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HomeMy WebLinkAbout39824-Z Of Soo T,yo`o Town of Southold * * P.O. Box 1179 c 53095 Main Rd urm Southold, l ew York 11971 /CERTIFICATE OF OCCUPANCY No: 46927 Date: 03/25/2026 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 2670 Deep Hole Dr Mattituck, NY 11952 Sec/Block/Lot: 121-4-10 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/19/2015 Pursuant to which Building Permit No. 39824 and dated: 06/01/2015 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 inground swimming pool fenced to code as applied for. The certificate is issued to: Dadourian G 2023 Family Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 39824 11/22/2016 PLUMBERS CERTIFICATION: Au o ' ed S'gn ure ��S�►fFut��a TOWN OF SOUTHOLD BUILDING DEPARTMENT H TOWN CLERK'S OFFICE 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#: 39824 Date: 6/1/2015 Permission is hereby granted to: Dadourian, Karmen 5 Ridge Cir Manhasset, NY 11030 To: Construction of an inground swimming pool as applied for with flood permit. At premises located at: 2670 Deep Hole Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 121-4-10 Pursuant to application dated 5/19/2015 and approved by the Building Inspector. To expire on 11/30/2016. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 Flood Permit $100.00 2'71_n�speic or : $400.00 Bu' ding OF SO!/T�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 �Q roger.richertR-town.southold.ny.us Southold,NY 11971-0959 olycoU ,� BLAI.,DING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dadourian Address: 2670 Deep Hole Drive City: Mattituck St: New York Zip: 11952 Building Permit#: 39824 Section: 123 Block: 4 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: L.C. Electrical License No: 38043-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 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 Fixtures Time Clocks 1 Disconnect Switches 2 Twist Lock 1 Exit Fixtures IA TVSS Other Equipment: Inground Swimming Pool to Include; Bonding, 2- Pool Lights, Sub Panel, 2- GFCI Circuit Breakers, Salt Generator, Gas Pool Heater, Pool Cover Motor. Notes: Inspector Signature: Date: November 22, 2016 0-Cert Electrical Compliance FormAs SOUlyolo +� �ycOUHi'1 A TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 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) REMARKS: DATE �� INSPECTOR / 4 �OF SO(/Th, � O �ycou I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ICog-v h All I-oil FL(AK '`� Sd �•i �Ilt S f�h�w � Vt� DATE 11,4,60 t& INSPECTOR SO(/Th�! � o cou a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [elULA N FRAMING / STRAPPING [ L PooL� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN L) REMARKS: ft 16 k �mw twav, 7 n DATE INSPECTOR ' 4,q un—b�itE POOIS /nc. Construction-Maintenance-Liner Replacement-Marble Dusting-rnov ____,,aser 2 4 2015 December 21, 2015 Re: 2670 Deep Hole Drive, Mattituck To Whom It May Concern, I writing to let you know that we are longer the contractor for permit number 39824. The property is located at the above address and is owned by Greg & Karmen Dadourian. Please remove our Worker's Compensation and General Liability certificates from this file. Thank you for your assistance in this matter. Best regards, 711� Raine y g nga Office Manager www.sun-brite ools.com rainy@sun-britepools.com eddie@sun-britepools.com P.O.Box 1736—East Quogue,NY 11942 Office:631-653-8788—Fax.631-653-8915 r Bunch, Connie From: Gregory Dadourian <gregory.dadourian@gmail.com> Sent: Tuesday, December 06, 2016 10:40 AM 71-4 To: Jarski,John Y1 Cc: Bunch, Connie IA Subject: 2670 Deep Hole Drive Pool Inspection l�? v '-LV1 41cj John It was a pleasure meeting you last Friday at our house at 2760 Deep Hole Drive . I have been working on getting you the pool information that you requested. Below is a link to the brochure for the Coverstar swimming pool cover that has been installed on our pool . http://lathampool.com/literature/Coverstar AutoCovers.pdf? hstc=116097241.e80a771adc503f8cdela787284 88758b.1480979563119.1480979563119.1480979563119.1& hssc=116097241.6.1480979563119& hsfp=l 420203459 I have also attached some pictures of the grade beams and rebar that were installed. The last attachment is the rebar/helical pile design and installation log. The entire pool project was designed and overseen by Jeff Butler, who is one of NYS licensed engineers. Jeff inspected the job multiple times, including during the installation of the piles, rebar, and grade beams. I am also working on installing the top railing for all of the fencing. I hope to have this done by late this week/early next week. I will of course let you know when its completed so you can return for a final (hopefully) inspection. Regards Greg Dadourian -- D Mendocino Properties . �. 1300 Jericho Turnpike �' DEC - g 2016 New Hyde Park,NY 11040 516.567.1323 T'-JTv,)TN-G DEFT. 1 http://Iathampool.com/literature/Coverstar_AutoCovers.pdf?_hstc=116097241.e80a771 adc503 f8cde 1 a78728 488758b.1480979563119.1480979563119.1480979563119.1& hssc=116097241.6.1 480979563 1 1 9& hsfp =1420203459 -CEO. _ ED DEC - 9 2016, - ' BTJMDLNG DE'r.. �ei �1 TQ . ED-- I have also attached some pictures of the grade beams and rebar that were installed. The last attachment is the rebar/helical pile design and installation log. The entire pool project was designed and overseen by Jeff Butler, who is one of NYS licensed engineers. Jeff inspected the job multiple times, including during the installation of the piles, rebar, and grade beams. I am also working on installing the top railing for all of the fencing. I hope to have this done by late this week/early next week. I will of course let you know when its completed so you can return for a final (hopefully) inspection. s i D 1 0 ° • " � ! 1 Ie c � Ie 1 C 1 IMULATION STATE ENERGY • r • br a •� r � t� � NCO 400�' Ilff MI I. - 1 • s TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,N.Y. 11971 4 sets of Building Plans TEL.: (631)765-1802 Planning Board approval FAX: (631)765-9502 22 Q Survey www.northfork.net/Southold/ PERMIT NO. J LKR4;a Check Septic Form N.Y.S.D.E.C. Examined D !'�� E � Contact:Trustees Approved ,2006 Mail to:SUFFOLK ENVIRONMENTAL MAY 19 Disapproved a/c `"' P.O.Box 2003;Bridgehampton,NY 11932 PUG. DEPT Phone: (631)537—5160 TFIOLD Expiration �l� , (Building Inspector) APPLICATION FOR BUILDING PERMIT Date April 22,2015 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 waterway. 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 co*, and regulations, and to admit authorized inspectors on premises and in building for necessary in tions. (Signature of applicant, or name, if a corporation) Suffolk Environmental Consulting,Inc. P.O.Box 2003; Bridgehampton,NY 11932 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder AGENT Name of owner of premises Karmen Dadorian (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. N/A (Name and title of corporate officer) Builder's License No. Plumber's License No. Electrician's License No. Other Trade's License No. 1. Location of land on which proposed work will be done 2670 Deep Hole Road Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 0123 Block 04 Lot 010 Subdivision N/A Filed Map No. - N/A Lot N/A (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a.Existing use and occupancy Residence , b.Intended use and occupancy Residence wirth pool 3.Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work pool ' (Description) 4.Estimated Cost­,,,,,- $50,000± Fee .(To be paid on filing this application) 5.If dwelling,number of dwelling units N/A Number of dwelling units on each floor N/A If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify naturedCtent pch type of use N/A 7.Dimensions of existing structures,if any: Front N/A Rear Depth Height N/A Number of Stories N/A Dimensions of same structure with alterations or additions: Front N/A Rear N/A . Depth ' N/A Height N/A Number of Stories N/A 8. Dimensions of entire new construction: Front 20' (max.) Rear 20' (max.) Depth 50' (max.) Height <28.0' Number of Stories 1 Story 9. Size of lot: Front 75' Rear 113.50' Depth 467.00' 10.Date of Purchase N/A Name of Former Owner N/A 11. Zone or use district in which premises are situated R-40 - • 6& Acrcs 12. Does proposed construction violate any zoning law, ordinance or regulation: YES X NO 13.Will lot be re-graded YES X NO Will excess fill be removed from premises: YES NO X 5 Ridge Circle 14. Name of Owner of premises Karmen Dadorian Address Manhassett,NY 11030 Phone No. (917)973-3195 Name of Architect N/A Addres Phone No. Name of Contractor. N/A Address N/A Phone No. N/A 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. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK Bruce A.Anderson being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. (S)He is the Agent-Suffolk Environmental Consulting,Inc. (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 this knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this " day of f lC. 201S Notary Public Signature of Applicant Matthew D.ivans Notary public of New York No.OlIV6053859 Qualified in Suffolk uary 22,201 7 Commission Expires •-jW114 T. T.CRRY P.O_ nw- 1 IT) TOWN CLERK S-11,0111. Nc-.Ytirk ItEGIs,rP/,,R OF VITAL STAT151IC5 -A� cf-I (Gb Fax (5 16) 765-19--s-,4 MARRIAGE OFFICER � rZECORI)s MANAGEMENT 01,rICEII 01 Tcicph onc (516) FREEDOM OF INFORMATION OFFICER 0 FF I CC, OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations of the Code of the Town of Southold: "Floodplain Development. Permit 7/Rpplication" (FDP(93) ) and "Certificate of Compliance frr Develc%pment in Special Flood Hazard Area [C/C(93)] . TOWN OF SOUPiOLD Aud t h T. Terry Southold Town Clerk August 25, 1993 r APPLICATION PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION t GENERAL PROVISIONS (APPLICANT to read and s_iign)- 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein_ 3. If revoked, all work must cease until permit is re=issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if 6o work is commenced within six moaths of issuance-. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator-or his/her representative to make rmasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENT'S TO _ THIS APPLICATION ARE,TO THE BEST OF Y KNOWLEDGE,TRUE AND ACCURATE. , (APPLICANT'S SIGNATURE)A—" A DATE 23 f 1 r SECTIOII 2: PROPOSER DEYELOENIENT .�c completed by APPL ICAf�`Tl NAME AD D R ESS TELEPHONE APPLICANT BUILDER ENGINEER PROJECT LOCATION' To avoid delay in processing the application, please provide enough information to easily idcatify the project location. Provide the meet address, lot number or legal description (attach) and, outside, urban areas, the distance to the nearest intersecting road or well-known landmark A skctcb attached to Phis application showing the project location would be helpful. FDP(93) .X • i APPLICATION, PAGE 2OFd DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure ❑ Residential (14 Family) ❑ Addition ❑ Residential (More than 4 Fa.mJy) ❑ Alteration ❑ Noo-residential (Floodproofing? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ DemdUtion' ' P ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?- ❑ Ycs) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) , ❑ Drainage Improvements (Including Culvert Work) ❑ Roa?, Street or Bridge Construction ❑ Svision (New or Expansion) / ❑ In dual Water or Sevier System f G Other (Please Specify) Aftcr completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. . Dated The Proposed Development: ❑ Is EQ1 located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Ls located in a Special Flood Hazard Area. FIRM zone designation is too-Year flood elevation at the silt is:' ' Ft. NGVD (MSL) ❑ Uoavailablc ❑ The proposed development is located in a (loodway. FBFIA Pancl No. Datcd ❑ Scc Srction 4 (or additional instructions SIGNED DATE APPLICATION rV PAGE ) OF 4 SECTION 4 ADDfTIONAL INFORMATTON REQUIRED (To he comnleted by LOCAL ADMTNIST'RATOR) The applicant must submit the documents checked below before the appbcauon can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjaeeot roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed cicvation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofwg of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodprooftng protection level (non-residential only) Ft:NGVD (MSL). For floodproofed structures, %ippGcaot must attach certification from rf.gislered engineer or architect. / ❑ Certification from a`registered engineer that the proposed activit�in a regulatory floodway will not result in.anY increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other.. SECTIONS PERMIT DETERMINATION fTo be completed by LOCAL ADMIN[aRATORI I have determined that the proposed activity. A.O Is B. ❑ Is not in conformance with provisioru of Local Law-if , 1-9_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a wri(ten summary of deficiencies. Applicant may revise and resubmit an appbca(ion to the Local Administrator or may request a bearing from lbe Board of AppcaJs. I APPLICATION h, PAGE 4OF4 APPEALS: Appealed to Board of Appeals? ❑ Ycs O No Hearing date: Appeals --- ?—o Yes Ne Conditions SECTION 6• kS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This sccdoo must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1. Actual (As-Built)Elevation of the top of the lowest floor, including basement(in Coastal Hieh Hazard . Areas bottom of lowest structural member of the towest poor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOT Any work performed prior to submittal./of the above information L at the risk of the App6'cant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES O NO SECTION 8' CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADIITINISTRATQR) Certificate of Compliance issued: DATE BY: J � i t i Attachment B ! BAMP;LE j CERTIY CATE 'F COMPLIANCE For Development in a Special Flood Hazard Area Iy l I I iF e TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA rncx n MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: D NEW BUILDING 0 EXISTING BUILDING O VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VAR-LANCE # , DATED SIGNED: DATED: CIC ( 93 ) BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK i PERMIT NO. 8568 DATE: FEBRUARY 18,2015 ISSUED TO: KARMEN DADOURIAN �[ PROPERTY ADDRESS: 2670 DEEP HOLE DRIVE,MATTITUCK SCTM# 123-4-10 iE AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 18,2015,and in consideration of application fee in the sum of$250.00 paid by Karmen Vartanian&Gregory D.Dadourian and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees e authorizes and permits the following: Wetland Permit to install a 201x50' swimming pool; pool drywell; pool equipment area; pool enclosure fencing; area surrounding the proposed swimming pool is to be re-graded utilizing resultant+/-185 cubic yards of fill from pool excavation; and for the existing 4' high metal fencing; and as depicted on the survey prepared by 1 Kenneth M. Woychuk Land Surveying,PLLC, last dated December 10,2014,and stamped approved on February 18,2015. ` IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Bgq as of this date. IL � h�o�gUFFO(,�►�o� o � 4 y : Q W y.�►O• �aQl� Charles J.Sande -Absent y � NO � i 1 Michael J.Domino,President ®E SU(/TjyO Town Hall Annex John M.Bredemeyer III,Vice-President �� l� 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith G ® pQ Telephone(631)765-1892 A.Nicholas Krupski © Fax(631) 765-6641 f�&OUM`1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 4 t_ ?x MAR 2 5 2026 ' CERTIFICATE OF COMPLIANCE 1-s?--';ry # 1369C Date:July 25,2017 THIS CERTIFIES that the installation of a 20'x40' swimming pool; pool drywell,pool equipment area;pool enclosure fencing;area surrounding the proposed swimming pool is to be re-graded utilizing resultant+/-185 cubic vards of fill from pool excavation;and for the existing 4' high metal fencing;with a dewatering plan for the in-ground swimming pool with the out-flowing occurring beyond 100' from the wetland boundary;construct a 43.8'x22' on-grade bluestone patio against the westerly side of the proposed pool with a French drain installed along the westerly side of the patio;and to re-sod the entire property behind the house to the fence line; At 2670 Deen Hole Drive,Mattituck Suffolk County Tax Map#1000-123-4-10 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 12,2015, pursuant to which Trustees Wetland Permit#8568 Dated February 18,2015,was issued and Amended on March 23,2016 and Amended again on April 22,2009 and Amended again on November 18,2009 and Amended again on March 22,2017 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 installation of a 20'x40' swimming pool:pool drywell,pool equipment area; pool enclosure fencing;area surrounding the proposed swimming pool is to be re-graded utilizing resultant+/-185 cubic yards of fill from pool excavation;and for the existing 4' high metal fencing;with a dewatering plan for the in-ground swimming pool with the out-flowing_occurring beyond 100' from the wetland boundary; construct a 43.8'x22'on-grade bluestone patio against the westerly side of the proposed pool with a French drain installed along the westerly side of the patio;and to re-sod the entire property behind the house to the fence line. The certificate is issued to KARMEN DADOURIAN owner of the aforesaid property. e - All. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY C Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 www.dec.ny.gov NO PERMIT NECESSARY May 14, 2015 Karmen Dadourian 5 Ridge Circle Manhasset, NY 11030 Re: DEC# 1-4738-04384/00001 2670 Deep Hole Road Mattituck, NY 11952 SCTM# 1000-123-04-010 Dear Mr. Dadourian: The Department of Environmental Conservation (DEC) has completed a review of your proposal to install a 20' x 50' swimming pool and associated structures more than 75' from the tidal wetlands boundary as shown on the survey prepared by Kenneth M Woychuck last revised February 23, 2015. Based on the information you submitted, DEC has determined that this project is listed in ....._.the Tidal Wetlands Land Use Regulations (6NYCRR Part 661.5) as a use not requiring a permit. Therefore, no permit;is required under the Tidal Wetlands Act (Article 25) of the Environmental Conservation Law. Be advised, any additional work or modification to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, George W. Hammarth Permit Administrator sla cc: Suffolk Environmental Consulting BOH—TW file rEt wvoEtEc Department of sp ttor wrnmwarr Environmental ?� Conservation I SO�lyol � o Town Hall Annex 41 Telephone(631)765-1802 54375 Main Road �+ax gg pp2 I' P.O.Box 1179 G Q foner.richert Q( JtOWII Soufnold ny us Southold,NY 11971-0959 3 yOwn BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: ;- License No.: Address: W Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: K h o Gdo un' CY) ! *Address: l *Cross Street: *Phone No.: Permit No.: G<6 a f! Tax-Map District: 1000 . Section:_L'-_ Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) . (Please Circle All That Apply) �,�, *Is job ready for inspection: (� NO. Rough In Final *Do•you need a Temp Certificate: YES!dTO Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I - *New Service: Re-connect Underground Nurrlber of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82=Request for Inspection Form �q�t1FFC /rlq� S`]F 01K1\M[WA\`][�]E1K Scott A. Russell SUPERVISOR U I\\1[A\,,NA G�]EI�VI[]EN�C' Ibb 53095 ain Road-S SOUTHOLD TOWN HALL-P.0.Box 9 OUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑0 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted -- -- - -- ---op FIRM-Map of any-watercourse.- ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. _ _ .... ... _.._ . .. . . . _.._...... . . If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT, (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: District NAME: I > P ml Section Block Lot 15i3nalufe) / :t:j;;k;k F(.)R BUILDING DEPARTMEN-F USE ONLY"" Contact Information: Reviewed By: Date: 5_1q _ Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — ��,_7 Approved for processing Building Permit. 1 p — — Stormwater Management Control Plan Not Required. "` �- N/�/ �� l�� Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. #: 1000 surF CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) 7,,- Q k 2-3 ¢ /> Stormwater Management Control Plan CHECK LIST NAME: Section Block Lottoz S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pieasc PnN Date: °44 The applicant must provide a Complete Explanation and/or Reason for not providing — �•!�^ ��?'J I o df—Z3 —/5 ��b ��a all Information that has been Required by the following Checklist! >ienawrc 7d.Puoo rv�mur 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries �0 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). ' DRAINAGE 1 d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. Contact TOS Engineering e. Limits of Clearing & Area of Proposed Land Disturbance. 0� Rackfill,OR Provide Engllneeios f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) 0� I mina has beeninstalled g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. �0 h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. A Well�0 j. Location of proposed Soil Stockpile Area(s) 0�0 ': k. Location of proposed Construction Entrance/Staging Area(s). 00 1. Location of proposed concrete washout area(s). 0 M. Location of all proposed erosion&sediment control measures. 00 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate p 0Lam,,, ,� ,� �;• �. s L on-site the run-off from all impervious surfaces generated by a two(21 inch 0�0 rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. EZ1=1. b. Construction Entrance & Site Access. �0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) �0 d. Leach ing Structures (e. . infiltration basins,swales,etc.) ._............... ... ... .... .. . ._. l'011 LNGINIEL tlt G DEPr' )11' T USE ONLY I; Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: - — — — — — — — — — — — — — — — — — — — — — — — — i Stormwater Management Control Plan is Complete. .,j Date: .'� Z( �� ® SMCP has been approved by the Engineering Department. I FORM * SWCP Check List-TOS MAY 2014 POO ,, DRYWELL DETAILS`y '4- A tW t b a y 3 y jO } . 24"Diameter Cast Iron Inlet Grate&Frame S"Precast Concrete Slab Precast Concrete Chimney 8'Diameter 4'Deep g Grade Precast Concrete , Leaching Ring t: Pool Drainage Pipe g g (typical) s 4' i ••� n ' A4G arctro �' ' ' z' GROUNDWATER l Clean Sand&Gravel Fill � 1 Pool Drainage Pipe 6 (typical]) - 24"DiameterCast Iron Inlet Grate&Framefj F tf.li x 8�t4PrQC8Sti k xoncretP Stab % t #, 7 Proposed : i Proposed Haybale Line ' "~ Haybale Line r , ,,�. _�,~T,:f-., �:*=w4.._.,z.�r�•..c..,�..�; ,�..,w.�»:�sr..v�ce::�*«H�:t�:. =r;�:a+..r.:r;- sue.,s�� ;, a it c.��.. r No z"x z"Stake , , Bound Hay Bales DRAINAGE.IN PECTIONS ARE REQUIRED \` f✓ s \\��f`4 Contact TOS E ;a{gineering at 765-1560 befo } , Y\ Backfill,OR Pr :vide Engineer's Certification that the drain ge has been installed to;Cod WILL, FLOW-"'�1 xs ( = flab • r EROSION& EDIMENT CONTROLS X _ ...- j� Shall�motu brl ;not.be limited to: ction En �A wefl�nain alriLetl::Constru 8 \ Vfir,03acke iftEeACing, stab,Wtati, F"0=1 00111110•- z x z Stake Bound Hay Bales ! _ ' . 2. ------ '~ i -- TIDAL WETLANDS BOUNDARY AS G F NVIRONMENTAL CONSULTING 'APPROVAL OF STORMiAIAE� �E z,2014 CONtRO P Code 4"Vertical Face -- — — - ---- Date: Z DA . --'N Pro er=t STORM 1` AGEMEN,T CONTROL PLAN, w Situate 2670 Deep Hole Road New York Date: April s,2015 SUFFOLK ENVIRONMENTAL Scale: 1.0"=40.0,t(Site Plan Only) CONSULTING, INC. Drawn by: mdi P.O.Box 2003 -Bridgehampton-New York- 11932 of Comments: Prepared for regulatorg submission. (631)637 . 5160(office)-(631)537—5291 (facsimile) S.C.T.M. No. DISTRICT: 1000 SECTION: 123 BLOCK: 4 LOT(S): 10 DEEPl49.5' 1,y 43Ao A1►�/�IOfY1NGY� ati 75-009 t:Y.�"YRD OF "RIUSTEES:,, . Z." .. Cyr''i c : ` � 01 le e.u, 33. i. . 72.1' R .' . itHOf PAI1W71p AI/b .Q• tL9' 32.1 GA is O i Qv q L • y � L 1• 1.D• � i 03 1 D9 tv D WOOD or 6 C -� r 28. ss, T � FRY. ';;:;oi•`.:j SHED BRICK PATIO PROPOSED 7 o'` W/PERCOLA POOL EOP:l PROPO� •:Y WEMLLL PPMOL ELEV. 8.2 Y 36.0 „vih'i p DR BROWN' SWODPS BROWN UMW CLAVEY gRM ry WML FROY'PDOL MED M a E1fG1VA110N (1a.f' C.Y. #) X CM 5 1' X METAL FENCE GATE 6 WATER IN IMTER o.3.1 B 11 PROJECT IJ1I11NG MED M AS FLAGGED By W"M 9MRONWffAL,WNSLLTM LINE OF FNYBNES DUNE Z 2014 COARSE 112 8-2-0003 11 lF � '4'FFP �3'°cT rf�ao ' ADD PROPOSED POOL 12-10-14 UPDATED 06-02-14 FINAL SURVEY 2-1-02 FOUNDATIN LOCATION 6-27-01 THE WATER SUPPLY, WELLS, DRYWELLS AND-CESSPOOL LOCATIONS SHOWN;ARE.FROM.•FIELD 'OBSERVA�770NS AND OR DATA OBTAINED 'FROM OTHERS FIRM ZONE AE (EL 8) ELEVATION DATUM: NGVD 1629------------------ AREA: 37,078.1 S.F. OR 0.85 ACRES UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORX STATE EDUCA77ON LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS, EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED T0: KARMEN DADOURIAN; MAP OF: FILED: SITUATED AT: MATTITUCK TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design .'+ P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE #20-86 SCALE: 1"=50' DATE: JUNE 9, 2000 14�N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy do Kenneth M. Moychuk POOL DRYWELL DETAILS � F No Scale , 2e Diameter Cast Iron }` Inlet Grate&Frame 8"Precast t' Concrete Slab Precast Concrete Chimney 8'Diameterx 4'Deep LL Grade Precast Concrete Pool Drainage Pipe Leaching Ring typical % $ �.. i '79 n 4 m i' ROdr OV[]R' r. z' T yt11 GROUNDWATER Clean Sand&Gravel Fill f;• F- Pool Drainage Pipei (typica� 24"Diameter Cast Iron E' rr ( Inlet Grate&Frame 1 Proposedff Proposed � xl Haybale Line ' * Haybale Line RM - "�`' f' �RCOL^ enecic'PATIO STRAW BALE DETAILS s, No Scale ' t�L 2"x z"Stake Bound Ha Bales IN 4 y PECTIONS ARE REQUIRED Contact TOS E '` meerin at 765-1560 befo Backfill,OR Provide Engineer's Certification OF VIRCE that the drain Be has been installed to;Cod SO" EROSION& EDIMEIIT CONTROLS X LOAM x Shall- Fx #inot be limited to: Construction En Aanre{l:main atr�ed;C 8 �re3acke ;Silt:EeRC+n&stabWzati f� .. It�`': . . \\\\ ;"x 2"Stake ./ , ; •,,R Bound Hay Bales �•- 0 hl ����_�,�4•,�rr�f s __ �` - TIDAL WETLANDS BOUNDARY AS ��cc��pp F NVIRONNIENTAL CONSULTING ----- — ��_—` APPROVAL OF STORM WA f MAI� amwj E z,2014 CONTRO P Code r 23i 4"vertical Face 'Date: Z APP Y� DADOURIAN Property - SIT ORMWA MANAGEMENT CONTROL PLAN Situate: 2670 Deep Hole Road Mattituck ■ Town of Southold ■New York SCTM #: 1000—123—04- 010 Date: April s,2-015 SUFFOLK ENVIRONMENTAL Scale: 1.0"=40.0'±(Site Plan Only) CONSULTING, INC. Drawn by: mdi P.O.Box 2003 •Bridgehampton•New York 11932 of Comments: Prepared for re ulatoru submission. (631) 537—5160(office)•(631) 537—5291 (facsimile) S.C.T.M. NO. DISTRICT: 1000 SECTION: 123 BLOCK: 4 LOT(S): 10 DEEP(49.5-)H0 Asp*,F#C�PA DRIVE S MMAM 3 E 75.00' 207 A ^4� .0' ;;?_ O O iso'ii::::,;:;:;i;:•'ii•".•;f":SPA a IO.�,;;;;;Iy,j;;;:.o;�•• EXISTING UPLAND LOT COVERAGE I 10 WOoO OE tal UPLAND AREA: 34.033 S.F. or 0.78 ACRES DWELLING W/FRONT PORCH: 2,529.2 S.F. 9 N + Q� COVERED PATIO: 298.5 S.F. GARAGE: 492.8 S.F. FRAME SHED: 100.0 S.F. 9 a 6 PERGOLA W/PATIO: 140.5 S.F. REAR WOOD DECK W/STEPS: 636.5 S.F. O z 8 v 'I TOTAL EXISTING UPLAND LOT COVERAGE: 4.197.5 S.F. or 12.3% PROPOSED SWIMMING POOL: 1000 S.F. a TOTAL PROPOSED UPLAND LOT COVERAGE: 5,197.5 S.F. or 15.3% is.. 28.7' . A Ei�t PATIO PROPOSED 7 9 W/PERcoLA Pool EDP. POOL D y wEll 36.0 {►. vim O O MPOSED GRADI SOURCE OF FILL ^,WILL BE FROM POOL A EXCAVATION. (185 C.Y. tj X X 4 METAL FENCE CATS 6 B TIDAL WETLAND BOUNDARY �I PROJECT UZNG AS FLAGGED BY SUFFOLK ENVIRONMENTAL CONSULTING LINE OF HAYBALES JUNE 2, 2014 6 ELEV. 8.2 \ /2 OR. BROWN ' 7 LOAM13 1' BROWN LOAMY CLAYEY SAND 3.5' O /4BROWN e O MEO 0 �F II�^'s �' J• IS COARSESAND FA �J—WR* a 5.1' WATER IN yQC� WATER EL 3.1F'* BROWN MEO TO V sO COARSE SAND REVISED 02-23-15 ADD PROPOSED POOL 12-10-14 UPDATED 06-02-14 FINAL SURVEY 2-1-02 B-2-00 FOUNDATIN LOCATION 6-27-01 THE WATER SUPPLY, WELLS, ORYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS UPLAND AREA: 34,033 S.F. Or 0.78 ACRES AND OR DATA OBTAINED FROM OTHERS, AREA: 37,078.1 S.F. OR 0.85 ACRES FIRM ZONE AE (EL 8) ELEVATION DATUM: NG—V0 1928__________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY /S A V/OLAT/ON OF SECT/ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GU/DE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED-. PROPERTY CERTIFIED TO: KARMEN DADOURIAN; MAP OF: FILED: SITUATED AT: MATTITUCK TOWN OF:SOUTHOLD _ KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK - Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE SCALE: 1„=50' DATE: JUNE 9, 2000 ---' PHONE (831)298-1588 FAX (631) 298-1588 #20-86 N.Y.S. L/SC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk CONN,,PLYV\!lTH ALL CODES OF T11 f; I .I I . '. .1 . I-E &TOWN CODES j CD NEW YORK STA t CONDITIONS OF APPROVED AS NCTFED D AS REQUIRED AND C DATE: Y--B.P. E. 1D - - T ,z Fb9 �i sX40=wlll-- y U I MAY 22 2015 FE,T,,y B m9l-�I:oNti PA�Plgxo -�IQTI Y BUILDING DEPAi-l-IlIvIENT AT ploLl RlUlAlNlllU0ll,?LJ E i .1 CD M%INTRZEES 765-1802 3 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: REQUIRED I. FOUNDATION - TWO RE FOR POURED CONCRETE 2. ROUGH - FRAMIf�G &.PLU,-vlBIN -% I pw X XT 1441 cn 3. INSULAT�QN. w m F� 4. FINAL , cn J.LA BE COM F w 00 SI LL MEET: H �0- REQUIKMENTS OFTH ODES OF 49' YORK STATE. NOT RE ' ONSIBLE DE81GJN OR CONSTRU ON ER S. D CODE Pap SO .0 IN% J" -Lou *t" cl cvoi LL A*ft F4E H I ux,*Cv a Wfk-47;mgz rmsftwcca"%..,. ifqbvj` IVA S19ft IWAI&,W oftAmemn it*m",, - 0w "A%-mat amm's ow 2"= vo*6 19 PC , wm . -I O�0""14 1tis r"p tAPAU".%air%VF�Q* -li�V96AWN.1 %VWA",F*Id uj .1,r TO 's" a u r^wn CUPARCY GIR Ala SE 'IS U LN WFUL R-4 -RON 'mpre, p,g, 2> m WITHOUT-C RTI F LATE N) OF OCCUPANCY "MMEDIATELY" CD ENCLOSE POOL TO CODE UPON COMPLETION BEFORE "WATER" Q LAP SCHEDULE A 03 D E F 6 m Q BAR 51ZE LENGTH(fc'-5000 psi) LIMIT OF POOL COPING ABOVE \— PROPOSED — L — — SURROUNDING GRADE TOP OTHERS I— — #3 2'-0' ® A.PPROX..EL.q.0' + Q + #4 2'-b" 2'-I• . 11 OTHERS�l7 • # 2'-1 _ LIMIT OF / 5 3-4 1of NEW YORK CITY —°— I POOL STRUGTURE ABOVE 4x BAR DIA #b 4'-0' 3'-I' &LONG ISLAND °I I °I I °I I ° OR 4'MIN. #8 b'-b" 5'-2' q — — — — — — — — — Cfl BAR SIZE MINIMUM EiE�ID 800-272-4480 811 °,-o* --° -o °-P °*°-P* ° I °- I m DIAMETER www.dignetnycli.com 1 T ° #3-#b bx BAR DIA or I No.4 BARS, I I° TIE BOND BEAM I la ( I° ,� I l° I la I la ° ° #q-:n Box BAR Dla www.caer state ) + tb" O.G. + -sl---} „ , -I•'�I—+ +�'I—-I- REINFORCEMENT TO +�'�—-� —_—+ -{��+—-I- Q + A Ca #14-#Ib lOx BAR DIA (for other states) ° POOL REINFORCEMENT ° HORIZONTAL (1) 24 x24 x21 L6 b h ° 6RADE BEAM (MIN) b I' b — By law,excavators and contractors working in the T T (3 � ) T :° T T ° T T ° �' 3 TIES PER LOOP,TYP T o—T T ° _T T ° T 3,5o0 PSI CONCRETE x � five boroughs of New York City and Nassau and � —� FOR CLARITY SEE •� Suffolk Counties on Long Island must contact —° ° (TYPICAL) -—° -�'_—° SECTION 'A' THIS DWG 'I'__4 -I-_—A 16 DigNet, 1-800-272-4480 or 811,at least 48 hours ° ° BAR SIZE MINIMUM BEND _ __ __ __ __ _ APB DIAMETER but no more than 10 working days(excluding T -r rt I I '� �' t '�- t �- t 1 T �Pfi O, weekends and legal holidays)prior to beginning MAIN REINFORCEMENT '`'y� '�-'� 4x BAR VIA Y digging 2 — — OTHERS SAME AS MAIN an mechanized di in or work REINF. ensure underground lines are marked. °I ° ° Excavators and contractors can also submit -F— ° + -7+ +—s-+ -}'—$--� -I-— + .�._'-.+ .i. ALT HOOK locate requests online,through ITIC.If you do not ° ° a ° a ° ° POSITION currently use ITIC,please call 1-800-524-7603 I° I 1°° I 1°° I I I I I 1°° 1 1% 1 ALTEFRNATIVE ALTERNATIVE T -°T NOA BARS, T.— —°T T—-°T T——°T ° �,• for more information. � � T——°T T——°T ion O.G. �- § For safety reasons, homeowners are strongly p HORIZONTAL r_1 r�J �Y encouraged to call as well when planning any ° D type of digging on their property.Homeowners 51 I t° °t ° °t -r°. °t -r' °t -r° ,t can contact us directly at 1-800-272-4480 or by TIES STIRRUPS calling 811,the national call before you dig O I I I number. For excavation work completed on (� ° ° ° ° ° personal property, it is the contractor's °° °W STIRRUPS AND TIES responsibility--NOT the homeowners-to contact 2 — 1 I — ( I — — I 1 — EB I 1 — DigNet. Having utility lines marked prior to — — digging is free of charge. ° ° ° ° POOL ABOVE ° TYP. REINFORCING BAR HOOKS AND BENDS �°- - - T.O. GOPING = iq.Ob' - ` -- - -- � -�-� I 1 6"xb" CHANGE 1 1 1 I WATER EL. = ib.5&' I ( I 1 I I 1 ' I t �f t � �'fi t��fi t��fi t��fi t��—t ti t PILE GAP 1 1 1 °1 °1 6150-0465 WITH °1, °1 °1 °1 °1 °1 °1 °1 HELICAL PILE BELOW, I s + SEE POOL PROFILE + —lo°° a} +—1 + _�°a+ :}—_°a�. -� _ I (TYPICAL OF ALL I � POOL PILES) T° oT T ° ;T T —;T T a—'T T —;T T a—"T T, ° DEMOLITION AND GOMPAGTI ON NOTES: I DEMOLITION 50 C-RADE PREPARATION GONTINUM: ( °'� fi° °--�. LIMIT OF POOL J-==1 1--1 1__1 1-_1 T °-L I. START OF DEMOLITION SHALL ONLY 5E61N AFTER THE IDEMOLITIO14 CONTRACTOR HAS BEEN 4. FILL SELECTION AND COMPACTION CONTINUED: Q I ( I I SHOWN THE PROPER REPORTS STATING THAT ALL HAZARDOUS MATERIALS HAVE BEEN REMOVED -THE ENGINEER RESERVES T14E RIGHT TO HAVE SOIL TESTS PERFORMED TO CONFIRM THE SUITABILITY ���° ° INTERIOR WALL ABOVE FROM THE 51TE USING FEDERAL,STATE,AND LOCALLY APPROVED METH005 AND PROCEDURES OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND COMPACT THE FILL MATERIAL IN 6 INCH � ° 1 I °' 1 ° 1 v � ° tc F�1 N FOR THE MATERIAL IN QUESTION MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO q5%OF THE OPTIMUM DENSITY. COMPACTION 2. ALL 5TR1.1GTURE:5,BOTH ABOVE AND BELOW GRADE ARE SHOWN AS A GUIDE'.FOR DEMOLITION. SHALL BE A6COMPLI5HED AT NO LE55 THAN OPTIMUM M015TURE CONTENT UP TO 2%WETTER.OPTIMUM _ _ _ _ _ LIMIT OF POOL COPING ABOVE� — � � V r LOCATION OF SUBSURFACE STRUCTURE5 ARE E5TIMA•,TED TO BE LOCATED AS SHOWN.THE DENSITY AND OPTIMUM MOISTURE CONTENT SHALL BE AS DETERMINED BY A57M 0I557. NO RUBBLE. W ((� CERTIFYING ENGINEER DOES NOT ATTEST TO THE AG(OURAGY OF THE LOCATION OF THE TRASH.BOULDERS.OR OTHER DEBRIS WILL BE ALLOWED AS FILL MATERIAL IN ANY USAGE. 3 ^ 5UBSURFACE STRUCTURES SHOWN OR TH05E STRUGTUIRE5 NOT SHOWN. 5. FOR UNSTABLE 501L5 WITH LEE--THAN 250 FSF COHE51ON OR ULTIMATE BEARING CAPACITY OF LE55 �b EQ. EQ. EQ. EQ. EQ. EQ. 3. THE DEMOLITION SHALL BE PERFORMED BY THE CONTRACTORS)AT THEIR OWN RI5K AND THAN 500 P5F,6EOTEXTILE FABRIC,SHALL BE INSTALLED IN ALL UTILITY AND PIPING TRENCHES AND (� � �- LIABILITY.ALL DAMAGE TO THE RIGHT OF WAY5,SIDEWALKS,CURBING BOTH ON 517E OR TANKHOLE5 TO REDUCE M16RATION OF FINE-6RAINED 501L AND SEPARATE DISSIMILAR FILL + 3 �� 7 „ W m X ADJACENT TO THE DEMOLITION AREA WILL BE REPAIIR.ED OR REPLACED SOLELY AT THE MATERIALS.THE 6EOTEX71LE MATERIAL SHALL OVERLAP ADJACENT GEOTEXTILE MATERIAL BY A -13-6�g (TO SLOPE BREAK) ±13-I I/g (SLOPED SECTION) ±I I'-q" (TO SLOPE BREAK) �0 X < CONTRACTORS EXPENSE. MINIMUM OF 12"A5 NECESSARY TO COVER THE INTENDED AREA. 6EOTEXTILE FABRIC SHALL BE LU 1L 4. TO THE BEST OF THE ENGINE ER'5 KNOWLEDGE,NO ENVIRONMENTAL HAZARD(5),THAT COULD BE 6TF130EX,TYPAR 3401,67150EX,OR TYPAR 3601 AS MARKETED BY EXXON CHEMICAL AT 40'-0" (POOL OVERALL) O Z A6GRAVATED BY THE DEMOLITION PROCEDURE,EXI5iT5 ON TH15 SITE. I-&00-54-EXXON. 5. THE CONTRACTOR 15 ADVISED TO USE CAUTION WHEN IEXGAVATIN6 AND REMOVING SUBSURFACE 6. BAGKFILLING TANKHOLE5,ETC: 5TRUGTURE5,PIPING,ETC.,DUE TO THE LIMITED AVAILABILITY OF INFORMATION CONCERNING BAGKFILL FOR ANY EXISTING TANKHOLE5 SHALL MEET THE REQUIREMENTS OF TH15 SECTION.LIKEWISE, < O SUBSURFACE UTILITIES. BACKFILL FOR OTHER HOLES LEFT BY REMOVAL OF SWIMMING POOLS,BA5EMENT5,ETC.SHALL COMPLY I I I I I O Z 6. ADEQUATE FENCING 15 TO BE ERECTED AROUND THE PROPERTY,INSIDE OF THE 51DEWALK,BY WITH TH15 SECTION ALSO. LU THE CONTRACTOR PRIOR TO THE START OF DEMOLITION.THE CONTRACTOR 15 TO MAINTAIN THE 1. BAGKFILLING TRENCHES: PROPOSED FOOL FOUNDATION PLAN FENCE DURING THE DEMOLITION AND THE FENCE 15 TO REMAIN IN PLACE UNTIL ALL BAGKFILL FOR UTILITY TRENCHES SHALL BE WELL-GRADED,GLEAN,FRESHWATER SAND,FREE OF 51LT EXGAVATION5 HAVE BEEN FILLED WITH SUITABLE BA(GKFILL OR THE PROPOSED 5UB5URFAGE AND CLAY PARTICLES.B.ACkFILLING SHALL OCCUR IMMEDIATELY AFTER THE LINE OR CONDUIT 15 IN SCALE: 3/e" = 1'-0" O STRUGIURE(5)HAVE BEEN INSTALLED AS SHOWN ON TTHE PROP05ED 51TE PLAN. PLACE TO PRECLUDE CAVING OF THE TRENCH SIDES. PRIOR TO INSTALLATION OF THE LINE OR CONDUIT, 1. GATES ARE TO BE INSTALLED AT ALL ENTRANCES TO THE SITE.THESE GATES WILL BE SECURELY A 4 INCH CUSHION OF SAND SHALL BE PROVIDED. CLOSED AT THE END OF THE.DAY WHEN THE VEMOLITTION OPERATIONS ARE CEASED AND THE b. AREAS OUTSIDE THE PAVING SHALL BE FILLED AND COMPACTED AS NECESSARY WITH 501L COMPLYING WORKERS HAVE LEFT THE SITE. WITH TH15 SECTION.EXCEPT THE TOP 6 INCHES SHALL BE NATIVE TOP501L SUITABLE FOR GRASS. m b. EXCAVATION PROCEDURES SHALL BE PERFORMED BY'THE GONTRAGTOR(S),IN ACCORDANCE WITH AREAS REQUIRING GUT SHALL.ALSO BE PROVIDED WITH 6 INCHES OF NATIVE TOPSOIL FOR GRASS. A B G D G ALL FEDERAL,STATE AND LOCAL CODE5 AND REGULATIONS. FIN15H 6RADE FOR THESE AREAS SHALL BE I INCH BELOW TOP OF CURB. AREAS SHALL BE SLOPED TOIT q. 6A5,ELECTRIC,PROPANE,SEWER,POWER,WATER ANDS OTHER SERVICE CONNECTIONS SHALL BE DRAIN AT A MAXIMUM OF 4:1 UNLESS OTHERWISE INDICATED ON THE SITE OR&RAVING PLAN. DISCONNECTED,REMOVED,OR SEALED IN GONFORMITTY WITH THE APPLICABLE REGULATIONS OF q. COMPACTION TESTING; THE PUBLIC UTILITY OR THE MUNICIPAL AGENCY HAVIIM6 JURI5DIGTION DURING DEMOLITION THE ENGINEER WILL ENGAGE AN INDEPENDENT TESTING LABORATORY TO PERFORM(1)A STANDARD PHASE. PROCTOR TEST(A5TM 01551)ON THE FILL MATERIAL(OR NATIVE 501L PROCTOR TEST(A5TM 0I557)ON THE FILL MATERIAL(OR NATIVE 501L IF NO FILL 15 USED)AT LEAST 12 HOURS BEFORE THE SUB GRADE GONTRAGTOR INITIATES COMPACTION AND(2)A NUCLEAR DENSITY GAUGE(A5TM D2g22 AND A5TH I ( I ENGINEER: D3011)OR SAND GONE(A5TM 01556)TEST AT A MINIMUM OF THREE RANDOMLY SELECTED LOCATIONS I. GENERAL TO MEA5URE THE DEGREE OF COMPACTION OF THE SURFACE 5036RADE. IF THE RESULTS FROM TH15 6RADE ® I I_ I I T.O. COPING a GRADE IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE 5LU5 GRADE MUST BE PROPERLY PREPARED. TEST FOR THE FILL OR NATIVE 501L DO NOT MEET OR EXCEED THE DEGREE OF COMPACTION SPECIFIED , APPROX. EL. q.08 APPROX. EL. 9.0 �" THE CONTRACTOR SHALL PREPARE THE SUB GRADE IIN ACCORDANCE WITH THESE IN THIS SECTION,THE COST OF TESTING WILL BE DEDUCTED FROM THE CONTRACT AMOUNT,AND THE � APPROX. EL. 9.0 pF V1/ ), SPECIFICATIONS,USING THE NEGE55ARY MEANS AND MATERIALS TO PROVIDE THE SPECIFIED TESTING(2)WILL BE REPEATED. RESULTS. NOTHING IN THE FOLLOWING SITUATIONS CAN BE FORESEEN. THEREFORE,NOTHING IN 10. THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE WITH THESEE POOL PLANS 1 F� THE FOLLOWING SHALL RELIEVE THE CONTRACTOR OIF THE RESPONSIBILITY TO NOTIFY THE STANDARDS OF THE S.GD.H��. CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTIONS AND SIGN-0OFF OF _ WATER® t EL. 858' Cij k ENGINEER OF SPECIAL PROBLEMS,AND IN THE END,TO PROVIDE A SOUND SUB GRADE. SAME. BY OTHERS FOR PROPOSED POOL GRADE BEAIM 6"xb" CHANGE PILE GAP POOL REINFORCEMENT: I I ' Cr 2. U51N6 501L TEST DATA 11. CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED OUT AND CERTIFIED AS EMPTY DETAILS / (TYPICAL) SEE DETAIL FOR G150-0465, #4 REBAR® 12" O.G. BOTH / r*- ' }}11S w AT ITS OPTION,THE ENGINEER:MAY PROVIDE 501L TEST INFORMATION TO THE CONTRAGTOR. IF PRIOR TO RELOCATION. II WAYS® DEPTH LESS THAN 5, /�-5EE POOL PLANS I'1, , w PROVIDED,THE DATA WILL INCLUDE CLA551FICATION OF THE SOIL IN ACCORDANCE WITH THE , I CONSTRUCTION AND REINFORGIEI�IENT PROVIDE 3/4"0 X 3"L6 BOLT I " BY OTHERS FOR UNIFIED 501L CLASSIFICATION SYSTEM(A5TM D24b7)1, THE SIGNIFICANCE OF THE DATA WILL BE W/HEX NUT BY CHANGE � ��® 12 O.G. HORIZ. I � POOL INTERPRETED BY THE ENGINEER, AND 6 6 O.G. VERT. 6 DEPTH5 .; -SOILS DE516NATED A5 HIGHLY EXPANSIVE(CH,IMH,AND OH)MAY REQUIRE LIME POOL FLOOR 6REATER THAN 5' INTERIOR WALL u DETAILS FpA 7349� P�� STABILIZATION AND/OR SELECTIVE REPLACEMEMT WITH SUITABLE SOILS. SUCH SPECIAL �° ROFESS\O� TREATMENT5 WILL BE DETAILED IN THE SITE-5PEcCIFIG BID DOCUMENTS IF THE COST 15 TO BE INCLUDED IN THE CONTRACTORS BASE BID. ( I I I � � ;.II:, JEFFREY T. TLER, P.E. ° LIMIT OF °I Q I ° `POOL STRUCTURE ; SUB GRADE CONTINUED �p o I /� No.4 BAR, 10"O.G.TO PENETR�TE4' , ° �° PROPOSED WIRE TIES: �I 2. U51N6 501L TEST DATA CONTINUED: U� I I INTO POOL GDNGRETI . AD UST ANGLE 1 ° ° ° ' d N ° ° ry ° ° � TIE BOND BEAM FOOL WALL AND FLOOR: jl -SOILS DE516NATED AS HIGHLY ORGANIC(OH,(OL,AND PT)MAY REQUIRE SELECTIVE J I I 8 THICK (MIN) O a PER GRADE BEAM LOCATION AND ° REINFORCEMENT TO POOL REPLACEMENT WITH 501TABLE SOILS. THE NEED FOR AND THE EXTENT OF TH15 TREATMENT Q � I WILL BE DETAILED IN THE SITE-SPECIFIC,DOCUIMENTS IF THE COST 15 TO BE INCLUDED IN �� �1 II SLOPE OF BOTTOM OF POOL. n �!o i; �� 1_ o ° ° REINFORCEMENT No.4 HOOP ID'D.G. >�\\%\\i\\%\�i\\%\\i\� //\`\\ii /\\ij\T \\i/\\i/�i/i/> : \/\'/ / \// <�\ Z THE CONTRACTORS BASE BID. I I ,i\/\/i\r\!/\/\// \/\/\/\/\/\/\/\/\/\/\/\/\/,i\/\ „ �; �i\i\\i\\i y\\i\\\\i\\i\y\y\\i\\i\\i\\i\� ° ° ° �, 3 TIES PER LOOP(TYP) I < -THE CONTRACTOR SHALL INSPECT THE SUB 6R'.ADE AND NOTIFY THE ENGINEER OF ANY -,VERTICAL I I PROPOSED WIRE TIES: \\i/\\i/\\i/\�,�\j/\\j/\\, /j\\i/\\i/\\i/\\i/\\i/\\i/\\i/\\i/\yj\\i/\\i/\\i/\\i/\`ij\\i// 2-0 U.ON .\/i\\!i\\//\\/\\/i\/i\\/i\\/i\\/i\/i\\/i\\/i\\/i\\//\\!/� \//� °" I O CONDITIONS REQUIRING SPECIAL CONSIDERATION NOT ADDRE55ED IN THE SITE-SPECIFIC �/� TIE BOND BEAM REINFORCEMENT TO POOL N0.4 /j\/j\//\//\/j�/\/\r /��,�/,\/\/\\i\i\i\/\/\\i\/\/i i i/%r/r 'y �\� \\ \ \ \/\/\/\/\/\/\i\/\/\�\/\/\ /\/\i\�\ ° ° ° ° POOL FLOOR �I 1L (� BID DOCUMENTS. THE EXTRA G05T OF UNANTICIPATED REMOVAVREPLAGEMENT WILL BE �' 1 �^ ` /,r,. /./ /i./i,✓i,/ / /i\! /i\ /\i\i\i\i\i\i\i\\i\i\\ \i�\i�\i\\j\j\ \ BID. THE 5T FUNANTICIPATED -No.4 BARS,16 O.G. REBAR GAGE,3 TIES PER LOOP(TYPICAL) \ \�'� !!\/i\!i\!i\/i,/i.�i./i./,/,r• /, ,/\/i\T\ ,//\i/\i/\�\ij\ij7\ _ __ — _ — — _ — _ _ IIff . 17,, BASED ON THE UNIT GD5T5 PROVIDED WITH THHE BASE CO O _ COMPACTED SOIL,TYP. \•\ \//'\�/i\�/i\�/i\�/i��\%\��\iZ,, =� (] LIME STABILIZATION OR OTHER SPECIAL TREATTMENT WILL BE NEGOTIATED. )rHORIZONTAL — ____ _�_—__ - �yT//i//�i\\\\\\/\\�\%\\\%\% - z ° ° —. _ ° - \ //i/T/i / /\ .fl LIMIT OF W ~ O C� } (SEE COMPACTION NOTES) (3 ROWS) POOL STRUCTURE z SUB GRADE PREPARATION I. THE CONTRACTOR SHALL REMOVE ALL VEGETATION,'5URPLUS SOIL,DEMOLITION � — —— CHANGE HELICAL PILE �!\\!\/` �\/\/\/ /./\/\� ° v )-� ° o aQ 1 \\i\� j\jV /\/\\/\/ o 1 0 ° o� RUBBLE,AND OTHER UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL BE �� � — — —— nr1��O� SERIES 5SI5o (TYPICAL) �/// /j / /\�'\ ° N (�/ f1 a • • " , ,��, / / /�i �, ., ° o ° ° ° LL� I L� 1J PROMPTLY HAUIJ D FROM THE 517E AND DISP05E1�OF IN ACCORDANCE WITH D I r(= a n ' '1 \ O Q GOVERNING LAWS AND CODES.THE CONTRACTOR SHALL SHAPE THE SUB GRADE I I I (7)24 x24 x21 LG INSTALL TO (S TON POOL BEDDING MATERIAL: /•/ii/i/\//\%\T\�\/i\/i\/i\/�//�/i,!i I ' /r/�, /�, /\�j\, /�j /\i /rj//v i�i�i i�i�/�i,i�i������\����� �, ,,,� �'i'i i"<i')r' I---� LlJ O I a I ° 9 " ■ j/\\/\\//\\//\\//\\//\\//\\/\\//\\//\%/ /\\j�j/\\j/\Tj�\j/\\/^.i\\/\�\\/\>\\j\\i/\\� //\\//iyi\\/i\\/i\`/i\\/\\/i\`/i\\/\`/\�\\/\`/\\/\\\i\\ %\\%\\%\\%\\%\\%\\% > O IN ACCORDANCE WITH THE GRADING PLAN,TAKING INTO ACCOUNT THE THICKNESS a BEARING CAPACITY (MIN) /4 GRAVEL - MINIMUM b <\\/\\/\\/�!\\/�/\\!�/\\/ \\/\\/\\/\\/\<\!\/\�,;;,!�\\�\\/i\/i\�\/\! !\\\\!\\ \/\/\/\/\/\/i\/i\/i\/i\/i\/i\/i \//\/i,\/i\/i\/i\/i\ [--I f — 1��� I I I p :� (MINIMUM) GRADE BEAM ////\//\//\//\//\„\/\/\ ;/\ \/\/,\i \\i\/. /\,\/\\i\\\\\\, ,\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ . \ \ \ \ O OF THE PAVING SYSTEM. THE TOLE•RANGE OF THIS ROUGH GRADING SHALL BE /� „I „ C BEDDING BELOW GRADE BEAM \\,<\\�\\!\\/\\/\\/\\//\\// \\!/\//\\//\/\\/%\//\//:; 'i\!/\ /\!`/i�// r/\//</\/i\/��/��/��/��/��/��/��/���i�/��/���i /��/��T�����/� (Z/ ■ ■ I/1a 3 0 3 m 3,500 P51 CONCRETE \//\//////\/\ \i\i\\\/\/\\/i\\/i ri��i, Y/i�//:�i\//i\%%/ /%!/%/j//i//i\/��/��//��/i�\/i\\/\\/\\/A\i\\i\\r\ \i\\//\\//�/T\//\\// �j Z O WITHIN I/2 HIGH TO I LOW. DURING TH15 OPERATION THE CONTRACTOR SHALL /v NOTE ANY SOFT AREAS THAT BECOME APPARENT!AFTER TRAFFIC BY " . ° a I ° ° -' (TYPICAL); \` \�\\\r < Q — CONSTRUCTION EQUIPMENT AND LOADED TRUCKS. SUCH SOFT AREAS SHALL BE b xb CHANGE PILE GAP a� I I a v I I a Uo ������ Q 11� REPORTED TO THE ENGINEER FOR DETERMINING THE:METHOD OF TREATMENT C150-0465, I I d III �o� )�O� INSTALL Z -I z O REQUIRED, IF ANY. PROVIDE 3VIP x 3"L6 BOLT a ��a�� B �, HELICAL PILE A55EM13LY 2. MAINTAINING DRY SITE CONDITIONS: • s _ W/HEX NUT BY CHANGE O LL O DURING PREPARATION OF THE SUB GRADE AND UNTIIL THE PAVING 15 IN PLACE,THE cn n� I AND CONCRETE GRADE _ CONTRACTOR SHALL PROMPTLY TAKE REA5ONABLLE MEASURES TO OBTAIN AND __ __ -� _ �4"GRAVEL J BEAM(TYPICAL OF� (.7� < OL � O 1 TO MAINTAIN A DRY 517E CONDITION.SUCH MEASURES SHALL INCLUDE PUMPING OF No,A BAR5, 10 OL. C w a ° ° ° <m BELOW �� ALL POOL PILES) L Lf) O FREE SURFACE WATER,MINOR HAND AND/OR MACHINE SHAPING TO FACILITATE HORIZONTAL p � LLI � — — HATER REMOVAL,AND OTHER OPERATIONS TO 5PE:ED DRYING. �O �� a �, ��BEAM � p 3. NATIVE 501L COMPACTION: - l EQ EQ �(b MIN.BASE) D O LL COHESIVE AND COHE51ONLE:55 NATIVE 501L SHALL ESE COMPACTED TO g5S5 AND 1n v U� I O O Q O IOL K LE THE OPTIMUM DEII5ITY-RESPEGTIYELY,PRIIOR TO PLACEMENT OF FILL. REINFORCEMENT NOTE: / �/ �/ � �� � � SYMBOL LEC END: '� Z � 4. FILL SELECTION AND COMPACTION: - THE M05T C05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: TIE NOA 6 ALL HORIZONTAL \\�j\\ \�\\�/\\�/\\�/\�/\\�/\\� E N Z (n -SAND/&RAVEL MIX(13 TO 3%FINES(0.024•IM AMID GBR> 11), BAR TO GA6E 12"OL. � CHANGE HELICAL PILE O Q -GRAVELY 501L(3 TO 6%FINES(0.02 MM AND GEAR>5), /\�,\ ��\ \ \$FRIES 5SI50(TYPICAL) O 7 -SANDY SOILS(3 TO GAS FINES<0.02 MM AND GBR >5), / � G -SILTY GRAVELY SOILS(6 TO LOSS FINES(0.02 MMI AND GBR>b), \ EXISTING I 15 TON BEARING GAPAGITY� � DENOTES P.G. GRADE BEAIWI W/PILE GAP v -SILTY SANDY SOILS(6 TO 1555 FINES<0.02 MM ANVD GBR>b), \ /UNDI5TURBED 501E �\ \\ \\ \\ AND HELICAL PILE FOOTINES(BELOW BEAM) / // / / a o -CLAYEY GRAVEL 501L5 OVER 20%FINES(0.02 IMM AND GBR>5), 15 TON BEARING CAPAGITY'(MIN) --- ------ - - -CLAYEY SANDY 501L(OVER 20%FINES<0.02 MMH AND GBR>5), � ` . SEE GRADE BEAM REINFOI�'.GEMENT DETAIL SITE INFORMATION: ("�` j , f ' I; � " I ' FOR POOL /BEAM CONNECTION, THIS DWG ' �I , I I FAO E -� - FIRM ZONE: AE (EL 8) A PROPOSED POOL PROFILE I , SGALE. /b - I O 1 FLOOD ZONE INFO PER: I ; l j OCT 2 3 2015 C Rfi�DE BEAM RE I NFORGEMENT COLUMN 1 D ECEND: P NNETH M WOYCHUK LAND SURVEYING, PLLG I - �- L BOX 153 _ - AGVEBOCGUE, NY 5GALE: ?�LI ® PILE GRID ID FOR PROPOSED POOL FOUNDATION PHONE: (631) 2ab-15Bb - SGALE: I = I -O `- of THESE DRAWINGS AND AGGOMP'ANKING SPEGIFIGATIONIS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHITEGT.VI51JAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE:EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. f 1 i y 2670�Deep Hcle Dr. A earth • feetl 200 Bunch, Connie From: Gregory Friday, December.1• 2016 8:32 AM To: Jarski,John ConnieCc: Bunch, Subject: Re: 1 D--• Hole Drive Pool Inspection SorrybR x t � 41 DEC 9 BUILDING DEPT. TOWN OF SOUTHOLD i .7" I�Rt gyp„ i � I c rvE I b+r �►���_� Lap � :��� � c 7 c v DEC 9 BuILDINGDEPT. �� M'■1 cfi1� �'iia sir'' 1�,�f/lLi�+�►`�'�� Aoir Y Y'' . T h If , I `-' DEC - 9 u BUILDING DEPT. TOWN OF SOUTHOLD 3 Kl�t — .r Y.TiI.':•'.i.a r y� _. r •� �1s ti• R BUILDINGKD� DEC Cl 1. 1 i �, • r �I *:.-:,,•.fir' •�K:4 � .`,-�.. � . 4 .�, �-��• _ �.M��. zt !awry -�A .�. •� I fir. A .• •• ,�'• •� � ~�`i Let me know if these are ok. Regards Greg On 1 <johnj(q)southoldtommny.ggv>wrote: (/ The stronger the cover,the safer the cover.No company builds in more exclusive design and manufacturing features to ensure the strength and performance of its automatic covers than Coverstar! Heat-sealed webbing for double the strength! 01, , , , , Quality you Mostautomatic cover manufacturers sew webbing material wrapped can rely on! around rope to the cover.With this O WRSTAR method,the webbing often fails before the fabric does.Coverstar uses STRONG an exclusive,patented process to heat seal webbing around a polymer bead and weld it to the cover in one step.Independent lab tests show Coverstar's webbing is over twice as strong as competitive webbing sewn to a cover! Cove rstar automatic safety covers are independently Mechanism engineered for unmatched reliability. certified by the Underwriters Laboratories to exceed Our unique mechanism is engineered with heavy-duty components powered and with ropes and pulleys that are stronger than any others used requirements set by in the industry.The extreme precision of the machined and laser ' C� cut parts allows for smooth operation and many,many years of and are UL listed to meet hale-free use. ja t I all electrical anFa+ safety verstar motors are completely sealed,using a proprietary method,to •• • W event water damage.Other less reliable means of water protection Auld mean an expensive motor repair. i M � P erFlex—Ropes act like a shock absorber and self-adjust during operation for more reliable performance.And they're the only ropes ly�J� t mt come with a two-year no-break guarantee! • Wredibly strong and durable fabric—advanced vinyl formulation and superior fabrication methods make it top of the line. • Mechanical torque limiter is adjustable to protect the motorized mechanism from too much stress. • Custom designed rope pulleys provide maximum reliability in the pool environment. ' S AdILW 1� �a a