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HomeMy WebLinkAbout43651-Z zfrzTrrrrrr�.r. oo�os�l�0t�'4 y Town of Southold 7/27/2021 a P.O.Box 1179 0 o - 53095 Main Rd �l dao } Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42191 Date: 7/27/2021 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 2455 Nassau Point Rd.,Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.43-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/15/2019 pursuant to which Building Permit No. 43651 dated 4/15/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory in-ground swimming pool with hot tub fenced to code as applied for. The certificate is issued to Mirro,Justin&Elizabeth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43651 92/11/2021 PLUMBERS CERTIFICATION DATED i A th ri ed ignature Q�S�FFoc�co TOWN OF SOUTHOLD �� Gy BUILDING DEPARTMENT W z , TOWN CLERK'S OFFICE oy,. o� SOUTHOLD, NY dol .�a 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#: 43651 Date: 4/15/2019 Permission is hereby granted to: Mirro, Justin 3 Green Acre Ct Great Neck, NY 11021 - To: construct accessory in-ground swimming pool with hot tub as applied for per Trustees approval & DEC Non-Jurisdiction letter with flood permit. At premises located at: 2455 Nassau Point Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-13-6 Pursuant to application dated 2/15/2019 and approved by the Building Inspector. To expire on 10/14/2020. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 Flood Permit $100.00 Total: $400.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TORTN 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 horn 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 plrunber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences mid 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 I. 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- S.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. February 8, 2019 New Construction: Old or Pre-existing Building: (check one) Location of property: 2455 Nassau Point Road Cutchogue House No. Street Harnlet Owner or Owners of Property: Justin and Elizabeth Mirro Suffolk County Tax Map No 1000. Section 104 Block 13 Lot 06 Subdivision Filed Map. Lot: Perinit No. 0 � Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Piaiuiing Board Approval: Request for: Tempontrryy-Certificate Final Certificate: X (check one) Fee Submitted: S c. A Applicant Signature OF SOUr�®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roger.riche rt[a)-town.south old.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Justin Mirro Address- 2455 Nassau Point Rd City: Cutchogue St: New York Zip: 11935 Budding Permit# c. 3tos I 43615 Section 104 Block: 13 Lot- 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE I Contractor DBA: GJS Electric License No: 4839-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub X Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt 3 Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment Pool---Hot tub---Utility room Notes 1-pool control panel, 1-hot tub control panel,to include pool and spa bonding,4-GFCI circuit breakers,8-ARC fault circuit breakers, 7-pool pumps,3-spa blowers,2-gas pool and spa heaters, Utility room, 1-200a panel,22-combination GFCI/ARC fault circuit breakers, 1-generator panel with 9-GFCI circuit breakers inspector Signature: Date: February 11 2021 Or 81-Cert Electrical Compliance Form.xls pP SO(/l # # TOWN OF SOUTHOLD BUILDING DEPT. �o • yo `ycourm, 765-1802 INSP ECTION [ FOUNDATION 1STMAY 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 RE RKS: PON 1 DATE INSPECTOR -z OE SOUry�lo 9k # �J JJ SG _ cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) P/L] ELECTRICAL (FINAL) REMARKS: DATE �� �/ INSPECTOR'Z� /- pf SOI/ 1 ----•. # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I-N.S P ECT 1 C N [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND - - 7FRAMING/STRAPPING [ ] FINAL &� [ ] FIREPLACE &CHIMNEY = [ ` ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 071Y -te, -y �Nlbk 6f V'("C'-,, �lclevl Ci #Tvsc - DATE $ INSPECTOR f # TOWN-OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O MARKS:., 6ke, 6OLe- _ ►dei • DATE INSPECTOR Bunch, Connie q �3(e6j From: Seifert Construction <office@seifertconstruction.com> Sent: Monday, July 19, 2021 2:42 PM To: Bunch, Connie Subject: Mirro Gate Connie, Attached are the Mirro gate photos as requested. Thanks, Fred 4 - Seifert Construction Seifert Construction P 631-298-1036 E office@seifertconstruction.com W http://www.seifertconstruction.com/ A: 11780 Old Sound Ave. PO Box 1407, Mattituck, NY 11952 0 ' 0 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i L t \SM•�,��1 v rir 1 ri` Y � 4 lit- !lIi1NIL 11r ' _ aim= s 's;' JILL ;'' ► n I . .. ... . 1" , •� - %+-7 �t� �.Ahs: f ,�� '.�� i 1 s iw .} y .cr. 1. n � } I i �i � IPt .4 ; *, �..." `t�t w• 4 �,it ,. �u.�. - ' ' QL. +1! �d' rh t y I/\Y AV oll t . _ •'y+' � Mme'- � * _ - l'+ /! OF . Y f +j►'Y 1 � 1 'J FIELD INSPECTION REPORT DATE ik COMMENTS FOUNDATION (1ST) -------------------------------------- 'FOUNDATION (2ND) O ROUGH FRAMING& PLUMBING y 6 INSULATION PER N. Y-. H STATE ENERGY CODE 71da FINAL ADDITIONAL'COMMENTS la- —I oo ;G c, 0 2 q11 ae,4,, m i 'z H 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 �34�� Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees (1 Flood Permit Examined ,20� Storm-Water Assessment Form 11 atact: Samuels & Steelman Architects Approved J6 ,20 NFEB 1 5 2019 Mail to: 25235 Main Road Disapproved a/c utc ogue, NY 119 DEI:r+ Phone: 631 734-6405 Expiration` ' ,20 O 0 so - O ng Inspector APPLICATION FOR BUILDING PERMIT Date February 6, 20 19 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 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. (Signa re of applicant or name,if a corporation) 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Architect - Name of owner of premises Justin and Elizabeth Mirro (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2455 Nassau-Point-RoadT. Cutchogue House Number Street �'j r '' '` s '"-r`' .Hamlet County Tax Map No. 1000 Section 1014 =t :, Block- '13 Lot 06 Subdivision ---- r .Filed Ma No. ---- Lot ---- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE b. Intended use and occupancy SINGLE FAMILY RESIDENCE with Swimming Pool 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work SwimminPool (Description) �. Estimated Cost ---- Fee --- (To be paid on filing this application) 5. If dwelling, number of dwelling units na+ Number of dwelling units on each floor ----- If garage, number of cars ..... 5. If business, commercial or mixed occupancy, specify nature_and-extent°of each type of use. - --- 7. Dimensions of existing structures, if any: Front . - '� ''''_ Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front na Rear Depth Height Number of Stories B. Dimensions of entire new construction: Front 25 ft Rear 55 ft Depth L11 S) Height Number of Stories 175 174.38 Depth 333.84' �. Size of lot: Front � Rear � p 10. Date of Purchase 2017 Name of Former Owner Wacker 1 l. Zone or use district in which premises are situated R 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES V NO 13. Will lot be re-graded? YES V NO Will excess fill be removed from premises? YES NO X Justin & Elizabeth Mir ensin ton,NY 646 382-5153 l 4. Names of Owner of premises t��dressK g Phone No. Name of Architect Tom Samuels Address 25235 Main Rd CutchK6%e No Name of Contractor Seifert Congtoictinn (_nen Address Mattituck Phone No. 631 298-1 OT6 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 * 17 YES,D.E.C. PERMITS MAYBE REQUIRED. (see attached ) 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF Suffolk SS: �) Tom Samuels being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Architect (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. c. Sworn to before me this 2 day of /' �/l/I/�'' 20. LAUREN- q, LTW' Y;� �A Notary Public =inlk ture of App cant ®uali6Urdy L _NiY Commission Expires May 23, 2020 9 1 7 --- \ 10016 �kt BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK - \' l PERMIT NO. 9393 DATE: DECEMBER 12,2018 , S,^ ISSUED TO: JUSTIN&ELIZABETH MIRRO GUE � PROPERTY ADDRESS: 2455 NASSAU POINT ROAD, CUTCI�® I SCTM# 1000-104-13-6 AUTHORIZATI®N 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 December 12, 2018, and in consideration of application fee in the sum of$250.00 paid by Justin &Elizabeth Mirro and subject to \, the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: r Vetland Permit to provide silt fence around construction area per Town approved details; demolish existing one story frame residence,decks,and detached garage,and abandon existing sanitary system. Construct new two story frame residence,with flood-compliant crawl space and four-car garage, approximately 6,700 square feet,with footprint of 4,227 sf,with three attached covered porches of.45 sf, 135 sf,525 sf,totaling 705 sf;with open decks and exterior stairs attached to residence,totaling 190 sf, one story,non-habitable Pool house of 748 sf;with covered porch(included in terrace area)-of 363 sf; 55 ft x 25 ft gunite swimming pool,totaling 1,443 sf, 8 ft x 10 ft spa,totaling 80 sf-,stone terrace at grade,of -� 2,839 sf;outdoor fireplace at grade(included in terrace area above); maintain existing 175 if timber tie border between lawn and non-turf buffer; increase in height approximately 18"at filled areas; re-construct 27 sf platform and 21 sf stairs from top of bulkhead to beach; ° maintain,existing non-terf buffer between bulkhead and timber border,approx.2,272 sf, r 4 ft high pool enclosure fence(bulkhead acts as portion of pool enclosure); " t construct timber drainage control curb at south edge of property,approximately 121 If, .� construct two retaining walls,approximately 15' long,for access to crawl space; provide clean fill contoured per site plan,approximately 4,000 cy; provide new topsoil and(landscaping,including irrigation using public water; provide new gravel driveway; provide new sanitary system per SCDHS; , provide leaders/gutters connected to new drywells to contain roof/stormwater riinofff; f _provide 15 closed loop geothermal wells,for conditioning interior space; and as depicted on the site plan \.` prepared by Samuels&Steelman Architects,received on November 29,2018,and stamped approved on December 12,2018. Ill WITNESS VMEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, aild these presents to be subscribed by a majority of the said Board as of the 12`'day of December,2018. ` Ira F, Glenn Goldsmith, President Town Hall Annex A 54375 Route 25 A. Nicholas Krupski. Vice President 0 P O. Box 1179 John M Bredemeyer fl I Southold.New York 11971 Michael J Domino Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTiIOLD CERTIFICATE OF COMPLIANCE 1816C -Date:May 19, 2021 TM&CERTMES.that the,silt-fence,around,constructionarea-i)erlbwn approved details, demolish existing onest0 a aneresideie�,d�ck�,.�nid�&"�li�a�zara _ a6an`do'n,exisfingsanitM S)s*-Construct-new-.tvo.sioiy,fam�'residenc -wfififiood_Coin Iiantcrawlspace andl6ur ar ggraze, #RKoximai6iy,641,'00,s,uuare';tee w]th, tintof_4;22Tsfwith ihiee:attached covered sf, b-S sf,525"sf,'t6fating,7'65'st..-'with--oDeii,decks and exteiof-ikitirg'attachdio-r dence,' oWng 190 sf, •one,-story,n onhabitAl eP,461 House,p" J, 9�sh� 06 v'e_fed_,p"o_r_ch"(ih-cIu I ded injerrace4rea)';of 3 63"St-, 55 -6 �ft-x-25,ft,gufiite,swimminfz-,po6liA9 li�g,,4,443sk-&A X"I spa, &-,86,s'f�-_'�to��-ie�ace at'grade,o -7 I- I �18J9 sf-,,6utd6oi-fireplaceat,,oade,.mai .ii�i-border,46tw6iDn,'IaNvn.and tim-furf hutferntaiii existinq�,115,'If timber ,;tie ' I- " "� -wall, .'in6reasean, ateIYAS' at,ti re _iind,21 cl51� Ntfbrm� sfgtiifgroin,totof1iuI1cheatobeach, maintdin-e-xistift,nqnttirt%,ii& -hefw6en,bulkb&ad and'tinbe't,border,-anvrox.',2,272 sf, ��,ag ' 4 ft hi6-,'P ,'6nc ure A re Jbhead;c 6fti6nd'Ro'01 en'closurek cofistruct4iftiberdrainage,cofitrol ctrb,at-son_h,edje,6fMOD approxiftiately 121 If, construct two retaininavalls,amraxitnatelv-15'-Ion k.fbi•a'ee'ess-,Io'crawl spac'e-, nrovidd,'clear_fIll cozitoured per site plan,approximately 4,000 cy;' provide new topsoil aitd lands apin r includin'rai 'i6et6rrusjn&public-watm At "d '-'m proAdeneW-ard- I -iv'ew a-,, 9 1 e-newsan I syste ,perSCDHS-, Uovide'leaders/gutters connected tomew dnLwOi.4.�nn"fa'-M"of/si6rniwater runoff: provide i5closed-loop geothermal welts,for,&oriditioning interior space-, At 2455 Nassau-Point Road.Cutchowe Suffolk County Tax Map#1000-104-13-6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 29,2018 pursuant to which Trustees Wetland Permit#9373 Dated December 12,2018,was issued and Amended on May 19, 2021 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 silt fence around construction area per Town approved details; demolish existing one story frame residence, decks, and detached garage, and abandon existing sanitary system. Construct new two story frame residence,with flood-compliant crawl space and four-car garage, approximately 6,700 square feet,with footprint of 4,227 sf, with three attached covered porches of. 45 sf, 135 sf, 525 sf, totaling 705 sf; with open decks and exterior stairs attached to residence, —---------- --- totaling 190 sf; one story, non-habitable Pool House of 748 sf;with covered porch(included in terrace area)of 363 sf; 55 ft x 25 ft gunite swimming pool.totaling 1,443 sf; 8 ft x 10 ft spa.totaling 80 sf. stone terrace at grade,of 2,839 sf. outdoor fireplace at grade,maintain existing 175 If timber tie border between lawn and non-turf buffer;'increase in height approximately 18"at filled-areas,•_3-Wx12' timber_retaining wall; re-construct 27 sf platform and 21 sf stairs from top of bulkhead to beach; maintain existing non turf buffer between bulkhead and`timber border approx.�2.272 sf 4 ft-bigh pool enclosure fence(bulkhead acts as portion of pool enclosure); construct timber drainage control"curb at-south ed ge.6f property'aproxifnaEely.121-if- construct two retaining.walls,approximately 15'long,for access to crawl space; provide clean-fill contoured-per`site plan,approximately 4.000 cy;', provide,new topsoil and landscape;,including'irrigation'usinpublic water,­ -provide-new ater-provide-new gravel driveway;provide new sanitaiy system_per SCDHS; = provide leaders/gutters connected to new drywells to contain roof/storinwater runoff. provide,15 closed Poop geothermal wells,for conditioning interior space.. The certificate is issued to Justin&Elizabeth Mirro owners of ' the aforesaid property. 414_4�4 A— Authorized Signature ` NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERV#.,..iON &vl's"on of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov TIDAL WETLAND LETTER OF NOW JURISDICTION/NO PERMIT NECESSARY February 1, 2018 Mr. Justin Mirro 3 Greenacre Court Kensington, NY 11021 Re' UPA#1-4738-04584/00001 Owner—Justin Mirro Facility—2455 Nassau Point Road SCTM#1000-104-13-6 Cutchogue Hog,Neck Bay (Little Peconic Bay) Dear Mr. Mirro: Based on the information you have submitted, the Department of Environmental Conservation has determined that the above referenced property landward of the bulkhead greater than 100 feet in length and constructed prior to 8/20/77, as evidenced in Department records and historic aerial photographs and shown on the site plan prepared by Thomas C. Samuels dated 1/16/18, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. The Department has also determined that relocating the existing landing and beach stairs shown on the site plan referenced above is listed in the Tidal Wetlands Land Use Regulations (6NYCRR Part661.5#21) as a use not requiring a permit. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward _ -of-the-tidal wetlands jurisdictional'boundary,-as indicated above, without a.permit. It is your-__ responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions ",'17hay include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. 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. Si erely, Laura J. covazzo Deputy Permit Administrator cc: Samuels & Steelman Architect BMHP File EW YORK Department Of Environmental Conservation i APPLICATION AP • PAGE I o( 4 - TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECT1QN 1 GENERAL. PROVISIONS (APPLICANT to read and sign)' 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 no work is,commenced within six months 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 reasonable inspections required to verify compliance. AND8. i,THE APPLICANT,OCARFIN ARF THE BEST O MYTIFY THAT ALL MKNOwL.EDGE, TRUE AND ACCURAlES TO _ THIS APPLICA .- DATF �D SECTION 2: PROP SED DA—LOPMENT b be com leted by APPLICAN ED NAME ADDRESS TELEPH ONE APPLICANT v R t evt �K, Vi Ay a g BUILDER „PROJECT L-QCA`TJO1I: • please provide enough information to easily identify the project To avoid delay in processing the application, location Provide the street address, Lot number or legal dcs«iption (attach) and, outside urban areas. the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. C_L Ir c FDP(43) a APPLICAI-JON PAGE 2OF ,' ---- DESCRIPTION OF WORK (Check all appbcablc boxcs)- A STRUCTURAL DEVELOPMENT ACTIVTT-Y STRUCTURE TYPE ®'IFlew Structure f' Residcntial (I-4 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Non-residential (Floodproofing? ❑ yes) ❑ Relocation O Combined Use (Residential & CO' eroal) VDcmotidOo P ❑ Manufactured (Mobile) Homc (In Manu- 0 Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT B. OTHER DEVELOPMENT ACTIVITIES: D Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watcrcotuse Alteration (Including Dredging and Channci Modifcalions) O Drainage Improvements (Including Culvert_Work) ❑ Road, Street or!Pt.1dge Construction D Subdivision (New or Expansion) 19/individual Water or SOMPT Sys4etn ❑ Other (Please Spec4) t After completing SECTION 2, APPLICANX should submit form to Local Administrator for review. SECTION 3 FLOODPLAIN DETERMINATION o c com lctcd by I,oCA1. ADMIN? TRATOR The proposed development is located on FIRM Panel No. Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant S at the. application review is complete and NO FLOODPLAIN DEVELOPMENT PELtMFT IS REQUIRED)- ❑ Is located in a Special Flood Hazard Arca- FIRM zone designation is Ft. NGVD (MSL) 1170-Year flood elevation at the site is: O Unavailable ❑ The proposed development is located in a lloodway FBFM Panel No. Dated O Sec Section 4 for additional instructions DATE SIGNED y TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAJN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. ` PERMIT DATE l 7, O"ERJ NAME AND AD SS: ECK ONE: r %� = VNEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRA`T'OR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS TiLRF_By CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # 39 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE RFQLT'RF-ME"qTS OF LOCAL LAW # X9-, AS MODIFIED BY VARIANCE # DATED SIGNED-. ' DATED: C/C(93) APPLICATION t/ PAGE 3 OF a SECTIOn 4 ADDITiOftAL F1tFORMATIOfI REpUiREt) (To he comnlctcd by LOCAL ADMIt1ISTRATORI The applicant must submit the documeats chcckcd below before the application can be processed- r. A site plan showing the location of all costing structuscs, water bodies, adlaccrnt roads, lot dimensions and proposed development. U Development plans, drawn to scale, and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor,details of floodproofing of utilities located below the fust floor and details of enclosures below the itrst floor. Also 0 Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, clic applicant must provide 100-year flood elevations if they arc not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. O Top of new fill elevation Ft. NGVD (MSL). 0 Floodproofing protection level (non-residential only) FC NGVD (MSL). For (y (. flo8ajkoofed structures, applicant must attach certcfieation from registered enguteei or architect. ❑ Certification•from a registered cn&eer that the proposed activity 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�tttis finding must also be submitted- 0 Other: SE ON 5 PERMIT DETERMINATION (To becompleted by LOCAL ADMiNISTRAT4R) I have determined that the proposed activity. A.13 Is B.O Is not • in conformance with provisions of Local Law # . 19 The permit is issued subject to clic conditions attached to and made part of this permit. SIGNED , DATE If BOX A is chcckcd, the Local Administrator may issue a Development Permit upon payment of dcsi�ated fee. Applicant may If BOX B is checked, the Local Administrator will provide a written summary of dcCiciencies. revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals APPLICATION a _ PAGE40FO APPEALS Appealed to Board of Appeals ❑ Yes ❑ No Hcareng date- Appcals Board Decuioa --- Approved*) ❑ Yes O No CoodiLIGMS SECTION G. AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional coganecr or a-Licensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1. Actual (As-Buil[) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofng protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittai of the above information is at the risk of the Applicant. SECTION I- 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? ❑ YES ONO DATE BY DEFICIENCIES? ❑ YES © NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8• CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMiNISTRATORI Certificate of Compliance issued: DATE: BY: �E3 b Scott A. Fussell e511IFa 5]F01[Z.MWA\T]E1 SUPERVISOR MA NA\G]E LENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 �0 Town of Southold CHAPTER 236 o STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - --- - -- -- DOES THIS PI ROJ1EC T XINVOLV E ANY OF THE FOLLOWING:�---- (CHECK 4LL THAT APPLY( I Yes No I ®® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®® B. Excavation or f illing involving more than 200 cubic yards of material f within any parcel or any contiguous area. ® x® C. Site preparation on slopes which exceed 10 feet vertical rise to f i 100 feet of horizontal distance. 1 E® 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 ' on FIRM Map of any watercourse. ® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes IT 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 (Piopert) Owner,Design Piofemional,Agent,Contractor Othei) S.C.T.M. : 1000 Date Di.tnci Tom Samuels I 104 13 6 ?'7 19 sK„r• ,y i Section Block Lot '°'�/>w,i m) r• j j : .x>•<�—_----moi—_=--i= -i_=-i--=ONi- ' 631 734 6405 FOR BUILDING DEPAR'I*ML•N I LSL LY ContactlnfortnaUon 'Telept er✓\umGrJ� — — — — — — — — — — — — — — — — — ( Rei ie��ed By: I i Date: 0 Property Address/ Location of Construction Work: i — — — — — — — — — — — — — — — — — I j APProved for processing Building Permit. 2455 Nassau Point RoadEl Siormt�-ater Management Conti of Plan Not Required j Cutchoque, NY 11935 iStoiater Management Control Plan is Required I (Forward to Engineei ing Department foi Review.) FORM # SMCP-TOS MAY 2014 — �' SCOTT A. RUSSELL �l1Ff01®�� c® JAMES A. RICHTER, R.A. SUPERVISOR o MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 O � Fax. (631)-765—9015 MICHAEL.COLLINS @,TOWN SOUTHOLD NY US y�®1 �1�®� JAMIE RICHTER n,TOWN.SOUTHOLD NY US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD October 17, 2018 Michael Domino - President Southold Town Board of Trustees 53095 Main Road Southold, New York 11971 Re: Justin & Elizabeth Mirro Site Plan Review 2455 Nassau Point Road, Cutchogue, NY SCTM #: 1000-104-13-06 Dear Mr. Domino: As per a request from your office I have reviewed the site plan prepared by the office of Samuels & Steelman dated 8/16/18. All of the proposed stormwater and drainage controls shown or indicated on the plan meet or exceed the minimum requirements of Chapter 236 for Stormwater Management. If you have any questions concerning this matter, please contact my office. j a ely, mes A. Richter, R.A ormwater Manager S A M U E L S & S T E E L M A N February 28, 2019 2 Southold Town Building Department t Main Road, Southold, NY 11971 MAR - 1 2019 Re: Mirro Residence and Pool House 2455 Nassau Point Road, Cutchogue ^`_ To0'V soull � Attn: Amanda Per you directions, attached please add the following information to be added to our Building Permits application files. 1. We will deliver to you a disconnect letter from PSE&G for the existing house. There is no natural gas, hence no need for disconnect letter from National Grid. 2. The average existing grade around the footprint of the proposed Residence, taken from six locations, is +5.5 feet. Together with 2+2 feet additional, the base flood elevation for the Residence is +9.5' minimum < +14.0' proposed. At the Pool House, the average existing grade, taken from four perimeter locations is +7.5 feet. Together with the 2+2 feet additional, the base flood elevation for the Pool House is +11.5' minimum < +12.2' proposed. 3. for flood vents, we supply sixteen FEMA compliant, aluminum flood vents by FLOG OL TIONS, #FS- 6, eac of which dr ' s 1 sf. The fo , the rea of tal drain a provid is 3056 sf 3007 sf f Crawl pace rea. A are Id at below the nimu flood plain ela ation and as clo a practicable10 th ab in the crawl s e, and on adjacent s as required. 4. See attached revised FLOOR PLAN of the Pool House, showing the fireplace and wet bar cabinetry removed. 5. The swimming pool, located in a flood plain, is underpinned with pilings and reinforced concrete grade beams, and is structurally sufficient to withstand flooding and potential erosion. Due to these structural features, it will not become bouyant if surrounded by flood waters. ,��0�pIEW YoRii' Respectfully submitted, � PS O.sA��'F r �N Tom Samuels, RA 9$ ARCHITECTS 25235 MAIN ROAD V� CUTCHOGUE,NEW YORK 11935 018361)"� (631)734-6405 �C�STERED PROS FAX(631)734-6407 S A M U E L S & S T E E L M A N November 4, 2020 Southold Town Building Department PO Box 1179 Main Road Southold, MY 11971 Re: Mirro Residence 2455 Nassau Point Road, Cutchogue, NY BP#43650 Residence BP#43651 Swimming Pool BP#43652 Accessory Building Please extend these three permits for six months. The restrictions of the Covid shutdown delayed construction, and we are not quite done with the work covered under these permits. We will be calling for final inspections soon. Thank you, 1-0 y0311NOyb O N v W + W � O S To ON �• 31VIG D REV z� ' ' I -..D�� DI i NOV - 6 2020 -BDi>G DEPT. til r UF`e�,�R ARCHITECTS 25235 MAIN ROAD - CUTCHOCUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 LOT AREA 55,677. SrJ.FT. ( 1.278 ACRES ) HOG NECK BAY ( LITTLE P ECONIC QAl' ) S 05°56 '49 "E 1 -- --�_ high water 1 -- 16--2017 174 - 3 8 ' 2 _ wd to-Ging & steps -- '-_- — — 2 -_ 3.0 existing grade typical 3.0 4 wd bulkhead ?•8 _ 2.5 fc 1. 1 'N - %_ _ _ gravel gravel 6.9 I'd mon 70 wcJ'�wall -'-- wd_ border 3.4 1p 41.5 - - �� - ------- - -- � _ wd x 1 deck _ 6 fc 0.6'S" �-9 < c/e X18-4' L- "' ! 6 14.8' (v �- U ' a wd steps L'1 showe 0) v ai N - c r 100 masonry walk1` n Ln - \ X (0 .� O Ln ►I fc 6.0'N pc/e l N _ / 7 26.2' 0 ,) ,) � r cn \ O manhole (' � I I� X u t \ ? U m nhole �(, / Q QD " 1 / x e \ ° O \ ro 4, \a / 9 cad � � 1 x I-- t O N W 1 17.7 ~ x pole \ \ CA_ 6' Cv (D) �' I\ �� fc 2.5'N / 0 1713 - 16.4 d 1 � � x Q 00 LLJ (.n/ 1 0 \ �'� w 00 a aj S a� fc 5.O'N �0 a 70 \ rn 110 � . ! 12- --_ poleWaII fd mon - --` -" ZC T edge of pavement175- 00' 7 5. (� Of Pav ment "W edge N 15- 100� ROAD �^ U �) 0 � �� �- DATUM NAVD 1988 NASSAU T,F OMETS (OR M41F)IMO- 5) S}WIWN W-WXIN FROti T(C S'TP!1CTUT'f.5 TO THF 4 —`—�— PRnPFRTY MrS ARF FOR A SPfT.IM PUPPOrF Aim WT PC T1-fFT4T01'r APf NOT FILE No. NASSAU POINT CLUB IhMN',M TO 0OLT T+E EfM"ON OF MJ'". RM"NO Kf1LF, POL)M PATK.-- JOE) No. 16-311 PROPERTIES INC. "MNO AF AS• AMMN TO M tLDINRS OR ANY 011" OnN; DRAINAGE INSPEC'nONS ARE REQUIRED APP O ED AS NOTED Contact TOS Engineering at 765-1560 before - Backfill,OR Provide Engineer's Certification j DATE: S B,P.i �S that the drainage has been installed to Code. FEE: .60 BY: NOTIFY BUILDING DEPA NT AT, 765-1802 8 AM TO 4 PM FOR THE FOLLOWING,INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-- FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ELECTRICAL ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES ;; Q®1 M V9E&-)i'A 9"ZLY98 NGIaCiSE POOL TO CODE AS REQUIRED AND CONDITIONS OF 'E�;R} r ? ,,.,ON.COMPLETION -SBIH@EB-T9WNRA :AOR °WATER° mu SOUTHOLD TOWN TRUSTEES -A TT N.Y.S.DEC FLOODCOWLY WITH CHAPTER 148 OCCUPANCY OR FLOWMIMAGEE PREVNIffM USE IS UNLAWFUL ' 0p-o �°�' ' m com WITHOUT CERTIFICATE " OF OCCUPANCY REVISION: II/2q/IS PER TRUSTEES RESIDENCE FIRST FLR EL +14.0 LOT COVERAGE TABLE 1/2/11 PER 5CDHS GARAGE FLR ELEV +12.0 TEST HOLE CRAWEV L SPACE EL +6.0 SITE AREA TOTAL: 550-12 sf POOL HOU5E ALARM PANEL W/ ELECTRIC LINE TO PUMP NO SCALE SITE DATA tu FF EL +12.2 PUMP STATION IN CRAWL SPACE OF RESIDENCE BY MARK McDONALD GEOSCIENCE SCTM # 1000-104-13-06 O GRADE EL +I2.I UPLAND 51 TE AREA 52,204 sf GRADE LINE GRADE LINE z SOUTHOLD, NEW YORK 11971 PROPERTY: 2455 NASSAU POINT ROAD GRADE: EL +II. w ELEVATION +11.8 GRADE LINE TEST HOLE DATA 1118117 ELEV. + 6.0 � GLEAN OUT A ELEVATION ADDRESS CUTCHOGUE, NY a CLEANOUT ELEVATION AREA CALCULATIONS FOR UPLAND SITE AREA O II0.1 MIN. 2' MAX. +lo.b STRUCTURES EXISTING PERCENTAGE PROPOSED PER E AGE 1.0 FT. DARK BROWN LOAM OL OWNER: JUSTIN & ELIZABETH MIRRO It 1/4`717T. MIN PUMP 14"/FT MIN + HOUSE: 2,282 sf 4.37% 4,227 sf 0% 3 REENACRE COURT 4.9 FT. BROWN CLAYEY SAND SC KENSINGTON NY 11021 STATION I S /FT MIN TOP OF POOL 8.1 AGC STRUC: 527 sf 1.0% -748 sf 1.45% WATER IN - SITE: 55,672 sf = 1.278 ac 4" dia 5DR-35 4" dla SDR-35 SEPTIC 5eptic 4 1 EAGHIN o O (GRAS✓ITV FEED) (G VIT) FEED) TANK 5DR-35 GALLEY PORCHES: O sf O% 1,377 sf 2.64/0 8.0 FT. BROWN CLAYEY SAND SC ZONING: R-40 IE. +1.56 BOT OF POOL +4.1 DEO KS: 0111 sf 1.74/ 0 5f Ogo t- J . PC I E. +-1.86 0 WATER IN SURVEYOR: Harold F. Tranchon, r , IE. +10.4 IE. +8.56 IE. +*7•77 GROUND WATER +1.1 0 0 P.O. Box 616 50 MAX q � POOL: O sf O/o 152 sf 2.�i2/ a 17 FT. PALE BROWN FINE SAND SP Wading River, NY 11792 � 3 MIN TOTAL: 3,"720 sf 7.11/0 -7,a-15 f 15.0% 0- COMMENTS: WATER ENCOUNTERED 4.9 631 9294695 Z 34' 75' 60' c LICENSE #048992 BELOW SURFACE, ELEV 1.1' CD DATED 01/16/17 W SEPTIC PROFILE 2 sty fr dwelling I a 8-8-2017 TOPOGRAPHICAL (N.T.S.) N/O/F DATUM NAVD 1988 Rathgeber K A Irry QPRT O --- R-a�ige-ber rry QPRT --- PROPOSED NEW UNDERGROUND 111 Cherry Valley Ave #507, PUBLIC WATER LINE LINE IN BETWEEN NEIGHBORING V Garden City, NY 11530 PROPOSED NEW UNDERGROUND BUILDING STRUCTURES / 2325 Nassau Point Rd PROP05ED-NEW GENERATOR ELECTRIC UTILITY LINE 1000-104-13-5L AT1 %j IV MAP` ��� LOCATION OF EXISTING SANITARY 5Y5TE TO BE U DWELLING WITH PUBLIC WATER FLOOD ZONEbNF` ABANDONED - FILLED IN OR REMOVEDIS REQUIRED / EXISTING EXISTING GARAG STRUCTURE EXISTING TREE TO REMAIN NEW STONE EXISTING OVERHEAD TREE TO TO BE REMOVED NEW STONE TREE WELL SURROUNDING EXISTING TREE NEW WOOD RETAINING WALL 10 FT RETURN FROM Mud / WALL UTILITY LINES REMAIN Creek ro�dwaters. EXISTING UTILITY POL WATER SIDE SEE DE I 3 /;, °"e PREFAB YARD BA51N (4x4 W/ MTL WATER METER I PROPOSED NEW PROP05ED SILT FENCE GRATE PIPED TO DRYWELL .:E.. . / / 50' SETBACK LINE ++-- POOL EQUIPMENT UNDERGROUND PUBLIC, DURING CONSTRUCTION / FROM BULKHEAD 20 333.84 ACTUAL 2 e ,��° Z I Z N 80'42'00"E WATER LINE SOS NC PROPOSED S r � / � / �_ 1 � � SILT FENCE 20 / !!1 _ - _ 16 /. 2 0 pLppD II' o DURING CONSTRUCTION ie' I / B /, / ' ZONE X I NEW BEACH GRASS IN EXISTING NON-TURF BUFFER P�o�icBay% - ((\ z / + I �. too R %; -7` - - - - / I EXI5TING WOOD WALL TO BE REBUILT AND 8 4 - - _ - - I coo INCREASED IN HEIGHT TO ELEVATION +10.0 `z N/O/F 4 FT E •// / I(. -N I I r*� SEEt'3-'\ Maguire Carol A Family Trust .p _ (� 9 Y 20MA' SED- s NEr 10.6 PO Box 1027 9p I i I b / GEOTHERMAL ODL r T ;/,0/ iG�F STONE R E wELLs TYP I �''i :i � _i_ {_ TER dE \ NEW STEPS TO TERRACE j/ i Cutcho ue NY 11935 � I � t�` �'�� .�. ' 51TriNGT „ o 2500 Nassau Point Rd `r 8 / 14 -EONS GTI N / ® S I / L� � ' LAN 1C, jzk, ,v. RELOCATED BEACH STAIRS AND LANDING % GA 7 S O - r10D' _ i Z 1000-104-12-14.1 _ / I i_ 3" PROPOSED STEP - EXISTI 5 / � / ;y JFk:R-.E �°�C2.2� � + S DWELLING WITH PUBLIC WAFER . x r, I TO BULKHEAD % - " '�! � / / - I '�' y +10.4 � j/ / DRIVEWAY ENTRY 12 G O L0 / U �tA ` + I I �.,;/j//iii/i.. ;';:', -TO-BI= REMOVED 12,1 �O.O+ I ;'/i, :' ,r, / 12:1 i %' ,,: ; - / P/ G B1�3Q`, PROPOSED 1`` FLOIOD I " SED P /�; EXISTING TREE- - / - / %U � ` '�� --G RirD PORCH 50'-O PROPO POOL HOUSE ;''/'`�/' ; N TO REMAIN 16 _ I BULKH / , i / II.B+ I I.8 yPi� ! �-'= I' TO HEAD 10. - _ �y � L�_ . oPO5ED NEA r -a- +I 1A 0:_7„ Pj;.' PU d - 12.1 .t-.- ROP05ED PO , ..'�,. -IX EXISTING /- T E RAGE I TO HI OL HOUSE fG 1? ' �❑❑❑ , i I GH WATER M A NAS SAU rn��i TREES' + 8 rnl�` . 51DI=t�G m ❑❑ '�� - 2. ''RE ,1AI N + �v I EXISTING WOOD BULKHEAD P011VT z Z /civ y �' �; �-+ 1O' BA4IA 5H I�'` J I 25-I" EXI5TIN ENCE C�I(�i 4 / .�. min 1, + BULKHEADG RESID ROAD 7� / x4 PA KIN URT Y IN 1 - I EXISTING BUILDING �RA y AG _ _ _ - �I� / X14' >> +19 4 :: STRUCTURE TO BE REMOVED PROPOSED NEW - � G � i � i 11.8+ �. � �' - - DIA 5DR-3 I � - �� I � �� f� T•i• EE 114-7 PROPOSED RESIDENCE UNDERGROUND DRYWELL WITH x`i y EW _ _ 12 / _ UNI-5�RGROUND p✓ r, d 3i I I TO BULKHEAD METAL INLET 6R.ATE FOR / �/� t , < , n x4 'DRQ �.F , SANITARY. LINE ;� A C I Lcl 1 14'- :: STORMWATER RUNOFF FROM ' N ,: QBE p 5 > in 0 - H T I � 7 EXISTING DECK DRAINAGE CALCULATIONS s�RF ,,DIA 5DR=35 �, N 0. . . „k � Pf'1G�7 B I TO BULKHEAD DRIVEWAY SURFACE TYPICAL I I c IC.7+' : (GRA ITV F Ek7)`:. a - GRAW�' ACyE O PROPOS D � I AREA OF RESIDENCE DW-A 11.2+1 >g �m '2 SEs" ' < 12.Il 8 10 NEIN Po L I 50' SETBACK FROM BULKHEAD ( ) / + ; T } ROS O ..:: 25 x551 DRY WELL AREA x RAINFALL x RUNOFF FACTOR Z I O :21 f°LOdD � II.6+ x v 12 I- GEOTHERMAL r / I EXISTING BEACH 5TAIR5 AND (DW-A) 2,455 SF x (2/12 FTJ x 1.0 = 410 CU. FT. U, ,. PROPOSED NEW SEPTIC SYSTEM FOR 11min 1�0 g. 5T HOLE' ,� Y 3.b+ - wELLs TYP ' LANDING TO BE RELOCATED USE: (3) 8' DIAMETER x 4' HIGH POOL N a' _ 6 C ,jF 8 BEDROOM RESIDENCE AND POOL HOUSE X12 X L O LG O I LG O m►n EL +:b,0 x ;lid -' j` ,> ' r f z 2 '-5" I I EXISTING NON-TURF BUFFER TO REMAIN (3) VX 4' STORM DRAIN RING = 506.'1 CU. FT. J Y - 2000 GAL SEPTIC TANK (5T) - 5T Septic 11.8+ i' ¢. n I �� PROVIDE ADDITIONAL BEACH GRASSES AT PROVIDED REQUIRED �` N o 0 - CLEANOUT 10 d - 8 10.6+ / -, _ ?., ;1 I �,� I BASE OF RETAINING WALL 506.'7 GU. FT. > 410 GU. FT. W J W X GLEAN OUT 12 I u, z (6) 8.5 FT x 4.'75 FT x 4 FT LEACHING XP�P LG O LG LG O r ® I �_ I EXISTING TREE TO REMAIN AREA OF RESIDENCE (DW-B) a z LL +1I.q 61.6 II.1+ - I DRY WELL AREA x RAINFALL x RUNOFF FACTOR � W• u; GALLEY (LG) 5, / / 6 x 'nlLi' D ; +t3:6 PROPOS 12 REPAIR/REPLAGE IN KIND BULKHEAD TOP WOOD GAP - (5) 8.5 FT x 4.75 FT x 4 FT FUTURE / v - ?` I (DN-E3) 3,035 SF x (2/1:2 F = I m►n x I . + +II. 50'-q" PROPOSED POOL ( / T.) x I.O 506 GU. FT. 55 a 3: 4 EXPAN51ON (EXPG) LEACHING GALLEY I 150, / �� - 2.5+- a STONE;l_ USE: (1) 8 DIAMETER x 4 HIGH POOL 0 3v X F' d;1 ❑ , RRAG l0. -1-2.8 • iTO BULKHEAD FLOOD ZONE LINE N , �❑❑❑❑C I :: I FRO T YARD � / � V =� � \ ry .f < � \ - � I I- (I) 8' X 4' STORM DRAIN RING = 168.1 GU. FT. Q � ' � ❑❑❑❑❑❑ Gh�ADEI_ � bq I PROPOSED POOL USE: (4) 8 DIAMETER x 2 HIGH POOL EXISTING STONE WALL TO BE K 9� d v y v u 'S V I I TO HIGH WATER MARK (4) 8' X 2' STORM DRAIN RING = 337.8 GU. 'FT. . PROVIDED REQUIRED REMOVED i �\ O E- }° "' +-A N � I FLOOD 6 1 HIGH WATER, 1-16-201'1 506.'1 GU. FT. > 506 CU. FT. NEW STONE WALL o w \ 11.8+ 80."1 11.8+ 5 + ExrE 1oR FLOOD ZONE VE +q,7 I GEOTHERMAL WELL5 - ALL (15) WELLS AREA OF POOL HOUSE (DW-C) N/O/F I i \ a N B \ FIRE LACE ZONE AO BFE 11' I TO BE CLOSED-LOOP SYSTEM DRY WELL AREA x RAINFALL x RUNOFF FACTOR 461 SF x (2/12 FT) x 1.0 = 244 GU. FT. Goldman Shannon o 1 , I GAT \ m 10 I I EXISTING WOOD BORDER TO BE REBUILT AND (DW-G) I, b rah EXISTING 1 8 >C USE: (I) 8 DIAMETER x 6 HIGH POOL McKeand Deo ca I� PRtOPANE TAN � e � INCREASED IN HEIGHT TO ELEVATION +10.38 STEPPED , 2650 Nassau Point Rd, TREE TO 3 to AN GD BU 1 +6. �� �' DOWN TO ELEVATION +7.5 SEE DETAIL 3 (1) 8' X 6 STORM DRAIN RING = 253.4 CU. FT. ,��OF���li Cb U ERGROUND \ 5.8+ Cutchogue, NY 1 1935 REMAIN I o B = F F E B B E sw le PROVIDED REQUIRED ��P S C. �0 2650 Nassau Point Rd I \ \ x w x E x x x E %� 1 EXISTING WOOD BULKHEAD 253.4 GU. FT. > 244 CU. FT. Sq�G'A� 1000-104-12-15 I - . T- x x x ENG - +2• NEW BEACH GRASS IN EXISTING NON-TURF BUFFER AREA OF DRIVEWAY (DW-D) DWELLING WITH PUBLIC WATER PROP05ED SILT ,o - DRY WELL AREA x RAINFALL x RUNOFF FACTOR N \ S 80'42'0 0 W /'- 6 - 05.76 PROP05ED SILT FENCE (DA-D) 3,1I"I SF x (2/12 FT) x 0.7 = 45'1 CU. FT. a FENCE DURING \ PRO 05ED NEW TIMBER CURQ - ROPO ED NEW STEPPED TIMBER 6 DURING CONSTRUCTION USE: (3) 8' DIAMETER x 4' HIGH POOL CONSTRUCTION \ FOS -PATH TO BEACH /^\ PROF 5 D SILT CURB E EV 6.5 MIN (6" OVE FIN +3.4 50' SETBACK INE O U. FT. ' L FROM BULKHEAD (3) & X 4 STORM DRAIN RING = 506.7 C: � 8 T'ENC- URING GRADE, - _ - \ 1 PROVIDED REQUIRED 12 \ _ ) - - - CONSTRUCTION 8 - , \ / - - - \ + 506.'1 GU. FT. > 457 GU. FT. N/O/F - - - - _ ' - - - - _ NEW WOOD RETAINING WALL 20 FT RETURN FROM AREA BETWEEN HOUSE AND BAY (DW-Ey \ ` ` `- _ 10 - P$G�P65ED-NEYQ ITDERGROUND - - - - - PRC 'OSEIZNEY� WATER 51DE SEE DETAI 3 Monaghan Kenneth - - _ _ - _ DRY WELL AREA x RAINFALL x RUNOFF FACTOR PROJECT NO: DRYWELLS W/ MTL GRATE FOR - 0 UNDERGROUND - (DW-E) 15,613 SF x (2/12 FT) x 0.15 = 390 GU. FT. 1709 90 Fifth St, STORMWATER RUNOFF FROM FOR �TORFIF4ATER RUN FF 8 Garden City, NY 11530-4410 FROM BUILDING STRUCTURES � � f� FLOOD ZONE LINE USE: (I) 8' DIAMETER x 4' HIGH POOL 2750 Nassau Point Rd SITE (TYP) I I (1) VX 4' STORM DRAIN RING = 168.1 GU. FT. DRAWN BY: UT 1000-104-12-16 PROPOSED NEW SLOPED HOG NECK BAY USE: (3) V DIAMETER x 2' HIGH POOL DWELLING WITH PUBLIC WATER CONCRETE RETAINING WALLS (3) VX 2' STORM DRAIN RING = 253.5 Gu. FT. CHECKED BY: SEE SHEET 11 EAST ELEVATION / (LITTLE PECONIC BAY) PROVIDED REQUIRED T$ 422 GU. FT. > 390 GU. FT. FOR HEIGHTS SEE 2 2 sty fir dwell AREA BETWEEN HOUSE AND ROAD (DWF) DATE: 1/4/19 / DRY WELL AREA x RAINFALL x RUNOFF FACTOR LINE IN BETWEEN NEIGHBORING (DN-F) 8,654 SF x (2/12 FT) x 0.15 = 217 CU. FT. SCALE: N/O/F BUILDING STRUCTURES USE: (3) V DIAMETER x 2' HIGH POOL 1" = 20' - 0" \ / Palmeri Philip M a (3) 8' X 2' STORM DRAIN RING = 253 GU, FT. PROVIDED REQUIRED SHEET TITLE: 9 Hilton Ave, �.. 253 GU. FT. > 21"1 GU. FT. Garden City, NY 11530 tRd AREA BETWEEN HOUSE AND ROAD DWG \ / 2615 Nassau Point Rd DRY WELL AREA x RAINFALL x RUNOFF FACTOR R 1000-104-13-7 m DWELLING WITH PUBLIC WATER a (DW-G) 12,584 SF x (2/12 FT.) x� 0.15 = 315 CU. FT. SITE \ WIRE FENCE W/ N / USE: (2) 8 DIAMETER x 4 HIGH POOL FILTER CLOTH LA (2) V X 4' STORM DRAIN RING = 337 CU. FT.. PLAN II PROVIDED REQUIRED FILTER CLOTH MIN. 6" SURFACE 537 GU. FT. > 315 GU. FT. BELOW GRADE S E NAGE SCALE: 1 ' = 20_'-0_" SHEET NO: TEMPORARY STORM WATER RUNOFF CONTROL MEASURE BIDDING PERMIT SET EROSION & SEDIMENT CONTROL DETAILS SCDHS SUBPAIISSION NO SCALE TOWN TRUSTEES SUBPA" ISSION ALIGN FACE OF STONE VENEER RI5PR WITH WOOD RETAINING WALL NEV WOOD RETAINING _ - - - - - - - - - - - - - - � - - - - - - ' WALL SEE DETAIL 3 �; r rrl 39 d GONG STRUCTURE FOR NEW WOOD RETAINING - - --. - - - - - . - - - - STAIRS TO BEACH - WALL 5EE DET I L 3 0- - PROVIDE 2" THK I 39 - - - - - _ 6 NEW WOOD RETAINING - - _._. - __ - - - � - - - - - - - - - -I- - - - - BLUESTONE TREADS / � _ - - - - � � � � � � WALL SEE DETAIL 3 AND STONE VEENER GONG 51-AB TO / 6 BE SUPPORTED 411 41-all 8' 1 41_511 411 ON FOUNDATION / 14,_4„ \ Z I 8" THK GONG F0-INTNALL-all — — — — — — — — — — — -I -r'-2" -7'-2" ., 8 X16 GOON IFTG W/ 5#5 I 5,-5„ 3,-5„ W REBAR5 ON IND 15TURBED 2 DEEP 24 SQUARE I \ I 5UB6RADE 5{�" BELOW GONG FOOTING ON I I \ 0 FIN 1 SHED GRADE TYP UND 15TURBED 5UBGR&I F- I 0 I - I r TYPICAL r -1 r _ I _ 1 I-- - - - - - - I / V I L J �� J- I L J _ I / H- I I / L ' J I 6 V �j n VERIFY VERIFY VERIFY / Lam' I m I I r -1 / I r I , L J O �-� rl I 8 DIA CONCRETE PIER ON r I 8"x24 50 GONG FTG W/ Q , �, ry �— L — J = / L I J I i .T T I� ON UNDS TURBEDGH WAY - - - - - - - -�-I— - - -� L J I _ — - - - - - - - - - - - - - - - L — J L J _j_ I I I I SUBGRADE TYP r -, 1 I I Ilii Z = J 8" THK GONG FDN I ALL ON I ; l 8"X48" GOON FTG 6#5 REBARS 3'-I" 8'-4" L J I O' = I O I I I I I O' 10 101 101Lo 5' 2' ON UND I5TURBED S BGRADE 56" 2' VERIFY dam' BELOW FINISHED G ADE TYP I i l l m r�- I - - - - -�JI r -� r -� r r — - 1-000 - - - . I "L JL — J I L — J , L — J L — J L — J L � J [L7jJ 4 I 55 4._8.. / r I _i pr Q IL VERIFY I I NEW POOL VERIFY / L J I _ / I - I I I I I GUIN I TE OOL SITRUdTURE TEgRAGE PROPOSED1/�l I I I I I I I I I I r = I I I I�FflRG D--de l-�aNtz — I I I I I I I co Q• M DRAIN TD TO POOL. x-10 S I- - - - - - - - 4 DRAI LI E5 TO r — I — -f- —� /BEAM SEE DE Ab _ I L — — — — M R WELL5 r / / / I I ( I I I I I EL I GAL PILE w/ - - - - I— I— I I I L __ J GAPAG I TY, w/RE N CSR ED w } w 3 L — J � z / L GONG. BOND BEAT POOL \ = w- U W N I I I LOCATION SEE Lb TAI , I I I I I \ a Lo o / / I � I � I I I I I I I I I I :: _ � w• N m n TERRACEPROPOSED I DRAINS r 0 I I - _ I I NEW POOL I I I I I I I I O � TIED TO _i D- _ _ _ �. _ _ _ _ _ _ _ _ _ _ _ / I N 25 x55' 1"J I co vi / I DRAIN w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I LINES To z I I I I I I I I I I I I r � lo'-a" 12' I I -�'-2" I I T-2" I I T-2" I I O► r — 1 L L J / I I II I I I I :� 1 UNPER^JATE / { co . GUN I TE POOL E I NFORGE G N . BOND P L GHT / I I I , q° �, STRUCTURE10 -AM SEE T I I I ® l� - - - - - - 1.' mac` s ' / I 4 D A � / / I DRAIN L 1 NE I I _ I I I I I I I I� � �;�• ::� TO DRYWEL i S — — PROJECT NO: 1709 OOL HOUSE FOUNDATION I I SEE BUILDING PLANS FOR _ -T -� -I- -1 I DRAWN BY: UT / L J I DETAILS is ` L J Nio / ,� CHECKED BY: I I _ I I I ELIGAL PI E w/8 TON CAPACITY, TS I I i i - }- _ . • w REINFOR I : I d1 ONG SLA T BE - �- J — _ _ _ _ / ED GONG. BOND BEAM SUPPORTED O POOL - I I - AT HOT TU LOCATION SEE DETAI 1 DATE: 1/4/19 LEDGE 1 �t SCALE: GONG SLAP TO } \\ w - 1 - ", _ }- DRAIN L I NE5 TO -' 1/4" - 1' - 011 N / 4 D I BE 5UPPOI;TED \ z 10' 11L p - _� DRAIN LIN _\-----CLEAN � \ ..� .,. •.� SHEET TITLE: / ` OUT ON POOL MOUSE GU I TE H�T TUB _ VERIFY O CONNECTED WITH / TO DRYWELL � FOR SEPTIC FOUNDAT16N \ �STRUGT RE I I } 4" SDR-35 PIPE - - - - -�-- r SYSTEM r I r -� 1 r r \ r r r - -I r POOL �1_ � _ _ - _ L J L J L J_ \ L -i T :� ,T LIJ L J L TERRACE DRYWELLY�l � �/- FOUNDATION DWGlr— ERIFY DRAIN LINES O \ ® PLAN I DRYWELL5 CONNECTED8x6L — — — — — — — — — — WITH 4" SDR-55 PIPE \ \ _ - �— - - - - -L — J SHEET NO: UNDERGROUND 8" D I A CONCRETE PIER ON 4 _I — — \ \ I I I I UTILITY LINES 8"x24 SQ GONGTG W/ I L J L — J L — J L J \ CIA) It"ZZ's 5#5 REBARS AGH WAY I I UNDERGROUND 411 \ UNDERGROUND \ L - �� ON UND I�RBED I ® DIA DRAIN LINE \4 DRYWELL \ UNDERVZ013 117 •� � BADE TYP I GEOTHERMA L \ YARD BASIN 4x4 �. \gam , ; WELLS TYP Blvum& & mrm% Ezmm% MIT SET - - - - - - -- NES S>-EP�m3ERfi�ACE---P-ROYID y GN FACE OF STONE VENEER /r-IEX 15TI NG WOOD BORDER TO BE +.� 2 EX I STING TREE - - 2" THK TREADS w/ 2" OVERHANG R I ER WITH WOOD RETAINING NALL REBUILT AND INCREASED IN HEIGHT TO REMAIN +8.0 -7.5+ T \ TO ELEVATION +10.55 STEPPED DOWN - - - - +7.4 TO ELEVATION +7,5 SEE DETAIL 3 TW +7.4 OUTDOOR EXISTING NON-TURF 1. +7.3I'll 390- ELECTRIC - F 1 TW +10.55 cf.q+ 5\ - -= L5 +CIA _ - - - �_+�.-11 - - - BUFFER TO REMAIN OUTLET TYP - - - +7.2 NEW HANDRAIL = - NEW 5TEPPEL7 WOOD WALL r l TW +10.38 L6 ` NEW ST ED Tye +10.3 = + TO MATCH EXISTING L6 L6 WOOD NAL O _ TW 10.55 Swale IO I - - - +7,2 L6 TN +10.55 L4 - t&E4 I - - _ _ _ _ _ -__-=-, _ _ NEW WOOD RETAINING MATCH EX15TI _ __ -� �-- - - \ � � - NALL SEE DETA 10 \ \10.38+ 10 -�`- � _ � � \ 10 39 10 FL6 OD ON I \ I sw� � \ _ � TN +10.38 - - - - - - 6 E BF II \ I � -�_ 10.2+ ,�, 0 1 +10.2 � �� �` "b \ � I 1 _____� EX 1ST I NG � FLOOD 4�' � - - --- � ' I --__ CONTOUR Z ci.�f+ FLOOD - - - \ ----- swa le n ZONE X ZONEA � 7 7EX(STING - - - � � I-, / I \ -� 0 W EXI 5TI NG HOOD BORDER TO I BUILDING I � 1 \ _- BE REBUILT AND INCREASED i \ STRUCTURE TO I i � I \ N HEIGHT TO ELEVATION I i Q +10.38 STEPPED DONN TO _ _ _ BE REMOVED i I I 10 Q ELEVATION +7.5 SEE DETAIL 3 I � I / I I NEW CONTOUR = NEN TER AGE ATO E I- - - - _ - - -/ - REGRADING (.) 39 P WERS O 4" HIK ONO I i +�I - - -I 1 � A5 SHONN It- SLAB- -(- 6_1 / 0 _ I / / +11.55 PIG,�,L PAVING / I () PATTERN AS 5 O N I / / Z\ m n / I � I 0 71-411 1 I_ I 151_11 / I \\\ 0 Q z I VERIFY / --� `1 I O �► x / I I I w u► 4- 0 I / / i I III- _ - 1- - - ' // NEW 6" T+ I OR POOL. PLA1�! �ILARGM1�T Z . - L4 I L4 / = GRAVEL I I S ST #58 a 0 10.4+ +TO> " I .6+ +10.4 / -1 � SURFACE 11-611 1 FLOOD ZONE 13 u \ / It 11.6+ 1 �L VE Bf=E II' Q + / I o - +11.6 11.6+ 11.6 / � ,\ i � O,p ZoN� L'N FOR TERRAG� 0 � 12.0+ +12.0 ` / li' r_ 1-1--t--- - - -r T- I--I ENL.ARG E ME N T FLAN A U) �I I I I I I I I FLO D �- �� i � 11 1 I ZONE AO F I REPL.AGE SEE SHEET #51 1 - 1 i 22' S'I I I I I I I I 1 55' 5' Ltd � . I � �- I \ E F I I I 1 2117±"�cJ" THK STONE MT 0 +II. 1-1 ED(VNO (PN GONG SLAB TYP +II.Cf II.a+ N +12. 6 I = 6 - - ;:r',. .. J:`'.r" r?`�� i .; ".'..., a,.. :^I('4' .t.�;. :; »� :'y:..;✓;d�: .sr, .''.2,,t ti?i,"s; ;ir: ;°q'•,J.. ..�"•s')' '„�:: - -YE.'.?"'..+..r•.r:r"':. :i.r.a•: `"?- ,r:.c°?:, .,,t'' 't•''C•'''' 'r.:• ':.1;,.:.1,;£•^r;" t+y`:{:,:.ri.;.i,' t)ry '.;:><� ,•K•,z .�,:' : r!i•: ...,.,..:::, ,..,t„d'C.>>....,.�;'-"�.;f.�✓t ii4 ::s' `S• , : ;P;r,etT... .�., :.r v,'f.. i?. u,.., 11 :r X"L. ...',•.`.-::•3:. �,,.;w Y:•.:::.,.'.,,.1:.": :.,. �. -t�.il•.'::.n..Y"-',�:y:. S:ife.:,) SK. ,'z.,• t 1. :.''S:v... ..R.,r: a, ,.S•:,:.l x... „-.,... ;- ,<(i'':'. .. ;` 1t.a i,: - wy,F�l°'.-:>.}'y.,;.,m,1,.;,.' ;.#:.' /\Z ,< .:,. .J.- .I..l,.:'.'CT:. t l;i .`:JtiS I. t>i?.., `:1,". .h, .•?,. .'9. ,r' ,.f. ,e, ::y ':i? .;+;f YC', :� .. Y": .?i. r'>f,.>�' ):. ,.R:, rr�.',-: ,..,:i:v^,r,.' . ,:t;,. >: ,.,�>:r. ,, �- �I).�, ,.r:. ° - INEW TER A Y :. , ., -..4. :'f: :°'�`,,,•n:.-.-.-`�� ,,:;' �;=.• ,:�.�.:.,h /� G STONE P YE S O 4 ^,<.Ai�t:>': "'••t,", ri'Y}" ,.h:.' 'r r:i^': ^..1'd::. A 1, :.;l.f+t'i „. �1 Q 11 11 II '.J'fi:Y_. i SHOVER n a': ,.4. `,rti. �:S.t�«: ,.1 ,,,. ::� ^. :,(n",' -:"!'..' .n:`";::'. i y, 4- I� x 1 x HK 5 ONE Q 1�/ fb y,},:' ,.;: :_.�, :'e:,,„: PROVIDE CONTINUOUS POUR BOND BEAM AND HAUNCH W/ REGtU I RED REBAR IN POOL STRUCTURE BELOW FOR _ PAVING AS REQUIRED AT STONE TERRACE TO BE CONSTRUCTED AS A MONOLITHIC STRUCTURE CONSTRUCTED WITH THE POOL �`- STRUCTURE WITH NO GOLD JOINTS - TYPICAL SURROUND FOR POOL POOL SKIMMER TYPICAL N 4' 4' 4' 4' 4' 4' 41 4' 4' 4' 4' 41 0. 0. lo Z PROVIDE DRAIN WITH DRAIN W COVERS CONNECTED TO -(4219 M GLASS TI E5 SET INTO SUBSURFACE DRA I NAGElu C' POOL STRUCTURE, TILES } DRYWELLS TI SEE 51 TE Q PROVIDED BY OWNER OPLAN _ -(3219 V -(2219 Q \� 00_ PROVIDE CONTINUOUS POUR BOND BEAM GUN I TE U \Q� PROPOSED NEW UNITE STRUCTURE W/ REQUIRED SWIMMING PO L REBAR FOR THE BOX FOR THE Q 25X50 OI AUTOMATIC POOL COVER TO Q W/ MARBLE DUST FINISH BE CONSTRUCTED ASA SHALLOW ENDDEEP END < MONOLITHIC STRUCTURE CONSTRUCTED WITH THE POOL Z 5'-&" FT DEEP 5 FT DEEP O STRUCTURE WITH NO GOLD xJOINTS O - o o- A til U(Dcl) Q PROVIDE STEPS INTO POOL (n WITH 5 EGiUAL RISERS TO UNDERWATER POOL RETURN BE CONSTRUCTED AS A POOL L 1 GHT INLET TYP I GAL PROVIDE DRAIN WITH DRAIN Z UP MONOLITHIC STRUCTURE FIXTURE TYPICAL COVERS CONNECTED TO w CONSTRUCTED WITH THE SUBSURFACE DRA I NAGE Lo POOL STRUCTURE WITH NO '�' =� GOLD JOINTS DRYWELLS TYP SEE SITE N (y PLAN POOL BAJA mDRAIN LINES TO SHELF ��DRYAELLS CONNECTED SWIM OUT SWIM OUT WITH 4" 5DR-35 PIPE -� (y LEDGE LEDGE =� -(2211) +12.1 (0.0) _ +12.1 (0.0) TW +15.6 . 06 z VJ • M OI PROVIDE CONTINUOUS POUR BOND BEAM AND _ o HAUNCH W/ REGU I RED REBAR IN POOL STRUCTURE w -'' c Z F0f;P-,-- HOT TUE PLAN------, 1-+oT TUB BELOW FOR PAVING AS REGU I RED AT STONE w. U W TERRACE TO BE CONSTRUCTED AS A MONOL I TH I G w a to ENLAR(3E:��IIIIIIIIIIIIIII[ENT '� STRUCTURE CONSTRUCTED WITH THE POOLN STRUCTURE WITH NO GOLD JOINTS - TYPICAL Q 1'�)E7AILS SEE SHEET 5'� SURROUND FOR POOL co w- UNDERWATER POOL L 1 GHT FIXTURE TYP I GAL PAINIII, omirk EL m OUL P" LAIM PROVIDE DRAIN WITH DRAIN COVERS CONNECTED TO W)'. SCALE: 3/8" V -0" (�1 SUBSURFACE DRA I NAGE AUTOMATIC, POOL COVER SEE '' ? DRYWELLS TYP SEE SITE PLAN MANUFACTURERS SPECS FOR � ' r ✓�� ' SIZE AND REQUIREMENTS DRAIN LINES TO EXPANSION JOINT WI T DRYWELLS CONNECTED ` 2 2 JOINT FILLER AND °1°"��� ` 6 EXPANSION JOINT WITH JOINT 12"x72"x2" THK STONE POOL GOP I NG i WITH 4" SDR-35 PIPE SEALANT TYPICAL ,r o " FILER AND SEALANT TYPICAL W/ BULLNOSE EDGE AT POOL TYP PROVIDE STONE PAVERS TO MATCH TERRACE OVER AUTOMATIC, POOL COYER BOX WITH STONE PAVERS ON PROJECT NO: 1709 STONE PAVERS ON MORTAR PROVIDE STEPS INTO POOL WITH 5 EQUAL REaU I RED 55 5UPPORT5 FOR PAVERS MORTAR 5ETT1 NG BED ON SETTING BED ON 4" THK GONG RISERS TO BE CONSTRUCTED AS A ANCHORED INTO POOL GUNITE 5TUCTURE 4" THK GONG SLAB W/ 6X6 FAE Y: UT SLAB IN/ 6X6 10/10 AAM TYPICAL MONOLITHIC STRUCTURE CONSTRUCTED WITH 10/10 NAM TYPICAL TERRACE //;tjTHE POOL STRUCTURE WITH NO GOLD JO I NTS D BY: TS 0 1/4/19 SWIM OUT LEDGE (BEHIND) DEEP END PROVIDE 30# B ILDINGPROVIDE 30# BUILDING PAPER O SHALLOW END _ GALBOND BREAK TYPICAL = - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROVIDE HAUNCH INP 3/8" = 1'-0.. PAPER BOND BREAK TYPPROVIDE CONTINUOUS POUR BOND BEAM AND PROVIDE 15 x24 CONCRETE BOND BEAMPfi�OPOSED NEW GUNITE ! STRUCTURE FOR PAVINGOAS TLE: HAUNCH W/ REQUIRED REBAR I N POOL O 12 WITH REBAR SEE DETAIL 1 max 1 41 SW i MM I NG POOL REQUIRED AT STONE TERRACE 7C �"�'� "' BOX FOR AUTOMATIC, POOL POOL STRUCTURE BELOW FOR PAVING A5 REGiUiRED --�--► — � �• �. .��! ` � .� 25XE0 AT STONE TERRACE TO BE CONSTRUCTED AS A COVER SEE MANUFACTURERS MONOLITHIC STRUCTURE CONSTRUCTED WITH THE — — — — _ _ — _ — — — — — — — — 3 SPECS FOR SIZE AND DETAILS & POOL STRUCTURE WITH NO GOLD JO I NT5 - - - - - - - - - - - - - - - - - - _ _ _ _ � max 1 REQUIREMENTS FOUNDATION TYPICAL SURROUND FOR POOL PROVIDE GUN I TE POOL STRUCTURE TO BE CON UCTED A5 �`` COMPACTED GRANULAR FILL. COMPACT IN----- PROVIDE CONTINUOUS POUR BOND COMPACTED GRANULAR FILL. COMPACT IN A UNIFIED CONTINUOUS SINGLE STRUCTURE G STRUCTEID 12 L I FTS TO q5% DENSITY. FILL BOTH BEAM GUN I TE STRUCTURE W/ 12" LIFTS TO Q59 DEN51 TY. FILL BOTH WIT NO GOLD JO I NTS, PROVIDE REBARS REOU I RED ` 51 DF-5 OF WALL EVENLY TYP REG2U I RED REBAR FOR THE BOX EX I G GRADE ELEV. +4.0 FOR THE AUTOMATIC, POOL SHEET NO: SIDES OF WALL EVENLY TYP � � \ \ � � UND i COVER TO BE CONSTRUCTED AS TYPICAL FLOOR - 6" THK _ _ _ _ _ _ _ _ _ _ _ _ __ _ CONSTRUCTED WITH THE POOL HELICAL PILE w/8 TON GAPAG I TY, GUN I TE WITH #3 REBARS AT 12" UNDISTURBED HEL I GAL PILE w/8 T GAPAG I TY, STRUCTURE WITH NO GOLD JOINTS co),w/RE I NFORGED GONG. BOND BEAM OG EACH WAY MIN TYP I GAL 1 SEE DETAIL5" ECTI LP05UBGRADE TYP w/RE I NFORCED CON BOND BEAM SES 1 DRAIN LINE FROM AUTOMATIC, 22 SCALE: 3/8" = 1' -0" DETAIL 41 POOL COVER BOX TO DRYWELL BID & PERMIT SET PROPOSED NEW GUNITE HOT TUB SWIM OJT LEDGE POOL 12.1+ +13.6 13.6 +12.1 POOL �- COPING IL TOP O HOT TUB COPING - > PROVIDE 24" LONG TIMBER ANCHOR BLUESTONE COPING 11/2" THICK, SPIKED AT EACH DEADMEN Skk 12" WIDE, 30" LONG ON TOP OF HOTTUB SEAT CONCRETE RETAINING WALL UNDE"ATER POOL LIGHT PROVIDE DRAIN WITH MRAIN COVERS CONNECTED GRADE FI RE TYPICAL TO 5UB5URFAGE DRAT AGE DRYwELL5 TYP SEE Z PROVIDE 48" LONG DEADMEN AT 8FT 51TE PLAN .. OG STAGGERED EVERY THIRD TIMBER COURSE W 36 GRAVEL DRAIN PROVIDE 6x6 PTL TIMBERS HOT TU FLOOR GRADE REINFORCED GONG I" THICK O HEIGHT VARIES 42" MAX RETAINING WALL III E STUCCOHHOT TUB A = y PROVIDE 12 LONG GAL STL YV/ 2 ®� 12" RIZ. AND [ dJ I O i7 39 2 #5 ® 12 VERT. 7 V X SPIKES AT 24" SPACING AT d \X/ ALL TIMBER COURSES / I 7 D PROVIDE TWO FULL COURSES RADE OF TIMBERS BELOW LOWEST PROVIDE NEEP V FINISHED &RADE TYPICAL HOLES, V2" PVC, TE RAGE 1 BELOW GRADE ON LE TL &RADE FINISHED 51DE AT 4'0" OC, WITH 12" THICK - PROVIDE REBAR 24" LONG GRAVEL AND FABRIC _ Q FROM FIRST TIMBER INTO FILTER ALONG BACK GRADE SIDE OF WALL m HOT TUB SEAT LEVEL 8" THK GRAVEL PROVIDE GRAVEL FILL 4'-2" DRAIN 8" DEEP 16" WIDE REINFORCED Z GONG 12" PROVIDE bxbxIO FT LONG FOOTING N/ PTL TIMBER AT 6 FT OG #5 ® 12" _ O — SPACING LA6 BOLTED TO O.G. AND ��•:•. • ".. :<! �.� - - 11.. }- %0 — HORIZONTAL TIMBERS 3#5 CONT.__,,A'.' :, m TOP OF HOT $ IY mLL �I 7 U(D Q 7 WOOD RETAINING WALL DETAIL. CONCRETE RETAINING WALL DETAIL. 3 NO SCALE NO SCALE TERRACDRAIN LINES TO m } LEVELI' g DRYNELLS CONNECTED Lo 3" RIFY VERIFY WITH 4" 5DR-35 PIPE d' N VE IFY 1'-1" Lail J. IF 3' 101 3' VERIFY VERIFY 14 3 1 1 T SCALE: 1/2" = 1' -0" ors z VERIFY VERIFY VERIFY —j o � HOT TUB UNITE 5TUCTURE W/ MARBLE DUST FIN 15H 0, ° o I .04+ W J• a Z LL PROVIDE STONE PAVERS TO MATCH TERRACE OVER W r> v WATER LEVEL AUTOMATIC POOL COVER BOX WITH REQUIRED 55 SUPPORTS M W. a N = M OR PAVERS ANCHORED INTO POOL GUNITE 5TUCTURE PITrH DN TOP OF HOT TU AUTOMATIC POOL COVER SEE MANUFACTURERS Q ~ SPECS FOR SIZE AND REG2U I REMENT5 NEN TERRACE S NE PAVE ON 4 N N. 1I MARBLE DJST FINISH OVERHANG I I/2" TYPICAL v z OS THK ONG SLA N/ 6X6 Io�1O NWM SWIM our LEDGE - NPI AL PPVIN PATTERN , 5 SHOWN STONE VENEER ON GUNITE STRUCTURE cSJ TERRACE LEVEL EXPAN51ON JOINT NITH JOINT FILLER 4. AND SEALANT TYPICAL WATER LEVEL vj .F { - � STONE PAVERS ON �I MORTAR •� -v 1�I InI _ SETTING BED ON 4 THK GONG tea. to. I �E Y �l m ! V SLAB w/ 6X6 10/1 O WDM TYPICAL I GAL - W PROPOSED N � `'�'^ ` sr� ',& GU I�l I T� +12.1 I RIDGE 12.1+ � > ___T_ GUNITE HOT TERRACE � 'M1 <rN IL SEAT SEAT � ,�) - PROVIDE 30# BUILDING PAPER FOOLPROPOSED - O NEW GUNITE i'� (l� BOND BREAK TYPICAL �f ; "4 SW 1 MM I NG i PROVIDE HAUNCH IN POOL STRUCTURE FOR PROJECT NO: POOL �I HOT TUB FLOOR PAYING A5 REQUIRED AT STONE TERRACE 1709 F OU"POOIzZ FIREPLACE SEE s BOX FOR AUTOMATIC POOL COVER SEE 8„ ft 5HET 42 FORD TAILS --_ .' i MANUFACTURERS SPEC5 FOR 51ZE AND REQUIREMENTS DRAWN BY: UT ITCH DN DRAIN LINE FROM AUTOMATIC POOL CHECKED BY: COVER BOX TO DRYNELL TS PROVIDE CONTINUOUS POUR BOND BEAM GUNITE DATE: 1/4/19 UND I STUBBED STRUCTURE w/ REQUIRED REBAR FOR THE BOX FOR SCALE: I .04+ �UBGRADP THE AUTOMATIC, POOL COVER TO BE GON5TRUGTED AS PROVIDE GUN I TE POOL STRUCTURE BE A MONOLITHIC, STRUCTURE CONSTRUCTED WITH THE 1/2" = 11-0 CONSTRUCTED A5 A UNIFIED CONTII U U5 POOL STRUCTURE WITH NO GOLD JOINTS SHEET TITLE: SINGLE STRUCTURE CONSTRUCTED NI H NO GOLD JOINTS, PROVIDE REBARS AS REQ I D TYPICAL FLOOR - 6" THK GUNITE WITH #3 ELEV. +4.0A\ REBAR5 AT 12" OC EACH WAY MIN TYPICAL HOT TUB 12"x-12"x2" THK STONE PROVIDE 15"x24" CON TE TYPICAL FLOOR - 6 THK MIN PLAN EDGING ON GONG SLAB TYP BOND BEAM NITH REBA SEE GUNITE NITH #3 REBARS AT 12" DETAILS 1 AIL \OC, EACH WAY MIN TYPICAL HELICAL PILE w/S TON CAPACITY, EXISTING GRADE vi/REINFORCED GONG. BOND BEAM 1 SEE DETAIL SHEET NO: Ica \U2 TERRALAm;h' E br—% LfjAmN Aloft SCALE1/2 - 1' -0" KII; lm TH !'RU "r"10" OL— SCALE: 1/2" = 1' -0"