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r.� S�FfU( Town of Southold 11/10/2021 P.O.Box 1179 y z 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42514 Date: 11/10/2021 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 5250 Vanston Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-10-14 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. 44066 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: accessory in-ground swimming pool with attached deck,fenced per code, 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 ELECTRICAL CERTIFICATE NO. 44066 7/14/2021 PLUMBERS CERTIFICATION DATED MMN /? th ri e Signature _'. 1 TOWN OF SOUTHOLD ���S�yFFO(Xr BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . opt SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44066 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 an in-ground swimming pool with attached deck as applied for. 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: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 ACCE�S,SDI� $354.80 Total: $654.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1'. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: V Old or Pre/-existing Building: (check one) �j Location of Property: j a 4! V 1041,5a House No. Street / Hamlet LOwner or Owners of Property:� �` L lam, Suffolk County Tax Map No 1000, Section Block A2 Lot Subdivision Filed Map. Lot: Permit No. 4/0(0(�o Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 5\0 AOpll t Signature vwo L,41 U-111 Vanston Bear,LLC5250 Vanston Rd Cutchogue, NY 11935 Paulette Davis, Of Greystone Admin LLC g(v=P" 4tx r,'.v b-a2z,-3-fur Clao 7/22/19 Ky -.3 7 Andrew E. Beck (Paurs pF SOU��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(cD-town.southold.n us Southold,NY 11971-0959 y' COMM 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#: 44066 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 Basement Service Commerical Outdoor X 1st Floor Pool X New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel $QA A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer 2 UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump 2 Other Equipment Pentair Pool Panel, Heaters-2 , Pumps-2, Pentair Salt Generator, Pentair Intellichem, Pool Cover w/ Key Locked Switch, Pentair Tranny- 2 Notes: Pool Inspector Signature: Date: July 14, 2021 S.Devlin-Cert Electrical Compliance Form # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 :.1 NSPECTION [ ] FOUNDATION 1ST - [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULIO 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; wn nrk-oo/ r� _ v✓ r DATE INSPECTOR OE SOUTyo� H V 6 ",p2p - # # TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) NA ELECTRICAL (FINAL) = [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �s-�'L- 1A cy DATE 012-1INSPECTOR � --,. �a�F SO(/Ty� - * # TOWN OF SOUTHOLD BUILDING DEPT. coum 0 765-1802 -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 VIOLATION4� [ ] PRE C/O - -� REMARKS: act.,— DATE /?-,I INSPECTOR ct.,—DATEINSPECTOR e I v �� ho��OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION - -- [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] AL CPOL, [ '`] FIREPLACE & CHIMNEY [ ] FIRE SAFETY SPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 2- DATE - INSPECTOR s o d 1 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) y -------------------------------------- FOUNDATION -----------------------------------FOUNDATION (2ND) z o yy ROUGH FRAMING& t=1 PLUMBING y INSULATION PER N.Y. �-7 STATE ENERGY CODE 4. � 7A � y a✓ S FINAL G ADDITIONAL COMMENTS ul �I q r 1 y O z e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWNHALL Board of Health �uc 0 SOUTHOLD,NY 11971 4 sets of Building Plans 9000, TEL:(631)765-1802 4 Planning Board approval !/ FAX:(631)765-9502 ` Survey t� Southoldtow y.gov PERA UT NO. ` O Check Septic Form NX S.D.E C. 1 Trustees C O.Application Poo 1/•,� Flood Permit Examined 20 `v 1{`V]� ���: ��' Single&Separate Truss Identification Form V Storm-Water Assessment Fonn Co tact: Approved 20 Mail to ArAq;klS Disapproved a c3 1 .4i Y � , / 1 � Ph •Q IJV --�'OhrtS*c tcc16 iration 20 T, Bu mg Insp c ,5 APPLICATION FOR BUIL DING PERA HT Date:August 08,2018 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 tins 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 c.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 12 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,an gulations,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 (Mailmg address of applicant) State whether applicant is owner,lessee,agent,architect,enginee general contractor electrician,plumber or builder Name of owner of premises Vanston Bear LLC If ap ciktiporatt AAS tore p, authorized officer luiA (Name and title of corporate officer) Builders License No Plumbers License No e M Pd- Electricians License No. 114!03 E Other Trade's License No. 1. Location of land on which proposed work will be done- 5250 Vanston Road Cutchogue House Number Street Hamlet i I < . - ` k3 -I � County Tax Map No. 1000 Section 111 Block 10 Lot 14 Subdivision Filed Map No Lot 4 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a Existing use and occupancy x b. Intended use and occupancy Lap Pool 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work NEW POOL New lap pool and associated deck(Description) 4 Estimated Cost $175,000 Fee (To be paid on filing this application) 5 If dwelling,number of dwelling units Number of dwelling units on each floor If garage,number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7 Dimensions of existing structures,if any:Front Rear Depth Height—04'0"Number of Stones Dimensions of same structure with alterations or additions:Front Rear Depth Height Number of Stones 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stones 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 r-40 12.Does proposed construction violate any zoning law,ordinance or regulation?YES X NO 13 Will lot be re-graded?YES X NO X 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 Flato Architects Address 311311 St,San Antonio,Tx,78205 Phone No 210.227.3335 Name of Contractor Greystone Administration Address:48 Fairlawn Drive,Montauk NY 11954 Phone No.631.804.9150(PAULETTE DAVIS) 910.279.0650(JOHN SCIALES) 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. STATE OF NEW YORK) SS. CO , TY 0 being duly swom,deposes and says that(s)he is the applicant (Name ofnd'ivi&ual signing c7tract)above named, ] (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sw �4were-me thi day of 20� Notary Pu lic Signature of Applicant NATASHA S GONIES Notary Public,State of New York Reg.No.01GO06205426 0,ualined in Suffolk County Commission Expires 6129/20 m��e� .. f }iBOARD OF'SOUTHOLD'TOWN TRUSTEES SOUTHOLD,'NEW YORK• PERAh'i"NO.'942 ISSUED`TO:' VA`NS'I'dN"BEA `LL'C'c'/d`ANI�I2EW`BECK°MEMBER ' ' ?11[1?, Z 'I U.!, •Jt `f(! -J1 I r !' ,jr( 9 J PROPERTY`ADDAESS10525d'VA14920N'ROAD-CUTCHOGU '7551! 717 , SCTM#1000-111-10-14 rl il 11 A0 WORIZAT�ON.' a Pursuant,to the rovisio s of Chapter 275 of t e own Code of the Town of Southold and in i , 1 ,' '� f Ai P 1i St:,i.W). � f 1'! h ii i accordance wrth�t ie Resolutibn o'P tl e Board f Trustees ac gpted'a�'the meeting held'on May 15,'2019, and in considers'dbi� ofdp'pii&Ail6'fdein'le'tilui bMM0: Glenn Goldsmith, President �QF so�ly 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 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-sto ,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 garage 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 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 fencepaitially within Chapter 275 jurisdiction,• remove existing leaching pool from face'6f bluff and insfall a new innovative/alternative sanitary system-(UA OWTS)more than too feet from the crest of bluff.,install'a drainage system of leaders g_utteis and drvwells• and within - F. Chaster 275,jurisdietion(i s =vvifiliin"1'00-feet of the top of bluff/bank) 'clear,approximately 9,074 sf of e;�dsting-vegetatibn re-grade, and revegetate re=graded'area; At'5250 VanstonRoad, Cutchogue Suffolk County Tax Map#1000-111-10-14 Conforms to the application for a Trustees Permit heretofore filed in this office Dated,January 22,2019 pursuant to which Trustees Wetland Permit#9462 Dated May 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 garage and construct in its place a+26' x+57' 2-story garage/barn on a slab foundation with 4' (and variable) gh concrete retaining walls; construct a+12' x+74' in-ground 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 within Chapter 275 jurisdiction; remove existing leaching pool from face of bluff and install a new innovative/alternative_ sanitary system(UA 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 bluffibank) 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 .prop .,p --- — - -- Authorized Signature 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 u�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 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 BOARD MEMBERS Southold Town Hall Leslie KA.anes Weisman,Chairperson �QF $�Ury 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First,Floor, Robert Lehnert,Jr. �, yp� 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoOI,YCf7Ul1(TY Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD QJ til (� Na�1M Tel.(631) 765-1509-Fax(631)765-9064 MAO 2 0 2019 0. n'ta 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 11 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:c 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 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. 38226, dated April 13, 2016. BASIS OF APPLICATION: Request for Variances under Article XXII, Section 280-116A; Article XXIH; 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-38226) 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 Page 3,March 14,2019 47243,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 time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-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 X267-b(Nb)(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 &267-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 47243, Vanston Bear SCTM No. 111-10-14 5. _Town Law §267-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 $267-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 apossible denial by the Building Department of a buildingpermit 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 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(13) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Dantes,Planamento, Acampora and Lehnert. This Resolution was duly adopted(5-0). Leslie Kanes Weisman, Chairperson Approved for filing /, /2019 o, Fot BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD t Town Hall Annex - 54375 Main Road - PO Box 1179 Southold New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro.gerr@southoldtownny.gov - seandsouthoidtownny.cov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: I �q _ Company Name: fAP e,Lec- lc- Name: Niai2AL., Nt , gyp ( 1n1 4z-0 License No.: qq2- (5' email: hn F,(CC+V-A Jt 1 rnwe Inc Address: 1�5'De'®-r ,, Phone No.: JOB SITE INFORMATION (All Information Required) Name: v 11C0rA Tvez�-(2-- UA-6-1' Address: �j2� b.� pr.1 llq Cross Street: r� �' Phone No.: BIdg.Permit#: qq0(. (p email: Tax Map District 1000 Section: In Block: Jo Lot: I BRIEF DESCRIPTION OF WORK (Please Pri t Clearly) I��Ow�1 5W t KA MI U COIF Circle All That Apply: Is job ready for inspection?: YE ANO Rough In Final Do you need a Temp Certificate?: YES (�0 Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected- Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: ,. r',I?AYMENT ®UE WiTFl APPLICATION 1 O D DEC 2 0 2019 Request for Inspection FormAs q 5��.� I1 V BUILDING DEPARTMENT- Electrical Inspector . s. TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 k Southold, New York 11971-0959 . 4 Telephone (631) 765-1802 - FAX (631) 765-9502 ,e ro err s t oldtawnn . ov — seand@southoldtownny.gov 4?i.r' APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required), Date: ?• el lG( Company Name: f'Nl 1.tL C�C' .t IrJC. Name: License No.., 2_5 email:, Wek ,cj' ,Add'ress:1,1'� pT- C�� r� 4A 111-19 Phone No.: Qq JOB SITE INFORMATION (Ali Information Required) Name: V Address: ! + ib Vtorl I�q Cross,Street:.- Phone No.:,, ' Bldg.Permit#. (0 email:. Tax Map District:; 1 000 Section: ju Block: p Lot: I BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle' All That ApptyK Is job ready for insp®c ion?:, YE5 NO Rough4n Finat Do you need a Temp Certificate?: YES kNO Issued Ori 1,010 Timp Information ' (All information requ(red). t Servide Size 1 Ph 3 Ph Size: A, #Meters Old Meter# . New Service- Fire Reconnect-Flood Reconnect- Service Reconnected.- Underground - Qverhead, #Underground Laterals 1 2 H Frame Pale Work done on Service? Y N. Additional lrnformatiori: ',PAYMENT DUE.WITH H APPLICATION 1 ; DEC 2 0 2019 Request for Inspection Form.4s, PkI`i q PERMIT# Address: Switches Outlets G FI's Surface J Sconces ! H H's UC Lts , Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon -Micro Generato'r' Combo Cooktop Transfer AC AH Mini Special: n �" f✓ Comments. _ y i� L,o c �� / NEW DRIVEWAY `- \ - '`s�%°�.�` L d =aw OVER EXISTING c LINE OF REMOVED EXISTING DRIVEWAY \ \ MAR 1 2 2020 DEMOLISHED GARAGE \ \ GARBAGE BIN+ + COMPOST STORAGE \ \ -- n 39'-4" . 48'-0" EXISTING GUEST\ \ GUEST i 0 PARKING y _i 48'-0" HOUSE \ \ CONC PAVERS � REP:LANDSCAPE • ,% 4 ;.+ /NEW BARN - COVERED _ _ // (7 STORY WITH LOFT) G \ \ s' PORCH x / 1 d t oEXISTING f- POOL H A = RETAINING WALLc \ 100' BLUFF SETBACK ^� \ NEWHOUSE AT GRADE \ ' WOOD DECK \ \ \ (1 STORY WITH LOFT) \ EXISTING HOUSE_: \\ FOOTPRINT NEW DRIVEWAY ° \ / c ON-GRADE MASONRY PROPOSED POOL+DECK: TERRACE \ \ / ORIGINAL POOL+DECK 04 (IN RED) - 36 POOL EQUIPMENT \ \ 13 ON-GRADE MASONRY I l?o _ TERRACE:" - \� c r UI IL to '\ W =Zd z0 ; ,\\\ VI I \} - � 1 \ 12-1:4(113 _r \\ �\ NORTHFORK '\ \\\ �� o \\ \ RESIDENCE 1 1 � _'`\ �I i i l {, �" ,T of \ � � •\ \ 5250 VANSTON ROAD �t ;` 1 �t ' ` \ �1� � \ \ \` \ CUTCHOGUE,NY,11935 ARCHITECT VER E)QS� \ ! /� �• Y\ � uHEc�aco"VE \ \ I \ CND.ENG1tMER m511N0ORNEWAY ��._ �\\ ��_�-` �J•'D I� 11 `1\ /�! r ff'`\ oenrousr®GanaGE� \ � `\ I _ `' \\ Jq Z �/ \✓ �..��� / !I ,\ \'\ \ \\ � IW,In6IeNYW119M 3 is i •�• \ \ I LANDS EARCHTTECT P,D�oei \ ' \��\ /'i// �,,`<�,:� `•)- coxra_srsroxaGe �♦ \\\ �\ \ I STRUCTURAL ENGDIEER ,= I mSRNG GUEST\ `\ GUEST/ �\ nusas t\1_i =� rwusE rystoxr nvDlLorrl \ '�+7 �. N� i 1�J l 1� �IM.-USEIREARN "/i y I EX181,1W � U KTINGDESGNER I ,�;I\ / .� _-y�tmswrFSEttwyc \ -svc >. _ ���-�'•� , ,� �\. `.J j�/NEwMOuse`�l-''� / �_ iwm�m°' '' � •' _�..i� "� aw�l.mmimn �- I 1 ;�� :'/ \� �� •msiwo HousE�r p � - -�� � ��/.S - '� .-`\� _�_1--�� �<_. )1 t I,Y-Ne WAY \t \ �_.•� `\ \�„a�. \\, '' •__.--Y"_�`rR(1rosmroaL,oEcx _%� ,_�.�' �;s ;I�> �/` �-:--J \ \ :\ ` .•.,r id•`T ��'�j \\ POOLECUIPNENr \\ \ \ (1dmmtt Il,— tma \ o b •� •A " 0 1 /� ''\\ \.\ onN•noufEcr DE Do—om DE YZ �.1 s 1 e �\ vV� /ail �\ CONSTRUCTION SET SITE PLAN SITE PLAN A101 i!� L SCALE 1ldY=1'-0' �Tj t S.C.T.14.11000-111-10-15 // U.P. t t:'• LAND N/F OF BLAIR HUDSON PECONIC VENTURES LIVING TRUST // :• \ 14560 VANSTON RD. \ /// yg�• 8.0 � `co \ s.c.r.M.11000-1 11-14-5.2 LAND N/FOF I AREA SLOPING EQUAL OR GREATER.,THM 20X �� \ JUSTIN BIWNGHAY ' I RISING GREATER THAN 20•. / . \ MELISSA SCAVONE / S \\ 14505 VANSTON RD. I / 9.0 \ I \ : .W \ 1 / . \w U.P. .../'Y u U . 1 u \ g 0 / of .:�..... m \ s.c.T.M.f1000 111-10-12 .. . LAND N/F OF / �1 �N' •:as:': • •:.• \ N.... HARBOR COVE PROPERTY OWNERS ASSOCIATION / • / / / / / / / / / / / / / ::ao:::�:: :::: t' \ S.C.T.M.f1000-111-14-5.4 / U.P. \ LAND N/F OF DANNY PIZZOLLA 0 / .:4 14795 VANSTON ROAD \ O \ 2BOAT BAS1N \ i e +tv T•. . - E 1 N 0 6 / � 3 k• 11 :. :::::::: c \ w : ..+.. .. .. .. .. / / / / / / / / / / Cb CS CV .. .... .... ............ N 88 36 33 1Y ..::. .:::::... :::.:::::. ::::::::::. ::::. ::.::: 37.69' / / / / / / / / / a o \ 2 t9 / p \ .� W h O U.P. G T .. r _ \ 11 4 -'1 .� \ 0 O m :a: :: / \ Qo m ti \ s :. :'.::::::::.:::..:::::..... . I......::::: .. \ a1 m \ '*t : I` ... ... ... .. .. ... . ... ... ...... .. ... ... .... .... : / .0 .M 1 00 1 10 14 �• ! S 0 1t \ T .# .a :cue `` �':::::':::.:.:.:' U.P. \ S.C.T.M, 1000-111-14-5.3 ....... ... .. .. .... . 540,391.47 SQ.FT. / CZ \ 1 b. LAND N OF : : ' :::::12.41 ACRES � . VANSTON BEAR LLC 'mw WWF G� TOE OF BANKVlAk , t, •�'•. \ y pE � •.•l'�',4' � � � � 000 Pap.'•' •,�' '`��s:»s ::a..•;�...•�` � .�'••, \\ 8\® ••' :..:..:;:% �?''t:•r'&::i`::i4:.::». •per "•'. L`' �o # . 0 / /i` „', � •'r•':;:?2%;Y>%"y K, L 1 EIEC. .' U.P. \ O O K \ O . ... ...... c5 tP, \tt CONC PATIO .AMY7. ♦ \ CA O l IN w r ::•.c' 35' .:•'�=• .LM. 1 00 111-14 4 » � S.0 / 0 N 8 7"48 42 �' •� � `� :• / LAND N F OF 0 30.47 .v:. VANSTON EAR ST 8 LLC se HYD. .;.:`tip• � \ M ... .... ... ... ... i v ......... ... ... ... ... .... ... .... ... ... . \ : O V � -c� Al ..... ... ... .. �'Z \ Ie `tn N yz LA N. p��r ` a C583 G ''•.:'.;•.;•.:••.:,:-.••.: •• � � 1 0 50 100 150 :7�, '�'�• ' � O u P \ 1 N-1 ,;2 NN to r �'0Q ` 1� S. C.T. M.# 1000- 1 1 1 - 10- 14 �' '. THE WATER SUPPLY, WELLS, ORYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM f7ELD OBSERVATIONS , AREA: 540,391 .47 SQ.FT. or 12.41 ACRES AND OR DATA OBTAINED FROM OTHERS masse . .�.�ta/`'.•... ��•.�'.�:�:.��: .;��_��.�:�. `•` `x ELEVATION DATUM: NAVD88 ---r- --_-_-- 30, UNAUTHORIZED ALTFRARON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY �4 • �66� �� MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 4 6 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 774E TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INST7TO77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, 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 f3}y\ NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUC7URE5 RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7ME 77ME OF SURVEY \ S.C.T.M.1'1000-111-10-13.1 SURVEY OF: DESCRIBED PARCEL CERTIFIED TO: VANSTON BEAR LLC; ,yo LAND N/F OF NORTH-FORK KIWI.LL MAP OF WW1 J5700!VANSTON RD. r'?I ""' moo. yy lll—°L ;U ��e3 FILED: r? r\ �. SITUATED AT: NASSAU POINT FINAL SURVEY 06-25-21 AREA SLOPING EQUAL OR GREATER THAN 20X JUL 2 2021 TOWN OF: SOUTHOLD FND LOC. 10-28- 19 RISt� GREATER THAN 20•. KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 06-01 - 19 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design� REVISED 08-14- 18 P.O. Box 153 Aquebogue, New York 11931 0 FILE # 17-123 SCALE: 1 =50 DATE: AUG 10, 2017 PHONE (631)298-1588 FAX (631) 298-1588 ADD TREE & UTILITY LOC. 05-30- 18 G N.Y S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy do Kenneth M. Woychuk . -- - ,� �, � 11 . ,� - I , I - . 1. �- �- - - -11 , -,� � - �-1. - �-. -- I I I � I � `�-,Ij- - -111.1-111 ,1-11-�-1--!,I,-" - - I I-I It I -T I ,-"---,--,-,l-"--"� --�,,,---- - , ..� �", ,,.-� -- . I."-.,:i �. - -1 - I il:11 -, I - � . � � . 11 I I " I .1, -� , . � , , , � I I . � I,- . - -1-11-11,1- ----11,11-1-1 - 1 ,--.--,----,---,, , - ". - � � � 1, . I ,11w 1� � I I. � I I � . � I I I � I I �, I I, � I , I : I . 1 ; I I I . I � � . If 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 4 1 i� . I � �� , I I I � . I I I . I I I I � - � I I � . I . I . I A, I I ;; . I I � � I . I I . I I I I I 11 I I � I 1,11 I 1 . 17 - � I . - . I �Im � I 11� � I � � I " I I I I 1, . 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NORTH FORK RESIDENCE ACOUS ACOUSTICAL HORIZ HORIZONTAL HB HOSE BIBB ADJ ADJUSTABLE PROJECT ADDRESS: 5250 VANSTON RD. o (n N O ANOD ANODIZED INCAND INCANDESCENT CUTCHOGUE, NY 11935 A/C AIR CONDITIONING IN INCHES o W Q N ALT ALTERNATE INCL INCLUDE (D), (ING) W O 0 O ALUM ALUMINUM ID INSIDE DIAMETER (nN (6 ADA AMERICANS WITH DISABILITIES ACT INSUL INSULATION, INSULATING W LL� A.B. ANCHOR BOLT INT INTERIOR ARCH ARCHITECT(URAL) LAM LAMINATE(D) �� O Lo N AD AREA DRAIN LAV LAVATORY 4-- ARCH ASPHALT LH LEFT HAND ch Cf) CU BRG BEARING L LENGTH, LONG LLH LONG LEG HORIZONTAL Z BM BEAM • � Oc'� B.M. BENCH MARK LLV LONG LEG VERTICAL BTWN BETWEEN MSRY MASONRY ti BIT BITUMINOUS MAX MAXIMUM Z N Q N BLK(G) BLOCK(ING) MECH MECHANICAL BD BOARD M.C. MEDICINE CABINET O B.S. BOTH SIDES MED MEDIUM Z B.W. BOTH WAYS MBR MEMBER BOT BOTTOM MEMB MEMBRANE B.O.B. BOTTOM OF BEAM MTL METAL � a 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) CEM CEMENT O.H. OPPOSITE HAND r• , CER TILE CERAMIC TILE OPG OPENING _V CIR CIRCLE OPP OPPOSITE CIRC CIRCULAR, CIRCUMFERENCE OD OUTSIDE DIAMETER CLR CLEAR PTD PAINTED 5 COL COLUMN PANEL ELECTRICAL PANELBOARD PROJECT DIRECTORY COMB COMBINATION PERF PERFORATED RETE PLAS PLASTER � CONC CONCRETE �.0 F y�t � CMU CONCRETE MASONRY UNIT P LAM PLASTIC LAMINATE X3785?'� Q 11� CONST CONSTRUCTION PNL PANEL CONT CONTINUOUS, CONTINUE PL PLATE CTR CONTRACTOR PLYWD PLYWOOD Civil Engineering MP Engineer 12-12-2013 C.J. CONTROL JOINT PVC POLYVINYL CHLORIDE The Raynor Group, P.E. & L.S. PLLC Ripcord Engineering Inc. CNTR COUNTERTOP POLYISO PO LYISOCYANU RATE 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 Contact: Vinnie Gaudiello Contact: Sonia Barrantes NORTHFORK DTL DETAIL R. RADIUS ' 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 RESIDENCE 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 RD ROOF DRAIN DISP DISPENSER RO ROUGH OPENING 11 Neperan Road Unit 6 3939 Black Gold Dr 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 ELEC ELECTRIC (AL) SHLV SHELVING ELEV ELEVATION SIM SIMILAR Email: margie@margieruddick.com Email: steven@byrdwaters.com 5250 VANSTON ROAD ELV ELEVATOR SC SOLID CORE EXIST EXISTING S SOUTH Architect Geotech Consultant CUTCHOGUE, NY, 11935 EPS EXPANDED(EXTRUDED) POLYSTYRENE BOARD SP SPACE (S) Lake Flato Architects, INC Soil Mechanics Drilling Corp. EQ EQUAL SPEC SPECIFICATION, SPECIFIED p• EMERG EMERGENCY SQ SQUARE 331 Third Street 3770 Merrick Rd ARCHITECT EX EXHAUST Ss STAINLESS STEEL San Antonio, TX, 78205 Seaford, NY 11783 -. LakelFlato Architects,INC EXP EXPOSED STD STANDARD Contact: David Ericsson Contact: Nelson A. Ruiz Jr. 331 Third Street EXP JT EXPANSION JOINT STL STEEL EIFS EXTERIOR INSULATING FINISH SYSTEM STOR STORAGE Phone: (210) 679-2327 Phone: (516) 221-2333 San Antonio,TX,78205 (210)679-2327 FEC FIRE EXTINGUISHER CABINET STIR 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 FD FLOOR DRAIN THK THICK(NESS) 6 Blackjack Crossing 930 Sun Valley Drive Walpole, NH 03608 Woodland Park, CO 80863 a er 7 (631)726-7600 FLUOR FLUORESCENT T&G TONGUE AND GROOVE 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 FT FOOT(FEET) T.O.W. TOP OF WALL Margie Ruddick Landscape Email: jim@bensonwood.com Email: elizabeth@introspecllc.com 11 Neperan Road Unit FTG FOOTING T TREAD,TEMPERED Tarrytown,NY 10591 FOUND FOUNDATION TYP TYPICAL 796-5087 GA GAGE, GAUGE UNO UNLESS NOTED OTHERWISE GALV GALVANIZED VERT VERT STRUCTURAL ENGINEER G.C. GENERAL CONTRACTOR WSCT WAINSCOT GL GLASS WH WATER HEATER GENERAL NOTES Benson Woodworking Company, Inc. 6 Blackjack Crossing GYP BD GYPSUM WALL BOARD W/C WATER CLOSET GYP GYPSUM WP WATERPROOFING Walpole,NH 03608 H/C HANDICAPPED WWF WELDED WIRE FABRIC ' (603)439-2016 HDWE HARDWARE W WEST GENERAL PROJECT NOTES MIP ENGINEER HDR HEADER WIN WINDOW 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 2 DO NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR Portland,ME 04101 H. HIGH OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING. (207)835-4060 3 ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC CORROSION. 4 SEALANTS EXPOSED TO VIEW SHALL BE CUSTOM COLOR AS SELECTED BY THE ARCHITECT. COORDINATE LOCATION LIGHTING DESIGNER SYMBOLSOF SEALANT AND COMPATIBILITY OF SEALANTS WITH ADJACENT WORK, BUILDING MATERIALS,AND OTHER Byrdwaters DESIGN,llc CONTINUOUS SEALANTS. 3939 Black Gold Dr 75247 5 COMPLY WITH ALL APPLICABLE CODES, LAWS, ORDINANCES, ORDERS, RULES,AND REGULATIONS OF AUTHORITIES Dallas, (214)460-0-2673673 ANGLE DOOR NUMBER HAVING JURISDICTION. CENTERLINES 100A 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 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 V I C I N I T Y 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. 1� 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 CONTRACTOR PRIOR TO STARTING WORK,WHO SHALL COMPARE EXISTING CONDITIONS WITH THE CONTRACT ROOM NAME & NUMBER DOCUMENT AND SATISFY HIM/HERSELF A T T E EXISTING CONDITIONS UNDER WHICH WORK IS TO BE S S SS O H , 212 P LOCATIONS F EXISTING PERFORMED. CONTRACTOR SHALL AT SUCH TIME ASCERTAIN AND VERIFY THE LOC O 0 S ,t ut ,µ STRUCTURES AND UTILITIES . r r t 4 e 1 J 11 ALL MANUFACTURED ARTICLES MATERIALS AND EQUIPMENT SHALL BE INSTALLED CONNECTED ERECTED ., ,..^ ti:.,- . .> .. .. , ,.-., .,„ _-. .. . , . , ., .,' ,". ,_ .. ,,. :. ^ .. • '`�: ''_ " CLEANED AND CONDITIONED PERT EMANUFACTURER'S INSTRUCTIONS. IN CASE OF DIFFERENCES BETWEENa , .. , .. , , . , ,. ^,, . .: .`''•^'�!-``a' .. v 1.,- r ., .. v .. -.: ♦ „ -- a „ ,. _ >, n : , - .� , : , ., Y 4 , -:'Y ;S 4 2 INTERIOR ELEVATION NUMBER & SHEET NUMBER R MANUFACTURERS INSTRUCTIONS AND THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE , I -, " n AY tap; -� • ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION. .. ... ... r ,. ,.. .. .. < ..<., -. 12 DAMAGE TO NEW AND EXISTING MATERIALS FINISHES STRUCTURES AND EQUIPMENT SHALL BE REPAIRED OR REPLACED TTHE SATISFACTION OF THE OWNER AT THE EXPENSE OF CONTRACTOR. .c, 2019.05.1 LIF PR 5 OJ. NO. I 17086 NTRA T R AND TRADES ON A 13 CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS OF ALL SUBCO C O S DETAIL NUMBER 1 E T PREVENT ANY DIRT DEBRIS OR US DAILY BASIS AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING O T , DRAWN B k..<,. ..: ., Author F NSITE A900 SHEET NUMBER FROM AFFECTING ANY FINISHED AREAS IN OR OUTSIDE THE JOB SITE. BURNING O DEBRISSHALL NOT BE O 4 ,. , u ,., .. _ -. .. „, .•- , r• a' PERMITTED. + ,. 14CONTRACTOR HALL NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT AUTHORIZATION FROM THE ARCHITECT OR OWNER. FAILURE TO OBTAIN SET I���E DATES P A T IZATI N HALL INVALIDATE ANY LAIM FOR ADDITI NAL COMPENSATION. ,...- .. 1„ . . . rro . ,... ._,, , .. .-- ..,; , H, „ �, , SHEET NUMBER ::. . , .. . . . . ,. ,.- _ ,. ,. r ' r,,, ,�:� �. ,,: DATE ISSUE ZFpa- A D O P T E D •-,t..w9.{-4>. ,<..:..•...�_:,:,,..,,c...J,.,.,�•„'._:,..c ... , 1441a,i.ifIII,t, .• Y.-,. ,,.Yn•k t,1i ”.d -+. .,•.:r aa u,t d.* r u:. � . 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DATE DESCRIPTION ,�.CODES YNEW YORKCITY,N 2015 International Building Code 015International Residential ode 2015International Existing Building Code 2015International Fire Code 2015 International Plumbing Co PERMIT SET 2015 International Mechanical Code 2015International Fuel as Code 2015 International Property Maintenance Code 2017 Uniform Code Supplement W rv2015InternatI nal Energy Conseation CodePROJECT 2013 ASHRAE 90. LL 2016 Supplement to the New York State Energy Conservation Construction CodeINFORMATION SHEET LLC x RESIDENTIAL ,Od T T � O U _ r a � iLL � LL U 6/13/2019 4:11:52 PM n►RCNar�cr� aaeec. u filmL -2 r N Y LO LO J C) ,T^ N 04 LO ® 11-- W 0") Wtid' 0 W (!JN 0 Q . O F— X C:) co W 'I 04 N U.P. i <� ~Li- a) OLr, Y \ = Z ce) CU 8.0' O t- ll.� Z ccs N � Z \ I FL r ... ..............' ..+...� .........'.'..'.'.'. '.'.'..'.'.'.'.'.'.'.'.'.'.'. \ 1 6 \ n ♦, � \ U.P. �♦ m S U.P. �. i 0 i TE P i N 150 O FOR S.C.D.H.S. USE ONLY p o I i 2 p OP 0 O Q... OC� \\ O Z GRADE EL.: ±37.0' r / / / / / / / / / / / / / / / / m............................ ....... ......"."."....."... �, U.P. r n ::: 13 11 o /o- \ O 2, MIXED SAND .22\ OO� AND LOAM (SC) 6� AR 5L PING: QU,1L:: Z :. I %: i ... ............ .. .. R 7�R.. .H N.2 \ EL. 35.0' o TO al5i G_::GRA'AT..R::T.AN"::.0. :::"::: ":::' :':'..... 0 - !!act F BROWN SILTY i,+ o 1 co � 2 e SANDS SM ( ) z� KEY MAP s b BOAT BASIN a c�` , / .... ........ ... ............. .......... ........ ........ ..... SCALE: 1"=300' s 1 a EL. 34.0 2 6 f 1 �� .:: A o NORTHFOR � N....... ....'..'.. / J.P. a ... '.:.: .:.:...w.:.:.�.,o......... ..... ... 104" PALE BROWN / / / / / / / / / / / / / / / / / / / / / / / / 14 a .... .. .... ........ .... ........ ..... .. ... FINE SAND (SP) / / / / / / / / / / / / / / / / / / / / / / / E DENCE � �..'.::. :....... .........:::� N0. OWNER USE WATER SUPPLY .... ............. .... .............. .... .. . �s:"� "' :: 1 N/F NATURE CONSERVANCY INC., VACANT NO WATER SUPPLY 2 N/F HARBOR COVE EL. 20.0 / / / / / / �"' "".'.'.'..'.'.' :.'._'. \ PROPERTY OWNERS ASSOC. VACANT NO WATER SUPPLY :. o 3 N/F BLAIR HUDSON PECONIC 5250 VA N S TO N TEST HOLE N 86'3633 W \ �� / / / / / / / / / : : ® ® �— \ VENTURES LIVING TRUST VACANT NO WATER SUPPLY .... ... ......... .... . — — _ _ _ _ _ _ _ — DUG BY MCDONALD GESOCIENCE 37'69' o / / / / / / / / / �\ 4 N/F JUSTIN BILLINGHAY SINGLE FAMILY RESIDENCE PUBLIC WATER ROAD s. ::::: APRIL 20, 2018 w\". v' / / / / / / / / -A —� "-c� \ \ 5 N/F DANNY PIZZOLLA SINGLE FAMILY RESIDENCE PUBLIC WATER 6 N/F ANS ON A T BEAR LLC VA NO G .W. ENCOUNTERED 9 / CANT NO WATER SUPPLY O .\ 7 N/F VANSTON BEAR LLC VACANT NO WATER SUPPLY C U TC R O G U E NY, P. THE CLOSEST USGS MONITORINGNITORING WELL LOCATED I N �U ' n 8 N F VANSTON PARTNERS LLC SINGLE FAMILY RESIDENCE PRIVATE TE WELL (OVER 150' THE TOWN OF SOUTHOLD LISTS THE HIGHEST \ �, FROM PROPOSED 11935 RECORDED GROUNDWATER ELEVATION AS 13.41' G \ , v'. SANITARY SYSTEMS) / ABOVE THE SPECIFIC VERTICAL DATUM C�` , p USGS WELL NO. S 91814.1 ::'.;..'>.::•: _ w 9 N/F DAVID BOFILL VACANT NO WATER SUPPLY .:. ...............':. ::............ N SEE SHEET C-2 FOR r, \ p , I 0 10 N/F 5345 VANSTON ROAD LLC VACANT NO WATER SUPPLY �. Q SITE PLAN INSET 11 N/F DAVID BOFILL SINGLE FAMILY RESIDENCE PUBLIC WATER ARCHITECT o �:.:.:. " , �' 12 N F EILEEN KASSCHAU SINGLE FAMILY/ E LY RESIDENCE PUBLIC WA Lake Flato Architects,INC/ C TER I ects,I O ,:..'..................'.'..'.'.'..'.'.' ....'.'.'.:.'.' �9 ' , 31 Third r ...............: ...... ...... . . �j, 13 N/F NORTH FORK KIWI LLC SINGLE FAMILY RESIDENCE PUBLIC WATER 3 d St eet N 3.'::. . '...'..'.. ----"— / San Antonio TX 78205 . ... ... ...... ...... ... .. ... ... ...... .. N N ........ / , (210)679-2327 ' ::..::N.. :: ::: ::. ::. . . . .:: ::': \� nA:':':::::::::''. ' ' ' ...:::..........:..":..... i / �� EXISTING WELL TO /� \� BE ABANDONED CIVIL ENGINEER /� \ .. ................... .......... / U.P. .... ...... .. ........ ........ azg..... .. , / The Raynor Group,P.E.&L.S.PLLC G EXISTING CESSPOOL TO c . c'"'"': : , 860 Montauk Highway,P.O.Box 720 UBE ABANDONED &�_'.' .....'.'.......::.'.'... .'.'.':."..:...... .. � ,'9 ' Water Mill,NY 11976 j REMOVED IN ACCORDANCE (631)726 7600 W/ SCDHS STANDARDS N �y�1 EXISTING BOAT BUFF ;/ % 5�. �� A EXISTING RETAINING WALL LANDSCAPE ARCHITECT y HOUSE TO REMAIN d�o0 .o o/ �. " 0 i Margie Ruddick Landscape y \ TOE OF SLOPE,."'" , RO p an Road Unit 6 7� % G.F.A. f331n S.F. ......_ _.._.- A,! ONpER�EMo��� 0. �� Tarrytown,NY 10591 DRY" PSP -EXIST1N LEA N / ,r' �. ES'SO (212)796-5087 �oG GPO OGS Ml�( 60,95 \ /�.'�; ��U T4s //_- _l,•, o /Or ! - I _ - b. O � / 3 t STRUCTURAL ENGIN EER � \ Benson Woodworking Company,Inc.PROPOSED SILT NCE 24. a 6 Blackjack Crossing �C,%k - , Walpole,NH 03608 o :: A �w i it wm �Eo��---� `-� `9S f (603)439-2016 EXISTING CESSPOOL TO BE . PUMPED AND FILLED WITH\SA ND IN ACCORDANCE W/ '� F �`, G`��•. _ _ ' W N I f 9' L�1 o f . .< _ -- -------- - M P ENGINEER cr SCDHS STANDARDS �FSTti ------ - - ---- ---- tt !! --- F�: I' ------ ------ ---- ------- - Ripcord Engineering Inc. N 87'46'42" W \ \\\� / �- - i 02 �. P 30.47' .:"":":":""::": ":":": ":": :•:":":":." ,. - -_-_ PO Box 4175 GROIN �� s�0 / \ - - -- - ------ GROIN :"::.::::. "{::: r` �Fy�iO� \ �\ Portland,ME 04101 AREA S{,0 .IN E l p p ✓ (207)835-4060 R PR " TEf :':THAN' Q. ...�... SGTy��F,• \ RISI G. G EATS :.:T :':' 0. �` 'o HEST �� W.V. LIGHTING DESIGNER EXISTI 1 TOR Hro. G QST 0 SE �, Byrdwaters DESIGN,lic GIF _ ,057 S.F. �. \ / 3939 Black Gold Dr X11 I IN C EA ING \� EXISTING TON DRI EWAY ��j- \/ (214)460-2673 Dallas,TX 7 o' :: �o14. -..�y EXISTtTOt�t�TIMBE�/ IM ( 60r95d S.F) No. TO �E RE OVED 'X-3 REMOV \ 2 o sLUF. r ..... .... ..... ......'.: ;'.'.'. .....'....... ".. \0� Z\ I N .................. `g 4 U.P. -N ti T""":: """ . ........ ..... .. .. .. . ..... .. ... ... ... ... . . o.. 6 1 10 2\ 1 F LOP ov 00 ow 41 O r r s.R U.P. 2019.0''"5,15 LIF PROJ.NO. 1708E 71G ti 100' as T F9 PROJ.ARCHITECT DRAWN BY. DE Authol C � v 40 \ l \ SET ISSUE DA1CS .Q DATE `DUE F o y,Q zff '•\ �2 2018.10.12BID SET RB ze 2019.01.11 BID REVISIONS " . r. \O 2019.03.n8PERMIT SET- PRE TRUSTEES � 2019.0515PE RMIT SET- TRUSTEES REV 9TF 66°� U.P. R 17� .....'...."'.'.. REVISIONS NO. DATE DESCRIPTION NOTES 1. LOT AREA: 540 391.47 SQ. FT. 12.41 ACRES `\\ 5� 2. ZONING DISTRICT: R-40 3. THE SITE FEATURES AND CONDITIONS AS SHOWN ARE BASED UPON THE SURVEY OF PROPERTY OF 5250 VANSTON ROAD, PREPARED BY KENNETH M. WOYCHUK LAND SURVEYING, PLLC, LAST DATED AUGUST 10, 2017. O 4. THERE ARE NO NEIGHBORING WELLS WITHIN 150' OF THE � SCALE: 1"=50' PROPOSED SANITARY SYSTEMS. O 5O 1OO PERMIT II J C T THE RAYNOR GROUP,P.E.&L.S.PLLC . ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL SURVEYORS CIVIL ENGINEERS SITE PLANNERS DATUM OF 1988 (NAVD88). o G� ® DEERFIELD GREEN P.O.BOX 720 WATER MILL,NY 11976 (631)726-7600 LU E wl EXISTING M N LLQ, CONDITIONS 89 6 DEMOLITION 0 LLZ N y O lLPLAN C N p .O J T � O U m L d � _m a LL ? m iL C U N U � 6/4/2019 4:18:11 PM J L Lr) LO N L0 0c) pE W r- 0 WON C14 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . -I.- W T- M . . . . . . . . . . . . . . . . . . . . . . . . 04 - 4- N L0 .Y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00 (D . . . . . . . . . . . . . . . . . . . Z ce) -A 0 (y) . . . . . . . . . . . . . O . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . Z N C'4 7 < 0 E . . . . . . . . .. . . . . . . . . .. .. .. . . . . . . . . . . . . CD . . . . . . . . . .. . . .. . . . . . . . . z .. .. .. .. .. .. 0 . . . . . . . . . . . PROP SED H-FRAME W/ < C14 . . . . . . . . . . . . MO 14TED ELECTRIC METER W . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . P POSED ELE RIC SERVICE . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . FOR S.C.D.H.S. USE ONLY . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . PROP SED SILT F E TO BE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. TRENCHED IN 6��AND STAKED . . . . . . �06 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AYBALES TqAE RECESSED A INTO THE GROUND . . . . . . . . . . . . . . . . . . . . . .5�1 . . . . . . . . . . . . . . . . MIN. OF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . (SEE DETAIL) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... ... . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . CLEARING CALCULATIONS . . . . . . . . . . . . . . . 1701-1.1.1.,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GRADE EL.: ±37.0' LOT AREA = ±540,391 S.F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 ±540,391 S.F. X 15% = ±81,059 S.F. . . . . . . . . . . . . . . . . 2' MIXED SAND \\ �� \ AND LOAM (SC) AREA OF ALLOWABLE CLEARING EXISTING CLEARING = ±60,950 S.F. (11.3%) AR . .. . . - - - -- A SLOPING. PRO ED WAT RVI E V-D 0\ I- . . . . . . . . . . . . . . . .GREATER THAN -20% 1-0, EL. 35.0' PROPOSED ADDITIONAL CLEARING = ±10,600 S.F. (2.07.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . . . I . . . . . . . . . . . . . . . . . . .RISING GREATER�THAN.20 .. . . . . . . . . moo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I . . . . . . \ TOTAL PROPOSED CLEARING . . . . . . . . . . . . . . . . . . . . . . . . . .------- BROWN SILTY . . . . . . . . . . . ED GRAVE IVEW . . . . . . . . . . . . . . . . . . . . . . . . . . PROP SANDS (SM) ±60,950 S.F. + ±10,600 S.F.= ±71.550 S.F. (13.3%) 12 . .... . . . . . EL. 34.0' EXISTING CLEARING LIMIT AS PER KENNETH M. WOYCHUK LAND SURVEYING, PLLC. N 0 R T H F 0 R K . . . . . . . . . . . . . . . . . . . . . . . . �ROPOSED DR INAGE U.P. CUT & FILL CALCULATIONS . . . . `36 1,1) 8X10 LEACHING POOL . . . . . . I . . . . . . . . . . . FOR LAND5CAPE AREA 1 PALE BROWN VOLUME OF EXCAVATION TO CONSTRUCT PROPOSED STRUCTURES: 1,468 C.Y. . . . . . . .. . . . . I . . . . . . . . . . GRATE 39.5 4- 14' FINE SAND (SP) R ESIDENCE . . . . . . . . . . VOLUME OF FILL TO CONSTRUCT PROPOSED GRADES: 461 C.Y. . . . . . w . . . . . . . . . . . . . . . VOLUME OF MATERIAL TO BE EXPORTED: 1,0017 C.Y. 2.6Q D 0 EXISTING ARAGE TO AN, � E-F� ED (DASHED) THE VOLUME OF SOIL MATERIAL TO BE REMOVED FROM THE SITE AFTER U.P. EL. 20.0' ESTABLISHING PROPOSED GRADES IS APPROXIMATELY 1,007 CUBIC YARDS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . If- 5250 VAN STON Z_ I TEST HOLE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . DUG BY MCDONALD GESOCIENCE THE VOLUME OF FILL AND EXCAVATION INDICATED HEREON IS BASED ON . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ROAD GEOMETRIC VOLUME CALCULATIONS AND IS APPROXIMATE. NO ATTEMPT HAS BEENAPRIL 20, 2018 MADE TO FACTOR FOR COMPACTION, SPILLAGE AND OTHER VARIABLES. .'P OPOSED DR AI GE 01, >1 (NO G.W. ENCOUNTERED) 0 THE CLOSEST USGS MONITORING WELL LOCATED IN , (1 3) 8X5 LtACHIN CUTCHOGUENY> COVERAGE CALCULATIONS POOLS,,FOR �G�AVEL MIN.- N� 113.3' 0, THE TOWN OF SOUTHOLD LISTS THE HIGHEST X RECORDED GROUNDWATER ELEVATION AS 13.41 0f OF DRI EWAY &AGARAG n/81A 119,35 LOT AREA = ±540,391 S.F. W 3s) C H B '364S ABOVE THE SPECIFIC VERTICAL DATUM AREA OF BUILDABLE LAND = ±215,437 S.F. T.W.-\4 . USGS WELL NO. S 91814.1 ALLOWABLE BUILDING COVERAGE = ±43,087 S.F. (20%) -1 b W -40.0 77� * - XISTJ G LEA ING MIT Q� ARCHITECT EXISTING BUILDING COVERAGE: 8)�6 ( tO,950 S. An.0" 83f6 \ �/ MAIN HOUSE = ±3,077 S.F. z_1 40.0, 0, LakelFlato Architects, INC GUEST HOUSE = ±1,057 S.F. 331 Third Street GARAGE = ±1,007 S.F. 14J M N.- 7; San Antonio,TX,78205 ) TOE OF SLOPE ROPO D IL FE�NC T -B I'll I PROPOSED 52�_LONG RETAINING WALL (210)679-2327 = ±331 S.F. -TRENCHED-N---6AN TAKE Z�l I BOAT HOUSE OVERHEAD T.W. 46.0 HEIGHT VARIES WITH-GRADE / B.W. 39.3 TOTAL = ±5,472 S.F. (2.5%) ALES TO BF IE,' SED A ARAGE D 5N I PROPOSED WATER SER H ArY (J1 MI 0 4" GROV 0 0 H1 PROPOSED BUILDING COVERAGE: 11110 CIVIL ENGINEER EE E&AIL Va A MAIN HOUSE = ±2,159 S.F. The Raynor Group,P.E.&L.S.PLLC = ±344 S.F. C� C� 860 Montauk Highway,P.O.Box 720 MAIN HOUSE PORCH = ±1,057 S.F. , 4- - ROPOSED SANITARY SYSTEM Water Mill,NY 11976 GUEST HOUSE 4� V" T.W. 46 GUEST HOUSE DECK = ±339 S.F. dc� (313 \1z, (1) FIM"LEAN CEN-5 TREATME TANK (631)726-7600 GARAGE/BARN = ±11,479 S.F. B.W. 39'.4 16' & (1) 8' D1A.-X_12 I DEEP LEACHIN`G3 POOL b PROPOSED DR IMAGE POOL = ±891 S.F. W/ ROOM FOR 0.#-.EXPANSION PRC 01 (1) 8X3 LEACHIN6-POOL LANDSCAPE ARCHITECT POOL DECK = ±587 S.F. POOL EQUIPMENT BUILDING = ±144 S.F. FOR GUEST HOUSE Margie Ruddick Landscape PROPOSED WATER ERVI BOAT HOUSE = ±331 S.F. 8X7 EXISTING RETAINING-WA 11 Neperan Road Unit 6 TOTAL = ±7,331 S.F. (3.4%) C-11& Tarrytown,NY 10591 24.3' (212)796-5087 co DRAINAGE CALCULATIONS 20.2' 0 0 PROPOSED D N K�4�P SEG PROPOSED ) 8X3 LEACHLEACHINGPOOL MAIN HOUSE: EN LASED PORCH Ole U, ELECTRIC C) 8.6" EXISTING STORY -,GRAVEL DRIVEWAY STRUCTURAL ENGINEER ROOF = ±2,503 S.F. X 1.0 X 2" = 417.2 C.F. EL. 39 SERVICE 8X2 FRAME GUEST HOUSE GRAT EL. 45.0 Benson Woodworking Company,Inc. Q) 44' TO INTERIOR TO BE RENOVATED TERRACES = ±1,005 S.F. X 0.9 X 2" = 150.8 C.F. Aj 6 Blackjack Crossing = 568.0 C.F. LUFF PROPOSED DRAT 8X3 ------ - 3 EXISTING/PROPOSED BEDROOMS W Walpole,NH 03608 TOTAL F. . . z ., (1) 8X2 H to . . . . CV z C. PI PROPOSED PUBLIC WATER M (603)439-2016 = 591.4 C.F. . USE (2) 8' DIA. X 7' DEEP LEACHING POOLS N D 2C A AR F.FL. 44.5 0 ±48' ATE 45 LANDSCAPE AREA 1 = ±23,477 S.F. X 0.1 X 2" = 391.3 C.F. B FE bb 19.5' G.FA.,±1,057 S.F. Iro PROPOSED ON-GRADE 29.5' M/P ENGINEER USE (1) 8' DIA. X 10' DEEP LEACHING POOL = 422.4 C.F. "I o WOOD DECK EL. 44 0 2.4" Ir ±339 S.F. Ripcord Engineering Inc. LANDSCAPE AREA 2 = ±3,313 S.F. X 0.1 X 2" = 55.2 C.F. F�7_ 1�p PO Box 4175 39 25.0' 10, USE (1) 8' DIA. X 2' DEEP LEACHING POOL = 84.5 C.F. 8X 0 Portland,ME 04101 ±19' TO < 7 PROPOSED 'I CLEAN CO TROL P OPOSED G EL DR EWAY (207)835-4060 PANEL AND G I-OUTLET-M UNTIED L3 UFF 00, GRAVEL DRIVEWAY = ±3,941 S.F. X 0.6 X 2- = 394.1 C.F. 40 ON WOOD PST (CONNECT 0 \ W, ___ GARAGE/BARN = ±1,479 S.F. X 1.0 X 2" = 246.5 C.F. GARAGE PO44 LIGHTING DESIGNER TOTAL = 640.6 C.F. _q 46 � '1\ I FE Byrdwaters DESIGN,lic USE (3) 8' DIA. X 6' DEEP LEACHING POOLS = 760.3 C.F. PROPOSED MAC10OR LOWER W/ 0 PROPOSED ELEC RICAL 3939 Black Gold Dr LINE/CONDUIT ROM THEA Dallas,TX 75247 GUEST HOUSE: . . . . . LIMIT OF FLOOR I ULATED ENCLOSURE (TO BE 11 ELEVATION WIRED TO CON OL PANEL) TANK TO CONTROL PANEL (214)460-2673 ROOF = ±11,057 S.F. X 1.0 X 2" = 176.2 C.F. -0 PR POSED LANDSCAPE WA 5' IES WITH GRA 0 GRAVEL DRIVEWAY = ±392 S.F. X 0.6 X 2 = 39.2 C.F. 0 -1 E TOTAL = 215.4 C.F. C LENGTH = 253.4 C.F. 7 42 USE (2) 8' DIA. X 3' DEEP LEACHING POOLS PROP UJI C L AN . . . . . . . . F.FL. RADE 1� L , . . . . . . . . Cl 0 TLE MOUNTED U POOL EQUIPMENT STORAGE BUILDING: _P POOL BACKWASH . . . . . . . . . . 37 �CsT (CON EC 0 POOL EQU MENT 'T = 222.8 C.F. GE ILE = ±891 S.F. X 57. X 5' . . . . . . . . . . TEST 40 FORAGE POWERS LY) ROOF = ±144 S.F. X 1.0 X 2" = 24.0 C.F. . . . . . . . HOL 14.4- . . . . . . SED MA/ TOTAL = 246.8 C.F. . . . 33.0' 36 BOR BLOWER W USE (1) 8' DIA. X 6' DEEP LEACHING POOL = 253.4 C.F. N � ZF.FL. 0 10, NSULATED/,tNC SURE �TO 8 W.V. 36 IARDWIREI) TO C OLP EL) �ROPOSED STORY X . . . . . . z z/ I YD HOUSE W/ BA ENT H SANITARY SYSTEM 1 - MAIN HOUSE & GARAGE/BARN 4,BE RO - ---------- ------- 00 DROIPO�EED POOL EQ IPMENT W- 3rb STORAGE BUILDING N SLAB S, G PROPOSED`PUBLIC 7 8X6 E A. TREATMENT TANK . . .EXIST )W LING BOROOMS G.F.A. ±2,159 S.F. THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. BRICK P",�110 SLIP 20' DRY 37. MAIN HOUSE: FOUR (4) BEDROOMS X 110 G.P.D. PER BEDROOM = 440 G.P.D. TO. E REMOVED EX�TING TIMBER WALL TO MIN/ F.FL,1 46 0 GARAGE/BARN: TWO (2) SCDHS BEDROOM EQUIVALENTS X 110 G.P.D. PER BEDROOM = 220 G.P.D. . . . . . . (DASHE ) t REMOVED (DASHED) -±-49' TO 20' G.F.A. ±144 S.F. MIN. TOTAL = 660 G.P.D. USE ONE (1) FUJI CLEAN CENT TREATMENT TANK (700 G.P.D. RATED CAPACITY) BLUFF ??,Q? EXISTING CLEARING LIMIT iy TO 3 (±60,950 S.F.) B. LEACHING SYSTEM / I \ SCALE: 1"=20' THE QUANTITY AND SIZE OF THE LEACHING SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL . . . . . . . PROPOSED DRA NAGE SIDEWALL AREA FOR A FIVE (5) OR SIX (6) BEDROOM RESIDENCE. . . . . . . 0 20 40 60 THEREFORE, 400 S.F. / 25.1 S.F./V.F. = 15.9 V.F. (1) 8X6 LEACHING POOL FOR POOL EQUIPMENT USE ONE (1) 8' DIA. X 16' DEEP LEACHING POOL = 16.0 V.F. .. . . . . . . ±2 _J Inc PR POSED ANITARY S STEM STORAGE BUILDING & POOL 2019.05.15 LIF PROD.NO. 17086 . . . . . . . . . . . . . . . O-EILUFF. FUJI C EAN CEN- TREATM HT EQUIP ENT BACkWASH . . . . . . . . . . . . . . . . . . . . . . TANK, (1) JUNCTION ANHOLE, 0 0) PROJ.ARCHITECT DRAWN BY: Author SANITARY SYSTEM 2 - GUEST HOUSE . . . . . . . . . . . . . . . (1) CTI DE . . . . . . . . . . . . . . . . . /6' DIA. X11 DEEP LEACHING OOL . . . . . . .1� . . . . . . . . . . P OSED DR INA A. TREATMENT TANK OF 2) $X7 LEEW/ ROOM R 507./EXPANSIO 0 THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. . . . . . . . . . . . . . . . . . . 00 THREE (3) BEDROOMS X 110 G.P.D. PER BEDROOM = 330 G.P.D. OLS_- OR MAIN USE PROPOS�D CONTO R SET ISSUE DAZES . . . . . . I . . . . . . . . . . . . . . . . . .. (DASHED)� USE ONE (1) FUJI CLEAN CEN5 TREATMENT TANK (450 G.P.D. RATED CAPACITY) AF?EA__5LOPING EQ* U'AL-OR' P R OPOS Eb E ZEAL L 0 I)A - ISSUE 0 -GREATER-THANL20% . . . . . . . . LINE NIDUIT FROM CO`NTRO 2018.10.12 BID SET B. LEACHING SYSTEM NG-_G_R_ R T OESIDENCE PROPOSEL CLEARING LIMIT . . . . ISI EATE HA PANEL Tq_-MAIN 10 THE QUANTITY AND SIZE OF THE LEACHING SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL . . . . . . . . . . . . . . . . . 1019.01.11 BID PEVIS10N3 . . . . . . . . . . . . . . . . SIDEWALL AREA FOR A ONE (1) TO FOUR (4) BEDROOM RESIDENCE. . . . . . . 2019.03.08PERMIT SET- PRE TRLJSTEES PROPOSED 4' HIGH POOL FE CE TO 2019.05.15PEPV!T SE,T TRUSTEES REV THEREFORE, 300 S.F. / 25.1 S.F./V.F. = 11.9 V.F. MEANDER HROUGH XISTING USE ONE (1) 8' DIA. X 12' DEEP LEACHING POOL = 12.0 V.F. . . . . . . . . . . . . . . . . . 6 VEGETATIO W/ SEL LATCHIN GATES THE FUJICLEAN MODEL CEN5 & CEN7 TREATMENT TANKS DO NOT UTILIZE ANY ADDITIONAL VENT 6- . .- . . . . P OPO AIR SUPPLY L PROPOS SILT FENCE TO BE -*.* ' PIPES. THE CEN5 & CEN7 VENT THROUGH THE MAIN SANITARY LINE AND HOUSE VENT. PROPOSED-ELECTRICAL TRENCHED IN 6 Aaq STAKED LINE/CONDUIT FROM TREATMENT AYBALES BE RECESSED A NOTES NK TO CONTROL PANEL NTO THE GROUND \ ,4 . . . . . .. ZZ (SEE DETAIL) . . . . 1. LOT AREA: 540,391.47 S.F. (12-41 ACRES) . . . . . . . . . . . . . . . . . . . . . . . . . . E OF OPE REVISIONS 2. ZONING DISTRICT: R-40 9 7 NO. DATE DESCRIPTION Z 3. THE SITE FEATURES AND CONDITIONS AS SHOWN ARE BASED UPON . . . . . .... . 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. 5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATUM OF 1988 (NAVD88). I m. . . . . . . . . . I . . . . . . 6. APPROXIMATELY ±6,741 S.F. OF CLEARING PROPOSED WITHIN 100 'REA Lo IN QUAL . . . . . . . . . . . . . ()IV . . . . . . . . . \ ZEATEO_-THAN-107., FEET OF THE TOP OF BLUFF OR BANK. 40 IG R . . . .. . 0 isl GREATER- . PERMIT SET . . . . . . . . . . . . . . . . . . . . THE RAYNOR GROUP, P.E.&L.S.PLLC . . . . . . . . SURVEYORS CIVIL ENGINEERS SITE PLANNERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7. AREA OF DISTRURBANCE ±66,895 S.F. �1 Co DEERFIELGREEN P.O.BOX 720 z . . . . . . . . . . . . . . .. WATER MID LL.NY 11976 (631)726-7600 UJ E W M , Z) E 0 M E 5o 0 SITE PLAN E 5 0 U_ E M LL (D 0 0 L) 01 0 6/4/2019 4:18:11 PM AIlQNITRO'T'e INC. is S t u a` S LO Q N O LO N LO © f-- 00 E W ti d O WIInN U Ilf Q N O I- Xo +. (n W `- ® LL. N LO _Ie cir) Cc -1/2"VENTILATION PIPE 2 Z SCUM BAFFLE B CHAMBER Volume(gal) M 7 I Sedimentation Chamber 397 O co 20" MANHOLE W/ POLYLOK FIBERGLASS LOCKING 2'-1+8- 2'-e� O Anaerobic Filtration Chamber 396 COVER, HDPE RISER AND SAFETY SCREEN o Aerobic Contact Filtration Chamber 181 / CYLINDLINDERR(OPTIONAL) ECIRCULATION (3) Storage Chamber 90 M Q N AIR LIFT PUMP Disinfection Chamber 6 JUNCTION MANHOLE 24" MANHOLE W/ POLYLOK FIBERGLASS LOCKING \ Total Volume to69 OPTIONAL) -1/2"VENTILATION PIPE COVER, HDPE RISER AND SAFETY SCREEN l SCUM BAFFLE B hater volume(gau Z 4•INLET PIP � !/ ! "OUTLET PIPE SPECIFICATIONS T-10J. 1 Sedimentation Chamber 277 � (SEE DETAIL) / }s.\? a A J. Anaerobic Media PP/PE Filling Rate 32% Q Anaerobic Filtration Chamber 278 Q N 4'-8 Board Type Aerobic Media PVC/PP/PE Fillet Rate 17°0 Aerobic Contact Filtration Chamber 127 4" DIA. CLEANOUT I] ;r yp g 2'-7� o � C/) Aerobic Media PP/PE Filling Rate 559b -RECIRCULATION ® Storage Chamber 63 (SEE DETAIL) SAFETY SCREEN _. _ -/ ' `, Blower 28cfm AIR LIFT PUMP Disinfection Chamber 4 SEE DETAIL BELOW a r/ `'�. --EFFLUENT Tank FRP ol;.:' ISINFECTION Total Volume 749 FOR GARAGE/BARN INLET SAF FL j AIR UFT PUMP - CYLINDER(OPTIONAL) © Piping PVClPP/PE „Q3 J Access Covers Plastic/Cast Iron 4"INLET PI '�. /' "OUTLET PIPE SPECIFICATIONS RESIDENCE CD ! Q \ Dis;nfectant Optional) Chlorine Tablets V ! 4 A[ / 1 !A Anaerobic Media PP/PE Filhng Rate 32% F.FL. EL. ±37' GRADE: 35' IR INTAKE 4'-0 " i BoardT GRADE: 38 GRADE: 35.5 � !, © ype Aerobic Media PVC/PP/PE Fining Rate 16% RECIRCULATION PIPE OW BAFFLE s. �/` Aerobic Media PP/PE Filling Rate 57°io 12" 1' MIN FLOW OPENING(TYP. (CLEANING OPENING) B ® ` AIR LIFT PUMP Taker FRPfm INLET BAF Pipmg PVC/PP/PE 4" DIA. SDR-35 PIPE MIN 2.5' MAX 6" PRECAST PLAN VIEW i O IR LET Access Covers Plastic/cast Iron (1/4"/FT MIN. SLOPE) 4" DIA. SDR-35 PIPE t- 4" DIA. SDR-35 PIPE CONCRETE SLAB ( (1/4"/FT MIN. SLOPE) (1/8"/FT MIN. SLOPE) Disinfectant Optional Chlorine Tablets INV. INV. CYLINDER (O 4'MANHOLE RECIRCULATION PIPE OW BAFFLE INV. INV. 18•MANHOLE(TYP 18" MANHOLE(TYP 24"MANHOLE(TYP CYLINDER(OPTIONAL) FLOW OPENING(TYP. (CLEANING OPENING) B /2'AIR INTAKE 33.78' 33.10' INV. INV. BACKFILL AROUND LEACHING 2' OF CAST IRON PIPE 33.00' 32.45' 2 32.28' 32.20' ' LOW OPENING PLAN VIEW POOLS WITH 3 MIN. COLLAR EXTENDING THROUGH 32.9' EL. 32.25' 26.3' ,' " 8 OF CLEAN SAND AND GRAVEL 11 1j. CARD TYPE 18"MANHOLE(TYP 18 MANHOLE(TYP 24 MANHOLE(TYP -DISINFECTION 4"MANHOLE FOUNDATION OF BUILDING 4'- CONTACT MEDIA CYLINDER(OPTIONAL) s 1g� OW OPENING CARD TYPE Y CONTACT MEDIA BOTTOM OF TANK EL. 27.37 p L FUJI CLEAN MODEL CEN-7 ! ASSEMECIRCUBLY ® % ASSEMBLY 16 V.F. / 5•-1- O ASSEMBLY TION EROBIC MEDIA 4-48- 4'-3�• 4'-2g" NOTE: ERATION ASSEMBLY O 3 UTILIZE SANITARY LINE FOR EROBIC MEDIA NORTHFORK TREATMENT TANK VENT. SECTION RESIDENCE -A I SECTION B-B VIEW ERA710N ASSEMBLY 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 3' (MIN) TO GROUND WATER v CU TCH OGU E,_ N Y, GROUND WATER EL. _ ±13.41 ' (HIGHEST EXPECTED) 11935 ARCHITECT 3 / 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 SUITABLE COVER I CIVIL ENGINEER o STOPPER GARAGE OR STOPPER OR 11 SEE DETAIL END PLUG END PLUG OWTS CONTROL PANELThe Raynor Group,P.E.&L.S. ( ) I CONTROL PANEL IN 860 Montauk H ghway P O Box720C GARAGE BARN ADJUSTABLE LOCKING TYPE 'F' POWER NEMA 4X ENCLOSURE GARAGE/BARN IRON FRAME AND COVER PANEL ( 1 GROUND LUGWater Mill,NY 11976 FL. EL. ±39.5' 4 2 3 7 5 6C IN G GRADE EL. 38' PROVIDE TWO 20A, (631)726-7600 AND INSECT PROOF z5 "L"X �8" MIN TRAFFIC BEARING IN GARAGE P 2#12,#12 •., (TO BE WATER TIGHT ;;;: TO MEET AASHTO-H20 1 POLE CI POWER SCHEDULE 80 GRADE: 38' CONNECTION ARCHITECT NO FIELD '••• PVC CONDUIT , 12 , 12 LANDSCAPE r VARIES 2OA I 2G Margie Ruddick Landscape 4" DIA. SDR-35 PIPE 4" DIA. SDR-35 PIPE 11 Neperan Road Unit 6 (1/4"/FT MIN. SLOPE) (1/4"/FT MIN. SLOPE) VARIES STEPS ARE TO BE COPOLYMER JOINT SEALANT TO 20A Tarrytown,NY 10591 TO TREATMENT TANK (SEE POLYPROPYLENE COATED Y2" BE 1" BUTYL RUBBER ( 2#18 1 22G, �G, (212)796-5087 INV. INV. INV > PROFILE ABOVE) S PIPE STEEL BARS ® 12" O.C. i FOR ALL JOINTS 34.15' 33.10' 2' OF CAST IRON PIPE 33.00' SEWER I STRUCTURAL ENGINEER EXTENDING THROUGH 50.6' PIPE PROVIDE NON-SHRINKING EL. 32.25' CONCRETE INVERT 4 MAST JOINT SEALANT DUPLEX RECEPTACLE INSTALLED IN WP AIR Benson Woodworking Company,Inc. FOUNDATION OF BUILDING FORMED TO AT -EL. ENCLOSURE Walpole,NH 03608 BOWS 30' ELBOW LEAST 3/4 OF THE CAST IN PLACE FLEXIBLE 'FEL. 33.10 CEJ" Blackjack9 45' EL DIA. OF THE PIPE EL. 33.00 5" RUBBER SLEEVE WITH FINISHED GRADE GRADED (603)439-2016 r STAINLESS STEEL STRAPS BJ �48" I.D. OR FLEXIBLE RUBBER BOOT M/P ENGINEER Ripcord Engineering Inc. NOTE: 45• ELBOW NOTES: PO Box 4175 Portland,ME 04101 UTILIZE SANITARY LINE FOR 1. ALL MANHOLE SECTIONS SHALL CONFORM TO ASTM C-478, NOTES: 60' WYE LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST ONSITE WASTEWATER M (207)835-4060 TREATMENT TANK VENT. NOTES: 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 VEVATAIL UL RUTRAFFIIC..SE 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 �' f CLEANOUT DETAIL CLEANOUT DETAIL 5. OUTLET PIPE TO BE SET 0.1' MIN BELOW INLET PIPES. OWTS SINGLE LINE DIAGRAM Dallas,TX 75247 NOT TO SCALE NOT TO SCALE NOT TO SCALE 6. THE MAX CHANGE IN EL, BETWEEN INLET AND OUTLET NOT TO SCALE (214)460-2673 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 Figure 5.30 FIBERGLASS LOCKING Reinforced Silt Fence COVER, HDPE RISER AND SAFETY SCREEN 4" DIA. CLEANOUT WOVEN VIRE FENCE SYMBOL (MIN. 14 GAUGE GUEST HOUSE (SEE DETAIL) SAFETY SCREEN W/ MAX. 6' MESH F.FL. EL.: ±44.5' 10' MAX. C. TO C. SPACING) WE GRADE: 43' GRADE: 43' - OSTSI DRIVEN KIN. 16' INTO GROUIND, MIN77 7- 12" MIN 2.5' MAX 6" PRECAST HEICMT OF FILTER 2019.05.15 LIF PROD.NO. 17086 4"DIA SDR-35 PIPE '�• _ 18' MIN, (1/4"/FT MIN. SLOPE) 4"DIA SDR-35 PIPE CONCRETE SLAB FOR s.C.D.H.s. USE ONLY (1/8"/FT MIN. SLOPE) w Y PROD.ARCHITECT W W4 •.. yr W w�. w 'W W 16' MIN. DE DRAWN BY: Author I INV. INV. INV. INV. BACKFILL AROUND LEACHING 2' OF CAST IRON PIPE 40.15' 39.94' 39.78' 39.69 POOLS WITH 3' MIN. COLLAR MRSPECTIVE VIEW EXTENDING THROUGH 10' 8' OF CLEAN SAND AND GRAVEL VISUAL ' MIN, FENCE PAST SET issuE DATES FOUNDATION OF BUILDING 4.26' BEACON WOVEN WIRE SYSTEM CAUSE W/ MAX. MESH IIL l4 2018. 10.1213 0U SE I SPAC[NG> WITH FILTER CLOTH 20'MIH. CONTROLLER�ALARM FLOW 2019.01.11 RIDREv1Slovs BOTTOM OF TANK EL. 35.52 IPIDISTURBED GROUND 2019.03.08PER1VI F SET- PRL TRUSTEES 450 GPD TREATMENT TANK COMPACTED SOIL 2019.05.15PERMIT SET- TRUSTEES REV EMBED FILTER CLOTH FUJI CLEAN MODEL CEN5 I5'MI"• 12 V.F. ELECTRICAL & MAC "R" AIR BLOWER A MIN. OF b' IN GROUND. 4' CONTROL TO BLOWER TO BE HARDWIRED TO $E,(`.TTUN MIEN NOTE: CONTROL PANEL C❑NSTRUCTI❑N SPECIFICATIONS UTILIZE SANITARY LINE FOR CONTROL WIRING TREATMENT TANK VENT. 120 VOLT OUTLET TO OWTS COMPRESSED AIR '" WOVEN APc�POS s SHALL FASTENED EEITHER E`T'TI U' TY0 IFIENCE PEORHARDWOOD. TIES LINE TO OWTS P. FILTER CLOTH TO RE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24' AT TOP AND MID SECTION. FENCE SHALL BE WOVEN VIRE, REVISIONS 6' MAXIMUM MESH OPENING, 36" MIN. INSULATED 3. WHEN TWn SECTIONS [IF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- NO. DATE DESCRIPTION LAPPED DY SIX INCHES AND FOLDED. FILTER CLOTH SHALL DE EITHER FILTER X. BOTTOM EL. 28.03' BLOWER MIRAFI IOOX, STABILINKA T140N, OR APPROVED EQUIVALENT. PRECAST CONCRETE LEACHING POOL = _ _ = ENCLOSURE 4. PREFABRICATED UNITS SHALL DEET THE MINIMUM REQUIREMENTS SHOWN, (8' DIA. X 12' EFFECTIVE DEPTH) 5. MAINTENANCE SHALL RE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN ONE (1) REQUIRED 'BULGES' DEVELOP IN THE SILT FENCE. ADAPTED FROM DETAILS PROVIDED BY- USDA - INRCS, NEW T � REINFORCED NEYA �RT E�IUNSEON' Q 3 (MIN) TO GROUND WATER GRADE O iY[ERttw AT1UN COMMITTEE, SILT FENCE GROUND WATER EL. _ ±13.41' (HIGHEST EXPECTED) November 2016 Page 5.56 New York State Standards and Specifica- tions For Erosion and Sediment Control o ® THE RAYNOR GROUP,P.E.&L.S.PLLC SANITARY SYSTEM PROFILE 2 - GUEST HOUSE CONTROL PANEL AND BLOWER DETAIL SURVEYORS CIVIL ENGINEERS SITE PLANNERS NOT TO SCALE NOT TO SCALE ® WATER MILL,NY 11976 DEERFIELD GREEN P.O.BOX 720 (631)726-7600 H z w U E I E w ip (A aE O a = ry DETAILS u�o YI E O U- E E 1- a D' O LL Z d y N E LL C � U o O O p J T � O U r a � ai a LL N � lL • C U U J 6/4/2019 4:18:11 PM - � I - ------ - .- -- 111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIII - I A1.111RCH"EcIre DIMIC. i I�E 4! = 2 < 2 , UL F 4, � L() LO -9 . It 0 T- N C%4 0 J0 11-- co M E W 1- ,q- 0 W co N C.) X < N - - L I- X 0 -0,.- . � . . . . . . . .. ...... ...I. ........ .....�..�. ........ N \ 0 � 1111111111 0 �- " Z ... .......�...... ..... . . . � . . . . . . . . . . . I . . . . I \ Ll- a) ..........I.... ...... ..-......... .-........ I............ W d Lo . .................... ..... ................ .�...... ..�I... STANDARD AND SPECIFICATIONS FOR Figure 5.30 Figure 2.1 Figure 5.32 W - - M M � . . . . . . . I . . . � . . . . . . . . . . . . . . . . vl�- CONCRETE TRUCK WASHOUT Reinforced Silt Fence Stabilized Construction Access Fabric Drop Inlet Protection -T Z - . . . . . . . I . . . I � . . . . . . . . . . . . . . . . . lr\ \ - �- ce) . . . . . . . . I . . . . . . . . . . . . . . . . . . . . 1(\ `%M%,�*�,;.'.. ...� leaching of liquids into the ground.The liner shall be plastic 0 co 3: . - ,,,I I I W,., I',I I,, � �����,r . . . . . . . . . . . . . . . . . . � . , ,. �, -I--SYMBOL- SYMBOL I . . . . . 1:.m� 11 "��;.,��, , ,,� :11 sheeting with a minimum thickness oflO mils with no holes � . . . . � . . . . . . ,,,'},t �,,''. 1, or team,and anchored beyond the top of the pit with an WOVEN WIRE FENCEL�X`11 WORD in T--- I_ � , I ,,,,,",!,�. -- ��......�,- � earthen berna,sand bags,stone,or other structural WN. IRE SYMBOL . . . . . . . . . . . . . . . . . � . . . . . . . . . % I � r". T1Li ",,tt,�'W';i 7 W/ 01% - MESH I 501qft EXISTING Z N ,�"I""vappurtenance except at the access point. O' MAX.C TI .AC'406 1 3: . . . . . . . . . . . . r- V, ��'.�:�,�!,-:N� I C. ....... .�.�....... . . . . . . . . . . . . C:) �. t - R 11 E 4 . ce) tr.z.- ,II"'-*N': ,;�I, v,r �,� I pre-fabricated washouts are,used they must ensure the -- -,I . \ , , ,� I ", ,• " -', - 36' MIN.LENGTH FENCE Is*MAX - FABRIC < N ............ ...... I..... ...... ....... . 7 'Q E�N�1114, ,,� ,� , ca and containment of the concrete wash and be sized � EXISTING__/ I 4M"TABLE BERM ,-- ;-, . 0 CP C ) , - � - - -- "?s � has on the expected frequency ofooncraw pours.They L.� POSTS DRIVEN MIN. IS* CLETTH COPTIONAL) I - STA* . . . . . . . . I . . . . . . . . . I . I . . . . . . . . r Ili, ,J"it,,,� , . GROUND - C:) �- 0 I . - - I-,-i,�, ,�t�--X., shall be sited as noted in the location criteria. - INTO GROUND, r ,, r,�� - .'t I�1. . . . . . . . . . . . . . . I . . . . . . . . I- , "'Ll" 1. C�;�'Itli I-�. � ,E--\M,",uv!� Z �^ . �� --1,1. . I,I ;,�V� - 50-,qN. I.- T11- . . . 1��\ I "I .,�`�1111 I- . . .",t. ,�--,- Maintenance t"7 --?--- - 7 A K I" t1f . . . . - ,9,.,",,r I..", j, .. - krA-- < CN ,)%";�,,, . *�- �t"�'J 'I - to,MIN. -- � . . . . I . . . . . I . . .. . .. . . �. . . . . . . . . . I -.- 'L,��', -�'"'"'^,,; . , ,��", All concrete washout facilities shall be inspected daily. - EXISTING -1/ P-MIK I --- I . .. . . I . . . . . � . . . . . � . . . . . . . . . . -If\ 0, \ -�- HEIGHT OF FILTER - 11111111 • L,, J - �,, «$ :" ,, -Damaged or leaking facilities shall be deactivated and ,�/. *`I I : I-J-1 v MIN. --QFD�m - -� L I ik.. ,A[ 0 Q- . . . . . . . . . . . � . . . .. . . . I . � . . I . . . . . I . �n ,:4..: ,��o�� ,"-1�� I repaired or replaced immediately.Excess runwater that . *,- * - - - ., 2i PROPOSE 12' X 30' O-) Definition&Scop has accumulated over hardened concrete should be X 517.-- . --�-. le N. L-W-K EXISTING I . . . . . I . . . . parapedt.a It.1hilizIdam..stachasagrossfille,strip. PERSPECTIVI VIEW . ....... F--::;�- I PAVEMENT DROP INLET PURMI)FABRIC(12' 1 I . . � I . . . . . .......I........� I I . . . . . . . . . . � STABILIZE CONSTRUIC ON A •temporary ex avated or shoott,ground lined= ad -Accumulated hardened material shall be removed when WITH GATE :LUV GRADE) MIN. POST FRAME I I I . . . . . . . . . excess washwatershall bepuraped intiasconwinnicat WOVEN WIRE FENCE . - a er their loads have been discharged,to It le 3.0 properly disposed of oft site. ON 14 . . . . . . . . . . . . -- 411-iuloo i 1.oro co-ios solm,11�liqpe.yso,on,- . -Disposeofthe hardened material off-site in a -)wMIN . .�.. . . . . .... . ENTRANCE 'SEE DETAIL) cp io �storage capacity of structure is filled.Any 36' M FL&N-yjw PROPOSED MLT FENCE T BE -�, GAUGE W/ MAX.6' MESH I........ ......... 3�... . . . . TRENCH IN 6" AND ,ItKED . (.)I leaching I-soil. • conshruct,ma/demolitiattlandfill Ou-sitedisposal imaybe SPACING) WITH FILTER CLOT -:: I . . . • Conditions Where Practice Appliesallowed ifthis has been approved and accepted as part of FLOW - CONSTRUCTION SPECIFICATIONS I2' II IDRIVE STAKES . . . . . . . . I . . . . . . . I . . . . � . . (51 . . . . I . - . - - HAYB S TO BER SSED A �-o the poujacu SWPPF.In that case,the material should be DISTURBED GROUND /-`- A MIN. OF 18' . . . . . . I . . . . . . . . � . . . . . . . . . . . � � � . . . . . . . Washout facilities shall be provided for every p ect where recycled as �or booed and cm,cmd with u ]�L- 1.STONE SIZE -USE 1-4 INCH STOW,OR RECLAIMED OR RECYCLED CONCRETE I BELOW GRADE . . . . . I . . . . . . I . . . . . . . . . . . . . I . . I . I -1 MI OF 4 INTO E GROUND -. ' rai .. COMPACTED SOIL . . . . . . . . . . . , 41 PRO SED 8'X8' CfYCRETE concrete will be poured or otherwise formed on the sit..This minimum.1`2 feet of clean compaidixt-thfill that is 161MIN. COUIVALENT. - ,--,P. � - r CORNERS I I 1 11=:; . . . . . . . . . . I . . . . . . . . I . . (SEE IL) (LIMIT OF S u facility will re ei�highly alkaline wash water from the permanently stabilized to prevent erosion. EMBED FILTER CLOTH LO 11 - Z.LENGTH - NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A . . . . . .3?, . . . . . . . . . . . . . . . . . . . •. . . . . •. � I . . . . . . �010 I WAS OUT AREA (SE DETAIL) cleaning ofchutes,mixers,happen,vibrators,placing *The plastic liner shall be replaced with each cleaning of A MIN.OF 6' IN 1RUU11L- 1 30 FOOT MINI" LENGTH WOULD APPLY). . . . . . . . I . . . . . . .. . . . I ..Vl. . . . . . . I . . . . I . . . . . . . . . . . _ . 1-1 DISTURBAN = ±66,895 S.F.) equipment,trowels,and screeds.Under no circumstances will the washout facility. 4- 1 THICKNESS CONSTRUCTION spEcirICATIONS 0 waili-tan.from these operations be allowed to infiltrate into 9 Inspect the project site frequently to ensure that noSF"PTICKNESS -NOT LESS THAN SIX(6) INCHES. ,& 3�`, the soil or enter surface waters. concrete discharges are taking place in non-designated CIFICATIONS 4.WIDTH - TWELVE Q,')FOOT MINIMUM, BUT NOT LESS TITAN THE rUT.L WIDTH AT -85. BURLAP MAY . . . . . . . . . . . . . . . . . . . . . . . . I I . . . . . . I . . . . I . . . ��&- CP POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-f OUR (24)FOOT IF SINGLE BE USED FOR SHORT TERM APPLICATIONS. '.�.�.�. ,.� ,..,. ... .'�'. .�11T areas L FABRIC rHALL HAVE AN ECIS OF 40 - .. . . . . . . . . . . . . . . . . � . . . . . *- Design Criteria ENTRANCE 70 SITE. I I . --I � . . I . \ \ L WOVEN WIRE FENCE 10 RE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 2.CUT FABRIC FROM A CONTINUOUS POLL TO ELIMINATE .HINTS.IF . . . . . . . . . . . I . . . . . . . . . . �D. . . . . . � . . . . . . . . . . . . I . . . . . . . . . . . . . I . . I . Capacity:The washout facility should be sized to OR STAPLES.POSTS SHALL BE STEEL EITHER 'T' OR'U' TYPE OR HARDWOOD, �.GEOTEXTILE -VILL RE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. JOINTS A-RE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT S7AKr, . . . . \ \ contain solids,ws,h water,and rainfall and sized to P.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES &SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 3.gcTtZ wgERTA ENT . . . . . VUTH A L - WOOD OR EWVAL ' . I . ...I.............�...... . . . . 57 . . . . . . . . ...... .I.. .......-...... .. ............. - . 'How for the�porufioo of the wash water and SPACED EVERY 24* AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, STRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS AN't'.'1Li LENGTH KCETT.4 . . I . � , , , , , , , , * , , / \� rainfall.Wash water shall be estimated at 7 gallons 6' MAXIMUM MESH OPENING. IMPRACTICAL,A MOUNTABLE BERM WITH 54 SLOPES WILL BE PERMITTED, 4.SPACE STAKES EVENLY AROUND INLET 3 FEET I APART AND DRIVE A - ,-, ,-,-,-,- -, , , , � . . . . . . . . . . . . . . . \\. . . . . . \ I per chum and 50 gallons per hopper ofthe con rete I P 21 ttll.l AT . . . .. - - ,---. . - . . - - 7 WAFUTFMANCE � He FMTDANCF SM&I I IF MAINTAINED IN A -O"ITION u - -, V`1LRLF'-Mt'SH'1E1%-.A' TFT1L!TE FABRIC F09"St[,"��-LiQl' . .... . . . . . . I I . � . ....-.-�-.-. ..I..I...............I...-.-.-.... ..... . ,\ 1!�, , pump truck,and/or ch-harging drum.The minimum M WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-IIF-WAY, ALL - . . . . . . . . . . . . .�.. . - I sin shallebe 8 feet by 8 feet at the bottom and 2 feet LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY S.FABRIC SHALL BE EMBEDDE?I FOOT MINIMUM E&GROUND AND � � � ..... . . . . . . . . . deep.If ex-ted,the side step-shall be 2 MIRAFI I0OX,STABIALINKA 7140N,OR APPROVED EOIUIVALENT. MUST BE REMOVED IMMEDIATELY. ,LLEM T SHALL BE E URELY FASTENEDa THE STAKES A"FRAME. (9 . . . . . . -- I . . . . . . . . . I . . . a --------- . . . r . PROPOS D CONSTRUCTION horizontal to I vertical. 9.WHEN WASHING IS REOUTl IT SHALL BE DONE 13N A AREA STABILIZED WITH STOW 6.A I- se 41 WOOD FRAME SHALL RE COMPLETED AROUND THE CREST . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •. . . . . . . . . . I . . . . I . . . . . . . . . . . / I> . 4.PREFABRICATED LIMITS SHALL MEET THE MINIMUM REQUIREMENTS SI-OWN, AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING EEV[CE. OF THE FABRIC FOR OVER FLOW STABILITY. . I . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . - STAGING AREA (COVER WITH Location:Locate the facility amininationtol'100 feet from MAXIMUM DRAINAGE AREA I ACRE ,\ drainage a.ales,storm drain inlets,wetlands,streams and 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH - � .. . . . . . . I . . . . 1-�, - * . . A> I\ 2"-4" OOD CHIPS' ......surface waters.Prevent surface water from entering the I 'BULGES'DEVELOP IN THE SILT FENCE. I RAIN, ADAPTED rRim DETAILS PROVIDED BY,USDA-MRCS, . 61- - - - 'EQUAL'.OR.'.','.*-'-'.'I'.' ' .'.'.'. . - - PRO ED WAT RVI E \ struct'm except for the access mad.provide appropriate ADAPTED FROM DETAILS PROVIDED BY.USDA-ffi=, . f FABRIC . . . � ...... . I V13 access with a gnovel access mad sloped down to the structure. NEV YORK STATE DEPARTMENT OF TRANSPORTATION. ADAPTED FROM DETAILS PROVIDED By,US NEW YM!STATE DEPARTMENT Or TRANSPORTATION, . . . . . . . . . . . . . . . . . . . . . . . � . . . . . GREATER -THAN .20% . . . � . . . . . . . . I . . . . �- . Sign shall be placed to direct drivers to the facility after their NEW YORK STATE DEPARTMENT 13F ENVIRONMENTAL CONSERVATION, REINFORCED NEW YORK STATE I1CPAPTMCNT Or TRANS STABILIZED NEW YM STATE IMCPARTHENT Of ENVIRONMENTAL CONSERVATION, DROP INLET . . . . . . , , " I is discharged. NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE 47 N . . . . . . . . . . . . � ......... .. . . . . . .RISING., , N.20'..•.' * . � �'.'-'-'-*.'.'I'.*.'.'.'.' . .. li" . loads da SILT FENCE NEW YORK STATE DEPARTMENT 13F ENVIRDNMEl ATIUM, IO NEW YORK STATIC SOIL L WATER CONSERVATION COMMITTEE PROTECTION .. .�.........I. .�........I�.. I. . . . I . . . . . . . . . . . . . . . . . . . I � Liner: All washout facilities will be lined toprevent I I I NEW YORK STATE SOIL&WATER CONSNV I ACCESS . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . I * .'. •, '., ,.,.,.,.,. . •,.,.,.,.,. �..............I.. � � ...... NEW Y . , 'n,/ 0 *- November 2016 Page 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 New . . . . . . . . . . . . . . . � Specifications are I *.,. * . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . ...I• ... . . I - ./I I For Erosion and Sediment Control tions For Erosion and Sediment Council For Erosion slid Sediment Control For Emakin and Sediment Control � November 016 .. . ........... ....... . . . . . . . . . . . . . . . . . . . . � ....I..,I. . . . . . � . . L , . . . . . . I . I I . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .k-� . . . .\��. .�,�� . . . . . . . . . . I . . . . . . . . . . . . I . . \ \ NORTH � OR1 �p . . . . . . . . . . . .:. . . � . . . . . . . . . . . . . . . . . . . . . I.... .. ....�............, I NZI 11) /I-- �3. .. ..I 11 . .........� . . I.�........�............I.�.......I.I...I . . . . . . . . . . . . I .. Z i> . (NAGE f U.P. I - ,-----,- . . . . . . . . . . . . . . . . . . . � . . . . . . . . . I (I) 8X1O L CHING POOL . . . . . 0,- - � . . . . . . . . . . I . . I . I . . . . . . I . . . . . . . . I 0 1 FOR LAND APE AREA 1 -�. I. . . . I . . . . . I I . . . . . . I . . . . . . . . . I . . . I . . . . . . " , . 9 \ ROPOSED CO TRUCTION PARKING AREA I RESIDENCE OPO SED.. . .. ..I.. ........ OPOS�ED .SOIL OIL STOCKPILE I V .� . / GRATE . 39.5 161, . . . . . . . . . . . . . . . . .. '.'.'. .' . .'.'.'.' ' � EE DETAIL) -/ / / .� 26 - � . . . . -.�. . - - - - . . . ...........���.�.. .........�. . . . . . . . . . � . . I . . .-.-I �,., I L , (Z) ----.- DRIPLINE ..... . . . � . . . . . . . � . . . . . . . . . . . . � . . . . . . I . . . . . . . . . A% . , . / E OVED (DASHE I (-TYR) . . � . . . . . . . . . � . . . . . . . . . . . . . . . . . . / / U.F. If- ON 'MAILER � . � . . . . I � . I . . . . . . . . . . . . . I . . . . . . . . I ... . .�.,.�.... . -/ > / v I / Z, I . . . . . . . . . . .......I.... I L .. " I I / PROPOSED PO T-A-LAVS I . ROAD . . . . . . . . . . � , �/ . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . -------- - - - . I \ X SILT FENCE P . -� / �� 11 - (SEE DETAIL) -.I; :-_ 2"X 4"X 8'POSTS- . . . . . . I . . . . . . . . . . . . .-------___.. . . . . . . - I I . . . . . . . . � . . . .. I / / / / LOCATE ATCORNERSAND CUTCHOGUE, NY, . . . . . I . . . . . I I,I CHI P I,t,) : , / . / 2"X 4"X 8'STAKES TRANSITIONS FOR EVERY 10'-O"MAX. SILT FENCE TO EXTEND . . ......... . . .....1 . - �p .3' GRADE-----_ OUTSIDE TREE DRIPLINE AROUND ENTIRE PERIMETER OF 119,35 70�� OF . . . . . . . . . . . D EWAY , $ '1�7 OCCUR AT POSTS TOPSOIL STOCKPILE, OR TO &L(Jf- . . . . . . . . . . � . . . . . . . I . , W/ ) C H B S - - / / HIGH DENSITY POLYETHYLENE EXTEND AROUND DOWNSTREAM r -11� . . . .Dr, - It, PROP SED CONSTRUCTION MESH.SECURE TO TREE PORTION IF STOCKPILE IS ON SLOPE. . / 11 I r, COVER WITH (2)2"X 4"CROSS BRACES GUARD OUTER SURFACE WITH AR CH I TEC T --�* - I/ I> 44 - AZ4 STAGI AREA ( NEEDED TO ENSURE .. , . n - - GALV WIRE OR STAPLES. �-, . . ) MIT / - N �/ 2e-4" OOD CHIPS) FIRM AND STEADY STOCKADE FENCE 11� - -L-L -LLLLLLLLLLL COLOR TO BE BRIGHT ORANGE. � 4:��- .. LLLL LLLLLL --L -LLLLLLLLLL LakelFlato Architects,INC 1-1 -� 0,9 S. 5AD ,< 0\ � - LLL LL-LLLLLL --L -LLLLLLLL L - SOIL 10" 331 Third Street ,. ----, , , \ , ,� I li�j \ '-4 �--1 .. LLLLL, LLL - LL-LLLLLL --L -LLLLLLLLLLLL STOCKPILE -(TYP) San Antonio,TX,78205 ..1-1 --/. , - . - , I 6' 1 oil LL - - L LL-LLLLLL -- -L I I I I I I I * . -- / I> / 1:, - , OL-LL--L L, (210)679-2327 N . I �-LLL +� 1 ! ! ! ) TOE OF SLOPE . �- . PROPOSED 52. ' LON I I I I I I I I I . . - . ,,N/OVERHEAD- , ,, T.W. 46.0 HEIGHT VARIES WI /I If- PROPOSED WATER SER i i . - - I= ,L) - . \ G . � I / B.W. 39.3 A �-:-�-�--�- . . I . I I I -1 I -- - I I Crl � , ORIGINAL GROUND SURFACE75YANYAWM000 -, / , 0 11so . I I I > - . I , �? -� r---------- -1 --X CIVIL ENGINEER t, 14 --14' 2'-O' , L. -. FINISHED GRADE The Raynor Group,P.E.&L.S.PLLC TIO , \ "I "� , A 860 Montauk Highway,P.O.Box 720 , PROP EDC STIR UM ER . \ ln� / \1� -\p ,,--' 1 0'-O"MAX(TYP) C-) C� -241- SPECIFICATIONS . ,,, . �e- I X . I - / , `� I\\- POSED SANITARY SYSTEM � 1. AN ON-SITE DRAINAGE SWALE SHALL BE LOCATED BETWEEN THE TOPSOIL STOCKPILE AND Water Mill,NY 11976 8X6 ) \ �,p r � (631)726-7600 1 1 I> / oi- 55 ,�\ . 46. 1) FDJ�-�LEAN CEN-5 TREATME TANK OFF-SITE PROPERTY. � Z dc, \C, <-r, \ / & (1) 8' D 12 1 LEA POOL NO.4 REBAR,EVERY SECOND POST. I 9 . B.W. 39.. ,or S�,gCHIN 2. REFERENCE IS MADE TO THE SILT FENCE DETAIL (ER-3) FOR MATERIALS AND INSTALLATION I � / - 1�10 e'�166t<t) 11�- �' DEEP METHODS. 1 110 . \ GE FOR - SECURE WITH GALVANIZED / 1?�� CJ �,p�, . ). 1:�I R a.r- EXPANSION WIRE AS DIRECTED.EMBED 3. IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS, IT SHALL BE STABILIZED WITH LANDSCAPE ARCHITECT . - nc� \� PROP D WATE ERV] Z . ,- , � 0 (1) 8X3 LEACHING L MIN.7-O"INTO GROUND. O MINIMIZE EROSION. 01, I , . N J/ 0� �- -- / FOR GUEST HOUSE , NOTES: 4. INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER WEEK AND AFTER RAIN Margie Ruddick Landscape -*1 1�� / 1'si I Cq) AGF -y�' PROPOSED OPEN K / EXISTING RETAININ PROPOSED TREE ROTECTION 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 1 1 Neperan Road Unit 6 � ^\ ,,' 8X7 U- C F� -�'- 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. Tarrytown,NY 10591 . " i '). 0) TVP. (SEE DETAIL) 24.3' 5. SEDIMENT TRAPPED By THE SILT FENCES SHALL BE REMOVED AND PROPERLY DISPOSED OF (212)796-5087 .. CP -A / Yy I C, 4 -P. ::�::::!: 3) TREE PROTECTION FENCE SHALL BE PLACED AT THE CRITICAL ROOT ZONE UNLESS INDICATED OTHERWISE ON PLAN. WHENEVER SEDIMENT ACCUMULATION DEPTH AT THE SILT FENCE IS APPROXIMATELY EQUAL ". , �J , *- FENCE SHALL COMPLETELY ENCIRCLE TREES. AVOID POST OR STAKES INTO MAJOR ROOTS. I / 4�- ,6 3.8' . to 0 TO TWELVE (12) INCHES (ONE-HALF OF SILT FENCE HEIGHT). 1. Z / -�-, I , 0 20.2' 8X3 LEACHIN POOL EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER ONE (1) INCH DIAMETER DAMAGED 6. SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE HAS BEEN STRUCTURAL ENGINEER .I., PR&POSED / 1:�q / 1 8.6" EXISTING 1 STORY FO GRAVEL DRIVE 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. . EN / I I 8 2 FRAME GUEST HOUSE GRAT EL. 45.0 ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING AND COVERED WITH SOIL AS Benson Woodworking Company,Inc. (- I EL. 39.5 / '10- INTERIOR TO BE RENOVATED SOON AS POSSIBLE. TEMPORARY SOIL STOCKPILE DETAIL 6 Blackjack Crossing z)v 44 TO / PROPOSED DRAI E ------ -7"- �: W I ;X2 LEACH Z - N 3 EXISTING/PROPOSED BEDROOMS to ) NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE Walpole,NH 03608 Aj . �1. I I' / ,6 - �.... . BLUFF CV lt�- 11 C.O. (1) a G PO C,4 PROPOSED PUBLIC WATER .1 ALLOWED WITHIN THE LIMIT OF THE FENCING. NOT TO SCALE (603)439-2016 , . . . -A-1 ±48, ,% ` I I 11\ A 0 2 1 F.FL. 44.5 C71 0 . 16-1 6) FENCING SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION. FENCING SHALL NOT BE MOVED OR ..... ATE 45 ,,,�, \� \. 0 1 10N-GRA G.F.A. ±1,057 S.F. PROVED BY LANDSCAPE DESIGNER. WORK WITHIN FENCING SHALL BE DONE MANUALLY OR . . *- '1-z PROPOSED ON-GRADE Lin 29.5' Z. q I . .. WITH LIGHT EARTH MOVING EQUIPMENT UNDER SUPERVISION OF THE LANDSCAPE DESIGNER. M/P ENGINEER I . . �� \ \ 1� 0 P1 WOOD DECK EL. 44 Pr2.4" C.O. "\ .... Ripcord Engineering Inc. . . / �-\ / 11� (179 S.F. "A \ --,, PO Box 4175 . F.FL. ,�, I-, 25.0' 10, STOCKADE TREE FENCE PROTECTION . . 1,01. 0 39 N----- . \ 8 0 1 IL, STEEL BAND Portland,ME 04101 .... I \ 1-�70 ' TROL 0 , . I EWAY "I --E - 20' 4- F�-I (207)835-4060 � . <1\1 I5 --,- O, '-, ----�. PANEL AND G UNTED I NOT TO SCALE 1 7 . . UFF 17�. . . - _ " - IP OPOSED GAVEL DR - 0 \ ��- I 1) 'n -- - I - - - - -- E I 0 . - PROPOSE 12' X 3 ' - . . 11� 2 / ,,- --, 'ONSTRU TION LIGHTING DESIGNER (" - - -- -AO CARA - al/AOILIZ- L, � "I � -)- • -YA RAN (SEE DETA -) i Byrdwaters DESIGN,lie I - . . 0. P\0 - - -7 F E ENTZ��( , I - -I .. I \ <IN, -9<� , °F F ' I \-\- - -- --�� QP0.2ED MAC1 OOR LOWER W/ \,-- I ',fit / 3939 Black Gold Or - . _0-A I- < LIMIT OF FLOOR I ED LINE/CXL)U Dallas,TX 75247 . . . �� '110 I ,,, 'SLEVATION \-- '\ I ,,\. / TAN.K`10 C ROL � I \ .IR OS D 8'X8' CONIC ETE 1 (214)460-2673 . . . \ �, ;�-.,- . WIRED TO CON OL PANEL) 5 WAS AREA (SEE D TAIL) 11 ?" .... . � \"I EXISTING DRIVEWAY TO .1 � I/ - PRQPOSED NDS(�APE A Y --,- --1 !`,Kullu�� All,--%�s E 0 � <1 . .. . 6- \,(!k BE UTILIZED FOR \ � , I/ I S WITH G A 0 1 --� MIN N . -- \--\, ,-oJ 1B- \ . . \�ONSTRUCTION ACCESS // C.O. LEN 0 42 -�:) -- / � � - , . . . . . .. (DASHED) I'll - - -- - IN -� . . . . . � . \ ,G ) \ -�b 11 . .. . I- 1-1 I/,'- ,,�\ PROP UJI CL L AN \X/1- ,\0 . . . . . . . . -5�- I,/ GRADE I- kn 1-1 11\ I . . . . . . � . \ -10 F.FL. 1-10 1-� \\I Cl OPTLE OUNTED N U \ . . . . . . . . 37 1 1-1 I.. S , -P EROSION CONTROL MEASURES . . . . . . \ \ ,.is "I ( 0 POOL EQU MENT ,.0 ,, ./ , , � . . . I I . . . \ \ Z// TEST - - '\� . ORAIE�0111L POWER S P LY) - ..... ................ Z HOL ��_ 0 . 1. IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT AND THE . . . . . . . . . . .. 1-16, 33.0' - Z - . 6115 11.1 // 14.4' IN 8OR BLOW 1. NYSDEC, DURING THE COURSE OF CONSTRUCTION, CERTAIN EROSION AND SEDIMENT " .. .. ,-Ix - F.FL. 0 0 - ,/ , HCl- 11-11 N Z>UKL 0 b .V. MAY BECOME NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT - ... . � . . . . \ --- 36 -,,Z:- - -......-.--.---------I-- --= I / 10' ARD T R EL) " TO OFF-SITE AREAS, PONDS, WATER COURSES, DRAINAGE INLETS, RECHARGE BASINS, ETC. .. . . . . . . PROPOSED\2 STORY---' <; \\ 11, --..-..-.. �"?,O?05v IZ/ / HYD. ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED BY FIELD CONDITIONS AS HOUSE W1 BA - . I . . . . J%ENT 1� - -- NO :)ROPO ED POOL EQ IPMENT CONSTRUCTION PROGRESSES, BUT THE FOLLOWING GENERAL CONDITIONS SHALL BE FRAME - PLAN VIEW SEDIMENT BAG SECTION 4 BEDRO STIR E BUILDING N SLAB -1 NOT TO SCALE NOT TO SCALE . . . I �O - 36 - � � 7 . / 8X6 0 \ OBSERVED: ... I.. PROPOSED PUBLIC WATER-- - - - - 0 B ROOMS & .... .I..I. G.F.A. ±2,159 S.F. . SLP 20' &15 / 1.DR 11 7. �- * EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED. . . . . . . , Mi . IE� F.F . 46 011, I...I..I..... EX TING TIMBER WALL TO . OL / G.FA. ±144 S.F. * CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF NOTES: Q 22' I REMOVED (DASHED) ±27' TO 20' , / �� 0�1 HE LENGTH OF TIME THAT AREAS ARE EXPOSED. FRAME. TOP RANGE FABRICATED FROM I BLUFF - --� MIN. 05v & EXIS INC CLEAR] G LIMIT 0, If, BASE RIM FABRICATED 1y4'X1y4"X1/8"ANGLE. -- . V\"O? I * THE LENGTH AND STEEPNESS LOPES SHALL BE MINIMIZED TO REDUCE FROM 1VX1/2'Xl/8*CHANNEL HANDLES . � (±6 ,950 S.F.) <1" RUNOFF VELOCITIES. AND SUSPENSION BRACKETS FABRICATED FROM 1Y X1/4' FLAT 2- . . . . . . . .. TO %, STOCK. BA LL SM CONFORMING TO ASTM-A36. . I I / - - �* T BAG: BAG FABRICATED FROM 4 OZ./SQ.YD. -/ 1-1 PROP SED DR NAGE --� I \ -i-ill ,!�, * SEDIMENT SHALL BE RETAINED ON THE SITE. -WOVEN POLYPROPYLENE GEOTDITILE REINFORCED WITH -- - - a \ (1) 8 6 LEACH NG POOL , NON . . . . . . . . . . . . U I . I I . . . I I . . . �� ,-- . <1 \ , FOR OOL EQU PMENT , POLYESTER MESH. BAG SECURED TO BASE RIM WITH A STAINLESS L. �.I � . . . . ±14', U . I PR OSED ANITARY S STEM STORA E BUILD] G & POOL `��I SPECIFIC SEDIMENT CONTROL METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION STEEL MRAP AND LOCK. - 119" 2019.05.15 LIF PROD.NO. 17086 . . ..... . . ..I I.�...... ....-..........I� ----:5 .I .. . I_----- .. \ \ (1 FUJI C EAN CEN- 1-> EQUIP ENT BAC WASH AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE "NEW YORK I.... . . . . .-.±2. .-. REA 0 M GUIDELINES FOR EROSION AND SEDIMENT CONTROL". FRAME SECTION . . � T ( ) CrI NOT TO SCALE . . . . . . . . � IKD. .. . . . . . I . . . . . . I . . . . . . . . \ I NK, (1) JUNCTION ANHOLTEM 1 PROD.ARCHITECT DE DRAWN BY: Author . . . . . . . . .6) 'i I DIA. X 16' DEEP ACHING' OOL �,,\(O, (.P -P, 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) SHALL BE .......I...... ......\,--�- ... P G W/ ROO FOR 50% EXPANSIO ,� (YI �-) INSTALLED AS REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION OF THE IIIIIIIIIIIIII!IIIIII . . . . . 13�1 OF 2 CH I 0 - 0 WORK. NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT OOL ) .-. 00 FILTER FOR ROUND OPEN (TYPE 1 ) GRATE & FRAME DETAIL SET ISSUE DAIF�� 1�0. . . . . . . � � . . . . . . * I I I I I I I I I I I., R MAIN us PROPOS D CONTO R PROPERTIES, WETLANDS OR ROADS. - . . . ,� . . . . I . . . I . I . . . . . . . . . "6' �.".' \, NOT TO SCALE T . . . . . . I � . . . . I . . . . . . . . . , DA�E ISSUE �-D '.'.'. .1 r . . . I . . . . . . . I . I PRqE�G�) E TRI ot, . 17 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH O. . . . . . . E�� . EAT F LINE HIT FROMCO RO . 1�� PROPOSE CLEAR] LIMIT THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN 2018.10.12 BID SET ,1?�� I . . . I . . . . . . . . �07. .'._*. . .','.'.' ' PANEL TO IDE E . 2019.01.11 BD REVISIONS R EATER. THAN... ... . . . ...-.�.I. . �..... ... . (-�, 10 ACCORDANCE WITH THE NATIONAL RESOURCES CONSERVATION SERVICE RECOMMENDATIONS. I- _---- "'�-�/ b, - . 1 - PRE TRUSTEES ...... ....I. .... 1��' .3-) 61 I I PROPOSED 4' HIGH POOL FE CE TO 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM 2019.05.15PLRMIF SET- TRUSTEES REV . . . . . . . . . . . . . . . . . . I � . . . . . . . . . - \ ' ) .'� . < \ MEANDER HIROUGH XISTING SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC. . � . .....I I.. . -- '' P AIR SUPPLY 12"&. '--)6' '�:6' 0. , VEGETATIO W/ SEL LATCHIN GATES AS REQUIRED. - . . . . . . . . -�-_ . . . . . - . . . 'E TO BE . . . . . . . 1�1 .. PROPOS SILT F C 5. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED -'1*6.*- , " * . . . .. . " STAKED DAILY BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR THE DAY AND PROPOSED-A5C�)A L TRENCHE IN 6 A i� 1-1 . . . . . . . , . . . . . . . . I . � . . . . . LINE/CgMTOIT FROM TREATMENT . AYBALES BE RE ED A PROLONGEDAFTER HEAVY OR STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT . ... EL .. .. . OF 4" TO THE GRO LIMITED TO, CLEANING AND/ OR REPAIR OF SEDIMENT BASINS OR TRAPS, SEDIMENT -.14... .... ....•..... Z . (S DETAIL) LIMIT OF I BARRIERS, BERMS, DIVERSIONS, AND INLET PROTECTION. . . . . . . . . . ' . . . Z 6 ' . . - . . I - � DIS RBANC = ±66,895 S.F.) . . . . . . . . . . . . I �- . . ........'................ . I E .0.F OPE - - . . -- tz 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. REVISIONS - .1. . . . . . , .2. .�............... ,.-- . . 7 � 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND NO. DATE DESCRIPTION ....�... 1-� 9 Z I LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE .Z 'b .. . SHALL BE MAINTAINED UNTIL SITE IS PERMANENTLY STABILIZED. . . � 0, ,-- . . . . . . . . . . (�� / ��, . - . . . . .. `-�,'//(- 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN . .. ,,� I's, . . � . . . PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED. AFTER .. -� Z� 161 />1 PERMANENT STABILIZATION, PAVED AREAS SHALL BE CLEANED AND THE DRAINAGE SYSTEM . I . . . . . . . "----� 11'� ) CLEANED AND FLUSHED AS NECESSARY. . 1�- . . . . . . . . . I . . . . . . . . . . . 0�- 9. ENGINEERING DIVISION TO BE CONTACTED NO LESS THAN 48 HOURS IN ADVANCE, TO � . . . . . . . . . . . . . . . . . . . � . . . . . . . / INSPECT EROSION CONTROL MEASURES, DRAINAGE BEFORE BACKFILLING, BEFORE AND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . AFTER PAVING OF ROADS AND PARKING LOTS. FAILURE TO OBTAIN ENGINEERING . . . . . I . ___--- SCALE: 1"=20' . . . . . . . I . . . . . . . . .QUAL. . . ... ....I. .. .............. . . . DIV INSPECTIONS DURING THE CONSTRUCTION PROCESS WILL EITHER DELAY FINAL APPROVAL, . .... .. .... .�... RED, S�O IN . . . � � . . . . . . . I I I . . . . . 0 2 40 60 OR INCUR SUBSTANTIAL COSTS TO THE APPLICANT TO EXPOSE INSTALLED COMPONENTS, 3R ER - AN 0 11. . . . . . . . . . . . � . . - . . I IN ORDER TO OBTAIN APPROVAL THE RAYNOR GROUP,P.E.&L.S.PLLC PERMIT SET 0 . ISI 'GR AN � 99 in � Fprr�7=9�� �F=91 - 0 4>- , --- -----, CP-1 SURVEY CIVIL ENGINEERS SITE PLANNERS .2 ,� --, ORS i�-) 0 10. CONSTRUCTION VEHICLES SHALL NOT BE WASHED ONSITE. A . I a U DEERFIELD GREEN P.O.BOX 720- i WATER MILL,NY 11976 (631)726-7600 i I I Z W : 0 Ai WI EROSION & E , W E Z) ID 0 `C$ T 6 I L,- Y SEDIMENT Z ry E 0 W LL E Z: 0 F- W LL 0 CONTROL PLAID LL Z -6 -,� E 29 � 0 LL . -6 . . & DETAILS 0 0 T - .� CX > T 4) :E jr � � 0 0 .i� I , r , , - - - , - F I - I I I I 4 , I . . , I � - - , - I , A ` . . - ... I - - - ) ) 1, I , R, � L '.L�� � --\ !,L"11-,Z�l I T '" -_- -L- D "" J I / 0- :E of .T a- iz .T 5 E2 J- - . r to 0 U I 0 J I --- 6/4/2019 4:18:11 PD I&IRCHovEcv® avec. U t;i t a 0 m Y YI Q J � O f N N LO © m °° 0) E Wr,- 4 p W U) N U Q N I-- X o 0 N Q LO Y _ — Cr) N Z M ~ Oor) M Z N Q N o ° Zo QN U a \ s cry � N 0 57 \ / \ / 1 o \ , NORTHFORK io . / RESIDENCE 2g 26 5250 VAN STON ROAD CU TCH OGU E, NY, / 11935 / ARCHITECT LakelFlato Architects,INC 331 Third Street San Antonio,TX,78205 (2 10) 79-2327 o CIVIL ENGINEER The Raynor Group,P.E.&L.S.PLLC 860 Montauk Highway,P.O.Box 720 Water Mill,NY 11976 (631)726-7600 / w LANDSCAPE ARCHITECT Margie Ruddick Landscape 11 Neperan Road Unit 6 Tarrytown,NY 10591 (212)796-5087 STRUCTURAL ENGINEER o Benson Woodworking Company,Inc. �I-V / J / �O 6 Blackjack Crossing Walpole,NH 03608 A_) W l (603)439-2016 1 \ ° M/P ENGINEER \ ° Ripcord Engineering Inc. PO Box 4175 <y Portland,ME 04101 (207)8354060 LIGHTING DESIGNER ByrdwatersDESIGN,IIc 3939 Black Gold Dr \ \ Dallas,TX 75247 (214)460-2673 ° o o \ / o � 0 o \ \ \ �G I 2019.05.15 LIF PROD.NO. 17086 PROJ.ARCHITECT DE DRAWN BY: Author (J1 0) -P \ 0 N 100 SET ISSUE DATES DATE ISSUE 2018.10.12 BID SET �Q 2 2019.01.11 BID REVISIONS 2019.03.08PER1dlT SET– PRE TRUSTEES \ 2 \ 32 57 2019.05.15PERMIT SET– TRUS7EES REV 26 a' _ o vJ 16 \ 74 ZZ - _ REVISIONS 1z 72 — — NO. DATE DESCRIPTION 9z 41 I V� I ( O� a ® THE RAYNOR GROUP, P.E.&L.S.PLLC PERMIT SET P �� S SURVEYORS CIVIL ENGINEERS SITE PLANNERS DEERFIELD GREEN P.O.BOX 720 kl WATER MILL,NY 11976 (631)726-7600 z LU � _ EXISTING M �el U_ DRAINAGE d'O E LL E � LL ?N PATTERN NEN LL r .0 J d > 2 ID O U r m r m a ii N � ll • � U N U J 6/4/2019 4:18:11 PM ARSCO-0OV�CV® OG�1�. ci Lu G Q u A L0 Ln C%4 1 0 N © W V/ E W r O W W N U Q N O N X O 4- O LL 0 L Y — M t13 G = ZM — � 0co o � � � � Z (."J 91 Q N 1 O , j \ z r O Q N U) � c5` All 6l 0) N � O Op \O ° \ 570 o � I a � ° 6 SLOPING EQUAL OR . . . PROP ED WAT RVI E GREATER THAN 20Z RISING G N 20'. �7 PROP ED GRAVE NEW Y NORTHFORK „ C p �� Q • SED D AINAGE U.P. ( 8X1 CHING POOL \ / FOR LAND AP EA1 RESIDENCE 280 / GRATE 39.5 ' CP, Q • � EXISTIN ARAGE TO 26 �Oe m ° / EOVED (DASHE 5250 VA N S TO N U.P. ROAD / 1 P OPOSED D ACHIGE ' ' o D// /� // / 06' CUTCH 0 G U E, N Y, ( P��_) S R G EL o Mg o . _ o _ o ® y� / °q�/ �O'' 11935 r0E OF eCUF D D ARAB B BARS 6 . X1113.3' �F8.OL T.W. 4 / / �jP �� /�_ a.W 0.0 ARCHITECT i XIS G LE ING MIT // S \ \ LakelFlato Architects,INC / ( 60,9 S.F 8X�\ o �\ qp p x � o / 0 O 331 Third Street i j o • ' _ _ o o vl_ o •_ o��, ) TOE OF SLOPE MTN. �� - . 1-0' - _ \ u �� 3�.3 \ PROPOSED 52. LONG RETAININ (210)679-2327 OV€RHEAD WALL an Antonio,TX,78205 o \\P j/ �\ T.W. 46.0 HEIGHT VARIES WI RADE PROPOSED WATER SER v RAGEDOOR _ v _ U v _ /' B.W. . CIVIL ENGINEER ' Cc O - D D' The Raynor Group,P.E.&L.S.PLLC 860 Montauk Hi hwa P.O.Box 720 / 3 0 ,, ' p � .,' • ' Off, R) '�4 , Water Mill,NY 11976 QOc�Q���00�G�P, T.W. 46. �\ / POSED SANITARY SYSTEM (631)726-7600 Q B W 39 / (1) F LEAK CEN-5EXPA EATME TANK & (1) 8' DI 12' DEEP LEACHIN POOL �'b c,. \ ° PROPOSED DR GE W/ ROOM FO �` NS ON LANDSCAPE ARCHITECT PROP D WATE ERVI _ / / poF GPS Oc,�OF�' 1� \ (1) 8X3 LEACHING L FOR GUEST HOUSE EXISTING RETAINING Margie deranRuddR ad Uick nit 6 pe 11Ne / 8X7 G�� Q� Q P' Q 11 N 24.3' Tarrytown, 08 10591 / �G�Po� Q PROPOSED DRA AGE (212)796-5087 off' -P- ° 8x3 LEACHIN POOL STRUCTURAL ENGINEER / PROPOSED / 05�� ° EXISTING 1 STORY FO GRAVEL DRIVE Y / ENC;LbSED PORCH woe ® FRAME GUEST HOUSE GRAT EL. 45.0 Benson Woodworking Company,Inc. EL. 39.5 8X2 INTERIOR TO BE RENOVATED 6 Blackjack Crossing O / _44' TO PROPOSED DRAI E ----- Walpole,NH 03608 C.O.ti BLUFF �$� I v' (1) 8X2 LEACH G PO 8X3 3 EXISTING/PROPOSED BEDROOMS w A 2 PROPOSED LPUBLIC WATER ±48' 1 f 1 ° ° )43 -201 481 \ Q ATE 45 / ° G.F.A. ±1,057 S.F. M/P ENGINEER / !y O PROPOSED ON-GRADE \ \ ° WOOD DECK EL. 44 C.O. 9 Ripcord Engineering Inc. / \ \ ±339 S.F. PO Box 4175 F39\ \ 10' Portland,ME 04101 8X ° PROPOSED JI CLEAN CO TROL P OPOSED GAVEL DR SWAY (207)835-4060 t 9' TO oo°q /O \ PANEL AND G UNTIED 1 0 B UFF (ST P WOOD ON CONNECT 0 6�`• d': 44 LIGHTING DESIGNER 4 GARAGE PO R SUPPLY) \` `L �y \ F�,�o C \ 0 ( FE 8• 9] Byrdwaters DESIGN,Ilc PROPOSED MAC10OR LOWER W/ PROPOSED ELE RICAL 3939 Black Gold Dr LIMIT OF FLOORDallas,TX 75247 ° I ULATED ENCLOSU (TO BE LINE/CONDUIT ROM TREAT ENT �i \s2 2c \ ELEVATION \ ° \ H WIRED TO CONT OL PANEL) 5' S \ / TANK TO CO ROL PANEL 9%L (214)460-2673 PROPOSED LAN CAPE WA 61- \ \ // I IE WITH GRAI MIN '� PRC)POS AIR SU Y LI E ° <0 C.O. \ LENGTH = 0' ° 42 / 9' T.W. 7' ? v \'\ PROP UJI CL OL AN \� F.FL. / S GRADE / c� // FCI 0 TLE OUNTED N D \ 37 \ / 0 T (CON EC 0 POOL EQU MENT o TEST — - 36 ORAGE UIL NG POWER S P LY) "s 33.0' _ / HOL 136 - i� i \ / � - - � tk5 / // 14.4' SED A 80R BLOW W/ F.FL. ® F / �G� / NSULATED NCL SURE 0 B W V \ / 36 ° - -<_._�-- - - - - ---- -_-_ - --_- OSLO 0 / / 10' HARDWIR TO C TR P EL) \ PROPOSED 2 STORY _ _ _ P / HOUSE W/ BA EENT �� --------- ------- PCO pro PROPO ED POOL EQ IPMENT HYD. 4 BEDRO0+kS - -- -36 / STOP E BUILDING N SLAB R 8X6 \ PROPOSED PUBLIC WATE7 0 BI ROOMS G.F.A. ±2,159 S.F. SLP 20' / "DR` " �o � A5 Off, � EX TING TIMBER WALL TO MI F.F REMOVED (DASHED) ±27' TO 20' �Q P O� // GFA. F,A. ±144 S.F. BLUFF B — — ` \ MIN. PROPOS EXIS ING CLEARI G LIMIT �y (±fi ,950 S.F.) � \ (JI. 0 _ PROP SED DR (NAGE /S (1) 8 6 LEACH NG POOL / O \ \ FOR OOL EQU PMENT �/ 2019.05.15 LIF PROD.NO. 17086 ±14' TO PR POSED AN CEN_ S STEM STORA E BUILDI G & POOL PROJ.ARCHITECT DE DRAWN BY: Author ±2 FF--I \ O \ � I (1 FUJI C EAN CEN- TREATM NT � EQUIP ENT BAC WASH � \ T NK, (1) JUNCTION ANHOLE, (1) 6 I DIA. X 16' DEEP LEACHING OOL ��\O� Cp N P \-� P OSED DR AG \ I W/ ROO FOR 50% EXPANSIO �� P 0 OF 2) ACH �i 6 O0 DATE ISSUE SET ISSUE DATES POOLS R MAIN US \ T� A PROPOS 0 D CONTO R EA PROP E TRI L O� St (DASHED) O EATE 0% LINE UIT FROM CO ROL GREATER THAN PANEL TO R IDE E PROPOSE CLEARI G LIMIT 2018. 0.11 BID BID SET � �� 2 2019.03.08P RKAITVSET^REVISIONS TRUSTEES 1-10 3 57 O PROPOSED 4' HIGH POOL FE CE TO D01y.05.15PRMIT SET- TRUSTEES REV \ 2 �l�^ 2 MEANDER HROUGH XISTING P _ AIR SUPPLY L'�F �Q 26 VEGETATIO W/ SEL LATCHIN GATES PROPO C AL LINE/CO IT FROM TREATMENT \ ANK TO CONTROL PANEL I E OF OPE 17Z REVISIONS 72 — — J NO. DATE DESCRIPTION / C� g� I REA SLO IN QUAL Ov GRE ER HAN THE RAYNOR GROUP,P.E.&L.S.PLLC THE SET ISI GR TE AN N \ ® SURVEYORS CIVIL ENGINEERS SITE PLANNERS J ® DEERFIELD GREEN P.O.BOX 720 WATER MILL,NY 11976 (631)726-7600 z w 7) PROPOSED dO � _ DRAINAGE Eaf _ 6z PATTERN E � WLL 75 .O J T � O U - r a � d a ILL N C 7 li • C U d U J 6/4/2019 4:18:11 F FLOOR PLAN NOTES LO 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 0 PRECISELY MAINTAINED. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT ARCHITECT'S APPROVAL UNLESS NOTED AS"+/-".VERIFY DIMENSIONS MARKED W.I.F." PRIOR TO O LOLO COMMENCEMENT OF CONSTRUCTION,AND NOTIFY ARCHITECT OF ANY INCONSISTENCIES."ALIGN"SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. N 2 REFERENCE AXXX FOR PARTITION TYPES. ALL PARTITIONS ARE TYPE xx UNLESS OTHERWISE NOTED.ADD FULL,ACOUSTICAL INSULATION TO ALL PARTITION TYPES ENCLOSING O O THESE SPACES: OFFICE, CONFERENCE ROOM,TOILET ROOMS,AND MECHANICAL ROOMS. 3 REFERENCE GXXX SERIES FOR GRAPHIC EXTENT OF FIRE RATED PARTITIONS. o W (n N O 4 REFERENCE A001 FOR ADDITIONAL GENERAL NOTES. 5 REFERENCE AXXX FOR FINISH SCHEDULES. o W Q N IJ U 6 FURNITURE LAYOUT IS FOR"REFERENCE"ONLY. LL �I— W W O O U) ~ NM LL 4- 0 Lf) - Ou7 m — — (� ,G W Z � � � 0 (y) - � ZN 67'-0" FREESTANDING BF CONCRETE WALL cY) Q N z O Q N U) a 49'-6" ------------ —�._._ _.._..._.._. _---.__._-____ �F h � POOL FENCE, DTLTBD W/ _._ ...____.__.----_._._.._,._.__ __..n._. ...__--_.-_-__ __— _.____._ .._._---__.-._______.---.., __________--_-_.._..._.___..__.._._.__---. - _--------__..___.._.__._._.----_- _..__...__.___.......__----_--.'.----..__.---.__...__..-------._.____.___.._.___._..____..---__.—__-__._____ ---.. ---____...,_.-..._..____ ._. - LANDSCAPE DWGS -^ � __---------___-__.._...__.. __________ _-_--_ _ _ _______ ��� �a78sz��� 2- _WOOD DECK__-_ _..____.-----_.._.._..__.____._._._— ___.__-___.._----.--._-.____...-._.._----_.______ ------______...__._.__.._,..__---_..__ 05152019 _-----------.__----_____-._.._.----__--------- _-____...__.__..__ .__.__._.__.._..____.__.___..._____----____.___—_...�_—____ NORTHFORK 1 I I 1 - - - - - - - - - - - - - - - - �- RESIDENCE- -- --- --- - - - - - - - I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - POOL 45'-0" C) BF CONCRETE POO WALL 4,000 CUBIC FEET 9.,TYP 300,000 GALLON 5250 VANSTON ROAD LINE OF POOLS LL BELOW CUTCHOGUE, NY, 11935 ARCHITECT Lakeflato Architects,INC 331 Third Street San Antonio,TX,78205 (210)679-2327 9" 74'-3" 75'-9' 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 TRUE PROJECT Tarrytown,NY 10591 NORTH (212)796-5087 POOL PLAN STRUCTURAL ENGINEER 2 SCALE: 1/4" = Benson Woodworking Company,Com an , 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 2019.05.15 LSF PROD. NO. 17086 PROJ.ARCHITECT DE DRAWN BY: Author SET ISSUE DATES DATE ISSUE 3018.10.12 BID SET 2019.01.11 BID REVISInPdS _2019.03.08PERMIT SET— PRE TRUSTEES 2019.05.15 PERMIT SET— TRUSTEES REV REVISIONS NO. DATE DESCRIPTION 0 PERMIT SET yN U .0 N 9 4Jf LL z Z W Co LU FLOOR PLAN - LLBASEMENT AND POOL N Y E 0 O caE = v � U_ Z MU_ AN s0 20 'a O U r � a � LL lU U 6/11/2019 5:2' L�CHOVIECv® ONO. s RE to LO O T- C'4 L0 00 0 f— � d' E W N O o WQN U OfX6 O I- W T- .a-' CONCRETE WALL CONCRETE POOLo ~ u. — BEYOND O Lr) m C") "e = WOOD DECK 2" CONCRETE Z 1.— 0 � M — (SEE ARCH. SHEETS) POOL COPING STOP OF WALL ~ r` � 47.00' z N SPOOL COPING MQNo 45.00' Z Q N Ln 1 GRADE AT POOL, 39 7WNU Margie Ruddick 1A SECTION - PooL LANDSCAPE, 1 Neperan Road Tarrytown, NY 10591 www.margieruddick.com FREE STANDING WOOD DECK SKIMMER (TYP. 3) CONCRETE WALL BEYOND (SEE ARCH. SHEETS) EQUALLY SPACED (5) 18" TREADS / _- '' I CONCRETE 5 8" RISERS tiJ PAVERS NORTHFORK 6' 1 POOL COPING RESIDENCE 45.00 !i,/i�ii�fi�i �i �j�ji�j !i �i�ji�j !i �i�ji�j !i ji�ij�i !i �i�ii�i !i �i�ii�j !i �j�ii�j !i �i�ii�i , i �j�ii�i �i �i �i�i �i �i �i � �i �i �i � �i �i �i � �i � . �j � . i �i . . . s _ , • , e e .. i ' i . / . / ' i . / . / ! . / . / ' i . / . / ' ! . / . / ! / • / . / ! / . / . / ! ' / . / . / ! ' / . / . / ! ' i . / . / ! ' j . / . / ! ' i . / . / ! ' i . / . / jj . / . / i ' i . . / j ' j . / . i ° . , . ,°• ,• a.: -a : e . . . i!/ !i !j!i ji�j i ' / !i . j/ : .a ..a . e . .. %: :. ;: °:: °: • a . • . . POOL FLOOR / ' / . / . 12' — — — — — — 39.88' r- -� 5250 VANSTON ROAD CUTCHOGUE, NY, 11935 ARCHITECT LakelFlato Architects,INC 331 Third Street San Antonio,TX,78205 SECTION - POOL (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 f Benson Woodworking Company,Inc. \ (� 6 Blackjack Crossing Walpole,NH 03608 (603)439-2016 _ ( M/P ENGINEER v�^ _\� f � �' ✓��/ >> Ripcord Engineering Inc. � f —J \ ✓� _ fLJI PO Box 4175 J j Z _ \ ✓ ���� �y\.f/ Portland,ME 04101 --7 �\ 4 `` (207)835-4060 - \ r _ / �__ `� LIGHTING _ S GUEST HOUS f \ f DESIGNER l � � �-, ��-\ �� � �� \ -) ) \ �` A \ Byrdwaters DESIGN,Ilc BEYOND �\ �\�._ ^ � - - r \ �• \� — n - \\ j';C\y'J , 1 3939 Black Gold Dr Dallas,TX 75247 (214)460 2673 f__-- ------ I I —\� ��--fin\ -- — , �_ \ �q ,�\ - � � —_ -- \\ ,V' -�J� (—' 1- , , , � ,�� ✓!'\- '� , `' I nl� �}� md \� V 1 IJ . J \1 .t I WOOD DECK. \ ✓ \ I\ \\�\, < s�; n�`�' i \ I SEE ARCH. SHEETS. ^ -I� � g, } —. r TOP OF WALL . r 'a: � � }��»� � \ 47.00' (5) 12" TREADS / a 3 -- - — -r 11 i` 4 b H .1 .ka5 ./1f .,LA ) i \ _ l�� --t tee:. Y $ i :,I /J 1 � ( \ �� \� �'�� n\` } � � zt�.� ,� 2019.05.15 LIF PROD.NO. 17OH6 l/ --� K \5J 8 RISERS TOP OF DECK �� : ^�. i;F! aE• `'�' ..,,�, ','�r- �L --'/4-/.'�.„"'�, �`\v�\�.\v:�^n'., Ivr§<va u.a�h/�U�r�. �`„�I lY�'o/�; �_,: . a 4to � �• F / / Il/= �JJ - � r.t��,r't;,�- ,( Lf��l;fx\\,1 I/�Ii,It/`'� ,� l�: I I I I I I I I ° . . '° //////i////////////i///////// O Via, �', �`. I �r . ,y : 1/ ��' x�. \� :h�1I \ :,tL, _/A r�rp\ �Ty'.•r.r1,, _C v�; f.�.ti l�'. �-+h s �,l\�'/,r �V iQ •_i`/ 't PR OJ.ARCHITECT DR MR AWN LL BY:TOP O_ 5.001 SET ISSUE DATES DATE ISSUE 46.001 F COPING 0 \MEADOW GRADE � 2018.10.12 BID SET i i ,e 4 r2019.01.11 BID REVISIONS 2019.03.08PERMIT SET—T— PRE TRUSTEES .4 Li 2019.05.15PERMIT SET— TRUSTEES REV `d J L REVISIONS 2 SECTION - KNOLL TO POOL RAVINE 1/4" = V-0" PERMIT SET LANDSCAPE SECTIONS L403lLN m E CU N U 0