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44063-Z
o��SOFMirir& Town of Southold 11/12/2021 P.O.Box 1179 PA 53095 Main Rd r' Southold,New York 11971 ' s CERTIFICATE OF OCCUPANCY No: 42513 Date: 11/10/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 5250 Vanston Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.40-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/19/2019 pursuant to which Building Permit No. 44063 dated 8/13/2019 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: single family dwellingwith partially finished basement enclosed porch and outdoor fireplace as applied for per ZBA #7243,dated 3/14/2019. The certificate is issued to Vanston Bear LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0096 10/21/2021 ELECTRICAL CERTIFICATE NO. 44063 7/14/2021 PLUMBERS CERTIFICATION DATED 7/7/2021 NINSoullas uth riz d gnature xrau. TOWN OF SOUTHOLD BUILDING DEPARTMENT y g ' TOWN CLERK'S OFFICE Wo . SOUTHOLD, NY zo 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#: 44063 Date: 8/13/2019 Permission is hereby granted to: Vanston Bear LLC c/o The Ayco Company . PO BOX 425 Saratoga Springs, NY 12866 To: construct a new single family dwelling as applied for per ZBA, SCHD, DEC, and Trustee Approvals. At premises located at: 5250 Vanston Rd., Cutchogue SCTM # 473889 Sec/Block%Lot# 111.-10-14 Pursuant to application dated 7/19/2019 and approved by the Building Inspector. To expire on 2/11/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,731.60 CO -NEW DWELLING $50.00 Riljininop $2,781.60 (L'Buildin� or OF S�UI's'ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 � o sean.deviin(cD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Vanston Bear LLC Address: 5250 Vanston Rd city;Cutchogue st: NY zip: 11935 Building Permit#: 44063 Section: 111 Block: 10 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MD Electric Inc License No: 4925ME 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 Garage INVENTORY Service 1 ph X Heat Duplec Recpt 62 Ceiling Fixtures 11 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 14 Smoke Detectors 4 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 3 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO 3 Transformer UC Lights 57' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 31 2'LED 2 V LED 1 Pump Other Equipment: 2_ Fridges, DW, Double Oven, Cooktop, Hood, Sky Light Motors, Shade Motors Notes: New House Two Story w/ Basement Inspector Signature: w Date: July 14, 2021 S.Devlin-Cert Electrical Compliance Form i Town Hall Annex �` t l � ; � ,�rF, +, Telephone(631)765-1802 54375 Main Road �l � ;f � Fax(631)765-9502 fa ,r P.O.Box 1179 ��, ry `�I t , ems,; ' ?�,�'.J,}zyG' s�,• Southold,NY 11971-09r9 -t j BUILDING DEPARTMENT - JUL 1 5 2021 TOW-K OFSQJ�.JZPJf OLD BUILDING DEPT. Teti C1,RTI11<~ D cC:° ATU0N Date:--- Building I3uildimg Permit 1q0. owneq, (Please priest) Plumber: (Please print) I certify that the solder used ie1 the wealcr supply systems contains less than 2/10 of 1% lead. (Plumbers Signature) — Sworn to before me this day of.. 20 Z Notary Public, Courtfr Nucc►o SA public SM a of Nevi VO& r Cualli ed In Suffolk('OUM3 A. ion.Exp'aes November(2 E C I 1. GY. Affidavit of 2015 IEC�Compliance Date: 2/10/2021 Inspection Address: 5250 Vanston Road, Cutchogue NY This is to certify that on 02/05/2021 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement. 402.4.1.1 Building Envelope Tightness: (Blower Door) Building infiltration rate neented in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 13676 Blower Door Test 1659 Conditioned Volume: 139220 Leakage in ACH50: 11 12.54 402.4.1.2 2015 IECC Compliance I PASS 403.2.2 Duct Sealing: (Duct Blaster Test) The Building duct and plenum syst /aseen tested by post construction test in test accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, meets the minimum requirement of: <4 cfm25oa ver 100 Ft2 of conditioned floor area. System 1:Bsmt Leakage CFM@25: Exempt Supply R-value: Exempt**** Return R-value Exempt**** System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: o CFM@25 I Leakage Limit: 1147 CFM@25 **** EXCEPTION-All ductwork and air handler are located within the building thermal envelope**** 403.3.3.2 2015 IECC Compliance: I PASS Mechanical Ventilation: As Tested: I ERv I Required: M1507 Compliance PASS Combustion Safety Testing: I Electric/Sealed See Attached Report Insulation and Thermal Bypass: Not Inspected Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 ��,,' +✓ Provider ID#1998-072 om Baccarella Certification#3587347 607-277-6240 Notice of independent Status.As per the requirements the 2025 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors (Raters) are not and shall not be owned, controlled by, or have shared financial interest with the owner of the project, the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third-party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg. 1,Suite B Miller Place, NY 11764 Telephone: (631)495-0289 Fax: (631)509-4538 Email: Info@NYBTG.com oe soulyOlo f TOWN OF SOUTHOLD BUILDING DEPT. Q co N 765-1802 INS.PECTION [ ] OUNDATION 1ST [ ] P11IGH PLBG. [ FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUL G -- REMARKS: (oln 0 DATE INSPECTOR qqoo> o�aOF SOUIyo0 # # TOWN OF SOU HOLD'BUILDING DEPT: `ycouNr+e�' 765-1802 NS_P EC O:N [ ] FOUNDATION 1ST [ PROUG- PLBG. ` [ ]-'FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ -] .-'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]' FIRE'RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: r DATE INSPECTOR flo0F S TOWN OF SOUTHOLD BUILDING DEPT. °`ccournr��` 765-1802 1 NSPECTION [ ] FOUNDATION 1ST [ ]` ROUGH PLBG. [/] FRAMING OUNDATION 2ND [ ] INSULATION/CAULKING' [ /STRAPPING Aft) [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ .]' FIRE SAFETY INSPECTION [ ] 'FIRE RESISTANT CONSTRUCTION [ ]= FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR Da0F Sogr, # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 765-1802 INSPECTION [ l FOUNDATION 1ST R UGH PLBG. [ ] FOUNDATION-21SID, [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [Vie-FIREPLACE & CHIMNEY - [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �P DATE �� O� INSPECTOR OF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 765-1802 INSPECTION [ FOUNDATION 1ST ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] CAULKING REMA KS: DATE INSPECTOR OF SOUTyO! Lf Lll �7 o / s 'si VOL ti o # TOWN OF SOUTHOLD BUILDING DEPT. - ou � �a� 765-1802 Kn, I N SPE CT I ON j ] FOUNDATION 1ST [ ]- ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING ` [ ] FRAMING /STRAPPING [ ] FINAL J[ ]--FIREPLACE & CHIMNEY' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: - C.O a _ /` e. VnA I A oM C �► e_C44� DATE O INSPECTOR ✓✓ s. TOWN OF SOUTHOLD BUILDING DEPT. �o • ,o `y�ouNne 765-1802 - INSPECTION [ ] ,FOUNDATION 1ST [ ] ROUGH PL13G. -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: ILA ,, Gt DATE A 0 INSPECTOR SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT:- 765-1802 INSPECTION . [ ]'FOUNDATION 1ST [ ] ROUGH PLBG. [ ]-FOUNDATION 2ND [ ] I ULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL tJD [ It-FIREPLACE & CHIMNEY, [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: A's �W[ kt4A-- AD 'Y Ste` �iV,99A 65-�-7) � t.vi f v I — vVl � - • lVEe= OgAvckCarTl v ICA��) c btu,kkP� u DATE INSPECTOR �o�aOF SOUTyo� L M V V 2 �`.J 'TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: &4vs- Aao we/,- /1/0, c-,A P) / oL r-e, k2 C, ct _ c _ on G DATE 2� INSPECTOR O�#'L— %f Soly # # TOWN OF SOUTHOLD BUILDING-,DEPT. `ycourm�F'` 765-1802 . INSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATTION/CAULKING [ ] FRAMING/STRAPPING [ FINAL Pell' �gQlfllFIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTIN [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �' Vvv 4 [/ l DATE INSPECTOR OE SOUIyo� H V" # # TOWN OF SOUTHOLD BUILDING CEPT. `ycourm ' 765-1802 ,1 N SPECTION [ ] 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: !mil DATE INSPECTOR Bunch, Connie From: John Sciales <john@hellogreystone.com> Sent: Monday, October 21, 2019 9:27 AM To: Jarski,John; Bunch, Connie Subject: Foundation Damp proofing at 5250 Vanston Rd. Permit#44063 & 44064 Foundation damp proofing installed by Scott Fenelon Greenergy Homes 631-329-5189 www.greener�yhoines.com x � r �3 w v v;r i ,rJR• � �•� EnSY P� - .. -r� .fit•. J_ SvvwP. - �•. r.. O �A E?'g, Regards OV, RDD E Q�Lp- A 7 2020. A BENSONWOOD: BLTMPrNG DEPT. July 27,2020 ohn arski Senior Buildin Inspector - . HOLD J J g p � - Town of Southhold Building Department 54375 Main Road,,P. O. Box 1179 Southhold,NY 11971 . Dear Mr.Jarski:. This_letter is regarding the residential project referred,to as "Northfork Residence"located at 5250 Vanston Road in Cutchogue,*NY'11935. Benson Woodworking Company'(BWQ provided specialized . structural engineering services,permit plans,and shop drawings for the fabrication and installation,of two custom panelized buildings. The structure was based on Lake-Flato Architects design shown in.permit plans titled Northfork Residence,dated 2019-05-15 The buildings included insulated.exterior walls,roofs and interior floor panels,'along with integral steel components. BWC created and furnished stamped structural permit plans dated 5-15-2019 which were used in support of a building permit application. The.permit plans.were subsequently used to create shop.drawings used for the fabrication of.the building components. This letter certifies that all building components used by BWC including engineered wood timbers; conventionally framed wall, floor and roof panels, structural steel,and related connection hardware, tapes. and sealants were manufactured and/or used in accordance with strict company manufacturing protocols, Written standard operating procedures (SOPs),manufacturer's guidelines,and in compliance with relevant' building codes. All panelized components were manufactured at BWC facilities located in Walpole and Keene,NH by trained operators using CNC controlled equipment. BWC manufacturing processes are subject to daily quality.checks and reviews,regular in-house inspection procedures,and third-party . inspection and review by T.R.Arnold Company.,During:the manufacturing process inspections were. performed by members of the project team which include myself,a Project Engineer in Training(Emil Cashin),a Project Manager aim Bannon), designated Job Captains,and our various department and shop supervisors. Shop drawing and fabrication inspection checklists are_maintained in our company records for a minimum of seven years and are available for review.upon request. . The installation of components on site was performed during late-2019 and January,2020 by a trained BWC raising crew and a local crane subcontractor for hoisting services._ All BWC ins tallation.crews have extensive training in installing panelized structural components;raising timber and steel frames;and attaching and sealing wall,roof and floor panel systems to concrete foundations in accordance with the approved project plans.. 6 Blackjack Crossing•Walpole;NH 03608-603.756.3600-Fax:603.756:3200.•info@bensonwood.com BENSONWOOD- Please"reach out to me directly with any further questions or.concerns: Sincerely, F N 7695 Nathan Black,PE,NY 097695 . Benson Woodworking,Inc. Email:Nate@bensonwood.com,,(603).756-3600 ext.112 -Cc:John-Sciales,Greystone 6 Blackjack Crossing•Walpole,NH 03608-603.756.3600-Faz:603.756.3200•info@bensonwood.com F. i '6- EG LO 7/19/2019 VANSTON BEAR LLC Service To: 118 AMITY ST 5250 VANSTON RD BROOKLYN,NY 11201 CUTCHOGUE,NY 11935 Customer Project#:900000093269 Dear VANSTON BEAR LLC: This is to advise you that the PSEG LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate(NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Carolyn Mackin—Manager Building&Renovation Services PSEG LI Evan T.Steffens Nationalgrid Senior Supervisor Gas Customer Connections,NY August 14, 2019 Greystone Administration C/o John Sciales AUG 2 2019 48 Fairlawn Drive Montauk, NY 11954 T,r" & k;;TO E-mail: JOHN.OHELLOGREYSTONE.COM , , ... K" National Grid WO#: T102233548 Service Address: 5250 Vanston Road (Guest Cottage) Cutchogue, NY 11935 To Whom It May Concern: This letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored"811", or the local number for NYC/LI area, 1-800-272-4480.This confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this "811"call. If you have any further questions, kindly contact me at 631-348-6150. Respectfully, Evan T. Steffens Senior Supervisor Gas Customer Connections NY 1650 Islip Ave,Brentwood NY 11717 T:631-348-6150 evan.steffensCnationalirid.com ngridlirudprocessinga}riational rid corn FIELD INSPECTIO14,REP FOUNDATION (IST) romMINSULATION PER N.Y. ? ENERGYFOUNDATION (2ND) ROUGH FRAMING& HUI ir PLUMBING STATE .D [?�1=1As I R T - •_fir' 13 Elm YMML11TWA MUM 'ADDITIONALIs wage aim glum W& � I iI AM, r y -. d" �,, • ,j . TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST n/ _ 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 FAX: (631)765-9502 Survey V' Southoldtownny.gov PERMIT NO. VVO� eck ✓ ¢ Septic Form ✓ �At 3 N.Y.S.D.E.C. 1 t�� Trustees f/ C.O.Application 1•-' MOU&I ftinit 0/ Examined 9q20 „ {t 1 9 2019 Single&Separate � 'F},rss Identification Form____V Storm-Water As essmentForm fti Contact: Approved 20-1 �+'� = Mail to: " Disapprove a/c _ . Mm axt jkl IRS r \ Phone: �n Expiration 20 Otto. •'— J io ++-e, g Inspector APPLICATION FOR BUILDING PERMIT Date:February 20,2018 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 whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within I2 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other 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) Greystone Administration,48 Fairlawn Drive,Montauk NY 11954 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises Vanston Bear LLC If ap ks rati tAture of du�l �a orized offic C, er (Name and title of corporate i e`) Builders License No. Plumbers License No. 3 Electricians License No. rj l A. Other Trade's License No. 1. Location of land on which proposed work will be done: 5250 Vanston Road Cutchogue House Number Street Hamlet JGM -- I ! I, - I'D - I 1� County Tax Map No. 1000 Section III Block 10 Lot 14 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residential b. Intended use and occupancy Single Family Residential 3. Nature of work(check which applicable):New Building x Addition Alteration Repair Removal Demolition x Other Work (Description) Demolition of existing 6000sf house. New Construction of 3000sf 1.5 story dwelling landward of house to be demolished. New house to have partial basement, 3 bedrooms, and 3 1/2 bathrooms-with covered porch. 4. Estimated Cost—$2 000,000 Fee ` (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floorIf garage,number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front 84'-0"Rear 84'-0"Depth 45'-0" Height—30',0"Number of Stories 2+basement/attic Dimensions of same structure with alterations or additions:Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front 115'-0"Rear Depth 115'-o" Height 21'-0"Number of Stories 1.5+ basement 9. Size of lot:Front 751'Rear 1130.12 Depth 592.42 10.Date of Purchase Feb 3,2017 Name of Former Owner Glendalough Properties,Inc 11.Zone or use district in which premises are situated r40 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 x 14.Names of Owner of premises Vanston Bear LLC Address 5250 Vanston Road,Cutchogue,NY,11935 Phone No.(631)-848.7730 Name of Architect Lake I Mato Architects Address 31131 St,San Antonio,Tx,78205 Phone.No 210.227.3335 Name of Contractor GREYSTONE ADMINISTRATION 48 Faidawn Drive Address Montauk New York 11954 Phone No.�93:119:9SU41 tD�(PA AIE oE,avis) 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?,*YES X NO IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES X 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 there any covenants and restrictions with respect to this property?*YES NO *IF YES, PROVIDE A COPY. 9 STATE OF NEW YORK) S: L COUNTY O being duly swom,deposes and says that(s)he is the applicant (Name of individual signingcontract)above amed, / (S)He is the l �/ of said owner or owners,and is duly authorized to perform or have performed the,said work and to make and file this application;. that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. (Contractor,Agent,Corporate Officer,etc.) Sworn t re me thi G day of 20_1 Notary Put u is Signature of Applicant NATASHA S GOMES Notary Public,State of New York Reg.No.01GO06205426 Qualified in Suffolk County Commission Expiros 6I29120 e> r r. 5250 Vanston Rd I Trey Beck.. Cutchogue, NY 11935 4toi * " P Paulette Davis Of Greystone Admin p July 22, 2019 Trey Beck _..__..._ (P tic:'�'�� � . FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 20, 2018 TO: Vanston Bear LLC 5250 Vanston Road Cutchogue,NY 11935 Please take notice that your application dated August 21, 2018 For permit to demolish an existing single family dwelling and build a new single family dwelling, construct an accessory garage/barn construct an accessory in-ground swimming pool and make alterations to an existing "carriage house"at Location of property 5250 Vanston Road, Cutcho ug_e,NY County Tax Map No. 1000—Section 111 Block 10 Lot 14 Is returned herewith and disapproved on the following grounds: The proposed alterations to the existing carriage house are not permitted pursuant to pursuant to Article III, Section 208-13.A.. "Permitted Uses." "(1)One-family detached dwellings not to exceed one dwelling on each lot." The proposed construction constitutes a second dwelling unit in the accessory building. Furthermore the proposed single family dwelling construction is not permitted pursuant to Article XXII Section 280-116 A. (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 construction note ck of 35 feet from the to of bluff, at its closest point. Signature Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. Cc:File, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 20, 2018 AMENDED: October 5, 2018 TO: Vanston Bear LLC 5250 Vanston Road Cutchogue,NY 11935 Please take notice that your application dated August 21, 2018 For permit to demolish an existing single family dwelling and build a new single family dwelling, construct an accessM garage/barn, construct an accessory in-ground swimming pool and make alterations to an existing "carriage house"at Location of property 5250 Vanston Road, Cutchogue,NY County Tax Map No. 1000—Section 111 Block 10 Lot 14 Is returned herewith and disapproved on the following grounds: The proposed alterations to the existingcarriage arriage house are not permitted pursuant to pursuant to Article III, Section 280-123.A,which states, "A nonconforming building containing a nonconforming use shall not be enlarged, or structurally altered or moved, except as set forth below, unless the use of such building is changed to a conforming use." Furthermore, the proposed single family dwelling construction is not permitted pursuant to Article XXII Section 280-116 A. (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 construction notes a setback of 35 feet from the top of bluff, at its closest point. This eti of Disapp roval was amended to correct an error on October 5 2018 L i---------- - ------- ed si a plicant: ny change or deviation to the above referenced application may require further review by the Southold Town Building Department. Cc:File, ZBA A BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ���� S�U�ifi� 53095 Main Road•P.O.Box 1179 I/ ,`O !O Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, " Robert Lehnert,Jr. �p� 54375 Main Road(at Youngs Avenue) Nicholas Planamento OI,yCOU ��y► Southold,NY 11971��,_, 4r http://southoldtowmy.gov s" ZONING BOARD OF APPEALS RECEIVED L- TOWN OF SOUTHOLD $� '��K�L U.Na-30A 2.. . . .. -.... Aft� 1 , 2019 -._. ...- .. ... Tel.(631)765-1809•Fax(631)765-9064 MAR 2 0 2019 So hold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 14,2019 ZBA FILE: 7243 NAME OF APPLICANT: Vanston Bear LLC PROPERTY LOCATION: 5250 Vanston Road, Cutchogue,NY SCTM No. 1000-111-10-14 SEQRA 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 under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was. referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 26, 2018 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 January 31, 2019. 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 INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. The LWRP Coordinator made the following recommendations in order to mitigate inconsistencies with LWRP policy standards: The owner shall replace the existing sanitary system with an I/A On-site Wastewater Treatment System for the main house, and the accessory guest cottage due to the proximity to Cutchogue Harbor. The owner shall execute an erosion and sediment control plan approved by the Stormwater and create a non-turf buffer landward of the top of the bluff integrating existing vegetation. With the conditions imposed herein, the Board of Appeals finds that the action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. Additionally, the Coordinator recommended that the Board of Trustees be consulted to verify the accuracy of the bluff and bank delineations. TOWN OF SOUTHOLD BOARD OF TOWN TRUSTEES: In response to the Chairperson of the Board of Appeals request for clarification as to the accuracy of the delineations of bluff and bank of the survey of the subject property submitted with the application, the Board of Trustees, after conducting a field inspection on February 4, 2019, sent a memo stating that"the correct plans should show the top of the bluff along the entirety of the property in order to reflect the proper usage of the term as per Town Code". In a second memo dated February 20, 2019 the Zoning Board Chairperson asked for additional clarification of the Trustee's comments. However, no further comments were received.. Page 2,March 14,2019 #7243,Vanston Bear SCTM No. 111-10-14 SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: This application was referred for an evaluation and recommendation to the Suffolk County SWCD. According to the information provided in a letter from the agency dated December 21,2018, following an inspection conducted on November 29, 2018,the agency described the property as well vegetated with no sign of erosion or degradation on the bluff and that the bluff to the west is not steep, but gently sloping seaward. The agency representative further commented that removing the retaining wall and regrading, in order to install a swimming pool, will be a major ground disturbance and that other remnant structures not mentioned in the scope of the project may need to be excavated. Although the application is seemingly extensive and does not pose great concern for bluff degradation or failure,the applicant should have an erosion and sediment control plan and measures in place. PROPERTY FACTS/DESCRIPTION: The subject property is a 540, 391 (approx. 12.4 acre)parcel located in s an R-40 Zoning District. The property has a road frontage along Vanston Road of approx. 1062. 6 ft, then running west approx. 824 ft to Cutchogue Harbor. The property then has approximately 455 ft. of waterfront along Cutchogue Harbor before returning east along Bayview Road approximately 592 ft. back to Vanston Road. The property is improved with an existing 3,077 sq. ft. main house, a 1,057 sq. ft. accessory seasonal guest cottage, a 1,007 sq. ft. accessory three car garage, and a 331 sq. ft. accessory bath house. All of these structures are listed on a Pre-C/O no. 3 8226, dated April 13,2016. BASIS OF APPLICATION: Request for Variances under Article XXII, Section 280-116A; Article XXIII; Section 280-123A; and the Building Inspector's September 20, 2018, Amended October 5, 2018 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and build a new single family dwelling, construct an accessory garage/barn, construct an accessory in-ground swimming pool, and make alterations to an existing "carriage house"; at: 1) single family dwelling located less than the code required' 100 feet from the top of the bluff, 2) the existing nonconforming accessory carriage house which contains a nonconforming use cannot be structurally altered or moved, unless such building is changed to a conforming use. RELIEF REQUESTED: The applicant requests variances to . 1. reduce the setback for the primary residence from the code required minimum of 100 feet from the top of bluff to 35 feet at its closest point. 2. renovate the pre-existing, non-conforming carriage house where non-conforming uses shall not be enlarged or structurally altered or removed. . The proposal for renovation includes new doors and windows, a new at grade attached deck, and changes to the existing floor plan, but will not expand the existing footprint. ADDITIONAL INFORMATION: The applicant's agent testified about the history of the property,the location of the property on Peconic Bay/Cutchogue Harbor,the location of the bluff, and the town's definition of the top of bluff., arguing that the it is unclear whether the property fronts on Cutchogue Harbor or Peconic Bay which creates ambiguity as to the interpretation of the code and required setbacks pursuant to definitions in the code that were changed in 2017. He also described the chain of events pertaining to the existing guest cottage use which was legalized by a current Pre-Certificate of Occupancy issued by the Southold Town Building Department in 2016 (#Z-3 8226) prior to the owner purchasing the property. The current owner will use the guest house for family and friends only, and the proposed house is approximately half the size of the existing house and situated approximately 23 feet landward of the existing house to be demolished. Moreover, the owner testified that he will be installing advanced IA septic systems for both the residence and the carriage house/guest cottage, and stated that he was willing to covenant the use of the guest cottage for friends and family only and will not be rented or used as rental property and to also covenant that no sleeping or cooking facilities may be installed in the proposed new two story accessory garage and further,that the right to apply for J Page 3, March 14,2019 #7243,Vanston Bear SCTM No. 111-10-14 an accessory apartment in said accessory garage shall be abandoned in perpetuity, unless the guest cottage is removed from the subject property. The second floor of the proposed rebuilt two-story garage, located on the northern boundary of the property will be used as a workshop and as recreational space.Two neighbors testified in favor of the entire application.No objections were heard. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of-Appeals held a public hearing on this application on February 7, 2019 at,which tune. 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 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The scale of the proposed residence is only half of the square footage of the existing building, thereby making a smaller footprint on the property, and making it less visible to the street. In addition, the Board of Appeals.granted prior variance relief in the neighborhood to demolish an existing dwelling located 26 feet from the bluff and construct a new dwelling 34 feet from the bluff (ZBA#7003 2016). The existing guest cottage on this large property has existed for more than 60 years without adverse impact, and guest cottages re relatively common in the neighborhood. The renovated guest cottage will not be larger than the existing cottage, and is in keeping with the scale and character of the neighborhood. 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 existing house currently sits inside the 100- foot setback to a bluff as determined by the Southold Town Trustees per the zoning code. The proposal calls for the demolition of the existing house, and the construction of a new residence sitting approx. 23 feet landward of the existing house. To move the location to a confirming bluff setback would require construction on land that contains substantial slopes that would require significant land disturbance and tree removal. As for the work on the guest cottage, since both the structure and the use are legally pre-existing and non-conforming, any and all alterations beyond simple maintenance would require a variance under the Town Code. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 65% relief from the code for the bluff setback of 35 feet and 100% relief for the renovated guest cottage. However, the proposed new residence will be located approximately 23 ft more landward than the existing residence, or more than double the existing bluff setback of 14 feet, thereby substantially decreasing, the degree of non- conformity and reducing potential adverse impacts to the bluff which is heavily wooded and gently sloping to the beach. The relief required for the guest cottage includes the replacement of roofing, doors and windows that will not expand the existing footprint. The proposal for the guest cottage will add no new square footage to the existing cottage which currently has three bedrooms and two full bathrooms, a kitchen, porch and great room. Proposed are three bedrooms and three and a half bathrooms, a kitchen, and great room. Also proposed is a 339 square foot attached wood deck on grade, but it is not habitable space, and therefore minimal in nature. 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 proposal calls for the installation of a new IA septic system for the proposed residence, and a separate IA system for the guest cottage. These sanitary systems, and the installation of a non-turf buffer landward of the bluff, as conditioned herein, will mitigate impacts on the adjoining Cutchogue Harbor. Further, the applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions imposed herein. Page 4,March 14,2019 #7243,Vanston Bear SCTM No. 111-10-14 5. Town Law 4267-b(3)(b)(5). 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 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new residence and accessory guest cottage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. The mitigation measures noted in this application, and the conditions listed hereafter are the minimum necessary for the use of this property. 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 Chairperson Weisman, seconded by Member Dantes,'and duly carried,to GRANT the variances as applied for, and shown on the site plans prepared by The Raynor Group, PE &LS last revised December 11, 2018 and the three sheets of architectural drawings labeled Carriage House (one sheet)and Main House(two sheets) dated 10/05/2018 and prepared by Andrew C.Herdeg of Lake/Flato. SUBJECT TO THE FOLLOWING CONDITIONS: 1. This approval shall not be deemed effective until the following conditions have been met:' a. The owner must submit covenants and restrictions on the property, subject to approval of the Town Attorney, stating the following: i. The guest cottage shall be used for friends and family only and will not be rented. ii. The second floor of the proposed garage shall be used as workshop/recreational space only, and shall not be used as living space (no cooking or sleeping). This space is also not to be rented and no accessory apartment in said garage may be applied for unless the guest cottage on the subject property is removed. iii. The renovated guest cottage and attached deck, as approved herein, shall not be enlarged 2. This approval shall be revoked if the applicant fails to install and properly maintain the following: a. innovative/alternative waste water treatment systems for both the proposed new residence, and the renovated guest cottage as approved by the Suffolk County Department of Health;. b. a vegetated,non-turf buffer,planted with native vegetation, landward of the top of the bluff to the Coastal Erosion Hazard Line integrating existing vegetation. 3. Pool mechanicals shall be placed in a sound deadening enclosure. 4. A drywell for pool de-watering shall be installed. 5. The applicant must obtain approval from the Southold Town Board of Town Trustees 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 Zoning Board of Appeals. Any deviation from the variance(s) 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 subjectproperty 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 an approval is Y Page 5,March 14,2019 #7243,Vanston Bear SCTM No. 111-10-14 granted subject to conditions, the 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. 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. 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As a result,the dwelling will be setback 44 feet from the top of the bluff. In addition,the site plan depicts a reduction of 10 feet of the overall length of the dwelling structure by, reducing the northerly porch 4 feet in width and eliminating the 6 feet wide southerly patio. Since the non-conformity of the dwelling location, in proximity to the top of bluff,has been reduced, a de minimus approval will not be required. The new location of the single family dwelling will be acceptable to this Board. Please be advised that all conditions set forth in Appeal No. 7243 will still apply. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. i ere] , Qeslie K nes Weisman Chairperson i CC:Michael Verity,BuiIding'Department • M EN-CONSULTANTS May 20, 2019 Leslie Weisman, Chairwoman Board of Zoning Appeals Town of Southold P.O. Box 1179 Southold,NY 11971 Re: Case No.7243: Vanston Bear,LLC,5250 Vansfon Road, Cutchogue Dear Ms.Weisman: Please replace the 15 April 2019 letter I submitted to your attention requesting a "de minimis letter" for the above referenced variance decision with this letter. The referenced variance decision, which was issued on March 20, 2019, granted bluff setback variance relief necessary to construct the proposed dwelling 35 feet from the top of the bluff at its closest point. However, in response to concerns expressed!by the Board of Trustees over the proximity of the-dwelling structure to the top of slope to the south,the site plan was revised to locate the proposed-dwelling approximately 10 feet farther landward and reduce the overall length of the dwelling structure by 10 feet through a 4' reduction in the width of the northerly porch and the elimination of the 6' wide southerly patio. To partially compensate for the removal of the southerly patio, the length of the proposed on-grade terrace on the west side of the dwelling was increased from 44 to 49 feet. As a result of these design changes,the nearest corner of the proposed dwelling structure would be set back a minimum of 43 feet from the top of bluff compared to the 35' setback approved by the Board. Therefore,pursuant to the Board's"right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity,"I am writing to respectfully request that the Board issue a"de minimis letter"based on the fact that the modified bluff setback is less non-conforming than the one authorized by the Board. For your reference,I am enclosing a copy of the modified site plan prepared by The Raynor Group, P.E. &L.S.,PLLC, last dated May 11,2019,whose"Sheet C-4"graphically demonstrates the difference between the presently approved and proposed dwelling locations using red(approved design)and blue(proposed)outlines. Please let me know if you have any questions or require any additional information in support of our request, and we thank you for your consideration. 1 Relspe tfully yours, Robe . Herrmann Coastal Management Specialist 1319 North Sea Road Southampton,New York 11968 p 631 283 6360 1 f 631.283.6136 www.enconsultants.com environmental consulting '"'BOARD MEMBERS Southold Town Hall o�OF SOUT :Box 1179 �'teslie Kanes Weisman,Chairperson � 53095 Main Road•P.O p O Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor Robert Lehnert,Jr. • �OQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento lij'OMNI�w Southold,NY 11971 J http://southoldtownny.gov ZONING BOARD OF.APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631)765-9064 May 24, 2019 MAY 2 8 2019 Robert E. Herrmann f ; ■`) En-Consultants 1319 North Sea Road Southampton,NY 11968 Re: De Minimus Request,File#7243 Vanston Bear, 5250 Vanston Road, Cutchogue SCTM No. 1000-111-10-14 Dear Mr. Herrmann; We are in receipt of your letter dated May 20,2019 informing this office that in response to concerns expressed by the Southold Town Board of Trustees regarding the proximity of the single family dwelling to the top of the bluff,the site plan prepared by Vincent Gaudiello,P.E.,was revised on May 11, 2019 to relocate the dwelling approximately 9 feet further landward of the originally approved setback of 35 feet. As a result,the dwelling will be setback 44 feet from the top of the bluff. In addition,the site plan depicts a reduction of 10 feet of the overall length of the dwelling structure by reducing the northerly porch 4 feet in width and eliminating the 6 feet wide southerly patio. Since the non-conformity of the dwelling location, in proximity to the top of bluff,has been reduced,a de minimus approval will not be required. The new location of the single family dwelling will be acceptable to this Board. Please be advised that all conditions set forth in Appeal No. 7243 will still apply. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. i erel Aes 4 es1 Keisman Chairperson CC:Michael Verity,Building Department J ' EN-CONSULTANTS May 20, 2019 Leslie Weisman, Chairwoman Board of Zoning Appeals Town of Southold P.O..Box 1179 Southold,NY 11971 Re: Case No.7243: Vanston Bear, LLC, 5250 Vanston Road, Cutchogue Dear Ms. Weisman: Please replace the 15 April 2019 letter I submitted to your attention requesting a "de minimis letter" for the above referenced variance decision with this letter. The referenced variance decision, which was issued on March 20, 2019, granted bluff setback variance relief necessary to construct the proposed dwelling 35 feet from the top of the bluff at its closest point. However, in response to concerns expressed by the Board of Trustees over the proximity of the dwelling structure to the top of slope to the south, the site plan was revised to locate the proposed dwelling approximately 10 feet farther landward and reduce the overall length of the dwelling structure by 10 feet through a 4' reduction in the width of the northerly porch and the elimination of the 6' wide southerly patio. To partially compensate for the removal of the southerly patio, the length of the proposed on-grade terrace on the west side of the dwelling was increased from 44 to 49 feet. As a result of these design changes, the nearest corner of the proposed dwelling structure would be set back a minimum of 43 feet from the top of bluff compared to the 35' setback approved by the Board. Therefore, pursuant to the Board's"right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity," I am writing to respectfully request that the Board issue a"de minimis letter"based on the fact that the modified bluff setback is less non-conforming than the one authorized by the Board. For your reference, I am enclosing a copy of the modified site plan prepared by The Raynor Group, P.E. &L.S., PLLC, last dated May 11, 2019,whose"Sheet C-4" graphically demonstrates the difference between the presently approved and proposed dwelling locations using red(approved design) and blue(proposed) outlines. Please let me know if you have any questions or require any additional information in support of our request, and we thank you for your consideration. Respe tfully yours, Robe . Herrmann Coastal Management Specialist 1319 North Sea Road Southampton,New York 11968 p 651.283.6360 1 f 631.283.6136 www.enconsuitants.com environmental consulting r •_� I RECEIVED Two rne Latham MAY 2 8 2019 Y Martin D.Finnegan S H E A, 'K E L L E Y, DUBIN & Q U A R T A R A R O, LLP PartnerZONING BOARD OF APPEALS 631-727-2180,x-265 mfinnegan@suffolklaw.com Thomas A Twomey,Jr. (1945-2014) Stephen B Latham ^ John F.Shea,III lC� Christopher D.Kelley David M Dubin -- Jay P Quartararo t May 23, 2019 Peter M.Mott Janice L Snead Anne Mane Goodale Bryan C Van Cott Kathryn Dalli Laura 1.Dunathan Via First Class Mail Patrick B.Fife Martin D Finnegan O Roza Ebrahimi Jeffrey W Pagano a Ms. Kim Fuentes, Secretary ag Zoning Board of Appeals Bryan J.Drago Town of Southold Bernadette E Tuthill p 0.Box 1179 Craig H Handler Alexandra Halsey-Storch Southold,NY 11971-0959 Melissa S.Dons Katenna Gnnko Lorraine Paceleo Re: Vanston Bear LLC/ZBA File#7243 Terrence Russell I Daniel R.Bernard to Premises: 5250 Vanston Road, Cutchogue,NY Christina M Noon SCTM#1000-111-10-14 OF COUNSEL Lisa Clare Kombrink Dear Kim: Kevin M.Fox Kelly E.Kinirons I Kareic a JHRoeg ussell With respect to the referenced Application; enclosed please fmd a certified Jennifer P.Nigro ♦ copy of thexecorded Declaration of Covenants for your records. We will retain a copy in our file. •> NY&LA BARS ' t LL M IN TAXATION . NY&NJ BARS If you have any questions or require anything further regarding this matter, O NY,NJ&PA BARS ■ NY.NJ&OC 9AFiS please feel free to contact me. Thank you for your assistance. • A NY,NJ&FL BARS , Main Office Very truly yours 33 West Second St. P.O.Box 9398 Riverhead',NY 11901 631.727.2180 suffolklaw.com Martin D. Finnegan MDF/lk Enclosure cc: Bill Duffy,Town Attorney CC#: C19-23810 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 05/22/2019 under Liber D00013012 and Page 957 and, that the same is a true copy thereof, and of the whole of such original. 1 In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 05/22/2019 SO�U//F))FOLK COUNTY CLERK JUDITH A.PASCALE SEAL i IIII I I II 111I I I I111111I I I I III Il lil I II I I�Illl I IIII IIII Illlll(IIII Illll IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE ; RECORDING PAGE , Type of Instrument: DECLARATION Recorded: 05/22/2019 Number of .Pages: 4 At: 10:44:22 AM Receipt Number : 19-0098817 LIBER: D00013012 PAGE: 957 District: Section: Block: Lot- 1000 111.00 10.00 014 .000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instruments Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $0.00 NO Notation $0.00 NO Cert.Copies $5.00 NO RPT $200.00 NO Fees Paid $265.00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL' JUDITH A. PASCALE County Clerk, Suffolk County 1 I _11"2.� RECORDED �019 I9aW 22 10 �4:22 AM Number of pages JUDITH A. PASCALE CLERK OF j S!IFFOLK COUNTY This document will be public I L D00013012 rbcord. Please remove all i P 957 Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps i 3 FEES ' Page/Filing Fee 1711) Mortgage Amt. I ' i 1.Basic Tax Handling 20. 00 2. Additional Tax J TP-584 SubTotal Notation Spec./Assit. or EA-52 17 (County) Sub Total ��• Spec./Add. EA-5217(State) TOT.MTG.TAX Dual Town Dual County R.P.T.5.A. oZO�. Held forAppointment Comm.of Ed. S. 00 °a ' a I Transfer Tax Affidavit 0 Mansion Tax J, The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 Sub Total ,9 I family dwelling only.` Other + YES or NO Grand Total i If NO, see appropriate tax clause on �G page# of this instrument. 4 Dist.1 3875886 1000 11100 1000 014000� 0 5 Community Preservation Fund Real Property P T S Consideration Amount$ 0.00 Tax Agency R �� A I��l�11�111�0�(��IIAI� CPF Tax Due 0.00 Verification 22-MAY 1 $ _ Improved X Satisfactions/Discharges Releases List Propperty Owners Mailing Address 6 RECORD&RETURN TO: Vacant Land Martin D. Finnegan; Esq. Twomey, Latham, Shea, Kelley, et al. TD P.O. Box 9398 Riverhead, NY 1 1 901-9398 TD TD Mail to:Judith A. Pascale,Suffolk County Clerk Title Company Information 310 Center Drive, Riverhead;, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endo'rsement Page This page forms part of the attached DECLARATION OF COVENANTS made by: (SPECIFYTYPE OF INSTRUMENT)i The premises herein is situated in Vanston Bear LLC,Declarant SUFFOLK COUNTY,NEW YORK. i TO In the TOWN of'ZOUTHOLD In the VILLAGE Town of Southold or HAMLET of CUTCHOGUE BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. i over I i i T � c - I i DECLARATION OF COVENANTS THIS DECLARATION made-Us_I day of May, 2019, by Vanston Bear LLC, by its Sole Member, Andrew E. Beck, III, with an address at 118 Amity Street, Brooklyn, NY 11201, hereinafter referred to as"DECLARANT": WITNESSETH: l WHEREAS, DECLARANT is the owner of certain real property located at 5250 I Vanston Road, Cutchogue,Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District'l000, Section 1 L1, Block I0, Lot 14 which is more f particularly bounded and described as set forth in Schedule "A" annexed hereto, hereinafter referred to as the Property;and ' i I WHEREAS, the DECLARANT made Application to the Zoning Board of Appeals of the Town of Southold'C MN) for variances from the requirements of Sections 280-116(A) and 280- 123(A)of the Zoning Code to reduce the setback for the primary residence for the Property from the } Code required minimum of 100 feet from the top of bluff to 35 feet at its closest point and to renovate the pre-existing, non-conforming carriage house where non-confomung uses shall not be enlarged or structurally altered;and WHEREAS, as a condition of the granting of the required variances to undertake such regulated activities on the Property, the ZBA required that the DECLARANT make certain covenants regarding the future use of the Property by its owner. NOW,THEREFORE,the DECLARANT does hereby; covenant and agree as follows: 1) The guest cottage shall be used for friends and family only and will not be rented separately from the entire Property. I 2) The use of the second floor of the proposed garage shall be limited to, a workshop/recreational space, and shall not be used as living space (no cooking or sleeping), by the owner. An accessory apartment in said garage shall not be permitted unless the guest cottage on the subject property is removed. 3) The renovated guest cottage and attached deck shall not be enlarged beyond the dimensions proposed and approved by the ZBA.J 4) These covenants shall run with the land and shall be binding on the DECLARANT, their heirs,assigns,purchasers,or successors in interest and may only be modified after a public hearing and upon resolution of the ZBA. IN WITNESS WI-IEREOF,the owner has duly executed this instrument this day of May, 2019. Vansto7Be By. Andrew E.'Beck,III,Sole Member STATE OF NEW YORK) i COUNTY OFF v i On the-9—day of May, in the year 2019, before me the undersigned, personally appeared Andrew E. Beck, III,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity,and that by his signature on the instrument,the individual or the Persons on behalf of which the individual acted,executed the instrument. Notajry Pubh 1SESa ofdal Yea t0 e �Ij oNOW opGM S Cu1tl if I SCHEDULE A—LEGAL DESCRIPTION ALL that certain plot,piece or parcel of land situate,lying and being at Nassau Point,Town of Southold, County of Suffolk,State of New York.being bounded and described as follows: BEGINNING at a point formed by the intersection of the southerly We of West Bay Road(riot.open),and the westerly side of Vanston Road; RUNNING THENCE southeasterly along the westerly side of Vanston Road as it winds and curves,the following five courses: 1)South 17 degrees 19 minutes 30 seconds East 213.39 feet; 2)South 25 degrees 59 minutes 40 seconds East 310.98 feet; 3)South 41 degrises 06 mirmtes 30 seconds East 195.70 feet; 4)South 34 degrees 07 minutes 30 seconds East 151.21 feet; '5)South 13 degrees 14 minutes 30 seconds East 191.36 feet to land now or formerly of North Fork Kiwi LLC. I THENCE southwesterly along the division line between the subject lot and the land now or formerly of North Fork Kiwi LLC South 52 degrees 17 minutes 50 seconds West a distance of 246.69 feet to a point on or near the Average High Water Line of Cutchogue Harbor; i THENCE Northwesterly along the Average High Water Line of Cutc jogue Harbor the following eight courses: 1)North 38 degrees 20 minutes 19 seconds West 92.48 feet; 2)North 55 degrees 30 minutes 27 seconds West 137.76 feet; 3)North 58 degrees 09 minutes 33 seconds West 583.27 feet; 4)North 87 degrees 46 minutes 42 seconds West 30.47 feet; 6)North 08 degrees 21 minutes 35 seconds West 43.27 feet; 6)North 22 degrees 58 minutes 33 seconds West 149.63 feet; .7)North 05 degrees 10 minutes 26 seconds West 49.22 feel; 8)North 27 degrees 05 minutes 36 seconds West 84.63 feet to a wooden bulkhead; THENCE westerly along the wooden bulkhead North 86 degrees 36 minutes 33 seconds West a distance of 37.69 Not to a point; THENCE northerly North 27 degrees 31 minutes 18 seconds East a distance 35.94 feet to a point on a wooden bulkhead; THENCE along=id bulkhead North 61 degrees 12 minutes 17 seconds East 34.68 idet to a point along the Average High Water Line of Cutchogue Harbor,. THENCE along or near the Average High Water Line of Cutchogue Harbor North 02 degrees 20 minutes 50 seconds West 21.39 feet to the southerly side of West Say Road(Trot open); THENCE along the southerly side of West Say Road(not open)North 64 degrees 22 minutes 10 seconds East 592.42 feet to the westerly side of Vanston Road and the point of BEGINNING. i ' . ,�°fl/e'1°P•r...-': '`..°°�°If 1°I•rr... " r•°e,ter.. .'. '. .P�cs --- +e�re•'♦ - r r - , � , r a ♦� ,o ♦r ,e �r °\l1 //r \11 /I/r ,1111 +l j v �11e1t P►lOr C°�11'01 11l" ,! °f dlll/ ,11 leto'a/•/jar V A / °l / A / •V 1 l / A / z ' r �'1-.E�' .°, ,,... ., .,. � ,. r ?'"' 'PYL°.°�T�'T°4'4�T'.Tf"<.��'+m'�b'�.s_.�' ;�i''�"G.Slirt�rr tir•u.+x' ,. �v.T',�.}�'"y °;�'tt���.8!�'".l.'�. 'fit'r'�:.L>�,'.Y,u�v� uq r r• +s• v r;� F .,�11e1 I•PrI�P` .AT, BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK r, �eI•ll � /11sa PERMIT NO.9462 DATE: MAY 15,.2019 •" 11°I ISSUED TO:. VANSTON BEAR,LLC c/o ANDREW BECK,MEMBER PROPERTY ADDRESS: 5250 VANSTON ROAD,CUTCHOGUE 1eQ/ I SCTM# 1000-111-10-14 dp! at�1e'1 AUTHORIZATION Diy Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and m p p r. accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 15, 2019, and in s consideration of application fee in the sum of$250.00 paid by Vanston Bear,LLC and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish and remove existing 2-story, single family dwelling and brick ` patio, and construct in its place a new+2,159 sf 2-story, single family dwelling with 16' x 21.5' `C enclosed porch and 6.6' x 49.3' on-grade concrete terrace; demolish and.remove existing 1 a story garage and construct in its place a +26' x+57' 2-story garage/barn on a slab foundation :,ell cN °-`-/• with 4' (and variable) high concrete retaining walls; construct a +12' x +74' in-ground �t<I•"' '� ;1 I. swimming pool located partially within Chapter 275 jurisdiction (with a 13.5' x 43.5' pool deck located entirely outside Chapter 275 jurisdiction); install 4' high pool enclosure fence partially P iyr within Chapter 275 jurisdiction; remove existing leaching pool from face of bluff and install a ' ' { new innovative/alternative sanitary system (I/A OWTS) more than 100 feet from the crest of bluff; install a drainage system of leaders, gutters, and drywells; and within Chapter 275 jurisdiction (i.e., within 100 feet of the top of bluff/bank), -clear approximately 9,074 sf of I,I,p:• ez. existing vegetation, re-grade, and revegetate re-graded area,, all as depicted on the site plan prepared b The Raynor Group, P.E. & L.S. .PLLC last dated May 11 2019 and stamped P Y Y P� � � Y � P ; g approved on May 15,2019. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, f' ' ' l and these presents to be subscribed by a majority of the said Board as of the 15d'day of May,2019. �r s e.: . � �p c � • tea,, W3 q:. "r�°I.1 0 � 3� �r/�LR2�'LC3�4�'c- � -1•lye" �'1 ��pl Sao ' �ui'•°u`hn�n °°'�Y.e'°S,�e`4�Yr�,�9"�,`i7,.°°r�GiF�ii�&F° ei r�.c.�,:ti, Y�Pn:rt�S.'+�n +,��k»aWw`•�' 'G.,a ern:�i�`%G�'• i.�3s,iz'" 't�"°�"e��✓e9.iF""uS"n °$:r�'•,.. 'iS:.A.'rfS`n��°iF°5�� ,�5',"�'1�`FYY9�`r ,�i � �' u o � ' t,s. `i/I 11i\" .::: ..:i�// ei: :ial/ (\�\� � q r o 9i� ✓/ \\ - -_.• I! \l�?� \ ..,.�i/i,lelee s_. .•l, Ilel• ,,: •e••��let°,. ,�r — P Q:Qe/ tll•,•1 � '�:,�1•��t)N' - rieVQ Ili°' �� 11��' __"__ •' '", -'A.•d•, .... ,. . ,,.... -_6e tee ;. :,... ..•�:?� _ �• °:.•✓ .�.: a. TERMS AND CONDITIONS The Permittee Vanston Bear,LLC c/o Andrew Beck,residing at 5250 Vanston Road, Cutchogue,New York, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: l. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee.will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith, President �QF SO(/j Town Hall Annex A. Nicholas Krupski, Vice President ,`O� ��� 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III l [ Southold, New York 11971 Michael J. Domino G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1830C Date: July 6, 2021 THIS CERTIFIES that the:demolition and removal-of existing 2-story single family dwelling. and brick patio and construct in its dace a new+2 159 sf 2-story, single family.dwelling with 16' x 21.5' enclosed porch and 6 6'x 493 on-grade concrete terrace; demolish 'and.remove existing 1-story garage and construct in its place a+26' z+57' 2-story garage/l am on a slab foundation with 4' (and variable) high concrete retaining Walls construct a+12' x+74' in-ground swimmma pool located par tally within Chapter 275 Jurisdiction(with a 13 '5' x 43 5' pool deck located entirely outside Chanter 275 jurisdiction); . insta114' high Wool enclosure fencepartially within Chapter 275 jurisdiction• remove existing-leaching Qool from face of bltiff and install anew innovative✓alternative sanitary system(I/A OWTS)more:than 100 feet from the ere§t of lilt. install a drainage system of leaders gutters and drywells; and within. Cl apter 275 Jurisdietton�1 a within Y-00 feet of the top of b-Wf6ib i clear approximately 9 074:sf of r� ex e etatton,re grrade,anti reyegetate re.graded area; At 525:0 Vanston oihd Cuteho Suffolk County Tax 1VIap1.044 Conforms to the app�licahon.for a Trustees.Permit heretofore filed.in-this off.e Dated.; 22,2019:.pursuarit:to which:Trustees Wetland Permit#9462 Dated . Mgy. 15,:2019 was issued and,conforms'to all of 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 2- story,single family-dwelling and brick patio and construct in its place a.new+2,159 sf,2-story,single . family dwelling with 16' x 21 5'-enclosed porch and.-6 6' x 49.3' on-grade concrete terrace; demolish and remove existing 1-story aarao and construct in its place a+26' x+57' 2-story garage/barn on a slab foundation with 4' (and variable)high concrete retaining walls;.construct a+12"x+74' in-ground swimming pool located iartiallywithin'Chapter 275 jurisdiction(with a 13.5' x 43:5' pool deck located entirely outside Chapter 275 jurisdiction);install 4' high pool enclosure fence partially within Chapter 275 jurisdiction; remove existing laaching�pool from face of bluff and install a new innovative/alternative sanitary system(I/A OWTS)more than-100 feet from the crest of bluff,• install a drainage system of leaders gutters and drywells•-and within Chapter 275 jurisdiction(i.e. within 100 feet of the top.of bluff/bank) clear approximately 9,074 sf of existing vegetation re-grade and revegetate re-graded area. .=> The certificate is issued to Vanston Bear LLC c/o Andrew Beck, Member owner of the aforesaid *pro p �y Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Row Facility DEC ID 1-4738-00444 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information . Permit Issued To: Facility: VANSTON BEAR LLC VANSTON BEAR LLC C/OANDREW E BECK III . 5250 VANSTON RDISCTM 1000-1 L1-10-14 PO BOX 860 CUTCHOGUE,NY 11935 SARATOGA SPRINGS,NY 12866-0860 Facility Application Contact: EN-CONSULTANTS 1319N SEA RD SOUTHAMPTON,NY 11968 (631) 283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Cutchogue Facility Principal Reference Point: NYTM-E: 714.364 . NYTM-N: 4541.769 Latitude: 40°59'56.2" Longitude: 72°27'04.6" Project Location: 5250 Vanston Road Watercourse - Cutchogue Harbor Authorized Activity: Removal of the existing upland timber wall. Pump out, fill and abandon the existing sanitary leaching pool. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 10/26/18. (GRZ) *The property landward of the "Top of Bluff' line as shown on the proposed project plans prepared by Vincent Gaudiello P.E., is beyond Tidal Wetlands Act jurisdiction and no permit is required for any work landward of the line. Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-00444/00023 New Permit Effective Date: 10/26/2018 Expiration Date: 10/25/2023 • Page 1 of 6 v Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00444 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN, Deputy Regional Permit,Administrator. Address: NYSDEC Region 1 Headquarters SUNY @ Sto y rook150 Circle Rd Stony Br oo Y 11790 -3409 Authorized Signature: Date 0/Zl. /ZD\ 6 Distribution List EN-CONSULTANTS Marine Habitat Protection EUGENE R ZAMOJCIN Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed,with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. , Page 2 of 6 game NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00444 3. Endangered Species Monitor Due to the proximity of historic piping plover breeding habitat, a DEC-approved endangered species monitor must survey the suitable beach habitat between the existing groin and boat basin each day prior to the start of construction between April 1 and August 31. Results of the surveys must be sent at the end of each week to wildlife.rl na dec.ny.gov, If there is any observed piping plover breeding behavior DEC Wildlife staff must be contacted immediately and no construction activities may occur within 500 feet of the breeding location. After July 8th of any given year, a request can be made to DEC Wildlife staff to discontinue surveys based on a lack of breeding activity. 4. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 6. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 7. Storage of Equipment, Materials The storage of construction equipment and materials.shall be confined to the upland area landward of the top of the bluff. 8. Clean Fill Only for Abandoned Sanitary System All fill shall consist'of clean upland source sand (not asphalt, slag, flyash, broken concrete or demolition debris). 9. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the.project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or.' jute matting until weather conditions favor germination. 10. Temporary Mulch, Final Seeding If seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. 11. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan, prior to commencement of any regulated activities and remain in place and in good,-functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 12. Install Erosion Controls Prior to Work No site preparation work shall.be undertaken until all required erosion control measures have been installed. 13. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the.conservation or improvement of navigation, or for other purposes, and no. claim or right to compensation shall accrue from any such damage. ; Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-00444 14. State May-Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to thefree navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the.State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any'such removal or alteration. 1.5. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the'site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 16. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Vincent Gaudiello P.E. (three sheets C-1, C-2, C-3), last revised 9/17/2017 and stamped NYSDEC.approved on 10/26/2018. 17. Precautions Against Contamination of Waters All necessary precautions shall.be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an'-authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the.ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit.area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department.representative is a violation of this permit. Page.4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Raw Facility DEC ID l,4738-00444 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the'Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification-or transfer of this permit.. Such.application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY.@ Stony BrookJ50 Circle Rd Stony Brook, NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit: The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; .c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant' technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 Imhof NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION low Facility DEC ID 1-4738-00444 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages; to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision . under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize-the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. • f Page 6 of 6 CJ�iI I �' BUILDING DEPARTMENT-Electrical Inspector C�� t TOWN OF SOUTHOLD z. Town Hall Annex - 54375 Main Road - PO Box 1179 - Southold, New York 11971-0959 t Telephone (631) 765-1802 - FAX (631) 765-9502 i •>.-.:,` -' �1 ro-gerr aOsoutholdtownny.Qov!�-.seand(a-southoldtownny.goy APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: MAP F-LEC-Mk(- 14c Name: tAb-i2AL. M. V-I License No.: VM25E email: �(e���-� ®�l Ir►� h Address: Ire'DeTG t P 6) Phone No.: Q I 19 q-tt JOB SITE INFORMATION (All Information Required) Name: 'Pbe�R— U�' Address: 52 j, Cross Street: � � Phone No.: BIdg.Permit#: LtLAO 63 email: I Tax Map District: 1000 Section: Block: 10 Lot: I BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YE / NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Informatio (All information required) , Service Si .1 Ph 3 Ph Size: A #Meters Old Meter# EService Undergroun Fire Reconnect- Flood Reconnect-Service Reconnect - - Overhead # Underground Laterals L2 H Frame Pole Work done on Service? Y N Additional Information: 14t t t:,,-7M Q Q c �i uyvv,�mD c�fl i a f1 _ PAYMENT DUE WITH APPLICATION ' DEC 2 0 2019 Request for Inspection Form.xls BUILDING DEPARTMENT-Electrical Inspector C„ x TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone(,631)765-1802-FAX(631)765-9502 Temporary Certificate # ! i ' " Date r 2019 Customer Name L-L4f, Electrician Name Address 'R hone-- U' e-mail a-mail eG ,^IG ahVie Phone License# 4 Its- '< Size A Phase _Overhead Underground No #of Meters _ Remarks #of Underground Laterals 1 2 New "H" Frame or Polel GR P Fire Reconnect Was work done on Service? Y/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 i valid for 0 y om the date e. Authorized by . FQj BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ' Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-09.59 Telephone (631) 765-1802 - FAX (631) 765-9502 rocaerr(&-southoldtownny.gov. seand @-southoldtownnv.aov, APPLICATION FOR ELECTRICAL INSPECTI.ON'. ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: . > ICCYLt.41 Name: Ma2K- M.. ?� License No.: "25E email: pA e,(e—c+v- In I n Address:. 116 1>0 l P-'O r . . :. . .. . .. .. Phone No.: JOB SITE7NFORIg1ATIO (All Information Required} _. ----._.__.___ Name: Address: %�� Cross Street: r� Phone No.: Bldg.Permit#: itLAp(.q3 email: Tax Map District 1000 .. Section: ... r la Block .- p BRIEF DESCRIPTION OF WORK (Please Print Clearly) _ : op.arv�Q tN���� w�•�� . __ _ _ s Circle All That Apply: Is job ready for inspection?: YE / NO Rough In Final Do you need a Temp Certificate?: NO Issued On ` Temp Informatics (All information required) 1 Service Si 1 Ph 3 Ph Size: A #Meters I Old Meter# ��rViceFire Reconnect- Flood Reconnect-Service Reconnect - Undergroun -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional formation:. VMN t- f i. l PAYMENT D.UE WITH APPLICATION DEC 2 0 '2019 0_1 Request for Inspection Form.xis PERMIT# Address: Switches a Outlets GFI's Surface Sconces H H's UC.Lts Fans Fridge HW Exhaust ven ryes------------------..------ Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments: 6 !? �a' BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375-Main Road- PO Box 1179 a Southold, New York 11971 L-0959 Vs . Telephone (631) 765-1802 - FAX (631) 765-9502 rogerri'a southoldtownny aov seandQ-southoldtownnv.gov APPLICATION FOR ELECTRICAL.INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Dater- Company Name: MP ei.1F_C_Mk 1�L - Name: Maw- M. D,0>4 S V-1 License No.: 2S email: hll► e,lec,F-�r' r i Address: 1�'Pefo- ' 9-0 Phone No.: as — JOB SITE INFORMATION (All Information Required) Name: dr �(Dr•� '3 c�(L- � Address: 52J�,fl ,ii,�Or A (`a Cross Street: Phone No.: Bldg.Permit#: 40 U 3 email: Tax Map District: 10.00 Section: l 1 Block: 0 Lot: I BRIEF DESCRIPTION OF WORK (Please Print Clearly) 3g its opann� 1�����c•�n►� .. Circle All That Apply: Is job ready for inspection?: YE �NO °Rough In Final Do you need a Temp,Certificate?: . YES NO Issued On Temp Informatio (All information required) Service Si�IPh3 Ph ' Size: �p► '#Meters � Old Meter#• 4 Fire Reconnect- Flood Reconnect-Service Reconnect - Undergroun - Overhead ew Service # Underground Laterals 1 2 Fram Pole Work done on Service? Y N Additionalformation: 1 I— I PAYMENT DUE WITH APPLICATION i �-s T DES 2 0 2019 la�ao-I�I Request for Inspection Form.xis PERMIT# Address: Switches Outlets GFI's Surface Sconces HH's lA s1�kee r.oL� UC Lts CL�,e CP Fans Fridge li HW I Exhaust Oven Dryer . Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH p Mini Cr Special: Comments: ko. Scott A. Russell ��,°sink ST0IEb.MWA\TIE]k SUPERVISOR z SOUTHOLD TOWN HALL-P.O.Box 1179 1\ A,N A.GIIEMIENIF 53095 Main Road-SOUTHOLD,NEWYORK 11971 't Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes 0. (titlECh=°All T1i1T APPLY ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes. which exceed 10 feet.vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[ E. Site preparation within the one-hundred- ear flood lai Y p n as,depleted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces.: If you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building;Department witGyour Building Permit Application. APPLICANT: (Property Owner,D.-sign Professional,Agent.Contractor.Other) S.C.T.M, r`: 1000 Rate;. f - District E.NAM V AIDS �t✓^ QQ�,' ZI,GU,L da Section, Bto. Lot ts Contact Information d I c FOR BUILDING DEPARTMENT USE ONLY _`J �/1 �Lt�1�,7 rtwrk...r..ms,o _Q&.._o— — — Reviewed gy: Property Address/Location of Construction Work: — — — — — — — — Date -��j - Approved for processing Building Permit. '' ff '` a ❑ Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.•: 1000 CHAPTER ER 236 (FnTgrq Owner,Design Profession!,Agent,contractor.other) --—--—"� "� zz. x II�� {{++ Stormwater Management Control Plan CHECK LIST NAME �O ern S e % 11 `tine Elio : tot iS M C P -Plan Requirements Provide ONE copy of the Building Permit Application. t`""ie Datc. a * Tite applicant must provide a Complete Explanation and/or Reason for not prot�iding q I0'a �a3 t all Information that has been Required by the following Checklist! 3gtufuts Ier - . 1. A Site Plan drawn to scale Not Less that G0'to the inch MUST YE NO NA If You answered No or NA to any Item,Please Provide Justification Here! If you need additional room for explanations,Please Provide additional Paper. show all of the following items: a. Location& Descri tion of Property Boundaries b. Total Site Acreage. c. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§23rrl7(CX2). EEst Hole Data Indicating Soil Characteristics&Depth to Ground Water. mits c Clearing &Area of Proposed Land Disturbance. . f. Existing& Proposed Contours of the Site (Minimum 2 Intervals) g. Location or all existing& proposed structures, roads, driveways,sidewalks,drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. , j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout areats). M. Location of all nroDosed erosion&sediment control measures. 2_ Stormwater Management Control Plan must include Calculations showing that the stormwaier improvements are sired to capture,store.and Infiltrate on-site(lie,run-off f rom all impervious surfaces generated by a two(21 inch x . rainfall/storm event. 3. Details 8 Sectional Drawings for siormwater practices are required for approval. Items regul"rig details shall include but not be limited to . a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet.Drainage Structures (e.g.catch basins.trench drains,etc.) d. Leaching Structures(e. .infiltration basins.swales.etc.) * *' FOR ENGINEERING DEPARTMENT USE ONLY*'** Additional Information is Required. I Stormwater Management Control Plan is Not Complete. Reviewed& I - - - - - - - - - .— - - - - - - - - - - - - - Approved By: I Stormwater Management Control Plan is Complete. SMCP has been approved by the Engineering Department. Date: FORM • SWCP Check List-TOS MAY 2014 ��gUfFOt,�coG Town Hall Annex y: Telephone(631)765-1802 54375 Main Road ~ Fax(631)765-9502 P.O.Box 1179 Southold, IVY 11971-0959 Q _ BUILDING-DEPARTMENT, NOTICE OF.UTILIZAT.ION:OF TRUSS TYPE CO.N.STRU_CTI;ON.,-PR•E-€NGIt+fEERET ,WOOD:CONSTRUCTION-AN O.R_' IMBER._CONS.TRUCTION:`.r. Z Date.-. ::• - Ov►Sner Location of Property �. 4`• Please take notice that the (cieck applicable line) New commercial or,ro identiai structure. h Addition to exisbig commercial or residenfial'strticture 57 . :Rehabllitation to an existing commercial or residential structure to be constrtzcted:or perlormed at the subject property reference abovewinll uU ze (check app(id blre 104 Trusst pe..construction(TT) ` y Pre=engineered#wood,construction (P;W:) x� 1 � _ Timber construcfion _ in the fol owing location(s) (check applicable line Floor framing, including girders and beams F t Roof framing (R) ✓. _. . . .Floor and roof._ ming-(.F_R),, - Signature--.- _----._..-- -----.-_--- Name (person submitting this form):.,. Capacity(check applicable line): Owner Owner re resertative P - _ TrussRegl5.dowc Effective 1/1/2015 Rallis, Damon From: Richter,Jamie Sent: Tuesday,August.13, 2019:8:17 AM .:: _-• To: Rallis,'Damon Subject:. RE:Vanston Bear Project Attachments: 5250 Vanstom Road.-.SCTM # 1000=111-10-14:pdf Damon had reviewed this for the Trustees and changes were made related to concerns. The last map I reviewed was complete'and considered compliant with-Chapter 236. If you have sent it over to me-I am sure that it has not changed. ' Currently, I have requested that your office issue building permits when you have been.waiting more than 2 weeks. will eventually catch up-but we have been-so busy lately Ican't.get to them. When you release permits prior to my formal review just let me know which tax map.number was written. Thank you for your assistance with this issue. Jamie . . James A.Richter, R.A. Stormwater Manager Office of the Engineer Town of Southold, New York Stormwater Management Control Plan Website: http://www.southoldtownU.gov/index.aspx?nid=195 Office: 631-765-1560 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the'intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic.Communications Privacy Act. If.you are not the intended recipient, please.contact the sender:and destroy all copies of the communication.. From:'Rallis, Damon Sent: Wednesday, August 07, 2019 12. 30 PM To: Richter, Jamie- Subject: Vanston Bear Project Jamie, I have a pretty significant project in front of me that is awaiting.your approval. 1.11-10-14 I don't want to release it without your review or.your permission—it's a big one:- - . Let me know what you think. Damon Peter Rallis 1. . 101 Phone: (631) 726-7600 • TRANSMITTAL To:Southold Building Department Date:11/02/2021 54375 NY-25 Souhold, NY 11971 Sent Via:Mail Job:5250 Vanston Road Job No.:3387 Message Attached please find the following: - One (1) copy of the SCDHS Approved Final Survey for 5250 Vanston Road, Southold prepared by The Raynor Group, P.E. & L.S. PLLC last dated September 5, 2021. Please let me know if you have any questions. Signed. e Ka bacher The Raynor Group , P.E. & ILoS 09 P LILC Deerfield Green P.O. Box 720 860 Montauk Highway Water Mill, New York 11976 • Phone: (631) 726-7600 • TRANSMITTAL To 3 �..k �. Date:07/08/2019 J,o hn�Sciales &"Paulette.�Dauis Greystone Administra ion 48 Fairlawn Drive sentvia:Dropoff Montauk, NY 11954 Job:Vanston Job No.:3387 Message John & Paulette, Attached please find the following: - Three (3) copies of the Stormwater Pollution Prevention Plan for 5250 Vanston Rd, prepared by The Raynor Group, P.E. & L.S. PLLC last dated July, 2019. Please let me know if you have any questions. Copy: Rob Herrmann, Consultant Signed: (AA" !i�� Lukas Zen ,E.I.T. The Raynor Group , P.E. ' IL. 09 P LILC Deerfield Green P.O. Box 720 860 Montauk Highway Water Mill, New York 11976 STORMWATER POLLUTION PREVENTION PLAN FOR RESIDENTIAL REDEVELOPMENT PROJECT AT 5250 VANSTON ROAD CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NY Owner/Applicant: Vanston Bear, LLC • c/o Andrew Beck P.O. Box 860 Saratoga Springs, NY 12866 July 2019 The Raynor Group, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY P.O. BOX 720 WATER MILL, NY 11976 SURVEYORS CIVIL ENGINEERS SITE PLANNERS t TABLE OF CONTENTS 1. Narrative Description....................................................................................................1 1.1 Introduction.............................................................................................................................1 1.2 Site Description.......................................................................................................................3 1.3 Project Description................................................................................................................4 1.4 Stormwater Management Objectives..............................................................................5 1.5 Pre-Development Conditions.............................................................................................5 1.5.1 Natural Drainage Area....................................................................................................................5 1.5.2 Water Bodies/Wetlands (Surface Water.............................................................................6 1.5.3 Critical Environmentally Sensitive Areas..............................................................................7 1.5.4 Infrastructure.....................................................................................................................................8 1.5.5 Soils.........................................................................................................................................................9 1.6 Groundwater............................................................................................................................9 1.7 Post-Development Conditions (Future) .........................................................................9 - 1.7.1 Infrastructure..................................................................................................................................10 1.8 Scope of the SWPPP.............................................................................................................10 1.8.1 Construction Period.....................................................................................................................10 1.8.2 Pollution Prevention Methods.................................................................................................10 _i 1.8.3 Sequence of Operations..............................................................................................................11 - 1.8.4 Maintenance of Stormwater Controls...................................................................................13 1.8.5 Description of Materials Stored Onsite................................................................................14 1.8.6 Pollution Prevention Plan..........................................................................................................14 1.8.7 Implementation Responsibilities............................................................................................15 1.8.8 SWPPP Updates&Amendments.............................................................................................15 1.8.9 Finalize Grading and Landscaping.........................................................................................16 - 2. Plans.................................................................................................................................. 16 2.1 Introduction...........................................................................................................................16 2.2 Location Map..........................................................................................................................17 2.3 Existing Conditions..............................................................................................................17 2.4 Proposed(Future) Conditions.........................................................................................17 3. Plan Component............................................................................................................ 18 3.1 Introduction........................................................................................................................... 3.2 Erosion and Sediment Control Plan(E&SC) ...............................................................18 4. Construction Sequence Scheduling........................................................................ 18 APPENDICES Appendix A - SPDES General Permit No. GP-0-15-002 Appendix B - Notice of Intent (NOI) Appendix C - Site Plan, Details, and Erosion &Sediment Control Plan Appendix D - Sample Forms, Standards &Specifications Appendix E - Soil Information - Natural Resources Conservation Services Appendix F-Construction Sequence Scheduling Appendix G - Notice of Termination (NOT) Appendix H - MS4 SWPPP Acceptance Form Vanston Bear, LLC-5250 Vanston Road, Cutchogue SWPPP 1. NARRATIVE DESCRIPTION This Storm Water Pollution Prevention Plan (SWPPP) has been prepared on behalf of Vanston Bear, LLC. This SWPPP will support proposed development activities at the property located at 5250 Vanston Road, Cutchogue, New York. This SWPPP fulfills the requirements of the New York State Department of Environmental Conservation (NYS DEC) State Pollutant Discharge Elimination System (SPDES) General Permit for Stormwater Discharges from Construction Activity (Permit No. GP-0-15-002). The goal of the General Permit is to increase pollution prevention associated with construction activities. 1.1 INTRODUCTION - The subject project involves the redevelopment of an existing single and separate residential lot with a single-family residence as well as a detached garage/barn. The proposed development would result in soil disturbance of more than one (1) acre, but less than five (5) acres, of land. 1 Federal Regulation 40 CFR Part 122 prohibits point source discharge of stormwater to waters of the United States without a permit issued under the National Pollutant Discharge Elimination System (NPDES). New York State is delegated by the United States Environmental Protection Agency (EPA) to administer its State Pollution Discharge Elimination Systems (SPDES) programs in lieu of EPA's NPDES program. The New York State Department of Environmental Conservation (NYSDEC) is the entity that is responsible for administering the SPDES program. Accordingly, in order to satisfy the above noted federal regulation as well as the applicable local regulations, the proposed project shall comply with the NYSDEC SPDES General Permit for Stormwater Discharges, Permit No. GP-0-15-002. A copy of the permit is contained in Appendix A. Based on the proposed scope of the project, a Stormwater Pollution Prevention Plan (SWPPP) is required under the criteria and conditions of the SPDES General Permit (Table 1). This document is intended to serve as the project's SWPPP and solely consists of an erosion and sediment control component as is required. This document (SWPPP) identifies and proposes methods and procedures for controlling and managing stormwater runoff and pollutants during and after construction activity, in a manner that would substantially conform to the conditions The Raynor Group, P.E. & L.S. PLLC 1 Vanston Bear, LLC-5250 Vanston Road, Cutchogue SWPPP of the SPDES General Permit No. GP-0-15-002. The design intent of the SWPPP is to minimize the adverse impacts of stormwater runoff during and after construction. This SWPPP defines the existing and proposed site conditions, how stormwater will be managed during and after construction is completed, and identifies the individual(s) who will be responsible for implementing and maintaining the practices that will ensure that the erosion and sediment control devices and new drainage systems remain efficient and functional. In conjunction with this SWPPP, a Notice of Intent (NOI) has been prepared for filing with the NYSDEC for coverage under SPDES General Permit No. GP-0-15-002. A draft copy of the Notice of Intent (NOI) is annexed hereto in Appendix B. This document is being submitted to the Town of Southold for review and acceptance. Upon acceptance, an MS4 Acceptance Form would be issued by the Town of Southold and ultimately forwarded to the NYSDEC along with the Notice of Intent (NOI). This SWPPP has been prepared for the owner/operator, Vanston Bear, LLC, for the purposes of satisfying the SPDES General Permit for Stormwater Discharges from Construction Activity and obtaining permit coverage for the proposed construction activity. t_ The Raynor Group, P.E. & L.S. PLLC 2 Vanston Bear,ILC-5250 Van ston Road, Cutchogue SWPPP 1.2 SITE DESCRIPTION The project site is located on the:southerly side of Vanston:Road, at:the corner:of W Bay:Road and Vanston Road, in'the hamlet of Cutchogue, Town of Southold,.Suffolk County, :New York (See figure 1). The site borders the Cutchogue:Harbor. .. Figure 1 -Project Location' 5250 Vanston Road Cutchogue, New York S.C.T.M.No.: 1000=111.00-10:00-014.000 The,subject parcel is identified•;as Suffolk County Tax Map Parcel. No. 1000-11 1.00-1 0.00- q 014.000. :The total site area is. 12.41 acres (540,391.47 S;F.). The: project:site is -currently. developed with one (1) single-family residence, a detached garage and a guesthouse. The existing dwelling -and garage are to be demolished and the. site redeveloped :with a 1 :story residence; detached .garage, raised swimming pool, pool: equipment storage building and . improved driveway. The existing guesthouse is to remain and be renovated: The existing site .. . conditions and features are shown on a survey map, prepared by Kenneth M'. Woychuk Land The-Raynor Group, P.E. 3 . Vanston Bear, LLC-5250 Vanston Road, Cutchogue SWPPP Surveying, P.C., last dated August 10, 2017. A copy of the survey map (existing site conditions) is contained in Appendix C. The existing topographical conditions of the site can be considered moderate sloping with the exception of the bluff area. The area in question slopes from an elevation of approximately 52 feet at the northeasterly end of the site down to an elevation of approximately 32 feet along the top of the bluff (southwesterly side of the property). At the top of the bluff, the property slopes in a southwesterly direction down to the Cutchogue Harbor. There are no existing drainage structures depicted on the existing conditions map. All existing drainage structures that are encountered during the redevelopment of the site are to be removed. The site is currently vegetated with lawn, shrubs, hedges and trees. During construction land grading shall be performed to contain stormwater runoff from the impervious surface areas (e.g. roof and patio areas, driveways, etc.). Vegetative measures shall also be implemented for the purposes of managing and reducing stormwater runoff. The vegetative measures proposed for the project shall include spreading topsoil, seeding and/or installing sod along with a complete restoration plan prepared by Margie Ruddick Landscape. The - surrounding properties consist of single-family residences. 1.3 PROJECT DESCRIPTION The project involves the demolition of the existing residence and the redevelopment of a - residential lot. The renovated residence would contain a gross floor area of approximately - 2,159 square feet. In addition to the primary residence, a detached garage, raised swimming pool, pool equipment storage building, improved driveway and other various site improvements are proposed. New underground utility services shall be provided along with two (2) new sanitary sewage treatment systems (VA OWTS). A copy of the Site Plan (Dwg. No. C-2) prepared by The Raynor Group, P.E. & L.S. PLLC last dated May 15, 2019, which depicts the proposed improvements, is contained in Appendix C. The total soil disturbance resulting from the proposed construction activity would be approximately 1.5 acres. The Raynor Group, P.E. & L.S. PLLC 4 Vanston Bear, LLC-5250 Vanston Road, Cutchogue SWPPP - The scope of the permanent stormwater management practices shall include grading and drainage improvements. Disturbed areas shall be graded with topsoil and vegetated with grass and plantings. Temporary stormwater management practices shall include wire backed silt fence, stockade tree fence protection, a stabilized construction entrance, and storm drain inlet protection for future drainage structures. Details of the proposed temporary stormwater management practices (Erosion and Sediment Controls) are provided on Dwg. No. C-5, in Appendix C, as prepared by The Raynor Group, P.E. &L.S. PLLC last dated May 15, 2019. 1.4 STORMWATER MANAGEMENT OBJECTIVES In conjunction with this project, the following stormwater management objectives have been set. The primary stormwater management objective is to minimize the adverse impacts of stormwater runoff both during and after construction, on and off the site. To attain this -- objective, the following practices are proposed: • Eliminate erosion and sediment loading off site. - 0 Minimize the impacts of stormwater runoff from flowing off site. • Control and contain the increased volume of stormwater runoff during and after construction. Maintain stormwater controls during and after construction is complete. 1.5 PRE-DEVELOPMENT CONDITIONS The site is currently developed with one (1) single-family residence, a detached garage, a guesthouse and associated improvements. The existing site conditions, features, and topography are shown on a survey map, which can be found in Appendix C (Sheet 1). 1.5.1 NATURAL DRAINAGE AREA The property is approximately 12.4 acres. The watershed and drainage tributary area for the project site is approximately 1.5 acres. There are approximately 7,756 square feet (0.18 acres) of existing impervious area currently on the property. Stormwater runoff currently drains in a -. southwesterly direction towards Cutchogue Harbor from Vanston Road (See, Existing Drainage The Raynor Group, P.E. & L.S. PLLC 5 Vansfon Bear, LLC-5250 Vanston:Road, Cutchogue SWPPP Pattern Plan; Dwg. No. C-6, prepared:by.The Raynor Group, P.E. &:L.S. PLLC last dated May .. 15, 201.9). II AZ WATER:BODIES/WETLANDS.(SURFACE WATER) According to the NYSDEC Freshwater Wetlands: Map, the subject parcel is: not located in a State Regulated Freshwater Wetlands Check Zone. (See green shaded area:in Figure:2). .. �*��"���+ � t .1 � ire i �!„'„+,�" ! •�,,� '— z, w Figure 2-Environmental Resource Mapper 5250 Vanston Road Cutchogue, New York S.C.T.M.N'o:: 1000-111:00-10.00-014.000 i The Raynor Group, P.E. & L.S. PLLC: 6 Vanston Bear, LLC-5250 Vanston Road; Cutch6gue SWPPP ' 1.5.3 CRITICAL,ENVIRONMENTALLY SENSITIVE AREAS According.to::the NY DEC Environmental; Resource Mapper, the .sUtiject property is: not in Coastal Salt:Pond:Natural Community.:area. (See pink: shaded area in Figure 3).:However, according to the..Environmental :Assessment Form. Mapper:Summary Report:there are-rare plants. or animals in the vicinity, of the subject::property.,,However., the proposed::site i disturbance shall take place:on:portions of the.site that.have been previously,disturbed, and, will n:ot impact any areas occupied by'rare plants:Or:animals. Figure 3-Environmental Resource Mapper. 6260 Vanston Road Cutchogue,:New York. . &C.T.M. No::1000-1:11:00-10.00=014.000 i - The.Raynor Group, P.E. & L.S..PLLC Vanston Bear, LLC-5250 Vansto.n:Road, Cutchogue SWPPP An evaluation of the pro perty'.s.historical.and archaeological significance has.been completed and according to the NYS Office of .Parks, Recreation.and Historic Places (OPRHP) Cultural Resource Information System (CRIS), the project site boundaries are well beyond.the limits of any archaeologically sensitive area and the limits of any.historid districts or areas. It should be noted that:single-family construction projects are: exempt:from OPRHP review requirements. The construction of,'a'single-family house on a single lot.qualifies-as, a General Construction . Permit Categorical Exclusion Under- 9 NY.CRR Sections 428.12/428.13,: GP-0-15-002, .Part ..I.F.8, p:..11, and..the January 2015. Letter :of Resolution (LOR) between the. NYSDEC and OPRHP. Figure 4 demonstrates an archaeological'zone ,(outlined in green), and a historical zone(shaded pink with a burgundy boundary) as determined by the state. w f r Figure 4-.NYS Cultural Resource Information System 5250 Vanston Road ' Cutchogue,.New York. S.C.T.M.No:1000-1.1100-10.00-014.000 The Raynor Group, P.E. & L.S. PLLC: 8 Vanston Bear, LLC-5250 Vanston Road, Cutchogue SWPPP 1.5.4 INFRASTRUCTURE The existing utilities consist of a private water supply, two (2) existing sanitary system, and underground utility lines. 9 Y 1.5.5 SOILS The soil type existing on the parcel and the adjacent right of way has been classified according to the Soils Survey of Suffolk County, New York prepared by the United States Department of Agriculture Soil Conservation Service in cooperation with Cornell Agricultural Experiment Station. The on-site soil type consists of Carver and Plymouth sands (3 to 15 percent slopes), Hooksan-Urban land complex (0-8 percent slopes), Plymouth loamy sand (3-8 percent slopes), Plymouth loamy sand (8-15 percent slopes), Beaches, and Water. The above soil types are all A rated soils. According to the USDA, Group A soils "have a high infiltration rate (low runoff potential) when thoroughly wet". These consist mainly of deep well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission." A portion of the Soils Survey is included in Appendix E. One (1) soil boring test hole performed by McDonald Geoscience dated April 20, 2018 can be found on the Site Plan (Dwg. No. C-2) last dated May 15, 2019, in Appendix C. 1.6 GROUNDWATER Based upon the aforementioned geotechnical exploration, groundwater was not encountered during the soil boring investigation, which extended down to approximately elevation 20.0 feet. Based on the data for the closest USGS monitoring well (USGS Well No. S 91814.1), the highest groundwater elevation is listed as 13.41 feet above the specific vertical datum. A high ground water elevation of 13.41 feet was utilized for the sanitary system and drainage designs. Refer to Appendix C for the location of the test hole. 1.7 POST-DEVELOPMENT CONDITIONS (FUTURE) The proposed project and construction activity involves the disturbance of no more than 1.5 acres. The post-development conditions will provide an on site impervious surface area of approximately 7,334 square feet (0.17 acres). _ The Raynor Group, P.E. & L.S. PLLC 9 Vanston Bear, LLC—5250 Vanston Road, Cutchogue SWPPP 1.7.1 INFRASTRUCTURE New utility extensions and connections, two (2) new public water supply connections, and two (2) new subsurface sewage treatment disposal systems (I/A OWTS) shall be provided for the proposed development. All electrical, communications and television services shall be installed underground. The sanitary sewage treatment disposal systems shall be installed as approved by the Suffolk County Department of Health Services and in accordance with the requirements of the Suffolk County Sanitary Code and the Town of Southold Zoning Code. 1.8 SCOPE OF THE SWPPP Based on the requirements outlined in the General Permit (Table 2), the following project criteria is noted: • The project involves land disturbance greater than one (1) acre, but less than five (5) acres. • The proposed project is a single family home not located in one of the watersheds listed in Appendix C of the General Permit and not directly discharging to one of the 303(d) segments listed in Appendix E of the SPDES General Permit. Accordingly, we have developed a Stormwater Pollution Prevention Plan (SWPPP) that only includes an Erosion and Sediment Control Component, as required. 1.8.1 CONSTRUCTION PERIOD Construction of the improvements for the project is expected to last for approximately 12 _ months beginning in September of 2019 and lasting until September of 2020. After construction is complete, there are no anticipated changes to the site development plan that would affect the stormwater runoff. The site shall operate and function as a single-family residence. 1.8.2 POLLUTION PREVENTION METHODS The following actions are being proposed to prevent litter, construction chemicals and construction debris from becoming a potential pollution source in stormwater discharges: • Refuse containers shall be provided onsite. • All litter and on site storage areas will be picked up on a daily basis. • Petroleum products and fuel storage will be stored in an enclosed diked area. The Raynor Group, P.E. & L.S. PLLC 10 Vanston Bear, LLC-5250 Vanston Road, Cutchogue SWPPP • Silt fence and/or straw/hay bales will be installed at the down gradient portion of the site alongthe required property lines. q P P Y • On site material stockpile areas shall be contained with silt fence placed along the base of the pile. Also, construction and waste materials shall be stored in a designated area(s). The designated area(s) shall be contained and stabilized in a manner that prevents potential pollutants from being exposed to stormwater, contains spills and facilitates clean ups as may be necessary. The area(s) shall be temporarily improved and maintained in a manner as noted above. All vehicles and equipment including subcontractor vehicles will be checked for leaking oil and fluids daily. Vehicles leaking fluids will not be allowed on site. Keep ample supply of spill- cleanup materials on site and immediately clean up spills and dispose of materials properly. Contact the NYSDEC with any reportable spill quantities. 1.8.3 SEQUENCE OF OPERATIONS The following outline is a general description of the sequence of operations for the proposed construction activities: 1. Installation of perimeter erosion control measures, specifically the silt fence as depicted on the Erosion and Sediment Control Plan & Details (copies enclosed as Appendix C). 2. Installation of two (2) stabilized construction entrances (tracking pad) along Vanston Road. 3. Control debris and dust resulting from daily construction activities and water as necessary or as directed by the Town's Inspector. 4. The SWPPP documents to include the Construction General Permit (GP-0-15-002), Notice of Intent, NYS DEC NOI Acknowledgement Letter, and all other SWPPP documents to include the completed contractor inspection reports (and photographs), SWPPP amendments, and SWPPP inspection reports shall be maintained on site. The Raynor Group, P.E. & L.S. PLLC 11 Vanston Bear, LLC—5250 Vanston Road, Cutchogue SWPPP 5. Demolition and removal of a portion of the existing structures located on the site as necessary. 6. Rough grading of the site in accordance with the approved site plans. 7. Stockpile topsoil required for final grading and landscaping as required, and cover stockpiled material as necessary to avoid or minimize erosion. Topsoil stockpiles shall be constructed as needed in accordance with the Stockpile detail found on the Erosion & Sediment Control Plan & Details sheet. 8. Construction of the buildings in accordance with the plans for same, as approved b the 9 P pP Y Building Department of the Town of Southold. 9. Installation of the sanitary sewage treatment systems as required by and as approved by the SCDHS as shown on the Site Plan. 10. Installation of poured concrete as shown on the approved Site Plan. Temporary stabilization shall be completed following back filling, as conditions require. Stabilization may include, but not limited to, hydroseeding, temporary vegetation and mulching. 11. Other site work, such as the installation of walkways, pads, etc., may continue concurrently with the remaining schedule of operations. 12. Installation of underground utilities water, electric cable television telephone lines). 13. Placement of sub-base for all proposed driveway areas, in phases if necessary, and complete final grading. 14. Remove all temporary erosion and sedimentation control measures and install permanent vegetation and landscaping following site stabilization, or as directed by the Town's Inspector. The Raynor Group, P.E. & L.S. PLLC Y p� 12 Vanston Bear LLC-5250 Vanston Road Cutcho9 ue SWPPP 1.8.4 MAINTENANCE OF STORMWATER CONTROLS In accordance with Chapter 236 of the Town of Southold Zoning Code, § 236-9 A. (2) Maintenance and Inspection During Construction, a qualified inspector shall conduct site inspections at least once every seven (7) calendar days and prepare an inspection report to be maintained in a site log book. The erosion and sediment controls must also be inspected daily by a trained contractor to ensure that the practices and prevention measures are being implemented and to ensure that they are being maintained in effective operating condition at all times. (GP-0-15-002 Part IV.B) Maintenance of all temporary erosion and sedimentation control measures should also be performed to ensure the highest level of effectiveness. Maintenance recommendations for erosion and sedimentation control measures include, but are not limited to, the following: • Remove sediment from silt fencing when accumulation reaches a depth of six (6) inches at the fence and repair fencing as needed so as to maintain an effective barrier. This practice should be checked and maintained on a daily basis. • Material is not to be stockpiled in areas needed for access in, out and within the site. • Catch basins are to be protected from siltation, and must be monitored regularly. Clean inlet protection when storage capacity of the below grade structures reaches fifty (50) percent capacity. • Erosion offsite shall be prevented. • Temporarily stabilize areas which are proposed for pavement until base course of asphalt is installed. • Supplement stone at the construction entrance as needed to insure areas are stabilized and to minimize dust and ponding of water in traveled pathways. • Complete a report of all inspections conducted during the construction period and maintain a record of all reports onsite as required by the General Permit. Copies of the Certifications, Site Inspection and record keeping documents including Permit Compliance forms are included in Appendix D (Sample Forms). tormwater management controls and drainage Maintenance of permanent s g structures will be performed by the owner/operator upon completion of the construction activities. Routine maintenance responsibilities for the permanent drainage facilities shall include the following: The nor Ra Group, P.E. & L.S. PLLC y p� 13 Vanston Bear, LLC—5250 Vanston Road, Cutchogue SWPPP • Monitoring of the drainage inlets should be completed on a routine basis, particularly following large storm events. Curb gutters and drainage grates should be kept free from the obstruction of leaves, trash and other debris. • Drainage structures should be inspected annually and immediately following a significant rainfall to ensure proper function and adequate recharge rates of stormwater runoff. Annual clean out of drainage structures is recommended. • Remove seasonal leaf litter and debris in early winter. Additional monitoring and cleanings may be necessary in the spring if higher than normal applications of sand and salt have been needed during the winter months. • All seeded and landscaped areas should be maintained, reseeded and mulched as necessary to maintain a vegetative cover. 1.8.5 DESCRIPTION OF MATERIALS STORED ONSITE Construction equipment and materials will be temporarily stored on the project site in designated areas only. This equipment and materials will include machinery for construction activities, stockpiled soils, granular fill and the temporary storage of building materials as necessary. Anchored tarp and/or silt fencing is recommended to minimize/prevent the migration of materials from their designated stockpile areas. Materials stored are anticipated to be innocuous and are not considered to have a detrimental impact on groundwater at the site. A covered dumpster will be used for all waste materials generated and sanitary waste will be collected in portable units and pumped as necessary, but at a minimum of once per week. Equipment and materials stored on site will be protected as needed to prevent accidental spills. 1.8.6 POLLUTION PREVENTION PLAN The Erosion & Sediment Control Plan is designed to contain sediments, pollutants and debris and to prevent them from migrating off the project site by implementing sediment barriers and appropriate construction practices. All sediment accidentally spilled, dropped, washed or The Raynor Group, P.E. & L.S. PLLC 14 Vanston Bear, LLC—5250 Vanston Road, Cutcho9 ue SWPPP tracked onto public right-of-ways should be removed daily. In an effort to, reduce possible sediment migration as a result of stormwater runoff and to improve site cleanliness, the removal of litter and sweeping of adjacent areas, sidewalks and pavement for site-generated debris is recommended. The site contractor will be responsible for ensuring that storage and stockpiling of materials and supplies will only take place in designated areas and that erosion - control measures are implemented to minimize/prevent wind-blown dust and erosion from weather. The site contractor will be responsible for securing an approved location for disposal. Washing of vehicles or equipment shall not be allowed on site. Construction vehicles will not be refueled at the project site and will be checked regularly for leaks to minimize the potential for petrochemical contamination. 1.8.7 IMPLEMENTATION RESPONSIBILITIES The site operator/contractor contracted by the site owner will be responsible for all construction activities and site grading as indicated on the approved Site Plans, as well as the installation of the erosion and sediment controls identified on the Site Plan. Signed contractor - certification statements, inspection forms and logs shall be maintained throughout the course of construction (see Appendix D for sample forms). A copy of this SWPPP, Contractor Certifications, Project Approvals and the Construction Site Log shall be kept and maintained onsite at all times. 1.8.8 SWPPP UPDATES &AMENDMENTS The following conditions and circumstances shall necessitate the preparation of an amendment to the SWPPP: - • Whenever there is a change in the design, to the construction plan or operations, which may affect the discharge of pollutants to surface waters. Any deviations from the General Permit Conditions or the general objective of reducing or eliminating pollutants in the stormwater discharge. • If the NYSDEC determines that a permit violation has occurred, corrective actions shall be performed as soon as possible with documentation submitted to the NYSDEC within 10 calendar days from the time the notice was issued. • Annually, when special provisions or circumstances arise or when deemed necessary by the owner's duly authorized representative. The Raynor Group, P.E. & L.S. PLLC -- y p� 15 Vanston Bear, LLC-5250 Vanston Road, Cutchogue SWPPP At the minimum the following information shall be included in any amendment: • Who requested the amendment • The reason (explanation)for the change • The location of the proposed change • The original proposed Best Management Practices (BMP), if any • The new proposed BMP 1.8.9 FINALIZE GRADING AND LANDSCAPING Temporary control measures other than perimeter controls shall be removed during finish grading. The temporary perimeter controls (silt fence) and inlet protection shall not be removed until all development activities at the site are complete and soils have been stabilized. 2. PLANS 2.1 INTRODUCTION The existing conditions map for the proposed development project has been prepared by Kenneth M. Woychuk Land Surveying, P.C.. The site plan drawings including the grading and drainage design and the Erosion and Sediment Control Plan and Details has been prepared by The Raynor Group, P.E. & L.S. PLLC. The landscape plan has been prepared by Margie Ruddick Landscape. The following is a complete listing of the drawings for the project: Sheet No. Title of Drawing Dated N/A Survey of: Described Parcels August 10, 2017 C-1 Existing Conditions & Demolition Plan May 15, 2019 C-2 Site Plan May T5, 2019 C-3 Details May 15, 2019 C-5 Erosion &Sediment Control Plan & Details May 15, 2019 C-6 Existing Drainage Pattern May 15, 2019 C-7 Proposed Drainage Pattern May 15, 2019 1 Restoration Plan June 10, 2019 A set of the site plan drawings is enclosed herewith in Appendix C. The location of the Erosion and Sediment Control Measures & Details are shown on Sheet C-5. The Raynor Group, P.E. & L.S. PLLC 16 Van ston Bear, LLC-5250 Vanston Road, Cutcho' gue SWPPP q. 2.2 LOCATION:MAP The'followin Is a artial copy.of the Suffolk Count GIS ma Fi ure. 5 , which is intended to. g : partial Y P ( g . ) . . depict the project location, topography;:offsite drainage areas and surrounding water bodies. z40A, ' tom x g N _"t•-• - L ,A .. w. z n i 'I .' ^' " u.x^M�'!& ,g•+9Ts � 4i� u* n.+ems: fi i, s Figure 5-:Suffolk County GIS .: .:. 5250 Vanston Road Cu chogue;New York S.C.T.M.No:-A000-11:100-10.00-014.000 .: .:. ` .2.3 EXISTING CONDITIONS The drawing, entitled Survey of: Described'Parcels, dated August 10, 2017 depicts the existing site features and property lines..,: 2.4 PROPOSED(FUTURE CONDITIONS The site plan and'the erosion and. sediment control .plans and details.dated May 15, 201'9 depicts the,following,proposed (future).conditions:' ' • . Final grading, areas of cut and fill and change:of land cover Future utility lines'-Water supply and sewage treatment systems • Potential locations for;waste and:equipment storage;areas.: • Points of stormwater. containrrient and flow patterns • Boundaries of existing vegetation and proposed:limits of disturbance q. The Raynor Group, R.E. & L.S..PLLC 17. Vanston Bear, LLC-5250 Vanston Road, Cutchogue SWPPP 3. PLAN COMPONENT 3.1 INTRODUCTION Based on the proposed scope of the project, as outlined in Section 1.8 of this document, the required SWPPP for the project would solely consist of an Erosion and Sediment Control Plan (E&SC). 3.2 EROSION AND SEDIMENT CONTROL PLAN (E&SC) The objectives of the soil erosion and sediment control plan (E&SC) are as follows: • To maintain the natural character of the soils and slopes both during and after construction. • To minimize sediment loading in the proposed drainage containment and offsite areas. • In the event of intense storm conditions to minimize sediment loading to offsite areas. The sequence of actions of the E&SC plan is runoff control, stabilization and sediment control. At the minimum, the contractor is responsible to implement all measures described in the Erosion and Sedimentation Control Plan (part of the approved Site Plan).. 4. CONSTRUCTION SEQUENCE SCHEDULING The preliminary construction sequence scheduling for the project appears in Appendix F of this SWPPP. The schedule identifies the Best Management Practices (BMP) for the planned activities from before the project is initiated through the completed site stabilization work. The schedule identifies the inspection and BMP measures that will be performed during and after construction. a available at the project site A copy of the schedule along with the corresponding plans shallb p � throughout the construction period. The Raynor Group, P.E. & L.S. PLLC 18 Appendix A SPDES General Permit No. GP-0-15-002 NEWYORK Department of - STp7E OF OPPORTUNITY Environmental Conservation NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES From CONSTRUCTION ACTIVITY Permit No. GP-0-15-002 Issued Pursuant to Article 17, Titles 7, 8 and Article 70 of the Environmental Conservation Law Effective Date: January 29, 2015 Expiration Date: January 28, 2020 -- Modification Date: July 14, 2015 — Correction of typographical error in definition of"New Development", Appendix A - November 23, 2016 — Updated to require the use of the New York State Standards and Specifications for Erosion and Sediment Control, dated November 2016. The use of this standard will be required as of February 1, 2017. John J. Ferguson Chief Permit Administrator A oriz d Signatur Date Address: NYS DEC Division of Environmental Permits 625 Broadway, 4th Floor Albany, N.Y. 12233-1750 I PREFACE Pursuant to Section 402 of the Clean Water Act ("MA"), stormwater discharges from certain construction activities are unlawful unless they are authorized by a National Pollutant Discharge Elimination System ("NPDES') permit or by a state permit program. - New York's State Pollutant Discharge Elimination System ("SPDES') is a NPDES- approved program with permits issued in accordance with the Environmental -- Conservation Law("ECL'). This general permit ("permit") is issued pursuant to Article 17, Titles 7, 8 and Article 70 of the ECL. An owner or operator may obtain coverage under this permit by submitting a Notice of Intent ("NOI") to the Department. Copies of this permit and the NOI for New York are available by calling (518) 402-8109 or at any New York State Department of Environmental Conservation ("the Department") regional office (see Appendix G).They are also available on the Department's website at: http://www.dec.ny..qov/ An owner or operator of a construction activity that is eligible for coverage under _ this permit must obtain coverage prior to the commencement of construction activity. Activities that fit the definition of"construction activity', as defined under 40 CFR 122.26(b)(14)(x), (15)(i), and (15)(ii), constitute construction of a point source and therefore, pursuant to Article 17-0505 of the ECL, the owner or operator must have coverage under a SPDES permit prior to commencing construction activity. They cannot wait until there is an actual discharge from the construction site to obtain permit coverage. *Note: The italicized words/phrases within this permit are defined in Appendix A. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES Part I. PERMIT COVERAGE AND LIMITATIONS..............................................................1 A. Permit Application .................................................................................................1 B. Effluent Limitations Applicable to Discharges from Construction Activities ...........1 C. Post-construction Stormwater Management Practice Requirements ....................4 D. Maintaining Water Quality.....................................................................................8 E. Eligibility Under This General Permit.....................................................................9 F. Activities Which Are Ineligible for Coverage Under This General Permit..............9 Part II. OBTAINING PERMIT COVERAGE .....................................................................12 A. Notice of Intent NOI Submittal 12 B. Permit Authorization............................................................................................13 C. General Requirements For Owners or Operators With Permit Coverage ...........15 D. Permit Coverage for Discharges Authorized Under GP-0-10-001 .......................17 E. Change of Owner or Operator.............................................................................17 Part III. STORMWATER POLLUTION PREVENTION PLAN (SWPPP)...........................18 A. General SWPPP Requirements ..........................................................................18 B. Required SWPPP Contents 20 - C. Required SWPPP Components by Project Type.................................................23 Part IV. INSPECTION AND MAINTENANCE REQUIREMENTS.....................................24 A. General Construction Site Inspection and Maintenance Requirements ..............24 B. Contractor Maintenance Inspection Requirements .............................................24 C. Qualified Inspector Inspection Requirements......................................................24 Part V. TERMINATION OF PERMIT COVERAGE...........................................................28 A. Termination of Permit Coverage .........................................................................28 Part VI. REPORTING AND RETENTION OF RECORDS................................................30 A. Record Retention ................................................................................................30 B. Addresses 30 ........................................................................................................... Part VII. STANDARD PERMIT CONDITIONS.................................................................31 A. Duty to Comply....................................................................................................31 B. Continuation of the Expired General Permit........................................................31 - C. Enforcement........................................................................................................31 D. Need to Halt or Reduce Activity Not a Defense...................................................31 E. Duty to Mitigate 32 F. Duty to Provide Information.................................................................................32 G. Other Information ................................................................................................32 H. Signatory Requirements......................................................................................32 I. Property Rights.......................................................................................................34 J. Severability.............................................................................................................34 K. Requirement to Obtain Coverage Under an Alternative Permit...........................34 L. Proper Operation and Maintenance ....................................................................35 M. Inspection and Entry ...........................................................................................35 N. Permit Actions.....................................................................................................36 O. Definitions ...........................................................................................................36 P. Re-Opener Clause ..............................................................................................36 I I Q. Penalties for Falsification of Forms and Reports.................................................36 R. Other Permits......................................................................................................36 APPENDIXA....................................................................................................................37 APPENDIXB....................................................................................................................44 -, APPENDIX C ...................................................................................................................46 APPENDIXD ...................................................................................................................52 _ APPENDIX E....................................................................................................................53 APPENDIXF.....................................................................................................................55 III (Part 1) Part I. PERMIT COVERAGE AND LIMITATIONS A. Permit Application This permit authorizes stormwater discharges to surface waters of the State from the following construction activities identified within 40 CFR Parts 122.26(b)(14)(x), 122.26(b)(15)(i) and 122.26(b)(15)(ii), provided all of the eligibility provisions of this permit are met: 1. Construction activities involving soil disturbances of one (1) or more acres; including disturbances of less than one acre that are part of a larger common plan of development or sale that will ultimately disturb one or more acres of land; excluding routine maintenance activity that is performed to maintain the original line and grade, hydraulic capacity or original purpose of a facility; 2. Construction activities involving soil disturbances of less than one (1) acre where the Department has determined that a SPDES permit is required for stormwater discharges based on the potential for contribution to a violation of a water quality standard or for significant contribution of pollutants to surface waters of the State. 3. Construction activities located in the watershed(s) identified in Appendix D that involve soil disturbances between five thousand (5,000) square feet and one (1) acre of land. B. Effluent Limitations Applicable to Discharges from Construction Activities Discharges authorized by this permit must achieve, at a minimum, the effluent limitations in Part 1.B.1. (a)—(f) of this permit. These limitations represent the degree of effluent reduction attainable by the application of best practicable technology currently available.- 1. Erosion and Sediment Control Requirements - The owner or operator must select, design, install, implement and maintain control measures to minimize the discharge of pollutants and prevent a violation of the water quality standards. The selection, design, installation, implementation, and maintenance of these control measures must meet the non-numeric effluent limitations in Part 1.B.1.(a) — (f) of this permit and be in accordance with the New York State Standards and Specifications for Erosion and Sediment Control, dated November 2016, using sound engineering judgment. Where control measures are not designed in conformance with the design criteria included in the technical standard, the owner or operator must include in the Stormwater Pollution Prevention Plan ("SWPPP") the reason(s) for the deviation or alternative design and provide information 1 (Part 1.B.1) which demonstrates that the deviation or alternative design is equivalent to the technical standard. a. Erosion and Sediment Controls. Design, install and maintain effective erosion and sediment controls to minimize the discharge of pollutants and prevent a violation of the water quality standards. At a minimum, such controls must be designed, installed and maintained to: (i) Minimize soil erosion through application of runoff control and soil stabilization control measure to minimize pollutant discharges; (ii) Control stormwater discharges to minimize channel and streambank erosion and scour in the immediate vicinity of the discharge points; (iii) Minimize the amount of soil exposed during construction activity; - (iv) Minimize the disturbance of steep slopes; v Minimize sediment discharges from the site; ( ) g (vi) Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas and maximize stormwater infiltration to reduce pollutant discharges, unless infeasible; (vii) Minimize soil compaction. Minimizing soil compaction is not required where the intended function of a specific area of the site dictates that it be compacted; and (viii) Unless infeasible, preserve a sufficient amount of topsoil to complete soil restoration and establish a uniform, dense vegetative cover. b. Soil Stabilization. In areas where soil disturbance activity has temporarily . or permanently ceased, the application of soil stabilization measures must be initiated by the end of the next business day and completed within fourteen (14) days from the date the current soil disturbance activity ceased. For construction sites that directly discharge to one of the 303(d) segments listed in Appendix E or is located in one of the watersheds listed in Appendix C, the application of soil stabilization measures must be initiated by the end of the next business day and completed within seven (7) days from the date the current soil disturbance activity ceased. See _ Appendix A for definition of Temporarily Ceased. c. Dewatering. Discharges from dewatering activities, including discharges 2 (Part 1.B.1.c) from dewatering of trenches and excavations, must be managed by appropriate control measures. d. Pollution Prevention Measures. Design, install, implement, and maintain effective pollution prevention measures to minimize the discharge of pollutants and prevent a violation of the water quality standards. At a minimum, such measures must be designed, installed, implemented and maintained to: (i) Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water, and other wash waters. This applies to washing operations that use clean water only. Soaps, detergents and solvents cannot be used; (ii) Minimize the exposure of building materials, building products, construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste and other materials present on the site to precipitation and to stormwater. Minimization of exposure is not required in cases where the exposure to precipitation and to stormwater will not result in a discharge of pollutants, or where exposure of a specific material or product poses little risk of stormwater contamination (such as final products and materials intended for outdoor use) ; and (iii) Prevent the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures. e. Prohibited Discharges. The following discharges are prohibited: (i) Wastewater from washout of concrete; (ii) Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds and other construction materials; (iii) Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; (iv) Soaps or solvents used in vehicle and equipment washing; and (v) Toxic or hazardous substances from a spill or other release. f. Surface Outlets. When discharging from basins and impoundments, the outlets shall be designed, constructed and maintained in such a manner that sediment does not leave the basin or impoundment and that erosion 3 (Part 1.13.1.f) at or below the outlet does not occur. C. Post-construction Stormwater Management Practice Requirements 1. The owner or operator of a construction activity that requires post- construction stormwater management practices pursuant to Part III.C. of this permit must select, design, install, and maintain the practices to meet the performance criteria in the New York State Stormwater Management Design Manual ("Design Manual'), dated January 2015, using sound engineering judgment. Where post-construction stormwater management practices ("SMPs") are not designed in conformance with the performance criteria in the Design Manual, the owner or operator must include in the SWPPP the reason(s) for the deviation or alternative design and provide information which demonstrates that the deviation or alternative design is equivalent to the technical standard. 2. The owner or operator of a construction activity that requires post- construction stormwater management practices pursuant to Part III.C. of this permit must design the practices to meet the applicable sizing criteria in Part I.C.2.a., b., c. or d. of this permit. a. Sizing Criteria for New Development- (i) Runoff Reduction Volume ("RRv"): Reduce the total Water Quality Volume ("WQv") by application of RR techniques and standard SMPs with RRv capacity. The total WQv shall be calculated in accordance with the criteria in Section 4.2 of the Design Manual. (ii) Minimum RRv and Treatment of Remaining Total WQv: Construction activities that cannot meet the criteria in Part I.C.2.a.(i) of this permit due to site limitations shall direct runoff from all newly constructed impervious areas to a RR technique or standard SMP with RRv capacity unless infeasible. The specific site limitations that prevent the reduction of 100% of the WQv shall — be documented in the SWPPP. For each impervious area that is not directed to a RR technique or standard SMP with RRv capacity, the SWPPP must include documentation which demonstrates that all options were considered and for each option explains why it is considered infeasible. In no case shall the runoff reduction achieved from the newly constructed impervious areas be less than the Minimum RRv as calculated using the criteria in Section 4.3 of the Design Manual. The remaining portion of the total WQv 4 (Part I.C.2.a.ii) that cannot be reduced shall be treated by application of standard SMPs. (iii) Channel Protection Volume ("Cpv"): Provide 24 hour extended detention of the post-developed 1-year, 24-hour storm event; remaining after runoff reduction. The Cpv requirement does not apply when: (1) Reduction of the entire Cpv is achieved by application of runoff reduction techniques or infiltration systems, or (2) The site discharges directly to tidal waters, or fifth order or larger streams. g -, (iv) Overbank Flood Control Criteria ("Qp"): Requires storage to attenuate the post-development 10-year, 24-hour peak discharge rate (Qp) to predevelopment rates. The Qp requirement does not apply when: (1) the site discharges directly to tidal waters or fifth order or larger streams, or (2) A downstream analysis reveals that overbank control is not required. (v) Extreme Flood Control Criteria ("Qf'): Requires storage to attenuate the post-development 100-year, 24-hour peak discharge rate (Qf) to predevelopment rates. The Qf requirement does not apply when: (1) the site discharges directly to tidal waters or fifth order or larger streams, or (2) A downstream analysis reveals that overbank control is not required. b. Sizing Criteria for New Development in Enhanced Phosphorus Removal Watershed (i) Runoff Reduction Volume (RRv): Reduce the total Water Quality Volume (WQv) by application of RR techniques and standard SMPs with RRv capacity. The total WQv is the runoff volume from the 1-year, 24 hour design storm over the post-developed watershed and shall be calculated in accordance with the criteria in Section 10.3 of the Design Manual. (ii) Minimum RRv and Treatment of Remaining Total WQv: Construction activities that cannot meet the criteria in Part I.C.2.b.(i) of this permit due to site limitations shall direct runoff from all newly constructed impervious areas to a RR technique or 5 S (Part I.C.2.b.ii) standard SMP with RRv capacity unless infeasible. The specific site limitations that prevent the reduction of 100% of the WQv shall be documented in the SWPPP. For each impervious area that is not directed to a RR technique or standard SMP with RRv capacity, the SWPPP must include documentation which demonstrates that all options were considered and for each option explains why it is considered infeasible. In no case shall the runoff reduction achieved from the newly constructed impervious areas be less than the Minimum RRv as calculated using the criteria in Section 10.3 of the Design Manual. The remaining portion of the total WQv that cannot be reduced shall be treated by application of standard SMPs. (iii) Channel Protection Volume (Cpv): Provide 24 hour extended detention of the post-developed 1-year, 24-hour storm event; remaining after runoff reduction. The Cpv requirement does not apply when: (1) Reduction of the entire Cpv is achieved by - ` application of runoff reduction techniques or infiltration systems, or (2) The site discharges directly to tidal waters, or fifth order or larger streams. _ (iv) . Overbank Flood Control Criteria (Qp): Requires storage to attenuate the post-development 10-year, 24-hour peak discharge rate (Qp) to predevelopment rates. The Qp requirement does not - apply when: (1) the site discharges directly to tidal waters or fifth order or larger streams, or _ (2) A downstream analysis reveals that overbank control is not required. (v) Extreme Flood Control Criteria (Qf): Requires storage to attenuate - the post-development 100-year, 24-hour peak discharge rate (Qf) to predevelopment rates. The Qf requirement does not apply when: (1) the site discharges directly to tidal waters or fifth order or larger streams, or (2) A downstream analysis reveals that overbank control is not required. c. Sizing Criteria for Redevelopment Activity 6 (Part I.C.2.c.i) (i) Water Quality Volume (WQv): The WQv treatment objective for redevelopment activity shall be addressed by one of the following options. Redevelopment activities located in an Enhanced Phosphorus Removal Watershed (see Part III.B.3. and Appendix C of this permit) shall calculate the WQv in accordance with Section 10.3 of the Design Manual. All other redevelopment activities shall calculate the WQv in accordance with Section 4.2 of the Design Manual. (1) Reduce the existing impervious cover by a minimum of 25% of the total disturbed, impervious area. The Soil Restoration criteria in Section 5.1.6 of the Design Manual must be applied to all newly created pervious areas, or (2) Capture and treat a minimum of 25% of the WQv from the disturbed, impervious area by the application of standard SMPs; or reduce 25% of the WQv from the disturbed, impervious area by the application of RR techniques or standard SMPs with RRv capacity., or j (3) Capture and treat a minimum of 75% of the WQv from the disturbed, impervious area as well as any additional runoff from tributary areas by application of the alternative practices discussed in Sections 9.3 and 9.4 of the Design Manual., or (4) Application of a combination of 1, 2 and 3 above that provide a weighted average of at least two of the above methods. Application of this method shall be in accordance with the criteria in Section 9.2.1(B) (IV) of the Design Manual. If there is an existing post-construction stormwater management practice located on the site that captures and treats runoff from the impervious area that is being disturbed, the WQv treatment option selected must, at a minimum, provide treatment equal to the treatment that was being provided by the existing practice(s) if that treatment is greater than the treatment required by options 1 — 4 above. (ii) Channel Protection Volume (Cpv): Not required if there are no changes to hydrology that increase the discharge rate from the project site. (iii) Overbank Flood Control Criteria (Qp): Not required if there are no changes to hydrology that increase the discharge rate from the project site. 7 (Part I.C.2.c.iv) (iv) Extreme Flood Control Criteria (Qf): Not required if there are no changes to hydrology that increase the discharge rate from the project site. d. Sizing Criteria for Combination of Redevelopment Activity and New Development - Construction projects that include both New Development and Redevelopment Activity shall provide post-construction stormwater management controls that meet the sizing criteria calculated as an aggregate of the Sizing Criteria in Part I.C.2.a. or b. of this permit for the New Development portion of the project and Part I.C.2.c of this permit for Redevelopment -= Activity portion of the project. D. Maintaining Water Quality The Department expects that compliance with the conditions of this permit will control discharges necessary to meet applicable water quality standards. It shall be a violation of the ECL for any discharge to either cause or contribute to a violation of water quality standards as contained in Parts 700 through 705 of Title 6 of the Official Compilation of Codes, Rules and Regulations of the State of New York, such as: 1. There shall be no increase in turbidity that will cause a substantial visible contrast to natural conditions; 2. There shall be no increase in suspended, colloidal or settleable solids that will cause deposition or impair the waters for their best usages; and 3. There shall be no residue from oil and floating substances, nor visible oil film, nor globules of grease. If there is evidence indicating that the stormwater discharges authorized by this permit are causing, have the reasonable potential to cause, or are contributing to a violation of the water quality standards; the owner or operator must take appropriate corrective action in accordance with Part IV.C.5. of this general permit and document in accordance with Part IV.C.4. of this general permit. To address the water quality standard violation the owner or operator may need to provide additional information, include and implement appropriate controls in the SWPPP to correct the problem, or obtain an individual SPDES permit. If there is evidence indicating that despite compliance with the terms and conditions of this general permit it is demonstrated that the stormwater discharges authorized by this permit are causing or contributing to a violation of water quality standards, or J 8 (Part I.D) if the Department determines that a modification of the permit is necessary to prevent a violation of water quality standards, the authorized discharges will no longer be eligible for coverage under this permit. The Department may require the owneroroperatorto obtain an individual SPDES permit to continue discharging. E. Eligibility Under This General Permit 1. This permit may authorize all discharges of stormwater from construction activity to surface waters of the State and groundwaters except for ineligible discharges identified under subparagraph F. of this Part. 2. Except for non-stormwater discharges explicitly listed in the next paragraph, this permit only authorizes stormwater discharges from construction activities. 3. Notwithstanding paragraphs E.1 and E.2 above, the following non- stormwater discharges may be authorized by this permit: discharges from firefighting activities; fire hydrant flushings; waters to which cleansers or other components have not been added that are used to wash vehicles or control dust in accordance with the SWPPP, routine external building washdown which does not use detergents; pavement washwaters where spills or leaks of toxic or hazardous materials have not occurred (unless all spilled material has been removed) and where detergents are not used; air conditioning condensate; uncontaminated groundwater or spring water; uncontaminated discharges from construction site de-watering operations; and foundation or footing drains where flows are not contaminated with process materials such as solvents. For those entities required to obtain coverage under this permit, and who discharge as noted in this paragraph, and with the exception of flows from firefighting activities, these discharges must be identified in the SWPPP. Under all circumstances, the owner or operator must still comply with water quality standards in Part I.D of this permit. 4. The owner or operator must maintain permit eligibility to discharge under this permit. Any discharges that are not compliant with the eligibility conditions of this permit are not authorized by the permit and the owner or operator must either apply for a separate permit to cover those ineligible discharges or take steps necessary to make the discharge eligible for coverage. F. Activities Which Are Ineligible for Coverage Under This General Permit All of the following are not authorized by this permit: 9 (Part LF) 1. Discharges after construction activities have been completed and the site has undergone final stabilization; 2. Discharges that are mixed with sources of non-stormwater other than those expressly authorized under subsection E.3. of this Part and identified in the SWPPP required by this permit; 3. Discharges that are required to obtain an individual SPDES permit or another SPDES general permit pursuant to Part VII.K. of this permit; 4. Construction activities or discharges from construction activities that may adversely affect an endangered or threatened species unless the owner or _ operator has obtained a permit issued pursuant to 6 NYCRR Part 182 for the project or the Department has issued a letter of non-jurisdiction for the project. All documentation necessary to demonstrate eligibility shall be maintained on site in accordance with Part II.C.2 of this permit. 5. Discharges which either cause or contribute to a violation of water quality standards adopted pursuant to the ECL and its accompanying regulations; 6. Construction activities for residential, commercial and institutional projects: a. Where the discharges from the construction activities are tributary to waters of the state classified as AA or AA-s; and b. Which disturb one or more acres of land with no existing impervious cover, and c. Which are undertaken on land with a Soil Slope Phase that is identified as an E or F, or the map unit name is inclusive of 25% or greater slope, on the United States Department of Agriculture ("USDA") Soil Survey for the County where the disturbance will occur. 7. Construction activities for linear transportation projects and linear utility projects: a. Where the discharges from the construction activities are tributary to waters of the state classified as AA or AA-s; and b. Which disturb two or more acres of land with no existing impervious cover, and c. Which are undertaken on land with a Soil Slope Phase that is identified as an E or F, or the map unit name is inclusive of 25% or greater slope, on the USDA Soil Survey for the County where the disturbance will occur. 10 (Part I.F.8) 8. Construction activities that have the potential to affect an historic property, unless there is documentation that such impacts have been resolved. The following documentation necessary to demonstrate eligibility with this requirement shall be maintained on site in accordance with Part II.C.2 of this permit and made available to the Department in accordance with Part VII.F of this permit: a. Documentation that the construction activity is not within an archeologically sensitive area indicated on the sensitivity map, and that the construction activity is not located on or immediately adjacent to a property listed or determined to be eligible for listing on the National or State Registers of Historic Places, and that there is no new permanent building on the construction site within the following distances from a building, structure, or object that is more than 50 years old, or if there is such a new permanent building on the construction site within those parameters that NYS Office of Parks, Recreation and Historic Preservation (OPRHP), a Historic Preservation Commission of a Certified Local Government, or a qualified preservation professional has determined that the building, structure, or object more than 50 years old is not historically/archeologically significant. - ■ 1-5 acres of disturbance - 20 feet ■ 5-20 acres of disturbance - 50 feet ■ 20+ acres of disturbance - 100 feet, or b. DEC consultation form sent to OPRHP, and copied to the NYS DEC Agency Historic Preservation Officer (APO), and (i) the State Environmental Quality Review (SEQR) Environmental Assessment Form (EAF) with a negative declaration or the Findings Statement, with documentation of OPRHP's agreement with the resolution; or (ii) documentation from OPRHP that the construction activity will result in No Impact; or (iii) documentation from OPRHP providing a determination of No Adverse Impact; or (iv) a Letter of Resolution signed by the owner/operator, OPRHP and the DEC APO which allows for this construction activity to be eligible for coverage under the general permit in terms of the State Historic Preservation Act (SHPA); or _ c. Documentation of satisfactory compliance with Section 106 of the National Historic Preservation Act for a coterminous project area: (i) No Affect (ii) No Adverse Affect 11 i - (Part I.F.8.c.iii) (iii) Executed Memorandum of Agreement, or d. Documentation that: (i) SHPA Section 14.09 has been completed by NYS DEC or another state agency. ' 9. Discharges from construction activities that are subject to an existing SPDES individual or general permit where a SPDES permit for construction activity has been terminated or denied; or where the owner or operator has failed to renew an expired individual permit. Part II. OBTAINING PERMIT COVERAGE A.Notice of Intent (NOI) Submittal - 1. An owner or operator of a construction activity that is not subject to the requirements of a regulated, traditional land use control MS4 must first q prepare a SWPPP in accordance with all applicable requirements of this permit and then submit a completed NOI form to the Department in order to be authorized to discharge under this permit. An.owner or operator shall use either the electronic (eNO1) or paper version of the NO1 that the Department prepared. Both versions of the NOI are located on the Department's website (http://www.dec.ny.gov/ ). The paper version of the NOI shall be signed in accordance with Part VII.H. of this permit and submitted to the following address. NOTICE OF INTENT NYS DEC, Bureau of Water Permits 625 Broadway, 4th Floor Albany, New York 12233-3505 2. An owner or operator of a construction activity that is subject to the requirements of a regulated, traditional land use control MS4 must first prepare a SWPPP in accordance with all applicable requirements of this permit and then have its SWPPP reviewed and accepted by the regulated, - traditional land use control MS4 prior to submitting the NOI to the Department. The owner or operator shall have the "MS4 SWPPP Acceptance" form signed in accordance with Part VII.H., and then submit that form along with a completed NOI to the Department. An owner or operator shall use either the electronic (eNO1) or paper version of the NOI. The paper version of the NOI shall be signed in accordance with Part VII.H. of this permit and submitted to the address in Part II.A.1. 12 (Part II.A.2) The requirement for an owner or operator to have its SWPPP reviewed and accepted by the MS4 prior to submitting the NOI to the Department does not apply to an owner or operator that is obtaining permit coverage in accordance with the requirements in Part II.E. (Change of Owner or Operator) or where the owner or operator of the construction activity is the regulated, traditional land use control MS4. 3. The owner or operator shall have the SWPPP preparer sign the "SWPPP Preparer Certification" statement on the NOI prior to submitting the form to the Department. 4. As of the date the NOI is submitted to the Department,the owner or operator shall make the NOI and SWPPP available for review and copying in accordance with the requirements in Part VILF. of this permit. B. Permit Authorization 1. An owner or operator shall not commence construction activity until their authorization to discharge under this permit goes into effect. 2. Authorization to discharge under this permit will be effective when the owner or operator has satisfied all of the following criteria: - a. project review pursuant to the State Environmental Quality Review Act ("SEQRA") have been satisfied, when SEQRA is applicable. See the - Department's website (http://www.dec.ny.gov/) for more information, b. where required, all necessary Department permits subject to the Uniform Procedures Act ("UPA') (see 6 NYCRR Part 621) have been obtained, unless otherwise notified by the Department pursuant to 6 NYCRR 621.3(a)(4). Owners or operators of construction activities that are required to obtain UPA permits must submit a preliminary SWPPP to the - appropriate DEC Permit Administrator at the Regional Office listed in Appendix F at the time all other necessary UPA permit applications are submitted. The preliminary SWPPP must include sufficient information to demonstrate that the construction activity qualifies for authorization under this permit, c. the final SWPPP has been prepared, and d. a complete NOI has been submitted to the Department in accordance with the requirements of this permit. 3. An owner or operator that has satisfied the requirements of Part II.B.2 above 13 I (Part II.13.3) will be authorized to discharge stormwater from their construction activity in - accordance with the following schedule: a. For construction activities that are not subject to the requirements of a regulated, traditional land use control MS4: (i) Five (5) business days from the date the Department receives a complete electronic version of the NOI (eNO1) for construction activities with a SWPPP that has been prepared in conformance with the design criteria in the technical standard referenced in Part III.B.1 and the performance criteria in the technical standard referenced in Parts III.B., 2 or 3, for construction activities that 0 require post-construction stormwater management practices pursuant to Part III.C.; or (ii) Sixty (60) business days from the date the Department receives a - complete NOI (electronic or paper version) for construction activities with a SWPPP that has not been prepared in conformance with the design criteria in technical standard referenced in Part III.B.1. or, for construction activities that require post-construction stormwater management practices pursuant to Part III.C., the performance criteria in the technical standard referenced in Parts III.B., 2 or 3, or; (iii) Ten (10) business days from the date the Department receives a complete paper version of the NOI for construction activities with a SWPPP that has been prepared in conformance with the design criteria in the technical standard referenced in Part III.B.1 and the performance criteria in the technical standard referenced in Parts III.B., 2 or 3, for construction activities that require post- construction stormwater management practices pursuant to Part III.C. b. For construction activities that are subject to the requirements of a regulated, traditional land use control MS4: (i) Five (5) business days from the date the Department receives both a complete electronic version of the NOI (eNO1) and signed "MS4 SWPPP Acceptance" form, or (ii) Ten (10) business days from the date the Department receives both a complete paper version of the NOI and signed "MS4 SWPPP Acceptance" form. 4. The Department may suspend or deny an owner's or operator's coverage 14 I (Part II.B.4) under this permit if the Department determines that the SWPPP does not meet the permit requirements. In accordance with statute, regulation, and the terms and conditions of this permit, the Department may deny coverage under this permit and require submittal of an application for an individual SPDES permit based on a review of the NOI or other information pursuant to Part ll. 5. Coverage under this permit authorizes stormwater discharges from only those areas of disturbance that are identified in the NOI. If an owner or operator wishes to have stormwater discharges from future or additional areas of disturbance authorized, they must submit a new NOI that addresses that phase of the development, unless otherwise notified by the Department. The owner or operator shall not commence construction activity on the future or additional areas until their authorization to discharge - under this permit goes into effect in accordance with Part II.B. of this permit. C. General Requirements For Owners or Operators With Permit Coverage 1. The owner or operator shall ensure that the provisions of the SWPPP are implemented from the commencement of construction activity until all areas of disturbance have achieved final stabilization and the Notice of Termination ("NOT") has been submitted to the Department in accordance with Part V. of this permit. This includes any changes made to the SWPPP pursuant to Part III.A.4. of this permit. 2. The owner or operator shall maintain a copy of the General Permit (GP-0- 15-002), NOI, NOI Acknowledgment Letter, SWPPP, MS4 SWPPP Acceptance form, inspection reports, and all documentation necessary to - demonstrate eligibility with this permit at the construction site until all disturbed areas have achieved final stabilization and the NOT has been submitted to the Department. The documents must be maintained in a secure location, such as a job trailer, on-site construction office, or mailbox with lock. The secure location must be accessible during normal business hours to an individual performing a compliance inspection. 3. The owner or operator of a construction activity shall not disturb greater than five (5) acres of soil at any one time without prior written authorization from the Department or, in areas under the jurisdiction of a regulated, traditional land use control MS4, the regulated, traditional land use control MS4 (provided the regulated, traditional land use control MS4 is not the owner or operator of the construction activity). At a minimum, the owner or operator must comply with the following requirements in order to be authorized to disturb greater than five (5) acres of soil at any one time: a. The owner or operator shall 15 (Part II.C.3.a) have a qualified inspector conduct at least two (2) site inspections in accordance with Part IV.C. of this permit every seven (7) calendar days, for as long as greater than five (5) acres of soil remain disturbed. The two (2) inspections shall be separated by a minimum of two (2) full calendar days. b. In areas where soil disturbance activity has temporarily or permanently ceased, the application of soil stabilization measures must be initiated by the end of the next business day and completed within seven (7) days from the date the current soil disturbance activity ceased. The soil stabilization measures selected shall be in conformance with the technical standard, New York State Standards and Specifications for Erosion and ti Sediment Control, dated November 2016. c. The owner or operator shall prepare a phasing plan that defines maximum disturbed area per phase and shows required cuts and fills. d. The owner or operator shall install any additional site specific practices needed to protect water quality. e. The owner or operator shall include the requirements above in their SWPPP. 4. In accordance with statute, regulations, and the terms and conditions of this permit, the Department may suspend or revoke an owner's or operator's coverage under this permit at any time if the Department determines that the SWPPP does not meet the permit requirements. Upon a finding of significant non-compliance with the practices described in the SWPPP or violation of this permit, the Department may order an immediate stop to all activity at the site until the non-compliance is remedied. The stop work order shall be in writing, describe the non-compliance in detail, and be sent to the owner or operator. 5. For construction activities that are subject to the requirements of a regulated, traditional land use control MS4, the owner or operator shall notify the regulated, traditional land use control MS4 in writing of any planned amendments or modifications to the post-construction stormwater management practice component of the SWPPP required by Part III.A. 4. and 5. of this permit. Unless otherwise notified by the regulated, traditional land use control MS4, the owner or operator shall have the SWPPP amendments or modifications reviewed and accepted by the regulated, traditional land use control MS4 prior to commencing construction of the post-construction stormwater management practice 16 (Part II.D) D. Permit Coverage for Discharges Authorized Under GP-0-10-001 1. Upon renewal of SPDES General Permit for Stormwater Discharges from Construction Activity (Permit No. GP-0-10-001), an owner or operator of a construction activity with coverage under GP-0-10-001, as of the effective date of GP-0-15-002, shall be authorized to discharge in accordance with GP-0-15-002, unless otherwise notified by the Department. An owner or operator may continue to implement the technical/design components of the post-construction stormwater management controls provided that such design was done in conformance with the technical standards in place at the time of initial project authorization. However, they must comply with the other, non-design provisions of GP-0-15-002. E. Change of Owner or Operator 1. When property ownership changes or when there is a change in operational control over the construction plans and specifications, the original owner or operator must notify the new owner or operator, in writing, of the requirement to obtain permit coverage by submitting a NOI with the Department. Once the new owner or operator obtains permit coverage, the original owner or operator shall then submit a completed NOT with the name and permit identification number of the new owner or operator to the Department at the address in Part II.A.1. of this permit. If the original owner or operator maintains ownership of a portion of the construction activity and will disturb soil, they must maintain their coverage under the permit. Permit coverage for the new owner or operator will be effective as of the date the Department receives a complete NOI, provided the original owner or operatorwas not subject to a sixty(60) business day authorization period that has not expired as of the date the Department receives the NOI from the new owner or operator. 17 (Part III) Part III. STORMWATER POLLUTION PREVENTION PLAN (SWPPP) A. General SWPPP Requirements 1. A SWPPP shall be prepared and implemented by the owner or operator of each construction activity covered by this permit. The SWPPP must document the selection, design, installation, implementation and maintenance of the control measures and practices that will be used to meet the effluent limitations in Part I.B. of this permit and where applicable, the post-construction stormwater management practice requirements in Part I.C. of this permit. The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be submitted to the Department prior to the commencement of construction activity. A copy of the completed, final NOI shall be included in the SWPPP. 2. The SWPPP shall describe the erosion and sediment control practices and _- where required, post-construction stormwater management practices that will�be used and/or constructed to reduce the pollutants in stormwater discharges and to assure compliance with the terms and conditions of this permit. In addition, the SWPPP shall identify potential sources of pollution which may reasonably be expected to affect the quality of stormwater discharges. 3. All SWPPPs that require the post-construction stormwater management practice component shall be prepared by a qualified professional that is - knowledgeable in the principles and practices of stormwater management and treatment. 4. The owner or operator must keep the SWPPP current so that it at all times accurately documents the erosion and sediment controls practices that are being used or will be used during construction, and all post-construction stormwater management practices that will be constructed on the site. At a minimum, the owner or operator shall amend the SWPPP: a. whenever the current provisions prove to be ineffective in minimizing pollutants in stormwater discharges from the site; b. whenever there is a change in design, construction, or operation at the construction site that has or could have an effect on the discharge of pollutants; and c. to address issues or deficiencies identified during an inspection by the qualified inspector, the Department or other regulatory authority. 5. The Department may notify the owner or operator at any time that the 18 (Part III.A.5) SWPPP does not meet one or more of the minimum requirements of this permit. The notification shall be in writing and identify the provisions of the - SWPPP that require modification. Within fourteen (14) calendar days of such notification, or as otherwise indicated by the Department, the owner or operator shall make the required changes to the SWPPP and submit written notification to the Department that the changes have been made. If the owner or operator does not respond to the Department's comments in the specified time frame, the Department may suspend the owner's or operator's coverage under this permit or require the owner or operator to obtain coverage under an individual SPDES permit in accordance with Part II.C.4. of this permit. 6. Prior to the commencement of construction activity, the owner or operator must identify the contractor(s) and subcontractor(s) that will be responsible for installing, constructing, repairing, replacing, inspecting and maintaining — the erosion and sediment control practices included in the SWPPP; and the contractor(s) and subcontractor(s) that will be responsible for constructing the post-construction stormwater management practices included in the SWPPP. The owner or operator shall have each of the contractors and subcontractors identify at least one person from their company that will be responsible for implementation of the SWPPP. This person shall be known as the trained contractor. The owner or operator shall ensure that at least one trained contractor is on site on a daily basis when soil disturbance activities are being performed. The owner or operator shall have each of the contractors and subcontractors identified above sign a copy of the following certification statement below before they commence any construction activity: "I hereby certify under penalty of law that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection. I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System ("SPDES") general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards. Furthermore, I am aware that there are significant penalties for submitting false information, that I do not believe to be true, including the possibility of fine and imprisonment for knowing violations"In addition to providing the certification statement above, the certification page must also identify the specific elements of the SWPPP that each contractor and subcontractor will be responsible for and include the name and title of the person providing the signature; the name and title of the 19 (Part III.A.6) trained contractor responsible for SWPPP implementation; the name, address and telephone number of the contracting firm; the address (or other identifying description) of the site; and the date the certification statement is signed. The owner or operator shall attach the certification statement(s) to the copy of the SWPPP that is maintained at the construction site. If new or additional contractors are hired to implement measures identified in the SWPPP after construction has commenced, they must also sign the certification statement and provide the information listed above. 7. For projects where the Department requests a copy of the SWPPP or inspection reports, the owner or operator shall submit the documents in both electronic(PDF only) and paper format within five (5) business days, unless otherwise notified by the Department. B. Required SWPPP Contents 1. Erosion and sediment control component -All SWPPPs prepared pursuant to this permit shall include erosion and sediment control practices designed in conformance with the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated November 2016. Where erosion and sediment control practices are not designed in conformance with the design criteria included in the technical standard, the owner or operator must demonstrate equivalence to the technical standard. At a minimum, the erosion and sediment control component of the SWPPP shall include the following: a. Background information about the scope of the project, including the location, type and size of project; b. A site map/construction drawing(s) for the project, including a general location map. At a minimum, the site map shall show the total site area; all improvements; areas of disturbance; areas that will not be disturbed; existing vegetation; on-site and adjacent off-site surface water(s); flood plai n/floodway boundaries; wetlands and drainage patterns that could be affected by the construction activity; existing and final contours ; locations of different soil types with boundaries; material, waste, borrow or equipment storage areas located on adjacent properties; and location(s) of the stormwater discharge(s); c. A description of the soil(s) present at the site, including an identification of the Hydrologic Soil Group (HSG); d. A construction phasing plan and sequence of operations describing the intended order of construction activities, including clearing and grubbing, excavation and grading, utility and infrastructure installation and any other 20 (Part III.B.1.d) activity at the site that results in soil disturbance; e. A description of the minimum erosion and sediment control practices to be installed or implemented for each construction activity that will result in soil disturbance. Include a schedule that identifies the timing of initial - placement or implementation of each erosion and sediment control practice and the minimum time frames that each practice should remain in place or be implemented; f. A temporary and permanent soil stabilization plan that meets the requirements of this general permit and the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, -- dated November 2016, for each stage of the project, including initial land clearing and grubbing to project completion and achievement of final stabilization; - g. A site map/construction drawing(s) showing the specific location(s), size(s), and length(s) of each erosion and sediment control practice; h. The dimensions, material specifications, installation details, and operation and maintenance requirements for all erosion and sediment control practices. Include the location and sizing of any temporary sediment basins and structural practices that will be used to divert flows from exposed soils; i. A maintenance inspection schedule for the contractor(s) identified in Part III.A.6. of this permit, to ensure continuous and effective operation of the erosion and sediment control practices. The maintenance inspection schedule shall be in accordance with the requirements in the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated November 2016; j. A description of the pollution prevention measures that will be used to control litter, construction chemicals and construction debris from _ becoming a pollutant source in the stormwater discharges; k. A description and location of any stormwater discharges associated with - industrial activity other .than construction at the site, including, but not limited to, stormwater discharges from asphalt plants and concrete plants located on the construction site; and I. Identification of any elements of the design that are not in conformance with the design criteria in the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated November 2016. Include the reason for the deviation or alternative design r 21 ' I T (Part 111.B.1.1) and provide information which demonstrates that the deviation or alternative design is equivalent to the technical standard. 2. Post-construction stormwater management practice component — The owner or operator of any construction project identified in Table 2 of Appendix B as needing post-construction stormwater management practices shall prepare a SWPPP that includes practices designed in conformance with the applicable sizing criteria in Part I.C.2.a., c. or d. of . this permit and the performance criteria in the technical standard, New York State Stormwater Management Design Manual dated January 2015 Where post-construction stormwater management practices are not designed in conformance with the performance criteria in the technical standard, the owner or operator must include in the SWPPP the reason(s) for the deviation or alternative design and provide information which demonstrates that the deviation or alternative design is equivalent to the technical standard. The post-construction stormwater management practice component of the -r SWPPP shall include the following: a. Identification of all post-construction stormwater management practices to be constructed as part of the project. Include the dimensions, material specifications and installation details for each post-construction - stormwater management practice; b. A site map/construction drawing(s) showing the specific location and size of each post-construction stormwater management practice; c. A Stormwater Modeling and Analysis Report that includes: (i) Map(s) showing pre-development conditions, including watershed/subcatchments boundaries, flow paths/routing, and design points; (ii) Map(s) showing post-development conditions, including watershed/subcatchments boundaries, flow paths/routing, design points and post-construction stormwater management practices; (iii) Results of stormwater modeling (i.e. hydrology and hydraulic analysis) for the required storm events. Include supporting calculations (model runs), methodology, and a summary table that compares pre and post-development runoff rates and volumes for the different storm events; (iv) Summary table, with supporting calculations, which demonstrates 22 (Part III.B.2.c.iv) that each post-construction stormwater management practice has been designed in conformance with the sizing criteria included in the Design Manual; (v) Identification of any sizing criteria that is not required based on the requirements included in Part I.C. of this permit; and i (vi) Identification of any elements of the design that are not in conformance with the performance criteria in the Design Manual. p 9 Include the reason(s) for the deviation or alternative design and provide information which demonstrates that the deviation or alternative design is equivalent to the Design Manual; d. Soil testing results and locations (test pits, borings); e. Infiltration test results, when required; and f. An operations and maintenance plan that includes inspection and maintenance schedules and actions to ensure continuous and effective operation of each post-construction stormwater management practice. The plan shall identify the entity that will be responsible for the long term operation and maintenance of each practice. 3. Enhanced Phosphorus Removal Standards - All construction projects identified in Table 2 of Appendix B that are located in the watersheds identified in Appendix C shall prepare a SWPPP that includes post- construction stormwater management practices designed in conformance with the applicable sizing criteria in Part I.C.2. b., c. or d. of this permit and the performance criteria, Enhanced Phosphorus Removal Standards included in the Design Manual. At a minimum, the post-construction _ stormwater management practice component of the SWPPP shall include items 2.a - 2.f. above. C. Required SWPPP Components by Project Type Unless otherwise notified by the Department, owners or operators of construction activities identified in Table 1 of Appendix B are required to prepare a SWPPP that only includes erosion and sediment control practices designed in conformance with Part III.B.1 of this permit. Owners oroperators of the construction activities identified in Table 2 of Appendix B shall prepare a SWPPP that also includes post-construction stormwater management practices designed in conformance with Part III.B.2 or 3 of this permit. 23 -- (Part IV) Part IV. INSPECTION AND MAINTENANCE REQUIREMENTS A. General Construction Site Inspection and Maintenance Requirements 1. The owner or operator must ensure that all erosion and sediment control practices (including pollution prevention measures) and all post- construction stormwater management practices identified in the SWPPP are inspected and maintained in accordance with Part IV.B. and C. of this - permit. 2. The terms of this permit shall not be construed to prohibit the State of New York from exercising any authority pursuant to the ECL, common law or federal law, or prohibit New York State from taking any measures, whether civil or criminal, to prevent violations of the laws of the State of New York, or protect the public health and safety and/or the environment. B. Contractor Maintenance Inspection Requirements 1. The owner or operator of each construction activity identified in Tables 1 and 2 of Appendix B shall have a trained contractor inspect the erosion and sediment control practices and pollution prevention measures being implemented within the active work area daily to ensure that they are being maintained in effective operating condition at all times. If deficiencies are identified, the contractor shall begin implementing corrective actions within one business day and shall complete the corrective actions in a reasonable time frame. _ 2. For construction sites where soil disturbance activities have been _ temporarily suspended (e.g. winter shutdown) and temporary stabilization f, measures have been applied to all disturbed areas, the trained contractor can stop conducting the maintenance inspections. The trained contractor shall begin conducting the maintenance inspections in accordance with Part IV.B.1. of this permit as soon as soil disturbance activities resume. 3. For construction sites where soil disturbance activities have been shut down - with partial project completion, the trained contractor can stop conducting _ the maintenance inspections if all areas disturbed as of the project shutdown date have achieved final stabilization and all post-construction stormwater management practices required for the completed portion of the project have been constructed in conformance with the SWPPP and are operational. C. Qualified Inspector Inspection Requirements 24 (Part IV.C) The owner or operator shall have a qualified inspector conduct site inspections in conformance with the following requirements: -- [Note: The trained contractor identified in Part III.A.6. and IV.B. of this permit cannot conduct the qualified inspector site inspections unless they meet the qualified inspector qualifications included in Appendix A. In order to perform these inspections, the trained contractor would have to be a: - licensed Professional Engineer, - Certified Professional in Erosion and Sediment Control (CPESC), - Registered Landscape Architect, or -someone working under the direct supervision of, and at the same company as, the licensed Professional Engineer or Registered Landscape Architect, provided they have received four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water - Conservation District, or other Department endorsed entity]. - 1. A qualified inspector shall conduct site inspections for all construction activities identified in Tables 1 and 2 of Appendix B, with the exception of: a. the construction of a single family residential subdivision with 25% or less impervious cover at total site build-out that involves a soil disturbance of one (1) or more acres of land but less than five (5) acres and is not located in one of the watersheds listed in Appendix C and not directly discharging to one of the 303(d) segments listed in Appendix E; b. the construction of a single family home that involves a soil disturbance of one (1) or more acres of land but less than five (5) acres and is not located in one of the watersheds listed in Appendix C and not directly discharging to one of the 303(d) segments listed in Appendix E; c. construction on agricultural property that involves a soil disturbance of one (1) or more acres of land but less than five (5) acres; and d. construction activities located in the watersheds identified in Appendix D that involve soil disturbances between five thousand (5,000) square feet and one (1) acre of land. 2. Unless otherwise notified by the Department, the qualified inspector shall conduct site inspections in accordance with the following timetable: i- a. For construction sites where soil disturbance activities are on-going, the qualified inspector shall conduct a site inspection at least once every seven (7) calendar days. b. For construction sites where soil disturbance activities are on-going and 25 (Part IV.C.2.b) j the owner or operator has received authorization in accordance with Part II.C.3 to disturb greater than five (5) acres of soil at any one time, the qualified inspector shall conduct at least two (2) site inspections every seven (7) calendar days. The two (2) inspections shall be separated by a minimum of two (2) full calendar days. c. For construction sites where soil disturbance activities have been - temporarily suspended (e.g. winter shutdown) and temporary stabilization ,i measures have been applied to all disturbed areas, the qualified inspector shall conduct a site inspection at least once every thirty (30) calendar days. The owner or operator shall notify the DOW Water (SPDES) Program contact at the Regional Office (see contact information in Appendix F) or, in areas under the jurisdiction of a regulated, traditional land use control MS4, the regulated, traditional land use control MS4 (provided the regulated, traditional land use control MS4 is not the owner or operator of the construction activity) in writing prior to reducing the frequency of inspections. d. For construction sites where soil disturbance activities have been shut down with partial project completion, the qualified inspector can stop conducting inspections if all areas disturbed as of the project shutdown date have achieved final stabilization and all post-construction stormwater management practices required for the completed portion of the project have been constructed in conformance with the SWPPP and are operational. The owner or operator shall notify the DOW Water (SPDES) Program contact at the Regional Office (see contact information in Appendix F) or, in areas under the jurisdiction of a regulated, traditional land use control MS4, the regulated, traditional land use control MS4 (provided the regulated, traditional land use control MS4 is not the owner or operator of the construction activity) in writing prior to the shutdown. If soil disturbance activities are not resumed within 2 years from the date of shutdown,the owner or operator shall have the qualified inspector perform a final inspection and certify that all disturbed areas have achieved final stabilization, and all temporary, structural erosion and sediment control measures have been removed; and that all post-construction stormwater management practices have been constructed in conformance with the SWPPP by signing the "Final Stabilization" and "Post-Construction Stormwater Management Practice" certification statements on the NOT. The owner or operator shall then submit the completed NOT form to the address in Part II.A.1 of this permit. e. For construction sites that directly discharge to one of the 303(d) segments listed in Appendix E or is located in one of the watersheds listed in Appendix C, the qualified inspector shall conduct at least two (2) site inspections every seven (7) calendar days. The two (2) inspections shall 26 L-_ Part IV.C.2.e be separated by a minimum of two (2) full calendar days. 3. At a minimum, the qualified inspector shall inspect all erosion and sediment control practices and pollution prevention measures to ensure integrity and effectiveness, all post-construction stormwater management practices under construction to ensure that they are constructed in conformance with the SWPPP, all areas of disturbance that have not achieved final stabilization, all points of discharge to natural surface waterbodies located within, or immediately adjacent to, the property boundaries of the construction site, and all points of discharge from the construction site. 4. The qualified inspector shall prepare an inspection report subsequent to each and every inspection.At a minimum, the inspection report shall include and/or address the following: a. Date and time of inspection; b. Name and title of person(s) performing inspection; c. A description of the weather and soil conditions (e.g. dry, wet, saturated) at the time of the inspection; d. A description of the condition of the runoff at all points of discharge from the construction site. This shall include identification of any discharges of sediment from the construction site. Include discharges from conveyance systems (i.e. pipes, culverts, ditches, etc.) and overland flow; e. A description of the condition of all natural surface waterbodies located within, or immediately adjacent to, the property boundaries of the construction site which receive runoff from disturbed areas. This shall include identification of any discharges of sediment to the surface waterbody; -- f. Identification of all erosion and sediment control practices and pollution prevention measures that need repair or maintenance; g. Identification of all erosion and sediment control practices and pollution prevention measures that were not installed properly or are not functioning as designed and need to be reinstalled or replaced; h. Description and sketch of areas with active soil disturbance activity, areas that have been disturbed but are inactive at the time of the inspection, and areas that have been stabilized (temporary and/or final) since the last inspection; 27 - (Part IV.C.4.i) i. Current phase of construction of all post-construction stormwater management practices and identification of all construction that is not in conformance with the SWPPP and technical standards; j. Corrective action(s) that must be taken to install, repair, replace or maintain erosion and sediment control practices and pollution prevention measures; and to correct deficiencies identified with the construction of _ the post-construction stormwater management practice(s); k. Identification and status of all corrective actions that were required by previous inspection; and I. Digital photographs, with date stamp, that clearly show the condition of all practices that have been identified as needing corrective actions. The qualified inspector shall attach paper color copies of the digital photographs to the inspection report being maintained onsite within seven (7) calendar days of the date of the inspection. The qualified inspector shall also take digital photographs, with date stamp, that clearly show the condition of the practice(s) after the corrective action has been completed. The qualified inspector shall attach paper color copies of the digital photographs to the inspection report that documents the completion of the corrective action work within seven (7) calendar days of that inspection. 5. Within one business day of the completion of an inspection, the qualified inspector shall notify the owner or operator and appropriate contractor or subcontractor identified in Part III.A.6. of this permit of any corrective actions that need to be taken. The contractor or subcontractor shall begin implementing the corrective actions within one business day of this notification and shall complete the corrective actions in a reasonable time frame. 6. All inspection reports shall be signed by the qualified inspector. Pursuant to Part II.C.2. of this permit, the inspection reports shall be maintained on site with the SWPPP. Part V. TERMINATION OF PERMIT COVERAGE A. Termination of Permit Coverage 1. An owner or operator that is eligible to terminate coverage under this permit must submit a completed NOT form to the address in Part II.A.1 of this permit. The NOT form shall be one which is associated with this permit, signed in accordance with Part VII.H of this permit. 28 (Part V.A.2) 2. An owner or operator may terminate coverage when one or more the following conditions have been met: a. Total project completion -All construction activity identified in the SWPPP has been completed; and all areas of disturbance have achieved final stabilization; and all temporary, structural erosion and sediment control measures have been removed; and all post-construction stormwater management practices have been constructed in conformance with the SWPPP and are operational; b. Planned shutdown with partial project completion - All soil disturbance activities have ceased; and all areas disturbed as of the project shutdown date have achieved final stabilization; and all temporary, structural erosion and sediment control measures have been removed; and all post- construction stormwater management practices required for the completed portion of the project have been constructed in conformance with the SWPPP and are operational; - c. A new owner or operator has obtained coverage under this permit in accordance with Part II.E. of this permit. d. The owner or operator obtains coverage under an alternative SPDES general permit or an individual SPDES permit. 3. For construction activities meeting subdivision 2a. or 2b. of this Part, the owner or operator shall have the qualified inspector perform a final site inspection prior to submitting the NOT. The qualified inspector shall, by signing the "Final Stabilization" and "Post-Construction Stormwater Management Practice certification statements on the NOT, certify that all the requirements in Part V.A.2.a. or b. of this permit have been achieved. 4. For construction activities that are subject to the requirements of a regulated, traditional land use control MS4 and meet subdivision 2a. or 2b. of this Part, the owner or operator shall have the regulated, traditional land use control MS4 sign the "MS4 Acceptance" statement on the NOT in accordance with the requirements in Part VII.H. of this permit. The regulated, traditional land use control MS4 official, by signing this statement, has determined that it is acceptable for the owner or operator to submit the NOT in accordance with the requirements of this Part. The regulated, traditional land use control MS4 can make this determination by performing a final site inspection themselves or by accepting the qualified inspector's final site inspection certification(s) required in Part V.A.3. of this permit. 29 (Part V.A.5) 5. For construction activities that require post-construction stormwater management practices and meet subdivision 2a. of this Part, the owner or operator must, prior to submitting the NOT, ensure one of the following: a. the post-construction stormwater management practice(s) and any right- of-way(s) needed to maintain such practice(s) have been deeded to the municipality in which the practice(s) is located, b. an executed maintenance agreement is in place with the municipality that _ will maintain the post-construction stormwater management practice(s), c. for post-construction stormwater management practices that are privately owned, the owner or operator has a mechanism in place that requires operation and maintenance of the practice(s) in accordance with the operation and maintenance plan, such as a deed covenant in the owner or operator's deed of record, d. for post-construction stormwater management practices that are owned by a public or private institution (e.g. school, university, hospital), government agency or authority, or public utility; the owner or operator has policy and procedures in place that ensures operation and maintenance of the practices in accordance with the operation and maintenance plan. Part VI. REPORTING AND RETENTION OF RECORDS A. Record Retention The owner or operator shall retain a copy of the NOI, NOI Acknowledgment Letter, SWPPP, MS4 SWPPP Acceptance form and any inspection reports that were prepared in conjunction with this permit for a period of at least five (5) years from the date that the Department receives a complete NOT submitted in accordance with Part V. of this general permit. - B. Addresses With the exception of the NOI, NOT, and MS4 SWPPP Acceptance form (which must be submitted to the address referenced in Part II.A.1 of this permit), all written correspondence requested by the Department, including individual permit applications, shall be sent to the address of the appropriate DOW Water (SPDES) Program contact at the Regional Office listed in Appendix F. 30 (Part VI I) Part VII. STANDARD PERMIT CONDITIONS A. Duty to Comply The owner or operator must comply with all conditions of this permit. All contractors and subcontractors associated with the project must comply with the terms of the SWPPP. Any non-compliance with this permit constitutes a violation of the Clean Water Act (CWA) and the ECL and is grounds for an enforcement action against the owner or operator and/or the contractor/subcontractor; permit revocation, suspension or modification; or denial of a permit renewal application. Upon a finding of significant non-compliance with this permit or the applicable SWPPP, the Department may order an immediate stop to all construction activity at the site until the non-compliance is remedied. The stop work order shall be in writing, shall describe the non-compliance in detail, and shall be sent to the owner or operator. If any human remains or archaeological remains are encountered during excavation, the owner or operator must immediately cease, or cause to cease, all construction - activity in the area of the remains and notify the appropriate Regional Water Engineer (RWE). Construction activity shall not resume until written permission to do so has been received from the RWE. B. Continuation of the Expired General Permit This permit expires five (5) years from the effective date. If a new general permit is not issued prior to the expiration of this general permit, an owner or operator with coverage under this permit may continue to operate and discharge in accordance with the terms and conditions of this general permit, if it is extended pursuant to the State Administrative Procedure Act and 6 NYCRR Part 621, until a new general permit is issued. C. Enforcement Failure of the owner or operator, its contractors, subcontractors, agents and/or assigns to strictly adhere to any of the permit requirements contained herein shall constitute a violation of this permit. There are substantial criminal, civil, and administrative penalties associated with violating the provisions of this permit. Fines of up to $37,500 per day for each violation and imprisonment for up to fifteen (15) years may be assessed depending upon the nature and degree of the offense. D. Need to Halt or Reduce Activity Not a Defense It shall not be a defense for an owner or operator in an enforcement action that it would have been necessary to halt or reduce the construction activity in order to maintain compliance with the conditions of this permit. 31 (Part VILE) E. Duty to Mitigate The owner or operator and its contractors and subcontractors shall take all reasonable steps to minimize or prevent any discharge in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment. F. Duty to Provide Information The owner or operator shall furnish to the Department, within a reasonable specified - time period of a written request, all documentation necessary to demonstrate eligibility and any information to determine compliance with this permit or to determine whether cause exists for modifying or revoking this permit, or suspending J or denying coverage under this permit, in accordance with the terms and conditions -_ of this permit. The NOI, SWPPP and inspection reports required by this permit are public documents that the owner or operator must make available for review and copying by any person within five (5) business days of the owner or operator receiving a written request by any such person to review these documents. Copying of documents will be done at the requester's expense. G. Other Information When the owner or operator becomes aware that they failed to submit any relevant facts, or submitted incorrect information in the NOI or in any of the documents required by this permit , or have made substantive revisions to the SWPPP (e.g. the scope of the project changes significantly, the type of post-construction stormwater management practice(s) changes, there is a reduction in the sizing of the post- construction stormwater management practice, or there is an increase in the disturbance area or impervious area), which were not reflected in the original NOI - submitted to the Department, they shall promptly submit such facts or information to the Department using the contact information in Part II.A. of this permit. Failure of the owner or operator to correct or supplement any relevant facts within five (5) business days of becoming aware of the deficiency shall constitute a violation of this permit. H. Signatory Requirements 1. All NOls and NOTs shall be signed as follows: a. For a corporation these forms shall be signed by a responsible corporate officer. For the purpose of this section, a responsible corporate officer means: (i) a president, secretary, treasurer, or vice-president of the 32 Part VII.H.1.a.i corporation in charge of a principal business function, or any other person who performs similar policy or decision-making functions for the corporation; or (ii) the manager of one or more manufacturing, production or operating facilities, provided the manager is authorized to make management decisions which govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long term environmental compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; b. For a partnership or sole proprietorship these forms shall be signed by a general partner or the proprietor, respectively; or c. For a municipality, State, Federal, or other public agency these forms shall be signed by either a principal executive officer or ranking elected official. For purposes of this section, a principal executive officer of a Federal agency includes: (i) the chief executive officer of the agency, or (ii) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency (e.g., Regional Administrators of EPA). 2. The SWPPP and other information requested by the Department shall be signed by a person described in Part VII.H.1. of this permit or by a duly authorized representative of that person. A person is a duly authorized representative only if: a. The authorization is made in writing by a person described in Part VII.H.1. of this permit; b. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named 33 (Part VII.H.2.b) individual or any individual occupying a named position) and, c. The written authorization shall include the name, title and signature of the authorized representative and be attached to the SWPPP. 3. All inspection reports shall be signed by the qualified inspector that performs the inspection. 4. The MS4 SWPPP Acceptance form shall be signed by the principal executive officer or ranking elected official from the regulated, traditional land use control MS4, or by a duly authorized representative of that person. - It shall constitute a permit violation if an incorrect and/or improper signatory authorizes any required forms, SWPPP and/or inspection reports. I. Property Rights The issuance of this permit does not convey any property rights of any sort, nor any exclusive privileges, nor does it authorize any injury to private property nor any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations. Owners or operators must obtain any applicable conveyances, easements, licenses and/or access to real property prior to - commencing construction activity. J. Severability The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder of this permit shall not be affected thereby. K. Requirement to Obtain Coverage Under an Alternative Permit 1. The Department may require any owner or operator authorized by this permit to apply for and/or obtain either an individual SPDES permit or another SPDES general permit. When the Department requires any discharger authorized by a general permit to apply for an individual SPDES permit, it shall notify the discharger in writing that a permit application is required. This notice shall include a brief statement of the reasons for this decision, an application form, a statement setting a time frame for the owner or operator to file the application for an individual SPDES permit, and a deadline,-not sooner than 180 days from owner or operator receipt of the notification letter, whereby the authorization to 34 (Part VII.K.1) discharge under this general permit shall be terminated. Applications must be submitted to the appropriate Permit Administrator at the Regional Office. The Department may grant additional time upon demonstration, to the satisfaction of the Department, that additional time to apply for an alternative authorization is necessary or where the Department has not provided a permit determination in accordance with Part 621 of this Title. 2. When an individual SPDES permit is issued to a discharger authorized to permit for the same dischar e discharge under a general SPDES p s g ( ), the general permit authorization for outfalls authorized under the individual SPDES permit is automatically terminated on the effective date of the individual permit unless termination is earlier in accordance with 6 NYCRR Part 750. L. Proper Operation and Maintenance The owner or operator shall at all times properly operate and maintain all facilities - and systems of treatment and control (and related appurtenances) which are installed or used by the owner oroperatorto achieve compliance with the conditions of this permit and with the requirements of the SWPPP. M. Inspection and Entry The owner or operator shall allow an authorized representative of the Department, EPA, applicable county health department, or, in the case of a construction site which discharges through an MS4, an authorized representative of the MS4 receiving the discharge, upon the presentation of credentials and other documents as may be required by law, to: 1. Enter upon the owner's or operator's premises where a regulated facility or activity is located or conducted or where records must be kept under the conditions of this permit; 2. Have access to and copy at reasonable times, any records that must be kept under the conditions of this permit; and 3. Inspect at reasonable times any facilities or equipment(including monitoring and control equipment), practices or operations regulated or required by this permit. 4. Sample or monitor at reasonable times, for purposes of assuring permit compliance or as otherwise authorized by the Act or ECL, any substances or parameters at any location. 35 (Part VII.N) N. Permit Actions This permit may, at any time, be modified, suspended, revoked, or renewed by the Department in accordance with 6 NYCRR Part 621. The filing of a request by the owner or operator for a permit modification, revocation and reissuance, termination, a notification of planned changes or anticipated noncompliance does not limit, diminish and/or stay compliance with any terms of this permit. O. Definitions Definitions of key terms are included in Appendix A of this permit. P. Re-Opener Clause 1. If there is evidence indicating potential or realized impacts on water quality due to any stormwater discharge associated with construction activity covered by this permit, the owner or operator of such discharge may be required to obtain an individual permit or alternative general permit in accordance with Part VII.K. of this permit or the permit may be modified to include different limitations and/or requirements. 2. Any Department initiated permit modification, suspension or revocation will be conducted in accordance with 6 NYCRR Part 621, 6 NYCRR 750-1.18, and 6 NYCRR 750-1.20. Q. Penalties for Falsification of Forms and Reports In accordance with 6NYCRR Part 750-2.4 and 750-2.5, any person who knowingly makes any false material statement, representation, or certification in any application, record, report or other document filed or required to be maintained under this permit, including reports of compliance or noncompliance shall, upon conviction, be punished in accordance with ECL §71-1933 and or Articles 175 and 210 of the New York State Penal Law. - R. Other Permits Nothing in this permit relieves the owner or operator from a requirement to obtain any other permits required by law. 36 APPENDIX A Definitions - Alter Hydrology from Pre to Post-Development Conditions - means the post- development peak flow rate(s) has increased by more than 5% of the pre-developed condition for the design storm of interest (e.g. 10 yr and 100 yr). Combined Sewer - means a sewer that is designed to collect and convey both "sewage" - and "stormwater". Commence (Commencement of) Construction Activities - means the initial disturbance of soils associated with clearing, grading or excavation activities; or other construction related activities that disturb or expose soils such as demolition, stockpiling of fill material, and the initial installation of erosion and sediment control practices required in the SWPPP. See definition for "Construction Activity(ies)" also. - Construction Activity(ies) - means any clearing, grading, excavation, filling, demolition or stockpiling activities that result in soil disturbance. Clearing activities can include, but are not limited to, logging equipment operation, the cutting and skidding of trees, stump removal and/or brush root removal. Construction activity does not include routine maintenance that is performed to maintain the original line and grade, hydfaulic capacity, or original purpose of a facility. Direct Discharge (to a specific surface waterbody) - means that runoff flows from a - construction site by overland flow and the first point of discharge is the specific surface waterbody, or runoff flows from a construction site to a separate storm sewer system and the first point of discharge from the separate storm sewer system is the specific surface waterbody. Discharge(s) - means any addition of any pollutant to waters of the State through an outlet or point source. Environmental Conservation Law (ECL) - means chapter 43-B of the Consolidated Laws of the State of New York, entitled the Environmental Conservation Law. Equivalent (Equivalence) — means that the practice or measure meets all the performance, longevity, maintenance, and safety objectives of the technical standard and will provide an equal or greater degree of water quality protection. Final Stabilization - means that all soil disturbance activities have ceased and a uniform, perennial vegetative cover with a density of eighty (80) percent over the entire pervious surface has been established; or other equivalent stabilization measures, such as permanent landscape mulches, rock rip-rap or washed/crushed stone have been applied 37 on all disturbed areas that are not covered by permanent structures, concrete or pavement. General SPDES permit- means a SPDES permit issued pursuant to 6 NYCRR Part 750- _ 1.21 and Section 70-0117 of the ECL authorizing a category of discharges. Groundwater(s) - means waters in the saturated zone. The saturated zone is a -- subsurface zone in which all the interstices are filled with water under pressure greater than that of the atmosphere. Although the zone may contain gas-filled interstices or interstices filled with fluids other than water, it is still considered saturated. Historic Property — means any building, structure, site, object or district that is listed on the State or National Registers of Historic Places or is determined to be eligible for listing on the State or National Registers of Historic Places. Impervious Area (Cover) - means all impermeable surfaces that cannot effectively infiltrate rainfall. This includes paved, concrete and gravel surfaces (i.e. parking lots, driveways, roads, runways and sidewalks); building rooftops and miscellaneous impermeable structures such as patios, pools, and sheds. Infeasible— means not technologically possible, or not economically practicable and achievable in light of best industry practices. Larger Common Plan of Development or Sale - means a contiguous area where multiple separate and distinct construction activities are occurring, or will occur, under one plan. The term "plan" in "larger common plan of development or sale" is broadly defined as any announcement or piece of documentation (including a sign, public notice or hearing, marketing plan, advertisement, drawing, permit application, State Environmental Quality Review Act (SEQRA) environmental assessment form or other documents, zoning request, computer design, etc.) or physical demarcation (including boundary signs, lot stakes, surveyor markings, etc.) indicating that construction activities may occur on a specific plot. For discrete construction projects that are located within a larger common plan of development or sale that are at least 1/4 mile apart, each project can be treated as a separate plan of development or sale provided any interconnecting road, pipeline or utility project that is part of the same "common plan" is not concurrently being disturbed. Minimize — means reduce and/or eliminate to the extent achievable using control measures (including best management practices) that are technologically available and economically practicable and achievable in light of best industry practices. Municipal Separate Storm Sewer (MS4) - a conveyance or system of conveyances (including roads with drainage systems, municipal streets, catch basins, curbs, gutters, 38 ditches, man-made channels, or storm drains): (i) Owned or operated by a State, city, town, borough, county, parish, district, association, or other public body (created by or pursuant to State law) having jurisdiction over disposal of sewage, industrial wastes, stormwater, or other wastes, including special districts under State law such as a sewer district, flood control district or drainage district, or similar entity, or an Indian tribe or an authorized Indian tribal organization, or a designated and approved management agency under section 208 of the CWA that discharges to surface waters of the - State; (ii) Designed or used for collecting or conveying stormwater; (iii) Which is not a combined sewer, and (iv) Which is not part of a Publicly Owned Treatment Works (POTW) as defined at 40 CFR 122.2. National Pollutant Discharge Elimination System (NPDES) - means the national system for the issuance of wastewater and stormwater permits under the Federal Water Pollution Control Act (Clean Water Act). New Development— means any land disturbance that does not meet the definition of Redevelopment Activity included in this appendix. NOI Acknowledgment Letter- means the letter that the Department sends to an owner or operator to acknowledge the Department's receipt and acceptance of a complete Notice of Intent. This letter documents the owner's or operator's authorization to discharge in accordance with the general permit for stormwater discharges from construction activity. Owner or Operator- means the person, persons or legal entity which owns or leases the property on which the construction activity is occurring; and/or an entity that has operational control over the construction plans and specifications, including the ability to _ make modifications to the plans and specifications. Performance Criteria — means the design criteria listed under the "Required Elements" sections in Chapters 5, 6 and 10 of the technical standard, New York State Stormwater Management Design Manual, dated January 2015. It does not include the Sizing Criteria (i.e. WQv, RRv, Cpv, Qp and Qf) in Part I.C.2. of the permit. Pollutant- means dredged spoil, filter backwash, solid waste, incinerator residue, sewage, garbage, sewage sludge, munitions, chemical wastes, biological materials, radioactive materials, heat, wrecked or discarded equipment, rock, sand and industrial, municipal, agricultural waste and ballast discharged into water; which may cause or might reasonably be expected to cause pollution of the waters of the state in contravention of the standards or guidance values adopted as provided in 6 NYCRR Parts 700 et seq . 39 - Qualified Inspector- means a person that is knowledgeable in the principles and practices of erosion and sediment control, such as a licensed Professional Engineer, Certified Professional in Erosion and Sediment Control (CPESC), Registered Landscape Architect, or other Department endorsed individual(s). It can also mean someone working under the direct supervision of, and at the same company as, the licensed Professional Engineer or Registered Landscape Architect, -- provided that person has training in the principles and practices of erosion and sediment control. Training in the principles and practices of erosion and sediment control means that the individual working under the direct supervision of the licensed Professional Engineer or Registered Landscape Architect has received four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity. After receiving the initial training, the individual working under the direct supervision of the licensed Professional Engineer or Registered Landscape Architect shall receive four (4) hours of training every j three (3) years. It can also mean a person that meets the Qualified Professional qualifications in addition to the Qualified Inspector qualifications. - Note: Inspections of any post-construction stormwater management practices that include structural components, such as a dam for an impoundment, shall be performed by a licensed Professional Engineer. Qualified Professional - means a person that is knowledgeable in the principles and - practices of stormwater management and treatment, such as a licensed Professional Engineer, Registered Landscape Architect or other Department endorsed individual(s). Individuals preparing SWPPPs that require the post-construction stormwater management practice component must have an understanding of the principles of hydrology, water quality management practice design, water quantity control design, and, in many cases, the principles of hydraulics. All components of the SWPPP that involve the practice of engineering, as defined by the NYS Education Law (see Article 145), shall be prepared by, or under the direct supervision of, a professional engineer licensed to practice in the State of New York.. Redevelopment Activity(ies) — means the disturbance and reconstruction of existing impervious area, including impervious areas that were removed from a project site within five (5) years of preliminary project plan submission to the local government (i.e. site plan, subdivision, etc.). Regulated, Traditional Land Use Control MS4 - means a city, town or village with land use control authority that is required to gain coverage under New York State DEC's SPDES General Permit For Stormwater Discharges from Municipal Separate Stormwater Sewer Systems (MS4s). 40 Routine Maintenance Activity - means construction activity that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of a facility, including, but not limited to: - Re-grading of gravel roads or parking lots, - Stream bank restoration projects (does not include the placement of spoil material), - Cleaning and shaping of existing roadside ditches and culverts that maintains the approximate original line and grade, and hydraulic capacity of the ditch, - Cleaning and shaping of existing roadside ditches that does not maintain the approximate original grade, hydraulic capacity and purpose of the ditch if the changes to the line and grade, hydraulic capacity or purpose of the ditch are installed to improve water quality and quantity controls (e.g. installing grass lined ditch), - Placement of aggregate shoulder backing that makes the transition between the road shoulder and the ditch or embankment, - Full depth milling and filling of existing asphalt pavements, replacement of concrete pavement slabs, and similar work that does not expose soil or disturb the bottom six (6) inches of subbase material, - Long-term use of equipment storage areas at or near highway maintenance facilities, - Removal of sediment from the edge of the highway to restore a previously existing sheet-flow drainage connection from the highway surface to the highway ditch or embankment, - Existing use of Canal Corp owned upland disposal sites for the canal, and - Replacement of curbs, gutters, sidewalks and guide rail posts. Site limitations — means site conditions that prevent the use of an infiltration technique and or infiltration of the total WQv. Typical site limitations include: seasonal high groundwater, shallow depth to bedrock, and soils with an infiltration rate less than 0.5 inches/hour. The existence of site limitations shall be confirmed and documented using _ actual field testing (i.e. test pits, soil borings, and infiltration test) or using information from the most current United States Department of Agriculture (USDA) Soil Survey for the County where the project is located. Sizing Criteria — means the criteria included in Part I.C.2 of the permit that are used to size post-construction stormwater management control practices. The criteria include; Water Quality Volume (WQv), Runoff Reduction Volume (RRv), Channel Protection Volume (Cpv), Overbank Flood (Qp), and Extreme Flood (Qf). State Pollutant Discharge Elimination System (SPDES) - means the system established pursuant to Article 17 of the ECL and 6 NYCRR Part 750 for issuance of permits authorizing discharges to the waters of the state. Steep Slope — means land area with a Soil Slope Phase that is identified as an E or F, or 41 the map unit name is inclusive of 25% or greater slope, on the United States Department of Agriculture ("USDA") Soil Survey for the County where the disturbance will occur. Surface Waters of the State - shall be construed to include lakes, bays, sounds, ponds, impounding reservoirs, springs, rivers, streams, creeks, estuaries, marshes, inlets, canals, the Atlantic ocean within the territorial seas of the state of New York and all other bodies of surface water, natural or artificial, inland or coastal, fresh or salt, public or private (except those private waters that do not combine or effect a junction with natural surface waters), which are wholly or partially within or bordering the state or within its jurisdiction. Waters of the state are further defined in 6 NYCRR Parts 800 to 941. Temporarily Ceased - means that an existing disturbed area will not be disturbed again t within 14 calendar days of the previous soil disturbance. Temporary Stabilization - means that exposed soil has been covered with material(s) as set forth in the technical standard, New York Standards and Specifications for Erosion and Sediment Control, to prevent the exposed soil from eroding. The materials can - include, but are not limited to, mulch, seed and mulch, and erosion control mats (e.g. jute twisted yarn, excelsior wood fiber mats). Total Maximum Daily Loads (TMDLs) -A TMDL is the sum of the allowable loads of a single pollutant from all contributing point and nonpoint sources. It is a calculation of the -' maximum amount of a pollutant that a waterbody can receive on a daily basis and still meet water quality standards, and an allocation of that amount to the pollutant's sources. A TMDL stipulates wasteload allocations (WLAs) for point source discharges, load allocations (LAs) for nonpoint sources, and a margin of safety (MOS). Trained Contractor - means an employee from the contracting (construction) company, identified in Part III.A.6., that has received four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity. After receiving the initial training, the trained contractor shall receive four (4) hours of training every three (3) years. It can also mean an employee from the contracting (construction) company, identified in Part III.A.6., that meets the qualified inspector qualifications (e.g. licensed Professional -, Engineer, Certified Professional in Erosion and Sediment Control (CPESC), Registered Landscape Architect, or someone working under the direct supervision of, and at the same company as, the licensed Professional Engineer or Registered Landscape Architect, provided they have received four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity). The trained contractor is responsible for the day to day implementation of the SWPPP. Uniform Procedures Act (UPA) Permit- means a permit required under 6 NYCRR Part 42 621 of the Environmental Conservation Law (ECL), Article 70. Water Quality Standard - means such measures of purity or quality for any waters in relation to their reasonable and necessary use as promulgated in 6 NYCRR Part 700 et seq. 43 APPENDIX B Required SWPPP Components by Project Type Table 1 CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OF A SWPPP THAT ONLY INCLUDES EROSION AND SEDIMENT CONTROLS The following construction activities that involve soil disturbances of one(1)or more acres of land, but less than five(5)acres: • Single family home not located in one of the watersheds listed in Appendix C or not directly discharging to one of the 303(d) segments listed in Appendix E • Single family residential subdivisions with 25%or less impervious cover at total site build-out and not located in one of the watersheds listed in Appendix C and not directly discharging to one of the 303(d) segments listed in Appendix E • Construction of a barn or other agricultural building, silo, stock yard or pen. The following construction activities that involve soil disturbances of one (1)or more acres of land: • Installation of underground, linear utilities; such as gas lines, fiber-optic cable, cable TV, electric, telephone, sewer mains, and water mains • Environmental enhancement projects, such as wetland mitigation projects, stormwater retrofits and stream restoration projects • Bike paths and trails • Sidewalk construction projects that are not part of a road/highway construction or reconstruction project • Slope stabilization projects • Slope flattening that changes the grade of the site, but does not significantly change the - runoff characteristics • Spoil areas that will be covered with vegetation - • Land clearing and grading for the purposes of creating vegetated open space (i.e. recreational parks, lawns, meadows, fields), excluding projects that alter hydrology from pre to post development conditions • Athletic fields (natural grass)that do not include the construction or reconstruction of impervious area and do not alter hydrology from pre to post development conditions • Demolition project where vegetation will be established and no redevelopment is planned • Overhead electric transmission line project that does not include the construction of - permanent access roads or parking areas surfaced with impervious cover • Structural practices as identified in Table II in the"Agricultural Management Practices Catalog for Nonpoint Source Pollution in New York State", excluding projects that involve soil disturbances of less than five acres and construction activities that include the construction or reconstruction of impervious area The following construction activities that involve soil disturbances between five thousand (5000) square feet and one (1)acre of land: • All construction activities located in the watersheds identified in Appendix D that _ involve soil disturbances between five thousand (5,000) square feet and one (1)acre of land. 44 I Table 2 CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OF A SWPPP THAT INCLUDES POST-CONSTRUCTION STORMWATER MANAGEMENT PRACTICES The following construction activities that involve soil disturbances of one(1)or more acres of land: • Single family home located in one of the watersheds listed in Appendix C or directly discharging to one of the 303(d) segments listed in Appendix E • Single family residential subdivisions located in one of the watersheds listed in Appendix C or directly discharging to one of the 303(d)segments listed in Appendix E • Single family residential subdivisions that involve soil disturbances of between one(1) and five (5) acres of land with greater than 25% impervious cover at total site build-out • Single family residential subdivisions that involve soil disturbances of five(5) or more acres of land, and single family residential subdivisions that involve soil disturbances of less than five (5) acres that are part of a larger common plan of development or sale that will ultimately disturb five or more acres of land _ • Multi-family residential developments; includes townhomes, condominiums, senior housing complexes, apartment complexes, and mobile home parks • Airports • Amusement parks • Campgrounds _ • Cemeteries that include the construction or reconstruction of impervious area (>5% of disturbed area) or alter the hydrology from pre to post development conditions • Commercial developments • Churches and other places of worship • Construction of a barn or other agricultural building(e.g. silo) and structural practices as identified in Table II in the"Agricultural Management Practices Catalog for Nonpoint Source Pollution in New York State"that include the construction or reconstruction of impervious area, excluding projects that involve soil disturbances of less than five acres. • Golf courses • Institutional, includes hospitals, prisons, schools and colleges • Industrial facilities, includes industrial parks • Landfills • Municipal facilities; includes highway garages, transfer stations, office buildings, POTVVs and water treatment plants • Office complexes • Sports complexes • Racetracks, includes racetracks with earthen (dirt) surface • Road construction or reconstruction • Parking lot construction or reconstruction • Athletic fields(natural grass)that include the construction or reconstruction of impervious area (>5% of disturbed area) or alter the hydrology from pre to post development conditions • Athletic fields with artificial turf • Permanent access roads, parking areas, substations, compressor stations and well drilling pads, surfaced with impervious cover, and constructed as part of an over-head electric transmission line project, wind-power project, cell tower project, oil or gas well drilling project, sewer or water main project or other linear utility project • All other construction activities that include the construction or reconstruction of impervious area or alter the hydrology from pre to post development conditions, and are not listed in Table 1 45 APPENDIX C Watersheds Where Enhanced Phosphorus Removal Standards Are Required Watersheds where owners or operators of construction activities identified in Table 2 of Appendix B must prepare a SWPPP that includes post-construction stormwater management practices designed in conformance with the Enhanced Phosphorus Removal Standards included in the technical standard, New York State Stormwater Management Design Manual ("Design Manual"). • Entire New York City Watershed located east of the Hudson River - Figure 1 • Onondaga Lake Watershed - Figure 2 i • Greenwood Lake Watershed -Figure 3 • Oscawana Lake Watershed — Figure 4 • Kinderhook Lake Watershed — Figure 5 s 46 f Figure 1 - New York City Watershed East of the Hudson EEKMAN .i f t EAST FISHKILLlit A x s SqUT�H EAST PUT AM VALL ' CARREL B `STEk 36 x t , 6 A �xv N RTHSALI=M .� �� SONifERS COR A T WISBOQR jw— �E Emq,�RI �N C�"�� RIDG A.x �TLE I— {v s 6 RTH CAST 3,s — Y M U LEASAN HA SON EOH Watershed 47 Figure 2 - Onondaga Lake Watershed CLAY CICERO H US VAN BUREN x s f v' ? � Aw 3 SE ! U S x G SYRAGU ELBRIDG vr . tiAM, DEW,ITT A IN t l {F 1 r � E LAFAYET E F �. =33`3� vwh\w v s 'raw �w e. x uv�vv � a . � OTISC�J Ph sphorus"Wate s e REBLE _-i 48 Figure 3 - Greenwood Lake Watershed WARWICK r } R 7 t � • ��9 } E GREENWOOD LAKE " Phosphorus Watershed - 49 Figure 4 - Oscawana Lake Watershed tl PHILIPSTOWN JF� KENT �F PUTNAM VALLEY OSCAVUANA CAKE 4 i CARMEL Phosphorus Watershed J - 44I I 50 I Figure 5; Kinderhook Lake Watershed SAND LAKE EAST GREENBUSH R*r J i #y K I �-v ASSF4iJ, SCHODACK "R \ .. r EW L.EBANON ?� A I KINDERHOOK CHATHAM CANAAN J VALATIE j j .�Town,Village or City Boundary for New York State p 1 2 4 Wes Kinderhook Lake Watershed 51 APPENDIX D Watersheds where owners or operators of construction activities that involve soil disturbances between five thousand (5000) square feet and one (1) acre of land must obtain coverage under this permit. Entire New York City Watershed that is located east of the Hudson River - See Figure 1 in Appendix C -y 52 APPENDIX E List of 303(d) segments impaired by pollutants related to construction activity(e.g. silt, sediment or nutrients). Owners or operators of single family home and single family residential subdivisions with 25% or less total impervious cover at total site build-out that involve soil disturbances of one or more acres of land, but less than 5 acres, and directly discharge to one of the listed segments below shall prepare a SWPPP that includes post-construction stormwater management practices designed in conformance with the New York State Stormwater Management Design Manual _ ("Design Manual'), dated January 2015. COUNTY WATERBODY COUNTY WATERBODY Albany Ann Lee(Shakers) Pond, Stump Pond Greene Sleepy Hollow Lake - Albany Basic Creek Reservoir Herkimer Steele Creek tribs Allegheny Amity Lake, Saunders Pond Kings Hendrix Creek Bronx Van Cortlandt Lake Lewis Mill Creek/South Branch and tribs Broome Whitney Point Lake/Reservoir Livingston Conesus Lake Broome Fly Pond, Deer Lake Livingston Jaycox Creek and tribs Broome Minor Tribs to Lower Susquehanna Livingston Mill Creek and minor tribs (north) Livingston Bradner Creek and tribs Cattaraugus Allegheny River/Reservoir Livingston Christie Creek and tribs Cattaraugus Case Lake Monroe Lake Ontario Shoreline,Western Cattaraugus Linlyco/Club Pond Monroe Mill Creek/Blue Pond Outlet and tribs - Cayuga Duck Lake Monroe Rochester Embayment-East Chautauqua Chautauqua Lake, North Monroe Rochester Embayment-West Chautauqua Chautauqua Lake,South Monroe Unnamed Trib to Honeoye Creek Chautauqua Bear Lake Monroe Genesee River, Lower, Main Stem Chautauqua Chadakoin River and tribs Monroe Genesee River, Middle, Main Stem Chautauqua Lower Cassadaga Lake Monroe Black Creek, Lower, and minor tribs Chautauqua Middle Cassadaga Lake Monroe Buck Pond Chautauqua Findley Lake Monroe Long Pond Clinton Great Chazy River, Lower, Main Stem Monroe Cranberry Pond Columbia Kinderhook Lake Monroe Mill Creek and tribs Columbia Robinson Pond Monroe Shipbuilders Creek and tribs Dutchess Hillside Lake Monroe Minor tribs to Irondequoit Bay Dutchess Wappinger Lakes Monroe Thomas Creek/White Brook and tribs Dutchess Fall Kill and tribs Nassau Glen Cove Creek, Lower, and tribs - Erie Green Lake Nassau LI Tribs(fresh)to East Bay Erie Scajaquada Creek, Lower,and tribs Nassau East Meadow Brook, Upper,and tribs Erie Scajaquada Creek, Middle, and tribs Nassau Hempstead Bay Erie Scajaquada Creek, Upper,and tribs Nassau Hempstead Lake Erie Rush Creek and tribs Nassau Grant Park Pond Erie Ellicott Creek, Lower, and tribs Nassau Beaver Lake Erie Beeman Creek and tribs Nassau Camaans Pond Erie Murder Creek, Lower, and tribs Nassau Halls Pond Erie South Branch Smoke Cr, Lower, and Nassau LI Tidal Tribs to Hempstead Bay tribs Nassau Massapequa Creek and tribs Erie Little Sister Creek, Lower,and tribs Nassau Reynolds Channel, east Essex Lake George(primary county: Warren) Nassau Reynolds Channel,west Genesee Black Creek, Upper, and minor tribs Nassau Silver Lake, Lofts Pond Genesee Tonawanda Creek, Middle, Main Stem Nassau Woodmere Channel Genesee Oak Orchard Creek, Upper, and tribs Niagara Hyde Park Lake Genesee Bowen Brook and tribs Niagara Lake Ontario Shoreline,Western Genesee Bigelow Creek and tribs Niagara Bergholtz Creek and tribs Genesee Black Creek, Middle, and minor tribs Oneida Ballou, Nail Creeks Genesee LeRoy Reservoir Onondaga Ley Creek and tribs Greene Schoharie Reservoir Onondaga Onondaga Creek, Lower and tribs 53 _ f APPENDIX E List of 303(d) segments impaired by pollutants related to construction activity, cont'd. COUNTY WATERBODY COUNTY WATERBODY Onondaga Onondaga Creek, Middle and tribs Suffolk Great South Bay,West Onondaga Onondaga Creek, Upp,and minor tribs Suffolk Mill and Seven Ponds Onondaga Harbor Brook, Lower, and tribs Suffolk Moriches Bay, East Onondaga Ninemile Creek, Lower,and tribs Suffolk Moriches Bay,West Onondaga Minor tribs to Onondaga Lake Suffolk Quantuck Bay Onondaga Onondaga Creek, Lower,and tribs Suffolk Shinnecock Bay(and Inlet) Ontario Honeoye Lake Sullivan Bodine, Montgomery Lakes Ontario Hemlock Lake Outlet and minor tribs Sullivan Davies Lake Ontario Great Brook and minor tribs Sullivan Pleasure Lake Orange Monhagen Brook and tribs Sullivan Swan Lake Orange Orange Lake Tompkins Cayuga Lake, Southern End Orleans Lake Ontario Shoreline,Western Tompkins Owasco Inlet, Upper,and tribs Oswego Pleasant Lake Ulster Ashokan Reservoir Oswego Lake Neatahwanta Ulster Esopus Creek, Upper,and minor Putnam Oscawana Lake tribs Putnam Palmer Lake Ulster Esopus Creek, Lower,Main Stem Putnam Lake Carmel Ulster Esopus Creek, Middle, and minor Queens Jamaica Bay, Eastern,and tribs(Queens) tribs Queens Bergen Basin Warren Lake George Queens Shellbank Basin Warren Tribs to L.George,Village of L Rensselaer Nassau Lake George Rensselaer Snyders Lake Warren Huddle/Finkle Brooks and tribs Richmond Grasmere,Arbutus and Wolfes Lakes Warren Indian Brook and tribs Rockland Congers Lake, Swartout Lake Warren Hague Brook and tribs Rockland Rockland Lake Washington Tribs to L.George, East Shr Lk Saratoga Ballston Lake George Saratoga Round Lake Washington Cossayuna Lake Saratoga Dwaas Kill and tribs Washington Wood Cr/Champlain Canal, minor Saratoga Tribs to Lake Lonely tribs Saratoga Lake Lonely Wayne Port Bay Schenectady Collins Lake Wayne Marbletown Creek and tribs Schenectady Duane Lake Westchester Lake Katonah Schenectady Mariaville Lake Westchester Lake Mohegan Schoharie Engleville Pond Westchester Lake Shenorock Schoharie Summit Lake Westchester Reservoir No.1 (Lake Isle) Schuyler Cayuta Lake Westchester Saw Mill River, Middle,and tribs St. Lawrence Fish Creek and minor tribs Westchester Silver Lake St. Lawrence Black Lake Outlet/Black Lake Westchester Teatown Lake Steuben Lake Salubria Westchester Truesdale Lake Steuben Smith Pond Westchester Wallace Pond Suffolk Millers Pond Westchester Peach Lake Suffolk Mattituck(Marratooka) Pond Westchester Mamaroneck River, Lower Suffolk Tidal tribs to West Moriches Bay Westchester Mamaroneck River, Upp,and tribs Suffolk Canaan Lake Westchester Sheldrake River and tribs Suffolk Lake Ronkonkoma Westchester Blind Brook, Lower Suffolk Beaverdam Creek and tribs Westchester Blind Brook, Upper,and tribs Suffolk Big/Little Fresh Ponds Westchester Lake Lincolndale Suffolk Fresh Pond Westchester Lake Meahaugh Suffolk Great South Bay, East Wyoming Java Lake Suffolk Great South Bay, Middle Wyoming Silver Lake Note: The list above identifies those waters from the final New York State°2014 Section 303(d) List of Impaired Waters Requiring a TMDL/Other Strategy", dated January 2015, that are impaired by silt, sediment or nutrients. 54 APPENDIX F LIST OF NYS DEC REGIONAL OFFICES I Region COVERING THE DIVISION OF DIVISION OF WATER FOLLOWING ENVIRONMENTAL (DOM COUNTIES: PERMITS (DEP) PERMIT ADMINISTRATORS WATER(SPDES) PROGRAM 1 NASSAU AND SUFFOLK 50 CIRCLE ROAD 50 CIRCLE ROAD - STONY BROOK,NY 11790 STONY BROOK,NY 11790-3409 TEL.(631)444-0365 TEL.(631)444-0405 2 BRONX,KINGS,NEW YORK, 1 HUNTERS POINT PLAZA, 1 HUNTERS POINT PLAZA, QUEENS AND RICHMOND 4740 21ST ST. 47-40 21ST ST. LONG ISLAND CITY,NY 11101-6407 LONG ISLAND CITY,NY 11101-5407 TEL.(718)482-4997 TEL.(718)482-4933 3 DUTCHESS,ORANGE,PUTNAM, 21 SOUTH PUTT CORNERS ROAD 100 HILLSIDE AVENUE,SUITE 1W ROCKLAND,SULLIVAN,ULSTER NEW PALTZ,NY 12561-1696 WHITE PLAINS,NY 10603 AND WESTCHESTER TEL.(845)256-3059 TEL.(914)428-2505 4 ALBANY,COLUMBIA, 1150 NORTH WESTCOTT ROAD 1130 NORTH WESTCOTT ROAD DELAWARE,GREENE, SCHENECTADY,NY 12306-2014 SCHENECTADY,NY 12306-2014 MONTGOMERY,OTSEGO, TEL.(518)357-2069 TEL.(518)357-2045 RENSSELAER,SCHENECTADY AND SCHOHARIE 5 CLINTON,ESSEX,FRANKLIN, 1115 STATE ROUTE 86, PO BOX 296 232 GOLF COURSE ROAD FULTON,HAMILTON, RAY BROOK,NY 12977-0296 WARRENSBURG,NY 12885-1172 SARATOGA,WARREN AND TEL.(518)897-1234 TEL.(518)623-1200 WASHINGTON 6 HERKIMER,JEFFERSON, STATE OFFICE BUILDING STATE OFFICE BUILDING LEWIS,ONEIDA AND 317 WASHINGTON STREET 207 GENESEE STREET ST.LAWRENCE WATERTOWN,NY 13601-3787 UTICA,NY 13501-2885 TEL. 315 785-2245 TEL. 315 793-2554 7 BROOME,CAYUGA, 615 ERIE BLVD.WEST 615 ERIE BLVD.WEST CHENANGO,CORTLAND, SYRACUSE,NY 13204-2400 SYRACUSE,NY 13204-2400 MADISON,ONONDAGA, TEL.(315)426-7438 TEL.(316)426-7500 OSWEGO,TIOGA AND - TOMPKINS a 8 CHEMUNG,GENESEE, 6274 EAST AVON-LIMA ROAD 6274 EAST"ON-LIMA RD. LIVINGSTON,MONROE, "ON,NY 14414-9519 "ON,NY 14414-9519 ONTARIO,ORLEANS, TEL.(585)226-2466 TEL.(585)226-2466 SCHUYLER,SENECA, STEUBEN,WAYNE AND YATES 9 ALLEGANY, 270 MICHIGAN AVENUE 270 MICHIGAN AVE. CATTARAUGUS, BUFFALO,NY 14203-2999 BUFFALO,NY 14203-2999 CHAUTAUQUA,ERIE, TEL.(716)851-7165 TEL.(716)851-7070 NIAGARA AND WYOMING 55 r... 0644089821 --l: : NOTICE::. OF INTENT New York State Department of Environmental Conservation Division of Water' 6- . 25 Broadway, 4th Floor NYREEE Albany, New York 12233-3505: (for DEC use only);: Stormwater: Discharges::Associated with Construction Activity::Under State Pollutant::Discharge Elimination System (SPDES) .:General::Permit'* GP=:0=15-002 All sections must ;be completed unless otherwise noted. Failure to- complete :all items may result in this form: being-returned :to you, thereby delaying your coverage under this General Permit. Applicaht:s must read arid:understand the :cond ti'ons of the permit and • prepare a Stormwater Pollution =Prevention Plan -priormto submitting this NOI: Applicants are responsible for ident:ifying: and obtaining=other DEC :perm t.s that :may be .:require&.:, RETURN THIS FORM 70 THE ADDRESS : ABOVE OWNER/OPERATOR MUST: SIGN FORM f tlS € t Owner%Operator. Information z, M t ,r a;FY P #W rata - ca �« '7 ^>,. q. a a,n �' •,aria, , - dp aar s I's 1,111 r 1d ; Owner•%aOper;ator, (,Company •Name/P-r=igate_.Own'e :Nam`e/Mun"zcipal�ty•tName), k, µ V a ri s t o n :B: e a r : ; L L C Owne"r%Operator 'Contaet, Person +«Last-Name,..(NOT, CONSULTANT). , B e c :lc Y. . Owner%0 erator, Gontaet. ,Pers,on First,+Name, •„ ; An.: rew �. v a t Ownerl,Q erat,or :Mai=ling Adclre•ss., . P O 0 ,� i Sara t: o..ga . Sp r. .i. ng .s: . xi• fi a r a F' 5ro a ,state Zip t � N y 1 2 8 6 1�•+ t :k F 44 < r n c ,P,hone� (Owner/Operator)= Fax (Owner%,0perator) ` 9 1 7 8 9 2 ` 69 4 6 4` = t 3Ema11�' (0wnr�"•Q.p2atONY 4� •A#-., d ,,,$- ,.x#n, b7 . ,& aS. na : Afe3 5, a„m• h �r,. t beck t r e y � g m a i l c 0 M EED TAX ID; f y k V (notrequ�red for indr3viduals) , 5� `mot, '•z a+ sa• :u '^ a fi 1 � 3 � t '` tt� .,^. rol t ..„, , �° •a� a ba a '''r + 5 " '�", y�ya, m' � a ,�., r a - .•Page 1•:of• 14 . . it 6401089828 sPro�ect/Site, Name „ P r o p o s e d R e d e v e l o p m e n t Pro j e c t ^Stree' Address t`(,NOT P a0`., BOX,)' ' Y n. F5 2 5 0 V a n s t o n R o a d s?tl z l t Side' of Street O North O South , Az O East 4 West City/,Town/Village ,(THAT ISSUES„BUILD'ING ,PERMIT,) � T o w n o f Sou t h o l d s � t iS ,ate` •=Re ion N Y 1 1 9 3 5 S ull f f o l k 1 f i �z�'ar Name of Nearest;Cross Street L i t t l e P e c o n i c B a y R o a d Dz,stance to NearestCrioss Streett a(EFeet) �: 3` }Project uIn Relation to Cross 'Streett 7 9 3 f O North '�O'South O East Taxa Map.:Numbers:. a u ' t Tax Map IVumb'e°rs Sectipn-Biock-Parcel 1 1 1 - 1 0 - 0 1 4 0 0 0 1. Provide the Geographic Coordinates for the project site in NYTM Units. To do this you must go to the NYSDEC Stormwater Interactive Map on the DEC website at: www.dec.ny.gov/imsmaps/sto=water/viewer.htm Zoom into your Project Location such that you can accurately click on the centroid of your site. Once you have located your project site, go to the tool boxes on the top and choose "i" (identify) . Then click on the center of your site and a new window containing the X, Y coordinates in UTM will pop up. Transcribe these coordinates into the boxes below. For problems with the interactive map use the help function. - X Coordinates (Easting) Y Coordinates (Northing) 7 1 4 3 7 5 4 5 4 1 7 F3 4 w` 2 What is the,nature of thisconstruction pro�ect� $ i• 4 i S i t ty •�' y, & x'{ 3y R 4 d'F"' ,� yf�. r,,' Z 3xy R" O New Construction t fl t� G 4 i �. ,� L�„. + to 4 wst 4 rid{! 4 •$ t 2 lu .'- TA R O Redevelopment 'with, n as icree in.impervious area Redevelopment withsno increase�in mpervious 'area {3 ) Page 2 of 14 F4107089829 3. Select the predominant land use for both pre and post development conditions. SELECT ONLY ONE CHOICE FOR EACH Pre-Development Post-Development Existing Land Use Future Land Use O FOREST ® SINGLE FAMILY HOME Number of Lots O PASTURE/OPEN LAND Q SINGLE FAMILY SUBDIVISION O CULTIVATED LAND Q TOWN HOME RESIDENTIAL 0 SINGLE FAMILY HOME Q MULTIFAMILY RESIDENTIAL O SINGLE FAMILY SUBDIVISION Q INSTITUTIONAL/SCHOOL O TOWN HOME RESIDENTIAL Q INDUSTRIAL Q MULTIFAMILY RESIDENTIAL Q COMMERCIAL O INSTITUTIONAL/SCHOOL Q MUNICIPAL O INDUSTRIAL Q ROAD/HIGHWAY O COMMERCIAL Q RECREATIONAL/SPORTS FIELD O ROAD/HIGHWAY Q BIKE PATH/TRAIL Q RECREATIONAL/SPORTS FIELD O LINEAR UTILITY (water, sewer, gas, etc. ) O BIKE PATH/TRAIL Q PARKING LOT _ Q LINEAR UTILITY Q CLEARING/GRADING ONLY Q PARKING LOT Q DEMOLITION, NO REDEVELOPMENT O OTHER O WELL DRILLING ACTIVITY * (Oil, Gas, etc. ) O OTHER *Note: for gas well drilling, non-high volume hydraulic fractured wells only wxk4 2, 4 m ea ;fTft{ #mod a k rtt \x2 Y ' Lfs x4 3 In accordancfe} wzth ;th la`rger commonplan o'f developmentorx sale, fix` �$ 'enter �t�he totals project`=,sate;�area,� they total area to be disturbed, _ _ w�3�:n;.� � , ;�=�k�,��ex�sling�a.mperv��ous� area torv;be 'disturbed=;(�forx wredevelopmen� �� � h tivittxies) , andthey=fure f�mper��ouys area cons,tructedwittiin the } disturbed area; �(Round` to the nearest tenth o - k:�<{ tt :s.{ K °s#ryf'S ti e a ,,y'vt-car ' t \<2 ;# � � ���;�; z,�E aFuture Impervious }� SituTo t,Mca Area To° gg, Exa sting Impervious `,AreaWithin 2oz ����, Be Disturbed � �Area�To BeflDisturbed: ,Disturbed>Area, �. 1 1 2 4 5. Do you plan to disturb more than 5 acres of soil at any one time? O Yes 0 No .,i.,Y�;�' 6g a$Tndicate the ercenta e of each Ii drog]ao is 'Soil Gro HSG, atr the site +," a „ k $.-. WCyIg r s A e c ± tss+ z =,aft i '� �2-� B i +s �t4 9f} _ �1 'uSe,sC+ d k O r O pyLLE O * O ; az, °.` "v. .s.,-..c•:,�' 'ts;Yr.i ' ^x: ,., '"„{: �'�x'3x ;F':y; ' ^>{ 'ta" .x`' .Fk,'n, us, ,,.. , zk':: % .\r�;.,, 7. Is this a phased project? O Yes ®No N 'k %e s e a ^,,t '-,� , c< `.� tiY=• r i a e Jg. ,a -."'spa 7t Y ;r tr 2 t ate D 8 Eziter the plannekd� startaxrd end ���r T 0 1 2 LPage 3 of 14 J F8600089821 y t ro tG rz sr d z ,z:Sxv y �:: F �9 ,,xIdentify the nearest surface waterbody(ies)"fto which tconstxuction site runoff ,will na.-v x' :. - § 'c- i z a tt�z ":a {s z ✓;,_�s ��" ✓ e a € G ,� WPM>y IamezfTIT Ott, i Cut c h o g u e H a r b o r 'ak Y., _ t ?,�y" 5t�• n r �.v',z ✓ zz -� s `nE to 't ,�,. w tertiy td 9 b , ry a vs tt ez z i W^s*6 t zz zr F., 4 ,mat {f �, H S a ',. zi' } x I. t5,z a z s s ^z O�EWet�land / State Jurisdiction OnSate =(Answer kz t yy: s r�.- 7 + '� 1z zY .�'. �5:'„r �y' .FG s I 6+i€p �.0 rz�z 5 p*;a 5 9 €. ' .n, 4 :"a t rr z A z x. qa rs z ya #sv ` -t ��� Q Wetland / State�wJurasdactaon Off. Sated z= �3>. �� � ���' � E � ` ` r.. .zr fi rza z ii a St-}S5 y £'. y t }'tr 4 9`iyx z p �"a '. 4 u. 2€.,'. P'az fz. ( sOT O Wetland / Federal Ju`risdicGa on On4Site (Answer 9b') $ Ni, " t= azT v 4a t QxWetlaIld4 ,Federal jJurlsdactaon Off S1te z t x X, ' GQ Stream` € Greek On G Sl 1 t2 +s s tia �G;y " {S t t e > Lnt ',` t r z z t va f, •y r t >r a A 4 a - wpm I ar " 'O Stream f Greek Off Sate f Von �y z ' � r w ` y z �t r r ^5.3F Rz' �• r `�zy s -c P�� v� a a� i c ?F y \ Q Ravers On Sate } ? �} vy �z 9b� How��was "the.�:.welanciidntifa two O x, x ed�t e River Off Site x r , w c f r az.� yya�\ Moo { £ f11 ?: z t c z z a s O Lake on Site= # O tRegulatoryt Map ?to WAXtz Is Q`iLa e Off Site t }� M&MIEN 4 ;,t sd Delaneated by Consultant �; �OOther Type On�-S�te���r,F�: � z�i, �� ask � ����,; ODelneated by�Army Corps of�Enganeers zg ! z n._ a z r ;: .< Other `;Type .OffSite ,�s� � Harbor a,S`�r�x xa z N z' x a h - 7�Via, 10. Has the surface waterbody(ies) in question 9 been identified as a O Yes 0 No 303 (d) segment in Appendix E of GP-0-15-002? `11 Is thas project located zn one of the Watersheds adentafaed in Appendix G of GP 0 15 002� O"Yes a No; 12. Is the project located in one of the watershed areas associated with AA and AA-S classified O Yes 41 No waters? If no, skip question 13. s 13 Does' this" construction actavaty {disturb land with nog existing dmpervaous` co .er and hwhere the Soa1 51ope NPhase as Q Yes ` O No xderitafaed sn"PUC ism is Un ow x If Yes, wha is the acreage t totbe disturbed? a ~- 14. Will the project disturb soils within a State regulated wetland or the protected 100 foot adjacent O Yes •No -- area? LPage 4 of 14 6403089820 15 Does then`site runoff ,enter a separate storms sever \ $' s, :,� '�.:m ,�,u,sa>.cr,, i ,a'`N�• r � i�,fis+�r�;\ system Including <roads�de drains # swabs dztohes' ` a f rn, xh \ a , , f }O'Yes ®No O Unknown �`�^�Zj'iai. All s i II 16. What is the name of the municipality/entity that owns the separate storm sewer system? Town o f S o u t h o l d ��17 ���Does� ariy �runof':f��fx�om$ �he site enter a`�sewer classified � ^��#� � ��: � � r�° " � as „a Combined Sewr� � �<` a „EO Yes No, O Unknown 18. Will future use of this site be an agricultural property as defined by the NYS Agriculture and Markets Law? O Yes ®No M 19 '� Ts kth�s���roper�ty�ownec�,f�by a�kstate authority, ,states,agency, � ,,,� ,�_ ��� t��"` 4 20. Is this a remediation project being done under a Department approved work plan? (i.e. CERCLA, RCRA, Voluntary Cleanup O Yes ®No Agreement, etc. ) <.> ..�t� ti. ;rzk z z .,z" 21 Has tb require Ng "JrF i\sionF ��d Seca�ment Control" components ot,the �,������������St�a�da�ds�an��Specif�.cat�a.ohs� forf Erosion and Sediment�3,,Control� � � ,����F�r v 22. Does this construction activity require the development of a SWPPP that includes the post-construction stormwater management practice component (i.e. Runoff Reduction, Water Quality and O Yes ONo Quantity Control practices/techniques) ? If No, skip questions 23 and 27-39. s�23 �,�Has :'the post con'structraon��`zs`tarmwater,��management��=practice component f� #-'��� � ' ���. � ��� � oaf 5the SWPPP',been��deve�ldped�in conformance w�th}�3 the current �NYS ����� #O Yes Q No Page 5 of 14 -- r 0251089825 1 24 The;, Stormwater Pollution as Prevention Planz (SWPPP) w re ar`ed by , p p • Professionals Engineer (P E ) x f z r t > r e O-Soil' and Water Conservation District (SWCD) s 3 ° o- x `ha # ?,„ '€ e e G ' 3 O°Registered`Landscape Architect nO Certz£ied Professional° ,inErosaon `andSed3.men t Contsol� (CPESC) VIA 5 C { a t c + ,O;Owner/Operator;_. 4 n S Y L n , .., t i jlt � y 3 t n, 5 - r sll SWPPP Preparer k ,< The R a y n o r I G r o u p I P E & L S P L L C � `, v } �� #7�,t1 `rs; Ctr €��: av 1 ° �"' .}✓ n ��r f f ,t i d S�, e � ro # x v:'s 4 i'r. t n.' ^y'.rp +a G a u d i e 1 1 0 V i n c e n t n4. `Address }s4 ITzN' 4 P O B o x 1 1 7 2 0 City �� fi�-..-c �'"a,t' `�`�� � =L• � � ;� { W Wa t e r M i l l r=u - S€tate � Zi , Ek 1 1 7 7 # ,F1 Y d'€''+S t fPhone' 6 3 1 7 2 6 7 6 0 0 6 3Y1 7 2 6 4 3 7 8 i r � s " ` g a u d i e l l o@ r a y n o r g r o u p n e t 'S 6.,K, SWPPP Preparer Certification 1 J I hereby certify that the Stormwater Pollution Prevention Plan (SWPPP) for this project has been prepared in accordance with the terms and conditions of the GP-0-15-002. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of this permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings. First Name MI Last Name Signature Date m m � � Page 6 of 14 - ' � 0005089822 25 Has "a construction sequence schedule, for the planned management practices been prepared�`z Yes O No f 26. Select all of the erosion and sediment control practices that will be employed on the project site: Temporary Structural Vegetative Measures O Check Dams O Brush Matting O Construction Road Stabilization O Dune Stabilization Dust Control O Grassed Waterway O Earth Dike O Mulching O Level Spreader O Protecting Vegetation O Perimeter Dike/Swale O Recreation Area Improvement O Pipe Slope Drain Seeding O Portable Sediment Tank 0 Sodding O Rock Dam O Straw/Hay Bale Dike O Sediment Basin O Streambank Protection J O Sediment Traps O Temporary Swale Silt Fence Topsoiling Stabilized Construction Entrance O Vegetating Waterways Storm Drain Inlet Protection Permanent Structural Straw/Hay Bale Dike O Temporary Access Waterway Crossing O Debris Basin O Temporary Stormdrain Diversion O Diversion O Temporary Swale O Grade Stabilization Structure O Turbidity Curtain 0 Land Grading O Water bars O Lined Waterway (Rock) O Paved Channel (Concrete) Biotechnical O Paved Flume O Brush Matting 0 Retaining Wall O Wattling O Riprap Slope Protection O Rock Outlet Protection Other O Streambank Protection C o n c r e t e W a s h o u t A r e a _,i L Page 7 of 14 F0182089828 Post-construction Stormwater Management Practice (SMP) Requirements Important: Completion of Questions 27-39 is not required if response to Question 22 is No. , �T Identify, I 'planning practices t h' s'ft,eNV . .OS 4; Preservation I - 110 f 6' eas en O Preservation0 PU 0' d,",''Grading 'opmen ,'essySensitinetAreas y ensx O W 'Reduction, Rokdkay' zy Reduction y'' N Re'du6_ion,,,, N" IV Reduction - -,z J, 0 Building Footprint �!, 4, "'Y O Parkingf.'�,'Reduction,, 'u" "V,2 1111", Ql� 27a. Indicate which of the following soil restoration criteria was used to address the requirements in Section 5.1.6("Soil Restoration") of the Design Manual (2010 version) . 0 All disturbed areas will be restored in accordance with the Soil Restoration requirements in Table 5.3 of the Design Manual (see page 5-22) . 0 Compacted areas were considered as impervious cover when calculating the WQv Required, and the compacted areas were assigned a post-construction Hydrologic Soil Group (HSG) designation that is one level less permeable than existing conditions for the hydrology analysis. 41 28 Provide the totalh Water Quality Uolume,fi*(WQv) required= for this,i,pro] t' (b ec ase on,.,, ` , % te-P"lar y 0tn u -7. RequiredTotal WQv k , 0 29. Identify the RR techniques (Area Reduction) , RR techniques (Volume Reduction) and Standard SMPs with RRv Capacity in Table 1 (See Page 9) that were used to reduce the Total WQv Required(#28) . Also, provide in Table 1 the total impervious area that contributes runoff to each technique/practice selected. For the Area Reduction Techniques, provide the total contributing area (includes pervious area) and, if applicable, the total impervious area that contributes runoff to the technique/practice. Note: Redevelopment projects shall use Tables 1 and 2 to identify the SMPs used to treat and/or reduce the WQv required. If runoff reduction techniques will not be used to reduce the required WQv, skip to question 33a after identifying the SMPs. Page 8 of 14 _JI 7738089822 Table 1 - Runoff Reduction (RR) Techniques and Standard Stormwater Management Practices (SMPs) i Total Contributing Total Contributing RR Techniques (Area Reduction) Area (acres) Impervious Area(acres) O Conservation of Natural Areas (RR-1) , , , �•� and/or�•� O to Riparian B �•� �•� �t Buffers/Filters ilters Strips (RR-2) , , , , , , , , , , and/or O Tree Planting/Tree Pit (RR-3) , , , , , , , , , , and/or • O Disconnection of Rooftop Runoff (RR-4) . - and/or RR Techniques (Volume Reduction) O Vegetated Swale (RR-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Rain Garden (RR-6) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Stormwater Planter (RR-7) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Rain Barrel/Cistern (RR-8) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OPorous Pavement (RR-9) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OGreen Roof (RR-10) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --a Standard SMPs with RRv Capacity O Infiltration Trench (I-1) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O Infiltration Basin (I-2) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ODry Well (I-3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Underground Infiltration System (I-4) • • • • • • • • • . • . • • . . . . . . • • • • OBioretention (F-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ODry Swale (0-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Standard SMPs O Micropool Extended Detention (P-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Wet Pond (P-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Wet Extended Detention (P-3) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O Multiple Pond System (P-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OPocket Pond (P-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Surface Sand Filter (F-1) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O Underground Sand Filter (F-2) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O Perimeter Sand Filter (F-3) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O Organic Filter (F-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Shallow Wetland (W-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Extended Detention Wetland (W-2) • „ • • • • • • „ • , , , , , , , , , , , , , , , , , O Pond/Wetland System (W-3) , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , O Pocket Wetland (W-4) , , , , , • „ • „ , • • , , , , , , , , , , , , , , , , , , , , , , , , , , , , OWet Swale (0-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� � Page 9 of 14 0762089822 Ll (DSO ,NOT` INCLUDE PRACTICES BEING USED FOR PRETREATMENT ONLY), Total `Contributing ` Alternative SMP s Impervious Area(acres.). �+ 5 titt zikWrn� k O'Hydrodynamzc O WetVault O'Meda Filter v z , ' Provide the name�and manufacturer of the Alternat-iveSMPs (i;.e , prop'rfetary pract ;ce(s)•).`.being,:used„ for ,WQv treatment,. Name'; a Manufacturer.° ' Note: Redevelopment,, proDects which ;do not use:,RR ,techniques,, shall use quest ons 281 29, 33 and,33a to provide SMPs used, total WQv required and total WQv pro 14 vided for'#'the pxo�ect 30. Indicate the Total RRv provided by the RR techniques (Area/Volume Reduction) and Standard SMPs with RRv capacity identified in question 29. Total RRv provided acre-feet 31 a Is the Total RRv provided ,(#30) greater than or equal,t the' • " total WQv requ,ired�r�(#28)� � �r ;_�'� � �� � t �, t, " � • s �- "If Yes question,=3'6 ,If`No, :'go_to question 32. Of 32. Provide the Minimum RRv required based on HSG. [Minimum RRv Required = (P) (0. 95) (Ai) /12, Ai=(S) (Aic) ] Minimum RRv Required acre-feet 32ra Is the Total RRv provided (#3b) greater thanAor equal to the Minimum RRv Required �(#32)P' No v b O:. O If Yes, .go ,to ;question t33 Note-'-Use the space .p'rovided in,.quest'ion #39 to summarize:.the specific site limitations 'and j'ustifi`cation for' not reducing 100 0 of WQv requa red ;;(#28) A detatiled evaluation ,of the;; 'L 13 l rt 3 1 specif:ic site limitations =and Ica ion, for. not xeducng T00 o rofj the WQv required (: 28) ,must also be included` in.,the ""SWPP.P - If,'No, ,sizing,,criteria has not been met;, so''NOI can not' be processed SWPPP preparer must modify design to meet sizing e- �� � Page 10 of 14 I I 1766089827 33. Identify the Standard SMPs in Table 1 and, if applicable, the Alternative SMPs in Table 2 that were used to treat the remaining total WQv(=Total WQv Required in 28 - Total RRv Provided in 30) . Also, provide in Table 1 and 2 the total impervious area that contributes runoff to each practice selected. Note: Use Tables 1 and 2 to identify the SMPs used on Redevelopment projects. r'�,33a ' ,Ind }cateV the ,,Total WQv proylded (i `e WQ� treated) by3 the SMPs t �� ,: <, y r t! r a +R- v r A.n: ✓� r � t a.± � i • < x u. r t �` ldeht�fled ire`quesa on`#33 'and` Standard SMPs with RRvapaclty identified questl0n '*29 FT gl 'fir, `r WQv r�roVlded r rt. :a� a t SD - l' ��Note �Frora�he �standard SMPs= with` 'RRv�tcapaclty the 'WQv4 rouided'r b �°each; ractice �r P Y > P ' � ` `the WQv�ca�lcu�lat'ed us �ng'�the'�'con`trlbutirig ,drainage �ar'ea to: the_ practce ;,x fi � '`RBv proulded by,the practice'� r(See Table 3 5 ii Design Manual) y 34. Provide the sum of the Total RRv provided (#30) and the WQv provided (#33a) . 35 � ��Is� the ;sum of ithe}RRv provided (#3k0) and the WQv provided �,$ti ` greater' than or equal`tof then,total WQv,required <(#28) O Yes U No y ;t#s: i' " a k ' t i" rx ' �. `+r #r �R?tip tt # v'Y If 4Yes o to eston g 4u No, sizing°°Crite`ria has not been met;, so NOI cans not be x processed s SWPPP prepares must-modsfy `design to meet s-3zing Criteria 2 ,<<;a 36. Provide the total Channel Protection Storage Volume (CPv) required and provided or select waiver (36a) , if applicable. CPv Required CPv Provided acre-feet �'�acre-feet r s :• ,' -'��kc � k ,,,-<� 'u .;. r �- i A F,r r q}r:: 3 ',- ' ,s£ s ; 36a w`The ,need to provide ck�arinel protection has been waived ,b"ecause `O Site discharges directly 'to tidal waters , r or aflfth'order or larger ,sObNtrearn Kf x e s O ReC� O yf the §x uctlon F a total CPv, is �achleved �on sl=te f4 w t '�,through �runoff reduction technlqu`es or,',infiltratson systems. -I 37. Provide the Overbank Flood (Qp) and Extreme Flood (Qf) control criteria or select waiver (37a) , if applicable. Total Overbank Flood Control Criteria (Qp) Pre-Development Post-development CFS �'�CFS Total Extreme Flood Control Criteria (Qf) Pre-Development Post-development �CFS �'�CFS � Page 11 of 14 IF 1310089822 ,� .t x N�h�„�,v,>,-; 37a Then needto' meet the� Qp, and Qf, crteria� hasbeen waived because r` fi charges di#rect�ly to tidal ��aates " � f �,fth��order or larger 1 t ` O,Downsteam ana�ys�s reyeals�tthat` r COI1tr,O1S are nOt Yee lllz ed Est �? :t`zr c " e ? o 38. Has a long term Operation and Maintenance Plan for the post-construction stormwater management practice(s) been O Yes O No developed? If Yes, Identify the entity responsible for the long term Operation and Maintenance ��`39 �� Use��this,=spaceto�<summa�ize, thespecif�cd s��,te"�l�.m�.tations�acid ��ustifzcation� � 4��� s �4 . ��,'����, i�� ;�Th�s�space can also be used for�r�other pertinent pro�ect,�information ��h� ��, ik 05 s4 14 2{ 3u 2Vi Of -f 4^: 71 gx _} S' 9 S ny � � Page 12 of 14 1 'T_ 4285089826 40. Identify other DEC permits, existing and new, that are required for this project/facility. O Air Pollution Control O Coastal Erosion O Hazardous Waste O Long Island Wells - O Mined Land Reclamation O Solid Waste O Navigable Waters Protection / Article 15 O Water Quality Certificate O Dam Safety O Water Supply O Freshwater Wetlands/Article 24 O Tidal Wetlands O Wild, Scenic and Recreational Rivers O Stream Bed or Bank Protection / Article 15 O Endangered or Threatened Species (Incidental Take Permit) O Individual SPDES O SPDES Multi-Sector GP711 O Other •None a 41# Does this. pro�,ect require a US ,Army Corpse of Engineers 4 N etlandO W Permits � m If `Yes;fl Inds cafe Size of Impact .,.- 1 ,. .. al:•' _.,tom ,.,t ":`... .Y F _.'1.?. � .. .:.€...,. __ •G❑ Ct :L IY• v " L O t � 42. Is this project subject to the requirements of a regulated, traditional land use control MS4? ® Yes O No (If No, skip question 43) �;43��, y�Has',thez��I�S4 SWPP,P Acceptance"=fform�been�7sigried�,�by the, principal .�' � � � � ®Yes# O No sexecutivehofficer or ranking elected official> and submitted along ; , v s F 7 4 44. If this NOI is being submitted for the purpose of continuing or transferring _ coverage under a general permit for stormwater runoff from construction activities, please indicate the former SPDES number assigned. LPage 13 of 14 4 � 3547089826 t�,f ;.� Z oz�22s+a'k3+' r f �`txi "t !?^�QWIle ��diator;C,. 4?�` K k 1,•- twL1" 04.: s T haves r"e_ad orti been advised pf the permits conditi`ons`�and bel�i'eye that�I understand them I�a`lso' � ' �understandthatunder the termsuoftthe permit,�theref:mayabe reporting requirements z hereby certify � y fhat+fihis ��locumentr rand therf correspondingdocuments��wereprepared under my d�recion;nor supervision` I Tam• tifawaze that��there are signiieant penaltie's for submitt�xng'ifalse information, �ineluding they p;ossibiYity of� Mine and imprisonment -fors{kriowinghviolat�ons Ifurthe understandthat coverage under the general permit bed identi�f �ed,in zthe acknowledgment that bI3,wi11 receive;as a result Hof submitting thist NOI�and can Abe as "lon'g as sxty; (,60) bushe�fs`�days asprouidedsforznthegener`al ?permit `i, Ialso"understandthat�,;by,� ;` submitting this:NOI, I am acknowledging_th" -& SWPPP=has been developed`'ands w ll` be 1implemente�d as the first element2of construction, andagreengito comply with all the aermsand conditions of,thek�general permitb forwhick� this �NOI is�-bein 'subm�ttedrrs> "n ,, g a 5y� ¢ x4'�a grrt9f �,✓k 3�s yG ��, i i �f s5 J- e� xets t i ..yu '� �.x ,,, 3 Pr1nt F1Ts't,;,Ngj ame t;::, .. +..`+ 'xt a#sht�4�,s ,Lu ✓ MIF3 3 " i v } Ytx g a '« �f �S`$r. �� ❑} Y�, +z{".5,�a�i f,x s�f s F• 6?` } 'r 41 t 8 it ra ;. i k s t ✓*� 's � 'Print':F La3t,�Name:° i ��� ✓Ft`� v e v: '� .� a— ^-Mw f' .� �' <.; c�x m +� �'�a x �n',�il b3 r r[�utd a h i � �.4 i �, .r a�s�a � �t = b � C�x a-: ! ] r '. H-_$ i .5, ,.:�f,,.'i,,.x,,;`a�°"wad..=s,`.*�",f ,�,-'.,�s .c's, .,y�sa 4wai ,: fa•',� 'i.yb. .a?� t .•. T G ._'-den z*a �:, I S Page 14 of 14 -STATE OF GePORTW Owner/Operator. Certification SPDES Ge 'fal.Permit:For Stormwater Discharges From Constructl'on Activity Proposed Reedevelopment Project ,projectlSite Name: . eN01 S.ubmission.:Num ber. 3 B N-AS.G V-3O9G POI S'ut muted by: Owner/00e ator ❑✓ .SWPPP:Preparer.: :Other ertification Stat..ement - Owne.dOperator have read.or'been:advised of the permit conditions and believe that i understand them. I also::understand gat; underthe terms of the permit, there maybe reporting requirements I herebycertify that this.document and:the-corresponding.documents:were prepared under my direction or supervision.. I am aware.that there are gnificant penalties:for submitting false information;'including the possibility of fne and imprisonment ` for: _nowmg violations. lfurther understand that;coverage under the general permit will'tie1dentified int e :acknovvledgm?ent that I'�ivll receive as a:result of"submitting this NOI:;and can:be as long as suety(60) business: ays as provided for in the general permit. I also understand that, by submitting this N01, I'am acknov�ledgmg.: :.. 6.iat the.: WPPP:hasbeen.developed:-and will:be implemented as the first element of construction, and _agreemg;to comply-with all the terms:and.conditions of_the general permit for which'this NOI is being. u bmitted:.. .. - 4nd Irew .: : Beck.: : Owner/O ; erator First Name: M I_:. Last Name g: at late : : . NEwYORtc Department off:.: oP �Hrn..: Environmental .. Consery tion V p:p:p ,Prepa:rer Certification: Form - SPDES General Permit for Storm:wafer Discharges,. From Construction Activity (GP-0-15=002) project Site :information ..Project/Site Name Proposed Redevelopment Project Owner/Operator Inforrhation' :Owner/Qperator;(Company Name/Private:OwnerlMunici' lity Name) Vanston Bear,LLc. . —Certification: Statement— SWPPP Prepares:: I hereby certify.that the Stormwater Pollution Prevention Plan (SWPPP) for. this project has:been prepared in.accord.ance with the terms:and conditions:of the GP..-0-15-002. Further'more;:a.u'nderstand thatcertifyin' Wse, incorrect.or.inaccurate information: :s a violation of this permit:and the:laws of the State:of New York arid:: . could.subject me.to criminal, civil and/or.administrative proceedings. : . . .... .. J . Vincent - - IGaudiello First narne MI: Last:Name AM CI.4AA ; . ignature Date: __. .. i s Revised-ApdV2015: Appendix C Site Plan, Details, and Erosion and Sediment Control Plan a i wvxc caurm twx mz 5q2. R0�,9 ���Ep1 ENl z N ryAry�/ / /// � �• 2 N 86-38'33'A' 3>,89• \2 S.C.T.M.#1000-111-74-5.3 a N.c\ - t 94.849 SOFT. 2.78ACES s"' R si a De"a++aas G \ aaaz � \ S.C.T.M.41000-111 10-14 .!I - ( 540,391.47 S0. A gym m mw mz 12.47 ACRES ' "G H TOE°`e<OFl- - � ,5"� •' r m,A�ia9 E♦ i0E OF SLOG �'. �T•92• _ Z\\ (I t SttxC. 6 i •4g dz�O,o rn•t\I a 11 d� y�n FlAc�cw� 83.31'40"w `•i _o `z, N aT4E'42' P9� 30.47' S.C.T.M./(1000-111-14 4 \ Nv @ 28,415 so.F. 111\\\a a u• 0.65 ACRES woo°u 4til� O N D J•\ � r�aoo.. N BO•d0'3U E C7 >. . o ' C �9?&01? 60 0 30 60 120 240 2>•� `iz� B 2LgG9 ME aARA SOGPLY.xfTLS DRYNELLS AND CESSPOOL J> Dip ARE LOCHOR SNOIW T FROM OM FlEID 095WVIRWS M >B• \ - I AND DATA O9AMN d£ ELEVATION DATUM.. NAVDES..... __ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLARON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY y\ `4j 0 'S MAP NOT BEARING T-E LAND SURVEYOR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN Jk gQ ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSRTUHON 5 LI57ED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSRTURON,GUARANTEES ARE NOT TRANSFERABLE. aog� THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM ME PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE o•'y\ �� NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES,ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS txAv mx AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE NYE OF SURVEY SURVEY OF:DESCRIBED PARCELS CERTIFIED TO:BECK; -- MAP OF: FILED: _ SITUATED AT:NASSAU POINT ° TO-Or,SOUTHOLD KENNETH M1f B'OYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O.Box 153 Aquebogue,New York 11931 PILE®17-123 SCALE:1"=60' DATE:AUG 10, 2017 PHONE(831)298-1588 EA%(031)298-1586 N.Y.S.LISC.--ND admla--1--.1-1.ae°°nq N--H.a N U.P 80 W E 0. s x \ �(Y y S S P.•I U.P. FOR S.C.D.H.S.USE ONLY \ � 0P' IN // k� r e I �• ®© I I GRADE EL.: t37.0' MIXED SAND .\p•F' /. J`N/////////////////// �\ Q 2 AND LOAM(SC) BROWN SILTY 'o 1oro -o SANDS(SM) mo ////////// C-� //////////// .. KEY MAP /BOAT flt51N f F SCALE: 1•s300' EL. 34.0' 60.1 \ '.:;::.'::::�:;::...:.:: ::;::�:;n:a.-:.::.':::.':n.'::.":::.'.;.•..:;.'•:.::.::.:::: asS✓z' m 4 U.P. PALE E1111111 FINE SAND SP , :�a /////// NO. OWNER USE WATER SUPPLY / ryh 1 N NATURE CONSERVANCY INC. VACANT q /F NO WATER SUPPLY 2 N/F HARBOR COVE EL 20.0' _ ///// ////// � �\ PROPERTY OWNERS ASSOC. VACANT NO WATER SUPPLY 2 TEST HOLE N 86' 3 N/F BWR HUDSON PECONIC ':.�..:.�::.:::::::.�:.':::::r...::::::.'::':::::::.':::::•':':.:..�. -- .. \ -------- VENTURES LIVING TRUST VACANT NO WATER SUPPLY 37.fi' 1 — - 9 DUG BY MCDONALD GESOCIENCE `\ oN 4 N/F,A15TIN BIILNGHAY SINGLE FAMILY RESIDENCE PUBLIC WATER /////// APR IL 20 2018 5 N DANNY PIZZO J LLA SING LE FAMILY RESIDENCE e Y O .\ /F E ENCE PUB LIC WATER N (N0 G.w.FNCOUNTEPED) \, • //////// I 6 N/F VANSTON BEAR LLC VACANT NO WATER SUPPLY Z N .P. 7 N VANSTON B EAR LLC VAC ANT'0+ /F N THE ttDSFSf USGS MONROIdNG 1Y61 IOGlEO W S \ 0 WATER SUPPLY B N F A- V NSTON PAR.\� TIMERS LLC SIN/ GLE FAMILY RESIDENCE PROM TE WELL(OVER F I VE 150'THE TOWN OE b0UM0LD LETS THE HIGHEST ��::�:I•::�:�'��':::��::�i\�::�::��:ii:i: m £ mP 1 ( \ FROM PROPOS ED SED RECOPDEO GROUNOWARR ELEVNION AS 13A' 9 'm 5 ABPIE TXE SPFS9IC VERIILLL MlU4 (O J. SANITARY SYSTEMS USGS WEll NO.S 91814.1 A Y I ) 9 N 5345 ANSI VAC T AN N \ - IF NO WAT ER SUPPLY SE E SHEET C 2 FOR �(' 10 N 534 VANS TON STON ROAD LL a o x e C VACANT/F NO WA P TER SUPPLY N- SITE PLAN INSET it N/F DAMD B ASS SINGLE FAMILY RESIDENCE PUBLIC WA TER m , a •\ " 12 N/F EILEEN KASSCHAU SINGLE FAMILY RESIDENCE >N E PUBLIC WATER n B 1 i4 a ';TM1,F ' � 13 N/F NORTH FORK qW7 LLC SINGLE FAMILY RESIDENCE PUBLIC WATER b isnNG o . N m , ABANDONED BE y / C \N $ �•\ U.P.. Gam '\ 6 GONG CESSPOOL TO n B E ABANDONED& 's \ YA£ C 'o •' R�SC D IN ACCORDANCE E 0 \ � OHS STANDARDS �G � 1 IXISTING BOAT OF BCUFp .. ' / NG RETAINING W USE TO REMAIN o4f'• M1 G G.FA i331 S.F. TOE OF SLOPE.. %.' 0 -+' N HO ,�N y %IST ALL I •DRY o I rxs N' PROPOSED SILT CE - _. .�' `E•i / a3 .. o : G CESSPOOL TO BE PUMP ' N \. PUMPED AND FILLED WITH D IN ACCORDANCE SCDHS STANDARDS # __ __ _________ £ N 1146'42'W 0 i •\/ .\._ \_________ _________ _ ____ ' GROIN GROIN S E O G �� ��\\ \` G I MO SEO HYD.'•.V. \, H S.F. N N EXI NB I N NG C ♦ \/ I NG ON DR AY S \ 09• �O0 -- AlL TO M (fi09 S.F \ TO E R vn LI`I• t^ k m a0REM0 f x " \'W\ x ~ ..,gqN� ( •� U.P. ............ ............ .......:... .1:.' F L ( I 1 � ..aTav1 I i \ �B BCC:.'. .C"•,t_ �m M "o ♦ ..': laD' Kok \ U.P. I �cy�cGf .,� Yob m •\\•�o OS112019 LZ NO CHANGE VAG OUIMIg KK NOCHANGE VAO 9Reo R ♦, 1211201E l2 NO CHANGE VAG O -- �� S• f 10202015 LZ NO CHANGE VAG h/O♦�7>. 09172010 LZ SCOHS COMMENFS(m,w010) VAG k91\t•' 69 U,P. DATE BY DESORPTION APPRVD 1z T`3>> C ryNb REVISIONS S VANSTON BEAR,LLC `\ CIOAtOREWBECK.MEMBER P.O.SOX 80,SARATOGA SPRINGS,NY IPS06 PROPOSED REDEVELOPMENT PROJECT VW VANSTON ROAD,CUTCHOGUE,N.Y.I IM 1�LSO AREA 510.391.47 50.R.(12.41 ACRES) \�� SCTM NG.AO 0-111.MIO.00014.000 2. ZONING DISTRICT:R-40 ? ;P�. `.'.:.�.`'..':: j' EXISTING CONDITIONS 3. THE SITE FEATURES AND CONDIDONS AS SHOWN ARE BASED UPON B" &DEMOLITION PLAN THE SURVEY OF PROPERTY OF 5250 VANSTON ROAD,PREPARED THE RAYNOR GROUP,P.E.B LS PLLC \ I SURVEYORS CIVIL ENGINEERS SITE PLANNERS BY KENNEIH N.WOYCHUN LAND SURVEYING.PLLC,IlSf DATED • OEEAFlEID GREEN P.O.BO%720 AUGUST 10,2017. 4. THERE ARE NO NEIGHBORING WELLS WITHIN 150'OF THE WATER MILL NY 1f9/0 PROPOSED SANITARY SYSTEMS. 0J` SULE:1•m50' (0311T267000 5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DESIGNED BY: VAG SCALE:�:7 DATUM OF 190B(NAVD88). 0 50100� DPAWN BY: LZ DATE: C-1 FB.ENO.: N \�^ W E PRO ED �H- W/ MO BE C £ \ Ll P POSED ELE TRIGS CE i \ \ n I�''''' N L FOR S.C.D.H.S.USE ONLY PROP SED SILT E TO BE -- - CHED IN 'AND STAKED - �s .'.v l0 YBALES E RECESSED A 3 V \ O ." ..r........".'.'.'.'.'.'.'.'.'.'.".'.': .'.'.'. ".'.'. \O MIN.OF INTO THE GROUND _ ..................... .'.'...........'.'... .\B'� (SEE DETAIL) Q......'....... ........... ...... £................ 3 CLEARING CALCULATONS GRADE EL.: t37.0' LOT A4 3540391 S.F. 15RS.F. ........ .".'.'.................. .......... r AREA OFREA -*50,391 S.F. ALLOWABLE CLEARING .. .. ..... .. .... X lP 'I. 2, MIXED SAND . 387059 SF. .. ".38 '.'..'. - i AND LOAM(SC) EXISTING CLEARING -}60,950 S.F.(11.3%) '.'.36'...... ..GREATERIN�wEO O'.OR.....................'.'. PROP ED WA N SA_ I £ EL. 35.0" PROPOSED ADDITIONAL CLEARING -}10,6GO S.F.(2.05) ....'.'.'.'. ".'.'.'.'RISING." .20':.'." ".'.'.'. Y -- TOTAL PROPOSED CLEARING ...... ...... .. ........".'...'.'.'..'.'.'.'.' O' 1' SANDS BROWN SILTY .. ....... ) O I £ (SIN) }60,950 S.F.+}10,6GO S.F.-*71.550 S.F.(13.3%) X - ......... "" PRO GRA NEW Y ' EL 34.0' EXISTING CLEARING UMR AS PER KENNETH M.WOYCHUK LAND SURVEYING,PLLC. `? [[ \ \\ ?........ P' CIJT&FlLL CALCULATIONS ..',`3�,'_'_'. OPOSED D RACE V+ £ U.P. (1)B%10 CHING POOL PALE BROWN 2g_, / ° /FOR lANO E AREA 1 \ 14 FlNE SANG(SP) VOLUME OF EXCAVATION ST CONSTRUCT PPoPOSED STRUCTURES:4668 C.Y. _ / GRATE 39.5 •��. £ - VOLUME OF FILL TO CONSTRUCT PROPOSED GRADES: 461 C.Y. ....... �".... '..'.."'.'.�........... ... ..�....'..'.'.�.".'..' .'.'.'.'.".' VOLUME OF MATERIAL TO BE EXPORTED: 1,007 C.Y. E TO THE VOLUME OF SOIL MATERIAL TO BE REMOVED FROM THE SITE AFTER ~ 3• S / COVED(DASH IL 20.0- TEST HOLE ESTABLISHING PROPOSED GRADES IS APPROXIMATELY 1.007 CUBIC YARDS. .. .. ....... •.. .._ __ i _L..�•'• // G DUG BY MCDONALD GESOCIENCE THE VOLUME OF FILL AND EXCAVATION INDICATED HEREON IS BASED ON - / " // S APRIL 20,2018 GEOMETRIC VOLUME RCALCULATIONSCOMPACnO AND LL APPROXIMATE.NO ATTEMPT HAS BEEN I / / hG J. \S (ND GW.mcalanTRm) MADE TO FACTOR FOR COMPACTION,SPILLAGE AND OTHER VARIABLES. '.'.'P OPOSED COVERAGE CALCULATIONS ...(1 POOLS%5 G HI lU' /• / / ,j O lIQ 1DYM OF° Rpm ISI5 THE XIGHESf _ I / pE. n1E 0.05F5I USGS uONITONN4-IfMAIED IN MIN.' ' LOT AREA -3540.391 S.F. TOE OF 0<UFF. D W/Y X / V >Q/ 113.3' P= O°� \ RmORom OxWNDwpIEA¢EvpnON ps IJ.at' AREA OF BUILDABLE LAND -}215,437 S.F. )_ :'T.W." L / / 0/ £ ABOYE BE PEgxo.vOrn�n... ALLOWABLE BUILDING COVERAGE _}43.087 S.F.(20X) EXISTING BUILDING COVERAGE: %I LNG MR /8%6 ,'�a' 8 L 4 / 5` 190,, \ MAIN HOUSE -}3.077 S.F. ( 0,9 S.F _ -4p �, / / O y, O / o GUEST HOUSE -}1,057 S.F. - GARAGE -v.-S.F. TOE OF SLOPE - 1 (G• '3D P D PROPOSED 52.'LONG RETAINING WALL r BOAT HOUSE -}331 S.F. J .._ L _--•) T.W.46.0 I MwY HEIGHT VARIES W RADE \£ PROPOSED WATER$E TOTAL -}5.472 S.F.(2.57.) HA B.W.39.3N PROPOSED BUILDING COVERAGE: MAIN HOUSE -}2.159 S.F. MAIN HOUSE PORCH -}344 S.F. GUEST HOUSE _}1,057 S.F. B%6 - '+ ;- q O Z�p I POSED SANITARY SYSTEM GUEST HOUSE DECK -}339 S.F. f /� QOS_v T.W.46. 4 I \ (1) LEAN CEN-5 TRFATM TANK Q t vAg^ B.W.39.4 8 / @(1)8'0 12'DEEP LEACHIN POOL - - GARAGE/BARN -}1,479 S.F. G pG J g. POOL =}891 S.F. R-T�OOvR�'95',Z�, \ PROPOSED D GE W/ROOM FOR H° EXPANSION POOL DECK -}587 S.F. PRO WA ERIA / '+h9 \ () Z P) '1 i 8X3 LEACHING L POOL EQUIPMENT BUILDING -1144 S.F. i` '�O� G�;\'' FOR GUEST HOUSE EXISTING RETAININ BOAT HOUSE -}331 S.F. / 8%7 R,. Fp.' p TOTAL =}7,331 S.F.(3.4S) _ y G; Ot / 24.3• DRAINAGE CALCULATIONS /i PROPOSED D AGE MAN ROUSE OPOSED / PROPOS p 3" - .v BX3 LEACHIN POOL /'/ EN SED PORCH ELEFO CTRIC 02 / FRAl1E 1GUE5TSNORUSE GRA GRAVEL EL 45.0 Y ROOF =}2,505 S.F.%1.0 X 2' -417.2 C.F. Cl EL.39 SERACE 8X TERRACES =}1,005 S.F.X 0.9 X Y -150.8 C.F. O 44'T PROPOSED DRAI E -_--_- TO BE REIN TOTAL -568.0 C.F. BLUFF q I 0 1 8%2 LEACH C Po INTERIOR OVATED ti ,•/ A BX3 &3 EXISTING/PROPOSED BEDROOMS= () PROPOSED PUBLIC WATER - USE(2)B'D10.%7'DEEP LEACHING POOLS -591.4 C.F. ")' C"� l ' \ 2 F. 445 c 98 FAt,}7 057 SF L LANDSCAPE AREA I =±23.477 S.F.X 0.1 X 2' 391.3 C.F. -TBOMSED DN S S USE(1)8'DIA X IQ-DEEP LEACHING POOL -422.4 C.F. \ / /' - £ 1 \ D Ma M•u n, 9 -- LANDSCAPE AREA 2-}3.313 S.F.X 0.1 X 2' =55.2 C.F. r \\i°V� / Fk ` \� !> \ USE(1)B'DIA X 2'DEEP LEACHING POOL -84.5 4F' }9'TO' 39, , PROPOSE J CLEAN CO TROL I 8X P POSED I VEL DR AY OO'� PANEL AND UNTED 10• I GRAVEL DRIVEWAY =}3,941 S.F.X 0.6 X 2' -394.1 C.F. I ` `P� , \ S B _-- -�� ON WOOD P 5T(CONNECT 0 = \e° - GARAGE/BARN -}1,479 S.F.%1.0%2' -246.5 C.F. GARAGE PO TOTAL -s40.6 C.F. o \ �d ,; qC F W I rt I I ' v USE(3)8-DIA X 6-DEEP LEACHING POOLS -760.3 C.F. \ j £� \ vF" PROPOSED MACIDOR LOWER W/\_/ I PROPOSED ELE ICAL LIMIT OF FLOOR LATED ENCLOSU (TO BE UNE/CONDOR OM TREA ENi y GUEST HOUSE: \y` C \ a,_ ELEVATION \ WIRED TO CON OL PANEL) \ / TANK TO CO ROL PANE Ey -- ROOF -}1,057 S.F.X 1.0 X 2' -176.2 C.F. G \C ` \ �, PROPOSED OSC�PE W 5' O 4 2a� TIES WIRi G MIN ° GRAVEL DRIVEWAY =}392 S.F.%0.6 X 2' -23.215.C.F. �\9 \ / I PROPO AIR Y U E TOTAL -215.4 C.F. `,\Cf ` \ / � CO � � LENGTH- _A2,� /\� £� USE(2)8'DA.X 3-DEEP LEACHING POOLS -253.4 L.F. \s \ l `� TWCRADE / �� /� PROP JI L AN POOL EQUIPMENT STORAGE BUILDING: •\ \ 37 \Pv / \ 0 T(CON EC 0 POOL EO MENT 9 POOL BACKWASH -}891 S.F.X SY.% 2 -222.8 C.F. \ - ^' TEST _ JB A ORAGE G POWER LY) £'/s ROOF }744 S.F.%1.0%2' -246.C.F. ` - TOTAL -246.8 C.F. � `A4' 33.0' /�/ HOL� 6 p5 ° / 4 "'� � / 3 � %� �/a> / SED M OR BLO W USE(1)B'DIA X 6-DEEP LEACHING POOL 253.4 C.F. / �•f �- U/�F� ° __ _ `ri EL`f / / NSULATEED CL SURE 0 BE V. . PROPOSED�-ST_OERrTYYY / 76 _______ __ OSf,O 0 / / HARDWR TO C P EL) SANITARY SYSTEM 1 - MAIN HOUSE &GARAGE/BARN .' HOUSE W/ ODeAS, ------- ----- - "- '- PROP hG/ PRO ED POOL EO IPMENT ' 4"EDIT \ STO E BUILDING N STAB HYD� - A.TREATMENT TANK G OW NG PROPOSED"PUBUC WATER�`,-�j�36� 7 --- -- � � / 8%6 0 B ROOMS � THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. &BRICK A�-0 GFA}2,159 S.F. SLP 20' 45 / 'D ' X. MAIN HOUSE:FOUR(4)BEDROOMS X 110 G.P.D.PER BEDROOM =440 G.P.D. TO REMO EX TING TIMBER WALL TO�• / MI 0- F. 46 GARAGE/BARN:TWO(2)SCDHS BEDROOM EQUIVALENTS%110 C.P.D.PER BEDROOM =220 G.P.D. - (DASH ) REMOVED DASHED 20' / G.F *144 S.F. TOTALUSE ONE(1)FUJI CLEAN CEN7 TREATMENT TANK(700 G.P.D.RATED CAPACITY) -660 G.P.D...'' ( ) /' LUFF }2 10 ` MIN. QaOPd'f0 4 / EXI NG CLFA) G LIMIT gyp'• B.LEACHING SYSTEM SCALE:1'-20' -. THE OUANITTY AND SIZE OF THE LEACHING SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL �\ I \ PRO SED D NAGE JAf £ 0 20 40 60 SIDEWALL AREA FOR A FIVE(5)OR SIX(6)BEDROOM RESIDENCE J ,_ '_ .1� (1)8 6 LEACH NO POOL J THEREFORE 400 S.F./25.1 S.F./V.F. -15.9 V.F. _ p - \ \ FOR OOL EOU MFM 'CO USE ONE(1)8'DI0.%16'DEEP TEACHING POOL -16.0 V.F. }14.T0.' - \ P OSED RAM M J• STO E BUILD G&POOL -' '''''' ''}2 (1 FUJI C CEN- TREATM J EOUIP ENT BAC ASH (n -- SANITARY SYSTEM 2 - GUEST HOUSE :,z . ... j \I T K.(1)JUNCTION HOLE, (1) Ot ' 6.......... "....'. LP�. N I DIA X 16'DEEP NC OOL F A CNI A TREATMENT TANK ..... .p„.,,,_'.:..........:.....'.'.'.'...'.. P 050 EF D DRAT��AAG ( W/R001 FOR 50 EXPANSIO1 THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN ROW. OF 2) CH_ 9 THREE(3)BEDROOMS%110 G.P.D.PER BEDROOM 330 G.P.D. <J"" POO MAIN US '\ a 2 46 W PROPOS CONTO R 05'152019 lZ UPDATE SITE PLAN VAO USE ONE(1)FUJI CLEAN CONS TREATMENT TANK(450 G.P.D.RATED CAPACITY) NO'.;.:.; q.'' ''''' PROP9SE�'ECFtTRI O \ p (Df5HE0 091t/At9 lZ UPDATE SITE PUN VAG B.LEACHING SYSTEM UNE IT FRO CO 0 \ 42 PROPOS CLEARI UMR 04112 19 KK ARCHITECT REVISIONS HIMM191 VAG R THAN PANEL TO ID E '44- / � �� 4p IL11/N18 lZ NO CHANGE VAG THE QUANTITY AND 512E OF THE LEACHING SYSTEM REQUIRED 6 BASED ON THE REQUIRED TOTAL _ \ - - SIDEWALL AREA FOR A ONE(1)TO FOUR(4)BEDROOM RESIDENCE. �?� 0' PROPOSED 4'HIGH OOL FE CE TO 102G2018 LZ MAIN HOUSE SANITARY SYSTEM VAG �\ 2\"�/ ` MEANDER NROUCH ISTINC DATE BYvDESCRIPigN THEREFORE,300 S.F./25.1 S.F./V.F. -11.9 V.F. ''' 32 USE ONE(1)8'DIA%12'DEEP LEACHING POOL-12.0 V.F. ..: .� P P AIR SUPPLY 2 26 8 OM]2018 l2 curs llwg xv¢mn[xrelro°v�°iq VAG g VEGETATIO W/SE LATCHIN GATES THE FUJICLFAN MODEL CEN5&CEN7 TREATMENT TANKS DO NOT UTILIZE AM ADDITIONAL VEIN PROPOS SILT CE TO BE APPRVD `)�''' �. 1 REVISIONS PIPES.THE CEN5&CEN7 VENT THROUGH THE MAIN SANITARY LINE AND HOUSE VENT. PROP \ TRENCH IN 6' G STAKED UNE/CqN R FROM TREATMENT YBAlES BE(5 REC D A NOTES "'' TANK TO CONIRO PAN .OF 4' 0 THE GRO VANSTON BEAR,LLC �.J4 I CKIANDREWBECKMEMBER -I ZZ - DETAIL P.O.BOX M.SARATOGA SPRINGS.NY IMN 1. LOT AREA 540,J91.475.F.(12.41 ACRES) """"""' E OF OPE P.O. 2. ZONING DISTRICT:R-40 '.'72 _ _ PROPOSED REDEVELOPMENT PROJECT 9Z O �SCTMNO.p 000.11 Di P10.0 E.KY.11935 3. THE SITE FEATURES AND CONDITIONS 0 AS SHOWN ME BASED UPON / I THE SURVEY OF PROPERTY OF SU VYING. ROAD,PREPARED / lb�+ B BY USTKENNETH10, M.WOYCHUK LAND SURVEYING,PLLC,LAST DATED AUGUST 10,2017. :":"'" � Z. SITE PLAN 4. THERE ARE NO NEIGHBORING WELLS WITHIN 150'OF THE PROPOSED SANITARY SYSTEMS. \egC/r ME RAYNO G 4 .. ................ R ROUP,P.E.d LS.PLLC 5. EIFVATONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL 84 SURVEYORS CMLENGMEERS SITE PLANNERB FELD GREEN -- DATUM M OF 1988(NAVD88). ::.". '. '. - ._ � O� WATEfl MIL NY 119)B (8811]2B]E00 � P.O.BO%]20 6. APPROXIMATELY 16,741 S.F.OF CLEARING PROPOSED WITHIN 100 LO IN U FEEL OF THE TOP OF BLUFF OR BANK. EA1E DESIGNED BY: VAG SCALE: 1� OWGNO. 7. AREA OF DISIRURBANCE *66.895 S.F. ''.ISi. 'C, .. DRAWN BY. l2 DATE: OBN52019 ^-2 ( vw:Dn AOMmEuO APPROVED M: VAG FdE NO.: 330) 20"MANHOLE W/POLYLOK FIBERGLASS LOCKING - ;- - -d- - COVER, HOPE RISER AND SAFETY SCREEN JUNCTION MANHOLE 24 MANHOLE W/POLYLOK FIBERGLASS LOCKING <.ua:a (SEE DETAIL) COVER, HOPE RISER AND SAFETY SCREEN ,,,,i, - -'••,� �,oR 4"DIA. CLEANOUTJAB -TI -Or�l - - (SEE DETAIL) SEE DETAIL BELOW SAFETY SCREEN — ` m:-c FOR GARAGE/BARN mn to `. m'^"° CnamOi�""'•" + li RESIDENCE --1 .FL EL. t37' GRADE' 3B' GRADE: 35.5' GRADE: 35' — M,araiT4 Nm rul..Re, „, _ 1'MIN 6"PRECAST I-DIwq .° _ 2.5'MA% PLAN IVIEW p/r0./rr 'sLrot7 "'7 CONCRETE SLABa uRINV33.75' 33.10' IW. Nv. BACKFlLL AROUND LEACHING2'OF CAST IRON PIPE 3300' 32.46' POOLS WITH 3' MIN. COLLAR / PLAN VIEW EXTENDING THROUGH 32.B EL. 32.25' 26'3 OF CLEAN SAND AND GRAVELFOUNDATION OF BUILDING BOTTOMOF TANK E m 1L iEp1 FUJI CLEAN MODEL CEN-7 16 V.F. e .y x NOTE: UTILIZE SANITARY LINE FOR TREATMENT TANK VENT. SECTION A-A VIEW SECTION 3-8 VIEW SECTION A-A VIEW SECTION B-B VIEW BOTTOM EL. 16.53' SANITARY SYSTEM PROFILE 1 - MAIN HOUSE PRECAST CONCRETE LEACHING POOL FUJI_CLEAN CEN-7 SPECIFICATIONS FUJICLEAN CEN-5 SPECIFICATIONS NOT io SCALE (10' DIA. X 16' EFFECTIVE DEPTH) NOT TO SCALE NOT TO SCALE ONE (1) REQUIRED v 3' (MIN)TO GROU WATER GROUND WATER EL. = t13.41ND HIGHEST EXPECTED COVED MANHOLE(AS INDOORS I OUTDOORS JUNCTION MANHOLE uTE OR—ER surf oR oNER PER SCDHS STANDARDS) 4"DIA. CLEANOUi (SEE DETAIL) sunQ�cavrn SroPPDi DR Dmr"B1E ' PPER OR END PLUG END PLUG (SEE DETAIL) GARAGE I CONTROL PANEL OWLS CONTROL PANEL GARAGE/BARN ADJUSTABLE LOCKING TYPE'F' POWER NEMA 4X ENCLOSURE cR xO GAST IRON FRAME AND COVER PROVIDE TWO 20A, PANEL 1 .FL. EL t39.5' G DE EL.38' 4 (TO BE WAFM TER TIGHT uRt erARwc 1-POLE CIRCUIT BREAKER S HED12G IN 8 --' GRADE: 38' AND INSECT PROOF) N u¢i AAvrto-xz0 IN GARAGE POWER PANEL I SCHEDULE 80 CONNECTION "'- PVC CONDUIT 1 12 1 12 -Dk sp¢-ss - ES —, 20A I 2G M.SLovE) uRiH s PIJ VAI°ES STEPS ARE TO BE COPOLYMER JOINT SEALANT TO 4UA I 21T18 JI 2. 2 2, INV INV _moo mGiuDlr TANK(SFE SOVER J POLYPROPYLENE COATED)¢' - BE 1'BUM RUBBER I 2G N 2G 34.15' 33.10' INv. PPOillE ABOVE) RK STEEL BARS 0 12"O.C. FOR ALL JOINTS 2' OF CAST IRON PIPE 33w EXTENDING THROUGH 50.6' PIPPED PROVIDE NON SHRINKING EL. 32.25' CONCRETE INVERT MAST JOINT;iZANi FOUNDATION OF BUILDING FORMED TO AT --EL 33.10 DUPLEX RECEPTACLE INSTALLED IN WP COMP 45 fU30W5 XT EIBOW LEAST 3 OF THE I WEATHERPROOF ENCLOSURE DIA OF THE PIPE L EL.3.00 ' 5- CAST IN PLACE FLEXIBLE FINISHED - r I RUBBER SLEEVE WITH FINISHED GRADE GRADE ORA FLEXIBLE NLEIS T ELRUBBER STR APS 1. A BOOT NOTE: 4s•nBow N UTILIZE SANITARY LINE FOR 1. ALL MANHOLE SECTIONS SHALL CONFORM TO ASTM C-476, TREATMENT TANK VENT. N�' N1.CCUDJIOUT DETWL IOR ARF75 NOT °P LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST ONSITE WASTEWATER M pyl,P IFANOW DML FOR aREAS NOT SUBJECT TO x I LUJR TRAFRO. REINFORCED CONCRETE MH SECTIONS. TREATMENT SYSTEM D+iGXNi MAT SU61ECr l0 VEHCUTAR 1RUT1t. 2 CtuxOur DC-TOR USE WITH 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3 OR 4' FLOAT PIAD' 2.1FANDUT DETWL'OR USE W1M eURDINO EX,ENSION/CONN[cnoN. HEIGHTS,AS REQUIRED. SwrtCN � S'BEu05. J. LOADING TO CONFORM TO PASHTO H-20 LOADING SANITARY SYSTEM DETAIL - GARAGE/BARN 4. ALL CONCRETE IS TO MEET 4000 PSI AT 2B DAY SET. CLEANOUT DETAIL CLEANOUT DETAIL s. ounET PIPE To BE SET 0.1'MIN BELOW INLET PIPES. OWTS SINGLE LINE DIAGRAM NOT TO SCALE NOT TO SCALE NOT TO SCALE 6. THE MAX CHANGE IN EL BETWEEN INLET AND OUTLET NOT TO SCALE INVER(S)SHALL BE NO GREATER THAN 2 FEET. CONCRETE ACCCES NOT TO SCALES/JUNCTION MANHOLE 20"MANHOLE W/POLYLOK FIBERGLASS LOCKING COVER,HOPE RISER AND SAFETY SCREEN _ 24"MANHOLE W/POLYLOK Fig..5.30 FIBERGLASS LOCKING COVER,HOPE RISER AND RelnfOrced Silt Fence j SAFETY SCREEN /4"DIA.CLEANOUT 41 SYMBOL GUEST HOUSE (SEE DETAIL) SAFETY SCREEN In rus c re a .1 MAX 4 x[sx GUEST FFL. EL: f44.5' GRADE: 43' GRADE: 43' Psis m mi Inmar WI .Nrn fAm.Im. Ix'NN is'un 6"PRECAST - xnGn o<rnrw CONCRETE SLAB ' te'Nni FOR S.CA.H.S.USE ONLY IM•. Nv BACKFlLL AROUND LEACHING yy�' 2' XT CAST IRON PIPE a s' 3s.eAi 39,7°• 3sss° POOLS WITH 3'MIN. COLLAR PrRmr^*m*vuv EXTENDING THROUGH 10' 8' OF CLEAN SAND AND GRAVEL VISUAL ovlsrzDlB L2 SANITARY PROFILE VAG - FOUNDATION OF BUILDING BEACON IIIINTIR G6'KK WOLF Pn°T SYSTEM DNa xrxE�a OvnrzolB LI SANRAgY PROFILE VAG CONTROLLER/ALARM sP.cnw v,rx rnTrn narx ecaN 0An22019 KK SANITARY PROFILE VAG „RPI UYli is a SCDHSCAMMENTS(12/111A18) VAG _ BOTTOM OF TANK EL. 35.57 V1Pr5n1R°E°GRO�'D 1Drz6nme 11 MAN HWSE SANRARY SYSTEM VAG 450 GPD TREATMENT TANK FUJI CLEAN MODEL CEN5 lz vF Au+an nLrcR nmN N,aD4 0W172016 a SCUHS COMMENTS(UBN2201B) VAG ELECTRICAL & MAC "R" AIR BLOWER 'm`tr a'U1°ini°m' DATE BY DESCRIPTION APPRVD NOTE: CONTROL TO BLOWER TO BE HARDWIRED TO CONTROL PANEL CDNSTRUCTIiJN SPECIFICATIjIN REVISIONS UTILIZE SANITARY LINE FOR CONTROL WIRING VANSTON BEAR,LLC TREATMENT TANK VENT. 120 VOLT OUTLET s 10"E^vrvr roxE T°L.3nXL sEa -r m I'UYL Psis NARD 00n.i¢s TO OWTS COMPRESSED AIR a macs e0sls 4e4L 6 snu nnw•r oa v rme nR NvmvOm CM ANDREW BECK MEMBER LINE TO OWTS Lr�n C�v[RN T.BEMi En cECROL IInN ° MOMMIT. P.O.BOX M.SARATOGA 6PRNGs,NY 128B8 �°"G PROPOSED REDEVELOPMENT PROJECT 36" MIN INSULATED %v a lva I "P'" rnlol ul Anxex uw mxre r cY YrWL¢nvm- -- IMPEL ST SR NOES a+m rCLDEn TITER 1i01ri DIAL,)K U,K➢r0.irR•, Sx50 SCIM NO, ROM,CUTCHOGUE.N.Y.11836 BOTTOM EL 28.03 BLOWER n,Ru1 lDu,srwnvaA n4Dx.aR rswOVEv cmnvnLExr. 6GTM NO.:looalll.Do-lD.000l4a°D PRECAST CONCRETE LEACHING POOL =--= ENCLOSURE ..PRCABOiCATLD uxtts mWL N¢r ne rmm¢3I Ptaumc,cen MIOM. (8' DIA. X 12' EFFECTIVE DEPTH) n w.urtcx sE sw,L cc Pruoacn+s IscnLD Arm NATE°uL Pnavrn vxm ONE(1) REQUIRED •aancs•svm s nc mr re¢ DETAILS .m,la rmr arms r3avgc s.usr.'Res rcv rDa tt.x IIPwN¢Nr s m�mr+m GRADEJREINFORCED THE RAYNOR GROUP,P.E.S LS,PLLC Icvc„rwcT n^sic r ^or N�vNn.oriiIDy Nn'L SILT FENCC • SUgVEY01iS CWILENU EERS SITEPLANNERS 3' MIN TO GROUND WATER OEERFlEID GREEN P.o.Box 7za GROUND WATER EL. = t13.41 HIGHEST EXPECTED WATENMILLNY 11BT8 (831R2a 7720 Narn0e3013 Prye336 'uh3,ee SlnenJ.mtl Smir�.- DW um+ �STm Do4mmeSNivmC.wi DESIGNED BY: VAG SCALE: NTS. G NO. _ - SANITARY SYSTEM PROFILE 2 - GUEST HOUSE CONTROL PANFI. AND BLOWER DETAIL DRAWN BY: L2 DATE: OW,S20,B C-3 N O SCALE NOT TO SCALE SL'NN6�+AGwI uo APPROVEDBY: VAG FILE NO.: 3387 . . _ . . . . . . .: . .,. . - . . .. . . . . .. . . . .. . . � . . : � . . : .. . . . . . . . . . . _ ..l . t ! !..N / s. ) i is - .. I ,-.I ,j- /' :_,,� r r rr .. 1 . l) ! l -i I I '�"„ ' ,- i .I. I i SICNDARD,VIDE 11FICATIOTSFOR FTymre S-W vre 2E re512 _ 1 .1 1 /. . . / / _ \ \ \ \``� \ tt I'. ( // Rtivfwnd AlM1 lent. fit.M1Ulud Co .w .A- hbrte-,,.I.Rmem'av ,'I / / -ram \ ( i (. CO\CIUYB TRULTE SYASEIOUT. (r t//, r i l / - // /��-\ t - '4. \ t 1 i '- ..�?..� .. I SYnO[f ��� SYNBoI�, i" / ( / /// _ .11 _ / / `�11 , ,r+♦�`+�. \\ IMF .j - I .. ►-~� NR. ' .� I / ../.' S W i' Er/r /-"-- t \ \c, .\ ) :1 I .j �.. - n _ ,�r..�a .. � .... .. . '1 ' -V. J. .r V �' I � � < j/ � ;J/i ; 't 1��;��j �+�r�\-:\ `\\ ��,;: `, i ' �.���...:� _ .. =i. . . I. ! \\. ..' ` ✓.. // % :I \i Fry\. \+ \\\ I ... ,I �I ; y - I _ ... - y . d / Y j ! �. so. / l i ( f r. 'ROPosEQ 1z'X-.' _ __ 1 .i . ,. .j $/ i' f :/'-% \/ \`.. sI a.-CONSTRUCTION t �~\ I. evtr.YSV II_ - , zo�j'� / / ! \+ \ 'ENRRANCE(SEE DETAIL) ,, I 1 I ( ; \. .\„ _ _ _ /- I PROPOSED;SILT FENCE Tq'BE f 1 \ 1 + >` �*'r mw^ �rsN erns mev v�mr'va ["\ I I _�- ..�' TRENCHED IN 6'AND STAKED f J .r1 ) r - m . j 'I - I i I �. \. .\ j .- / .. 1u" e."'^ r : PECIFICA' '� \' - "//�/ TR.ENCES T_0 BE RE A \ {J ��w m..� GCIS"BllCTioN S I9.dS' E'�jIYI . i .i \ \ \\\ y - ,! \ MIN!'0F 4'INTO/THE GROUND ;` _ \ �\\ \�''� •.vim•` - - L - \ . -1 J\ t PR .SED.B'XB'. ,�CRETE\ ar+wr,n..nrrom6,�w.eswus,�u:u.0,m.,Am• .. : \\ \\ > ---J .% "/:o. (SEE J1EIAIL).(LAIR OF 1 (L6yp� :,'. `r..a _ - '�.. v -- :"�` %DISTURBANGEI 266,895 B.F.) I `'C•\ _ - \ . WASF OUT AREA:(SE;DETAIL)', r.•1,17===,..,.� •�v.re '°P =� ( \ .'1 , ,.\\.'. .\ /`� / `..�'„ it l . \, .. 1._ COYST4:.TI N RP IFI ATI'Nc I. \ / 1/ \I _ nm mm¢ ... .! ^� / .! ,'{ �` j\{ \ Ate. _ .,�\ e4.�.,.,.:r_...� "' .. f_T71gTeLM T70.\'ePECSEI�AILOhS' r .ros mn -"G,`m�"f^�m.K,� - j. �.- .' __/'� 1" , \-r \ 'y' \ .. .__ \ w�ram' 1 "' E i;u's`. rW1�SF'a`1F�2Td,^:..�. \' >,. i I p _. . . .d i ( _ -� "" _ Y �A -.r.,a..�P,rr� 11 \.. I / '\. I / �/` .r _ \ PROPOSED CONSTRICTION. . 11 t . a>.R.r.. w" anu:.I;RE� „.Hn �ABfdcT:b�e,frP„6'nEJSFE.54:�'•'":__l!ll \\ - �// \ f J+'i , / \y 'STAGING AREA CO R WI1N w.:..mao-`ns° W a+a I•� tN,Oy�nW ,°, . . -- +c?E ."G FOCAL GR .R„P.,_D r/Ai'.SET E-_: i7., .;Lr / \\ 1' -2'-A'WOOD.HIPS ... t 1\um qRe W r /N ,� C l / -n / . . _ o ,v v,nuim•.�u FBIi - `,\, .,..Af :AEi:.C^ - - _ \ \ /.-'J / / .I v A®..m•..•..,..y.° .. _ ...,,vT,..v •mean m R:SliG'r 1O� I av a svmevv ' S6I,FEET I cT1S1pE,F,�TT@F MUI,1T _ - �3%ul.rr',".h+i. -- �/ // / \ I �1� / / 1 ?�, r j u. ...,..r. .,. I��� is I Vz, - ?rcP - , :- d,=ivCnAr ` ' "- o, l / '`/ .. a� m�. .:,r ... t.,ij 11 t, K / '. / .a,mWAA.,.r�. .e �s,.«ar.er F_�.�.,e. . - ...,ram:. - JUG �\_ _ / % 1.r./ .I /!/` iQ c vr-'N^�P„GL `\ _ .. !cl;- `' '` - . j J / ,-1, � i.j Or:a' ,APc R�CO TRUCTON.PARKING AREA. .. ... ... .... ..... .. . . .. `�/`��� "� /1'<BOPOSID SqL STOCKPILE /,. // J)/ /' /IGPATE%-P}age 1. .. . JqJ 7/ FFA 1 `\ )�/ GF) �\ ..��/ A q-(BEE DETAIL) r 2;S. // Y,// / F{ APA q' / `. . a ... ..�;,` ,^.�,.y�' \\.. / (!,: l/ ./ .�' // U:` ``y .� PROPOSED ONSTRUCTION TRAILER .. .. _ �'S/ JI. .. .... .. ... ... \ •. '�.�..'.` /y/' - f % ` yF✓ / PROPOSED PO T-A-LAVS .. .. .. .. .... . . '..,��\.` - .. r -0 Sr A-f" / f0 / I �i'� 1 . . .. C=!Ms .. " - , , . - ... rY G Cy \% -.r. a it.. ,' r/ -. _ ssr s ... :SRr fENLEm_ . ��E`�' `�-»-.�_�`, .. G"r%WP'(L�pPJ,�/tl. /\ � NI� r/'' '13.3' �� ^�.r',/ -.Al... ourma�Ns�DwwxE TAq�ND 6EITa�PEpOlElflt OF, .. �.! ,J/�.r� _ Bt�'f�j-�`'��,_- \\ I'+/(.a)% Fj.Abi X NM -%. /�' <7/_C• _ EXTEND ARWIODMMSTE / _ s /) ti '- .• /% // �,.:° J / \'v `y. PROP SED CONSTRUCTION TRAnms�Owns YE^^tp PoRnON 6 STacw1E 6.IX+BtOre . .. .. f ./...//.// _ r p r A ARE VER WITH Umra� ..: -- . '_. EmaOv"nE .. • •- .. ca:i�TG -',i,1 G.C''„� / r \ 2 4 CHIPS) .. ..- •.. - L LLL LLLL.. �=�`""r' . . - "" - L L L LLLLL. mLOR To sSa ONTORANOE 7__-_2��l III/ - �, `'s'" F'1 '`• B .I/ ~. 7^, LLLL L L L LLLLLL L L LLL LLLL L ` "'1D' . P . .. j /, i1 . _ LLLL LLL L LLLLLL L L L LLLLLLL 'ar (UP) _ / / .�.. J _ m�xraross ewDaa ..:. ].TC'E OF S;OPE - i'_: / // 1.:. I / i / l _ - LL LL FI/ �,A Y y1 _ - �, fi 10' LL LLLLLLL - L LLLLLL 11761111..E __ -- - � '.� / w•�.. 7\/`-9 4/ �& 1 'i' NEICiHT VAF-5 ?� .Fa.:POCEG WF eR S_r. LLLLLLLLLLL .. .. i //--�1 // /�Nv /f� �i a w �j .1.: WOM aROUr D-ACE .. `�� 14r r i ! '\ + �V ` ! f V FINISHED GRADE 2'-0' .. -_.__�_PROPOBED COHBTR L(TON•i)UMp,SSER' '.,,- ..�\ . S� / `d� l� \1 .'10-0'MAX(TVP) .. .. .. .. ,/� -�� ,� y ;Y i _•1-.'., ',('- `♦ `..-,./ yt/ �`"•T a� - \f \\ - `. _ .- .. .. CONSTRUCTION SPECIFlCAT.. .- : .`" - �. r BAG <+` y OS:"1JOTAR:114L. - -. T ATIO B IDl`ATED Itm...., +/ � - q -"�. \ , , ON-SIIE DPAMrDE S 4E E BETWEEN METO_STOCI�BF / /: ( a V \. �V.e, ti }..:�A"�7 w )-` `-��� \� `,,� 1.�LFA.i C N-5 TREATME?. TNIK OFT-BITE PROPp1Y. y_ -�/ F. Y.•7�J /: r 1.f'1� 9 .r.J`7,4 '� ,Y f T.... � pEFF'[FA.;i i. %OJ. 2.REFS ERM 6=E m THE 5LT FBrfE DEOIL(OR-J)FOR MAMIMS-INSULATION . .. ,,..:, /,- , I-Y // 4�S,g,O>A 7 w: \\ - METr m . . . ... , / PROPOSE:'WATEP�`ERVI''- , `-�T/ % - //'. .. ; t<.s�._V `\ i!'P` __ - �i, ri/FOG'G F'OF•3"vr`:.,F RPAn3:J': M111 "'\;f __ `-_._/ -�'?N'' '♦'^ri.. I ,� C \. ;/ ,>, C. t`ti:f<< \N.1,,-.tom.. .. ..___\� (:)GB%3FEEtCNU `,O`_ - _' 'u+ -'+ .vNra .... .. 1 SRllff' 6 m�IEPoR•➢r FOR YORE 1HAV TA BAYS.R SHALL BE SFABI{!DD ♦�../. / I A.'` - .�...:. /( E?.R GtiES:HO°::L - \. lY NOTES: A.Ir icTDH of mi Fpa SHALL.EAAaz T r_EAFF ONCE PER WEbc IMo AFTER T . . / - 1 `ti. .. , ` E G G PROPOSED OPEN v_-/ E715`7NG Pa:A::I.\-^...1 - \ ... .. wai c m�wem ... / r \ „\ {�r7 I. ( ,a /i `_,. f-.„,N., `-' i'• /�-�:� \\\\"�� PROPOSED TREE P.ROTECTON\ T) NOT LANDSCAPE DESIGNER AT LEAST BEVENp(])DAYS PRIOR TO INSV,LVITION OF TREE PROfELRION FENCE. fl4O5 W FxCEit OF IUtiMCN(I/3 PER MY OR FOWL SNOW MELT.REPAST OR / "C.. ': �� - . GRATE.FlLTER FABRIC. -. 7"''�- _ RUiIGEIRNT of Bar FDKE SwG BE IRCE PRO PRY a F®m.- \- `e.. // '�� _!"� FENCE TP.(BEE DF,I'All) \ 2) VERIFY FINAL LOCATION'OF TREE PROTECTION FENCE WTM.L1NDSCAPE:OESIGNER BEFORE PROCEEDING WITH WORK. _/ , X r /-- % �. / 'L `„ , T./ /Y, a,. ,v , c� z ) .TYP.(SEE DETAIL) /� ._ems, f i`•- ♦L,. _...\, E SHALL THE CRITICAL' ZONE UNIF55 INDICTED OTHERWISE ON PUN. . ,{ '1} \ ^. J) TREE PROTECTION FENCE BE PLACED AT SEDWEM 1P.rPPm BY rpC6 STWL'BE WED AND PROPERLY OF✓ ,e♦ . ^ +-��. - _ WH--SEDMEM A<(CU THIN DFPRr AT Tiff Say-DE IS IFPRO%BL\TEL�Y EQUAL. // v:G.�: )'`: %/'�.'3'�.. \ .,. ,- k ... _ _ .. ++'� -�-.^� / �'r ,y \t.� FN,)POiEO,^::a'4,aGE. FENCE SHALL COMPLETELY.ENCIRCLE TREES.AVOID POST OR STAKES INTO MAIOR ROOTS 5 m 1WFLYE 12 INCHES ONF-I<LLF OF SRT FENCE . //,- ! .. i�f\'1OF-GcEC, `.r Xir,F.� ,/. / S /"^ \ \ . . O _ i' / b; .�'\' \\\ 'E+)Aril EEA.�IIY'l Pk.� 4) 1RFATYENT'OF R00'f5 EXPOSED DURING CONSTRUCTION:FOR-ROOTS-01ER ONE(1)INCH DWAEfER.OAVPLEO -e.Sar FENCES SWIL.BE.YuxWHEO IN P4CE UNR'mPBOa STOOVItE NS e@r ..• . / %'�EII(:E^SEC HO?,H X` -' / - r'- .--. _ e'• E>i-iikG STU t --, FC5,1;'V L RI/"IYF.! - DURWG CONSiRUC110N,WJEE A�CIFN1 STRAIGHT CUT TO REMOVE DALUGEp PORTION OF ROOT.A11 IXPOSED EWFUIFD AND sNLLt BE REMOVED ONLY YnrtTr pRECTED Bt NUAGE.pCHEERNO. - r / ="� -._ , :c'-T//' /.. %i♦.� \ \ F\4_GU Sf 110 E \ /' \\ / C,?ATE _.a,,r 'ROOFS SWlI_BE TEMPORARILY COVERED WTM'DAMP BURLAP TO PREVENT DRYING AND COVERED WITH SOL AS .. -. r.ri. L5L..0.�-"i /..w.ayp./\ ✓..' / lr;, �� / i +/YI. NTfR'OR,:TO.E R4.VATrD:. `�-r/'--` l .ry'\. A>, ./ / \ ./ ri -.'. y 9 PFLPJ'Es[Y,'e., _ 5A,+S- _ _ Li \ BO N AS POSSIBLE . ... ...... .:-:'BLUFF :`, ..., �/♦ r...•.• A' i..: .I �, ::r ��ff•�AArt•-:_: / }.. +'.'3 EYlZN1,1 PFiCPC5F7 6EORO01! .\ \- '♦\\ NO STOgrPUNG OF WTEAV,LS;VEHILULAR:TRAFF)C.OR STORAGE OF EQUIPMENT OR MACHINERY SNAIL BE + '�'\ I I I ,.. ,])BA2..✓,-H}rv:P.JS.'- C_.-__--:.:' �,�J �_�- Y,`•, - PRh"0;"D P . \\\''f . \ ` \l . ..pL10WED WITHIN THE UNIT OF THE CNCINC.. Y NOT I TO SCALE P 'r / "'� ___ -6, \) ( •, \ x'1 ^• - DURATIONREMOVEDLANDSCAPEDONE :/. j .. \ _ I >CSFt 0 \,_ - /',\.,.' WITH UGNi'EARI11.MOVING: UNDER SUPERVISION OF ME LANDSCAPE DESIGNER. ' ' ... TEMPORARY ICE DETAIL `II ,. e.. - .. / / .. , f'.., '-. --�'__--__ .�XiI F D .` , );\\I I. _ �. J . I: 'l'L uB -\ �\ ,' '� ) / STOCKADE TREE FENCE PROTECTION DETAIL . . . J b; 4-. 1 \ '� FN�-PCaELT l C A `Rx - '� ~ a�,),Os:�i '''.E:D'- 5TE¢- .i it1 O B17l \I 4,. . 1. �:•�,�;.._ _ c _ !_��' (P.:4EL r•<D:Fr- r -c7...'Ta I� /. � _ - .\ 1 ^A: .. NOT.TO SCALE �- 2°' . . .'.'ll i\ :y a%L. .. ") \.. 't�TCll�1-,r�.1�_--s ..,�i- /-'�,. :''NTL /_ - ,-\ f ROPOSEJ�12'.X 3' \' `IirG yy \a .V�.1 "t/,1.� - . .r,<R5, r `_ -__ f -.�,�. -- i :- \STABIUZ6D CONSTRU TIO_N: ..... \r. `P, -- In \\ /"1. -_L� ✓C c -`��' ��/' \x I HMRAN (sEE DETA(L) ". .. .- \'' \ ;�: , -" .. ��•.. n^:i,QSEC:fAr:IC.^,P a OYc? /. ;C __ -..R.)"rC. - ^`+, \. I \. \ \ j 4+, '\ LI D=c o-- / �- _ Tyr./. /-- 7 -- -� y c \u1 I'j '� �\ ; :Fr_OiA FE�?I�CeU�."•J BC•� `-T m/^cxOUr.A. - _ , _ G+IE - ^ ,,�D' .( '\. J/ PROPOSED e'Xe'CONCRETE . \.\):'s .� „%:�`, G .. (' :\.,`1` '''SLR?I.�tl : ♦ r•. \.\ .'A` ral'D fG„rT:-«'¢.J\cA":L'� L-' I TA �:.,`OY{ROT -_r"/ �.;r\'\'r; t \ a'V \. `;♦c `EXISTING DRIVEWAY TO \\ // -\.F: ��-�__�i�i ,-+` t I j I�.F'F^a05'DY ^'rSCp✓E .ALJ, f ° - _ 1 (/� J ./ I _ '_i( `\yl-� \\I .-4 Y AREA(SEED NL) I'Y ... .I..'\ \.f," \ .'9y .BE.UTILIZED FOR `., - .X r.:\,. ,y. �/f •race_ 'S Y.T=f A'�H\ .. f.` l �� -MD!/l-IJ... { i '/ _ \ \\`n y .. .. .. ... .. .. ... .. . . \ \ "¢ SIDUCTION ACCESS I,/ fl �'l `J \\ 1 �_� / RC'GSf,T.'/A:- '(Y•::A_ °/ \\ %'' - .. ..fC • \`'F \ (DASHED) `. ♦. d .f.., - , (>F O \( l ,. \ �. yr .. / \ \ S \. /,\ �,�>;,+. r :�.:r \ FOFy^:^Ea"HDU'f",.,/,�,.^, rA� 4 fj .. , .. \ .. `.v ♦:� gip. .'\ ";r_.•f PL .,. n., �" .\ iPES`IKT,:T LADE '.•I `^ .\:\.' / !� ,.'f O}rl'.,�,.0'Jh`':'E":`UU'YL \l�Y%L i /� / _ 9 L - . . .� f r "�.)', TEST \\\ \\ �\ .�-v`r."�� �" /\ .`',�`� �r i�Si crn:/L: b-_?.:(L[C:uCHT. \\ \ •EROSION CONTROL MEASURES :. .. .. ... . .,. .. ✓ \ \/ ,_` ��--� \ �\/r✓-;!i a"�/, '( ,$0 Ar.E P :O rCt.'ER 5 I.r) j. - ... .. .. .. \. ill♦ jC : O ./ , /',/�, '" , -`�` -•�Vti^`���'� \•:i �- .Y�/`" 'y"- I \�`z ANC[N71N THE PROVISIONS OF THE USEPA GENERAL.PERMR AND THE ,. . . . T \ \ / .^ \, _f- /( �r t+•°' J f n. CR BA'DYF Y:J \1 NYSDEC,-DURING THE COURSE OF CONSTRUCTION, , R / - ( y\� ♦ `( '-�> /{f-; �; i '��\ ��✓�J \ j \ I �� O;CV f t S\ )I F:c ',C 5."RE 7b BE/ \\ 11 V CONTROL MEASURES'MAY BECOME NECESSARY TO PREVENT THESTWSP09T OF SEDIMENT . \..:i; ..\', crt„ / Rr. __. BA# = G f / .. + EDrpR an Lt; \` TO OFF-SITE . ` ♦L .,.FCSE`J G'LTJR';_/. .. / -/'n' ;H -~l--'�_ =_z\29 �„O�' y.-3F'_ ... J . . I: l • \ ., •, .; •. / . -, .. / r y ACTUAL EROSIONFCOFIMOLD MEAS RESCWILL BE DICTATED BY FIELDRCO DN MGDNS ASINS. ....i . ..I, -t \\� n.,,E rrf ;\S.A)E\I . . ;.. ♦, -- / - - __-""'r- PR Gf.. V Q,,P: .. FRAME- PLAN VIEW- - SEDIMENT HA SECTION .. = ♦ \.. -,A'i:C?CONS /, - ♦. ;•r�.� V ( /\ / C ^t - ;-PPOFOF ED POOL E MF1R \ CONSTRUCTION PROGRESSES,BUT THE FOLLOWING GENERAL CONOMONS SHALL BE H - ' '� .. -', i( `` \� ..,p.,o,r.SEG`i:S:C ^.i,TETi� _ -^ '-c/. ^ '/ `:7)' ` .PROPOSES CON51R C1ION'DIJMPSTER �\\ / iTOF: yUrlD".G..r a:FH r'J OBSERVED: or m SCALE xor m SC4E, .I ) li.:,A. t2.i:.I cF /. _ -j` if--'. , .: 11 r // ... - , \ . : .� ♦ /. +._ / SLP I \, .'L'J'1" :� j /V/ "^5g` ( \ _ \\\ _ �'EXISTING VEGETATION TO'REMAIN SHALL,BE:PROTECTED AND REMAIN UNDISTURBED, \ / \ -'\ F-A.ltF1G T111REF.WALL--O�. / ,' .`'��f�.i ! 4/��- 39t. ,( / .. ..... I , a NE GV- PS!rCO) 1- _. + (� fl.Jt I (`., C'F- 144.S c./ / CLEARING AND GRADING SHALL BE SCHEDULED SO'AS TO MINIM ZE THE 512E OF :O \. I/ . " r� . // .('.27/ I ,,- -(C ,^( \ / \r♦ EXPOSED AREAS AND.THE LENGTH OF THE 711AY AREAS ARE EXPOSED. 'q,y F FmY JikWI AItiE .'\ \. .. .- .. %ri' MFL .I. �;< _`' -i. -k:v,; I :\ IFwc. ABBGDFD ro. .. \.+_.. ,. / . ,.,u•: TurrF' ._�•_._.:- Y' p;,e .._rl..,.. CSPI.G u15r 1 1. .\ , , - / / ``\i r 1'Y %�� i - \ , :`�i .. .. .. B\4 RY FraaeRD fRtlI U{kl/Ik1/6'DVNIL IWD.6 J' . .... \ ".. -\_' :' .,. C,.: -:,'•,!'-':" / �\�J/r _ l /� .1 / j�� �. r'-:��� :t L0.9:;0 S.F:1 I ... ( r\\ •7HE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED 70 REDUCE g�D� ra ilm FROI TXkI/a'NT . ,. I / :/ - / / N„�" j `\ ; \\ .. .. ... - S10ot ALL Sim O_.m-Ala . '\e ♦ YD /. ..' I(! / ,y---r_=d`"'`_ / - -�/ / ♦ �. \ L 'ROE.SED 02:(!ip,E _ .. UNOFF VELOCITIES. .. .- SmEmlr&D e.L O�Tm FTm'.02/m.1¢. .. 2 . �, \ti \�`-I / -.. l\., // /7 t l 1. \ .'. /l \_ ` - _\\\ \ -SEDIMENT SHALL BE RETAINED ON THE SITE. ... IKt0F I m CEOR BAE.0R(TD iA. -I• 1 3 1. \ 1:, 2;Y��" ",.... ✓ 1 / ,,./I I ..-.�� ,�\: r c' \♦ KV61p1 MaI BW gDIRm m BASE WI IKDIA DWN65 L- I: T _ /` `.`` \ I �. -/ -, )fir• `y .fpR TI;.�L E:JJI:Mflr: \•I` ..SPECIFIC SEDIMENT CONTROL METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION 1I" .� .\ k -,`, )BT" / _/' v", .� �.ft: OSED..A RAR""T .EM _ TO A:.%L 4Dt.G /:J_ Sim SRM YD IgBC '\ :S-,.- L_-f `/ / // /✓ -2 \ f1 4.FJ:i FAQ,,-c?. .:FiAT:1?:T j -.(`. I�\. "r-,.P., «PO'iL '1 .'AND MAINTENANCE OF EROBION'CONMOL.MEASURES SHALL CONFORM r0 THE TLEW.PORK.: . 7 ,:.;,�; -==�_ . �--__ "^�, ./ . . /'/'-\4' . _ / ..\� �'� __.li_NF 3rrCk1ro5:r .. :,,; .. \\ \ CUIDEIINES FOR EROSION AND SEDIMENT CONTROL'. .. ..... ....- FRAME SECTION: :.... ",.` \ `:. ,' I. .: 6_ / '. ., % I -•r . . .. NIR m swE .. ✓/ :.APqu'T .a" 7 . \� •\��_------ .\ \. .. / /1_\ ): +Ute z ae'D=EP,LU_ \ ,. J C. \ " -- ... P"-GSEO LnR. SGE`J`• j . ��' i ! - ,}' +I- ` 'Y. rS I\ 2.SEDIMENT BARRIERS'(SILT FENCE,HAY BALES OR APPROVED EQUAL)SHALL BE . �: W,.R(�. ,,.P ab..tr:FAN5i01 ,\�:� \,,,\♦\ r :. / fj�f� -. _ j \\ ♦♦INBYAU-ED.AS REQUIRED ALONG THE LIMITS OF DISTURBANOVE R.THE DURATION OF THE �cT '•Y:_>i."-. .,.___c^;,.«_ \`� CF zi -'!u,'cM'y(' :':, -�.�. `1 '; . ( i ( r =4\^ � ' I _ .: OL°_�ti,N, ,,,` `. /` '; ,` WORK.'NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WISH ONTO ADJACENT FILTER FOR ROUND OPEN TYPE 1) GRATE & FRAME DETAIL. 1,. t= .. .:_�.."�-�_� - ..!', / � !lf-1 .,,.-.f:'1, .... 'Try i:.. �PRJ'rC$ELJ.^,017TC`?: ... PROPERTIEB..WETIANDS OR ROADS. j. pD €n`a-+i.�-. ...i '-__�\ 6RC-+ Et:P^FF. \/`%� .i r ` 1/-.i-•,r..;;-..,": ,\ r \.��_ ..-'W ° . . i .. ... ..... NOT,TO SCALE. ..... .. .. ✓� a /:O.. h' .. .. ��'nELTs=g+`:TAD-.'_^._,.`, .."'-"\. L:::;rr:6trJFT?Pt.0 C n0.`. './ ��-�~ �,' : v:'`, - .:J.GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABNZED.THROUGH. Fxi.<.,REAT7,2 Tri:;;-.1 1 -�.___ - --PaNF,L,TJ ,Po!n^E;IG u;E`., `'/ ;', �:sf .�-,.� vq i' FROFgSf:f C fAPi^{,L;t<.:: 1rL -THE USE OF TEMPORARY SEEDING AS REQUIRED.SEED MIXTURES SHALL BE IN \ ..-. }1 �- __ :ACCORDANCE WITH THE CONSERVATION SERVICE/ :AC E NATIONAL RESOURCES.CORECOMMENDATION " (.. .. .. I ',____� ram., \./A! \` .�.. ? `.,j �s \ --.?ROPV;-S'FII'.;H 1:?C•OL F[iiOE TO .�'.- .. .. .. .. .•...4..DRNNACE INLETS NSTALIF.D AS PART OF 7HE PROTECT SHALL BE PROTECTED'FROA1 S. .- . _ _. ` + �'\ Y• ^- Y., 2�T O I, JEA?iGER r 'ISTiNG i r1 • .T-.-- '• _ ../. \ `\ SEDIMENT BUILDUP THROUGH THE UBE OF SEDIMENT BARRIERS;SEDIMENT TPAPB,ETC. , ? ..\ :.'r N*,GA'-S I . .. AS REQUIRED. ,. .; f1,. .'-��.a" . .-6* UPP:.. b ..I. J<. 1 C t. 'I �__.♦_.\-_..-:.. SL}rT,:� r{ f/, T.'s.....`•" ., G. TIOi-wr'.SEL UT+' .DATE' BY DESCRIPTION•. APPRVD' 1 F�.._..,1' ..,,1 .: /. .1 /,,,_ •.� \ PROPOSED SILT F CE TO BE^`5.\\ _ \I IIt .. i ,\ 1. ��:• � \ :11 S..INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASUfl ... t \\. --.-✓. l.. .. pR.)F--sm Et alrp,.L . \\ iRENCHEP IN 6' O STAKED 't i ... t. lL ... ... \I ./. -. - .:_ ::: ', �.�! i' -i /. .. . . DAILY-BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION ES IFOR THE DS TO BE AY AND .... . ; / / . DNE/'4 76_:'R`-`M T'.EARI:'Ni \\ �\ ''\ \\ 'HAYBN.EB�0 BE RECESS[D A `DTI / 'r ; IL ,I\ AFTER HEAVY OR PROLONGED STORMS.MAINTENANCE MEASURES INCLUDE:BIIT ARE NOT .. . .. 1, i .. y. { .,,;K.:O�CtB.tnL-FrdiE;,��� ,j' '`1 \ •MIN..OF a.INTO THE GROUND. ) % -LI - - VANSTON BEAR,LLC. ..- . -/: ;. - ` _ _ -UMITED TO,CLEANING AND OR REPAIR of SEDIMENT BASINS OR TRAPS,SEDIMENT .. . /..��/ II I •/ / �. J (SEE DETAIL)'YUMFF OF _ 1 , t /' / 'j-'t•L . _ -__.... �/ '/ / � l-^J DI flBANCfi t66,895 B.F.) �) �// .. i I I ...BARRIERS,BERMS,DIVERSIONS,AND INIET.PROTECTION. „CIO ANDgEW BECK MEMBEq . •:. / t ~:.: �E OF>CO%E / / _ / . ..... . .. II .. ,. /%�---- .. . . .::6.APPROPRIATE MEANS SHALL BE USED TO:CONTROL DUST DURING CONSTRUCTION.:.:.: .-.. _ J II _ i '�. )?__r, :I / ;'-, y• / '/ „" ✓. '-_--, / / /' ;'`,, \_ z a srnBluzED coNSTRucnoN ENTRANCE SHALL ae MNNruNED.ro:PRLYENr solL AND PROPOSED REDEVELOPMENT PROJECT= ,�� \� .. / / .''�.� .. '/ . CONSTRUCTION MAINTAINED UNTIL SITE IS PERMANENTLY STABIUZED. C' BCTM NO,.p 000:111.OP10.00OI,a..pp011935 ..... / -� J. 61 ... r %/' .•.// .-(.-.-�. -%"-"..'.. -Jr/ ././�✓/' / (�C/ .:..%.:. / 'ti:.:'1t, \ B.BEDNEENT'BARRIERS AND.OTHER EROSION CONTROL MEABURESOSHPI.L REMAN IN .. .. .. / / j' //: '/ : /' -- _. _; / � %-- PLACE UNTIL UPUJJD DISTURBED AREAS ARE PERMANENTLY STABN ZED+AFTER EROSION&SEDIMENT / ; y+• -_,J.- ., i - PERMANENT STABUZATION.PAVED AREAS SHALL BE CLEANED TA 7HE DRAINAGE SYSTEM �-- �( . / �� -" / • - 1 CONTROL PLAN'&DETAILS .. ---' �/ .//. /!' �/ /! i ... / _ �/..� �,;-i,C /�. .. , / - r .. CLEANED AND FLUSHED PS NECESSARY. /+. / . .. ../.. l- ,.i- .i .. - // f ��� ^ THE MYNOq fifiWP,P.Ea LS PLLC .l '.I r :...'/ �" - . {jS. --�,f f 9.ENGINEERING DIVISION TO RE CONTACTED NO 1E55 THAN 48 FpURS IN ADVANCE,TO .. SURVEYORS CMLENGNEEAS:SREPUN a l/ l �•, .1 �.J / /�' / / -'-_- ` I, _ INSPECT'EROSION CONTROL MFABURES,DRAINAGE BEFORE BACKFlWNC.BEFORE AND \ ". ./. .i ( ` ., ��/ __- - __�-� - /. .. SCALE 1'= • DEERFffID GREEN P.O:BO%-7M r. . `` .. . _ . ,+ 20' r AFTER PAVING ROADS AND PARKING LOTS.FAILURE TO ENGINEERING �' WpTEq MILL NY 11878 \\`\ �^ :\ :AREA VE'LrikiNC.`E{Y•:rc.'Oyt\.._� .�: / i / / _ CY . .. 0. .. - /\ - \' ,{ INSPECTIONS DURING.TIE CONSTRUCTION PROCESS WILL EITHER'DEUY FNAL APPROVAL, (681172B 760O \- l I` `` 2 40 60 OR NCUR SUBSTANTW,COSTS TO THE APPLICANT •,: . \f EAzj.R`jLiAN^"•_ I - .- .: l �/ TO EXPOSE INSTALLED COMPONENTS. DESIGNED BV: .VAC 'SCALE: 1•.2O' DWG NO.- . r �' / :• ..\.•.\-\FLSI:bi'GR W TE6`RNA!i:f'. \ ..G'. 0 .... . ... ..•\` / .. .. .: \ IN'ORDER TO O,fiTAIN APPROVAL ^ ti � • \-I", . CONSTRUCTION VENICL HED ON V^\ \ \ \ `:`, . \. .\ \\\\ :.\ / �/ . .ES.SHALL NOT,B,E,WAS SITE. wTA.DawFuo WNBv: VAO LZ DATE:-.OSN5201B .'5. _' APPROWD BY: RUE NO-0887 N � STANDARD AND SPECIFICATIONS FOR Figure 5.30 Figure 2.1 Figure 5.32 \�� \ CONCRETE TRUCK WASHOUT Reinforced Silt Fence Stabilized Construction Access Fabric Drop Inlet Protection ,w •m!fp� "y',.;'�,v,„, ( leaching of liquids into the ground The liner shall be plastic a minimum thickness of IU mils with on holes anchored and the inP ofthe pit with an WOVEN V1RC FENCE SYMBOL SYMBOL VI MAXGAUGE SYMBOL •)•?•,-ti�i,,,�.L:44" earthen bcrrn,except the othepoint structural V/ X 6' MESH SO'srtN ,EXISTING 2'%4•YQOD fRAyE ,�; i+•'?";,C..�,I`.`�� a, nppurtenanee except at the access cpnim t0' MAX.C. TO C. �"--'f-� PAVEMENT ..gA�_,,..,.K SPACING) r III{ o W E U. : .' :_:: 1 •f ,y If pre-fabricated washouts an used they must ensure the M LS'MA%. FABRIC Y - 1;;;'. % capture and containment of the concrete wash and be sized 36' MIN.LENGTH FENCE MCVNTABLE BERM P EXISTING-f FILTER t ' °' POSTS DRIVEN MLN 16' CLOTH R F CCPTIQNAL) ` Z� STAKE ��t S' ' INTO GR3UND. •MIN \�\ i"€(III `•+C Q -T7 ° Iiv^.,• ,-s�"�^'•'�i`1`�� •� t shall be sitcJ as noted in the location criteria. G � r/� � \ 'N.•• ,i�,?i ; f f' J based on the expected t'requency n(conerMe pours.They GROUND P 7 }LE T ) 'e^"°'""f: "'�i'"`'�+I 7i` •n Maintenance 3'RIM - -tl \ 0 1 .• HEIGHT LIF FILTER - .. °• ...a•;.:.:.+»°'r.A'ar:"X, p . lB' MIN. 1- .x'i„' •All concrete washout facilities shall be inspected daily. 10'MIM. II III Y EXIST(N' Damaged r leaking facilities shall be deactivated and i e o d s, .` ♦ 6' MIN. GkirUN:lu repaired or replaced immediately-Excess rainwater that E +• +� +' % PROPOSE 12' X 30' 0) Definition&Scone has accumulated over hardened concrete slundd be M`. 1? IN l2 MiN EXISTINf vy pumped to a stabilized area,such as a grass filter strip. PAVEMENT DROP INLET BURIED FABRIC Cl2' �L •Accmnulated hardened material shall he removed when PERSPECTIVE VIEW ']LMA'� BELOV GRADE) STABILIZE CONSTRUE ON Atemporary excavate)or above ground lined constructed pit WITH GATE 75%of the storage capacity of the structure is filled.Any ^` II where concrete(ruck mixers and tent can be washed 36• MIN FENCE POST PLAN.�/lE4 FRAME ENTRANCE (SEE DETAIL) C51 equipment excess washwatershllhepumpedmtoattmtainment IrM)N � / v after discharged, Ivan hi hI WOVEN VTRE rENI:C CHIN. 14 �• T. j PROPOSED ILT FENCE TO BE \ Pr g Y veaselandpeperlydtspocanrnrshe. krr� alkaline inrroH from entering stone drainage systems or GAUGE V/MAX.6' MESH1- " \ leachinc into soil. Dispose of the hanlened material off-site Ina SPACING)WITH FILTER CLOTH -Ta �1✓'+1"+ TRENC IN 6 AN FAKED cm muctioNdemohtmnland0110n-sitedicpnnlmaybe 20'"'" CONSTRUCTI❑N SPECIFICATIONS - I HAYS L S TO BE RECESSED A N Conditions Where Practice allowed ifthis has been approved and accepted as part of FLOW r l2 _(III) I/ DRIVE STAKES the ects SWPPI°.In that case,the material should be �-` / U A MIN, OF lB' Puri UNDISTURBED GROUND Dn-°"?;°R BELOV GRADE 9 Wazhout facilities shall be r deJ for every roast where recycled as sp cilia),or buried and cove ed witha ,.STONE SIZE - USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE \ MIN!OF 4" INTO E GROUND _ Povi ttYr i toMPncrED sot EOUIVALENT. r � PRO OSED 8'X8' C�'NCRETE concrete will be poured orotherwisef rmedonthesite.'fhts minimum oft feet ofcleanwmpactedeartiifill that is r 16'NIN. 1 AT CtlRNFRS T (SEE ETAIL) (LIMIT OF faeiht Il receive high) alkaline wash water from the permanently stabilized to prevent erosion. EMBED FILTER CLOTH rr+ j7 �A WAS OUT AREA (SE DETAIL) ywt Y •The plastic liner shall be A MIN,OF 6',IN GROUND 2.LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A \0 DISTURBANCE f66,895 S.F.) � cleaning of cM1utes.mixers,hoppers,vibrators,placing P's� place)with each cleaning of 30 FOOT MINIMUM LENGTH WOULD APPLY). equipment,trowels,and screeds.Under no circumstances will the washout facility. +'�- CONSTRUCTION SPECIFICATIONS •Inspect-thc nest site frequently to ensure that no SFCTIl1N VIFV , 3. THICKNESS -NOT LESS THAN SIX<6) INCHES. o � wash water from these aper:nionc be allowed to infiltrne intoproject reR Y the soil or enter surface waters. concrete discharges are taking place in non-designated CONSTRUCTION SPECIFICATIONS 4, WIDTH - TVFI VF CIP)I IT MINIMUM, BUT NOT IFSS THAN THr FOIL WIDTH AT 1.FABRIC SHALL HAVE AN EDS Or 404M. BURLAP MAY auras. POINTS WMERL 1N<RESS OR EGRESS OCCURS. TVfNT Y-FOUR C2A FOOT 1F SINGLE BE USED FOR SHORT TERM APPLICATIONS. ' Desien Criteria ENTRANCE TO SITE. _ 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE J[If4TS /F Capacity:The washout facility should be sized to OR STAPLES.POSTS SHALL BE STEEL EITHER•T•[M 'l1' TYPE OR HARDWOOD. 3.GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. \ •/ contain solids.wash water,and rainfall and sized to 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 3. STAKE MATERIALS WILL BE STANDARD 2' x 4• WOOD OR EQUIVALENT. 1 1 2.SPACER CLOTH TO BE FASTENED SECURELY TO FENCE VTRE FENCE EN TIES METnL WITH A Mi"txuM LENGTH C3 3 FEET. v _ allow for lhecvaporalion of ihcwased at 7 and IMPRACTICAL, ACCESS SMALL BE PIPED BENEATH THE ENTRANCE, E PIPING IS SPACED EVERY 2a• AT TOP AND MID SECTION FENCE SMALL BE WOVEN WIRE. O , rainfall.Wash water shall be estimated at7gallons IMIPRACTICAL,A M3UNTAHLE BERM WITH St SLOPES WILL BE PERMITTED 4 SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A \ -' / per chute and 50 gallons per hopper ofthc concrete 6' MAXIMUM MESH OPENING. I _ WITH THE USC Of VIRC•MESH BEHIND TteE FILTER FABRIC FOR SUPPORT. j pump tnu:k and brdi.chmgingcimm.The minimum 3 WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- PREVENT TRACKING CR FLOVINS OF SEDIMENT ONTO PUBLIC RwHTS-OF-WAY, ALL S. FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND G1 re shall be M feet by K feet at the bottom and feet LAPPED BY SIX INCHES AND FO_DED. FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMENT SPILLED. DRIIPPCD•WASHED OR TRACKED ONTO PUBLIC RIGHTS-Or-WAY BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. v� deep.If excavated,theside siopesshall be 2 MIRAFI 1001 STABILINKA 1140N,OR APPROVED EQUIVALENT. MUST BE REMOVED IPMEDIATELY, ° PROPOS D CONSTR CTION honzontal to I vertical. C A 2•x 4• WOOD FRAME SHALL IRE COMPLETED AROUND THE CREST 4, PREFABRICATED UNITS SMALL MEET THE MINIMUM REQUIREMENTS SHOWN. S. WHEN WASHING DR IS REQUIRED, IT ROVED BE SEDIMENT ON A AREA STABILIZED V1T11 STONE OF TIE FABRIC FOR OVER FLOW STABILITY. \ / D STAGING AREA (CO R WITH Location:Locate the facility a minimum of 100 feet from AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. / I \ 9. MAINTENANCE SHALL HC PERFORMED D AS NEEDED AND MATERIAL REMOVED WHEN MAXIMUM DRAINAGE AREA t ACRE drainage swales,storm drain inlets,wetlands,streams and 4.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BF PROVIDED AFTER EACH / Q I 2"-4" OOD CHIPS othe"""Acewmers.Prevent surface water from entering the 'BULGES' DEVELOP [H THE SILT FENCE. RAIN 'T SLOPING EQUAL OR PROP ED WA T RVI E `f ADAPTED FROM DETAILS PRDV1�0 BY USDA-MRCS, ♦ v accesswth a gravel ve the road road.sloped to structure. ADAPTED FROM DETAILS PROVIDED BY-USDA-MRCS, ! NCV YDRX STATE DEPARTMENT lX• TRANSPORTATION, FABRIC GREATER THAN 20% access withagravcl access road slnpai dawn to thes incture. NEW YERK STATE DFPARTPCNT rr TRANSPORTATION. REINFORCED ADAPTED FROM OXTAILS PRQVIDLD BY,USDA -"RCS, STADILIZED NEW YORK STATE DEPARTMENT Or ETAnRD"A"S f.ORSERVAT)ON, DROP INLET �-� Signs shall be placed to direct drivers to the facility after their NEW YQRK STATE DEPARTNENT IF ENVLPDNIENTAL CONSERVATION, NEV YORK STATE DEPARTMENT OF TRANSPORTATION, SILT FENCE NEV YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, CONSTRUCTION NEV YORK STATE SOIL L WATER CONSERVATION COMMITTEE PROTECTION RISING G N. 20'.. �\ / oad ndischarged. NEV YORK STATE SOIL f WATER CON SER'VAT[ON COMMITTEE NEW YORK STATE SO)L L WAFER CONSERVATION COMMITTLE ACCESS Liner: All washout facilities will be lined t prevent e PROP ED GRAVE NEW ,Y j / I November 2016 Pace 2.24 New York State Standards and Specifications November 2016 Page 5.56 New York State Standards and Specifica- New York State Standards and Specifications Page 2,31 November 2016 New York State Standards and Specifications Page 5.61 November 2016 For Erosion and Sediment Control bons For Erosion and Sediment Control For Erosion and Sediment Control For Erosion and Sediment Control z/ p�R 80 U.P. l / D 0 SED D IMAGE / ( ) X10 L CHING POOL 3� ° q / FOR LAND APE AREA 1 �28 0P�/ /4 / / / GRATE 39.5 \ ROPOSED CO STRUCTION PARKING AREA OPOSED SOIL STOCKPILE 26. A E- (SEE DETAIL) Q p - o ° / EXISTIN ARAGE TO EVOVED (DASHE (TYP)INE / U•P• �y PROPOSED ONSTRUCTION TRAILER PROPOSED PO T-A-LAYS SILT FENCE P OPOSED DR AGE P o (SEE DETAIL) _ 2"X 4"X 8'POSTS- S IL t l p� / / / LOCATE AT CORNERS AND (1 F 3) 8X5 ACHI 1 POOLS R G EL A - o / O EVERY IO'-0"MAX. SILT FENCE TO EXTEND / v MIN. o °cb 2"X 4"X B'STAKES TRANSITIONCS FFO E OUTSIDE TREE DRIPLINE TOE OF DR EWAY GARA /BAR p / 113.3' �\ OCCUR AT POSTS TOPSOIL STOCKPILE, OR TO /} AROUND ENTIRE PERIMETER OF eWF_P W/ ) C H B NS 8.ON '/ \ PROP SED CONSTRUCTION HIGH DENSITY POLYETHYLENE EXTEND NAFOUND DOWNSTREAM W ST EAMON SLOPE. ��� MESH.SECURE TO TREE (2)2"X 4"CROSS BRACES /� V �)�\J STAGI P AREA COVER WITH GUARD OUTER SURFACE WITH C ( AS NEEDED TO ENSURE GALV WIRE OR STAPLES i XIS G LE ING MIT �/ - � 2"-4" WOOD CHIPS) FIRM AND STEADY STOCKADE FENCE L L LLLLLLLLLLL COLOR TO BE BRIGHT ORANGE d \ LLLLLLLL L LL LLLLLL L L L LLL LLLLLLLLLL L SOIL 10" / ( 60,9 S.F )AU S I - / LLLL LLL LL LLLLLL L L LLLLLLLLLLL STOCKPILE (TYP) LL LLLLL LL LLLLLL L LLLLLLLLLLL' TOE OF SLOPE - LL_LLLL L LLLLLLIIIIIIIIIIII 6'-10" /� J., �_ ' D 1�' MQN.- PROPOSED 52. LON T�,' I � WAD'.- \ T.W. 46.0 m/Ov€RH Z �o- HEIGHT VARIES WI RA L � PROPOSED WATER SER L LLLLLLLLLLL B.W. 39.3 o AGEoDOO t v hC11 ORIGINAL GROUND SURFACE to , V j' �k OVA 0 � FINISHED GRADE PROP ED C STIR 6TI0 UM ER 4 1 � 1 10'-0"MAX YP / / ° c3 \ ) CONSTRUCTION SPECIFICATIONS �O POSED SANITARY SYSTEM 1. AN ON-SITE DRAINAGE SWALE SHALL BE LOCATED BETWEEN THE TOPSOIL STOCKPILE AND F / 5 O G W. 46.00" (1) F LEAN CEN-5 TREATME TANK OFF-SITE PROPERTY. ��Q'FORJO�\� B.W. 39•4 `/� / 2. REFERENCE IS MADE TO THE SILT FENCE DETAIL (ER-3) FOR MATERIALS AND INSTALLATION & (1) 8' DI 12' DEEP LEACHIN POOL N0.4REBAR,EVERY SECOND POST. METHODS. h C� \ PROPOSED DR GE W ROOM FOR EXPANSION SECURE WITH GALVANIZED PROP D WATER ERVI _ / / o PR G FO \' �C' ° \ ° / � WIRE AS DIRECTED.EMBED 3. IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS, IT SHALL BE STABILIZED WITH / ALP G O`' F p 1 (1) 8X3 LEACHING L MIN.2'-0"INTO GROUND STRAW BLANKET OR SEEDED TO MINIMIZE EROSION. NOTES: FOR GUEST HOUSE 4. INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER WEEK AND AFTER RAIN / 8X7 �� QR�Q GP x;��, PROPOSED OPEN EXISTING RETAINING PROPOSED TREE ROTECTION 1) NOTIFY LANDSCAPE DESIGNER AT LEAST SEVEN (7) DAYS PRIOR TO INSTALLATION OF TREE PROTECTION FENCE. EVENTS IN EXCESS OF HALF INCH (1/2 ") PER DAY OR EQUAL SNOW MELT. REPAIR OR oho F P GRATE FILTER FABRIC, FENCE, TYP. (SEE TAIL) 2) VERIFY FINAL LOCATION OF TREE PROTECTION FENCE WITH LANDSCAPE DESIGNER BEFORE PROCEEDING WITH WORK. REPLACEMENT OF SILT FENCE SHALL BE MADE PROMPTLY AS NEEDED, _ 0 6�° G' TYP. (SEE DETAIL) / 24.3 3) TREE PROTECTION FENCE SHALL BE PLACED AT THE CRITICAL ROOT ZONE UNLESS INDICATED OTHERWISE ON PLAN. 5. SEDIMENT TRAPPED BY THE SILT FENCES SHALL BE REMOVED AND PROPERLY DISPOSED OF �m G�Po 00 a N <y PROPOSED DRA AGE FENCE SHALL COMPLETELY ENCIRCLE TREES. AVOID POST OR STAKES INTO MAJOR ROOTS. WHENEVER SEDIMENT ACCUMULATION DEPTH AT THE SILT FENCE IS APPROXIMATELY EQUAL / � 6 3.8' ° TO TWELVE (12) INCHES (ONE-HALF OF SILT FENCE HEIGHT). / OSE� 20,2' 28,8' ) 8X3 LEACHIN POOL 4) TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER ONE (1) INCH DIAMETER DAMAGED 6. SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE HAS BEEN E t,L6SED POR�H / oe°� / °8.6" EXISTING 1 STORY FO GRAVEL DRIVE Y DURING CONSTRUCTION, MAKE A CLEAN STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ELIMINATED AND SHALL BE REMOVED ONLY WHEN DIRECTED BY VILLAGE ENGINEERING. / E / / 8n2 / FRAME GUEST HOUSE GRAT EL. 45.0 ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING AND COVERED WITH SOIL AS Cv EL. 39 5 INTERIOR TO BE RENOVATED - SOON AS POSSIBLE. TEMPORARY SOIL STOCKPILE DETAIL _44' TO / //\ \ $ / C PROPOSED DRAT E 8X3 ----- N 3 EXISTING/PROPOSED BEDROOMS N W ) NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ti BLUFF / / y�`� \ �� I (1) 8X2 LEACH G PO to NOT TO SCALE gC„ / l \ \ C.O. N PROPOSED PUBLIC WATER o) ALLOWED WITHIN THE LIMIT OF THE FENCING. YF ' Ifcv / \ A 2 F.FL. 44,5 ° 6) FENCING SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION. FENCING SHALL NOT BE MOVED OR e I � ATE 45 ° 19.5' G.F.A.Nt1,057 S.F. REMOVED UNLESS APPROVED BY LANDSCAPE DESIGNER. WORK WITHIN FENCING SHALL BE DONE MANUALLY OR / PROPOSED ON-GRADE Lu 29.5 WITH LIGHT EARTH MOVING EQUIPMENT UNDER SUPERVISION OF THE LANDSCAPE DESIGNER. ° WOOD DECK EL. 44 cn 2.4" C.O. 9 ±339 / 9 F39k � � \\ 25.0' 10' STOCKADE TREE FENCE PROTECTION DETAIL STEEL BAND _ - 1 P OPOSED GAVEL DR EWAY NOT TO SCALE 20-PROPOSED JI CLEAN TROD 8 ° \Q - _ � _ PANEL AND G UNTED _ B UFF \ /sue \ \ \ S _ _ _ - - 4 - - - - _ _ D P ST (CONNE 0a = -' \ �; PROPOSE 12' X 3 ' ° \ 2c \\F��\\ �� �Te�F GARA�t �r; _ _ �- - - �y STABILIZ CONSTRU TION 0 - -7 FED 8' ?' `' �� ENTRAN (SEE DETA L) / 40Q5ED MAC100R LOWER W/ \ LIMIT OF FLOOR ° I ULATED�"!�OSU E TO BE LINE/CI RO `ELEVATION \ ° WIRED TO C J OL PANEL) 5 S �'; / TA�"TO CO ROL L y,L PRO OS D 8'X8' CONE ETE \ EXISTING DRIVEWAY TO \ \ y °o _ _ PROPOSED NDSQAPE A_ ° WAS U AREA (SEE D TAIL) 11?' \ O BE UTILIZED FOR \ °° \ 2$?' I FS WITH G A T \ �/ \ / ° ` MIN �, PROPOS AIR SU Y LI E O� 18' \ \�'ICONSTI�UCTION ACCESS \ \ / \\ C.O. / LENGT 0' _ 42 ` _ /= -- ���� \ \ \ (DASHED) \ / \ �� \ I. v. 7. y r ` PROP UJI CL OL AN F.Fl \\ / S GRADE CI 0 TLE OUNTED N D \ \ \ \ 37\ \ 0 T (CON EC 0 POOL EQU MENT o EROSION CONTROL MEASURES \ \ \ \ h TEST �A GRACE UIL NG POWER S P LY) \\/ 1. IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT AND THE \>�01 \\ 33.0' jj /, HOL I i �A� �5 / // 14.a' ED A 8OR BLOW W/ NYSDEC, DURING THE COURSE OF CONSTRUCTION, CERTAIN EROSION AND SEDIMENT / \ `C` - / /F.FL. - ® F G� / NSULA t NCI SURE 0 B W.V. CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT / 36 ° - ---�-- ----- --- -- - -- / �� / 10 `F�ROPOSED�2 STORY - - - ___ _ __= OSEO / HARDWIR T TR P EL) TO OFF-SITE AREAS, PONDS, WATER COURSES, DRAINAGE INLETS, RECHARGE BASINS, ETC. __ ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED BY FIELD CONDITIONS AS HOLE W/ B��SE�ENS'\ // / y,� �� ------ --- --- ----- PROP �0 / PROPO ED POOL EO .IPMENT HYD. CONSTRUCTION PROGRESSES, BUT THE FOLLOWING GENERAL CONDITIONS SHALL BE FRAME - PLAN VIEW SEDIMENT BAG SECTION \ 4 -BEDROOMS \ - X 36 ,� ' 7 - -- -" P OPOSE CONSTR CTION 'DUMP TER 8X6 STOR E BUILDING N SLAB OBSERVED: NOT TO SCALE NOT ro SCALE PROPOSED\,P'UBLIC WA' R_ _._ / 0 B ROOMS G.F.A. t2,159 S. \ // // SLP 20' A5 / "DR " �o * EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED. EX TING TIMBER WALL TO \ / MI O� E� / F.F . 46 O G.FA. ±144 S.F. �� * CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF REMOVED (DASHED) \ // ±27' TO 20 �p P / v' EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. NOTES: 22a \ BLUFF B - _ ` i MIN. PROPOS a� EXI ING CLEARI !G LIMIT O' * BASE FRAME' TOP FAFLANGE ED FROM 17FABRICATED FROM •X1% CHANNEL HANDLES (t6 ,950 S.F.) THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE AND SUSPENSION BRACKETS FABRICATED FROM ANNEL4' FLAT HANDLES v, 0 RUNOFF VELOCITIES. STOCK. ALL STEEL CONFORMING TO ASTM-A36. 2a FF I \ PROP SED DR INAGE S * SEDIMENT SHALL BE RETAINED ON THE SITE. SEDIMENT BAG: BAG FABRICATED FROM 4 OZJ SQ.YD. (1) 8 6 LEACH NG POOL NON-WOVEN POLYPROPYLENE GEOTEXi1LE REINFORCED WITH O \ SPECIFIC SEDIMENT CONTROL METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION POLYESTER MESH. BAG SECURED TO BASE RIM WITH A STAINLESS I_ I \ FOR OOL EQU PMENT •� 19• i' STEEL STRAP AND LOCK. ±14' TO 0 \- \ PR OSED ANITARY S STEM STORA E BUILD( G & POOL AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE "NEW YORK t2 FF-� I (1 FUJI C EAN CEN- TREATM NT EQUIP ENT BAC WASH Cr7 GUIDELINES FOR EROSION AND SEDIMENT CONTROL". FRAME SECTION 7D6 \ T NK, (1) JUNCTION ANHOLE' (1) �\O. U NOT TO SCALE DIA. X 16' DEEP LEACHING OOL �� C31 _ P 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) SHALL BE P OSED DR AG j W/ ROO FOR 50% EXPANSIO O N INSTALLED AS REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION OF THE OF 2) ACH G ��i 00 PROPOS D CONTO R WORK. NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT FILTER FOR ROUND OPEN TYPE 1 ) GRATE & FRAME DETAIL 1 POOLS R MAIN us \ TA %6 PROPERTIES, WETLANDS OR ROADS. (DASHED) NOT TO SCALE EA S PROP E TRI L O ! �� 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH FATE 0% LINE UIT FROM CO ROL 6q A2 PROPOSE CLEARI G LIMIT THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN REATER THAN PANEL TO R IDE E 'I\ / �� 1(� ACCORDANCE WITH THE NATIONAL RESOURCES CONSERVATION SERVICE RECOMMENDATIONS. \ 3 PROPOSED 4' HIGH POOL FE CE TO 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM 2 MEANDER HROUGH XISTING SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC. VEGETATION W/ SEL LATCHIN GATES AS REQUIRED. PR AIR SUPPLY L6E \ \ PROPOS SILT„F CE TO BE DATE BY DESCRIPTION APPRVD 16 TRENCHE IN 6 A D STAKED 5. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED REVISIONS PROPOSED- C AL DAILY BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR THE DAY AND AYBALES BE RECESSED A LINE/CO IT FROM TREATMENT \ I OF 4" TO THE GF__0NO AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT VANSTON BEAR LLC ANK TO CONTROL PANEL LIMITED TO, CLEANING AND/ OR REPAIR OF SEDIMENT BASINS OR TRAPS, SEDIMENT T 14 _ j (S DETAIL) LIMIT OF I BARRIERS, BERMS, DIVERSIONS, AND INLET PROTECTION. C/O ANDREW BECK,MEMBER ZZ - - DIS RBANC = ±66,895 S.F.) P.O.BOX 860,SARATOGA SPRINGS,NY 12866 E OF OPE 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. 72 / f �� 7 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND PROPOSED REDEVELOPMENT PROJECT 9 Z LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE 5250 VANSTON ROAD,CUTCHOGUE,N.Y.11935 / 0Z SHALL BE MAINTAINED UNTIL SITE IS PERMANENTLY STABILIZED. SCTM NO.:1000-111.00-10.00-014.000 / O \�� PLACE 8. SEDIMENT UNTIL UPLAND DISTURBEDARRIERS AND ER EROSION CONTROL AREAS ARE PERMANENTLY SURES SHALL TABILIZED. AFTER IN IN 4 EROSION & SEDIMENT PERMANENT STABILIZATION, PAVED AREAS SHALL BE CLEANED AND THE DRAINAGE SYSTEM OF NF CONTROL PLAN & DETAILS \�9C CLEANED AND FLUSHED AS NECESSARY. G�xl GAU - 1 0 THE RAYNOR GROUP,P.E.&L.S.PLLC 0, I 9. ENGINEERING DIVISION TO BE CONTACTED NO LESS THAN 48 HOURS IN ADVANCE, TO J �O SURVEYORS CIVIL ENGINEERS SITE PLANNERS INSPECT EROSION CONTROL MEASURES, DRAINAGE BEFORE BACKFILLING, BEFORE AND „ * a, �,� * DEERFIELD GREEN P.O.BOX 720 SCALE: 1 =20' AFTER PAVING OF ROADS AND PARKING LOTS. FAILURE TO OBTAIN ENGINEERING j ® WATER MILL,NY 11976 (631)726-7600 REA SLO IN QUAD 0 2 40 60 INSPECTIONS DURING THE CONSTRUCTION PROCESS WILL EITHER DELAY FINAL APPROVAL, , Pip � W DWG.NO. OR INCUR SUBSTANTIAL COSTS TO THE APPLICANT TO EXPOSE INSTALLED COMPONENTS, �' DESIGNED BY: VAG SCALE: 1"=20' GRE ER AN IN ORDER TO OBTAIN APPROVAL 1'o a �� PSI GR TE AN ° A 0735A �`' N )Q)4 \\ 10. CONSTRUCTION VEHICLES SHALL NOT BE WASHED ONSITE. 9OPESSiONt� DRAWN BY: LZ DATE: o5/is/2o19 C_5 VINC ELLO APPROVED BY: VAG FILE NO.: 3387 PROFESSIONAL ENGINEER NO.073544 W. N. \ V. Z, . ... `----- _-.-\ � 1, ;, j �' ��{; �i/• / t� •!� ,I. •� `�` .\ - /` Y/A _ \ . 1. J ell At ��-i`1�— `,•\' �/� j a:6.-� \ •`\`/ .. 1' .. It ' ". - .. -DATE' BY OESCH_@1'ION APPRYD' �`�, i-__� .. /...f' .� �J-"= -�`� � �\.\^�. �•�Z., � \\\ .. ... 1 I .I .. ; .. 1. .1' 1l .. .. .. - .. REVISIONS: .. VANSTON BEARERLL .. 7ii. 'II j'/ "./�/ —f /'.-'— - — -//' \• ' I '' l- :\ .I. ar .. ANOREW BECK M TOGA. cs.NY tzase.. P.O.BOX BSD,6ARA . PROPOSED REDEVELOPMENT PROJECT, - �. i / ;. - "%,. -: / �� � %---' ! - •7 :� ,+'/' 1 � \\ ... I � 5250 VANBTON ROAD.CUTCHOGUE.N.Y.11935 .. .. .J / EXISTING DRAINAGE:PATTERN �-"! �/ / /y - /- •. l ..I THE RAYNOR GROUP,P.E.I sPLLC '.-:.. : '.:.y;!: .. �. .l)./'✓. .��,:. i / /�,.i /// -�'�.' :'1----_ - - .. "' �/ ... :/, l - .. ..... .. .... .... .... .. SURVEYORS C fiS:SITEPUNNERS "'i f i� �.//''�_' /,' / ✓ �L! ..--�_�"l .' ./ 1. ."�/ - .:/'!' ' 1. ... l DEER E N IYLL P.O:BOX'M .WATER M� NYEIIS]B EN (691)]26-J ' �\ .,. �.. ..I � i c..�.. .�.�._' _ /.. / 0�—'1 _ - ':/ •.i _ -. I srxE:t'=zo' - �1' GINe ;��'\ \:.. �. '.•.,. \. ��� - .. 0. 40 EO - DESIGNED BY: .VAG SCALE: T.w oMWNBY:. u. .DATE:.05/16201B C_C C r VV \• .� \ ''•'\ �\ \\\ .�•. /, - j .. w�cRwu¢LDo' APPROVED BY: YAO IF N0-396/ . I �^ .. .1�. ""ll.../I .11, . �/ '�, : .. - �',_ \\ : - ., / . . . . � .. . . / / . , , ,c.��,I : . I I I I . . . . . . . . . - I. l 1 I C i.. I/ I .m � . .. . : . . .. :w. -� .m. . w r . . . : . � ,I ) I' r I i �'c� Jl /I I /*. . ,� . . ./.., . ?�,___� .. ll� :. I , Jam/ "' /;�� \' �;t`,c�l �\ I \\ i" II I I .. - .. .. .. .. . j ":I. '..:i: (. \\. .-.'. \ .,� ... .. /✓ i/ i /�`I tl/ tI `....�,"_ �\\' \l ii \ 11, t - .. .. ... ... - i I Y .. a ✓ /� "t \ \ \ _ / 1 .. �� 1 4 V \ V A �.. 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NOM R.A. �R LILS ALANTING: NOXIOUS Ar-IDpRINVASNE VEGETATION 4NTHIN Mlea mmwa,farAo muffin,w'veberry,potion ivy. '.I::"-'.,..n.\.::\ OESIGN4TFDAREq TO BE REMOVEDAND REPLACED MOTH S. InWmm wham mMd tdwde Wpi Nbm W umtlw h,I—Ilerea.eRuip—t type must be apRovetl byba Untlsmm baNerrY.Prtret,PAm9mtes 30 RO 20 AS \ ..;... .__ �`.. NATIVE PLANTINGS.SEE RESTORATION NOTE it AND Archtaq prim mwork.Al aRulpmerl shaA error ono be\w the ste alolq ore predotennined room.The —INIAlemvaro0wtha 50 SR 155N RESTORATION METIi000LWYNOTES FOR mmhreSon o/wood tlJpa ontl VMvootl/or mamm mNtmmpaolmn of re7Na min.Mochenbatl e4ugrtenlere rol pertnWetl on sbpas Saum Ravine i :� \DETAILS. 1 vaster WnM%. GROUNUCOVERAND B. AllmasNwvbaon removab dell be tlisposetl orin emortlancewM Best MamOermmPmcBmaforW remowl of moll¢mcias.In MUQtlom rem,mugwolL Russbn oOw,Pbevntes, PERENNIAL FLAMING: tle mm wlere mllbremwotl ono rebmmdm ske,Wmp Byer olmA relrmee aha0 bemmo Me botlom layer of mllm Wdspoml PSo. Darle mismm,Prfvet 100AF 425CP zSRAG 's 20 AL 200 DF 10 RG 7. AppQ nofanhrNWemuslbeppmetl bylheUNsmpe AmJvmd pMrm um.Myherbictle appf Aon must be neccadaem B.Resepelabwmlmsm, pb 1100.5 115 EU5 65 RH - -: wth bml bw ertl be eppQatl amomupmtle manufactaeh remmmoMation.Remms o/harblutle aPWrabon nesl be ecmunletlmrol AG AU OF PP VA 75 AT 1o5EV 1m%L ._- the�ntlolmMtlaYofaPdioatlonwotlL AT CA IV SAC VN 45G 250IS 205NB B. Mhwesrve\wpebtlon romowdshal bo faposetl oloR-sM tooDECapproveA 6posalfatlWL ImtleWgdb/WLoMsmpe AS GA MD SS SO GV ,OOIP 25 SR - - •.' - AmhQmL MCC 71V 2d R RESTORATION PLAN B. Ab09amvO0omlbnitlonhfcDon maotY10wNbhalf wM aDf tlmam member eaM tlay prlormba abAolvrorkmmmbmW mwslm Resloratlon specbswtl shill by pamemapewMre 375CS 25D PP - O N ve2omtbn mmomtl brremoval onmMdaYalwoh eppopri.W lvm N.NlpT pbm mmnwltlbs. - y R IY ,D.AOo:mm artl msmom mnhd moasmm nmlbo mpbm pMrm mmmmemam olwmk lncW5lp butmt mnNotlto:vQ mme,stew \ iP . l bale.Doman belm,arW trm Pmtmtron lomQg. C.SumntIbm Murtlomtor*n. shmW,ontl `) n.AC brWSPePe tmmrliembom wotl,mpwMmWbwsomacX sletum mremo-meaAlmyard Pemrvo mlwlq revue vapemuan. mrennmm es lndimtotl on pan. 12.All-W9.....remem eAcepdo Ne46emm,mrrobtlon plop. pt • ' - \ NC.R H FORK KIVd LLC 0 3Y .T.M.#100,_l 1-10-3.1 1 of 2 O � 0.67 ACRES Appendix D Sample Forms, Standards, and Specifications .. .: � 111F1G:iI x E +�lktjl!A.t{kR YX � a r� �1 � .. _ .. toldTM x g rusirt fictcl` 4` 3iittmks- r .. .... .. .... .. ... ... - CONTRACTOR CERTIFICATION (Each contractor is to complete and sign a separate Certification) In accordance with Part III(A)(6) of the NYS SPDES General Permit for Stormwater Discharges from Construction Activity GP-0-15-002, the Trained Contractor and all contractors and subcontractors that will be responsible for - erosion and sediment control and/or post-construction stormwater practices at the subject construction site must sign the following certification statement and provide the information required below. Construction Site Name and Address: Proposed Redevelopment Project 5250 Vanston Road, Cutchogue, NY 11935 Certification Statement: r I herebycertify under penalty o law that I understand and agree to comply with the terms .�1' P ZY .f gy' P Y and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection. I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System ("SPDES') general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards. Furthermore, I am aware that there are significant penalties for submitting false information, that I do not believe to be true, including the possibility of fine and imprisonment for knowing violations." 07/03/2019 Date Contractor or Subcontractor Signature Kenneth Rousell Contractor or Subcontractor Name Site Work Contractor -- Contractor or Subcontractor Job Title Company Name,Address and Telephone Number: Greystone Administration 48 Fairlawn Drive, Montauk, NY 11954 Specific Stormwater Pollution Prevention Plan duties to be performed at the site: Silt Fence Soil Stockpile Tree Fence Protection Concrete Washout i Stabilized Construction Entrance TRAINED CONTRACTOR SECTION: NAME:Kenneth Rousell NYSDEC SWT#:#45T 012019-20 DATE OF NYS DEC 4 Hr Erosion & Sediment Control Training: 01/16/2019 - ATTACHMENT 1 Construction Stonnwater Compliance Ins ection Report Project Name and Location: Date: Page 1 of 2 Permit#(if any): NYR Municipality: County: Entry Time: Exit Time: On-site Representative(s)and contact information: Weather Conditions: -- Name and Address of SPDES Permittee/Title/Phone/Fax Numbers: Contacted: Yes o No❑ INSPECTION CHECKLIST SPDES Authority Yes No N/A Law,rule or permit citation 1. ❑ ❑ ❑ Is a copy of the NOI posted at the construction site for public viewing? 2. ❑ ❑ ❑ Is an up-to-date copy of the signed SWPPP retained at the construction site? 3. ❑ ❑ ❑ Is a copy of the SPDES General Permit retained at the construction site? SWPPP Content Yes No N/A Law,rule or permit citation 4. ❑ ❑ ❑ Does the SWPPP describe and identify the erosion&sediment control measures to be employed? 5. ❑ ❑ ❑ Does the SWPPP provide a maintenance schedule for the erosion&sediment control measures? 6. ❑ ❑ ❑ Does the SWPPP describe and identify the post-construction SW control measures to be employed? 7. ❑ ❑ ❑ Does the SWPPP identify the contractor(s)and subcontractor(s)responsible for each measure? 8. ❑ ❑ ❑ Does the SWPPP include all the necessary `CONTRACTOR CERTIFICATION'statements? 9. ❑ ❑ ❑ Is the SWPPP signed/certified by the permittee? Recordkee in Yes No N/A Law,rule or permit citation 10. ❑ ❑ ❑ Are inspections performed as required by the permit(every 7 days and after%i'rain event)? 11. ❑ ❑ ❑ Are the site inspections performed by a qualified professional? 12. ❑ ❑ ❑ Are all required reports properly signed/certified? 13. ❑ >❑ ❑ Does the SWPPP include copies of the monthly/quarterly written summaries of compliance status? Visual Observations Yes No N/A Law,rule or permit citation 14. ❑ ❑ ❑ Are all erosion and sediment control measures installed/constructed? 15. ❑ ❑ ❑ Are all erosion and sediment control measures maintained properly? 16. ❑ ❑ ❑ Have all disturbances of 5 acres or more been approved prior to the disturbance? 17. ❑ ❑ ❑ Are stabilization measures initiated in inactive areas? 18. 13 ❑ ❑ Are permanent stormwater control measures implemented? 19. ❑ ❑ ❑ Was there a discharge into the receiving water on the day of inspection? 20. ❑ ❑ ❑ Are receiving waters free of there evidence of turbidity,sedimentation,or oil 7(If no,complete Page 2) Overall Inspection Rating: ❑ Satisfactory ❑ Marginal ❑Unsatisfactory Name/Agency of Signature of Lead Inspector: Lead Inspector: Names/Agencies of Otber Inspectors. 12 STORMWATER POLLUTION PREVENTION PLAN INSPECTION REPORT CHECKLIST PROJECT: DATE: WEATHER: TEMP: TIME: Inspection Areas Satisfactory Unsatisfactory N/A Corrective Action Implementation Date of Condition Condition Corrective Action Construction Entrance& Exit Perimeter Silt Fence Straw Bale Dikes Curb Inlet Protection Inlet Protection Temporary Sediment Basin Sloe Protection Curb& Gutter System Stormwater Retention System Dischar a of Sediment Off Site Discharge of Sediment Surface Waters Material Staging La Down Area Material Storage Area Photographs Comments/ Notes: 1 of 1 STORM WATER POLLUTION PREVENTION PLAN REPORTABLE QUANTITY RELEASE FORM The discharges of hazardous substances or oil in storm water discharges from construction sites must be -. prevented or minimized in accordance with the SWPPP. Where a release containing a hazardous substance or oil in an amount equal to or in excess of reportable quantity established under 40CFR110,40CFR117 and 40CFR 302 occurs,the following steps must be taken: 1 All measures must be taken to contain and abate the spill and to prevent the discharge of the pollutant(s))to storm water or aft"-site. 2 Notice must be provided to the National Response Center(NRG)at 1-800-424-8802(include other applicable agencies and phone numbers as required)in accordance with regulations referenced above 4 as soon as site staff has knowledge of the discharge. 3 Contact the Operator's Project Manager or Engineer of Record immediately upon knowledge of release- 4 The SWPPP must be modified within seven(7)calendar days of knowledge of the discharge to provide a description of the release, the circumstances Ieading to the release, and the date of the release. The plans must identify measures to prevent the recurrence of such releases and to respond to such releases. Approximate SWPPP Date of Spill Material Spilled Quantity of Spill(in Agency(s))Nofined Date of gallons] Notwication Revision __ Date STORM WATER POLLUTION PREVENTION PLAN FINAL STABILIZATION CERTIFICATION 1 NOTICE OF TERMINATION CHECKLIST I All soil disturbing activities are complete. 2 Temporary Erosion and Sediment Control Measures have been removed or will be removed at the.appropriate time 3 All ares of the Construction Site not otherwise covered by a permanent pavement or structure have bene stabilized with a uniform perennial vegetative cover with a density of 85%or equivalent meauures have been employed. CONTRACTOR'S CERTIFICATION:' "I certify under penalty of law that all storm water discharges assoceited with construction actAAffy from the identified project that are authroized by the NPDES Construction General Permit have been eliminated and that all disturbed areas and soils at the construction site have achieved Final Stabr7izatPon and all temparary erasion and sediment control measures have been removed or will be removed at the appropriate tune." Company Name Flame(Print) Signature Trfle - Date 4 Retention of Records-The operator shall retain copies of SWPPPs and any rep❑rts submitted in conjunction with this permit,and records of all data used to complete the N01 to be covered by this permit,for a periodd of at least three years from the date that the site is finally stabilized. This period may be extended by the Department, in its sole discretion, at anytime upon written notification. 5 Maintenance of SWPPP and any reports at the construction site-The operator shall retain,a copy of the SWPPP required by this permit at the construction site from the date of initiation of construction activities to the date of final stabilization. i Storm Water Pollution Prevention Plan Modification Deport Any modifications to the SWPPP must be noted. Whenever there is a change in design,construction, operation, or maintenance at the construction site or if inspections or investigations by site staff, focal, state or federal officials determine that mod"l ications are required or the SWPPP is ineffective in eliminating or sign"ricantly minimizing pollutants in storm water discharges from the construction sits, or based on the results of an inspection,the SWPPP must be modified to include additional or modified BMPs designed to correct identified problems_ Revisions must be completed v�'fthln seven (7)calendar days following the inspection. The Contractor must note the changes in this report on the SWPPP. MODIFICATIONS&REASONS: STORMWATER POLLUTION PREVENTION PLAN CONSTRUCTION SITE NOTICE THE FOLLOWING INFORMATION IS POSTED IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPEDS) CONSTRUCTION GENERAL PERMIT (CGP) AND THE STATE OF NEW YORK SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY. PROJECT NAME: PERMIT IDENTIFICATION NUMBER: PROJECT DESCRIPTION: CONTACT NAME: - CONTACT PHONE NUMBER: LOCATION OF STORMWATER POLLUTION PREVENTION PLAN (SWPPP): A stormwater pollution prevention plan (SWPPP) has been developed and implemented according to the General permit Requirements. A full copy of the SWPPP for this construction project can be found at the location identified above. This Notice must be posted conspicuously near the main entrance of the construction site. This notice must be updated whenever the information related to the project as noted above including the location of the SWPPP has changed. This permit does not provide the public with any right to trespass on to the subject property for any reason, including inspection of the site; nor does the permit require that the permittees allow members of the public to access the property and construction site. CSN STANDARD AND SPECIFICATIONS FOR DUST CONTROL Vegetative Cover—For disturbed areas not subject to = traffic,vegetation provides the most practical method of dust control(see Section 3). Mulch(including gravel mulch)—Mulch offers a fast h� effective means of controlling dust.This can also include rolled erosion control blankets. Spray adhesives—These are products generally composed of polymers in a liquid or solid form that are mixed with water to form an emulsion that is sprayed on the soil surface with typical hydroseeding equipment.The mixing ratios and application rates will be in accordance with the manufacturer's recommendations for the specific soils on Definition the site.In no case should the application of these adhesives be made on wet soils or if there is a probability of The control of dust resulting from land-disturbing activities. precipitation within 48 hours of its proposed use.Material Safety Data Sheets will be provided to all applicators and Purpose others working with the material. B. Driving Areas—These areas utilize water,polymer To prevent surface and air movement of dust from disturbed emulsions,and barriers to prevent dust movement from soil surfaces that may cause off-site damage,health hazards, the traffic surface into the air. and traffic safety problems. Sprinkling—The site may be sprayed with water until the Conditions Where Practice Applies surface is wet. This is especially effective on haul roads and access routes. On construction roads,access points,and other disturbed areas subject to surface dust movement and dust blowing Polymer Additives—These polymers are mixed with water where off-site damage may occur if dust is not controlled. and applied to the driving surface by a water truck with a gravity feed drip bar,spray bar or automated distributor Design Criteria truck.The mixing ratios and application rates will be in accordance with the manufacturer's recommendations. Construction operations should be scheduled to Incorporation of the emulsion into the soil will be done to minimize the amount of area disturbed at one time. the appropriate depth based on expected traffic.Compaction Buffer areas of vegetation should be left where practical. after incorporation will be by vibratory roller to a minimum Temporary or permanent stabilization measures shall be of 95%.The prepared surface shall be moist and no installed. No specific design criteria is given;see application of the polymer will be made if there is a construction specifications below for common methods of probability of precipitation within 48 hours of its proposed dust control. use.Material Safety Data Sheets will be provided to all applicators working with the material. Water quality must be considered when materials are selected for dust control. Where there is a.potential for the Barriers—Woven geotextiles can be placed on the driving material to wash off to a stream,ingredient information surface to effectively reduce dust throw and particle must be provided to the local permitting authority. migration on haul roads. Stone can also be used for construction roads for effective dust control. Construction Specifications Windbreak—A silt fence or similar barrier can control air A. Non-driving Areas—These areas use products currents at intervals equal to ten times the barrier height. and materials applied or placed on soil surfaces to prevent Preserve existing wind barrier vegetation as much as airborne migration of soil particles. practical. August 2005 Page 5A.87 New York Standards and Specifications For Erosion and Sediment Control STANDARD AND SPECIFICATIONS FOR PERMANENT CRITICAL AREA PLANTINGS w � results of a soil test can be obtained to determine fertilizer > needs,apply commercial fertilizer at 600 lbs.per acre of 5- h' 10-10 or equivalent. If manure is used,apply a quantity to a * g meet the nutrients of the above fertilizer. This requires an appropriate manure analysis prior to applying to the site. " Do not use manure on sites to be planted with birdsfoot trefoil or in the path of concentrated water flow. aQy Seed mixtures may vary depending on location within the state and time of seeding. Generally,warm season grasses Y_T should only be seeded during early spring,April to May. These grasses are primarily used for vegetating excessively drained sands and gravels. See Standard and Specification " for Sand and Gravel Mine Reclamation. Other grasses may be seeded any time of the year when the soil is not frozen Deflnition and is workable. When legumes such as birdsfoot trefoil are included, spring seedings are preferred. See Table 3.1 Establishing grasses with other forbs and/or shrubs to "Permanent Critical Area Planting Mixture provide perennial vegetative cover on disturbed,denuded, Recommendations"for additional seed mixtures. slopes subject to erosion. General Seed Mix: Purpose 1 add inoculant immediately prior to seeding To reduce erosion and sediment transport. Vane lbs./acre lbs/1000 sq.ft. Conditions Where Practice Applies trrrdsfoot Empire/Pardee 82 0.20 trefoil OR This practice applies to all disturbed areas void of or Common white Common 8 0.20 having insufficient,cover to prevent erosion and sediment clover' transport. See additional standards for special situations PLUS such as sand dunes and sand and gravel pits. Tall fescue KY-31/Rebe1 20 0.45 Criteria PLUS - All water control measures will be installed as needed prior Redtop OR Common 2 0.05 to final grading and seedbed preparation. Any severely compacted sections will require chiseling or disking to Ryegrass Pennfine/Linn 5 0.10 - provide an adequate rooting zone,to a minimum depth of 12". The seedbed must be prepared to allow good soil to (Perennial) seed contact,with the soil not too soft and not too compact. 2 Mix 4 Is each of Empire and Pardee OR 41bs of Adequate soil moisture must be present to accomplish this. Birdsfoot and 4 lbs white clover per acre. If surface is powder dry or sticky wet,postpone operations until moisture changes to a favorable condition. If seeding Time of Seeding: The optimum timing for the general seed is accomplished within 24 hours of final grading,additional mixture is early spring. Permanent seedings may be made scarification is generally not needed,especially on ditch or any time of year if properly mulched and adequate moisture stream banks. Remove all stones and other debris from the is provided. Late June through early August is not a good surface that are greater than 4 inches,or that will interfere time to seed,but may facilitate covering the land without with future mowing or maintenance. additional disturbance if construction is completed. Soil amendments should be incorporated into the upper 2 Portions ofthe seeding may fail due to drought and heat. inches of soil when feasible. The still should be tested to These areas may need reseeding in late summer/fall or the determine the amounts of amendments needed. Apply following spring. ground agricultural limestone to attain a pH of 6.0 in the Method of seeding: Broadcasting,drilling,cultipack type upper inches of soil. If soil must be fertilized before August 2005 Page 3.5 New York Standards and Specifications For Erosion and Sediment Control seeding,or hydroseeding are acceptable methods. Proper soil to seed contact is key to successful seedings. Mulching: Mulching is essential to obtain a uniform stand of seeded plants. Optimum benefits of mulching new seedings are obtained with the use of small grain straw applied at a rate of 2 tons per acre,and anchored with a netting or tackifier. See the mulch standard and specification for choices and requirements. Irrigation: Watering may be essential to establish a new seeding when a drought condition occurs shortly after a new seeding emerges. Irrigation is a specialized practice and care must be taken not to exceed the application rate for the - soil or subsoil. When disconnecting irrigation pipe,be sure pipes are drained in a safe manor,not creating an erosion concern, i r New York Standards and Specifications Page 3.6 August 2005 For Erosion and Sediment Control STANDARD AND SPECIFICATIONS FOR TOPSOILING I` Site Preparation diversions,channels,sediment traps,practices nrd tstabilizingsuch as 1 As raps measures,or maintain if already installed. ps, { 2. Complete rough grading and final grade,allowing for depth of topsoil to be added ° 3. Scarify all compact,slowly permeable,medium and fine textured subsoil areas. Scarify at approximately right angles to the slope direction in soil areas that are steeper than 5 percent Areas that have been overly compacted shall be decompacted to a minimum depth of 12 inches with a deep ripper or chisel plow prior to topsoiling. Definition 4. Remove refuse,woody plant parts,stones over 3 inches Spreading a specified quality and quantity of topsoil in diameter,and other litter. materials on graded or constructed subsoil areas. Purpose Topsoil Materials To provide acceptable plant cover growing conditions, 1. Topsoil shall have at least 6 percent by weight of fine thereby reducing erosion;to reduce irrigation water needs; textured stable organic material,and no greater than 20 and to reduce the need for nitrogen fertilizer application. percent. Muck soil shall not be considered topsoil. Conditions Where Practice Applies 2. Topsoil shall have not less than 20 percent fine textured material(passing the NO.200 sieve)and not more than 15 - Topsoil is applied to subsoils that are droughty(low percent clay. available moisture for plants),stony,slowly permeable, 3. Topsoil treated with soil sterilants or herbicides shall be salty or extremely acid. It is also used to backfill around so identified to the purchaser. shrub and tree transplants.This standard does not apply to wetland soils. 4. Topsoil shall be relatively free of stones over 1 1/2 inches in diameter,trash,noxious weeds such as nut sedge Design Criteria and quackgrass,and will have less than 10 percent gravel. 1. Preserve existing topsoil in place where possible, 5. Topsoil containing soluble salts greater than 500 parts thereby reducing the need for added topsoil. per million shall not be used. 2. Conserve by stockpiling topsoil and friable fine textured subsoils that must be stripped from the excavated site and Application,and Grading applied after final grading where vegetation will be established. 1. Topsoil shall be distributed to a uniform depth over the area. It shall not be placed when it is partly frozen,muddy, 3. Refer to USDA Soil Conservation Service(presently or on frozen slopes or over ice,snow,or standing water Natural Resource Conservation Service)soil surveys or soil puddles. interpretation record sheets for further soil texture information for selecting appropriate design topsoil depths. 2. Topsoil placed and graded on slopes steeper than 5 percent shall be promptly fertilized,seeded,mulched,and stabilized by"tracking"with suitable equipment August 2005 Page 3.27 New York Standards and Specifications _ For Erosion and Sediment Control r I 3. Apply topsoil in the following amounts: Minimum Topsoil Site Conditions Intended Use Depth 1. Deep sand or Mowed lawn 6 in. loamy sand Tall legumes,unmowed 2 in. Tall grass,unmowed 1 in. 2. Deep sandy Mowed lawn 5 in. loam Tall legumes,unmowed 2 in. Tall grass,unmowed none 3. Six inches or Mowed lawn 4 in. more:silt loam, Tall legumes,unmowed 1 in. loam,or silt Tall grass,unmowed 1 in. New York Standards and Specifications Page 3.28 August 2005 For Erosion and Sediment Control STANDARD AND SPECIFICATIONS FOR PROTECTING VEGETATION DURING CONSTRUCTION B. Planning: { 1) After engineering plans(plot maps)are prepared, another field review should take place and recommendations made for the vegetation to be saved. Minor adjustments in location of roads, dwellings,and utilities may be needed. Construction on steep slopes,erodible soils, ' wetlands,and streams should be avoided. Clearing limits should be delineated(See Section 2) Areas to be seeded and planted should be identified. Remaining vegetation should blend Definition with their surroundings and/or provide special function such as a filter strip,buffer zone,or The protection of trees,shrubs,ground cover and other screen. vegetation from damage by construction equipment. 3) Trees and shrubs of special seasonal interest,such PUr ose as flowering dogwood,red maple,striped maple, —�— servicebenry,or shadbush,and valuable potential shade trees should be identified and marked for To preserve existing vegetation determined to be important special protective treatment as appropriate. for soil erosion control,water quality protection,shade, screening,buffers,wildlife habitat,wetland protection,and 4) Trees to be cut should be marked on the plans. If other values. timber can be removed for salable products,a forester should be consulted for marketing advice. Condition Where Practice Applies 5) Trees that may become a hazard to people, On planned construction sites where valued vegetation personal property,or utilities should be removed. exists and needs to be preserved. These include trees that are weak-wooded, disease-prone,subject to windthrow,or those that Design Criteria have severely damaged root systems. 1. Planning Considerations 6) The vigor of remaining trees may be improved by a selective thinning. A forester should be A. Inventory: consulted for implementing this practice. 1) Property boundaries,topography,vegetation and 2. Measures to Protect Vegetation soils information should be gathered. Identify potentially high erosion areas,areas with tree A. Limit soil placement over existing tree and shrub windthrow potential,etc. A vegetative cover type roots to a maximum of 3 inches. Soils with loamy map should be made on a copy of a topographic texture and good structure should be used map which shows other natural and manmade features. Vegetation that is desirable to preserve B. Use retaining walls and terraces to protect roots of because of its value for screening,shade,critical trees and shrubs when grades are lowered. Lowered erosion control,endangered species,aesthetics, grades should start no closer than the dripline of the etc.,should be identified and marked on the map. tree. For nar ow-canopied trees and shrubs,the stem diameter in inches is converted to feet and doubled, 2) Based upon this data,general statements should such that a 10 inch tree should be protected to 20 be prepared about the present condition,potential feet. problem areas,and unique features of the property. — August 2005 Page 3.37 New York Standards and Specifications For Erosion and Sediment Control C. Trenching across tree root systems should be the G. Obstructive and broken branches should be pruned same minimum distance from the trunk,as in"B". properly. The branch collar on all branches whether Tunnels under root systems for underground utilities living or dead should not be damaged. The 3 or 4 cut should start 18 inches or deeper below the normal method should be used on all branches larger than grounds surface. Tree roots which must be severed two inches at the cut. First cut about one-third the should be cut clean. Backfill material that will be in way through the underside of the limb(about 6-12 contact with the roots should be topsoil or a prepared inches from the tree trunk). Then(approximately an planting soil mixture. inch further out)make a second cut through the limb from the upper side. When the branch is removed, D. Construct sturdy fences,or barriers,of wood,steel, there is no splintering of the main tree trunk. or other protective material around valuable Remove the stub. If the branch is larger than 5-6 vegetation for protection from construction inches in diameter,use the four cut system. Cuts 1 equipment. Place barriers far enough away from and 2 remain the same and cut 3 should be from the trees,but not less than the specifications in'B",so underside of the limb,on the outside of the branch that tall equipment such as backhoes and dump collar. Cut 4 should be from the top and in trucks do not contact tree branches. alignment with the 3rd cut. Cut 3 should be 1/4 to 1/3 the way through the limb. This will prevent the E. Construction limits should be identified and clearly bark from peeling down the trunk- Do not paint the marked to exclude equipment. cut surface. F. Avoid spills of oil/gas and other contaminants. H. Penalties for damage to valuable trees,shrubs,and herbaceous plants should be clearly spelled out in the contract. New York Standards and Specifications Page 3.38 August 2005 For Erosion and Sediment Control STANDARD AND SPECIFICATIONS FOR MULCHING Criteria Site preparation prior to mulching requires the installation of necessary erosion control or water management practices and drainage systems. Rx$ > Slope,grade and smooth the site to fit needs of selected mulch products. Remove all undesirable stones and other debris to meet the needs of the anticipated land use and maintenance required. Apply mulch after soil amendments and planting is - -"" accomplished or simultaneously if hydroseeding is used. Definition Select appropriate mulch material and application rate or Applying coarse plant residue or chips,or other suitable material needs. Determine local availability. materials,to cover the soil surface. Select appropriate mulch anchoring material. Purpose NOTE: The best combination for grass/legume establishment is straw(cereal grain)mulch applied at 2 ton/ The primary purpose is to provide initial erosion control acre(901bs./1000sq.R.)and anchored with wood fiber - while a seeding or shrub planting is establishing. Mulch mulch(hydromulch)at 500—750 lbs./acre(11—17 will conserve moisture and modify the surface soil lbsJ1000 sq.ft.). The wood fiber mulch must be applied temperature and reduce fluctuation of both. Mulch will through a hydroseeder immediately after mulching. prevent soil surface crusting and aid in weed control.Mulch is also used alone for temporary stabilization in non- growing months. Conditions Where Practice Applies On soils subject to erosion and on new seedings and shrub plantings. Mulch is useful on soils with low infiltration rates by retarding runoff. August 2005 Page 3.29 New York Standards and Specifications For Erosion and Sediment Control - - - -- - - r - - --- -- - - -- !---- 1 oz �j Mulch Quality per 1000 Sq.Ft. per Acre Depth of Remarks y c Material Standards Application o'yr p � Wood chips or Air-dried. Free of 500-900 lbs. 10-20 tons 2-7" Used primarily around shrub and tree 0 shavings objectionable coarse plantings and recreation trails to inhibit °: y material weed competition. Resistant to wind a, a blowing.Decomposes slowly. r 0 Wood fiber cellulose Made from natural wood 50 lbs. 2,000 lbs. — Apply with hydromulcher. No tie down = c2. (partly digested usually with green dye required. Less erosion control provided �• w wood fibers) and dispersing agent than 2 tons of hay or straw. w Gravel,Crushed Washed;Size 2B or 9 cu.yds. 405 cu.yds. 3" Excellent mulch for short slopes and p Stone or Slag 3A-1 1/2" around plants and ornamentals. Use 2B where.subject to traffic. (Approximately 2,000 lbs./cu.yd.). Frequently used over filter fabric for better weed control. Hay or Straw Air-dried;free of 90-100 lbs.2-3 bales 2 tons(100-120 cover about 90% Use small grain straw where mulch is undesirable seeds& bales) surface maintained for more than three months. y' coarse materials Subject to wind blowing unless anchored. rp �... Most commonly used mulching material. *1 A iu Provides the best micro-environment for W W germinating seeds. - r J Jute twisted yarn Undyed,unbleached 48"x 50 yds.or 48" — — Use without additional mulch. Tie down plain weave. Warp'78 x 75 yds. as per manufacturers specifications. rr ends/yd.,Weft 41 ends/ Good for center line of concentrated rA yd.60-901bs./roll water flow. W Excelsior wood fiber Interlocking web of 8"x 100"2-sided — — Use without additional mulch. Excellent a mats excelsior fibers with plastic,48"x 180" for seeding establishment. Tie down as CL photodegradable plastic 1-sided plastic per manufacturers specifications. netting Approximately 72 lbs./roll for excelsior m with plastic on both sides. Use two sided plastic for centerline of waterways. Compost. Up to 3"pieces, 3-9 cu.yds. 134-402 cu.yds. 1-3" Coarser textured mulches may be more moderately to highly effective in reducing weed growth and stable wind erosion. NStraw or coconut Photodegradable plastic Most are 6.5 ft.x 3.5 81 rolls — Designed to tolerate higher velocity water c fiber,or combination net on one ortwo sides ft. flow;centerlines of waterways,60 sq. "' yds.per roll. Table 3.8 Mulch Anchoring Guide Anchoring Method Kind of Mulch to or Material be Anchored How to Apply - 1. Peg and Twine Ilay or straw After mulching,divide areas into blocks approximately 1 sq. yd.in size. Drive 4-6 pegs per block to within 2"to 3"of soil surface. Secure mulch to surface by stretching twine between pegs in criss-cross pattern on each block. Secure twine around each peg with 2 or more tight turns. Drive pegs flush with soil. Driving stakes into ground tightens the twine. 2. Mulch netting Hay or straw Staple the light-weight paper,jute,wood fiber,or plastic neffings to soil surface according to manufacturer's recommendations. Should be biodegradable. Most products are not suitable for foot traffic. 3. Wood cellulose fiber Hay or straw Apply with hydroseeder immediately after mulching. Use 500 lbs.wood fiber per acre. Some products contain an adhesive material("tackifier"),possibly advantageous. 4. Mulch anchoring tool Hay or straw Apply mulch and pull a mulch anchoring tool(blunt,straight discs)over mulch as near to the contour as possible. Mulch material should be"tucked"into soil surface about 3". 5. Tackifier Hay or straw Mix and appty polymeric and gum tackifiers according to manufacturer's instructions. Avoid application during rain. A 24-hour curing period and a soil temperature higher than 45' Fahrenheit are required.. August 2005 Page 3.31 New York Standards and Specifications For Erosion and Sediment Control + I I Appendix E Soil Information (Natural Resources Conservation Services) R Soil Map—Suffolk County,New York 3 N 714M 714150., 714210 714M ..7143W 7143M 714451) 714510 71457D 41°al"N .. .. .. :. .. 41°01'N q � :F is VA,s r , g Y Era � r, ' L o I ap may n•t •e valid 40°59'49"N. 40°59'49•N 714096 714150 714210 714270 714330 714390 714450 714510 714570 714630 3 3 h Map Scale:1:2,540 if pdnted on A landscape(11"x 8J)sheet E N - Meters N . N 0 35 70 140 210 n Feet 0 100 200 400 600 Map projection:Web Mercator Comercoordinahes:WGS84 Edge tics:UTM Zone 18N WGS84 uSDA Natural Resources Web Soil Survey 7/1/2019 211111111111111 Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil'Map--Suffolk County,New York MAP LEGEND MAP INFORMATION Area of Interest(AOI) Spoil Area The.soil surveys that comprise your AOI were mapped at 1:20;000. 0 Area of Interest(AOI) -Ston Sot Y P Soils Very Stony Spot rning:Soil Map may not be valid at this scale. Q Soil'Map Unit Polygons WetSpot Enlargeme t of maps beyond the scale mapping can e: ,y Soil Map Unit Lines : : misunderstanding of the detailof mapping and accuracy of soil - A other:: line placement.The maps do not show the small areas of Soil Map Unit Points Special Line Features contrasting soils that could have:been shown at a more.detailed S.ec�a�Point Features P s=: . scale. Blowout... Water Features Streams.and Canals Please rely on the:bar scale on.each map sheet for map'.. Borrow Pit measurements. Transportation Clay Spot Source of Map: Natural Resources.Conservation Service .. ... }}} Rails. Closed Depression Web Soil Su y URL: sue/ Interstate Highways _ Coordinate System: Web Mercator(EPSG:3857) , Gravel Pit US Routes Maps from the Web Soil Survey are based on the Web Mercator Gravelly Spot projection,which:preserves direction and shape but distorts Major Roads. " distance and area.A projection that preserves area,such as the " Landfill• Local Roads Albers equal-area conic projection,should be used if more Lava Flow accurate calculations of distance or area:are.required. ' Background Marsh or swamp' Aerial Photography his prod t:is gene NR ed d T ue rated from the USDA- CS ceftifi data.as.. - of the version date(s)listed below: a Mine or Quarry.. Soil Survey Area: Suffolk County,New York @ . Miscellaneous Water Survey Area Data: Version 16,Sep 3;2018 V. Perennial Water .. Soil map units-are labeled(as space allows)for map scales any. 1;50 or,000 larger. Rock Outcrop Saline Spot Dates)aerial images were photographed: Dec 31,2009—Oct 16,2016 Sandy Spot "4 The orthophoto or other base map on which the'soil.lines were• 4p� Severely Eroded Spot compiled and digitized:probably differs from the background ... imagery displayed on these maps.As a result,some minor • . Sinkhole shifting of map unit.boundaries may be evident: Slide or Slip. _.. a Sodic Spot Soil Map-Suffolk County,New"York • Map'Uhit Legend :- _ .." �,.,-..?.t �...�....<.-...r.,F� �,._ .��' >r :'t,h r••t,.a"NT^�:a ,.3.-tY,fie..va4"�„F ,,. •.�,�,,M,t+.:vrn "-..�. `.x�' s7 -,`'t......".3�•" -�� ,��' Map Unit Symbol ;Map Urnt Name. ��� ;:Acres ro AOI ���� � �Rercent of AOI��, •- •� jai. „i v,r.,�.„� �...;.._ ,_t1:N!. - .�.._.„ ..✓>>.='Y.x_ssf.Far.'s >'»x+. �.'s.rc 5.. �,_ - Bc Beaches 3.1 24.5% _ ... ..- ..: CpE: Carver and Plymouth sands; ... .. ...: 2:0 ...: 1.5:3% :.. 15 to 35 percent slopes J. HU Hooksan-Urban land complex,. 0:1 0.6% O to 8 percent slopes PIB Plymouth loamy sand,3 to 8 1.6 12'.291. : " percent slopes PIC Plymouth loamy sand,8 to 15 5.4 41.9% :.Percent slopes :. :.. :. :.. W. Water 0.7 5.6/° :. ... Totals for Area.of Interest 128 700.0% UussDA_ Natural.Resources Web Soil Survey 7/1./2019 �" 'Conservation Service National Cooperative Soil Survey Page 3 of 3 Map Unit.Description:Beaches---Suffolk;County,New York. Suffolk County, New York Bc-Beaches Map Unit Setting National map unit symbol OX66 :Elevation: 0 to.100.feet Mean:annual precipitation.::45 to 50 iriches' Mean annual air temperature: 50 to 54 degrees F rosffree enod 150 to 225 da s Frost- P • . y Farmland classification: Not prime farmland - Map Unit.Composition .. . . . . . .. . ... ... Beaches: 100 percent ::Estimates are based on observations,:descriptions, and transects,of the:mapunit Description of Beaches Interpretive groups _. Land capability classification (irrigated): Nonespecified Land capability.classification (nonirriga.ted): 7s Hydnc soil rating: No Data Source Information Soil SurveyArea: Suffolk County, .. ty, New_York Survey Area Data: Version 16, Sep.3, 2018 USDA Natural Resources Web Soil Survey 7/1/2019 21111111111111- Conservation Service National Cooperative Soil Survey Page 1 of 1 Map Unit.Description:Carver and:Plymouth sands, 15 to 35:percent slopes---Suffolk.County,; New York .... .. Suffolk County; NeW York Cp .-Carver and Plymouth sands, .1:5 to 35 percent.slopes Map Unit Setting ::. :.. National map unit symbol: 9x6j. :.. ...: . .:Mean annual precipitation: 45 to 50.inches ..-: . Mean annual airterriperature: 50:to'54 degrees F Frost-free:period: 150 to 225 days Farmland classification:: Not prime farmland Map Unit Composition - s: .ar so m s Carver.and similar ercent .: .. p... ... :Plymouth, sand; and similar soils: 40 percent ::Minor components:':20.percent Estimates:are based on observations, descriptions, and transects of . ... the mapunit. :Description of Carver Setting -:Landfbrih. Outwash:plains,-moraines-,.: Landform position (two-dimensional): Backslope - . Landform position (three-dimensional): Riser . Down=slope shape: Convex - Across-slope shape::Convex Parent material.'Coarse sandy glaciofluvial deposits Typical.profile Oa=0'to 1 inches:,highly decomposed plant material...: . H1 - 1 to 9 inches: coarse sand H2:-9 to 23 inches: coarse sand H3=23 to 60 inches: coarse sand ..Properties and qualities - Slope:. 15 to 35 percent Depth.to,restrictive feature :More than 80 inches::: Natural drainage.class: Excessively drained Capacity of the:most limiting layer to transmit water(Ksat) .._ _ Moderately high to_high (0.20 to 5:95 in/hr)- - Depth to water table: More_than 80 inches Frequency of flooding: None ...: . - Frequency of ponding: None Available water storage.in profile:' Low(about 3.6 inches) Interpretive'groups Land capability:classification (irrigated): None specified: = Land capability classification (nonirrigated): 7s - Hydrologic Soil Group: A . Hydric soil rating: No .. s USDA ::Natural Resources :'Web Soil Survey: 7/1'/2019 'Conservation Service. National Cooperative Soil Survey Page 1 of 3 i Map Unit.Description:Carver and Plymouth sands, 15 to 35 percent slopes---Suffolk•County,: New York .: ...... Description:ofPlymouth, Sand: .. Setting Landform: Moraines, outwash plains - Landform position (two-dimensional): Backslope - Landform position (three-dimensional): Riser Down-slope shape: Convex . Across-slope shape: Convex... - Parent material: Acid sandy' laciofluvial or deltaic deposits Typical profile H1 -0 to 4 inches: sand H2-.4 to 27 inches: sand' H3-27 to..60 inches: gravelly:coarse sand :. :Properties and qualities Slope: .15 to 35 Percent: Depth to restrictive feature: 'More than 80 inches Natural drainage class: Excessively.drained Capacity of the:most limiting layer to transmit water(Ksat): Nigh to very:high (5.95 to 19.98 in/hr) Depth to water table: More;than 80 inches. Frequency of flooding: None Frequency of ponding: None Available water storage;in profile: Very low(:about 2.4 inches) Interpretive groups. Land capability.classification (irrigated): -None specified:: Land-capability classification.(nonirrigated):...7s Hydrologic Soil Group.- A Hydric soil rating:..No Minor Components... Carver;dark subsoil . Percent of map unit: 5 percent Hydric soil rating: No —: - .. . Haven Percent of map unit:: 5 percent Hydric soil rating:: No Montauk :sandy variant - Percent of map-unit.- 5 percent Hydric soil rating; No Riverhead :. Percent of map unit: .5 percent USDA Natural kesources Web Soil Survey 7W2019 �, 'Conservation Service. National Cooperative Soil Survey Page 2 of 3 Ma Unit.Descri Description:Carver and.Pl mouth sands, 15 to 35 ercent:slo es---Suffolk County, P P Y . P. P New York ... . ... Hydric soil rating: 'No ...: ... Data Source Information Soil Survey Area;,: Suffolk County, New York' Survey Area.Data: Version 16, Sep'3-, 2018 wo-... . ... . .: ... ... . . . ... USDA Natural Resources Web Soil Survey, 7/1/2019 "ice 'Conservation Service National Cooperative Soil Survey. Page 3 of 3 w ... Map Unit Description:Hooksan-Urban land complex,0 to 8 percent slopes---Suffolk County,. New York Suffolk County, New York HU.=Hooksan-Urban.land complex,.0-to,8 percent slopes Map Unit Setting National map unit symbol 2x1 kz . :Elevation: 0 to.210.feet -Mean annualprecipitation:: 36 to 71 inches Mean annual air temperature: 39 to 55 degrees F Frost-free period. .140 to 240 days Farmland classification: Not prime farmland Map Unit.Composition Hooksan and similar soils: 45 percent Urban land, coastal.- 35 percent Minor components: 20 percent Estimates-are based on observations, descnptions,::and transects of the mapunit Description of Hooksan Setting Landform: Dunes - Landform position (two-dimensional): Backslope, shoulder, footslope, summit. Landform position (three-dimensional).- Crest, base slope, side slope Down-slope shape: Convex. Across=slope shape: Convex, linear -Parent material: Sandy eolian deposits Typical profile - C1 =:0.to 20 inches: sand .: C2=20'to 30 inches:: sand C3-30 to 64 inches: sand P rope rties.and'qualities Slope: -0 to 8 percent Depth to restrictive:feature: More than 80 inches Natural drainage class: Excessively drained Runoff class: Negligible :Capacity of the most limiting layer.to transmit water(Ksat): Very high (14.17 to 9.9.90 in/hr) Depth to water table: More than 80 inches. . - Frequency of flooding:-Rare :Frequency of ponding: None Salinity, maximum' in profile: Nonsaline (0.0 to 1.9 mmhos/cm) Available water storage in profile: Low(about 5.4 inches) - Interpretive groups Land capability classification (irrigated):: None specified Land capability classification (nonirrigated): 7e USDA Natural Resources Web Soil Survey 7/1/2019 aiiiiiiiiiiii, 'Conservation Service National Cooperative Soil Survey Page 1 of 3 Map Unit.Description:Hooksan-Urban land complex,0 to 8 percent slopes---Suffolk County,: New York ... ... Hydrologic Soil Group:..A . ... ... Hydric.soil rating: No .Description of Urban Land, Coastal Setting Landform: Dunes Down-slope shape: Linear - Across-slope shape: Linear .. ... ... T ical rofile Yp p. ... ... ... ... M-0 to 10 inches: cemented material..: Properties and qualities _. . Slope:.:0.to 8 percent = Depth to restrictive.feature: O'inches to manufactured.layer - Runoff class: Very high - Capacity of the most'limiting layer to transmit:water:(Ksat): Very low(0.00 to 0.00 in/hr) Frequency of flooding: Rare_ Available water storage in profile: Very'low(about 0.0 inches) Interpretive;groups Land capability classification (irrigated):,.None-specified Land capability classification (nonirrigated): 8 = ::. :.Hydrologic Soil Group:. D. Hydric.soil rating: Unranked- Minor Components. Succotash Percent of map unit: 5 percent Landform: Barner:flats, dunes, spits Landform.position (two-dimensional): T. oeslope . Landform position (three-dimensional): Base slope, tread Down-slope sha a Linear, concave q ... ... .. Across-slope shape: Linear Hydric soil rating:-'No ..: .. . ... ... Verrazano ::. :. .. . :: ... :. Percent of map unit. 5 percent ::. ..Landform: Dunes. :.. Landform position (three-dimensional): Tread. Down-slope shape:..Lirear, convex Across-slope shape: Linear, convex Hydric.soil.rating No ... ... Bigapple -Percent of map unit. 5 percent Landform: Tidal marshes Landform position (three-dimensional): Tread - . . Down-slope shape: Linear . .. .... Across-slope:shape: Linear Hydric,soil,rating' .No . ... USDA Natural Resources Vveb Soil Survey 7/1/2019 +� -Conservation Service. National Cooperative Soil Survey Page 2 of 3 Map Unit.Description:Hooksan-Urban land,complex,0 to 8 percent slopes---Suffolk.County,.:' . New York Beaches,:sandy surface Percent.of.map unit: 5-percent. Landform: Beaches Landform position.(three-dimensional)-..Riser Down-slope shape: Convex, linear .Across-slope shape.:. Linear Hydric soil rating: Unranked ..: Data Source,Information Soil Survey Area: Suffolk County,.New York Survey Area Data:: Version 16, Sep 3,:2018 i i USDA .'Natural Resources :'Web Soil Survey 7/1/2019 �. Conservation Service, National Cooperative Soil Survey Page 3 of 3 Map Unit.Description:Plymouth loamy.sond,3 to 8 percent slopes-==Suffolk County;New York Suffolk County,:New York . P1B.=Plymouth loamyzand, 3 to 8 percent slopes Map Unit Setting National map symbol: unit s bol: 9x7 .. 9 :Mean annual precipitation: 45 to 50.inches. 'Mean annual air temperature:-50:to 54 degrees F Frost-Iree:period: 150 to.225 days .Farmland classification:: Farmland of statewide importance. ... ... .. ... ... .. . ... ... Map Unit Composition Plymouth.and similar soils. :80 ercent Minor components:'20 percent Estimates are based on observations,'.descriptions, and transects_of the:mapunit. Description of Plymouth setting Landform: Moraines, outwash plains Landform position (two-dimensional): Summit Landform position (three-dimensional). Tread ... ... ... ... ... ... Down-slope shape: Convex.: Across=slope shape: Convex Parent material: Adid sandy glaciofluvial or deltaic deposits.: :. : Typical-profile . :. H1-:O to 4 inches: loamy sand ::. :.. H2=4 to 27.inches: loamy sand...: :. : . .. . .. ... H3-27 to 60 inches: gravelly coarse sand Properties arid-qualities; Slope: .3 to 8.percent Depth to restrictive:feature: More tharr 80 inches Natural drainage class: Excessively drained . Capacity of the most limiting layer to transmit.water(Ksat): High to . :: Very high (5.95 to 19:98 in/hr) Depth to water':table More than Winches Frequency of flooding: None .:. :. . :. Frequency of ponding:_None Available water storage in profile:..Very low(about 2A.inches): . ... Interpretive groups . : . ... .. . . ... Land'ca abilit classification irrigated Noiiea ecified p Y 9' . Land capability classification (honirrigpted) :3s Hydrologic Soil.Group: A Hydric.soil rating. No :. : . ... :. . . Minor Components :Carver Percent of map unit. 5 percent USDA Natural Resources Web Soil Survey 7/1/2019 i Conservation Service, National Cooperative Soil Survey Page 1 of 2 Map Unit.Description:Plymouth loamy.sand,3 to 8 percent slopes-=-Suffolk County;New York Hydric soil rating: No ...: . Riverhead .. ... Percent of map unit: 5 percent Hydric.soil rating;:.No Plymouth, gravelly - ... ... . . .. . ... ... Percent of map unit: :5 percent Hydric soil rating: No Montauk,sandy variant Percent of-map.unit::.5 percent Hydric soil rating..: No - Data Source.Information Soil Survey Area: Suffolk-County,.New York Survey Area Data:: Version 16, Sep 3,;201:8 USDA Natural Resources Vveb Soil Survey, 7/1/2019 �. Conservation Service National Cooperative Soil Survey Page 2 of 2 Map Uriit.Description:Plymouth loamy_sand,8 to 15 percent slopes==-Suffolk County,-New..: York Suffolk County; NeW York PIC=Plymouth loamy sand, 8 to 15.percent slopes : . : Map Unit Setting National map unit symbol- 9x7h .. . :Mean annual precipitation: 45 to 50.inches. Mean:annual.air terriperature: 50:to 54 degrees F. Frost=free period: 150 to.225 days Farmland classification:: Not prime farmland Map Unit Composition . Plymoufh and similar soils: :85 percent .Minor components: .15 percent Estimates are based:on_observations;:descriptions, and transects.of : . the apunit. Description of Plymouth setting Landform: Moraines, outwash plains Landform positon.(two-dimensional): "Shoulder Landform position-(three-dimensional): 'Tread ... .. .. . ... ... Down-slope shape: Convex.., . Across=slope shape: Convex Parent material: -Acid sandy glaciofluVial or deltaic deposits b. :Typical.profile . .. . .. H1-:0 to 4 inches: loamy:sand :H2=4 to 27 inches:.:loamy sand...: H3-27 to 60 inches: gravelly coarse sand Properties.and qualities Slope: .8 to 15 percent. Depth to restnctive:feature: More than;80 inches Natural drainage c/ass.. Excessively drained , Capacity of the most limiting layer to transmit.water(Ksat): High,to . Very high (5.95 to 19:98 in/hr) Depth to water.=tab/e: More than 80 inches Frequency of flooding:,.NoneFrequency of of ponding:.-None.. Available water storage in profile: Very low(about 2.4.inches): Interpretive groups ... .. Land capability classification (irrigated): Nonespecifled Land capability classification (nonirrigated)::4s - Hydrologic Soil Group: A _. Hydric-soil.rating. No . Minor Components .. ... Plymouth,gravelly. Percent of map unit: 5 percent USDA' Natural Resources Web Soil Survey ..7/1/2019 +'� Conservation Service National Cooperative Soil Survey Page 1 of 2 Map Unit Description:Plymouth loa.my.sand,8 to 15 percent slopes==-Suffolk County; New.. York Hydric soil rating:- No .... Montauk;sandy variant.. . . ... Percent of map unit 5 percent Hydric soil.rating::-No Riverhead.:.. Percent of map unit: :5 percent Hydric soil rating: No Data Source lnformatio.n Soil Survey Area: -Suffolk County, New.York Survey Area Data: Version 16, Sep.3; 2018 USDA Natural Resources Web Soil Survey 7//2019 Conservation Service National Cooperative Soil Survey Page 2 of 2 Map Unit_Description:water---Suffolk County,New York i Suffolk'County; NeW York .• : . :.: W:.Water Map Unit Setting National map unit symbol: 9x85 . .. Mean annual precipitation: 45 to 50.inches. Mean:annual air temperature: 50:to 54 degrees F Frost=freep eriod: 150 to 225 days F Farmland classification.: Not prime farmland: Map Unit Composition Water... percent ... . ... . Estimates are based on:observations; descriptions, and transacts:of the mapunit. Data Source Information . Soil Survey Area: .Suffolk County,'New.York .Survey Area Data; -.Version 16, Sep.3,:2018 USDA_ Natural Resources Web Soil Survey 7/1/2019 'i Conservation Service- National Cooperative Soil Survey a Page 1 of 1 i CONSTRUCTION SEQUENCE SCHEDULING ]BEST MANAGEMENT PRACTICES(BMP)IMPLEMENTATION PLANScheduled Ac Best Management Practices/Sequences Maintenance Actions 1. Evaluate the Site Identify Vegetation to be Saved Weekly or as Required Identify the Soil Stockpile,Storage and Construction Staging Areas Verify with the Owners Representative 2. Install Erosion Control Practices Protect Trees and Significant Vegetation Weekly or as Required Install Silt Fence and Temporary Construction Fence Around the Perimeter of the Site Install Stabilized Construction Entrance Protect Existing Drainage Structures 3. Prepare the Site for Removals Follow the Demolition Plan fAs Required 4. Prepare the Site for Construction Install Silt Fence and Temporary Straw or Required Hay Bales Set up the Soil Stockpile,Storage and the Construction Staging Areas Establish Diversion Swales as Required [6-Maintain d the Structures/Utilities Grade the Site As Required Stabilize Exposed Areas Apply Dust Control Practices Install Temporary Runoff and Drainage Controls Install New Drainage Facilities Install Inlet Protection for New Drainage Erosion Control Maintain all Erosion and Sediment Control As Noted tices Practices until Construction is Complete and the Site is Stabilized Inspect the Control Practices at a Minimum of Once per Week Sweep the Soils on Roadways Daily Install Additional Controls as Required 7.Revegetate Disturbed Areas Finalize Grading and Perform Landscaping Monthly or as Required Establish Permanent Vegetation 8.Remove Temporary Erosion Remove Temporary Erosion and Sediment As required Control Measures Control Measures FBe all be performed prior to each scheduled activity at 7-day intervals and after each rain event. s identified for each scheduled activity shall be implemented at the start of each activity and until permanent stabilization is achieved. 3. Implementation of BMP measures shall in no way relieve the contractor of obligations regarding other construction activities and sequence scheduling. I New York State Department of Environmental Conservation Division of Water 625 Broadway, 4th Floor Albany, New York 12233-3606 *(NOTE: Submit completed form to address above)* NOTICE OF TERMINATION for Storm water Discharges Authorized under the SPDES General Permit for Construction Activity Please indicate your permit identification number: NYR I. Owner or Operator Information 1. Owner/Operator Name:Vanston Bear, LLC 2. Street Address:P.O. Box 860 3. city/state/zip:Saratoga Springs / NY/ 12866 4. Contact Person:Andrew Beck 4a.TeleP hone:917-892-6946 - 4b. Contact Person E-mail:beck.trey@gmail.com II. Project Site Information 5. Project/Site Name:Proposed Redevelopment Project 6. Street Address:5250 Vanston Road 7. City/zip:Cutchogue / 11935 8. County:Suffolk III. Reason for Termination 9a. ❑All disturbed areas have achieved final stabilization in accordance with the general permit and SWPPP. *Date final stabilization completed (month/year): 9b. 6 Permit coverage has been transferred to new owner/operator. Indicate new owner/operator's permit identification number: NYR (Note: Permit coverage can not be terminated by owner identified in I.I. above until new - owner/operator obtains coverage under the general permit) 9c. ❑ Other(Explain on Page 2) IV. Final Site Information: 10a. Did this construction activity require the development of a SWPPP that includes post-construction stormwater management practices? ❑yes 11 no ( If no, go to question 1 Of.) 10b. Have all post-construction stormwater management practices included in the final SWPPP been constructed? ❑yes ❑ no (If no, explain on Page 2) 10c. Identify the entity responsible for long-term operation and maintenance of practice(s)? Pagel of 3 NOTICE OF TERMINATION for Storm water Discharges Authorized under the SPDES General Permit for Construction Activity-continued 10d. Has the entity responsible for long-term operation and maintenance been given a copy of the operation and maintenance plan required by the general permit? ❑yes ❑ no 10e. Indicate the method used to ensure long-term operation and maintenance of the post-construction stormwater managementpractice(s): 9 ❑ Post-construction stormwater management practice(s) and any right-of-way(s) needed to maintain practice(s) have been deeded to the municipality. ❑ Executed maintenance agreement is in place with the municipality that will maintain the post-construction stormwater management practice(s). ❑ For post-construction stormwater management practices that are privately owned, a mechanism is in place that requires operation and maintenance of the practice(s) in accordance with the operation and maintenance plan, such as a deed covenant in the owner or operator's deed of record. ❑ For post-construction stormwater management practices that are owned by a public or private institution (e.g. school, university or hospital), government agency or authority, or public utility; policy and _ procedures are in place that ensures operation and maintenance of the practice(s) in accordance with the operation and maintenance plan. 1 Of. Provide the total area of impervious surface(i.e. roof, pavement, concrete, gravel, etc.) constructed within the disturbance area? 0.2 (acres) 11. Is this project subject to the requirements of a regulated, traditional land use control MS4? 8 yes ❑ no (If Yes, complete section VI -"MS4 Acceptance" statement V. Additional Information/Explanation: (Use this section to answer questions 9c. and 10b., if applicable) VI. MS4 Acceptance-MS4 Official (principal executive officer or ranking elected official)or Duly Authorized Representative (Note: Not required when 9b. is checked -transfer of coverage) I have determined that it is acceptable for the owner or operator of the construction project identified in question 5 to submit the Notice of Termination at this time. Printed Name: Title/Position: Signature: Date: Page 2 of 3 NOTICE OF TERMINATION for Storm Water Discharges Authorized under the SPDES General Permit for Construction Activity-continued VII. Qualified Inspector Certification -Final Stabilization: I hereby certify that all disturbed areas have achieved final stabilization as defined in the current version of the general permit, and that all temporary, structural erosion and sediment control measures have been removed. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to . criminal, civil and/or administrative proceedings. Printed Name: Title/Position: Signature: Date: Vlll. Qualified Inspector Certification -Post-construction Stormwater Management Practice(s): I hereby certify that all post-construction stormwater management practices have been constructed in conformance with the SWPPP. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings. Printed Name: Title/Position: Signature: Date: IX. Owner or Operator Certification I hereby certify that this document was prepared by me or under my direction or supervision. My determination, based upon my inquiry of the person(s)who managed the construction activity, or those persons directly responsible for gathering the information, is that the information provided in this document is true, accurate and complete. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings. Printed Name: Title/Position: Signature: Date: (NYS DEC Notice of Termination -January 2015) Page 3 of 3 . :: ..... :. ... . .. ...... .. ... {+tE�dVYOktK.. Dep�ior�rr�er�t:of - STATE OF OPPORTU41T.Y . Environmental :... : :... Coftsofvatiori :.. . NYS Department of Environrimental-Conservation Division of:Water . .. ....-. ... ... .... ... .... .. . . . roa way, 4t .. .oor Albany, New.York 12233.3506 :. .MS4 Stormwater Pollution Prevention Plan (SWPPP) Acceptance: form : ... .. ...... :.for. Construction Activities"Seeking Authorization.Under SPDES:General Permit- ::: *(NOTE: Attach Completed Form:to Notice Of Intent and Submit to.Address Above) ... I. Project:Owner/Operator.Information .... . .. ...... .... . .. ...... . .. ...... 1.' Owner/Operator Name: Vanst6h 2;a1', LLC • � 2. Coht8Ct'Person: An,d rew Bec 3..Street Address: P.O: Box 860 5250 Vansto.n.Road. 4: City/State/Zip: :- : . .. :: II. Project:Site Information- . .... ... --- -- - - - 5. Project/Site Name::_ 5250 Vanston Road _ 6. Street.Addiess: 5250 Vanston Road. . 7. City/State/Zip: : Cutchogue/ NY/ 11935 ` III. Stormwater Pollution:Prevention Plan (SWPPP).Review and:Acceptance Information: .. 8..SWPPP Reviewed by: ...... ...... - it a osition: ... .. - 10. Datdfinal SWPPP Reviewed and Accepted: ... ... . .. IV-. Regulated MS4 Information .... .. ... ..... .... ... 11. Name o .MS4: _.. . .. ...... . .. ...... 12. MS4 SPDES Permit Identification'Number: NYR20A 13. Contact Person: 14. Street Address: ... 1:5. City/State/Zip::: 16. Telephone Number: Pa' e 1.'of 2 r MS4 SWPPP Acceptance Form - continued V. Certification Statement-MS4 Official (principal executive officer or ranking elected official)or Duly Authorized Representative I hereby certify that the final Stormwater Pollution Prevention Plan (SWPPP)for the construction project _ identified in question 5 has been reviewed and meets the substantive requirements in the SPDES General Permit For Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4s). Note: The MS4, through the acceptance of the SWPPP, assumes no responsibility for the accuracy and adequacy of the design included in the SWPPP. In addition, review and acceptance of the SWPPP by the MS4 does not relieve the owner/operator or their SWPPP preparer of responsibility or liability for errors or omissions in the plan. Printed Name: Title/Position: Signature: Date: VI.Additional Information (NYS DEC-MS4 SWPPP Acceptance Form -January 2015) Page 2 of 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..........I........ . . . . ..... . . . ....... ........ . . . . . - kp . �P. . . . . . . . . . . . . . . . . . . . .... (51 Z .7 E . . . . . . . . . . . . . . . .. .. .. . .... . . . . . . . . . �, . . . . . . . . . . . . . . . . . . . n w . . . . . . . . . . I . . . . . . .. . . . . . . . . . . F . . . . . . / �, '100 . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOR S.C.D.H.S. USE ONLY PROPOSED SILT FENCE TO BE ....................................... . . . . . . . . . . .. . . . . . . . . . . . . . . TRENCHED IN 6.,-AND STAKED .910 Z-HAYBALES TO--bE RECESSED A . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . '-9,- MIN. OF 4" INTO THE GROUND . . . . . . . . .\\ . . . . . . . . . . . �16! (SEE DETAIL) ..... . . . . . . . . . ,z V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .V., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . CLEARING CALCULATIONS . . . . . . . . . . . . . . . . . . 7 . . . ", - . . . . . . . . . . . I . . . . . . 0 . . . . . . . . ------------ . . . . . . . GRADE EL.: ±37.0' . . . . . . . . . . . . . .... LOT AREA ±540,391 S.F. . . . . . ... . . . . . . . . . . AREA OF ALLOWABLE CLEARING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MIXED SAND ±540,391 S.F. X 15% ±81,059 S.F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2' . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AND LOAM (SC) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AREA SLO EQUAL*.OR.'.'.'.' EXISTING CLEARING ±610,950 S.F. (11.3%) . . . . . .... . . . . . . . . -L-- PROPOSED WAT -SERVI E . . . . . . . . . . . . ... . . .GREATER THAN -20% ER EL. 35.0' ... . . . . . . . . . PROPOSED ADDITIONAL CLEARING = ±13,659 S.F. (2.5%) -\'. ,-�-�I�\\\...... . . . . . . . . . / j ' ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ol. . . . . . . . BROWN SILTY TOTAL PROPOSED CLEARING . . . . . . . . . . . . . . . . . . Z SANDS (SM) ±60,950 S.F. + ±13,659 S.F.= ±74,609 S.F. (13.8%) . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . EL. 34.0' . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . PROPOSED GRAVEL DRIVEWAY . . . . . . . . . . . . . EXISTING CLEARING LIMIT AS PER KENNETH M. WOYCHUK LAND SURVEYING, PLLC. . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... �' / . . . . . . . . . . . . . . . . . . . PROPOSED DRAINAGE U.P. CUT & FILL CALCULATIONS ------ (1) 8X10 LEACHING POOL PALE BROWN 0 . . . . . I . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOR LANDSCAPE AREA 1 . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . 14' FINE SAND (SP) VOLUME OF EXCAVATION TO CONSTRUCT PROPOSED GRADES: 2,700 C.Y. 28 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . GRAIE �L. 38.5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1,300 C.Y. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -0 1 ARAGE TO VOLUME OF MATERIAL TO BE EXPORTED: 1,400 C.Y. UV VOLUME OF FILL TO CONSTRUCT PROPOSED GRADES: -.26...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING. . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . .. --REMOVED (DASHED) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . E EL. 20.0' THE VOLUME OF SOIL MATERIAL TO BE REMOVED FROM THE SITE AFTER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I.. . . . . . . . . . . . . . . . . . . . . . . . . . . . --1 U.P. ESTABLISHING PROPOSED GRADES IS APPROXIMATELY 1,400 CUBIC YARDS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4- TEST HOLE . . . . . . . . . . . THE VOLUME OF FILL AND EXCAVATION INDICATED HEREON IS BASED ON . . . . . . . . .. DUG BY MCDONALD GESOCIENCE xi 6 TEMPT HAS BEEN APRIL 20, 2018 . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . (NO G.W. ENCOUNTERED) GEOMETRIC VOLUME CALCULATIONS AND IS APPROXIMATE. NO AT JPI. I MADE TO FACTOR FOR COMPACTION, SPILLAGE AND OTHER VARIABLES. . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . . . . . . . . . . . -P�ROPOSED DRAINAGE /* A I ( V� � I -- 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LEACHING ol . . I THE CLOSEST USGS MONITORING WELL LOCATED IN (1 OF 3) 8X5 ig POOLS FOR GRAVEL CIO 0 THE TOWN OF SOUTHOLD LISTS THE HIGHEST MIN. . . . ......... . . . . . . . . . . . . . . . . . . . . . . . COVERAGE CALCULATIONS or . . . . . . . . . . . . DRIVEWAY &--GARAGE/BARN-' 1 113.3 - RECORDED GROUNDWATER ELEVATION AS 13.41' . . . . . . . . . . . . . . . . . . . . ABOVE THE SPECIFIC VERTICAL DATUM W/,,(3) CATCH BASINS y 1 0) 1 IJF tw 38 0 USGS WELL NO. S 91814.1 LOT AREA = ±540,391 S.F. ZNI = ±215,437 S.F. .0 / / I " \ AREA OF BUILDABLE LAND mk Q) ALLOWABLE BUILDING COVERAGE = ±43,087 S.F. (20%) T, L I� I-Q. XI STING LEARING LIMIT < N11 i , : �x", � // 4 (*60,950 S.F.) �X61) OD /� cS` •> \ \ EXISTING BUILDING COVERAGE: ol MAIN HOUSE = ±3.,077 S.F. X, Z, = ±1,057 S.F. )TOE OF SLOPE .0, GUEST HOUSE PROPOSED ILT FENC Tg-BE 1 ,/MIIN % PROPOSED 52.3-LONG RETAINING WALL GARAGE = ±1:,007 S.F. -/ T.W. 4§,'0 �-�TRL NX -GRADE �-�TRLNCHE IN-6" HEIGHT VARIES WITH BOAT HOUSE = ±331 S.F. HAYBALES,,TO BE-RECESSED A B.W. A4.0 TOTAL = ±5,472 S.F. (2.5%) MIN. oF.4" INTO THE/G 9, 0 ROUND PROPOSED RETAINING WALL 37 :\ , \ A v (SEE PETAIL)/-11 x - llq- sz� LONG PROPOSED BUILDING COVERAGE: ILI -'o 4' HIGH X 26.65' MAIN HOUSE = ±2,159 S.F. 8X5 I;D A. T.W--42.0- MAIN HOUSE PORCH = ±344 S.F. p 46.0 GUEST HOUSE = ±11,057 S.F. W. B.W. 38.0 = ±339 S.F. 0 q9 V;Q,� B.W. 46.0 PROPOSED DRAINAGE GUEST HOUSE DECK f ................... \�.X, GARAGE/BARN = ±11,479 S.F. qR� 6, ;P �N (1) 8X3 LEACHING POOL _��UESTHOUSE---� U.P.� POOL DECK = ±587 S.F. PROPOSED WATER--8ERVICE` POOL = ±891 S.F. ,9(3 8X7 Q, \ EXISTING RETAINING-WAL POOL EQUIPMENT BUILDING = ±60 S.F. PROPOSED, WATER SERVICE BOAT HOUSE = ±331 S.F. A PROPOSED DRAINAGE TOTAL = ±7,247 S.F. (3.4%) 8X2 LEACHING POOL 8.4 24.3- 4�- FOR LANDSCAPE AREA 2 -f- DRAINAGE CALCULATIONS PROPOSED SANITARY\,,SYSTEM -FUJI CLEAN CEN \5 TREATMENT 'TANK GRATE EL. 44 20.2' 28.8' OPOSEI) ID ll< - (1) - PK \CH EXIST NG 1 STORY MAIN HOUSE: ENCLOSED POR & (1) 8' DIA. X 12' DEEP LEACHING POOL ----�FRAME!GUEST HOUSE W/ ROOM FOR 50% EXPANSION ROOF = ±2,503 S.F. X 1.0 X 2" = 417.2 C.F. EL. 37,� 4 INTERIOR TO BE RENOVATED TERRACES = ±1,005 S.F. X 0.9 X 2" = 150.8 C.F. C)v 44' TO Z, .11 \ I Aj 8X3 - 3 EXISTING/PROPOSED BEDROOMS " BLUFF N. - = 568.0 C.F. . . . X, C14 TOTAL PROPOSED. WATER �b USE (2) 8' DIA. X 7' DEEP LEACHING POOLS = 591.4 C.F. t48 03 F.FL. 44.5----- r "ID. 19.5' G.F.A.,±1,057 S.F. 92.4' -f- BLUFF 0. LANDSCAPE AREA 1 = ±23,477 S.F. X 0.1 X 2" = 391.3 C.F. PROPOSED ON-GRADE 29.5' PRO OSED DRAINAG L J C.O. USE (1) 8' DIA. X 10' DEEP LEACHING POOL = 422.4 C.F. WOOD DECK EL. 44 .4" (1) 8X3 LEACHING/POOL ±339 S.F. FOR RAVEL DRIVEWAY 6�. LANDSCAPE AREA 2 = ±3,313 S.F. X 0.1 X 2" = 55.2 C.F. . . . jl' 25.0' 1 ol = 84.5 C.F. 37'\ 8X3 USE (1) 8' DIA. X 2' DEEP LEACHING POOL . . . . 40------------- P OPOSED G AVEL DRIVEWAY 9- TO 14po. PROPOSED CLEAN CONTROL clo� -OUTLE"olouNTED PANEL AND GFCI BUFF PIP 00, If FE GRAVEL DRIVEWAY = ±3,760 S.F. X 0.6 X 2" = 376.0 C.F. ONWOOD POST (CONNECT T 0, GARAGE/BARN = ±1,479 S.F. X 1.0 X 2" = 246.5 C.F. �., \ cP., GARAGE POWER SUPPLY)/ 2' 76 TOTAL 622.5 C.F. . ' USE (3) 8' DIA. X 5- DEEP LEACHING POOLS 633.6 C.F. PROPOkD MAC10OR BLOWER W/ PROPOSED ELECTRICAL < LIMIT OF FLOOR PROPOSED LANDSCAPE WALL INSULATED ENCLOSURE (TO BE LINE/CONDUIT/FROM TREATMENT GUEST HOUSE: ELEVATION HEIbi4,T VARIES WITH GRADE \ SLP ROOFA, o HARDWIRED PTO CON OL PANEL) TANK TO CONTROL PANEL/ T.W. 46.0 0 = ±1,057 S.F. X 1.0 X 2" = 176.2 C.F. LENGTH = 67' 5 GRAVEL DRIVEWAY = ±392 S.F. X 0.6 X 2" = 39.2 C.F. MIN N. PROPOSED AIR S Y//LINE C.O. -SLOP --WITH GRADE 4- TOTAL = 215.4 C.F. , `-� \\ I \\ // o \ 1-� �, PROPO USE (2) 8' DIA. X 3' DEEP LEACHING POOLS = 253.4 C.F. . . . . UJI CLEAN CONTROL,PANEL . . . . . . F.FL. ------- Cl OUTLET,,MOUNTED ON/WOOD POOL EQUIPMENT STORAGE BUILDING: 35 OST (CONNECT;TO POOL EQUIPMENT .0 - POOL BACKWASH = ±891 S.F. X 5% X 5' = 222.8 C.F. . . . . . . . . . . . TEST STORAGE BUILDING POWER SUPPLY) ROOF = ±60 S.F. X 1.0 X 2" = 10.0 C.F. . . . . . . . . . . . . . . . . . . . . . 33. HOLE TOTAL = 232.8 C.F. •LA I DWEL I \ - \ ---- --3e PROPOSED MAC80R BLOWER W/ USE (1) 8' DIA. X 6' DEEP LEACHING POOL = 253.4 C.F. . . . F.FL. INSULATED,/ENCLOSURE (TO BEW.V. b.K- ATI 4 /-------- 3 ------- 5 ............. -TO. BE OVED, PROPOSED 2 STORY ......:.":. 0--\1 HARDWIRED TO CONTROL PANEL) ----------=/ =n. _ 1� SANITARY SYSTEM 1 MAIN HOUSE & GARAGE ASHED) HOUSE BASEMENT'S -------- ---------- 8X6 HYD. BARN . . . . . PR 4,BEDROOMS ----- ------- PROPOSED POOL EQU/IPMENT PROPOSED PUBLIC WATER 8X7 STORAGE BUILDING 0 BEDROOMS G.F.A. ±2,159 S.T.\ SLP 20' DR " A. TREATMENT TANK ml . i/ i i - 1� \� \ THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. F.FL 42 MAIN HOUSE: FOUR (4) BEDROOMS X 110 G.P.D. PER BEDROOM = 440 G.P.D. EXISTING TIMBER WALL TO X\ GARAGE/BARN: TWO (2) SCDHS BEDROOM EQUIVALENTS X 110 G.P.D. PER BEDROOM = 220 G.P.D. BE REMOVED (DASHED '-TO ±27' TO 20' G.F'A. ±60 S.F. TOTAL = 660 G.P.D. BLUFF MIN. USE ONE (1) FUJI CLEAN CENT TREATMENT TANK EXISTING CLEARING LIMIT (±6 950 S.F. . . . . . . . . . SCALE: 1"=20' B. LEACHING SYSTEM . . . . . . . . . .. -- tj Irl ------ AN. . . . . . . . . . . THE QUANTITY AND SIZE OF THE LEACHING SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL . . . . . . .. . PROPOSED DR AGE . . . . . . . . . . .. . . . . . . . . . . . 0 20 40 60 SIDEWALL AREA FOR A FIVE (5) OR SIX (6) BEDROOM RESIDENCE. . . . . . . . . . . . . . 0 (1) 8X6 LEACHNG POOL . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOR POOL EQU PMENT THEREFORE, 400 S.F. / 31.4 S.F./V.F. = 12.7 V.F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ±14'.TO.'. U.F. . USE ONE (1) 10' DIA. X 13' DEEP LEACHING POOL = 13.0 V.F. STORAGE BUILDING & POOL ±4.0`70-BLUE EQUIPMENT BACKWASH (JI PROPOSED/SAN)TARY (STEM II 0) . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . SANITARY SYSTEM 2 GUEST HOUSE . . . . . . . . . . . . . . . . . . . . . . I . . %I - cyl X,- r-rREATMENT(1) FUJI CLEAN &EN4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �P�ROPOSED DRAINAGE ,/TANK, (1)/ JUNCTION MANHOLE,,14 (1) A. TREATMENT TANK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . bF 2) 8X7-LEACHING 10' DIA. X 13' DEEP LEACH�Ml' POOL V, crS 0 00 THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. . . . . . . . . . . ------------------- PA POOLS FORMAIN HOUSE'-,,1, \\, �\THREE (3) BEDROOMS X 110 G.P.D. PER BEDROOM = 330 G.P.D. W/ ROOM FOR 507. EX 0SION % PROPOSED CONTOUR ly) . . . . . . . . . . . . . . . . . (OVERSIZED AS PER 01W�tli) (DASHED)', 05/11/2019 LZ UPDATE SITE PLAN USE ONE (1) FUJI CLEAN CEN5 TREATMENT TANK (450 G.P.D. RATED CAPACITY) \'o '-'-'A'A�tX--$LOPING-EQUAL�O'R . . . . . . . . . . . ... PROPOSED ELECTRICAL ox, VAG -->'-GREAT W 0% LINE/CONDUIT FROM CONTROL ._-ERJ PROPOSE CLEARING LIMIT 04/12/2019 KK ARCHITECT REVISIONS(4/10/2019) VAG LZ NO CHANGE VAG B. LEACHING SYSTEM . . . . . . RISING-(�REAT R -TH N �-��PANEL TO-MAfN-RESIDENCE 10 12/11/2018 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. SIDEWALL AREA FOR A ONE (1) TO FOUR (4) BEDROOM RESIDENCE. THEREFORE, 300 S.F. / 25.1 S.F./V.F. 11.9 V.F. . . . . ... PR 10/26/2018 LZ MAIN HOUSE SANITARY SYSTEM VAG . . . . .. . . 4' HIGH FENCE TO . . . . . . . . . . . . . . . . . . . . MEANDER THROUGH EXISTING 09/17/2018 LZ GUEST HOUSE RENOVATION&SCDHS COMMENTS(0911MO18) VAG FENC D THE QUANTITY AND SIZE OF THE LEACHING SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL . . . . . . . . . . . . . E PROPOSED F USE ONE (1) 8' DIA. X 12' DEEP LEACHING POOL = 12.0 V.F. . . . . . . . . . . . . . . . PROPOSED SILT\ TO BE VEGETATION W/ SELF LATCHING GATES N1 AY 1 3 2019 . . . . . . . . . . PROPOSED AIR SUPPLY L TRENCHED IN 6" AND kTAKED DATE I BY DESCRIPTION APPRVD THE FUJICLEAN MODEL CEN5 & CEN7 TREATMENT TANKS DO NOT UTILIZE ANY ADDITIONAL VENT • • • HAYBALES TO BE kECEISED A I REVISIONS PIPES. THE CEN5 & CEN7 VENT THROUGH THE MAIN SANITARY LINE AND HOUSE VENT. . . . . . . . . PROPOSED-ELECTRICAL MIN. OF 4- INTO 1HE GfOUND Southold Town . . . . . . . . . . . . LINE/CONDU-IT FROM TREATMENT. . . . . . . . . . . . /'TA (SEEI DETAIL) d NOTES . . . . . . . . . . . . . NK TO CONTROL PANEL------_-)\ Box of Trustees VANSTON BEAR, LLC . . .. . . . C/O ANDREW BECK,MEMBER . . ... . . . . . . . . . . P.O.BOX 860,SARATOGA SPRINGS,NY 12866 1. LOT AREA: 540,391.47 S.F. (12.41 ACRES) . . . . . . . . . . . . . . . . . . . . . . . . TOE OF SLOPE X 2. ZONING DISTRICT: R-40 7 PROPOSED REDEVELOPMENT PROJECT . . . . . . 9Z APPROVED BY 3. THE SITE FEATURES AND CONDITIONS AS SHOWN ARE BASED UPON 5250 VANSTON ROAD,CUTCHOGUE,N.Y.11935 �o BOARD OF 1 RUSTEES SCTM NO.:1000-111.00-10.00-014.000 THE SURVEY OF PROPERTY OF 5250 VANSTON ROAD, PREPARED BY KENNETH M. WOYCHUK LAND SURVEYING, PLLC, LAST DATED . . . TOW OF SOUTHOLD N N AUGUST 10, 2017. OF C Ile GAS SITE PLAN 4. THERE ARE NO NEIGHBORING WELLS WITHIN 150' OF THE . . .... . . . DATE 15' 24,q PROPOSED SANITARY SYSTEMS. . . . .. . . . . . . . . . THE RAYNOR GROUP,P.E.&L.S.PLLC SURVEYORS 5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL CIVIL ENGINEERS SITE PLANNERS DEERFIELD GREEN REEN P.O.BOX 720 DATUM OF 1988 (NAVD88). . . . . . . . . . . . . ()'V WATER MILL.NY 11976 (631)726-7600 -EQU I "\'.'Af?EA.'SL0 ING' 0. 07 DESIGNED BY: VAG SCALE: V=20' DWG.NO. 6. APPROXIMATELY ±9,074 S.F. OF CLEARING PROPOSED WITHIN 100 FEET OF THE TOP OF BLUFF OR BANK. -\GREATEW MAN THAN RISING 'GREATER AN'-20, .. . . . . / /" / / \ \ DRAWN BY: LZ DATE: 08/15/2018 C-2 7. AREA OF DISTRURBANCE ±72,115 S.F. �0 �; _. .\, \ : \ -/ / , VINCENT&GAUDIELLO APPROVED BY: VAG FILE NO.: 3387 I PROFESSIONAL ENGINEER NO.073544 i I 05 O R \ o : '........'..::...............:::.':::.'.'. S N U.P. 1 \ - N U.P. i \\ �50 SITE FOR S.C.D.H.S. USE ONLY + �P o N \ 0 1 O ....N.O... .. :m.'.'. '.'.':'.'.:'..':•..'...'.'. / / / / / / / / / / / / _:"ni:.': :: :':':'':':':':•:' "•:':•:•.:•:•:•:.:::•: CIF �� 1 Z GRADE EL.: _t37.0 9R D a U.P. p a � O E O13 / K - MIXED SAND ::•:•:', i 2 AND LOAM (SC) �2 00 QPING U.q /-- i Z N �•�•� )� • .: EL. 3 5.0 0 / • TO �' O N r / / ISi, G;:;GR. .Y..'R::7.Afti ':: :: : ::':.... -•o F ROWN SILY / / / / / / / / / / / / r / / / / / / � B T / / / i i,+ o v, z s . ... ........ ........ ..................... ........ ........... ... ....... .... ...... SANDS (SEA) .o / / / / / / / / / / �� / / / / BASIN • / / �::::•:.:..'.:•.'.'::':::.::::..•.•:.••.':::::.:::•.•:.•..•.•::':::..•.':::::.'.•::.•::..'•:::.':::.•'.•:.•::.:.'.•.'.::::. \ � \ KEY MAP r � /BOAT B / / SCALE: 1"=300' s / s \/ \ NiEL. 34.0 $ \ a 6 n�• / / / / / / / o 6 ./ U.P. 100 PALE BROWN / / / / / / / / / / / / / / / / / / / / �:?•:w..�... ... ..... .. ...... .. 14 � FINE SAND (SP / / / / / / / / / / / / / / r / / / / / rr / �.... ... .................... ... NO. OWNER USE WATER SUPPLY " �' `' ` 1 N F NATURE CONSERVANCY INC. VACANT NO WATER SUPPLY N / / / / / / / / / / / / / / / / / / / / / 2 N/F HARBOR COVE :..: ::. ::: .':...'.'.'. '.'::. .::.::...:..... .'.' .':.'..........:."..'..'.':'.:.. EL. 20.0' •.'.'.'..'.'.'.'.':: • •.••.'.•..•.•.••.•.•.' .'.•.'..•.'..•.•..... .•:..'.:•.'. \ PROPERTY OWNERS ASSOC. VACANT NO WATER SUPPLY �\ . : . .':: .: . o' \ 3 N/F BLAIR HUDSON PECONIC TEST HOLE N 86.36'33" W \ a , , , / / / / , , ::: ::: : ::: ::: : ::'::::'::::''' :: :.... ':::' o\' \ VENTURES LIVING TRUST VACANT NO WATER SUPPLY 37.69' o / / / / / / / / / 11 O \ 4 N/F JUSTIN BILLINGHAY SINGLE FAMILY RESIDENCE PUBLIC WATER DUG BY MCDONALD GESOCIENCE ': :::: :;:: \ 2 ��\. �; / / / / / / / / ::: fG� ' \ 5 N/F DANNY PIZZOLLA SINGLE FAMILY RESIDENCE PUBLIC WATER 2 \-a 6 N/F VANSTON BEAR LLC VACANT NO WATER SUPPLY (NO G.W. ENCOUNTERED) \o 7 N F VANSTON BEAR LLC VACANT NO WATER SUPPLY C D IN I o THE CLOSEST USG S MONITORING WELL LL LOCATED y O ' 8 N/F VANSTON PARTNERS T LLC SINGLE FAMILY RESIDENCEPRIVATE WELL 0 o m v \ P L OVER 15 UT OLD LISTS THE HIGHEST THE TOWN OF SO H �z FROM PROPOSED TI AS 13.41' G i RECORDED GROUNDWATER ELEVATION O� T a SANITARY S ABOVE THE SPECIFIC VERTICAL DATUM Cn / T SYSTEM \ 9 N F DAVID BOFILL VACANT USGS WELL N0. S 91814.1 ��;�;�;�;�;;�.�:.�:;::;:;:;:;:�: ,,, � / T NO WATER SUPPLY N C` R , ,� • N SEE SHEET C-2 FOR 10 N/F 5345 VANSTON ROAD LLC VACANT NO WATER SUPPLY i .: : :: :. y;::..'.'.'..'.'.:.'.:...........'::.'.::••..... `. - \ 11 N F DAVID BOFILL SINGLE FAMILY RESIDENCE PUBLIC WATER o :'. :':..":.:.:.::'.:...... :.: .: '.' ' >\ ':':':':::.'.'::.'.:::'.'.':':':•:':':•':::.::: ,r SITE PLAN INSET / m ? >'. , 12 N/F EILEEN KASSCHAU SINGLE FAMILY RESIDENCE PUBLIC WATER co o ..': ._: .......'... / `9 �� 13 N/F NORTH FORK KIWI LLC SINGLE FAMILY RESIDENCE PUBLIC WATER ............. ...... .......... ... . ... ... ...... ...... . \:....•.•.'.....'.'..'.'.....'.'.'.'..'.'.....'.::':..:': ::.........:::. , N .... .........�........... ................ .. _ 1 C I.•.•.".......".•. ........ EXISTING'.'.•.'..':.'.'. ..... ......F.................... .. ....... .r..�'._`� I / / I I • EXISTING WELL TO Z ::::: w..':: :: ::'::: ::: i / r BE ABANDONED :: ':• .:: ....::.:: :...:: :...........'::::::': ::::::;;::: U.P. G /� / EXISTING CESSPOOL TO ' \ / U.P. '. -9 BE ABANDONED & ......... .. . .. 4 �► ` i . >z/ 2 REMOVED IN ACCORDANCE O s \ ; �,� W/ SCDHS STANDARDS �z \ , ��s• o �/�� \. p / � e OF.Q�UFF:'::'; �� ' '' `'o��� •O�V� '•�•��• S \ EXISTING RETAINING WALL �y�1 EXISTING BOATS y HOUSE TO REMAIN �o�•� - ��/�'�' O ? 9 y\ G.F.A. ±331 S.F. TOE OF SLOPE,-� ; Rod o.^f� a'• ' \ "DRY" P� �—EXIST-4� CLEARING - : EX� SCEs j0 y DRY P , i NG.\'j REMO O • , �v �/ — ;03�?J A emu: Co GP0 �,`� _L t60,950 :9 s.\ PROPOSED SILT ONCE24. x / \ o \ EXISTING CESSPOOL TO BE "cl ,9` I �� `�� �• °�-------/'� �'� o• \ \PUMPED AND FILLED WITH ( �� G w i� 1 SAND IN ACCORDANCE W/ \� �\ �__------ SCDHS STANDARDS o� - N 87.46'42" W o�ycc2 \�'��``_ \ \ ---- 30.47 GROIN GROIN ..:1;SiOPIN E G,. R:�'' O� o�A •\ � r � .. .:. :QN:10�:�:�°' �� Fo 9�F V. -RI I G:G EAT '•7f4 :0. :: o TEST \ EXISTfIG 1 TOR HYD. \ G EST HO SEHQ G F.A. _ ,057 S.F. f\ ti S . '::::::::•:::::':; : :::•::::•. \. _ EXISTING TIMBE� \�. EXI TING TON DRI EWAY 8 IM 60 95 S.F \ \ 09. o .':.':.::::. :::'::':: ::'.':::':..:;:::::: :::. ° ''.'.:- WALL TO E3 ( ) TO E RE OV D moo, .'.':...... ....... .. ... ........... .... \\ M 14�u-BLU.F :: _\\Oo REMOVED /� O 1 N �•F` N A :r......:......'::::::..... °s U.P. 10 ..... ...... ... .. .... lop \ r o > W \ 701. c "12 U.P. APPROVED AS PER TERMS .� \ \ AND CONDIT DATE IONS O� \a A' PER MIT NO.I-�f71) :S�D�c fW�����•'3 z v �t Ems_ �\ \ 40 CST __: tD Cy v� �\ .. 0. OF �����\�'��-�o�':':::`:�":``\`��:��'•�a,,..\_ \, Jo. \ � : :.' ` � 09/17/2018 LZ SCDHS COMMENTS 09/12/2018 VAG ..� I '� DATE BY DESCRIPTION APPRVD qT .':.°: ;:::::: ' :.. lbq _ U.P. FR 7S :' N. REVISIONS ...'. :. :. . VANSTON BEAR, LLC C/OANDREW BECK,MEMBER t `> • P.O.BOX 860 SARATOGA SPRINGS NY 12866 �. ��: ':'.\ ''' \ ' \ PROPOSED REDEVELOPMENT PROJECT NOTES ��h .j, \ >„ 5250 VANSTON ROAD,CUTCHOGUE,N.Y.11935 12.41 ACRES 1. LOT AREA: 540,391.47 SQ. FT ( ) SCTM NO.:1000-111.00-10.00-014.000 5 ?�o EXISTING CONDITIONS 2. ZONING DISTRICT: R-40 3. THE SITE FEATURES AND CONDITIONS AS SHOWN ARE BASED UPON TH E SURVEY OF PROPERTY OF 5250 VANSTON ROAD, PREPARED � � ..•``.'..Ij'I�� � � ;.`�"�; `�:�, & DEMOLITION PLAN .,. �•' e� �,�t° ?r'\ ® THE RAYNOR GROUP,P.E.&L.S.PLLC BY KENNETH M. WOYCHUK LAND SURVEYING, PLLC, LAST DATED �°• ,,�` �„ SURVEYORS CIVIL ENGINEERS SITE PLANNERS AUGUST 10, 2017. �, `'>3n '" y !�� DEERFIELD GREEN P.O.BOX 720 WATER MILL,NY 11976 6 4. THERE ARE NO NEIGHBORING WELLS WITHIN 150' OF THE ( 31p2s-7soo � SCALE: 1"=50' :�.= :' . DWG.NO. PROPOSED SANITARY SYSTEMS. �,._.�, :r:,., •� DESIGNED BY: VAG SCALE: 1"=50 5. ELEVATIONS ARE REFERENCED TO THE: NORTH AMERICAN VERTICAL 0 50 100 �, I, zct DATUM OF 1988 (NAVD88). �� �.'��, �`�' 07�:�A 4e. DRAWN BY: LZ DATE: 08/15/2018 C_1 VIVA Ga�61ELLO APPROVED BY: VAG FILE NO.: 3387 PROFESSIONAL ENGINEER NO.073544 I i I 1/2"VENTILATION PIPE B _. SCUM BAFFLE CHAMBER _Volume(gal) Sedimentation Chamber _ 397 2•-1tg" 2'-8g" — '-1" Anaerobic Filtration Chamber 396 20" MANHOLE W/ POLYLOK FIBERGLASS LOCKING o Aerobic Contact Filtration Chamber 181 COVER HDPE RISER AND SAFETY SCREEN ,-RECIRCULATION O Storage Chamber 90 AIR LIFT PUMP Q Disinfection Chamber 6 ISINFECTION Total Volume 1069 CriINDER(OPTIONAL) -1 2 VENTILATION PIPE CHAMBER Volume(gal) JUNCTION MANHOLE — /' i (SEE DETAIL) 24" MANHOLE W/ POLYLOK FIBERGLASS LOCKING 4"INLET PIP 4"OUTLET PIPE SPECIFICATIONS SCUM BAFFLE B T-104 Q1 Sedimentation Chamber 277 4 A Anaerobic Media PP/PE Fillmg Rate 32% Q Anaerobic Filtration Chamber 278 COVER, HDPE RISER AND SAFETY SCREEN 4'—B � ; "4 BoardT eAerobicMedia PVC/PP/PE Filling Rate 17% 2'-'° 2'-7 " -° ' 4 DIA. CLEANOUT YP B '� © Aerobic Contact FdtrationChamber 127 (SEE DETAIL) -® Aerobic Media PP/PE FillingRate 55% SEE DETAIL BELOW m AIR LIFTLATION ® Storage Chamber 63 /' Blower 2 8 cfm aIR LIFT PUMP Q Disinfection Chamber 4 ISINFECTION---EFFLUENT Tank FRP �,;- 'Total Volume 749 FOR GARAGE/BARN SAFETY SCREEN INLET BAFFL ® AIR LIFT PUMP CYLINDER(OPTIONAL) Piping PVC/PP/PE RESIDENCE �i SPECIFICATIONS Access Covers Plastic/Cast Iron 4•INLET PI 4"OUTLET PIPE Disinfectant(Optional) Chlorine Tablets A 4 F.FL. EL. f 37 GRADE: 37z L 4"_° " !^ Anaerobic Media PP/PE Fdhng Rate 3z% GRADE: 37 GRADE: 37 IR INTAKE Q _ Board Type Aerobic Media PVC/PP/PE Fillmg Rate 161. RECIRCULATION PIPE OW BAFFLE Aerobic Media PP/PE Filling Rate 57% FLOW OPENING(TYP. (CLEANING OPENING) B - / Bank 2.8 fm 12 MIN .5 IN " FFLUENT 4" DIA. SDR-35 PIPE 2.5'MAX 6 PRECAST PLAN VIEW INLET BAFF ® AIR LIFT PUMP (1/4"jFT MIN. SLOPE) 4" DIA. SDR-35 PIPE CONCRETE SLAB �- o Access Covers PVC//Cast Iron © Piping PVC/PP/PE (1/4' MIN. SLOPE) 4" DIA. SDR-35 PIPE (1/8"/FT MIN. SLOPE) ISINFECTION Disinfectant(Optional) ChlonreTablets ' INV. INV. CYLINDER(OPTIONAL) 4'MANHOLE RECIRCULATION PIPE LOW BAFFLE � /2"AIR INTAKE 34.78' 34.12' INV. INv INV. INV. BACKFILL AROUND 18"MANHOLE(TYP 18" MANtOLE(TYP 24 MANHOLE(TYP FLOW OPENING(TIP. (CLEANING OPENING) B 2' OF CAST IRON PIPE 34.02' 33.92' 33.75' 33.67' LOW OPENING LEACHING POOLS PLAN VIEW EXTENDING THROUGH 31.s EL. 33.27' S 8 WITH 3' MIN. 11 33 4"MANHOLE FOUNDATION OF BUILDING �1-14» GARD TYPE 18'MANHOLE(TYP 18"MANHOLE(TYP 24" MANHOLE(TYP CYLINDERETION (OPTONAL) COLLAR OF CLEAN l CONTACT MEDIA '" LOW OPENING SAND AND GRAVEL -0 ARD BOTTOM OF TANK EL. 28.83' — —2" — ONTA TYPE FUJI CLEAN MODEL CEN-7 CONTACT MEDIA © ECIRCULATION ® ASSEMBLY 16 V.F. 'i 5'-5" 5'-5` ECIRCULATION OO .O Q ® ASSEMBLY AEROBIC MEDIA 4'-47" 4'-31» 4'-2 • Q 9 NOTE: AERATION ASSEMBLY UTILIZE SANITARY LINE FOR AEROBIC MEDIA TREATMENT TANK VENT. SECTION A—A VIEW SECTION B—B VIEW AERATION ASSEMBLY SECTION A—A VIEW SECTION B—B VIEW BOTTOM EL. 18' SANITARY SYSTEM PROFILE 1 — MAIN HOUSE PRECAST CONCRETE LEACHING POOL FUJICLEAN CEN-7 SPECIFICATIONS FUJICLEAN CEN-5 SPECIFICATIONS NOT TO SCALE (8' DIA. X 16' EFFECTIVE DEPTH) NOT TO SCALE NOT TO SCALE ONE (1) REQUIRED v 3' (MIN) TO GROUND WATER p GROUND WATER EL. = ±13.41 ' (HIGHEST EXPECTED) INDOORS I OUTDOORS JUNCTION MANHOLE SLATE OR OTHER SLATE OR O'HER 4" DIA. CLEANOUT (SEE DETAIL) SUITABLE COVER SUITABLE COVER STOPPER OR STOPPER OR (SEE DETAIL) END PLUG END PLUG GARAGE I CONTROL PANEL I OWTS CONTROL PANEL GARAGE/BARN POWER I NEMA 4X ENCLOSURE GROUND F.FL. EL. f37.5' PANEL PROVIDE TWO 20A 1 LUG #1 ,#12 1 POLE CIRCUIT BREAKER I 2 GIN 4 2 3 7 5 6 G IN GARAGE POWER PANEL I [SCHEDULE 80 NO FIELD CONNECTION GRADE: 37' ..... .:: .............. :...:......... PVC CONDUIT 1 12 1 12 4" DIA. SDR-35 PIPE 4" DIA. SDR-35 PIPE VARIES 2G (1/4"/FT MIN. SLOPE) (1/4"/FT MIN. SLOPE) 2DA I VARIES INV. INV. �NV.O _ TO TREATMENT TANK 20A 34.72' 34.12' � (SEE PROFILE ABOVE) SEWER 2#18 1 12, 2 12, 2' OF CAST IRON PIPE J ( PIPE I 2G # 2G SEWER I° yL.i� ((� EXTENDING THROUGH 2.' FOUNDATION OF BUILDING EL. 33.27' DUPLEX RECEPTACLE INSTALLED IN WP AIR 45' ELBOWS 30' ELBOW WEATHERPROOF ENCLOSURE COMP F. /01 FINISHED GRADE FINISHEDGRADE NOTE: 45' ELBOW UTILIZE SANITARY LINE FOR NOTES: NOTES: 60' WYE ONSITE WASTEWATER M TREATMENT TANK VENT. 1. CLEANOUT DETAIL FOR AREAS NOT PUMP SUBJECT 1. UT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC. TREATMENT SYSTEM ALARM EFFLUENT _ FLOAT SUBJECT TO VEHICULAR TRAFFIC. 2. CLEANOUT DETAIL FOR USE WITH FLOAT PUMP SWITCH 45' BENDS. 2. UT DETAIL FOR USE WITH BUILDING EXTENSION/CONNECTION. SWITCH 45' BE SANITARY SYSTEM DETAIL — GARAGE_/BARN CLEANOUT DETAIL CLEANOUT DETAIL OWTS SINGLE LINE DIAGRAM NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 20" MANHOLE W/ POLYLOK FIBERGLASS LOCKING COVER, HDPE RISER AND SAFETY SCREEN 24" MANHOLE W/ POLYLOK FIBERGLASS LOCKING COVER, HDPE RISER AND SAFETY SCREEN 4" DIA. CLEANOUT GUEST HOUSE (SEE DETAIL) SAFETY SCREEN \ `, F.FL. EL.: f44.5' 4" DIA. CLEANOUT /I 24 GRADE: 43.8' (SEE DETAIL) GRADE: 43.7' NYSDEC APPROVED AS PER TERMS 12" MIN 2.5'MAX 6" PRECAST COVED MANHOLE (AS AND CONDIT1019S OF 4• DIA SDR-35 PIPE CONCRETE SLAB PER SCDHS STANDARDS) PERMIT NO. 4 (1/4'/Fr MIN. SLOPE) 4'DIA SDR-35 PIPE �' �3�" Ott �OOD 1 (1/8•/FT MIN. SLOPE) DATE�0 ZCo Lvt (5�2 INV. INV BACKF LL NG 40.84' 40.63 2 INV• INV. POOLSI WITH RO' MIN. COLLAR ADJUSTABLE LOCKING TYPE 'F' VISUAL 2 OF CAST IRON PIPE 40.47' 40.37' EXTENDING THROUGH 10' 9 6' OF CLEAN SAND AND GRAVEL CAST IRON FRAME AND COVER FOUNDATION OF BUILDING 4'26' GRADE EL. 37' (TO BE WATER TIGHT zsMA( 8" MIN TRAFFIC BEARING BEACON AND INSECT PROOF) r MAX TO MEET AASHTO-1120 SYSTEM "' FOR S.C.D.H.S. USE ONLY CONTROLLER/ALARM ____--------_..------.._..-----------_-...__._-- BOTTOM OF TANK EL. 36.21' 450 GPD TREATMENT TANK STEPS ARE TO BE COPOLYMER JOINT SEALANT TO FUJI CLEAN MODEL CENS POLYPROPYLENE COATED Y2" BE 1" BUTYL RUBBER 09/17/2018 LZ SCDHS COMMENTS(09/12/2018) VAG 12 V.F. STEEL BARS 12" O.C. t FOR ALL JOINTS ELECTRICAL & MAC R AIR BLOWER DATE BY DESCRIPTION APPRVD CONTROL TO BLOWER TO BE HARDWIRED TO REVISIONS NOTE: PROVIDE NON—SHRINKING UTILIZE SANITARY LINE FOR CONCRETE INVERT MAST JOINT SEALANT CONTROL PANEL FORMED TO AT —EL. 34.12 CONTROL WIRING VANSTON BEAR LLC TREATMENT TANK VENT. LEAST 3/4 OF THE 120 VOLT OUTLET TO OWTS COMPRESSED AIR ' DIA. OF THE PIPE I EL. 34.02 CAST IN PLACE FLEXIBLE C/O ANDREW BECK,MEMBER L 5 RUBBER SLEEVE WITH LINE TO OWTS P.O.BOX 860,SARATOGA SPRINGS,NY 12866 r STAINLESS STEEL STRAPS 8'�J �48" I.D.- -1 PROPOSED REDEVELOPMENT PROJECT OR FLEXIBLE RUBBER BOOT 3Fj" MIN. INSULATED 5250 VANSTON ROAD,CUTCHOGUE,N.Y.11935 BOTTOM EL. 28.7' NOTES: BLOWER SCTM NO.:1000-111.00-10.00-014.000 PRECAST CONCRETE LEACHING POOL 1. ALL MANHOLE SECTIONS SHALL CONFORM TO ASTM C-478, — — — — ENCLOSURE _ (8' DIA. X 12' EFFECTIVE DEPTH) LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST t - DETAILS ONE 1 REQUIRED REINFORCED CONCRETE MH SECTIONS. O " (,� ( ) 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3 OR 4' \�G��yT GA,/�/^ HEIGHTS, AS REQUIRED. ,, 3. LOADING TO CONFORM TO AASHTO H-20 LOADING GRADE � J . x, THE RAYNOR GROUP,P.E.&L.S.PLLC , �. 3' MIN TO GROUND WATER 4. ALL CONCRETE IS TO MEET 4000 PSI AT 28 DAY SET. co ��( �0 SURVEYORS CIVIL ENGINEERS SITE PLANNERS GROUND WATER EL. = f13.41 ' (HIGHEST EXPECTED) 5. OUTLET PIPE TO BE SET 0.1' MIN BELOW INLET PIPES. w �,. �I„ Ir ® DEERFIELD GREEN P.O.BOX 720 6. THE MAX CHANGE IN EL, BETWEEN INLET AND OUTLET I <<;' `_ lla ; WATER MILL,NY 11976 (631)726-7600 INVERT(S) SHALL BE NO GREATER THAN 2 FEET. — �^' DWG.NO. �y DESIGNED BY: VAG SCALE: N.T.S. 0735�� SANITARY SYSTEM PROFILE 2 — GUEST HOUSE CONCRETE ACCCESS/JUNCTION MANHOLE CONTROL PANEL AND BLOWER DETAIL �� r�,1a�t�v DRAWN BY: LZ DATE: 08/15/2018 C_3 NOT TO SCALE NOT TO SCALE NOT TO SCALE VINCENTA.GAUDIELLO APPROVED BY: VAG FILE NO.: 3387 PROFESSIONAL ENGINEER NO.073544 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . .r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . tc�l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . U.P. . . . . . . . . . . x . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... 0 E . . . . . . . . . . . . . .. .. .. . . . . . . . . . . IN . . . . . . . . . . . . . . . . . . .. .. .. . .. . . . . . . . . . 1-00' . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . 01 . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. .. .. .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. . . . . . .. . . . . . . . . . . . . . . . . . 3�1 . . . . . . . . . . . . . . . . . . .. 0I s . . .. . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . FOR S.C.D.H.S. USE ONLY � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... PRO 16� FENCE 0 . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . \O \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 GRADE EL.: ±37.0' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MIXED SAND . . . . . . 20 AND LOAM (SC) . . . . . . . . . . . . . . . . . . .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1_3 ... . . . . . PROPOSED WATER E R SLOPING.'EQUAL'.OR.'. . . . . .. PROPOS EL. 35.0' CLEARING CALCULATIONS . . . . . . . . . . . . . . . . . . . . . c", , , * . . . . . GREATER -THAN -20%-------. . . . . . . . O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �-� \ LOT AREA ±5410,391 S.F. . . . \. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BROWN SILTY . . . . 1\. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AREA OF ALLOWABLE CLEARING Z�l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . SANDS (SM) . . . . . . . . . . . . . . . . . . . . . . . . . . ±540,391 S.F. X 15% ±81:,059 S.F. \ . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . 3 I \/ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ \ EXISTING CLEARING ±60,950 S.F. (11.3%) . . . . .�l. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED GRAY L DRIVEWAY EL. 34.0' PROPOSED ADDITIONAL CLEARING = ±13o659 S.F. (2.5%) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U.P. ul 36'- PALE BROWN TOTAL PROPOSED CLEARING . . . . . . . . . . . . . . . 14' . . . . . . FINE SAND (SP) . . . . . . . . . . . . . . % do CP. ±60,950 S.F. + ±13,659 S.F.= ±74,609 S.F. (13.8%) . . . . . . . . . . EXISTING-GARAGE TO -.2 . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . L \/ ' \ . . . . . . . . . . . (3 x -i- EXISTING CLEARING LIMIT AS PER KENNETH M. WOYCHUK LAND SURVEYING, PLLC. . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . ... . . . E---RtMOVED (DASHED) EL. 20.0' . . . . . . . . . . . . . . . . x�.7�7 U.P. CUT & FILL CALCULATIONS . . . . . . . . . . . . . . . PROPOSED DRAINAGE TEST HOLE . . . . . . . 1 r.3).BX5' LEACHING - DUG BY MCDONALD GESOCIENCE . . . . . . . . . . . . . . . . OOLS- FOR GRAVEL . . . . . . . . . . . . . . . . . . . . . . . J" . . . . . . . . . . . . . . . . . . . . . . . . . VOLUME OF EXCAVATION TO CONSTRUCT PROPOSED GRADES: 2,700 C.Y. APRIL 20, 2018 . . . . . . . . . . . . . 1,300 C.Y. ... . . . . . . . . . . . . . . . . . . . . . . . DRIVEWAY GARAGE/BARN t - (NO G.W. ENCOUNTERED) VOLUME OF FILL TO CONSTRUCT PROPOSED GRADES: /I \ VOLUME OF MATERIAL TO BE EXPORTED: 1,400 C.Y. . . . . . . . . . . . . . . . . . . . . . . . /.'(3 CATCH BASINS /N /A 0 . . . . . . . . . . . . . . . . . . . . . . . . . . THE CLOSEST USGS MONITORING WELL LOCATED IN THE VOLUME OF SOIL MATERIAL TO BE REMOVED FROM THE SITE AFTER or.. 1.9L. MIN. 113.3' RECORDED GROUNDWATER ELEVATION AS 13.41' THE TOWN OF SOUTHOLD LISTS THE HIGHEST ESTABLISHING PROPOSED GRADES IS APPROXIMATELY 1,400 CUBIC YARDS. . . . . . . . . . . . . . .. . . . . . IV ABOVE THE SPECIFIC VERTICAL DATUM THE VOLUME OF FILL AND EXCAVATION INDICATED HEREON IS BASED ON VHF r , / / �� i I 1 \ \ USGS WELL NO. S 91814.1\ GEOMETRIC VOLUME CALCULATIONS AND IS APPROXIMATE. NO ATTEMPT HAS BEEN zk I /,I MADE TO FACTOR FOR COMPACTION, SPILLAGE AND OTHER VARIABLES. 4� cy OD "I W COVERAGE CALCULATIONS L\ 8)( j = ±540,391 S.F. PROPOSED\RETAINING WALL LOT AREA = ±215,437 S.F. � TOE OF SLOPE I> 10,11, IIN. 5' HIGH X 52\3' LONG AREA OF BUILDABLE LAND XISTI G -EARIN MIT = ±43,087 S.F. (20%) T.W. 47.5 iy \ ALLOWABLE BUILDING COVERAGE 60,950 S.F.) B.W. 42.5 EXISTING BUILDING COVERAGE: A 0 PROPOSED RETAINING WALL 7 , i\ L , I- MAIN HOUSE = ±3,077 S.F. PROPOSED WATER ERVICE p 4.5' HIGH X 26.65' LONG GUEST HOUSE = ±1,057 S.F. Z�l -10 -42 = ±1,007 S.F. <0 cl- GARAGE PROPOSED SANITARY-SYSTEM 8X5 B.W. 38'0 BOAT HOUSE = ±331 S.F. _4(1) F Jf'CLEAN CEN--7---TRREATM PROPOSED DRAINAGE TOTAL = ±5,472 S.F. (2.5%) -M b ;qp� 51 q vp �lj R �'l� NK, JUNCTION ANHOLE-,;--&--( (1) 8X3 LEACHING POOL X 164 DEEP LEACHING U.P. PROPOSED BUILDING COVERAGE: POOL FOR GUEST-HOUS L__/ PROPOSED FUJI CLEAN CONTROL MAIN HOUSE = ±2,202 S.F. R /OM FOR-50% EXPANSION pr I ___�--I--- \Q = ±442 S.F. --PER OWNER) PANEL AND GFCI OUTLET MOUNTED ____o MAIN HOUSE PORCH = ±1,057 S.F. IZtb AS 8X8 ON WOOD POST (CONNECT TO EXISTING RETAINING kL PROPOSED, WATER SERVICE GUEST HOUSE 0-)GARAGE POWER SUPPLY) 2 GUEST HOUSE DECK = ±339 S.F. .3, GARAGE/BARN = ±1,479 S.F. 8.4 ROPOSED SANITARY\SYSTEM POOL = ±891 S.F. 28.8' -FUJI CLEAN CEN-\5 TREATMENT TANK 'PROPOSED MAC1,00R BLOWER-W/ lN � 1_�� (1)' 1 POOL DECK = ±670 S.F. CO INSULATED ENCLOSURE TO BE 8.6`� EXISTING 1 STORY & (1) '8""DIA- X 12' DEEP LEACHING\POOL POOL EQUIPMENT BUILDING = ±60 S.F. 0 2 8X3 FRAME_GUEST HOUSE HARDWIRED TO CONTROL PA BOAT HOUSE = ±331 S.F. cl:)v -,PROPOSED, \ I Wo 4 INTERIOR TO BE RENOVATED W/ ROOM FOR 50% EXPANSION ': 3 EXISTING/PROPOSED BEDROOMS TOTAL = ±7,471 S.F. (3.5%) . . . Aj. ±35' TO It-NCLOSED jRO`RCH PROPOSED ELECTRICA c1l BLUFF 4 04 PROPOSED.-PUBLIC WATER 109. C�,(,/ x EL. 37.5 T��TMEN�T ir LINE/CONDUIT-FROM TO CONTR!01_�NEL - F.FL. 44.5 -!k DRAINAGE CALCULATIONS X LINE/CONDUIT-FR_CM 27' 1 \\ \\ �pl 19.5' G.F.A.,±1,057 S.F, PRO OSED DRAINAG MAIN HOUSE: ±45' TO' PROPOSED ON-GRADE 29.5' PROPOSED A P-PLY-LKI; ROOF = ±2,644 S.F. X 1.0 X 2" = 440.7 C.F. BLUFF WOOD DECK EL. 44 Ln 2.4" C.O. (1) X3 LEACHING/POOL TERRACES = ±1,200 S.F. X 0.9 X 2" = 180.0 C.F. 1 :E339 S.F. N FOR RAVEL DRIVEWAY TOTAL = 620.7 C.F. 19 TO--< 4- 25.0' 10* USE (2) 8' DIA. X 8' DEEP LEACHING POOLS = 675.8 C.F. L FF db Ryl P OPOSED G AVEL DRIVEWAY 40------------ F.FL. FE GRAVEL DRIVEWAY = ±3,760 S.F. X 0.6 X 2" = 376.0 C.F. . . . ,8 0 \37 / 4• I \ �s N 110, GARAGE/BARN = ±1,479 S.F. X 1.0 X 2" = 246.5 C.F. C 'o. z N TOTAL = 622.5 C.F. 7 A' USE (3) 8' DIA. X 5' DEEP LEACHING POOLS = 633.6 C.F. PROPOSED ELECTRICAL SLIP P D E ICAL C.O. S LINE/CONDUIT/'PROM TREATMENT GUEST HOUSE: . . . . . > LIMIT OF FLOOR '-RROPOSED LANDSCAPE WALL TANK TO CONTROL PANEL/r--/ ROOF = ±1,057 S.F. X 1.0 X 2" = 176.2 C.F. < ELEVATION u HETT VARIES WITH GRADE �u, /I/ \<1 C) . . . . . . . AA LENGTH = 67' PROPOSED AIR SL YAINE GRAVEL DRIVEWAY = ±392 S.F. X 0.6 X 2" = 39.2 C.F. . . . . . . . 10, N. JIRO T.W. 46.0 �/ TOTAL = 215.4 C.F. . . . . . . . -10 �;�<s�. USE (2) 8' DIA. X 3- DEEP LEACHING POOLS E WISH DE PROPO UJI C A = 253.4 C.F. B.W. S 0 cil. LE �N CONTROL/PANEL __ 38, PROPOSED DRAINAGE 7 e; Cl OUTLET/MOUNTED ON,,Iyvuuu / \� POOL EQUIPMENT STORAGE BUILDING: (11 OF 2) 8X8 LEACHING 1, OST (CONNECT TO POOL EQUIPMENT .0 POOL BACKWASH = ±891 S.F. X 5% X 5 = 222.8 C.F. . . . . . . . F.FL. STORAGE BUILDING POWER SUPPLY) \ �'� 22.8' POOLS FOR MAIN HOUSE ROOF = ±60 S.F. X 1.0 X 2" = 10.0 C.F. . . . . . . . . . . . 35 TEST PROPOSED MAC TOTAL = 232.8 C.F. EXISTING. . . DWE 80R BLOWER ' " * ' ' i DIA. X 6' DEEP LEACHING POOL = 253.4 C.F. . . . HOLE INSULATED/ENCLOSURE TO BE V. USE (1) 8 HARDWIRED TO CONTROL PANE T -.BE. OVEP L) 8X8 8X6 HYD. . . . . . . . ASHED) PROPOSED POOL EQU/IPMENT SANITARY SYSTEM 1 MAIN HOUSE & GARAGE/BARN 4; BUILDING F.FL. -----36-- STORAGE 34 y 0 BEDROOMS A. TREATMENT TANK STORY 'DR PROPOSED 2 SfO�RY Z� THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. HOUSE W/ BASEMENT F.FL 42 0 MAIN HOUSE: FOUR (4) BEDROOMS X 110 G.P.D. PER BEDROOM = 440 G.P.D. U.h I A. ±60 S.F. GARAGE/BARN: TWO (2) SCDHS BEDROOM EQUIVALENTS X 110 G.P.D. PER BEDROOM = 220 G.P.D. 4 BEDROOMS R N Y S D E C P POSED PUBLIC WATER OSED RETAINING WALLA APPROVED AS PER TERMS TOTAL = 660 G.P.D. F.A. ±2,202 S.F. EXI�, ING CLEARING LIMIT 11 T TAN K . . . . . . . . 2.5 HIGH X 9.5�_LON�G AND CONDITIONS OF USE ONE (1) FUJI CLEAN CENT TREATMENT . . . . . . . ±3 To T.W. 36.5 (±6;,950 S.F.) . . . . . . . . . .. T, BLUFF B�W,-Z4-.0 PERMIT NO, -7 -3 00 i+Lty/(joo n B. LEACHING SYSTEM . . . . . . j. . . I PROPOSED ON-GRADE DATE IQ4 . . . . . . . PROP SED DR NAGE THE QUANTITY AND SIZE OF THE LEACHING SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL . . . . . . . .. . . . . . . ... . . . . . SIDEWALL AREA FOR A FIVE (5) OR SIX (6) BEDROOM RESIDENCE. . . . . . . . . . . . . . . . . ONCRIETE TERRACE 0 1 (1) 8 6 LEACHING POOL . . . . . . LEACHING FOR POOL EQUIPMENT THEREFORE, 400 S.F. / 25.1 S.F./V.F. 15.9 V.F. . . . . . . . . ±14 .To USE ONE (1) 8- DIA. X 16' DEEP LEACHING POOL = 16.0 V.F. . . . . . . . . . STORAGE BUILDING & POOL . . . . . . . . . . . . . . . . . . . . . ±2 O�BW 0 EQUIPMENT BACKWASH C77 . . . . . . . . . . . . . . . . . . . . . X, . . . . . . . . . . . . . . . . . . . . .. .. .. . . . . . . . c1l 0) GUEST HOUSE . . . . . . . . . . . . . . . . . . c)-1 +, 41 SANITARY SYSTEM 2 . . . . . . .. EXISTING TIMBEa"A I I :.�- ��- t_j SCALE: 1"=20' I 1 0 A. TREATMENT TANK . . . . . . . . . . . . . . . . . . E-REMOVED (DASHED) "J, x1l,. . . . . . . . . . . . . . . . . . . . . . . . . 1 \ i PROPOS�D CONTO R 0 20 40 60 THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. REA-SLOPINqj-QUAL-.-OR-�- .,.'. 61 THREE (3) BEDROOMS X 110 G.P.D. PER BEDROOM = 330 G.P.D. (DASHED) �- GREATER-THAN-207. . . . . . . . . . USE ONE (1) FUJI CLEAN CEN5 TREATMENT TANK (450 G.P.D. RATED CAPACITY) . . . . . . . . . R. -N.�O . . . .. . ISINO'.GRWER41HIA . . . . . . . . . . . . . . . . . . . . . PROPOSED CLEARI LIMIT . . . . . . . . . . . . . . . . . . . . B. LEACHING SYSTEM . . . . . . . . . . . . 10 THE QUANTITY AND SIZE OF THE LEACHING SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL PROPOSED 4' HIGH POOL FE CE TO . . . . . . . . . . . . . . . . .. . . . . 11.9 V.F. . . . . . . . . .. SIDEWALL AREA FOR A ONE (1) TO FOUR (4) BEDROOM RESIDENCE. .. . . . . . . . . . . . . . . . . . . \ 3 \ THEREFORE, 300 S.F. / 25.1 S.F./V.F. MEANDER HRO H XISTING 09/17/2018 LZ ]::GUEST HOUSE RENOVATION&SCDHS COMMENTS(09MM018) VAG UGH USE ONE (1) 8' DIA. X 12- DEEP LEACHING POOL = 12.0 V.F. PROPOSED SILT FENCE VEGETAT SEL. . . . . . . . . . . \ \ \ \ TATIO EL LATCHIN GATES DATE BY DESCRIPTION APPRVD . . . . . . . . . . THE FUJICLEAN MODEL CEN5 & CEN7 TREATMENT TANKS DO NOT UTILIZE ANY ADDITIONAL VENT REVISIONS PIPES. THE CEN5 & CEN7 VENT THROUGH THE MAIN SANITARY LINE AND HOUSE VENT. . . . . . . . . . . . . I w . . . . . . . . . . . . VANSTON BEAR, LLC NOTES C/O ANDREW BECK,MEMBER P.O.BOX 860,SARATOGA SPRINGS,NY 12866 1. LOT AREA: 540,391.47 S.F. (112.41 ACRES) •.•.•...•.•.•.•.•.•.•.• TOE OF SLOPE Y- �z ZZ 2. ZONING DISTRICT: R-40 7" ' - - - 11 , ./ . 70, �- x PROPOSED REDEVELOPMENT PROJECT 9z ol 5250 VANSTON ROAD,CUTCHOGUE,N.Y.11935 3. THE SITE FEATURES AND CONDITIONS AS SHOWN ARE BASED UPON . ... . . . . / / THE SURVEY OF PROPERTY OF 5250 VANSTON ROAD, PREPARED SCTM NO.:1000-111.00-10,00-014.000 BY KENNETH M. WOYCHUK LAND SURVEYING, PLLC, LAST CATED . . . . AUGUST 10, 2017. \ 7,� - _ . . _ \ \ S SITE PLAN A .n 4. OF q/ PROPOSED SANITARY SYSTEMS. THE RAYNOR GROUP,P.E.&L.S.PLLC ./_ /I.1.1. . . . . . . . . . . . THERE ARE NO NEIGHBORING WELLS WITHIN 150' OF THE . . ... . . . �Nkl GAt 'R- oo SURVEYORS CIVIL ENGINEERS SITE PLANNERS 5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DEERFIELD GREEN P.O.BOX 720 DATUM OF 1988 (NAVD88). 0 . . . . . . . . . . . . . . . . . . . . WATER MILL,NY 11976 (631)726-7600 S ING -EQUA R CLEARING PROPOSED WITHIN 100 N OZ. D BY: VAG SCALE: 1"=20' DWG.NO. 6. APPROXIMATELY ±9,074 S.F. OF CLEARGREATER DESIGNED FEET OF THE TOP OF BLUFF OR BANK. . . . . . . . • �11_1 J�t . . . . . . S!•G,-GR TER-T-AN ..21]'�z EA S( \ �` o NN DRAWN BY: LZ DATE: 08/15/2018 . . . . . . 073 C-2 7. AREA OF DISTRURBANCE ±72,115 S.F. �' \ \ \ .. . . . .. . . ING 7CGA VAG APPROVED BY: FILE NO,: 3387 AL' E ' PRO SIO NEVER .073544 . . . . . . . . . . \ 1> 11 -,4 . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . -po- - A N A . . . . . . . . . . . . . . . . . . . . . . . . . . 0 U.P. rG (JA 0 'Z E . . . . . . . . . . . . . . . .. .. .. .. .... . . . . . . . . . W . . . . . . . . . . . . . . . . . . .. .. .. . . . . . . . . . �i-0 0, .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . /. j i ; Q . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . � � . . . . . . . . . . . . . . . Z (-P FOR S.C.D.H.S. USE ONLY s . . . . . . . . . . . ..... . . . . . . . . . . Z' ................. SILT FENCE. . . . . . . .. PROPOSED, . . . . . . . . . . .. . . . . 0 go . . . . . . . . . . . . . . . . . . . . 5�1 . . .\. - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . ... . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . CLEARING CALCULATIONS . . . . . . . . . . . . . . 0 . . . . . . . . . . . .---- - - - - - - - - GRADE EL.: ±37.0' x . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LOT AREA ±540,391 S.F. . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . AREA OF ALLOWABLE CLEARING . . . . . . . U*) MIXED SAND . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AND LOAM (SC) ±540,391 S.F. X 15% = ±81,059 S.F. . . .\. 2' . . . . . . . . . . . . . . . . . . . . . >, . . . . . . . . . . . . . . . . . . . . . . . . EXISTING CLEARING = ±60,950 S.F. (11.3%) . . . . . . 'EQUAL'.OR.'.'. . . . .. -SERVICE . .AREk SLOPING. i, ER. . . . . . . . . . . . . PROPOSED WAT EL. 35.0' . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . .GREATER -THAN -20%- . . . . . . . . . . . . PROPOSED ADDITIONAL CLEARING ±13,659 S.F. (2.5%) . . . . . . . . . . . . ........ . . . . . . . . . . . . . . . . . . . . . . . ; '.'. . . . . . . . . . . . . . . . . . . . ------ BROWN SILT'' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOTAL PROPOSED CLEARING . . . . . . am �� \ SANDS (SM) 0 / ,' // IIf- ±60,950 S.F. + ±13,659 S.F.= ±74,609 S.F. (13.8%) . . . . . . . . . . . ://. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED. . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . ... P/. i \ ; EL. 34.0' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING CLEARING LIMIT AS PER KENNETH M. WOYCHUK LAND SURVEYING, PLLC. . . . . . . . . . . . . . . . . . . . . . . 'PROPOSED DRAINAGE U.P.ZZ D GRAVEL DRIVEWAY . . . . . . . . . . . . . . .. . . . . . . . . . . . PALE BROWN CUT & FILL CALCULATIONS . . . . . . . . . . . . . . . . . .'.,-/. . . . . . . . . . (1) EX10 LEACHING POOL 40 . . . . . . . . . . . . . . . . . . . . . . . . . . . ..I.. . . . . . . . . . FINE SAND (SP) . . . . . . . . . . . . . . . . FOR -ANDSCAPE AREA 1 VOLUME OF EXCAVATION TO CONSTRUCT PROPOSED GRADES: 2,700 C.Y. :28. . . . . . . . . . . . . . . .z. . . . . . . . . . . . . . GRATE,EL-.' 38.5 . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . If- VOLUME OF FILL TO CONSTRUCT PROPOSED GRADES: 1,300 C.Y. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . VOLUME OF MATERIAL TO BE EXPORTED: 1,400 C.Y. 2 .. . . . . . . . . . . . EXISTING GARAGE TO . . . . . . . t:.. . . . . . . . . . . . . ... . . BE-REMOVED (DASHED)' ZNV EL. 20.0' THE VOLUME OF SOIL MATERIAL TO BE REMOVED FROM THE SITE AFTER . . . . . . . . . . . . . . . . . . . . ESTABLISHING PROPOSED GRADES IS APPROXIMATELY 1,400 CUBIC YARDS. , * * , * . . . . . . . . . . .'.'-'0R-0P6tEb'-bRAINAGE U.P. TEST HOLE . . . . . . . . . . . . -----------* . . .... . . . . . . . .(1 'OF"3),.8X`5' LEACHING. . . . . . . . . . . . . . . . . . . . . ---- DUG BY MCDONALD GESOCIENCE . . . . . . . . . . . . . . . . . . . . . x- POOLS- FOR GRAVEL Z\ X1 THE VOLUME OF FILL AND EXCAVATION INDICATED HEREON IS BASED ON A APRIL 20, 2018 GEOMETRIC VOLUME CALCULATIONS AND IS APPROXIMATE. NO ATTEMPT HAS BEEN . . . . .. . . . . . . . . . . . . . . DRIVEWAY GARAGE/BARNII� . . . . . . . . . . . \j / �� 1 \ (NO G.W. ENCOUNTERED) . . . . . . . . . . . . . . . . . . . (3) CATCH BASINS Z MADE TO FACTOR FOR COMPACTION, SPILLAGE AND OTHER VARIABLES. . . .. . . . . . . . . . • 0 . . . ...- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 01 THE CLOSEST USGS MONITORING WELL LOCATED IN I V, 0 THE TOWN OF SOUTHOLD LISTS THE HIGHEST I \ 113.3' RECORDED GROUNDWATER ELEVATION AS 13.41' OF. . . . ......... . . . . . ... . . . . . . . . . . . . . . ... I % 4. %COVERAGE CALCULATIONS . . . . . . . . . . . . . . . . Z' 1 01 1 ^� \�\ \ ABOVE THE SPECIFIC VERTICAL DATUM . . . . . . . . . . - . . /f", I I . . . . . . . . ") ,/ USGS WELL NO. S 91814.1 LOT AREA = ±540,391 S.F. / z tw 38 0 AREA OF BUILDABLE LAND = ±215,437 S.F. x" -38.0 Q) ALLOWABLE BUILDING COVERAGE = ±43,087 S.F. (20%) z /I - gPN I�X� I OD EXISTING BUILDING COVERAGE: 8X5 01 3 MAIN HOUSE = ±3,077 S.F. GUEST HOUSE = ±1,057 S.F. )TOE OF SLOPE 10" 'MIN. \\ GARAGE -61 L11 !� / :\ 11 T.W. 4 0 PROPOSED 523'--LONG RETAINING WALL ±1,007 S.F. • • 7��EXISfING-CLEARING M�f B.W. ;t HEIGHT VARIES WITH-GRADE - 4.0 (16 BOAT HOUSE = ±331 S.F. O,950 S,F TOTAL = ±5,472 S.F. (2.5%) W. 1b' CYI 0 PROPOSED RETAINING WALL PROPOSED BUILDING COVERAGE: PROPOSED WATER x�,7 R) r-SERVICE �y 4' HIGH X 26.65' LONG 202 S.F.MAIN HOUSE = ±2,, MAIN HOUSE PORCH B.W. 38.0= ±442 S.F. 8X5 --T.W42�0 GUEST HOUSE = ±1,057 S.F. T.W. 46.0 \c, 46*0 GUEST HOUSE DECK = ±339 S.F. B.W. PROPOSED DRAINAGE (1) 8X3 LEACHING POOL GARAGE/BARN = ±1,479 S.F. z (D tp -HOUSE x5 -* -- U.P, FOR GUEST POOL = ±891 S.F. POOL DECK = ±670 S.F. \ I\ �` \___-_ 8X8 EXISTING RETAININQ-WALL = ±60 S.F. PROPOSED WATER SERVICE POOL EQUIPMENT BUILDING BOAT HOUSE = ±331 S.F. PROPOSED DRAINAGE CIO 4. 0) TOTAL = ±7,471 S.F. (3.5%) 4>- 8X2 LEACHING POOL 24.3' DRAINAGE CALCULATIONS FOR LANDSCAPE AREA 2 -- PROPOSED SANITARY;SYSTEM GRATE EL. 44 20.2' .8,28 (1)-FUJI CLEAN CEN-5 TREATMENT'TANK & (1) 8' DIA X 12' DEEP LEACHING POOL MAIN HOUSE: �O 8.6" EXISTING 1 STORY ----------.f]RAME-1GUEST HOUSE ; �� W/ ROOM FOR 50% EXPANSION ROOF = ±2,644 S.F. X 1.0 X 2" = 440.7 C.F. INTERIOR TO BE RENOVATED TERRACES = ±1,200 S.F. X 0.9 X 2" = 180.0 C.F. clsv k). ±35' TO POSED,, 8X3 ----- 3 EXISTING/PROPOSED BEDROOMS 'ENCLOSED PORCH TOTAL = 620.7 C.F. . . . BLUFF C� PORC C\Q PROPOSED--PUBLIC WATER EL. 37.5 CP 109.4' USE (2) 8' DIA. X 8' DEEP LEACHING POOLS = 675.8 C.F. . . . . ------- F.FL. 44.5 19.5' G.F.A.,,*1,057 S.F. PRO OSED DRAINA LANDSCAPE AREA 1 = ±23,477 S.F. X 0.11 X 2" = 391.3 C.F. 45' TO/ PROPOSED ON-GRADE 29.5 R G� USE (1) 8' DIA. X 10' DEEP LEACHING POOL = 422.4 C.F. BLUFF WOOD DECK EL 114 2.4" C.O. (1) X3 LEACHING/POOL S.F.±339 FOR RAVEL DRIVEWAY LANDSCAPE AREA 2 ±3,313 S.F. X 0.1 X 2" = 55.2 C.F. 19' TO-,/\ -------40 25.0' 10, 8X3 PROPO§n).- ON WOOD POST ZGQNNECT TO Oo, GRAVEL DRIVEWAY ±3,760 S.F. X 0.6 X 2- USE (1) 8' DIA. X 2' DEEP LEACHING POOL = 84.5 C.F. . . . L F 7 -40--------------- EUJICLEAN CONTROL P OPOSED G�AVEL DRVEWAY F.FL. 00, PANEL AND ��I OUTLET MOUNTED--- FE "\37 = 376.0 C.F. . . . �$ Is, GARAGE/BARN ±1,479 S.F. X 1.0 X 2" = 246.5 C.F. GARAGE POWER SUPKY 2' C TOTAL = 622.5 C.F. 7.6' USE (3) 8' DIA. X 5' DEEP LEACHING POOLS = 633.6 C.F. /r PROPOSED MAC10OR BL6WER W/ PROPOSED ELECTRICAL PROPOSED LANDSCAPE WALL INSULATED ENCLOSURE (Tb, BE LINE/CONDUIT:FROM TREATMENT > OP LIMIT OF FLOOR HEIN4,T VARIES WITH GRADE----� s GUEST HOUSE: . . . . . HARDWIRED TO CONTROL PANEL) IN TANK TO CONTROL PANEL/ ROOF = ±1,057 S.F. X 1.0 X 2" = 176.2 C.F. < ELEVATION LENGTH = 67' 7,A • GRAVEL DRIVEWAY = ±392 S.F. X 0.6 X 2" = 39.2 C.F. 32.e \11 T.W. 46.0 "!I PROPOSED AIR S Y/LINE . . . . . . . t'l \ -B.W.--SLOPE�kWITH GRADE 10, M�N TOTAL = 215.4 C.F. -10 USE (2) 8' DIA. X 3' DEEP LEACHING POOLS = 253.4 C.F. . . . . . . . 0 C.0 PROPO UJI CLEAN CONTROL.-PANEL 38\ CI OUTLET.MOUNTED ON/WOOD PROP(JSED DRA AGE 08T (CONNECTJO POOL EQUIPMENT .0 POOL EQUIPMENT STORAGE BUILDING: . . . . . . . . e? POOL BACKWASH ±891 S.F. X 5% X 5' 222.8 C.F. . . . . . . .. . .. . F.FL. (1 OF 2)\8X8 LENHING 22. POOLS FOFtMAIN HOtIISE STORAGE BUILDING POWER SUPPLY) ±60 S.F. X 10.0 C.F. 35 TEST ROOF 1.0 X 2" OS�Q % PROPOSED MAC80RBLOWER W/ TOTAL 232.8 C.F. EXISTING NG HOLE ,ez INSULATED/ENCLOSURE (TO BE W.V. DIA. X 6' DEEP LEACHING POOL 253.4 C.F. USE (1) 8 . . . . TI A TO BE R VED PROPOSED 2 STORY ---------- HARDWIRED/ED TO CONTROL PANEL)l ------------------- ---------- // HYD. ------- PROPOSED POOL EQUIPMENT SANITARY SYSTEM 1 MAIN HOUSE & GARAGE/BARN . . . . . . . . DASHED) HOUSE W/ BASEMENT'' ho 6 v, . .. . . . 4,BEDROOMS F.FL 01 STORAGE BUILDING ----- 8X8 PROPOSED'PUBLIC WATER 34* 1 93 0 BEDROOMS A. TREATMENT TANK G.F.A. ±2,202 S.F. IN. "3 "DR SIGN FLOW. SLIP THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DE 20 '1 ;''MAIN HOUSE: FOUR (4) BEDROOMS X 110 G.P.D. PER BEDROOM = 440 G.P.D. . . . ?113? ll F.F�'. 42 0 EXISTING TIMBER WALL TO /, X MIN. G.F�. ±60 S.F. GARAGE/BARN: TWO (2) SCDHS BEDROOM EQUIVALENTS X 110 G.P.D. PER BEDROOM = 220 G.P.D* BE REMOVED (DASHED) ; �� = 660 G.P.D. TOTAL le� EXISTING CLEARING LIMIT T TANK . . . ±39' TO -boo <,\ USE ONE (1) FUJI CLEAN CENT TREATMENT . \ x / 1 -11 .1 (±66�950 0 7-bp� BLUFF -56,- "ll -- / � \ - B. LEACHING SYSTEM -- ----- - PROP C\1 (1) LEACHING POOL Bldg Dept copy from ZBA OF e SIDEWALL AREA FOR A FIVE (5) OR SIX (6) BEDROOM RESIDENCE. 0 ,1- THE QUANTITY AND SIZE OF THE LEACHING SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL 8�SEDSDRA NAGE 6 Y 0, l - / 0��\Co. FOR POOL EQUIPMENT Final reviewed doqu;nents THEREFORE, 400 S.F. / 31.4 S.F./V.F. = 12.7 V.F. . . . . . . STORAGE BUILDING & PO ZDA I'll . . '-- - ±14'•TO ' LWU F OL # DIA. X 13' DEEP LEACHING POOL = 13.0 V.F. . . . . . . . . . . . . . . . -'0 A, USE ONE (1) 10 . . . . . . . . . . . . . . . . . . ±2 --TG-BLUFF EQUIPMENT BACKWASH Date: 6/ 1 . . . . . . . . . . PROPOSED SANOXRY ST 0) . . . . . . . . . . . . . . 1) FUJI CLE.,W/ CEN T MENT SANITARY SYSTEM 2 - GUEST HOUSE . . . . Tcxn- CYA 4�- . . . . . . . . . . PROPOSE-D'ON-GRADE / ;- . . . . . . . . . . . . TANK, (1) )ON6 OLE, & (1) \� SCALE: 1"=20' A. TREATMENT TANK . . . . . .. -CONCRETE TERRACE 0 . . . . . .. 10 DIA.DIA. X, 13' DEEP L HING POOL THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. W/ ROOV FOR 515% EX 'NSION PROPOSED 0 20 40 60 . . . . . . . . . . . . . --- I .- - - ---. .---. .---. .7 -----------PROPOSED RETAINING,WALL", (OVERSIJED AS'PER 0 ER) OS D CONTO�R THREE (3) BEDROOMS X 110 G.P.D. PER BEDROOM = 330 G.P.D. (DASHED) T TANK (450 G.P.D. RATED CAPACITY) AREA SLOPING -'OR --9.5' LONG . . . . . . . . . _--�2.5' HIGH -X USE ONE (1) FUJI CLEAN CEN5 TREATMENT . . . . . . _SLOPING T.W., 36.5 06 Sl B. LEACHING SYSTEM PROPOSED CL NG, LIMIT GREATERJHAN ....... . . . . . . . . B.W. '34 0 ISING-GREATER THAN 0`- CLEARING A 12/11/2018 VAG THE QUANTITY AND SIZE OF THE LEACHING SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL . . . . . . . . . PROPOSED ELECTRICAL `�Nzr LZ NO CHANGE . 7. . . . . . . . ... - ---------- . . . . . . . . . . (CONDUIT FROM SIDEWALL AREA FOR A ONE (1) TO FOUR (4) BEDROOM RESIDENCE. LINE/ PROPOSED 4' HIGHiPOOL FE CE To 10/26/2018 LZ MAIN HOUSE SANITARY SYSTEM VAG AIN RESIDENC� . . . . . . . . . . . . . . . . . . . . . . . . . . 09/17/2018 LZ GUEST HOUSE RENOVATION&SCDHS COMMENTS(09/12/201B) . . . . . . PA --TO' ...... VAG THEREFORE, 300 S.F. / 25.1 S.F./V.F. 11.9 V.F. . . . . . . . �LEL MEANDER HROUGH EXISTING USE ONE (1) 8- DIA. X 12' DEEP LEACHING POOL = 12.0 V.F. . . . . . . . . . . DATE . . . . . . . PROPOSED AIR V PROPOSED SILT FENCE VEGETATION W/ SEIr� LATCHING GATES SUPPLY L BY DESCRIPTION APPRVD THE FUJICLEAN MODEL CEN5 & CEN7 TREATMENT TANKS DO NOT UTILIZE ANY ADDITIONAL VENT -�'1*6.- .'.*.,., REVISIONS PIPES. THE CEN5 & CEN7 VENT THROUGH THE MAIN SANITARY LINE AND HOUSE VENT. PROPOSED-ELECTRICAL LINE/CONDUIT FROM TREATMENT VANSTON BEAR, LLC • • • • ,,-TANK TO CONTROL PANEL--.j NOTES j C/O ANDREW BECK,MEMBER . . . . . . . . . . . . . / Z,Z 1 LOT AREA: 540,391.47 S.F. (12.41 ACRES) --------..... TOE OF SLOPE P.O.BOX 860,SARATOGA SPRINGS,NY 12866 . . . . . . . . . . . . . 2. ZONING DISTRICT: R-40 . . . . . . . . PROPOSED REDEVELOPMENT PROJECT 7 -Z f ... . . . . . . . 9Z q0 5250 VANSTON ROAD,CUTCHOGUE,N.Y.11935 3. THE SITE FEATURES AND CONDITIONS AS SHOWN ARE BASED UPON . . . . . . . SCTM NO.:1000-111.00-10.00-014.000 THE SURVEY OF PROPERTY OF 5250 VANSTON ROAD, PREPARED 9�1 Z& AUGUST 10, 2017. EYING, PLLC, LAST DATED BY KENNETH M. WOYCHUK LAND SURVIVING, ; �, ,� ___- -__ _ _ _ SITE PLAN 4. THERE ARE NO NEIGHBORING WELLS WITHIN 150' OF THE . . . . . . . OF / / / / / i J \ C�� j ��S�C• GAII .1 PROPOSED SANITARY SYSTEMS. THE RAYNOR GROUP,P.E.&L.S.PLLC . . . . . . . . XI Z, SURVEYORS CIVIL ENGINEERS SITE PLANNERS 5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL to DEERFIELD GREEN P.O.BOX 720 Z WATER MILL,NY 11976 (631)726-7600 . . . . . . . . . . . . . ...(. ( ()'V .�7 OF ��� 6. APPROXIMATELY ±9,074 S.F. OF CLEARING PROPOSED WITHIN 100 AREA -,SLO ING,EQUAL-OR % DWG.NO. ......11 DESIGNED BY: VAG SCALE: 1"=20' lot RE -THAN DATUM OF 1988 (NAVD88). . . . . . FEET OF THE TOP OF BLUFF OR BANK. RISING 'GREATER:THAN'.20 '\.' '•' �.�'. \ \ / �,'\`I `. �r�l�►� �' � 7. AREA OF DISTRURBANCE = ±72,115 S.F. Lz DRAWN BY: DATE: 08/15/2018 -2 0 \ ES NAL T ENGINEE A I NO,073544 ELLO APPROVED BY: VAG FILE NO.: 3387 SIO / U.P. 1 \ S.C.T.M.11000-111-10-15 / LAND N/F OF BLAIR HUDSON PECONIC VENTURES LIVING TRUST 14560 VANSTON RD. - // 5C�2+• 8.0 m \ S.C.LM.#1000-111-14-5.2 _ AREA SLOPING EQUAL OR GREATER PA 2QX w \ LAND N/F OF - I RISING GREATER THAN 20' / F� \ MELISSA SCA NE \\ /4505 VANSTON R0. f n 2019 t .x�a L { r t // W a `-- 1 U.P. \ - _ u u U P. \ A 0 N u \ g 0 s.c.r.M.,/loo0 111 10-12 / .� o ::::::: .,':. :.:: LAND N/F OF / (, ...... ... .... ... .. . HARBOR COVE PROPERTY OWNERS ASSOCIATION •:._.:•.�.•:::::.'::. :•.�. :':. t.... .. ... ............... .. .... .. S.C.T.M.#1000-111-14-5.4 \ \ LAND N/F OF U.P. DANNYPIZZOLLA \ /4795 VANSTON ROAD A D \ o / T w ,2 BOAT BASIN- \ / 0 X. 6 / 1 9 6 / .... ... ........ ... .. ... ... ... .... ... .... ....... ....... ... :• :o-:N- .. �y. U.P. \ / .'1 b td \ / .�86*36*33- . .. .. a. . .... ... .... ... ... ... .... . ILA V :: JI � s ::. O \ O o w =ai U.P. Ir P Q... ... .... ....... .. ... . ►\�jyy O _ O V �*1 \ OF MINT d'r::r:rr:r::.::.::.r:r:r:::rr:r::rr::•i::::::::: 5 (AIM R \ .:. ::::......... \ \ �► r� S.C.T.M.#1 Q00—11 1 1 0—14 \ S.C.T.M. 1000-111-14-5.3 P. y� LAND N/F OF 28" i \ 540,391.47 SQ. - _ .P. \ VANSTON BEAR LLC •1 � ............. G►Z ,2. 12.41 ACRES ........:...:.:...:...:::: '..:....:: .... 0 / \\ �� OAK TOf OF e � .. ::::::::::.:,:: : '+�g �y Gt�.....' \ • ' ✓00+ :`':• \\ TOE OF BANK 0 P 51 gtp O t L,0 ' DAR a+ G s N\ `".p "r m •Eft '�rw '`IXIS� ' •r0 \ s. •p + � 0 30" HIQH 6» y N ♦ U.P. \ 24' 9 N ro r P ..... ; �•• ......1 N IN ••EXISTING:...'. \ w „ r 8 DG.:'.'.'.' \\ T8 \ '"' ` �. z0 owc 2oroAKENCLOSED _ \ W 4 Pi r PORCH CT y p \ 2' 6'aAK + 20 4w v OAKSTOCJE .DE21c/FVIY LUIS OF N 87e4 6 42 :. �,\ oo SF:t \ \ s.c.r.M. loo0 111 u 4 30.47 9� �fS `\ ` V \\ OF VANSTON IF LANDNWAR LLC Y \ \ la \ \ • 1 \\ \ " 1 o \ \ ZP� e 16 14 E F Nza 10 \ \Ion \ 92 \ O qt \ of ---a-�o'�s.-�..: -: ::• --:'. ::. � � .,�` �+ �� ; � a \ U.P. 1 C' S `l r \ O, \ + ar ... .. .. .. . 41 B \ ENO' S.C.T.M.#1000-111-10-13.1 (JO LAND N/F OF NORTH FORK KIWI LLC ° 15700 VANSTON RD. J ROOe -. AREA SLOPING EQUAL OR GREATER THAN 20% RISING GREATER THAN 20'. O OJT\ 0 50 100 150 oa GQ' 1H£ WATER SUPPLY, WELLS, ORYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS ELEVA77ON DATUM: NAVD88_-_-_-___-__--_�_ UNAUTHORIZED AL7ERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7777E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUT70N LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INSIT7UT70N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADDITIONAL S7RUCTURES OR AND 077-IER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY E19DENT ON 774E PREMISES AT THE TIME OF SJRVEY SURVEY OF: DESCRIBED PARCEL CERTIFIED TO: VANSTON BEAR LLC; MAP OF: FILED: SITUATED AT: NASSAU POINT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 08-14-18 P.O. Box 153 Aquebogue, New York 11931 ADD TREE & UTILITY LOC. 05-30-18 FILE # 1 7- 123 SCALE: 1 "-50' DATE: AUG 10, 2017 PHONE (631)298-1588 FAX (631) 298-1583 N.Y.S maintaining LISC. NO. 050882 the records of Robert J. Hennessy do Kenneth 11. Woychuk S.C.T.M.11000-111-10-15 /�� U.P. \\ LAND N/F OF i BLAIR HUDSON PECONIC VENTURES LIVING TRUST , \ J4560 VANSTON RD, /i yC�2• 8.0 gyp' \ S.C.LM.11000-111-14-5.2 AREA SLOPING EQUAL OR GREATER LAND NIF OF fFM 20X � \\ JUSTIN 81LLI GHAY I I RISING GREATER THAN 20� ^\ \ MELISSA SCAVONE \ 4505 VANSTON RD. I ( i \ 1 h po cp: U.P. \ Iu c U P. 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AREA SLOPING EQUAL OR GREATER THAN 20X RISING GREATER THAN 20'. 0 50 100 150 0 \ G S. C.T. M. # 1000- 1 1 1 - 10- 14 THE WATER SUPPLY, WELLS; DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AREA: 540,391 .47 S Q.FT. or 12.41 ACRES AND OR DATA OBTAINED FROM OTHERS ELEVATION DATUM: N _______________ UNAUTHORIZED ALTERATION OR ADD17ION TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE T17LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUTION LISTED HEREON, AND TO 77-IE ASSIGNEES OF 774E LENDING INST17U770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 77-IE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PARCEL CERTIFIED TO: VANSTON BEAR LLC; MAP OF: FILED: SITUATED AT: NASSAU POINT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 06-01 - 19 REVISED 08- 14- 18 P.O. Box 153 Aquebogue, New York 11931 ADD TREE > - PHONE (631)298-1588 FAX (831) 298-1588 8c UTILITY LOC. 05-30- 18 FILE # 17- 123 SCALE: 1 —5O DATE: AUG 10, 2017 N. Y.S LISC. NO. 050882 1 maintaining the records of Robert J. Hennessy do Kenneth M. Woychuk � - i I . . . . I . . . . . . 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(13.8%) 1. . . . .. . . . . . . .I. . . . . . . . :/---- -------- _____� "" , , , I I " - / I. � / . , , . . . . __O�_ . . . . . . ..I.. . . . . . . . . ...I . ---.-.-.-.-.-.-.-.-.-.- '1'1� /I 1 � I> // I / ,�"l , I I . . . . .11. . . . . . . . . . �l I . . . . . . . . . . . . . . . . . .. . . . . . . . , . . " I/ -1" I� PROPOSED GRAVEL DRIVEWAY Z , " __� . . . . . .\. . . . . I . . . . . ..� . . . . . . . . . . . . . . . . . . . �.. . . . . .l< . . . . . * , - I---I— . , I / / -- I _�� " �------ _____ � I ' I ��l ,/ 1 - \,\ . . . . . .k . . . . . :". .1�1 . . . I . . . . . . . . . . . . . . . . . . . ....__-_,.. . . . . . . . . . . . . . . " / I � �/ " 1 " I ,/ \ I EL. 34.0' 1 . . . . . ...? _� . . . . . . . . . . . . . . . . . . . . I . . . . . .11. . . . . . . . . , -I I "/ I I " /I EXISTING CLEARING LIMIT AS PER KENNETH M. WOYCHUK LAND SURVEYING, PLLC. . .,1� . . . . .�D I, ,�'.'.*-*I'.'-,-*.,; ,_'_ *, I . . . . . . . . . . . . . . . . . . . . I I"I l/ " - : -.1 . / I If- I / . - . . . I. . . . . . . . . . . � ,I;111 - / , I.. � I//� �f 'PROPOSED DRAINAGE / I/ U.P. � , . . l.___�______. _1� .... . . .-------*__ *.1.1.1.1.1.1.1.1.1.I. . . . . . . . . .I . . . . . _____ I I z I . _.-__/ /� , 4 ,- PALE BROWN . - CUT & FILL CALCULATIONS . . . . ..30.-.-.-..... . . .". . . . . . . . � " . . . . . . . ------.-----_ ,- (1) 8X10 LEACHING POOL _�, , * .-__ , , , * * . . . . . . . . . . . :.... . . . . . . . . . . . . . . . 1.1. I . . . . . ..I. . . . . � I A-.., I- /� FOR LANDSCAPE AREA 1 " 4 , - . I . . . .-I A----� . . . . . . . .. . . . . . . . . . .", . . . . . . . . . . . . . . / , , \ _' -,/ / I I // 1 14' ___ . - - , * ". . . . . * * * * . . . . * I I I I / I / . . . - ___�_* , . - ,�_ .-. . . .'.'.' . .X . . . . . . . .I . . . . . . . I/ , <r . . I / GRATE �L. 38.5 . ` " \ . . ..28. . . . . . 1 / FINE SAND (SP) `� . . . . . .•. . , \ PROPOSED GRADES: 2,700 C.Y. -1----�� * �___._� *.'.*.'. . . . .. � ,l< ►, i / __/ VOLUME OF EXCAVATION TO CONSTRUCT PR . . . . . . . . I . . . . . , ''I / " ," / oo, � 4- 1,300 C.Y. . . ___� . . . . . . . . . . . . . . 7----,-. . . . .----. . . .11.. . . . . . .I. . . . . . . . .-_- I I . ___/ � 1 " VOLUME OF FILL TO CONSTRUCT PROPOSED GRADES: , - . . . . . . . , . . . .-.- . . 1 . . . . . . .I.. . . . I . . . ,-. / // I"q o/ - I� I I - / � I / " .. I . I \ ► I / �lrd -26'Z-'.'- . . - - . - _.-_��,_. __ - - ---� , , I , I EXISTING GARAGE TO , A]ME OF MATERIAL TO BE EXPORTED: 1,400 C.Y. ,-- - . . . �___� . . . . . . . I . >�. . . . . . . . . . . _._,�. . . . . . ..1.1: I / I I -_ 1 / - I I . . . � _l , '-' . . . . . _-_�. . . . . . . . . .-_ , , , * . . . . 1 . . I . . . ; -- , I / /�p -_ . , /�- I / I . . . . . I . . . . .�___:�......... . � -- - . . . >1. . . . I ,�` I I -_- D (DASHED) I EL. 20.0' ESTABLISHING PR0t-uz)r_v -,-,--- . . . . . . . . . . . . . __ . . . . . . �_, - - , � � ./ "I I I / 1, - __ \ / , �__ . . -. .. . . __�.. . . . . . ..-. . . . . .-- - - - - \ 1". I I . �_ - -- ---'- --- -11-M- Ar797P ___�.__ . . . . . . . . . ,� .__--� . . . . . ....�. . . . . , , , / I / I -_ _-, U.P. , I TEST HOLE . . . . . . - . . . �_�_� . . . . . . �.. . . . . . I I _____- _ 'Q ___---- I . . . �..... . . . . . . . . . . . _. . . . . ,___�.,. . . . _. . . . , , I I / I/ - / If- ____ . . . . . . . -, , / I . . . . . . . �. . . , , �* , I ' ll \ � . ► / I THE VOLUME OF FILL AND EXCAVATION INDICATED HEREON IS BASED ON . . . . . I . . . . . .. . . . . . . . . . . ----- - . . * , _�_l , , * , * . .\ �\, I I - ____ - - ,4- i DUG BY MCDONALD GESOCIENCE - . . . �. .--.- . . . . . � - .---. - - -_:_-_._l.......l�._. . '. Z�l /\ .L, V-:) / -_ ,-- -,- - -_ \, . . .- � __ -1 , I I 1 _15� I .__. - , , . . _. . . I . . . . ___ ,-- / I Xl l'i \I /, -1" I ► - , - 1-p - . . . . . . . . . . . . . . �_..................� . . . ..----:.. . . . . . . . . . . I " /A .� /I/.. " I " I \ I I I - - / ___1- ___3F �- !411 --- -- \�l APRIL 20, 2018 . . . _____ . . . . . . . . ._�. . . . . . . I -P, I / " ---- 17. , . . . . . . . . . . . . . . . . . . -. --:- "I - -- /* ,\� * / [>' .. I // A � ► -_ _� - . . . . . . . . . a_ . . _�. . . '�' DRAINAGE I " I T (NO G.W. ENCOUNTERED) . . -_ , GEOMETRIC VOLUME CALCULATIONS AND IS APPROXIMATE. NO ATTEMPT HAS BEEN __�_- . . . .'.'.'.'.*. . `�- .'-,-,-, , *'I'l. . . . . . .1. . . � , . . . . . . -- ,- MADE TO FACTOR FOR COMPACTION, SPILLAGE AND OTHER VARIABLES. . . ��. -------- , , . . � . I - \I I . . . --_- . . . . I I . . . . . . I . . . . . . . . . ._�____ / . I J?l -_" ____ 0 1\ - I : , 61, ___�_ , . . . . . . ��,,� , " \ , I � I ,- I I . . . __�_ I I I . . . . . . . . . . . . . . . ..7-�� ,__ . . . . . . . . . (11 "OF 3) 8X5 LEACHING -_I I / 1_q '. - I I I \I \ --- /___ 1,1, THE CLOSEST USGS MONITORING WELL LOCATED IN COVERAGE CALCULATIONS ...... . . . . . . . . . . . . . . . . . . . . . . . � __ , POOLS ,FOR GRAVEL .1 I �_-_.3E�,--17- --.:. " I I I \ \ \ � //I--" ro�_ * , __-__�.�.... . . . . . . . . . . . . . . . . . . . . . . ....��,- / ,. I ...� 1 MIN.]7 - - I - I \ I , V/ ,,- \ \ \ 11 3.3' - 1-101, I'-- I\ THE TOWN OF SOUTHOLD LISTS THE HIGHEST . - OF. . w � __ DRIVEWAY & GARAGE/BARN ' I I / 1, / I I I % _v- \ - - \ RECORDED ER ELEVATION AS 13.41- . . . - I Y. I I cp I -_ 1, I . . . . .*. • *.,., , I I _ I I I I I I ) ___�` 1, /," , � , , # LOT AREA kup __ _�. . . .��- -��_- ---)- // /'ll/ W/�(3) CATCH BASINS - I N, , ` . . . / / / I I I _�` - - = ±54,0,391 S.F. r � �1, " 1, , " \ t.W. 38. t' // / I ► ��-,�,� <�\ 1_1, ABOVE THE SPECIFIC VERTICAL DATUM I I I., I I l 11\ \ -1 �l I / I I 11 \ USGS WELL NO. S 91814.1 . : / I , "I, I I ,�', I `�', I I I , ALLOWABLE BUILDING COVERAGE = ±43,087 S.F. (20%) - 11 � - J . 1- / I / ,W(� AREA OF BUILDABLE LAND = ±215,437 S.F. .\ I , I I 1 -1 CLEARING " �l / k - , I - - , / / I I I Q) / EXISTING BUILDING COVERAGE: .,-- ___---6ISTIN/G CLEARING LIMIT ' __ / t> . _ I �, / � 1 1,e-�\l � . // / // ! i - � 19 \ . - - � " __� I - I,< l/ .I , . * / N, zil I . I / . , 1 60,950 S.F.) ' '' , :// , , _/ : 4 __1 MAIN HOUSE - - _ I - . , )_ * / / �o � ;p 0. - , -/ .", ____ ______ __ (± 8X� , LIV ��� -37.45 - = ±3,077 S.F. __ - 11 I , . I \ , -_��X� I /,-' - , I" 11 : ': // _'� �_ " I, GUEST HOUSE = ±1,057 S.F. � . . -------- ---- ---_ ____ �/ '', I ..� - , !,) GARAGE ) TOE OF SLOPE .. _ - - - __ , . t .. / 11 I /11> 1�1 il - - , � \", . = ±1,007 S.F. . . . _ - -SILT FENCE TOBE --- ___ :_ _\ . . /" � i,O' 1101 N...-k / 1� /, ,�\/`, ' :, /; ",/ .� W. %lb � / PROPOSED 52S.- LONG RETAINING WALL -------I-,BOAT HOUSE = ±331 S.F. - - . - . . _ - , N L, - -, " -1 T. - �-- /--TRENCHED IN-6" AND-STAKED --- - _ . � I_n, \ � \ ' ' / I �_ /, , . . )14.0 � HEIGHT VARIES WITH-GRADE --- - / HAYBALES.,TO BE RECESSED A _ . .. . � "' - I/ - , �l A 1�_ - - 1, TOTAL = ±5,4.72 S.F. (2.5%) ' - - --� _ 1, " __ ..- 71 . /:1.. - >� \ ! � I " / cp --.------ , I - - , . OF,'4" INTO THE ' I - / I> .. 4 '* / � 1, __ --- 1, = 1 7 . ____ I MIN' / /.1p. / \ ':-"�'C�['-� M'SCER-MRaUlio, R;rC)T7 D. -_' -)r L --,-.,i " / I/ I x . . •. . I I /l/ .0, 0 PROPOSED RETAINING WALL ------ - I 1, :4 - ; - - PROPOSED BUILDING COVERAGE: V��&�' '11N--) UU-s5T Be Inspect'id 13��", --------------_-,__ I I / (SEE DETAIL).---' '37 ' .\ Nl- N, I A I I I 11 // __� 1� SU-i%,-l'T P.E. - _,"E-TfFIC, 0*,,,j MAIN HOUSE = ±2,159 S.F. 80101k 0,O'j r�y De;p4. Of tjc�-a 1 1 1,I S r,rvilv�-------,_� " "I IZ�l _/ - llq_ / I .1 -_____ - , !� I C7.R.A. . . a _�p ____ , (� uc� 1 - ii " � / 11 .1 . I 110. !/,b , C�,, c� 11 / � 4' HIGH X 26.65' LONG �,-� \1� � , /I I 8X5 \ 4> . ____ I" IN- f,'-"���T�,�LU.,'i';O,'�iti�,,,r& - " ' ' n / ,/ z \ ,\��,, / ��'?- 11 � - -------- %,_� --- , , . -A ,;� " e*,, I MAIN HOUSE PORCH = ±344 S.F. I . I - --- "I 11 I C 11 B.W. 0 _-�� --- - , 0 I I " - I A I - 11 - - M" RUCTI'01,1 GUEST HOUSE Q 852-500, 48 Hows In 1�dvz,,,jr,o. ___-1-I' I . ,\\ \___ - ----,- ___T42.O -__ F07, = ±1,057 S.F. , _� , / / _" Q li�l , - - - - . i -CT r I - 1'z � � ./ I /" I . I> I/ g�, ,�� ,-4, 41" � \ .W. 38. 1-1, �", _-_ ---- I I 0� . 6 0 (J-\-r--, 00-11t, - "I , I I ,��lb I - PROPOSED DRAINAGE - , - r) /' / / 0 �11, . , 1� I , � d c "..,, *'T.W. 46.0 - J ,iid GUEST HOUSE DECK = ±339 S.F. ., TO S�--h,:KV!�1,r."c�',: / ' ---�_ �l (�/' B.W. 46.0 \ 11 - - GARAGE BARN = ±1,479 S.F. I "---- _____� // I " "? / q-,311%. <� . . � 11 16 \Pl. / 'I,_-- - I - //- _ _I "I 1� -------� , - I -- ---r- 0-,r=j ----"r I � /,/, __ " I / . . / 1� . C-) I , I (1) 8X3 LEACHING POOL � I , Fo I ijNl-%L APPROVAL. USIEFOF,� WN1 I le-, I 0�1 - flIVI'l -073. 0 1 1 POOL = ±891 S.F. --:3 _w X. /, PROPOSED WATER SERVICE/ ,- .1�/l." 13 . � /I , ----\ U.P.. I I - - - .1 . - I , I , - " � - � = ±58- ____ " "I (�a 0�1 " 11 ► -1 7 S.F.S.F. /I . t, % 11 - 1* POOL EQUIPMENT BUILDING = ±60 S.F. ,/ /, // ,____ "I I . Ix ,* 4 * . lo", � \ ,___ - _____� ---- BOAT HOUSE . // 11 __ ,�, / `�'* \ , \ "----- -____/��______--.---- EXISTING RETAINING_WALL ---- 1_1� _�___ r = ±3311 S.F. // , _____- -- � 11 Iq -, 11 _____ I �_ A% PROPOSED WATER SERVICE // __ 1\ r ., _1�1 \ __ I, / _,� " ,�� \ ____ -, . TOTAL I _ . .., 11 . . I I . , I � \ ,44 0 \\ _____� -PROPOSED DRAINAGE I - , , I __/ -- I , I - , I " __ ,\. '\ I (1) 8X2 LEACHING POOL ______l' - -- 1�DRAINAGE CALCULATIONS = ±7,247 S.F. (3.4%) / // . . -�. - . A4 '. lbo * \\\ , � .//�_� \ 24. 1 - - , / / \ t��_ : 8.4 :P, I "I "I /I \ 0. � \1 - 00 __ �> - I / . . I \ , \ FOR LANDSCAPE AREA 2 ,6 18'" . --- If- PROPOSED SANITARY SYSTEM , / I "I ' 1, \ 11 K) ,-- - - I , / I \ \ \ 11 I --- GRATE EL. 44 20.2' . 28.8' --- --- -FUJI CLEAN CEN-5 TREATMENT TANK MAIN HOUSE: ' / ..,_�.I . ,PROPOSED , 11 \3�1 _pl� PX 2 � I I --- j .I ,I - -- (1) ROOF / / I I 1.I \\�-3 ___-_--.-------- ,-------- -8-.6"'-_ EXISTING 1 STORY ___� = ±2,503 S.F. X 1.0 X 2- = 417.2 C.F. I/ ENCLOSED POR)CH I . I \ \ \ \, I 11\ -_-- - � ___ RAME I - I & (1) 8'-,DIA. X 12' DEEP LEACHING 'POOL -_ I . 'I', EL. 3T.� \, . \ � \ -JGUEST HOUSE 1� 1\1 I , \ I, \ \ , INTERIORTO BE RENOVATED , �,- ANSION Cl-K) _747,'5' -_TERRACES - ±1,005 S.F. X 0.9 X 2- = 150.8 C.F. (_ 44' TO , / I I I __ / 4 _F I (-------.-- I = ('Y x , .\ % - TOTAL / Aa- �. ,/l / �l -,-� 1, I \ \\ \ 8 , 1, \ P�-!�LTIH,S'ERVICESS = 568.0 C.F. . . . / BLUFF ( "I I�l " I . \\ \ \ " r C-4 EDROOMS " 1, S31 IFF01 l-PA-r -�0NT0FHl__�, � ,, �,�. 1, Eo -A X CGUiNTY IDE )� M C. . USE (2) 8' DIA. X 7' DEEP LEACHING POOLS = 591.4 C.F. I , , \, \ \ C�Q. � ------- ____ N . \ ) ......- -Al \ I d) , \, - ---/--------------- 0) . -\ , I __________ --.--- . L CiF CO- 7,RvUCTION Fat A ____ __ TForzA- PR-1vt, 14 - 1 ±48' ,% Z' \ , \ �\ , -- ____ - PROPOSED PUBLIC WATER 'mi .? . . . , I I � I N . \ \I' \ ,\, lr_, -,-------- -_ ------------- --- - ----------- - F.FL. 44.5 - ., \ PER , fc I \ \ ", ,�, \ _'E`� ID E". -,-AN D LANDSCAPE AREA 1 = ±23,477 S.F. X 0.1 X 2- = 391.3 C.F. .... BLUFF .). \ \ \ \ \,�l G.F.A.,±1,057 92.4' - S, ,c-i--.-FAI�IiLYF', Sl' N__ USE (1) 8' DIA. X 10' DEEP LEACHING POOL . . "I /I �, 1,.> *_ . \\ -'' "\ '1� 1 19.5, S.F. %, I", I -,I- \ � %."N = 422.4 C.F. . . . I/;�l I/ ,/ "I , \\ ",,11 "-- _____ -I,------ --------------____ PROPOSED ON-GRADE Iii, 29.5' � \_ - I 1.11, I PROPOSED DRAINAGE . . I 11 , I \ 11., - WOOD DECK EL 44 o 4- C.O. � (1) 6X3 LEACHING/Poo - 0".Q,., , " Ir " ,\ ,_ --- ___ ---- ±339 S.F. �) - \ I I � - � . . . 19 I . --- .1 ---- �� ljb� LANDSCAPE AREA 2 = ±3,313 S.F. X 0.1 X 2- = 55.2 C.F. I / .,.�, F.'F�. L_ . \\ ll",� - -_ -_________- � � \ .� 111 FOR ?RAVEL DRIVEWAY L / _LAl,&__vA___ __�L_G_ p I .... I \ �11 \ 37 �_� t 1�11 �, ____ 11 - 25.0' 10' \% 0 1.�I.._1 --- / ON 2 b 2019 USE (1) 8' DIA. X 2' DEEP LEACHING POOL = 84.5 C.F. �$\ \\ . ,� "_� �____ _____ D,-*iTE _. lj��,,-. . . . . 9 10 " 1� cb,0 1, \ -111.____�_, _4o --- - PROPOSED FUJI CLEAN CONTROL / I 8X3 �v / 11111-11-- H.S. F11.717 - _��n:_Oi�_o_Q5_k_ . \ I 11 ------------7___ - 11 PROPOSED G EL DRIVEWAY . . . 0 UFF , \ 7 - ,� >_ 11 -- - ,.--, 0 1 GRAVEL DRIVEWAY = ±3,760 S.F. X 0.6 X 2" = 376.0 C.F. � \ \ -0-!��\, \ 00, --, \ " --_ I---- -, 'PANEL AND GFCI--OUTLET-MOUNTED , I � 11 . . I \ ,<)"_ \ . . � ______ ON,WOOD POST (CONNECT 0 / ► . . I� 11 . I'',L ��1'. .: __ .. __.. ____ 11 �X 2- = 246.5 C.F. . . . \ \, �- 9� _-38_____.��--- - \ / I � GARAGE/BARN = ±1,479 S.F. X 1.0 , 6 < I FE � s ►I / APPRONTO ��.. . . 1_\ _ \ \ _----- )T -/ *� /I cp, I TOTAL \ \ <11 ,;�\ \ _ _ GARAGE POWER SUPPLY) I \\ ► _ �l � � - . ,� = 622.5 C.F. � I . - I � I I .1 I I � I A , <� 'p 0, \, - "I \\ I �-.I 11� I.. I 11 - I / � Ir- .6- I/ �Av ,,? 'E�_'\ I . -,.L f',I! 1 " \\ - 2 cxl,� ' , ._� USE (3) 8' DIA. X 5' DEEP LEACHING POOLS . . o \ a , . I ". , Ton, = 633.6 C.F. \ \ \ \ 1 (9,%� I� / 7.6' ► �/ 1 _71- 1 / � ., / "I . . . I \ 1�b 11 / \. I / .1 . � \ � ' \ ' I ,'t PROPOSED ELECTRI I", 1� - I 11 , PROPOkD MAC10OR BLOWER W/ ;_ I, -',!--;vr-�� I . . \ \ \ % < LIMIT OF FLOOR/ N EXPIM-r�T` , GUEST HOUSE: �.�. . . \ PROPOSED CAPE WALL ' INSULATED, ENCLOSURE (TO BE I i .1 If- - ----- - \ .� 0 \"\ \ HEIb44,T VARIES WITH GRADE \ I SLP /I 1 1 ROOF = ±1,057 S.F. X 1.0 X 2- = 176.2 C.F. ......\..-. \\ \ k \\ \\ . ELEVATION / . ' 1, HARDWIRED PTO CONTROL PANEL) I I I \ 11 I TANK TO CONTROL PANEL/ .1'. 1�� \, , \ \ cf GRAVEL DRIVEWAY = ±392 S.F. X 0.6 X 2" = 39.2 C.F. . . . . . .\11 \� _ 1\ 1�1' ,\I r, �- 'l, 0 LENGTH = 67'N'\\ I\, / 11 I / . . . . 'A ,\ 10 .'r. x \ _.� B. '*,\ T.W. 46.0 \ \ 5' /, I )I I I/ , TOTAL I . . \ I \ \ \ MIN I ! " 10 = 215.4 C.F. X z /I \ \ I PROPOSED AIR S Y/LINE I \ b 11 --- .. .... .... \ I \, \\ C.O.I 0 -_--- --- -----B.W.--SLOP \ . - I/to � -7 " I USE (2) 8' DIA. X 3' DEEP LEACHING POOLS \ \, �,-,- \,\ I \ )� / ,A� = 253.4 C.F. , lkw - \ \ / 0 / <(\ " In - -i . . . . . 'o 4.., 11 I I I cpn!4� f�-� ro� m I 1�',il,-L; ,� ,�,.�r N �� ,,,t,'- .. _lu,�t lNe I \ -_ . - PROPO , - - -!-orn- ntolm , 3"ll i: . . . . . \ I I \ - -_ \ I \/ UJI CLEAN CONTROL 11 Abam micr � POOL EQUIPMENT STORAGE BUILDING: . . \ F.FL. \ .I �l ,-,�!'- i . . . . . I I N____ ►n - - rl -c:,;� z.�. jle-r 'zl-!,r,-,jt I , J'�n�:,jT� \,* \ , -------- I \ 11 / / - m -- otl(hn�,n yn 11 � _�_ \ \\ -- 1� Cl OUTLET MOUNTED ON 'WOOD cormflbrna' cc vA" . . \1 I 1 * , \ 35\ \ ------- . \ \, I / I 1p I " - 0. 9 4�j . . . . . . . \ \\ ,\ 1^I -TE�T t)L. __-, , \ i --- 11 "�, I , � %_s as pr POOL BACKWASH = ±891 S.F. X 5% X 5' = 222.8 C.F. � . . . \ OST (CONNECT TO POOL EQUIPMENT lc 1. I I I * ROOF = ±60 S.F. X 1.0 X 2" = 10.0 C.F. .... \'.'.'. . \ __� �,/ \ " . - \_11 " � I -_ /' compfc1led Ebmn WW _!�_ �- ,.. - - \.\, - - - \ - ___ ,\ ", � , `-\1 I / _� '01. STORAGE BUILDING I . / -_- Ol / � ,_ / I . /I TOTAL = 232.8 C.F, . -V - . . 1 33. / \ - I - ----_ SUPPLY) " -" 7�� , x � 4HOLE - / - *1 - I O�� / - " // -�-.-EXISTI ,,, . . I 1, I - - -"� _J� - PROPOSED MAC80R BLOWER W/ ,"I _� USE (1) 8' DIA. X 6' DEEP LEACHING POOL = 253.4 C.F. . NG0WEd \ \ /F.FL. � - I N, ___ , ( ,& - ---I / / .\. IqK. ATI " \'lz / - k / / / I , . . .\,&- I I I I -_-. I '� " / /I " -� - -TO- 13 R OVED \1 , I I� 34 ____- ddewwIr . ..-.. .. -_ 2o,-- -- -----�--------- '--� -;.) ,��./ '\ , / INSULATED ENCLOSURE TO BE "I ,,- \ W.V. . . . . P � \ -I- I - - .. .- - . .. ,.- I -----------------�' " I � I I 1 * I - - -----I. _,�--- - .�l / \ \ I __ -.,-..-,.-. 1, I \ - . . . . \1 HOUSE W/ BASEMENT'' , , 1� \ ", - ---- --------- .- � - / ��,_ / / // HARDWIRIED TO CONTROL PANEL) I � - . . . .�-*- ASHEDj I, , - -- ---- - -- 7_=__�b�_7=1 - -\-, / / / / / ' / SANITARY SYSTEM 1 - MAIN HOUSE & GARAGE/BARN . . . . � ,I nN \ 2�, _____ ___ - --- -/_� I/ I os"- .1 / 8X6 / //- " / HYD. \ / - -- ------ -- , , " - -- E OOL EQUIPMENT -, ,,,- ,, I . . . . . \ I I \ \\ 4,BEDROOMS \, , x, I \ __ - -----7----------- - ??,U ___- / / � I . . . . . \' ,"' , - % / r "I A. TREATMENT TANK \PROPOSED'PUBLIC WATER \, I 1� 8X7 - I I I �� ,-,, // / ol STORAGE BUILDING ,,' I O'� � ,.'.'.,.*. � I I, , - --- ,11 / t$ 1�', * �- " G.F.A. ±2,159 S.F. --- - / / E / � I I - THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. . . . . . 1. \ , "I -- . SLP 1 20'! / /', / // I" 1,�,l u� MAIN HOUSE: FOUR (4) BEDROOMS X 110 G.P.D. PER BEDROOM . . . . . . .\ \ \, , --- --- _ '1'1�' I-------- . � � / � I, t�?, / 11 'DR - / 'I, 7. "I= 440 G.P.D. \ TO \ I -- / - .1 ( / 1\ . . . . \ \ EXISTING TIMBER WALL ' , __ --,-- - I MIN! � // � / I 1��_ I- \ i // / I F.F . 42 /I � 0.�, \, ) GARAGE/BARN: TWO (2) SCDHS BEDROOM EQUIVALENTS X 110 G.P.D. PER BEDROOM = 220 G.P.D. ,� - � 1 60- / / / G.F�A. ±60 S.F. / I ... ,�l , -TOTAL = 660 G.P.D. .... I�'l.I... BE REMOVED (DASHED) \\,\ ," - ±49-TO ±27' TO - - ___ ______ _-V - 2 O' // I / I I ,� ,__�/I I / // // I\ / k.�, \I _,", . . , R ----- ---- -____ Os 0 & - "� 1�1/ / � I - USE ONE (1) FUJI CLEAN CENT TREATMENT TANK � ' , * I I BLUFF __ - �MIN / _q� & , " � / \ , - i:D , u, . . . .. . . . I 11 ,----- - ___ . / / ??`O?os , I ____ "I, / // 1\ LAI�llffl, CLEARING LIMIT / //_ . . .\' , * , � I 1 \.. . . . \ \ I ,-. � *1 / 11 -__ 11 / \� (±60 950 S.F.) / B. LEACHING SYSTEM . . \\.. ..\\ \ �� T6 , / _,-- ,� . // �.l / -�_..- ,,- - 11 / // , � <,\ THE QUANTITY AND SIZE OF THE LEACHING SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL - - - �� . .. . . 11,/ �, I—I—- - I", I .1 .k I'll v ' . // SCALE: 1"=20' . - , . ... . . \--- . . I\ . . . . OF __. " - - 11 ) ,/ 11 � � f/- � / .1" - I/ 11 /* / I I / "I . . .�-' * * ( \I . . . . . . . . . . '�_ --- -------I I ,_� I / " / --1 \ \ .� / I . . . .\. . I . . __�__ 11 . . . . I-- - - ""- . _ . ;p., / \ /I I / 1-1- 0\ 0 20 40 60 1 '\ . . ____� - "I - / -1 / It- SIDEWALL AREA FOR A FIVE (5) OR SIX (6) BEDROOM RESIDENCE. \ . . .,.,.,. . _� - , --�� / i , _�l THEREFORE, 400 S.F. / 31.4 S.F./V.F. . . . .I. . . .\ . . . . 0 . . . . . / - ) / 0- .1 / (1) 8X6 LEACHING POOL = 12.7 V.F. \. . . . . . . . . . . . _ ----,'I-, 1, 'I, .1, I / / �' I\ 1� __ I __ _�� ___ , \ Z� / I - / k�To., /" / � FOR POOL EQUIPMENT I I I. . . . .\. . . .\. . . . 1� . . . ±14' TO LUFF' ' -, __ - I ".. I I / \ /'. - DIA. X 13' DEEP LEACHING POOL = 13.0 V.F. . . . . .\. . . .\. . . . __ __�_ �� - / / I * . . � �---�_�. . . . . . . . . z � ____ t_? I I / .- I i . . . . . .. . . . . . . . ±2 - 'O--�BLUFF -_ _____ ------- \ -_ 0 \ \/ "I, I / � " 1, // I STORAGE BUILDING & POOL / USE ONE (1) 10 \ / / �-\�_ "' / A / I / , I . I \/ I, I/ % , '- _-7--_ - - 1 . , � I ,\'.'.'.'\' , '.'. . 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'_ \\ OF 2) 8X7--LEACHING ' ' , ' __-- "I I ,� ��, I/ ", t - THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. \ -----�_D 'I .�---___ , 1 - I 1 O' DIA. �< 13' DEEP LEACH�Z' POOL/ "_ 0 ► � I I I 0 1 . . . . . . . . . . . . . . . . . . . . . . . . ____-� . __ I \ � - . . . THREE (3) BEDROOMS X 110 G.P.D. PER BEDROOM = 330 G.P.D. . . . �_D- ..----!. . . . . ---. _�___-��. - . --- POOLS.FORMAIN HOUSE �\� 1\ - I� W/ ROOM FOR A�-SION "\ // 4____ I I , 00 PROPOSED . . . .�_,. .-, _�_� . . -------�__-_.-.11 \\ _----- I I \ . / /'"� '' 'I', (OVERSIZED AS PER OWI4tR) / / __ �� 11 I 6 PR ;ED CONTO R �I - - - _. -*�'�' . . . ... . \ __- PROPOSED- ELECTRICAL -,, I' . " I (DASHED) ) . � USE ONE (1) FUJI CLEAN CEN5 TREATMENT TANK (450 G.P.D. RATED CAPACITY) . . �/ / � �. �'3 - - - AREA-SLOPING' EQUAL.'OR /� / I � / .0 . . . . . - - \ � I ,/ ��, - 1,I / / ___ 11 '7 I 1, 05/11/2019 LZ UPDATE SITE PLAN --MATEV ' '.'.'.'.- - - - - - - . ----� ' \ 11 .. /I ------- / -- / I VAG I B. LEACHING SYSTEM . " . . __--� .THANI:_2Q�. . . . . . . . * ' '_,_� ' '.'.,� \ LINE/CONDUIT FROM CONTROL , I I �,__ -_ / I / -- I I ., . . � � ARISING THAN_-2O'-- ------- _� , __ ' I I I�A 1 04/12/2019 KK VAG * \ � � �, I � . __ . ----. .__�- o �-,. � . . . . . . . . . , PANEL TO-MAIN RESIDENCE , , .. I / / , LEARI�G LIMIT � " ARCHITECT REVISIONS(4/10/2019) THE QUANTITY AND SIZE OF THE LEACHING 'SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL �___�---. - . . . . . . I . , . / -- k 10, . . . . . . . . .___. - I `-,'' , 12/11/2018 LZ NO CHANGE rl.,.I 11 -_- I . . . ----�� A \ '' - ' '--.� .\ I I I , ..-" f bO / I I '. 1, \\ � � " - VAG THEREFORE, 300 S.F. / 25.1 S.F./V.F. . . . .(.'•*.. . . . . *_*.. . . . . .-:-__2__-_____:__:... . . . . . . I . \1 __� - 1., \ \I � ,1, 1, 1-1:'I _" - I / "I'll , I 1, I�1, ' 1, \ 1 I �C 10/26/2018 LZ MAIN HOUSE SANITARY SYSTEM VAG SIDEWALL AREA FOR A ONE (1) TO FOUR (4) BEDROOM RESIDENCE. �_�___-_--- -_ . . . . . ': __---- . _- / �_161 \ = 1 1.9 V.F. . . . � ., .,. . . A- _-� . � . . . . . . . .�7�-, . ., ., 1\ ,---, ) \, \ � - ' . ,3�? _ I , \ 1, PROPOSED HIGH POOL FENCE TO - USE ONE (1) 8' DIA. X 12 DEEP LEACHING POOL = 12.0 V.F. . . . . . -______:__�_, , , , I * I �,�. . ", \I _____�_ -) '�? . ______, 1\ I I "I I \, MEANDER THROUGH EXISTING � ] - LZ I GUEST HOUSE &SCDHS COMMENTS(oq/1212m) . . . .� ----- ....... - -I' I � \ • , - __ . '�?6', 61. -- I \"\ " - TO BE � 09/17/2018 . . . . \ . VAG . . . . . . . . , - . -:;:�' PROPOSED AIR SUPPLY I* , ,, - -,,�j I I � " `P7 1 ,PROPOSED SILT FENC VEGETATION W/ SELF� LATCHING GATES THE FUJICLEAN MODEL CEN5 & CEN7 TREATMENT TANKS DO NOT UTILIZE ANY ADDITIONAL VENT -').6 .,I. . . . . . . . / / ,�. " " .,, 1,I "I", -- - _. I 1\ I \ TRENCHED IN 6"\AND kTAKED I � DATE I BY 1 ... . . . . . . . I / " � __�__-" "I - _1 I" --l- I", I I - � - DESCRIPTION APPRVD PIPES. THE CEN5 & CEN7 VENT THROUGH THE MAIN SANITARY LINE AND HOUSE VENT. . . . . . . . . . . . . , / / " - . I I 1� - . . I I BE RECE_JSED A \ , I I I -ELECTRICAL . I I - \ �" �� - I I , REVISIONS . . . . . . . . . . . . � ------------__- "I, 1-1..1, 1, - I 1, - � MIN. OF 4" INTO �)HE VOUND \ �. . . . . . . . . . . . 1, I / LINE/CONDtfIT FROM TREATMENT .\ - '\ �, -1 --- I \ I I" , I \ I I __ (SEE; DETAIL) \ I I I I I I I I. . . . . . . . . . . I 1, I I __ -1 " ) --\,*.. \I I VANSTON BEAR, LLC , I NOTES . . . . . . . . . . . . . �, / / ''. / ,-TANK TO CONTROL PANEL------ _�- , -'��\ , , iII" , � / PROPOSED _. - I /, � � `II, , , � - . 1, - , I - . . . . . . . . . . . . , - ZZ ___ 11 / ,� . 4'__* �'... . . . 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I - " I / / �\ � ) PROPOSED REDEVELOPMENT PROJECT THE SURVEY OF PROPERTY OF 5250 VANSTON ROAD, PREPARED . .-__*.*.- -,---- , I z �l ",�, -- ,I - � I 0,L -'I-----__ ____ ------------ "I .. _�b --I- /// \ I----- / 5250 VANSTON ROAD,CUTCHOGUE,N.Y.11935 . . � . . , - - 0 -- . I& , ,-- - � / AUGUST 10, 2017. . . . / I . �� "I�',, ____ �- _ -__ ______-, I I ___ --__ (), __ 'I,------ ___- - ______________________ - / - . Z& ____-___ __ "I / I �\ SCTM NO.:1000-1 11.00-1 0.00-014.000 BY KENNETH M. WOYCHUK LAND SURVEYING, PLLC, LAST DATED . . . . j "_ -*' - � I/ . �ql I -, __ I I . -_ I. ____' _l -___ -, , = -- ____ __l-.- - ,I--- ',�/_ - -___ - / I/ �- -- - �_-, I,/ /. ,I ll� _ -_____ �,_,__l ",�� "_� _' - ----. .-_ - - I .-.Is, -- _ / / I � OF N,r� I I PROPOSED SANITARY SYSTEMS. ./. . .,"......1./......... . .I , I , ','� -- - -_ - _�', _." I �11'11-_ IIDJI:�-1 -------------------- - - 4�>l -11_____ _____l , i I / , -- - � -_ -_ - / GAQn,, 1� I.. . . . . . , - - - . , 4. THERE ARE NO NEIGHBORING WELLS WITHIN 150' OF THE . . . . . . . � . . . . . z __� - � - - " - - � ,<�-qc - - / I I 11.1 � \ YNOR GROUP,P.E.&L.S.PLLC � /' - _,_ __ ___ ____ __ __ ____ , SITE PLAN , � - - - , - � - _ -- -- - T � '", I e^� 0 .1,'.,.,./I," . . . . '� - - ---------- - -_ I -, -.111 -_ . _ --- ___ / "I I J�l I'lliz - � o;.,l 5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL I / .... . ..../.'-,- , ; . . . --Z �,I _� - __ ___ _____ I _1 ", 1_1 (;(�----- ___-- . � __ � / I '", I , 5\ THE RA 4 - . . .C...... __ I .111, �l ___ - - 1,-�., - SURVEYORS CIVIL ENGINEERS SITE PLANNERS , .--- . - 11 . . �1 -.- - - _ �l "I CIO .rl I 11 71 DATUM OF 1988 (NAVD88). . ,� - . . I.-, ,_ -_ . _ , " - ____ -_ ____- - - I � � .. I �- . . . . . . . �- . . __ - --- ____ --- ,�- ,"I I * " I * I DEERFIELD GREEN P.O.BOX 720 1 .'1� ' _ l --- I 1'r �� . . . .�.: ..... .��_. .-_ - I --- UV - - C 0 6. APPROXIMATELY ±9,074 S.F. OF CLEARING PROPOSED WITHIN 100 , \' -AREA'ISLOPING-EQUAL-OR'- ---- I - -I , ____ I -- I I Z:, ; WATER MILL,NY 11976 (631)726-7600 . \,. . . �.,. . .1'. . I. . . . . .I. . . . . . . . ... . . . _�. . ". . " . . . . .. . . . ,____� ___ ,_ - I . i ,�lu . .1 .. . . . . . \- . \.GREATER THAN-20% - .'-�-, . - .,. •- '- 1�, � � . -, ��_ -_ ____ -- -1 I/ I I� '? FEET OF THE TOP OF BLUFF OR BANK. - . _. . . .,�.l . . - I -1 --- - I '' � . . . 1.. . :,\ .* J. .. 1, . . . . .-, . .\, .'."*, . .,- �_ �'� I , _____ � - -\" - I �' DWG.NO. . . . -.(.....� �-�-.'(��-:-�-(-� ,.��/...,( (� t� .�-_-,- . - __ __ � 0 ,-,- ,-- ,-,,, _.- ..... - - ) - . . -... ) , �-- \, 7r -- -------- - ,*____- -ro�_ Or SLI_,,�_ - -. - ?(�� -�� I-1 f: ��_ru"72 Fl�illi�;�_,�,,� , 1: ,RISING.'GREATER--THAN- 20'- - I ". . . , I � - -- ,--' / I DESIGNED BY: VAG SCALE: 1"=20' I . . . . . . . . . . ..:":, . I ._,�.. . . . . .I . . . I- - - - - .� , I I / I ------.' . -- / / cl'-It" I I I , . 1, -_ 0. I I -, \ I / . . . 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I. . . . . . .� .\. - lll� -_ . / I .-I . . . -I . , � , \ I , I � m � � 1_� - / I/ 1 � VINCE 7k.'nAUDIELLO APPROVED BY: VAG FILE NO.: 3387 i -ESSIONAL ENGINEEII NO,073544 a I . -L....�.j � I i I I 2-1/2" VENTILATION PIPE scull B BAFFLE CHAMBER Volume(gal) _T7 Sedimentation Chamber 397 20" MANHOLE W/ POLYLOK FIBERGLASS LOCKING © Anaerobic Filtration Chamber 396 ` COVER, HDPE RISER AND SAFETY SCREEN O Aerobic Contact Filtration Chamber 181 ECIRCULATION Q Storage Chamber 90 1 „ DISINFECTION R LIFT P Disinfection Chamber Total Volume 1069 JUNCTION MANHOLE 24 MANHOLE W/ POLYLOK FIBERGLASS LOCKING ------ CYLINDER(OPTIONAL) -1/2'VENTILATION PIPE SEE DETAIL /fCOVER, HDPE RISER AND SAFETY SCREEN SCUM BAFFLE B CHAMBER Volume(gal) 4"INLET PIP--, a"OUTLET PIPE SPECIFICATIONS 3 QI Sedimentation Chamber 277 ( ) a Anaerobic Media PP/PE Filling Rate 32% 7-loa !A Q Anaerobic Filtration Chamber 278 4" DIA. CLEANOUT a'-8 � Boar Aerobic Media PVC/PP/PE Fdlm Rate 17% 2'-IO 2'-7' -O "� y11e g Aerobic Contact Filtration Chamber 127 .Q Aerobic Media PP/PE Filling Rate 55% ECIRCULATION Storage Chamber 63 I __-i "©''"` Disinfection Chamber Total Volume 749 ( ) SAFETY SCREEN CYLINDER(OPTIONAL) SEE DETAIL SEE DETAIL BELOW --EFFLUENT Tao er 2..88Pfm DSINFECTPGNP INLET BAFFL AIR LIFT PUMP piping PVC/PP/PE FOR GARAGE/BARN o _ RESIDENCE © © Dis nfectant(Optional) Chlorine TAccess Covers Plastic/ aabletsn 4"INLET PI FE 4"OUTLET PIPE SPECIFICATIONS A� ' )A Anaerobic Media PP/PE FiE Rate 32°'0 F.FL. EL. f37' GRADE: 36.3' GRADE: 35' GRADE: 34.5' R INTAKE 4-0 Q _ Board Type Aerobic Media PVC/PP/PE FilhngRate 16°b MINRECIRCULATION PIPE LOW BAFFLE �J Aerobic Media PP/PE FdlmgRate 57% FLOW OPENING(TYP. (CLEANING OPENING) B Blower 2 8 cfm 4" DID. SDR-35 PIPE MAN /6" PRECAST (1/4"/FT MIN. SLOPE) 4" DIA. SDR-35 PIPE 2.5' MAX PLAN VIEW '-EFFLUENT ® ",© AIR LIFT PUMP Tank FRP INLET GAFF Piping PVC/PP/PE Access Covers Plastic/Cast Iron 4" DIA. SDR-35 PIPE CONCRETE SLAB © Disinfectarn(O(Optional) Chlorine Tablets (1/4"/FT MIN. SLOPE) (1/8"/FT MIN. SLOPE) INV. INV. -DISINFECTION 4"MANHOLE RECIRCULATION PIPE LOW BAFFLE I8"MANHOLE(TYP 18" MANHOLE(TYP 24 MANHOLE(TYP CYLINDER(OPTIONAL) _.I /2"AIR INTAKE 33.36' 32.67' INV INV. INV. INV. BACKFILL AROUND LEACHING FLOW OPENING(TYP. (CLEANING OPENING) B 32.57' 32.02 i LOW OPENING 2' OF CAST IRON PIPE 2 31.85' 31.77' POOLS WITH 3 MIN. COLLAR PLAN VIEW EXTENDING THROUGH 32•9' 26.3' ' EL. 31.82 8 OF CLEAN SAND AND GRAVEL I " 4'MANHOLE 4'-t1" 6 I-1� OARD TYPE 18'MANHOLE(TYP 18"MANHOLE(TYP 24"MANHOLE(TYP ISINFECTION FOUNDATION OF BUILDING L CONTACT MEDIA CYLINDER (OPTIONAL) LOW OPENING BOTTOM OF TANK EL. 26.94' ° :�A1•-2' OARD TYPE FUJI CLEAN MODEL CEN-'7 ® - CONTACT MEDIA ECIRCULATION I I 3 ® ASSEMBLY 6'-OA Q 13 V.F. 5_,• 4'-11" (2 4'-11" ', 'i ,' - O {, 5'-5" (D Q 5•-5" ECIRCULATION EROBIC MEDIA 4'-4�" 4•_3" © ASSEMBLY O !� 4-2A" NOTE: UTILIZE SANITARY LINE FOR AERAT ON ASSEMBLY 3© 0 AEROBIC MEDIA TREATMENT TANK VENT. SECTION A—A VIEW SECTION B—B VIEW AERATION ASSEMBLY SECTION A—A VIEW SECTION B—B VIEW - BOTTOM EL. 19.11' SANITARY SYSTEM PROFILE 1 — MAIN HOUSE PRECAST CONCRETE LEACHING POOL FUJICLEAN CEN-7 SPECIFICATIONS FUJICLEAN CEN-5 SPECIFICATIONS NOT TO SCALE (10' DIA. X 13' EFFECTIVE DEPTH) NOT TO SCALE NOT TO SCALE ONE (1) REQUIRED Q 3' (MIN) TO OMn-1-INIn IMAT�-P tzwr GROUND WATER EL. = ±13.41' (HIGHEST EXPECTED) I i i COVED MANHOLE (AS JUNCTION MANHOLE SLATE OR OTHER SLATE OR OTHER PER SCDHS STANDARDS) INDOORS I OUTDOORS SUITABLE COVER SUITABLE COVER 4" DID. CLEANOUT (SEE DETAIL) ENDPPLUGOR ENDPPER PLUGOR GARAGE BARN (SEE DETAIL) I CONTROL PANEL IN / GARAGE OWTS CONTROL PANEL F.FL. EL. t37.5' ADJUSTABLE LOCKING TYPE 'F' NEMA 4X ENCLOSURE GROUND POWER CAST IRON FRAME AND COVER PANEL GRADE EL. 37 PROVIDE TWO 20A, 1 Luc (TO BE WATER TIGHT 1—POLE CIRCUIT BREAKER 4 2 3 - 5 6 G ` • o.^ ': 2.5'MAx 8" MIN TRAFFIC BEARING 2 12 12G IN e GRADE: 37' ••�••, �'� ••••••••••' •••••• •'••• AND INSECT PROOF I-- '# ) TO MEET AASHTO-H20 IN GARAGE POWER PANEL NO FIELD z'MAx SCHEDULE 80 CONNECTION f I PVC CONDUIT 4" DID. SDR-35 PIPE --I 1 12 1 12, (1/4"/FT MIN. SLOPE) 4" DIA. SDR-35 PIPE VARIES 20A 2G (1/4"/FT MIN. SLOPE) I VARIES STEPS ARE TO BE COPOLYMER JOINT SEALANT TO 20A I 2#18 1 12, 2#12, INV. INV. _ T0 TREATMENT TANK (SEE POLYPROPYLENE COATED Y2" BE 1" BUTYL RUBBER 2G 2 12 33.72' 32,67 INV. PROFILE ABOVE) SEWER I STEEL BARS 0 12" O.C. 2' OF CAST IRON PIPE 32•57' PIPE FOR ALL JOINTS EXTENDING THROUGH 50.6' SEINER PROVIDE NON—SHRINKING FOUNDATION OF BUILDING EL. 31.82' PIPE CONCRETE INVERT MAST JOINT SEALANT 30, ELBOW FORMED TO AT --EL. 34.12 DUPLEX RECEPTACLE INSTALLED IN WP AIR 45' ELBOWS LEAST % OF THE WEATHERPROOF ENCLOSURE COM DIA. OF THE PIPE EL. 34.02 5" CAST IN PLACE RUBBER SLEEVE WITH FINISHED FINISHED GRADE I FINISHED r GRADE STAINLESS STEEL STRAPS 8 J �48" I.D. OR FLEXIBLE RUBBER BOOT NOTE: 45' ELBOW ID NOTES: UTILIZE SANITARY LINE FOR 1. ALL MANHOLE SECTIONS SHALL CONFORM TO ASTM C-478, TREATMENT TANK VENT. NOTES: NOTES:CLEANOUT DETAIL FOR AREAS NOT 60' WYE LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST ONSITE WASTEWATER M PUMP 1. CLEANOSUBJECT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC. REINFORCED CONCRETE MH SECTIONS. TREATMENT SYSTEM ALARM EFFLUENT y FLOAT SUBJECT TO VEHICULAR TRAFFIC. 2. CLEANOUT DETAIL FOR USE WITH 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3 OR 4' FLOAT PUMP - SWITCH 2. CLEANOUT DETAIL FOR USE WITH BUILDING EXTENSION CONNECTION. SWITCH 45' BENDS. HEIGHTS, AS REQUIRED. 3. LOADING TO CONFORM TO AASHTO H-20 LOADING _SANITARY SYSTEM DETAIL — GARAGE/BARN CLEANOUT DETAIL 4. ALL CONCRETE IS TO MEET 4000 PSI AT 28 DAY SET. NOT TO SCALE CLEANOUT DETAIL 5. OUTLET PIPE TO BE SET 0.1' MIN BELOW INLET PIPES. OWTS SINGLE LINE DIAGRAM NOT TO SCALE NOT TO SCALE 6. THE MAX CHANGE IN EL, BETWEEN INLET AND OUTLET NOT TO SCALE INVERT(S) SHALL BE NO GREATER THAN 2 FEET. CONCRETE ACCCESS/JUNCTION MANHOLE NOT TO SCALE .......... 20" MANHOLE W/ POLYLOK FIBERGLASS LOCKING COVER, HDPE RISER AND SAFETY SCREEN 24" MANHOLE W/ POLYLOK i FIBERGLASS LOCKING Figure 5.36 I COVER, HDPE RISER AND Reinforced Silt Fence SAFETY SCREEN 4" DIA. CLEANOUT V11VEN WIRE FENCE SYMBOL ; GUEST HOUSE (SEE DETAIL) SAFETY SCREEN (MIN. 14 GAUGE: F.FL. EL.: f44.5' V/ MAX. 6' MESH 4 DIA. CLEANOUT 10' MAX. c. TO c. SPACING) —�--� GRADE: 43.8' (SEE DETAIL) GRADE: 43.7' 26' MIN LENGTH FF'AICE POSTS DRIVEN MLR& 16' j 12" MIN 1' MIN g" PRECAST '� ;t I1dT[t 6 Nr1• 4' DIA SDR-35 PIPE 2.5' MAX (1/4'/FT MIN. SLOPE) 4" DIA. SDR-35 PIPE CONCRETE SLAB (1/8'/FT MIN. SLOPE) f H�('6' FILTERFILTERil� MIN, F� FOR S.C.D.H.S. USE ONLY INV. INV. + + N r w `> w w w m 2 INV. INV. 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ELECTRICAL & MAC "R" AIR BLOWER A MIN OF 6• IN GRDUNB, os/17/2018 LZ SCDHS COMMENTS(09/12/2018) VAG 4' DATE BY DESCRIPTION APPRVD CONTROL TO BLOWER NOTE: TO BE HARDWIRED TO REVISIONS C_nNSTRUCTI®N SPECIFICt TI©NS TREATMENT NTANK VENT. CONTROL CONTROL WIRING CONTROL PANEL VANSTON BEAR LLC 120 VOLT OUTLET TO OWTS COMPRESSED AIR OR STAPLLES. POTS S14AI-L 11C STIECL, CITPER'T'TO OR 'EUN'CTY SCR tiARDV WIRE TIES , C/O ANDREW BECK,MEMBER LINE TO OWTS 2, FILTER CLI7TH TET BE FASTmi) SECURELY TO WOVEN VWt FENCE WITH TICS P.O,BOX 860,SARATOGA SPRINGS,NY 12866 SPACED EVERY 24' AT TOP A%v MI13 SECTION, FENCE SHALL BE VOVEN W'.RE, MAXIMUMsl IlT?fOF PROPOSED REDEVELOPMENT PROJECT 36" MIN. INSULATED 3 WHEN rV0wcl SE SECTIDP3S n� FILTER CLOTH ADJOIN EACH OTHER TEIi`Y SHALL >� DVER- L.APPED BY SIX TNI AND F.^.:,DCD. FILTER CLOTH SHAI,I BE EITHER FILTER X, 5250 VANSTON ROAD,CUTCHOGUE,N.Y.11935 BOTTOM EL. 28.7 BLOWER MTRAF'1 100X, STARILINKA T14-N, OR APPROVED CWIVALENT, SCTM NO.:1000-111.00-10.00 014.000 PRECAST CONCRETE LEACHING POOL _— _— _— _— ENCLOSURE 4 PREFABRICATED UNITS SHALL P'CCT THE M!'iIMLM REG;3TI:EMENTS SHOWN. (8' DIA. X 12' EFFECTIVE DEPTH) 5 MAINTENANCE SIIALL EC PERFCRIVID AS NZCACIi AND MATERIAL REMOVED WHEN _ ONE (1) REQUIRED 'BULGES' DEVELOP IN THE SILT FENCE' DETAILS ADAPTEII T•RO*�! PICTATLS PROVIDED TIT. USDA - 1s4CS. 0� f"�4'� GRADE NEW YCRK STATE PIEPARTMFNT OF TRtANSP TATIGN, REINrORCED 1�Esf YCRK STATE DEPARTVENT O ENVIRGN NTAL CONSERVATION, ANT GA(! � THE RAYNOR GROUP,P.E.&L.S.PLLC Q 3 (MIN) TO GROUND WATER y NEW YCRK 5-;ATE SOIL. 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APPRVD �\>)6, :: •':�'; :':`:':::;•'• - ���,f�j I tip` REVISIONS "",: { ,.�\ `.1.t,�; :.: ;.,:';::: VANSTON BEAR, LLC :a:'.'..:: ,`: �., ::':�;�•>':•:: :;..:;...,..., C/OANDREW BECK,MEMBER \ `:'':: .........:: T P.O.BOX 860,SARATOGA SPRINGS,NY 12866 NOTES \ "\ � �� ' .:;'':= :::•:: o t� _ :: : � `':: :..... ♦ `� `� m PROPOSED REDEVELOPMENT PROJECT �t .........'.'. Gj '^ 1' 1 ._ �� 5250 VANSTON ROAD,CUTCHOGUE,N.Y.11935 1. LOT AREA: 540,391.47 SQ. FT. (12.41 ACRES) moo, . ;\.\ \'':\°!.-, ::'. `L Q� SCTM NO.:1000-111.00-10.00-014.000 _1. 1.: �. :.: ,. .. .1 �.,\ �.. 2. ZONING DISTRICT: R-40 c3 : *:` ..r. ." �`'A � , ../ EXISTING CONDITIONS �, .,,., c... .1.. y 3. THE SITE FEATURES AND CONDITIONS AS SHOWN ARE BASED UPON 1;::'��:>,-%'a:;:•:` 717 F THE SURVEY OF PROPERTY OF 5250 VANSTON ROAD, PREPARED 1"�� `t 5 v �t, o -T GA & DEMOLITION PLAN BY KENNETH M. WOYCHUK LAND SURVEYING, PLLC, LAST DATED 00 �. �G� O,r ® THE RAYNOR GROUP,P.E.&L.S.PLLC AUGUST 10, 2017. .1Cn fti Sr `;11, 'o SURVEYORS CIVIL ENGINEERS SITE PLANNERS c �, :-0" + DEERFIELD GREEN P.O.BOX 720 4. THERE ARE NO NEIGHBORING WELLS 'WITHIN 150' OF THE J����� '� I'. �` iI ® WATER MILL,NY 11976 (631)726-7600 PROPOSED SANITARY SYSTEMS. 0J a t� f .�' t' SCALE: 1"=50' I ;_ 5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL 0 50 100 ,", -j DESIGNED BY: VAG SCALE: 1"=50, DWG.NO. r� y��J` .r�� �Cr/ DATUM OF 1988 (NAVD88). �p�� J • 073S e.Y��o DRAWN BY: LZ DATE: 08/15/2018 C-1 C� + .3 s" e A.:cAu' ELLO APPROVED BY: VAG FILE NO.: 3387 S ONA GIN E NO,0 354 i / S.C.T.M./1000-111-10-15 / // U. i \\ LAND N/F OF BLAIR HUDSON PECONIC VENTURES LIVING TRUST J4560 VANSTON RD. //// I��' 8.0 m \\ S.C.T.M./1000-111-14-5.2 I I AREA SLOPING EQUAL OR GREATER,P444 20X LAND N/F OF I I RISING GREATER THAN 20'. / \\ JUSTIN BILLINGHAY I I / MELISSA SCAVONE / \ 14505 VANSTON RD. i I I \ I / N a \ 7. �,. U.P. U g x 0 W l �" is E s.ar.M.1loo0 111 10 12 LAND N/F OF / 1 N HARBOR COVE PROPERTY OWNERS ASSOCIATION / � / / •:•�':•,•, •.� / :•':: ::: :': :':To-.':.'. /T� \ / / • / / / / / / / / / / / / / :::•co-... ... \ S.C.T.M./1000-111-14-5.4 \ LAND N U.P. /FOF \ DANNYPIZZOLLA 14795 VANSTON ROAD \ \ o / / / / / / / / / / / / / / / / / / / / / / / / / / / O o \ / eo �' a 2 \ i /80A7 SAS N• r \ / 1 8 a 6 / •1 l�• / r3 6 / / / / / / / / / / / / / / / / / / / / / / / / w / / / / / / / / / / / / / / / / / / / / / / •: ::� U.P. / r •:• . . \ / rS, / 86 36 33 lY. / / / / / / / / / �•��"�• •• 37.6 9 .o O \ d� O cP� -nSS \ y a U.P. s' G a r > E. > \ -� O 0 O +P t7► to e O. s r:..: \ N aN r 1 N LWMT LAWN ¢ \ F.t t, 60,9 S. C� S.0 T.M. 1000-111 10-14 J i \ ,/ \ ,p, S.C.T.M./1000 11} 14 5.3 LAND N/F OF + P40,391.47. ' .57 S ,Q• ., \ VANSTON BEAR LLC .. .... ..... ................... X. a \ 12.41 ACRES tpl TOE OF BANK 0�C� -A\ rLN EX 30, %% \ ro . 1 �•�p16 � S U.P. ■oe aorta w 1p Z +. 1 nro.oem boom IST W G-'•* • nr�t anw C \ / ' 0 1°'•"P.c L 1 5�Y FRM.:- � ._1luw,o ♦ r ♦ + scr�nwo r W ` o.we mntuw ` �— � �. .r` • ` \ IN ` \ �G \ S.C.T.M./1000-111-14-4 N 87.46'42" x ` ' 30.47' $ `� . •' .. `� \ LAND N/F OF "SE° •'• �:.' VANSTON BEAR LLC ... \ HYD. tip• pR .. ..... �- \ �'� • ly 'i i"\.•iii" quo ss. \ \ fit• CIA ' to 16 14 r 10 •� �?;' 1 0. ov 'o 4r 1 \ Y 1 U.P. ,1 ' 1 50 Its 1 � t7 r ��0 � \Z e 2 r°yy� e •\ O S.C.T.M. 10-13.1 LAND N/FOF NORTH FORK KIWI LLC tpOo �t�1 f5700 VANSTON RD. AREA SLOPING EQUAL OR GREATER THAN 20X f RISING GREATER THAN 20'. 0 50 100 150 1171-1 S.C.T. M.# 1000- 1 1 1 - 10- 14 THE WATER SUPPLY, WELLS% DRYWELLS AND CESSPOOL LOCA7IONS SHOWN ARE FROM FIELD OBSERVA7701VS AREA: 540,391 .47 SQ.FT. or 12.41 ACRES AND OR DATA OBTAINED MOM OTHERS ELEVATION DATUM: NAVDSB�-------------- C� UNAUTHORIZED ALTERATION OR AD01770AI TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU7701V LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 77-IE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PARCEL CERTIFIED TO: VANSTON BEAR LLC; MAP OF: FILED: SITUATED AT: NASSAU POINT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING PLLC FND LOC. 10-28-19 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 06-01 - 19 � r P.O. Box 153 Aquebogue, New York 11931 REVISED 08- 14- 18 FILE # ? 7- 123 SCALE: ? "=50' DATE: AUG 10, 2017 PHONE (631)298-1588 FAX (631) 298-1588 ADD TREE & UTILITY LOC. 05-30- 18 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy do Kenneth M. Woychuk 1 S.C.T.M. 1000-111-10-i5 / // U. dtp \ LAND N/F OF BL4IR HUDSON PECONIC VENTURES LIVING TRUST // • \ • #4560 VANSTON RD. \ S.C.T.M.11000-111-14-5.2 .:... ..1 ', :�:li •.i .f 1, . CA LAND N/F OF I AREA SLOPING EQUAL OR GREATERJWW20X ' \ I I RISING GREATER THAN 20' / \ JUSTfN LJNGHAY MELGSA SLCAVONE #4505 VANSTON RD. 9.0 U.P. \ O u N u \ g b m E \ _ (� P d... S.C.7.M. 1000-111-10 12 / 0 �' p :: LAND 1 N F OF N / / l HARBOR COVE PROPERTY OWNERS ASSOCIATION ,� A / / •• •:N•:::�. .::•::.•::•: :::•:•::•::•:• ..� \ S.C.T.M.#1000-1 7 1-14-5.4 / DANNYPIZZOLLAU U.P. LAND N/F OF / f4795 VANSTON ROAD \ \ / tO CA 2 \ / \ ll J 2 B0 / A rN- \T BAS \ / 1 8 ss A. 1 3 6 cll ,• / U.P. \ V86*3w . 33 :m ..... . 37 w o �e W O G } t i m 0 s9 \ i �f- \ zV X , C 2V r co rl �*t \ \ \ / \ ... ... ... .. ...... ... ... ...... .. ... S.C.T.M.11000 i i 1 10 14 ... : ..::.... ,o \ .. a /•� 540 391.47 SQ.FT: :::.::"::::: \ _ _ , p, S.C.7.M./1000 111 14-5.3 2 / `� V;rAf� \ .... ,. v. LAND N/F OF 12.41 ACRES P. ;' \ VANSTON BEAR LLC Or :J:� �' � �' \ ,• � TOE , .BCUFj,.. •'��. �!' _ 44• �,r, \ ties ✓ �` ' i ./•,• tea'. `'~+. \ TOE OF BANK NN �•' _> R y~ \ Y " OHO 8\` :�':t'11 :':'�'.`.;'':""1;'>.''• + M/ '`:• \ LL__ \ �o _ • LE :.`qtt''::': (� N U.P. m o \ • a 0 a::ss:_;:;::::'.' ► WALL 1 EL£C. \ . / 1 :y:;coTTAOE:;.i;�ip:• cS \ 0. \ . ... .. .. .. . .. ... .. ..... .. . ... .. ..... .. ... ... .. .: O L \ ii .. . .. . ... ... .. .. 10 .. .. ... .. .. . ... ... .. .. .. .: 1+ W \ ` CK CONC PATIO... Ry�t • .• \ D.M w iv 4S \ C31 3 3R. 1• 710 r �n C7u...�... !N wN>' • A dam' N 8 as' 42 s cr.M. 1 11 - ••• G / 000 1 14 4 3 ::: :. 0.4 7 � LAND N/F OF Vt.� \ M� VAN STON N '••'li•'' JE. BEAR LLC Q 4 -� I� �s�\o-S.•. \ Vo- oC N 14 ...••� t Z40.Q E F N 92 ac s < 0 50 100 150 C s93�, Gam.'':��:•'•:��::•'�:.•'�:• -� •'• .� � � t 6, �'}• '\ C� a ,,��•,, a. U.P. tl S. C.T. M. 1000- 1 1 1 - 10- 14 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 'b""'•••••• �9 '. LOCATIONS SHOWN ARE FROM RTELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS �.�.• :'�• :::•....••:••:••':; .: ;•• �� `�zz AREA: 540,391 .47 SQ.FI". or 12.41 ACRES NAVD88 ss•� ••••.::'::': :�.:�::.�.. ::_.:::'••:::::•::•::::: :�•:-•��::':' EL EVA 77ON DA TUM: ............: -------- UNAUTHORIZED AL TERA 77ON OR ADD177ON TO THIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF 774E NEW YORK STA TE EDUCA 71ON LA W. COPIES OF TH/S SURVEY 6 t MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN � ••. B � ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITU779N %k1b 1 LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS \ AND/OR SUBSURFACE S7RUC7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 77-IE TIME OF SURVEY \ 46 S.C.LM.#1000-111_10-13.1 SURVEY OF: DESCRIBED PARCEL CERTIFIED TO: VANSTON BEAR LLC; y ��•`�° NORTH NIF KIWI F NOR LLC MAP OF: \ y�,° 15700 VANSTON RD. FILED: SITUATED AT: NASSAU POINT FINAL SURVEY 06-25-21 AREA SLOPING EQUAL OR GREATER THAN 20X FND LOC. 10-28- 19 R15Z►iG GREATER THAN 20'. TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 06-01 - 19 P.O. Box 153 Aquebogue, New York 11931 REVISED 08- 14- 18 FILE # 1 7-123 SCALE: 1 "-50' DATE: AUG 10, 2017 ADD TREE 8c UTILITY LOC. PHONE (631)298-1588 FAX (631) 298-1588 05-30- 18 Goo N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy do Kenneth U. Woychuk OCT 2 6 2021 -1.p• BUILDING DEFT. TOWN OF SOUTHOLD , , I I \ I , I 1 , ROPa ��W an , \ LCf e0.. SUFFOLK COUNTY DEPARTMENT OF HEALTH SGRVIC€S APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE N ee'9ess• + 9xeo' bA +, UFlto_ rmrmnl H S HDI.Nq. nloreama TPe eeNi3 tlippialgM water eeFFlp Ia Ift—al0e I-MP—Iv i Mbb s rrepeKod arq,•ervitod ey Nn Depagl worepwragoraeaend to,red to oa omMwery FORAMAXIMU\I OF--gin-DEDROONS. arum�a+'e' 9e.'tri EF '� a ''; ortaWlwemd«e�NW�3WRmm OG S.C.LUp000-ill o-1A P n y\ 510.391.a7 So. - S' \ 12.d1 ACRES ,•�., wav w..uc ��'y� Ar �%2��,♦ Ne Xv, , a , , , 0 50 too 150 S.C.T.M.#1000-111-10-14 #R70-18-0096 egelnR swxcari�xwWvmi8 AREA: 540,397.47 SQ.Fr. or 72.47 ACRES wmo," NAVD e„""'s .ate ^• �` ExfvAnov aArou.NAVD8 uN.wrNpagn urwAndv qR Amrrov ro rms suR+gr a A wcunew�sfenw 7xn ar Ne New mer srArE Ewurrov ure s w ♦ � 1, uAP Nor aEAmxc rNE uum wR,crms EkWoS 1 srAc W NWr eE cavaWfto ro of A YAw I. cxnx wARA-MI-( l'Nl—auN w1Y ro Nf PERSCW fWR YMW Mf RmLfY IS PREPARED AND LYI N/S REI/Alf N ME NIf LWMPANY.wYCRNNLNIAL ALCNCY ANW IfNdNC INSDNRw 5• USIFO HEREEW,ANW ro ME A95Rm£C9�!«E UN(NNC msnNnWN,wARANI6S ARE NWI NAN.4EIIA6IE �'\ �F pRYni M pkEN9W5 9ICMN MEREgV mw ME PRD^Ewry UNfS ro ME SIAUCNRES ARf f A SPEOfIC mmP L AAD7 USE rNf«fabeF M[Y�f a, \ IENDEW ro 1lCNUUENr INS PROaFNry LINES 0i ro CLINE 1«E'ERECnw 6 fFN.TS AwrnOYAE 9IRUCNRC9 WP ANW WmEF eDwiWHY[NIS AND/WR SV&F%AC£SIRUL'2m£S RECOPLgD'WR UYRECDPttD ARC HOT wARANIfFD UN(ESS PNY9CVLY EKmirW mE MENSES AT mf nUf WF 91/R1fYrs suRVEY or:DESCRIBED PARCEL tE0FNE(y1- CERTIFIED TO:VANSTON BEAR LLC; WpApO,P� ++ REVISED SANITARY 09-05-21 :� SooAtm AnNASSAU POINT r- "o FINAL SURVEY 06-25-21 •\ mm«mw.v mw,m mAN on SOUTHOLD FND LOC. 10-28-19 - r^ �� KENNETN M MOYCHUK LAND BURVEYINO,PLLC REVISED 06-01-19 FFOLK COUNTY,NEW YORK ys n oe 9 g Proreeelonal fiend Surveying end Dealgn f 3 e 5J P.O.Do[153 Aq,—g—New York 11931 REVISED 08-I4-18 \ eep«e WO-- vex(.0 sae-iaee ADD TREE&UTILITY LOC.05-30-18 SU nu I7-123 sr•v.1•=50' OAIE:AUG 10,2017 MY.S use N.DSoeds e.r,w•ia w,tea.r�1. rm.0 r..,m,a a- i U.P. �'•. \ S.C.T.M.#1000-111-10-15 / LAND N/F OF BLAIR HUDSON PECONIC VENTURES LIVING TRUST #4560 VANSTON RD. / 'bo'4 N 8.0 �_ \\ S.C.T.M.#1000-111-14-5.2 NOV 0 3 2021 LAND N/F OF AREA SLOPING EQUAL OR GREATER_THM 20% \ JUSTIN BILLINGHAYBUILDINGRISING GREATER THAN 2 / \ MELISSA SCAVONE TOWN OF SOUTH \ #4505 VANSTON RD. I \ LD I 9.0' \\ I 1 / / o U.P. \ R0 U P. / Y \ o N \ \ A � C S.C.T.M.#1000-111-10-12 / + 0P1 p A N \\ LAND N/F OF / 1�10 p.:' m_' ' \\Iv \ HARBOR COVE PROPERTY OWNERS ASSOCIATION YY N .. .. .N P... . . CD t \ S.C.T.M.#1000-111-14-5.4 LAND N/F OF U.P. \ DANNYPIZZOLLA V, #4795 VANSTON ROAD Z // � 6 N 0 0 a /BOAT BASIN U.P. \ // ° \ SUf FOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE N 863633 W / / / / / / / / / OD = 37.69' \ 10/21/2021 R10-18-0096 \z / / / / / / / / / �, `� \ Date H.S. Ref. No. \ The sewage disposal and water supply facilities at this location have been LEG = 'Qu-P• \ inspected and/or certified by this Department or other agencies and found CD to be satisfactory FOR A MAXIMUM OF 6/4/0 BEDROOMS. 7 RAID N�P 'E E., HIEF Office of Wastewater Management 03 106 .. S.C.T.M.#1000- 111 - 10-14 �� �-� 540,391.47 SQ.FT. 4P , If -P- S.C.T.M.#1000-111-14-5.3 26 G v 12.41 ACRES 24 P \ LAND N/F OF \ VANSTON BEAR LLC p2 \ C XI \ °F of _ ��-�,`•,'' �, ter, T TOE 0 BANK F j \ L . 5 b r° / p U.P. E \ 0 WALL e \ \ ro a P CELLAR G� O f� � l N % � ...ni. -28 8 1 STY FIRM. W CS \ d OTTAGE O 0. 20.5'. ..: .. ... .. J3 - CONC PATIO ! MEL 5 \ 39' �— O� ��oy GROIN � " c.o. � 85.5' N 87°46'42" W 9 �T }34 \ \ 97• \ S.C.T.M.#1000-111-14-4 30.47' 47•-- \\ ECK WV. \ LAND N/F OF "tied ---ae'- 'S000 \ VANSTON BEAR LLC HYD. ' �\ W \ a Poo` ..... a" -A 1 v \NG 15 PO�Na \ \\ x" \ wN ' -i�wg�L II Y �_ OD o - 96 \ U �s "� 40 9 / � N OF3� \ 7 M 16 � ,•w,W FE,,� by c'S 14 o ZZ \ o Z> E F AN U) 0U $z , 10 92 2 \ �O p { 09 \ \ \ O \ 9b\\\ 1 Q 6 V' O A ,NJ p \ J• f t'c1°��p'6� � �� N � \ \ O- 0 50 100 150 U.P. \ 40 \ S. C. T. M. # 1000 - 111 - 10 - 14 a \ ,#R 10- 18- 0 0 9 6 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSP09L Leo �y , LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS �¢ AREA. 540, J91 . 47 S Q. F IT. 0 r 12. 4 1 ACRES AND OR DATA OBTAINED FROM OTHERS. ,�, NAVDBB ELEVATION DATUM: ------------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS SURVEY ° \\ MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY lS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ,4RE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS \ AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY ,, S.C.T.M.#1000-111-10-13.1 SURVEY OF: DESCRIBED PARCEL �0 F NEB/ CERTIFIED TO: VANSTON BEAR LLC; ,�,o LAND N/F OF NORTH FORK W LC MAP OF: P� ��A M Woc #5700 VANSTON RD. FILED: , REVISED SANITARY 09-05-21 SITUATED AT: NASSAU POINT r \< O FINAL SURVEY 06-25-21 4- AREA SLOPING EQUAL OR GREATER THAN 20% RI G GREATER THAN 20'. TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING PLLC END LOC. 10-28- 19 SUFFOLK COUNTY, NEW YORK �5�, °s08S2 ��� Professional Land Surveying and Design REVISED 06-01 - 19 � N S P.O. Box 153 Aquebogue, New York 11931 REVISED 08- 14- 18 #� \ ADD TREE & UTILITY LOC. 05-30- 18 FILE 1 "=50' AUG 10, 201 7 PHONE (631)298-1588 FAX (631) 298-1588 # 1 7- 123 SCALE: DATE: � N. Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M Woychuk ' 'ems - 5 - •° - _ r' .- .. � ., - «'� R Y..�ia,<�� " .. - " ' .. ,ti � - • -.. a � - � - ` .. � ' - � _ .S a ,. .a f,z if'1� . � � - `sue <'x:., ' x _ �a `"' Y WITH ALL CODES O NL K STATE &TOk,1IN CODES AS kL��jiRED AND CMIDITIT.,, S M", " bt'*s£+�[-}[MSS.FP,R:DRMM.g�>k��Mpalt�4�•Q^PAR, i/clW.>?�ted:aY -i ;ti i id 4'$i 4, ..y,L_ , ED ` $ S. N.`.�.fAS,ii a' LL fir i gg nit 4 �c gc f � OP *§' 9�' j a _ Tz EPA F TE OF f f{/i 7 S ida33 tIN # d'iTE[[��\\jj ` r° NEED r �i b sJ E`ru."Ilp�'� RING o ; e r , C k. p g a `. . 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AM F100 s , < l > a t ° : , t i w 1 F a n M < ' a ,p. = m. �a1M=H0vECv® own=. ABBREVIATIONS PROJECT DATA t g 2 Nl0 ABV ABOVE HC HOLLOW CORE 1 � 00 0 AFF ABOVE FINISHED FLOOR HM HOLLOW METAL PROJECT: NORTH FORK RESIDENCE � w N o ACOUS ACOUSTICAL HORIZ HORIZONTAL ADJ ADJUSTABLE HB HOSE BIBB ANOD ANODIZED INCAND INCANDESCENT PROJECT ADDRESS. 5250 VANSTON RD. A/C AIR CONDITIONING IN INCHES CUTCHOGUE, NY 11935 o W Q N , � XO O ALTERNATE INCL INCLUDE(D), (ING) NWT_ -' ALUM ALUMINUM ID INSIDE DIAMETER � E_ N N ADA AMERICANS WITH DISABILITIES ACT INSUL INSULATION, INSULATING LL — A.B. ANCHOR BOLT INT INTERIOR 0 0 ARCH ARCHITECT(URAL) LAM LAMINATE (D) ASPH ASPHALTAIN HV EFT HAND = Z (h M BRG BEARING L LENGTH, LONG W I M — BM BEAM LLH LONG LEG HORIZONTAL 0 ti 3 B.M. BENCH MARK LLV LONG LEG VERTICAL T_ Z N 3 BTWN BETWEEN MSRY MASONRY BIT BITUMINOUS MAX MAXIMUM T_ Q N 3 BLK(G) BLOCK(ING) MECH MECHANICAL BD BOARD M.C. MEDICINE CABINET Z O B.S. BOTH SIDES MED MEDIUM Z N B.W. BOTH WAYS MBR MEMBER BOT BOTTOM MEMB MEMBRANE CO a B.O.B. BOTTOM OF BEAM MTL METAL B.O.D. BOTTOM OF DECK M. METER(S) BUILDING USE: SINGLE FAMILY RESIDENTIAL B.O.S. BOTTOM OF STEEL MIN MINIMUM _ BLDG BUILDING MISC MISCELLANEOUS BU BUILT UP NOM NOMINAL CAB CABINET N NORTH C.I. CAST IRON NIC NOT IN CONTRACT C.B. CATCH BASIN NTS NOT TO SCALE CLG CEILING OC ON CENTER(S) . ti �c C, r'�- �ij, EM CEMENT O.H. OPPOSITE HAND CER TILE CERAMIC TILE OPG OPENING U , CIR CIRCLE OPP OPPOSITE CIRC CIRCULAR,CIRCUMFERENCE OD OUTSIDE DIAMETER CLR CLEAR PAD PAINTED PROJECT DIRECTORY COL COLUMN PANEL ELECTRICAL PANELBOARD .,. COMB COMBINATION PERF PERFORATED (P. CONC CONCRETE PLAS PLASTER �� . G37'85'I'� 07� CMU CONCRETE MASONRY UNIT P LAM PLASTIC LAMINATE OF N N4A CONST CONSTRUCTION PNL PANEL CONT CONTINUOUS, CONTINUE PL PLATE Civil En Ineerin MP En Ineer 12-12-2013 CTR CONTRACTOR PLYWD PLYWOOD g� g g� C.J. CONTROL JOINT PVC POLYVINYL CHLORIDE The Raynor Group, P.E. & L.S. PLLC Ripcord Engineering Inc. CNTR COUNTERTOP POLYISO POLYISOCYANURATE BOARD 860 Montauk Highway,P.O.BOx 720 PO Box 4175 D. DEEP PSI POUNDS PER SQUARE INCH Water Mill, NY 11976 Portland, ME 04101 DEMO DEMOLISH, DEMOLITION PROP PROPERTY LINE N O RT H F O R K DTL DETAIL R. RADIUS Contact: Vinnie Gaudiello Contact: Sonia Barrantes DIAG DIAGONAL REF REFER(ENCE) Phone: (631) 726-7600 Phone: (207) 835-4060 DIA DIAMETER REFL REFLECTED Email: vinnie.gaudiello@raynorgroup.net Email: Sonia.barrantes@ripcordengineering.com RES I®E N E DIM DIMENSION REFG REFRIGERATOR DR DOOR RAG RETURN AIR GRILLE D.H. DOUBLE HUNG REQ'D REQUIRED Landscape Architect Lighting Designer DBL DOUBLE RH RIGHT HAND Margie Ruddick Landscape Byrdwaters DESIGN, Ilc DS DOWNSPOUT RO ROOF DRAIN 11 Ne eran Road Unit 6 3939 Black Gold Dr DISP DISPENSER RO ROUGH OPENING p DWR DRAWER SCHED. SCHEDULE Tarrytown, NY 10591 Dallas, TX 75247 DWG DRAWING SEC SECTION Contact: Margie Ruddick Contact: Steven Byrd E EAST SHT SHEET Phone: 212 796-5087 Phone: 214 460-2673 ELEV ELECTRIC(AL) SIM SHELVING ( ) ( ) 5250 VANSTON ROAD ELEV ELEVATION SIM SIMILAR Email: margie@margieruddick.com Email: steven@byrdwaters.com ELV ELEVATOR SC SOLID CORE EXIST EXISTING S SOUTH EPS EXPANDED (EXTRUDED)POLYSTYRENE BOARD SP SPACE (S) Architect Geotech Consultant GUE, NY, 1193. EQ EQUAL SPEC SPECIFICATION, SPECIFIED LakelFlato Architects, INC Soil Mechanics Drilling Corp. EMERG EMERGENCY SQ SQUARE 331 Third Street 3770 Merrick Rd ARCHITECT EX EXHAUST SS STAINLESS STEEL San Antonio, TX, 78205 Seaford, NY 11783 LakelFlatoArchitects,INC EXP EXPOSED STD STANDARD 331 Third Street EXP JT EXPANSION JOINT STL STEEL Contact: David Ericsson Contact: Nelson A. Ruiz Jr. San Antonio,TX,78205 EIFS EXTERIOR INSULATING FINISH SYSTEM STOR STORAGE Phone: (210) 679-2327 Phone: (516) 221-2333 (210)679-2327 FEC FIRE EXTINGUISHER CABINET STR STAIR, STRINGER Email: dericsson@lakeflato.com Email: nelsonr@soilmechanicsdrilling.com FIN FINISH (ED) SD STORM DRAIN FIN FLR FINISHED FLOOR STRUCT STRUCTURAL CIVIL ENGINEER FP FIREPLACE TAS TEXAS ACCESSIBILITY STANDARDS Structural Engineer Specification Writer The Raynor Group,P.E.&L.S.PLLC FLR FLOOR(ING) TEL TELEPHONE Benson Woodworking Company, Inc. Introspec, LLC. 860 Montauk Highway,P.O.Box 720 F.D. FINISHED DIMENSION TV TELEVISION Water Mill,NY 11976 FD FLOOR DRAIN THK THICK(NESS) 6 Blackjack Crossing 930 Sun Valley Drive (631)726-7600 FLUOR FLUORESCENT T&G TONGUE AND GROOVE Walpole, NH 03608 Woodland Park, CO 80863 FRP FIBERGLASS REINFORCED PANEL T.O.P. TOP OF PLATE Contact: Jim Bannon Contact: Elizabeth Cummings LANDSCAPE ARCHITECT FRZR FREEZER T.O.S. TOP OF STEEL Phone: (603) 439-2016 Phone: (972) 644-5550 Margie Ruddick Landscape FT FOOT(FEET) T.O.W. TOP OF WALL Email: Im bensonwood.com Email: elizabeth intros ecllc.com 11 Neperan Road Unit 6 FTG FOOTING T TREAD,TEMPERED @ @ p FOUND FOUNDATION TYP TYPICAL (212)796 5087 0591 GA GAGE, GAUGE LINO UNLESS NOTED OTHERWISE GALV GALVANIZED VERT VERTICAL G.C. GENERAL CONTRACTOR WSCT WAINSCOT STRUCTURAL ENGINEER GL GLASS WH WATER HEATER GENERAL NOTES Benson Woodworking Company,Inc. GYP BD GYPSUM WALL BOARD W/C WATER CLOSET 6 Blackjack Crossing GYP GYPSUM WP WATERPROOFING Walpole,NH 03608 H/C HANDICAPPED WWF WELDED WIRE FABRIC - 016 HDWE HARDWARE W WEST HDR HEADER WIN WINDOW GENERAL PROJECT NOTES MIP ENGINEER HVAC HEATING/VENTILATING/AIR CONDITIONING W/ WITH 1 REFER TO COMPLETE SET OF ISSUED CONTRACT DOCUMENTS FOR APPLICABLE NOTES,ABBREVIATIONS,AND Ripcord Engineering Inc. H.D. HEAVY DUTY W/O WITHOUT SYMBOLS. PO Box 4175 HGT HEIGHT WD WOOD Portland,ME 04101 H. HIGH 2 DO NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR (207)835-4060 OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING. 3 ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC CORROSION. LIGHTING DESIGNER SYMBOLS 4 SEALANTS EXPOSED TO VIEW SHALL BE CUSTOM COLOR AS SELECTED BY THE ARCHITECT.COORDINATE LOCATION Byrdwaters DESIGN, OF SEALANT AND COMPATIBILITY OF SEALANTS WITH ADJACENT WORK, BUILDING MATERIALS,AND OTHER 3939 Black Gold Dr CONTINUOUS SEALANTS. Dallas,TX 75247 5 COMPLY WITH ALL APPLICABLE CODES, LAWS,ORDINANCES,ORDERS, RULES,AND REGULATIONS OF AUTHORITIES (214)460-2673 4 ANGLE 100A DOOR NUMBER HAVING JURISDICTION. CENTERLINES 6 REVIEW DOCUMENTS,VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS C CHANNEL SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING t PENNY ANY WORK IN QUESTION. PLATE 2.02 WINDOW NUMBER 7 COORDINATE WORK WITH THE OWNER, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING � DIAMETER ACCESS, USE OF BUILDING SERVICES AND FACILITY. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND VICINITY M A P W WIDE FLANGE BEAM ELEVATION MARK - HEIGHT ABOVE REF. ELEV. (0'-0") OCCUPANTS. 8 MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH OWNER AND/OR PROPERTY MANAGER TO ENSURE SECURITY. 1l REVISION NUMBER 9 MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES,AND ALARMS IN CONFORMANCE WITH APPLICABLE CODES AND ORDINANCES. 10 EXAMINATION OF THE SITE AND PORTIONS THEREOF THAT AFFECT THIS WORK SHALL BE MADE BY THE GENERAL ROOM ROOM NAME & NUMBER CONTRACTOR PRIOR TO STARTING WORK,WHO SHALL COMPARE EXISTING CONDITIONS WITH THE CONTRACT 212 DOCUMENTS AND SATISFY HIM/HERSELF AS TO THE EXISTING CONDITIONS UNDER WHICH WORK IS TO BE s,<:. ` , a :. PERF RMED. N T R L "' 0 CO TRAC O SHA L AT SUCH TIME ASCERTAIN AND VERIFY THE LOCATIONS OF EXISTING :„: , , : ,. ,.A _ : g ,... .3. ,.. qp ro h > .. ,... n, ,.> > ,,.-.> .g;� , ern « : ..., _ x n , , ". ,! " u .s < ; r , TR T RE AND T IT E � " " ' " S UC U S U IL I S. -� „" ffi. ;'s �r' p t� -'::' , .af "g, k,m;, , ran i <:, y 1 ., 11 ALL MANUFACTURED ARTICLES MATERIALS AND E UIPMENT SHALL BE INSTALLED CONNECTED ERECTED ". . Q , , kr 4 e. :.,:,a. k r. LEANED AND N D m '°:.'' s. :`" , , C CONDITIO E PER THE MANUFACTURER S INSTRUCTIONS. IN CASE OF DIFFERENCES BETWEEN - ' . . ;F., . 4 , ,. , ,,,, .> . k; : , ..: A:': _. r. . A ": ,�, �.:x,:>, ,,. -Ar:, , .' ,;,,,. v ,; s e^,-,-: .,-,>. >,. :,.,a.56; x d ,y m>. „`:Es r,2!:.... .. ...,.. < as b , r , x;.'„«'dam. .. p,. , 4 A700 2 INTERIOR ELEVATION NUMBER & SHEET NUMBER . , r<.,. : q, <. „- ...... . MANUFACTURER S INSTRUCTIONS AND THE CONTRACT DOCUMENTS,THE CONTRACTOR SHALL NOTIFY THE , , f _ :::..,'.z.:` ' . ;; • � . "":. :,. ' , z ARCHITECT BEFORE PROCEEDING WITH THE WORK IN UESTION. ' Q , > r J r .a,. < :" ` ,raft 12 DAMAGE TO NEW AND EXISTING MATERIALS FINISHES STRUCTURES AND EQUIPMENT SHALL BE REPAIRED OR <. REPLACED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. , - ,:: ?.;' ,<� ;. ,,' ,,..., .a , -.... '. } .. ,'., : ^,. < 2019.05.15 L F PROJ.NO. 13 CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS OF ALL SUBCONTRACTORS AND TRADES ON A a 4' „' DETAIL N MBER ,, ,. DAILY BASIS AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO PREVENT ANY DIRT DEBRI > . ,,.< . . S,OR DUST a>.<d._. . e x, . p:. -; „ " PROJ ARCHITECT DE DRAWN BY . . ,,, " ,: ` " : Autho A900 SHEET NUMBER FROM AFFECTING ANY FINISHED AREAS IN OR OUTSIDE THE JOB SITE. BURNING OF DEBRIS ON SITE SHALL NOT BE : ". , ' .> .. PERMITTED. .. „ . , :' .. :,. �' �,. d.. :,. :.,. Y:. a .,%`•, ,. ., ..%, '1 _ n < 14 CONTRACTOR SHALL NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE , w ?: : : , ,�.,.,:,', ',, CONTRACT AMOUNT WITHO T AUTH RIZATI N F , U O O ROM THE ARCHITECT OR OWNER. FAILURE TO OBTAIN " ; . ,;: ,, ..,, 4 s.. : SET ISSUE DATES T AU HOR ZATION SHALL INVALIDATE ANY CLAIM FOR ADDITIONAL MPEN "` ' SHEET NUMBER CO SATION. p' ,, r>`d a, `, `' ::'. DATE ISSUE xb, , .:: , . , ; :x A4 , ,; :' 00 3 4 „ .,: �, , - k 8' 2018.10.12 BID T EXTERIOR ELEVATI N N MBE ,, r SE O U R g. < .' : t. , M a " " I a . ,,� 2019 01.11 BID REVISIONS ,� „,. _,.,,,, ,. , . ,. , �... .,. . "Y, -.. °" , . '! ;:: �., . :. ,- , . s. w , „ 201 P RMIT 9.03.08 E SET PRE TRU T �,�;,.,�' SEES , � . . < s ' „, " 2019.05.15PERMIT SET— TRUSTEE R V r . r.. . 5250 VANSTON RD S E C O NUMBER r, , . ' ., . ,, 2 € r 31 UE NY k ,,. _" ,.. - , M. UACHOG : , �e. q .:. ;', M 5: vs; >> SHEET N MB "' ,. � ,, �':: A900 U ER E... $. „_. :` > , , ., ^ . v , . . . ¢' Ra « •..: 'S" ,y.d ':, d"'7y " - 'r r , �a ' a' s.• r i'. ter: : ..` - .. „,. ,;,� .,..>: a„f� 's,',�- r a. '"«rsw �, 3 s a i s' x,;": . E i ' ," ' ' r >' '� a z §. e' B.>' a' �,t f`'?p r ..�,, .ram a > e'. „', :.' .,Y. ., < $ r ... .. § , ". .. h :,' �. ;: i t r +"'- " < , "'< R .P. n W' �' s ` REVI ,: ,:. ° '„ �,_ SIONS '. I °^ :b, h i' F. S " , '" ,. •''' I"° i� a .. ' Aw e .J "Vida< "�,,,{4 :: . O. DATE DESCRIPT N .>' 10 , ,�= ' . " I �. ,.. .,. . . . ., . am � , , � , Q W .., ,',. .. q .. r .. f ,a A a a4^- _ 6' AD E &s t PTED COD O S d' s �b ki °,L q S, "., , f� S. akti-` `n .F`a 3Y F' .:. " M x < - z,. , . { �' .d d C"^" .. ,k': 'r,., t ,ax . •m..m,. a y0� k {, �.r,. J ^��, ��a 5�• , ,c „ ., '.: .. §; ' W Y ., a } 3 '£ • r .<a,- s w a. NEW YORK C 0. E..,.: r I fY NY .: '..- 2 1 In rn I n 1 B I I >>�' 0 5 to ato a uidn o C de 'g,°�` 9 ,,. , my : „ u a z .,. . s :: , !E €;' , 2015 International Residential Code __ ��, ^ , ,.<< , : M r ' ` &,, 4 z r " _• > ,! S 2015 Internatlonal Existin BuIIdIn Code �. .. . �, 9 9 �, , ,, , ' , ., d ' „ 2015 Internatlonal Flre Code ,.a, ,-es. - A k <e�`'a• t :, !.3.: .,«y,,�:,a K;`;"° - •f•i' H.,: .. .... d § .,. .. 2 1 In r , .. 0 5 to nat ona Plum in • Y b Code r ,, ,,.- _ a,r.. x a: a :. .. - .. .fr=.i.: w.. ..: 2 1 Int rn tI n I M h i .r� 0 5 e a o a ec an cal Code , . ffi. h �: „ , , C E %a ? .,x :_^ =,r ...w:•. .g i roa <, as,.�f.. 'alY ,. 2015 Internatlonal Fuel Gas Code . rea: <,' 2015 Internatlonal Pro ert Maintenance Code ,, � : " K; P Y M x ,. p „ . R „ r., . r , > , Z " - 2017 Uniform Code Su lement °, W , pP . U y: x., , a 2015IntrntlnlEnr W e a o a a Conservat on Code > . gy „ " .. ' .� .. - .. 2013 ASHRAE 90.1 F ' ... . u,, ,. .. 21 0 6 Su ement to the New York State Ener Conservation Construction Code pp g ' Y x,, E i r 0 r,�� LL I NF ORMAT , IN .�< 0 H , a :a< . . . S . O O ' - 3o , 1 ,. .. N N . : : ,�• nd .. , ., ., a ,., ^ x.,. n ,-. ., ..3 ..,. ., s• , RESIDENT _ d I� E _ •; $ ` �.-,e s Up O 4 ,. s> . a . .. _d. , >D ands... a••:aua -.-:. .J.e„„--...,," E°:...,,,. ,.., ,s»,<>..,__,.... .,....°�'.,>, a� ,.,»,.,,". s.,,.... „�,,,.Po„<. _ —".ra.a,> ,.,.e.�w,,., ..s,�,;:..c,",,,.aea�„",..,..�aP.,",. ,>.<w„m,>. 3�_ ,;.�,r., ,w"< a,;,�.<.. ..s <._,...n, .,,A..,,s:<,ar..m . .... «a:,.xi,>�,_w,,,. �,,.....ws.e. .,.,�s,...<s>d„,. .aFa-ave O U s � r a -M m a fi a) - -a ! F r-'" § ARCMITeCTe INC. 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S 91814.1 -;}'r:•.;:•::•rr:':•r:•:•r.'{::•:•�. \ I .....>............. :::::,:.. .� � 9 N/F DAVID BOFILL VACANT NO WATER SUPPLY �( N......0...............+............ r \ > : :: :: ::: ::::: :: ::::: <:. :�:1..........:...........�............ .. /� \ SEE SHEET C 2 FOR a \ A . ........... .. ... ... ... ... .. ........A-..........,.............,:�............ p , 1 -_ 0 10 N/F 5345 VANSTON ROAD LLC VACANT NO WATER SUPPLY r�`'�. \ s•? -+ :`: : : 1 :: : ::':: ::::. :::: :c ::: : : ::.::::A::::'::::::::::::.:: ::.'::. .::. > 11 N F DAVID BOFILL SINGLE FAMILY RESIDENCE PUBLIC ARCHITECT � o ... ..,.:•::;A ::•::�ti:::•:�_:�:�•:-;•:::;• ;•;�::;•:::.: •`..o,� ,r � SITE PLAN INSET / L C WATER .P cn r" . .. : :: ?i :: ?'......: ....... , \ 12 N/F EILEEN KASSCHAU SINGLE FAMILY RESIDENCE PUBLIC WATER LakelFlato Architects,INC 1 o `"��(. 13 N/F NORTH FORK KIWI LLC SINGLE FAMILY RESIDENCE PUBLIC WATER 331 Third Street N N. . •.�.?e•::\.�:.....:::::•:::::::::•:•..:.'._::::: � ; > '� San Antonio,TX,78205 .:::::....... :::::::::::::::: ::::::::.� 210 679-2327 ............ .. ...... ... ........... ........ :::::::::. :::::::.............................. ... .....: ':........ ......:..::..:....................... ......:... bi ::.::. :: ........Q'.._..::.:::.� .........:.......... i , ) I EXISTING WELL TO Z ::::: '. ::�::::., .:�.:::::::::: .�:::: :::::::...... ) { BE ABANDONED �: ::::J2,:'::::: N.......:..........:....:�1.. .. ......... iI U.P. \ CIVIL ENGINEER a ::.: ... :: '.<::.:::::. ::.::::::.: The Raynor Group,P.E.&L.S.PLLC �'_:::::::::::' :: : :`::_:::;:t::':::; ::::'::' ,> EXISTING CESSPOOL TO \ cP. .:::;�: Z:?: :::" ::?s ::::: _:::::::. .'.:: �:.:. : .'. :::..r / / �� / 860 Montauk Highway,P.O.Box 720 �,, : ::\:::::::::`:.. . ::..... .-- _......::-:' ::..: ::::::..........r... , � � � \ BE ABANDONED & .y a .............�........�.: ...%......'::.'.'.r.'.:. / U.P. ,•9 Water Mill,NY 11976 ... .. \ v', ::::" ::: ' ........_:::;::: ;::: ......:::: : i , •;�` a/ REMOVED IN ACCORDANCE (631)726-7600 " ' W/ SCDHS STANDARDS G� '• o e..oF LANDSCAPE ARCHITECT w�\ EXISTING BOAT F ///' �'�0�•o � �� Ri• EXISTING RETAINING WALL Margie Ruddick Landscape y \ HOUSE TO REMAIN duo g p %, . G.F.A. ±331 S.F. - TOE OF SLOPE,.' ; �, SRO wEo � \ �'- 11 Neperan Road Unit 6 � y \ �� "DRY" r\P ISTIN CLEAR NG ; �: x�SI�N� o o �i E O 9 (212)796-5087Tarrytown,NY 10591 A' �'� GPSj60,950F` STRUCTURAL ENGINEER ' i 4 A Benson Woodworking Company,Inc. �.\ PROPOSED SILT ENCE °' A — _ ' �%' Rj��'/ / `24.3'\ y \ 6 Blackjack Crossing Pi 0 (603)439-2016 >O \ N���iEM / !9 \� Walpole,NH 03608 \ EXISTING CESSPOOL TO BE '"_ "w �` i i� Js •�,iy'�o �-' ��O- N p 00 PUMPED AND FILLED WITH L' ' ND IN ACCORDANCE W/ ::::. .:, :;::: : : I \ c\� • SCDHS STANDARDS ::: :: ::a:. ' : .� .:: I o��;'s� ,r,<J _ --------------------- - - - -- I M/P ENGINEER ie :.t' O.:Fq::BL F :. oGtic+ `��� ----- ---_--- --- ------- - --- Ripcord Engineering Inc. `E N 87.46'42" W \ ::.•- :'r::.: . :: 'yc+eP \,�---\'�� _ PO Box 4175 e 30.47' �:::j':::':::':::<::.- : ;: .::': Fq1 / --'- \ _�'' Portland,ME04101 GROIN GROIN : . : :. :: : :: i�s}..r•:: ''':'� m�°�I \ - - -- / .\� (207)835-4060 zQ 5ING::GREAT-E -': 4AN:. ::.' '�°F •$-iEo \ ��� W.V. LIGHTING DESIGNER EXISTIN 1 TOR �\ \ GUEST-0 SE Byrdwaters DESIGN,Ilc \ .: ::...:..:.:..'...... r:. .. G•F - ,057 S.F. ) 3939 Black Gold Dr �� .....'... ...`.......'..:..... .'..'... 1 \ \/ Dallas,TX 75247 Al d `:.:: :::;::.,:;`:;;;`::.::.:.:::::..::::.. I IN C EA I N G \� EXISTING TON DRI EWAY � '• (214)460-2673 \ S80 '::::.::. . J J �, \ EXISTIN TG I q� TO bE RE' OV .:.' . ....... MBEI IM T (t60 95 S.F) \�. '::::: `TY,o REMOV TOE Ire :. ... : U.P. �. : CID ..::.: ::: T Ei F LOPES..q-t.._ - - 00, �.. 411 Gam: ... . `e L ,l, '• .. :;`-Lt.`s:� .._�,... �\ �z � 0 F PROJ.NO.y.\ ��'�:•:.:.;:.`�.:�`�: :�•:,�::�:.`:�:':�:���' 100' \As \ .q�� ��� U. 2019.05.15 I 17086 ��TF,p ' \' :\ ":�+� \`\'•^` \ Irv \ PROJ.ARCHITECT DE DRAWN BY: Author \� , /S/ \ .:.'. ... ; SET ISSUE DATES o� . .. DATE ISSUE L' . ..:. ::........... : ra{:... Z 2018.10.12 BID SET \ �.•��; := Qom: ::: 2019.01.11 BID REVISIONS ............... " \O 2019.03.08PERMIT SET- PRE TRUSTEES '�\y(,`SS• ��'4:: ': :':.'' 2019.05.15PERMIT SET- TRUSTEES REV ,� \3 ;;.::,.:;�.' :::: • r.. k10roq U.P. \ .. .�.... '�: ''.��\\\.�\.�. REVISIONS NOTES ':::;.'' �. ? `.` :::. \ :\� • � NO. DATE DESCRIPTION } 1. LOT AREA: 540,391.47 SQ. FT. 12.41 ACRES) ?O;• 1{�. ` :�.1\..'. C 2. ZONING DISTRICT: R-40 . i 3. THE SITE FEATURES AND CONDITIONS AS SHOWN ARE BASED UPON \: •.:::;: fiiii THE SURVEY OF PROPERTY OF 5250 VANSTON ROAD, PREPARED BY KENNETH M. WOYCHUK LAND SURVEYING, PLLC, LAST DATED AUGUST 10, 2017. 4. THERE ARE NO NEIGHBORING WELLS WITHIN 150' OF THE PROPOSED SANITARY SYSTEMS. 0J SCALE: 1 '=50' PERMIT S E T N 5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL 0 50 100 ® THE RAYNOR GROUP,P.E.&L.S.PLLC 45 DATUM OF 1988 (NAVD88). p�� SURVEYORS CIVIL ENGINEERS SITE PLANNERS DEERFIELD GREEN P.O.BOX 720 WATER MILL,NY 11976 631 726-7600 W EXISTING E W� MV) E ° CONDITIONS 8c U. 0 Y N � 1� U. Z DEMOLITION N N N (0 E e PLAN O U L m d a t o_ m i iL C d U � 6/4/2019 4:18:11 PM ON LO C:) LO cO M E W 4 0 W 04 0 C14 1 0 X 6 4.1 CO Wr-- CU . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ILL. . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . 0 U.� W . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . % 3: Z CY) CU . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A ~ 0 CY) . .... .... . . . . . . . 00 F_ r�: Z 04 CT < C'4 W E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 6 . . . . . . . . . . . . . . . . . . z . . . . . . . . ..... . .. . . . . . . . . . < T1_ . . . . . . 0 Z CV • PROPOSED H-FRAME W/ W MOUNTED ELECTRIC METER 01 0 . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. .. . . .. . .. . .. . . . . . . . PROPOSED ELECTRIC . . . . . . . . . . .. . . . . . . . . . . . CTRIC SERVICE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�> . . . . . . . . . . . . . . . . . . . . S . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. 0 . . . . . . . . . . . . . .. FOR S.C.D.H.S. USE ONLY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED SILT ........................... ........................................... ............................................................. . .. . . . . . . . . . . . . ..... . . .\ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ . . . . . . . . . . . . . . . . . . . . . . . . . . . TRENCHED IN C"AND STAKED . . . . . . . . . . . . . . \ . . . . cP . . . . . '�;' ' . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . -HAYBALES TO'DE RECESSED A z FENCE TO BE . . . . . . . . . . . . . . . . * ' ' ' * z ..... . . . . . ........... . . . . . . . . . . . . 9,1- MIN. OF 4"'INTO THE GROUND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . 57 . . . . . . . . . . . . . . . . . . . . . \eq (SEE DETAIL) 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. .'. .'. �'-*-*-,-*.--,-*-*- . *.'.*.'.*.*.*.*. : � I'!� 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .>- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CLEARING CALCULATIONS . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LOT AREA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GRADE EL.: ±37.0' = ±540,391 S.F. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �1 ly . . . . . . . . . . . . . . . . . . . . . . . . . . . . AREA OF ALLOWABLE CLEARING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ±540,391 S.F. X 15% = ±81,059 S.F. .... .. . . . . . . . . . . . . . . . . . . . . . . . MIXED SAND . . . . . . . . . . . . . . . . . 2$ AND LOAM (SC) .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING CLEARING = ±60,950 S.F. (11.3%) . . . . . . . . . k'.� :-:-:- .�-. . .-. .- ... . . . . . . . . . . . . . . . . . . . R LOPING. PROPOSED WATER E . . . . . . . . . . . .GREATER THAN -20% . . . EL. 3 . . . . . .\ . . . . . . . . . . . . . . . 5.0' PROPOSED ADDITIONAL CLEARING = ±10,600 S.F. (2.0%) X. . . . . . . . . . . . . . . . . . 1-0, . . . . . . . . ATER-THAN.20."..'. . . . . . . .RISING. TOTAL PROPOSED CLEARING . . . . . . * . . . . . . . . . . . . . . . . . O; \. . . . . . . . . . . . . . . . . . . . . . . . . . . BROWN SILTY 4 ±60,950 S.F. + ±10,600 S.F.= ±71.550 S.F. (13.3%) . . . . . . . . . . . POSED /�DRIV SANDS (SM) . . . . . . . . . . . . . . . . . . . . . . . PROP GRAVEL . . . . . . .\.... /I ME- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . EL. 34.0' EXISTING CLEARING LIMIT AS PER KENNETH M. WOYCHUK LAND SURVEYING, PLLC. . . . . . . . . . . . �\ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... If- N 0 R TH E 0 R K CUT & FILL CALCULATIONS r ROPOSED DR INAGE .. . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (1) BX10 LEACHING POOL U.P. . . .. .. . . . . 0 FOR LAND5CAPE AREA 1 PALE BROWN VOLUME OF EXCAVATION TO CONSTRUCT PROPOSED STRUCTURES: 1,468 C.Y. ' 0 14 FINE SAND (SP)VOLUME OF FILL TO CONSTRUCT PROPOSED GRADES: GRATE 39.5 RESIDENCE 461 C.Y. VOLUME OF MATERIAL TO BE EXPORTED: 1,007 C.Y. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING-ACARAG E TO . . . . . . . . . . . . . . . . . . . . . . . . . . . j/ E-3140VED (DASHED) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . THE VOLUME OF SOIL MATERIAL TO BE REMOVED FROM THE SITE AFTER . . . . . . ... _v\ U.P. EL. 20.0' 5250 VANSTON ESTABLISHING PROPOSED GRADES IS APPROXIMATELY 1,007 CUBIC YARDS. • TEST HOLE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I N ' DUG BY MCDONALD GESOCIENCE ROAD . . . . . . . . . . . . . . . . . . . . . . . THE VOLUME OF FILL AND EXCAVATION INDICATED HEREON IS BASED ON GEOMETRIC VOLUME CALCULATIONS AND IS APPROXIMATE. NO ATTEMPT HAS BEEN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . APRIL 20, 2018 . . . • . . . . . . . . . . . . . . . . MADE TO FACTOR FOR COMPACTION, SPILLAGE AND OTHER VARIABLES. . . . . . . . . . . . . . . . . . . . . . . . . . ENCOUNTERED) . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED DRAINAGE (NO G.W. ENCOUN . . ...... .. . . . . . . . . . . . . . . . . . . . . . . . . . 1 F 3) 8X5 LE� N . . . . . . . ... ACHING 0 0 THE CLOSEST USGS MONITORING WELL LOCATED IN CUTCHOGUE, NY, . . . . . . . . . . . . . . . . . . . . THE TOWN OF SOUTHOLD LISTS THE HIGHEST . . . . . . . 113.3' RECORDED GROUNDWATER ELEVATION AS 13.41' . . . . . . . . . . . 0" DRIVEWAY & GARAGE/BARN > I LOT AREA ±540,391 S.F. . . . . . . . . . . . ....... . . . . . . POOLS i'N 7- COVERAGE CALCULATIONS FOR GRAVEL MIN. 70E 0" D I = ±215,437 S.F. W/ 3) CATCH BASINS S8.ON ABOVE THE SPECIFIC VERTICAL DATUM 11935 AREA OF BUILDABLE LAND I.vv oz <1\ USGS WELL NO. S 91814.1 ALLOWABLE BUILDING COVERAGE B W 40 2�\ Z\ . X = ±43,087 S.F. (20%) . , ./ Q) EXISTING BUILDING COVERAGE: G , / XISTI LEARING I MIT"' 6. I-Q. ARCHITECT MAIN HOUSE = ±3,077 S.F. 80,9,56S F") 8X16, 8)X X�z LakelFlato Architects,INC GUEST HOUSE = ±11,057 S.F. 331 Third Street GARAGE = ±1,007 S.F. 70 San Antonio,TX,78205 ) TOE OF SLOPE PO D FENC 0-8 10". MIN BOAT HOUSE = ±331 S.F. ___--PRO__0 N ' . L I\"' . . I" N PROPOSED 52.3.LONG RETAINING WALL (210)679-2327 TOTAL = ±5,472 S.F. (2.5%) /_�,RtNCHEE61N---6"AND-tT_AKE OVERHEAD T.W. 46.0 HEIGHT VARIES WITH GRADE PROPOSED WATER SERVICE HAYBALESTO BE--RECESSIED &RAGE DOOR B.W. 39.3 M /4" INTO G�RRO U Cn PROPOSED BUILDING COVERAGE: IN. OF ��q� lb 0 CIVIL ENGINEER \-*> N lk' 'W A MAIN HOUSE = ±2,159 S.F. (SEE DETAIL) q. MAIN HOUSE PORCH = ±344 S.F. 43 9 The Raynor Group,P.E.&L.S.PLLC `J�GAO C3 860 Montauk Highway,P.O.Box 720 GUEST HOUSE = ±11,057 S.F. ROPOSED SANITARY SYSTEM Water Mill,NY 11 976 GUEST HOUSE DECK = ±339 S.F. / F / C3, cp \C' (1) FUJI-CLEAN CEN-5 T 0 T.W. 46 REATME \TANK (631)726-7600 GARAGE/BARN = ±11,479 S.F. • B.W. 39*4 & (1) 8' biA--X-.12' DEEP LEACHING POOL POOL = ±891 S.F. E Vil E Oj P PROPOSED WATER o ROPO�SEDD INAGE W/ ROOM FOR EXPANSION POOL DECK = ±587 S.F. (1) 8X3 LEACHINb-POQL LANDSCAPE ARCHITECT R, X Fv POOL EQUIPMENT BUILDING = ±144 S.F. G. N FOR GUEST HOUSE Margie Ruddick Landscape BOAT HOUSE = ±331 S.F. le EXISTING RETAININ"AL 11 Neperan Road Unit 6 TOTAL = ±7,331 S.F. (3.4%) Zz -- I G� Tarrytown,NY 10591 A\ 24.3' (212)796-5087 DRAINAGE CALCULATIONS 4P oo PROPOSED DRAINAGE (6 '-�1) 8X3 LEACHING POOL PfNo CLOSED PROPOSED 20.2' MAIN HOUSE: EN LOSE POR'CH ELECTRIC 8.6' EXISTING FOR�GRAVEL DRIVEWAY STRUCTURAL ENGINEER ROOF = ±2,503 S.F. X 1.0 X 2" = 417.2 C.F. C EL. 39,� SERVICE FRAME GUEST HOUSE GRAT EL. 45.0 Benson Woodworking Company,Inc. TERRACES = ±11.005 S.F. X 0.9 X 2- = 150.8 C.F. 44' TO INTERIOR TO BE RENOVATED 6 Blackjack Crossing . . . Aj. PROPOSED DRAI E 3 EXISTING/PROPOSED BEDROOMS Walpole,NH 03608 TOTAL = 568.0 C.F. BLUFF (1) 8X2 LEACH G PO '6 USE (2) 8' DIA. X 7' DEEP LEACHING POOLS = 591.4 C.F. �v C.O. N PROPOSED PUBLIC WATER (603)439-2016 ±4 /%-' NDSCAPF-AREA. 2 F.FL 44.5 LANDSCAPE AREA 1 = ±23,477 S.F. X 0.1 X 2" = 391.3 C.F. BLUFF ro --GRATE . 45 1 19.5' G.F.A. ±11,057 S.F. - DIA. X 10' DEEP LEACHING POOL = 422.4 C.F. Iro PROPOSED ON-GRADE L" 29.5' M/P ENGINEER USE (1) 8 . . . 111. o WOOD DECK EL. 44 .4" C.O. 9 N ±339 S.F. Ripcord Engineering Inc. LANDSCAPE AREA 2 = ±3,313 S.F. X 0.1 X 2" = 55.2 C.F. F.FL. PO Box 4175 USE = 84.5 C.F. TO 25.0' 10, Portland,ME 04101 (1) 8' DIA. X 2' DEEP LEACHING POOL . . . 91 8X 7 -PROPOSED A CLEAN CO TROL = ±3,941 S.F. X 0.6 X 2- = 394.1 C.F. B UFF '0 00, PANEL AND GFCt-OUTLET-M UNTED 41111 P OPOSED G EL DRIVEWAY (207)835-4060 GRAVEL DRIVEWAY 4 \0 4 TOTAL = 640.6 C.F. 40 GARAGE PO R SUPPLY) BIrGHTINGIGDIESIGNER \ gyp,, GARAGE/BARN = ±1,479 S.F. X 1.0 X 2" = 246.5 C.F. o 0 ON WOOD P ST (CONNECT 0- DIA. X 6' DEEP LEACHING POOLS = 760.3 C.F. 70,USE (3) 8 ( FE yic o PROPOSED MAC10OR LOWER W/ PROPOSED ELEC RICAL F/ 3939 Black Gold Dr LIMIT OF FLOOR LINE/CONDUIT FROM TREAT, ENT GUEST HOUSE: • ELEVATION I ULATED ENCLOSURE (TO BE Dallas,TX 75247 (214)460-2673 ROOF = ±11,057 S.F. X 1.0 X 2" = 176.2 C.F. LANDSCAPE WA WIRED TO CONTROL PANEL) 5 S TANK TO CONTROL PANEL -P S.77 1 �IES WITH GRA M o GRAVEL DRIVEWAY = ±392 S.F. X 0.6 X 2" = 39.2 C.F. IN o -DOS AIRS Y/LI E 0 TOTAL = 215.4 C.F. LENGTH 7A USE (2) 8' DIA. X 3' DEEP LEACHING POOLS = 253.4 C.F. . . . . . . . vo T.W. 7. 42 G) NN POOL EQUIPMENT STORAGE BUILDING: . . . . . . . . . F. loo, E GRADE loe PROPO UJI CIL L AN TIL D Cl 0 TILE MOUNTED POOL BACKWASH = ±891 S.F. X 57. X 5' = 222.8 C.F. 37 C OST (CON EC /IU IIUUL t.QU MENT . . . . . . ........ TEST 36 T I ORAGE IL ING POWER SUP LY) ROOF = ±144 S.F. X 1.0 X 2" = 24.0 C.F. TOTAL = 246.8 C.F. 33.0 HOL • • • 36 14.4 USE (1) 8' DIA. X 6' DEEP LEACHING POOL = 253.4 C.F. \0o"X "'F.FL. loo, SED MA/1 8OR BLO'WER�W 36 o -------- ------ N A ED INC SURE (TO BW.V. SUL T / ... .......... -- ---- loo, 10, 1 N E To C OL EL) . . . . . . . PROPOSED\9, STORY ARD R 6 SANITARY SYSTEM 1 ....... - MAIN HOUSE & GARAGE/BARN HOUSE W/ BASEMENT ------- --- HYD. . . . . . 4,�BEDROOM5 ----------- t1b :'ROPOSED POOL EQ IPMENT A. TREATMENT TANK EXIST G )W LING PROPOSED`PUBLIC 8X7 STORAGE BUILDING N SLAB 8X6 THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. G.F.A. ±2,159 S.F, Z SLID 0 BEDROOMS MAIN HOUSE: FOUR (4) BEDROOMS X 110 G.P.D. PER BEDROOM '.'.* '.'A BRICK PATIO 20' DR ' = 440 G.P.D. TO E REMOVED MIN. be Z EX STING TIMBER WALL TO F.FL� 46 0 GARAGE/BARN: TWO (2) SCDHS BEDROOM EQUIVALENTS X 110 G.P.D. PER BEDROOM = 220 G.P.D. . . . . . . (DASHED) G.F:A. ±144 S.F. TOTAL = 660 G.P.D. BE REMOVED (DASHED) 0 ±27' TO 20' USE ONE (1) FUJI CLEAN CENT TREATMENT TANK (700 G.P.D. RATED CAPACITY) . . . . . . . . BLUFF MIN ov ING CLEARII G LIMIT B. LEACHING SYSTEM (±66,950 S.F.) <1\ THE QUANTITY AND SIZE OF THE LEACHING SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL SCALE: 1"=20' . . . . . . . . . . . SIDEWALL AREA FOR A FIVE (5) OR SIX (6) BEDROOM RESIDENCE. . . . . . . PROP SED D NAGE 0 20 40 60 THEREFORE, 400 S.F. / 25.1 S.F./V.F. = 15.9 V.F. . . . . . . . . . . . . . vo (1) 8 6 LEACH NG sj :1'4' TO * I FOR POOL EQUIPMENT POOL USE ONE (1) 8' DIA. X 16' DEEP LEACHING POOL = 16.0 V.F. . . . . . . PRO OSED ANITARY :NT LIF PROD.NO. F' O�BW STORAGE BUILDING 2019.05.15 17086 ... . . . . .. . . . . . . .... . . . . . . . . .. (1) FUJI U� N 1,tN M NT I POOL *,7D* . . . . . . . . �k-�JUNCTION EQUIPMENT BACKWASH 07 SANITARY SYSTEM 2 - GUEST HOUSE TANK (1) N TION AN )LE* (1) 0) PROJ.ARCHITECT DRAWN BY: Author . . . . . . U... . . . . . . . . . . . . E CrI DE . . . . . . ..\-') DIA. X 16' DEEP LEACHING OOL U-1 -P- A. TREATMENT TANK . . . . . . .vl.,. . . . . . . . . . . . .... . . . . PRO OSED MIRAGE W/ RZIFOR 50% EXPANSIO 1A . . . . . . . . . . . . . . . . . . . BX7-LEACHING 10F 2) G -71 THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. 4�_ 0 . . . . . . . . . . . . . . . 00 THREE (3) BEDROOMS X 110 G.P.D. PER BEDROOM = 330 G.P.D. . . . . . . . . . . . . POOLS-FOR MAIN HOUSE PROPOS6 CONTO R SET ISSUE DATES USE ONE (1) FUJI CLEAN CEN5 TREATMENT TANK (450 G.P.D. RATED CAPACITY) PIN.GEQUAL-0.R PROPOSE6--ELECTR'ICAL 0,_ (DASHED) DATE ISSUE . . . ... . . . . . . . EATEFZjHAW,207. ND'UIT FROM CONTROL- 2018.10.12 BID SET B. LEACHING SYSTEM . . . . . . . . . . LINF/CO . . . . . . ISING-.-GREATER -THkN-20*';'- PANEL TT"AIN RESIDENCE PROPOSE� CLEARI G LIMIT THE QUANTITY AND SIZE OF THE LEACHING SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . '10 2019.01.11 BID REVISIONS . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . SIDEWALL AREA FOR A ONE (1) TO FOUR (4) BEDROOM RESIDENCE. . . . . . . . . . . . . . . . . . . . . . . 2019.03.08PERMIT SET- PRE TRUSTEES THEREFORE, 300 S.F. / 25.1 S.F./V.F. = 11.9 V.F. . . . . . . . . . . . . . . . . . . . 32 - DEEP LEACHING POOL 12.0 V.F. • PROPOSED 4' HIGH POOL FE CE TO 2019.05.15 PERMIT SET- TRUSTEES REV USE ONE (1) 8' DIA. X 12 MEANDER HROUGH XISTING . . . .• •. . . . . . . . . • PROPO AIR SUPPLY L �x VEGETATIO W/ SEL LATCHIN GATES THE FUJICLEAN MODEL CEN5 & CEN7 TREATMENT TANKS DO NOT UTILIZE ANY ADDITIONAL VENT PROPOSED SILT F NCE TO BE PIPES. THE CEN5 & CEN7 VENT THROUGH THE MAIN SANITARY LINE AND HOUSE VENT. . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED-ELECTRICAL TRENCHEb\IN 6" AND STAKED . . . . . . . . . . . . LINE/CONDU_1_TFROM TREATMENT HAYBALES TO BE RECESSED A NOTES • . . . . . . . . . . -TANK TO CONTROL PANEL MIN. OF 4' INTO THE GROUND 1. LOT AREA: 540,391.47 S.F. (12.41 ACRES) (SEE DETAIL) OE OF SLOPE tz REVISIONS 2. ZONING DISTRICT: R-40 3. THE SITE FEATURES AND CONDITIONS AS SHOWN ARE BASED UPON ....... . . . . . 9z 7 NO. DATE DESCRIPTION THE SURVEY OF PROPERTY OF 5250 VANSTON ROAD, PREPARED / / BY KENNETH M. WOYCHUK LAND SURVEYING, PLLC, LAST DATED . . . . / 0� / \�� AUGUST 10, 2017. 4. THERE ARE NO NEIGHBORING WELLS WITHIN 150' OF THE PROPOSED SANITARY SYSTEMS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL . . . . . . . . . . . . . . . . . . . . . . . . . . goi . . . . . . . . . . . . . . . . . . . . . . . . . DATUM OF 1988 (NAVD88). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6. APPROXIMATELY ±6,741 S.F. OF CLEARING PROPOSED WITHIN 100 AREA SLO ING--EQUA R . . . . . . . . . . . . FEET OFOF THE TOP OF BLUFF OR BANK. HAN_--2O%' - . . . . . . . . . . . . SURVEYORS CIVIL ENGINEERS SITE PLANNERS RISING 'GREATER-THA1`4 20-- THE RAYNOR GROUP,P.E.&L.S.PLLC l'. PERMIT SET . . . . . . . . . . Ml _P: 0) 7. AREA OF DISTRURBANCE ±66,895 S.F. . . . . . . DEERFIELD GREEN P.O.BOX 720 k7 WATER MILL,NY 11976 (631)726-7600 ul E ca co E :) 0 0 u_ E SITE PLAN u_ z -6 V E a- 0- 614/2019 4:18:11 PM Ai!l0"WrZOT® ONO. u L Q A LO N 04 to © F- 00 E W n O �t W (n N U Q . O F- X CD - (nWT- N LL O Co W � oM -1/2-VENTILATION PIPE B Z co SCUM BAFFLE CHAMBER Volume(gal) F- O M 20" MANHOLE W POLYLOK FIBERGLASS LOCKING '-23" © Sedimentation Chamber 397 / z'-,t ® Anaerobic Filtration Chamber 396 (- COVER, HDPE RISER AND SAFETY SCREEN ® Aerobic Contact Filtration Chamber 181 T- Z CV ECIRCULATION ® Storage Chamber 90 AIR LIFT PUMP © Disinfection Chamber 6 a N 24" MANHOLE W POLYLOK FIBERGLASS LOCKING __ CYL CYLINDER(OPTIONAL)ISINFECTIONTotal Volume 1069 -1/2"VENTILATION PIPE JUNCTION MANHOLE / CHAMBER Volume(gal) Z o (SEE DETAIL) SCUM BAFFLE B Q COVER, HDPE RISER AND SAFETY SCREEN 4"INLET PIP OUTLET PIPE SPECIFICATIONS Sedicrobic mnChonCh 277 1 % a A Anaerobic Media PP/PE Filling Rate 32% -t D Anaerobic F¢Itration Chamber 278 N 4 DIA. CLEANOUT 4'-BL I Board Type Aerobic Media PVC/PP/PE Fill ng Rate 17% 2-7 -o --y © Aerobic Contact Filtration Chamber 127 (n a (SEE DEIAL) © Aerobic Media PP/PE Filling Rate 55% I ECIRCULATION ® Storage Chamber 63 AIR LIFT PUMP SEE DETAIL BELOW SAFETY SCREEN - i �` Blower 2.8 cfn sINIFT PUMP ® Disinfection Chamber Total Volume 749 "' -EFFLUENT Tank FRP ®,,:- AIR LIFT PUMP CYLINDER (OPTIONAL) FOR GARAGE/BARN INLET BAFFL � ® Piping PVC/PP/PE " -- ACCess Covers Plastic/Cast Iron 4"INLET PI OUTLET PIPE RESIDENCE -=.m SPECIFICATIONS ® Disinfectant(Optional) Chlorine Tablets a o F.FL. EL. t 37' ' ' 4'-o � JA Anaerobic Medial PP/PE Filling Rat2/oGRADE: GRADE: 35.5 GRADE: 35 © Board Type Aerobic Media PVC/PP/PE Filling Rate 166 AIR INTAKE RECIRCULATION PIPE LOW BAFFLE \, Aerobic Media PP/PE Filling Rate 57% 12" 1' MIN „ FLOW OPENING(TYP. (CLEANING OPENING) B FFLUENT Blower 2.8cfm 4" DIA. SDR-35 PIPE IN 6 PRECAST INLET BAFF ® AIR LIFT PUMP T FRP 2.5' MAX PLAN VIEW © Access Covers PlaCicP Cat Iron (1/4"/FT MIN. SLOPE) 4" DIA. SDR-35 PIPE I- 4" DIA. SDR-35 PIPE CONCRETE SLAB 7 © Piping (1/4"/FT MIN. SLOPE) (1/8"/FT MIN. SLOPE) Disinfectant(Optional) Chl07 C, ablets INV. INV. ISINFECTION 4"MANHOLE RECIRCULATION PIPE OW BAFFLE /2"AIR INTAKE 33.78' 33.10' J L31 V• INV. 2' INV. INV. BACKFILL AROUND LEACHING 18"MANHOLE(TYP 18' MANHOLE(TYP 24" MANHOLE(TYP CYLINDER(OPTIONAL) FLOW OPENING(TYP. (CLEANING OPENING) B 2' OF CAST IRON PIPE 3.00' 32.45' 32.28' 32.20' LOW OPENING PLAN VIEW EXTENDING THROUGH POOLS WITH 3 MIN. COLLAR 32.9 EL. 32.25 26.3 ,y,;' 8' OF CLEAN SAND AND GRAVEL „ " -DISINFECTION 4'MANHOLE FOUNDATION OF BUILDING 4-t," 1-1 " OARD TYPE 18" MANHOLE(TYP 18" MANHOLE(TYP 24"MANHOLE(TYPCYLINDER(OPTIONAL) CONTACT MEDIA LOW OPENING " II 1'-2- CARD TYPE BOTTOM OF TANK EL. 27.37' - - CONTACT MEDIA FUJI CLEAN MODEL CEN-7 ® ECIRCULATION _ ® ASSEMBLY 3 16 V.F. O \ #, i•• 5'-5' CD 5'-5" ECIRCULATION® 77 ® ASSEMBLY ' EROBIC MEDIA 4-4g- 4'-3�" 4'-2k ® i NOTE: AERATION ASSEMBLY UTILIZE SANITARY LINE FOR m NORTHFORK TREATMENT TANK VENT. _TFAEROBIC MEDIA 17 SECTION A-A VIEW SECTION B-B VIEW AERATION ASSEMBLY RESIDENCE SECTION A-A VIEW SECTION B-B VIEW BOTTOM EL. 16.53' SANITARY SYSTEM PROFILE 1 - MAIN HOUSE PRECAST CONCRETE LEACHING POOL FUJICLEAN CEN-7 SPECIFICATIONS FUJICLEAN CEN-5 SPECIFICATIONS 5250 VAN STON NOT TO SCALE (10' DIA. X 16' EFFECTIVE DEPTH) NOT TO SCALE NOT TO SCALE ONE (1) REQUIRED ROAD v (MIN) WATER EL. T0±13OUN( WATER (HIGHEST EXPECTED CU TCH OGU E, NY, 11935 ARCHITECT i 24" LakelFlato Architects,INC -- 331 Third Street San Antonio,TX,78205 COVED MANHOLE (AS (210)679-2327 JUNCTION MANHOLE SLATE OR OTHER SLATE OR OTHER PER SCDHS STANDARDS) INDOORS I OUTDOORS 4" DIA. CLEANOUT (SEE DETAIL) SUITABLE COVER STOPPER OR SUITABLE COVER STOPPER OR O ( CIVIL ENGINEER (SEE DETAIL) END PLUG END PLUG GARAGE I CONTROL PANEL IN OWTS CONTROL PANEL The Raynor Group,P.E.&L.S.PLLC GARAGE/BARN ADJUSTABLE LOCKING TYPE 'F' POWER I NEMA 4X ENCLOSURE GROUND Water Mill,NY 1976'P.O;Box 720 CAST IRON FRAME AND COVER PROVIDE TWO 20A, PANEL 1 INI 4 2 3 7 5 6 LUG G (631)726-7600 F.FL. EL. f39.5' GRADE EL. 38' :. (TO BE WATER TIGHT 1-POLE CIRCUIT BREAKER I 2#12,#12G IN �: �: '•'• � :_:.::• ••.•. as'LAx 8" MIN TRAFFIC BEARING AND INSECT PROOF) TO MEET AASHTO-H20 IN GARAGE POWER PANEL SCHEDULE 80 GRADE: 38 CONNECTION ARCHITECT :::: :, :• 0 FIELD .............. :::::.. .::":} � 2'MAX F- � PVC CONDUIT 1 12 1 12 LANDSCAPE AR 4" DIA. SDR-35 PIPE VARIES (1/4"/FT MIN. SLOPE) 4" DIA. SDR-35 PIPE 20A I 2G Margie Ruddick Landscape 11 Neperan Road Unit 6 (1/4"/FT MIN. SLOPE) VARIES STEPS ARE TO BE COPOLYMER ' JOINT SEALANT TO 20A Tarrytown,NY 10591 2#18 1 12, 2 12, (212)796-5087 TO TREATMENT TANK (SEE POLYPROPYLENE COATED X2" BE 1" BUTYL RUBBER I 2G # 2G PROFILE ABOVE) INV. INV. SEWER " t 34.15' 33.10' INV. PIPE STEEL BARS ® 12 O.C. FOR ALL JOINTS 2' OF CAST IRON PIPE 33.00' SEWER EXTENDING THROUGH 50.6' EL. 32.25 PIPE PROVIDE NON-SHRINKING STRUCTURAc Company, CONCRETE INVERT MAST JOINT SEALANT AIRWoodworking p y 30' ELBOW FOUNDATION OF BUILDING FORMED TO AT --EL. 33.10 DUPLEX RECEPTACLE INSTALLED IN COMP 6 Blackjack Crossing LEAST 3/a OF THE 45' ELBOWS WEATHERPROOF ENCLOSURE Walpole,NH 03608 DIA. OF THE PIPE EL. 3 .00 5„ CAST IN PLACE FLEXIBLE I FINISHED (603)439-2016 RUBBER SLEEVE WITH FINISHED GRADE GRADE ST "-1r .� ORAINLESS FLEX BLETEEL RUBBERA PS 848" I.D. BOOT M/P ENGINEER Ripcord Engineering Inc. NOTE: 45• ELBOW NOTES: PO Box 4175Portland,ME 04101 UTILIZE SANITARY LINE FOR 1. ALL MANHOLE SECTIONS SHALL CONFORM TO ASTM C-478, Portland, nd,ME 0 NOTES: NOTES: 60' WYE LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST ONSITE WASTEWATER M TREATMENT TANK VENT. 1. CLEANOUT DETAIL FOR AREAS NOT PUMP 1. CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC. REINFORCED CONCRETE MH SECTIONS. TREATMENT SYSTEM ALARM EFFLUENT = FLOAT 2. SUBJECT TO CLEANOUT VEHITAILCULAR FOR UTRASE WITH 2. CLEANOUT DETAIL FOR USE WITH 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3 OR 4' FLOAT PUMP - SWITCH LIGHTING DESIGNER 45' BENDS. BUILDING EXTENSION/CONNECTION. HEIGHTS, AS REQUIRED. SWITCH 3. LOADING TO CONFORM TO AASHTO H-20 LOADING Byrdwaters DESIGN,Ilc SANITARY SYSTEM DETAIL - GARAGE BARN 4. ALL CONCRETE IS TO MEET 4000 PSI AT 28 DAY SET. 3939 Black Gold Dr / CLEANOUT DETAIL CLEANOUT DETAIL OWTS SINGLE LINE DIAGRAM Dallas,TX75247 NOT TO SCALE NOT TO SCALE NOT TO SCALE 5. OUTLET PIPE TO BE SET 0.1' MIN BELOW INLET PIPES. (214)460-2673 6. THE MAX CHANGE IN EL, BETWEEN INLET AND OUTLET NOT TO SCALE INVERTS) SHALL BE NO GREATER THAN 2 FEET. CONCRETE ACCCESS/JUNCTION MANHOLE NOT TO SCALE - -------_..-----.............._............._..._----'--' ..............._._.._......_._. i 20" MANHOLE W/ POLYLOK FIBERGLASS LOCKING COVER, HDPE RISER AND SAFETY SCREEN 24" MANHOLE W/ POLYLOK Figure 5.30 FIBERGLASS LOCKING Reinforced Silt Fence COVER, HDPE RISER AND SAFETY SCREEN 4" DIA. CLEANOUT %Mve►+ WIRE- rENeE SYMBOL (MIN. 14 GAUGE GUEST HOUSE (SEE DETAIL) SAFETY SCREEN 10• MAX. C. TO C. W/ MNAX 6, MESH F.FL. EL.: f44.5' GRADE: 43' GRADE: 43' POSTS(cRIVENTRIN FENCE, 114TO GR; 1D, 12" MIN 1 MIN 6" PRECAST 2019.05.15 LIF PROJ.NO. 17086 2.5' MAX ,u; bF FILTER 4" DIA. SDR-35 PIPE N+ ." , (1/4"/FT MIN. SLOPE) 4' DIA. SDR-35 PIPE _ - CONCRETE SLAB _ D TC ._.,; � '° « 18• �sTN. FOR S.C.D.H.S. USE ONLY (1/8"/FT MIN. SLOPE) -' - - '"-'-'----......... --._._..._.._.._......--' -----' ' -..._..........._.._....................................... ....._................................................_.._.._...._..-'--' ...._......._..._..._...__ - PROJ.ARCHITECT E DRAWN BY: Author 1 .. 6' lS:N. E INV. INV. 2 INV. INV. BACKFILL AROUND LEACHING 2 OF CAST IRON PIPE',," 40.15' 39.94' r 39.78' 39.69' t} EXTENDING THROUGH 10' 8' POOLS WITH 3 MIN. COLLAR VISUAL � SET ISSUE DATES FOUNDATION OF BUILDING 4.26' -" OF CLEAN SAND AND GRAVEL 26' "IN. FENCE POST BEACON SYSTEM VCN VIRr rrNrE (MIN, 14 DATE ISSUE GAafrE wr MAX, 6" MES�r . 2018.10.12 BID SET CONTROLLER ALARM SPACING) ucTH FILTER CLOTH D'NIN. 2019.01.11 BID REVISIONS BOTTOM OF TANK EL. 35.52' """'- FLOV VN11TSTUREED GROUND 2019.03.08PERMIT SET- PRE TRUSTEES 450 GPD TREATMENT TANK COMPACTED SOIL- 1 2019.05.15PERMIT SET- TRUSTEES REV FUJI CLEAN MODEL CEN5 rmst*D FILTER' CLOTH IS'M+N 12 V.F. ELECTRICAL & MAC "R" AIR BLOWER A Vf4 OF 6 IN GROUND CONTROL TO BLOWER TO BE HARDWIRED TO xzu__V1_r ` NOTE: CONTROL PANEL CONSTRUCTION SPECIFICATIONS UTILIZE SANITARY LINE FOR CONTROL WIRING TREATMENT TANK VENT. 120 VOLT OUTLET TO OWTS COMPRESSED AIR '' STa LEA FENCE SHALLFASTENED ElT EIT* OR �CTYPE CR HARDVa31s TIES LINE TO OWTS t" FILTER CLOTH TO BE FASTEN p SECURELY TO WOVEN WIPE IFENCE WITH TIES 9 SPACED EVERY 24' AT TOP AN C IMID SECTION, FENCE SHALL EE WOVEN WIRE, REVISIONS 6' VAXIM'JIA K#_sH .00FNINC,. 36" MIN. INSULATED 3 I.FHEIN TWO SECTIDI4S OF F1LTErF CLTITii AT!.tCI1N EA'wFt EITHER THEY SHALL HE cIV'ER- NO. DATE DESCRIPTION LAPPED BY 'SIX INCPES AND FC VED, FILTER 'CLOTH SPA:.,L BE EITHER FILTER X, BOTTOM EL. 28.03' BLOWER MIRAFI 10DX, STAR.'LINKA TI«N, OR APT'RRVED EQUIVALENT, PRECAST CONCRETE LEACHING POOL = _ _ - ENCLOSURE 4. PRErABRICATED LIWTS .SHALL P`ECT THE /€!NaIMUM REQUIREMENTS S14OWN. (8' DIA. X 12' EFFECTIVE DEPTH) 5. VAINTEN.ANTE SHALL BE PER;-MYCD AS Nt-CEDED AND M'ATERTAL. REMOVED WHEN ONE (1) REQUIRED 'BULGES* DEVELOP IN THE SILT FENCE. NEW TYORK STATE TEPARTM Nap VTRn WAT USDA - T; . PEINrORCED GRADE ' NEV YII#K STATE DEPARTMENT OF ENVIr *Z:NTAL ONSERVATIDN. SILT FENCE y 3' (MIN) TO GROUND WATER 04EV YnK STATE SOIL & VATEP CONSERVAT10% COM1,11TT€E GROUND WATER EL. = ±13.41 ' (HIGHEST EXPECTED) Specifica- tions November 2015 Page 5.56 New York State Standards and t Control PERMIT S E T lions For Erosion and Sediment Control 0 ® THE RAYNOR GROUP,P.E.&L.S.PLLC SANITARY SYSTEM PROFILE 2 - GUEST HOUSE CONTROL PANEL AND BLOWER DETAIL SURVEYORS CIVIL ENGINEERS SITE PLANNERS JI NOT TO SCALE NOT TO SCALE ® DEERFIELD GREEN P.O.BOX 720 WATER MILL,NY 11976 631 726-7600 I- z w E U E :3 -6 = LL U_ DETAILS W0 LL 9 t� 2 E - W LL C a J O C.1 r . t a � _d a ILL � Se IL C U � 6/4/2019 4:18:11 PM A4D%CH0'VECV® 00°eOC. V r W LEU : Q R N L / 0 /O� ' '/�� W v' W ti d' O W (nN cU Q N O I— X o �, . ., . ` r CU . -�I .�. . . 1 . . . . . . f /r-. .._._..._....__......._.- rrrr-. �� /, :� \\ 'W x t i Q N t r ' /-'---- __.__.____/' /' { , I I ` I STANDARD AND SPECiFICATIOIVS FOW FYgure 5.3Q Figure 2,1 Figure 5 32 = M , • '( l I / j X , \ \\1 ` / / ' CONCRETE TRUCK WASHOUT Reinforced Silt Fence StaBilized Construction Access Fanric Drop Inlet Protection � Z M - . 1. . . /(I J I ( ,-% -r\ '\, \ � 11 O ch I ( /� // `�\_ 1 /1 (J i ,, I ,'-,,<aa;cpi= � ; .&s sheoit wih aids ruche mend The liners withe lactic .t .. .l r. .: it / �,,r �q"!. \ , I 1 ' *. .1 .'�"-. : t8 1 8 P // ` I �: Gill. witha lumedh,e oudthetof ft eltiwiltnoFuHes t SYMBOL f ( // r \� 1 I g VEIVEN v.�E FrNCE SYMr3CIL 5Yt BOIL j— / . ' ` . . . . ` I i \t -. , 1 Dries.,and unchmca Mh'ond the top ofihc pit wish an C4+iN, t4 Go3 C qr r '( -t't 1 - /' ,i' ,,/ -.•'' J \ \ \. a•oa card".h.rm.sand bn stone.nr othcv rtrucnirtl 1,14 ,EXISTING �i"�5.�:..t!' `...tt, ri.-4 t 7 a'.. ...x°a�x Ili , Ss• SP MAx b`tiC SH �� ��"+ PAVEMENT (III M L N 1 .( 'i ...�..�. ;C i! `-.` 5 '\ ( \g:`S _. ;'..fit=a.: , appurtenance erc<•pt at the access point. 10'MA'X,1',to C, &3/ MAX} �, ^,�,' � I. . . I \ (. %. :' I W E r""- 1- / ,, \ , \ U`.e. I I °" 'M.' 'q' n Z � >s'rsax. tAaRlc Q N I . '. / . - . '%i'\ / 1 / ", / ♦ ,k �`\ \ 1 t €�-.',g, If pre•fahricat d washouts src used they must rnsure the s ,�. .'. j/ . . . . f ,. /- t r _ ` \ its `1` y-y �\ •.�, ,s ,° caper"andoortainmanrofth.w,,c,etewasltandhcsizd ifs"N,PL EFNLTH FEA7wE EXISTING FILTER.--I' y—�~L M„„4€gLt6E t�4"t s•'"' ���'•••': p. I Cr / � '\ 1 1 ` `-C ' I POSTS DQIVENI MIN 16' "---lr r <@t'Ttfrvat) � r*.. :r"'•" ez.•. --.. �t � { '. I / �� Q -rJ ' { ° { �\ '"a -$; r,',`::sF',I! haxc i un ice exp rt YI frryuenev of rmemte pmnc.They ff INTO FdE`L d3. GROUND CL£ITFi emu_ g s\! STAKF ¢{ li� 0 1 ,' I \ yy mk:"`: Y 1' shall I+e sited as nand in the Iucanon criteria. : ...."' tt+ 4 . : . . I - �. ' . �. \ . 1 t // r� �/ ./ '� ` I` ( ....\\� \ i t ,,,1. ,`s 17•u:.r . + -s M7u � .4 Q .'. ( z -ei 1 / �, / ,�'!l^` ,'f i\ \ \ ~;z° , :a"'e .%n•, Maintenance ^ - tE'c:t or'FILTER 'a Q„'tY (�) /' ,/ l.J iJ / i ' } t \ I t �:;,j .. ,'':1� -y €? -. - . i5'M7N. :e M.c. [1E( ♦/� .( .` ,\ I- / ,!,/�71( - ,' i'" ' t \\ l \ ( 1 l .. .,',• „, "All enoc,me washout Wi il-shall ho mspetd dmly, E')CTST'(NKI ! •-IE» v, CL .'. _ �/' 1-' �'' r,r" ,ice' i ^ I i, �� I ` °•et, ^ Umnu d or ieakin fac,hues shalt b+ deacti,.ted and d �y -Y'Y'A J ( ' i. / /' \. ,1 \ \: r g,. g 6•r.:N, d JJN LTI=i' °� J// / f//// S i ,� \ fir`\1 1 � "'"°`"" a"''"'"' '•'z'.,"" repairedorreplacedimmediately.Facersrainraterthat °' '" - - S w{'�°+- ,F - '' �. ( -` ,/ / / , \ \ \ PROPOSEi� 12' X 30'\ i ilefinitinn&Crnoe has accumulated over hardened enncmte should I,, w .N ?;%tN rXISIT#;, '$plitjT;r)rA£t,11;C7P' f0 ,.'' / J 1 i I \ pumped to a stahihied area,such m a grass filter strip P VEKNT DIM-P IM-E'T '---- ''- / 1 r, L\, 1 PFR'PECTIV£VTr•V 11..s--. BELOW CRAM) jj .--' ' /" / .-- l T t �'' STABILIZED CONSTRUCi�iON t i \ •AccwnulafeA iurdemd nunerial Steil he rem�vedwhen vr3tt GA'f I \. \ S/ / / / / -,./ ! , A temporary exravaied or aM+ve gmund Iim.A mnaWcrd pit 1`90Z. I I . \ ,-.• / �,,.••' i i/ `'\ y. V \ �`^•.,, where an,crele track mix"rs and ui m"nt can tw washed TS"'"ufthu stomhro capacity ohhe s,ructurc is filhvl.Any T3f,•MtN if.:t$:E f"riST k''..AR�,,,,IL ^i„'^•+ /•-" ( , \ - / / 1 -_ " \\ ENTRANCE SEE DETAIL1 t 6A -.- w p -eesswashwmersha,l IaL•pumpdon—couainment �� 20`M'N e, - '"" t- I .r" _- , ,.-"'� i f ✓\ ( / { all"rth.,Iro dshavebe".discl,.rl;cd.toprevcnth,ghly vessel and m Itdrs d.fofT'site. `4`D4"EN ymc rc€4ec tm*kz t4 1 . . \ . . - - . . / r .''PROPOSED/SILT FENCE TO BE FF!._J ` \ `� P p ': T r R� a'"" � 1 -��_-^ alk,tlinrnnwfffmmenl.•,ingaonnArn,age,yaen,sur SPAII, WI ITH ( MSH { . �-" / ' \ t 1 .Dtspetfc of the hardenni material uiR<ite in a ,� e.r... k `" / TRENCH IN 6" AND STAKED (/ \ haenn,gimna.d. s.ACING)W4TH FL TER cLETTH r � \ e itstmction'demnli,itm landfill.On-site d,spoaJ may Ix PO'M(# """ ¢c`" �" '- ARIVE STAKES , , I . ' C'i� - .`'`'.,,� r•'- / f...._,_„ z/� �. \ Cnntlitinns Where Prartire Aanlies n appmv w:"cpmd:,s par r f Ltiv ...._...."..".".........._.._.___..........._............._..._......_._....__._...,,____._... _ . .�. � - - allowed ifth,shashec edaral +f CCNSTRUCTIQN SPEC. ICATIl��lS � A MIN.tt� I8' }f \. ,-'' -. ,-- / HAYBALES TO BE RECESSED A /!'./ � ``�\ I , ;� �... the r,.SW'PPP.ht that ease.the ma,enal 6h°nld be - iNDISTueeEn GRts:.D _ _ `'' "ru p,>°`-"`' (( j I. \ .--'' / / ' t...% ,� '` "'-,.\ xt\ '`\` ` pn'•i` - >kI II I I 1 RC kCitf tRA«E MIN. OF 4" INTO,THE GROUND ( \ W,t.hout fscilities sdsli a roe dcd fir even• mire when ccyl•IM as sp rificd,nr Mmed and cuvemi w'ithn :. STL"� SIZE USL f 4 INCH STM*E•Ck'RECLAIMED OR RECYCLED CONCRETE ��, , / \ t'1 P P .Ct`a�-"A^TEkF 30[t, fOUIYAEE"TT ..P'...✓a,a.! AT Ci3u'.tTtS ` \ ' �{J ! `.` \ ✓1.• l PRO OSED 8X8 CONCRETE wncretc wdi t c pnu c l ur°thcnvise f°m,ed on the sitc.'i h s mnunum of 2 fcei of clean rnn pac4v{carhfili that is ib"N „�+ I �. ' ---- . . l % (SEE DETAIL) (LIMIT OF \ ta"ditywillncrn•e}nghiyalkalmewanhwalertiom,h" Pern,,mcmh•stahilircdu,prcventcrosioa, 1MItti rS:TCR CLC}TH 2.kCM.xTH -kC (ESS T#dM;G FEAT (EXCEPT S3N A SC C E RES:L NdE 1CIT iltlkRE A -" . - .F �.-- -"' . - . . :i'-. . '� �� �T WASf�OUT AREA (SE DETAIL) \ \ cl"aningofchuR•s.m:srn,hn vihmt-, I •Theplas,ich.crehollbcrepl-dv,nheaehcleaningof' A MINI OF 6' IN GRrrfN� J M. FOOT M1 I" LENGTH VWA A"PLY)_ . I. . . . . . . . . . . I PPS: Pacing r \\\ �\ .a .�,,.-:'�.- .,,.;,.=-'-'`' \,�a�/ DISTURBANCt� = f66,895 S.F. c-'\ _ •, \ \ ,nc washnat facih,y 4"�- CCl'`tiSTRL)CTID?` Sf' CIIwATC3 :S . - \ .`. - - �. - .� % l/, ) 1 ' i ,•\ \ \ \ c4�npmun,-tnm.9s,and uracds t'ndur ran chcurrutnnces o'ilr .Ins,ect the me . \ \ \. -- / ° ,l _ \ ,E.S1LC'f..�1.iE,.Si 9 TtriCXMESS -tCIT LESS TkAN SIx S6D TMCsTES. \ ,' `[, f `\ �;, \ \ ` wash'wa,cr tram these opemn°ns he allowed to inNo-ate into concrete d-1,a,"es arc gait. place In ron tdesignal"d �•.{-� �•y rr 4, g+rS:C't^+f t^h •�r-s[s + . I. \. . . . .-. . . . . . . . . . , �.,T 7,t. / `'.y _ , I\ \ \ , the ails enter sat 11-wmeP. g •P - S•,Ci 1STRLICTIGFd ,3i LC-FIV Icr 4''T1L.€i4.Y #.VTOTN - T;df'f.Yi. Ct?3 fTYE':T kT#2?ti3M.BtfT ta;£F L[4SS T;iAN THF" fogE Yi'JTF! AT L VABRM SHALL WAVE AN EM Uf C,1-85 VJRLAP MAY I \ _ . \ ---.' i .'V,/,, \ \ \ a,cas. ..... _. ......._..........._... ..-......_._..... . ..............I...............I............ K,1N7S V"irliL I?4kfSS bR CGL',-Sa OCC,,AS SVEN,Y f'MlR C24)FOOT IF 5INCLE K USED FOW SH041 TERM AP6IILA`,i::'"S -- 7 \ . \ . . . . \ �\ / . . "/ /' '' ' I ! ` \ , ilesi m Criteria ENTRANCE TO SITE. _,__�,--� .. ,r" \, / L :2 XI FAB RL NLL A f--Ey K."1S RES.k, T#I'F,t.T'HI'NATE,` , riW TF C,7 _ -„-" �,. ,r. I 1 �r:� \ ,,\ t --•.,,,h_ \ l 1.VfIYEF4 VTa't' Fr7it;E T;T F. f'ASTrRFFF$f'k",Q$7Ei Y TTk PENCE P€75TS vTiH Vittc' Tif'S +°¢, FXOTEMTEL,IE •-VTEG R"• PLA^ETf GVE'�T4 EN?'TRE AA A PRICP'�TO PLACING Or' $TCN':. .KI:NTS A+•tC #EEi:E:2 HEY W.'LL X. UVERLAt"PLI; ill T1#. hT XT $TAKE". . .\. \ -' --- \`` _4 ` t \\ \ i Capacih:'Thewnsl,out facilityshould hesiird to CR STAFI-ES.POSTS SHALL$E STEEL El F3CR "T"09 ILL TYPE CR PAR9W=D "' E . . :---. �,----.'- -7�--` 1 \ 3.MJ4 .. MnT.RIALS U•Si.k, TtL STAtiDARS?' r+4"YtOE'D t2R EOUIVA:.F»t+T. ,I . . ,,,/ \ ..___.11 ( ` / j ��-y_- -/ \� t \ ` c�ntainsulids,washw�aiet.:mamintallands,rctlh, , r b SL'Rr"ACE Vla7£R - ALE StIRT'ACE VATER FEt34JYttG Ci4 L°tVERTEffi TT3YARD Ci?t- M'Tr.;R 1d7Tn A a+'#YM6mt LCN.1.i Y: 9 f§'CT. \\\ y allow•for lhr rrva+orntiun.f the wuxh water and 2,FILTER CLOTH TO BE FASTENED S£wt L'.£LY TO WOVEN V.RE FEW.F WITH TES \. �'� \ .-,/�. Y-„-' ,'J-- X ' .�, _ I / \ \ \� \ t ` � t SPgrED EVERY 24`AT TOP AND MIO SECTTD�r4 rEn.vE SHALL BE WOVEN WWR 1WRACTICAl-AcMM)NIAE_E PER"VIIH 5! S DPES V:LL BE PCRMITT 0.IS 4 SPA:E STAKES`EVrNLY AREY.n�tO IWf ET 9 FEET APART ANB Tom:JC A J7 / \ rainfall.Wash w:rtershali he estimated at 7 allons . �� . \ _ - --" / \ ! , ,�✓ ! ' \ ( } 6"lauxTM.IM wFSN OFt�I ar _ . \. '�._„_.,,_._._--r--. --,,•� ram,- �. �\ // '/ �\ \ \ I (/ \ {er chute and 50 gallons per hopper of the cunc,cu, _ t LrW�i - IW ti E'N V I ME,Sti k'v 1),'E F{L2,f ABRTC FOR-54,6'«:st i- . \�`\ \ -. ~_ , \ \ }I I \ \ pump trick andior discharging dram.The mininnm, 3.VHT'N TVC7 Sf'£:TTrINI TF Fit.TE.ft Ci.OTN AD,M7➢N rA^4t rlTtfE"R TiBY SHA{.!. Tt{'OYFR- PRL VCN£ TRA^K€PYu GR F6i7L1iN.s CIf SLAFMt:NT ONT€I PttH..°C ,ff l'. DF-VaY,Ai�: rAR�' P M€' '" r'+T'T 'V' -�- e-- .~ "^••.. (/!/ ` ///1- I L, ! v 1 \ siae shellbeafectb)•gftttatthebot,omaM2feet LAPPED BY SIX INCKS AND FM.r,Fr FLIER CLOTK SHALL Be EITHER FILTER R, SCAIMCNT SPILLED. DROOPED. VASHCI4 O4 TRACKER IINTQ PS79LTC (RIGHTS-ffi"-WAY � ��A`-L B £ 'A.L"A_A t .., MCt. .aM 9Ct.OV G9'OU#tt A+n° . . . . . . \`''� . .\ \� ...._.-....---- . . . . ----- . . . `" ! \ �' \ t ` Mi4AF' DD% SrA A 48+! ;i �[2 VC YA #T t4t151 BE ftf'MT7VEC Sr"RC B.AtE..EY, $AC01ILLED. IT SMA-L,Er,SECLIKi.LY FAZTENED.TO THL STAKES AND FRAM.E- { /��'"' / l -t'' �/` Il deep.If excavated,the side slopes shall M:2 t T S LINK TI II P p EA Efl,rt LIE . . . . •\�\ 3 \.,,,,..--- '-- •'J`�- -/ o ` \� -•/ i \ ~� I j I \ hor"'untal m I ven;cal. 6 a L"•x 4•'1tO{7)'TRAMP SHALL BE CfT"Tr'1.TEKI ARTAlNA T CR?'ST . . . . . . .V., I . . . . . . . . . . . . . . . . . . . . . •-.__.,_� "- / 1 •t-� j PROPOS D CONSTR CiTION 1 ` 4, C'fis's'APr1TCATCIt 4ptTtS SHALL.ML'CT TW-M;ht"PrOV CMCNTS SwC N. 9,ts'4dCN 1tAStEr#u 1S REd3UiRCA. 1T S4iALL BE AI%C rhd A ARrA$3A3iE;.IZEA VITH STOCC [bt €tA': f:ABklt,flDt AVER fECTk'STAf114.4 Y. -. -Jar! _, ANA WHICH DRAINS t#T0 AN APPROVED SEDIMENT TRAPPING DEVICE. `\`\ , - \ `\ - / \ \ STAGING AREA (CO R WITH \ Location:Caxatethefacilityaminbnumof100feettPnm ¢IAXIk'ti+s LRA;RA;,'AlTEA AER;„ . . \ . . . . . \. . _ - • . . . . . . . . . . . . . . -�--- ~ \ � , % ' \ � dra;nage.wntcs,M.rmdmin;nlels..04,11,1,,streamsand 3, *0JLat' CE -l1lf't $L PE`SILT T'4 AS!�'£T9CT4/s`{$f lasri7CRiAL RC"N:riVESt 1td§CN 4,PERTODtC INSPECTION AND#c. VII MAINTENWC SNA:.L $E PROVIDE AFTER EACH - \ tan• ., -- A -,,,,,r^^ ,- , f / rr " l I other surface waters,Prevent surface weer Crum entering the $.h-CtES� E'£V£LQP T!F T4iC Si:.T FE'TC.E. RAIN. . . - ` EQUAL .OR _ -- r ;- .1 ��" / •, � 2 -4 WOOD CHIPS WITV ray V-7Ar-1 MOVTDCO VY us.A-�a s, ABRIC . A A �LOPINC. 4 �-- . . . . i=F2(1Py:Y E:f.) N.Ai 5€:RVI ;E: / \ s,metumexcept fortheucues%mad.l'rovidtappmp,;ute . .\ `a /� -. / � r/ / \ - An"ED rRCA'DETAILS i'AUVIDCO 9r.31513A 'tiCS. ht:.Y YORK $TA E tte ,4rk .W TRAkSrL34TA 3dn, GREATER THAN 2C c / / /� //J1 �`� access withngravelaccessmadslopeaduwminth"stm"Iu,n. trV YCRK STATE#FPARTKN-EF TRAN$p-TATIOME REINFDRCr-D ACW YD KRST TETArS PRINT DF 4T$?kSPn -RaES. STABIL.IZEII ACV YCRU STATE B£PWKCNt V EN 4Rl riTAL CONIONVdFTfQ, DROP INLET \ _ -- . . . . . . . . / �''/ / `' Signsshall beplaced to direct driven toile facility after their ,NEW YCRK ITATE BEK'ARra•ENr OF ENYiPt4"v`t:wTAL CONSERVATION, t MCV YL�TK STATE CEPARtsFEt4T Lit'TRANSPCaQTATttf#. NEW Y{$d STATE SAIL E VATER GENSt:kVATIEN rA,l44METtEE I�R�TE '� TAN \y\' u " /// \`\ ' SILT FEIvCC REV YTAPK STaFE Dt PARtkENt DL' ENV€R(bN4EM tAL CDN5EiivtAT4ON, CIINSTRUCTION C I h�1SING�G,E' TER-"TFTACJ 2b ..�^ / 1 , \ i y v ' road;sd;schotgod. AEW Y�4 SYAYE 660.A VATE4 CYbvSC.RVATIa CLr"M]TTEE . \. // I / \ I ' __..i ( kEV YC}kft STATE SOIti.t VAtFAt CTJt[Sf:tiYATEtM pT*s+E{4TEC ACCESS \' . . .\ • ' • ' \�••---- •---. i �� -•1I n \`�,_/ (, 2r �\ \ I Liner: All we,hmn t,,cilitio will be lined h,prevent 1 .. �n / \ ./"-- }T / PROP )ED G P E t✓�V '1 nY 1 -. / /!!� I•- � // November 2016 Page 2.24 New York State Standards and Specifications Novevrtxr2016 Pa{.5.5E New•York State Standards and Sfumifica- New•Yetk State Standards and Speif)catirms Page 2.31 Nov'"nber 201E New Yak S4atn ShInd:Ids and Sp xifn ations Page 5.61 Nmranher 2n16 . . .\ . . . . . . . - .""F -i'"'•.I- , . . . . . . . . . . . . . . . . . ,� . ' � i�� J� j 1 \ � For Erosion and Sediment Control lion. For FmOon and Sediment Control For Erosion and Sediment Control For Erosion and Sediment Control \. . i . . . . . . r j , �- . . . . . . . . . . \. I. . . �,r' ' % �` / \ l ;� / �\ I NORTH 0RI� s. / /i '! ,G: O.-. D DPI.NA YE / a \ \ IJ.P. 1 r, _ _� - _ __ _--' r� __ 1, �X, L �HI�JG :GGL , \ \\ r'- R E S I D E N C E /` /�'''-�� n y FOR LAN APE AREA 1 \ \ l r "� ' � /• T \ \ ROPOSED CONSTRUCTION PARKING AREA ..,,,�:. . . . _ : �.ti j/. - ' / 1 / i '// !r \ G'RATC 39.5 . . . . . . . . . `�:. f�'. DETAI ) tl�l ) / __ j OPOSED SOIL STOCKPILE / \ / t?yy� ``' AREA--(-SEE L / f - l' r� L'''r , \ �_..... li. . . . . ` ' /, . .-,,._,,. . . . .' \ /. ./ \ /-�. �/ �` �/ fII O / c /, /f rEX tiTI�J ARA' l'J � \ ( DRIPLINE . . . - . . . . . ,,.,,,1 . . --' . . f _. ��.., /a/ M / t ; ' �' ' % L E-rVIO ED (DrtiSHE I \\ i (TYP) . . . . . . . . . . . . . . V . . . f // 5250 VAN STON �,_ . . . . . . . . _, . . . ",--., . . . . .',,,:_�,-... . . . . . / �/� / I /, //-- LI.. . <�. PROPOSED ONSTRUCTION TRAILER . _ . . . . . . .--•-..t . . . . . . . ! . . / 1 _ D D r%' - �� . E ' % -,/— '; _ -_ --- � �\ P � — — S R O A D �� ,._.. /��� ;/ � ,,,.-, / 7 - i/ �_ _--� - % �` / \ PROPOSED 0 T A LAV SILT FENCE �.`�. ( / �.. -'' % ' ' bh 1-1 \ (�' 1 N (SEE DETAIL) ,� . . . . . . . . . . . . . . . . � ;'. .PROPOSED DRA; AGE ,.-•• f- -,t D f _ r-' \ \\t 2"X4"XB'POSTS_ C U TC H O G U E N Y / � / ��\ , \ LOCATE AT CORNERS AND ) f `- -_,_ 1. . , - . . . /. \1 3) t3X5 LEACH IIy a' ) 1 I� G., / / 1�- I EVERY 10'-0"MAX. . �'t ,. . . . . - . . "�r PC:nLa ��JR C; ! I , N •7 / 0 1 \ 2"X 4"X 8'STAKES TRANSITIONS FOR ' '� -� +'1 OUTSIDE TREE DRIPLINE ``.~~ ~41 SILT FENCE TO EXPEND r - =_� \r ', ' / ;%� i �• � 113.3' `�' �/'\ GRADE AROUND ENTIRE PER METER F ---__�._._.,�,� -. ,� . I:) ✓E:+PAY c/O:\RAGE 13 \RGI% LIJ/ 1 / �/� \ OCCUR AT POSTS TOPSOIL STOCKPILE, TOR TO ° / �. pfi Ofi —� P ( l 11935 \ \ EXPEND AROUND DOWNSTREAM �` / \ \ HIGH DENSITY POLYETHYLENE U r �� -"` ""�� ~~ �' 1r/ PROP SED CONSTRUCTION PORTION IF STOCKPILE IS ON SLOPE. I MESH.SECURE TO TREE r i ' �' , / - (2)2"X 4"CROSS BRACES / / /, �) \ \ STAG( G AREA COVER WITH AS NEEDED TO ENSURE GUARD OUTER SURFACE WITH `f �� X\ ` \ \ �' ( GALV WIRE OR STAPLES. A R C H I TE C T ' - " '��' ) \ 2"-4" WOOD CHIPS FIRM AND STEADY STOCKADE FENCE L L LLLLLLLLLLL / - / COLOR TO BE BRIGHT ORANGE. ..; i �'J \ \ LLLLLLL LL LLLLLL L L LLLLLLLLLL LakelFlatoArchitects,INC / r r ( 6Q,Cx r.F�, ,' T,f- , 8�� © I C I \ r \ - - _ LL LLLL L LL LLLLLL L L LLLLLLLL L SOIL 10" 331 Third Street rr // / % ` ,` j C- C� �1 \ LLLLL LLL LL LLLLLL L L LLLLLLLLLLL STOCKPILE ( ) San Antonio,TX,78205 •r' 1 � ,/ TCE GF SL..QPE _ __ C F() )F C �? --.,_, 6-1 1 79 2327 --- d i' - I. - { . 1 J' tv1:PJ.-/' _ ___ c } I n!� \\ \\ .LLL LLLLLLL I LLLLLL (2 0)6 - ~~�'�'••••.. On L L LLLLLLLLLLL' �/ �, �� �. "'' <,� /;-- ( ,s f T.VJ. 46.0 � F,R }.. ...`.. I ....a.,f..CPJC� �..0 >,r ...... �.`\. \ �O�r^ 4"11TER ��a . -' . -.. ' --- HEGGH I I v Ff PRO r ( vi _ . . .� .. r r - - ... �� �' \. /0\1�t E ,�Y QN./1 B U! 3� I difZ `� /l \ cr' L LLLLLLLLLLL -�-^�~ J - CIVIL ENGINEER ����`` ORIGINAL GROUND RFACE //// �'\ -I D �' D ' v ' , ct7 a A / r J _..__ __ _ ___.-,\ j `\/� �31V G� / � I n' ", J c� _ FINISHED GRADE 2'-0" Y p, The Ra nor Grou P.E.&L.S.PLLC ' , i 10'-0"MAX(TYP) 860 Montauk Highway,P.O.Box 720 �..--- -______ PROPC55ED CONSTR TIO UMF ER I^ 7'( \ �, 1 - - _ -_ ,\ / ' / `//', -'� CONSTRUCTION SPECIFICATIONS / ` ' \ _ 1. - SWALE SHALL BE LOCATED BETWEEN THE TOPSOIL STOCKPILE AND 976 / ' +, .!'� a�r�' Clt\r� \t�V \ ) e ° Y SYSTEM AN ON SITE DRAINAGE Ater Mill,NY 11 - \ - \ '----- "PR f'GSEG S NITr R __ / -(- t X6 1 \ / H �� \ \ Q (631)726-7600 l\ n.� f /"_ ' - I l D // ��4, ��: ,` 4V. 46.0'- '- ` \ �� '' \ \ \/ (1} FL;:-.(;(ELAN C1N _C; '1Rf:A t4E_F TA,tJ1< OFF-SITIE PROPERTY. ' - / i ,/ - / ( ~' IQ,t" �tl� .- / v `7O � / / \ q,, / u 2. REFERENCE IS MADE TO THE SILT FENCE DETAIL (ER-3) FOR MATERIALS AND INSTALLATION • > \ / \ Ct \�',,,'v Y) B.W - C� / / \ t1) 8' D171`� 12' DEEP LEACIIIN,_'\ PC)CJL NO.4REBAR,EVERYSECONDPOST. `\_. /''�"-__,•-.`4 `'�^-�... /i r p�'/ J - j' �, C.7�;<V� ,,< J,.l,ra,<.� �� // \ � 1 ...p_ < �n. I r-• .. \ to ( i c`•�- �' \ SECURE WITH GALVANIZED METHODS. ff \ �', / �f , I, -1 ,,r,? C'a RGFC)aE.l) I)Rr;`ta�,aE ,/, /� ROO FOR I�C�>/�,,EXPANSION WIRE ASDIRECTED.EMBED �- PRC)P 19ED 4JATER�ERVI p� / /' ; "G4? '` �` \ \ ° 1 >-\// \ 3. IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS, IT SHALL BE STABILIZED WITH LANDSCAPE ARCHITECT J ' L 5 / _ �`' \` MIN.2'-0^INTO GROUND. STRAW BLANKET OR SEEDED TO MINIMIZE EROSION. \•- -/ / / T, „ < �; / (1) 8X3 LEACHING ?L __ ---•--•."__.___ _ '�, \ �- /1 11' / i "�� / "`�/,'`, ,CSC �Ca`` , ` '' \' \` _. FOR GUEST FiGUSE t ,:r� - ` "' ,., \\\\ \ NOTES: 4. INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER WEEK AND AFTER RAIN Margie Ruddick Landscape \ ' t / •' �'/ I PROPOSED OPEN - ""'"-7 ~- �k1.7Tl:v RETAININ -_YY<-I �• / /__ -- , \ � 11 Neperan Road Unit 6 ' - 1 ,f" / �F� / 4 \ , ,;,, \ - - /I \ \ PROPOSED TREE PROTECTION 1) NOTIFY LANDSCAPE DESIGNER AT LEAST SEVEN (7) DAYS PRIOR TO INSTALLATION OF TREE PROTECTION FENCE. EVENTS IN EXCESS of HALF INCH (1/2 PER DAY OR EQUAL SNOW MELT. REPAIR OR \ �, x 8^� �/ \�' / <<: /' n GRATE FILTER FABRIC \ �, REPLACEMENT OF SILT FENCE SHALL BE MADE PROMPTLY AS NEEDED. Tarrytown,NY 10591 / .f j/- \ i Cr // !'' ` /\� / FENCE, TYP. (SEE TAIL) \ 2) VERIFY FINAL LOCATION OF TREE PROTECTION FENCE WITH LANDSCAPE DESIGNER BEFORE PROCEEDING WITH WORK. 1 / % '- `�a n`� a O� - 24.3' / \ 5. SEDIMENIT TRAPPED BY THE SILT FENCES SHALL BE REMOVED AND PROPERLY DISPOSED OF (212)796-5087 ^, ,�<- /-_ X ; / �4 �/, / TYP. (SEE DETAIL) f ;� :-���..«�_R \ 3) TREE PROTECTION FENCE SHALL BE PLACED AT THE CRITICAL ROOT ZONE UNLESS INDICATED OTHERWISE ON PLAN. `, ¢ ' /i [ '� " `� =R="�- "_ ' �. \ PROPOSED DRA' !,AGE \ FENCE SHALL COMPLETELY ENCIRCLE TREES. AVOID POST OR STAKES INTO MAJOR ROOTS. WHENEVER SEDIMENT ACCUMULATION DEPTH AT THE SILT FENCE IS APPROXIMATELY EQUAL , TO TWELVE (12) INCHES (ONE-HALF OF SILT FENCE HEIGHT). / o ,. , . ..... / � / -,� i/ 2t�2' .a_�___1�3,H' ( `{,,} BX;S ...F..,C,HI..�`�P,)C.I._ 4 TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER ONE (1) INCH DIAMETER DAMAGED 6. SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE HAS BEEN /, E Rc> clsf.l.� ,x,/,��;� / �� f --- --�— P: -... > STRUCTURAL ENGINEER - _ 8,�' EXiST Pjr : TO!2; \ 1\ \\ i hC; ',,GRAVi-.L DRIVE:W Y \ DURING CONSTRUCTION, MAKE A CLEAN STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ELIMINATED AND SHALL BE REMOVED ONLY WHEN DIRECTED BY VILLAGE ENGINEERING. /E:NC,I.C°15E:1:) F)(:}RC;H d / M `"- -----. - v, c ( Benson Woodworkin Com an �s� / /' / ( t\ ( - / U_C �� '/ �/ ` \ GRA1 E" f:L. 4,5.0 ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING AND COVERED WITH SOIL AS g p y,Inc. C ! ' ` /, ... ..Q t.. \,/ -p / / \ \ 8A2: --`-~ / ."I~:r`-,tY:L r>�;:3! I j/ _„-1, /'' \\ v / f:.l.... ,�.....> �\, // - I - „ F,.-.= ............ SOON AS POSSIBLE. G�, 44' TG \ I C t ' c.r r^. '.y-`\ NTEP.10: T , _ CNGVATCG is--\ \ \.�t� \ �.� \� TEMPORARY SOIL STOCKPILE DETAIL 6BlackjackCrossing / / ^•> \ e4 /' PROPO EOr�,�Al: C / I BX3 l N ExiSTING/^?�?P'EWSED BEDROOMS N `\ / � `--- \ i NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE Wal Ole NH 08 p 036 / --.tv BLUFF j \� I ,, (1) 8X2 LEACH : G 40^ - 'L--�_.^._, _.� T /� � __ ;('; F ^; PC;t;C.: JD IC JY'ATC? // `y/ \\ ) ALLOWED WITHIN THE LIMIT OF THE FENCING. NOT TO SCALE (603)439-2016 . -- >_ '!F" \I I \1 Q � ,iF fi-- AND�� tP - A 2 - _ � _.._ Y EL 4q 5 I/ \ o � \ \ 6) FENCING SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION. FENCING SHALL NOT BE MOVED OR 1 - -'` Q8'/,0 `---C�:'ATE 45 ` / \1 19.5' G.F.A..N 1,Q57 r,.F. \��',� !- ONE MANUALLY OR \ ! / / �' REMOVED UNLESS APPROVED BY LANDSCAPE DESIGNER. WORK WITHIN FENCING SHALL BE D 1 FF. ____� ____ ,��"I \ �` � \ \ �\ ° .� � M/P ENGINEER \ t ,� 29,5' /- \ 1 WITH LIGHT EARTH MOVING EQUIPMENT UNDER SUPERVISION OF THE LANDSCAPE DESIGNER. \ ) / �`ROPCSED C:'1-GE7ApG \ s. \\� ' 1\ _ \ "- - WOC'v :^•EC., rL 44 cis -2.4" c.n. 92/ r '� �. I Ri cord En Ineerin Inc. \Ps F,F i., \, L,\ ✓ j , ~\` / -------- � --{-- ,-, zi 3 I . NI / \ \,\ \l/ �, j�.;;`' � \ '\ PO Box 4175 9 �, `\, —� � �� - / n y,/,�VI�,\ STOCKADE TREE FENCE PROTECTION DETAIL t -`\+ \ 25.0' i0' 1/- - Portland,ME 04101 I \� ,, �t \ _ C F? - _ STEEL BAND (207)835-4060 1� �,' ; \ L _., RGPC)SED IJ: LEA Or TWO._ /� /� P :(:}F)GSC:1) G .AJF:!... [:I E tNAY ( t � BUFF, 1 <i `,� c;2��\\ \\�l \��/(, ,- °' !�- _, _ PANEL AND GFCT-7- TCE k;U`IED "' yJ! f:, \ \ ::. NOT TO SCALE 20" / S� \ `�s<r I- \ - - - __ _...._ -._:. t ,^ 7 1 C / `'-'- ���= :. �_. .� \ r.., PROPOSE 12' X 3d' t � \ \ \ _ _ �\ � ' /_ .14 _ _ �\ LIGHTING DESIGNER �' I 2u / 7 _ _ _ _, ti_ 'A _ _ _ _.... fit1=' _ -... - �✓ STABILIZ CONSTRUCTION 2 G A F. �C-f-' / _• ,' ,z \ r \ \ �z- \ `r,\n \\ fir, /` \ \ \ _ 40 �� ( �� t � / I _ >" Byrdwaters DESIGN,Ile �,/ �"" 14/ 1 - `�_ FE �' / \ a \ENTRANG (SEE DETAIL) . � \ T" \ T,'a \1, -'_ D 1 Q R .-•. ,, `' \ t^/ 3939 Black Gold Dr ,r r \ y /` _.. E t� \• ~ t___'-•_-__ PROP O l r. �s t < \ F , / \ - \ ( ° \ .. _ A C LO y�IER lJ/ _ ",_ / \ Dallas,TX 75247 L�s __ \ uh f, �'t f..IPAif (" Ff_U()f i \ , JSI)L.ATE.I.) E`tJ^l C)>lJ ::: !s0 BF: _ % ��f INE CCvSC)UI"i F20 _ '' k> \ `N F:VATION l ' P OSf�D 8X8 CON( ETE 2 4 4 . . . . \ 'L \ - %,\ \ -- )`/, AF�N`'RED TQ C'*N;yOL PANEL) 5' Sl > ) 11; IC} C;G� Ri)1... /j-'✓ \ \ �• ROP \ ti \�' EXISTING DRIVEWAY TO r \x,. �_ - - PR POSEG (!. ''.NDSCtAPE '.NA..l , I I u,_r� _ ° \ WASF�QUtf AREA (SEE DETAIL) 11. �' 1";, BE UTILIZED FOR \ � /' \ 2 -p-" r _._ III.. I Vr _� VvITH G lA, i Mil i,�/ _ �-✓.. / �. \ 'F,'_ �. _-.�>< - __ \ _ > F?OPGSF. AiR >t Y I...I•E C,� 18• �) \ .CONSTRUCTION ACCESS \ � ,/ \ 0,_- \ - - - - \ LENGTF 0,' ° a2. �'"� /-- /h, ` * c> / \ f O (DASHED) \ \�• ,g, �.� - \ `�i .,`._..'47.0\ 1 J �` %'\ � `. \ ' 1 �� \ \ r /' \ \\ \� r- v °RCJP `i`U 'I CL' fl"�CR -'L ANi r- �' ��t� 1 f �'fi"J T+# GRADE / i ,� / J- ! / � \, \ \ G) r" F.Ff... \ '�' ~`\ / { i A� CI 0 TLI_ GUIdTED�,�I r40�p �C v \ \ \ \ i' / rid- /- ---� \`.. -- 4- T�' -\� j) \. . . . \ / \ 37 -...� �, a- ;-�' //\ =",` o� (cGN EC� :G PGGL Ea.. MEN T �� EROSION CONTROL MEASURES / TC T \ --� - /}� / � :Ulf..1: I IG PC:iWER SI/h 1.. ' \ `�. l' \.� ` \ '-�/�'.:, -- / /1 / 4f\-.\ (.}RAT.,... J ) \ \, / \-- �\ _\ � C.= -� '' ��:%-=' � --ZN:i:�'��C=_/ � �`` 1-Ij.- 1. IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT AND THE 3 Q '\ �\ F j� \ --- -='-- ; ( '- . / �'"3 lam` ' S1,D M/A(,90R BI._OWE.RVJ NYSDEC DURING THE COURSE OF CONSTRUCTION CERTAIN EROSION AND SEDIMENT ,� \ ' ''- I.,, ' l ) ,, \,, ��..- .-/�- • /�ram"' i-.' a,)� /i � � r \ // 1. � t r r \ - '- -- -�\ F.FL. \ 1 - \ \ /t - -\., /-r 7 I - \1 r " ! �. r / ��!V. CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT 1 /� -- 1 0 - - - 1_ _ \ �„ % -'�i �j�G l i 1� / N�ULAIE N„L��URC y0 B ` - . . . . . .� <::_:'_ . ..-.- --- _ _ __...._ ��.. -- '� / \ !_._.. _- riARDG^, R T C -t�L;RCy PB::EL) .\ SITE AREAS, PONDS, WATER COURSES, DRAINAGE INLETS, RECHARGE BASINS, ETC. \� (\`' \' - \ - � 11 ACCTUOAL EROSION CONTROL MEASURES WILL BE DICTATED BY FIELD CONDITIONS AS PRt, OSE.I.-1 2 SIC}RY \ % -._.._ ____. tiy1 \c�fJ / _ _.._. tJOUSE W/ <A`' I�JI' j------- _ _ -_ `/ \tir_W.._.._. ?,c; ' /J[/r//J \.)L'`,LN - s // \`` _ �, �- I / -,,..!,f `\, ! r., -Jf "tRC)F":}`.E:C) POGI._ EO 1ENT ./' ( \X' FRAME PLAN VIEW SEDIMENT BAG SECTION r#,•,; _, . , \ \ CONSTRUCTION PROGRESSES, BUT THE FOLLOWING GENERAL CONDITIONS SHALL BE 4 BEDRGGF: Y- �. ___ _ _ --- \ 1\ f �' `' OR.. JII...DINC:) .}N SI...AB \ \\ ' \ OBSERVED: NOT TO SCALE NOT TO SCALE - �_-. � P OPOSE� CONSTRICTION DUMPSTER -�! \ / f 1 ;� B J\ \ PROPOSED PUBLIC WATE I< - _ -_'.-- 3C Fl7 `' i 1 \ /', t ` Xr�1 / 0 ', ) 1.\ c -- � \\\ ``\ \ \� G.F.A. 2,159 S.F. /' / - - <-''' 1 i f -r - l=' / ,,�� „DRy„ / ``\ � �,\ /1. \ * EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED. . .\ \ L - / - ' J �".. I Mall. ( :- -`- - �i \ , ,. \ \ EX TitdC TIMBER WALL TG -'--• /..,,,- / \ r% rI"' - 4, _� �. ( t _ - - `-L ' \ F / - , , (,ti --, / \ r,/ G.F A. t144 S.F. / \`\\ * CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF 22' 1 ss _.._ ..._ u I /-0 r \ NOTES: k3 REMOVED ;DASHED 1.:27 TG -'•r�� --' ` 1 I /- '-; 0 �/ \11 '"Y \ ! t�' \ EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. \, > > ) t _� - �✓ ' L l (_l \ "� FRAME: TOP FLANGE FABRICATED FROM tY"X1Y'X1/8"ANGLE. d- -.- .... �� !"IfJ.'j 1 -' - r40`- I:,, ,,,,,/,- \\ \ EXISTIN( C ARI�'l(:� , ti E',<`'fh` ti' / -- ' !� ` '' * THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL 8E MINIMIZED TO REDUCE BASE RIM FABRICATm FROM 17¢"Xt/2"Xt,/8" CHANNEL HANDLES ' �/ `; / !' \• 1 \, } ' / / \~ \.\ RUNOFF VELOCITIES. AND SUSPENSION BRACKETS FABRICATED FROM 1Y X1/4" FLAT 2" i,> \\ \ (J? -_r0 � i, t / / ,( -, - ---' I / J I - -- I - I,- ' I \ \ 1 ; / \ \\ STOCK. ALL STEEL CONFORMING TO ASTM-A36. . \. . . `� \ ` . . . ��Ffi I / ,/ --/:, '' I xx \ `, \ 1 CGP�`+ED DF:! 'dAG f / s \ * SEDIMENT BAG: BAG FABRICATED FROM 4 OZ./ SQ.YD. ��r� J r"r ,\ ,,�; 1 \ fr- / SEDIMENT SHALL BE RETAINED ON THE SITE. --- ti / �- \ 3a \ 1 \ /% \ i (1; ° .6 LEACFI id PGC1L / NON-WOVEN POLYPROPYLENE GEOTEXTiLE REINFORCED WiTH \ Q �` `,�.i -, - - \\ '1L=� Sr�y� �\ r I r \.� t (iR 1`> I �:> POLYESTER MESH. BAG SECURED TO BASE RIM WiTH A STAINLESS 1 . .-I `'- :r -- _�__,�, r \, \ / \ r ,_ - \ F 0� EOU MC'\.'T SPECIFIC SEDIMENT CONTROL METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION 19" \� \\y . .' iT4 7;0 �--t--- "'--�f ~ __/ \ >; \ PP r'GSED "(ANETA.RY SFSTETv1 ' ( l `\ \ I TOF2A E LIILDI`IG & PC'OL% ! STEEL STRAP AND LOCK. 2O�9.OS.�J LIF PROD.NO. 7OSG \' - - 'J' - - \ - ' \ J -, t \ C AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE "NEW YORK \. . I. . r - \ > \ 1 11 c 2. T .�ZEI -� ' (1 ; FU i C, F:A, E:t`. J, lRF.ATtA; i, � � \ \, COUIPfv, NT BA-I�dJA_,H / C1 \ ram_: .. = '- \ \ / \� i \ ( GUIDELINES FOR EROSION AND SEDIMENT CONTROL". FRAME SECTION PROD.ARCHITECT DE DRAWN BY: Author �'�, .�.. �-. _ _ --/ / �\ ` \ �r� ` \ } ` � ,NK, (1) JUNCTION �✓IA\I'IOLE, (1) f, �(, `\ ' ` \' �� } NOT TO SCALE - .C- . - \ . .. . . _ ,-.,,_---�- - ` . ^- ----- \\ \ \ �f f \�� 1. DIA. X�1 F' DEEP _EA_HIN( OOL \ \ 1`�,\ j \�\ U1 C,, h \ \ 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) SHALL BE _ _ PFjtSED DRhJAG /� �,�J� R }C)t FC?R ;:(}J�E:X A°dSIC)t <� INSTALLED AS REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION OF THE �� _ \ j \� ( r \,\�?\ \ v I ` WORK. NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT c �. . • \• - - _. \ (1'GF 2) { ----L�ACHhdiY - i ,1 J Co \ ..... i.. � FILTER FOR ROUND OPEN (TYPE 1 ) GRATE 8c FRAME DETAIL SET ISSUE DATES `�- - ` / �� r- ~ 7 \ \ PROPERTIES, WETLANDS OR ROADS. NOT TO SCALE }. __ e �\ \ , `� \7 t:iC )�f.if) C \..N1(:) JIB I }. • \ __ POOL„- �cP WAIN H`�.LI � �G' \, I I _ �_- r ._ \\ \ \ T; w{, / - - a- 1 " �. �T`T r �j i �1 r ;SHED), J DATE ISSUE T EA �{).fh'"•`EQ4 A-I ' _ - - _- -`--__ _ . . . `..__.• - F R :4 'U`�ECEs TF I�AL \ \ p/ \ ,. �/` \ �, `\ - - . ' _ r I 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH 2O18.10.12 BID SET cD. -G \TER -T1'�A x O% \ 1.iNF: .4 T 111..I. F..RC)M CCJI�'I?()! E. \_- �` a \O I _ \ 2--_<_ . ' ' ' \ \\ k, v •-�•_� \ \ \ PROPOSEC� CLEAR.I'.,� LIMIT / THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN ```'' i .'.,SEATER 'THAN . . . . . . . "'.. .. ` `„_,,,..----F'AN a... 'fO t ?,`"�fir:Cl!:)F:" F: \ \�'� .,,y i `\ j `1 ro ` ` ) ' ACCORDANCE WITH THE NATIONAL RESOURCES CONSERVATION SERVICE RECOMMENDATIONS. 2019.01.11 BID REVISIONS \ / ' ' 2019.03.08PERMIT SET- PRE TRUSTEES r - -T'.'� " -� =--_ -~ \ _- I \`` `3 v \ \ \ \ (--'-PROPOSED,4' HIGH jP00_L FEt TO 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM 2019.05.15PERMIT SET- TRUSTEES REV .I. -------__ ,, �_. ----, . \ ��� 2 \ M EAR D E H RO U G 3- I N G R DUP THROUGH THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS ETC. . . .V 1 (--r--- r s } , `,<, , 1 H X r �. _- __ - \ l`_ -` \ \ `�U \ \ ` Vr:GE"ATIGM W� SEJ0. 1,11'CHI^, , CAA i.:S ' _ t ASDREQUIRBUDIL c - § `_ -�-= < PR:-,?3II5`E AIR S:,1;:,I ` f\�. �\ �" \ \\ o I 1 -�c / \' \ \' PROPOS D SILT F NCE TO BE \ 6- ! �w // :} --,_.� f \ \ \ \ I 1 , \ , 5. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED \ / PRC)_U„ Lt-it{_F_C,ITtt ?f_. \ ``� TRENCHED\IN 6 AND STAKED \ 1 I ( i , DAILY BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR THE DAY AND `\ /_.-�� LIhJE C. \ \\ '` AYBALES TO BE RECESSED A it / C;PJf}TJ T FRO1 t TREATPv1EPJT \� \ / f + \ \ 1 AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE BUT ARE NOT \ fN. OF 4" INTO THE GROUND I '`- CLEANING AND/ OR REPAIR OF SEDIMENT BASINS OR TRAPS, SEDIMENT TANK T� CONTRt;L PANEL "\ \ y J I // _�_._ --- -___ ) . � \ 3. \ \. ! ,.-4 �" \ ` i LIMITED TO, J�._,__ -_ 11 / / �� �- (SSE DETAIL) (LIMIT OF \ / I y1- --a I t BARRIERS, BERMS, DIVERSIONS, AND INLET PROTECTION. .l -'' / ----- C.' - _........__ � 1- DISJIJRBANCF/= ±66,895 S.F.) ) / III / T�?E GFCP� _ IEEE _ f -- / �� !'� // \ / ; �\ ` ; ~`' 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. REVISIONS . . . . . . . . *,, y --. "`- . --' . . . . - Y / // / / -�I / 1 �1' \\ /J 1 � r� __-. / / / -� / \ ,- 1 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND NO. DATE DESCRIPTION - J - - '' / �. j" / j // / --- '•' CONSTRUCTION ENTRANCE _��,,- , / /- / / q u J••' r,_-_ --- / SHALL BE MAINTAINED UNTIL SITE IS PERMANENTLY STABILIZED. �/ r \ /' /�, U ; � � f LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS THE r r / J l / /r �/ / I -,-.- / �� - �\� {- i fl --� - ��� �-����'\ - -- "��- � J t \`\ l 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN // / / / ' / / / ,/ (.,�" �J -- - . . . ____- I I � / I r / PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED. AFTER -' ) f / / r r„ 11,1 i' �,y - _ _ �_ l' ' J ` I PERMANENT STABILIZATION, PAVED AREAS SHALL BE CLEANED AND THE DRAINAGE SYSTEM I / // r-r - /r''� �} / \f7��� } -- r �,-'i f } CLEANED AND FLUSHED AS NECESSARY. / � % - ---/ 1 / 'rr--.--- r� ,,...---- � �' //' / 1--N 4 - �, -- � m f --'I---- rr 1-1 r /' // ' 9. ENGINEERING DIVISION TO BE CONTACTED NO LESS THAN 48 HOURS IN ADVANCE, TO % / .-� / / 1 INSPECT EROSION CONTROL MEASURES, DRAINAGE BEFORE BACKFILLING, BEFORE AND f r r /� �-''- , -- '' --- -r ,// ' t SCALE: 1"=20' ) AFTER PAVING OF ROADS AND PARKING LOTS. FAILURE TO OBTAIN ENGINEERING \ \ F;E:A >I.C)t'1`JCs`kC}Un:...'� ;, ,-- _ ,' \ ` INSPECTIONS DURING THE CONSTRUCTION PROCESS WILL EITHER DELAY FINAL APPROVAL \ .\. _ \\ �) (� '�fA (\ . L ~` \\��* J 0 20 40 1 60 OR INCUR SUBSTANTIAL COSTS TO THE APPLICANT TO EXPOSE INSTALLED COMPONENTS 0 , \\ ,i`7i GI'z : .::f2 �nl! �() \ \ \\ �``� \� , < rr- IN ORDER TO OBTAIN APPROVAL E R M I T S E T THE RAYNOR GROUP,P E &L S PLLC \ \ \ �` \ \ \ �` SURVEYORS CIVIL ENGINEERS SITE PLANNERS Ji \\ �, \ ,.,. . `. `\' � \ N _-� - ' / ` f' 10. CONSTRUCTION VEHICLES SHALL NOT BE WASHED ONSITE. \ .` -- . .\� . � . \.. \ . .\ \\'\ ' '/ �, , f � \ ® DEERFIELD GREEN P.O.BOX 720 \\ \ \ \ kT / WATER MILL,NY 11976 (631)726-7600 W EROSION & E WI E � SEDI M EN T LL CONTROL PLAID E � LL Z t - & DETAILS Qn J T N 6 U .E m .c d @ m 0. SL m � LL 8 9 J 6I4I2019 4:18:11 PM AQ�CO-00�'�CV® OO�OC. u Q dim 4i m Lo LO O r N N LO W ti d O W fn N U Q N O iL I- X o 4- (A W r' CU 04 LL Z CO M m 2 , z N ` t I r 04 57 ,41)) u . \ . . . . . . . . . . . . . .. ' . . . . . . . . . . . . . _./. . . . . . . . . . . . -: . rr- NORTHFORK . . . . . . . / r 1 ,_ . . . . . . . . . . . . . . . . . . . . . . . . _ _-__ _- RESIDENCE IX j .fr,,r-'"—'\ 5250 V A N S T 0 N yam. ...---- J r�� ROAD �. tip.¢. ~� C U T C H 0 G U E N Y 11935 /� ,ram' l ,.� / _._._.•'-'' \ \ \7- ARCHITECT Lake Flato Architects,INC 331 Third Street San Antonio,TX,78205 ^r i' � � / / j �-• ' \`~ \ \`~ � (210)679-2327 CIVIL ENGINEER (D \\ The Raynor Group,P.E.&L.S.PLLC 860 Montauk Water Mill,NY 1 976 P.O.Box 720 , ��% ` ! f < ' -Y , `�� - --\" \ '� ` \" \ - LANDSCAPE ARCHITECT r � \ Margie Ruddick Landscape -� 11 Neperan Road Unit 6 ""---f � -• / / '" \ t •_~'�•, � "� \ -.._� "�•..` Tarrytown,NY 10591 (212)796-5087 STRUCTURAL ENGINEER Benson Woodworking Company,Inc. \ i \� 6 Blackjack Crossing �� ,,,..' / 1 % � .y \.,,.•_.---_- J, � \ � . �.. �_................�, \ \..,_ '\ �� � Walpole,NH 03608 �/ \\ (603)439-2016 --�\ _ _ ° _-� - \ �x M/P ENGINEER Ripcord Engineering Inc. Po Box 4175 ME � / � �__._._ _ _ �,,--'•-"" Portland,ME 04101 (207)835-4060 rt _...._ _ - - -'r `. LIGHTING DESIGNER Byrdwa*,.. 3939 Black ck Gold ers IDDr II Dallas,TX 75247 (214)460-2673 - - 2019.05.15 I 17086 L F PROJ.N0. U7 PROJ.ARCHITECT DE DRAWNBY: Author _ / \ / / .`. . . . . . �� �.\ \� \\ 1 '' 1 \ \ ` \, 1 DATE ISSUE SET ISSUE DATES 2018.10.12 BID SET �_ -'' ~ ! .. \ \ \\\ \ \ \ <� \ 1 ` / 2019.01.11 BID REVISIONS �\ ` 4 1 2019.03.08PERMIT SET- PRE TRUSTEES . . . . 2019.05.15PERMIT SET- TRUSTEES REV QO TE f r/ -' / / / \ _._._ REVISIONS .; - ' r .... / // /� �/ NO. DATE DESCRIPTION 97 `'./. � .1. fig �r r,,,,......-•-"'--""/ •.�f /''' -/ � ........_.---'_- ,_./"/' r'l'r , `',/ C / 1 PERMIT S E T THE RAYNOR GROUP,P.E.&L.S.PLLC SURVEYORS CIVIL ENGINEERS SITE PLANNERS 13 DEERFIELD GREEN P.O.BOX 720 WATER MILL,NY 11976 (631)726-7600 W E WI EXISTING E � LL Y� DRAINAGE 6 K E tu 0 LL z PATTERN O O L m r m a m /��"Yi' c 4Q m a ' U � 6/412019 4:18:11 PM A%V%CHov1Ecv® UMC. i 4i t E 0 :E u F 4, M / Y Lo L/ J 1 4 O T— o N LO ri Wti4 0 W (nN L) Q N I / �____- LL HX6 0 . t . . f . . . I. . . / . . .(. . . . I . . . . I /•,.-' .- _._..---_......_... //r` / /' � \ \\ St ` 1 � VJ W / \\ « r' fQ ,-•�- / If I-- 4- i .J. r / I �� I ._... - -��:[� �' �.1[....�\.-.- -.- - / 0 1 11 1 Lo -le 11.-. .-. .-. . I ./ . � / � . . I 11� '% \\ � 11 / Z CY) — - - - . . /,. I/. . . \ �/ -�.� , �_ " 11,_� 11 - ,� ..I J-� - . -- .. I __,_____ �'111 � � \ ---� / 4 — . . . . , . . . . . I . . il ( ,1 \ � "k 11 T_ f. . . / . I . . 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D,; ) �.L i Zvi/// Q)� ____ 1-11 _ Sy p \ The Raynor Group,P.E.&L.S.PLLC 1, Jf C.` \�, _ _ \ ` 860 Montauk Highway,P.O.Box 720 _.____ --.-. o c, _._._ G \ \ _ � ,/\ . ,, \ � / 't, �� - ' _-.. ._-._.-.._- _.._.__ � -_ 7~� r, � _ � � �'�` ------ - � T1, �p --t � Water Mill,NY 119 6 ,``_ i t _. < I- s (r" �, \ I _ a - :• OS SANITARY SY,7TEM _,-, n' �. - \\ ..,,.,,~� / r (631)726-7600 / / �� / I / 'tj. l _.,/ \ \ FThJ Ct..E:A ! (:::N..... a ..I..RE:A..I..ME:::( .. 1A�J1 / j /� \ " v�, �- B.W. 3,I,, ��` / / / Q/�� 5 �{ 4 � \�' , CS', / / ~`\` / %� & (1) a,,' C)IA"..-W' DEEP LEACFIINC' POOL \ f J J I, , \ �.. 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M✓"_M r,,......-.•'' T ___ rrr� r l z %/ f t . . r �' r/r ::, / / r" I--,' ,/ L"� _l , -- _..-/- r 11 '� ( // 1_ l / r .. \. ,FBI t, 'SI._(.)`(�'IN(.`f xU/�. �� K \. .L .\\ . __ \ V r rr/'' // 1 \. . . \' \\GRF:`KF'R--.,,HAW " ,f, <. .\. \\. \., i \ / r -, r, \\// \ t / ` ® THE RAYNOR GROUP,P.E.&L.S.PLLC PERMIT S E T ` ~- r / ` SURVEYORS CIVIL ENGINEERS SITE PLANNERS I -r ' . 51 m \ \�. \ .\,. .\ . \ . �. . \. \. .\. \ ; \ i- �\ __. �• / / j , �� \ , \`\ .I\. . , \. � . . :',,� . \ . \ .�. �. \ \ L ✓� ' / \ \ ® DEERFIELD GREEN P.O.BOX 720 0 9 ` t r K; �~ 1 WATER MILL,NY 11976 (631)726-7600 z w E WI E j E /' PROP c = 1 YI E O N LL = r E H 10 li z E m m LL c d p J . 6 U r is .E a ;6 d a iz m m LL c R U � -7, Lf) LO tcll!"J" 1-'11 C) I llil,`I_10,11S�_�Nls tj.F�` 1 0"D LINE, 5`,,r_,'7'0,'- !�TUDI F/,,- IC r ... 1INF OfF C'4 LO A r77 11-tr"T 00 "R,i '%N,7r7ly4 7)':-,, 1C L 0 Y P",u r r,i 1 1, T!fE`G S� W U) N 0 17 T W < N 170- ci� X 6 D;J! 0 T 'YO 11 1 C� r f,� 4� W L_ N IL LL 4- 0 Lo 0) cy) Z ce) EOM T_ Z N .......... ........... ............ z T_ N J � a ........... _ _ _ t>. C, 78 r, r K ............. 0 j 05-15-2019 ------- NORTH RK q RESIDENCE F11F "X)!t;.'C R`T F F"," �W,11 5250 VANSTON ROAD I@ (,,r7 POO! 1 , CUTCHOGUE, NY, 11935 ARCHITECT LakelFlato Architects,INC 331 Third Street San Antonio,TX,78205 J (210)679-2327 .......... ... ... ... ....... .......... ........... .......................... .............. .............................................................. . ....... ....... .................. ................ ...... 75 CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 (631)726-7600 LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 TRUF Tarrytown,NY 10591 (212)796-5087 el E ..... _-------_--- - ...... ...... .......... .......... ... ... ...... ....... ...... . . ... ... . STRUCTURAL NGINEER SCALE: 11, V-0," Benson Woodworking Company,Inc. 6 Blackjack Crossing Walpole,NH 03608 (603)439-2016 M/P ENGINEER Ripcord Engineering Inc. PO Box 4175 Portland,ME 04101 (207)835-4060 LIGHTING DESIGNER Byrdwaters DESIGN,Ilc 3939 Black Gold Dr Dallas,TX 75247 (214)460-2673 I EII -Ll I F::: I WET 12 DRY 2019.05.15 LIF PROD.NO. 17086 I M] I I I l- 094(� =1 I IEl I 1=1 l l I I Ell =111EI l= I I A703 11 = PROJ.ARCHITECT DE DRAWN BY: Author Iw— C14 L. J 10 SET ISSUE DATES L_ _J F_ ---I =Nlg�_ 7r, 8 5/8"� DATE ISSUE 2018.10.12 BID SET MEDIA ROOM ------- 2019.01.11 BID REVISIONS 16 2019.03.08PERMIT SET- PRE TRUSTEES LO 1 2019.05.15 PERMIT SET- TRUSTEES REV N ------- STO STO STO 13 5 Ash MECH ------- 14 ------ WINE ------ 20 J= LAUNDRY 17 19 REVISIONS WINE 18 L i I -L NO. DATE DESCRIPTION 03 — — — 17'-6- 2'-6" 14'-6" T-7" LO �7 —II I III )75A) A800 M I I MB MB —IT MT e PERMIT SET II FLOOR PLAN _—E E ', o BASEMENT AND POOL PLAN 9 � — -0 I I I 1E 1=1 I l I I 1=1 I lEl I l 1=� F-1 I I Ell =1ll= El I 1=1 H I l= l lE l lEl I l E III— I I ID M2 M4 M6.5 M7 NORTH a. w a. BASEMENT FLOOR PLAN MAIN HOUSE TRUE PROJECT l f L Ll r=lii=1 I I wil —I ,- SCALE: 1/4" = 1'-0" 6/11/2019 5:25:31 PM FLOOR PLAN NOTES 1 DIMENSIONS ARE TO GRID LINE, FACE OF STUD, FACE OF CONCRETE,AND CENTERLINE OF DOOR OPENINGS, UNLESS NOTED OTHERWISE. DIMENSIONS NOTED AS"CLR"MUST BE PRECISELY MAINTAINED. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT ARCHITECT'S APPROVAL UNLESS NOTED AS"+/-".VERIFY DIMENSIONS MARKED W.I.F."PRIOR TO COMMENCEMENT OF CONSTRUCTION,AND NOTIFY ARCHITECT OF ANY INCONSISTENCIES."ALIGN"SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. In LO UP 2 REFERENCE AXXX FOR PARTITION TYPES. ALL PARTITIONS ARE TYPE roc UNLESS OTHERWISE NOTED.ADD FULL,ACOUSTICAL INSULATION TO ALL PARTITION TYPES ENCLOSING Oa N � THESE SPACES:OFFICE,CONFERENCE ROOM,TOILET ROOMS,AND MECHANICAL ROOMS. 3 REFERENCE GXXX SERIES FOR GRAPHIC EXTENT OF FIRE RATED PARTITIONS. ap I) 4 REFERENCE A001 FOR ADDITIONAL GENERAL NOTES. 5 REFERENCE AXXX FOR FINISH SCHEDULES. M6 6M 5 N W (nN O FURNITURE LAYOUT IS FOR REFERENCE ONLY. Mo WQN UT � O . � X 0 1 06 05 04 I 02 1 03 1 1 1 (A I- N cU 01 LL w-- A500 A500 A500 A500 A500 A500 0 In N _ - (h .%C W = ZM � I I I I I ACM - 48'-0" 4'-0" 20'-0" �-- ti 3 � ZN M Q N 3 1 I 1 I I I I I I I 1 1 I Zo A400 QN 3 25/32" 03 a 1 I I I I I I _ A,: 18 -0 1/2' 13 -7 1/2 13 -3 1/4 OPEN TO BELOW 2 10" 2 OPEN TO BELOW 5 1/2" 5 1/2 A501 GRILL, REF. MECH. 'VA-- -- A501 .f BOOKSHELF - - - - 08 O ci+. L__J "' CLOS CLOS. 1 05 A702 07 r OF t1G`�d 14 � 202A E- -�10 2026 06 -- � 1 05-15-2019 A501 -.__.____..._._.__.�____. ____._..._.. . IIG / II HALL o A501 ""--�---OPEN TO BELOW---- �� II � / \ \ II OPEN TO BELOW 11 A702 13 202 A702 1.03 0 -ll N 1 I 1 12 201 A I 203A pg 205A I.... NORTHFORK A400 01 .. LOFT 03 LOFT BA. �j y, LOFT BEDROOM �` - J� Sim 02 A400 201 E 203 205 0704 A702 02 /,� � � RESIDENCE 12'-0" 3" 07 01 A900 I -------INNER LINING LENGTH------- I 3'-0 3'-01' 3'-0" 011 .� - - - MB 5250 VANSTON ROAD CUTCHOGUE, NY, 11935 1 1 I I I I I I ARCHITECT LakelFlato Architects, INC 04 OPERABLE SKYLIGHT 331 Third Street 1 1 1 i 1 I San Antonio,TX,78205 1 A400 1 1 ( I 1 1 (210)679-2327 CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 M1 M2 M3 M4 M5 M6 M6.5 M7 Water Mill,NY 11976 (631)726-7600 06 05 04 02 03 01 LANDSCAPE ARCHITECT A500 A500 A500 A500 A500 A500 Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 TRUE PROJECT (212)796-5087 NORTH LEVEL 2 — FLOOR PLAN — MAIN HOUSE STRUCTURAL ENGINEER 0 2 „ _ Benson Woodworking Company,Inc. SCALE: 1/4 - 1 -0 6 Blackjack Crossing Walpole,NH 03608 (603)439-2016 M/P ENGINEER Ripcord Engineering Inc. 06 PO Box 4175 _....................: 05 04 02 03 01 Portland,ME 04101 A500 ...................._............................................................................................................._. ...._...... A500 A500 A500 0 35-4060 A500 (2 7)8 A500 LIGHTING DESIGNER -36'-9" Byrdwaters DESIGN,Ilc 3939 Black Gold Dr Dallas,TX 75247 ................_.. _. ( 1 ) 60-2673 4 4 I I 1 M2 .....................: 1 M3 M4 I j 4'_0"......................................................................................................._........._..........__......-...... 16'-0" 4'-0" 8'-0" 8'-0" 8'-01. 4'-0" 4'-0" 1 1 A400 J .___. _..__.._ _ ' GROUND-MTD UP �-` � - - �- -- 03 .....-...-...............-....................................................... 10 MECH. CHASE REF. MECH. ................................................................ . LIGHT,REF LIGHTING ......_..-..........................................................................._................................................................................................................................................................................... ....... ...................... .. ....................................... ......................._.........................................I ......................................................... ............... ..........................................................................................................._...... ............................... 100A ........................................................ ..... ... . ........................................ ............................. ................... ........... 1.0 ,- - 1-- — — — .... _ 12 17 . O O 39'-0" 37�_ �-� I j 1 II 107A 3 I I A700 _ o0 09 A701 11 A701 DN �36 -0". I i 1 2 A801 I I I �' f. � � I �JY',- -- __ / `t �t 9'-5" 31/2" 4'-0" 31/2 13'-41/4 I I I t 2 A501 06 MECH. CHASE, REF. MECH. --- - - - - -"--- 8 1/2" 10 18 I 1 I I _ 1 1 102 I I I I A501 I UZI _�_05 A7002 1 I ao WC a I IO I 2019.05.15 LIF PROJ.N0. 17086 PORCH I I 03 I I o °b WC CLOS. ��8) I N " , I� r p 1 D `� . CLOS. P100 �38 11 I I i I 1 O I 102 105 107C 107E I I I PROJ.ARCHITECT DE DRAWN BY: 1 I I i I 10 A a" GREAT ROOM i M 105A 03A 109A 109 I -- �: A501 j 04 11 101 i ------- i . 18 A702 19 1...___... 10 I I ------- I �; •= MASTER 1 I SET ISSUE DATES I 1 v STO ( I J DATE ISSUE j ------- i �� 21 A702 20 111 1 r _ I I / I D 1 I 2018.10.12 BID SET -------- -J ------- _..... __....._.__.__._.. __ __.._.._.___....._..__..____._. . _..... 02 I I 2019.01.11 BID REVISIONS _ I I 2019.03.08PERMIT SET- PRE TRUSTEES 08 ----- I BEDROOM _ BAA400 01 �� \� 110A _.....__ __.... ___..._. ___-------- ___._...____. I co D I Q 02 2019.05.15PERPAIT SET- TRUSTEES REV a 1 00 A400 1 . 103 _ 104 I CLOS. I 1 Ln co r 101E 1 I � 08 04 � " 16 --+ -J 110 •1, �- ____.._ 07_ ..._... ._....._ I I 37 -0 � 1 ___ P900 01 i i I I I 1� 0 07 2 13 A701 15 1 5 A701 1 .03 A701 0 c c c c c 1 3'_0�� I MASTER BATH 3T-0" 1 of 01 A700 .oI .oi of 1 I ( I I 1.0 m i m 39'-0" m i _ ... I 40'-2" I 06 01 107 DN 14 I I� I t c c c c I " o I I REVISIONS c 5 1/2 4 - 10 1/2" o I �a i �n a i a I 4'-0" 5 1/2" 13'-4" 3 1/2" 5'-8 1/4" �.______ 101ENO. DATE DESCRIPTION HIH Q_ _..___.._...__.._._.__._.._,-__ _.__._...._.._____..1006 ._..-..____............_._................. ...... _...........___..... ___.._._.. _._-___._._..____...._____ _......._-...__._ .............._._.�_.._................ ... _� _ _ ---__-___. _�_.- __ -_-__-..- __ _..__ ----_ -_...-_._--_ --- -- - 9'-9 3/4" 6'- 1 3/4" 10'-4 1/4" 06 03 A900F. 02 - _ 01 A9Q0 ................................. ..........._... ...._..................................__........................................................................................................................................... . ......... A900 " � � "f ( 4 _012 -0 8 -0 - --__.____.____ .8 _0 81-011 04 ................. ............................................_...................................................................................................................._.. ........................................................................................................................................................ --_____-- --__.___. .�-----__. _ ____._. _____-_---..._.._.._.__. . -___ A400- ....... ........ ..................................................... .. ..................... ................................................._........-........................ ................................ I PERMIT SET 4 0 4 0 16 0 14 1 13 6 ', " �, " GROUND-MTD UP W, M1 M2 LIGHT, REF LIGHTING M3 M4 M5 M6 M6.5 M7 o FLOOR PLANS — MAIN _, LL Y HOUSE 1 STAND 2ND 06 05 04 LL -a 02 03 °' FLOORS E Z A500 A500 A500 A500 A500 A500 c LL s o TRUE PROJECT CL CL LEVEL 1 — FLOOR PLAN — MAIN HOUSE NORTH 0 1 _ � SCALE: 1/4" - 1'-0" 6/11/2019 5:25:37 PM s ROOF PLAN NOTES LO t C) 1 REFER TO MECHANICAL, PLUMING AND ELECTRICAL FOR LOCATIONS OF PIPING, CURBS,VENTS, a N LO DUCTS, FANS,AND OTHER ITEMS ON THE ROOF SURFACE. 2 PAINT EXPOSED ROOF MOUNTED EQUIPMENT, PIPING, ETC. , EXCEPT THOSE ITEMS WHICH ARE 9 d; ALUMINUM OR STAINLESS STEEL COLORED AS SELECTED BY ARCHITECT. 3 ALL ROOF FLASHING TO BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. N W (� N O 4 REFER TO PLUMBING DRAWINGS FOR ROOF DRAIN SIZES. e W Q N U 5 OVERFLOW ROOF DRAW INLETS SHALL BE 2"ABOVE THE PRIMARY DRAWN INLETS. X O I' � W � ;-' i� U) N O W4- � 0u7a) co .Y W = Zce) M EOM � F- r.� � ZN CM Q N Q Z o Q N J � � x j%la CD All, S� 037B5"i`1 C1 OF NE�1 05-15-2019 NORTHFORK RESIDENCE 5250 VANSTON ROAD CUTCHOGUE, NY, 11935 ARCHITECT LakelFlato Architects,INC 331 Third Street San Antonio,TX,78205 (210)679-2327 CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 (631)726-7600 LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 (212)796-5087 STRUCTURAL ENGINEER Benson Woodworking Company,Inc. 6 Blackjack Crossing Walpole,NH 03608 (603)439-2016 M/P ENGINEER Ripcord Engineering Inc. PO Box 4175 Portland,ME 04101 (207)8354060 LIGHTING DESIGNER Byrdwaters DESIGN,Ilc 3939 Black Gold Dr Dallas,TX 75247 (214)460-2673 06 05 04 02 03 01 A500 A500 A500 A500 A500 A500 HALF-ROUND GUTTER STL CHIMNEY FLUE STL CHIMNEY FLUE OMA 2 2 2019.05.15 LIF PROJ.NO. 17086 A501 o ( A 2 PROJ.ARCHITECT DE DRAWN BY: Author s 00 o O • SET ISSUE DATES DATE ISSUE THERMALLY-BROKEN 2018.10.12 BID SET SKYLIGHT WITH 1 2019.01.11 BID REVISIONS NA501,7 INTERNAL SHADES A501 2019.03.08PERMIT SET— PRE TRUSTEES 2019.05.15 PERMIT SET— TRUSTEES REV 0L 12'-5 5/8" 2 0 ( REVISIONS 0 NO. DATE DESCRIPTION MOB ___J_ THERMALLY-BROKEN PLUMBING VENT PERMIT SET SKYLIGHT WITH INTERNAL SHADES M1 M2 M3 M4 M5 M6 M6.5 M7 ROOF PLANS - MAIN HOUSE AND BARN 06 05 04 02 03 01 A500 A500 A500 A500 A500 A500 ROOF PLAN A2 60 U 1 SCALE: 1/4" = 1'-0" 6/11/2019 5:26:02 PM GENERAL NOTES DOOR 1 ROUGH OPENINGS(FOR DOORS IN BWC WALL PANELS)ARE SHOWN IN"REMARKS"IN DOOR SCHEDULE Lo Ln 2 UNLESS OTHERWISE NOTED,ALL GLAZING TYPE IS LOW-E DOUBLE PANE. t 36'-7 1/8" a N In 7'-51/2" B 16'-0" 20'-7 1/8" CO 0) M 3 -9 3/4 6'- 10 1/2" 6'-6" 8'-3 1/2" 1. 9'-5 1/4" " CV) W � " ° © WQN v \ J � xo ° \ \ N N LL —� 0 Lo a) = ZM M � OM — FIN FLR d� ZN T_ 100A (h Q N 101A 1016 101E 101D 101E 101E 101H 111A 100D Z O EXTERIOR DOORS — MAIN HOUSE 101J 101K 101E Q N � a SCALE: 1/4" = 1'-0" ........ .... ...... . .. .. . > el t i 3 Y ,.._......... ................... 0 4 !: .. > ............ ........ .. i { < i. iz I [ >ry f 05-15-2019 .... 4 c, ... a 1.1 ... .......................". .. ....... ...A.i..:.:......_....i,: 1 { .. .. _ .. 5 e j X' S . n.. . I •1>.rp� ,__ ..'�I'.jit(�'..._ r"°._ L; a�: " it ad'�„'. ,1� srp.' �s�r• rC" �._ ..A NORTHFORK RESIDENCE {¢� a �x� ! Fi �....,.� . .. > ; ,.� < ,t .. �. �.tea+. �� P, � f��� e.......................................................................................................................... ........ ... ............................... ................. .. ... ........... ..... ......................................... .... ......................................... ............................ .... ......................................................................... . ............................. ............................................................................. ......... .. ................ ....... ....... ............................. ................................ ......... ......... .............. ............. 5250 VANSTON ROAD CUTCHOGUE, NY, 11935 1f, F �,.n: ARCHITECT O,f q y __.--- _____.__.___,.__._ ___.__._.,_...._.... _____._._�_ __.___.__-__._... LakeiFlato Architects,INC ....so .._......................._.........._.......A.. 331 Third'::,.. _ ....................._......__............_. .................... San Antonio,TX 8205 i ( (210)679-2327t 7 CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highyvay,P.O.Box 720 Water Mill,NY 11976 I (631)726-7600 , LANDSCAPE ARCHITECT , _.. _ i $> .___-------—_-... __.._... _.__�_, . ..._._._...____ >. Margie Ruddick Landscape 1 eperan Road Unit 6 591 t i 1£ 11A' a21r ` 121fia. 123 .' 1� . ":[["s;: .[?"' Tarrytown,NY 10 (212)796-5087 ` STRUCTURAL ENGINEER ....,. ,, ,�,. �.., ( z,• A4 m:.� Benson Woodworking Company,Inc. t Y ,.'.. '&>.<j'" :.<„l. X<,° '•-r �`°;.'.C'.ws` �`•. ',y .g S<`. ," . `'<♦L'-.-.ate b,w m "om, 6 Blackjack Crossing i-,n :•> <x.. il jy .q .. ... .. ... ..... ... .. ... ................ ....... Walpole,NH 0360 8 P MIP ENGINEER Ripcord Engineering Inc. 2'-6" PO Box 4175 Portland,ME 04101 DOOR SCHEDULE 3'-7 3/4" 2'-4 1/4" 1'- 1 1/2" 2'- 11 1/4" (207)835-4060 � --,�- " PANEL FRAME DETAIL / �` - LIGHTING DESIGNER SIZE HARDWARE j j' Byrdwaters DESIGN,Ilc BUILDING MARK WIDTH HEIGHT THICKNESS MATERIAL MATERIAL HEAD JAMB GROUP REMARKS MARK /, t % 3939 Black Gold Dr / Dallas,TX 7(214)4 0 2673 MAIN HOUSE 003A T-0" T-6" 1 3/4" WOOD SIDING 003A MAIN HOUSE 005A T-0" 7'-6" 1 3/4" WOOD SIDING 005A —> MAIN HOUSE 100A 16'-0" 9'-8" 1 3/4" WOOD SLAT 100A r MAIN HOUSE 100B 12'-0" 9'-8" 2" WOOD SLAT 100E r MAIN HOUSE 100C 12'-0" 9'-8" 2" WOOD SLAT 100C MAIN HOUSE 100D 6'-6" 9 -0 1/4 1 3/4,� WOOD SLAT 100D MAIN HOUSE 10OG T-0" T-6" 1 3/4" WOOD SIDING 10OG FIN FLR — r MAIN HOUSE 101 B 9'-5 1/4" 8'-6" WOOD/GLASS 101 B 107A 107E 107C 003A 004A MAIN HOUSE 101 D T-5 1/2" 8'- 10 1/2" WOOD/GLASS 101 D 102A 103A 100E 0 109A 110A O O MAIN HOUSE 101E T-5 1/211 8'-10 1/2" WOOD/GLASS 101E 105A 203A 204A 005A MAIN HOUSE 101F 7 -5 1/2 8'-10 1/2 WOOD/GLASS 101F MAIN HOUSE 101 H 7'-5 1/2" 8'- 11 1/16" WOOD/GLASS 101 H MAIN HOUSE 101J T-5 1/2" 8'-11 1/16" WOOD/GLASS 101J MAIN HOUSE 101K 7'-5 1/2" 8'-11 1/16" WOOD/GLASS 101K 3'-0" _ MAIN HOUSE 101 L T-7" 8'- 11 1/16" WOOD/GLASS 101 L 3'-0" MAIN HOUSE 102A 2'-6" 7'-11 3/4" 1 3/4" WOOD VENEER 102A 3'-0" �J, 2�1-6" 2'-6" MAIN HOUSE 103A T-0" 8'-0" 1 3/4" WOOD VENEER 103A I l - MAIN HOUSE 105A 2'-6" T- 11" 1 3/4" WOOD VENEER 105A \ MAIN HOUSE 107A T-7 3/4" T-11 1/8" 1 3/4" WOOD/GLASS INTERIOR SINGLE PANE 107A / MAIN HOUSE 107B 2'-4 1/4" T- 11" 1/2' GLASS INTERIOR SINGLE PANE 107B / \ ' / MAIN HOUSE 107C 2'-11 1/4" 7'-11 3/8" 1 3/4" WOOD VENEER 107C 2019.05.15 L�F PROJ.N0. 1708Fi o j MAIN HOUSE 109A 2'-6" T-11 3/4" 1 3/4" WOOD VENEER 109A 0o j PROJ.ARCHITECT DE DRAWN BY: Author MAIN HOUSE 110A 2'-6" T-11 3/4" 1 3/4" WOOD VENEER 110A MAIN HOUSE 201A T-0" 6'-10" 1 3/4" WOOD VENEER T-2 3/4"X 6'9 3/4"R.O. 201A .. / \ cn y \ MAIN HOUSE 202A 3'-0" 6'- 10" 1 3/4" WOOD VENEER 202A \ \ \ SET ISSUE DATES MAIN HOUSE 202B T-0" 6'- 10" 1 3/4" WOOD VENEER 202B \ /. \ DATE ISSUE MAIN HOUSE 203A 4'-6" 6'- 10" 1 3/4" WOOD VENEER 203A FIN FLR — — _ J I _ — — — 2018.10.12 BID SET MAIN HOUSE 205A 3'-0" 6'-10" 1 3/4" WOOD VENEER T-2 3/4"X 6'9 3/4"R.O. 1205A 201A 202A 113E 115D 120A 121C 122C 206A 206B 2019.01.11 BID REVISIONS > .. .._. _i .. ..<....., a,for'.............:................ _.........._....._:..'h.f.:�.0 ...._............ .._.. ........ ._._-.. .. _ ._... .._.._.._.. -. ... r� ). 31 � 2019.03.08PERMT SET PRE TRUSTEES a 4 ' �'.."�I�f>�°E: �:r-��:�_ I£p;� .,_E . �, �>_• ..: _ ......_........ :; � 202E 205A 05.15 PERMIT SET TRUSTEES REV .................... .......... .............................................................. O GAP,AGF P n:; 2'-4... ;T-0 1 - l;`C `.;.:' ., r _kJ.rt � 123C 2019. f`a r" •`"t®9 n(• .} = d'r,! `Pf ...................it _._...._....................`............... ..D f� .. (-,,A aA'v.^.._ 6 ... 3 F:" .. t ., f , { w7 tE•r• �x'6♦ c ¢,., { i .., y, ,...... ._.. .. .............._. .. .. ........ ... ..........._................... _. ...... .. ... ........- ....... ..... ...... .. ......__...__...... ....._._.....__......_............_................................................._......... .. ._......................_......_.........-...................... 6 = .. ... .. _ ... .... _. ____... .. .. i b 1/� > A, ..r INTERIOR DOORS {° .. 1 ' , ''':,:; ry`°'': _1 ,0, °r: SCALE: 1/4" = 1'-0" _ . G^^•. .AG....iM"i""> f tit 3'^ �l, .z""i• �' `7iP s. .aYs.` t..,..}�:1 I it r ( REVISIONS `. !. .'fir:i.. L.%r Btl4•,•j4 w rARI'� .. +^i f'}n2"^+, .;F`-Pf+ P`i ¢h= w➢1 .. n '4 a8`°@ f"'a(s,a� W _., .. [ ti i C E I NO. DATE DESCRIPTION {:1•. G.A i 0 17' 11 iLs r {Y�„ ('a p I £K'^P. I iOUSar £' A: .,.. r„ �. `4 3 k SOSS HINGE (', ff' ( 6,.��'_A7 i i>'",L..AS32 1 1'•�n WOOD VENEER ,C ;�Fa,r.,�[�n_r>.-, .'I., r•r [r> ICY" I 0D! .•, .. ... .. .. -- ,1nAWOOD .. ._ „ <.., -,;�;,;"x€..�..\•.�?.= I,;,'..�.a _ 4 � SIDING 4 ,04<wOD SIDs°'7, 121A —I_ , "3 'r.,,• ,,>7,1`<3" r: .-.t (�' %f'> �' j, n�< ..,•fir,_„„ Vr-a.<t-r°=-, A r �!: . I iJ`a.= i •5'`Y �5>�O_: �=1E>::�,�'`'+ >'.' M M < 2 - w , a P..�.... ................ _..................._.... ........... ri,...... ... f�. ....... .............._........... .. _.. 2 6 r., N wµ ......._... ........ PERMIT SET n. d i�`.. ,i � �-{'slr� &<�r, -.,-faf � �,J.x sf - _. _. -... i�k+�`A�� (:3€Ri°...�. ... .......... ... ..... .. ...._.._.. .............._.......... ............ ......._......._.............._.. ................_....... .. .................................. .................._..... .... ._` ...�.... ........... \ f I Z � � {. .= 1r.1• I.�'lt�;_:..' 12�„ '� 'l�i` :�.;...�...�t. -_s...r..J�. w[ i 6 6 6 6 6 ch c+o N N DOOR SCHEDULE 32 o 3/4" 3/4" a o LL Z d N E u_ INT. SWING DOOR JAMB INT. POCKET DOOR JAMB 02O SCALE: 3" = 1'-0" O1 SCALE: 3" = 1'-0" a � m a m 'eg lLL U 6/11/2019 5:26:04 PM GENERAL NOTES WINDOW TYPES 2'-0" Ga�a�o-•oo���v® oar, 1 ALL WINDOWS ARE SHOWN AS VIEWED FROM THE EXTERIOR. 4'-6" 2 DIMENSIONS SHOWN IN LEGEND ARE TO OUTSIDE OF FRAME, ROUGH OPENINGS IF DENOTED WITH"R.O.", CENTERLINE OF HINGED MULLION, OR TO FINISHED FLOOR. DIMENSIONS TO ALIGN WITH TOP OF CEILING In OUTSIDE OF FRAME ARE LISTED IN WINDOW SCHEDULE TABLE. 12'-5 5/8" LO i O LO 3 ALL LITES LABELED WITH A 7'ON WINDOW TYPE ELEVATIONS SHALL BE TEMPERED TO MEET SAFETY REQUIREMENTS. - N T a N 4 CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL WINDOWS TO BE REVIEWED BY ARCHITECT PRIOR TO FABRICATION. LO O 0)N $ 5 VERIFY ALL DIMENSIONS IN FIELD. 6 UNLESS OTHERWISE NOTED,ALL GLAZING TYPE IS LOW-E DOUBLE PANE. iv 4'-0" -9 E W (nN O cc © WQN v Ln 19'-411/16" � XO O 4'-10 3/8" 4'-10" 4'-10" 4'- 10 3/8" _ O / \ (A � N cts <.......... -LL 4- / T T T O Ln O M 4.4 LOFT LEVEL O CO - 46' - 0" 2.0 2•0 2.01 2.0 � �Z N ce) 3 r INTERIOR GLASS O WINDOW AND DOOR Z QN 5'-6 1/2"R.O. L 6'-4 3/8"R.O. d 4'-101/2" 5'-83/8" M c - _-._.__.. CM 1 c Ln M 9'-8" 5'-10" 3 8 1/4" ;o= Cr) E 00 4'-01/2" / � ' t~� � f 7 CF) A 00 21 MAIN LEVEL T T T T BE DOR.00M LEVEL N _.. _____._..0 MASTTER LEVEL T T OF NG'y 39' - 0" - - - - r 11 - - � 1 _ rl- 1.0 1 12-12-2013 MAIN HOUSE WINDOWS NORTHFORK RESIDENCE ft -�.. . ...................................... ............. ."........................ ...................................... ......... 5250 VANSTON ROAD ......................... ............. ........ „ .. /Ate R,0 . s:' rr t-,�^ ,,I ...........:.,�_.... ............. _..................................,:_..........,: r ..................... .. y . a - :.�' d ® ! ! 11935 ..................'. „• 1'x ^ �...... .................... ) -r, _,- ARCHITECT , �• ' ii LakelFlato Architects,INC i 331 Third Street t^ San Antonio,TX,78205 f� : ..... .. 6 - � - , .^.� Gtlp : CIVIL ENGINEER .. f E,•, '`fir..-.' . 7,• . � �- t The Raynor Group,P.E.&L.S.PLLC a � 860 Montauk Hilgh ay,P.O.Box720 b 976 .. 'r c •,, 1 `t A:' M Water Mill,NY 1 _ .p, T r•� f iP Mai L\�a��.E,•^i e 3. '3 k3s R� _.A e ( q -3� y f• , LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 P [Q p} q p (212)796-5087 E. .�' ! 'm....b,o k,,. $9�. 8[�4 ° F } g }f ,w __-------_,_,_ ------- __....__._.__.._.___..___ STRUCTURAL ENGINEER Benson Woodworking Company,Inc. 6 Blackjack Crossing Walpole,NH 03608 (603)439-2016 ROOM FINISH SCHEDULE P ENGINEER WALL MATERIAL CEILING M/ ROOM FLOOR BASE Ripcord Engineering Inc. BUILDING NO. ROOM NAME MATERIAL MATERIAL NORTH EAST SOUTH WEST FINISH I HEIGHT REMARKS ROOM NO. PO Box4175 WINDOW SCHEDULE Portland, 04101 (207)8354060 DETAIL MAIN HOUSE 001 HALL F2 W1 W1 W1 W1 Cl 7' 6" 001 MAIN HOUSE 002 MEDIA ROOM F1 W1 MILLWORK - W2 OPEN MILLWORK- W2 Cl8' 6" 002 LIGHTING DESIGNER BUILDING MARK UNIT WIDTH UNIT HEIGHT HEAD JAMB SILL FRAME MATERIAL GLAZING TYPE REMARKS MARK Byrdwaters DESIGN,Ilc MAIN HOUSE 003 LAUNDRY F2 W2 MILLWORK - W2 W1 W1 Cl 8' 6" 003 3939 Black Gold Dr Dallas,TX W1.01 4' - 0 1/2" 2' - 11" WOOD W1.01 MAIN HOUSE 004 DARK ROOM F2 W1 W1 W1 W1 Cl 8' 6" 004 (214)4 0-67347 W1.02 19' - 4 23/32" 18' - 7 1/2" WOOD W1.02 MAIN HOUSE 005 MECH F2 W5 W5 W5 W5 Cl 8' 6" 005 W1.03 9' - 8" 4' - 8" WOOD W1.03 MAIN HOUSE 101 GREAT ROOM F1 WINDOW, W1 W1, W6 WINDOW, W1 WINDOW, W6 Cl VARIED 101 W1.04 5' - 1011 4' - 8" WOOD W1.04 MAIN HOUSE 102 WC F2 W2 W2 W2 W2 Cl 7' 11 1/4" 102 W1.05 3' - 8 1/4" 4' - 8" WOOD W1.05 MAIN HOUSE 103 BEDROOM F2 W2 W1 W2 W1 Cl 7' 11 3/8" 103 W1.06 6' - 6" 4' - 8" WOOD W1.06 MAIN HOUSE 104 BA F2 W3 W1, W3 WINDOW W1, W3 Cl 7' 11 3/8" 104 W1.07 4' - 2 1/2" 10' - 4" WOOD INTERIOR SINGLE PANE W1.07 MAIN HOUSE 105 CLOS. F2 W2 W2 W2 W2 Cl 7' 11 3/8" 105 W1.08 1' - 8" 1' - 8" WOOD INTERIOR SINGLE PANE W1.08 MAIN HOUSE 107 MASTER BATH F2, F3 WINDOW, W1 W2 WINDOW, W1 W4 Cl 7' 11 3/8" 107 W1.08 4' - 10 1/2" 8' - 10 3/8" WOOD W1.08 MAIN HOUSE 108 WC F2 W2 W2 W2 W2 Cl 7' 11 1/4" 108 W1.09 5' - 8 11/32" 8' - 10 3/8" WOOD W1.09 MAIN HOUSE 109 CLOS. F2 W2 W2 W2 W2 Cl 7' 11 1/4" 109 W1.10 11' - 0 9/16" 7' -4 1/8" WOOD W1.10 MAIN HOUSE 110 CLOS. F2 W2 W2 W2 W2 Cl 7' 11 1/4" 110 W1.12 4' - 8" 4' - 0 1/32" WOOD W1.12 MAIN HOUSE 111 MASTER F2 W1 WINDOW, W1 WINDOW, W1 W2 Cl 7' 11 1/4" 111 W1.13 5' - 0 17/32" 7' - 0" WOOD W1.13 MAIN HOUSE 201 LOFT F1 OPEN W1 WINDOW, W1 W2, W6 Cl VARIED 201 W1.14 18' - 10" 7' - 0" WOOD W1.14 MAIN HOUSE 202 HALL F1 W1 W1 W1 W1 Cl VARIED 202 W1.15 2' - 0" 3' - 8" WOOD W1.15 MAIN HOUSE 203 LOFT BA. F1, F4 W1, W3 W3 W1, W3 W1 Cl VARIED 203 W1.16 2' - 3" 2' - 6" WOOD W1.16 MAIN HOUSE 205 LOFT BEDROOM F1 W1 WINDOW, W1 W1, W2 W1 Cl VARIED 205 1 2019.05.15 LIF PROD.NO. 17086 W1.17 2' - 3" 2' - 5 15/16" WOOD W1.17 MAIN HOUSE 205 CLOS. F1 W1 W1 W1 W1 Cl VARIED 205 PROJ.ARCHITECT DE DRAWN BY: Author (`�' V:` .� ' 4l i °" A 3 W1.18 2' - 3" 2' - 51516" WOOD W1.18 .$ g , -�,t; '. ,Q 113 a.; c�"'kf.g C.�{.°"$A(_4 -r'' q., f`. Lg /�-_ .. ... _ .. A... AAr L S I. W2.01 4' - 6" 2' - 8" WOOD INTERIOR SINGLE PANE W2.01 '`A. �' 1 n 1 n ,'tl ..�_ " ., e , .. ��.._ ,", ISSUE DATE SET I S W2.02 4 - 0 7 - 0 1/2 WOOD W2.02 0- SET 2' - 7 1/4" 3' - 0" .: 'a�: :, _ ';z�;: ' , a f"=_,,.. ` ° .. 1� t� WOOD `•' ` ®. .................. ° W2.03 � 2018.10.12 BID SET 1 n 1 n R�. l .�^°;: � '', -`? �. €'N r P r . .s•-,z, }A./ I "x r.r;•v 2 o f r .. ................._.................... ... .................. ., ....;... .. ... ... ........................_......_....................... ......... ....................................._..._... W2.04 3 - 1 1/2 4 - 0 WOOD . , . , ,, .� .,_ _I, m ., ; }° W2.04 s r ru a �. ; : ` �,. rv' •y , I 2019.01.11 BID REVISIONS _............_........_............. _. .. ......._.._.............. . ... t ................§; aa � t .t.......j..p.t... ....... ........ �1................... ..._. f m �C MIT ET- RE TRUSTEES � 2019.03.08PER S P :..........................................__.. ....................... : p `s . 2019 05 1 PIIRA~ . tta'x ?r tl 2 C, ;a ( _. _....... _ ............ ... ......_...... - TRUSTEES REV 207 S2. 1 12 - 7 1 " _.......................... _.__ ......_..........._... _ ... ._.... . ..... . .............. _............ ......._.... ................ 0 8 5/8 6 /$ METAL S2.01 � � ........ .. }. r'�o-'.r ham,• " _ � . ,,.y.- r s••;r�.. r g ...'_ 1 11 1 11 e a>..,,4 <.''S.E r�:,w„,•n. ' 3 4. `3 t.>,_ e i®�a.l S'` �a S2.02 2 0 2 0 METAL S2.01 y e 7f x _ _ a•y'�r<-"�It �:3- �`•3�.„P ,8f"°•r• .A.s a .aka �w� ���� � ��Y d•µ � i _ .�: ..`o,.e'•'.;..,,n_. L a.° I i '� i..` �,�t'. �� fl, �'e 6v..3 ;�' tJ a 5Pa S2.03 36 - 0 7/8 8' - 3 1/8 _...... ....... ....... _.. _ . _.......... ... METAL S2 03 _...._...._ . _ .... ........ .... ._....... r• t tom„° 1 }}e^s? .. %r`, p`-s "'} s .q r-<� P _�_ a .. ..�6.._. f Ir : H i 4 ° ». I.fY {, xt! rr4° 1•"c< 3 •Y;ss $ k- H0��a,. a ,,, w.,.i•.•II�`�.✓.. t.i S 4 APPLIANCE SCHEDULE {" , ". ''C c l =. t D R t R. s ,yP 1';`;' .` ",` i .r; `" :� REVISIONS Mark Room Name �a�E , ,L l0 ` s. w. ,` �, s., C". 1ttk' n 'i NO. DATE DESCRIPTION Comments Manufacturer Model _ ¢ g'.,^ ,:.¢r.�F f`,X,.'t..< I•`•I i„•s 4, ¢e. }YE 4 F iT1gp�3 a,'tK �;r,a �^ .t Y F' fmT,� "•a 1"s: ei +9°•}. 4- r-°•u!•y E R A`.,«.. 1.4• .-' � 4 s°.e.' J �;`• ; ^f '.a 7 •�t i : i U o, EQ-1 MAIN HOUSE - LAUNDRY 4.5 CU.FT. ULTRA LARGE FRONT LOAD WASHER LG WM3670H_A '' ` °` EQ-2 MAIN HOUSE - LAUNDRY ULTRA LARGE CAPACITY STEAM DRYER W/ NFC TAG ON LG DLEX3370_ EQ-4 MAIN HOUSE - GREAT ROOM 36" INTEGRATED COLUMN REFRIGERATOR - PANEL READY IC-30R EQ-6 MAIN HOUSE - GREAT ROOM 24" UNDERCOUNTER WINE STORAGE Sub-Zero UW-24/S EQ-10 MAIN HOUSE - MEDIA ROOM 30" BUILT-IN COLUMN WINE STORAGE Sub-Zero BW-30/S EQ-10 MAIN HOUSE - MEDIA ROOM 30" BUILT-IN COLUMN WINE STORAGE Sub-Zero BW-30/S PERMIT SET EQ-11 CARRIAGE - GREAT ROOM TBD TBD TBD EQ-12 CARRIAGE - GREAT ROOM WASHER AND TWI-18OWP T1 DRYER W/ STEAM. STACKED Miele WWH860WCS W1 z EQ-14 CARRIAGE - GREAT ROOM FULLY INTEGRATED DISHWASHER Miele G 4998 Vi ROOM MATERIAL LEGEND : W FLOOR BASE WALL CEILING ROOM FINISH AND MARK FLOOR FINISH MARK BASE FINISH MARK WALL FINISH MARK CEILING FINISH LL Y WINDOW SCHEDULES M F1 OAK FLOORING B1 BLACK STEEL BASE W1 WHITE WASHED PINE Cl WHITE WASHED PINE E F2 CONCRETE POLISHED B2 W2 EBONIZED WOOD C2 PLYWOOD s g F3 TEAK FLOORING B3 W3 TILE F4 TILE W4 SOAPSTONE F5 RUBBER FLOOR W5 PLYWOOD ' W6 PLASTER E � LL U 6/12/2019 11:06:03 AM /��':*', �' / I I / _� I/" , . " I � /, I �� 1. I I 1 t Y : Z i 2 r S¢ I t r I I 0 R t r a N LO , < . .... . ................I..... ......... .................... ....F... � . - " I" ..'........� ........... . . - . - ..- . 1. 1. � I .. -I ..-1-1 I I I � "I I -1 "_ � F E _.. z ! E " W (1) N O . f © WQN v x .. � . C �' X0 . -. . . .,,, t . i � W T O z i (AI... N (u LL _ . � OLn a) . _ — M 1 . = ZM cts I � : W . , ' ZN ., o e. ...... is . 3 . MQN €. ( O ' ' I Q Z i F i € ; i I w 2 I 11 ; QN1 I r $ ' j , l' I.i : J f i€E , ' t : .. ......... ...... I ; I . i j f I 3 I t .i ,� £w $ . f I I I I O�` 1 EIE i f I ! I *- -,,�a C. F 7/j, . i is " , �:•e . . ... .....I. ..1....I.._...._.... ...... ._...............I..... . .. ..,.1 ..... ........,-._,..I.........- .. I- .. - _. ... .. .,.,.. „-,.-,. . .-, . I. f.. ........_° ......-. ... ... ....... .... ....- ....... ................. I -� I : 1 s, I [ 1 i '.qT �37851- . ( I ray rf;�tiv 1. r i ` ` ' E I 05 15 2019 i....................... 1 P ' I ........ ....I t I { I t I f @ : r I NORTHFORK i y< I i I . _.. j , , qq,, . ; t �0. * II I : : .; t �t; . I. RESIDENCE I . I f , 1 ; � � i : i v : ,mw<wm.r 1 � : ! � : �._X 1 : I : — . i � i : t � . :: ; € {I : � 5 f ' I : I ; . I IV: ; P � . � li : I I :' f!, DI-... .- _......................... ......... . '. .. ....... ;r ___, _' ._ , x.<,,..—, ' � ' * , . I If : I " -�..,_ , I " I � I —, I ,,,,. ,,,,.., .-, 1')D! .,..;, _.............. . � a ... I .. L. : . i 1 ! E 4 , I ! ! : . � i . I — i I : i 1 1 ; I : . . I : io -; ; . Ii� � T: I. . .i � ' ;€ . � 5250 VANSTON ROAD : i : ( i. . : is (1 :' 1 : : ; I Iz E ! i 3 € .� ......_ . . . i I , ;': �;: CUTCHOGUE, NY, 11935 _. ; =,: I i ; rlp i "= I ARCHITECT I I I ! ;! i i . I i . . LakelFlato Architects,INC i S € 4�" T" 331 Third Street _` San Antonio,TX,78205 11 I 6 (210)679-2327 CIVIL ENGINEER , , ou P E &L S PLL E ! i Box: ag : , 0 0 720 The Raynor Gr p, r _ „ .,_.__... ..,,.. x . _.. C !'l :_,,_.-.. . . . _......_,.,........ ... _....................... ............I.. _, .,... _.-....... _. 1:,............ _._.';. .,_. _.._ _.__ _ • i _.__ „-- �_, - > 860 Montauk H ... _..,......, r Mill NY ( F, 1 3 2 7600 > - Wate 11 ( ) z i ( ......._...............'# i f � 617 qq k , 3 " ' f s :...:........ . w. ,,.,,,,,,.I.,. i !J .. . .... .......I............................. ..... ..................._._........ ....... .............................. .......: .. .., . _......._.. .. .. _ ....__.......... 1 _x.. ECT . ..... ... .... .. f . , LANDSCAPE ARCH Margie Ruddick Landscape t :: � [1Ii'FI l Tarrytown,NRY 10591 it 6 E ' TA", (212)796-5087 ` I I a F . , t I i* I , 1' ;: i t Tyr t. _...____ _..... - , �._., .._,. T :; -'- :.- ,. ', . .w STRUCTURAL NGINE R "'I'%_�_ G '0C ° &G E E P, f .B i i t. .. .. , I sf ni rw . 1V/,€, s c' g Company,Inc. i 1 n ':_' d, Benson Woodworkin , v ¢ "" -" 1 Blackjack Crossing Ito)i ' i "' i . . Walpole,NH 03608 .",.....,.,... .,,..1. ,<.,. ,..,,m.a....... p t '..... I.._...-.,......_'.......' ) °,t^• , % c l e`-r'< I ........-.... r., 0 � tr K .. ft«�,, .. ..... __ (603)4392016 g: 3 1 I . ,`,, , ................i .....y y„w.,,e...,awwwan.w.,,xvn_ ......................... ., < n. ., .. .w.Yw,,....., .,.,,,^'ce ..n:.x... .., ,� MIP ENGINEER w�.<x 1 . x . a 1 -r; r _.._•_.._..,.,.._..,._......_.-._.. Ripcord Engineering Inc. - _.._... ._.___- O Box 4175 P Portland,ME 04101 s (207)835-4060 I I . � I LIGHTING DESIGNER I i B dwaters DESIGN,Ilc . 1 3939 Black Gold Dr i C'' J2 r—, <e �. _- , ' - Dallas,TX 75247 \}i""''a® I1,1111 ,`- 0f s p, r;' �1 (214)460-2673 ,`\ t �:--•t% 's.'„ a a,. q-l" m t per«s �.•':,� :. a,,<- pe.»mv,.,� '-. r-°y � gg P y, �'"'x«, 8� .. 6 [ /,,. „<sxmm waw.,, !:' a j€ v, ¢p}' 1, II y,E f b>. f p € f y, p. A'. 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U_ 0 O 1 SCALE: 1/4" = 1'-0" U_ U I — ____ _______ _ ____ — __ ___ _ ___ — — _____ — __ — — = 6/11/2019 5:26:12 PM CEILING FINISH LEGEND °ai- REFLECTED CEILING PLAN NOTES 1 DIMENSIONS ON REFLECTED CEILING PLANS ARE TO FACE OF FINISH, UNLESS NOTED OTHERWISE. WOOD T&G LO Lo O 2 LIGHT FIXTURES ARE INDICATED FOR LOCATION ONLY, SEE ELECTRICAL FOR TYPES. a N LO 3 NOT ALL ACCESS DOORS ARE SHOWN, REFER TO MECHANICAL AND ELEC DRAWINGS FOR O O ADDITIONAL ACCESS DOOR REQUIREMENTS. 2'X2'ACOUSTIC CEILING TILE 4 THE CONTRACTOR SHALL COMPARE THIS REFLECTED CEILING PLAN WITH ELECTRICAL LIGHTING REF: ROOM SCHEDULE FOR CEILING ~ ti E PLANS, MECHANICAL SUPPLY, RETURN,AND EXHAUST PLANS. THE CONTRACTOR SHALL REPORT TYPES&LOCATIONS C( N W Co N O ANY OMISSIONS OR INCONSISTENCES TO THE ARCHITECT. o W Q N U 5 RELOCATE SUPPLY DRAIN AND VENT PIPES TO MAINTAIN SCHEDULED CEILING HEIGHTS. EIFS SOFFIT J x O COORDINATE RELOCATIONS WITH MEP ENGINEERS. 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U) a 1 0, J 22 aFA501 A501 is FLUE FORCHIMNEYFLUEL FOR CHI NE 05-152019 Sr c_oS W00 T&G`,a A501RESIDENCE I i NORTHFORK 0 A501 GREAT ROOM D M ILOFTBE ROO IO 7' WOOD T&GWOOD T&G WOO T&G D i OFT BA RIES 5250 VANSTON R A D CUTCHOGUE NY 119 3 5I I I i I E LL ARCHITECT LakeFato Architects,INC 331 Third StreetSan Antonio, X,78205 (210)679-237 CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 631)26-760 LANDSCAPE ARCHITECT 06 05 A500 03 01 Margie Ruddick Landscape A500 11 Neperan Road Unit 6 Tarrytown,NY 10591 (212)796-5087 STRUCTURAL ENGINEER Benson Woodworking Company,Inc. 6 Blackjack Crossing Walpole,NH 03608 (603)439-2016 LEVEL 2 R CTED CEILING PLAN, - MAIN HOUSE M/PENGINEER 02Ripcord Engineering Inc. SCALE: = - PO Box 4175 Portland,ME 04101 (207)835-4060 LIGHTING DESIGNER Byrdwaters DESIGN,Ilc Black3939 Dr 06 05 03 01 Dallas,,TX 527 A500 A500 A500 A500 A500 (214)460-2673 TO COURTY.APD TREE UPI IG T", LD BL PO N ABOVEOPEN ABOVE LIGHT/EXHAUST SLOT DF7 F7 L"7� 2 2C VE LIGHT REF A501 ILL] LIGHTING ;2'CLOS.NC �; 9 WOOD BURNING T&G STOVE FLUE 2019.05.15 LIF PROD.NO. 17086 C O WDT&G W TG 7 1 1 3/ 8 DE _ 1138 PROJ ARCHITECT DRAWN BY: Author ND 007 7 111/4 T I .z3 A501 S TISSUE DATES A501rT Ot;��5 � CCn .C T € DATE ISSUE-II ! 2018.10.12 BID SET 2019.01 11 BID REVISIONSMASTER WD 7&G 2019.03.08PERMIT SET- PRE TRUSTEESCLO 2019.05.15PERMIT SET TRUSTEES REV 19 BA 8 _113/8ROO 1 wD TWD 7&0 BED M OPEN ABOVE t f FROM MASTER LEVEL MASTER 7 - 11 /4n 13R23 WD?&G AE , WD T&G7'- 11 3/8OPEN ABOVE LIGHT/EXHAUST SLOT REF LIGHT REVISIONS NO. DATE DESCRIPTION MB 70 F;.RTY CIR 7^ 7H LIGHTS TO YEAR ROU''¢"?PATH LIGHTS PERMIT SET 03 0102 04 06 05 REFLECTED CEILING PLAN - MAIN HOUSE LL Z N N 1 ST AND 2N D FLOOR ECIL MI 7ML LQ Lj LL � LEVEL 1 - REFLECTED CEILING PLAN - MAIN HOUSE U 11: 01 SCALE: 1/4" = 1'-0" 6/11/2019 5:26:18 PM 06 05 04 02 03 01 l/ A500 A500 A500 A500 A500 A500 0 :E p � a N LO THERMALLY-BROKEN SKYLIGHT THERMALLY-BROKEN SKYLIGHT 00 O WOOD SLAT BARN DOOR WOOD SLAT BARN DOOR E C( N W (n N O o � XC; O LL (n W N (0 LL Z O Lo a) — M Y = ZM � � OM — � ti 1.01 � ZN W Cr) QN o p HALF-ROUND GUTTER Z O Q N ROOF0- Y 48' - 0" N WOOD WINDOW SYSTEM 48' - 0" LOFT LEVEL 11 OPEN � OPEN / / 101D 101E 101E 100B — .--� E-- _ E— E— E— 101 F 00 MAIN LEVEL J N J OF NE`1Ml 05 15 2019 ._.... ....�. ...... _ .,__ - __ MASTER LEVEL Lam- EXPOSED CONCRETE STEM NORTHFORK ^ MAIN HOUSE SOUTH O`�' SCALE: 1/4" = 1'-0" RESIDENCE 01 03 02 04 05 06 A500 A500 A500 A500 A500 A500 S'TL CHIMNEY FLUE GUTTER SEAM MTL ROOF 5250 VANSTON ROAD CUTCHOGUE, NY, 11935 ARCHITECT LakelFlato Architects,INC 331 Third Street San Antonio,TX,78205 (210)679-2327 STANDING SEAM MTL ROOF GUTTER OVER FRONT DOOR CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 WOOD SIDING Water Mill,NY 11976 (631)726-7600 W C� LANDSCAPE ARCHITECT O Margie Ruddick Landscape �� 11 Neperan Road Unit 6 1 4t5 - — — — — _ROOF _ _ _ — ROOF OF (212)796 5087 ytown,NY 0591 0 N -�} LOFT LEVEL \ STRUCTURAL ENGINEER 1 46' WOOD POST REF Benson Woodworking Company,Inc. 100A STRUCTRAL 6 Blackjack Crossing 101 H 101 J 101 K 101 L \ Walpole,NH 03608 OUTDOOR SHOWER (603)439-2016 / OPEN MIP ENGINEER CONCRETE STEM WALL / Ripcord Engineering Inc. PO Box 4175 1.0 / WOOD JOIST REF Portland,ME 04101 / \ / STRUCTRAL (207)835-4060 - - - - MAIN LEVEL 39' - 0° LIGHTING DESIGNER Byrdwaters DESIGN,Ilc 3939 Black Gold Dr MASTER LEVEL_ _ �J Dallas,TX 75247 36' - 0" (214)460-2673 WOOD SLAT BARN DOOR MECH LOUVER 3 MAIN HOUSE - NORTH O SCALE: 1/4" = 1'-0" 2019.05.15 LIF PROD.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: Author I SET ISSUE DATES WOOD FASCIA DATE ISSUE 2018.10.12 BID SET \ 2019.01.11 BID REVISIONS WOOD POSTS, REF. STRUCTURAL 2019.03.08PERMIT SET- PRE TRUSTEES WOOD SIDING OUTDOOR SHOWER 2019.05.15 PERMIT SET- TRUSTEES REV WOOD SIDING / LINEAR UPLIGHT, WOOD SLAT BARN DOOR REF. LIGHTING CUSTOM STOVE PIPE \ / \ I ROOF— _ _ _ WOOD SLATS OVER T&G _ _ _ _ _ ROOF Y 48' - 0" 48' - p., LOFT LEVEL REVISIONS 46' - 0" STUCCO FIREPLACE NO. DATE DESCRIPTION WOOD JOIST, REF. STRUCTURAL \ CONCRETE PIER, \ REF. STRUCTURAL 1.0 111A .................. . .......... .......................... _MAIN LEVEL / �� - _ _ _ MAIN LEVEL0" PERMIT SET i 'C N V : w EXTERIOR � 0 U_ ELEVATIONS _ O -6 Z. MAIN HOUSE - EAST MAIN HOUSE - WEST O2 SCALE: 1/4" = 1'-0" O1 SCALE: 1/4" = V-0" O U t m a N LL" U 6/11/2019 5:26:23 PM 2 1 A501 A501 2 1 A1M=H6_r1=r__r® OMO. A501 A501 s to to O T- 2 1 o N LO A501 A501 > O MA i i MB MA MB MA I MB o W (n N O Q N I I ® WQN U X O STL CHIMNEY FLUE I I 0 T_ -W (n ~ N N U_ 7 0 to a) M `1 PIASTER FIREPLACE = Z � M O M - STANDING SEAM MTL ROOF ON 15 1/8" BENSONWOOD ROOF Z N PANEL ON 1X6 WOOD T&G �- I I I MQN O PENDANT LIGHT REF: Z -- -- \ LIGHTING Q N -- - 05 fA d 1.0 06 1 1 A900 A900 r I I f.. I STUCCO FIREPLACE I I ROOF - CONCRETE HEARTH - 48 - 0 ' — — — ROOF 1 I 48 - 0 GREAT ROOM w S 0 ,'1 PORCH I '' I �C•..^w. I r�r I I .�, L.... r GREAT ROOM I I I I G M u., DECK 1X6 WOOD D I i WOOD JOIST I I t I CONCRETE HEARTH s G . i %T09% 07; Nc;DUCTWORK, REF. MECH. DWGS OF " MAIN LEVEL _ -- — — — — 1 Y 39 - 0 — I I 1 -- - - — — — — _ I 1 _ _ MAIN LEVEL 05-15-2019 - --- --- - - — 39 - 0 g NORTHFORKI ,3/4"WOOD FLOOR ON 1 1/8" .:. f I I WOOD SUBFLOOR ON , I I I BENSONWOOD FLOOR PANEL RESIDENCE MECH 005ABo / MEDIA ROOM EQ-10 EQ-10 I t \ 1 BASEMENT r 129' - 3" 5250 VANSTON ROAD ; CUTCHOGUE, NY, 11935 .............. ..................................... ARCHITECT LakelFlato Architects,INC 331 Third Street San Antonio,TX,78205 (210)679-2327 �j ECTION THROUGH PORCH SECTION THROUGH KITCHEN SECTION THROUGH LIVING O _ CIVIL ENGINEER SCALE: 1/4 - 1 -0 O`'�' SCALE: 1/4" = 1'-0" The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 (631)726-7600 LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 (212)796-5087 STRUCTURAL ENGINEER Benson Woodworking Company,Inc. 6 Blackjack Crossing Walpole,NH 03608 2 1 2 1 (603)439-2016 2 1 A501 A501 A501 A501 A501 A501 M/P ENGINEER Ripcord Engineering Inc. PO Box 4175 Portland,ME 04101 (207)835-4060 MA I MB MA I I MB MA I LIGHTING DESIGNER MB Byrd atBlack GoldIGGN,Ilc Dr T Dallas,TX 75247 T214 460-2673 I I I I I I STANDING SEAM MTL ROOF ON WALL SCONCE REF: 15 1/8"BENSONWOOD ROOF LIGHTING I PANEL ON 1X6 WOOD T&G I A901 I 15 LIGHT FIXTURE, I I I I I DUCTWORK WITHIN FLOOR REF LIGHTING WALL SCONCE REF: FRAMING, REF. MECH S LIGHTING DUCTWORK WITHIN FLOOR I j PENDANT LIGHT REF: FRAMING, REF. MECH I I LIGHTING 1 ; PENDANT LIGHT REF: i I I I THERMALLY-BROKEN I ( ' LIGHTING PENDANT LIGHT REF: I 08 SKYLIGHT LIGHTING A901 DUCTWORK REF. MECH LOOR I n THERMALLY-BROKEN SKYLIGHT I � I 01 u' ( / 1 1 I 201 A I I � ?-. I I I O I i I I . A901 WOOD i I 00 SIDING G G ON 2; i 1 1/4 i I�L OET I I i ; I i 8 � 09 —� BENSONWOOD WALL PANEL j A901 ON WOOD T G 2.0 LOFT BEDROOM ROOF 1 & l —� l 1 1 r � ROOF I I i I I '- I I — — —Y 48 0 - I i ROOF I 00 I � - 1.0 I ; ,� ; 2 019.05. L F I I 15 PRO .4 WOOD SIDING ON 12 1/4 I $ 0 j I I J NO. 17086 i I � 48 - 1 I i ! I I ; 0 i BEN i LOFT LEVEL BENSONWOOD WALL I _ - Sim —1 - - I I, I PR OJ.ARCHITECT DRAWN 46' - 0" I 1 - PANEL ON WOOD T&G I _ _ LOFT LEVEL I I � i 12 LOFT LEVEL DE WN BY: Author .. 8©0 000 I 1 fl 46' - 0" — 90 — — — r i 46' - 0" I I I / © SET ISSUE DATES OS I I / © / WOOD SIDING ON 12 1/4" DATE ISSUE WOOD STAIR / BENSONWOOD WALL PANEL 2018.10.12 BID SET ON WOOD T&G 2019.01.11 BID REVISIONS 1107A 'CLOS.. BEDROOM j ,' , CONCRETE LANDING —`� CONCRETE STEM WALL ON I 107A �- / 2019.03.08PERMIT SET- PRE TRUSTEES RADIANT CONCRETE 1 1 © MASTER 1 0 r SLAB ON INSULATION 2019.05.15 PERMIT SET- TRUSTEES REV L I f I WOOD FURRING ON 1 \1 MAIN LEVEL I I PLYWOOD SUBSTRATE ON 1 r 'r �y' - O" WOOD T&G- GARAGE \ WOOD STOVE 11 Sim 39' - 6" BEDROOM LEVEL I I A901 1 oil MASTER LEVEL 36' - O° REVISIONS NO. DATE DESCRIPTION E E . i • F , C PERMIT SET N � s N f J r z w m VI BUILDING SECTIONS - E _ SECTION THROUGH LOFT SECTION THROUGH STAIRS SECTION THROUGH MASTER Y 02 BEDROOM MAIN HOUSE O SCALE: 1/4" = V-0" - LL a SCALE: 1/4 - 1 -0 O SCALE: 1/4" = V-0" N in E ? c LL SL S . O U t a L Ll. � U. A5 U UJ 6/11/2019 5:26:51 PM Almr-HoT-[ECv® oac. 6ARM 4 BU ,,^^! f LO Y t O a N LO F '0 00 0) SL � � N4 E Q a W 0 N © WQN V J OfXO 0 �— WT ""' M5 M4 M2 M1 iL (nF_ N M U_ 4- 01 03 02 04 05 06 A500 _ A500 A500 A500 PENDANT LIGHT REF: A500 A500 1111111111111111111111111111 of 0 N T 6M 5 M6 I M3 LIGHTING I M 2 ZM M STANDING SEAM MTL ROOF ON 15W I. 0 CM - 1/8" BENSONWOOD ROOF PANEL ON I I I I 1X6 WOOD T&G � Z N I I I I T MQN . Z O . 4 Q N I I � � . PLASTER �/. � : � : � . i . . . oll �� I I I I I' FIREPLACE I. I. . ---- . I I I I I F . . I I f I 1 10 A900 1 1ti`c % {'f I I I I , I d': I . f I //_ C.I Z_/ i , I I I I I I ! ,C ! I I MILLW RK T ILIN I O IS LRA G I e! i '1i I I I 1 �� I I I n I I i I 1 w I ! i I I Cn I I I I I i 1 I I � 1 I I � I I I I10 I I( i ! !! I I i I I I 1 1 I I 1 I I I I I 1 I ! I !I I i I I i i I I i I 1 i 1 I I I I i i i I I I •� I I ! ! I (I I I i . 1 I i i i I i I I i i I i I i i I i I i i i I I !I I I I i i I ( I I 1 I I I I I f I I I I I I I 1 ! !1 1 ROOF 1 i I 00 I I n �+ I 48 - 0 .�, 11 1 I I 37 z 0 iIF 5 - - i I i i i i 8 d i I I , I I N I G I! i ! 1 : Y A901 i ; : I i �` 1 I 1- LOFT LEVEL ! I ! I i I i i I I STUCCO I - - : I I \ I i 1 i 1 I I I i 46 0 1I I ! I I I � E E i i I FIR PLAC ! ! I I i !kf I ! I—1 ill I f 1 II 05 15 2019 ft I I ` I I1. GREAT ROOM DUCTWORK 101 F 101E KITCHEN PASS \ I i . O O I I I I WI THIN. : � J I I ; I / THROUGH I I I I. 1 ; 11 ' . I . —� E-- l I4 F-- WOOD MILLWORK ! I FIREPLACE PORCH GAS STOVE / l O K ,. , i 1 I j I WOOD ; I / CHASE, REF. i t ! i / / . .. I MECH.'ll 11 "I 11 i I .. i : : : i V ENEER 1 I I WOOD � ; .. I ,. �. , : I NORTHFORK MASTER BATH : .1 . . I 11 / � 1, . I \ ; � : : 1 tI i I i1 11 :3 i11 ! I VENEER 103A 102A 1 1 t 1. I 0 MAST R i E i 1.0 I . . t: I : : I \ . I / ( i . ; : I . I RESIDENCE . ; : i �; . IH ! I t I MAIN LEVEL I I I \ -- - --- -- ----- — — — I — I — 39' - p�� BEDROOM LEVEL I 1 � t I I t : : \ „ i 7 I 0 _ — t f , 1 I ------ I i I I 1 i /' .�----- 1 r - ' 1;11. 1. '.j - Ak MASTER LEVEL iI'll ,/may\/ 6 \ 41 3 0 i ( > ,,,, wr t .\V I ! ;. . / I i II I -- -- / \ / / 1 5250 VANSTON ROAD I I II %' I ( I I +VI D I O M I I E R 0 MECH I I , a . CUTCHO E NY GU 11935 / 4" I > > I i i i I / / iLJ / I . ARCHITECT I q � j / I I r I / r j 'I ,: .i. ,j' . ):.: Lake Flato Architects INC I I I I I I i k4 ' — _ 331 Third Street BASEMEN 29' 3" San Antonio,TX,78205 (210)679-2327 CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC . 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 (631)726-7600 LANDSCAPE ARCHITECT LONGITUDINAL SECTION SOUTH THROUGH HALL Margie Ruddick Landscape 2 — 11 Neperan Road Unit 6 SCALE: 1/4" = V-0" Tarrytown, 08 10591 (212)796-5087 STRUCTURAL ENGINEER Benson Woodworking Company,Inc. 6 Blackjack Crossing Walpole,NH 03608 (603)439-2016 MIP ENGINEER Ripcord Engineering Inc. PO Box 4175 Portland,ME 04101 (207)835-4060 LIGHTING DESIGNER Byrdwaters DESIGN,Ilc 3939 Black Gold Dr Dallas,TX 75247 (214)460-2673 M5 M4 M2 M1 01 03 02 04 05 06 A500 _ A500 I A500 A500 A500 I A500 I M7 M6 5 M6 M3 STANDING SEAM MTL ROOF ON 15 1/8" BENSONWOOD ROOF PANEL ON 1X6 WOOD T&G I I I I I I I 1 — . I I I I I I 1 i I I i 1 i I , I , I I I t a i � ! i i I ; I I I I i I I I � i I 1 1 i i I I I I I 1 � i i I 1 I i i I ( I i I I I I I I I I I i I 1 I I I i i i I I :I I f I I � i WALL ASSEMBLY I �i 1 1� : I i I I I I I I I I 1 I I I ! I I i i I I i i I I I i I ! I i I I I I 1 i I 1 1 i 1 I i I I i I I I I 1 I I I i I I l I i I I i I i I I I 1 2.0 i I 1 1 i i LFP I I I 2 ROJ.NO.I 019.05.15 I I 1708 I � I 6 I i 1 1 I I 1 I i 1 11 I I i I i I I I I : I I I i ! i I i I I 1 I I � I I II I I I i 1 I 1 i I� I 1 i I ! I I I I I I I I I i i I I i i I I i i I I I i ! I I I `LOF B DR M I 00 T E I i 12 I I I I f I I I I 1 I PR .AR H I i OJ ARCHITECT I DRAWN BY: I I :WOOD SIDIN G i I DE Author 1 I I VENT HOOD 1 i I I I i , I I I I I� I I A901 I 1 I I i I I i I ! : I I i i i 1 1 I i I I I i I i 1 i 1 I I , I I I i � I i I I I i IIIIIIIIIIIIIIIIIIIIIIIIIIIII I I � I i I 1 I I I I 1 1 I I I I I I I I i I I i i i I i I! I I 1 i 1 � I � ;I I I i I I I I ( I i I I I I ! I I I I I i I I I I I : I I i I ! it I I 1 i i i i I 1 I I i i I I I ! 1 n n i I I ! i i I i I i i I 1 I I i I i I i 4 i i I`3/ WO D FLOOR N 1 I I 0 O /2 I I I i I I I i ! 1 TI i SE TISSUE AT I i D ES I I i( I I I I 'n I ! I i I A ( I 2 03 1 LOFT 1. 1 0 I ! I I DIAN i I 1�RA T PLYWOOD ON '1 1 1 i /8 I I I i i I � I i �I i i I I 11 I I I DAT E E IS SUE SSUE I i i ! I I i 1 I I I i I I I I I I I LIG T FIXT � E i I I I UR R F �IGHTING I I i E L I 'W b I 1 1 I I 00 SUBFLOOR 0 B N C W ( L i I ! i i I i I I I i !I 1 I i I I I I I I 1 .1 1 I 20 8 0. 2 B SET I o9 D I i i I 1 ! i I I ! i 't .FLOOR PANE N W D Ist . i L O O &G i o T I I i I I I i i ! I I 1 I i I i I I I ! ! i 1 A 900 1 20 9.01.11 I I BID REVISIONS ON i i S I ! I I I � I i I I EILI I !C NG � I i 1 I I ! i i I 1 I � i t i I I I I I � I : ! 1 I i 1 I i i 1 1 I i 1 I 1 1 P — 20 9.03.08 RMIT T P I I i E SE R TRUSTEES I E US EES ROOF ECH EQUIPMENT, REF. ME H. I M EQ C of I 48 _ p 2019.05.15 PERPJIT SET— TRUSTEES REV 1 - ,-, CV _ i LOFT _ _ I % 1 j y - I \ I I ��� I \ -.• O _ ______ �f p ! \ OPEN TO OPEN TO I 11 i , I i 1 BEYOND BEYOND RE AT ROOM i \ _ ( ( I' I WOOD DECK II i . 101E 101E 101D I O � O i I KITCHfEN ISLAND , I I I I WOOD JOIST REF \ ! PORCH /•, / \ I I I I I / STRUCTURAL REVISIONS I I : 1.0 1. 1.0 I . CLO q I i . I NO. DATE/ / \ I : N TE DESCRIPTION BEDROOM i CO CRETE PIERS .. I i I : I MASTER BATH : f I I i I 1.0 I '1' I I i i I REF STRUCTURAL I I 1 I i I : 8 i 11 1 i i I LI 1 i i i I I // �m I MAIN LEVE L I I II II I MASTER ; � i — I LI — � i, BEDROOM LEVEL 1 1 ; 39 - 0 „ � 7 0 i I 1 �� _ i I I l I i I I ( I : l l i i I : i ` _ I i , I `, 1—' f fI i I / n n' MASTER LEVEL I 3/4 WOOD FLOOR ON 1/2 I I I I i - I ,� I' SOFFIT , . , RAD IA -�j \ RADIANT PLYWOOD PANEL ON ( i ( I . 1 1/8 WOOD SUBFLOOR ON BWC i \ I FLOOR PANE i 1 I 10 L ON 1X6 WOOD T&G i co A903 I 'CEILING III I PERMIT SET ; LAUNDRY; ,. I I 11 I ( ( IMEDIA'ROOM; I 003A / MECH m I ; i i . I ; ! O I I ' - � - I I . I / , 1 I ! I I I '/ w I I / l i i I , . U i 1 m . i I / w1 . U C - I I BU ILDING E I I I G SECTIONS 0 o I / BASEMENT o - LL Y I 9 3 ca o 1 i ; N MAIN HOUSE :2 LL O N tl C LL 4 s 1 . �CL d O 6 .c LL 0. LONGITUDINAL SECTION — SOUTH THROUGH BEDROOMS5 U, I `` � SCALE: 1/4" = 1'-O" U _J 6/11/2019 5:27:00 PM ll LO LO L O �— PENDANT LIGHT REF: a N to LIGHTING 2 O O ~ WAN 0 ® WQN 0 PLASTER X 0 WOOD POST REF STRUCTRAL II N LIL 4— ALIGN WINDOW TRIM WITH PENDANT LIGHT REF: - WALL AND CEILING ING SEAM O � N � _ = ZMM I ill i M� o I I i I I i ! II I I I f I - I I I i i i I I I I i I . I I I I-- I tit I I i I I I � I I z I I N W I I S DIN G QN � I I I I j I - Z I j I ! i i i I / ! Q N I / I i I U) L HA D I STL N RA L Mill i i i � i 101E 101K 1 1J O OPEN TO O 101H HALL BEYOND i WOOD VENEER ! : i I I I I I i Wool)FIREPLACE j I I \ STO \ ! CONCRETE HEARTH \ I I BOARDFORMED CONCRETE i j I ts+. STL ANGLE BASE . ........... .. OF N�ey GREAT ROOM - E 05-15-2019 0 9 SCALE: 3/8" = 1'-0" awCo wYry 10 GRIIIIiIi EIiIii!;I AIIi( T I:IiIiIIII! R Oi OiiIIiI�II I Mo iilIi Ii-I(jI N SCALE: 3/8" = 1'-0" �I Ii�iiIIi iIIIiII (II !� ;iI!!IIiIIIiiI II!Ii I /OO 1 01 F I III ! IIIII I I I,iiI OI iI � OO1 0 1D II IiIIIII� !III !IIiii I i I IIIi :I iI IIiiI� I i,I j! iIiI,Ii j iIiII IiIiI I ! IiiIiII II aI,;III o iIl /I - II O\ / / \ \ OO10 1 B , - N O R T H , FO R K RESIDENCE 5250 VANSTON ROAD WOOD POST REF STRUCTRAL CUTCHOGUE, NY, 119 3 5 WOOD SIDING 1.0 ARCHITECT PLASTER LakeFato Architects,INC Third331 IL Street San Antonio,TX,78205 (210)679-2327 WOOD TRIM CONCEALING STL MOMENT FRAME, REF IVIL ENGINEERSTRUCTURAL The Raynor Group,P.E.&L.S.PLLC 860 Montauk Hi hwa P.O.Box 720 Water Mill,NY 11976 (631)726-7600 LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Ne eran Road Unit 6 Tarrytown NY 10591 212 796-5087 STRUCTURAL ENGINEER Benson WoodworkingCompany,Inc. 6 Blackjack Crossing Walpole,NH 03608 -2016603 439 M/P ENGINEER Ripcord Engineering Inc. PO Box 4175 Portland,ME 04101 (207)835-4060 GREAT ROOM S LIGHTING DESIGNER 08 yrdwatersGc SCALE: 3/8" = 1 -0" 939 Black Gold DrO Dallas,TX 752470� SCALE: 3/8" = 1 -0" (214)460-2673 STEEL SHROUD OVER VENTHOOD EXHAUST STEEL FACIA OVER VENTHOOD SOAPSTONE APRON STEEL FACED CABINETS LIGHT FIXTURE VENTHOOD PASSTHROUGH PASSTHROUGH 2019.05.15 LIF PROJ.NO. 17086EQ-5 EQ-4 EQ-3 PROJ.ARCHITECT DE DRAWN BY: Author ------------------------ SET ISSUE DATES DATE ISSUE 2018,10.12 BID SET 2019.01.11 BID REVISIONS IL 2019.03.08 PERM IT SET— PRE TRUSTEES X FI- STEEL FACED CABINETS 2019.05.15 PERMIT SET— TRUSTEES REV KITCHEN MILLWORK N KITCHEN MILLWORK E KITCHEN MILLWORK S 0KITCHEN MILLWORK W O� SCALE: 3/8" = 1 -0" O� SCALE: 3/8" = 1 — " O^ SCALE: 3/8" = 1 -0" SCALE: 3/8" = 1 -0" REVISIONS NO. DATE DESCRIPTION BUTCHER BLOCK COUNTERTOP SOAPSTONE COUNTERTOP SOAPSTONE WOOD FIN COUNTER WOOD TABLE DASHED LINE OF PERMIT SET WOOD TABLE FLUSH BUTCHER BLOCKINSET STEEL SUPPORT 20 i EQ-7 EQ-6 INTERIORzi EO / ELEVATIONS cu ®®pz 6 i E 2U. KITCHEN ISLAND N KITCHEN ISLAND S APR .0 a U- A SCALE: 3/8" = 1'-0"02 O SCALE: 3/8" = 1'-0" Ala 9 U. UC5 � 6/11/2019 5:27:13 PM ------ --- - -- A1Mr_R0-rMr_-rM OMC. 'i WOOD SIDING WOOD SIDING f Lr) LO PENDANT B C) T-- LIGHT REF: U :E �P�7ZLIGHTING 2 LO . N PENDANT LIGHT REF: .T . . . : : : ' I t i CC) cr) : ' z i i t � i . . . I i ! i i LIGHTING i : : . I I . L � : I : . : I . : . i I . t . . i i I i i i t L i . : 1// t i : . L i t � . I . I : I I i : 4 1111111111 � . i : !!� . i � . � : � � 1 ! 1 ; : i : t . . i z � . : I t . : : I I . � I i � 4 . t i : : : : : I : i W I I � ! . . : I . . : L : 4 : I ! : 4 i . I . I I � t i z . : I i : : i . : i : ; i : ! : : . . : . : ! I : : . : : : : : . I ; : . I : : i . 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I San Antonio,TX,78205 T : i : � T -i t . . ! . t � ; Ii : 1 � I � i I , i : . .1 : � � 11 I I I . � I i t i . 7 . . I I . . 'r r I . I I I ' I - I 1 . : : : . i I . r . : t T I I I i ; : ii : P i I I ; ij (210)679-2327 I � . . . I . � : i : 11. i i 1 . i . : : � 11 i I : : t . : : . . . I . 1, . _. . . I � I .1 t ! � . i i I I ! . I .. .. . . I ! : i I I : I i i � : i I I I I1 L - I I I . ; . i i i � . . � � . I : : � : ! iI . i . . , I � I 11 I ; z ; : : i . � LBUILT IN SOFA 1.0 I CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC N WOOD DRAWERS 860 Montauk Highway,P.O.Box 720 � Z : i F i Water Mill,NY 11976 . � . : I : I I � I I . : " I 1 - I '' MILLWORK 'k, - - .: . . . I (631)726-7600 . - � I il . . . ' ' ' I .. I ' 'I " , I : . . � , I I , EQ I EQ L EQ L EQ L EQ � LANDSCAPE ARCHITECT Margie Ruddick Landscape OPEN 11 Neperan Road Unit 6 LOFT — E LOFT — S LOFT — W Tarrytown,NY 10591 LOFT — N 13 SCALE: 3/8" = 1'-0" 12 SCALE: 3/8" = 1'-0" 11 (212)796-5087 14 SCALE: 3/8" = 1'-0" STRUCTURAL ENGINEER SCALE: 3/8" = 1'-0" Benson Woodworking Company,Inc. 6 Blackjack Crossing Walpole,NH 03608 (603)439-2016 M/P ENGINEER Ripcord Engineering Inc. CONTINUOUS BARN DOOR VALENCE PO Box 4175 �----------------------------------------------� Portland,ME 04101 --------------------------------------------- - i I I (207)835-4060 I I I EQ EQ I LIGHTING DESIGNER i I I ! I I Byrdwaters DESIGN,Ilc I d I I i 3939 Black Gold Dr w 1 i I I I I I Dallas,TX 75247 I I I i (214)460-2673 I I I ' I I l ! I i 1 I 1 1 ; I i i O I 1 I I I W 1 i WOOD SIDING I ! I i I I I I I I . I I I I , WOOD SIDING I j _ . 1 i i I ! I I 1 BARN DOOR STOP I I ! / \ I I I i I i j I j I \ I I MILLWORK HEADBOARD Ijl li I ! I ' li I ! 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DATE DESCRIPTION O _ BLACKENED STEEL VALENCE EQ EQ I I I I TILE ........... ... I I ' ' ' I i I PLUMBING FIXTURE AS I ! i I 1 SCHEDULED WOOD SIDING I I i WOOD SIDING i j TILE SHOWER NICHE ' I I 1 �i j I I l I I I I : . . : i i ......... -...... ..._...... I I SHOWER NICHE I I PERMIT SET I 1 ! _ i 203A `� 205A I 1 `� TILE ! !I i ' I I oo I .... - .. .... __> I 1 i �p I , I ® I ii I m �, t I I I 1 E W' 1 ! J I INTERIOR o I ----- I Y 1 I PLUMBING FIXTURE AS LL I I : o iiiI , SCHEDULED _ . _ '! ! 7 ELEVATIONS i I I I i i : ij LL O , I , z = '� STL ANGLE BASE � 1 •U 0% gnome , .� GUEST BEDROOM — W LOFT BATH — W LOFT BATH — N LOFT BATH — E LOFT BATH — S 01 02 „ _ , " I- 2 � 05lL m 2 SCALE: 3/8" = 1'-0" 04SCALE: 3/8" = 1'-0" 0 SCALE: 3/8" = 1'-0" SCALE: 3/8 — 1 -0 SCALE: 3/8 — 1 -0 /A I /M S9 U _j 6/11/2019 5:27:33 PM 1. MILLWORK 1. 8'-2" 8'-2" LAv H077IECV® OMC. V WOOD VENEER ., ...................�...............�...._....... / 1 I i : : i WOOD SIDING WOOD SIDINGUj t O Z . F : /I . . . N LO : I - j m o I s CO j �" I o 00 i `j / ( f f er 0 . I I W .X. __ :D- /I / N . . I I I . s O / 4 . N I I . i I W N : o U i i I - ..... ..... ....._. I I Q I I I / / I I i 1 STAIR I I O I I i I I �� I i � X I i i J O I I I I � � � BEYOND f W a-+ I f / N 0 003 A ���� j I �: ' . j I j . . I — I E -10 I i i Q i j 0 I i I I j € I I \ .� O : I I I WINE FRIDGE i I AL B I I H L EYOND M i I I I — i i I I i I : I i I I I I Z M c� I I I I I \ 1 I 2 I 1 I I I — W M 0 . . ! \ \ . i i . I 1 € , \ I ao I o0 I"' € 1 00 1 I \ \ Cl o I . Z I i I N I I I' L—ILL .i I i i i I MQN Q ZO MEDIA ROOM — N MEDIA ROOM — E MEDIA ROOM — S Q N __ R J � � 2 O SCALE: 3/8" = 1'-0" 1 SCALE: 3/8" = 1'-0" 1 v SCALE: 3/8" = 1'-0" LIGHT FIXTURE REF PERFORATED MILLWORK PANEL LIGHTING REF MECH DWG FOR FREE AREA CALCULATION DASHED LINE DASHED LINE O '1; OF MILLWORK /-- OF MILLWORKZ �Fxxx I SHELF AND ROD ma' s 11 z . I�\\\:\� . ".. . I "' "I . I'll. '.� � . . . I . I �I I I / . .,- . I . '" o j". i i t5�. iI I'll / \ /' C1 ", I . . ? / PLYWOOD T ti 11 i. / \ r~ . . .I I . i, r /. \ r /' . ," '% . I "/ i, HALL BEYOND .. / , ,/' 0 % \ i 1 -2 1 I I I I. . 11 05 5 0 9 I I I r ,-' PLUMBING FIXTURE AS I I I ' / , j." ,j" r d I� o SCHEDULED I i %. I I1.003A o . o �i �;! . r" \ . . I I / \ i . WASHER AND DRYER A.. 0 � 0 ', I PLUMBING FIXTURE AS Y I SCHEDULED , \ / N RT H - - \ I I / SCHEDULED 0 ORK . io /� . \ I I / ' EQ-2 EQ-1 r . I . . . .. , . II 11 , I . . . I M r . � 1, I 11 . . I : 1 . . .11 , 11 f I . I %� " . \ RESIDENCE 11, I I � I I .' � " . .. .. . ;, 11E. �I ' �'""",, ' ' '�I 'J, . . " '' ":"'� , 111�'./ , - / ' ' , 11 . . : iI I ..' 1.- ., I . . ..\ I 1. � I / I I I I 'll,I .I I . 1- ",: I 1 ' 1 / 1 . ',/" . /� 1 .I ,,,,/- ,Ij j:'- I " "I ,is . , : 11 ' .I I i � I i ' - i I. . I ' ll . , I I .:. .. I '. . > . \ I 11 ,I I I i II/::::J L - - - - - / - � '. . . . I I I : ! .: I :: \J �'/ - - - - -� - +_ _� [ 11 Ill" Jill � "'��I MEDIA ROOM — W LAUNDRY — N LAUNDRY — E LAUNDRY — S Lt UNDRY — W DARK ROOM — N 17 SCALE: 3/8" = 1'-0" 1 SCALE: 3/8" = 1'-0" 1 SCALE: 3/8" = 1'-0" 1 SCALE: 3/8" = 1'-0" 1 SCE: 1 SCALE: 3/8" = 1'-0" 5250 VANSTON ROAD CUTCHOGUE, NY, 11935 ARCHITECT LakelFlato Architects,INC 331 Third Street San Antonio,TX,78205 tg.'L?a.i ~rb;T,'i;" (210)679-2327 .11 - CIVIL ENGINEER 1. _, , . >�.. .,-,�-,��,,m.«M—,—,�,�,,�.,,,,,,,.-_.., ".,., <,.._.e,,,<,>��.<,... . �,, „ .„ „«r, , . <„ . . .,�r,.... „ ,. , ,. , _..< . , „-,..,...,.. ,�,.�." ,„�.,.«'—"'� .>,.,,,,.,ram -..�>a,,..<,.- �>..�.,,,,�.��.,n,..«.",�«<—, - n> �. m„-<, _ .._._n.. ." . ,./ , 14 The Raynor Group,P.E.&L.S.PLLC r : , 860 Montauk Highway,P.O.Box 720 \ . , 1. PLYWOOD F V""0 � - 976 ,. \ ,/ / i '' 631)726I76 011 PLYWOOD �, " . \ . i \ r " .� I; LANDSCAPE ARCHITECT r \ r j, Margie Ruddick Landscape j /: / / 11 Neperan Road Unit 6 \ 0- / '' r / � (212 796 5087 own,NY 0591 /; .' .'I / r. .I.'' / F E STRUCTURAL ENGINEER „ f MILLWORK 6 Benson Woodworking Company,Inc. . , I' . , Blackjack Crossing 6B WOOD DRAWERS / - '. f t r: Walpole,NH 03608 ... . ( 0 ) 39-2016 is r / ' , .:' T } 634 ''" + _ I I M!P ENGINEER ,. > . . Ripcord Engineering Inc. „.- . „ _- , PO Box 41N175 Portland, E 04101 - (207)835-4060 DARK ROOM — E DARK ROOM — S DARK ROOM — W " l r =$ p ,° — ,\\ e� , �.a ,,, LIGHTING DESIGNER , I .z " p _ � " ,, €. Byrdwaters DESIGN,Ilc 10q I 3939 Black Gold Dr 3/8" = 1'-0" SCALE: 3/8" = 1'-0" 0`.' SCALE: 3/8" = 1'-0" : ?:w X, ' � _"; . q/' " -• ;° ;; �" )CJ .(_' '2/ `°r . 1t- _ Dallas,TX75247 \111__,,,_wr �/ \. « (214)460-2673 SCALE: .4sa e,w.. �-. qs, ' ...................... 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WOOD DECK I E 'K MAIN LEVEL I - 39' - O" _ _ _ BWC WALL PANEL / / WEATHER BARRIER IIIIIIIIIIII II JOIST HANGAR WOOD STRIP FLOORING DOOR AS SCHEDULED REF STRUCTURAL REF:STRUCTURAL SEALANT AND BACKER ROD WOOD SIDING DOUG FIR WOOD TRIM SILL PAN IN BED OF , 1/2 RADIANT WOOD LIFT AND SLIDE DOOR SEALANT 5250 VANSTON ROAD REF:STRUCTURAL 2 1/2"SERVICE LAYER - METAL FLASHING CUTCHOGUE NY 11935 ' , ! ! 1/2"PLYWOOD ; N � , 5l6"- P a ARCHITECT - s I WOOD SIDING _ MAIN_LEVEL J�_ LakelFlatoArchitects,INC -� ° - _ _ _ MAIN LEVEL - - - 39' - 0" 331 Third Street .a ' ' . - - - �`� _ - San Antonio,TX,78205 M - -- - 39 0 N M - . - -, . , - , . , (210)679-2327 a' r- _ .. ° = - „I , , - 1 , ; a• CONCRETE PAVER pae a :a " - - - ., - °. - 3/4" n ;, _ " a 11/8 PLYWO D 2s/1s - " : <- - ° ° CIVIL ENGINEER , - - - '- •�: a. a ;, °a The Raynor Group,P.E.&L.S.PLLC °.\ WOOD FL ED LED °. - - - • ° ° d •° -, • . . ,-,' - 4 e - - ;- -a'• ,° 860 Montauk Highway,P.O.Box 720 ° . _ e' '= ° ° _ _ Water Mill,NY 11976° , . ° ,' n °, °P, .°, ., e „ STEEL ANGLE ° r .•� " ;. SPRAY FOAM ::,.;, ;::;'-'; %;::: ( ) - 1/2 RADIANT . '° ° 3 26-7600 -1 1 ° •' ' - :e ;' ° ,- , . INSULATION _ Ia. 6 1 7 - - [ - _ `° _ LANDSCAPE ARCHITECT 1 1/8"SUBFLOOR : { BF STRUCTURAL - , °°'-j, ' - -' , ' ; - e< I -' ,° I - 11aNeperandR ad Unit 6 pe CONCRETE WALL, - a I Tarrytown,NY 10591 SECTION DTL PORCH REF.STRUCTURAL - : ; - ., ; , , - - e , - - (212)796-5087 10 SPRAY FOAM - - .d as ; . i 3/4"T&G WOOD CEILING a°, _ - SCALE: 1 1/2" = 1'-O" INSULATION - - -- - -I STRUCTURAL ENGINEER SILL PAN IN BED - I - . . / ' ," e' OF SEALANT - ' : • . ' , OOD BLOCKING Benson Woodworking Company,Inc. WOOD DECK 6 Blackjack Crossing MA Walpole NH 03608 ( p , - ' AM INSULATION (603)439-2016 I _ MAIN_LEVEL CONCRETE SLAB % 39' - O" 1/2"PLYWOOD - REF STRUCTRAL _ MIP ENGINEER 4 - . - -- • ' Ripcord Engineering Inc. RIGID INSULATION ' P - -:::- _ _ _ _ a I- - n ` ' / i PO BOx 4175 WOOD SILL TO MATCH WIND W TEM _.._.._....._.._ .._ .,-:..'..."" ..':..,.'..:-.:-, :....= a _,• °• _ UNDER-SLAB INSULATION - s I Portland,ME 04101 fir.:'. :. y ' i''`; o ° (207)835-4060 �.' STEEL PLATE . _ _ _ . < °' :../ :. ../ ... ..,. / _ - I _ 1' REF: STRUCTURAL e METAL FLASHING - - - ^„ ; _ BASEMENT - ° ° ', a - -BASEMENT � ° ° - _ yII �II LIGHTING DESI NE MAIN LEVEL 3 : . „ y I �� 8 d , ,. ; e %9 4 ° 1 _ 11 - ' . II - �r R - - - JOIST, REF.STRUCTURAL ° - , n. 29 a 29 G 39 0 �` - _ _ b° a °4 Byrdwaters DESIGN,Ilc ° SHIM BEYOND _ 3939 Black Gold Dr ° ; _ - - - - / - °-• ,n "' F .. :. - _ °� - - - ^9 Dallas,TX 75247 ° Af ° ` HANGAR - - _ - - ° e • , I. - , =a I - (214)460-2673 JOIST - - .. , - - . , °> < <. . �' ° s, - VAPOR BARRIER - I- -- - ° 9„ REF STRUCTURAL - a ° , , p -• ° e . - --- I - GLULAMGIRT I . ".. °` . :: ° y - '.: I - -•;`, : -": ,<' 4'- °° ° - - REF:STRUCTURAL i n ° _ GRAVEL BACKFILL I ° °. •-.I. p • ." .` r. I e : : ;` as - - - - - WOODTRIM _° - <:. - , . - - e -`a"• ^? '' a .° - <. ' 4,. •, , e. •.. ,„ . ° - - _ , . °-, < - ° _ III I I I I I I III III III III III III III I i I III III I III III III III III i IIIIIIIIIII IIII-I I I- R SECTION DETAIL - PORCH SECTION DTL MOMENT FRAME AND SLIDER SECTION DTL GREAT ROOM EAST SECTION DTL GREAT ROOM WEST 0`'' SCALE: 1 1/2" = 1'-O" 0SCALE: 3" = 1'-O" 0SCALE: 1 1/2" = 1'-O" 0 SCALE: 1 1/2" = 1'-O" 2019.05.15 L F PROJ.NO. 17086 I PROJ.ARCHITECT DE DRAWN BY: Author I LINE OF HEAD I I ABOVE SET ISSUE DATES ° I I WOOD TRIM TO MATCH WOOD SIDING I DATE ISSUE DOOR/WINDOW SPECIES i 1/2"PLYWOOD 2018.10.12 BID SET SEALANT AND BACKER ROD W 2019.01.11 BID REVISIONS WOOD SIDING 2019.03.08PERMIT SET- PRE TRUSTEES Q i 2 1/2"SERVICE LAYER WOOD POST, REF. 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L..............I — IA9 1 BARN DOOR TRACK I MEMBRANE FLASHING _ _ _ _ <;° Q. ° • UNDER-SLAB VAPOR BARRIER 3 , aI CUTCHOGUE, NY, 1193 ," SHIPLAP WOOD SIDING ° - _ - - °° ° I — - ..i.. j.....1 — — — _ V L _ _ _ = a ° .°,a d ! ; .I , V _BEDROOM LEVEL 1 - - 1 . — =4 _ BEDROOM LE E - _ °' : ' = d'.A 37' - 0" -� — _ : 37 - 0" ARCHITECT d" ° • a d 'a LakelFlatoArchitects,INC — ° ° ' e — a- o. ;° ;•o ° °° _ f „ 331 Third Street - . . • . , -. ,a- d , -_ a_ -• , - , ° San Antonio,TX,78205 — tr, a- e $ a — (210)679-2327 _ _ a d RIGID INSULATION — — _ > CIVIL ENGINEER I I I I • ,'. d • , — = = : <- a'_ ',.a '•;° The Raynor Group,P.E.&L.S.PLLC PLAN DTL MASTER DOOR JAMB - - _ - __ 660 Montauk Highway,P.O.Box 720 SILL PAN IN 1 O SCALE: 3" = 1'-0" •e <°; 6 )1� — • - = Water Mill,NY 11976 SEALANT BED = —_ a ° :e ' .. STRUCTURAL CONCRETE SLAB 4 _ _ - SAND BASE:REF STRUCTURAL - = a ° a. LANDSCAPE ARCHITECT - - ea, .d,° _ UNDER-SLAB VAPOR BARRIER = Margie Ruddick Landscape BF STRUCTURAL -1 I —1 I —III-1 I I I I ° , III—III 1 I I I I I I I I I I I III—III III—III °' ,' . .: 1 I 1 III III=III=1 I I- 11 Neperan Road Unit 6 CONCRETE WALL Tarrytown,NY 10591 MASTER LEVEL BWC WALL PANEL SECTION DTL HALL EAST SECTION DTL BEDROOM WING EAST (212)796-5087 - , , . . ::e , 36' - 0" - 2v8„ Q 1 WEATHER BARRIER 09 SCALE: 1 1/2" — 1'-0" STRUCTURAL ENGINEER CONCRETE PAVER, _ „ _ „ REF. LANDSCAPE v � _ _ - - • - " SELF-ADHERED MEMBRANE SCALE: 1 1/2 = 1 -0 — ° - SOAPSTONE 9 p yr I Benson Woodworkin Com an Inc. f - FLASHING ,, Mg 6 Blackjack Crossing - ° - - SHIPLAP WOOD SIDING Walpole,- 03608 - - - _ ;, - I (603)439-2016 . 911 _ I , , , , ,. , , . .. , , , - - - I MIP ENGINEER " —— / ; , ' . : f Ripcord Engineering Inc. PO Box 4175 r II METAL FLASHING (207)835-40 04101 SECTION DTL MASTER DOOR WOOD TRIM TO i :;:;: o,, WOOD TRIM MATCH i �- WOOD SIDING 11 MATCH WINDOW SCALE: 1 1/2" - 1'-O" SPECIES I DOOR FRAME I i WEATHER BARRIER I METAL FLASHING BWC ROOF PANEL LIGHTING DESIGNER i II Byrdwaters DESIGN,lic SELF ADHERED 3939 Black Gold Dr PLYWOOD I MEMBRANE FLASHING Dallas,TX 75247 SHIPLAP WOOD SIDING I I 5/8"ZIP SHEATHING (214)460-2673 . I f I I WOOD TRIM MATCH SERVICE LAYER I WOOD SIDING 71 BWC WOOD PANEL 3 1/2" WOOD TRIM ABOVE X - -- Ie,, i o o I -- -----i SEALANT AND BACKER ROD I I I 61 02 W D I .- I I 00 TR M MATCH - -WINDOW FRAME �'-- A901 — - - - - ---@ - I- - - —FMB I , . ; ... . .::-, „ 2 I I I �� SELF ADHERED - tX ,. ----- MEMBRANE FLASHING I - I \ • •• • WOOD TRIM MATCH - 5/8" WINDOW FRAME SEALANT AND BACKER ROD WOOD POST REF STRUCTURAL CAULK JOINT ;; WOOD POST, REF. STRUCTURAL SELF ADHERED 0� MEMBRANE FLAS ING — _ MAIN LEVEE D 3 1/2" WEATHER BARRIER I 39' - 0" �° 2019.05.15 L1F PROD.N0. 17086 '' "` WOOD TRIM MAT H DOOR FRAME PROJ.ARCHITECT DE DRAWN BY: Author " ' ' ' "' 8 L WOOD TRIM TO MATCH DOOR FRAME SEALANT AND BA KER ROD ----- -- SLOPE CONCRETE L_— g -- -- - — / -b - d 74.� SEALANT AND BACKER ROD I d - 7�''- / M7 SET ISSUE DATES ° d, DATE ISSUE SELF ADHERED MEMBRANE FLASHING -r , _ : d 2018.10.12 BID SET WEATHER BARRIER ti,, _'a, 4 ' e , ° WOOD SIDING , 2019.01.11 BID REVISIONS . < d° 7>1 2019.03.08PERPAIT SET- PRE TRUSTEES M5 SHIPLAP WOOD SIDING _ii I."i::—.i:I:1,,,�:':-.I.:,1,:,�,,,'.:I-�.-,1.-,-Ie"I,,.-,I""-7..":-,I�-.-.-,,-�-I�I,I:.---,',."'�.-I,1",'."�,I"1---�,.-,�.--I,,,,I-�,,,,II-.- -...--_,....z-.,"1,."_.-,":,""-.�.,-, .I.�-I,..-,'-I." L\,.1\"�,��"--,1",""-1I-"..I-,, 'W- ,- 0e \ �' , 2019.05.15 PERPAIT SET- TRUSTEES REV BEDR M WINDOW SECTION DTL PUNCH WINDOW TYP. \0 PLAN DTL OO O PLAN DTL MASTER CORNER 05 SCALE: 3" = V-0" O SCALE: 3" = V-0" O`"' SCALE: 3" = V-0" M5 WOOD SIDING LIGHT FIXTURE, TILE OVER MORTAR, REF LIGHTING 1p O 'O TEAK SHOWER INSERT SLOPE TO DRAIN �� %1 O / REVISIONS TEAK FRAME SHOWER MEMBRANOOFING I / 11 STANDING SEAM MTL ROOF NO. DATE DESCRIPTION GLASS SHOWER WALL FLOOR INSERT q i %91 * r DAMP PROOFING MEMBRANE Z ALIGN TEAK SHOWER INSERT - I WOOD FLOOR AS WOOD FLOOR AS SCHEDULED , • • - - �,' SCHEDULED 4" Q DRAIN - ' BEDROOM LEVEL LOFT LEVEL _ _........._ - _ - 37 - 0 Y Y 46 - 0 ,�:5,,Iel,e,I,1,I1I1',4C�Ie..1� �'I-:.�.I"I�e�,l-,�,�,l:,l;�.1I,�,�.'I�I—II-,,I 1II11 I I l-7�,I,,-:,-,�-_---"�.I-:_1,-I-'1�I-0�,i.1---.-:4,"-I.-1.�I-Z�,-��.-'":I, , � n � n - U Ch ..- — - ° - - - - z , ��___ .,>_�_.* ___. RUBBER FOOT - I 4r /1� 0� _ _........................... _._._ .. , - - , ' • i ZIP SHEATHING M I, °- 1/ N < . ceI , , ,., ° ° r c LED THERMALL PLYWOOD SHEATHING • " M Y-BROKEN SKYLIGHT 1/4"/1'-0" TILE AS SCHEDU TEAK FRAME SHOWER - - - - : WATER PROOFING FLOOR INSERT N .. PERMIT SET '' MEMBRANE 5/8"ZIP SHEATHING . WOOD SIDING - , r . < N ' I ' r rr „ , . . . ----- ------ ---- --- , • PLYWOOD -, I a, N MORTAR BED, SLOPED TO <;': TIMBER BEAM 3 3 1/2 ; - , ` . I DRAIN RUBBER FOOT REF: STRUCTURAL i W, ; ` - CONC SLAB, REF STRUCTURAL I I WOOD TRIM MATCH I 1 G DETAILS MAI N N _ , . , , . . - _, .. . I.. ' ° ° , C FLOOR PANEL I LL ". /�/ PLYWOOD E - R _ WC WOOD - - - - - o R EF STRUCTURAL H O U S E ... .... LL L Y 48 - 0 v ° __._...._..... ._., I. . B � �� B ROOF I / ROOF PANE n 4 2 8 2 1 LL z - _�, 4"RIGID INSULATION WOOD CEILING AS \\ ,/ I . ............... ,, SCHEDULED . . LL - 1......y.._.. __..._...�..._._i-.. �. . _ r_ _ MASTER LEVEL N . /%%%/////%//i%%/% p : . 1 36 0 . . . :....... ...._. _.... .........'... i i ...._t.......I... ...;. a U SECTION DTL MASTER SHOWER SECTION DTL LOFT SHOWER SECTION DTL SKYLIGHT JAMB SECTION DTL SKYLIGHT 4, a '� L i 04SCALE: 3" = 1'-0" O SCALE: 3" = 1'-0" 02SCALE: 3" = 1'-0" 01 SCALE: 3" = 1'-0" U mmmmmd 6/11/2019 6:02:27 PM TIMBERFRAME SPECIFICATIONS: -THESE DRAWINGS DEPICT AN EXPOSED,HEAVY TIMBERFRAMED STRUCTURE. -THE GLULAM TIMBERS ARE NORDIC BLACK SPRUCE GLULAM,UNLESS NOTED OTHERWISE. U L0 O r -THE NORDIC TIMBERS MEET THE AITC STANDARDS FOR 24F-1.9E STRESS GRADE. a N THEIR MOISTURE CONTENT,AT FABRICATION,IS APPROXIMATELY 17%. g -GLULAM TIMBER SIZES SHOWN ARE ACTUAL. a F- E -THE SOLID-SAWN TIMBERS ARE KILN-DRIED DOUGLAS FIR,UNLESS NOTED OTHERWISE. (� a (j} nJ -THE DOUGLAS FIR TIMBERS MEET THE WWPA STANDARDS FOR#1(OR BETTER).THEIR MOISTURE CONTENT,AT FABRICATION,IS APPROXIMATELY 19%. O C+ -SOLID-SAWN TIMBER SIZES SHOWN ARE ACTUAL. -THE TIMBER SIZES ARE SUBJECT TO SLIGHT REVISION;BUT ONLY U) (vco UNDER THE DIRECT SUPERVISION OF THE ENGINEER-OF-RECORD FOR THE FRAME. LL -THE TIMBER CONNECTIONS ARE BASED ON TRADITIONAL METHODS-USING — MORTISES,TENONS,SPLINES,PEGS,AND KEYS. THE CONNECTIONS WILL BE DESIGNED AND DETAILED UNDER THE DIRECT SUPERVISION OF THE ENGINEER-OF-RECORD. "'" CO -ALL METAL CONNECTORS(AT POST FEET,FOR EXAMPLE)ARE TO BE SIMPSON OR EQUAL. = Z (y) N -THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION OF THE SUPERSTRUCTURE0 co — UNLESS THE'WORK IS PERFORMED UNDER THE DIRECT SUPERVISION OF THE ENGINEER-OF-RECORD OR ANOTHER LICENSED ENGINEER-WITH THE WRITTEN �— APPROVAL OF BENSON WOODWORKING CO.,INC. r Z MQN ENCLOSURE SYSTEM: Z co 4 �- -THIS BUILDING USES CELLULOSE CORE INSULATED WALL PANELS AND FOAM CORE Q N INSULATED ROOF PANELS AS THE ENCLOSURE SYSTEMS. -THESE PANELS SPAN BETWEEN TIMBER SUPPORTS AT BOTH THE ROOFS AND THE WALLS. -THE PANELS CARRY GRAVITY LOADS ON THE ROOF. -THE PANELS CARRY TRANSVERSE WIND LOADS ON THE WALLS.IF THE PANELS ARE PLANE LATERAL LOADS,THEIR CONNECTION DETAILS ARE DESCRIBED ON CARRYING IN SHEET S001. DESIGN LOAD INFORMATION: _ -FLOORS: LIVE LOAD: 40 PSF i?" DEAD LOAD: 20 PSF `✓ � '�'�' C) -ROOF: GROUND SNOW LOAD: 25 PSF ROOF SNOW LOAD: 9 PSF(12-PITCH METAL ROOF) , •'` 1 DEAD LOAD: 21 PSF ) LIVE LOAD: 20 PSF C07C015 -WIND LOAD: 136 MPH;EXPOSURE D ASCE 7-10 -SEISMIC LOAD: Ss:17.2% S1:4.9% (WIND GOVERNS LATERAL LOADING) -SOIL LOAD: EQUIVALENT FLUID PRESSURE OF SOIL:30 PCF NORTHFORK FLOOR PANELS:91/2"NORDIC NI-80 I-JOISTS RESIDENCE FOUNDATION @ 24"o.c.w/1 1/8"ADVANTECH SUBFLOOR INSULATED WALL:2x8 STUDS wl 1 9/16" SHEAR WALL(HATCH),SEE S001 STEICO EXTERIOR SHEATHING,7116" OSB INTERIOR SHEATHING,2112" SERVICE LAYER,DENSE-PACK CANTILEVER FRAMING @ STAIR:1 3/4" CELLULOSE INSULATION 5250 VAN STON ROAD x 9 1/2"NORDIC LAM JOISTS @ 24"o.c. CUTCHOGUE, NY, 11935 ARCHITECT LakelFlato Architects,INC 331 Third Street San Antonio,51/2"x 91/2"NORDIC LAM RIDGEPOLE (210)679 2327( 78205 7"x 11 718"NORDIC LAM RIM CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC 51/2"x 51/2"NORDIC LAM POST 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 BEARING WALL:2x6 @ 24"o.c.w/7/16"OSB SHEATHING O WT6x13 RAFTER @ STEEL FRAMES,TYP. (631)726-7600 51/4"x 11 5/8"NORDIC LAM GIRT,TYP. LANDSCAPE ARCHITECT 31/2"x 14"TRIM RAFTER Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 51/4"x 5114"NORDIC LAM POST (212)796-5087 STRUCTURAL ENGINEER (2)PT 2x12 RIM GIRT Benson Woodworking Company,Inc. 6 Blackjack Crossing Walpole,NH 03608 (603)439-2016 i 3 M/P ENGINEER Ripcord Engineering Inc. PO Box 4175 Portland,ME 04101 (207)835-4060 LIGHTING DESIGNER 31/2"x 11 7l8"ANTHONY POWER Byrdwaters DESIGN,Ilc PRESERVED GLULAM(24F-1.8E PT SYP), 3939 Black Gold Dr FLUSH-FRAMED IN DECK TYP. Dallas,TX 75247 (214)460-2673 FIRST FLOOR SUPPORT STRUCTURE SECOND FLOOR STRUCTURE �BENSONWOOD 6 BLACKJACK CROSSING INSULATED WALL:2x8 STUDS wl 1 9116"STEICO WALPOLE,NH 03608 USA PRONE:(603)756-3600 EXTERIOR SHEATHING,7/16"OSB INTERIOR SHEATHING,21/2"SERVICE LAYER, FAX:(603)756-3200 DENSE-PACK CELLULOSE INSULATION EMAIL:info@bensonwood.com 3112"x 5112"NORDIC LAM POST INSULATED WALL:2x6 STUDS w/5/8"ZIP 2019.05.15 LIF PROJ.NO. I7O86 EXTERIOR SHEATHING,7116"OSB INTERIOR BEARING WALLS:2x4 24"o.c.wl 7116"OSB SHEATHING SHEATHING,21/8"SERVICE LAYER, °O DENSE-PACK CELLULOSE INSULATION PROD.ARCHITECT DE DRAWN BY: EC BEARING WALL:2x6 @ 24"o.c.w/7/16"OSB SHEATHING STEEL BRACED FRAME,SEE S001 ROOF PANEL SYSTEM:3-PLY(41/8")NORDIC SET ISSUE DATES CROSS-LAMINATED TIMBER(CLT)PANELS,w/2x8 DATE ISSUE 1 RAFTERS @ 24"o.c.,SPRAY FOAM INSULATION IN 2018.10.12 BID SET FLOOR PANELS:11 7/8"NORDIC NI-80 I-JOISTS CONDITIONED AREAS 2019.05.15 PERMIT SET — TRUSTEES REV @ 24"o.c.w/1 1/8"ADVANTECH SUBFLOO 51/2"x 51/2"NORDIC LAM POST INSULATED WALL:1 1/2"x 6 5/8"STUDS w/5/8" L j ZIP EXTERIOR SHEATHING,7/16"OSB INTERIOR �I SHEATHING,21/2"SERVICE LAYER, 4 DENSE-PACK CELLULOSE INSULATION STEEL BRACED FRAME,SEE S001 4 3112"x 91/2"NORDIC LAM PLATE SHEAR WALL(HATCH),SEE S001 REVISIONS 1/2"x 71/2"NORDIC LAM POST NO. DATE DESCRIPTION INSULATED WALL:1 1l2"x 6 5/8"STUDS w/518" ZIP EXTERIOR SHEATHING,7116"OSB INTERIOR SHEATHING,2112"SERVICE LAYER, DENSE-PACK CELLULOSE INSULATION 1/2"x 11 1/4"NORDIC LAM POST,TYP.U.N.O. PERMIT SET 31/2"x 14"DF POST 2 112"x 14"DF TIE DECK PANELS:2x12 PT SYP JOISTS @ 16"o.c. HOUSE AXO. OF 31/2"x123/4"DFPOST SUPER 51/4"x 11 7/8"ANTHONY POWER PRESERVED GLULAM POST 31/2"x 14"DFPOST STRUCTURE FIRST FLOOR STRUCTURE ROOF STRUCTURE FOR PERMIT-, INSULATED EXTERIOR WALL FASTENING SCHEDULE: SHEAR WALL PANEL FASTENING SCHEDULE: UPLIFT & DIAPHRAGM STRAP FASTENING SCHEDULE: DESIGNED AS PERFORATED SHEAR WALLS SHEAR WALLS (DESIGNATED BY CROSS HATCH) GENERAL NOTES: 2x8 SPF No.2 STUDS @ 24"o/c ALL SHEATHING EDGES UNBLOCKED SEE TABLE FOR INDIVIDUAL WALL FRAMING &FASTENING STRAPS SHALL BE LOCATED AS INDICATED ON PLANS AND/OR DETAILS. SHEATHING: 7/16"OSB (INTERIOR) COIL STRAP LENGTHS ARE INDICATED ON PLANS AND/OR DETAILS. WALL TYPE LEGEND In Lo p T- ALL SHEATHING EDGES BLOCKED w/2x4s(MIN.) IN SHEAR SHEATHING LAYER. EXTERIOR a (v Lfj SHEATHING MAY BE UNBLOCKED UNLESS SHEAR NAILING IS USED ON BOTH SIDES. FASTENING: AT EDGE: 8d NAILS(o0.131"x 2 1/2")@ 6"o/c INSULATED WALL PANEL �" QO 0) SHEATHING FIELD NAILING: 8d NAILS(00.131"x 2 1/2")@ 6"o.c. SIMPSON MSTA STRAPS ARE TO HAVE ALL NAIL HOLES FILLED w/10d COMMON NAILS v AT FIELD: 8d NAILS(o0.131"x 2 1/2")@ 8"o/c (o0.148"x 3"). CAVITY WALL PANEL ��-1 N W (n N 0 SHOE FASTENING: 16d NAILS(o.131 x 3 1/2")@ 4"o.c. SHEAR WALLS WITH 2"o.c. PANEL EDGE NAILING SHALL HAVE 3X OR GREATER WIDTH SIMPSON MSTI STRAPS ARE TO HAVE ALL NAIL HOLES FILLED w/10d x 1 1/2"(00.148 x 1 SHEAR HIGH WALL P W Q N U BOTTOM PLATE TO FOUNDATION: 05/8"x 6"SIMPSON TITEN HD @ 36"o/c STUDS AT ADJOINING PANEL EDGES(E.G. I-JOIST STUD OR 4X LUMBER).ALL 2"o.c. " PANEL ' ROOF TO TOP PLATE: 05/16"x 11"SPAX POWERLAGS @ 12"o.c. PANEL EDGE NAILING SHALL BE STAGGERED TO PREVENT SPLITTING. 1/2 )NAILS IF APPLIED DIRECTLY TO FRAMING,OR 10d COMMON NAILS IF APPLIED OVER (� X 0, O SHEATHING. ROUGH OPENING � W T- ANCHOR: NONE SHEAR WALLS WITH SHEAR NAILING BOTH SIDES SHALL EITHER HAVE 3X OR GREATER SIMPSON CSHP18 STRAPS ARE TO BE NAILED w/8d COMMON NAILS(o0.131"x 2 1/2").A HOLD DOWN ® H N LATERAL CAPACITY: 168 PLF WIDTH STUDS AT ADJOINING PANEL EDGES AND STAGGERED NAILING, OR SHEATHING PNEUMATIC NAILGUN MAY BE USED IN SINGLE-ACTION MODE(DO NOT USE BUMP MODE!). Q u' 4- SEAMS SHALL BE OFFSET TO NOT FALL ON BOTH SIDES OF THE SAME STUD. FILL ALL NAIL HOLES ON STRAPS UNLESS NOTED OTHERWISE. FASTEN CSHP STRAPS �•�•• 0.r 0 Lo N FLOOR DIAPHRAGM NAILING SCHEDULE WITH MARKED SIDE OUT. = Z tM co EDGE NAILING: 8d (o0.131"x 2 1/2")RING-SHANK @ 6"O.C. F- 0 ._ FIELD NAILING: 8d (00.131"x 2 1/2")RING-SHANK @ 8"o.c. e- F- P' 3: TZN ?, ('7QN ZO N � a II��/II - - i ...... ..... i »rr...«.. ... .-w».w•ww....x. ...«...»»«..nr r.« ..... _ ll V LI •� •• a N. . $ a.4 m ILL ILL M LL J m co /s m O Y fS»J J M O � 3 O 'ct 2 SEE ELEVATION FOR 1* N 0) co S001 BRACED FRAME DETAILS o U_CD _'- _r' _tD _ J J— J_ J_ 111 dU dU aU O Z SEE ELEVATION FOR 3 o Q SEE ELEVATION FOR 4 N Qa SEE ELEVATION FOR 5 a cc �0- 6 SEE ELEVATION FOR m BRACED FRAME DETAILS S001 c w SHEAR WALL DETAILS S001 U SHEAR WALL DETAILS S001 U U S001 SHEAR WALL DETAILS J v v fh u_ ur LL OW WQZ co nm Unm v o Qo_Jp o LL W a co � M� NORTHFORK � �z O=O J 6oQ O x:U) a.z IL IL 0 Q Q w RESIDENCE w00 �p�W �pNW tiMW QZ J ..0 J ..O J ..0 ZOO -�QZ J<Z J QZ COJMJ�� _JO _JO _JO M_i =gyp WQ�Qp NQwQp �J OWJ Otl]J_C/)_ =U)_ _C0_ UH 5250 VANSTON ROAD CUTCHOGUE, NY, 11935 ARCHITECT LakelFlato Architects,INC 331 Third Street San Antonio,TX,78205 (210)679-2327 CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 (631)726-7600 ��I [M�U LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 (212)796-5087 TRUE PROJECT STRUCTURAL ENGINEER NORTH Benson Woodworking Company,Inc. 6 Blackjack Crossing LATERAL FORCE RESISTANCE PLAN - MAIN HOUSE Walpole,NH 03608 1 SCALE: 1/4"=V-0" (603)439-2016 M/P ENGINEER Ripcord Engineering Inc. PO Box 4175 SECOND FLOOR SHEAR WALL: 4 1/8"NORDIC CLT ROOF PANEL,TYP. Portland,ME 04101 2x6 SPF STUDS @ 24"o.c. w/7/16"OSB SHEATHING,DOUBLE OR (207)835-4060 4X STUDS @ INTERIOR SHEATHING SEAMS. SHEATHING NAILING:8d 2"o.c. EDGE NAILING,8d 6"o.c. FIELD FASTEN ROOF CLT TO TOP PLATE w/ LIGHTING DESIGNER LATERAL DEMAND:495 PLF(CAPACITY: 823 PLF) 1/4"x 4 1/2" USP SCREWS 3"o.c. ,�, (2) 1 3/4"x 9 1/2"NORDIC LAM HEADER byrdwaters DESIGN,Ilc SIMPSON MST160 STRAP �, �, 3939 Black Gold Dr FROM POST TO TOP PLATE Dallas,TX 75247 3 1/2"x 5 1/2"NORDIC LAM POST, �� SIMPSON CSHP18 STRAPS BOTH (214)460-2673 FASTEN SIMPSON HDQ8 HOLDDOWN 6" SIDES OF TOP PLATE @ SEAM WT 6xl3 RAFTER,TYP. TO BACKSIDE SIMPSON MST160 STRAP 5 1/2"x 51/2" NORDIC LAM POST, ROUTER ROM POST TO TOP PLATE SIMPSON HDQ8 HOLDDOWN INTO BASE 5 1/2"x 5 1/2"NORDIC LAM POST. It- DOOR RO FASTEN SHEATHING TO SHORT POST y w/(2)ROWS 8d NAILS 2"O.C. 3'-9 1/8" T-2 314" 77-4" 1/2"x 5 1/2"NORDIC LAM POST 3 1/2x3 1/2x1/4 HSS HEADER/STRUT SHEAR TRANSFER THROUGH FLOOR SYSTEM: FA EN 2ND 4 1/8" NORDIC CLT ROOF PANEL,TYP. 10'-9 1/2" 9'-6" FLOOR SHEAR WALL BOTTOM PLATE TO NORDIC LAM JOISTS HOLDDOWN: DEMAND:4750 LBF FASTEN ROOF CLT TO TOP PLATE w/ w/of/4"x 4 1/2"USP SCREWS,2 ROWS 12"o.c.,FASTEN 1ST SIMPSON HDQ8(CAPACITY:7940 LBF w/ SECOND FLOOR SHEAR WALL: 1/4"x 6" USP SCREWS 3"o.c. FLOOR SHEAR WALL TOP PLATE TO NORDIC LAM JOIST w/ G=0.46) 2x8 SPF STUDS @ 24"o.c.w/7/16"OSB SHEATHING. 16d NAILS (o0.131 x 3 1/2"),2 ROWS 4"o.c. HEATHING NAILING:8d 3"o.c. EDGE NAILING, 8d 6"o.c.FIELD " " BENSONWOOD _ _ T.O.TO 2ND FLOOR R SUBFLOOR _ LATERAL DEMAND:270 PLF(CAPACITY:630 PLF)_ (2) 1 3/4 x 11 7/8 NORDIC LAM HEADER (2)1 3/4"x 9 1/2"NORDIC LAM JOIST 6'-10 3/4" _._,_,,,-_.__... 6 BLACKJACK CROSSING 3 1/2"x 5 1/2"NORDIC LAM POST, W6x12 HEADER/STRUT FASTEN SIMPSON HDQ8 HOLDDOWN WALPOLE,NH 03608 USA SQUASH BLOCKS IN FLOOR SYSTEM @ PHONE: NH 3608 TO BACKSIDE OSTS,MATCH BEARING AREA OF POSTS WINDOW RO 2 2X LUMBER STUD HOLDDOWNS,TYP. @ FAX: (603)756-3200 W56-3600 6x12 POST 5 1/2"x 5 1/2" NORDIC LAM POST, ROUTER EMAIL:info@bensonwood.com 3 1/2x3 1/2x1/4 HSS POST SIMPSON HDQ8 HOLDDOWN INTO FACE DOOR RO SIMPSON MST160 STRAP SIMPSON MST160 STRAP FIRST FLOOR SHEAR WALL: v FROM END STUD TO CLT ROM END STUD TO CLT W6x12 POST 2x6 SPF STUDS @ 24"o.c.w/7/16"OSB SHEATHING,DOUBLE OR C") a' 4X STUDS @ INTERIOR SHEATHING SEAMS. (BEYOND)3 1/20 1/2xl/4 HSS of 1/2"GRADE 55 SHEATHING NAILING:8d 2"o.c. EDGE NAILING,8d 6"o.c. FIELD Co HOLD-DOWN:DEMAND:9080 LBF 6'-7 3/8" 8'-8 5/8" 5-8 3/4" DIAGONAL BRACE TENSION RODS LATERAL DEMAND:495 PLF(CAPACITY: 823 PLF) SIMPSON HDU14(CAPACITY: 12230 LBF w/G=0.46) HOLDDOWN: DEMAND:2640 LBF EMBED ANCHORAGE,SEE w/SIMPSON ATS-SBC8H FIELD-WELDED TO XHOLDDOWN: DEMAND:2640 LBF SIMPSON HDQ8 (CAPACITY:6645 LBF w/ 2019.05.15 LIF PROJ.NO. 17086 FOUNDATION DETAILS HOLDDOWN: DEMAND:5560 LBF CAST-IN-PLACE EMBED ANCHOR G=0.42) CUSTOM POST BASE SIMPSON HDU5(CAPACITY:4065 LBF w/G=0.42) T.O.-2ND FLOOR SUBFL00 PROJ.ARCHITECT DE DRAWN BY: EC DRILL&EPDXY o7/8"A307 STEEL ROD 12"MIN. INTO V-10 3/4" T.O.1ST FLOOR-FINISH CONCRETE w/HILTI HIT-HY 200 5 1/2"x 5 1/2"NORDIC LAM POST,ROUTER 51/2"x 91/2"NORDIC LAM BOTTOM PLATE ATUM(0'-0") T.O.BEDROOM SLAB POCKET FOR BEARING WASHER @ HOLDDOWN N ff SHEAR TRANSFER TO FOUNDATION: FASTEN 10'-10 5/8" 2x6 PT BOTTOM PLATE TO CONCRETE w/o5/8"x SET ISSUE DATES 20'-3112" 6"SIMPSON TITEN HD ANCHORS 24"o.c. WALL: OTRANSFER SCREW FRO ST FMOOR FLOWALOR BOTTOM PLATE OF DOOR RO WALL TO 1ST FLOOR STOVE VENT 12" DOOR RO DATE ISSUE 2 M2 BRACED FRAME ELEVATION A M6 SHEAR WALL ELEVATION 2ND FLOOR WALL w/of/4"x6" USP SCREWS, 12"o.c. 2018.10.12 BID SET SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" FIRST FLOOR SHEAR WALL: HOLDDOWN: DEMAND:2640 LBF 2019.05.15 PERMIT SET - TRUSTEES REV 2x6 SPF STUDS @ 24"o.c.w/7/16"OSB SHEATHING. aD, SIMPSON HDQ8(CAPACITY:6645 LBF w/G= SHEATHING NAILING:8d 3"o.c. EDGE NAILING,8d 6"o.c. FIELD 0.42) 4 1/8"NORDIC CLT ROOF PANEL,TYP. LATERAL DEMAND:360 PLF(CAPACITY:630 PLF) co DRILL&EPDXY o7/8"A307 STEEL ROD 9"MIN. SECOND FLOOR SHEAR WALL: NTO CONCRETE w/HILTI HIT-HY 200 WT 6xl3 RAFTER,TYP. 2x6 SPF STUDS @ 24"o.c.w/7/16"OSB SHEATHING. SHEATHING NAILING:8d 3"o.c. EDGE NAILING,8d 6"o.c. FIELD FASTEN ROOF CLT TO TOP PLATE w/ HOLDDOWN: DEMAND 2640 LBF LATERAL DEMAND: 290 PLF(CAPACITY: 630 PLF) 1/4"x 4 1/2"USP SCREWS 3"o.c. CUSTOM POST BASE W6x8.5 STRUT DRILL&EPDXY o3/4"A307 STEEL ROD 9"MIN. SIMPSON MST160 STRAP 2)1 3/4"x 9 1/2"NORDIC LAM HEADER INTO CONCRETE w/HILTI HIT-HY 200 T.O.MASTER BEDROOM SLAB FROM POST TO TOP PLATE SIMPSON MST160 STRAP ON REVISIONS TOP PLATE OVER SEAM 9-21/8" HOLDDOWN: DEMAND: 3200 LBF 3 1/2"x 5 1/2"NORDIC LAM POST SHEAR TRANSFER TO FOUNDATION: FASTEN 2x6 PT SIMPSON HDQ8(CAPACITY:6645 LBF w/G= NO. DATE DESCRIPTION SHOE PLATE TO CONCRETE w/05/8"x 6"SIMPSON 0.42) 1/2"x 5 1/2"NORDIC LAM POST TITEN HD ANCHORS 24"o.c., NAIL SHEATHING LAP TO DRILL&EPDXY o7/8"A307 STEEL ROD 9"MIN. SHOE w/16d (o0.131x3 1/2")NAILS 4"o.c. INTO CONCRETE w/HILTI HIT-HY 200 DOOR RO T-91/8" T-2 3/4" 4'-4118" G M7 SHEAR WALL ELEVATION SHEAR TRANSFER THROUGH FLOOR SYSTEM:FASTEN 2ND FLOOR HOLDDOWN: DEMAND: 3590 LBF V SCALE: 1/4"=1'-0" W6x15 POST SHEAR WALL BOTTOM PLATE TO BLOCKING/HEADER w/01/4"x 4 1/2" SIMPSON HDQ8(CAPACITY:7940 LBF w/ ;o USP SCREWS 12"o.c., FASTEN 1ST FLOOR SHEAR WALL TOP PLATE TO G=0.46) NORDIC LAM JOIST w/16d NAILS(00.131 x 3 1/2")4"o.c. _ _ _ T.O.2ND FLOOR SUBFLOOR PERMIT SET `r 6A 0 3/4" SQUASH BLOCKS IN FLOOR SYSTEM @ FIRST FLOOR SHEAR WALL: OSTS, MATCH BEARING AREA OF POSTS of 1/4"GRADE 55 2x4 SPF STUDS @ 24"o.c.w/7/16"OSB SHEATHING. TENSION RODS SHEATHING NAILING:8d 3"o.c. EDGE NAILING,8d 6"o.c. FIELD 3 1/2"x 5 1/2"NORDIC LAM POSTS @ FIRST FLOOR LATERAL DEMAND:210 PLF(CAPACITY: 630 PLF) DO0RR0 EMBED ANCHORAGE,SEE HOUSE — LATERAL FOUNDATION DETAILS W6x8.5 STRUT HOLD-DOWN: DEMAND: 5430 LBF co SIMPSON HDQ8(CAPACITY 7940 LBF w/G=0.46) W/SIMPSON CNW1-7/8 COUPLING NUT TO ATS-SBC8H FIELD-WELDED TO CAST-IN-PLACE FORCE T.O.1ST FLOOR FINISH SHEAR TRANSFER TO FOUNDATION: FASTEN EMBED ANCHOR DATUM(0'-0") 2x6 PT BOTTOM PLATE TO CONCRETE w/o5/8"x 9W 1/2" 6"SIMPSON TITEN HD ANCHORS 24"o.c. RESISTANCE PLAN - T.O.BEDROOM SLAB (-)T-0" 3 M3 BRACED FRAME ELEVATION M6.5 SHEAR WALL ELEVATION SCALE: 1/4"=1'-0" � SCALE: 1/4"=1'-0" FOR PERMIT- u Lf) LOUZ y M p r 4 N U) m go 4. v F- N E 0 W (!) N O WQN U IJ � Xo 0 U) N M LL v- ......... 0 Lo v CY) .Y = ZMco EOM - tl rZN T-0" T-5" 48'-7" 14'-31/2" 9'-9" 14'-2 3/4" 13'-9 3/4" 9'-11" I� M N Z C7 T.O.W. 20 T.O.W. T.O.FTG. T.O.FTG. t4� 2 T.O.W. T.O.FTG. 4 < N 2'-9" 1 S103 S102 (_)3" (-)60" S102 T.O.FTG. S102 T.O.FTG. (-)34" (-)3" (-)90" (-)60" INTERIOR FINISH WALL CO EL - - - — - - - - -(-J125"- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (-)125" - - - - - - - - - - - - - - - - - - - - _ I- - - - - - - - - - - - - - - - - - - T.O.W. Mill - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -T- 1 -0" . 3n I o0 N - -I T.O.W. - 3". T.O.W. - Y T.O.W. - Y" — — — — — —e — — — — — — —M. '--I n n n �-- `� I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 20 8 20 I I I I I I 25 AP ROXIMATE LOCATION S103 STEPS ABOVE - - ,24" � J 2.4" 4° � I � I � � - - - - - - - - - - - � � � - - - - - - - - - - - - - � I 12" r - - - - - - - - - - - - - - - - - � r S103 FOR LIFER GROUND SLAB-ON-GRADE N _ rn �, I �, I I 24 1 I T.O.WALL 1 I 60 1 30" � I I T.O.SLAB @(-)24" q I a I S103 I I 6" ✓' , : 7`:"* T.O.WALL T.O.FTG. 16" w (-) t "\ `� 23" 14"= 23" 10 1/2" 101/2" POLISHED CONCRETE FINISH SLAB ter ' 60" o I I I ►- I T.O.SLAB STEP 1 I 7�1/2° 9" (-)34 (-) 1 T.O.WALL I 30" I Cl) `� I BASEMENT SLAB - - �* I o I (-)34" 2'-6" 00 ar I T.O.SLAB @(-)117" I �€' I r I I v 4"8"4" 1 � g3� 0 1 1 II 12 101/2" 101/2" t, �i I n CO � I o °' `o � SEE ELEVATION 15 I � i� FOR CONCRETE I I I T.O.WALL co c, ` ZN 2-6 S103 S102 SHEAR WALL DETAILS 7 I 1 _ 37" I I S103 I N 7" (�' 3'-6" T.O.FTG. - I I - 007C95 9. 9n 1 S102 SEE ELEVATION I I I r - I 1 1 ' I B.O.HAUNCHED SLAB 6 I v i I I B.O.HAUNCHED SLABSLAB-ON-GRADE ✓ , I FOR CONCRETE (-)60" I I 125" SHEAR WALL DETAILS 5102 I I I 34n `v _ J I I I T.O.SLAB @(-)36" I I •� - l I (-) N' O o I I T.O.WALL - - - ........................ ....... . .... I. 1...-, ...........1....-i.. l _ I I�r I I I � I .. ' "1 I "' ' �, r, POLISHED CONCRETE FINISH SLAB ( 1 I I I 1 _I ( I I -)36' to S103 1 I 1 I N 1,_8n-1 4,-pn 1 0 ) o f I I I I N T.O.WALL I I N a, 17�4"x24" J �4"X 4" J ;. m .... T.O.-WALL . - m 1 :1/2 24" ;�; „ .. 1......... 1I .... ...........r -- -14 17 14'-0" 5'-0 3/4" 14'-2112" 5 1 I (')34" I I I N 'n S103 I "4" 1 I 5102 I I I o 8 I l z T.O.SHELF LO o "I ~ I S102 SLAB-ON-GRADE S103 I I 12 I I _ I t o T.O.WALL (-)34 I II I I 3 I �p"4" 1 B.O.POCKET 13 12 1 T.O.SLAB @(-)24" 4"8"4" S103 I • 1 1 -I 12 1 NORTHFORK o� 1 (- 28 1/2" 14 - - - 1 S103 1 1 POLISHED CONCRETE FINISH SLAB I M (-)24 S103 S103 I I S102 - - - - - - - - - - - - - - - - - - - - _ co to I 19 s1o3 I I f— ❑ 1 I 4, 16 I 00 c`�.i I 1 T.O.FTG.1 1 T.O.FTG.@ PIER,TYP. o lr S103 l n n l _ I I T.O.FTG. I �, I 6n I I II I I RESIDENCE (-)73112 I I �24x24 J - - - - - - - - - - - - - - - - - - T.O.FTG. I I I 22 (-)60" I I I F- m Il T.O.SLAB STEP (-)60 I I Jk T.O.PIER,TYP. 1 I 9 T.O.FTG. (-)125" T.O.STAIR LANDING I a I S103 I I iv I N g I " I I (-)151/4 _ r _ _ i� M 1 S102 (-)125" N M (-)1041/4" I I M T.O.FTG. o I J I 24 (-)30 I I I I I 1 1 23 I U) N I " I I I I I 1 Q, I w I S103 I I I I I I lrn l S103 I i I (-)125 - - - 1- - - - - - J L - - - - J 1` - -I 3'�6" - - - - - - - - Zn _J c~n L - - - - - - - - - - - - - - - - - J �24"x24" o �24"x24" L - - - - - - - - - - - - - - - - - - .`° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 11" 3'-3" L - T - - - - 12" I o N � G�J Q I � T.O.W. - 3" a) T.O.W.(-)3" T.O.W.(').3nf T.O.W. 3" ih T.O.W. - 3" M c,f M T.O.W. 3" 1 - - - - - - - - - - - - - - - - - - - - - - —e - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - J- - - - - I 04 5250 VANSTON ROAD T.O.FTG. T.O.FTG. T.O.FTG. - - T.O.F�60 T.O.WALL 1 CUTCHOGUE, NY, 11935 (-)125 (-)125 1 (-)125 1 g 20 T.O.FTG. T.O.FTG. 20 20 2 T.O.FTG. S102 S103 S103 (-)90 (-)60" S103 S103 () S102 (_)60„ (-)36" 52'-11 1/2" r 13'-6 3/4" rr V-1" rr 14'-3" 8A 1/4" 5'-11 1/2" LakelFARCHITECT C L L 331 Third Streettects,INC San Antonio,TX,78205 (210)679-2327 100'-11" CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 (631)726-7600 LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 (212)796-5087 TRUE PROJECT STRUCTURAL ENGINEER NORTH Benson Woodworking Company,Inc. 6 Blackjack Crossing .� FOUNDATION PLAN - MAIN HOUSE Walpole,NH 03608 SCALE: 1/4"=V-0" (603)439-2016 M/P ENGINEER Ripcord Engineering Inc. PO Box 4175 Portland,ME 04101 (207)835-4060 LIGHTING DESIGNER byrdwaters DESIGN,Ilc 3939 Black Gold Dr Dallas,TX 75247 (214)460-2673 FOUNDATION SPECIFICATIONS GENERAL SPECIFICATIONS GENERAL NOTE 1: -The building footings have been designed using an assumed minimum allowable soil bearing pressure of 3000 psf. DATUM(0'-0")IS TOP OF FIRST FLOOR FINISH. ALL FOUNDATION -All footings, post pads,and slabs are to be poured on undisturbed soil or well-compacted fill,or pinned to cleaned ledge. ELEVATIONS ARE GIVEN RELATIVE TO THIS BENCHMARK. -All footings are to be placed below frost line 30" and stepped,as required by local building code. h -Foundation walls are to be plumb, square,and sized to within t 1/4" of relative elevations shown on plans. BENSONWOOD CONCRETE SPECIFICATIONS GENERAL NOTE 2: -Concrete used in footings,post pads,foundation walls, piers,and slabs shall develop a minimum compressive strength of ALL FOOTINGS TO BE AT LEAST MINIMUM DEPTH BELOW FROST 6 BLACKJACK CROSSING 3000 psi in 28 days, LEVEL,AS PER LOCAL CODE(30").ALL FOOTINGS SHALL BE WALPOLE,NH 03608 USA unless otherwise specified on drawings. EXCAVATED TO ORIGINAL UNDISTURBED SITE SOILS,AND PIIONE:(603)756-3600 -All concrete shall be placed and cured in accordance with ACI standards. SHALL REST ON A 6"LAYER OF COMPACTED CRUSHED STONE FAX: (603)756-3200 -Concrete shall not be installed when subject to freezing temperatures, unless following ACI procedures for curing under such OVER UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL EMAIL:info@bensonwood.com adverse conditions. -Hydraulic Cement substitutes as defined in ASTM C-618 shall be used in the redi-mix up to the limits defined below,except in WITH A MINIMUM ALLOWABLE BEARING PRESSURE OF 3 TONS slabs;do not use hydraulic cement substitutes in concrete for slabs: PER SQUARE FOOT.FOOTING ELEVATIONS SHOWN ACCOUNT Class F Fly Ash 10%to 20% FOR ESTIMATED DEPTH OF EXISTING FILL FOUND IN Class C Fly Ash 15%% o 2 % GEOTECHNICAL INVESTIGATION,VERIFY IN FIELD. Blast Furnace Slag 20/o to 30/o -Vertical contraction joints for full height walls to be located 15 feet from interior comers (minimum) and spaced 30 2019.05.15 LIF PROD.NO. 17086 feet center to center(minimum),or as shown on plans. Joints are to run from footing to top of wall, and be formed on both sides GENERAL NOTE 3: of the foundation wall. DO NOT BACKFILL BASEMENT WALLS TO GREATER THAN 4' PROJ.ARCHITECT DE DRAWN BY: EC -The exterior side of the joint shall be caulked with a chemically curing thermosetting joint sealant (such as DEPTH UNTIL BASEMENT SLAB IS POURED AND CURED TO polysulfide, polyurethane or silicone)that will remain flexible after placement. After the groove has been caulked, 28-DAY STRENGTH AND FIRST FLOOR DECK IS FULLY a protective cover such as a 12" wide felt strip shall be placed over the joint below grade. FASTENED. DO NOT BACKFILL RETAINING WALLS ABOVE -Mix specifications for finish slabs shall be coordinated with the Architect of Record. ELEVATION OF BEDROOM SLAB UNTIL BEDROOM SLABS ARE SET ISSUE DATES -Concrete finish (e.g. polishing, board-form) shall be coordinated with the Architect of Record. POURED AND CURED TO 28-DAY STRENGTH. DATE ISSUE 2018.10.12 BID SET REINFORCING SPECIFICATIONS GENERAL NOTE 4: 2019.05.15 PERMIT SET - TRUSTEES REV -Reinforcing bars (rebars) shall be ASTM A615-GRADE 60. Lap splices shall be a minimum of 24 bar diameters (12"for#4 rebar) long. BUILDER TO PROVIDE ADEQUATE FOOTINGS AND PIERS FOR -At all foundation wall&footing corners, horizontal bars are to be made continuous around the corner. Bend bars as required,lap STAIRS AT EXTERIOR DECKS AND PORCHES. splices to be a minimum of 24 bar diameters. -Welding of reinforcing shall be performed in accordance with AWS D1.4 Structural Welding Code-Reinforcing Steel, using low-hydrogen electrodes. GENERAL NOTE 5: REBAR INSPECTION:ENGINEER OF RECORD OR DESIGNATED FASTENERS REPRESENTATIVE SHALL INSPECT REINFORCEMENT BEFORE -Embedded anchors are to be supplied by builder and installed in locations indicated on S101. Embeds are detailed on S102 and FOOTINGS&WALLS ARE POURED. S103. -Any Simpson Strong Tie Titan bolts and/or threaded rod anchors shown elsewhere in this drawing set will be installed by BWC. -Simpson Strong Tie Titan bolts shall be mechanically galvanized (HMG) or stainless steel. GENERAL NOTE 6: -Adhesive anchors: REFER TO MECHANICAL DRAWINGS FOR RADIANT SLAB REVISIONS • -Interior anchor rods&hardware shall be Grade 36 steel,ASTM F1554 Grade 36 or ASTM A307. Exterior anchor rods and hardware shall be hot-dip galvanized or 316 stainless steel (ASTM 593). HEATING. DO NOT RUN RADIANT TUBES OVER INTERIOR -Adhesive shall be HILTI HIT-HY 200(-A or-R) epoxy. Follow all manufacturer instructions for application FOOTINGS OR SUB-SLAB FROST WALLS,EXCEPT IN HALLWAYS NO. DATE DESCRIPTION conditions, hole preparation,and cure time. OR OTHER AREAS WHERE FASTENERS WILL NOT BE PLACED -Site welding of steel components to embeds shall be coordinated by BWC.Welding drawings for all site welds shall be reviewed INTO SLAB BY OTHER TRADES. by the engineer of record prior to fabrication. INSPECTION OF REINFORCING &HARDWARE Reinforcing shall be inspected by the Engineer of Record or designated representative before pouring footings and walls. At time NOTE: of inspection,formwork must not obstruct access to reinforcement. THIS DRAWING DOES NOT CONTAIN ALL INFORMATION INSULATION AND VAPOR BARRIER NECESSARY FOR CONSTRUCTION. REFER TO ALL DETAILS, -All sub-slab and frost wall insulation shall be NEOPOR PLUS GPS TYPE IX in accordance with ASTM C578 with a nominal R value SPECIFICATIONS,AND NOTES. of 5/inch. APPROXIMATE CONCRETE VOLUMES FOR THE -Vapor Barrier shall be 10mm polyolefin resin in accordance with ASTME1745 and ASTM F1249, such as Stego Wrap Class A or FOUNDATION ELEMENTS SHOWN IN AXONOMETRIC: approved equivalent. PERMIT SET -Vapor Barrier shall be left at least 24" long or taped at slab edge as detailed. BWC will place under PT sill and will perform finish GRID LINES cut. FOOTERS: 46 CY WALLS: 73 CY DETAILS FINISH WALL(MA) 0.5 CY -Sub-slab preparation, dampproofing or waterproofing, any sub-slab electrical, plumbing or radon piping, and all BASEMENT SLAB: 13 CY footings and floor drains to be coordinated by General Contractor. 1 DETAIL NUMBER -Contractor to provide and install foundation vents per applicable codes. UPPER SLAB: 19 CY S 1.3 REFERENCED DETAIL SHEET HEARTH SLAB: 1 CY HOUSE It is the responsibility of the foundation contractor to carefully review all working drawings and details for accuracy and consistency. Only BASEMENT STAIR: 1.5 CY drawings marked "FOR CONSTRUCTION"shall be used for construction work. Benson Woodworking Company cannot be held HALL STAIR: 0.5 CY FOUNDATION responsible for work initiated incorrectly due to misunderstanding or misinterpretation. If there are any questions after foundation plans PIERS: 1 CY have been reviewed,please call Unity Building Technologies before initiating any work. The Benson Woodworking Company office number is:(603) 756-3600, The phone is answered Mon-Fri, 8am-4pm, eastern time. NOTE:THAT THIS IS AN APPROXIMATE VOLUME FOUNDATION SPECIFICATIONS ONLY,AND THAT BWC TAKES NO RESPONSIBILITY -FOUNDATION DIMENSIONS ROUNDED TO NEAREST 1/4" PLAN FOR ANY USE MADE OF THIS INFORMATION. -FLOOR AND DECK FRAMING DIMENSIONS ROUNDED TO NEAREST 1/8" -SITE CONDITIONS MAY AFFECT ELEVATIONS OF FOOTINGS. FOR PERMIT] u 'ry H I� L LJ a N LO q 0) x E J 0 WU) N O WQN U III X o 0 iLU) ~ N co LL 4— ....�� 0 Lf) N " M Y W ZM (0 I-, OM `; 103=2 3/16,, r I"- ti rZN ?� M < N Za 20 20 2 4 r S102 S103 S103 S102 S102 d N 14'-611116" J (1} LL co uvu r - - -, � - - - II I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - -a o I I 1 25 APPROXIMATE LOCATION S103 I I ` - - - - - - - - - - - - - , - - - - - - - - - - - - - -`v I r - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - � S103 FOR LIFER GROUND I � I I I � I 24 I I �N rn ILob A. N I I 10 SEE ELEVATION 1 r l I I I 11 1 II12 I I I I FOR CONCRETE I I I I 15 I I I I S103 S102 SHEAR WALL DETAILS 7 I M I I I S103 I I C, I 4"_ I I C07C?5 I SEE ELEVATION S102 " I I I I 7 7 I FOR CONCRETE 6 I I I 6 SHEAR WALL DETAILS S102 1 10", 1 1 I L _ I I I I I I II I I - - - - I a ..I............................... . --...............-- .... -- . -- -- . -- . . ... -- .............................. ...................................--- ---- ---- -- -- --....._............. -- ......I ........ .. . . -- ...................................... 1......... ---- - 21 I I I I _ I 101, I I I I S103 I I I O I I I j I I JI I L.................IF' I 1 I I ......................................................... ... . .................... .. .. .... 17 I I I I I � 6" l I S103 I 4 _ I I I S102 I M tr^ I I 1 g 15 I I I d I I S103 IIIII IIIII 1213 3 S103 S103 11 _ S S10 2 NORTHFORK - - - - - - - - - - :Mt - - - - - r co L - I I I I I 0" I t RESIDENCE S S102 I I I I I I I I I I 24 I I - - - 1 >771�j l r 23 I I I I I I I I I I I S103 I I O I O 1 I I S103 1 in I I I — J L - - - - Jq " �. I— — — — — — — — — — — — — -� L — — — — — — — — — — — — — — — — — J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i _ L - - I- - - - - iv ` 6 J lij L I 1n�nn - - - - - - - - I Ll '_ . ................. N I~ 7777 - 10" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - 1-- - - - - - - - - - 18 20 I ; 5250VANSTON ROAD - - - - - 20 - - - - - - - - -20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I CUTCHOGUE, NY, 11935 1 2 S102 S103 S103 SS 03 S103 S102 ARCHITECT LakelFlato Architects,INC 331 Third Street San Antonio,TX,78205 (210)679-2327 CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 (631)726-7600 LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 (212)796-5087 TRUE PROJECT STRUCTURAL ENGINEER NORTH Benson Woodworking Company,Inc. 6 Blackjack Crossing FOUNDATION DIAGONALS - MAIN HOUSE Walpole,NH 03608 2 SCALE: 1/4"=V-0" (603)439-2016 M/P ENGINEER Ripcord Engineering Inc. PO Box 4175 Portland,ME 04101 (207)835-4060 LIGHTING DESIGNER byrdwaters DESIGN,Ilc 3939 Black Gold Dr Dallas,TX 75247 (214)460-2673 /�BNENSONWOOD 6 BLACKJACK CROSSING WALPOLE,NH 03608 USA PHONE:(603)756-3600 FAX:(603)756-3200 EMAIL:info@bensonwood.com 2019.05.15 LIF PROJ.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: EC SET ISSUE DATES DATE ISSUE 2018.10.12 BID SET 2019.05.15 PERMIT SET - TRUSTEES REV REVISIONS NO. DATE DESCRIPTION PERMIT SET HOUSE - FDN. DIAGONALS & EMBED LAYOUT FOR PERMIT vs 101 u T.O.WALL s ° ° SEE S100 " " „ INTERIOR BOARD-FORM FINISH WALL 4 3 9 (ON NORTH SIDE(GRID MA)ONLY).TIE 10 MIL VAPOR BARRIER,LEAVE AT LEAST r p t- TO MAIN WALL wl NON-METALLIC TIES, D 24"LONG FOR SITE CUT BY WALL PANEL a v , E.G.THERMOMASS TIES,FIBERGLASS 1-1/2"0 9" NSTALLER N CIO EBAR,OR SIMILAR #4 BAR @MAX 12"BELOW T.O. 16" CO C37 6 OF CLEAN COMPACTED GRAVEL M o WALLT. i v GRADE 2" SEOE S 00L o T.O.WALL 2" SET.OE S OOL N W {i} N v v v 5 BARS @ 18"o.c.HORIZONTALLY z_ SEE S100 v v v #5 BARS @ 18"o.c.HORIZONTALLY W Q N U N tYXci O O O 4"RIGID POROUS PIPE ° ° Z ° ° ° ° ° PATIO r 0 o OR RADON MITIGATION � o 0 o o co "RIGID INSULATION ON WALL \ ° \ 0 0 0 0 0 0 O 0 0 0 W i v )o o 0 00 4"RIGID INSULATION UNDER SLAB v v v v 0 00 C 0 0 O O 1 1/2"RIGID INSULATION v ° v ° v LL � f.. N t0 O o 000 0 000 10 MIL VAPOR BARRIER UNDER SLAB, - ° ° 6"THICK CONCRETE SLAB w/ ° ° 0 000 0 0p 0 0, 6"THICK CONCRETE SLAB w/ u- �+- 0 0 0 °0 0 0 SEALED TO WALL w/STEGO TAPE GRADE 6x6xl0 GAUGE WWM 0 o O o 0 6x6xl0 GAUGE WWM ° ° ° GRADE 0 O O . 0 O O O O O ° ° ° nrrrrrrr�r (�" — ° v d 00 0 0 C 0.0 _#5 BARS @ 18"o.c.HORIZONTALLY ° v ° v v O o o O o 0 0 v v v 'Y 0 0 0 00 0 0 5 BARS @ 24"o.c.VERTICALLY o 0 0 0 0 vo 0 0 0 0 0 0 0 0 0 o C #4 BARS @ 48"o.c.BENT VERTICAL, = z ° O 0 0 0 o C ° ° O O 0 0 0 ALTERNATING DIRECTION,EXTEND _ _ �. O Or) o o n o 0 0 v O v v 0 4"RIGID INSULATION UNDER SLAB ) o 0 O O O O o 0 0 0 0 NTO FOOTING,TYP. v 0 0 v o 0 v l 0 o I— �•. v v ° Oo o000 po0' 0 000 v ° v 0 0000 p00o OC 4"RIGID INSULATION wl 10 MIL VAPOR v ° v ° ' 0000 0000 C r Z N O o O 0 0 0 T.O.BEDROOM SLAB n 0 0 n 0 0 n 0 C ARRIER O O r ° O 0 O 0 CLEAN GRAVEL BACKFILL ° ° ° 0 O O o 0 SEE S100 0 0 0 O 0 0 0 0 o O ¢ N 0 0 0 o o �� O O o O O o 0 10 MIL VAPOR BARRIER UNDER SLAB, 0 0 0 o C 4"RIGID POROUS PIPE ° 000 O o000 ' /�o O o O o WATERPROOF MEMBRANE TO TOP OF O O OR RADON MITIGATION 0 o O O o O C �1 Z p v )o O 00 0 0 0 '` SEALED TO WALL W/STEGO TAPE ° O ° ° `i WALL v v v v O 0 0 0 O 6"OF CLEAN COMPACTED GRAVEL v v v o C o 00 C o Oo PATIO z N O 0 C 4444 00 0 0 C o O , 10112" g" - 0 0 0 - 1l2"0 0 O CLEAN GRAVEL BACKFILL #5 BARS 24" 0 0 O O o C O 0 0 ° ° ° 0 0 0 0 O o C (/� tL O O o 0 O O O O O C @ o.c.BENT VERTICAL, ° ° 0 0 0 0 o 0 0 T.O.FTG. O 0 O 0 O O 0 0 O 0 0 0 ALTERNATING DIRECTION,EXTEND 4 ABOVE FOOTING,TYP. v ° ) o 0 0 O o O SEE S100 0 0 O C O OMilli .. 0 0 0 0 O o O O O v 00 0 00 O O , ° ° ° ° ° 0 00 0 00 0 i ° ° a 0 00 0 00 i 000o0000000 o v0 vo v v Ooo0o00001 �' v v v v v 0000 000 0 00 v v v o000 COOL .)o 0 00 0 00 C " 0 O O 0 0 O ° ° O o 0 0 0 O O O o 0 4 THICK CONCRETE SLAB w/ O O o O O O 0 ° ° ) 0 0 0 O O o O 0 C 0 0 o 0 0 6x6xl0 GAUGE WWM O O o 0 0 0 0 0 0 O 0 0 0 C 0 0 0 0 0 0 0 00 0 00 O o O A 000000 ° 0000000001 N ° ° ° ° ° Oo0 000 0I ° ° ° COO 000 3" ' z )o o 0 0 0 0 0 O HIGH-STRENGTH FOAM @ SLAB EDGE, 0 0 0 O v ) 0 C 0 0 00 #4 BARS W/STANDARD HOOK MIN. v v v v v (2)#4 BARS CONTINUOUS ALONG 0 0 0 O 0 C v v v o 0 0 o C OAMULAR 1000 OR EQUIVALENT ( 0 0 0 0 0 O 0 0 0 0 #4 BARS w/STANDARD HOOK(MIN. BEND o 3" 24"o.c.VERTICALLY. �i1ri��v1�ilrr_� '' ---------FOOTING LENGTH BEND o 3") 24"o.c.VERTICALLY. N 00 0 0 00 O O 00 O T.O.BASEMENT SLAB a HOOK UNDER LENGTHWISE ° ° ° MIt�' ° ° o- HOOK UNDER LENGTHWISE �- 07-''1 ° *, p ^ n O SEE S100 g FOOTING BARS,EXTEND 24"MIN. > g " o ) 0 0 0 0 0 O ° COVER ° ° O o 0 0 0 0 o C ° o: 0 0 0 0 0 0 0 FOOTING BARS, EXTEND 24 MIN. w ABOVE FOOTING �N O O 2_6 0 O o O o 0 O N o O O ABOVE FOOTING / \ O O CAPILLARY BREAK b!t 0 0 O " v v v 4 , O O O O FOOTING AND WALL, #4 BARS HORIZONTALLY @ 24"o.c. Z 0 0 0 o O' 00 0 00 0 0, o 0O O O0 p n GRACE VYCOR OR ° ) o 0 0 0 O (3)#4 BARS CONTINUOUS ALONG O O O O C ° ° z ° o O O O (3)#4 BARS CONTINUOUS ALONG " t `v 101/2" 9" O �101/2" O O O EQUIVALENT 16 1l2" 9", 16 1/2 0 TING LENGTH O Og 112„ o 0 16" O o O O 16 1/2" 0 TING LENGTH t 4_�� O O L FILTER FABRIC ^ O O � - - - O O O v •O no00 n�0 � 000 ,.000 ..0 v v v nOoO �o001 QOiu�S r O o O 00 . ° ° . ° ° - " ° . ° • ' O O O O (2)#4 BARS ° ° ° ° ° ° ° ° O O O 0 ° ° ° ° ° L4 _ ° 0 O O 0 i CONTINUOUS ALONG ° ° ° ° ° ° - - �0 O v v v v v O O O O FOOTING LENGTH O O O O OO O O Oa ° ° ° °v v v v v v3/4"-1"WASHED ° ° ° ° ° ° ° OO � O O O ° ° ° ° ° ° 00 O _ CRUSHED STONE O O O v— 4"RIGID POROUS PIPE v v v 11"MIN. v v ° 0 O v v v v v " v v ° O O O O U O DRAIN TO DAYLIGHT OR M. O O 11 MIN. ' O DRY WELL,TYP. NORTHFORK .� �BASEMENT WALL RETAINING WALL BEDROOMS 3FROST WALL W/ SHELF MASTER BEDROOM 4 EXTERIOR RETAINING WALLLE: 1 1/2"=1'-0" ALL NOTES TYP. U.N.O. SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" RESIDENCE io 5'-5114" 6" 4'-9 3/4" 4'-9 3/4" 7" 5'-41/4" N p M M in in 12" 11/2" 11/2" T.O..WALL I" e o e Io aI 5250 VANSTON ROAD SEE S100A. 10 mil VAPER BARRIER CUTCHOGUE, NY, 11935 v v 5 BARS @ 18"O.C. '--,,—VERTICAL#4 BARS v " v " . " v 6` v v #4 ANCHOR TENSION ° °O ° REINFORCEMENT EMBED WITH 5l8" "HAUNCHED SLAB WELDED STUDS ARCHITECT — ° — BAR CENTERED IN HAUNCH LakelFlato Architects,INC 331 Third Street 0 0 0 0 0 0 0 )O O 0 0 o i San Antonio,TX,78205 00 0 0 00 (210)679-2327 v v ° BARS @ 18"O.C. 0 0 0 v 0 v 0 v 0 v 0 v 0 0 o RADON PIPE TO GO BELOW HAUNCH Coo 000 coo 000 00 o n AS TO NOT INTERFERE WITH RIGID —INSULATION AND VAPOR BARRIER CIVIL ENGINEER BARS @ 18"O.C. 00 - 0 The Raynor Group,P.E.&L.S.PLLC 0 0 0 0 O O 0 0 860 Montauk Highway,P.O.Box 720 0 0 0 o o — O " O U O O " -0 0 0 0 p 631)26-6 0Water Mill,NY 11976 2 CURTAINS ILL COMPACTED 4"THICK CONCRETE SLAB w/ ARS @ 18"o. . 6x6x10 GAUGE WWM 0 0 0 0 0 0 00 0 0 0 0 LANDSCAPE ARCHITECT v (18)#5 BARS 0 0 O 0 O O O CCC 0 0 O Margie Ruddick Landscape 2 URTAINS n n n n 11 Neperan Road Unit 6 ° ° STIRRUPS @ 18"O.C. 5 BARS @ 18"o. . Tarrytown,NY 10591 (212)796-5087 ° a a ° ° ° v \� v v v v HAUNCHED SLAB IN BASEMENT SCALE: 1 1/2"=V-0" STRUCTURAL ENGINEER 12" Benson Woodworking Company,Inc. 14"° ° 6 Blackjack Crossing v v v v v v v v Walpole,NH 03608 (603)439-2016 o 0 0 o i 10 mil VAPER BARRIER M/P ENGINEER 1 0 o ° ° ° ° °I O o 0o O v v v v v 0 0 \ v v v v v v Ripcord Engineering Inc. 0 0 ° ° ° ° ° O O PO Box 4175 Or) n 0 ° ° 10"HAUNCHED SLAB Portland,ME 04101 ° a a ° a ° ° (207)835-4060 _ BAR CENTERED IN HAUNCH LIGHTING DESIGNER v v v v v v d O O oo O 0 00 0 n 0 0 0 0 o n N NZ o o O o 0 byrdwaters 3939 Black GoldIGDN,Ilc 2"MIN. ° ° ° ° ° ° 0 O O o o O " 0 0 RADON PIPE TO GO BELOW HAUNCH COVER v v v v v I SLAB NOT SHOWN o O o 0 0 0 0 O O p 0 n AS TO NOT INTERFERE WITH RIGID Dallas,TX 75247 NSULATION AND VAPOR BARRIER (214)460-2673 t7 v v v v v 0 0 0^0 0 ^ v ^ v ^ v ^ v ^ v ^ 0 0^0 0 N v � � v ILL COMPACTED • . • • 0 00 O 00 O � O 0 �00 , • r' COVTR , ' ° O0 0 00 0 00 0 OD STIRRUPS @ 18"O.C. CONCRETE SHEAR WALL STAIR - SECTION 18)#5 BARS 5 6 CONCRETE SHEAR WALL STAIR - ELEVATION 8 �HAUNCHED SLAB IN BEDROOMSCALE: 1 1/2"=V-0" SCALE: 1/2"=1'-0" LE: 1 1/2"=1'-0" 6 BLACKJACK CROSSING WALPOLE,NH 03608 USA 7114" 10'-8 314" 9'-6" 8" PHONE:(603)756-3600 00 O N EMAIL:info@bensonw od.com N 2" T.O.WALL SEE S100 �" o� \ ,. ;: \ �" "I X ,. ;: X " 2019.05.15 LIF PROJ.NO. 17086 v v �ORCH FRAMING NOT SHOWN VERTICAL#4 BARS \—REINFORCEMENT HEAR ANCHOR PROJ.ARCHITECT DE DRAWN BY: EC,FB #4 BARS ° ° ° v v GRADE SET ISSUE DATES ° ° ° EMBED WITH 5/8" DATE ISSUE WELDED STUDS 2018.10.12 BID SET 2019.05.15 PERMIT SET — TRUSTEES REV v v O U O 0 0 0 0 0 5 BARS @ 18"O.C. • 0 0 o I I v v 00 00 , I l I a, 0 I O o O iv 0 0 Oo I I I I 1 O 0 O O ' BARS @ 18"O.C. I I REVISIONS 0 00 o CI 1 I NO. DATE DESCRIPTION v ° ° 0 0 0 C BARS @ 18"O.C. 2 CURTAINS I o IBARS @ 18"o.c. 0 O o 1 o 00 0 I 0 0 00 0 o I v 00 000 • _ o o O 0 C I 2 CURTAINS • 5 BARS @ 18"o. . 0 0 0 o 0 4"THICK CONCRETE SLAB w/ I I 0 —Ono 6x6x10 GAUGE WWM 0 00 0 0 . 0 0 CC 0 T.O.BASEMENT SLAB I I ° ° ° - ° o nOoo oC SEE S100 PERMIT SET v v O O O ° ° 000 O000 O00O a 1 I HOUSE - _ I iN_Z I 4)#5 BARS O v v v � v v � � FOUNDATION 0 DETAILS BAR$HORrZON LLY�18 (4)#5 BARS BARS @ 18 O.C. v v v v v v �• �� 9 CONCRETE SHEAR WALL PORCH - SECTION CONCRETE SHEAR WALL PORCH - ELEVATION SCALE: 1 1/2"=1'-0" � 0 SCALE: 1/2"=1'-0" FOR PERMIT] 02 U 6"THICK CONCRETE SLAB w/ 6x6x10 GAUGE WWM 4"THICK CONCRETE SLAB w/ r 6x6x10 GAUGE WWM N 1/2"THICK ASTM A36 STEEL PLATE 6"THICK CONCRETE SLAB w/ CO 1/4"ASPHALT EXPANSION JOINT EMBED,SEE S101 FOR DIMENSIONS T.O.SLAB 8x6x10 GAUGE WWM ° SEE S100 x F-- h. E T.O.WALL T.O.WALL a\' °' ° \ 12n /\ ° \. ° ,\ ° o 111 tN p v v v SEE S100 �' SEE S100 v v 10mil VAPOR BARRIER CUT OUT FOAM OVER WALL,AND W Q N U LLOW SLAB TO POUR INTO IT ° \/ • ° \/ ° \,' ° ° "RIGID INSULATION UNDER SLAB ° ° ° 8^ 5/16" #4 BAR WELDED TO EMBED IN SHOP. X O WELDED BAR SHALL BE ASTM A706 STEEL, T.O.FTG. T.O. o ° 10 MIL VAPOR BARRIER UNDER SLAB, UNLESS OTHERWISE APPROVED BY THE ° v v v v iv SEALED TO WALL w/STEGO TAPE v v SEE S100 ° v ° v ° v v ° v ° v ° SEE S100 (/� },,, N co ENGINEER OF RECORD.FABRICATE BAR 6"THICK CONCRETE SLAB w/ 36"LONG FOR SITE CUT TO LENGTH CUT FOAM FOR SLAB TO POUR IN \% \ \ \/ \ \ C) u' 4.- ° 6x6x1 O GAUGE WWM ° \ (2)#4 BARS HORIZONTALLY ALONG CL� LO 0) ° ° ° a ° - ° ° ° ° ° ° a ° ° 5" 4" 0 0 0 0 0 0 0 STRIP FOOTING LENGTH :EED10 MIL VAPOR BARRIER = M T.O.MASTER BEDROOM SLAB v � v v .v � — Z M � 0 0 0 0 O ° ° ° ° SEE S100 ° LAP AND TIE EMBED BAR TO HOOKED BAR • ° ° O 00 0 0 C \, \," TIE LOWER SLAB TO WALL w/#4 BARS 24" a EXTENDING UP FROM FOOTING T.O.WALL ~ O o /\ n ° ° ° ° ° MIN. ° SEE S100 r ~ p pop p c v v v O.C.,EXTEND BARS 24 INTO SLAB v v v M 00 0 0 0 7" REINFORCEMENT > WALL(THICKNESS VARIES,SEE S100) COVER v v r Z N O 0 0 0 0 � ° ° • � ° I SEE S100 p 00 0 p 00 ° - ° ° 2)#4 BARS HORIZONTALLY. d Z O LU O 0 O v v v v `� r O 00 0 0 ( v v N INTERIOR STRIP FOOTING '[C N p 00 0 p 00 c ° ° 00 0 p 00 0 p 00 C ° 1 3 SCALE: 1 1/2"=1'-O" ° ° (�} (�„ 00 O 00 I 00 0 00 0 p0 O O p 0 0 ° ° 0 00 0 00 0 0 C ° v _ #4 L BARS 24"o.c.BENT v v v 0 p�p 0 0 coo 0 0 0 0 O 0 0 0 ALTERNATING DIRECTIONS INTO 4 THICK CONCRETE SLAB wl ° ° 0 O O I ° ° FOOTING - ° " ' 0 0 p 0 0 n #4 BARS 48"o.c.BENT VERTICAL, 3 RIGID INSULATION ON WALL FOOTING VARIES, SEE APPLICABLE x6x10 GAUGE WWM @ 1 0 0 0 010 1/2" C ° 9", 10112" DETAIL FOR LOCATION PER S100 T.O.SLAB ,F¢� ALTERNATING DIRECTION,EXTEND SEE S100 INTO FOOTING,TYP. pO00 pcp( /\ / �� 12' �\ \ /\ 10 MIL VAPOR BARRIER 1 ` T.O.FTG. T.O.FTG. ° °c1 ��&1 U,4�""r��> N v v v v v SEE S100 v v v SEE S100 • • • • • • • • • #5 BARS CONTINUOUS ALONG FOOTING, ° _ ° ° FT #4 BAR w/STANDARD HOOK, MIN. ° ° T.O.FTG. �$A.A, A€ 10 BARS TOP&BOTTOM.CONTINUE BEND a 3 . HOOK UNDER T.O.FTG. g INTO FULL WIDTH OF FOOTINGS AT EAVE ENGTHWISE FOOTING BARS. SEE S100 q 4 4 ° ° ° ° ° ° ° ° ° ° ° SEE S100 F v v v v v �glALL$, v v v v 12"x12"CUT FOAM POST LOCATIONS ° • ° ° ° CENTER OF FOOTING U.N.O.ON PLAN ° ° ° M BARS HORIZONTALLY @ 24 o.c. 11"MIN. ih ° ° #4 BARS HORIZONTALLY N ° v v v 9"O.C.BOTH WAYS v v v (2)#4 BARS HORIZONTALLY LENGTHWISE ° •_ _ ° LONG FOOTING n 2-6 MIN. � - - - - . COVER 4111 SEE S100 16" NORTHFORK SHEAR WALL FOUNDATION MASTER BEDROOM r� INTERIOR SHEAR WALL FOUNDATION- EMBED ANCHORAGE INTERIOR POST FOOTING INTERIOR FROST WALL FOUNDATION 1 1 SCALE: 1 1/2"=V-0" 12 SCALE: 1 1/2"=1'-O" 14 SCALE: 1 1/2"=1'-O" 15 SCALE: 1 1/2"=V-0" RESIDENCE FLOOR FRAMING BY BWC,SEE ARCHITECTURALS FOR CONCRETE 6"THICK CONCRETE SLAB wl TRANSITION TO FINISH FLOOR 1/4"ASPHALT EXPANSION JOINT 6x6x10 GAUGE WWM&10 MIL VAPOR BARRIER 8" 10 MIL VAPOR BARRIER b/t 4"RIGID INSULATION& REF ARCHITECTURALS FOR TREAD& 5250 VAN STON ROAD ° ° ° STEEL ANGLE BY BUILDER SLAB,SEALED TO WALL w/STEGO TAPE ---NOSING PROFILE,RISE&RUN #4 BARS @ 24' o.c.ALONG SLAB _, • " " " STEP, EXTENDING 24"MIN. INTO T.O.UPPER SLAB , UTCHOGUE, NY, 11935 fl 1 6 1 ' ° _ ° • COLD JOINT(OPTIONAL) SEE S100 ° 1n UPPER AND LOWER SLABS f 161/4" INSET SLAB FOR SHOWER \/ \/ ARCHITECT \ HORIZONTAL BARS 24"o.c. v v v .O.SLAB v v v BARS AT NOSINGS LakelFlato Architects,INC `,/ • REF ARCHITECTURALS FOR TREAD& EE S100 STEEL DECKING OR OTHER 331 Third Street ° ° NOSING PROFILE ° ° \/ \/ ° ° ° PERMANENT FORMWORK San Antonio,TX,78205 l'ti 11" i�- i CO `v 1 • ENEATH (210)679-2327 v v v 1 v t % • (6)#4 BARS ACROSS WIDTH OF CIVIL ENGINEER rr .0.INSET SLAB EE S100 STAIR,EXTEND INTO SLAB AT ynor Grou P.E.&L.S.PLLC TOP&BOTTOM OF STAIR The Ra p,860 Montauk Highway,P.O.Box 720 ° ° ° ° ° ° Water Mill,NY 11976 v v v � ' \ � v v 4"RIGID FOAM+10 MIL 3"RIGID FOAM @ SLAB EDGE SEAL VAPOR .� (631)726-7600 #4 BARS,24"O.C. ° • ° ° ° ° ° ° ° ° ° ° ° VAPOR BARRIER ARRIER TO WALL wl STEGO TAPE DOWEL BARS INTO SLAB @ BASE OF STAIR i 9n 2" ' �I LANDSCAPE ARCHITECT ° ° ° ° ° ° ° • v v v Margie Ruddick Landscape /� 11 11 Neperan Road Unit 6 T.O.SLAB V 3" Tarrytown,NY 10591 ° ° ° ° ° ° SEE S100 ° ° •24' TO END OF ^ (212)796-5087 •. EENT REBAR SEE S100 T.O.LANDING SEE S100 \. STRUCTURAL ENGINEER ° ° Gil • ° ° ° ° ° 6" ° ° ° #4 BARS 24"o.c.,EXTEND 6 Black Benson Woodworking ossknng Company,Inc. v v ° ' ,v ° 1 v ° 4 4 ° INTO LAST STEP DOWN TO Walpole,NH 03608 V v v v v v v vBASEMENT SLAB 1 T.O.WALL ° ° ° p O 0 p O 0 p O 0 SEE S100 ° / ° 03 439-2016 I� M/P ENGINEER 14" 0 0 0 0 0 0 0 0 l� TYP.BASEMENT WALL ° O p 0 00 0 00 0 ° ° ° ° - ° a ° v v v 00v j v v v v v v v v v v Ripcord Engineering Inc. 0 0 0 000 000 T.O.BASEMENT SLAB PO Box 4175 ° ° ° ^ —0 —0 ° . I ° ° ° ° ° ° ° ° ° ° ° ° SEE S100 Portland,ME 04101 2 3/8" 3 3I4" ffl] \ \/ \ \ \/' \i (207)835-4060 V /\ v • v — •v v • LIGHTING DESIGNER °• • - ° ° . ° ° byrdwaters DESIGN,Ilc #5 BARS CONTINUOUS ALONG FOOTING, 3939 Black Gold Or °' ° ° ° ° Dallas,TX 75247 (10)BARS TOP&BOTTOM.CONTINUE (214)460-2673 v v v v v �., INTO FULL WIDTH OF FOOTINGS AT EAVE v v v v v v v v v WALLS. ° ° ° ° ° MIN. ° - ° ° - ° ° - ° ° ° v v v v v v v i'� COVER v v v v v v v v v SEE S100 3 STIRRUPS 4"o.c.ALONG FOOTING v v v v v v v v v 1 6 HAUNCHED SLAB AND CONCRETE STAIR HALLWAY INTERIOR SHEAR WALL FOUNDATION BATH - SECTION Q CONCRETE STAIR BASEMENT SCALE: 1 1/2"=1'-O" 17 SCALE: 1 1/2"=V-0" 1 v SCALE: 1 1/2"=V-0" BENSONWOOD 6 BLACKJACK CROSSING WALPOLE,NH 03608 USA PHONE:(603)756-3600 FAX:(603)756-3200 EMAIL:info@bensonwood.com SEE S100 T.O.WALL v ° v ° v v ° v 6"THICK CONCRETE SLAB w/ SEE S100 6x6x10 GAUGE WWM REF ARCHITECTURALS FOR TREAD& 10" 4" ° ° OSING PROFILE,RISE&RUN FOOTING,SEE S100 FOR 1" ° ° ° SIZE AND LOCATION T.O.UPPER SLAB 2019.05.15 LIF PROJ.NO. 17086 24 TO END OF T.O.UPPER SLAB • PROJ.ARCHITECT DE DRAWN BY: EC " / v v v SEE 5100 12"PIER #4 BARS HORIZONTALLY HAUNCH SLAB OVER WALL o 9"o.c.BOTH WAYS 1 CO 2 v v v v v v N SET ISSUE DATES w ° ° ° U) ° r ° ° 10 MIL VAPOR BARRIER,SEAL TO WALL ° ° DATE ISSUE w/STEGO TAPE 2)#4 BARS HORIZONTALLY @ HAUNCH 2018.10.12 BID SET ° ° - ° - ° 2019.05.15 PERMIT SET — TRUSTEES REV 1 v v T.O.WALL_ v v v v T.O.LOWER SLAB ° ° ° ° 9n ° Op p O Op O SEE S100 _1 1 1/2 SEE S100 0 0 00 (2)#4 BARS HORIZONTALLY " _�i HAUNCHED SLAB ° ° ° 0 00 O4- 0 O 010 p 000 #5 BARS 24"o.c.VERTICALLY,BENT UP v v v v B.O.POCKET ° Q INTO SLAB REINFORCEMENT ABOVE #4 S BARS @ 24"o.c.-EXTEND 24"INTO SEE S100 I SEE S100 po0 O 000 0 3"RIGID INSULATION ON WALL UPPER AND LOWER SLAB EINFORCEMENT PLAN VIEW ELEVATION VIEW PLAN VIEW REVISIONS BEAM POCKET FOR TIMBER GIRDER 012 SLAB-ON-GRADE TO BASEMENT TRANSITION STAIR OPENING SLAB STEP AT MASTER BEDROOM NO. DATE DESCRIPTION T.O.PIER 2 Z SCALE: 1 1/2"=1'-O" 24 SCALE: 1 1/2"=V-0" ° ° SEE S100 REF ARCHITECTURALS FOR TREAD& v v GRADE 1n NOSING PROFILE,RISE&RUN ° ° ° ° T.O.LANDING SEE S100 EXTERIOR WALL(VARIES) ' , °\/ ° \� BARS HORIZONTALLY @ NOSINGS / v v v v v C 4 /\ . _ INTERIOR WALL(VARIES),TEES INTO p 6, 0 p n n BAR MINIMUM ' EXTERIOR WALL p 1 1 112" � #4 S BARS @ 24' o.c.-EXTEND 24 INTO . , ° ° ° ° ° )0 p O 0 e ° UPPER SLAB REINFORCEMENT PERMIT SET 3"RIGID INSULATION BETWEEN WALLS O 0 o O T.O.FTG. =' SEE S100 • z / v v v •v v v v v v v v v v T.O.FTG. P ° SEE S100 #4 BAR BENT VERTICAL 0 ° ° ° ° ° ° CENTERED IN PIER ° ° ° ° ° .o . a ' . ° ' . ° ' . ° ' . ° ' . ° ° ° T.O.BASEMENT SLAB Yi(o _ �S v v v v v v v v v v v #4 BARS HORIZONTALLY v v v v v v v SEE S100 9"o.C.BOTHWAYg \r \ \/ \/ \/ \/ � ' _ HOUSE EXTEND LENGTHWISE FOOTING BARS /\ /\ /\ /.; /\ ,� DOWEL BARS INTO SLAB @ BASE OF STAIR °o ° �0, ° ° ° ° ° ° ° INTO PERPENDICULAR FOOTING ° ° ° ° ° ° uj ' O w : °a o \��J� > 4"THICK CONCRETE SLAB w/ _ ' FOUNDATION ° - a ° - ° - ° - ° - ° ° ° ° ° i•� 6x6xl0 GAUGE WWM / °. � EXTERIOR WALL FOOTING(VARIES) SEE S100 ELEVATION VIEW -FOOTING BELOW DETAILS ° ° ° ° ° ° 20 VERTICAL THERMAL BREAK INTERIOR WALL TEE TO EXTERIOR 21 EXTERIOR PIER & FOOTING 23 STEP DOWN FROM STAIR LANDING TO BASEMENT SLAB UFER GROUND - V.I.F. LOCATION WITH ELECTRICAL PANEL SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" �� SCALE: NOT TO SCALE FOR PERMIT_ NOTE: NORDIC(1 3/4"AND LARGER MATERIAL)=24F-1.9E BLACK SPRUCE GLU-LAM NOTE: , NORDIC(1 1/2"MATERIAL)=13F-1.6E BLACK SPRUCE GLU-LAM THIS DRAWING DOES NOT CONTAIN ALL INFORMATION LAMCO=1.2F-1.6E SPF GLULAM DF GLU-LAM=24F-V8 DOUGLAS FIR GLU-LAM NECESSARY FOR CONSTRUCTION. REFER TO ALL DETAILS, r lf1 Lo SPECIFICATIONS,AND NOTES. FRAMING PLAN MAY BE SLIGHTLY REVISED UNDER t— THE SUPERVISION OF THE ENGINEER OF RECORD 4 N ONCE FINAL PANEL BREAK UP IS COMPLETE. ❑ =POST ABOVE(SOLID HATCH) A000) ® =POST BELOW("X"HATCH) x H, WAN O C - GRID LINES LU < N U � XQ O LL (f) N M 1 DETAIL NUMBER Q U_ 4- S-1.3 REFERENCED DETAIL SHEET 0 (;� - rrr�� tr? .Y -FOUNDATION DIMENSIONS ROUNDED TO NEAREST 1/4" = Z CO (0 -FLOOR AND DECK FRAMING DIMENSIONS ROUNDED TO NEAREST 1/8" H 0 -SITE CONDITIONS MAY AFFECT ELEVATIONS OF FOOTINGS. r H � ZN co < N ZQ < N F_ - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T- - - - - - - - - I- - - - - - - - - - - - - - - - - J 0) (L - - — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — ° I I 1 i 1 i I r - - — — — — — — — — — — G7i3o N O I l O l -1 N 3'-21/2" b 1 I 1 22'-1 7l8" 22'-7 5/8" I I 1 2 S201 (2)2x8 SPF No.2 HEADER OVER DOOR S201 2x6 FRAMED WALL WITH 7/116"OSB I 1 NORTHFORK 51/4"x 5114"NORDIC LAM POST I I ws. ;::-; ....z DOOR RO..... - � V51/2"xI RESIDENCE I �51/2"x 51/2"NORDIC LAM POST 51/2"x 51/2"NORDIC LAM POST I 5112"NORDIC LAM POST I x6 FRAMED WAL WITH 7/16"OSB ILO 01 1 O i 1 12'-0" 5'-6" 13'-1" 14'-101/2" `4- V-101/2"8" _ _ J L 1 t1UlJ .. + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 5250VANSTON ROAD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I CUTCHOGUE, NY, 11935 ARCHITECT LakelFlato Architects,INC 331 Third Street San Antonio,TX,78205 (210)679-2327 115'-7" 14'-l" 13'-6" TheRaynor ENGINEER 48 4'-0" 4'-0" 16'-0" &L.S.PLLC 16'-0" CIVIL'-0" 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 (631)726-7600 H° 8. LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 (212)796-5087 TRUE PROJECT STRUCTURAL ENGINEER NORTH Benson Woodworking Company,Inc. 6 Blackjack Crossing 1 MENT POST & STRUCTURAL WALL PLAN - MAIN HOUSE Walpole,NH 03608 (603)439-2016 MIP ENGINEER Ripcord Engineering Inc. PO Box 4175 Portia nd,ME 04101 ' (207)835-4060 4 INSULATED WALL:1 1/2"x 6 5/8"STUDS w/5/8" LIGHTING DESIGNER 5114"x 11 7/8"ANTHONY POWER 15 S201 ZIP EXTERIOR SHEATHING,7116"OSB 6 5 3 byrdwaters DESIGN,Ilc INTERIOR SHEATHING,21/2"SERVICE LAYER S201 S201 INSULATED WALL:2x8 STUDS wl 1 9/16"STEICO INSULATED WALL:2x8 STUDS w/1 9/16"STEICO 3939 Black Gold Dr EXTERIOR SHEATHING,7/16"OSB INTERIOR S201 EXTERIOR SHEATHING,7/16"OSB INTERIOR Dallas,TX 75247 PRESERVED GLULAM POST S202 1/2 x 11 1/4 NORDIC LAM POST 21/2 x 101/2 NO DIC LAM POST SHEATHING,21/2 SERVICE LAYER SHEATHING,21/2"SERVICE LAYER (214)460-2673 31/2"x 12 3l4"DF POST W 6x12 COLUMN " " " (2) PT 2x12 @ RIM . 31/2"x 14"DF POST 12 '� F7 S201 0 z CONCRETE STEPS x6 FRAME WALL WITH 7/16"OSB x4 FRAMED WALL WITH 7/16"OSB ti 0 26 T-5" 31/2"x 51/2"NORDIC LAM POST 31/2"x 11 7/8"ANTHONY POWER N S202 . . � PRESERVED GLULAM(24F-1.8E PT - - - - - -Ig- SYP),FLUSH-FRAMED IN DEC �� I BENSON 7"x 11 7/8"NORDIC LAM RIM 1 W6x15 COLUMN 2x12 PT SYP JOISTS 16 o.c. U.N.O. o I 10 WOOQ @ o 6 BLACKJACK CROSSING 64 v //I S201 WALPOLE,NH 03608 USA 31/2"x 14"DF POST c� W 6x12 COLUMN 21 13 I 0 I'" _ 4 " PHONE:(603)756-3600 INSULATED WALL:2x6 S202 S201 00 L EXTERIOR SHEATHING,716SOSB INTERIOR EMAIL:info@bensonwood.com 18 HSS2112"x 1 " " I o W " S202 2 /2 x 1/4 BRACE 11 7l8 NORDIC NI-80 I-JOISTS @ 24 o.c.,U.N.O. I - SHEATHING,21/8 SERVICE LAYER o C9 14 I � z _ I z z 2 S202 g g 1 c� a I o o --rt 11 S201 INSET SLAB FOR SHOWER PAN S201 S201 S201 2x6 FRAMED WALL WITH 7/16"OSB BELOW z a S202 a " 2019.05.15 LIF PROJ.NO. I7086 x6 FRAMED WALL WITH 7/16"OSB I ai I 3 x4 FRAMED WALL WITH 7/16 OSB 51/4"x 51/4"NORDIC LAM POST BELOW 51/2"x 51/2"NORDIC LAM POST BELOW I W6x15 COLUMN - PROJ.ARCHITECT DE DRAWN BY: EC 2x12 PT SYP JOISTS @ 16"o.c.,U.N.O. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ..... _..._....£ .�_.._.. _ I = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _1 - -1 `"� - 6 @ 24"o. .FRAMED WALL WITH 7116"OSB 51/2"x 51/2"NORDIC _ 1 5114"x 11518"NORDIC LAM GIRT BELOW 51/2"x 5112"NORDIC LAM POST BELOW 51/4"x 11 5/8"NORDIC LAM GIRT BELOW LAM POST BELOW 23 25 I _ 24 SET ISSUE DATES S202 1 S202 I S202 2x4 FRAM DATE ISSUE 22 I , � ED WALL WITH 7116"OSB S202 - - , 2018.10.12 BID SET 3112"x 14"DF POST I _C8xl 1.5 HEADER 2019.05.15 PERMIT SET - TRUSTEES REV HSS 31/2"x 3112"x 1/4" l lI 71/4"x 51/2"NORDIC LAM HEADER IN WALL OVER WINDOW �Q 17 16 COLUMN � . ... . ..._._ - S202 S202 � . 51/4"x 11 7/8"ANTHONY POWER (2)PT 2x12 @ RIM 21/2"x 91/2" 2 112"x 10112" - - 21/2"x 71/2" 51/2"x 51/2"NORDIC LAM POST PRESERVED GLULAM POST 31/2"x 12 3/4"DF POST NORDIC LAM POST NORDIC LAM POST 3 19 ORDIC LAM POST INSULATED WALL:1 1/2"x 6 5/8"STUDS w/5/8" 4 21/2"x 11 1/4"NORDIC LAM POSTLI___� 6 4 3 INSULATED WALL:2x8 STUDS w/1 9/16"STEICO 7 ZIP EXTERIOR SHEATHING,7/16"OSB S201 S201 S201 S201 S202 S201 EXTERIOR SHEATHING,7/16"OSB INTERIOR S201 INTERIOR SHEATHING,21/2"SERVICE LAYE SHEATHING,2A2"SERVICE LAYER INSULATED WALL:2x8 STUDS w/1 9/16"STEICO INSULATED WALL:1 1l2"x 6 5/8"STUDS w/5/8" EXTERIOR SHEATHING,7/16"OSB INTERIOR ZIP EXTERIOR SHEATHING,7116"OSB SHEATHING,21/2"SERVICE LAYER • REVISIONS INTERIOR SHEATHING,21/2"SERVICE LA�ER NO. DATE DESCRIPTION 11VLl� � LIV�� `V UVIJ IJl/IJV @o L1VIJ� PERMIT SET TRUE PROJECT 2 FIRST FLOOR FRAMING PLAN - MAIN HOUSE NORTH HOUSE- 1ST SCALE: 1/4"=1'-0" (T"� FLOOR SUPPORT PLANS FOR PERMIT V 'h u u, TIMBER POST,SEE PLANS 1l4"LEXAN SHIM 715/16" 8" pLO t- 1/2"SMALLER THAN POST 6 5/8" N CO ET.O.SLAB o00 00 00° o° 00 00, � d' SEE S100 °° °° 1 9/16"STEICO SHEATHING o 00 0 00 0 W N 11`11'50_10� 0 00 0 0c )0000 000 {�^ °°00°°000 1x3STRAPPINGOVER1/4" 00°000000 W N U 7/8 DIA.THREADED ROD DRILL& °0 0 00 0 . COROPLAST 12"o.c.,FASTENED w/ 0 00 0 00 0 ° EPDXY INTO CONC.5"MIN.EMBED. i o 0 0 0° o o° c 10 x 5"DECK SCREWS @ EACH STUD ° o 0 0 0 0° 1/4"COROPLAST 12"o.c. (BY OTHERS) X O (BY BWC) ; ' 0 00 0 0�o° 2x8 STUDS 24"o.c.w/DENSE-PACK o 00 0 00 0 5/8"ZIP SHEATHING W i o000°0 0 0° c CELLULOSE 000°0°°00" RIPPED 2x8 STUDS 24"o.c. w/ U) L_ N {o ° 0 00 0 00 0 0 00 0 00 o ENSE-PACK CELLULOSE a LL — 00000000c 7/16 OSI3 � 0000 0 4- � ' •. ,. •. pO0op00°p0° ^ °00pO0000, 7/16"OSI3 ^ " ° 0 00 0 00 0 1/2 SERVICE LAYER 0 00 0 00 0 1l2 x 11 1/4"NORDIC LAM POST a.r� � Utt� v 00000000c )10000000 _ co 0000100000° o°o°o°o°o 21/2 SERVICE LAYER i ° 0000000 0000000 + = Z ('0 f6 OOTING,SEE S100 0 0 0 0 0 0 00 c 7 0 0 00 0 00 pO°°p0°°pO° °°°pO°°pO + 0 c .� i 0 °0 0 °0 0 °C )0 0 0 °0 0 ° PRAY FOAM BY BUILDER + F— t-• ,} f�00 000 16d(a0.131"x 31/2")NAILS @ 4"o.c. TAPE WALL TO FOUNDATION w/ o o°0 0p0 N r- 0 0 0° o o° o� FENTRIM IS2 75mm TAPE, 1.15 o 00 00 0 ° 16d(00.131"x 31/2")NAILS @ 4"o.c. + STEEL TONGUE,FASTENS TO POST wl(6) r Z N 0 0 0 0 0 0 0 0 c FOLDED SIDE TO CONCRETE 0 0 00 0 00 + 1/4"x 2"USP SCREWS N °0°°°000 (TOBE,CONCEALEDBYSIDING) 000000000. - _ _ (r) `x 00000000; __ 0000000 + G7 ,� T.O.1 ST FLOOR FINISH T.O.1 ST FLOOR FINISH T.O.1 ST FLOOR FINISH 2 8 DATUM(0'-0") —� DATUM(0'-0") ° DATUM(0'-0") Q Z r POST BASE CONNECTION TO SLAB TAPE WALL TO FOUNDATION w/ M p 4 p 4 SPRAY FOAM BY BUILDER / SPRAY FOAM BY BUILDER d N 1 ,� FENTRIM IS2 75mm TAPE, 15mm 1 1/8"ADVANTECH SUBFLOOR '� SCALE: 1 1/2 -1-0 FOLDED SIDE TO CONCRETE W I (TO BE CONCEALED BY SI DING) ° GASKET/SILL SEAL ° ° : = 11 7/8"NORDIC NI-80 I-JOISTS @ 24"o.c. ° ° ° —STEEL BASEPLATE 1 1l4" ° ° 5/8"x6"TITEN HD ANCHOR @ 36"o.c. 5/8"x6"TITEN HD ANCHOR @ 36"o.c. 1^ v v 5/8"x6"TITEN HD ANCHOR x6 OR 2x4 BEARING WALL WITH 7/16"OSB h PRAY FOAM BY BUILDER 2x PT BOTTOM PLATE w/05/8"x 6" 6 3/4" 2114" ° ° 5" °4" . SHIM RIM TIGHT TO CONCRETE WALL SIMPSON TITEN HD ANCHORS 24"o.c. ° - ° ° ° EACH JOIST w/PLASTIC SHIMS 4" 2 3/4" _ 9nv 9" 3" 4"• SIMPSON ISU3.56/11.88 HANGER,TYP. P 6 T.O.SLAB �, ° ° ° ° IRST FLOOR ° 9^ SEE S100 INTERIOR BOARD-FORM FINISH WALL INTERIOR BOARD-FORM FINISH WALL ;r*��+`�10• ° �'� , °, °�;• '�., ° •�, ° ' . ° ° (ON NORTH SIDE(GRID MA)ONLY) ° ON NORTH SIDE(GRID MA)ONLY) \�-/ v v v / v 4x3xi/2"STEEL ANGLE LEDGER,8'o.C.@ IGID FOAM INSULATION PANEL SEAMS,FASTENED TO WALL w/(2) ° 05/8"x6"TITEN HD ANCHORS,TO RIM wl(4) 114"x 3"USP SCREWS ° ° ° k FOUNDATION CONDITION VARIES,SEE ° ° ° ° ° ° ° BASEMENT STUD WALL&SPRAY FOAM v 4 4 ° v Y BUILDER ° ° ° ° ° °LA� ° v v v v v v NORTHFORK 2 INTERIOR STRUCTURAL WALL TO SLAB CONNECTION 2x8 WALL CONNECTION TO FOUNDATION BEDROOM AREA A 2x6+ EXTERIOR WALL & FIRST FLOOR CONNECTIONS GREAT ROOM 5 POST BASE CONNECTION HALL SCALE: 1 1/2"=l'-0" 3 SCALE: 1 1/2"=V-0" SCALE: 1 1/2"=V-0" SCALE: 1 1/2"=1'-0" RESIDENCE 815/16" 21/8" 613/16" 8" 5250 VANSTON ROAD 0 0 ° 00 C'00 '° ° °° ° ° CUTCHOGUE, NY, 11935 °°°°°°° 000 000 00000o 11 7/8"NORDIC NI-80 I-JOISTS,24"o.c., 0 0°p0 0° 1/4"COROPLAST, 12"o.c. (BY OTHERS) ARCHITECT -CONTINUOUS OVER TIMBERS o 0 00 00 '0 000 0 0° LakelFlato Architects,INC 0 0 0 °0 0 331 Third Street T 0 0 0 0 0 o San Antonio,TX,78205 16d TOENAIL THRU I-JOIST FLANGE, °000 0 0 0 (210)679-2327 OTH SIDES OF JOIST ° °0° °0 1/8"SERVICE LAYER 2 1/2"x 11 1/4"NORDIC LAM POST o 0CIVIL�0 0 0 0 0 0 5/8"ZIP SHEATHING ENGINEER °0°0°o° The Raynor Group,P.E.&L.S.PLLC STEEL TONGUE,FASTENS TO POST w/(6) 7/8"OSB PADOUT FOR 314"FINISH 0 0°0 0 0°0 860 Montauk Highway,P.O.Box 720 + 01/4"x 2"USP SCREWS ° o0 0 0 Water Mill,NY 11976 + 0 0 0 0 0 0 (631)726-7600 + 5 1/4"x 11 5/8"NORDIC LAM GIRT '° °o° °o + 1/2"x 51/2"NORDIC LAM CORNER POST o 00 0 0 0 16d 00.131"x 3112" NAILS 4^o.C. LANDSCAPE ARCHITECT + STEEL BASEPLATE - 2 6 ( ) @ + CUSTOM POST BASE wl(11)0114"x 3"USP p 6 TAPE WALL TO FOUNDATION w/ 11aNeperanrgie dR ad Un t 6 ick pe T.O.1ST FLOOR FINIS_H SCREWS FENTRIM IS2 75mm TAPE, 15mm NY 1' DATUM(0'-0") ° (212)796-508710591 FOLDED SIDE TO CONCRETE TO BE CONCEALED BY SIDING) 8 FIRST FLOOR JOIST BEARING TIMBER GIRT SCALE: 1 1/2"=V-0" STRUCTURAL ENGINEER 518"x6"TITEN HD ANCHOR 5/8"x6"TITEN HD ANCHOR @ 24"o.c. ° ° = ° Benson Woodworking Company,Inc. 1" Blackjack Crossing Walpole,NH 03608 v v v v v v v (603)439-2016 03/4"THREADED ROD EPDXY ANCHOR BY ° M/P ENGINEER WC Ripcord Engineering Inc. 1 1/2" �9" PO Box 4175 Portland,ME 04101 11 7/8"NORDIC NI-80 I-JOISTS,24"o.c., (207)835 4oso CONTINUOUS OVER TIMBERS v v 3 •v v LIGHTING DESIGNER byrdwaters DESIGN,Ilc 9". 16d(00.131x31/2"NAIL THRU TOP PLATE 3939 Black Gold Dr v v 2 6 TO I-JOIST FLANGE, BOTH SIDES OF JOIST (214)460-2673 Dallas,TX 7 ° ° v v v v 2x6 BEARING WALL,STUDS ALIGNED w/ LOOR JOISTS 6 POST BASE CONNECTION GREAT ROOM MASTER BEDROOM CORNER POST BASE CONNECTION FFLOOR JOIST TO BEARING WALL CONNECTION 1 0 2x6 WALL CONNECTION TO FOUNDATION MASTER BEDROOM BENSONWOOD SCALE: 11/2"=1'-0" SCALE: 11/2"=1'-0" v SCALE: 11/2"=1'-0" SCALE: 11/2"=1'-0" 6 BLACKJACK CROSSING WALPOLE,NH 03608 USA PIIONE:(603)756-3600 FAX: (603)756-3200 EMAIL:info@bensonwood.com 2019.05.15 LIF PROJ.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: ECRU SET ISSUE DATES ' DATE ISSUE 1 1/8"ADVANTECH SUBFLOO 12 5/8" DA E.10.12 BID SET 2x10 SPF No.2 JOISTS @ 24"o.c. CONCRETE HEARTH BY OTHERS 2019.05.15 PERMIT SET - TRUSTEES REV 1 1/8"ADVANTECH SUBFLOOR 1 1/8"ADVANTECH SUBFLOOR 0/8"BOLT WELDED TO STEEL • FIREPLACE ASSEMBLY& T.O.1ST FLOOR FIN_ ISH T.0.1ST FLOOR FINISH PLATE @ 12"o.c. ° ° RAMING BY OTHERS DATUM(0'-0") 1/2"SHIM M DATUM(0'-0") (ROW OF 4) 16d (00.131x3 1/2")NAILS °' 1/4"STEEL PLATE ON TOP OF RIBS / ca 1 3/4"x11 7/8"NORDIC LAM RIM @EACH BAY o o N 11 7/8"NI-80 I-JOISTS @ 24"o.c. it ° ° 1 3/4"xl1 7/8"NORDIC LAM RIM 1/4"xl 1/2"STEEL RIBS @12"o.c. 2x12 PTSYP RIM " 3" n ° ' . ° ' . = PEEL AND STICK MEMBRANE @ 1 PLASTIC SHIM @ EACH JOIST 1/4"STEEL BOX BEAM v v v BACK OF RIM " 2x12 PTSYP JOISTS @ 16"O.C. v v v :_- EEL AND STICK MEMBRANE @ _ Q _ of/2"x6"TITEN HD ANCHOR @ 24"o.c. ra5/8 x6 TITEN HD ANCHOR @ 24 o.c. BACK OF RIM 1 4"x4 1 2" P R REVISIONS ° ° ° o / / US SC EW,2 @ 12 o.c. W6x8.5 STRUT @ STEEL BRACED FRAME 6 SPRAY FOAM BY BUILDER ° n I u 11 7/8"NI-80 I-JOISTS @ 24"o.c. N " SIMPSON LUS21OZ JOIST HANGER 3/8"STEEL PLATE NO. DATE DESCRIPTION 1/2 PLASTIC SHIM @ EACH JOIST ° N ° o ° v ° v SPRAY FOAM BY BUILDER x12 PTSYP RIM 2x6 SILL 2 g ___ I PLASTIC SHIM @ EACH JOIST 2x8 PT SILL 1 1/8"ADVANTECH SUBFLOOR • _ ° _ ° - SIMPSON LUS210Z JOIST HANGER pT 8 ° - ° - - 1^ 7"x 11 7/8" NORDIC LAM JOIST 'i ' o5/8"x6"TITEN HD ANCHOR @ 36"o.c. 31/4" 3/4" 14"CONCRETE WALL 1 3/4"x 11 7/8"NORDIC LAM RIM 5/8"x6"TITEN HD ANCHOR @ 24"o.c. - 4 ° ' . 5 _ EACH BAY 11 718"NORDIC NI-80 I-JOISTS @ 24"O.C. 01/4"x 4 1/2"USP SCREWS, 2 PERMIT SET v ° v SIMPSON ISU3.56/11.88 HANGER,TYP. IRST FLOOR v vl v 14" HOUSE FIRST FLOOR FRAMING ITT T=M DETAILS Of 1 FLOOR TO FOUNDATION CONNECTION SCREEN PORCH 1 2 FLOOR CONNECTIONS CHIMNEY SCREEN PORCH AREA 13 FLOOR CONNECTIONS CENTRAL CHIMNEY CONCRETE HEARTH SUPPORT FIREPLACE SCALE: 1 1/2"=V-0" SCALE: 1 1/2"=V-0" SCALE: 1 1/2"=l'-0" FOR PERMI_T] u LO t ut O t" N U) E 0 0) 12 3/4" 14" x12 PTSYP JOISTS @ 16"o.c. o W N p 3112"x 11 7/8"ANTHONY POWER PRESERVED DECK JOISTS/SHOW 1/2"x 14"DF POST 0 W Q N V T GLULAM(24F-1.8E PT SYP)GIRT � X Q * 3 1/2"x 11 7/8"ANTHONY POWER 1/4"x 3"SIMPSON SDS SCREWS,2 PER BAY PRESERVED PT GLULAM(24F-1.8E PT W "`— 4-1 u 31/2"A2 3/4"DF POST SYP) GIRT U) N M e SIMPSON LUS210Z JOIST HANGER o5/16"x 13"SPAX POWERLAGS @ 24" LL (j- v— ho.c.VERTICALLY 0 � 0) 51/4" \ SIMPSON ABU66 BASE w/0 5/8"x6"TITEN Cr) — — — 1/4"STEEL KNIFE PLATE,WELDED TO CONCRETE PIER 1/4"STEEL KNIFE PLATE,WELDED TO 1 0 0 ANGLE BELOW.FASTEN TO POST w/(2) 1 0 0 ANGLE BELOW.FASTEN TO POST w/(2) I— M of/2"x 21/2"STEEL DOWEL PINS, 7 3/8" 1 of/2"x 21/2"STEEL DOWEL PINS, LUGGED Cl) 8 518" LUGGED z N I (M �S 2"A2 3/4"DF DECKING TRIM,CANTILEVER 1 co SUPPORTED BY 6x6x5116"GALVANIZED 3 1/2"x12 3/4"DF POST 0 N N N ANGLE FASTENED TO RIM wl(2)o1/4"x 3" 2"x PO14" T DECKING TRIM,CANTILEVER Z N N SUPPORTED BY 6x6x5116 GALVANIZED � N 14 FLUSH MID GIRT SCREEN PORCH I I I SIMPSON SIDS SCREWS @ 24"o.c. ' I�III�II ANGLE FASTENED TO RIM w/(2)0114"x 3" SCALE: 1 1/2"=1'-0" 9" III I I SIMPSON SDS SCREWS @ 24"o.c. Co LL III (2)2x12 PT FLUSH GIRT @RIM,wl SIMPSON - 2)2x12 PT FLUSH GIRT @RIM I I UC210-2Z HANGER Will v _(3)o1/4"x6"SIMPSON SDS SCREWS v l v l II I II 11 I 3112"x 11 7/8"ANTHONY POWER PRESERVED oo I� 111 I 1 111 1 III T GLULAM(24F-1.8E PT SYP)GIRT o 5 1/4"xl 1 7/8"ANTHONY POWER 7 318" I I I I 1 1 31/2"x 11 7/8"ANTHONY POWER PRESERVED POPII I RESERVED GLULAM POST I II I I I T GLULAM(24F-1.8E PT SYP)GIRT POP IPJI alllall I •--••••-•••-• SIMPSONABU66BASEw/o5/8"x6"TITEN `� ••"•'•'••.. IMPSONABU46BASE / 518"x6"TIT 1/4"STEEL KNIFE PLATE,WELDED TO w o m < N N N X12 PTSYP JOISTS @ 16"O.C. r- o o CONCRETE PIER o o .:,,{.•-°-`;, ''� `t°'" , ANGLE BELOW.FASTEN TO POST w/(2) (2)2x12 PT FLUSH GIRT @ RIM 4 4 1/2"BOLTS CONCRETE PIER v � o114n x41/2n SIMPSON SDS SCREWS, %ay PER BAYcli o 0 a SIMPSON LUS210Z JOIST HANGER tc, 12" NORTHFORK rl5FLUSH RIM GIRT SCREEN PORCH SCREEN PORCH EAVE POST CONNECTION TO DECK SCREEN PORCH CORNER POST CONNECTION TO DECK PLAN VIEW Q CENTRAL GABLE POST TO DECK CONNECTION SCREEN PORCH SCALE: 1 1/2"=l'-0" 16 SCALE: 1 1/2"=V-0" 17 SCALE: 1 1/2"=l'-0" 1 �+ SCALE: 1 1/2"=l'-0" RESIDENCE 5250 VANSTON ROAD 00000 00 i 0° o 0 0 0 00 2x6 SPF STUDS @ 24"o.c. ° °° ° °° ° ° Y 11935 0°00000'100000 7/16 OSBSHEATHING ARCHITECT x6 P PLATE BY OTHERS) i o0 0 0° o 00 518"x6"TITEN HD ANCHOR @ 24"o.c. 2x6 STUDS FASTENED TO GUSSET o 0 0 0 0 0 0 0 � 0 0 0 2" LakelFlato Architects,INC i 00 0 00 0 00 x6 PT BOTTOM PLATE 7"THICK CONCRETE SLAB BY OTHERS)) 331 Third Street FIREPLACE STUD BAY 6x6x10 GAUGE WWM 210 0000 000 0 000 _INTERIOR SHEAR WALL T 6 T.O.BEDROOM SLAB ( 1 )679 23 San Antonio,7X,78205 i o o °0 0 °0 0 4x6 STUD • — (-) „ ° ° I 4 4 4 4 2-0 i o°0 0 0°0 0 0°0 112" PACK OUT 7/16" ,\ x6 SPF STUD WALL CIVIL ENGINEER 00 0,01010 000° 51/2"x 71/4"NORDIC LAM o (2)#4 BARS HORIZONTALLY @ LIP The Raynor Group,P.E.&L.S.PLLC o o —HEADER(ON FLAT) CONCRETE HEARTH BY OTHERS OISTURE BARRIER 860 Montauk Highway,P.O.Box 720 i 51/2"x 51/2"NORDIC LAM POST IN SHEAR 4 4 o3/8"BOLT WELDED TO STEEL Water Mill,NY 11976 WALL I I n CHANNEL @ 12"O.C. i�—i (631)726-7600 o3/8 BOLT WELDED TO STEEL f o 0 0 0 o I o o LATE @ 12"o.c. o 0 0 0 0 0 0 o3/8"x2 1/2"BOLT w/WASHER LANDSCAPE ARCHITECT 5/8"THREADED ROD TENSION TIE O O O O O C I 1/4"STEEL PLATE #4 BARS @ 12"o.c. " NUT 8"o.c. INTERLOCKING PLASTIC SHIMS 4 v 4 O ^ n n 4 4 4 4 @ " Margie Ruddick Landscape 2" v I v v v v I— —v 1/4 x1 1/2 STEEL RIBS @12 o.c. 1/4 STEEL PLATE v r> v v v (2)of/4 x3 USP SCREWS @ E.G.GLAZELOCK O O O O O O J „ i' iv N 11 Neperan Road Unit 6 II 1/4"STEEL WEB 1/4 x1 1/2 STEEL RIBS @12 o.c. ACH STUD Tarrytown,NY 10591 2x8 BLOCKING(NOTCHED (212)796-5087 SIMPSON A35 CLIP,BOTH SIDES OF POST INTERIOR BEARING WALL TO SLAB CONNECTION STAIR OPENING I 1/4"STEEL BOX BEAM @FIREPLACE 1/4"STEEL GUSSET @ 12"o.c. THRU STUDS) 20 SCALE: 1 1/2"=1'-0° I �I 1/4"STEEL GUSSET @ 12"o.c. 1/4"STEEL WEB 4x4x1/4 STEEL ANGLE LEDGER STRUCTURAL ENGINEER I II SISTER STUDS TO GUSSETS " o3/8"BOLT WELDED TO STEEL Benson Woodworking Company,Inc. 1/2"x 71/2"NORDIC LAM POST (STUDS BY BUILDER) 3/8 STEEL PLATE CHANNEL @ 12"o.c. 6 Blackjack Crossing /8"STEEL PLATE C8x11.5 w/ANGLE WELDED TO Walpole, 03608 L AVo1/4"x4 1/2"USP SCREW, 1 @ BACKSIDE FOR FASTENING (603)439-2016 1 1/8"SUBFLOOR EACH SIDE OF GUSSET 1/4"x3"USP SCREWS @ 12"o.c. M/P ENGINEER of/4"x4 1/2" USP SCREW, 1 @ EACH Ripcord Engineering Inc. SIDE OF GUSSET 3 1/2"x 11 7/8"NORDIC RIM. PO Box4175 Portland,ME 04101 + (207)835-4060 7"xl 1 7/8"NORDIC LAM JOIST 7"x 11 7/8"NORDIC LAM JOIST LIGHTING DESIGNER + byrdwaters DESIGN,Ilc 3939 Black Gold Dr + STEEL BASEPLATE w/TONGUE, Dallas,TX SIMILAR TO 5/S201 (214)460-2673 7 v J4 . 1 9 SOUTH WALL LOW WINDOW HEADER CONNECTION TO SHEAR WALL M6 21 FRONT ELEVATION FIREPLACE CONCRETE HEARTH CONNECTION 22 SECTION STAIR FIREPLACE CONCRETE HEARTH CONNECTION SCALE: 1 1/2"=l'-0" SCALE: 1 1/2"=l'-O" SCALE: 1 1/2"=l'-O" 6 BLACKJACK CROSSING WALPOLE,NH 03608 USA PHONE:(603)756-3600 FAX:(603)756-3200 EMAIL:info@bensonwood.com 2019.05.15 LIF PROJ.NO. 17086 I I 2x2x1/4 STEEL ANGLE I PROJ.ARCHITECT DE DRAWN BY: EC,PU I I I #4 BARS @ 12"o.c. I I I I I +ter I SET ISSUE DATES I I 1 1 I ISSUEDATE 2 #4 BARS LIP 2018.10.12 B D SET 2 3"xl 1"OAK STAIR TREAD i � � o ( ) @ I 2019.05.15 PERMIT SET — TRUSTEES REV 3 1/2"x5 1/2"NORDIC LAM STUD I I I 1 I #4 BARS HORIZONTALLY of/4"xW USP SCREWS,SEE 5"x5 1/2" NORDIC LAM STUD 11"x 3"OAK STAIR TREAD I i ELEVATIONSt I I _ _ _ _ _ _ _ _`�' _ _ _ _ _ _ _ 1 1 31/2"x51/2"NORDICLAMSTUD rr n 2x2x1/4 STEEL ANGLE I _ 2 L2x2xl/4 STEEL ANGLE _ _ _ _ _ _ _ _ _ _ HSS 6x2x3/8 STEEL TREAD WELDED L — — — — — — — — —_ "49 i» N "�,L N I o1/4"x3"USP SCREWS, 6 PER ANGLE M — — — — — — — TO STEEL ANGLES IN WALL N 11"x 3"OAK STAIR TREAD N _ _ _ _ _ _ — — — — — — — — — — — — — — °' REVISIONS 11 I 5"x5 1/2"NORDIC LAM SHARED STUD 31/4" I 6" 1 314 5"x5 1/2"NORDIC LAM STUD I NO. DATE DESCRIPTION M I 11" 1 1 1 I HSS 6x2x3/8 STEEL TUBE, r — — — — — — — — — — — — — — — — — — — 1/4"THICK STEEL PLATE FOR I 1 1/4"THICK STEEL PLATE I I CONCEALED IN TIMBER TREAD I STIFFENER WELDED b/t ANGLES @ L — _ _ _ _ _ _ _ _ _ BRACING b/t L-STEEL PROFILES I TREAD CONNECTION I 1 I I I I I - - — — — - - - I I HSS 6x2x3/8 STEEL ANGLE M — — — — — — — BEND BOUNDARY BAR AROUND CORNER L _ I I I I I I I I PERMIT SET I I I I -nnvaaro� sn�"- I I #4 BARS BOTH WAYS @ 12"O.C. I I I I I I I I I I HOUSE - FIRST o 1 1 FLOOR FRAMING DETAILS Z3 PLAN VIEW CANTILEVER TREAD CONNECTION LOWEST TWO TREADS 24 ELEVATION CANTILEVER TREAD CONNECTION LOWEST TWO TREADS SECTION CANTILEVER TREAD CONNECTION LOWEST TWO TREADS 26 PLAN VIEW OF REBAR IN ELEVATED HEARTH SLAB CENTRAL CHIMNEY . % Z 0 SCALE:?"=1'-0" SCALE: ?"=1'-0" �5 SCALE:?"=1'-0" SCALE:?"=1'-0" FOR PERMIT] H LO y, p t^ NLO He' d' E J WV} N O WQN U J � X � O LL c0 -Y - ZCY) � tz0cY - T_ F- r,� I I I I I I r Z N c'7 < N za Q N 9112"x 31/2"NORDIC LAM PLATE W 6x12 COLUMN BELOW - VAULTED SPACE _ _ --- -""- x6 FRAMED WALL WITH 7/16"OSB BELOW x4 FRAMED WALL WITH 7/16 OMB BELOW �r _-RIM INSET FOR STEEL CHANNEL TRIM(REF.ARCHITECTURALS) 'a10 W 6x,2 HEADER (2)125 3/4"x 9�/ "NORDIC W6x15 COLUMN o 2x6 FRAMED WALL WITH z M RIM IN FL OR mm. N co 7/16"OSB(2x4 WALL BELOW) 2 VAULTED SPACE a, 6 7 S301 o S301 M S301 `"` W 6x12 COLUMN BELOW 0 VAULTED SPACE ti fn 0 W6x8.5 CONNECTOR 2x4 FRAMED WALL WITH 7/16"OSB BELOW " " j t (2) 1 3/4 x 9 1/2 � (2) 1 3/4 x 9 1/2 U p 4 NORDIC LAM o 0 0 NORDIC LAM HEADER o z (2) 1 3/4"x 11 7/8" HEADER ABOVE RO 0 - 0 o BOVE RO ? NORDIC LAM HEADER S301 � _ CD ? BOVE RO HSS 3112x3112x1/4 HEADER/DRAG STRUT p 0 d v o U o NORTHFORK a °° � 5 zUa o Q�Q�Q z N @� c S301 N W6x15 COLUMN a N 2x6 24"o.c. RESIDENCE z aU FRAMED WALL S301 F� 3 WITH 7116"OSB S301 ABOVE&BELOW 9,'9" 4'4" 3 1/2"x 9 1/2"NORDIC LAM 31/2"x 91/2"NORDIC LAM " HEADER IN FLOOR 51/2"x 91/2"NORDIC LAM HEADER IN WALL@ 2ND FLOOR HSS 31/2"x 31/2"x 1/4" HEADER IN FLOOR Cn 8 COLUMN BELOW S301 o . �711,Vx 5 1/2"NORDIC LAM HEDER IN A WALL OVER WIN DOW BELOW 5 1l2"x 11 718"NORDIC LAM HEADER IN WALL ABOVE 51/2"x 5112"NORDIC LAM POST BELOW 5250 VAN STON ROAD 9 112"x 31/2"NORDIC LAM PLATE 1 CUTCHOGUE, NY, 11935 S 01 S301 S 01 ARCHITECT LakelFlato Architects,INC 331 Third Street San Antonio,TX,78205 (210)679-2327 CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 (631)726-7600 LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 (212)796-5087 TRUE PROJECT STRUCTURAL ENGINEER NORTH Benson Woodworking Company,Inc. 6 Blackjack Crossing SECOND FLOOR FRAMING PLAN - MAIN HOUSE Walpole,NH 03608 1 SCALE: 1/4"=1'-0" (603)439-2016 M/P ENGINEER Ripcord Engineering Inc. PO Box 4175 Portland,ME 04101 (207)835-4060 LIGHTING DESIGNER byrdwaters DESIGN,Ilc 3939 Black Gold Dr Dallas,TX 75247 (214)460-2673 BENSONWOOD 6 BLACKJACK CROSSING WALPOLE,NH 03608 USA PHONE:(603)756-3600 FAX: (603)756-3200 EMAIL:info@bensonwood.com 2019.05.15 LIF PROJ.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: EC SET ISSUE DATES DATE ISSUE 2018.10.12 BID SET 2019.05.15 PERMIT SET - TRUSTEES REV NOTE: NORDIC(1 3/4"AND LARGER MATERIAL)=24F-1.9E BLACK SPRUCE GLU-LAM NORDIC(1 1/2"MATERIAL)=13F-1.6E BLACK SPRUCE GLU-LAM LAMCO=1.2F-1.6E SPF GLULAM DF GLU-LAM=24F-V8 DOUGLAS FIR GLU-LAM REVISIONS NOTE: NO. DATE DESCRIPTION THIS DRAWING DOES NOT CONTAIN ALL INFORMATION NECESSARY FOR CONSTRUCTION. REFER TO ALL DETAILS, SPECIFICATIONS,AND NOTES. ® =POST ABOVE(SOLID HATCH) ® =POST BELOW("X"HATCH) — GRID LINES PERMIT SET 1 _ DETAIL NUMBER 5-1.3 REFERENCED DETAIL SHEET -FOUNDATION DIMENSIONS ROUNDED TO NEAREST 1/4" HOUSE - SECOND -FLOOR AND DECK FRAMING DIMENSIONS ROUNDED TO NEAREST 1/8" -SITE CONDITIONS MAY AFFECT ELEVATIONS OF FOOTINGS. FLOOR FRAMING FRAMING PLAN MAY BE SLIGHTLY REVISED UNDER PLAN THE SUPERVISION OF THE ENGINEER OF RECORD ONCE FINAL PANEL BREAK UP IS COMPLETE. FOR PERMIT S300 u ~ L LO =- x6 WALL O r- == /16"OSB SHEATHING a LO 0 0 0 O o 0 0 x8 STUD WALL ABOVE 114"x 41/2"USP SCREWS,2 ROWS 12"o.c. ° QO 00 00 0 0 i 1/2"NI-80 I-JOISTS @ 24"o.c. 00 0 00 D o i 1 1l8"ADVANTECH SUBFLOOR F— {�• E _ - 2 ° °o°° D o T.O.2ND FLOOR SUBFLOOR T.O.2ND FL_OOR SUBFLOOR 2 6 T.O.2ND FLOOR SUBFLOOR o W ((} N O 0 0 0 0 0 0 0 o i (6-10 314") (6-10 314) (6-10 314 ) W N () = - SEE S401 FOR ROOF DETAILS o 0 0 0 0 i 4 x BLOCKING FOR SUBFLOOR LAP Q ROW OF 3)a1/4"x6"USP SCREWS @ 24"o.c. 1 3/4"x 91/2"RIM 1 3/4"x 91/2"NORDIC LAM RIM,SPANS a O ----- ---- -- - -- -- - � 1 314"x 9112"NORDIC LAM RIM EJ -= 1l2"x 9112"NORDIC LAM HEADER 1l2 NI-80 I JOISTS @ 24"o.c. @ " N 1l2 NI-80I-JOISTS 24 o.c. co N 1 3/4"x 91/2"NORDIC LAM RIM SIMPSON IUS3.5619.5 I-JOIST HANGER Q LL i A XNSIMPSON IUS3.56/9.5 kJOIST HANGER 16d(m0.131"x 3112")NAILS @ 6"o.c. LY - M - , v a, 2 = Z M {� 2 6 i T.O.PLATE 2 6 1 — �� SLIDING SHUTTER TRACK(BY 2 g. ' (9'-0") o 0 00 II IL, OTHERS), REF.ARCHITECTURALS 7116"OSB SHEATHING 0 0 0 0 0 0 00° o L b a1/4"x6"USP SCREWS x6 WALL o0 o o.o o- c i o oa o 00° 12"o.c.ALONG SEAM 0 000 00 0 00i o0000 � ZN 0 0 0 0 0 0� 0 0 000 0 x6 STUD WALL BELOW o° o o°0 00 c ° O 1/8"SERVICE LAYER co N 0 0 0 0 °0 0 0 O 0 00/ 0, )°p000p0o°p0j O 0 O 00 0 00 0 0 0 00 v Z 0 O 0 j 0000 0 0 00°� D FLOOR-TO GABLE WALL CONNECTION ^ 2ND FLOOR,TO WALL CONNECTION STAIR HOLE M6 SHEAR WALL & 2ND FLOOR CONNECTION DOOR d N 0 00000000 C C i (1yN CALE: 1 1/2 —1 0 4 SCALE: 1 1/2 —1 0 SCALE: 1 1/2 —1 0 (n LL i )°000°000°0 i 0 O °0 O °0 O �� 00 0 000 0 000 116"OSB SHEATHING 0 000 000 o c� x6WALL 00000000°0 00 0 00 0 0° c °° ° pO° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 114"x 4112"USP SCREWS @ 12"o.c. 00p000p0000 / 00000000 'i x6WALL 0o0 0o0 00° i " 2 6 00 0 0 0 0 0 0 c o 0 0 0 0 0 0 0 7/16 OSB SHEATHING T.O.2ND FLOOR SUBFLOOR 00000000 i 0000oo0o �i (6'-103/4") •k„F„f .. ii:i$.... )0p00000000 " 00000000000 1/4"x 4 1/2"USP SCREWS,2 ROWS 12"o.c. 00 0 00 0 00 1 1/8 ADVANTECH SUBFLOOR o o i 0 0 0 0°0 0 0°0 0 0° i 1 1l8"ADVANTECH SUBFLOOR 1/2"NI-80 WOIST BLOCKING b/t JOISTS p00°000°0 i 00°000°000° i " " l ; 0 0 0 00 0 0 0 c T.O. FLOOR SUBFLOOR o 0 0 0 °O o o(/ T.O.2ND FLOOR SUBFLOOR T.O.2ND FLOOR SUBFLOOR 9112 NI 80 I-JOISTS @ 24 o.c.i 0 0'0-7-0 °�' i 6'-10 314" -6-0,�7-0-o ' " _ 6-10 3/4" �.. - '• 3 )0000°00000 ( ) 0000o00p000 i (6 10314 ) ( ) CONTINUOUS OVER WALL 4 , x BLOCKING FOR SUBFLOOR LAP 00 0 00 0 00 c " _.(ROW OF 3)of/4 x6 USP SCREWS @ 24 o.c. C 'r 0 o O o o O o o C� (ROW OF 2)01/4 x6 USP SCREWS @EACH " " " 1 314"x 91I2"RIM � 0 0 STUD SIMPSON IUS3.5619.5 I,l01ST HANGER 0 0 0 00000000 2 16d(a0.131"x 3112")NAILS @ 2"o.c. / 0 0 0 0 o c 1/2"NI-80 I-JOISTS @ 24"o.c. 0°° °°° 0 M 1/2"NI-80 I-JOISTS 24"o.c. = 00 0 00 0 0 0 0 c i @ x4 WALL ;1t 0 0 0 i 1 3/4"x 91/2"NORDIC LAM RIM JOIST 7/16"OSB SHEATHING '1100 0 00 0 00 c i 16d(00.131"x 31/2")NAILS,2 ROWS 4"o.c. 0 0 0 O 0 O 0 0 i 91/2"NORDIC NI-80 I-JOISTS @ 24"o.c. �r 00 0 00 0 0o c i " I OTHERS), REF.ARCHISLIDING SHUTTER �TECTURALS 2 6 7x6 WALE SHEATHING 0 0 0 000 11 II °OOn 0 00 L LI NORTHFORK .� 2ND FLOOR TO EAVE WALL CONNECTION SOUTH WALL 2ND FLOOR TO GABLE WALL CONNECTION WINDOW MISSHEAR WALL CONNECTIONS 2ND FLOOR 7 M6.5 SHEAR WALL & 2ND FLOOR CONNECTIONS SCALE: 1 1/2"=1'-0" 3 SCALE: 1 1/2"=l'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=V-0" RESIDENCE 5250 VANSTON ROAD 116"OSB SHEATHING 1/4"x 41/2"USP SCREWS @ 12"o.c. CUTCHOGUE, NY, 11935 7 2x6 WALL 2 6 T.O.2ND FLOOR SUBFLOOR(6-10 3/4") ARCHITECT 1/4"x 41/2"USP SCREWS @ 12"o.c. 3112"x 91/2"NORDIC LAM HEADER LakelFlato Architects,INC 2 6 T.O.2ND FLOOR FLOOR_ 91/2"NI-80 I-JOISTS 24"o.c. 331 Third Street SUB (6'-10 3/4") 1 1/8"ADVANTECH SUBFLOOR San Antonio,TX,78205 (210)679-2327 31/2"x 91/2"NORDIC LAM HEADER, _ (ROW OF 3)8d(0.131"x 21/2")NAILS @ 12"o.c. SPANS b/t WALLS ° ° x6 RIM 1/2"NI-80 I-JOISTS @ 24"o.c. 9x6 JOISTS @ 24"o.c. CIVIL ENGINEER SIMPSON IUS3.56/9.5 WOIST HANGER N N The Raynor Group,P.E.&L.S.PLLC 2 4 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 (631)726-7600 16d(m0.131"x 31/2")NAILS @ 2"o.c. LANDSCAPE ARCHITECT SIMPSON LUS26 JOIST HANGER Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 (212)796-5087 8 2ND FLOOR FLUSH HEADER CONNECTION 2ND FLOOR FRAMING SHOWER PAN INSET SCALE: 1 1/2"=l'-0" 1 O SCALE: 1 1/2"=V-0" STRUCTURAL ENGINEER Benson Woodworking Company,Inc. 6 Blackjack Crossing Walpole,NH 03608 (603)439-2016 0 0 0 c 0 00 00 0 ooi 0 o°°pOo p ° M P ENGINEER Oo 0 00 0 00 c 000 0 000 0 0°0 Ripcord Engineering Inc. o°0 0°0 0 PO Box4175 0 0 0 0 o c i Portland,ME 0OC 00 0 0Oo 0 0°o i (207)835-40 04101 O o T.O.2ND FLOOR SUBFLOOR 0 00 0 °oa 0 o c i (6'-10 3/4") )0p000p0000 LIGHTING DESIGNER 0 00 0 00 c 3112"x 91/2"NORDIC LAM HEADER )00000000°o0i (ROW OF 3) SCREWS @ 00 0 0 0 0 0 0 c i DJACENT STUDS yr B ers c 3939 Black Gold Dr Dallas,TX 75247 ° 0 0 0 ° 1 3/4"x 91/2"NORDIC LAM RIM (214)460-2673 00 0 00 0 00 C 0 00000 0O Oo00 000 SIMPSON HU410 JOIST HANGER 0 00 0 0 0 0 0 i )0 0000 0000 0 j 00 0 00 0 00 c 0 00 0 00 0 0 )00000000°o i 00 0 00 0 00 c i 000o 000 0 o,.000,.0 i go FFLU H HEADER SUPPORT EXTERIOR WALL SCALE: 1 1/2"=1'-0" BENSONWOOD 6 BLACKJACK CROSSING WALPOLE,NH 03608 USA PRONE:(603)756-3600 FAX: (603)756-3200 EMAIL:info@bensonwood.com 2019.05.15 LIF PROD.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: EC,PU SET ISSUE DATES DATE ISSUE 2018.10.12 BID SET 2019.05.15 PERMIT SET — TRUSTEES REV REVISIONS NO. DATE DESCRIPTION PERMIT SET HOUSE - SECOND FLOOR FRAMING DETAILS FOR PERMIT] NOTE: NORDIC(1 3/4"AND LARGER MATERIAL)=24F-1.9E BLACK SPRUCE GLU-LAM NOTE: NORDIC(1 1/2"MATERIAL)=13F-1.6E BLACK SPRUCE GLU-LAM THIS DRAWING DOES NOT CONTAIN ALL INFORMATION LAMCO=1.2F-1.6E SPF GLULAM DF GLU-LAM=24F-V8 DOUGLAS FIR GLU-LAM NECESSARY FOR CONSTRUCTION. REFER TO ALL DETAILS, LID U) SPECIFICATIONS,AND NOTES. C) r FRAMING PLAN MAY BE SLIGHTLY REVISED UNDER LO THE SUPERVISION OF THE ENGINEER OF RECORD E ONCE FINAL PANEL BREAK UP IS COMPLETE. ❑ =POST ABOVE(SOLID HATCH) ay (S) ® =POST BELOW("X"HATCH) I.. 1'- 4 E a WU} N O WN � - GRID LINES d I� X G � W `— 0 U) N (0 I DETAIL NUMBER UL 3-I.3 REFERENCED DETAIL SHEET C) ; M .Y -FOUNDATION DIMENSIONS ROUNDED TO NEAREST 1/4" = Z (M -FLOOR AND DECK FRAMING DIMENSIONS ROUNDED TO NEAREST 118" H O co -SITE CONDITIONS MAY AFFECT ELEVATIONS OF FOOTINGS. / F_ f-� I I I I I I I Y z N ?� �1 MQC ZO 14 9 1 Q {V � S401 S401 9112"x 31/2"NORDIC LAM PLATE ALONG EAVE 3112"x 8 318"NORDIC LAM HEADER ALONG EAVE - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - - - -... :.. - -...- - - - - - - - - - - - - - - - -. - - - — — — — — — — — — - - - - - I 3-PLY(41/8")NORDIC CROSS-LAMINATED TIMBER(CLT)PANELS, ✓'� }i :jl_;g , PLUS 2x8 SPF RAFTERS @ 24"o.c.,U.N.O. 14 14 01 S401 15 16 _ 13 00�cos =i`+ o20"CHIMNEY HOLE o20"RANGE VENT HOLE N TYPICAL CLT PANEL SPAN,U.N.O. a20"CHIMNEY HOLE S401 S401 S401 WT6x13 RAFTER I WT6x13 RAFTER 2x6 @ 24"o.c.FRAMED WALL 14"x 3 1/2"TRIM RAFTER WITH 7116 OSB BELOW „ (2)1 3/4"x 11 7/8"NORDIC LAM HEADER f.�.. •� �- - L " OVER WINDOW IN WALL BELOW 51/2 x 91/2 NORDIC LAM RIDGEPOLE 11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ RIDGE S401 - - - - - - - -- - - - - - - - - - -I- - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II - - - - - - -- - - 8 - - - - - - - II - - - - - - - - - - - - - - - - - - - - - - ; - - - - - - - - - - - - - - - - - - - 8 CLT PANEL SPAN ABOVE SKYLIGHT S401 S401 c� S402 I I I 15 S401 t 7 x 91/2 NORDIC HEADER IN I 540, NORTHFORK 3-PLY(4 1l8")NORDIC CROSS-LAMINATED TIMBER(CLT)PANELS, I PLANE OF ROOF wl SIMPSON I PLUS 2x8 SPF RAFTERS @ 24"o.c.,U.N.O. 7"x 10112"NORDIC I HU88 HANGERS AT ENDS I 7"x 10 /2"NORDIC s VENT HOLE RAFTER,FLUSH wl CLT =________ ____= I RAFTER,FLUSH wl CLT SKYLIGHT OPENING 5401 I *41ZO I 4"SCH40 SLEEVE FOR 3"PLUMBING VENT RESIDENCE HSS 1 x x3/16I STRUCTURALI U LIONS I 2x6 FRAMED WALL TYPICAL CLT PANEL SPAN,U.N.O. "f I WITH 7/16"OSB BELOW I SKYLIGHT OPENING I 20 I --' S402 1 — - -.- - - - — — —.— � I S401 - - - - - - - - - - - - - - - - - - - - - t- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -9 1/2"x 31/2"NORDIC LAM PLATE ALONG EAVE 31/2"x 8 3/8"NORDIC LAM HEADER ALONG EAVE - - - - 18 5250 VAN STON ROAD CUTCHOGUE, NY, 11935 S401 S401 S401 S401 S401 S401 S401 7"x 91/2"NORDIC HEADER IN S401 PLANE OF ROOF w/SIMPSON HU88 HANGERS AT ENDS ARCHITECT LakelFlato Architects,INC 331 Third Street San Antonio,TX,78205 (210)679-2327 CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 (631)726-7600 IS. �� LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 (212)796-5087 TRUE PROJECT STRUCTURAL ENGINEER NORTH Benson Woodworking Company,Inc. 6 Blackjack Crossing .� ROOF FRAMING PLAN - MAIN HOUSE Walpole,NH 03608 SCALE: 1/4"=V-0" (603)439-2016 M/P ENGINEER Ripcord Engineering Inc. PO Box 4175 Portland,ME 04101 1 I I I I (207)835-4060 LIGHTING DESIGNER byrdwaters DESIGN,Ilc 3939 Black Gold Dr Dallas,TX EAVE CHORD SPLICE EAVE CHORD SPLICE EAVE CHORD SPLICE EAJ CHORD SPLICE (214)4 0 2673 7 (SEE DETAIL 6,S401) (SEE DETAIL 6,S401) (SEE DETAIL 6,S401) (SEE,DETAIL 6,S401) • nnl1VnnU o - - - - - - - - - - - - - - - - - _ ....... ........ ........ ....... ... _ - - - - - - - - - - -. ........ ...................... ..... .................. ........... ....... ............. .. . ........ W —w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -..........- .-.. .....-..........-........... -. W W w W w w W - z WI W z z z z z z z z a z . z a a_ a 0-- a a a a- N a a_ co C � co co � W W co U_ LL LL LL LL LL. Ll Li- O LL U_ O O O O O O O O W O O 0 0 0 0 0 0 0 0 0 cn 0 0 In (n (!) (n cn (n 2 S S = S S 2 2 Q 2 2 W Z WJ W z z BENSONWOOD a — ( U) cn CO cn cn U) U) U) U) cn _J a o Ix Ix W W W W "' o 0 6 BLACKJACK CROSSING W N N N N N N N N n N N w W WALPOLE,NH 03608 USA ci ci ci ci ci ci ti ci o N q ti 9 0 Cn 0 6 6 t 6 6 6 0 6 � O o 0 U) N PHONE:(603)756-3600 N RIDGE CHORD SPLICE C0 N co co fn RIDGE CHORD SPLICE 0 � RIDGE CHORD SPLICE 0Q cLQ) FAX:(603)756-3200 J (SEE DETAIL 8,S401) J J J J J J (SEE DETAIL 4,S401) J z cn -� SEE DETAIL 8,S401) -J W W EMAIL:info@bensonwood.com - - - - - - - - - - - - - - - - - - - - - -Z - - - - - - - - - - z - - - - - - - - - - - Z - - - - - - - - - - -Z - - - - - - - - - - -Z - - - - - - - - - - z - - - - - - - - - - - -Z - - - - - - - - - - -Z - - - - - - - - - - - - - - - - - - - -� Z - - - - - - - - - - Z - - - - - - - - - `" - - - - - - - - - - `n - - - - - - - - - - - -- -o - - - - - - - - - - � - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - :EEEa - - - - - - - - - - - - - - - - - - o - - - - - - - - - - -o - - - - - RIDGE —oo Co — —oo —oo 00 —oo —oo 00 I I �- — co —oo Ix N Q� �Q �Q g Q�I I cn Q cS L li w L Ji L li u� w w L Ji I I I 100 u� L li C cs 6 cn cn cn cn cn cn cn cn I I of O N o 0 a a a a a a al I I I a a d' d' 2019.05.15 LIF PROD.NO. 17086 O O O O O O O O I I I l o OJ OJ Cn z 0 0 0 0 0 �I _________________ I I N �' z z PROJ.ARCHITECT DE DRAWN BY: EC Co = _ _ = x = _ = I � _ _ 00 00 Iz 0 . c SET ISSUE DATES I Iu� DATE ISSUE Cn 2018.10.12 BID SET o2019.05.15 PERMIT SET - TRUSTEES REV - - - - - - - - - - - - - - - - - uvu � I f- I I EAVE CHORD SPLICE EAVE CHORD SPLICE EAVE CHORD SPLICE(SIM. EAVE CHORD SPLICE(SIM. (SEE DETAIL 6,5401E (SEE DETAIL 6,S401) TO DETAIL 6,S401),(1)60" TO DETAIL 6,S401),(1)60" EAVE CHORD SPLICE SIMPSON CSHP18 STRAP SIMPSON CS IP18 STRAP (SEE DETAIL 6,S401) REVISIONS NO. DATE DESCRIPTION PERMIT SET TRUE PROJECT ROOF SEAM NORTH HOUSE - ROOF 2 FASTENING PLAN - MAIN HOUSE SCALE: 1/4"=V-0" FRAMING PLAN FOR PERMIT] u U — \ 4 1/8"NORDIC CLT ROOF PANEL Q T gX a N � (2) 1 3/4"x 7 1/4"NORDIC LAM \ 3/4"PLYWOOD SPLINE RAFTERS @ PANEL SEAMS, \ _ PLY 41/8" NORDIC CLT PANEL W (rj N O FASTENED TO CLT PANEL w/o5/16" \ \ 2 2x8 SPF COMMON RAFTERS �° 1/8" ( ) W N U -PLY " \ =( ) 9"SPAX POWERLAGS 16"o.c. ` (DOUBLED 1 3/4 x 4 1/8 NORDIC CLT PANEL 7 1/4 NORDIC Q \ \ \ -LAM RAFTERS @ PANEL SEAMS 8d(o 0.131"x 2112")@ 4"o.c.,2 ROWS \ 2x8 SPF COMMON RAFTERS @ 24 o.c. \ 1 1/2"x 5112"NORDIC LAM(13F-1.6E) \ -- - EACH SIDE OF SEAM(2"o.c.@ X O \ : - (DOUBLED 1 3/4 x 7 1/4 NORDIC LAM \ = CHORD CONTINUOUS ACROSS PANEL ` \ G �, HIGH-LOAD SEAMS REF.PLAN (- r \ _- ) W ` RAFTERS PANEL SEAMS ` SEAMS REF PLAN AND PIE DETAIL). \ \ d n X @ ) \ S S L N SPLICE D \ N - - 5116 x 9 SPAR POWERLAGS 16 o.c. {tY \ X �I - - - FASTENED L w - - FASTE TO CLT 116d o0.131 x 3 n X n \ 4 INSTALLED IN SHOP 1/ x 6 USP SCREW, 24 .c. - - - - - C o - - X n n 1 2 NAILS 2 ROWS 4 c. 2- - / o o c. 4- \ IGH-LOAD SEAMS SEE PLAN n 3 1/2 NORDIC RIM BUILT INTO - 4 CEILING - - 3/ C G BOARDS BY OTHERS) - - O S - - n , - - - OOF PANEL - - - - - -- \ - - - 2 1 3 4 x 1 4 N RD I LAMY\ / 7 / O C coM 6"SIMP N HP18 TRAP OVER _\ - 3 SO CS S -- -- --RAFTERS S PANEL SEAM� -- @ Z s s - � - POST ON TOP OF PLYWOOD SPLICE - Clc� _ - CLT PANEL SEAM)FOR UPL IFT � f7T.O.PLATE '— X STRAPPING \ X STRAPPING \ \ 3/8 ZN\ - r 05/16"x 11"SPAR POWERLAG, 12"o.c. 3 1/2"NORDIC RIM, BUILT INTO PRAY FOAM SEAM ON SITE (y) \ 3 1/2"NORDIC RIM \ _ROOF PANEL Q T.O.PLATE \ 2 6 T.O.PLATE Z 2 $ (9,-0^) (9-0") ROOF PANEL TO HEADER CONNECTION OVER SLIDING DOORS G TYP. SPLINE CONNECTION CLT PANEL SEAM '� N ° °0000000° ° ° ° SIMPSON A35 CLIP,BOTH SIDES OF POST SCALE: 1 1/2"=1'-0" 5 SCALE: 1 1/2"=1'-0" cn o° ° TAPE PANEL SEAMS ONSITE n- 0 0 c� Will 0 °0 0 °0 °° GASKET ° 0 O 00,0 f 0 0°0 0 0°0 0 0 i 1 9/16"STEICO SHEATHING ` ° 00° 00 0 0 ` \ CHORD SPLICE(SEE LOCATIONS IN PLAN, 0 0 o i ` \ 2 (2) 1 3/4"x 7 1/4" NORDIC LAM RAFTERS, TYP.AT CENTER OF 8'CLT PANEL WIDTH) 0 0 0 0 0 0 0 0 2x8 STUDS 24"o.c.w/DENSE-PACK ` \ FASTENED TO CLT w/o5/16"x 9"SPAX 000000oo0 0 CELLULOSE \ ` ______POWERLAGS 16"ox. 1 112"x 5 112"NORDIC LAM(13F-1.6E SPF) 0 00 0 00 n °0 000000° �� 7/16 OSB \ CHORD 0 0°0 0 0°0 0 0° i 1x3 STRAPPING OVER 1/4" ` \ 4% ,�1 L% L `� 0 000o 0000 00 COROPLAST, 12"o.c. \ \ 01/4"x 8"SIMPSON SDS SCREWS, (2)SIMPSON MSTA36 STRAPS,FASTENED w/ i 0 0°o 0 o°0 0 0° i 1/2"SERVICE LAYER ` 12"o.C. + + 26)10d COMMON NAILS PER STRAP 3 1/2"x 9 1/2"NORDIC LAM PLATE, `\ SITE-APPLIED + I + ,€ T.O.POST. 4 (9'-0„) G'7 r=u95 ""o5/16 x 11 7/8 (8x300mm • )ASSY VG _BUTT CHORDS TIGHT TO BEAR @SPLICE 0o M PLUS FULLY-THREADED SCREW `D (OPTIONAL PREDRILL o3/16") 1 9/16"FLAT-GRAIN PLUG 1/2"x 12 3/4"DF POST NORTHFORK 1 ROOF TO 2x8 WALL CONNECTION ROOF TO POST CONNECTION SLIDING DOORS 4 ROOF TO PLATE & POST CONNECTION SCREEN PORCH 6 2X4 CHORD SPLICE CONNECTION EAVE VIEW NORMAL TO ROOF) RESIDENCE SCALE: 1 1/2"=V-0" 2 SCALE: 1 1/2"=V-0" SCALE: 11/2"=V-0" SCALE: 11/2"=V-0" 4 1/8"NORDIC CLT ROOF PANEL 1 3/4"x 71/4"NORDIC LAM RAFTER 5250 VANSTON ROAD SI MSTA36 STRAP ON EACH SIDE OF 1/2"x 14"DF TIE(w/TENON) CUTCHOGU E NY 11935 CLT PANELS INTERLOCK FOR BEARING @ RIDGEDGE(A FARING ON POST (ALIGN 1l2 BELOW UPPER EDGE), RIDGE.USE of/4"x 6"SIMPSON SDS FASTENED wl(26)10d COMMON NAILS PER 3 1/2"x 14"DF GABLE RAFTER SCREWS AS LOCATORS DURING STRAP (2)o3/8"x 7"THREADED ROD w/ INSTALLATION 1/2"WIDE NORDIC LAM RIDGEPOLE WASHER&NUT BOTH ENDS ARCHITECT o3/8"x 9"SPAX TIMBERLAGS,6"o.c. 1/4"x 4 1/2"USP SCREWS 24"o.c. 3 1/2"NORDIC RIM,BUILT INTO LakelFlato Architects,INC Qs (STAGGERED ON OPPOSITE SIDES) , ---ROOF PANEL 331 Third Street CLEATS FOR RAISING ---------------------------------------------------- ..............4 ... ......... 4 1/8"NORDIC CLT ROOF PANEL 5 1/2"x 9 1/2"NORDIC LAM PLATE, an Antonio, 8205 r — (210)679-2327 T.O.RIDGE RIDGE CHORD JOINT(SEE LOCATIONS IN 5 1/6"x 9"SPAX POWERLAGS, 16"o.c. _ SITE-APPLIED (w/TENON INTO POST) ......... ....................................... ... .......... LAN) CHORD SPLICE STRAPS(SEE DETAIL) 3 (900�j POST CIVIL ENGINEER - The Raynor Group,P.E.&L.S.PLLC N N860 Montauk ig way, ox 720 5112"x 91/2"NORDIC LAM RIDGEPOLE COVER MORTISE w/TIMBER INLAY Water Mill,NY 11976 BUTT TIGHT TO BEAR @ SPLICE (631)726-7600 5 1/4"x 11 7/8"ANTHONY POWER = SPRAY FOAM GAPS ONSITE L — — — — — — — — — PRESERVED GLULAM POST(W/ _ -- -HOUSING FOR PLATE) LANDSCAPE ARCHITECT 3 1/2"x 14"DF POST w/HOUSING ( Margie Ruddick Landscape /�\\ OR TIE) 11 Neperan Road Unit 6 o �� \\ - - -_- - Tarrytown,NY 10591 (212)796-5087 \ -= RIDGE CHORD SPLICE CONNECTION PLAN VIEW ROOF TO SCREEN PORCH GABLE RAFTER CONNECTION FRONT ELEVATION-VIEW FROM INSIDE PORCH \\ 3/4"CEILING BOARDS(BY OTHERS) SCALE: 1 1/2"=V-0" 1 O SCALE: 1 1/2"=1'-0" STRUCTURAL ENGINEER Benson Woodworking Company,Inc. /� \\ -- - 6 Blackjack Crossing // \\ _ - Walpole,NH 03608 -2016 (603)439 \ \ 1 3/4"x 7 1/4"NORDIC LAM RAFTER M/P ENGINEER \ _ _ \ \\ = 6+ CLT PANEL NOT SHOWN FOR Ripcord Engineering Inc. _CLARITY PO Box 4175 Portland,ME 04101 3 1/2"NORDIC RIM, BUILT INTO (207)835-4060 \ Ylv 1l2"x 91/2"NORDIC LAM RIDGEPOLE ROOF PANEL \ \ 5/16"x 11"SPAX POWERLAG, 12"o.c. NHT VERBINDER H 180 HANGER, 3" LIGHTING DESIGNER ` _ FASTENED TO RIDGE w/(14) 1/2"x 14"DF TIE BEYOND _ _ _ _ _ _ _ _ _ byrdwaters DESIGN,Ilc 5x70mm SPAX SCREWS 3939 Black Gold Dr \ RDIC \ 2 6 f �,, SITE-APPLIED(Owl TENON NI TO POST) Dallas,TX( T.O.PLATE (9-0) X X — — — o, — — — — J (214)4 0 6737 05/16 x 11 SPAX POWERLAG o C VoOo (PREDRILL IN SHOP THRU SLOT IN . 8.0."PLATE 0 00 0 00 0� HT HANGER) (9-0) ° °o° °o° ° (2) o3/8"x 9"SPAX POWERLAGS O 00 0 00°0° —3 1/2"x 14"DF GABLE POST LATE TO POST 0 0 0 0 0 0 0 0 0 oopO°°o°0° PRESERVED GLULAM POSTPOWERw/ 0 0 0 o c HOUSING FOR PLATE) 6 5/8" v 3 1/2"x 14"DF POST BEHIND SIDE ELEVATION-VIEW FROM OUTSIDE PORCH 7 CLT PANEL SEAM CONNECTION RIDGE 9 ROOF CONNECTION TO EXTERIOR WALL GREAT ROOM 1 1 RIDGE CONNECTION TO SCREEN PORCH GABLE POST 102 ROOF CONNECTION TO SCREEN PORCH CORNER POST BENSONWOOD SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=V-0" SCALE: 1 1/2"=V-0" SCALE: 1 1/2"=V-0" 6 BLACKJACK CROSSING WALPOLE,NH 03608 USA PHONE:(603)756-3600 FAX:(603)756-3200 EMAIL:info@bensonwood.com 3/4"PLYWOOD SPLINE ROOF CLT PANEL LAPS OVER TOP OF WALL 1 1/4"1 1/4" 8d(o 0.131"x 2112")@ 2"o.c.,2 ROWS EACH SIDE OF SEAM AND TO FLUSH 0114"x 6"USP SCREW,3"o.c. AFTER 2019.05.15 LIF PROJ.NO. 17086 of/4"x 41/2"USP SCREW,3"o.c.EACH SIDE OF SEAM PROJ.ARCHITECT DE DRAWN BY: ECRU _ Co : : Co - 2 8 i SPRAY FOAM BY BUILDER IN ACCESS BAY - o o SET ISSUE DATES 0 0 OR WALL o pOo o°o of - DATE ISSUE : 00 0 00 0 0o i 0 0 0 0 0 0 0 o i P SITE \ 2018.10.12 BID SET - S RAY FOAM SEAM ON S T - - - _ - - _ o° o 00 0 00 \ 2019.05.15 PERMIT SET — TRUSTEES REV N 0 0 0 0 0 0 0 0 % - 000 0 00 00°0 : 3 PLY(41/8")NORDIC CLT PANEL \ 7"x 10 1/2"NORDIC LAM RAFTER(BEYOND) 3/8" o00 0 °a 0 000 SITE-APPLY 2x3 TOP PLATE AFTER SEAM \\ HSS 2x1x3116"STRUCTURAL MULLION ° ° ° ° ° ° SEALING x6 STUD WALL w/7/16"OSB \ �i�, FASTENED TO HEADER w/(4)of/4"x 3"USP 0 0 0 0 0 0 0 0 01/4"x 6"USP SCREW, 6"o.c. \ 000 000 00 i 00 0 0° o o° i __ - - LONG HEADER \ CREWS i 0°0 0 000 0 000 - = - \ \ �7"x 91/2"NORDIC LAM HEADER 0 0 o 0 00 000 0 %�,, 01/4"x 6"USP SCREW, 6"o.c. = ��\ LONG HEADER - -- 7"x 9 112"NORDIC LAM HEADER \ o \ E REVISIONS 103 ROOF CONNECTION TO GABLE END SHEAR WALL M7 15 ROOF TO MISSHEAR WALL CONNECTION _ _ ORDIC LAM FILLER BEAM _ _ ____ \\ NO. DATE DESCRIPTION SCALE: 11/2"=1'-0" SCALE: 11/2"=1'-0" �� 6, \ \ \ 5/16"x 13" SPAX POWERLAG, 12"o.c. 1/8" o1/4"x 6"USP SCREW,Y o.c. \♦ ♦\ - %5, SPRAY FOAM BY BUILDER ♦ �' 2 6, i 01/4"x 3"USP SCREWS,3"o.c.ALONG \ 7"x 101/2"NORDIC LAM RAFTER(BEYOND) ��iy, STEEL RAFTER ♦ 2 8 2 6 ♦ > 0000000oi \ HSS 2x1x3116"STRUCTURAL MULLION °o o °0 0 °0 0 i 0 0 - „ " o 0 o i - - PER- o ° O PERMIT SET FASTENED TO HEADER w! 4 0114 x 3 USP o 0 o f - - - - - - -- SPRAY FOAM BY BUILDER IN ACCESS BAY \ � o 0 0 0 0 0 0 o i WT6x13 RAFTER SCREWS o 0 o i OR WALL ♦ 000 000 0o i ♦ 00 0 00 0 0° of - _ - ) 000o i N 0000 - = - N N N - \ 000 0 0 o i ... .._. .... ..... \ , 0 0 0 p 0 \ 0 O 00 O 00 O% \ ) 0 0 0 0 0 0 0 0 BAYS EITHER SIDE OF CONNECTION TO \ ° 0 00 0 00 O HOUSE - ROOF BE SITE-INSULATED(SPRAY FOAM BY ♦ °°°°°°°°°°° ' BUILDER)FOR ACCESS TO STEEL CONNECTIONS x6 STUD WALL w/7/16"OSB \ \ °0 0 0 0 0 0°0 0 i °00°°000°00 ; FRAMING ),000° 00o0 DETAILS ANNI 14 CLT TO RAFTER CONNECTION STEEL BRACED FRAMES 16 ROOF TO M6.5 SHEAR WALL CONNECTION 1 7 SKYLIGHT HEAD FRAMING Q SKYLIGHT SILL FRAMING SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=V-0" 18 SCALE: 1 1/2"=V-0" FOR PERMIT- u 3 PLY(4118")NORDIC CLT PANEL, t l0 TYPICAL SPAN FROM RIDGE TO EAVE Ut p r 314"PLYWOOD SPLINE Q N 8d(o 0.131"x 2112")@ 2"o.c.,2 ROWS000) EACH SIDE OF SEAM&TO FLUSH RAFTER J 3 PLY(4118")NORDIC CLT PANEL OVER ry WON O SKYLIGHT,SPAN PARALLEL TO RIDGE W Q N U OVER SKYLIGHT 13 5/16" X O O o1/4"x 6"USP SCREW, 12"o.c. U) }— N RY LL 4- x8 LEDGER U) 0 Co (ROW OF 4)16d(o 0.131"x 3 1/2")@ 12"o.c., co x _ 7"x 101/2"NORDIC LAM FLUSH RAFTER W (� to N N N 04 T.. Z 4 V co < N ZO .l 9 ROOF PANEL SEAM UPSLOPE FROM SKYLIGHT JAMB Q N SCALE: 1 1/2"=V-0" (0 fl FASTENING SAME AS DETAIL 19 10 3/16" A co c , f -- --- 7"x 10 1/2"NORDIC LAM FLUSH RAFTER NORTHFORK 20 SKYLIGHT JAMB SCALE: 1 1/2"=1'-0" RESIDENCE 5250 VANSTON ROAD CUTCHOGUE, NY, 11935 ARCHITECT LakelFlatoArchitects,INC 331 Third Street San Antonio,TX,78205 (210)679-2327 CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 (631)726-7600 LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 (212)796-5087 STRUCTURAL ENGINEER Benson Woodworking Company,Inc. 6 Blackjack Crossing Walpole,NH 03608 (603)439-2016 MIP ENGINEER Ripcord Engineering Inc. PO Box 4175 Portland,ME 04101 (207)835-4060 LIGHTING DESIGNER byrdwaters DESIGN,Ilc 3939 Black Gold Dr Dallas,TX 75247 (214)460-2673 /. BENSONWOOD 6 BLACKJACK CROSSING WALPOLE,NH 03608 USA PHONE:(603)756-3600 FAX:(603)756-3200 EMAIL:info@bensonwood.com 2019.05.15 LIF PROJ.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: EC,PU SET ISSUE DATES DATE ISSUE 2018.10.12 BID SET 2019.05.15 PERMIT SET — TRUSTEES REV REVISIONS NO. DATE DESCRIPTION PERMIT SET HOUSE - ROOF FRAMING DETAILS FOR PERMIT v5402 z2 n1nm -0o_r[E=-Ire om=. 0 HVAC SYMBOLS CONTROLS SYMBOLS c Lo L0 HVAC ABBREVIATIONS HVAC ABBREVIATIONS MECHANICAL SYSTEM DESCRIPTION � � T, 1. VENTILATION 2 000 DIFFUSER TAG T ROOM THERMOSTAT/TRANSMITTER-WALL MOUNT TERM ABBREVIATION TERM ABBREVIATION a N L0 a. MAIN HOUSE A KILOWATT HOUR KWH m TYPE ABOVE FINISHED FLOOR AFF LATENT HEAT LH i. THE MAIN HOUSE WILL BE VENTILATED AND DEHUMIDIFIED BY A COMPACT AIR TREATMENT TREATMENT UNIT(ATU).THE AIRFLOW ABSOLUTE ABS LEAST MEAN TEMP.DIFFERENCE LMTD ATU IS A COMPOSITE MACHINE MADE UP OF A WATER-TO-WATER HEAT PUMIP AND AN ENERGY RECOVERY VENTILATOR.THE � I- E ACCUMULAT(E,-OR) ACCUM LEAST TEMP.DIFFERENCE LTD ATU FOR THE GREAT ROOM BASEMENT AND LOFT WILL PROVIDE GENERAL VENTILATION AND DEW POINT TEMPERATURE - TYPE O ROOM HUMIDISTAT (MOISTURE}/TRANSMITTER-WALL MOUNT ° W (n N O ELECTRO-MECHANICAL EQUIPMENT TAG AIR CONDITION(-ING,-ED) AIR COND LEAVING AIR TEMPERATURE LAT o N0. AIR HORSEPOWER AHP LEAVING WATER TEMPERATURE LWT CONTROL. BATHROOMS WILL RETURN DIRTY AIR TO THE ATU. FRESH SUPPLY AIR OF A SUITABLE DEW POINT WILL BE N AIR RELIEF ATV LENGTH LG DELIVERED FROM THE ATU TO THE BEDROOMS. DEW POINT MAINTENANCE ENSURES THE PERFORMANCE OF RADIANT o W Q N U Ref AIR-CONDITIONING UNIT(S) ACU LINEAR FEET LF COOLING SURFACES DURING THE COOLING SEASON. SUPPLY AND RETURN TERMINAL LOCATIONS AS DESIGNED PROMOTE X X O W TT TEMPERATURE TRANSMITTER AIR-HANDLING UNIT AHU LIQUID LIQ CASCADE VENTILATION. LL r 0 cc ALTERATION ALTRN LOAD-SHARING(HYBRID)HVAC SYSTEM LSHVAC W r W }' 1 ii. THE KITCHEN RANGE WILL BE EXHAUSTED BY ADIRECT-EXHAUST RANGE HOOD THROUGH THE ROOF. A PACKAGED EXTERIOR ELEVATION ALTERNATING CURRENT AC LOGARITHM(NATURAL) � W N (z A101 ALTITUDE ALT LOGARITHM TO BASE 10 LOG MAKE-UP AIR (MUA) UNIT WITH RANGE HOOD OPERATION SENSED BUT CURRENT TRANSMITTER WILL PROVIDE REPLACEMENT I- ILL _ AMBIENT AMB LOW-TEMP.HOT WATER LTHW AIR INTO THE BASEMENT.THE MUA UNIT WILL TEMPER MUA IN THE WINTER WITH AN INTEGRATED ELECTRIC RESISTANCE ,.. Cc TT TEMPERATURE TRANSMITTER,AVERAGING ELEMENT AMERICAN NATIONAL STANDARDS INSTITUTE ANSI M 0 Lo N Ref AMER CAN WIRE GAGE AWG MACH NUMBER MACH HEATER. IN THE SUMMER, MAKE-UP AIR WILL BE UNTEMPERED BY THE MUA UNIT.YEAR ROUND, A NEUTRAL TEMPERATURE �� 1 AMPERE N WIRE GAGPS) AMP MASS FLOW RATE MAR DELIVERY(NTD) UNIT WILL PROVIDE FINISH CONDITIONING TO SATISFY DRY BULB AND DEW POINT REQUIREMENTS PRIOR TO _ - Cy) � Ref MT MOISTURE (HUMIDITY)TRANSMITTER APPARATUS DEW POINT ADP MAXIMUM MAX THE DELIVERY OF MUA TO THE GREAT ROOM. Z cf) APPROXIMATE APPROX MEAN EFFECTIVE TEMP. MET ill. LATENT COOLING LOADS ASSOCIATED WITH THE GREAT ROOM WILL BE ADDRESSED BY A NEUTRAL TEMPERATURE _ Cc ATMOSPHERE ATM MEAN TEMP.DIFFERENCE MTD DELIVERY(NTD) UNIT.THE NTD UNIT OPERATES ON THE SAME PRINCIPLES AS A TYPICAL WATER SOURCE HEAT PUMP. I- O M - AVERAGE AVG MEDIUM-TEMP.HOT WATER MTHW 1 A101 1 INTERIOR ELEVATION HOWEVER,THE PRIMARY FUNCTION OF THE NTD UNIT DURING THE COOLING SEASON IS DEW POINT TEMPERATURE CONTROL f- PT PRESSURE TRANSMITTER AZIMUTH AZ MERCURY HG B MILES PER HOUR MPH RATHER THAN SENSIBLE TEMPERATURE CONTROL.THIS AIDS IN MAINTAINING THE PERFORMANCE OF RADIANT COOLING BAROMETER(-TRIC) BARD MINIMUM MIN SURFACES DURING THE COOLING SEASON OPERATION. T Z N Ref BILL OF MATERIAL BOM MINUTE MIN Q N 1 SPS STATIC PRESSURE SENSOR BOILER BLOW DOWN BBD N b. GARAGE BARN M No.O FEED WATER BFW NOISE CRITERIA NC ( )i.A SINGLE ENERGY RECOVERY VENTILATION ERV SYSTEM WILL PROVIDE BALANCED VENTILATION. FRESH SUPPLY AIR WILL p TYPE BOILER MECHANICAL EQUIPMENT TAG BOILING POINT BP NORMALLY CLOSE NC BE DELIVERED TO THE GYM AND FAR LOFT AREAS. DIRTY RETURN AIR WILL BE REMOVED FROM THE BATHROOM AND NEAR Z r BRAKE HORSEPOWER BHP NORMALLY OPEN NO LOFT AREAS. SUPPLY AND RETURN TERMINAL LOCATIONS AS DESIGNED PROMOTE CASCADE VENTILATION. Q N FT FLOW TRANSMITTER BRINE-RETURN BR NOT APPLICABLE N/A c. CARRIAGE HOUSE RECTANGULAR WALL DIFFUSER BRINE-SUPPLY as NOT IN TO SCALE N T S CONTRACT N IC i.THE GUEST HOUSE WILL BE VENTILATED AND DEHUMIDIFIED BY A COMPACT AIR TREATMENT UNIT(ATU).THE ATU IS A a BRITISH THERMAL UNIT BTU NOT T mi C NUMBER NO COMPOSITE MACHINE MADE UP OF A WATER-TO-WATER HEAT PUMP AND AN ENERGY RECOVERY VENTILATOR. BATHROOMS, ROUND RETURN DIFFUSER IT CURRENT TRANSMITTER CELSIUS DEG.C 0 POWDER ROOM,AND KITCHENETTE AREA WILL RETURN DIRTY AIR TO THE ATU. FRESH SUPPLY AIR OF A SUITABLE DEW CENTER TO CENTER CTOC OUNCE oz POINT WILL BE DELIVERED FROM THE ATU TO THE BEDROOMS AND LIVING AREA.SUPPLY AND RETURN TERMINAL LOCATIONS CICU STANDARD CONDITIONS SCFM OUTSIDE AIR oA AS DESIGNED PROMOTE CASCADE VENTILATION. ® ROUND SUPPLY DIFFUSER CT CONDUCTIVITY TRANSMITTER CIRCUIT CLOCKWISE cW PARTS PER MILLION PPM ii. THE KITCHEN RANGE HOOD IS OF THE RECIRCULATING TYPE. MAKE-UP AIR IS UNNECESSARY. COEFFICIENT COEF PERCENT i iii. THE CABIN IN/OUT BATHROOM WILL USE A TYPICAL BATH FAN TO PROVIDE EXHAUST ONLY VENTILATION. COEFFICIENT,VALVE FLOW Cv PHASE(ELECTRICAL) PH SPACE NUMBER 2. HEATING AND COOLING 1 O� COMPRESSOR CMPR POUNDS LBS SD SMOKE DETECTOR CONDENS(-ER,-ING,-ATION) COND POUNDS PER SQUARE FOOT PSF a. CAMPUS AIR-TO-WATER HEAT PUMP HEATING AND COOLING PLANT SQUARE RETURN DIFFUSER CONDENSATE-DRAIN CD POUNDS PER SQUARE INCH PSI LA CAMPUS AIR-TO-WATER HEAT PUMP HEATING AND COOLING PLANT LOCATED NEAR THE GARAGE BARN WILL PROVIDE CONDENSER WATER-RETURN CWR PRESSURE PRESS SEASONALLY DEPENDENT NON-SIMULTANEOUS HOT OR COLD WORKING FLUID (BRINE ALSO KNOWN AS PROPYLENE GLYCOL) PDT PRESSURE DIFFERENTIAL TRANSMITTER CONDENSER WATER-SUPPLY CWS PRESSURE DROP OR DIFFERENCE PD TO THE GARAGE BARN, MAIN HOUSE,AND CARRIAGE HOUSE. INSULATED UNDERGROUND PIPING WILL TRANSPORT BRINE ® SQUARE SUPPLY DIFFUSER CONDUCTIVITY CNDCT PRESSURE,BAROMETRIC BARO PR COOLING LOAD CLG LOAD PRESSURE,DYNAMIC(VELOCITY) VP BETWEEN THE GARAGE BARN, MAIN HOUSE, AND CARRIAGE HOUSE. COOLING TOWER WATER-RETURN CTWR PRESSURE,STATIC SP ii. MAIN HOUSE PDS PRESSURE DIFFERENTIAL SWITCH COOLING TOWER WATER-SUPPLY CTWS PRESSURE,VAPOR VAPPR 1. GREAT ROOM, LOFT,AND BEDROOM AREA FIRST STAGE HEATING AND COOLING IS PROVIDED BY RADIANT FLOORS. HVAC PIPING SYMBOLS COUNTERCLOCKWISE CccwUF PRIMARY PSI LIMITED SECOND STAGE HEATING AND COOLING IS PROVIDED BY THE ATU AND NTD REFERENCED ABOVE. EACH AREA CUBIC FEET CU FT PSF ABSOLUTE PSFA HS HAND SWITCH HAND-OFF-AUTO SWITCH CUBIC FEET PER MINUTE CFM PSF GAGE PSFG WILL HAVE INDIVIDUAL TEMPERATURE CONTROL.THE GREAT ROOM WILL HAVE SLIDING DOOR POSITION SENSORS TO -FOD FOD FOD- FUEL OIL DISCHARGE ( ) CUBIC FEET PER SEC,STANDARD SCFS PSI ABSOLUTE PSIA DISABLE MECHANICAL SYSTEMS WHEN OPEN. DEW POINT TEMPERATURE WILL BE MAINTAINED BY THE ATU AND NTD CUBIC INCH CU IN PSI GAGE PSIG REFERENCED ABOVE.THE ATU WILL MAINTAIN DEW POINT SET POINT IN THE BEDROOM AND LOFT AREAS.THE NTD WILL -FOF FOF FOF- FUEL OIL FILL D PUMPED CONDENSATE Pc MAINTAIN DEW POINT SET POINT IN THE GREAT ROOM AREA. AREA SENSORS WILL ENSURE THAT ASSOCIATED FLOOR -FOG-FOG-FOG- FUEL OIL GAUGE ZC VALVE OR DAMPER POSITION CONTROLLER DEGREE DEG QUART QT TEMPERATURES REMAIN ABOVE CALCULATED DEW POINT BY CONTROLLING BRINE LOOP TEMPERATURE AND FLOW.THE DENSITY DENS R BASEMENT WILL BE CONDITIONED WITH A SINGLE RECESSED FAN COIL UNIT. -FOR-FOR-FOR- FUEL OIL RETURN DEPTH OR DEEP DP RADIANT PANEL RP iii.GARAGE BARN DEW-POINT TEMPERATURE DPT RADIAT(-E,-OR) RAID KR LOCAL RECORDING TIME CLOCK(RUNTIME) DIAMETER DIA RADIATION RADN 1.THE GYM WILL BE CONDITIONED WITH A SINGLE RECESSED FAN COIL UNIT. -Fos Fos Fos- FUEL OIL SUPPLY DIAMETER,INSIDE ID RANKINE DEG.R 2.THE STUDIO WILL BE CONDITIONED WITH TWO RECESSED FAN COIL UNITS. NORTHFORK DIAMETER,OUTSIDE OD RECEIVER RCVR iv. CARRIAGE HOUSE -Fov Fov FOV- FUEL OIL VENT DIFFERENCE OR DELTA DIFF RECIRCULATE RECIRC 1.CABANA AND GUEST ROOM FIRST STAGE HEATING AND COOLING IS PROVIDED BY CEILING MOUNTED FAN COIL UNITS. TSL TEMPERATURE SWITCH, LOW (FREEZESTAT) DIRECT CURRENT DC REFRIGERANT(12,22,ETC.) R12,R22 - HG HG HG - GAS, HIGH PRESSURE DIRECT RADIATION DIRRADN REFRIGERANT-LIQUID RL LIMITED SECOND STAGE HEATING AND COOLING IS PROVIDED BY THE ATU REFERENCED ABOVE. EACH ROOM WILL DRY-BULT TEMPERATURE DBT REFRIGERANT-SUCTION RS HAVE INDIVIDUAL TEMPERATURE CONTROL.ALL ROOMS WILL HAVE WINDOW/DOOR POSITION SENSORS TO DISABLE RESIDENCE -LPG LPG LPG- GAS, LIQUEFIED PETROLEUM TSH TEMPERATURE SWITCH, HIGH (FREEZESTAT) DUALTEMPERATURE-RETURN H/CR RELATIVE HUMIDITY RH MECHANICAL SYSTEMS WHEN OPEN. DUAL TEMPERATURE-SUPPLY H/CS RESIST(-ANCE,-IVITY,-OR) RES 2.BATHROOMS IN EACH GUEST ROOM WILL HAVE SUPPLEMENTAL ELECTRIC RESISTANCE TOWEL BARS. - G G G - GAS, LOW PRESSURE E RETURN AIR RA EFFECTIVE TEMPERATURE ET REVOLUTIONS REV 3.INSULATION - MG MG MG - GAS, MEDIUM PRESSURE LC LEVEL CONTROLLER EFFICIENCY EFF REVOLUTIONS PER MINUTE RPM a.UNDERGROUND BRINE PIPING WILL BE PRE-INSULATED PLASTIC PIPING FOR INSTALLATION EFFICIENCY AND ENERGY ELECTROMOTIVE FORCE EMF REVOLUTIONS PER SECOND RIPS CONSERVATION. ELEVATION EL ROUGHNESS RGH b.ABOVEGROUND BRINE PIPING WILL BE FIELD INSULATED WITH VAPOR TIGHT MINERAL FIBER OR FLEXIBLE - BR BR BR - BRINE, RETURN ENTERING ENT S LT LEVEL TRANSMITTER ENTERING AIR TEMPERATURE EAT SAFETY FACTOR SF ELASTOMERIC INSULATION FOR ENERGY CONSERVATION AND CONDENSATION PREVENTION. - as as es - BRINE, SUPPLY ENTERING WATER TEMPERATURE EWT SATURATION SAT c.FAN COIL CONDENSATE PIPING WILL BE INSULATED WITH FLEXIBLE ELASTOMERIC INSULATION FOR CONDENSATION ENTHALPY H SEA LEVEL SL PREVENTION. -H/C R-H/C R H/C R ENTROPY S SECOND S DUAL TEMPERATURE, RETURN IVALENT DIRECT RADIATION EDR SENSIBLE HEAT gH d.INTAKE AND EXHAUST DUCTS FOR ATUs AND ERVs, BATH EXHAUST FANS,AND KITCHEN RANGE HOOD MAKE-UP AIR EQU CONTROLS SYMBOLS EQUIVALENT FEET EQIVFT SENSIBLE HEAT GAIN SHG UNITS WILL BE INSULATED WITH FOIL-FACED DUCT WRAP FOR CONDENSATION PREVENTION. 5250 VANSTON RD H/C s-H/C S H/C S- DUAL TEMPERATURE, SUPPLY EQUIVALENT INCHES EQIV IN SENSIBLE HEAT RATIO SHR 4.CONTROLS CUTCH OGU E NY 11935 EVAPORAT(-E,-ING,-ED,-OR) EVAP SHAFT HORSEPOWER SFTHP a.THE CAMPUS MAKES USE OF THE FOLLOWING CONTROLS TYPES: (1) SYSTEM, (2) PLANT, (3) ZONE, (4)AREA, (5) ROOM, - GR GR GR - GLYCOL, RETURN EXPANSION EXP SP HT AT CONSTANT PRESSURE Cp (6) EQUIPMENT. F SP HT AT CONSTANT VOLUME Cv = GS - Gs - GS = GLYCOL, SUPPLY PSH PRESSURE SWITCH HIGH FACE AREA FA SPECIFIC GRAVITY SG i. SYSTEM-MANAGES THE CAMPUS HVAC SYSTEM BY INTERACTING WITH PLANT,ZONE,AND ROOM CONTROLLERS. RIPCORD ENGINEERING FACE TO FACE FTO F SPECIFIC VOLUME SP VOL THE SYSTEM CONTROLLER IS LOCATED IN THE GARAGE BARN.THE SYSTEM CONTROLLER ALSO MANAGES FAN COIL HTWR HTWR HTWR FACE VELOCITY FVEL SPECIFICATION SPEC PO BOX 4175;PORTLAND,ME 04101;207-835-4060 HOT WATER, HIGH TEMPERATURE, RETURN UNITS LOCATED IN THE GARAGE BARN. F DEG.F SQUARE SQ FEETEET PER ii. PLANT-MANAGES THE AIR-TO-WATER HEAT PUMP PLANT USING ENABLE AND SEASON CHANGEOVER INPUTS PER MINUTE FPM STANDARD STD -HTWs-HTWs-HTWs- HOT WATER, HIGH TEMPERATURE, SUPPLY PSL PRESSURE SWITCH LOW FEET PER SECOND FPS STATIC PRESSURE SP RECEIVED FROM THE SYSTEM CONTROLLER.THE PLANT CONTROLLER IS LOCATED IN THE GARAGE BARN. FOOT OR FEET FT SUCTION SUCT ill.ZONE-MANAGES THE BUILDING HVAC SYSTEM BY INTERACTING WITH AREA AND ROOM CONTROLLERS.A ZONE -HWR HWR-HWR HOT WATER, LOW TEMPERATURE, RETURN FOOT-POUND FT LB SUPPLY SPLY CONTROLLER IS LOCATED IN THE MAIN HOUSE AND THE CARRIAGE HOUSE. FREEZING POINT FP SUPPLY AIR SA iv.AREA-PROVIDES AN INTERFACE TO THE USER.TRANSMITS USER SETTINGS AND AREA DATA TO THE SYSTEM OR -Hws Hws-Hws- HOT WATER, LOW TEMPERATURE, SUPPLY EPT ELECTRONIC TO PNEUMATIC TRANSDUCER FREQUENCY Hz r FUEL OIL DISCHARGE FOD TABULAT(-E,-ION) TAB ZONE CONTROLLERS. FUEL OIL FILL FOF TEMPERATURE TEMP v.ROOM - PROVIDES AN INTERFACE TO THE USER.TRANSMITS USER SETTINGS AND AREA DATA TO THE SYSTEM OR HVAC PIPING SYMBOLS FUEL OIL GAUGE FOG TEMPERATURE DIFFERENCE TD ZONE CONTROLLERS. (�102 CARBON DIOXIDE TRANSMITTER FUEL OIL RETURN FOR TEMPERATURE ENTERING TE FUEL OIL SUPPLY FOs TEMPERATURE LEAVING TL vi. EQUIPMENT- PROVIDES AN INTERFACE TO THE USER FOR SPECIFIC PIECES OF EQUIPMENT THAT DO NOT -MTWR-MTwR-MTWR- HOT WATER, MEDIUM TEMPERATURE, RETURN FUEL OIL TANK VENT Fov THERMAL CONDUCTIVITY K INTERACT WITH THE SYSTEM CONTROLLER. G THERMAL RESISTANCE R b.THE SYSTEM CONTROLLER WILL BE SMART-PHONE COMPATIBLE. -MTWs-MTWS-MTWS- HOT WATER MEDIUM TEMPERATURE SUPPLY GAGE OR GAUGE GA THERMOCOUPLE Tc ' AT CARBON MONOXIDE TRANSMITTER GALLONS GAL THERMOSTAT TSTAr C.USER INTERFACES WILL BE INTUITIVE. _CWR-CWR CWR- CONDENSER WATER, RETURN CO GALLONS PER DAY GPD THICK(-NESS) THKNS d.USER INTERFACES GALLONS PER HOUR GPH THOUSAND CIRCULAR MILS MCM i. SYSTEM LEVEL CONTROL: MPAD GALLONS PER MINUTE GPM THOUSAND CUBIC FEET MCF 1. TOUCH SCREEN -CWS cws-cws- CONDENSER WATER, SUPPLY GAS-HIGH PRESSURE HG THOUSAND FOOT-POUNDS KIP FT ( ) LOCATED IN THE MAIN HOUSE AT OCCUPANCY SENSOR 2.TOUCH SCREEN MPAD LOCATED IN THE GARAGE BARN GAS-LIQUEFIED PETROLEUM LPG THOUSAND POUNDS KIP ( ) - c c c - CONDENSATE FLOW OC GAS-LOW PRESSURE G TIME T 3. SMART PHONE (BRING YOUR OWN DEVICE). GAS-MEDIUM PRESSURE MG TONS OF REFRIGERATION TONS ii.HEATING/COOLING PLANT CONTROL: - CD CD CD - CONDENSATE, DRAIN GLYCOL-RETURN GR TOTAL HEAT TOT HT 1.TOUCH SCREEN LOCATED IN THE GARAGE BARN. LTCP LOCAL TEMPERATURE CONTROL PANEL GLYCOL-SUPPLY GS U - Mu Mu MU - WATER, MAKEUP ill.ZONE LEVEL SET POINT CONTROL VIA TOUCH PANELS (/MTOUCH IN THE FOLLOWING AREAS: GRAINS GR U-FACTOR U l ) GRAVITATIONAL CONSTANT G V 1.CARRIAGE HOUSE, GREAT ROOM ATV ATV ATV- AIR RELIEF HVAC HVAC CONTROL PANEL GREATEST TEMP DIFFERENCE GTD VACUUM VAC 2.CARRIAGE HOUSE, EACH GUEST ROOM H VACUUM PUMP DISHCARGE VPD 3.GARAGE BARN, EXERCISE ROOM HEAD HD VALVE v- RD RD RD REFRIGERANT, DISCHARGE HEAT GAIN HG VAPOR PROOF VAPPRF 4. GARAGE BARN, LOFT. VSMC VARIABLE SPEED MOTOR CONTROLLER HEAT GAIN,LATENT LHG VARIABLE VAR iv. EQUIPMENT-EQUIPMENT SPECIFIC CONTROLLER IN THE FOLLOWING LOCATIONS: - RL RL RL - REFRIGERANT, LIQUID HEAT GAIN,SENSIBLE SHG VARIABLE AIR VOLUME VAV 1.MUA UNIT, MAIN HOUSE MECHANICAL ROOM HEAT PUMPWATER-RETURN HPWR VELOCITY VEL 2.ERV,GARAGE BARN EXERCISE ROOM. - RS RS RS - REFRIGERANT, SUCTION HEAT PUMP WATER-SUPPLY HPWS VELOCITY,WIND W VEL ECC INTEGRATE CONTROL POINT ON REMOTE GRAPHICS HEAT TRANSFER COEFFICIENT U VENTILATION,VENT VENT -VPD VPD VPD- VACUUM PUMP DISCHARGE WORKSTATION AT ENERGY CONTROL CENTER HEIGHT HGT VERTICAL VERT HIGH TEMPERATURE HOT WATER HTHW VISCOSITY VISC -BBD BBD BBD- BOILER BLOW DOWN HORSEPOWER HP VOLT V TEMPERATURE CONTROLLER. SEE SEQUENCE OF HOT WATER-HIGH TEMPERATURE-RETURN HTWR VOLT AMPERE VA -BFW BFW BFw BOILER FEED WATER TC OPERATION HOT WATER-HIGH TEMPERATURE-SUPPLY HTWS VOLUME VOL HOT WATER-LOW TEMPERATURE-RETURN HWR W HOT WATER-LOW TEMPERATURE-SUPPLY HWS WATER-MAKE UP MU HVAC GENERAL NOTES -CTWR-CTWR-CTWR COOLING TOWER WATER, RETURN HOT WATER-MEDIUM TEMPERATURE-RETURN MTWR WATT W PRESSURE CONTROLLER. SEE SEQUENCE OF HOT WATER-MEDIUM TEMPERATURE-SUPPLY MTWS WATT-HOUR WH CTWs CTWs-cress- COOLING TOWER WATER,SUPPLY PC OPERATION HOUR(S) HR WEIGHT WT 1. GENERAL NOTES ON THIS DRAWING ARE APPLICABLE TO EACH MECHANICAL DRAWING OF THIS SET. SEE EACH DRAWING FOR SPECIFIC HUMIDIFICATION H WET BULB WB NOTES APPLICABLE TO THAT DRAWING. -HPWRHPWRHPWR- HEAT PUMP WATER, RETURN HUMIDITY,RATIO W WET-BULB TEMPERATURE WBT 2. DESIGN IN ACCORDANCE WITH NEW YORK STATE UNIFORM AND ENERGY CODES. SC SPEED CONTROLLER. SEE SEQUENCE OF OPERATION HUMIDITY,RELATIVE RH WIND DIRECTION WDIR HEAT PUMP WATER, SUPPLY I WIND PRESSURE WPR 2.1 2015 INTERNATIONAL RESIDENTIAL CODE. -HPWS-HPWS-HPWS- INCH IN v INDICATED HORSEPOWER IHP YARD YD 2.2 2015 INTERNATIONAL FIRE CODE. - H H H - HUMIDIFICATION INTERNATIONALPIPESTANDARD IPs YEAR YR 2.3 2015 INTERNATIONAL PROPERTY MAINTENANCE CODE. FC FLOW CONTROLLER. SEE SEQUENCE OF OPERATION IRON PIPE SIZE IPs z 2.4 2017 UNIFORM CODE SUPPLEMENT. VALVE SYMBOLS KILOWATT Kw ZONE z 2.5 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 2.6 2013 ASHRAE 90.1. pQ� GATE VALVE-THREADED/FLANGED FSH FLOW SWITCH HIGH 2.7 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. GLOBE VALVE-THREADED/FLANGED 3. COORDINATE LOCATION OF GRILLES, REGISTERS, DIFFUSERS,THERMOSTATS AND OTHER WALL OR CEILING MOUNTED HVAC ACCESSORIES WITH THE REFLECTED CEILING PLAN AND ARCHITECTS ELEVATION DRAWINGS. COORDINATE LIGHTING FIXTURE LAYOUT AND ACCESSORIES Nj C GATE VALVE WITH 3/4" HOSE ADAPTER FSL FLOW SWITCH LOW INSTALLED BY OTHER TRADES TO REFLECT GOOD WORKMANSHIP THROUGHOUT. CHECK VALVE 4. ARRANGE PIPING AND DUCTWORK, PARTICULARLY ABOVE CEILINGS,AS REQUIRED TO CLEAR STRUCTURE, DUCTS,CONDUIT, ETC.ALLOW SPACE FOR PIPE HANGERS, EXPANSION LOOPS AND ACCES TO VALVES, FILTERS AND EQUIPMENT. WYE STRAINER (WITH BALL VALVE&HOSE CONNECTION) KC TIME CLOCK CONTROLLING EQUIPMENT ON A SCHEDULE 5. EQUIPMENT WITH FILTERS SHALL BE INSTALLED SUCH THAT FILTERS ARE READILY ACCESSIBLE FOR REGULAR SERVICING. Y 6. CONTRACTOR SHALL VERIFY REFRIGERANT PIPE SIZES WITH EQUIPMENT MANUFACTURERS FOR THE INDICATED INSTALLATION. WYE STRAINER WITH VALVED DRAIN AND QUICK-COUPLE 7. COORDINATE LOCATION AND INSTALLATION OF EQUIPMENT WITH OTHER TRADES. HOSE CONNECTOR 8. THERMOSTATS SHALL BE LOCATED IN THE ROOMS INDICATED. INSTALL THERMOSTATS 4'0"'ABOVE THE FINISH FLOOR UNLESS NOTED OTHERWISE. FLEXIBLE CONNECTION 9. EXTEND DRAIN LINES TO THE NEAREST FLOOR DRAIN OR AS INDICATED. ROUTING SHALL NOT INTERFERE WITH PASSAGEWAYS NOR LIF PROJ.NO. 17086 MAINTENANCE ACCESS. ANGLE GLOBE VALVE 10. PIPING AND DUCTWORK SHALL BE RUN CONTINUOUSLY THROUGH NON-RATED FLOORS,WALLS AND PARTITIONS UNLESS NOTED OTHERWISE. PROJ.ARCHITECT DE DRAWN BY: JP$ 11. FLOOR MOUNTED EQUIPMENT IN THE MECHANICAL ROOM SHALL BE ON 6"THICK CONRETE 'PADS WITH ROUNDED EDGES UNLESS NOTED -���- BUTTERFLY VALVE OTHERWISE. °° 12. CORRECT SETTINGS ON BALANCING FITTINGS SHALL BE PERMANENTLY MARKED. SET ISSUE DATES { BALL VALVE 13. PROVIDE ACCESS DOORS IN DUCTWORK WHERE INDICATED OR REQUIRED FOR ACCESS TO SYSTEM COMPONENTS INCLUDING: DATE ISSUE v �� 13.1 FIRE AND SMOKE DAMPERS 2018.10.12 BID SET SET- PRE TRUSTEES - - MODULATING CONTROL VALVE 13.2 CEILING RADIATION DAMPERS 13.3 BALANCING DAMPERS 2019.05.15 PER1,11T SET- TRUSTEES REV MODULATING CONTROL BUTTERFLY VALVE 14. DIMENSIONS FROM REFERENCES TO EQUIPMENT ARE AN AID FOR EQUIPMENT LOCATION. COORDINATE ACTUAL EQUIPMENT LOCATION(S)AS REQUIRED. TWO POSITION CONTROL VALVE w THREE-WAY MODULATING CONTROL VALVE _N THREE-WAY TWO POSITION CONTROL VALVE REVISIONS �I NO. DATE DESCRIPTION ml PRESSURE REGULATING VALVE 0 a PRESSURE SAFETY VALVE 1' C. 4 AUTOMATIC BALANCING CONTROL VALVE C O HVAC DRAWING SCHEDULE - WATER BALANCE DEVICE LL Y � ��� CIRCUIT SETTER VALVE M101A101A NO. DRAWING NAME HVAC FLOOR PLAN PERMITTING eb M101 B HVAC FLOOR PLAN GATE VALVE WITH GLOBE-VALVED BYPASS M101 C HVAC FLOOR PLANM102A HVAC REFLECTED CEILING PLAN PLUG VALVE M102B HVAC REFLECTED CEILING PLAN M104 HVAC ROOF PLAN HVAC LEGEND CONTROL VALVE (CV)- FLOAT-OPERATED M201A EXTERIOR ELEVATIONS wi PRESSURE REDUCING VALVE (PRV) M201 B EXTERIOR ELEVATIONSM201C EXTERIOR ELEVATIONS LC WATER LEVEL CONTROLLER M501 HVAC DETAILS M601A HVAC SCHEDULES OM FLOW METER M601 B HVAC SCHEDULES M602A HVAC SCHEMATIC M602B HVAC CONTROLS SCHEMATIC t M602C HVAC CONTROLS SCHEMATIC a M901 HVAC ISOMETRIC m a mool 7/8/2019 2:17:33 PM unn L Lo O 0 :E T a N Lo 1 000) I; r M201 A a ~ E � o W (AN O © WQN U J � xoo F- CIJ iL 0 LL � O Z co ai F- 0M _ .................._....................................... ............................................................................................... ... 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[... .........................................I. . .. l C ................. ..................................................................... .. ...... .......................................................� ... .. .._.......................................................... ................................................ .................... .................... ..... . ...................... ..... ... ...... —. .— ... ......... ..................J Z .................. o o d o PERMITTING 56 . a W MAIN HOUSE NORTH ELEVATION MAIN HOUSE WEST ELEVATION EXTERIOR I 3/16"= V-O" 2J)_ ( 3/16"= V-0" ELEVATIONS k 6 2 IC C � .E 4' 0 4' 8' 12' d d (i m Mzu1A U I SCALE: 3/16" = 1' - 0" 7/8/2019 2:18:01 PM LAM=O•-00V0=r-VS 0M C. V LJf Lo Lo oCi O r a N In co NOTE: FROST OR CONDENSATION MAY COLLECT ON METAL PARTS. THE INLET DAMPER AND INSULATED INLET DUCT WILL PREVENT COLD AIR MIGRATION. w C/) N 0 SLOPE TOWARDS OUTSIDE WALL TO DIRECT CONDENSATION TO THE OUTSIDE WALL END. o W a N 0 XXo 0 Wr +-' CEILING MOUNT U) N M L, — l_ — (o _�e OUTSIDE WALL = Z c� ct dwA XOM7 O FLANGE .- r INSULATED MAKE-UPAIR Q N INSULATED = DUCT HEATER M TWINNED PIPING 4 z � DUCT Q N 4 i � CDi� TWIN EPDMd RUBBER END CAP IV�ARM AIR it COMPRESSION RING12 ADAPTER 24 MIN INLET MUST FiEL OUTLET INTAKE VENT ENSOR INSTALL SENSOR 6 TWINNED PEX ADAPTER 3 MAKEUP AIR DETAIL NORTHFORK RESIDENCE ............................................................................................................................ .............. . ................ ......................... ................................................................................... ..................................... ................. ...................................................................... . . .... .......... .................................................. ..............-............................................................................................................... ............................................. ........ ......... .. ...................................I...................................................................................... ....................................... ................................................................................................... .................................................................................. 5250 VANSTON RD CUTCHOGUE, NY, 11935 RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 NOTE: THIS DETAIL FOR ILLUSTRATIVE PURPOSES. SEE ARCHITECTURALS FOR A FULL DESCRIPTION OF THE RADIANT FLOOR ASSEMBLY. TWIN EPDM RUBBER END CAP CONCRETE SLAB e d - ,d a b a d 5 4 _ OXYGEN BARRIER PEX TUBING _ d41 9 ___-- • 9 _ - Q - - N - � ,�q SUB-SLAB INSULATION _ -SEE ARCHITECTURALS FOR MATERIAL WALL SLEEVE AND THICKNESS -- SUB-GRADE SEE ARCHITECTURALS FOR DETAILS HEAT SHRINK SEALm,. "' SLAB EDGE INSULATION . a'" -SEE ARCHITECTURALS FOR MATERIAL AND THICKNESS TWINNED PEX PIPING 5 TWINNED PEX WALL SLEEVE 2 TYPE 2 RADIANT FLOOR ........................... ........... ..................................................................._.......................... ............................. .......... .. ....................... .. ...................... ................................. .................................................. .................... .......................- ...................... ............................ ..................................................................................................... .......... ........................................... ..................... ................ LIFPROJ.NO. 17086 o PROJ.ARCHITECT DE DRAWN BY: ips 0 0 c' co SET ISSUE DATES w DATE ISSUE of 2018.10.12 BID SET ML 2019.03.08 PERM IT SET- PRE TRUSTEES .2 F 3 NOTE: THIS DETAIL FOR ILLUSTRATIVE PURPOSES. SEE ARCHITECTURALS FOR A FULL 2019.05.15PERM T SET- TRUSTEES REV EXHAUSTFANcb `�---� DESCRIPTION OF THE RADIANT FLOOR ASSEMBLY. .Z WOOD FF SEE AND TH CKARCHINESSURALS FOR MATERIAL J CT3C29 / (SUPPLIED WITH UNIT) OXYGEN BARRIER PEX TUBING REVISIONS L m� QUICK TRAK SUB FLOOR (OR SIMILAR) ° NO. DATE DESCRIPTION STRUCTURE FLOORSEE ARCHITECTURALS FOR DETAILS LLlei LO UNDER FLOOR INSULATION LL `` Wes` ._ -' -SEE ARCHITECTURALS FOR MATERIAL AND THICKNESS PERMITTING clio 0 s INSIDE OF DOOR N 2 a` W HVAC DETAILS '2 tm cc 0 MAKEUP AIR WIRING DETAIL 4 TYPE 1 RADIANT FLOOR 1 a '� m n- 7/8/2019 2:18:08 PM at��c�o�-���-� oar• ll ENERGY MODEL PARAMETERS SCHEDULE v LO LO t O r BUILDING LOCATION CUTCHOGUE, NY SPACE HEATING AND AIR CONDITIONING LOADS SCHEDULE SPACE HEATING AND AIR CONDITIONING LOADS SCHEDULE-BARN a N LO BUILDING CLASSIFICATION RESIDENTIAL LL CO 0) APPLICABLE CODE(S) 2015 IRC/2015 IECC HEAT LOAD DATA COOLING LOAD DATA- COOLING LOAD DATA- COOLING LOAD DATA- COOLING LOAD DATA- WEATHER DATA SOURCE/TYPE SPACE AREA (MBh) TOTAL(MBh) SENSIBLE (MBh) SPACE AREA HEAT LOAD DATA(MBh) TOTAL(MBh) SENSIBLE(MBh) W N O WINTER DESIGN TEMPERATURE(DRY BULB) DEG F 10.8 NUMBER SPACE NAME (S.F.) TOTAL TOTAL TOTAL NUMBER SPACE NAME (S.F.) TOTAL DENSITY TOTAL DENSITY TOTAL SHR j N SUMMER DESIGN TEMPERATURE(DRY BULB/WET BULB) DEG F 79.7/75.8 CH-1 GREAT ROOM 401 -7,700 12,200 9,800 GB-18 MECH 37 -100 -3 Btu/(h ft2) 100 3 Btu/(h ft2) 100 1.00 o W Q N U MODELING SOFTWARE TRANE TRACE 700 VERSION 6.3.3 CH-121 BEDROOM 1 193 -2,800 3,800 3,100 GB-22 BARN BATH 63 -300 -5 Btu/(h•ft2) 200 3 Btu/(h•ft2) 200 1.00 x O J O CH-122 BEDROOM 2 194 -2,700 3,800 3,100 GB-112-1 STAIR-1 116 -600 -5 Btu/(h•ft2) 900 8 Btu/(h•ft2) 900 1.00 W r +-r INFILTRATION RATE(MODELED)ACH NATURAL 0.1 CH-1 24 BEDROOM 3 199 -3,700 3,800 3,100 GB-112-2 STAIR-2 141 -700 -5 Btu/(h•ft2) 300 2 Btu/(h•ft2) 300 1.00 U) EXTERIOR WALL ASSEMBLY R-VALUE MAIN/BARN/GUEST... 34/34/18 GB-18 MECH 37 -100 100 100 GB-115 EXERCISE 301 -4,400 -15 Btu/(h ft2) 3,300 11 Btu/(h•ft2) 1,900 0.58 „LL ROOF ASSEMBY R-VALUE MAIN/BARN/GUEST(MODELED) 49/49/49 GB-22 BARN BATH 63 -300 200 200 GB-116 GARAGE 906 0 0 Btu/(h•ft2) 0 0 Btu/(h•ft2) 0 0 Lf) N SLAB FLOOR ASSEMBY R-VALUE MAIN/BARN/GUEST(MODELED) 10/10/10 GB-112-1 STAIR-1 116 -600 900 900 GB-206 LOFT 906 -10,800 -12 Btu/(h ft2) 13,000 14 Btu/(h•ft2) 10,700 0.82 WINDOW U-VALUE MAIN/BARN/GUEST(MODELED) 0.23/0.23/0.23 GB-112-2 STAIR-2 141 -700 300 300 GRAND TOTAL 2,470 -16,900 17,800 14,100 = Z CO (d WINDOW SHADING COEFFICIENT MAIN/BARN/GUEST(MODELED) 0.28/0.28/0.28 W OGB-115 EXERCISE 301 -4,400 3,300 1,900 co GB-116 GARAGE 906 0 0 0 SPACE HEATING AND AIR CONDITIONING LOADS SCHEDULE-GUEST HOUSE WINTER TEMPERATURE SET POINT DEG F 70 I- f\ SUMMER TEMPERATURE SET POINT DEG F 75 GB-206 LOFT 906 -10,800 13,000 10,700 T' MH-002 MEDIA ROOM 423 -1,600 2,500 1,000 SPACE AREA HEAT LOAD DATA(MBh) COOLING LOAD DATA-TOTAL(MBh) COOLING LOAD DATA-SENSIBLE(MBh) j T• Z N SPACE KEY MH-003 LAUNDRY 153 -500 200 200 NUMBER SPACE NAME (S.F.) MAIN DENSITY VENT TOTAL MAIN DENSITY VENT TOTAL MAIN SHR VENT TOTAL co Q N MH-004 DARK ROOM 62 -1,300 1,800 1,000 CH-1 18 GREAT ROOM 401 -6,900 -17 Btu/(h ft2) -800 -7,700 10,100 25 Btu/(h ft2) 2,100 12,200 8,700 0.86 1,100 9,800 SPACE NUMBER SPACE NAME ROOM NUMBER ROOM NAME MH-005 MECH 382 -700 900 500 CH-121 BEDROOM 11 193 -2,300 -12 Btu/(h•ft2) -500 -2,800 2,400 12 Btu/(h•ft2) 1,400 3,800 2,400 1.00 700 3,100 Q Z T- CH-118 GREAT ROOM 118 GREAT ROOM MH-101 GREAT ROOM 1,104 -15,800 13,600 12,200 CH-122 1 BEDROOM 2 1194 -2,200 -11 Btu/(h•ft2) -500 -2,700 2,400 12 Btu/(h•ft2) 1,400 3,800 2,400 1.00 700 3,100 Q N CH-121 BEDROOM 1 121 BEDROOM 1 MH-103 BEDROOM 323 -3,300 3,600 3,000 CH-124 BEDROOM 3 199 -3,200 -16 Btu/(h ft2) -500 -3,700 2,400 12 Btu/(h ft2} 1,400 3,800 2,400 1.00 700 3,100 J �- CH-122 BEDROOM 2 122 BEDROOM 2 MH-107 MASTER BATH 422 -2,300 4,200 4,200 GRAND TOTAL 987 -14,600 -2,300 -16,900 17,300 6,300 23,600 15,900 3,200 19,100 CH-1 24 BEDROOM 3 123 BEDROOM 3 MH-111 MASTER 297 -5,200 7,300 6,400 GB-18 MECH BEDROOM SPACE HEATING AND AIR CONDITIONING LOADS SCHEDULE-MAIN HOUSE GB-22 BARN BATH MH-201 LOFT 450 -2,400 9,000 8,500 GB-112-1 STAIR-1 112 STAIR MH-202 LOFT BEDROOM 338 -3,000 2,700 1,800 SPACE AREA HEAT LOAD DATA(MBh) COOLING LOAD DATA-TOTAL(MBh) COOLING LOAD DATA-SENSIBLE (MBh) GB-112-2 STAIR-2 112 STAIR MH-203 LOFT BATH 252 -600 300 300 NUMBER SPACE NAME (S.F.) MAIN DENSITY VENT TOTAL DENSITY MAIN DENSITY VENT TOTAL DENSITY MAIN SHR VENT TOTAL GB-115 EXERCISE 115 EXERCISE GRAND TOTAL 7,664 -70,500 87,500 72,300 MH-002 MEDIA ROOM 423 -1,600 -4 Btu/(h•ft2) 0 -1,600 -4 Btu/(h ft2) 2,500 6 Btu/(h ft2) 0 2,500 6 Btu/(h ft2) 1,000 0.40 0 1,000 GB-116 GARAGE 116 GARAGE MH-003 LAUNDRY 153 -500 -3 Btu/(h•ft2) 0 -500 -3 Btu/(h•ft2) 200 1 Btu/(h•ft2) 0 200 1 Btu/(h•ft2) 200 1.00 0 200 GB-206 LOFT 206 LOFT MH-004 DARK ROOM 62 -800 -13 Btu/(h ft2) -500 -1,300 -21 Btu/(h•ft2) 400 6 Btu/(h•ft2) 1,400 1,800 29 Btu/(h ft2) 300 0.75 700 1,000 MH-002 MEDIA ROOM 002 MEDIA ROOM MH-005 MECH 382 -300 -1 Btu/(h•ft2) -400 -700 -2 Btu/(h•ft2) 200 1 Btu/(h•ft2) 700 900 2 Btu/(h•ft2) 100 0.50 400 500 MH-003 LAUNDRY 003 LAUNDRY MH-101 GREAT ROOM 1,104 -14,200 -13 Btu/(h•ft2) -1,600 -15,800 -14 Btu/(h ft2) 10,800 10 Btu/(h•ft2) 2,800 13,600 12 Btu/(h ft2) 10,700 0.99 1,500 12,200 MH-004 DARK ROOM MH-103 BEDROOM 323 -2,500 -8 Btu/(h•ft2) -800 -3,300 -10 Btu/(h•ft2) 2,200 7 Btu/(h•ft2) 1,400 3,600 11 Btu/(h ft2) 2,200 1.00 800 3,000 MH-005 MECH 005 MECH MH-107 MASTER BATH 422 -2,300 -5 Btu/(h•ft2) 0 -2,300 -5 Btu/(h•ft2) 4,200 10 Btu/(h ft2) 0 4,200 10 Btu/(h ft2) 4,200 1.00 0 4,200 MH-101 GREAT ROOM 101 GREAT ROOM j MH-111 MASTER 297 -4,000 -13 Btu/(h•ft2) -1,200 -5,200 -18 Btu/(h•ft2) 5,200 18 Btu/(h•ft2) 2,100 7,300 25 Btu/(h•ft2) 5,200 1.00 1,200 6,400 MH-103 BEDROOM 103 BEDROOM BEDROOM MH-107 MASTER BATH MH-201 LOFT 450 -2,400 -5 Btu/(h ft2) 0 -2,400 -5 Btu/(h ft2) 9,000 20 Btu/(h•ft2) 0 9,000 20 Btu/(h ft2) 8,500 0.94 0 8,500 MH-111 MASTER BEDROOM 111 MASTER MH-202 LOFT BEDROOM 338 -2,200 -7 Btu/(h•ft2) -800 -3,000 -9 Btu/(h•ft2) 1,300 4 Btu/(h•ft2) 1,400 2,700 8 Btu/(h ft2) 1,000 0.77 800 1,800 MH-201 LOFT 201 LOFT MH-203 LOFT BATH 252 -600 -2 Btu/(h•ft2) 0 -600 -2 Btu/(h•ft2) 300 1 Btu/(h•ft2) 0 300 1 Btu/(h ft2) 300 1.00 0 300 j MH-202 LOFT BEDROOM 205 LOFT BEDROOM GRAND TOTAL 4,206 -31,400 -5,300 -36,700 36,300 9,800 46,100 33,700 5,400 39,100 MH-203 LOFT BATH ZONE SCHEDULE NORTHFORK SPACE AIR LOADS SCHEDULE SPACE AIR LOADS SCHEDULE-BARN ZONE SPACE NUMBER SPACE NAME i 1-MAIN HOUSE-BASEMENT MH-005 MECH SPACE AIRFLOW AIRFLOW AIR STATE-HEATING AIR STATE-COOLING RESIDENCE 1-MAIN HOUSE-BASEMENT MH-002 MEDIA ROOM NUMBER SPACE NAME AREA SUPPLYc SUPPLYv RETURNc RETURNv SPACE MAIN MAIN 1-MAIN HOUSE-BASEMENT MH-004 DARK ROOM I CH-1 18 GREAT ROOM 401 SF 332 36 332 36 NUMBER SPACE NAME AREA SUPPLYc SUPPLYv RETURNc RETURNv EDB LDB EDB EWB EHR LDB LWB LHR 1-MAIN HOUSE-BASEMENT MH-003 LAUNDRY CH-121 BEDROOM 1 193 SF 92 24 92 24 GB-18 MECH 37 SF 0 0 0 0 50 102 85 71 89.1 55 55 63.5 j 2-MAIN HOUSE-GREAT ROOM MH-101 GREAT ROOM CH-122 BEDROOM 2 194 SF 93 24 93 24 GB-22 BARN BATH 63 SF 7 0 7 50 70 112 78 65 70.7 55 55 63.5 3-MAIN HOUSE-1ST FLOOR BEDROOM MH-103 BEDROOM i CH-1 24 BEDROOM 3 199 SF 92 24 92 24 GB-112-1 STAIR-1 116 SF 32 0 32 0 70 87 78 65 70.7 55 55 63.5 3-MAIN HOUSE- 1 ST FLOOR BEDROOM MH-107 MASTER BATH GB-18 MECH 37 SF 0 0 0 0 GB-112-2 STAIR-2 141 SF 12 0 12 0 70 124 78 65 70.7 55 55 63.5 3-MAIN HOUSE- 1 ST FLOOR BEDROOM MH-111 MASTER BEDROOM GB-22 BARN BATH 63 SF 7 0 7 50 GB-115 EXERCISE 301 SF 73 50 73 0 30 83 78 67 80.0 55 53 54.3 4-MAIN HOUSE-2ND FLOOR LOFT MH-201 LOFT GB-112-2 STAIR-2 141 GB-112-1 STAIR-1 1 SF 12 0 12 0 GB-206 OFT GE 906 SF 403 50 403 50 63 865 78 66 5 171 72.4 55 55 63.5 5250 VANSTON RD 5-MAIN HOUSE-2ND FLOOR BEDROOM MH-203 LOFT BATH 5-MAIN HOUSE-2ND FLOOR BEDROOM MH-202 LOFT BEDROOM GB-115 EXERCISE 301 SF 73 50 73 0 GRAND TOTAL 2470 SF 527 100 527 100 CUTCHOGUE NY 11935 6-BARN GB-206 LOFT GB-116 GARAGE 906 SF 0 0 0 0 GB-206 LOFT 906 SF 403 50 403 50 6-BARN GB-18 MECH � SPACE AIR LOADS SCHEDULE-GUEST HOUSE 6-BARN GB-112-1 STAIR-1 MH-002 MEDIA ROOM 423 SF 36 0 36 0 RIPCORD ENGINEERING 6-BARN GB-116 GARAGE MH-003 LAUNDRY 153 SF 0 0 0 0 AIRFLOW AIR STATE-HEATING AIR STATE-COOLING PO BOX 4175;PORTLAND,ME 04101;207-835 aoso 6-BARN GB-115 EXERCISE MH-004 DARK ROOM 62 SF 0 0 0 24 SPACE MAIN VENT MAIN VENT 6-BARN GB-22 BARN BATH MH-005 MECH 382 SF 0 0 0 12 NUMBER SPACE NAME AREA SUPPLYc SUPPLYv RETURNc RETURNv EDB LDB EDB LDB EDB EWB EHR LDB LWB LHR EDB EWB EHR LDB LWB LHR 6-BARN GB-112-2 STAIR-2 MH-101 GREAT ROOM 1104 SF 0 48 0 0 CH-118 GREAT ROOM 401 SF 332 36 332 36 70 89 50 70 78 65 70.7 55 55 63.5 77 69 89.7 50 50 52.5 7-GUEST HOUSE CH-118 GREAT ROOM MH-103 BEDROOM 323 SF 0 24 0 12 CH-121 BEDROOM 1 193 SF 92 24 92 24 70 92 50 70 78 65 70.7 55 55 63.5 77 69 89.7 50 50 52.5 7-GUEST HOUSE CH-121 BEDROOM 1 MH-107 MASTER BATH 422 SF 0 0 0 48 CH-122 BEDROOM 2 194 SF 93 24 93 24 70 91 50 70 78 65 70.7 55 55 63.5 77 69 89.7 50 50 52.5 7-GUEST HOUSE CH-122 BEDROOM 2 MH-111 MASTER 297 SF 0 24 0 0 CH-124 BEDROOM 3 199 SF 92 24 92 24 70 100 50 70 78 65 70.7 55 55 63.5 77 69 89.7 50 50 52.5 7-GUEST HOUSE CH-1 24 BEDROOM 3 BEDROOM GRAND TOTAL 987 SF 609 108 609 108 MH-201 LOFT 450 SF 0 0 0 0 MH-202 LOFT BEDROOM 338 SF 0 24 0 0 SPACE AIR LOADS SCHEDULE-MAIN HOUSE j MH-203 LOFT BATH 252 SF 0 0 0 24 GRAND TOTAL 7664 SF 1172 328 1172 328 AIRFLOW AIR STATE-HEATING AIR STATE-COOLING SPACE MAIN VENT MAIN VENT NUMBER SPACE NAME AREA SUPPLYc SUPPLYv RETURNc RETURNv EDB LDB EDB LDB EDB EWB EHR LDB LWB LHR EDB EWB EHR LDB LWB LHR MH-002 MEDIA ROOM 423 SF 36 0 36 0 70 109 0 0 78 65 70.7 55 40 13.0 0 0 0 0 0 0 MH-003 LAUNDRY 153 SF 0 0 0 0 70 125 0 0 78 65 70.7 55 55 63.5 0 0 0 0 0 0 MH-004 DARK ROOM 62 SF 0 0 0 24 70 125 50 70 78 65 70.7 55 55 62.7 77 69 89.7 50 50 52.5 MH-005 MECH 382 SF 0 0 0 12 50 125 38.2 70 85 71 89.1 55 54 60.7 78 69 90.3 50 50 52.5 MH-101 GREAT ROOM 1104 SF 0 48 0 0 70 81 40.8 70 78 65 70.7 70 62 70.5 78 69 90.3 50 50 52.5 j MH-103 BEDROOM 323 SF 0 24 0 12 70 79 40.8 70 78 65 70.7 70 62 70.7 78 69 90.3 50 50 52.5 1 MH-107 MASTER BATH 422 SF 0 0 0 48 70 74 0 0 78 65 70.7 70 62 70.7 0 0 0 0 0 0 MH-111 MASTER 297 SF 0 24 0 0 70 76 40.8 70 78 65 70.7 70 62 70.7 78 69 90.3 50 50 52.5 j BEDROOM MH-201 LOFT 450 SF 0 0 0 0 70 72 0 0 78 65 70.7 70 62 69.9 0 0 0 0 0 0 MH-202 LOFT BEDROOM 338 SF 0 24 0 0 70 83 40.8 70 78 65 70.7 70 62 70.7 78 69 90.3 50 50 52.5 MH-203 LOFT BATH 252 SF 0 0 0 24 70 86 0 0 78 65 70.7 70 62 70.7 0 0 0 0 0 0 GRAND TOTAL 4206 SF 36 120 36 120 LIF PROJ.NO. 17086 q6PROJ.ARCHITECT DE DRAWN BY: ips rr O o 0 N SET ISSUE DATES c x� DATE ISSUE w �i 2018.10.12 BID SET 0 2019.03.08PERMIT SET- PRE TRUSTEES LL 2019.05.15 PERM T SET- TRUSTEES REV J N O G2 N .Z L U U W rn cd N REVISIONS m NO. DATE DESCRIPTION o a U m id 0 Q a m� O w t 0 0 Z 0 m U. co PERMITTING J N O ab O HVAC SCHEDULES tm 0 C 98 a 5 L a m m a U � 7/8/2019 2:18:11 PM LQfrdt�MlOVfE�V� OM(C, V LO MECHANICAL NOTES " O r L 1 OPTIONAL INSECT SCREEN (SX-N) a N In 2 OPTIONAL INSECT SCREEN (SFX-N) 00 O 3 WORKING FLUID 30%PROPYLENE GLYCOL y E 4 4"SLAB ON GRADE; R10 INSULATION;TUBING AT BOTTOM OF SLAB. N W 07 N O 5 QUICK TRAK ASSEMBLY; 1/2"HARDWOOD. 6 MASTER BATH SHALL BE OFF WHEN IN COOLING MODE. o Q N U MXO 7 LAY TUBING SO THAT WATER ENTERS NEAR THE OUTSIDE WALL AND LEAVES NEAR THE BATHROOM.THIS WILL TEND TO KEEP THE BATHROOM FLOOR WARMER WHEN THE SYSTEM IS IN COOLING MODE. O�- W r *� RADIANT PANEL SCHEDULE-MANIFOLD CABINET 1 U) H N (z CONSTRUCTION DATA HEATING DATA LL 0) COOLING DATA � � Q � N SPACE ATTACHMENT LEADER LOOP LOOP SURFACE UNTREATED CIRCUIT SURFACE TUBE LOOP LOOP SET UNTREATED CIRCUIT SURFACE TUBING LOOP LOOP _ - co 1 TAG MARK NUMBER SPACE NAME SURFACE CONSTRUCTION TYPE TUBE TYPE METHOD LENGTH LENGTH NUMBER SET POINT AREA AREA LOAD FLUX TEMP. EWT LWT dT TEMP. FLOW PD SPACING LENGTH NUMBER POINT AREA AREA LOAD FLUX TEMP. EWT LWT dT TEMP. FLOW PD SPACING LENGTH NUMBER NOTES = Z RP-1 1 MH-101 GREAT ROOM FLOOR SUSPENDED IQUICK TRAKI hePEX 5/16" 1 PUSH IN 10 ft 180 ft 12 68 OF 11107SF JOSF -14,200 Btu/h -12.8 Btu/(h•ft2) 120 OF 95 OF 75 OF 20 OF 74 OF 1.70 GPM 3.4 ftH2O 7" 178 ft 12 78 OF 1107 SF 0 SF 10,800 Btu/h 9.8 Btu/(h•ft2) 44 OF 155 OF 161 OF 16 OF 71 °F 3.60 GPM 10.6 ftH2O 7" 180 ft 12 3,5 0 - 12 -14,200 Btu/h 1.70 GPM 10,800 Btu/h 3.60 GPM RADIANT PANEL SCHEDULE-MANIFOLD CABINET 2 r Z cm MQN CONSTRUCTION DATA HEATING DATA COOLING DATA O SPACE ATTACHMENT LEADER LOOP LOOP SURFACE UNTREATED CIRCUIT SURFACE TUBE LOOP LOOP SET UNTREATED CIRCUIT SURFACE TUBING LOOP LOOP Zr TAG MARK NUMBER SPACE NAME SURFACE CONSTRUCTION TYPE TUBE TYPE METHOD LENGTH LENGTH NUMBER SET POINT AREA AREA LOAD FLUX TEMP. EWT LWT dT TEMP. FLOW PD SPACING LENGTH NUMBER POINT AREA AREA LOAD FLUX TEMP. EWT LWT dT TEMP. FLOW PD SPACING LENGTH NUMBER NOTES Q N RP-2 1 MH-103 BEDROOM FLOOR SLAB CONCRETE hePEX 1/2" EMBEDDED 10 ft 236 ft 2 68 OF 323 SF 0 SF -2,500 Btu/h -7.7 Btu/(h•ft2) 120 OF 82 OF 72 OF 10 OF 72 OF 0.59 GPM 1.8 ftH2O 9" 236 ft 2 78 OF 323 SF 0 SF 2,200 Btu/h 6.8 Btu/(h•ft2) 44 OF 55 OF 61 OF 6 OF 70 OF 1.10 GPM 4.2 ftH2O 9" 235 ft 2 3,4 (n 11 RP-2 2 MH-107 MASTER BATH FLOOR SLAB CONCRETE hePEX 1/2" EMBEDDED 10 ft 208 ft 3 68 OF 422 SF 0 SF -2,300 Btu/h -5.5 Btu/(h•ft2) 120 OF 82 OF 72 OF 10 OF 71 OF 0.54 GPM 0.7 ftH2O 9" 208 ft 3 78 OF 422 SF 0 SF 4,200 Btu/h 10.0 Btu/(h•ft2) 44 OF 78 OF 78 OF 0 OF 78 OF 0.00 GPM 0.0 ftH2O 0" Oft 3 3,4 RP-2 3 MH-111 IMASTERBEDROOM I FLOOR ISLAB jC0NCRETE hePEX 1/2" EMBEDDED 10 ft 320 ft 2 68 OF 1297 SF 0 SF -4,000 Btu/h -13.5 Btu/(h•ft2) 120 OF 82 OF 75 OF 7 OF 75 OF 0.94 GPM 15.2 ftH2O 6" 317 ft 2 78 OF 297 SF 0 SF 5,200 Btu/h 17.5 Btu/(h•ft2) 44 OF 55 OF 61 OF 6 °F 67 OF 1.40 GPM 19.3 ftH2O 6" 320 ft 12 3,4 7 -8,800 Btu/h 2.07 GPM 11,600 Btu/h 2.50 GPM RADIANT PANEL SCHEDULE-MANIFOLD CABINET 3 CONSTRUCTION DATA HEATING DATA COOLING DATA SPACE ATTACHMENT LEADER LOOP LOOP SURFACE UNTREATED CIRCUIT SURFACE TUBE LOOP LOOP SET UNTREATED CIRCUIT SURFACE TUBING LOOP LOOP TAG MARK NUMBER SPACE NAME SURFACE CONSTRUCTION TYPE TUBE TYPE METHOD LENGTH LENGTH NUMBER SET POINT AREA AREA LOAD FLUX TEMP. EWT LWT dT TEMP. FLOW PD SPACING LENGTH NUMBER POINT AREA AREA LOAD FLUX TEMP. EWT LWT dT TEMP. FLOW PD SPACING LENGTH NUMBER NOTES RP-1 2 MH-201 LOFT FLOOR SUSPENDED QUICK TRAK hePEX 5/16" PUSH IN loft 175 ft 5 68 OF 450 SF 0 SF -2,400 Btu/h -5.3 Btu/(h•ft2) 120 OF 82 OF 71 OF 11 OF 71 OF 0.28 GPM 0.9 ftH2O 7" 175 ft 5 78 OF 450 SF 0 SF 9,000 Btu/h 20.0 Btu/(h•ft2) 44 OF 55 OF 61 OF 6 OF 71 OF 1.50 GPM 10.3 ftH2O 7" 175 ft 5 3,5 RP-1 3 MH-202 LOFT BEDROOM FLOOR SUSPENDED QUICK TRAK hePEX 5/16" PUSH IN 10 ft 214 ft 4 68 OF 338 SF 0 SF -2,200 Btu/h -6.5 Btu/(h•ft2) 120 OF 82 OF 72 OF 10 OF 71 OF 0.26 GPM 2.4 ftH2O 7" 214 ft 4 78 OF 338 SF 0 SF 1,300 Btu/h 3.8 Btu/(h-ft2) 44 OF 55 OF 61 OF 6 OF 74 OF 0.90 GPM 6.2 ftH2O 7" 165 ft 4 3,5 9 -4,600 Btu/h 0.54 GPM 10,300 Btu/h 2.40 GPM FAN COIL UNIT SCHEDULE COOLING DATA HEATING DATA ELECTRICAL DATA COOLING ENTERING ENTERING HEATING ENTERING TAG MANUFACTURER MODEL DESCRIPTION CAPACITY DBT WBT EWT LWT FLOW PD CAPACITY DBT EWT LWT FLOW PD VOLTAGE PHASE FREQUENCY WATTAGE COUNT NOTES FC-1 JAGA BZBW.05207200 BZBW H052 L072/BRIZA BUILT IN WALL 2-PIPE 4082.7 Btu/h 78 OF 66 OF 45 OF 55 OF 2.3 GPM 1.5 ftH2O 8852.1 Btu/h 68 OF 130 OF 110 OF 0.9 GPM 0.2 ftH2O 24 V 1 0 Hz 18 W 4 3 FC-2 JAGA BZBC.05212500 BZBC H052 L125/13RIZA BUILT IN CEILING 2-PIPE 8127.8 Btu/h 78 OF 66 OF 45 OF 55 OF 4.5 GPM 5.8 ftH2O 17615.7 Btu/h 68 OF 130 OF 110 OF 1.8 GPM 0.9 ftH2O 24 V 1 0 Hz 26 W 1 3 FC-3 JAGA BZMC.05509500 BZMC H055 L095/BRIZA CEILING MOUNTED 2-PIPE 7095.5 Btu/h 78 OF 66 OF 45 OF 55 OF 1.4 GPM 0.6 ftH2O 8442.4 Btu/h 68 OF 130 OF 110 OF 0.8 GPM 0.2 ftH2O 24 V 1 0 Hz 18 W 3 3 AIR-TO-WATER HEAT PUMP SCHEDULE NORTHFORK COOLING DATA HEATING DATA ELECTRICAL DATA RESIDENCE COOLING HEATING TAG MANUFACTURER MODEL DESCRIPTION CAPACITY FLOW PD CAPACITY FLOW PD VOLTAGE PHASE FREQUENCY FLA MCA MOP COUNT NOTES HP-1 AERMEC ANK050H AIR-TO-WATER HEAT PUMP 48240.0 Btu/h 9.5 GPM 5.8 ftH2O 57500.0 Btu/h 12.8 GPM 10.4 ftH2O 230 V 1 60 Hz 37 A 34 A 60 A 2 3 W/DCPX NEUTRAL TEMPERATURE DEHUMIDIFIER UNIT SCHEDULE MECHANICAL DATA ELECTRICAL DATA TAG MANUFACTURER MODEL DESCRIPTION AIRFLOW WATER FLOW PD VOLTAGE PHASE FREQUENCY WATTAGE MCA COUNT NOTES NTD-1 MESSANA AIR MAGIC NTD500 NEUTRAL TEMPERATURE DEHUMIDIFIER 470 2.4 GPM 6.7 ftH2O 110 V 1 60 Hz 700 W 8 A 1 3 5250 VANSTON RD NTD-2 MESSANA AIR MAGIC NTD200 NEUTRAL TEMPERATURE DEHUMIDIFIER 200 1.1 GPM 1.7 ftH2O 220 V 1 60 Hz 400 W 2 A 1 3 MAKEUP AIR SCHEDULE CUTCHOGUE, NY, 11935 MECHANICAL DATA ELECTRICAL DATA RIPCORD ENGINEERING EXTERNAL PO BOX 4175;PORTLAND,ME 04101;207-835-4060 TAG MANUFACTURER MODEL DESCRIPTION AIRFLOW STATIC VOLTAGE PHASE FREQUENCY WATTAGE FLA MOTOR HP MOTOR FLA MOCP COUNT NOTES MUA-1 ELECTRO EM-MA05-240-1-0 PACKAGED ELECTRIC 320 0.4 in-wg 240 V 1 60 Hz 5,000 W 21 A 0.10 hp 0 A 30 A 1 INDUSTRIES 8 MAKE-UP AIR HEATER BUFFER TANK SCHEDULE ELECTRICAL DATA TAG MANUFACTURER MODEL DESCRIPTION CAPACITY VOLTAGE PHASE I FREQUENCY WATTAGE COUNT NOTES BT-1 VAUGHN CORPORATION D413 HYDRONIC BUFFER TANK 80 gal 240 V 1 160 Hz 12,000 W 1 EXPANSION TANK SCHEDULE-HYDRONIC TAG MANUFACTURER MODEL DESCRIPTION CAPACITY F25 AX ACCEPTANCE VOLUME PRECHARGE COUNT NOTES ET-2 BELL&GOSSETT HFT-60 HYDRONIC EXPANSION TANK 7.6 gal 112 psi 11 PUMP SCHEDULE MECHANICAL DATA ELECTRICAL DATA TAG MANUFACTURER MODEL DESCRIPTION FLOW HEAD MOTOR HP VOLTAGE PHASE FREQUENCY COUNT NOTES P-1 GRUNDFOS MAGNA3 40-120 F VARIABLE-SPEED CIRCULATOR 27.8 GPM 38.1 ftH2O 0.60 hp 115 V 1 60 Hz 2 3 P-2 GRUNDFOS MAGNA3 32-60 F VARIABLE-SPEED CIRCULATOR 4.0 GPM 18.0 ftH2O 0.60 hp 115 V 1 60 Hz 3 3 P-3 GRUNDFOS UP 10-16 PM AUTO HOT WATER RECIRCULATOR 1.0 GPM 2.0 ftH2O 0.01 hp 115 V 1 60 Hz 1 3 FEEDER SYSTEM SCHEDULE ELECTRICAL DATA TAG MANUFACTURER MODEL DESCRIPTION CAPACITY VOLTGE PHASE FREQUENCY COUNT NOTES GFS-1 AXIOM DMF-150 DIGITAL HYDRONIC FEEDER SYSTEM 0-45PSI 4.6 gal 120 V 1 60 Hz 1 3 HRV/ERV SCHEDULE ELECTRICAL DATA TAG MANUFACTURER MODEL DESCRIPTION VOLTS FREQUENCY PHASE WATTAGE COUNT NOTES ATU-1 MESSANA AIR-MAGIC COMBO DEHUMIDIFIER AND RECOVERY 230 V 60 Hz 1 480 W 1 ATU300V VENTILATOR ERV-1 BROAN ERV100S ENERGY RECOVERY VENTILATOR 120 V 60 Hz 1 120 W 1 HRV-1 MESSANA AIR MAGIC HRV200 RECOVERY VENTILATOR ADD-ON MODULE 220 V 60 Hz 1 64 W 1 RANGE HOOD SCHEDULE ELECTRICAL DATA TAG MANUFACTURER MODEL DESCRIPTION AIRFLOW VOLTAGE PHASE FREQUENCY WATTAGE COUNT NOTES RH-1 TBD TBD RECIRCULATING RANGE 600 120 V 1 60 Hz 300 W 1 HOOD RH-2 VENTAHOOD B100 SINGLE WALL MOUNT LINER INSERT 300 115 V 1 60 Hz 300 W 1 TOWEL WARMER SCHEDULE TAG MANUFACTURER MODEL DESCRIPTION I VOLTAGE PHASE FREQUENCY WATTAGE I COUNT NOTES TWA IRUNTAL RTRE-2924 ELECTRIC TOWEL WARMER 1120 V 1 160 Hz 1450 W 13 FAN SCHEDULE ELECTRICAL DATA TAG MANUFACTURER MODEL DESCRIPTION AIRFLOW VOLTAGE PHASE FREQUENCY WATTAGE COUNT NOTES BF-1 PANASONIC FV-05VS3 WHISPERVALUE 50 120 V 1 60 Hz 16 W 1 LIF PROD.NO. 17086 FAN a PROJ.ARCHITECT DE DRAWN BY: Jp$ DUCT ACCESSORY SCHEDULE 0 C' TAG MANUFACTURER MODEL DESCRIPTION COUNT NOTES SET ISSUE DATES _� DA-1 ZEHNDER MANIFOLD BOX CW-D 220 MANIFOLD 1 DATE ISSUE ui DA-1 ZEHNDER MANIFOLD BOX CW-D 220 MANIFOLD 1 2018.10.12 BID SET DA-2 ZEHNDER MANIFOLD BOX CW-D 320 MANIFOLD 1 2019.03.08PERMIT SET- PRE TRUSTEES rL DA-3 ZEHNDER CW-S 520/CW-M 520-10 x 75/CW-P 520-7" SILENCER/MOUNTING PLATE/END PLATE 1 .2 2019.05.15 PERM T SET- TRUSTEES REV DA-4 ZEHNDER CW-S 520/CW-M 520-10 x 75/CW-P 520-7" SILENCER/MOUNTING PLATE/END PLATE 1 9 DA-5 ZEHNDER ATTENUATOR CW-S 220 SOUND ATTENUATION MANIFOLD 1 DA-6 ZEHNDER ATTENUATOR CW-S 220 SOUND ATTENUATION MANIFOLD 1 DA-7 ZEHNDER MANIFOLD BOX CW-D 320 MANIFOLD 1 ui AIR TERMINAL SCHEDULE IA m TAG MANUFACTURER MODEL DESCRIPTION NECK SIZE(IN.) COUNT NOTES A ZEHNDER TVA 75 SUPPLY DIFFUSER BOX,2 PORT 3o-30 6 REVISIONS B ZEHNDER TVA 75-3 SUPPLY DIFFUSER BOX,3 PORT 3o-3o-3o 2 C ZEHNDER TVA 75 RETURN DIFFUSER BOX,2 PORT 3o-3o 9 NO. DATE DESCRIPTION D ZEHNDER TVA 75-3 RETURN DIFFUSER BOX,3 PORT 3o-3o-3o 1 E SEIHO SX 5 SUPPLY WALL DIFFUSER 5o 1 F PRICE LBP LINEAR BAR GRILLES PRESSED CORE 5x36 1 a G PRICE 10 SERIES PERFORATED FACE SUPPLY 6x6 1 H PRICE 10 SERIES PERFORATED FACE RETURN 16x10 1 r J PRICE 10 SERIES PERFORATED FACE RETURN 18x12 2 CONTROLS SCHEDULE K PRICE 10 SERIES PERFORATED FACE SUPPLY 8x8 1 MANUFACTUR L PRICE 10 SERIES PERFORATED FACE RETURN 6x6 2 TAG ER MODEL DESCRIPTION COUNT NOTES MB MESSANA MBOX SYSTEM CONTROL PANEL 1 VENT HOOD SCHEDULE MP MESSANA MPAD SYSTEM INTERFACE 2 PERMITTING N NECK SIZE MS MESSANA MSENSE MULTI-FUNCTION WALL MOUNTED 12 TAG MANUFACTURER MODEL DESCRIPTION (IN.) COUNT NOTES SENSOR s t EH-1 SEIHO SX 5 EXHAUST OUTLET 5o 2 1 MT MESSANA MTOUCH ZONE SET POINT CONTROLLER 6 EH-2 SEIHO SX 4 EXHAUST OUTLET 4o 1 1 MZ MESSANA MZONE 8 EIGHT ZONE CONTROL PANEL 4 a IH-1 SEIHO SFX 5 OUTSIDE AIR INTAKE 5o 1 2 PS TBD TBD POWER OVER ETHERNET SWITCH 3 HVAC SCHEDULES IH-2 SEIHO SX 8 OUTSIDE AIR INTAKE 80 1 1 TW STELPRO STE252NP+ ELECTRIC RESISTANCE 3 W IH-3 ISEIHO SX 5 OUTSIDE AIR INTAKE 5o 1 1 THERMOSTAT v MANIFOLD CABINET SCHEDULE TAG MANUFACTURER MODEL DESCRIPTION OUTLETS COUNT NOTES MC-1 CALEFFI 659104 GREAT ROOM MANIFOLD CABINET 13 1 co IF MC-2 CALEFFI 659084 LOFT MANIFOLD CABINET 10 1 MC-3 CALEFFI 659084 BEDROOM MANIFOLD CABINET 10 1 t r t a m avi 6 0 1 m LL U 7/8/2019 2:18:14 PM Lo O t T Ll NLo Oc) a) ~ ~ 4 E � a WC/) N0 0 o WQN U J O� Xo0 W T iL U— cf) N cz � 0Lf) m M -Y _ zM cz 32800/47300 BTU/H 32800/47300 BTU/H 3.9 TONS 3.9 TONS 8800/7400 BTU/H 4600/10300 BTU/H I-- 0 co 2.9/13 GPM 2.9113 GPM 3.1 GPM BTU/H 3.8 GPM BTUM MC-1 1.4/3.7 GPM MC-2 1.8/2.5 GPM MC-3 0.9/3.5 GPM 3.1 GPM BTU/H (50%) 99.3'F (50%) 99.3°F 3.1 GPM 3.8 GPM 3.1 GPM ❑m® 51.4°F O 51.4°F z N Mum FFCC.. o o QN 000/ 5 ���U/H 200/ 6 O��U/H 200/ 6 OB1�U/H ATU-1 NTD-1 500/ 0 ���U/H I ) ATU-2 400/86 MU/H 400/ 8 MU/H 400/ 8 MU/H 000/ 9 MU/H 1220F 1220F 0.2/0.6 GPM 0.2/0.7 GPM 0.2/0.7 GPM 0.3/0.5 GPM 75°F 95OF 72OF 82cF 72F 820F 06 .4/2.2 GPM 0.1/0.7 GPM 0.1/'0.7 GPM 0.210.7 GPM 4 Z T HP-1 11 44`F HP-1/2 44 OF - 6 61 OF 55°F 61°F 55°F 61°F 55°F Q N 102'F 1220F 102`F 122 cF 102°F 122°F 1102`F 122°F 52°F 44°F 52°F 44°F 118.5°F 122°F 117.1°F 122°F 118.5°F 122°F 102°F 122°F 102°F 122°F 102°F 122°F 102°F 122°F 52°F 44°F 52°F 44°F 52°F 44°F 52`F 44°F 1.4/3.7 GPM 1.8/2.5 GPM 0.9/3.5 GPM 52°F 44 OF 52'F 44 OF 52`F 44°F 52°F 44°F 52°F 44 cF � �- G G H GFS-1 6.3 GAL 4.9/17.3 FT 6.9/15.2 FT 3.8/16.9 FT NJ NJ H H W O,{G CV-Fn ev-Fc: cv-Fc: n,,�, P-2/1 P-2/2 P-2/3 BV.ann ev-Fcs cv-Fcs w-FG cvFcs ev-Fc cvFm rvfce cv�ce G W W R Cv-FC9 BV-R7U wHsol rv-FG CV-FG M%V 1 MXV.f MKV 9 W S 3 '/ G G R / Y G H H G C C W S S C g S R ET-1 A A W 4.3/20.1 GPM G G evMKv-s BV4M-2 BV,exva R 65600/ 4700 BTU/H 24.5/35.8 FT > NJ C NJ C SOURCE AV TRANSFER P-1/1 W W 5.9/26 GPM A 4.3/20. GPM S S I�I G l� 122°F � 122°F 0 GP H G 44 OF 44°F 0 cv4m.s cv-saV-x cv4m-s W H (0/,) TW-1/1 S W TWI-112 TW-113 P-112 /' R G \/' G 99.3°F 90.8f GHWR/GCWR MAN-1 W C 51.4°F 53.6°F GARAGE BARN HTG/CLG MAIN HOUSE HTG/CLG S R BT-1 CARRIAGE HOUSE HTG/CLG GHWS/GCWS > GHWS/GCWS > GHWS/GCWS GHWR/GCWR GHWR/GCWR < GHWR/GCWR NORTHFORK RESIDENCE 5250 VANSTON RD CUTCHOGUE, NY, 11935 __�___� RIPCORD ENGINEERING MIXING ASSEMBLY IN MECH.ROOM PO BOX 4175;PORTLAND,ME 04101;207-835-4060 AV 140°F 0 BTU/H 140`F 0 BTU/H A 000/ 5 %TU/H FD i 110OF 0 GPM 1 0'F 0 GPM 0.2/0.6 GPM g 12 PORT i 120°F TMV TMV 1020E 122°F TMV _ FD ONE BALANCING VALVE PER LOOP 52F 44°F 170400 BTU/H 140`F �F-1 60'F so°F 0 GPM 4.3 GPM 0 GPM 1NH-2/1 WH-2/2 0 FT CKV-f£ 0 FT P-3 cV.Fcs P-4 — — BV•FCt NXV- E E 60°F 0.4 GAL v, V., WH-1 0.9 GAL FLOW 100 PSIG 100 PSIG DECOUPLER 12 PSIG ?PSIG Bway., 60°F 60 OF ET-2 DWS-1 DWS-1 ET-3 WATER HEATER WITH RECIRCULATION WATER HEATER ASSEMBLY MC-1 GREAT ROOM TYPICAL VALVE PACKAGE MAIN HOUSE CARRIAGE HOUSE ATU-AIR TREATMENT UNIT MIXING ASSEMBLY AV-AIR VALVE IN MECH.ROOM BT-BUFFER TANK DV-DIVERTER VALVE AV DWS-DOMESTIC WATER SUPPLY ET-EXPANSION TANK FC-FAN COIL 8 PORT FD-FLOOR DRAIN 0 GPM GFS-GLYCOL FEEDER SYSTEM ONE BALANCING VALVE AND o FT HP-HEAT PUMP THERMO-ELECTRIC ACTUATOR P-a HPWH-HEAT PUMP WATER HEATER PER LOOP IF-IMPOSED FIXTURES ., IHCL-IMPOSED HEATING/COOLING LOAD IWH-INDIRECT WATER HEATER 1 MC-MANIFOLD CABINET FLOW MXV-MIXING VALVE DECOUPLER NTD-NEUTRAL TEMPERATURE DELIVERY UNIT lw4m.2 OAT-OUTSIDE AIR TEMPERATURE NTD-NEUTRAL TEMPERATURE DELIVERY UNIT P-PUMP `" "' PRV-PRESSURE REDUCING VALVE MC-2 BEDROOMS RLFV-TEMPERATURE&PRESSURE RELIEF VALVE RS-ROOM SENSOR TMV-THERMOSTATIC MIXING VALVE TR-TEMPERATURE,RETURN TS-TEMPERATURE,SUPPLY TW-TOWEL WARMER MIXING ASSEMBLY WH-WATER HEATER IN MECH.ROOM V-VALVE AV WM-WATER METER A 10 PORT 0 GPM LIF PROJ.NO. 17086 0 FT c6 ONE BALANCING VALVE AND P-5 PROJ.ARCHITECT DE DRAWN BY: JPS g' THERMO-ELECTRIC ACTUATOR PER LOOP �i smt iI SET ISSUE DATES Al DATE ISSUE ui FLOW 2� DECOUPLER 2018.10.12 BID SET 0 BV�IXV-s 2019.03.08PERMIT SET— PRE TRUSTEES rL cs 2019.05.15 PERM T SET— TRUSTEES REV N O � cvatKva MC-3 LOFT U W N m O REVISIONS NO. DATE DESCRIPTION m a 1 07-08-2019 REV1 U is N Q a �I 0 LL L r O 2 O N LL I PERMITTING N O` W O N .Q HVAC SCHEMATIC W 0 1 HVAC SCHEMATICA f) . t a. m a ti a u4A a ii lvi 6 U � 7/8/2019 2:18:15 PM A,M0 H 0-rIEr u-EM 0 M C N Lo'^ av O T L a N Lo Y ~ Nd E 0 W (nN O I o WQN U � X0 O T i-+ (n F- N cz Q u_ �-- � OLo N M -1 W = 0cocz I— TZN cv) Q N Q zT_ T QN cl) d INPUTS POINTS LIST POE1 A-DI INPUTS POINT DESCRIPTION DEVICE DIA LANs MP-1/1 DI-1:POE1 DO-1 LAN1 DO-2 LAN2 DI 1:POE1 MSENSE:2 DI MP-1/2 DO-3 LAN3 /\ rDO-4 LAN4 NORTHFORK INPUTS OUTPUTS PS 1/2 �;� DIA:LANs ZONE BUS:2-DI DI-1:LAN1 LAN1 :1-DO MZ-1/1 LAN2:2-DO EXERCISE ROOM '""EM' TEMP z POINTS LIST RESIDENCE TEMP LAN3:3-DO POINT DESCRIPTION DEVICE LAN4:4-DO DI-1 1POE1 LAN5:5-DO GREAT ROOM MP-1/2 LAN6:6-DO INPUTS OUTPUTS BASEMENT PS-1/1 POINTS LIST POINT DESCRIPTION DEVICE [DI-=1-POEl MSENSE:2-DI DI-1:LAN1 LAN1 :1-DO DI-1 LAN1 LAN2:2-DO MT-1/2 , DI 2 ZONE BUS MSENSE TEMP LAN3:3-DO DI-1:LAN1 ZONE BUS:2-DI 5250 VAN STON RD LAN4:4-DO MZ-1/1 LAN5:5-DO �-1/2 CUTCHOGUE, , 11935 LOFT LAN6:6-DO `IEM '7E° POINTS LIST NY INPUTS OUTPUTS PS-1/2 POINT DESCRIPTION DEVICE BEDROOM MASTER BATH MASTER BED DI-1 LAN1 RIPCORD ENGINEERING DI-1:WAN LANs A-DO > DI-2 ZONE BUS MSENSE PO BOX 4175;PORTLAND,ME 04101;207-835-4060 LAN2:2-DO > MZ-1/2 LAN3:3-DO LAN4:4-DO POINTS LIST LAN5:5-DO DI-1:POE1 ZONE BUS 7:2-DI LAN6:6-DO POINT DESCRIPTION DEVICE MZ-1l3 DI-1 POE1 MNM48 �y� MS-1/1 TEMP TEMP DI-2 ZONE BUS MSENSE MZ-1/3 MECHANICAL SPACE MECHANICAL SPACE LOFT LOFT BED GARAGE BARN MAIN HOUSE POINTS LIST POINT DESCRIPTION DEVICE DI-1 WAN DO-1 LANs OUTPUTS DO-2 LAN2 F DO 3 LAN3 OUTPUTS MB-1l1 DO-1:LAN1 INET CONX POINTS LIST DI-1:LANi LANs :1-DO > > DIA:POE1 ZONE BUS:2-DI DO-2:LAN2 POINT DESCRIPTION DEVICE LAN2:2-DO DO-3:LAN3 DIA LAN1 LAN3:3-DO MZ-1/4 DO-4:LAN4 DO-1 LANI LAN4:4-DO DO-5:LAN5 DO-2 LAN2 LAN5:5-DO DO-6:LAN6 DO-3 LAN3 LAN6:6-DO POINTS LIST ROUTER-1 PS-1/1 PS-1/3 MECHANICAL SPACE POINT DESCRIPTION DEVICE DIA LAN1 POINTS LIST DO-1 LAN1 POINT DESCRIPTION DEVICE DO-2 LAN2 DI-1 POE1 DO-3 LAN3 POINTS LIST MP-1/1 DO 4 LAN4 POINT DESCRIPTION DEVICE I DO-5 I LAN5 DO-1 LAN1 DIA:POE1 MSENSE. -DI PS-1/3 ROUTER-1 POINTS LIST 2 POINT DESCRIPTION DEVICE MT-1/3 MAIM POINTS LIST PROJECT DI-1 POE1 TEMP POINT I DESCRIPTION DEVICE DI-2 MSENSE MSENSE MT-1/1 GREAT ROOM DI 1 POEi MZ-1/4 POINTS LIST POINTS LIST POINT DESCRIPTION DEVICE POINT DESCRIPTION DEVICE DI-1 POE1 DI-1 POE1 DI-2 MSENSE MSENSE DI-1:POEI MSENSE:2-DI < DI-2 MSENSE MSENSE MT-1/2 MT-1/4 MT-113 CN M8: TEMP POINTS LIST BEDROOM 1 POINT DESCRIPTION DEVICE DI-1 POE1 DI-2 MSENSE MSENSE MT-1/4 POINTS LIST LIF PROJ.NO. 17086 DIA:POE1 MSENSE:2-DI POINT DESCRIPTION DEVICE MT-115 DI-1 POE1 PROD.ARCHITECT DE DRAWN BY: JPS TEMP DI-2 MSENSE MSENSE O MT-1/5 001 BEDROOM 2 LEi POINTS LIST SET ISSUE DATES POINT DESCRIPTION DEVICE DATE ISSUE �i DI-1 POE1 2018.10.12 BID SET o DI-2 MSENSE MSENSE 2019.03.08PERMIT SET— PRE TRUSTEES ri 2 MT-1/6 2019.05.15 PERM T SET— TRUSTEES REV DI-1:POE1 MSENSE:2-DI N MB-MBOX MT-1/6TEMP MZ-MZONE MP-MPAD BEDROOM W MS-MSENSE y MT-MTOUCH PS-POE SWITCH CARRIAGE HOUSE :7y) N REVISIONS l0 NO. DATE DESCRIPTION m 0 a U N m Oy �i Q a co 0 LL L 'C O Z Q ttl PERMITTING N O cb O N TJ N g HVAC CONTROLS SCHEMATIC C HVAC CONTROLS SCHEMATIC rr 1 12„- V-O„ tm 'o'k 0 2 rs�k I t IL � m a 7/8/2019 2:18:15 PM La�IC6-0O�IE�V� OGvI(G, u ��II�� j.. Lo AJ J O T N Lo 00 M QN W (nN O © WQN U � XO O I— W T ;..A L LL U) N w � 0Lo am M -lie Z M cz or)OAT-, . TEMP MGi MC-2 MC-3 r Z N H® �� O Gi O FG2 O FG3 ATU-1 NTD-1 O FG4 0 0 0 ATU-2 F ,c ,sMcn TB#IC9 O 5 O F 6 O F 7 F 8 z F O HP-1/1 HP-1/2 TRJAC, TEMP TRAM TEMP TEMP �� TEMP TEMP ,—QN P-2/1 P-2/2 P-2/3 GFS-1 BV-ATU! BV{CI CV-FC9 BV-ATUI BVaRU, BV-FC, CV{G BV•FCS CV{Cy BV-FCB CV-FCB BV-FC7 CV-FCI BV{CB CV-FCB my-1 WV-2 MXV-3 Al ET-1 BV4 V-T BVAM-2 BY-M4 AV P-111 w✓l 3) - SPG7W-1/1 SPC 1'Nl-1/2 SPC--SW-113 MP P-1/2 — - — - - - — - — ,�� y �- - MP TM MAN-1 — - TE TX61M 7XERM THERM GARAGE BARN BT-1 MAIN HOUSE CARRIAGE HOUSE NORTHFORK RESIDENCE INPUTS OUTPUTS AERMEC PLANT CONTROL SCOPE MODBUS MODBUS POINTS LIST POINTS LIST AI-1:INLET TEMP DIV VALVE 1 :1-DO POINT DESCRIPTION DEVICE POINT DESCRIPTION DEVICE AI-2:OUTLET TEMP DIV VALVE 2:2-DO AI-1 SYSTEM INLET WATER PROBE TEMPERATURE SENSOR DI-1 SYSTEM ENABLE AI-3:DHW TEMP DIV VALVE 3:3-DO AI-2 SYSTEM OUTLET WATER PROBE TEMPERATURE SENSOR DI-2 HEATING/COOLING C/O 5250 VAN STO N RD AI-4:OAT DIV VALVE 4:4-DO A►-4 OUTDOOR AIR TEMP TEMPERATURE SENSOR DO-1 HP PLANT ALARM POWER VMF CRP-1 VMF CRP-3 CUTCHOGUE, NY, 11935 VMF CRP-1 RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 OUTPUTS INPUTS HP-1 HP-2 VMF CRP-1 VMF CRP-3 MULTCNTRL-1 MODBUS MODBUS DO-1:PLANT ALARM SYS ENABLE A-DI POWER HTG/CLG C/O:2-DI VMF CRP-3 NET NET NET NET NET MODBUS NETWORK CONNECTIONS MESSANA SYSTEM CONTROL SCOPE POINTS LIST POINT DESCRIPTION DEVICE AI-4 BUFFER WTR TEMP BT TEMP SENSOR INPUTS OUTPUTS DI-1 ATU BUS ATU BUS DIA:ATU BUS LAN 1 DI-3 ALARM INPUT DI-2:ZONE BUS LAN 2 AO-3 PROG A01 MOTOR CONTROLLER AO-4 PROG AO 2 MOTOR CONTROLLER All:CEILING SWT MIX VALVE 1 :1-AO DO-1 AERMEC ENABLE AI-2:RWT MIX VALVE 2:2-AO DO-2 AERMEC C/O AI-3:FLOOR SWT PROG AO 1 :3-AO DO-3 PROG DO DRY 1 BT BACKUP HEATER AI-4:BUFFER WT PROG AO 2.4-AO > DO-4 PROG DO DRY 2 VALVE OPERATOR P AI-5:DHW TEMP DO-5 PROG DO DRY 3 VALVE OPERATOR AI-6:DHW RWT AMEC ENABLE A-DO MBOX-1 AMEC C/0:2-DO DI-3:ALARM IN PDO DRY 1 :3-DO DI-4:PROG DI 02 PDO DRY 2.4-DO DI-5:PROG DI 03 PDO DRY 3:5-DO POINTS LIST DI-6:PROG DI 04 PDO DRY 4.6-DO POINT DESCRIPTION DEVICE DI-7:PROG DI 05 PDO WET 1 :7-DO AI-1 SUPPLY WATER TEMP 1 TEMPERATURE SENSOR DI-8:PROG DI 06 PDO WET 2:8-DO AI-2 RETURN WATER TEMP 1 TEMPERATURE SENSOR DI-9:PROG DI 07 POWER AO-1 MIXING VALVE 1 VALVE OPERATOR DI-10:PROG DI 08 AO-2 PROGRAMMABLE A01 MOTOR CONTROLLER DI-11:PROG DI 09 DO-1 ZONE VALVE 1 VALVE OPERATOR DI-12:PROG DI 10 DO-8 ZONE VALVE 8/CIRC PUMP VALVE OPERATOR,REMOTE RELAY DI-13:PROG DI 11 MZONE-1 MBOX-1 POINTS LIST POINT DESCRIPTION DEVICE AI-1 SUPPLY WATER TEMP 1 TEMPERATURE SENSOR AI-2 RETURN WATER TEMP 1 TEMPERATURE SENSOR AO-1 MIXING VALVE 1 VALVE OPERATOR DO-1 ZONE VALVE 1 ZONE VALVE ATU-AIR TREATMENT UNIT DO-2 ZONE VALVE 2 ZONE VALVE AV-AIR VALVE DO-3 ZONE VALVE 3 ZONE VALVE BT-BUFFER TANK DO-8 ZONE VALVE 8/CIRC PUMP REMOTE RELAY,VALVE OPERATOR DV-DIVERTER VALVE MZONE-2 LIF PROJ.NO. 17086 DWS-DOMESTIC WATER SUPPLY ET-EXPANSION TANK FC-FAN COIL PROJ.ARCHITECT DE DRAWN BY: ips FD-FLOOR DRAIN POINTS LIST N INPUTS OUTPUTS INPUTS OUTPUTS POINT DESCRIPTION DEVICE GFS-GLYCOL FEEDER SYSTEM INPUTS OUTPUTS INPUTS OUTPUTS °DI HP-HEAT PUMP DI-1:ZONE BUS LAN 2 DI-1:ZONE BUS LAN 2 DI-1:ZONE BUS LAN 2 DI-1:ZONE BUS LAN 2 AI-1 SUPPLY WATER TEMP 1 TEMPERATURE SENSOR SET ISSUE DATES mI AI-2 RETURN WATER TEMP 1 TEMPERATURE SENSOR HPWH-HEAT PUMP WATER HEATER DATE ISSUE All:SUPPLY WTI MIX VALVE 1 :1-AO AIA:SUPPLY WTI MIX VALVE 1 :1-AO AO-1 MIXING VALVE 1 VALVE OPERATOR � IF-IMPOSED FIXTURES AI 1:SUPPLY WTI MIX VALVE 1 :1 AO AI-1:SUPPLY WT MIX VALVE:1-AO 2018.10.12 BID SET ' IHCL-IMPOSED HEATING/COOLING LOAD AI 2:RETURN WTi PROG A01 :2 AO AI 2:RETURN WTI PROG A01 :2 AO AI-2:RETURN WTI PROG A01 :2-AO AI-2:RETURN WT PROG AO 1 :2-AO DO-1 ZONE VALVE 1 ZONE VALVE ig PROGA02:3-AO PROGA02:3-AO 2019.03.08PERMIT SET- PRE TRUSTEES LL IWH-INDIRECT WATER HEATER PROG A02:3-AO PROG AO 2:3-AO DO-2 ZONE VALVE 2 ZONE VALVE MC-MANIFOLD CABINET DI 2:PROG DI 01 PROG A03:4 AO DI 2:PROG DI 01 PROG A03:4 AO DI-2:PROG DI 01 PROG A03:4-AO DI-2:PROG DI 01 PROG AO 3:4-AO DO-3 ZONE VALVE 3 ZONE VALVEco 2019.05.15 PERM T SET- TRUSTEES REV MXV-MIXING VALVE DI 3:PROG DI 02 DI 3:PROG DI 02 DI-3:PROG DI 02 DI-3:PROG DI 02 DO-4 ZONE VALVE 4 ZONE VALVE o DI-4:PROG DI 03 Z VALVE 1 :1-DO DI-4:PROG DI 03 Z VALVE 1 :1-DO NTD-NEUTRAL TEMPERATURE DELIVERY UNIT DI 4:PROG DI 03 Z VALVE 1 :1 DO DI 4:PROG DI 03 Z VALVE 1 :1 DO DO-8 ZONE VALVE 8/CIRC PUMP REMOTE RELAY,VALVE OPERATOR DI-5:PROG DI 04 Z VALVE 2:2-DO DI-5:PROG DI 04 Z VALVE 2:2-DO DI-5:PROG DI 04 Z VALVE 2:2 DO DI 5:PROG DI 04 Z VALVE 2:2 DO z OAT-OUTSIDE AIR TEMPERATURE MZONE-3 NTD-NEUTRAL TEMPERATURE DELIVERY UNIT DI-6:PROG DI 05 Z VALVE 3:3-DO DI-6:PROG DI 05 Z VALVE 3:3-DO e DI-6:PROG DI 05 Z VALVE 3:3 DO DI 6:PROG DI 05 Z VALVE 3:3 DO DI 7:PROG DI 06 Z VALVE 4:4 DO DI 7:PROG DI 06 Z VALVE 4:4 DO C.) P-PUMP DI-7:PROG DI 06 Z VALVE 4:4-DO DI-7:PROG DI 06 Z VALVE 4:4-DO PRV-PRESSURE REDUCING VALVE DI 8:PROG DI 07 Z VALVE 5:5 DO DI 8:PROG DI 07 Z VALVE 5:5 DO DI-8:PROG DI 07 Z VALVE 5:5-DO DI-8:PROG DI 07 Z VALVE 5:5-DO y DI-9:PROG DI 08 Z VALVE 6:6-DO DI-9:PROG DI 08 Z VALVE 6:6-DO POINTS LIST DI-9:PROG DI 08 Z VALVE 6:6-DO DI-9:PROG DI 08 Z VALVE 6:6-DO RLFV-TEMPERATURE&PRESSURE RELIEF VALVE DI-10:PROG DI 09 Z VALVE 7:7-DO DI-10:PROG DI 09 Z VALVE 7:7-DO POINT DESCRIPTION DEVICE �i RS-ROOM SENSOR DI-1 1:PROG DI 10 ZV08 CIRC:8 DO > DI-1 1:PROG DI 10 ZV08/CIRC:8 ER DI-10:PROG DI 09 Z VALVE 7:7-DO DI-10:PROG DI 09 Z VALVE 7:7-DO DI-11:PROG DI 10 ZV08/CIRC:8-DO DI-11:PROG DI 10 ZV08/CIRC:8-DO AO-1 MIXING VALVE MOTOR CONTROLLER REVISIONS v TMV-THERMOSTATIC MIXING VALVE DI-12:PROG DI 11 POWER DI-1 2:PROG DI 11 POWER DI-12:PROG DI 11 POWER DI-1 2:PROG DI 11 POWER AO-2 PROG ANALOG 1 MOTOR CONTROLLER i TR-TEMPERATURE,RETURN MZONE AO-3 PROG ANALOG 2 MOTOR CONTROLLER TS-TEMPERATURE,SUPPLY -1 MZONE-2 MZONE-3 MZONE4 NO. DATE DESCRIPTION co o TW-TOWEL WARMER AO-4 PROG ANALOG 3 MOTOR CONTROLLER 1 07-08-2019 REV1 WH-WATER HEATER DO 1 ZONE VALVE 1 VALVE OPERATOR o V-VALVE DO-2 ZONE VALVE 2 VALVE OPERATOR WM-WATER METER DO-3 ZONE VALVE 3 VALVE OPERATOR a DO-4 ZONE VALVE 4 VALVE OPERATOR C MZONE-4 O LL t C, O Z O N co PERMITTING J N O O N O HVAC CONTROLS m C '2 SCHEMATIC 0 1 HVAC CONTROLS SCHEMATIC 3 r � r a m a M60zu U � 7/8/2019 2:18:15 PM i E i ZRsMr—H0•V1E_ 7r'® 0M(M. I I C ,,^^ u) ; u t p r o NLr) c0) LL_ L A 1 1` Y d: E J O W (nN O o WQN V mxc O Ri u_ � 0Lf) O W = ZMcz ` • :t � OCe) ( Siz N ' Q_j , E B " •.Y , NORTHFORK vG S RESIDENCE .............. ly V" 3 5250 VANSTON RD CUTCHOGUE, NY, 11935 RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 -S I I . �,..,� � F..:.ro}, ° C f .» �,.o:,; � as•mrs+, � �,a" s a ._. � y� a 5<R ..,6� 9:p' F..w° #•�, ,a ,� a" �w �, Y M ; i , l t , ... 1'i4 ii , � f RP-1 4 l 3 i t i M -2 3 A2 L 7{ , LIF �........_....._......__... PROJ.NO. 17086 , C24 ` ' R i • f : _. PROJ.AR HITE T.. C C DRAWN BY. ips E ; E o r . 3 , 1 a n 1 i. A 24 I..... , M t,, R 3-2 rn ,. c � ' .,..r.,..,....��••••...,.... i� .. • si •_�� �° ,°•Y „�.». �l « t 1 8, , is 11• i r..:;_ { 2 SET ISSUE DATES Q RP 1 o DATE ISSUE W " I t w �0. - : � < � � _ .. .._. ';'• 2018.10.12 BID D SET H E 24 _ + IS) �� _.. . w . 4 `1 ' ,2 + ,i 2019.03.08 PERM IT T PR , SE E TRUSTEES rL Al E > , .t DA-2 .,. 2019.05.15 PERM T SET TRUSTEES REV '. o9p € i: � .., f. j' .. .. '� t'; y _• .K'' �.«.>' ��.<y.,.,.w»�r �„_�"°" �;l `•1,``7 `� .,�,,, `` a CC � r O t - r : _._.. , ��E• .. ......� �. :', «ate'•"" .. !f i'7 ..``�1 .__._ t , „ i Q 1 « t y ,- Q _. 61 } i f .. M DA cn ... .. _, „".,,"'.. ,.a• «a.n• :,,,..+•tam '��� 41 1 _......_... .... _. a I {.s,+ , .... � wyyC .' ..,,: .. •'.. .. °'off«:;:..-,,.,,,8 REVISIONS 1 ` 36 NO. DATE DESCRIPTION , ,i L. < 10 - I€ „, m 1' { " __ 11 • ;t o + M Z 2 a MZ P-2 ; i s i rL r 2 1 : , Y ,•: PERMITTING cb F C �» 0 a __ _ __ ____� _____ __ ___ HVAC ISOMETRIC c C w "2 MAIN HOUSE 1 MAIN HOUSE 2 MAIN HOUSE 3 1 2 3 c 5 r . .L a -m a� a IL m � lL U 7/8/2019 2:18:26 PM LQI��P-0OVIE�V� OMB, J PLUMBING SYMBOLS Lo L0 PLUMBING PIPING SYMBOLS PLUMBING ABBREVIATIONS PLUMBING ABBREVIATIONS PLUMBING SYSTEM DESCRIPTIONI 1. FIXTURES -DCw DCw DCw- DOMESTIC COLD WATER, COLD WATER TERM ABBREVIATION TERM ABBREVIATION a. TO BE SELECTED BY THE ARCHITECT. DESIGN REFLECTS TYPICAL WATER AND DRAIN FIXTURE o CV Lo KILOWATT KW 0) NOE ELECTRO-MECHANICAL EQUIPMENT TAG -DWR DWR-DWR DRINKING WATER RETURN p A KILOWATT HOUR KwH UNITS. 00 ABOVE FINISHED FLOOR AFF KITCHEN SINK KS 2. DWV PIPING Y F- n E -Dws DWs DwS- DRINKING WATER SUPPLY ABOVE FINISHED ROOF AFR L L a. PVC/ABS PLASTIC PIPING. W N 0 ABOVE GRADE AG LAUNDRYTRAY LT b. INSULATED IN SELECTED LOCATIONS FOR NOISE CONTROL. ABSOLUTE ABS LAVATORY LAV N N W Q N V -DHWRDHWRDHWR- DOMESTIC HOW WATER RETURN, HOT WATER RETURN ACID VENT STACK THROUGH ROOF AVTR LEADER L 3. SEWAGE EJECTOR SYSTEM Ref AIR-COMPRESSED A LINEAR FEET LINFT a. MAIN HOUSE X p O Q) -DHW DHw DHw- DOMESTIC HOT WATER, HOT WATER SUPPLY ALTERNATING CURRENT AC LIQUEFIED PETROLEUM GAS LPG i. A DUPLEX PUMP SEWAGE EJECTOR SYSTEM WILL BE LOCATED IN THE MECHANICAL T_1 AMERICAN GAS ASSOCIATION AGA M M W a-+ AMERICAN INSTITUTE OF STEEL CONSTRUCTION Alsc MANHOLE MH ROOM.THE SYSTEM WILL RECEIVE DISCHARGE FROM THE KITCHEN SINK,THE WASHING EXTERIOR ELEVATION - SW SW_ SW - SOFT COLD WATER MACHINE BASEMENT SINK,AND BASEMENT FLOOR DRAIN. SEWAGE WILL BE PUMPED TO THE U) �- N _cz AMERICAN NATIONAL STANDARDS INSTITUTE ANSI MATERIAL SAFETY AND DATA SHEET MSDS A101 iL - D D D - DRAIN AMERICAN PETROLEUM INSTITUTE API MECHANICAL EQUIPMENT ROOM MER MAIN HOUSE DRAINAGE SYSTEM. LL ,� AMER ICAN SOCIETY OF TESTING MATERIALS AS'TM MEDICAL AIR MA 4. DOMESTIC WATER PIPING Ref AMERICAN SOCIETY OF HEATING,REFRIGERATING,AND ASHRAE MEDICAL OXYGEN MO - Iw Iw Iw - DRAIN INDIRECT AIR-CONDITIONING ENGINEERS a. PEX/COPPER. _ co �1 � MEDICAL VACUUM MV Ref AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASIME MILES PER HOUR MPH 5. PROPANE PIPING -_ Z M cz -GW GW GW - DRAIN, GRAY AMERICAN SOCIETY OF PLUMBING ENGINEERS ASPE MILLION GALLONS PER DAY MGD a. COPPER/BLACK IRON.v V V VENT w OMAMERICAN SOCIETY OF SANITARY ENGINEERING ASSE MINIMUM MIN. 6. DOMESTIC HOT WATER AMPERE AMP N N a. MAIN HOUSE L� 1 A101 1 INTERIOR ELEVATION ANGLE VALVE AV' NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NEMA r r P� AREA DRAIN AD NATIONAL FIRE PROTECTION ASSOCIATION NFPA i. AN ELECTRIC RESISTANCE TANK STORAGE WATER HEATER WILL SERVE THE MAIN -SAN SAN SAN SANITARY WASTE B B Z N 13 NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY NIST HOUSE.ir r BACKFLOWPREVENTER BFP NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NOAA b. GARAGE BARN In Q N Ref 1 - SV SV SV WASTE AND VENT COMBINATION BALL VALVE BV NATIONAL PIPE THREAD NPT BATHTUB BT NATIlONAL PLUMBINGCODE N i. A SMALL ELECTRIC UNDER-SINK WATER HEATER WITH INTEGRATED TANK WILL SERVE O NATURAL SD SD sD - DRAIN, STORM BRAKE HORSEPOWER BI-0P NATURAL GAS NG THE GARAGE BARN POWDER ROOM. Z BRITISH THERMAL UNIT BTU NOMINAL PIPE SIZE NPS C. CARRIAGE HOUSE A A A - AIR COMPRESSED BUTTERFLY VALVE BF'V NORMAL TEMPERATURE AND PRESSURE NTP N i. TWO LOWBOY ELECTRIC RESISTANCE WATER HEATERS WILL BE INSTALLED IN THE ATTIC PE MECHANICAL EQUIPMENT TAG c C NORMALLY CLOSED Nc TO SERVE THE (4) BATHROOMS AND KITCHEN. J U) O- NO. -TWR TWR TWR- TEMPERED WATER RETURN CANADIAN STANDARDS ASSOCIATION CSA NORMALLY OPEN NO CAST IRON CI NOT IN CONTRACT N I C 7. SCALD PROTECTION -TWs TWs TWs- TEMPERED WATER SUPPLY CENTERS FOR DISEASE CONTROL CDC NOT TO SCALE NTS a. MAIN HOUSE-POINT OF PRODUCTION THERMOSTATIC MIXING VALVE SET TO 110 DEGREES CHECK VALVE CV NUMBER NO. FAHRENHEIT. 101 SPACE NUMBER CHEMICAL AND PETROLEUM INDUSTRY CPI O O -VAC-VAC-VAC- VACUUM, AIR CLEANOUT CO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OSHA b. CARRIAGE HOUSE-POINT OF PRODUCTION THERMOSTATIC MIXING VALVE SET TO 110 DEGREES CLEANOUT DECK PLATE CODP ON CENTER OC FAHRENHEIT. GENERAL PLUMBING SYMBOLS - DE DE DE - WATER, DEIONIZED COLD WATER Cw ORIGINAL EQUIPMENT MANUFACTURER OEM C. GARAGE BARN-POINT OF USE THERMOSTATIC MIXING VALVE SET TO 110 DEGREES COMPRESSED AIR CA OUNCE OZ FAHRENHEIT. -DW DW DW- WATER, DISTILLED COMPRESSED GAS ASSOCIATION CGA OUTSIDE DIAMETER OD CUBIC FEET FT`3 8. DOMESTIC HOT WATER RECIRCULATION DIRECTION OF PIPE PITCH (DOWN) CUBIC FEET PER MINUTE CFM OXYGEN P a. MAIN HOUSE-DOMESTIC HOT WATER RECIRCULATION WILL BE PROVIDED BY A LOW WATTAGE PLUMBING VALVE SYMBOLS CUBIC FEET PER SECOND CFS PARTS PER MILLION PPM RECIRCULATION PUMP WITH ONBOARD CONTROLLER AND LOGIC. DIRECTION OF FLOW CURRENT GOOD MANUFACTURING PRACTICE cDGMP PIPING AND INSTRUMENTATION DIAGRAM P&ID 9. INSULATION PLUG VALVE Pv DEGREE DEG. PLUMBING SERVICE BOX PSB a. ALL HOT-AND COLD-WATER PIPING WILL BE INSULATED WITH ELASTOMERIC INSULATION FOR ANCHOR GATE VALVE DEGREES CELCIUS DEG.C POST INDICATOR VALVE PIV ENERGY CONSERVATION AND CONDENSATION PROTECTION. DEGREES FAHRENHEIT DEG.F POUNDS LB 10. CONTROLS DEGREES KELVIN DEG,K POUNDS PER CUBIC FOOT LB/FT`3 REDUCER OR INCREASER GLOBE VALVE DEPARTMENT OF TRANSPORTATION DOT POUNDS PER SQUARE FOOT LB/FT'2 a. HOT WATER RECIRCULATION DEUTCHES INSTITUTE FOR NORMUNG DIN POUNDS PER SQUARE INCH PSI i. RECIRCULATION PUMP WITH ONBOARD CONTROLLER AND LOGIC SENSES SUPPLY AND ECCENTRIC REDUCER DIAMETER DIA. POUNDS PER SQUARE INCH,ABSOLUTE PSIA RETURN TEMPERATURE TO DETERMINE FLOW AND RUN TIME REQUIREMENTS. GATE VALVE WITH 3/4 HOSE ADAPTER DIAMETER,INSIDE ID POUNDS PER SQUARE INCH,GAUGE PSIG b. SEWAGE EJECTOR SYSTEM TOP CONNECTION,45 OR 90 DIAMETER,OUTSIDE OD PRESSURE REDUCING VALVE PRV DIMENSIONAL,NOMINAL(SIZE IN METRIC) DN PRESSURE RELIEF VALVE PV i. SYSTEM INCLUDES A CONTROL PANEL WITH ASSOCIATED PREPROGRAMMED SYSTEM CHECK VALVE DIRECT CURRENT DC R R CONTROLLER.THE CONTROLLER WILL BE LOCATED IN THE MECHANICAL ROOM. DISTILLED WATER DW RANKINE DEG.R BOTTOM CONNECTION, 45°OR 90° DOMESTIC WATER-COLD DCW REDUCED PRESSURE ZONE RPZ ANGLE GLOBE VALVE DOUBLE CHECK VALVE DCV RELATIVE HUMIDITY RH DOUBLE DETECTOR CHECK DDC REVOLUTIONS PER MINUTE RPM SIDE CONNECTION DOWN DIN REVOLUTIONS PER SECOND RPS CAPPED OUTLET -ICI- BUTTERFLY VALVE DRAIN D ROOF DRAIN RD DRAIN-INDIRECT IW ROOT MEAN SQUARE RMS NORTHFORK DRAIN-STORM SD S S BALL VALVE DRAINAGE FIXTURE UNIT DFU SANITARY FIXUTRE UNITS SFU RISE OR DROP IN PIPE DRAINAGE INLET DI SANITARY WASTE SAN PLUMBING GENERAL NOTES WER SH RESIDENCE DRAWING DWG SERVICE SINK SS UNION Q DRINKING FOUNTAIN DF MODULATING CONTROL VALVE DROP MANHOLE DMH S LOOCK so 1. GENERAL NOTES ON THIS DRAWING ARE APPLICABLE TO EACH PLUMBING DRAWING OF THIS SET.SEE EACH E E SOIL S DRAWING FOR SPECIFIC NOTES APPLICABLE TO THAT DRAWING. C PIPE UP ELEVATION ELEV. SPECIFIC GRAVITY SG 2. DESIGN IN ACCORDANCE WITH NEW YORK STATE UNIFORM AND ENERGY CODES. TWO POSITION CONTROL VALVE F F SQUARE FEET so FATS,OILS AND GREASE FOG STANDARD STD 2.1 2015 INTERNATIONAL RESIDENTIAL CODE. C PIPE DOWN FEET FT STANDARD DIMENSIONAL RATIO SDR FEET PER MINUTE FPM STEAM WORKING PRESSURE SWP 2.2 2015 INTERNATIONAL FIRE CODE. THREE-WAY MODULATING CONTROL VALVE FEET PER SECOND FPS SYSTEME INTERNATIONAL D'UNITES SI 2.3 2015 INTERNATIONAL PROPERTY MAINTENANCE CODE. POINT OF CONNECTION BETWEEN NEW FIXTURE UNIT FU T r 2.4 2017 UNIFORM CODE SUPPLEMENT. AND EXISTING WORK FOOT HEAD Ff.HD. TEMPERATURE AND PRESSURE RELIEF VALVE TPRV 5250 VANSTON RD FOOT OR FEET FT TEMPERED WATER TW 2.5 2015 INTERNATIONAL ENERGY CONSERVATION CODE. FOOT-POUND FT-LB TESTABLE DOUBLE DETECTOR CHECK TDDC �--► LIMIT OF DEMOLITION THREE-WAY TWO POSITION CONTROL VALVE G G THATIS IE 2.6 2013 ASHRAE 90.1. CUTCHOGUE, NY, 11935 GALLONS GAL THERMOSTATIC MIXING VALVE TMV 2.7 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. GALLONS PER DAY GPD THOUSAND CUBIC FEET MCF INVERTED BUCKET TRAP SET INCLUDING GALLONS PER HOUR GPH THOUSAND POUNDS KIP 3. OVERHEAD PIPING IN SPACES WITHOUT HUNG CEILINGS SHALL BE RUN AS CLOSE TO THE ROOF DECK AS r�I PIPING ACCESSORIES GALLONS PER MINUTE GPM TOP ELEVATION TE PRACTICABLE,AS CLOSE TO PARALLEL JOISTS AS POSSIBLE AND ABOVE LIGHTING FIXTURES. RIPCORD ENGINEERING GALLONS PER YEAR GPY TYPICAL TYP PRESSURE REGULATING VALVE GOOD MANUFACTURING PRACTICE GMP 4. ARRANGE PIPING, PARTICULARLY ABOVE CEILINGS,ARE REQUIRED TO CLEAR STRUCTURE, DUCTS, U U PO BOX 4175;PORTLAND,ME 04101;207-835-4060 GRAY WATER GW ULTRAVIOLET UV CONDUIT, ETC.ALLOWING SPACE FOR PIPE HANGERS, EXPANSION LOOPS,AND ACCESS TO VAVLES AND FLOAT&THERMOSTATIC TRAP SET INCLUDING H H UNIFORM PLUMBING CODE UPC EQUIPMENT. PIPING ACCESSORIES HANDS-OFF AUTOMATIC HOA 5. THE DIAMETER OF THE SUPPLY PIPE TO GAS POWERED EQUIPMENT SHALL NOT BE SMALLER THAN THE I - AUTOMATIC FLOW CONTROL VALVE HEAD HD URINAL vR HEATER HTR VACUUM BREAKER VB INLET CONNECTION TO THE EQUIPMENT. STRAINER HEATING,VENTILATING AND AIR-CONDITIONING HVAC VACUUM,VACUUM-AIR VAC 6. COORDINATE LOCATION AND INSTALLATION OF EQUIPMENT WITH OTHER TRADES. PRESSURE RELIEF VALVE HERTZ HZ VENT V THERMOMETER HORSEPOWER HP VENT THROUGH ROOF VTR 7. VALVES AND SPECIALTIES SHALL BE LINE SIZE, EXCEPT FOR CONTROL AND BALANCING VALVES, UNLESS HOSE BIBB HB VOLATILE ORGANIC COMPOUND VOC NOTED OTHERWISE. HOT WATER Hw w W PRESSURE GAGE HOT WATER RETURN HWR WALL HYDRANT WH 8. EXTEND DRAIN LINES TO NEAREST FLOOR DRAIN OR AS INDICATED. ROUTING SHALL NOT INTERFERE WITH MANUAL AIR VENT I I WASTE W PASSAGEWAYS AND MAINTENANCE. INCH-POUNDS IP WASTE&VENT COMBINATION sV 9. FOR PIPE SIZES NOT INDICATED ON PLANS,SEE EQUIPMENT CONNECTION DETAILS, FLOW DIAGRAMS, RISER FLOW ELEMENT INCHES IN. WATER-DEIONIZED DE DIAGRAMS,AND SCHEDULES. INCHES PER HOUR IN./HR WATER-DISTILLED DW TEST PLUG PRESSURE/TEMPERATURE INDUSTRIALRISKINSURERS IRI WATER-DRINKING RETURN DWR 10. PROVIDE UNION OR FLANGED CONNECTIONS AT EACH PIECE OF EQUIPMENT AND ON BOTH SIDE OF Coo CLEAN OUT ( ) INSIDE DIAMETER ID WATER-DRINKING SUPPLY Dws CONTROL VAVLES AND PRESSURE REGULATING VALVES. PROVIDE SHUT-OFF VALVE ON BOTH SIDE OF INSTRUMENTAIR IA WATER-SOFT COLD SW AUTOMATIC VALVES. INTERNATIONAL ASSOCIATION OF PLUMBING AND IAPMO WATER-TEMPERED RETURN TWR ]-C HOSE BIB MECHANICAL OFFICIALS WATER-TEMPERED SUPPLY TINS 11. RELIEF DRAIN PIPING SHALL BE EXTENDED TO 6"ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. AV AUTOMATIC AIR VENT INTERNATIONAL CODE COUNCIL ICC WATER CLOSET WC INTERNATIONAL PLUMBING CODE IPC WATER FIXTURE UNITS WFU 12. FLOOR MOUNTED EQUIPMENT IN THE MECHANICAL ROOM SHALL BE LOCATED ON 61, THICK CONCRETE PADS INVERT ELEVATION IE WATER WORKING PRESSURE WWP WITH ROUNDED EDGES UNLESS NOTED OTHERWISE. IRON BODY BRONZE MOUNTED IBBM WATER,OIL AND GAS YWOG IRON PIPE SIZE IPS 13. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH THE SPECIFICATION.ADDITIONAL SUPPORTS OR K K Y YARD HYDRANT YH HANGERS SHALL BE ADJACENT TO ELBOWS TO PREVENT THE SUPPORT OF PIPING BY EQUIPMENT. Z Z 14. CORRECT SETTING ON BALANCING FITTINGS SHALL BE PERMANENTLY MARKED. ZONE CONTROL VALVE ZCV 15. LOCATE AND SIZE CONCRETE PADS FOR EQUIPMENT IN ACCORDANCE WITH ACTUAL EQUIPMENT PURCHASED. 16. MAKE PROPER CONNECTIONS TO ALL FIXTURES AND EQUIPMENT EVEN THOUGH ALL BRANCHES, ELBOWS AND CONNECTIONS ARE NOT SHOWN. 17. COORDINATE WITH ARCHITECTURAL WORKING DRAWINGS BEFORE ROUGH-IN OF PLUMBING FIXTURES. 18. UNLESS OTHERWISE NOTED, PIPING SHALL BE RUN AS HIGH AS POSSIBLE, CONCEALED ABOVE CEILINGS, IN WALLS AND PARTITIONS,AND IN PIPE CHASES. 19. SLOPES AND INVERT ELEVATIONS SHALL BE ESTABLISHED BEFORE PIPE IS INSTALLED TO ENSURE CLEARANCE FOR PROPER SLOPING. 20. WALL HYDRANTS SHALL BE MOUNTED 24"ABOVE FINISHED GRADE UNLESS OTHERWISE SPECIFIED. 21. COORDINATE WORK WITH OTHER TRADES SO AS NOT TO DISTURB NEW OR REPAIRED FINISHES. 22. SLOPES AND INVERT ELEVATIONS OF EXTERIOR SEWERS, MANHOLES, ETC.SHALL BE ESTABLISHED AND VERIFIED BY THE CONTRACTOR BEFORE PIPE IS INSTALLED TO ENSURE CLEARNANCE FOR PROPER SLOPING. LIF PROJ.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: BPS 9 0 �I co cr SET ISSUE DATES =I DATE ISSUE mI 2018.10.12 BID SET 2019.03.08PERMIT SET- PRE TRUSTEES x m 2019.05.15 PERM T SET- TRUSTEES REV m .2 U U W _N REVISIONS �1 NO. DATE DESCRIPTION m 0 a U m 0 �I 0 LL �o Z rL PERMITTING 0 Q PLUMBING LEGEND WI P PLUMBING DRAWING SCHEDULE DRAWING NO. DRAWING NAME rr P101A PLUMBING FLOOR PLAN rr 72 P101B PLUMBING FLOOR PLAN P101C PLUMBING FLOOR PLAN is t P103 PLUMBING ROOF PLAN IL P601 PLUMBING SCHEDULES a LZ Foo 1 P901 PLUMBING ISOMETRIC U 7/8/2019 2:18:27 PM KEYNOTE LEGEND-PLUMBING KEY NOTE O r P1 INCLUDES TRAP PRIMER. a N Lo P2 DRAIN TO DAYLIGHT. pp 0) P3 VENT VIA AIR ADMITTANCE VALVE. I— 0 WU) N O © WQcV v ccXO O LL 0 In a) co 1 l�sl = z M � H O M — ... .. .. ....... ... ... ..F r r-� r z N MQN 2� Z0 T _._................ _. .. Q N _ a. �' I) U) DHWR V LV1 WC-1 V , D ' CW P3 i IB-1 DHW ( ' S • „ —=}—DCW V ; p I f• '�>— HW P3 P3 »• R _ �I = DHW , 0 1 .. ........................ _ DDHW ;. U ; BT1 C ry. t 0 re F� , l KS=1 � ¢ P3 � LV,,3 DCW OSH 1 DCW P3 W'+— w : rr , , cc >> ;0 P3 � " DHW E NORTHFORK ................................... i /i i� x ..LV 1 . ° . ......................... . 'DCW V i 9 4/ g ............................_... ........,.......... ... ... ... ,. P3 0 .,. ...... .... .. .. ., . ___... _ _ _.__._. .__ _ __ .__ RESIDENCE ,.....,.......... .................................. :y..... .. �........... . DHW-�.._.-; : � . ............... HY 1 .............. .. . ...................................................................................................... ................................................................ .. . . . . .......... ........................... ........................................... ............: 5250 ANST N RD CUTCHOGUE, NY, 11935 RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 MAIN HOUSE MAIN PLUMBING PLAN 2 3/16"= 1'-0" ..... .......................... ... ...................................................._............_.......................... ..._....................._.........._........_.._._....__.............................._..__.-........_.............._............_..-......—- ....... ....__........................--.....................-...-.__..._.._......................... . DCW PIPING TO GARAGE BARN. BUILDING SEWER.SEE CIVIL DRAWINGS. i U f U U ET-1 1 WH1 S ......................................_......_......_..... ...... . ......................... _.. w .._._ _..........-.. . a°.».,. P3 �/'\jam\j �...,. -� $ , ' .c-{), i EP-1 LIF PROD.NO. 17086 06 PROJ.ARCHITECT DE DRAWN BY: iP$ • q r - S N F e i DCW g Li , � I �1 . S SET ISSUE DATES _ _ DATE ISSUE LS 1 V 2018.10.12 BID SET DHW P1 2019.03.08PERMIT SET— PRE TRUSTEES Y � ,1� 2019.05.15 PERM T SET— TRUSTEES REV fs 6 r O r N r , WB-1 Z P3 t o DHW N DCW S REVISIONS 7, NO. DATE DESCRIPTION _ ._, U N L m� 0 LL r Z m U PERMITTING N O W O Q PLUMBING FLOOR W, PLAN 0 N MAIN HOUSE BASEMENT PLUMBING PLAN 4' 0 4' 8' 12' a � \_ 0 MR& m a SCALE: 3/16" = 1' — 0" P101A 7/8/2019 2:18:32 PM i ..........._._.._........ __... .................. t/ I- C r r 3LEG'. k E•� x t ' ,^ i Y/ u :E O T a N Ln n t v cl W (n N O I a WQN J � Xc o LL U) cV 0 LL — � OLn N _ — 1 W = Z M c� oM - TZN T ( I N : cy) Q� i I QN {{1'l _i a '..� �.J , . t7f _. •, � .94A P t , r 0-1 ..., x l r, t �rf I ET s I NORTHFORK RESIDENCE 5250 VANSTON RD CUTCHOGUE, NY, 11935 RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 i i i i .,.'€ ". m" q � • s ,r� s, ,..:�.r � t, f .. 1:_ � € � a. �, ...,� . � ..�' � .,. �-,� ,� �:�. 3 aft ....................... .. ....... a _......................................................................._.-.__........................................................ ... . .........................._ ...._....................... ..... ........._......_.............._....._._.........................................................._. _.......... i { ...................................._....__...... ..._......................................._....---.................................—-- ----- _.......__............................_...-- ._._... .._...__-------------._._.._............._.......-'-- -._._............-------------...._..__.._.......__.......-_........................- - -------...-.............................---..__......_......._............................._-_..........._...................._.. --- _.__......._..__......._..............__........_....-.............._...._............................................................-----...--...._...._......................._.........................................__..................._.._............._..- -... ...- ..._.. _._.._..._........_.........._..........................._.__._.._.._.__._........................................._..__._..__......1_......................-...........-....---..._......._..............-...__..._.. ...__........---.._..........._.....__..........._...................................................._......._......_.._.._.._.........._.......__................................................................................ ............... ................................................. ............................. .............................................._i .............................. .. .. ................ ...... .... ... . ................................................................................._...... ............... . ... .... ....._...................._............._ ............... .................... . ..r; `..... _ .. . ...... .. _ ...... . _ _ ..... . . ........ ... ..... LIF PROJ.NO. 17086 06 - - D D PROJ.ARCHITECT DE DRAWN BY: JPS IB 1 DCWDCW . . i DCW DHW DHWR DCW DHW r ` SET ISSUE DATES DHW W _... _ . ._ ..._........... . ... ... . _.... _.............. � _ DATE ISSUE Lu ............... .... . . . a �j =DHWR LI 2018.10.12 BID SET DHWR;it ' SH-2 2019.03.08 PERM IT SET— PRE TRUSTEES DCW �( p W 2019.05.15PERM T SET— TRUSTEES REV ( _ KS 1 D, ----- . HL� • �- P3 ? {� DCW DHW WC-1 (_ .J S .......__....... S P3 k A € e � ' ^ DHW-S > { y DCW LV-1 REVISIONS E. � __.,,..... _.. .,.__.,... _......... . .............................._..... .. __.. .. _ �..........: :.). NO. DATE DESCRIPTION a U DHW 0 ' _ HY-i 2 I 0 LL Z , 0 G= Y PERMITTING N O OD PLUMBING FLOOR PLAN N MAIN HOUSE LOFT PLUMBING PLAN a rt � 3/16"= 1'-0° 4 0 4 89 12 o m a iz LL SCALE: 3/16" = 1' - 0" J 7/8/2019 2:18:38 PM 1 I V C Lo t O T o NLo LL 00 Y i J � p WAN o © WQN U J � Xoo F- W T +r U) CV (� � — �LL 0Lo (1) W = ZMcz � 0ce) Y rZN MQN ZO T QN J c i - I., . „ N I i i i NORTHFORK RESIDENCE I I 5250 VANSTON RD CUTCHOGUE, NY, 11935 RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 i i I I I i [ i � , a 1 117 MA I I I i LIF PROJ.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: ips 0 o> O SET ISSUE DATES OD x DATE ISSUE VENT THROUGH ROOF IN THIS VICINITY 2018.10.12 BID SET 2019.03.08 PERM IT SET- PRE TRUSTEES 2019.05.15 PERM T SET TRUSTEES REV N O W O REVISIONS 2I i - NO. DATE DESCRIPTION co U 6 �pp r S� 0 LL t Y O Z O ftl �L PERMITTING N O c W O PLUMBING ROOF W, PLAN 2 MAIN HOUSE ROOF PLUMBING PLAN 4' 0 4' s' 12' 3/16"= 1'-0"a a SCALE: 3/16" = 1' - 0" 7/8/2019 2:18:42 PM u YJ YJ�,�^1 H DRAIN WASTE VENT BASIS OF DESIGN-DEVELOPMENT SEWAGE EJECTOR PUMP SCHEDULE C T a N TAG DESCRIPTION HWFU CWFU WFU DFU COUNT NOTES MECHANICAL DATA ELECTRICAL DATA E co C BT-1 BATHTUB 1.00 1.00 1 2 1 APPARENT Y BT-2 BATHTUB 1.00 1.00 1 2 1 TAG MANUFACTURER MODEL DESCRIPTION PUMP HP FLOW HEAD VOLTAGE PHASE FREQUENCY LOAD FLA LRA NOTES ~ E CL-1 WATER COOLER 0.00 0.25 0 1 1 SEP-1 LIBERTY PUMPS P682XLE41 P680 SERIES SEWAGE EJECTOR SYSTEM 0.40 hp 60.0 GPM 15 ftH2O 115 V 1 60 Hz 1380 VA 12 A 23 A 1 Q N LLI N p FD-1 FLOOR DRAIN, EMERGENCY 0.00 0.00 0 0 3 HY-1 WALL HYDRANT 0.00 7.50 8 0 3 WATER HEATER SCHEDULE o X � 0 N J I13-1 ICE MAKER BOX 0.00 0.50 1 0 2 ELECTRICAL DATA r *'' KS-1 KITCHEN SINK 2.10 2.10 3 4 2 STORAGE cz TAG MANUFACTURER MODEL DESCRIPTION CAPACITY VOLTAGE PHASE FREQUENCY WATTAGE COUNT NOTES LIM LNL LS-1 LAUNDRY SINK 1.05 1.05 1 2 1 WH-1 BRADFORD WHITE RE350S6 ELECTRIC RESISTANCE TANK WATER HEATER 50.0 gal 240 V 1 60 Hz 4500 W 1 Q LV-1 LAVATORY 2.10 2.10 3 4 4 WH-2 RHEEM ELDS40 SHORT TANK WATER HEATER 38.0 gal 240 V 1 60 Hz 4500 W 2 0 Lo N LV-2 LAVATORY 2.10 2.10 3 4 4 WH-3 STIEBEL ELTRON SHC 2.5 MINI-TANK ELECTRIC WATER HEATER 2.5 gal 120 V 1 60 Hz 1300 W 1 C'7 -Y LV-3 LAVATORY IN SETS 0.53 0.53 1 2 1 = z M � OSH-1 OUTDOOR SHOWER 2.00 2.00 3 4 2 EXPANSION TANK SCHEDULE -DOMESTIC 0 M - SH-1 SHOWER 1.00 1.00 1 2 1 MAX ACCEPTANCE ~ � SH-2 SHOWER 1.00 1.00 1 2 1 TAG MANUFACTURER MODEL DESCRIPTION CAPACITY VOLUME PRECHARGE COUNT NOTES Y r Z N SH-3 SHOWER 3.00 3.00 4 6 3 ET-1 AMTROL ST-8 DOMESTIC EXPANSION TANK 3.2 gal 1.9 gal 50 psi 2 (o Q N WB-1 WASHER BOX 2.00 2.00 3 4 2 WC-1 WATER CLOSET, 1.6 GPF GRAVITY TANK 0.00 17.60 18 24 8 SPECIALTY VALVE SCHEDULE Z O WC-2 IWATER CLOSET, 1.6 GPF GRAVITY TANK,WALL MOUNT 10.00 12.50 13 3 1 Q cm 18.88 47.23 54 66 41 TAG MANUFACTURER MODEL DESCRIPTION COUNT NOTES AAV-1 SIOUX CHIEF TURBOVENT AIR ADMITTANCE VALVE 14 c 0- DRAIN WASTE VENT BASIS OF DESIGN-MAIN HOUSE TMV-1 CALEFFI Z521 ADJUSTABLE THERMOSTATIC MIXING VALVE 3 TAG DESCRIPTION HWFU CWFU WFU DFU COUNT NOTES FIXTURE SCHEDULE BT-1 BATHTUB 1.00 1.00 1.40 2 1 TAG DESCRIPTION COUNT NOTES BT-2 BATHTUB 1.00 1.00 1.40 2 1 BT-1 BATHTUB 1 FDA FLOOR DRAIN, EMERGENCY 0.00 0.00 0.00 0 1 BT-2 BATHTUB 1 HY-1 WALL HYDRANT 0.00 2.50 2.50 0 1 CL-1 WATER COOLER 1 I13-1 ICE MAKER BOX 0.00 0.25 0.25 0 1 FDA FLOOR DRAIN, EMERGENCY 3 KS-1 KITCHEN SINK 1.05 1.05 1.40 2 1 HY-1 WALL HYDRANT 3 LV-1 LAVATORY 1.58 1.58 2.10 3 3 I13-1 ICE MAKER BOX 2 LV-3 LAVATORY IN SETS 0.53 0.53 0.70 2 1 KS-1 KITCHEN SINK 2 OSH-1 OUTDOOR SHOWER 1.00 1.00 1.40 2 1 LS-1 LAUNDRY SINK 1 SH-1 SHOWER 1.00 1.00 1.40 2 1 LV-1 LAVATORY 4 SH-2 SHOWER 1.00 1.00 1.40 2 1 LV-2 LAVATORY 4 WB-1 WASHER BOX 1.00 1.00 1.40 2 1 LV-3 LAVATORY IN SETS 91 1 WC-1 WATER CLOSET, 1.6 GPF GRAVITY TANK 0.00 6.60 6.60 9 3 OSH-1 OUTDOOR SHOWER 2 WC-2 WATER CLOSET, 1.6 GPF GRAVITY TANK,WALL MOUNT 0.00 2.50 12.50 3 11 SH-1 SHOWER 1 TOTAL 9.15 21.00 24.45 31 18 SH-2 SHOWER 1 SH-3 SHOWER 3 WB-1 WASHER BOX 2 NORTHFORK DRAIN WASTE VENT BASIS OF DESIGN-CARRIAGE HOUSE WC-1 WATER CLOSET, 1.6 GPF GRAVITY TANK 8 TAG DESCRIPTION HWFU CWFU WFU DFU COUNT NOTES WC-2 WATER CLOSET, 1.6 GPF GRAVITY TANK, 1 FDA FLOOR DRAIN, EMERGENCY 0.00 0.00 0.00 0 1 WALL MOUNT GRAND TOTAL 41 RESIDENCE HY-1 WALL HYDRANT 0.00 2.50 2.50 0 1 I13-1 ICE MAKER BOX 0.00 0.25 0.25 0 1 PLUMBING NOTES KS-1 KITCHEN SINK 1.05 11.05 1.40 12 1 LV-2 LAVATORY 2.10 2.10 2.80 4 4 1 INCLUDES OPTIONAL 8" EXTENSION. OSH-1 OUTDOOR SHOWER 1.00 1.00 1.40 2 1 SH-3 SHOWER 3.00 3.00 4.20 6 3 WB-1 WASHER BOX 1.00 1.00 1.40 2 1 WC-1 WATER CLOSET, 1.6 GPF GRAVITY TANK 0.00 8.80 8.80 12 4 5250 VANSTON RD TOTAL 8.15 19.70 22.75 28 17 DRAIN WASTE VENT BASIS OF DESIGN-GARAGE BARN CUTCHOGUE, NY, 11935 TAG DESCRIPTION HWFU CWFU WFU DFU COUNT NOTES RIPCORD ENGINEERING CL-1 WATER COOLER 0.00 0.25 0.25 1 1 PO BOX 4175;PORTLAND,ME 04101;207-835-4060 FDA FLOOR DRAIN, EMERGENCY 0.00 0.00 0.00 0 1 HY-1 WALL HYDRANT 0.00 2.50 2.50 0 1 LV-1 LAVATORY 0.53 0.53 0.70 1 1 WC-1 WATER CLOSET, 1.6 GPF GRAVITY TANK 10.00 12.20 12.20 3 1 TOTAL 0.53 5.48 5.65 5 5 LIF PROJ.NO. 17086 c6 PROJ.ARCHITECT DE DRAWN BY: ips O rl O Ri O0 SET ISSUE DATES cc x� DATE ISSUE U 2018.10.12 BID SET 2019.03.08 PERM IT SET- PRE TRUSTEES Y 2019.05.15 PERM T SET- TRUSTEES REV ftl J N O N L U W N N 9 O yl REVISIONS NO. DATE DESCRIPTION m 0 a U 'm m .o �I o LL r 'C O Z O i6 PERMITTING N O cb ro O N PLUMBING W SCHEDULES 601 'fl8 a .0 t / N L a � m a [L d � IL U � 7/8/2019 2:18:44 PM yea Lo Lo C) T— N Lo 00 lu x Qa c\I 0 W c\I < X 0 0 w C\l CZ LL u- 0 Lo a) cy) Z ce) cz 0 co z c\I cy) < c\I < c\I U) (L fy v'n NORTHFORK RESIDENCE Y. 5250 VANSTON RD CUTCHOGUE, NY, 11935 RIPCORD ENGINEERING PO BOX 4175;PORTLAND,ME 04101;207-835-4060 ........................ .............................. .................................................... .................................................................................................................. ..................................................................................................................................... -------- .................. ............................................................................................................................................................................................ . ...... ............. .......... ........... ......................................................................................................................................................................................... ............................................................................................................................................................................................................................................................................................................................................... .......................... ..................... ........................................................................................................ ......................................................................................................................................................................................................................................................... ............... .......... .......... .................. ........... 0, > ............. it ce) A ................. ---------- 2,lo 11 \N 1/20 ...... ..... DHW ................. ----------------- ------------ > DEL PROJ.NO. 17086 % 3/4"0 0 -2 PROJ.ARCHITECT DE DRAWN BY: ips LV_l 314rO _113 ........ -------------- w 11 4 qz CDII SET ISSUE DATES /2"o > a DATE ISSUE P c\1 ------ 2018.10.12 BID SET % 2019.03.08 PERM IT SET— PRE TRUSTEES > 2019.05.15PERMT SET— TRUSTEES REV tD, KS-1 V za=: 9 J vq LV-3 3 oc ... > :1 3140 0 E "314"0 C\j T-1 ...... Lu "NN Fk 2 -314"0 OC -6 11TO ........ ........... BT-1 31 0 11 14 d. ce) "os '00 .". .__ :m I 3 wc-1 Z'o 0 T-2 REVISIONS ZO 0 c/) 0— ................... L NO. DATE DESCRIPTION U) 1 CV Lj� P wB_l Ll> FD' d) TO S EL .20S PERMITTING EP-1 .......... 21 los ob . .........— ........... ............... 2 rr PLUMBING MAIN HOUSE 3 3 MAIN HOUSE 2 ISOMETRIC au 2 MAIN HOUSE 1 AN%, ANN, 0 tL 14�o IDW, tK LT 7/8/2019 2:18:55 PM A1MCD-007r'E=_r0 DM=. u C: L LO LO r a N In E CO M -9 f— I" 4E a 4 WAN O o WQN V WJ of O . LL 44 � ~ N O ILLw- ci� 0u7 am M - . = ZM EOM r- F- P': T_ ZN :-: . Cy) QN QZo QN IJ CO a � - , �,F� �. ��,r /. A. c,378sZ-�` r' OF N ti' -1 12-12-2013 NORTHFORK RESIDENCE 5250 VANSTON ROAD CUTCHOGUE, NY, 11935 ARCHITECT LakelFlato Architects,INC 331 Third Street San Antonio,TX,78205 (210)679-2327 CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 (631)726-7600 LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 (212)796-5087 STRUCTURAL ENGINEER Benson Woodworking Company,Inc. 6 Blackjack Crossing Walpole,NH 03608 (603)439-2016 M/P ENGINEER Ripcord Engineering Inc. PO Box 4175 Portland,ME 04101 (207)835-4060 LIGHTING DESIGNER Byrdwaters DESIGN,Ilc 3939 Black Gold Dr Dallas,TX 75247 (214)460-2673 . ............. .......... ...... ............. ..... .... ......,...... ...... . ._.. ...... .. .. .. . .. .......... : . . .. ....__...... ..... ... ......... .... ................. ..........'.. ..._...... .._._.. _.._.... ........ ............... _. ... _._._. .. ... ... .............. ..... .......I...... ... ...... ....... ......... . .. .. ... ... .... ..... ... ...._... . . . . ......I.... ....:........ ....I........I ..:_..........:.. .. _.. ............ ............ ... .. .........__... ......_ . . -- ... ..... .. \. . __. .. .................. .. . ..... . . ............._..........._........._..........................................�.......................... .............................................. . .... .. .. ._ �. ,�,,,».- <� " ..... . ,.m,. ..... > �...,. �U. . . --. 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II < --- CUTCHOGUE, NY, 11935 . ...... .... ..... . . . . . .. .. ...... . _ ..... ....._ .... ............................................................................................. . ... .._ ....__..... . .. . _ .......... ,_ .__ OPERABLE SKYLIGHT ARCHITECT LakelFlato Architects, INC 331 Third Street . San Antonio,TX,78205 (210)679-2327 ._.... ..... I——...... .. .... .. . ......... .1. .1. I . . _. . . . .. CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC - 1 860 Montauk Highway,P.O.Box 720 ;,I41I1,! t-,12: :I'v3 M4% t45, ',P' 6 M,�.5 €."7. WaterMiII,NY11976 / ' (631)726-7600 LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 o .I .......- ( .. I . r(.r�.)_. TRUE (212)796-5087 NORTH PROJECT ELECTRICAL PLAN — MAIN HOUSE — LEVEL 2 STRUCTURAL ENGINEER 2 „ _ ,� Benson Woodworking Company,Inc. SCALE: 1/4 = 1 -0 6 Blackjack Crossing Walpole,NH 03608 (603)439-2016 M/P ENGINEER Ripcord Engineering Inc. PO Box 4175 Portland,ME 04101 (207)835-4060 LIGHTING DESIGNER Byrdwaters DESIGN,Ilc 3939 Black Gold Dr Dallas,TX 75247 (214)460-2673 . 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