FOR construction. \ / �' { EXISTING APRON / �� "' \ PERVIOUS GRAVEL DRIVEWAY / 1 { � ) t � r _ DESIGN OR CONSTRUCTION ERRORS. x �/ b �21;11 1 { FIRE SAFETY NOTES "1 \ TOP OF BLUFF 1 I { 1. All building materials stored at the construction area, and/or in any area of the building are to be secured in a locked area. Access to \ 39-a 1 such areas to be controlled by the Owner and/or the General Contractor. �'\RCS 45'o„ X COMPLY WITH ALL CODES OF 2. All materials are to be stored in an orderly manner. 1` —g SE EQURRSTATE & TOWN CODES \N�R�Nc A x _ D AND CONn,T OF 3. All flammable materials to be kept tightly sealed in their respective containers. Such materials are to be kept away from all heat sources. ,3g' j �ii�Oi:r;�,J� ,c�, S79 4. All flammable materials to be used and stored in an adequately ventilated space. B6.24 5. All electrical power to be shut off where there is exposed conduit. 6. All electrical power in the construction area to be shut off after working hours. �� \ /x�Z�Gj• _ X x/ 7. The contractor will at all times make sure that there is no leakage of natural gas in the building, or any flammable gas used in construction. OCCUPANCY OR �c \. USE IS UNLAWPt.,lt GENERAL CONSTRUCTION NOTES ' F00 �125 f i / + 1. Contractor to field verify all dimensions and elevations for clearances and notify Architect of any discrepancies between Drawings and 0 /� `` ``QQ O�\ WITHOUT CE RTI FI v actual conditions. �q \'` F�NG� /.� -C Gwv / / OF OCCUPANCY o 2. All dimensions shown are to finished face of walls, floors and ceilings, unless otherwise noted. �13 \ /' / 3. Provide sufficient wood blocking in walls for all wall mounted fixtures, fittings or other devices shown on drawings. \ /,i' / RETAIN STORM WATER RUNOFF 4 \ /�-/ �•/' PURSUANT TO CHAPTER 236 x/x /• � OF THE TOWN CODE. 100* LEGEND � 56 x� �•1-0• UMBER CERTIFICATION CONCRETE ' ,�/i• O LEAD CONTENT BEFORE A601 DETAIL \ /��� /'/ CE TIFICATE OF OCCUPANCY .100, / NEADE SR A INDICATES USED IN WATER BATT INSULATION ELEVATION DATUM \ x�x/ / _6 / S 1PPLEY SYSTEM CANNOT CONCRETE MASONRY UNIT 101 WINDOW TYPE i ' E oCEED 2/10 OF 1% LEAP. i RIGID INSULATION 101 DOOR TYPE PLUMI,39�1:(31 ALLPLU`al?'vG'1 _TF a PARTITION TYPE SITE PLAN ' &WATER Lt"yrs 1 ELEVATION SCALE: 1"=20' DO NOT PROCEED WITH ING,REFORE cO, --ERINGT A501 ' S/C SMOKE/CO DETECTOR 'FRA-,';f,,G UNTIL SURVEY< OF FOUNDATION LOCATION 4 A501 2 ELEVATION HAS BEEN APPROVED. , s (E) EXISTING (N) NEW PROJECT SUMMARY: DRAWING LIST CODE COMPLIANCE ELECTnICAL INSPECTION REQUIRED 1 SECTION 6485 NASSAU POINT RD, CUTCHOGUE, NY 11935 ARCHITECTURAL A401 � RESCHECK COMPLIANCE CERTIFICATE PER ENERGY CODE 2015 IECC = PASS O1 REVISION NUMBER A001 Site Plan, Lot Coverage, Notes PARCEL# 1000-111-13-11 9 s+ SEAL: D101 Demolition Plans, Basement& First Floor PROFESSIONAL STATEMENT: TO THE BEST OF MY KNOWLEDGE, BELIEF AND �,�uSt'prOVlde j�IjaIlLeal�.� ZONING DISTRICT: R-40 PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS ARE IN D102 Demolition Plans, Second Floor(Attic) & Roof J and S cs per RED A COMPLIANCE WITH THE UNIFORM BUILDING CODE AND THE STATE ENERGY De RC EXISTING STRUCTURE: 1-1/2 STORY WOOD FRAME A101 Basement Plan CONSERVATION CONSTRUCTION CODE (THE ENERGY CODE). NyS L1ncr y Cock GNESONi A/ A102 First Floor Plan P `S EXISTING USE & OCCUPANCY: SINGLE FAMILY, 3 BEDROOMn� A103 Second Floor Flan 2 m PROPOSED USE & OCCUPANCY: SINGLE FAMILY, 4 BEDROOM A104 Roof Plan SCOPE OF WORK: ONE STORY ADDITION WITH BASEMENT A301 Building Sectiois (P AND FINISHED ATTIC AT EXISTING STRUCTURE A302 Building Sectiois �yld�"der �j(jJs -9 0? 1�0 ykK/ FOR LOT COVERAGE REFER TO SP SERIES SITE PLAN SHEETS A303 Building Sectiois ' d ier dductv O'r / A304 Building Sectiois can �e�~u1rCa A401 Exterior Elevations testln PROJECT NO. 1902 A402 Exterior Elevations A501 Schedules, Partition Types, Sanitary Riser Diagram 6485 NASSAU POINT ROAD STRUCTURAL All exterior lighting CUTCHOGUE, NY 11935 S001 Structural Notes 'Installed,replaced or S002 Structural Detals rcpaired ehall conform S101 Foundation Plan & Basement Framing Plan to Chaptc:'172 S102 Framing Plan, First Floor C'; a osToq„m Cod-- DRAWING TITLE: S103 Framing Plan, Second Floor Site Plan, Lot Coverage, S104 Framing Plan, Roof SITE PLANS ,y� I �f( V�I �l/ J� Notes SP1 Proposed Site Plan r�/V SP2 Proposed Sanilary Site Plan ��� P3 Proposedanilary Details DATE: 07/06/20 1 DWG NO.: SP4 Proposed Sanilary Details SCALE: As Noted I DRAWN BY: NCL A-001 r 6485 NASSAU POINT RD, CUTCHOGUE, NY DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 718.330.0471 STRUCTURAL ENGINEER: JAMES J.DEERKOSKI,P.E. 16 LIBRARY AVENUE,SUITE C WESTHAMPTON BEACH,NY 11978 O O O 631.774.7355 PATIO ❑ --❑ - - - ❑ --- -- -_ -_ -_ -- --- ____�- -____ i lil II � � II ICI III III REMOVE APPLIANCES, REMOVE STAIRS � II I PLUMBING FIXTURES & CABINETS REMOVE J I I I r----I----, I AND WALLS/SLABO OORS ----------, BEDROOM REMOVE EXTERIOR I I I I I I I WALLS ❑ �— � III i �i I I CRAWL SPACE III II \ / II LIVING ROOM KITCHEN i — — ----1-----J I I n I SS��ZZZZ�� I I I IF LAUNDRY B REMOVE INTERIOR I i i LL_-�I L II I I PARTITIONS, TYP. REMOVE I I i 11 1 \ � {� !� PLUMBING I t li i BATHR001�7t"� /� F== =�n---- FIXTURES AND I III II FINISHES // / EXIST. MECH ROOM ---- LLL���ZZ REMOVE FOUNDATION I\ / � � REMOVE PLUMBING 0 I�l /� ii II � \-c' it HROOM�`"� I I I FIXTURES AND WALLS AND FOOTINGS �BA�—rt FINISHES ——— —————————— ----- ___ REMOVE WINDOWS, I �- - - - TYP. O III ILA � � u- � 11111 III i i / III II III REMOVE STEP I ( I REMOVE DOOR III III III III . _ OIL TANK OIL TANK BEDROOM III PATIO III BEDROOM III - I SEAL: D ARcy PGHESO��`s CA * a (P 02 4fJ ofDEMOLITION PLAN: BASEMENT z DEMOLITION PLAN: FIRST FLOOR O V SCALE: 1/4" = V-0" SCALE: 1/4"=V-0" REMOVE WALL/PARTITION PROJECT NO. 1902 6485 NASSAU POINT ROAD CUTCHOGUE, NY 11935 DRAWING TITLE: Demolition Plans Basement & First Floor DATE: 07/10/20 DWG NO.: SCALE: 1/4" = 1'-0" D-1 0 DRAWN BY: NCL 6485 NASSAU POINT RD, CUTCHOGUE, NY DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 718,330.0471 STRUCTURAL ENGINEER: JAMES J.DEERKOSKI,P.E. 16 LIBRARY AVENUE,SUITE C WESTHAMPTON BEACH,NY 11978 631.774.7355 REMOVE DORMER REMOVE DORMER& WINDOW REMOVE ROOF RAFERS AT PROPOSED NEW REMOVE FRAMING AT DORMER AREA OF NEW DORMER I � I EXIST. CHIMNEY i EXIST. CHIMNEY I I � I REMOVE REMOVE STRUCTURE I ' I STRUCTURE BELOW � BELOW UNFINISHED ATTIC I REMOVE SUBFLOOR, i REMOVE DROP [)OWN------__ FRAMING TO REMAIN LADDER I i \/ i /\ I I SEAL: E D A,4C'ti C9 GHESpN� i 91>, 09 d DEMOLITION PLAN: SECOND FLOOR (ATTIC) z DEMOLITION PLAN: ROOF SCALE: 1/4" = 1'-0" SCALE: 1/4"= 1'-0" REMOVE WALL/PARTITION/FRAMING PROJECT NO. 1902 ROOFING NOTES: 6485 NASSAU POINT ROAD CUTCHOGUE, NY 11935 REMOVE CEDAR ROOF SHINGLES THROUGHOUT ASSESS CONDITION OF LATH, MEMBRANE & SHEATHING DRAWING TITLE: Demolition Plans Second Floor (Attic) & Roof DATE: 07/10/20 DWG NO.: SCALE: 1/4" = V-0" D-1 02 DRAWN BY: NCL j 6485 NASSAU POINT RD, CUTCHOGUE, NY DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 1 2 1 2 2 1 1 ARCHITECT OF RECORD: A401 A301 A301 A302 A303 A304 A303 LEE&CHESONIS DESIGN ADDITION NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 718.330.0471 STRUCTURAL ENGINEER: JAMES J.DEERKOSKI,P.E. 16 LIBRARY AVENUE,SUITE C I WESTHAMPTON BEACH,NY 11978 631.774.7355 I I -- - - - - - - - - - - - - - -- I 1 f� —T-1--_---- -- J i I I 1 I I li I III I I I —LINE OF DECK ABOVE ------------------------- - -- ❑ - - LATTICE PANELS ' h'q , I 004 003 I I I II ---------- ------------------ ------------------------------r -------,--- El - ;�,T 1114 , I I I '1 o I I i W I --- I • �1 002 003 II I I MECH RM LAUNDRY/ I� D i n BATHROOM �h l� 4-----J :: l�—JI !P• •� I EXISTING CRAWL I� SPACE �I, 004 003 % 002 L I 2 P. `��• �� I ' I A302 I I I I I I I UP • •; 2 Li A402 Fool] I L----� MECH. RM .; (EXIST.) 4 I 005 I 1 I I — II, q ----------------------------------------------------- I I j NEW ACCESS TO OIL TANKS I i j:, I o 2 WALL INFILL 1 tij i A401 f al I I I !li I � I 001 005 1 OIL TANK OIL TANK I J'' OPEN BASEMENT 1 � i I I 1 ! CONC. RETAINING WALL F- — — BELOW I p LINE OF ROOF ABOVE 1 1 I HARDSCAPE LANDING I I I I I i I I SEAL: ! II I ' FtE D q GNESoNi ADDITION <m C-A I -Ph.::u.:pauua,:i:::il-,auii.dl..a.;.:,::..u::.,uir,Eil,. ,, i.;;._... ..i'{..i;,:.�, .,, ,:I i I V•� � r..� �; — L-- ------- ------------------------ -- Y 1 PROJECT NO. 1902 A402 6485 NASSAU POINT ROAD CUTCHOGUE, NY 11935 CONC. RETAINING WALL W/STONE VENEER DRAWING TITLE: Basement Plan PLAN: BASEMENT Z SCALE: 1/4" = 1'-0" DATE: 07/10/20 DWG NO.: SCALE: 1/4" = 1'-0" DRAWN BY: NCL A-1 01 6485 NASSAU POINT RD, CUTCHOGUE, NY 1 2 1 2 2 1 1 A401 A301 A301 A302 A303 A304 A303 DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN ADDITION NIDA CHESONIS LEE 14 ERONA STREET SUITE 3 EXIST. PATIO _. , 22'82 BROOKLYN, NEW YORK 11231 718.330,0471 i STRUCTURAL ENGINEER: JAMES J.DEERKOSKI,P.E. i 16 LIBRARY AVENUE,SUITE C 10 O WESTHAMPTON BEACH,NY 11978 D N 631.774.7355 i l NEW CONC. RETAINING WALL EXI TIO NEW STONE STEPS NEW CABLE RAILING EXIST. HOT TUB DN I 101 102 103 1oa 105 106 NEW HARDSCAPE ATIO O - I 103 — — -- — — — -- -- 4-- 107 I 10 108 109 110 ----� NEW WOOD DECK j0 O 111 L----J I 1 2 103 113 i 114 115 116 BEDROOM O O O O .::.::.. .......;:, - -- -_ 104 104 - - KITCHEN PANTRY - LIVING ROOM I -` 19' x 13' 115 6'-2" x 6'-11" 1 TYP. 107 105 O 111 ENTRY HALL O I �1 109 ; POWDER RM 1 113 114 DN UP 1 00 A302 13 0 102 15 TREADS MASTER BEDROOM - -- ---- - -- BATHROOM RISE 6 3/8 14'x 16'-6" 1. .TYP... 1 .. .......... RUN 10" - 2 .. A402 0 106 i I ; O I - - ............. 128 127 124 I 123 118 1 TYP 131 - - - - -- -1 - 2 NEW WOOD ;<, A401 ...::.......... . ... . ..:::.:.:::::::::.:.::.. I PORCH & . ........................ STEPS I i 0. \ DN «;? 101 EXIST. PATIO 105 _" ., Fill] BEDROOM 129 107 - I DINING ROOM 125 12 WALK-IN CLOSET 118 EXIST. OUTDOOR NEW STONE STEP ��NEW STONE ----- /-- --- ----. SHOWER WALKWAY NEW RAILING & GATE r ............. W II D I i o ROOF BELOW AT DN � ____J � BASEMENT DOORS - I 121 120 b 130 126 112 MSTR BATHROOM 119 — SEAL: 77 - -- - � \�,�SFtED ARctii �-1ESp ADDITION EXIST. STONE WALL ....:.:.:::.:...:.:...:..::...:.:..:.::......:::...:::...:::: :::.:: .:.:: :::.::::::.:;t.. .................::..::.::.:..:.::::.::.::. 120 PROJECT NO.19 2 INFILL AT STONE WALL 6485 NASSAU POINT ROAD CUTCHOGUE, NY 11935 1 A402 DRAWING TITLE: First Floor Plan —� NEW WALL/PARTITION DATE: 07/10/20 DWG NO.: PLAN: FIRST FLOOR 1 SCALE: 1/4" = 1'-0" SCALE: 1/4"_ 1'-0" j A-1 0 2 DRAWN BY: NCL 6485 NASSAU POINT RD, CUTCHOGUE, NY DESIGN BY: BARBARA SCHNITLLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 1 2 1 2 2 1 1 A401 A301 A301 A302 A303 A304 A303 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN ADDITION NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 718-330.0471 STRUCTURAL ENGINEER: JAMES J.DEERKOSKI,P.E. (Ej ROOF BELOW 16 LIBRARY AVENUE,SUITE C WESTHAMPTON BEACH,NY 11978 631.774.7355 (N) ROOF DECK W/CABLE RAILING (N)WINDOW WELL I I I I (N) INTERIOR FRAMING THROUGHOUT NEW DECK (CURRENTLY OPEN ATTIC) 17'-0"x 8'-8" I _ ---- N BUILT-IN BAR I I j I i- -- -- -- � - � (N) STAIR I I 201 � I 201 202 203 i I 20 I , i ....: ............ .......:.....: ....._. . 201 204 203 2 074 .................. ................... _........................................... ...... FAMILY ROOM BEDROOM (l BEDROOM 16'-8"x 17'-6' 17'-8"x 12'-0" - - - - - -- -- - - -- - - - - -- - -- -- - - - 9'-2"x 8'-6" TYP. IL 1 TYP. =' - - - - 1 JJJ i i 0 202 ......:;.. .. ... BATHROOM ! 205 LDNs T-0"x 10'-0" 4 TREADS I��I le 1 RISE 6" DN I A302 RUN 10" 11 -- - - - - -- _ LINENCLOSE ......._._...........W.....�__..:_......._..._::.. .. 2 A402 STORAGE I I � I --- - - -- :::::ai: ::`:;::z<:�ixi;i:�;..;:;i'a:;:�::'::.::....... I ! 2 I I A401 i I I I I I I I I I j SEAL: EDAl ADDITION j ? `mm �-A '9j, 0291 Q FO 1 PROJECT NO.1902 A402 6485 NASSAU POINT ROAD CUTCHOGUE, NY 11935 DRAWING TITLE: Second Floor Plan 1 PLAN: SECOND FLOOR z SCALE: 1/4"= 1'-0" DATE_ 07/10/20- DWG NO.: SCALE: 1/4" = 1'-0" I A-1DRAWN BY: NCL0 3 6485 NASSAU POINT RD, CUTCHOGUE, NY DESIGN BY: BARBARA SCHNITZLER 2 1 2 2 1 1 220 OLD HARBOR RD 1 NEW SUFFOLK, NEW YORK 11956 A401 A301 A301 A302 A303 A3041'I' A303 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN ADDITION NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 718.330.0471 STRUCTURAL ENGINEER: JAMES J.DEERKOSKI,P.E. 16 LIBRARY AVENUE,SUITE C WESTHAMPTON BEACH,NY 11978 631.774.7355 I I ROOFING NOTES: I I PROVIDE WATERPROOFING MEMBRANE AND LATH (HORIZ. &VERT) OVER SHEATHING W/ EXIST. ROOF III NEW ROOF DECK CEDAR ROOF SHINGLES. I I AT EXISTING ROOF, SHEATHING TO REMAIN NEW DORMER WINDOW WELL - r I i j ( I F_LINE OF WALL NEW WOOD DECK BELOW BELOW, TYP. I I I I lil il; I ( illj il I � I I _ III I I I I I I I I EXIT. CHIMNEY I � o I o 11. CI I o i o 1 U) � co L � I 1 O I A302 co ----------------- ----------- ---- 2 A402 I, I I I I I I I I II w ALL I o 2 I � I i A401 I I I I I II I I I I II I I I I I I _ SLOPE SLOPE _ _ SLOPE SLOPE _ I _ SLOPE SLOPE I I I I I I I, I I I SEAL: SpRED ARC GHESO/V, ADDITION I * � I � 02 1 A0 < PROJECT NO. 1902 6485 NASSAU POINT ROAD J L CUTCHOGUE, NY 11935 1 A402 DRAWING TITLE: Roof Plan PLAN: ROOF z SCALE: 1/4"= 1'4' DATE: 07/10/20 DWG NO.: SCALE:__„4"" — ,�_o�, A-1 0 4 DRAWN BY: NCL 6485 NASSAU POINT RD, CUTCHOGUE, NY DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 ARCHITECT OF RECORD: LINE OF ADDITION — (N) FRAMING LEE&CHESONIS DESIGN BEYOND it NIDA CHESONIS LEE EXIST. 2X6 RAFTERS 14 VERONA STREET SUITE 3D (N) DORMER � &WINDOW / ,� ROOF INSULATION R-38 BROOKLYN, NEW YORK 11231 / 718.330.0471 CUSTOM BUILT—IN BAR EXIST. CEILING TO REMAIN STRUCTURAL ENGINEER: r ----1 JAMES J.DEERKOSKI,P.E. 16 LIBRARY AVENUE,SUITE C WESTHAMPTON BEACH,NY 11978 631.774.7355 WINDOW WELL i !I II GUEST i i I' I I ,I �/' // --- -- - -- --BEDROOM TO STAIR ,I , - i I — I ! II ! I 1 a 111 11 ! i II O ' 107 I — I N,I N 'OKI ' _ KITCHEN 'll I I CORRIDOR DINING ROOM ADDITI ON BEYOND EXIST. CRAWL SPACE BUILDING SECTION SCALE: 1/4"= 1'-0" (N) RIDGE BEARING ON MASONRY AT CHIMNEY EXIST. 2X6 RAFTERS ROOF INSULATION, R-38 (N) DORMER & 3.5 1p WINDOWS/DOORS , 1 (N) DECK& CABLE RAILING \ Q OPENTO \ in FAMILY ROOM STAIR \ BEYOND \ SEAL: _ !��\ PGNESO��Sy/,t� EXIST. PATIO � 107 NEW RAILING y 0 4� O LIVING R OM ADDITION BEYONDU11— PROJECT NO.1902 EXIST. CRAWL SPACE 6485 NASSAU POINT ROAD CUTCHOGUE, NY 11935 DRAWING TITLE: EXIST. 2x6 TO REMAIN LINE OF STEPS & FIN. FLOOR Building Sections NEW STEEL FLOOR JOISTS BEYOND AT GUEST BEDROOM BUILDING SECTION SCALE: 1/4"= 1'-0" ------------ -- DATE: 07/10/20 DWG NO.: SCALE_ 1/4" _1'_ A-301 DRAWN BY: NCL SECTION CUT AT RIDGE SECTION CUT AT STAIR ADDITION 6485 NASSAU POINT RD, CUTCHOGUE, NY DESIGN BY: _- BARBARA SCHNITZLER _- 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 " "r l I r r I I I I I I 'I I r r I I � �� litARCHITECT OF RECORD: LEE&CHESONIS DESIGN NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 718.330.0471 4 I I 1 1 1 Y I 1 1 1 1 I I I - STRUCTURAL ENGINEER: --- l = j JAMES J.DEERK OSKI,P.E. I - I I =_ 16 LIBRARY AVENUE,SUITE C ill I I II - ' WESTHAMPTON BEACH NY 11978 9 8 I -I I I NEN FLOOR JOISTS _ i ; I ' i ' i I'I I. •I I I i II , __ 631.774.7355 EXISTING CEILING I i - I -JOISTS TO REMAIN I -- - II I I - _ - I I I' FAMI I Y ROOM I I I I - BATHROOM � - I FINISH FLOOR --ELEV. 47'-6" FINISH FLOOR -- — — -- --.. - ELEV. 45'-6" _ I I I I l I III I _- I 00 I I - I .- il I , I ' I I - - --- -1_ -- - __ ' -_T; BATHROOM LIVING CL KITCHEN I--1nI 1 i �II III,I LiIsI I;'I WOOD DE CKENT MASTER BEY & RAILINGOND ROOM BEDROOM FLOOR ELEV. 37-0 FINISH FLOOR ELEV. 37'-0" Ili ' � IIII I I I I I I 'I I I EXIST. CRAWL SPACE STONE VENEER OVER I i i l CONC. FOUNDATION C\, I EXIST. MECH. i �I I I ' I WALL -o I li 11 ROOM I IIIIII I LATICE PANEL BETWEEN DECK COLUMNS I L _ICI I � Ilu !� L �l �� ll i, OPEN CONC. RETAINING BASEMENT B I WALL W/STONE CAP I CONC. SLAB ELEV. 26-10" BUILDING SECTION SCALE: 1/4" = 1'-0" ADDITION INSULATION AT ROOF RAFTERS, R-38 / NEW DORMER j NEW DECK& / CABLE RAILING \! ' EXIST. ROOF j GUEST / BEDROOM INSULATION AT •� ALCOVE \ PERIMETER WALLS, R-21 SEAL: - - -- --- Cj� GHEsO/Vj 'Sim Lo 125 A�` 9 I I EXIST. STRUCT. - BEYOND CORRIDOR I- - -- - KITCHEN _ FINISH FLOOR PROJECT NO.1902 ELEV. 37'-0" 6485 NASSAU POINT ROAD CUTCHOGUE, NY 11935 8" REINFORCED CONC. FOUNDATION WALL w/ 16"x8" CONC. FTG. iv DRAWING TITLE: (2)#4 REBAR, MIN. 3FT BELOW ' 0 GRADE ON UNDISTURBED SOIL Building Sections CONT. 2" RIGID INSULATION OR EQUAL 3 I MECHANICAL 4"THICK REINF. CONC. SLAB OVER CONT. � VAPOR BARRIER OVER 2" RIGID FOAM INSULATION OVER GRAVEL BED OVER _ CONC. SLAB COMPACTED SOIL. TYP. THROUGHOUT. ELEV. 26'-10" DATE: 07/10/20 DWG NO.: Ell SCALE__ 1/4" = 1'-0"i A-302 2 BUILDING SECTION DRAWN BY: NCL SCALE: 1/4"= 1'-0" -------------------- �---- 6485 NASSAU POINT RD, CUTCHOGUE, NY DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 ARCHITECT OF RECORD: INSULATION AT BUILDING ENVELOPE, TYP. LEE&CHESONIS DESIGN ROOF R-38 I A CHESONIS LEE WALLS R-21 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 718.330.0471 r r r . r r r r r r , i t r' , v STRUCTURAL ENGINEER: JAMES J. D 16 LIBRARY AVENUE,SUITE C WESTHAMPTON BEACH NY I 11978 i 631.774.7355 _ III I I I II I I I I I I� I _ I li 'i - I I F - � 11 I� 111 II i 107 I CABLE RAILING CONC. RETAINING WALL AT MASTER WALK-IN CORRIDOR MASTER - - NEW PATIO W/STONE CAP BATHROOM CLOSET BEDROOM _ FINISH FLOOR ELEV. 37'-0" Ad i l � I I: - - - -- ---- I III o - -- - I 32' I I 'I I - -- - -- -- - -- - 30' I I. _ OPEN BATHROOM {; BASEMENT - - - — - - - 28' CONC. SLAB ELEV. 26-10" -- -- -- -- -- -- - -- - - 26' BUILDING SECTION SCALE: 1/4"= 1'-0" NEW DORMER NEW DECK& CABLE RAILING EXIST. ROOF SEAL: '(ERE D C ARc I I ` NESO y, - - -- -1 112 111 2 a I i � 107 i m I I, 110 -- - iI NEW PATIO i RETAINING WALL AT NEW PATIO '9 02 40 • �� F FINISH FLOOR FINISH FLOOR ELEV. 37'-0' -I - - - � ELEV. 37'-0" 36' PROJECT NO.1902 - r- — — oo + OIL 6485 NASSAU POINT ROAD 34' - - ELEV. 35'-8" CUTCHOGUE, NY 11935 NEW GRADE— EXIST. GRADE 32' DRAWING TITLE: - -- 30' —' — LINE OF GRADE Building Sections 28' BEYOND STAIR EXIST. STONE WALL DATE —07/10/20—a DWG NO.: SCALE: 1/4" = 1'-0" 2 BUILDING SECTION DRAWN BY: NCL A-303 6485 NASSAU POINT RD, CUTCHOGUE, NY DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 718.330.0471 STRUCTURAL ENGINEER: JAMES J.DEERKOSKI,P.E. 16 LIBRARY AVENUE,SUITE C WESTHAMPTON BEACH,NY 11978 631.774.7355 WOOD POST&SS CABLE RAILING 12 121 NEW PATIO CONC. RETAINING WALL AT FINISH FLOOR NEW PATIO - ELEV. 37'-0" FINISH FLOOR ELEV. 37-0" PATIO C° -- -- - - 36' ELEV. 35'-8" - -- -- -- - 34' NEW GRADE _ LINE OF GRADE EXIST. GRADE BEYOND STAIR _ _ _ 32' 30 - - 28' - - -- -- - - - 26' BUILDING SECTION SCALE: 1/4"= V-0" SEAL: 4-FCRE D ARcti Pr,NES049 A� * (P 0 9 4CJ PROJECT NO. 1902 6485 NASSAU POINT ROAD CUTCHOGUE, NY 11935 DRAWING TITLE: Building Sections DATE: 07/10/20 DWG NO.: SCALE: 1/4" = 1'-011 A-304DRAWN BY: NCL 1 1 2 2 1 2 6485 NASSAU POINT RD, CUTCHOGUE, NY A303 A304 A303 A302 ADDITION A301 A301 DESIGN BY: ROOF PEAK, TO MATCH EXIST. (N) DORMER BARBARASCHNITZLER 220 OLD(E) ROOF PEAK, REPLICATE NEW SU FOLKONEW YORK 11956 R RD (N) DECK W/CABLE RAILING AT ADDITION A TOP OF RIDGE ARCHITECT OF RECORD: ELEV. 58'-11" LEE&CHESONIS DESIGN NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN. NEW YORK 11231 718.330.0471 STRUCTURAL ENGINEER: JAMES J.DEERKOSKI,P.E. 16 LIBRARY AVENUE,SUITE C NEW RED CEDAR ROOF 'I WESTHAMPTON BEACH,NY 11978 SHINGLES AT EXISTING STRUCTURE AND ADDITION !! ,/ ,/ IN IN \\ / \ 631,774.7355 201 FINISH FLOOR ELEV. 47'-7" 0 , FINISH FLOOR WOOD POST& CABLE RAILING N ELEV. 45'-7" NEW CONCRETE RETAINING JL \ / \ \ i / {I - WALL P \ / \ !' \ -_ 1 _ It \� // /�/ \\\ I--- N / \ ` // / \ `\ NEW WOOD DECK& PNTD. \ // \\ / // \\ ` o \ \ r` 11 1 I \ \ O O O \ RAILING, POSTS W/CAPS. 115 /11' 113 �'�6 105 04 \ 10 � I \ / i II I IN IN - \ / I I FINISH FLOOR ELEV. 37'-0" I k, 11' L II r :Ih ' I, � 1 '' I,( 'tI I 4 ��' ! it{' _Ik il' �\ /�' '��— ..►�'� I I � .�---� I I I l I I _ _ _---- t��j - tI J �--- _ i � AVERAGE NATURAL GRADE ' I ELEV, 32'-2" EXIST. GRADE NEW BASEMENT I I NEW GRADE I I EXISTING GRADE v ELEV. 29'-5" II II _ _ _ _ _ _ _ _ _ _ _ _ _ I T.O. CONC. SLAB N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 1 ELEV. 26'-10" L L L EXTERIOR ELEVATION - EAST ADDITION SCALE: 1/4" = 1'-0" NEW I_AP SIDING THROUGHOUT AT HEIGHT OF BUILDING: THE VERTICAL DISTANCE MEASURED FROM THE EXISTING STRUCTURE AND ADDITION AVERAGE ELEVATION OF THE EXISTING NATURAL GRADE ADJACENT TO THE BUILDING, BEFORE ANY ALTERATION OR FILL, TO THE MEAN HEIGHT BETWEEN EAVE AND RIDGE. AVERAGE NATURAL GRADE = 32'-2" HEIGHT OF BUILDING = 20'-0" TOP OF RIDGE (N)WOOD DECORATIVE VENT, ELEV. 58'-11" TO MATCH EXIST., PNTD. (N) DORMER ADDITION (E) ROOF , (N) DECK& CABLE RAILING MEAN HEIGHT `- ELEV. 52'-2" , j* FINISH FLOOR ELEV.47'-7" 0 FINISH FLOOR N o, SEAL: ELEV. 45'-7" N E D ARcy <U� PGHESON�`S` II L ill I I I' I CD 04 - 119 118 117 105 III CABLE RAILING N� y� 0 I i I I I RETAINING WALL AT NEW I III � I 'I .� i I; I'I I � � .I - '� I i I I I I _ I- I 'I - iJ l_„ � I C I I I PATIO O j ll I " I I I FINISH FLOOR PROJECT N0.1902 T.O. FOUNDATION ELEV. 37'-0" ELEV. 36'-1" ! I 6485 NASSAU POINT ROAD � 1 I j �, kl 111 ; �1{il' I 'I �!i I I,I �l` I ,I ; I '' I ; , �I 'i I ,I Il�f�! II CUTCHOGUE, NY11935 f�lil -I�- - 1N 1! - IL� {iI! / \ 1 AL GRADE ' �' !' I I '' I I AVERAGE NATURAL GRADE IN ELEV. 32-2 AVERAGE NATURAL e•> 11 IL FF I '� ELEV. 32'-2" I�,'', I 1i Exterior Elevations lr I I11�JIjr �-.r�� I' � I • �'I I I I . .;�1. �1�. 1 1, I I�� I_,I , 1 EXISTING GRADE - I \ II / - - - -- - - - - -- -- -- - - _ , EXISTING GRADEELEV ELEV. 29'-5" cV T.O. CONC. SLAB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ — NEW WOOD DECK& PNTD. T.O. CONC. SLAB _ ELEV. 26'-10" �— — — —— RAILING, POSTS W/CAPS. ELEV. 26'-10" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DATE: 07/10/20 IjDWG NO.: EXIST, GRADE L � —i WOOD LATTICE PANELS, PNTD. — --- NEW GRADE W/VERTICAL ORIENTATION SCALE: 1/4" _ 1'-0" L.�/� O i A N BY: NL CONC. RETAINING I C--------- - - - -- ---- EXTERIOR ELEVATION - SOUTH WALL SCALE: 1/4" = V-0" 6485 NASSAU POINT RD, CUTCHOGUE, NY 2 1 2 2 tA304 1 A301 A301 A302 A303 A303 DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD ADDITION NEW SUFFOLK, NEW YORK 11956 ROOF PEAK, TO MATCH EXIST. ARCHITECT OF RECORD: (E) ROOF PEAK, REPLICATE LEE&CHESONIS DESIGN AT ADDITION NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 I 718.330.0471 NEW RED CEDAR ROOF SHINGLES AT EXISTING STRUCTURAL ENGINEER: STRUCTURE AND ADDITION JAMES J.DEERKOSKI,P.E. 16 LIBRARY AVENUE,SUITE C (E)WOOD VENTS TO REMAIN, I WESTHAMPTON BEACH,NY 11978 CHANGE FROM ACTIVE TO I 631.774.7355 DECORATIVE (SEAL.AT INTERIOR) (N)WOOD DECORATIVE VENT, TO MATCH EXIST., PNTD. I TRIM & GUTTER DETAILS AT ADDITION TO MATCH EXIST. INSTALL EXIST. WOOD SHUTTERS, PNTD. REINSTALL II EXIST. WOODSHUTTERS, PNTD. Ili II I� I i 130 I'I 128 127 I I 126 II 124 � 123 � 120 II I I i I lL FINISH FLOOR - ELEV. 37'-0" a -- ------------- - I� EXIST. WOOD TRELLIS TO REMAIN { { NEW WOOD RAILING AT EXIST. PATIO a ' PNTD. ► II �' - I I ` �;i i-� lrrj� EXIST. STONE WALL I II ——____ CONC. SLAB II -- -----L ————————— -- ELEV, 26'-10„ REINSTALL EXIST. WOOD SHUTTERS, PNTD. I I — ----—— III - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �-❑T— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EXIST. GRADE NEW GRADE ADDITION NEW WOOD STEPS 1 EXTERIOR ELEVATION - WEST & ENTRY PORCH SCALE: '1/4" = 1'-0" J L NEW WALKWAY (BY OTHERS) NEW LAP.SIDING THROUGHOUT AT EXISTING STRUCTURE AND ADDITION (N) DORMER AND DECK SEAL: Eg ESON,s i FINISH FLOOR_ N9�' �29 ELEV. 47'-7" FINISH FLOOR ELEV. 45'-7" - -_ - __ PROJECT NO.1902 6485 NASSAU POINT ROAD ! __ 11 I I I I i 'l i CUTCHOGUE, NY 11935 _ ADDITION BEYOND r Le EXIST. OUTDOOR SHOWER ❑ I DRAWING TITLE: Exterior Elevations FINISH FLOOR ELEV. 37'-0" DATE: 07/10/20 DWG NO.: REINSTALL EXIST. WOOD SCALE: 1/4" = 1' 0"y SHUTTERS, PNTD. A-402 2 EXTERIOR ELEVATION - NORTH DRAWN BY: NCL SCALE: 1/4"= 1'-0" I " DOOR SCHEDULE WINDOW SCHEDULE 6485 NASSAU POINT RD, CUTCHOGUE, NY I to I , Door# Room Material Size* (W X H) Description Window# Floor Room Operation Size* (W X H) Comments WATERPROOFING I DESIGN BY: MEMBRANE OVER FLASHING i 001 Open Basement 005 Wood Clad/Glass 5'-4"x 6'-8" Exterior, Double Inswing 001 Basement Open Basement 005 Double hung 32"x 54" Concete opening BARBARASCHNITZLER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 METAL FLASHING i 002 Bathroom 004 Wood 2'-4"x 6'-8" 002 Basement Open Basement 005 Double hung 32"x 54" Concete opening 003 Laundry 003 Wood 2'-8"x 6'-8" 003 Basement Bathroom 004 Awning 32"x 28" Concete opening ARCHITECT OF RECORD: LEE&CHESONIS DESIGN 004 Mech Room 002 Wood T-0"x 6'-8" 004 Basement Laundry 003 Awning 32"x 28" Concete opening NIDA CHESONIS LEE TRIM PROUD OF LAP — ! 14 VERONA STREET SUITE 3D SIDING 005 Mech Room 001 Wood 3'-0"x 6'-8" 101 1s'Floor Bedroom 103 Double hung 41"x 50" Existing framed BROOKLYN, NEW YORK 11231 opening, size VIF i` 718.330.0471 :r 101 Living Room 104 Wood Clad/Glass 2'-6"x 7'-O" Exterior 102 111 Floor Bedroom 103 Double hung 41"x 50° Existing framed opening, size VIF STRUCTURAL ENGINEER: st Existing framed - - g -- ---- 102 Living Room 104 Wood Clad/Glass 5' 4"x 7' 0" Exterior, Double Inswing 103 1 Floor Living Room 104 Double hung 49"x 50" opening, size VIF JAMES J.DEERKOSKI,P.E. 16 LIBRARY AVENUE,SUITE C Casement, Windows 08, 09& 10 WESTHAMPTON BEACH,NY 11978 103 Living Room 104 Wood Clad/Glass 2'-6"x 7'-0" Exterior 104 111 Floor Kitchen 106 outswing 32"x 54' mulled in field 631.774.7355 '—' —f 1 104 Entry Hall 107 Wood Clad/Glass 5'-4"x 7'-0" Exterior, Double Inswing 105 111 Floor Kitchen 106 Picture, fixed 53"x 54" Windows 08, 09 & 10 mulled in field sc Casement, Windows 08, 09 & 10 105 Master Bedroom 110 Wood Clad/Glass 5'-4"x 7'-0" Exterior, Double Inswing 106 1 Floor Kitchen 106 outswing 32"x 54" mulled in field 106 Entry Hall 107 Wood Clad/Glass T-4"x T-0" Exterior 107 11 Floor Kitchen 106 Picture,fixed 51"x 54" 107 Dining Room 105 Wood Clad/Glass 5'-4"x 6'-8" Exterior, Double Inswing 108 1s'Floor Kitchen 106 Double hung 29"x 44" 1 '1 SOUND BATT WOOD CLAD WINDOW 108 Bathroom 102 Wood 2'-0"x 6'-8" 109 1 st Floor Kitchen 106 Double hung 29 x 44 INSULATION, TYP. ,j SOUND BATT PER SCHEDULE TYP. 09 - _ 110 1st Floor Kitchen 106 Double h 4 INSULATION, 1 Bathroom hung 29"x 4" NSULAT I� I hr om 102 Wood 2' 0"x 6' 8" g II,I j 2 x4 WOOD STUD @ „ �I; 110 Bedroom 103 Wood 2-10 x 6-8 Double 111 1 Floor Kitchen 106 Double hung 26'x 44 16" O.C., TYP. 16" O.C., TYP- III 2 x6 WOO 111 Bedroom 103 Wood 2'-6"x 6'-8" 112 1 Floor Kitchen 106 Double hung 26"x 44" WINDOW NAILING FIN i - st Floor Pant 108 Double hung (1) LAYER 1/2 GWB, SECURED TO SHEATHING, 112 Bedroom 101 Wood 2'-6"x 6'-8" 113 1 Pantry g 32"x 54" BOTH SIDES, STAGGER TYP. ALL JOINTS I 113 Kitcen 106 Wood 2'-6"x 7'-0" 114 1st Floor Master Bedroom 110 Casement, 32"x 54" Windows 18, 19 &20 I outswing mulled in field Is' Windows 18, 19&20 PRESSURE TREATED i 114 Kitcen 106 Wood 2'-6"x 7'-0" 115 1 Floor Master Bedroom 110 Picture, fixed 53"x 54" mulled in field ;FYI LUMBER AT WHRE IN I r;• CONTACT W/CONC. st Casement Windows 18, 19 &20 115 Pant 108 Wood 2'-8"x 7'-0" Pocket door 116 1 Floor Master Bedroom 110 32"x 54" 1 LAYER 1/2"GWB, `�� !'" �' O I I ' ; outswing mulled in field BOTH SIDES, STAGGER SEALANT OR GASKET LAP SIDING, INSTALL PER l ALL JOINTS '' UNDER BOTTOM PLATE MANUF. SPECS 116 Powder Room 109 Wood 2'-4"x 7'-0" 117 13T Floor Master Bedroom 110 Double hung 32"x 54" AIR/WATER/VAPOR— st BOTTOM OF GWB HELD BARRIER OVER SHEATHING i 117 Master Bedroom 110 Wood 3'-0"x 7'-0" Double 118 1 Floor Walk-in Closet 111 Double hung 32"x 54" - UP FROM SLAB I - q EXTERIOR SHEATHING 118 Master Bedroom 110 Wood T-6"x 7'-0" Double pocket 119 13t Floor Master Bathroom 112 Double hung 32"x 54" . j SLAB I st• � ' 119 Master Bathroom 112 Wood 2'-10"x 7'-0" 120 1 Floor Master Bathroom 112 Double hung 41"x 54" 120 Master Bathroom 112 Wood 2'-4"x 7'-0" Pocket door 121 1st Floor Master Bathroom 112 Double hung 32"x 54" I - � INTEIRIOR STUD PARTITION INTERIOR STUD PARTITION sc 201 Faml Room 203 Wood Clad/Glass 2'-8"x 6'-8" Exterior 122 1 Floor Walk-in Closet 111 Double hung 32"x 54 SCALE: 3' = 1' 0" FIRE RATING: NONE SCALE: 3"- 1'-0" FIRE RATING: NONE y 123 1s'Floor Master Bedroom 110 Double hung 41"x 50" _ 202 Famly Room 203 Wood Clad/Glass 5'-4"x 6'-8" Exterior, Double Inswing g 203 Famly Room 203 Wood Clad/Glass 2'-8"x 6'-8" Exterior 124 1st Floor Entry Hall 107 Double hung 41"x 50" PARTITION TYPES TYP. WINDOW HEAD & JAMB 204 Office 201 Wood 2'-6"x 6'-8" Pocket door 125 1st Floor Dining Room 105 Double hung 41"x 50" Existing framed SCALE: 3"_ 1'-0" 2 SCALE: _ - 205 Bathroom 202 Wood 2'-0"x 6'-8" 126 1 Floor Dining Room 105 Double hung 41"x 50" opening, size VIF 206 Guest Bedroom 204 Wood 2'-8"x 6'-8" 127 1st Floor Living Room 104 Double hung 41"x 50" 128 1st Floor Living Room 104 Double hung 41"x 50" Existing framed 129 1S1 Floor Bedroom 101 Double hung 41"x 50° opening, size VIF 130 1st Floor Bedroom 101 Double hung 41".x 50" _ Existing framed opening, size VIF 131 1st Floor Bedroom 101 Double hung 41"x 50" Existing framed opening, size VIF 132 1 st Floor Bathroom 102 Double hung 39"x 50" PAVERS- 201 2"d Floor Office 201 Double hung 41"x 50" FINISHED 202 2nd Floor Guest Bedroom 204 Double hung 41"x 72" GRADE 203 2 Floor Bathroom 202 Casement, inswing 14"x 39" ° - - 4 LU --_ --__- - _- --_--- LJ ' J - - ----- Q ---- --- a ROOF JL JL --- - NEW RISER EXIST. RISER - --; -- O FINISHED 1-1/2" 1-1/2" 1-1/2"� 2"� 4" - - --- a NO. 4 REBAR GRADE SK LAV I � I I I I @24" O.C' — ' ° -- i WC I BATH � ' l - - ---- Wr� rn - -- BAR I I BATHROOM I I I I I 2ND FLOOR I LJ NO. 4 REBAR --I LJ LJ SEAL: 1-1/2' 2" 1-1/2" 3" J L J L J L 24" O.C:. — — -- ° - -_ -----__ C'0'I 4„ ROOF NEW RISER NEW RISER NEW RISER � FtEDgRcy -- - d _ -- ---- ---`r ------r-- � �PGNESO � ----- — I I _ --- --I I ' I I I 1-1/2"I 4" r i r i I I 1-1/2"I 2"1 4" 1-1/2"I 1-1/2"I 2"I 4" I 1-1/2"I 1-1/2" 1-1/2"j 1-1/2"1 1-1/2"I 2"I 4" N LAV i i SK j i t LAV j LAV i j LAV i i 02 40 d°Q i i WC I I BATH I i i I WC i i WC - SH I Wi DDW i SH I WM ' ' ' ' I 1ST FLOOR i I BATHROOM KITCHEN I i i BATHROOM i POWDER Li _J PROJECT NO.1902 NO. 3 REBAR �" 2" i 1-1/2' 3° J 2 2" i 2" i 1-1/2' 1-1/2' 1-1/2' 3" 1-1/2" 3- @ 12" O.C. 1' 8" $" $" C.O. I C.O. C-01 I 6485 NASSAU POINT ROAD d 4„ 3 4" 4" CUTCHOGUE, NY 11935 ° -----------T-------i--- a 4 r---------T---- 4 DRAWING TITLE: 00 n ° d n 2 �2 1-1/2"j 1-1/2"I 1-1/2"I 1-1/2"1 2": 4" Schedules ° SK I i LAV I 13" Partition Types, WM WC I F.A.I. SanitaryRiser Diagram NO. 3 REBAR BASEMENT LAUNDRY SH i I BATHROOM @ 18" O.C;. 3'_p" 2" 1-1/2" ------- — -- 2" i 1-1/2" 3 DATE: 07/10/20 DWG NO.: C.O.� 3„ C.O.I ------- -------- 4 SCALE: AS NOTED A-501 8k TO APPROVED DRAWN BY: IN SEPTIC SYSTEM --- ------- _- 3 RETAINING WALL SANITARY SYSTEM RISER DIAGRAM SCALE: 1-1/2"= 1'-0" 4SCALE: NTS 6485 NASSAU POINT RD, CUTCHOGUE, NY DESIGN BY. BARBARA SCHNITZLER CiENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE a PLAN CONTENTS: OLD FHARBOR RD FOLK, NEW YORK11956 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL NEW 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING ARCHITECT OF RECORD: When a collar tie is used in leu of a ridge stra the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES g P• cl LEE&CHESONIS DESIGN CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL- 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) NIDACHESONIS LEE TOP PLATE 10'WALL: 4 8d COMMONRAFTER TOE-NAIL 14 VERONA STREET SUITE 3D TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) BRooKLYN, NEW YORK 11231 1).The information within this set of construction documents is related to basic design 2). RAFTER-TO WALL ASSEMBLY: intent and framing details.They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH 718.330.oa71 TO TOP PLATE 10'WALL-48d COMMON JOIST TOE-NAIL for generally accepted goad building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters STRUCTURAL ENGINEER: State(building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall to late and the wall to late shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC, 2016 NYS UNIFORM SUPPLEMENT p p p p JAMES J.DEERKOSKI,P.E. construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-_SBC LAP NAIL 16 LIBRARY AVENUE,SUITE C sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST IAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES WESTHAMPTON BEACH,NY 11978 OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES s31.774.7355 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 60 COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state,county and local codes,ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below, the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should)be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 -8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations,or lapped under construction means, methods,techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work.There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT. C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 -16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMON EA, SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 -16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c. at the panel edges and 12"o.c. in the field, and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c. at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases, shelving, pantry,closets, trims, etc. edges and 10'o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A -STANDARD STICK FRAME CONSTRUCTION 8).Wi'nd load requirements shall be taken into account during construction. PLATE TO STUD 3 -16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO. FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 -16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 1).The General Contractor and Mason to review plans,elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7 . INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD , FLOOR FRAMING: HAZARDS Allowable sidewafl lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 11 YES 3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or mason walls occurin In exterior or unheated interior areas. 4-8d COMMON masonry g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall 2 -Bd COMMON with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12"o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 s.i..Concrete to be 2-8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6"O. 8d COMMON 6"O.C. SEE NOTES: 1,3 g e TO JOIST END NAIL @ @ 9 CATHEDRAL CEILING ASSEMBLY: SEE NOTES- 1 6 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs )• BLOCKING TO: EACH TOE " " ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE 2 FOR PANEL FIELD 6"maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6). Crawl spaces to be provided with a minimum 18"x24"access opening. Install one along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP 3 - 16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES: 1,3 8x16 east iron foundation vent for every 150 sq. ft. of area. attached with the above requirements. TO BEAM JOIST NAIL NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 -8dCOMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvanized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 2 . Girders for deck of BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. ) joists to be bolted to each post with washers and nuts. 2- 16d COMMO Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES " " g F SHEATHING:N 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 Ion anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3)_ Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QT'- SPACING 3).Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12"dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM -SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors,walls,ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) GYPSUM 7" O.C. EDGE Sd COOLERS 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE: 3 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir. where needed. 4' EDGE ZONE 8..COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE: 2 FOR PANEL FIELD Bearing wall headers to have (2)jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0 . FIELD INTERIOR ZONE openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blacking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC PLUMBING NOTES be used. anchors where applicable to all connecting joists. " " 7/16 OSB 3 O.C.EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD COMMON 6"O.C. FIELD 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD Sd COOLERS 10"O.0. FIELD 2 .Vera septic stem with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. SEAL- 7). Provide 2 -1-3/4"thick microlams (height to match floor joists) around stairwell and/o ) P system g ty P pp FLOOR SHEATHING: other access openings unless otherwise noted (typical). 1 . PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL ) �OF NEW y JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. ? DEC 0 where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C. EDGE 3). INSTALL 1 -Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. * Y °sue 8d COMMO " 1"OR LESS 12 O.C. FIELD HVAC SYSTEM NOTES Section R602.8- FIREBLOCKING REQUIRED 9). Provide blocking bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists under all bearing walls. NOTES' Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) �� ,,; � :.• 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety and to form an effective fire barrier between stories,and between a top story and the roof space. o 725 requirements. Fireblockin shall be provided in wood-frame construction in the following locations. ARO � P� 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g ��g1o� needed.. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1). Nailing requirements are based on wall sheathing levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 PROJECT NO.19M CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 6485 NASSAU POINT ROAD 12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural CUTCHOGUE,NY 11935 adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, over subfloor as per manufacture's instructions. T).All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to naintain load path. drop ceilings and cove ceilings. 13). All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and 2).When wall sheathing is continuous over connected 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces DRAWING TITLE: ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8, N.Y.S. Residential Code. to have regular 1/2"sheetrock. All walls to be taped and finished. to be reduced tot - 16d nail per foot. Structural Notes 3). All electrical work to comply with 2014 NEC. 4). At openings around vents, pipes and ducts at ceiling and floor Level, to resist the free passage of 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTION: flame and products of combustion. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 1). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 5). For the Fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code. TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL 16).All sill plates and wood in contact with concrete to be pressure treated. Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. DATE: 07/10/20 DWG NO.: 2). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR NOTE: SCALE: NTS S-001 DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY DRAWN BY: NCL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 6485 NASSAU POINT RD, CUTCHOGUE, NY WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS DESIGN BY: BARBARA SCHNITZL.ER 220 OLD HARBOR RD NEW SUFFOLK, NEW YORK 11956 USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ARCHITECT OF RECORD: LEE&CHESONIS DESIGN NfDA CHESONIS LEE 14 VERONA STREET SUITE 3D KIND ST'JCS BROOKLYN, NEW YORK 11231 718.330.0471 STRUCTURAL ENGINEER: • ENDVIALL CRIPPLE STUD V RAFTER ALL STUD JAMES J.DEERKOSKi,P.E. • • 60TTO+.1 PLATE 16 LIBRARY AVENUE,SUITE C WESTHAMPTON BEACH,NY 11978 R:DGE BATHTUB 631.774.7355 • HEADER LEDGER DOJD L E JOIST SIDEVIALL RA=T=R JACK STUDS rf 'o ___o F LOOR JSP NUMBER DESC R='T ICN APPLICATION HOLD DOWN CONVECT TO 1 S,DE OF ALL CORNERS i'ST. A.OSS ANCHOR TO FOUNDATION Ye'/ ANCHOR BOLTS CONNECT TO 1 SIDEVV OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION JSP NUMBER DES'RI?TICK ApaLICATIOV CATION USP NUlABER DESCRIPTION APPLICATION ff2XI ER SIZ= USP NUMBER DESCRIPTION APPL1CA.'ICN SUPPORT EACH-! WALL RUNNING PARALLEL 114TH THE FLOOR \ IIOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOD e � ROOF LSTA2� 1-1 4"x24" 20 c. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION V01H (2) JOISTS. UNDER WAL L. 21JD. ADS ANCHOR PLATES OF 1ST_ FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD / g -2x8 LS26 8go. SLOPE HANGER APP,.Y TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 'HE FLOORS TO EACH OTHER 1''1/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOt1N ANCHOR APPLY TO EACH CRIPPLE STUD D LS210 '8go. SIOPE HANGER APPi,Y TO EACH RAFTER / LEDGER DLOCKIN;v @24"OC WALL STUD / THROUGI -ROOF EXHAUST VENTS SF:FC.TFD AND LOCATED BY CONTRACTOR META'_ STRAP VENTILATION CANNEL AS REQUIRED RIM BOARD RATER SILL PLATE(S) ' RAFTERS MANTA N ' VENTILATION 0 .1 . ., WOOD JOIST FOUNDATION • ' TOP PLATE BLOCKING ` - - - 2x4 LEDGER BLOCKING STAFFING TO BE ATTACHED TO WAIL STUDS C48"OC 2x4 SOFFIT JOIST ATTIC SHALL 6E PRC`,4DED Wv l'ti A AND ALL V,'NDOV!/DOOR 0? NIVG JACK STJGS MINIMUM NET FREE VEN11LATING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER i THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4.0" O.C. �/ SHALL BE CO`,IERED W'TH CORROSION- O`JTN. SCR_ENED VCNT - 8" LSTA24 1-1/�"x?4" 20go. STRAP AND JACK STUDS ' RESISTANT META! MESH WITH MESH CONTIN. SO^FIT / EXT. PLrti^1COD ON ALL OPENINGS �� OPENINGS OF INCH IN D'u NSOV. INSTALL 4'0" O.C. LOCATON JSP NUMBER DESCRIPTON AP?JCATON SOFFITED [AV,-- 4" 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS �CNNECT TO ON ALL OPENINGS / ��`� 4" - f:" RAFTER RT10 0-3/G' x 18ga. TYCOi"."d ANCHOR EACH�RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND i INSTALL 4'0" O.C. ;CNN�RA TO OVER BEARING V,ALLS AND HEADERS 14" - 1G" LSTA..36 1-1/4"x36" 18ga. ST?AD AND JACK STUDS i ' 3" - 12" RA:T£R RT20 21-1/8" x 209c. TYDOW''N ANCHOR .ACH RAFTER ON ALL OPENINGS 2ND. FLOORpp p RAFTER SNOOD JOIST TOP PLATE GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOO'ST AND ALL AIN`JO'N/DOOR OPENING JACK STUDS WALL STUD — FLOOR JOST DEPTH JSP NJI:'BER DESCRIPTION AD?LIGATION INSTALL 4'0" O.C. 4" - 8" LSTA36 '-1/4"x36" 1890. STRAP AND JACK STUDS LOCA7ON USP NUMBER DESCR:,';ION APPLICATION ON ALL OPENINGS CONNECT EACH ALL JOISTS CONNECTED TO A FLUS'' HEADER TO BE SUP-ORTED W1T-4 RAFTER/PLATE RTtS TYDOVdV ANCHOR THE IF ABLE, SET F:R J IS S AaROX.TI/2 EELCONNECTOR. LVL HEADERS INSTALL 4'0" Q.C. RAFTER TO PLATE 8" - 16" M1STA48 1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE GUM:)' OUTS ON ALL OPENINGS PLATE/WALL SDTH4 STUD FLAT= ANCHOR PLATES TO EACH STUD DDL. SILL PLATE TERMITE SHIELD (----- SILL GASKET e ♦ CONC. SI.AB ` �% I TYP. CONC. FOUNDATION ( A 6 MIL. POLY - y DAVPPP,OO7 EXTERIOR 6MIL POLY ON EXTERIOR V GRANULAR FILL , , , ' 3 • y s STEEL COLUMN I ' `•Q .e A000 • C • d - e. -e v ♦ CONC. SLAB I '° - �s ° r % e v ANCHOR BOLT EM3 DM_dT: // n � �'4 POUR=D COVCR=TE: 7" � •4 b COMPACT FILL se � BLOCK WALL: 15" %` KEYWAY FOOTING a V p 4 3 � ° ` �'a c- a CONC. FTG. •4 . USE Q•4 L e' r y A o • • O ANCHOR BOLT CONNECTION l aH 3x3 SOUARC VABSHERS SEAL: (US LB PS58 OR B P5 3) Q REINFCRCING BAR �CUNDATION WB_ D'A. ANCHOR BOLT DRAIN TLE • p • ANCHOR BOLT CONNECTION SJP=ORTiNG MAX_VJIJ' S:3AC'111G SILL PLATE TO FOUNDATION ,` � ` Ef�YO,p (CRAW, SPACF OR FOUNDATION) T STORY 72" OC �`a.,y,,,.�� O c SILL PLATE TO FOUNDATION T z " r TY'31 AL CONC. FOUNDATION. APPLY PILASTERS 2 S CRIES o 0C * 7 A K'HERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x'2" CONC. FTC. CRA.;^._ SPACE OR FO'UNDATION 'NALL BOTTOM PLATE TO FOUNDATION Z � �c;ALB-ON-GRADE 1-2 STORES 57" OC (P� QA 2 02� 1 04 �, �—SUB FLOOR CONC. SLAB DOOR FRAME 6X6 10/10 th"'M i GARAGE JOIST PROJECT NO.1902 COMPACT FILL USE 2X8 FOR BLOCKOUT STEEL BEAM 6485 NASSAU POINT ROAD 4' SLAB I _ CUTCHOGUE,NY 119'35 W/ 6X6 WMM 1-1 ' SLOPE • P.T. PLATE M 4"DRIVE6'!AY --ram. NOTCH JOIST AND ADJUST HEIGHT �% < 1 ° (NATH A NAI'_ING PLATE IF NEEDED) i KS Q 4• " .° - • - s • :• - •'.• . ' TO BE APROX. 1/2" OR HIGHER THAN GRADE •� Q -,Cr----� --- o`4 'o e' ° - STEEL BEAM TO ALLOW FOR SHRINKAGE * d * d * C ° O ° • • • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) DRAWING TITLE: .t A- _ _ _ _ Q I I I • 4 • • • 6X6 W.W.M. — •^ e ° =�11 • 4 e a 4 ° I = Structural Details 12" a 'c "e c o 4 • O ° , I r----SUBFLOGR Q REINFORCING BAR :• O•.°.e OIST • O a REINFORCING BAR GRAIN TILE I�--�12- I . � �FEEL BEAM e•! e PLATE (BOLTED TO BEAM) TYPICAL CONC. MONO-ITHC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. '• • REINFORCE FOOTING V07-i (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT DATE: 07/10/20 DWG NO.: SCALE: NTS S-002 DRAWN BY: NCL i 6485 NASSAU POINT RD, CUTCHOGUE, NY f j I I it DESIGN BY: I I BARBARA SCHNITZLER 1 2 1 2 2 1 1 rc" I ? i • I' 220 OLD HARBOR RD A401 A301 A301 A302 A303 A304 A303 NEW SUFFOLK, NEW YORK 11956 ' ..A' I I I if ARCHITECT OF RECORD: INTERIOR WALE FRAMI O, 2x 'U. . .f LEE&CHESONIS DESIGN ADDITION t�.. 4 ON NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 718.330.0471 tZ" 'I STRUCTURAL ENGINEER: I t JAMES J.DEERKOSKI,P.E. - - - - --- - - - -- --- - - - - -- - - -- -- --- " y ;1 16 LIBRARY AVE NUE,NUE,SU ITE C 0N BEACH NY1 1978 31.774.355 j- ILI 37'-11„ E LINE OF,WD. DECK ABOVE 2 ;; i I 12'-8:, I I 1, t - -� - - A. CONC. PIER wl2'x2'x1' i- -- FTG 3FT BELOW GRADE I I II 8'-9" e 8' REINFORCED CONC. FOUNDATION i � ✓ i - -- - - --i t�.i I ' WALL w/ 16'x8' CONC. FTG. I I (2)#4 REBAR, MIN. 3FT BELOW GRADE ON UNDISTURBED SOILa I � I IQw ¢ w I __ CONT. 2" RIGID INSULATION OR EQUAL ❑ 9 ❑ --- ---------------- IN fN 5 - - - I -- - - 4"THICK REINF. CONC. SLAB OVER CONT. _IN (� DOUBLE 2x8 ACQ @ 16"O.0 T I VAPOR BARRIER OVER GRAVEL OVER i ! I COMPACTED SOIL. TYP. THROUGHOUT. I _ ILLU , I SIN I LO ILL z III A_ j 41 0I 2 . -- ❑N——i@o—� -o7 � �r N- J N;li—,XNp❑@l�I,, ::..I:..:,.-.-:.—,:I-;..r;;;:��❑oN1:: ,.i�IIIIIiIIII�IIIIIIIIII .iI.._;..•.•.`--t�'�!6IfIIII6GIII;',;I�PI.P II;I:'i:iI,!; - 2 ---- V;IIs.-,»s,;e:8 1 - @❑ 2-- _'-9_-"—-- I CD 6:•'--0-" X -- — ------------------------ ----- --'—— ---.—------ --- 8" REINFORCED CONC -------- --- (2) 9 1/4 LV w/5/8' FOUNDATION WALL w/ 16"18" .,_—'.:—:-•—_-I —'VIII'II'II I I({Lh,��IfIIfI�I' iT�Ljs— '•� :1i�1iII 1II;IiI'IIIIIlII iIIIIIII�I1iiI'IIIItIIIIiIIIIIIIIIIIIIIII - - A I--;IiIlII Z- flCONC. FTG. 2x8 ACQ@16"O.C. (2)#4 REBAR OSTEEL FLITCH PLATE ro LALLY COLUMN UNDER POST, 2'x2'x1' FTG. W/(3)#4 REBPR EACH WAY ILL ILL N BEARING WALL- (INSTALL 12"x16"CONC G CDo w (3)#4 REBAR UND R) xN i ::..... ... ... . lu MUM ZX . .... ...... 9' 0"10'-0" (3)2x10 D # N � ;' II 7 2 wU w ILL A402 O N LL p LL _x N x •'1' ' ' 1' I: -1/4 LVL w/(2) 5/8") ------------------------------- ---- N ` A32 8" TYP. c� A400 21 i1 2x10 D # FJ@12"O.C. -IN ' � .' , ., , 10 SEAL: nrmZ* � O� U „ADDITION 0 Lij E Ce�wk � I SS0A 22'-3" 15-0" PROJECT NO.1902 6485 NASSAU POINT ROAD CUTCHOGUE, NY 11935 L L DRAWING TITLE: Foundation Plan Y!Oti'A �& Basemernt Framin g Plan FOUNDATION PLAN SCALE: 1/4"= 1-0" DATE: 07/10/20 DWG NO.: SCALE: 1/4" = 1S-101 DRAWN BY: NCLJ 6485 NASSAU POINT RD. CUTCHOGUE, NY "i DESIGN BY: BARBARA SCHNITZLER 1 2 1 2 2 1 220 OLD HARBOR RD 1 ' NEW SUFFOLK, NEW YORK 11956 A401 A301 A301 A302 A303 A304 A303 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN ADDITION S LEE TYPICAL WALL FRAMING: Na vERONAIDA OSNIREET SUITE 3D BROOKLYN, NEW YORK 11231 EXTERIOR WALL FRAMING 2x6 718.330.0471 - INTERIOR WALL FRAMING 2x4, U.O.N. STRUCTURAL ENGINEER: JAMES J.DEERKOSKI,P.E. - -- - - - - - --- - - - -- - - - --- -- -- - -- ---- - _ _- .. I 16 LIBRARY AVENUE,SUITE C i WESTHAMPTON BEACH,NY 11978 ____-==fir 631.774.7355 J I ' I Illl I 01" 14'-; 2 T-4" 6�_�� 2 I AREA OF NEW FRAMING - ABOVE EXIST CEILING. j -- __. _.. 3 1-3/4 x 9-1/2 LVL HDR EXIST. CEILING. TO REMAIN ) ( AREA OF NEW FRAMING 1 o f) r ABOVE EXIST. CEILING _ FRAMING p RETAINING WALL: I X I� 8 POURED CONC. WALL SIN L N w/ 16"x8"CONIC. FTG. w/ I (2)#4 REBAR. BOTTOM ! 1 I I I, WOOD DECK I OF FTG. 3 FT BELOW (3) 1=3/4 x 11-7/8 LVL BEAM — l.) ---(3)9-1/2 LVL HDR-- GRADE �!I �I II �I 1 I o , I I IIII I = I 2x10 DF#2 @ 16"O.C. C6x8.2 STEEL @ 16 O.C. in ill \ C \ x to N j L0 jjIII `III I' ti i I M III' II I ! 1 I U - - (3) \ / 2x10 DF#2 HDR (3)2x8 HDR 3 9-1/2 LVL HDR II J O b O U w (0 ' I I -- -- -- L cn � Ua (2)2x POST II co 00 II _ x x U i N 1 N l 1 v of p (2) 9-1/2 LVL HDR -.N Ili ( j 04 BEARING SIN M �t 1 I i L0 L IN I U _I (2)2x POST Q A302 � =@ U ' 2x6 16"O.C. U 2x6 @ 16"O.Cij II I' o —_---_---_---_ ---i' V- III - ---- N (SL PED) L- (SLOPED''I - - --I ; I 2 J (2) 1-3/4 x 9-1/2 LVL I J � I A402 lil� - 1 J > Y U QII I'I N `) (2)2x POST _N CJ M w O in 1 rn 1 p j 0 cV m i SIN 1 xof = 1 N N 0 CV � - - -- - - -- -- - - v - - i O 9-1 LVL 1 - -- 1 rl' -- U a ''1 o rl �(2) 2x POST - -- - --- -- ----- --- (2)2x12 DF#2 I'I 3 �/? i � D 1„ (3)2x8 HDR (3) 2x8 HDR (3)2x8 HDR j p ------------ ;II. 3 62 �I w III s' I -8" R.O. "I N Ij II c0 � x 111 _ 2 00 M A401 II � I U I l jl I jli I I ,I, l 6x6 ACID POST --N------- 6x6 ACID POST I' w 3 2x10 GIRDER r CONTINUE TO i o IN COLUMN, O �r.1 1 IN COLUMN, 00 I l' - - N BELOW o i i Q CONTINUE TO I II I ILL o = BELOW I - - l X L�`V N N 1 1 5' 11" N -7.4„ I,,II - c - I N II I - N r I 1 0 I I II' 'fit I I' li -- 1 - Mx. i 1- i ^I II I = 00 �N - -- - _ @ M SEAL: ,. l l 2x10 DF#2 CJ 16' O.C. :- N 4-12" h P U � y JD f 0 �5 0 'per ADDITION C0 I Z _ I'' Z N -• L O 0 2' II 50 !III A � I. Rpm 10 P (3)2x8 HDR PROJECT NO, 1902 6485 NASSAU POINT ROAD CUTCHOGUE, NY 11935 1L i A402 DRAWING TITLE: Framing Plan First Floor iQ FRAMING PLAN: FIRST FLOOR z SCALE: 1/4"= 1'-0" DATE: 07/10/20 DWG NO.: SCALE_- _-__-1/4" =_1'-0° S-1 0 2 DRAWN BY: NCL 6485 NASSAU POINT RD, CUTCHOGUE, NY DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD 1 2 1 2 2 1 1 NEW SUFFOLK, NEW YORK 11956 A401 A301 A301 A302 A303 A304 A303 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN ADDITION TYPICAL WALL FRAMING: 114DVERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 EXTERIOR WALL FRAMING 2x6 718.330.0471 INTERIOR WALL FRAMING 2x4, U.O.N. STRUCTURAL ENGINEER: JAMES J.DEERKOSKI,P.E. 16 LIBRARY AVENUE,SUITE C WESTHAMPTON BEACH,NY 11978 631.774.7355 I I i I I I NEW DECK i ,I II 19'-4" I 1 - - - - - 9'-4-" - 10'-6" (VIF)- - - 17'-0" - 2 I - -- -f O 2x 3 2x8 HDR(3)2x8 HDR � � (2)2x I � I � 2 ( _ IPOST (3) 11-1/4i L HDR I II I I II I I ' I I `I I I II � I�; I � dill w, RIDGE END BEARING ON CHIMNEY. v Ii CONFIRM IN FIELD EXIST. CHIMNEY IS IN A CONDITION TO SUPPORT RIDGE. II , END OF RIDGE AND POINT it I I REBUILD AS READ. � LOADS TO BE BROUGHT x N I I DOWN THROUGH STRUCTURE POST 5-1/2 x 5-1/2 TO FOUDA ION/FTG. I PARALAM _I I o l 'r-------------- ------------ I o oXo N WE PLACE E EXIST. RIDGE - IN I' ICI I. I I � I - - - ------ ---------— — ------'----- ------ ----- --------------- ------- -- I p �I r IN -' i - A302 ILL. M I I I I I _ I I-J !�I I 2x 2 I I KNEE WALL A402 - - -- I i I � I I , I � I I I I I I 2 I I` A401 II I II II II II I II i i I I I I I I I I I I SEAL: O NE�,y Y ,�P D ERi 0 j r ADDITION r w's W Lu 50 L - - -- -- -- -- - - - - - - - - FESS PROJECT NO. 1902 6485 NASSAU POINT RO D CUTCHOGUE, NY 11935 1 A402 L L J L DRAWING TITLE: Framing Plan Second Floor 1 FRAMING PLAN: SECOND FLOOR Z SCALE: 1/4"= 1'-0" DATE: 07/10/20 �{ DWG NO.: SCALE: 1/4" = 1'-0" S-1 03 DRAWN BY: NCL I 6485 NASSAU POINT RD, CUTCHOGUE, NY DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD 1 2 1 2 2 1 1 NEW SUFFOLK, NEW YORK 11956 A401 A301 A301 A302 A303 A304 A303 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN ADDITION NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 718.330.0471 STRUCTURAL ENGINEER: JAMES J. DEERKOSKI,P.E. 16 LIBRARY AVENUE,SUITE C I WESTHAMPTON BEACH,NY 11978 II I 631.774.7355 EXIST. ROOF I EXIST. ROOF EXIST. ROOF I (2)9-1/2 LVL ------------------------- I - I� II'I NEW ROOF DECK I I' J I I I - - - -- -- ---- -- --N I I I I Ii III I I i i I I I LINE OF WALL BELOW, T YP. I I U a o i o I o I w I I a w O NEW RIDGE (2) 11-7/8 LVL I 0ct _- SISTERED TO EXIST. RIDGE I << EXIST. RIDGE I NEW 2x12 RIDGE w o w (1)2x I a x CL O I O N O J J J i ci I 1-3/4 x 11-7/8 LVL RIDGE O U o� I a i 1 U O A302 cD I O U) - -- - _ N f A402 '' I y << w I N o 2x12 LAYOVER PLATE o cli I I O 2 > A401 -I I I 0 0 i, I I I N I ti I X EXIST. ROOF EXIST ROOF I M i ! I 2x10 DF#2 RR @ 16" O.C. 2x10 DF#2 RR @ 16" O.C. I I I I SLOPE SLOPE SLOPE SLOPE I II I i I II 'i I I I I I I SEAL: I I i, U NEW Y ADDITION ro SLOPE SLOPE t11 -- — — -' — — — -- -- — — -- — �QA 0 V SSkCN` 1 PROJECT NO. 1902 6485 NASSAU POINT ROAD CUTCHOGUE, NY 11935 1 A402 DRAWING TITLE: Framing Plan Roof FRAMING PLAN: ROOF SCALE: 1/4" = 1'-0" Z ---- ---------------------- DATE: 07/10/20 DWG NO.: SCALE: 1/4" = 1'-0" S-1 0 4 "' DRAWN BY: NCL