The URL can be used to link to this page

Home My WebLink About41584-Z VFFOCke-0, Town of Southold 6/22/2018 3 P.O.Box 1179 o - °' 53095 Main Rd Southold,New.York 11971 CERTIFICATE OF OCCUPANCY No: 39725 Date: 6/22/2018 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 308 Park Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-7-7.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/22/2017 pursuant to which Building Permit No. 41584 dated 5/1/2017 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 FENCED TO CODE, PER ZBA DECISION#6992, DATED 10-20-2016,AS APPLIED FOR The certificate is issued to Sokol,Marc&Deirdre of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41584 06-21-2018 PLUMBERS CERTIFICATION DATED ( � � '0 \)6L\Ae- 090 Signature Town of Southold 6/22/2018 o - P.O.Box 1179 C* • 53095 Main Rd 'yrjpl �yro�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39726 Date: 6/22/2018 THIS CERTIFIES that the building OTHER Location of Property: 308 Park Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-7-7.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/22/2017 pursuant to which Building Permit No. 41584 dated 5/1/2017 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 PERGOLA PER ZBA DECISION#6992, DATED 10-20-2016,AS APPLIED FOR The certificate is issued to Sokol,Marc&Deirdre of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 0 rize i ature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . 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#: 41584 Date: 5/1/2017 Permission is hereby granted to: Sokol, Marc 100 Harbor Dr Palm Harbor, FL 34683 To: accessoryinround swimming-g g pool and accessory pergola as applied for per DEC, Trustee, and ZBA approval. Two COs required. C� At premises located at: 308 Park Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-7-7.3 Pursuant to application dated 2/22/2017 and approved by the Building Inspector. To expire on 10/31/2018. Fees: / CO -ACCESSORY BUILDING $50.00 CO - SWIMMING POOL $50.00 ACCESSORY $215.20 SWIMMING POOLS -IN-G WITH FE E ENCLOSURE $250.00 Tota : $565.20 Buildi g 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: Old or Pre-existing Building: (check one) Location of Property: d Tj2 A)r�c 1 -1 Gl o a House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section_ Block Lot 71 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �., ® YQ roger.richert(aD-town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Marc Sokol Address: 308 Park Ave city,Mattituck st: New York zip: 11952 Building Permit t 41584 Section: 123 Block: 7 Lot: 7.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: ARELCO Electric License No: 3973-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: Inground Swimming Pool to Include: Bonding, Control Panel, 4- GFCI Circuit Breaker, Low Voltage Pool Lights, 1- Pool Pump, Gas Pool Heater, Pool Cover Motor. Notes: Inspector Signature: Date: June 21, 2018 0-Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST 94noo [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) REMARKS: DATE INSPECTOR l �8 BOE SO//T,�, N o TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ],:I SULA ION [ ] FRAMING / STRAPPING -[ FINAL 0 fT4----o [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4utvc"' ,r,/G1TC- • ®rk W& W--Tvb -t� 4- _ 'nem Ku1�4WV/ Co it • DATE , I - INSPECTOR A OE SOU # # TOWN OF SOUTHOLD BUILDING DEPT. ^ourm,N�`' 765-1802 INSPECTION - FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND UKISULAPZ [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION &kll [ ] CAUrtltto& G REMARKS: I &&c, G DATE INSPECTOR F " *pF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 7 � -1-INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - move, __ -- DATE �� / INSPECTOR r i r MOMMA jr75 . � vim . ►� all 't, mom-M!ml - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 7Check Septic Form MY S.D.E.C. Trustees C.O.'Application nermrt Examined ,20 Sigle V Single it _ D Storm-Water Assessment Form 1 4— N 2 0 2 6 ontact: Approved 1,20 Mail to/_ /C'l�,t�6Z /e/lIACx Disapproved a/c BUILD J229W=AX 1J9W TOWN® SO LD Phone: 6f" .&07 Expiration (0 3 I ,20_L_y ® [ECIEDIVIE uil 'n n t r FEB 2 2 207 APP B ILD Date 5rU/,Z 7 , 20_/6 BUILDING DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 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, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises__ewpc q %Wlgpzz- S'aroe, (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. T � Plumbers License No. ►�� Electricians License No. LI) Other Trade's License No. 1. Location of land on which proposed work,will,be;don `l',' House Number Street r ` - '' ` ' '" ' ' '.Hamlet County Tax Map No. 1000 Section 12? Block 07 Lot 7 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration x Repair Removal Demolition Other Work (Description) 4. Estimated Cost .EL 0 C"91 �L/�,___l c,;c, L r- " "Vee 13 .d ai r.�.j +-1 (To be paid on filing this application) 5. If dwelling, number of dwelling units l, ',. ! 1 Number of dwe`l,l ng units on each floor If garage, number of cars ., -j 6. If business, commercial or mixed occupancy, specifynature 7and extent of each type of use. NIX 7. Dimensions of existing structures, if any: 1�11A ��'Z� o r Rear 9,oP. Depth q l Height Number of Stories Z- Dimensions of same structure with alterations or additions: Front ��Z✓ ; , ! Rear" . rr Depth 41 Height Number of Stori,esc:~-- V ' 8. Dimensions of entire new construction: Front 9,R-27 Rear Depth Height Number of Stories 9. Size of lot: Front 776, 21 Rear 2 6. 6 Depth X 00/6 � )` 7-7 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated i'-ODT 12. Does proposed construction violate any zoning law, ordinance or regulation? YES-.2( NO 13. Will lot be re-graded? YES NO x Will excess fill be removed from premises? YES NO 14. Names of Owner of premises f'0/!04 Address l50 24 e Xf Phone No. Name of ArchitectP/,14- _ i2 D, '�(„V Address Phone No g/1 66V'0 3!O O Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 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 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. OGl9 STATE OF NEW YORK) SS: COUNTY OF OL ,4e /eve VL being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, ID (S)He is the ;10 �'/Y� (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. Sworn to before me this TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK �1, c> day of 73—u6-z 201(0_ NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2� lX�t, Notary Public 6 Signature of Applicant g 3 2017 UMD DEPT, Mal wiN * 0 BOARD OF SOUTHOLD TOWN TRUSTE SOUTHOLD,NEW YORK OF SOUTHO 1"'PERMIT NOA935 DATE: .D I E CEMBER'14J016 IST MARC& DEIRDRE,.,SOKOL,_ , _,.. PROPERTY ADDRESS: 308 PARK-AVENUE,,,MATTITUCK SCTzM#.4000-423-7!7,3f AUTHORIZATION" Pursuant 'to 'the`provisions' of Mpter 215 'of & Tow"n Code of the Town of Southold and mi 164di�&&,`w-iliI __ Vf Truif6esiado! pjt`e'd At"th'e`v6'66dfi6-h6ldi6fiDc�c"e-i�ber 14. 201 ac i Re"-s6_lufi6n'__,6ftheA6Ard. $25660,_ipaid%�%r`8&Deirdre' "a_'n'&- subject to the and in consideration of applicatior;f . re Sbk6l Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits :,..the following . Wetland Permit for the as-built 1,714sq.ft.wood deck attached to seaward side of dwelling; as- sq. If bulkhead; install a proposed 16'x32' in-ground,.iiwiffiffiiftg P06 -,A=pfdpds'&&4;454.5sq.ft. bluestone patio with 215s ft.pergola; install approximately 730 linear feet of 8' high deer i!�feffcingiand'r252i]inear,feet--ofr4''bighrwoo Piizket3f0wei�in g,Wfthgate;aifd-for, -PifoPd'ged 4.`bludtone.%fire` t6ndkidn'ilfgt vVi`u stee,lvdffflag the -of�thbank,thit'th6n6i-nttive,plaAt�ibe-teiiioVed;t6"establis 'aid;'perpbfafiy'Maitana4 nn-t ob tirf,,buffer area lr&tf the i'laudwhrdittIgb,of M6,bulkheld'Wthe°top-of=bluff;ag4olineated by the Board of Trustees; and as depicted on the survey prepared bY!1_144kAn aft!Ci drwin,III, Land Surveyor,last dated January 31,2017,and stamped approved on February 1,2017; and s-d ii scAve PlAifprel5aieed 6y*DOirek N.Boggon dated-Jifi- --' 5,2017, as�depicted, therbvi e -land nary .14;_ I and stairiped pprove --on, ebr'U'-Ary,4,,,,2017.I fi A 4 IN WITNESS'WHEREOF,,,thb�said-]§bard-of TrV9t6e§,h6n56-,-a-U' s-1ts-b0'ip4fttd SedlIto b6fafflied, Y'c and these presents to be subscribed by a majority of the said Bo sof this d LV zy AAS C), V Zt. _10 Michael J.Domino,President ��0f SO!/TyD Town Hall Annex John,M.Bredemeyer III,Vice-President �� l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G � Telephone (631)765-1892 -W DFf"� cou NYS Fax(631) 765-6641 FEB 7 2018 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TOWN OF S6 LD CERTIFICATE OF COMPLIANCE # 1442C Date: January 17, 2018 THIS CERTIFIES that the as-built 1 714su ft.wood deck attached to seaward side of dwelling-, as-built 61 9sq ft hot tub on a 345 8sp ft patio and 3' wide stone walkway from deck to bulkhead; install a proposed 16'x32' in-ground swimming pool; install a proposed 1 454 5sq ft bluestone patio with 215sq ft pergola; install approximately 730 linear feet of 8' high deer fencing and 252 linear feet of 4' high wood picket fencing with gate; and for a proposed bluestone fire-pit area landward of top of bluff, with the condition that a Trustee will flag the top of the bank,• that the non-native plants be removed;to establish and perpetually maintain a non-turf buffer area from the landward edge of the bulkhead to the top of bluff, as delineated by the Board of Trustees; At 308 Park Avenue, Mattituck Suffolk County Tax Map #1000-123-7-7.3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 27, 2016 pursuant to which Trustees Wetland Permit#8935 Dated December 14, 2016,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 as-built 1 714sq.ft. wood deck attached to seaward side of dwelling;as-built 61 9sq ft hot tub on a 345 8sq ft patio and 3' wide stone walkway from deck to bulkhead; install a proposed 16'x32' in-ground swimming pool; install a proposed 1 454 5sq ft bluestone patio with 215su ft pergola; install approximately 730 linear feet of 8' high deer fencing and 252 linear feet of 4' high wood picket fencing with gate; and for a proposed bluestone fire-pit area landward of top of bluff, with the condition that a Trustee will flagthe he top of the bank,that the non- native plants be removed;to establish and perpetually maintain a non-turf buffer area from the landward edge of the bulkhead to the top of bluff, as delineated by the Board of Trustees The certificate is issued to MARC &DEIRDRE SOKOL owners of the aforesaid property. Authorized Signature Aft Iftwo NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW Facility DEC ID 1-4738-04475 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility:' MARC SOKQL SOKOL PROPERTY 308 PARK AVE 308 PARK AVEISCTM -1000-123-07-7.3 SOUTHOLD,NY 11971 MATTITUCK,NY 11971 Facility Application Contact: MICHAEL A KIMACK PO BOX 1047 SOUTHOLD,NY 11971-1047 (516) 658-6807 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: NYTM-N: Latitude: Longitude: Authorized:Actiyity: :Installation,of a wood picket fence and.work to establish plantings-seaward of:the Top of the Slope is authorized. The area landward of the Top of the Slope is beyond Article 25 Tidal Wetland jur-isdiction: 'All-authori-zed activities must be in strict conformance with the attached- - plans stamped NYSDEC approved on 0207-2017. Permit Authorizations Tidal"Yetlands -Under Article 25 Permit ID 1-4738-04475/00001 New Permit- Effective-Date: 2/7/2017 Expiration Dater 2/6/2022 NYSDEC Approval By acceptance of'this permit, the permittee agrees that the permit is contingent upon strict compliance with the"ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:JOHN A WIEIND„Deputy Regional it Admi ator Address: NYSDEC Re n 1 Headquarters S @ S ny Brookj50 Circl d S on Bit f ,NY '1790 -340 i Authorized Signature: 1 Datea�/ / Q Page 1 of 5 s NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04475 Distribution List MICHAEL A KIMACK Marine Habitat Protection JOHN A WIELAND Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice.of.Commencements Ataeast 4.8,>hours,.prior.to:commencement•of thevproject;,.the permittee• and contractor shall sign_and return the top portion of the enclosed notification form certifying that they n are fully aware of aril understand all-4egns and conditions of this permit. Within 30 days,of.completion of project;1he bottom portion of the form inust,_also be signed and returned, along_ With=photographs of the completed work. 3. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 4. Equipment,-Material.Stored.Away.from Crest..of Bluff-.,The storage-of construction:.equipment and materials shall be confined to upland areas landward of the crest of the bluff or hill. 5. Clearing For Boardwalk The ground area cleared for construction of a path or boardwalk is limited to a maximum width of six feet. The path or boardwalk itself is limited to a maximum width of four feet. 6. Stairway Design Projects involving the repair or replacement of an existing stair way or walkway, or sections thereof shall not exceed the width of the existing structure as depicted on the approved plans or a maximum of four feet whichever is greater. 7. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. Page 2 of 5 Am Iffamse NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04475 8. State May Order Removal or Alteration of Work If future operations by the State of New,York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse herebyauthorized shall not be"completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as"the-.Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the"State of New York on account of any such removal or alteration. 9. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require„remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 10. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, - lubricants,epoxy coatings;paints,concrete, leachate`or'any oth&`& iroiimeiifally`del"eterious'materials associated with the,project: 11. Cod6rmance With Plans All activities authorized by this permit must be in,strict conformance:: with the approved plans submitted by the applicant or applicant's agent,as"part-of the permit application. Such approved plans were pr , er 2044-a*E�stamped NYSDEC approved on 02-07-2017. q t 12. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by th&—'S'tafe for"the"conservatio"ri•or improvement ofn'dvigation; o'r`for'othe`r purposes, and no claim or right.to,compensation•shall accrue.from any-such-damage. • - GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The-'Department The permitted site or facility;-including relevant records, is subject to inspection at reasonable ho`ur-s�and intervals by an;authorized representative of the Department of Environmental Conservation(the Department)to"determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. Page 3 of 5 Aft Wkwi NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04475 A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days.before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications.,..Suspensions and Revocations by the Department The Department reserves the right to'exercise all availablerauthority to modify, suspend or revoke this permit: The` grounds'-for'modification, suspension or revocation include: a. materially false or inaccurate statements in the per mit'applicatibn or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material-information or a-material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit,conditions, orders of the commissioner, any provisions of.the Environmental Conservation Law or regulations of the Department related to ' the permitted activity. 6. Permit Transfer Permits areAransferrable unless specifically prohibited by statute, regulation or another permit condition. Applicafibiis for permit transfer should be submitted prior to actual transfer of ownership. Page 4 of 5 Aft v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04475 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits,,actions, and damages,-to the,extent attributable to the permittee's acts or omissions.in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not incompliance with the terms and conditions of the permit. This indemnification does not extend to any.olaims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts,,:or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of;the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item &,Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all-special conditions while acting as the pernlittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee: Item C: Permittee Responsible for Obtaining Other Required Permits The permitteemis�,responsible'for o'1 taining any other permits, approvals, lands, easements and_:rights!6t, way,that-Play be required to carry out the"actiyities that are authorized by this permit.; Item D: No Right to Trespass or Interfere with RipariiaiifRights, This:permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 5 of 5 I 0 /t ,--- BOARD MEMBERSSouthold Town Hall Leslie Kanes Weisman,Chairperson �A®� So UPy® 53095 Main Road•P.O.Box 1179 h0 l0 Southold,NY 11971-0959 Eric Dantes itt Office Location: Gerard P.Goehringer G @ Town Annex/First Floor,Capital One Bank George Horning �© �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider CDU�( .. Southold,NY 11971 http://southoldtown.northfork.net RECEIVED M ZONING BOARD OF APPEALS ® lLS��O V l5 TOWN OF SOUTHOLD OCT 2 42 16 D Tel.(631) 765-1809•Fax(631)765-9064 0 . OCT 2 4 2016 outhold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION BUMDING DEPT. MEETING OF OCTOBER 20,2016 TOWN OF SOUTHOLD ZBA FILE: Marc and Deirdre Sokol NAME OF APPLICANT: 6992 PROPERTY LOCATION: 308 Park Avenue, Mattituck,NY SCTM 1000-123-7-7.3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated Sept. 2, 2016, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated Sept. 26 2016. Based upon the information provided on the LWRP Consistency Assessment Form submitted,.'as well as the records available, it is the LWRP Coordinator's recommendation that the proposed action is CONSISTENT with LWRP policy standards; and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The applicant's property is a 84,979 sq. ft. flag lot parcel in the R- 40 zone. The northerly lot line measures 255.97 feet along an adjacent residential parcel. The easterly lot line lies along a private right of way, owned by the applicant, measuring 20 feet wide and approximately 600 feet long, spanning the distance between Park Ave. and Peconic Bay. The southerly lot line abuts Great Peconic Bay, and the westerly lot line measures 242.77 feet along another residential parcel. Because this waterfront property is also a flag lot accessed by a private right of way, it is characterized as having two front yards. The property is improved with a new single family dwelling, under construction, with a proposed swimming pool, a pergola, and a hot tub as shown on the survey drawn by Nathan Taft Corwin III, Land Surveyor, last revised October 3, 2016. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article XXII, Section 280-105C(3), and the Building Inspector's July 8, 2016, Notice of Disapproval based on an application for building permit to construct accessory structures and erect a deer fence, at; 1) proposed t Page 2, October 20,2016 ' #6992, Sokol SCTM No. 1000-123-7-7.3 additions located in other than the code required rear yard, 2) proposed deer fence located in other than the code permitted side or rear yards. RELIEF REQUESTED: The applicant requests a variance in order to construct an accessory swimming pool, pergola, and hot tub within non-conforming side yard areas, and a second variance in order to construct deer fencing along a front yard area where it is not permitted by Code. ADDITIONAL INFORMATION: This property was the subject of a two lot subdivision granted by prior ZBA Appeal No. #2017, dated April 10, 1975 and prior owner received variance relief from the Board to install an in-ground swimming pool located in other than the rear yard by Appeal No. 4779 on March 2, 2000, FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on Oct. 6, 2016, 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 variance for the non-conforming side yard locations of the proposed swimming pool, pergola, and hot tub will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The closest neighbor is west of the applicant's property, with a new house under construction several hundred feet away from the applicant's house. The applicant's property is shielded from view by an established hedgerow surrounding the parcel on all sides except the waterfront. The applicant will extend the hedgerow to add to what already exists along the western lot line. Grant of the variance for deer fencing constructed along a front yard area will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed deer fencing will be located about 300 feet away from Park Avenue, and will be positioned along the inside of the hedgerows that surround the property on the north and west property lines, in order to diminish any visual impact. The majority of the fencing along the water front property line is proposed at 4 feet in height; and the proposed fencing along the easterly line is to be located along a private R.O.W. owned by the applicant, that permits deeded beach access by foot only to three other homes. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant for the construction of a swimming pool, pergola, and hot tub cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because Code requires the placement of accessory structures within a rear yard location. The benefit sought by the applicant for the construction of deer fencing in the front yard area cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because deer fencing in a front yard area is not allowed by code. 3. Town Law X267-b(3)(b)(3). The variance granted herein for construction of a swimming pool, pergola, and hot tub in side yard areas is mathematically substantial, representing 100% relief from the code. However, due to the fact that this property has two front yards, and the location of the driveway and septic system, a rear location for theses accessory structures is not practical. The variance granted herein for construction of deer fencing in a front yard area is mathematically substantial, representing 100% 4 Page 3, October 20,2016 #6992, Sokol SCTM No. 1000-123-7-7.3 relief from the code. However, the fencing will be setback a minimum of 300 feet from Park Ave. The entire length of the deer fencing will be shielded from view by the hedgerow, existing and to be planted, that will surround this property. 4. Town Law &267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a swimming pool, pergola, and hot tub located in side yard areas, and deer fencing located in a front yard area, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Horning, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variances as applied for, and shown on the survey drawn by Nathan Taft Corwin III, Land Surveyor, last revised October 3, 2016 and architectural floor plan sheet No. A-1 as prepared by Mark Schwartz, R.A. dated September 22, 2016 SUBJECT TO THE FOLLOWING CONDITIONS: 1. The location of the pool, pergola, hot tub and deer fence are subject to approval by the Southold Town Board of Trustees. 2. Pool mechanicals shall be placed in a sound deadening enclosure. 3. Drywell for pool de-watering shall be installed and shown on the survey. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. 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. Page 4,October 20,2016 #6992, Sokol SCTM No. 1000-123-7-7.3 Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Memhers Weisman (Chairperson), Dantes, Horning, Schneider(Member Goehringer not present). This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing /d/ 41/2016 Scott A. Russell �.�-° �I;b STOIR IMtWATE K l SUPERVISOR ,AkG1EMC]ENT SOUTHOLD TOWN HALL-P_O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 O Town of Southold gQr`aVF 1 D M � 6 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT)..•-_gUlLDINGDEPT. MAR 13 201 --- QOF SOiZTHOED- -- I1�IF.�`T HIS7-PROJECr—INV® F—=—F LE;OWI G —-—---=------ Yes No (SCK ALL THAT APPLY ® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El 5 B. Excavation or'filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. Im D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year floodplain as depicted on. FIRM Map of any watercourse.. ®N F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check list Form to the Building DepartmenLwith-your Building Permit Application. S.C.T.M. 1000 Date.. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) NAMDn��tr,ct E /iG I —L , ✓ (� ! 7 Section Block Lot _• -_.z FOR BULDI\G DEP RTINM NT t:�L cj`,L r Contact Informatiorx rmu.,w•mox; Reviewed By. Date_ Property Address / Location of Construction Work= — — — — — — — — — — --- Approved —Approved for processing Building Permit tormwater Management Control Plan Not Required. 4 g(Forwaf Slormwaler Manageme,;; Control Pian D i?cqu eu 6 d to Engineering Depariment for Review) FORM ' SMCP - TOS MAY 2014 t t ' I APPLICANT, I "" (Property Owner, Design Professional,Agent,Contractor,Other) S,C,T,M. : 1000 CHAPTER 236 — a 10 103 7 /,3 Stormwater Management Control Plan CHECK LAST NAME431 Section Block Lot N SMC Lot -Plan Requirements: Provide ONE copy of the Building Permit Application, 5 Date; ? o * The applicant must provide a Complete Explanation and/or Reason for not providing /1P141, tai• all information that has been Required by the following Checklist! A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to anyItlam, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for ex lnations, Please Provide additional Paper. a Location & Description of Property Boundaries b. Total Site Acreage, c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2), d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e, Limits of Clearing & Area of Proposed Land Disturbance, X f. Exlsttng & Proposed Contours of the Site (MinimumZintervals) l3ackilill, OR Provide g. Location of all existing & proposed structures, roads, that a ramage as Been t sae M-29 AIR driveways. sidewalks, drainage improvements & utilities. h. Spot Glades & Finish Floor Elevations for all existing & pi oposed structures, I Location of proposed Swimming Pool and discharge ring. INN Ugj , 11. rit Location of proposed Soil Stockpile Areas). x k, Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). ER • in. Location of all proposed erosion&sediment control measures, h H_0_L 2. Slo,mwater tvlanagement Control Plan must include Calculations showing be limod to: U)at rhe slot mwater improvements are sized to capture,store,and Infiltrate onszruc on Entrance, on-,tte the run-off from all impervious surfaces generated by a two(21 InchI Fencing, rainfall /storm event, g, stabi{iz Seeding ot exposed and/or i 3 Del,1tis&Sectional Drawings for Stormwater practices are required for approval, l hems requiring details shall include but not be limited to: a Erosion & Sediment Controls, FA= b Construction Entrance & Site Access. C Inlet DI'alnage Stl'UCtUI'es (e.g,catch basins, trench drains,etc.) .t d Leach Ing Structures (e g. infiltration basins,swaies,etc.) �t , T SE ONLY Additional Information is Required. Reviewed & I ! Approved By Stormwater Manageme t Control Plan is Not Complete. _ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Stormwater Manageme�it Control Plan is Complete, Date �{-ZS`17 SMCP has been approved by the Engineering Department. I I FORM " SWCP -teck List -TOS MAY 2014 { SCOTT A. RUSSELL oSgf xeaJAMES A. RICHTER, R.A. 221 SUPERVISOR ~ � =� MICHA TOWN HALL - 53095 MAIN ROAD CIJ 2 Tel (631)-765—1560 ` TOWN O (631)-765—9015 1 D MICHAEL COLLINS(a TOWN SOUTHOLD.NY US �'�/(�1 ��®� JAMIE RI TOWN SO THOL 01 c US RUILDM,DEM OFFICE OF THE ENGINEER Tomw' "OF,So T.ROL•D TOWN OF SOUTHOLD Leslie Kanes Weisman, Chairperson August 16, 2016 Zoning Board of Appeals Town Hall, 53095 Main Road Southold, New York 11971 Re: ZBA#6992 - Marc Sokol SCTM#: 1000— 123—07—7.3 Dear Mrs. Weisman: I have been contacted by your office to review an application for variance regarding the above referenced property for compliance with Town Code and more specifically with regard to Chapter 236 for Stormwater Management. Please consider the following. 1. The stormwater requirements from Chapter 236 should be triggered during the Building Permit Application Process. At that time, the applicant will be required to submit Stormwater Plans to the Building Department for review by the Engineering Department. The pictures provided by your office of the existing building structures appear to have Gutters&Leaders attached to below grade drainage pipe. At this time, I would recommend that the ZBA require as-built drawings of the existing drainage systems to verify compliance with Chapter 236 for Stormwater Management. These plans should be submitted during the Building Permit Application process. If this as-built site plan does not show adequate drainage for compliance with Chapter 236 the ZBA should require compliance with Stormwater Management regulations even though the existing site improvements and/or impervious surfaces may not be worked on or re-constructed. If you have any questions regarding this matter, please contact my office. inc rely, aures A. Richter, R.A. cc. Michael Verity,Principal Building Inspector S®UP�O� . � o Town Hall Annex Telephone(631)765-1802 54375 Main Road ax(631)76�-gl P.O.Box 1179 roger richert(ctown soU�it o a.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 1(om f Date: Company Name: zaCc 7k-c Name:- -_ -- - � �N - ---- - - - - - - --- - -- =---------- -- - - License No.: 3y091 -- r1(r Address: ?-o /?+b ��ff�� Phone No.: %� - 921 JOSSITE INFORMATION: (*Indicates required information) *Name: �o K e L fz Ess 1 6y e *Address: 303 P^RIC AVCAIC16r _ efl1+T1'1TvCC *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES Rough In Final *Do you need a Temp Certificate: YES 160,, Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service ate—' Additional Information: PAYMENT DUE WITH APP ION PJP LA � � - -� 3,�)y 82-Request for Inspection Form 1 v j /—()-O / F l Jun 2018 04:05p Christine 631-286-3185 p.1 i ' t OF SO�lyo` Town Hall Annex d 54375 Main Road � CU, P.O.Box 1179 G Q ro er.d wn.sou o .n .us Southold,NY 11971-0959 � ,� UN 2 1 2018 � J �. BUILDING DEPARTMENT BUMDING DEPT- TOWN OF SOUTHOLD � TO'%N OF SO (?LD = APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date- Company Name: zjsr-L�� L` T 1-Z I C� I Name: ,�� :�.0 r2�<�:)o License No.: 3 9-22 Ad dress: i = ,©�7- C S PA H / PL,00 " ,d V C1J 4.•'/ /17141 Phone No.: . JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: ";C' L t�. 11\ t i - t C \�i C[ *Cross Street: *Phone No.. iR17-1 0 Permit No-: LYI Tax-Map District: 100 Sec�ion: Block:` Lot i *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) i *Is job ready for inspection: YE NO Rough In (F=1nal "Do•you need a Temp Certificate: YES 1 NO j Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other NEW Service: Re-connect Underground Number of Meters Change of Service Overhead 4�aj.jlponal information: PAYMENT DUE WITH APPLICATION -PG Llt;�/-31 w inspection Form job 1 0„ E 4 .V. �� AVENUE N 85 31 0 \. : a.. 20-14 '1 • EDGEOF AVEMENT , . 4 POLE J5 FOUND - CONC. MON. '' 792.00' TO MARRATOOKA ROAD FOUND , N PIPE a.e m -R A Z a m IJ } 4 , LP OFENo } "a a z� SURVEY OF PROPERTY L " SET SITUATE W OD rl W°DDE ` a° MATTITUCK Z li��Z TOWN OF SOUTHOLD m SUFFOLK COUNTY, NEW YORK ay o e -�� S.C. TAX No. 1000- 123-07-7 .3 SCALE 1 "=30' FEBRUARY 1 1 , 2014 °. JUNE 17, 2015 STAKE PROPERTY LINES .' 0100 5T',KE JUNE 15, 2016 UPDATE SURVEY SET ". WpOD STAKE 1 e } AREA - 84,979 sq. ft. a.• U1 11- 11" 5A p01 (TO TIE LINES) 1 .951 ac. C � 1 } `Z' INCE � 0•g W' 0 1 a CER TIFIED TO: }Qc . 1 MARC S. SOKOL } = sEl STAKE DEIDRE SOKOL SETFIDELITY NATIONAL TITLE INSURANCE SERVICES LLC 4 AL1 WOOD ° N 1 m } a " NOTES: } 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �. EXISTING ELEVATIONS ARE SHOWN THUS: " F.FL. - FIRST FLOOR 1 G.FL. - GARAGE FLOOR TB - TOP OF BULKHEAD 1 *00D SAKE BB - BOTTOM OF BULKHEAD e 1 TW - TDP OF WALL SrT BW - BOTTOM OF WALL WOOD S(AyE 0 a. 0 N/gFjbVYN/MpfzP'IS & TFIN MAR EI5ENs 2-55-TI, FOUND yf pOL�#5B T` IF PIPE �o .d m o os O NI dtJ'�- • 4: A Z ( -4 T ter/r G HEDGE ROW G SFn j < 1 x I { "^n 0 0 r��-r' ER NGE EXISTIN 4r�c 71 1 m 0 -1 z S' rrd'. ) � O "V m 7 a 3 i-rr�r E� SEp PRNPvGe p 1 N n ,�b N'E r OATH 51DB pOS-V "^4 Z n ro,� 11 � x500 SLAKE O Z 1 � ��l� � 0 n Wo � O`,�c•� 0 -n I Ln S tJH l 1 e ONE RNEWAY°" Q 11`c `G OCK CURB . '. UTILjTf 01E & 5T P °. e d O u p01 E #5C O BE IAN B1 e •e. b 0 ° SLATE CK C Z ; CURB WALK y O ° ° n 11 n d N gEO a W' BEEGIA `�� 1 00 S I \ _ ROOF OVER 1�4i. ; O �^ A • t • ` SLATE STOOP Ao + n a & STEPS 1 22.5' PROP.GONG.PAD (Z x G') FOR ..a iv 22.8 AIR GONG.UNITS ml� e .• e . O 40.3' e. u �3� AIR GOND. h O to ..""UNITS 00 STAKE it1 � m`, as +a..Q. ° .dZ A o `1 OD STAKE Wo �j a . u 1 STORY FRAME HOUSE & GARAGE x= l UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEYx 19.2 m `� SECTION 7209 OFSTHE VNEW TIYORK STATE ON OF ° EDUCATION LAW. 15.5' . HOT TVB 40.3' 15.1' THE LAND SURVEYOR'S INKED SEAL OR N 19.8 '''::''� m COPIES OF THIS SURVEY MAP NOT BEARING d EMBOSSED SEAL SHALL NOT BE CONSIDERED 'C\ A o 17.88 B I OO`P(� g- 10.0' 1 O 3n 10.0 x1 TO BE A VALID TRUE COPY. -C BLUR ONE PATIO _ '4 PEER FENGE O { o 14.2' PROPOSED x BLUESTONE PATIO 19.1 ` O5ED PROF�DFjE CERTIFICATIONS INDICATED HEREON SHALL RUN 32,0'.." i'' x20.0 x ONLY TO THE PERSON FOR WHOM THE SURVEY x in in 0:`PROPOSED;;:::. A r l PROP ST S�pE IS PREPARED, AND ON HIS BEHALF TO THE a Q _ _ PROP05ED ` o ON EA TITLE COMPANY, GOVERNMENTAL AGENCY AND POOL:':;:;':,:;: LENDING INSTITUTION LISTED HEREON, AND rl1 19.9 I x 1 WOOD DEGK 5TE1'S A x x m TO THE ASSIGNEES OF THE LENDING INSTI- 18.5 X I I TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 6G.0' m o 43.8 -1 I I o WELL o 0 rt �� I I m 1 mD THE EXISTENCE OF RIGHTS OF WAY A m x_1m ( AND/OR EASEMENTS OF RECORD, IF SES �j D Q N 0 7 STAKE OOC1 . II I II \ rnO l ANY, NOT SHOWN ARE NOT GUARANTEED. 13z x18.5 13 WOoD x . WD STKE x . 1 OO -PO E J 196 � PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 14.3CU n 17.6 BY THE L.I.A.L.S. AND APPROVED AND ADOPTED I I TOP OF SLOPE PROPOyED FOR SUCH USE BY THE NEW YORK STATE LAND N BLKH• I I SLK LOGp,T10N TITLE ASSOCIATION. 1.3 E. 15.2 15.1 PROPOSED "c d�to h. HEDc I I PROPO5ED WOOD PIGKET FENGE x13.7 ,Alf�- C ®,�'y. u� f? I T13 9.1 0 TB So N WOOD BULKHEAD 1 BLKH.• ' w; T13$ TB WOOS TB TB TB 9.2 m.L. �p STEP WOOD BULKHEAD t-3 BLKH. I WOOD STEPSm o Js a TO BE RELOCATED :-m1 =o ,- J 1.1'E. I ,. WOOD BULKHEAD ; m I � BEACH AREA FOR BATHING O N.Y.S. Lic. No. 50467 - - I 1 & BOATING PURPOSES til Wool) BULKHEAD \ J` (DEEDED RIGHTS TO OTHERS) 1 � BLKH. Nathan T af t Corwin III N 85- 18309 yy TIE Land Surveyor WATERZ ON FEBRUgRy�1 HIGH IGH MARK 9 5.3 7' APPgRENT - __ O N 79'53,191, 'A, . 2014 WATERMARK- �- -- --- -- -- -- Ue JJ J ►V 110-20' S 88°01 '49" W �� 80.99' A J Wy Title Surveys - Subdivisions - Site Plans - Construction Layout EA T p� 7� TCO PHONE (631)727-2090 Fox (631)727-1727 IC BA �, OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 "31 '00" E 4: -.. . ° .A\.' .4 PARK. AVENUE DRAINAGE CALCULATIONS: GENERAL NOTES N 85031 5THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2"RAINFALL IN 20• 4 •\ .EDGE OF PAVEMENT EXISTING AND PROPOSED V DIAMETER DRYWELLS PROVIDING 42.24 CF PER VERTICAL FOOT OF 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO POLE y5 STORAGE AND EXISTING 4'DIAMETER DRYWELLS PROVIDING 8.7 CF PER VERTICAL FOOT OF THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD. FOUND. - CONC. MON. STORAGE. THE DESIGN IS BASED ON THE FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0,PATIO N 792 pp' TO MARRATOOKA ROAD 2. TOPOGRAPHIC AND BOUNDARY INFORMATION FROM SURVEY BY FOUND 1.0,AND DRIVEWAY 0.7. PIPE �.•° `" ° NATHAN TAFT CORWIN III LAND SURVEYOR DATED JANUARY 31„2017. z r_ n -+ DRAINAGE AREA"A" S.C. TAX N O. 1000- 123-07-7.3 STORAGE REQUIRED: 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF DRIVEWAY AREA: 5,190 SFX 0.70 X 2"112=606 CF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE ° m SCALE 1 99=30' CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON " N N Ln STORAGE PROVIDED: THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED LP O AREA = 84,979 sq. ft. 606 CF 142.24=14.3 VERTICAL FEET REQUIRED ACCORDINGLY IN THE FIELD. �FEN0` O (TO TIE LINES) 1 .951 UC. 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN zo ° STORAGE PROVIDED: (18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, 'USE 3-80 DRYWELL-5 VF EACH=15 VF>14.3 CF �z ma WppD STAKE STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. r SET � o 000 STAK NOTES: DRAINAGE AREAS' w FENCE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM STORAGE REQUIRED: NECESSARY PERMITS BEFORE COMMENCING WORK. EXISTING ELEVATIONS ARE SHOWN THUS: DRIVEWAY AREA: 3,197 SFX0.70X2712=373 CF �,►� m EXISTING CONTOUR LINES ARE SHOWN THUS: 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN O O p F.FL. - FIRST FLOOR STORAGE PROVIDED: z z m G.FL. - GARAGE FLOOR ACCORDANCE WITH VILLAGE,COUNTY,STATE AND FEDERAL LAWS, .p TB - TOP OF BULKHEAD BB - BOTTOM OF BULKHEAD 373 CF 142.24=8.8 VERTICAL FEET REQUIRED CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR BW - BOTTOM OFLWALL DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL ;X1 STORAGE PROVIDED: NOT BE BURIED ON-SITE. 1 USE 2-8'0 DRYWELL-5 VF EACH=10 VF>8.8 CF 7. ALL DRAINAGE PIPING MATERIAL TO BE ADS N-12 PERFORATED • .•._ 1 DRAINAGE AREA"C" POLYETHYLENE PIPE AS MANUFACTURED BY ADS OR AN APPROVED 1 WOOOD ET STAKE 11AYBALES BOUND STRAW BALES STORAGE REQUIRED: EQUAL. PIPE SHALL HAVE A MINIMUM OF 12"OF COVER. ■ ■ DRA/NAGEXLETMP.J ROOF AREA: 1,259 SF X 1.00 X 2"112=210 CF WOOD STAK • PATIO AREA: 394 SF X 1.00 X 2"/12= 66 CF 8. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES UTIUN 5A ■ ■ 276 CF TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF POLE R FLOW FLOW ' STORAGE PROVIDED: SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE P{ ° ' EXISTING STORAGE PROVIDED: METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND EXIST °� �• \ ■ FLOW ,,,s 1 -I4'0ST X 4'DEEP DRYWELL=4 VF X 8.7 CF/VF =42.3 CF MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO 1 -8'0 DRYWELL-6 VF EACH=6 VF X 42.24 VF/CF=253 CF THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL. FENCE •� 1 ■ "" ` =DRAINAGE AREA D FENCE �m 2X2 WOOD ' ' ' TWO REBARS,STEEL PICKETS, x ,. " " 295.3 CF>276 CF 9. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL OR STONE AS O.Bw. o . 1 " " -'�� '�- \\ <A STAKES(TYP.) OR 2x2 STAKES DRIVEN SHOWN ON THE FRENCH DRAIN SECTIONS COMPACTED TO 95% (SEE BEDDING 3 2'INTO GROUND.FIRST ` ` FACE STORAGE REQUIRED: " MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS g DETAIL) p STAKE DRIVEN AT ANGLE ROOF AREA: 1,200 SFX 1.00 X 2712=200 CF DETERMINED BY STANDARD PROCTOR TEST. m � BEDDING DETAIL 4•' ml WAD STAKE TOWARDS PREVIOUSLY LAID STORAGE PROVIDED: S5 �1 STRAW BALE INLET PROTECTION DETAIL STRAW BALE.DRIVE STAKES ., EXISTING STORAGE PROVIDED: 10. ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT WOOD STAKE m FLUSH WITH TOP OF BALE iii `'` 1 -4'0 X 4'DEEP DRYWELL=4 VF X 8.7 CF/VF =42.3 CF STEEL REINFORCEMENT TO WITHSTAND AASHTO H-20 TRAFFIC LOADING NOTES: i 1 -8'0 DRYWELL-6 VF EACH=6 VF X 42.24 VF/CF=253 CF ALONG WITH TEMPERATURE AND SHRINKAGE,TRANSPORT TO THE SITE _ 1.BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR i t ' _ AND SITE CONDITIONS AS SHOWN ON THE PLANS. \ =295.3 CF>200 CF AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. i�, .rte ANGLE FIRST STAKE TOWARD `" DRAINAGE AREA"E" 11. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES PREVIOUSLY LAID BALE i ,,�' STORAGE REQUIRED: CONCRETE AND SHALL BE DESIGNED,CONSTRUCTED AND INSTALLED • ._ 1 AND PLACED SO THE BINDINGS ARE HORIZONTAL. i i "• ROOF AREA: 1,316 SF X 1.00 X 2712=219 CF TO SUPPORT AASHTO H-20 TRAFFIC LOADING. PATIO AREA: 1,428 SF X 1.00 X 2712=238 CF 1 Flow �'�Y ,# 457 CF 12. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST SET STWE 3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES _ - STORAGE PROVIDED: STRUCTURES DETAILING THE STEEL REINFORCEMENT AND PROVIDE SET 1 wooD OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH _ EXISTING STORAGE PROVIDED: CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES ° `< - " W000 STAKE , 1 BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH ` Y` ~V ,+ 1-8'0 DRYWELL-4 VF EACH=4 VF X 42.24 VF/CF=169 CF ARE DESIGNED TO SUPPORT H-20 TRAFFIC LOADING. WITH THE BALE. O ° __ 457-169=288 CF/42.24=6.8 VERTICAL FEET REQUIRED 13. MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST 0 4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE - STRUCTURES DELIVERED TO THE SITE MEET ALL REQUIREMENTS OF MADE PROMPTLY AS NEEDED. STORAGE PROVIDED: THE TOWN OF SOUTHOLD. N/0%RRIS USE 1-8'0 DRYWELL-7 VF EACH=7 VF>6.8 CF MELVYN ISENSTEIN 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS E � ➢�• Po`ITY�SB � ANCHORING DETAIL & MARY 255'97 FOU o SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 0 V, 9 STRAW BALE DIKE DETAIL 8,-0. SEE PRECAST STRUCTURE NOTES FOR A _ 0 `" REINFORCING REQUIREMENTS. o 0 0 o N EXISTING HEDGE ROW ��SFO • .� rzx-.," ,0000 GROUND SURFACE QRINSTALL DUMMY RINGS AND/OR DOME AS HEAVY DUTY MANHOLE a F 8 35 OBD PRNAH pG TRENCH DRAIN B-3 y O 9 •d SOILS WITHIN 12"OF PAVEMENT PAVEMENT SUBGRADE(WHERE \ FRAME AND SLOTTED COVER ROSpUTMs�oE IMF .� O a SUBGRADE COMPACTED TO 95% NECESSARY TO BRING PROPOSED2 6NE PosTCAMPBELL FOUNDRY CO. 11 i s O z OF MAXIMUM DENSITY APPLICABLE) STRUCTURE TO GRADE DRYWELL A-1 TO A-3 r. -•- ° p r*'r' xX 5DEEP DRYWELL ' ~� Z 9PATTERN No.1383 OR SOLID fno t o \\\\\\\ \ \ \ \ I MIN.2 BRICK MANHOLE COVER PATTERN Z • < PROPOSED 11 < ,._1 , STAKE 1 N \ \ \ \ \ I COURSES No.101 2A-TYPE C GR AN \ \ \ \// 1 ' APPROVED EQUAL. . .• wooD \ \ \ \ PERS WA 1 n 1 o O \ \ \ \ \ \ \/\\/\\ DRIVE ° A ^ \\\\\\� .••'..•'..•'.••:••.••'.•••"".•••:•••.••.'•••.•••.•.•.•.•.••-:'.•'.,• CONCRETE COLLAR . � ., ° . . •. .. DRYWELL&1 TO 6-2 i N \//\//\//\ " /\//\// !" t >�c 1 / / / SOILS IN EXCESS OF 9 BELOW PAVEMENT SUB-' / / / AS NECESSARY FINISHED GRAD ° DRAINAGE AREA"B VO X S DEEP DRYWELL \\\\\\\\\ '•' \\\\\ 1 o N [ "° . •' R1�WAY 1 0� GRADE COMPACTED TO 90/o VIP 55 1 O DRAINAGE UTILIV R1VE`NAY �} '' a '^ POLE R5C \\/\\/\\/ O •� �E _ _ ' x e o LL' \\//\\\/�\\� ' \\\/�\\// LEACHING BASIN NOTES: / 24" o /j//j//j/ :. DISTURBED _ m 13LUESTONE x-.3 C m \\\\\\\\\ \ U Z °• 1 ; _� WALK ¢ \ BACKFILL //\// EARTH 1.ALL DRAINAGE STRUCTURES SMALL BE PLACED SEELj_CD DRYWELLD•2 vi�]� .t \\/\\/\\/ .''•'.''•.'•'. /\\/\\/ L EX.ROOF DRAIN)TYP.) -< \//\//\ ''• TO BE PLACED IN;•': :•'::• \//\// IN ACCEPTABLE LEACHING SOILS AS APPROVED PRECAST 8" z V0 XC DEEPDRYWE y'n > \/\\/\\/ /\\/\\ i ROOF OVER _ 9' oo \//\//\/ ' '' 12"LIFTS \//\/j PLAN VIEW STRUCTURE a to+� o \\/\\/\ .• .•.;.• .•• ..'• \\/\\/\ BY THE ENGINEER. IN THE EVENT POOR LEACHING f20 w BLUESTONE STOOP _ yH /j\�j\�j /\//\// CORRUGATED NOTES FOR OR �2� � 1 & STEPS :PROP. N,ppp PICKET FENCE ' x ti \\/\\/\\ ::'::'. •'. :'.: :•'. ::': :: \\/\\ MATERIAL IS ENCOUNTERED,EXCAVATION IS TO RA! AGE`��iSPECT10N5 ARE REQUIRED 1 � AS � \ \//�\\ j%/ OLYETHYLENE PIPE(BY BE CONTINUED TO SUITABLE MATERIAL AND REINFORCING 2,3 OR 4 FOOT SECTIONS Conta t TOS Engineering at 765-1560 befo } 1 n 22.6 !i 22.5 PROP. CONC. PAD c' �� \�\\\\ :• /\\/\\ ADS OR APPROVED EQUAL) BACKFILLED AS DETAILED. REQUIREMENTS s X s') FOR /\/\ AS NECESSARY Backfi I, OR Provide Engineer's Certification '� °• 40.3' EX.DRYWELL D-1 ! ( ' /\\/ WRAP WITH 6 OZ. MIN. NONWOVEN that t e drainage has been installed to Cod SET i 4'. <� DRAINAGE rO X V DEEP DRYWELL N U AI orvo. AIR CONC. UNITS v o / / - � /\ \ \//\// INITIAL BACKFILL (MIN.) 3'COLLAR \\�\ \ 2. NO TRENCH PIT OR OTHER EXCAVATION SHALL STAKE 1 Q. .: • AREA GARAGE ? SET TAKE / / \ \ 6"-12" ' GEOTEXTILE(FILTER FABRIC)AND AT WOOD ,9 o K wooD S w /\\//\\// \//\\//\ ABOVE TOP OF PIPE. BE LEFT OPEN OR UNATTENDED. EXCAVATIONS TOP OF COLLAR BY MIRAFI OR AN o ; �• w DRAINAGE = DRAINAGE 13 3' PROPTUB , � \ 18 9" a W / /\ \�\\�\ SPRIN LINE TO BE PROTECTED AS DIRECTED BY THE APPROVED EQUAL. PRECAST DRAINAGE N Z EROSION &SEDIMENT CONTRO s AREA"c" X m w 1- \/\/ /\/ G ENGINEER WITH FENCES,BARRICADES AND z_ Shall include but not be limited t o w //\//\/ / / 40.3• \\/\\/ OTHER APPROVED METHODS. a o�, N� PROFS, 'wooD�PICKET PENCE Z �� J a /j\,j\, //\// SHEET PILING AS REQUIRED RINGS ¢ _;A well maintained Construction itrance4 t s.t' o I o , e ''a' EX DRYWELL Ci- m \ \ \\/\\/ J Q Z_ i r mo , _ r o J , P o o /j\/j\// /j\�j W Wire Backed Silt Fencing,stabiliz tion & - - - zo 2 0 4'0 X 4'DEEP DRYWE�I� o /\\/\\ \\/\\/ 3. ALLOW FOUR 4 INCHES FOR FINAL ADJUSTING ' it 100' A ( ) EXCAVATE AND BACKFILL 3 FEET AROUND a W o Seeding of exposed and/or inacti 'e soils, .3 19.1 \\ \/ BACKFILL PLACED ALTERNATELY IN OF CASTING. ADEQUATE BEARING WILL BE 4•MIN. w> 13LU �N�P�O X4.2' ' PROPOSED � F� //// 0 0 0 0 0 0 0 0 //\ 6'LIFTS ON BOTH SIDES OF LEACHING RINGS WITH SUITABLE POROUS r<+ l 82,1' `':::: i X x�� BLUESTONE PA pL DRYWELL C-1 x PRa pSEDPp IVB HEp \�/ 00 000 0 0 0 0 000 0000 0000 00 0 000000 / � PIPE TO SPRINGLINE ELEVATION PROVIDED USING CONCRETE BLOCK,BRICK MATERIAL AS APPROVED BY THE ENGINEER. a LL 7C in 4 �":. hROPOSED '; :`' so :.{BOOL;!,<:.;.:':: PROPOSED 8'OX6'DEEPDRYWELL EAST \//\// 00 000000000000 o AND/OR 1:2 MORTAR MIX. a jD :t-e . :: >:: - X,s.s WOOD DECK & STEPS PROVIDE INLET TO GRADEI \j\\j 0 0 0 0 0 0 0 0 0 0 0 0 0 Ono 0 \j\\j 12"MIN. W '� x 19'9I I SLOPE GRADE FROM I /j / / / / / Y//Y/// / / \\j\\,/ 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE / / / / / / / / / / 0 x 17 9 69.0' 78' DRYWELL E-1 I PATIO TO DRYWELL PRE-SHAPED FOUNDATION OR FLAT / /\\/\\/\\/\\/\\/\\\\\\/\\�\\/\\/\\ \/ BEDDING(CLASS 1, II OR 111)WHERE SHEETING AND SHORING DURING TRENCHING TO r�rn 43.$ _ rs'0X5'DEEPDR LL '^ I / /\/i\/i\/i\/i\/i\/i\ri\/i\�i\/i\/i\ APPR 'VAL OF STORMWATER MANAGEM Af _ o WELL I FOUNDATION WITH BACKFILL TAMPED INTO /\/\\/\\/\/\/\/\/\/\/ / / UNSUITABLE MATERIAL IS INSURE THE SAFETY OF WORKMEN AND THE ts-_ • DRYWELL - -I-I - - - - - - - - ---- - X-,_ PIPE HAUNCHES,AT CONTRACTORS ENCOUNTERED DURING EXCAVATION GENERAL PUBLIC EXPOSED TO THE HAZARDS OF EXCAVATE A MINIMUM OF 6'INTO 1" .OL PLAN = ti Cofi ter 26 I O.D.+24 MAX. VIRGIN STRATA OF SAND AND • wooD ST ' - '1 \ X ,e. I I� X _ \ J SET DISCRETION. OF PIPE TRENCHES AS REQUIRED IN FALLING AND SLIDING MATERIAL IN 12 [�atO. 2$ o _ , h xi 7-9 -_,_I I - -� - - - - - G \ J WOOD STAKE NOTES ASTM D2321,LATEST EDITION. CONFORMANCE WITH THE REQUIREMENTS OF THE GRAVEL OR TO BOTTOM OF DRYWELL Approved by: , 15 - ' DRYWELL - r POLE 18.5 WHICHEVER ISDEEPER. Z o ` SLOPE GRADE FR01�J 8,0X6,t1EERDRYWELL I I cn PROPOSED �_� \ - TITLE 29 CODE OF FEDERAL REGULATIONS PART Z 4 pan0 TO-DRYWE_LL- _ -{- `�; -4 REPIT \ - EXISTING 1. CLASS I,11,III OR IV COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE _ _ _ WOOD WALK ZONES,PER USCS(UNIFIED SOIL CLASSIFICATION SYSTEM). 1926,SAFETY AND HEALTH REGULATIONS FOR 14- ~ ____�- - �_�_ ; '- - - I -®'` -- _=TSP eE SL"E� __- --- - \ \1 CONSTRUCTION(OSHA). o I - - -- - - - - - - - - - \ 2. THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING ORA SHEETING ~ - - -_ _ -- _ _ - - 5. BACKFILL AND COMPACTION SHALL BE IN 6' REVISIONS PROPOSED - - ' BOX IN ACCORDANCE WITH LATEST OSHA REGULATIONS. THE TRENCH _H93 EDGE '-»- - - - - _ - - - - - - �E- - i \\\\ 18.3 LIFTS. ALL BACKFILL MATERIAL TO BE _ -- 7pt5; tip-Ple�c >� _ _ , _ _ x 13.7 _ �� a, WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF ELEVATION VIEW �C�� j _ _ _ _10- - - - - - - - - - - - - - - - - - _ - - __- - - _;� REPOSE FOR THE SOIL WHICHEVER IS GREATER AT THE DISCRETION OF THE COMPACTED BY JETTING OR OTHER APPROVED �= I TB I _ _ �� O 9 TB WOOD BULKHEAD TB�Q - - - - _-_ = =14 O MEANS. re� wooD rB .4 �111 9-13TO _ �_�a ENGINEER. DRYWELL DETAIL N BLKH. STEPS WOOD BULKHEAD m , O I WOOD STAIRS omo 3. WHERE PIPE IS INSTALLED WITH LESS THAN 2 OF COVER,ALL BACKFILL =o LEGEND Plans are prepared by Condon Engineering,P.C. It is a violation of the New York .'y rte, r �t WOOD BULKHEAD MATERIAL THROUGHOUT THE PIPE ZONE IS TO BE CLASS I MATERIAL. EXISTING PROPOSED t; . t a3 State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to after I � 4. WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL DRYWELL W/INLET • e � y l BEACH AREA FOR BATHING , o WOOD BULKHEAD EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A O O any item in any way.If an item bearing the seal of t, Engineer,Architect,ll land Surveyor is altered,the altering Engineer,Architect,or land Surveyor shall affix to the fESS1a�tA�, &' BOATING PURPOSES BLKH• FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, item hismerseal and the notation Wtered by"followed by his/her signature and the (DEEDED RIGHTS TO OTHERS) "STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR date of such alterations,and a specific description of the alteration. ~ T z t ' DRYWELL W/CONC.COVER O O p HIGH N 8 5" 8 9�� W 7 , ~ TIE LINE _ SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS,"LATEST EDITION;AS HAAL TER MARK .3 7 A/ ON FEBRUARY G APPARENT rV 79.53,19„ w 1. 20,4 HIGH WATER Mg RK- - - - - - - - - - - - - - - N AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER,THE TRENCH DRAINAGE PIPE Condon Engineering, P.C. SOKOL RESIDENCE s �� " BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. Scale:AS SHOWN Z P�'C 110-20' S 88 01 '49 W L FLOW ARROW -.� 308 PARK AVENUE �jC' -RA Y 20 80.99' o � W PIPE TRENCH SECTION Drawn by:JJC 1755 Sigsbee Road Z Un ROOF DRAIN Mattituck, New York 11952 MATTITUCK, NEW YORK OF SITE PLAN 30 o I 30 - (631)298-1986(631)298-2651 fax rri DRAINAGE RESERVE AREA Date:4/20/2017 SCALE:1"=30' SCALE:1"=30' www.condonengineering.com DRAINAGE PLAN REVISIONS: 69'-0" 11'-0" 32'-0" 10'-0" 12'-0" 4'-0" - ,i I^ i�'i •hal- / / / " I I /- �.. _ /• I J I / I I -r T- I ---'-rl- I L I I l I I li I \i iJi i 11'TTf it I .� SKIMMER SKIMMER /-• i C ZOk+ _j - 1` J \_ II• F+ +41 I� L_ II '1 I --'--II ' LI _L_ I I 'J41FF i-1 ill Cl1__ _fir-- , _ _r-._- r1�r-- i70=Cl-rr=� II1�-I 1I 1 1uI 11 ll� _L ___f_I J ' J C__7_17 CICr-I.- I 11-� __ � � � � � / � •• ; � t� / l � � til Ii Iul II ,1131 11 I i __J _J__I_I_..L _L_ I __J_I II IWI I_t Imo_ ` J r .'pC 1 r J C==1.3=1J OLILI__rr 1 1_ L_TT 1 JULa LI_LI_ 1 , >: (1 1 \ 11 ldl II I I I I I III 1 1 1 11 ' 1 - I I \ ` O• �, I I 1 lul II I , I �-I I , I , I f Il IVI 1 1 1 O ' U. I 1 I I I I I II NI �,• 3 1 1 C_-J_1JXLIL _1_L=1_=I-__ -_I__C___111=1--IJ JXLI_LI__� - w SHALLOW END SLOPE O '1Q/•�. , �~ ) - . J I 1 11N1 II l 1 I I �_I 1 II INI I I J ) /1 •.•d: 1 11 INl II I I I II IN 1 1 1 Q T-6"DEEP F 1 / \_J_U_LIL__L_1L__JJ _ _U_.__LL L_11__J_IJIJ_LI_LI_ - I MAIN DRAIN ; r=_J_i I-I-ILL-- + +- - , .a1-I-I-I_LI-- -/ J 1 11 1 1 1 1 1 ��- < < DEEP END c` ' - 1 1 1 t 11 1 I IL I I I I I I III i t I r ;V• J_IJ_LILI_-_11 L_J1- I_ I__LL__1J 1_ IJIJ_LI_L_- C I 5'-6"DEEP •t=• �--- C--.�_i-i-PIF- F-- -I +EL +- 1-11-1-FI-FI---1 / �I1 11 In t\�-'1 11\I tl 111IJ IIIIIII1� I_LJ_.__LL1__JfIJL1-�.I-if{a_ J Q I F II I I I I 7 I I 7 I I I 1 , I 1 1 I I I I I 1 J J \ II © III\ O 1_-1+---'- r- T__71 r r- { TM-f-I- l 11 oil I I I I I I I 7 I I I 11 / L J RETURN RETURN h I / 11 1 I II I 1 r- 1 1 rte- n 1 t 1 1 1 v J _ _ , - `' J 1 �' J I 1 1 t l l - ---F-I-t-FII---L_+}___Jy J--I-1---1'+ L- +---f-I- / -F j / -^I,-17-rlrl-- -T T---- r- -Z 11-1-rl-rr- I� J BUILT IN BENCH:24"WIDE,25.2"DEPTH(VLF). . 1 1 l I I I n 1\ n 1 t 1 I I / r a ( ' a � J 1 / II ._._ I.;\`•II � /` (, 1 1 [--y-I-t-rlrt---1'•r -1-yrt ----L -c-.. -5-r- -= ----L c-.= -1-5-r--�-1-=J ----L -rc-.= -S-* -- -= ----L -c 1 ��-n-rlr r\ 1 , R D \i� r 00 r1� T�n-rrr- i J O C ( I 11 I11 � n T 1r III II 1I\ - Q? , r , r r , r Vv l � SCOPING AS SELECTED � � d1 n u 1d1 1 1 1 11 ILIA 11 I I ' I I I ' I I I I II l ul 1 1 1 BY OWN ERLr�-L- Tt-- -rll��rrn-- ) O � 7 � `7r��1�\ I �_i I I I L r �- •� \ ✓ L -, �- n \ L ,i i. \ L r �. \ 'i ` ,, \ 1 I INI 11 1� 1�- 1�_��l 1 I Iry I I I 1 N > , > J I I 1 II I I ��I I I �.,I I I \I II I I I I i r- J J / J ,� 1 J ,� I J �� 1 I I I^I 11 l l 1 I 1 1 1 l 1 1I 1'-'1 1 1 f O � E-•I / -_--r-nxrlrl---LT 1--I r---f- I--_rr--1 T 1--1111Xrl-rl-- J \ J ` / �� J \ -� J / �� l J \ �� J / �� J \ -J J / �•� J \ J / �•�� J I I I� II \ J \ J \ J I) i-•/-' 1 < < •' /'- 1 < < /-' 1 < < /- 1 < < /'- 1 < < /- 1 I 11N1 II 11� 1 I I_�l l �_l n IfV1 1 1 r / �• rT, I 11 111 \1 1 I I I II I I I 1 F+i � `•-• � � �-- � �--- '` � � �-'- H-- I [=---D=CIC-- rr- v v I I I II I\ J�I I\ J I I\ J�I III if I J J / J / J �• J \ � I J I I 1 1 1 1 1 1 I I I I I III I i I I I ` � 1 - � J I I III I I �- I 1 \1 I I I I I 1 H J r I I 111 I I I I I I I 1111 11_1 I J / I .� i 'C--J_1�_CIL--- L_ J----- ,_ L ' J J `- > I J , I J , J ` , I J fF a-+ 1••11 ^-1 1\ 1- J l I r-J \ 1 \,-rl IH 1••I I I 1 I \1 II I 11 \ F , , 10-FG owMN I 1 / _ \ -� ` '` -"7 1 1 I i I _ 1 I -�" 1 -•J----'-L- -L-----J C C ( X6 AC$ (nCP.)� I� =1L_ _J1LJ J J J J J J J J I I I 00 J . J > /- J _ "' J J J J II• M-F 1-11 Fl r 1 -a I lo 7r( Ory N I r J FLOOR PLAN w GARAGE SCALE: 1/411 = 11 12'-3" 7'-0" W O H � � � d Z U 00 T1 `�� C✓ 3X2 SLATS(TYP) i3Y: •- a 2X10 PERGOLA JOIST @20"OC r' t':.J iLDN' DE?A^1 MENT AT ` 1302 8 AM TO 4 PM FOR TIME F -LOWING ; S ECTiONS: (2) 3X12 GIRDER 1- - - - - - - -1 ;• �UNDA T ION - TWO REQUIRED THRU-BOLTED AT EACH POST i i FOR POURED CONCRETE 2. ROUGH - FRA",SING & PLUSIBINIG <•r 1�r 7, �\/ � o 6X6 ACQ ;�. ij 1 it g 'r J l Opt POST I 3. INSULATION : Y 3/8"THICK M 4. FINAL - CONSTRUCTION MUST sTEEL 10 I. "" 6 o �I I ANCHEEL OR I BE COMPLETE FOR C.O. -�-- x In u 10X10 FG �`D E p COLUMN o ( ALL CONSTRUCTION SHALL MEET THE � L E�� i ouT CER [ iFICi'"�� E � rn o REQUIREMENTS OF THE CODES OF NEW �r� �!('!/ O `x 0 ' ' ( YORK STATE. NOT RESPONSIBLE FOR F OCC � 6VC + �� w a AUTOMATIC p CONC. DESIGN OR CONSTRUCTION ERRORS. CU 00 POOL COVER , \ 1 1 1 1 0 n Q n D PIER N-1 � - 1 1 BLUESTONE ' ' L - - - J -�'!-�r� '--1F ",' •,.r�_ N�. C.1��"r a1�EYfMr-D'ATEL1Ir -�+ L. ►C� L TO CO ^I`'�`'` J. Li\ �� , F 1� Ct,:�� ENCLOSE POO UE V m �' o. 160' a a - - ;�`p' .. CONDIT T I0 ,I S C� UPON COMPLETION r' {' l dt s. d v Cn p p O p i`,.? ll�OVI11aD ,, ii 00 1F1• WATER N v _ o °�a o BEFORE � CONC. 16" IF. n �. SWIMINGPOOL' BE SOIL TO LEFT NPROPETY.SOL - D N 3' I -'OV"1^ D D � � � � � � TO N � � D w p I - SPECIFICATIONS AND SOIL TO BE LEPTON PROPERTY.SOIL O D o PIER •'�1,T:,fJLC` I v v 3 3/• 1 O W ° Q TO BE STOCKPILED OR RUFF GRADED(AS PER OWNFRJ ON . a° Q Q° i M +.�""�'�'^""'��'�' Q •i'/ THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED W Q D 'CONC0.ETE.'9000'sl' AWAY.SWIMINGPOOL STRUCTURE TO INCLUDE A MATT OF •r Cf;11- •LV V�.;j,3 CROSS SECTION Q.p EEL BOLSI P 3/8'STEEL 0.ESAR TIED.10'ON CENTER FOR WALLS AND FLOOR 3 S ON CENTER FOR ALL iRANSRION BRE4K5 AND BOND BEAM.• 1 O +"-•'^""""- , THEPOOL SHELL TO BE MADE OF IS DR(GROUT GUNITEMI% ,. 1T( „_ .,, .. S^^�^•` II = 1 I A D D D Q ,Q r]✓ Q✓ Q A• SHOTINTO THE STEEL CAGE AT A THICKNESS OF NO LESS THAN SCALE' 1 4 i 2"ON THE TOP THEWALLSANDFOOL(BONR?OR FI AND FPOOL- ALL OL- ■ / °• THAN B'ON THE DGE OAND FLOOR.OND BEAM) Of POOL Q ALLFILLBENEATHCONCRETE SLABS TO BF COMPACTED IN TOBE REBBLE TECH'DURABLE FINISH.COLORS AS PER OWNER. C LIS TO N TE T TO 95%DENSITY ASPM D-689. ,p •. '^ COMPACTION TEST REQUIRED(FEES E ST PAID BY •-.rt-- " 1 e• '�• j V J OWNER)TESTING TO BE PERFORMED BY SOIL W MECHANICS DRILLING.516-231-3333.GENERAL CONTRACTOR IS RE5PONSIBLE FOR ARRANGING TESTING. °✓ D ? rl e i 3. r <1 ,. f •. ...li 4T i . C a, a wyr�,n V 1.PROVIDE WATER SPIGOT AT POOL FOR AUTOMATIC WATER FILLS 12.SUPPLY AND INSTALL 2"THICK X 24"WIDE THERMAL BLUESTONE COPING. 16.DELIVER REQUIRED LOADS OF WATER TO FILL SWIMMING POOL AND SPA. e <'L. i".:~'.y:"i'kF °` *';T�. O COPING TO BE INSTALLED WITH SPEC-MIX PRE-BLENDED MORTAR FOR 2.POOL LIGHTS TO BE NEXXUS MELODY BLANCO 12V LED WITH(1) SETTING MATERIALS AND TEC ACCU COLOR PREMIUM GROUT WITH 17.SUPPLY AND INSTALL(3)POOL SONIX SOLAR POOL AND SPA ALARMS WITH S-` ": �'• `I` ` (' °"t� PX100 TRANSFORMER WITH REQUIRED CORD.VERIFY w/OWNER. PREBLENDED COLOR JOINTS FOR CONSISTANT COLOR TO MATCH STONE. POOL SONIX BASE UNIT AND REMOTE KEY FOB. 3.POOL FILTRATION TO BE STA-RITE SYSTEM MODULAR MEDIA FILTER. 13. (1)PENTAIR COMMERCIAL CLEAR WATER AUTOMATIC CHLORINATOR 18.EXCAVATED MATERIAL FOR POOL TO BE LEFT ON SITE TO BE USED TO RAISE N OFF-LINE WITH(1)1"PVC FEED AND RETURN FOR POOL WITH VALVES GRADE BY CONTRACTOR/LANDSCAPER.ORGANIC DEBRI AND MATERIAL 4.POOL PUMP TO BE PENTAIR INTELLIFLO ENERGY EFFICIENT 4X160 AND DRAIN PLUGS. WASTE TO BE CARTED OFF SITE. VARIABLE SPEED PLUS NRS WITH(2)2"QUICK DISCONNECT UNIONS. 12.SUPPLY AND INSTALL 2"THICK X 24"WIDE THERMAL BLUESTONE COPING. 19.UPON COMPLETION OF GUNITE,SUPPLY AND INSTALL CLEAN SAND UNDER 5.POOL SKIMMERS TO BE BLACK PENTAIR.INDEPENDENTLY CONNECT COPING TO BE INSTALLED WITH SPEC-MIX PRE-BLENDED MORTAR FOR ALL PATIOS COMPACTED IN LIFTS TO PREVENT SETTLING. WITH 2"PVC PIPES WITH SEPERATE VALVES AND TILED ON SIDE AND SETTING MATERIALS AND TEC ACCU COLOR PREMIUM GROUT WITH u BASE OF MOUTH. PREBLENDED COLOR JOINTS FOR CONSISTANT COLOR TO MATCH STONE. 20.SUPPLY,INSTALL,AND ELECTRICALLY WIRE(1)PENTAIR INTELLICHLOR SALT- CHLORINE GENERATOR 1C 20 WITH PC100 POWER CENTER.SUPPLY SALT TO 11i 6.RETURNS TO BE BLACK HAYWARD DIRECTIONAL FLOW WITH PVC STOPS. 13.SUPPLY AND INSTALL 6"X6"TILES AS SELECTED AND APPROVED BY OWNER'S RUN SYSTEM AT STARTUP AND FOR 28 DAYS AFTER SPA IS RUNNING. �+ AND ARCHITECT.TILES TO BE INSTALLED WITH LATICRETE MODIFIED POOL 7.PIPING TO BE PVC SCHEDULED 40 WITH 2"SUCTION LINES, (2)1/2" THIN SET AND LATICRETE SPECTRAL EPDXY GROUT(TO MARBLEDUST 21.SUPPLY,INSTALL,AND ELECTRICALLY WIRE(1) PENTAIR INTELLICHLOR SALT- RETURN LINES WITH (2)1/2"AIR HAMMER EQUALIZER. SELECTION). CHLORINE GENERATOR IC 60 WITH PC100 POWER CENTER.SUPPLY SALT TO RUN SYSTEM AT STARTUP AND FOR 28 DAYS AFTER SPA IS RUNNING. 8.INSTALL TRACER WIRE ON TOP OF PIPING AND RUN BACK TO SYSTEM 14.SPA TO HAVE AUTOMATIC WATER FILL WITH PVC WATER STOPS WITH WITH VALVE BOX TO LOCATE PIPES FOR FUTURE REPAIRS. WATER LINE HOOK-UP TO OUTSIDE HOSE BIB(TO BE INSTALLED). 22.POOL CONTRACTOR TO REVIEW SOIL CONDITIONS WITH ARCHITECT/ V ENGINEER.DO NOT CONSTRUCT POOL ON POOR SOIL. D + `ly, 9.(1)SET OF 2"MAIN DRAINS WITH PVC WATER STOPS Td TOGETHER WITH 15.INSTALL 100 amp WIRING,LOAD CENTER,(1)110+3D PERSONALITY DD (2)WATERWAY 12"X12 FRAME AND GRATES. KIT AND SURGE PROTECTION.WIRE(2)FILTRATION SYSTEMS,(2) 23.POOL CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY FENCING �'" i ,SC' G � " HEATERS,(1)INTELLIFLO PUMP FOR SPA JETS,(6)POOL LIGHTS,(1) AROUND POOL AND SPA AND ALL WORKING HOOK UPS TO RUN SYSTEM. F E Z 3 2017 rojilr;� 10.(2)1-1/2 DEEP HEAT RETURNS ON DEEP END OF POOL WITH PVC WATER SPA LIGHT,AND(3)DATA CABLES FOR INTELLIFLO PUMPS.GROUND POOL CONTRACTOR SHALL ALSO SUPPLY REQUIRED UNDERWRITTERSSTOPS AND(1)JANDY NEVERLUBE VALVE. POOL AND SPA.SUPPLY AND INSTALL(1)SPA SIDE CONTROL.SUPPLY, CERTIFICATE. DRAWN: MH/MS INSTALL,AND PROGRAM(1)STANDARD INTERFACE INDOOR CONTROL11.OVERFLOW DRAIN TILLED INTO DRYWELL VIA AUTOMATIC FILL. PANEL.PANEL TO BE INSTALLED AT BASEMENT OF NEW POOL HOUSE. 01 FADING,DEPT. SCALE: 1/4"=1'-0" USE PVC CONDUIT FOR POOL AND SPA LIGHTS WITH ALL WIRING. T®v1 OF SO1Z�®LD '� :r� "°` JOB#: 5 October 04,2016 Z� SHEET NUMBER: � _'OF NW�r'°f A- I REVISIONS IV-0" 32,-0• 10,-0" 4'-0" SKIMMER SKlMA1ER i `1 it\i� \i�xC cC� 1 r 1 ( T--'-°]oEL_A' '--�-'r� -L -1=iia=u=�1•_�.' 'I rr FEB 1 4 2017 �< ly 1 \y L`]1=��F'--C�i L_t_Ji__ ��_'.�`1 1__I�r�u_L•'-\1 0 �J J �- - SHALLOW END ELOPEPEEPEND l �`J J ;,� l) p 3'b'DEFP Sd'ORP e� ; J \ Ji ii�L__» g�gg B Q ILDWG DEPT O j MNNDRAM TOWN OF SOUTTHOLD `\ r ^i V`1��lL_L�:1t_� �,^_• N C) W �\r\i� ]P WIDE,]5]'DEPTH(VIE) ' V L. ( ',- nrr�-r-♦ - --'�r�-.-.E—i,n_ _n_� ( P W -- L - -'- ---- -= - - - -',-r-- -',- T. �-W0-,f_ _L III,' , r-'-r- -C- � �----k �� -C- � --L-'--k r -\_ MSELLRED' r_rY-�•\y ) /J v �/ OV BY-wmEn /J if?iv '_:,�• J_"_:C.' L ;' _..te r,"Mr I o .'O F .. .. [__' �r;r T� nen r'->31 ._ I 1••'-1 Z '� � ) J .� J ) ry J '� J ) � '� J ) � J '� J ) _ J � Nu � 1�� '� J' i,''•,ii _ J N {FQ7� - .-; �J l�f�^• f _ •--i �� C'C� /./-�.-1 �J l..f�^. f/_��i �� ,..f` f/_��i �� l�f��. //_�.-_)ILII,)-fi r \i I '��N- -3. \�ff rF f a W J J 1 r-� J. 1 r-� �\ 1' r-� �\ 1• r J. 1• r w`Iu1 L_ ,__ �»«r __oma ) J 1 i ( 1 FLOOR PLAN GARAGESCALE: 1/4"= 11 z 12'-3" 7'-0" W r 3 V P F�. AA�� rpi F F�1 3x2 MTS ow) O 2X10 PE0.GOLAJOIST 020'OC (2)3KI2 GIRDER - THRU BOLTED AT EACH POST I I I 'PDR° I K 5 3B'TMCK '�•� y o I REEL I BGG! ;IDJSIDk I AIK110R c r COLUMN O I O I 01,,..•`r ,2 AUTOMATIC I d d 5 Z 4. .•' POOLCMER /I CONDI 4'a "� IO Aro 6 CONC. CROSS SECTION s e s a PIER w 3 46•d e I 1 00 SCALE: 1/4"= 1' (PROVIDE WATER SPIGOTAT POOL f00.AVTOMATC WATERFlW 12 SUPPLY AND WSTAALLED K SPWIDE PRETMALBL MORTAR FOR G IQ DEWER REQUIRED LOADS OF WATERTO FlLLSWVAMING PO0LAN03PA r , GETTING TO BE INSTALLED WTH SPEC MIX PRE BLENDED MORTAR FO0. I T l V1 2 POOL TRAVIS TOMENMUSR WaH INELODY QUIRED LANCET IN IED�TTfOH SETTINGMATERIALSCOLOR JOINTS TS FORCUCOLORPRFWIIUMOLOR TO MA WITH 17.SUPPLYANDBSE U ITJ NDREOOL NIX TE KEY POOL AND SPA ALARMS WITH ISI 'AGS PXI00 TRANSFORMER WfTH REQUIRED CORD VERIFY w/OVNE0. PREBIETIDED COl00.101NTS FORCONSISTANECOLOR TO MATCH STONE POOLfONI%BASE UNIT AND REMOTE KEY E00 3 POOL FILTRATION TO BE STAMRTE SYSTEM MODULAR MEDIA FILTER 13 0)PENTAIR COMMERCW.CLEAR WATER AUTOMATIC CHLORINATOR IB EXCAVATED MATFRIAL FOR POOL TO BE LEFT ON SITE M BE USED TO RAISE OFF�UNE WITH 0)PPJC FEED AND RETURN FOR POOL WRH VALVES GRADE 6YCONTRACTOR/IANDSCAPR.ORGANIC DRILL AND MATERIAL 4 POOLPUMPTOBEPENTM0.INTEWFLOENERGYEFFICIEM4%160 AND DRAIN PLUGS WASTE TO BE CARTED OFF SITE VARIABLE SPEED PLUS fVRS WTH I2)2'QUICK DISCONNECT UNIONS 12 SUPPLYANDINSTALL2'THICK%24'V/BJETHERMALBWEfTONECOPING 19 UPON COMPLETION OF GUNITE,SUPPLY AND INSTALL CLEAN SAND UNDER 5 POOLSKIMMERS TO BE BLACK PENTAI0.INVRENDEN71YCONNE(T COPING TO BE INSTALLEDWTHSPEGA(i%PRFBlFT1DED MORTARPOR ALL PATIOS COMPACTED IN LIFTS TO PREVENr SETTLING WRH 2'PJC PIPES WRH SEPIRin VALVES AND TILED ON SIDE AND SETTING MATERIALS AND TFC ACLU COLOR PREMIUM GROUT WITH ` BASE OF MOUTH PREOUNDED COLOR JOINTS FOR CONSiSTANT COLOR TO MATCH STONE MSUPPLY,INSTALL AND RFCTRICALLY WIRE(1)PENTAIR INTEWCHLOR SALT. CHLORINE GENERATOR IC 20 WITH PCIW POWER CENTER SUPPLY SALT TO v 6 RETURNS TO BE BLACK HAYWARD DIRECTIONAL ROWWRH PVC STOPS 13 WMYMDMSTALL6'%6'TILESASSELECTEDANDAPPROVEDBYOJ Rl RUN SYSTEM AT STARTUP AND TOR 28 DAYS AFTER SPA IS RUNNING MIDARCHITECTTILESTOBEINSTALLEDW LAMCRETEMODIFIEDPOOL 7 PIPING TO BE PJC SCHEDULED 40WTTH 2'SUCTION LINES(2)1/2- TNWfETANDLAM0.ETE SPECfPAt EPO%Y GROVE(fO MARBIFDUST 21 SUPPLY INSTALL AND EIFCTRICALLY WILE P)PENEAIR INTE111CHl00.SALT. RETURN LINES WITH(2)1/2'AIa HAMMER EQUALIZER SELECTION) CHLORINEGENELATORIC60WITHPCIOOPOV/ERCEMERSUPPLYSALTTO RUN SYSTEM AT STARTUP AND FOR 28 DAYS AFTER SPA IS RUNNING B INSTALLTRACERWREONTOPOFPIPING ANDRUNBACKTOSYSTEM 14 SPATOHAVEAMOMA CWATERFILLWRHPVCWATERSTOPSW WRHVMVEBOXTOLOCATE PIPES FOR FUTURE RUMPLE WATER UNE HOOK UP TO OUTSIDE HOSEBIS(TO BE INSTALLED) 2]POOL CONTIACfORTO RENEW SOIL CO NDRIONSWRHARCHITECT/ ]L ENGINEER DO NOT CONSTRUCT POOL ON POOR SOIL ry N.T 90)SETOFYMAN DRAINSWr[H PVC WATER STOPS rd TOGETHER WITH 15 INSTALLLOOe WRING LOADCENTER(I)II—SI)PERSONAUN (2)WATERWAY 12712'FRAME AND GRATES. KR AND SURGE PROTECTION WIRE(2)FILTRATION SYSTEMS,(]) 23 POOL CONTRACTOR IS NESPONSIBLETO PROVIDE TEMPORARY FENCING HEATERS.D)INTELLULO PUMP MR PAIRS(6)POOL LIGHTS.D) AROUND POOL AND SPA AND ALL WORKING HOOK UPS TO RUN SYSTEM. 10(2)IWDEEP HFATRENRNSONDEEPENDOFPOOLWTIHWCWATER SPA LIGHT AND(3)DATA CABLES FOR IMEWFLO PUMPS GROUND POOL CONTRACTOR SHALL ALSO SUPPLY REQUIRED UNDERWRRTERS STOPS AND 03 JANDY NEVERLUBE VALVE POOL AND SPA SUPPLY AND INSTALL(1)SPA SIDE CONTROL RUPPLY, CERTIFICATE INSTALL AND PROGRAM 0)STANDARD INTERFACE INDOOR CONTROL ■_ DRAWN MH/MS 11 OVEMMDRMNMUMINTOD0.YWE11 AUfOWMCRLL PANEL PANRTOBEINSTAUFDATBMFMEMOFNMW LHOUSE M USE NC CONDURFORPOOR LANDSPAUGHWITHALLWRING SCALE 11d'=1'-0' 10Bp ♦2 .,g 36`i`lScpkmb,02,2016 SHEBT NUMBER A-1 REVISIONS 69'-0" 32'-0" 101_01, 72._0.• 4._p,. ------- \ 1 .\ •J SKIMMER SRNMME0. SKIAUIER i 1J ,� \; ��'1\I�' \ii-i!\1-� I� -4',` -t r IIIII`T \I�J \I�JI \lf l l„ MAN GRAIN L.. C ' iij.i L_ J__�__l.I�i♦ -11'y'<i i_V—L- J J SHALLOW END RnvE DEEP END \I O 3'd DEEP 5'd'DEEP LJ�if7-r i V�i__1iL \ C I / \ MAIN DRAW r\, JL� , .� •J \ � J!. 1 �\•Jr : ; ) I''__ RETURN RETURN Ri - l J , EfNIN S�-� (",l / l.. C BUILTW BENCH 24'WIDE251'OFPM MF) J L� S i ii IP 2y�_ __ _` �a J Ire "I I.NI, i I I - i ICI n I a u _�--�- - --F;---•,T_ -_„ -.,="c=i R E p.•1 n'! l �\1( •� __`_ __k _rr_ _ `_ _!_ ___ __`____i r_r Y- __`_ _ _ __ _ __k r ._`__ _)_COPINGMfELFCTEDk r-r�-�(•� ) ' S. - �� ,n-ii iii CEIVED C�cu ' J.n—•-L: L_;:__��'E:ri_ir_ �O JJ J ' J J J 1 J l �'Z J •� J ,� J J 5pP gyLr;, �/q/, ep q��F L) \ `), ^ \ ') `) ^ \ 1�Il� _T-� N OCT ®'YJ F�Y�l O S�!/QF� I--?—;�r—�--�r -i �'t r_Y J\> ��•- �-t r_Y J\> � `- �-t r_Y JL) 1,` - �-t r Y �;� �-t r Y L> �;.-�D1{IAacFQG o MN i3ys_)L f --'r � •�____L t�i.x�i _ � ZONING BOARD OF APPEALS E' _ __T 0CJ1( - I \ , FLOOR PLAN GARAGE 72._3.. J._D" SCALE: 1/4"=1' �._, U Bldg Dept copy from ZBA O "' Flnai review otument5 x0 3m)TATS(fYP) 2XID PRGOIAJOIST 020'OC (2)3XI2 GIRDER — TH0.0 BoLTED AT EACH POA I I 3/B'THICK O STEEL I ^ 10X10 FG I ANCHOR COLUMN O I O I 22 Q 4 I w AUTOMATIC I GDIE0.I a POOICOVF0. A CROSS SECTION o e GONG PIER � � � °. '°. a a�•° I 1 °0 SCALE: 1/4"=1' m...nu.�ersrrsms .. '•smm.•.wa 4 V8 1 PROVIDEWATER SPIGOT AT POOL FORAU-MMATICWATER PILLS 12 SUPPLYANDINSTALL 2-THICK X 24'WDETHERMAL BLUESTONE COPING. 16 DELIVER REQIRRED LOAD$OF WATER TO FlLLSWIMAUNG POOLAND SPA COPINGTO BE INSTALLED WRH SPEC MIX PRE BLENDED MORTAR FOR. U) 2 POOLUGHATOBENEX%USMELDDYBIANCOINLEDWITHD) SETING MATERIALS AND TK ACCU COLOR PREMIUM GROUT WITH IT SUPPLY AND INSTALL(3)POOL SONIX SOLAR POOL AND SPA ALARMS WITH PXI00 TRANSFORMER WITH REQUIRED CORD VERIFY w/OWNER PREBLENDED COLORIOINTS FOR CONSISTANT COLOR TO MATCH STONE POOL SONIX BASE UNIT AND REMOTE KEY FOB 3 POOL FILTRATION TO BE STA-RITE SYSTEM MODULAR MEDIA FlLTEA 13 0)PENTAIR COMMERCIAL CLEAR WATER AUTOMATIC CHLORINATOR 18 EXGAVATED MATERUL.MR POOL TO BE LEFT ON SITE TO BE USED TO MISE OFF UNE WITH 0)P PVC FEED AND RETURN FOR POOL WITH VALVES GRADE BY CONTRACTOR/LANDSCAPER ORGANIC DEER AND MATERIAL LJ F 4 POOL PUMP TO BE PENTAIR INTFWFLO ENERGY EFFICIENT 4X160 AND DRAM PLUGS WASTETOBECARTEDOFFSRE r7 VARIABLE SPEED PLUS SVR WITH(2)T QUICK DISCONNECT UNIONS E� 12 SUPMYANDINAALLTTHICKX24'WIDETHERAIALBLMEST ECONNG 19 UPONCOMPIETIONOFGUNITE•SUPPLYANDINSTALLCIEANUNDUNDM 5 POOLSKIMMFASTOBEBUCKPEMAIRINOEPWDEMLYCONNECT COPINGTOBEINSTAIIFDWTISPEC-AIX PREALENDEDMORTARFOR ALL PATIOS COMPACTED IN LIFTS TO PREVENT SETTLING WITH T PVC PIFES WITH SEPERATE VMVN AND TILED ON RDE AND SETTiNGMATERULSANDTECACCUCOLORPREMIUMGROUTWTTH BASEOFMOUTS PROLONGED COLOR JOINT FOR CONSISTANT COLORTO MATCH STONE 20 SUPPLY.INSTALL AND ELECTRICALLY WRE D)PENTAIR INTELLICHLOR SALT N CHLORINE GENERATOR IC 20 WITH KIM POWER CENTER SUPPLY SALT TO 6 RETURNS TO BE BUCK HAYWMD DIRECTIONM FLOW WITH PVC STOPS 13 SUPPLY AND INSTALL 6'X6'TILES AS SELECTED AND APPROVED BY OLVNERT RUN SYSTEM AT STARTUP AND FOR 28 DAYS AFTER SPA IS RUNNING AND ARCHITECT TILES TO BE INSTALLED WITH LATICNETE MODIFIED POOL T PIPINGTO BE PVC SCHEDULED40WITE12-SUCTION LINES. THWSETAND IAi1CREA SPECTRAL EPDXY GROUr(IO MARBIEDUA 21 SUPPlY.INSTALL_ANDEIEC CT YWIREU)PE MRINTEW MRSALT RETURN UNESWTH(2)la,NR HAMMER EQUMULDR M.-MN) CHLORIN E GENERATOR IC 60 WITH KIDD POWER CENTER.SUPPLY SALT TO RUN SYSTEM AT STARTUP AND FOR.26 DAYS AFTER SPA IS RUNNING 81NSTALLTRACMWTREONTOPOFPIPING ANDRUNBACKTOSYSTEM 14 SPA TO FUVEAUTOMANC WATER FILLWITH PVC WATER STOPS WITH WFM VALVE BOX TO LOCATE PIPES FOR FUTURE REPAIRS WATER LINE HOOK UP TO OUTSIDE HOSE BID(TO BE INSTALLED) n POOLCONSPARORTOREVIEWSOILCONDSTONSWTHARCHIfECT/ A hr ENGINEER.DO NOT CONSTRUCT POOL ON POOR SOIL 90)SETOFTM,U DRAINSWITHNCWATERSTOPSTd TOGETHMWTTI 15 INSTALL 100,m WIRING LOAD CENTER.0)110+3D PERSONALITY (2)WATERWAY I2-XI2-FRAME AND GRATES KR AND SURGE PROSECTION WT E(2)FILTRATION ASTEMS.(2) 23 POOL CONTRACTOR IS RESMNSIBUTO PROVIDE TEMPORARY FENCING HEATERS.0)INTEWFLO PUMP FOR.SPAJETS(6)POOL LIGHT U) AROUND POOL AND SPA AND ALLWORKING HOOK UPS TO RUN SYSTEM. ID(2)IUTDEEP HEATRETURNSONDEEPETIDOFPCOLWTHPVCWATER SPA LIGHT.AND(3) CABLES FOR INLEUJFLO PUMPS GROUND POOL CONTRACTOR SHALL ALSO SUPPLY REQUIRED UNDERWURERS STOPS AND U))ANDY NEVERLUBE VALVE POOL AND SPA SUPPLY AND INSTALL(1)SPA SIDE CONTROL SUPPLY, CERTIFICATE, MSTALL.AND PROGRAM U)STANDARD INTERFACE INDOOR CONTROL pRAYM MH/MS 11 OVERFLOW DRAIN TILIED INTO DR WELLVU AUTOMATIC PILL PANEL PANEL TO BE INfTAUED AT BASEMENT OF NEW POOL HOUSE SCALE 11411'-C' USE PVC CONDUIT FOR POOL AND SPA UGHTS WITH ALL W RING. lOB X 4� � N Se ICmbC122,2016 SHEETNUMBER. A-1