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HomeMy WebLinkAbout39431-Z ,og11EFOt,f Town of Southold 8/12/2015 t P.O.Box 1179 1 053095 Main Rd �ol �a 1tt! Southold,New York 11971 00#3 CERTIFICATE OF OCCUPANCY No: 37716 Date: 8/12/2015 THIS CERTIFIES that the building COMMERCIAL Location of Property: 64300 Route 25, Greenport SCTM#: 473889 Sec/Block/Lot: 56.-7-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/18/2014 pursuant to which Building Permit No. 39431 dated 12/18/2014 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: commercial building(restaurant)with covered entries, ramps, decks and roof top decks as applied for per ZBA#6150, dated 1/08/2009 and ZBA Special Exception#6589, dated 9/20/2012. The certificate is issued to Mill Creek Partners LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-12-0009 7/15/2015 ELECTRICAL CERTIFICATE NO. 39411 8/11/2015 PLUMBERS CERTIFICATION DATED 7/22/2015 Peconic Plumbing&Heat. th rize Sigure 401F0 _ �_` TOWN OF SOUTHOLD ��y BUILDING DEPARTMENT i y TOWN CLERK'S OFFICE 1\1:s, , �,�` SOUTHOLD, NY z_ 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#: 39431 Date: 12/18/2014 Permission is hereby granted to: Mill Creek Partners LLC PO BOX 326 Cutchogue, NY 11935 To: CONSTRUCTION OF A NEW RESTAURANT BUILDING WITH ATTIC STORAGE ONLY PER DEC, TRUSTEES, SCHD W/ FLOOD PERMIT/COMPLIANCE AE(8) - REPLACES PERMIT #36485 At premises located at: 64300 Route 25 SCTM #473889 Sec/Block/Lot# 56.-7-2 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 6/18/2016. Fees: PERMIT RENEWAL $5,111.60 Total: $5,111.60 . ng Inspect• ,;•�'SUFFot,� TOWN OF SOUTHOLD A y� BUILDING DEPARTMENT +o TOWN CLERK'S OFFICE tionoL �4 SOUTHOLD, NY !LP 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#: 36485 Date: 6/17/2011 Permission is hereby granted to: 64300 MAIN RD. SOUTHOLD, LLC CIO SILVERSTONE PROPERTY GROUP 825 THIRD AVENUE FL. 37TH NEW YORK, NY 10022 To: CONSTRUCTION OF A NEW RESTAURANT BUILDING WITH ATTIC STORAGE ONLY PER DEC, TRUSTEES, SCHD W/ FLOOD PERMIT/COMPLIANCE AE(8) - REPLACES PERMIT #32599 At premises located at: 64300 MAIN RD GREENPORT, N.Y. 11944 SCTM # 473889 Sec/Block/Lot# 56.-7-2 Pursuant to application dated 6/17/2011 and approved by the Building Inspector. To expire on 12/16/2012. Fees: , 64640 PERMIT RENEWAL $5,111.60 CO -COMMERCIAL Total: 7s'6 5; 14x46 Building Inspector hn 5 6-Do`)::6-)k) x FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32599 Z Date DECEMBER 18, 2006 Permission is hereby granted to : PRINCIPI PROPERTIES LLC PO BOX 1248 SOUTHOLD,NY 11971 for : CONSTRUCTION OF A NEW RESTAURANT BUILDING WITH ATTIC STORAGE ONLY PER DEC, TRUSTEES, SCHD W/ FLOOD PERMIT/COMPLIANCE AE (8) - VOIDS PERMIT #30971Z at premises located at 64300 MAIN RD GREENPORT County Tax Map No. 473889 Section 056 Block 0007 Lot No. 002 pursuant to application dated DECEMBER 18 , 2006 and approved by the Building Inspector to expire on JUNE 18, 2008 . Fee $ 3 , 646 . 20 o-, A Tri Q. Si ture — ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. Ac. 9Iks E, 13, 2.01s- New Construction: Old or Pre-existing Building: s../ (check one) Location of Property: (12 LI-5 00 H CCI n 24 C R,��7 � (ply . n1 A House No. Street Hamlet Owner or Owners of Property: YY\ \\ CJr e PC9 r-k r p xs 1 c_ Suffolk County Tax Map No 1000, Section 5.6 Block C7^] Lot b Subdivision Filed Map. Lot: Permit No. 39 43 I Date of Permit. I Z-1 $ 1 L 4- Applicant: Ap P .r-n e f S/ Health Dept.Approval: 'C5 Underwriters Approval: 'y Planning Board Approval: \ C S Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Ce ! 2- • 9-© ( p I et r Char e) Applica t Signa ure • 111 I..e SO- 11 4®, 4 Town Hall Annex ; 411; Telephone(631)765-1802 54375 Main Road % , Fax(631)765-9502 % coP.O.Box 1179 G @ 0 roger.richertCa�town.southold.ny.us Southold,NY 11971-0959 1 11 N. 11 lgCOUv,� 1 es BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mill Creek Partners LLC Address: 64300 Route 25 City: Greenport St: New York Zip: 11944 Building Permit#: 39431 Section: 56 Block: 7 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential Indoor X Basement X Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat 2-G4 Duplec Recpt 112 Ceiling Fixtures 93 HID Fixtures Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 103 Smoke Detectors Main Panel NC Condenser 9 Single Recpt Recessed Fixtures 199 CO Detectors Sub Panel 7 A/C Blower 9 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures 5 Time Clocks Disconnect Switches 114 Twist Lock Exit Fixtures 4 TVSS Other Equipment. 2-Paddle Fans, 11-Exhaust Fans, Power To Elevator, 100A Disconnect, 16-Combination Exit/Emergency Fixtures,23-Deck Lights,3-Walk In Refndgerators,2-Walk In Freezers. Notes: 8-Sump Pumps,Gas Appliances-Fryer-Grill-Range-Oven. Inspector Signature: C-7Date: August 11, 2015 Electrical 81 Compliance Form.xls i„,,,,i .10 Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 �� ` ������� Telephone(631)765-1802 Southold,New York 11971-0959 '_ `�► , � BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: ,7,7. Building Permit No. . SCI Li.3 e Owner: 1 I 1 Creek., Par-Frier-5 --Lc. (please print) Plumber: PC-6On-1�� (please rint) 6,ecw-E3 Ta, I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 'IF (Plumb/ ignature) Sworn to before me this 2/ day of , 20 / Notary Public, /. J County ' ,„am.. °" '°^'N^le. ""`"'v ANDRA L BERRY - Nom&PIMA,OMel raw Yak 0' Outiled - .^..tvmstrion emcee OftstrIVAL7 6e. cf \-k TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTJON [ ] FOUNDATION 1ST KROUGH PLUMBING Ur/2-344- [ ] FOUNDATION 2ND ] INSULATION <R4-4 ot,(27 [ FRAMING /STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] C - KING REMARKS: tko r --1-44.4 ' C jj 1 r C 4 tftior) 'AN DATE / 71)61--) INSPECTOR '21( \.1 HiQ ����...,.-__- __.. ) r,. f- b4-' ,,s,s, at\ ,* * A. ,..-0; ---_cf-couNvtio. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT,ION [ ] FOUNDATION 1ST [ OUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKIN REMARKS: ilr/L-,6 Iv „LILA L DATE ge% r INSPECTORA___, I. „,Of SOU/ * * �yUOUM'1,� ' - TOWN OF:SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION ” [ ] FOUNDATION 1ST [ ] RO PLUMBING [ ] FOUNDATION 2ND [ INSULATION - [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - 4 DATE INSPECTOR \_y r 3T?0,3 / .-. „,,,,,,,,,,,___ „,,,,,s0„0,, , ,,,,, ,,:f 4, :# # ��yCpUMY,O ' ' TOWN OF SOUTHOLD-BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU LUMBING [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [- FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [, ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 69-E___i''' '., C gigeLl- 4 0/41r / - eiSLC-, e 'Ai . 74Vtue 14 _ AP _/J , /4. 14-k-- `Pref4) X-soett.- ? 04/0 „. -DATE1 , INSPECTOR -- IL/*-6 ��OFSO(/Ty`Olo , I, ` (1-1 CianV #Ya # i •:,:& „pi 3 94 3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION • [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMA$: or „\-NDscE;voio 1 f DATE INSPECTOR O��pPSOUTy�- i/t4/fL ,F # ---_'. A- 01' Sgei ) 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) [ ] ELECTRICAL (FINAL) REMAR S: --/-7 Ahilt, --F-0C--Js ia&ZT ail Poorsca Zw' . C9COOPAggi `7,1- Spa2A-pAo - - _ --F-20 IA rr To C-0 riA _0_1(._ — A DATE g.---1/ J INSPECTOR 0 � ,� ,,�o�,pF SOpT�olo`` Int 61M - ks afr (01 (4‘61,..‘p TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ffi1ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: efretri.121-a&-' /Mr DATE f(/' INSPECTOR ThyssenKrupp Elevator ish Americas Business UnitCD August 7,2015 co) I-- Mill Creek Partners,LLC PO Box 326 Cutchogue,NY 11935 CERTIFICATE OF COMPLIANCE Job Name: Mill Creek E Ir E , D Address: 64300 Rte 25 -Southold NY 11971 11 -AUG 10 2015 LJ; Bt DG DEPT IVIN Or sou moo We completed an acceptance test of one(1)hydraulic passenger elevator at the above mentioned job site.This test was conducted in accordance with the applicable procedures outlined in the American National Standard Safety Code for Elevators and Escalators.ANSI/ASME al7.1-2004 and the American National Standard Inspectors'Manual for Elevator and Escalators ANSI/ASME A17.2.2-2007.The results of this test indiccMe that the equipment furnished and installed by ThyssenKrupp Elevator Company is furnished and installed in compliance with the applicable regulations of these codes. Very truly yours, Steve Denison Q.E.I.Inspector#E000308 certcompl • ThyssenKrupp Elevator Corporation 59 Otis Street West Babylon,NY 11704 Telephone. (631)491-3111 Fax (631)491-1829 Internet:www.thyssenkruppelevator corn 3q `13 1 FINAL ACCEPTANCE DATE TO:THYSSENKRUPP ELEVATOR i� BUILDING NAME -LI it , a tom^ STREET ADDRESS )-L.' ° 'CITY,,STATE;ZIP Si, r ` " )'--1 Ate/ BUILDING THYSSENKRUPP ELEVATOR THYSSENKRUPP #OF KEY(S)RECEIVED ELEVATOR ID NO. CONSTRUCTION CONTRACT NO, FACTORY SERIAL NO. KEYS KEY AND KEY NUMBER Pt:. I ,71.1 Independent ndeep Servica dent ,E ,a Fan S 144°44 Fire Service FE6 ' P} t. T 0=ir• l J Hoistway..Door t: • I..: Other: Gentlemen: I c- �� P. fa° We have examined the above listed elevator(s) furnished and completed by you in the above building under the terms of a contract between us dated - �� . The equipment as installed appears to be satisfactory and in accordance with the contract and we hereby accept it under the terms and guarantees of said contract, and acknowledge receipt of ail keys as shown above. ACCEPTED BY: - -1 - Owner/Arch. Purchaser . t - a,` TYPe or Print <. ,?Type or Pnnt - By By Type or Print Type or Print Signature of Authorized Official Signature of Authorized Official Title Title Type or Print Type or Pnnt Date Date ThyssenKrupp Representative - ., • • .1j ThyssenKrupp Elevator fit) CUSTOMER COPY FIELD INSPECTION REPORT DATE I COMMENTS 0j ro FOUNDATION(1ST) ;? FOUNDATION (2ND) v' tmi o / 6)-7 . __a_-4/ft-- (d k 1*mil imiminige !. 'Tft . _- .J -- -Mh, / "c. . ROUGH FRAMING& / PLUMBING 3 ./ rte �- 7 /v6-c-fr-op - 4a ' AM. 3# 2s.--- _,A....„4-f--A, - ,.., ,- ....,..„, INSULATION PER N.Y. - d _ 40a Ts STATE ENERGY CODE ••"! 04 r 1 /, cv ��� t /^ yy/Aw// i Iv // ....,,, . PPP e=,, ,,,,,/t4 . FINAL • 1/ i;i cS) ADDITIONAL COMMENTS '-t (Z.),4 4 ( PI' 44PZ. 4-//4/4-actj-,6i/vm,14% -: pRip0A,It r -t. v"' r • \Pt l U ve,Of 40,7 '' &, L5 4, C/ X ci 53 ►olis- V6 0 cid; ,, (a., c ! -4 -- - Farz-- OD I A. A moJ ,0,4 ;i 4 / 5 2A o o--or 6 (J (a ,�), i ( t---e_. J b \ x d m b TOWN OF SUUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Yes,Permit#=6055a Examined ,20 Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ,20 . __ f L r Building Inspector Lill /LJ/APPLICATION �'Ll` '� ' 2005 FOR BUILDING PERMIT B`a" DEF7 Date May 26 20 05 r w�� �_;��'rHa® ' INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 Sc uthold, 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 coAe,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspection r I 1 11, ! , id, i 1' ; as cot (Sign. e of as i licant or name,if a corporation) /' �qa d� 8595A Cox Lane, Unit#7; Cutchoque, New York 11935 (Mailing address of applicant) State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Applicant is Agent for Owner. Name of owner of premises Principi Properties, LLC (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: 64300 Main Road, Green sort, New York House Number . Street Hamlet County Tax Map No. 1000 Section 56 Block 7 Lot 2 Subdivision _Filed Map No. Lot_ (Name) ,—\ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Restaurant with Apartment above;236 b. Intended use and occupancy Restaurant with Apartment above; 236 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition ✓ Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 90' Rear 90' Depth 60' Height 20 Number of Stories 2' Dimensions of same structure with alterations or additions: Front same as above. Rear same as abo Depth same as above. Height same as above. Number of Stories same as above. 8. Dimensions of entire new construction: Front same as above. Rear same as above. Depth same as above. Height same as above. Number of Stories same as above. 9. Size of lot: Front 166' Rear 225' Depth 625' 10. Date of Purchase October, 2004 Name of Former Owner 11. Zone or use district in which premises are situated Commercial (Marine II). 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13.Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Principi Properties, Lid Address PO Box 1248, Southold'Phone No. 631 734.2410 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES_ ✓ _NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED.'--, 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing ,.' act)abo e . =., (S)He is the (Co actor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this A ( day ofdrw Lvyl.R. 20 Not.ry Public Signatur• ,.f Applicant PATRICIA CORWIN t;31:-/Public,State of New York Pa .01C05017852 t'ed in Suffolk County Corr '^Expires Sept.13, )10 eA 1 TOWN OF"S!OUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING EFlf PARTMENT • 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 Survey V- www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,2006. Contact: Approved ,2006 Mail to:SUFFOLK ENVIRONMENTAL Disapproved a/c - P.O.Box 2003;Bridgehampton,NY 11932 - Phone:(631)537—5160 Expiration -_- ,2006 \----- 1 ...1,_.--!-------- -, 19 �, 4 �_ •"t: "� (Building Inspector) \ 'y6 2COo VIA, - \,APPLICATION FOR BUILDING PERMIT . to _C, _C,,} S t:�';,,_„._,,,Lf.) May ay 24,2006 10„:!,,,,0i= Cry.. 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 purposewhatso 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 aBuilding 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,housin 1u - and regulations;andtto admit authorized inspectors on premises and in building for necessary inspections. - �,'� , . (Signature of ap. • • l or nam-,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 PRINCIPI Property(a/k/a MILL CREEK INN) (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 N/A s/s Route 25- • -- Arshamomogue House Number Street Hamlet : ,t3vr ,ti lell,;i'.,1 County Tax Map No. 1000 Section 056 Block 07 Lot .. 002 Subdivision N/A Filed Map No. 'N/A . Lot „' N/A (Name) i 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: ( a.Existing use and occupancy Improved with commercial structures&marina (only existing restaurant is subject to_ this application). b.Intended use and occupancy Same(proposed renovation of same structure) 3.Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Reconstruction (Description) 4.Estimated Cost $250,000 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 nature and extent of each type of use Commercial(i.e.Restaurant,Marina;etc) 7.Dimensions of existing structures,if any: Front N/A Rear N/A Depth N/A *Please refer to the attached Addendum for specifications. Height N/A Number of Stories N/A *Please refer to the attached Addendum for specifications. 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 *Please refer to the attached Addendum for specifications. 8. Dimensions of entire new construction: Front N/A Rear N/A Depth N/A Height N/A Number of Stories N/A *Please refer to the attached Addendum for specifications. 9. Size of lot: Front 167.17' Rear 408.0'± Depth 625.0' (max.) 10.Date of Purchase N/A Name of Former Owner N/A 11. Zone or use district in which premises are situated MIT-Zone 12.Does proposed construction violate any zoning law,ordinance or regulation:YES NO X 13. Will lot be re-graded YES_NO X Will excess fill be-removed from premises: YES NO X 14.Name of Owner of premises Richard Principi Address 8595 Cox Lane;Cutchogue,NY I I935Phone No. 631)734-2410 Name of Architect Diane Herald,AIA Address P.O.Box 884;Westhampton Beach,NYPhone-No. (631)288-5049 Name of Contractor Richard Principi Address 8595 Cox Lane;cutchogue,NY 11935Phone No. (631)734-2410 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 W/ GAM 5. .LCkil 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 `./"rt"-/#07da of �� 2006 Notary Public "` Signature of Applicant Matthew D. (vans Notary Public of New York No, 011\16053859 Qualified in Suffolk County Commission Expires January 22,2007 • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIS' BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 , ' • , . • . , Planning Board approval FAX: (631) 765-9502 - Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. -ti Trustees ' Examined ,20 Contact: Approved , , ,20 Mail to: Disapproved a/c _ _ ____ __T 1 ,) (' ( �; F3 i r j Phone. • 7 • 2 1(6 'Ci Expiration 20 i j �C � 852-crest ate. 1 „moi ,' � 7 _ _,i M , - - Building-.Inspector--------1 - I DG DEPT. L. TCY,A, 1 '` SQUTHOLD APPLICATION FOR BUILDING PERMIT .. Date q' 2,6 , 2040 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted-tootthe 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. _9 _ . 411.111 . r ature of applicant orae,if a corporation) ?®. asmc l2'-iiSau +c N>/ l/4 7/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OC SA! X • tt• CSSWaisacrtt, Name of owner of premises1(1icie1 alkiaertiVI (LC, (As on the tax roll or latest deed) 1n p. leg is a corpo ation,i4gnature of dul authorized officer Y ---- rVAC$00.0 1 . ra(Name and I• 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: 6,1500n7i�►�e0 R • . .. Soca116412Golthest 7 House Number'. Street Ha et $ )1(3VAT.�r:firr. 1 s''3 10 • :- a;. CountyIA Tax MapNo. 1000 Section f, o�.f•r, ,` :,' `' 0- � � Block rj (p � �'It��,�,,,�.L4�,s� .� Subdivision Filed Map No. ,-- „,'0;,;f.-,: ,,::i ' ` -• ., idol' —— •"---• - _•, '�.:,i 9��tr...I a diY�'91 Z /\ --- i 2. State existing use and occupancy of pr Wises and intended use and occupancy of proposed construction: a. Existing use and occupancy 'rtges..?/YhmZ/042, b. Intended use and occupancy CtSite AS /A{A' r 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Cp25,0016Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units PyA. Number of dwelling units on each floor A/A. If garage, number of cars ly/a- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. MOM/0-4/1- 7. Dimensions of e fisting structures, if any: Front '' ca®/ Rear GDC, ® Depth (DC / Height 360 Number of Stories 2 514ei r-' Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8., Dimensions of entire new construction: Front (SOW Rear___ Depth SOi'14e Height c5,0444,— Number of Stories_c3,.. — 9. Size of lot: Front l kr I'l Rear 1-7—7 ' Depth 10. Date of Purchase to�® 4 Name of Former Owner /11fL• J4lp Se./o6pwvc.„, 11. Zone or use district in which premises are situated ill a 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO (...,°"---- 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 1/4---••""..-- 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES (1.0 .5O * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS NAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS.MAY'BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. , STATE OF NEW YORK) , SS: COUNTY OF ) , ' being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named: (S)He is the - ,, (Contractor,Agent, Corporate Officer, etc.)' ' of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me th's , - " a 1/46 day of 7 20 9 Co P- -A. aiy6r / ' Notary Public' Signature of Applicant BARBARA H.TANDY Notary Public,State Of New York No. 01TA6066001 - Qualified In Suffolk County Commissin Expires __IT 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 Z Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. 12--/18.- Z 6 Trustees - Examined /$' ,20 Contact: Approved /2 /e- ,20 C Mail to: Disapproved a/c Phone: gib Expiration 1 ,20 0 6 Building Inspector APPLICATION FOR BUILDING PERMIT Date ( 0— , 20 0 Co 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;adj oining 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 apuilding 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 construdtion-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. Pais P, ( 'gnature of.;.s licrpt or name,if a corporation) Q. '3 /2y crelid o N //97/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder glC14143 atricce) dca/At #- JW l Name of owner of premises aiNci1 P (As on the tax roll or latest deed) a.p pl•en is a corporat'•n, si ature of duly,authorized officer- f - .N, cr5 ra4reil ViName and ti 41g corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location o f land on which proposed work will be,done: Co'/3.56 G rLy House Number , Street '. let ,€it:6 / A1C! vv,11ro rt3i cc r 'i County Tax Map No. 1000 Section /b Block s c V 'fu ?cl,b)i►hot Subdivision Filed Map No. (Name) 2. State existing use and occupancy of prgnises and intended use and occupancy of proposed construction: a. Existing use and occupancy gutIuGT b. Intended use and occupancy 031101. 133 Vr- 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 324eitc) Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units iN)J/a- Number of dwelling units on each floor If garage, number of cars wf/1- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear (00 Depth 6G Height ZS Number of Stories 2- Dimensions Dimensions of same structure with alterations or additions: Front c ( YRear Depth Height Number of Stories car"— Woo 8.• Dimensions of entire new construction: Front ()Ower� Rear ` Depth Height Number of Stories 9. Size of lot: Front Vies ' Rear 17 7 Depth 62S f 10. Date of Purchase C C1 l8` 014 Name of Former Owner 9-6y SicuckeN.trnhot 11. Zone or use district in which premises are situated (41,12 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO � C idab 14. Names of Owner of premises glcift oPti4"'0iaAddress PA age) N//. ®Ph ne NoCcai) Z( ^S2 Z Name of Architect VL4 k k. &1d•.o '7-c, Address 41• • ' 11/414.Phone N163/ 73r1 - V ACS Name of Contractor Zcdvu.1/I ' 1,0-K_ Address CU. 'C,cQ ft./)4 Phone No.63/ 736f-2•51/0 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ANO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. 9'3(//'" 2t l0 b. Is this property within 300 feet of a tidal wetland? * YES 1. .'"----1\10 * 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) S COUNTY OFsJ _ �.tCHM00' ea-iew-vel 5 ,2 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Gw-neou . - - r cPC - (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. Swor r,tgefore me this day of � a 1 ' 20 0 J( 4 ' k �'�`� •o�aNc , Notary Public CAROL BEST Signature o App,C cant Notary Public State of N York Noitat 097127 Qualified in reams of C ouny Commission ExA 1 2007 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c 5.1110 10/17/ n( / Phone: 7,34---(465 Expiration ,20 D U E c E [I W Building Inspector � ADPL CATION FOR BUILDING PERMIT JUL 17 2012 Date _11U 16, ,20 1Z.INSTRUCTIONS �J BLDG.DEPT. a. s' .•• 'iii infer •Be corn let,ly 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,hou' g code,and r-; lations,and to admit authorized inspectors on premises and in building for necessary inspections. P Signa,,; -"• applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder )11--e.esi-- -Prr c 6 ( (0 t d-r,..) Name of owner of premises .H 111 (�Yt�.k (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: House Number Street Hamldt County Tax Map No. 1000 Section c56 Block 07 Lot 4. Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy PZ1-A Lip I- Y'Klnci 3. Nature of work(check which applicable):New Building _ Addition — Alteration - Repair — Removal — Demolition — Other Work (Description) 4. Estimated Cost — Fee — (To be paid on filing this application) 5. If dwelling, number of dwelling units — Number of dwelling units on each floor If garage, number of cars — 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 15--A-try-e---1 7. Dimensions of existing structures, if any: Front — Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear_= Depth — Height — Number of Stories 8. Dimensions of entire new construction: Front Rear I -= -- Depth's --4 Height _--- Number of Stories s j 9. Size of lot: Front .gan` Rear 21.x - +/- Depth ' 747'17' 'T 10. Date of Purchase Name of Former Owner -- 11.Zone or use district in which premises are situated M- Z 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO x 13. Will lot be re-graded?YES NO )C Will excess fill be removed from premises?mioYES NOK 14.Names of Owner of premises'pranc.i 1 Pr -j-k'sAddress poi 17)0x 122}-�N'( one No. Name of Architect Address 2h2?sl`l- ill,Co-- Phone No --7,v,4-6-1.0s Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES k NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSI; )- \.hC }�j r- r- • being duly sworn, deposes and says that(s)he is the applicant (Nam of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 1-j14 20 /2 / et l " �GlA RiCHA /AL / Notary Publiroi 11"c, "'/ `gnature of Applicant NO, 01816042467 Qualified in Suffolk County Commission Expires May 30, • 0'� -- Albert Albert J. Krupski, President 'Q 2 Town Hall , James King, Vice-President = G#\ 53095 Route 25 Artie Foster d - P.O.Box 1179 Ken Poliwoda �y. ref a: 2 Southold,New York 11971-0959 Peggy A.Dickerson '� # 0��+1+% Telephone(6311 765-1892 V#* 10' 1+% * *011 Fax(631)765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 6055A Date of Receipt of Application: January 14, 2005 Applicant: Principi Properties, LLC SCTM#: 56-7-2 Project Location: 64300 Main Rd., Greenport Date of Resolution/Issuance: January 19, 2005 Date of Expiration: January 19, 2007 Reviewed by: Board of Trustees Project Description:To secure the foundation of the existing restaurant/building, including repair and maintenance, and replacement of the existing footings. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 97 of the Southold Town Code. The issuance of the Administrative Permit allows for the operations as indicated on the survey prepared by Martin D. Hand L.S. dated December 3, 2004. Special Conditions: None If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 97 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Albert J. Krupski, Jr., President Board of Trustees ' -okr 4474..., ,,„___,..„,,„1,` ,, .4,14;,;, J„U i „77a,,,,�, s=tri h, l �4�1 c 90,—,A;,,,.„,,,,,,,,,,,,,,,,-;.‘q\----.• !, 4,,,,.• 7 f ,, .. ; v ,, }, l h . ;, 4 E-1` _ o ' 1Y'j r - ,' r r -‘ ,� ,, - - ✓? '`t ,s ,,v , h rIr , .er N"` 4 r ) 'rte,h r .' CC 1 :1 i k' rrlf3"S�„�y, r. r �, ri � r01�, � � +�+?,•n bFi � r�;�Yi -� .,q:,l ,r»15.Z ■� ,Z ,h �) i�� �\i/� h ��) Ct"�h'l ,�v'Y'.r�r� �l� ( �+� J./�. 3. ..� �f � b �)� ..f \ / '.\ t. � f N � Y?: : I,'� 4 � n ��* X61 e j r � ti : \'e-14\ ' ' l.M 2c°1,.Ia�.i+`„1.ALf'yN+kk•YX1,V'1U e.Y4”/f A3+.(,.LY`d Y.�,Y .:+,9v V.,V., :;yl .'•cN,. J.+%Y .G9":5.:. 1 Y'`^-: f ���:�';tz��gra BOARD OF SOUTHOLD TOWN TRUSTEES �, �� � t " � SOUTHOLD,NEW YORK r , -,-,.04=i, ,,z, „ _.,....t.„, _% _.\_,.. , PERMIT NO. 6396 DATE: June 21, 2006 :: 9, til c4, ISSUED TO: PRINCIPI PROPERTIES,LLC f, 8 a 4 f%,,,,,,,' \',�"- Pte` PROPERTY ADDRESS: 64300 MAIN ROAD, SOUTHOLD � ._, 4 ,,,..z. ,,k1A.,, C;( ", AUTHORIZATION ti)y) , ... 4--A �; Pursuant to the provisions of Chapter 275 and/or Chapter 111 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 4 „ •'.. :”. ,i une 21 ,2006,and in consideration of application fee in the sum of$250.00 paid by Principi Properties, 1 LLC and subject to the Terms and Conditions as stated in the Resolution the Southold Town Board of Trustees 1,1♦1/1 N ' On rt' ) \ authorizes and permits the following: 7 0 . ` Wetland Permit to construct a new two-story restaurant over the existing foundation of what l} _/ >''' ;� >• was a restaurant with the conditions of gutters and drywells to contain roof runoff, a pump out^��,� � -'*#1,-! facility, a non-turf buffer to the east landward of the bulkhead, and all as depicted on the plan _ ir for the restaurant only and not for the marina, surveyed by Hands on Surveying last revised t • '; " July 24, 2006. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, l., I-...1-/' ,,,c 7. ,- a ' l' ;:(:' '.l' and these presents to be subscribed by a majority of the said Board as of this date. t �<� w r i i$9 411, a '' . ,..,•si„......_/_ ,(-A , ,,,,z,,,.,Ay ,,,,r,t_';,r,,,, -,--- . , 1 a i � "7 - . ,11, .%:'i'"1..,--,1' .;‘,1-u,_:,1J '4,4'4'.,....4•174 ,',„, `” ill:, 44 "111 .4,4. .. ., x. s•' is •&4ff -0.0.0 to ,S• '-1 p • sir,,,,, '''*i .‹..' •,,,,,e\- •;amu , ,,t,'. fi off" ` d', { . e•.��/— • t ...Zfi !, •atlrra ?:Xn,r,.,aw, � ..:L.r „A;w.,b'?e> A•,.'ra:5� n.. -Y sY..i:oi� 2r.a).b'f fA'I Ap•.t, „8k1-;(H .a.:.•, Rti2!"ral,.ry lknry t:ryn ur-.ryi rF !'/�+ \ �\ �,� s«j -',,,,, -Iv-,n Ur#w U r OF m u ' 1o41 ' IIf �v i wi• J s\ Jam, `�" i is- --- i;. 4 rt� ++,.4 �II� l.rr a`a. `J0� i'iv; 441+L r,24,,'`�� lc '.,,,�' `I I� .ii r !:- r�'`�� b'1 ,. �,' SY �rstY �+•e.� �� F�� �:.xk.�:a,: '41:00).; .,v .a. �,:i..� s � ess:,ts» {s. 'V��1� ; � e,t ��y�� a { LI' TERMS AND CONDITIONS The Permittee, Principi Properties, LLC, 64300 Main Road, Southold as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Department of Real Properties Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90) calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. r ;�:.,45"yi dt#',, , ma,}�5 }8 r is = ,`,sz„,t l ell • ,,,,,,,, & - �yR ', g 44.$'.$"in ..g'b�y;e i¢r v,i > de`� ' x u 5 t ante r",4^,@ffiAts i. ,VOZ`3 s +'""4'`i x.,.'� a, ,..f "v ,, ti t`ar ct .y , 9 �n x. ti . rl 41, '9 l '�`'3 ^caw. c,� rt ,�•^ „^`" g,zw , M s . ,,,•, ``3 ,(, as '" r:44.'4", f > , 04 , ter: ) .w,.. '` ,,y;. t �r`i;.d� rrc it /AM, �, ya�4 , .34:' ...4V''',?,,, b =ani -`' °,-7.1.44:,,?..:,,,, + ,,,„, -,,,P,,,,' +� .-f`�rr ,.. .;. z-. ,*, ;'§-1,,,..,,,,,,,,4 • i , 4 roc,a,',,.vr,,,,,v,•.pwx. "� "_. 4\roK 3'$5'�AR3°jy�,:3rXYASm+'•*Y'3T.�2Rr+'�n'AnJ,•Yts„ttyc(l'Y+?}FL.J�\R,U'r1 NaFyK�.pi..9.JRn°'r�.,�. .: . "pyNRPi.4rr7u3Tn^n t!0#R&:r4tewvui, ' --a`° 6 (f( .1t. y$. p5E4x' qt£kr.U1V4Ltr��t0.`K2^.Piia..ti;x.f1' lYf �,y '-.5' -,,,,-vs::,( I S ` YL•+lA �` ii . v 1 OARD OF SOUTHOLD TOWN TRUSTEES 'r = 1 r i 'a qyc s J/,+�aik: SOUTHOLD,NEW YORK ,�•.`k'C . 1 Y Y ,,,, ,rvil.1 },,:It . PERMIT NO. 7691 DATE: NOVEMBER 16,2011 ,' , Pi t :i r` ` ° . ISSUED MILL CREEK PARTNERS,LLC �' f;� / ` 1 1,(‘if, 4'a`, tz 74 • , ��' � PROPERTY ADDRESS: 64300 MAIN RID., SOUTHOLD r� � ,{ f; s 9�•, AUTHORIZATION ? = 9,_, ,, R� it,. k X, : Pursuant to the provisions of Chapter 275 and Chapter 111 of the Town Code of the Town of Southold i f� and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 16.201,„ r' ' yY". in consideration of application fee in the sum of$250.00 paid by Mill Creek Partners,LLC and subject to the ”. t Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits th z, 1 �/s�:�$, � following: �':• 1 � r f s V+c�J tit, C r _4 Wetland Permit for the existing wood decking and steps located off the eastern sid __ ' m tN: .g of the existing restaurant,containing 1,050,sf.; the existing stone paver patio and steps ., s.f tvagyi located located off the southeastern corner of the existing restaurant,containing 475 sf.; cA ` ' " ` reconstruct the existing wood decking and steps located between the southern side of the 1 e; >'' ti4 restaurant and bulkhead,containing690 sf, and to construct new bulkheading located pl ,'r�.S,'* along the north side of the boat basin measuring 153 If.,3' further south and elevate to F. �AL...., r 6 - 'z ; match the existing surrounding grade,and as depicted on the site plan prepared by Names ' '_ ` lam, 3-y K��,A C /; I, L.Steelman, R.A. last dated October 25,2011 and stamped approved on November 16, t'`�: tf \. g d;, 2011, �` ` t IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, 4 . f�Vy� : and these presents to be subscribed by a majority of the said Board as of this date. &;4,xr�, (Aer \\it ° r!'v' a. /l�iMssrr.��yy f ^G-G1.',w''`yG•+' 77: ,ii7i, 7;s:?\: ii' _ .e fit . •• • . , . c....———, , 2 .....j un,t, 7j.. ire.-.g'n1(),c- , ;4,4,:,... p "•III 3 P. <S I, 4 `v:t�,ai_,t ;-.:jJ.,i,Jil ,14i2'+6daw7Rr'a Y)x\rt�Ars •+r1?Yiat'nt- -4S t,,iii TO.'s: J(�l'Y:iSr::4",if xmitik VtFcet;,.,ii' iv \s'.4,;:-'1:7,-,::\�^ 'G.fi\r LLt f( •�� vAF�Y f +(fi YliiYf)3n+F.l AJC W?<4't({r7!S'7})vse-�'l e2 b\ S 1� Yr.e . '' Vi, t �� ip :F ; t, ,45-17:,:,,, 1 t{; . k.A.Y. ^`5T. ::0--;, x3. y ) `! IP' 'Il.::) Ev 1 i' t7' 'k f ,,,rf' 1 28 TIP ifii', :k. ' I '',0,' „,, A. ,'.P.,;•^ .. ,, *'�.. ,. `t' V;;-.0.,;:;,,,':, \t` ^�NiF:Tr-‘5,5'• �- 'I _,,,�' +� •tg3 . 't i_' •c.l 52.V 99 m"%14 ' sc 5 v rr at c ''' r! ”' �I L_ 1'.+.t 6�s ..P.."....*'.r s et r ; „A�, ,;� t :.°7' t 5 ]' qa "�'Xts", --..4 '¢b ' yet " ` . ,,� . . §�`p,t ` ---- : t ^^^ :` s t<• `� ..4..,,'4,.4,0� �`;'. �''s,'�a ° :„-%.‘;,,,,,iq ?„,sa v"` � _. .r�. �.g�,>12y�t���0eta•' •, •lxp�;i� p6ai,>• 'd tfSO(/t = �• y John M. Bredemeyer III, President Qe Town Hall Annex11-4;1 Michael J. Domino,Vice-President � - ® ` 54375 Main Road "k� i , P.O. Box 1179 James F. King,Trustee ; G ', f,Q 1 Southold, New York 11971-0959 Dave Bergen,Trustee ® Telephone(631) 765-1892 Charles J. Sanders,Trustee =etyt'oUNT °r� � Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1139C Date: July 31, 2015 THIS CERTIFIES that the removal of existing concrete wall along the northern section of the property and replace with a new stone veneer wall and pedestrian entry stairs (240 linear feet±overall); install a new free-standing sign along the northern property boundary; install a new timber curb (w/guard rail along boat basin side and bay side) along the gravel driveway within the eastern section of the property(1,300 linear feet±overall); install non-turf plantings along the northeastern corner of the boat basin(350 square feet±); install new drainage systems within gravel driveway(i.e. 6 drywells); install new lighting,underground utilities (electric, etc.) where required; construct new Dock Master/Marina building(290 square feet±) atop existing decking along the eastern section of the property, and install attendant sanitary system to the immediate northeast; install native grass plantings along the southern shoreline;remove all non- indigenous materials (i.e.,bricks) along shoreline of boat basin, maintain existing vegetation and re-establish native plantings in disturbed areas; construct driveway and parking area; reconstruct/reconfigure all dockage within boat basin: East Side- floating dockage @ 4.75'Wx460.0'L± (overall); finger docks 3.0'Wx24.5'L(seven(7)total), 4.0'Wx3 5.5'L(one(1) total), and 6.0'Wx3 5.5'L (two (2)total), two (2) 10.0' W slips, fourteen(14) 13.5'W slips, six (6) 18.5'W slips; West Side—floating dockage @ 4.75'Wx320.0'L±(overall); finger docks 3.0'Wx20.5'L(twelve(12)total), and 3.0'Wx24.5'L(two (2) total), twenty six (26) 10.0'W slips, two (2) 13.5'W slips; install new handicapped accessible dock access ramp and deck(285 square feet±) off the northeastern corner of the boat basin; install new dock access ramp, stairs and deck(185 square feet±) off the northwestern corner of the boat basin; install new dock access (120 square feet f) off the southeastern section of property; modify the existing docking facility structures as described-Ramp A: install a 6'x12' fixed ramp leading to a 6'x6' landing to a 4'x30' gangway, and to add an 8'jog_into the bulkhead and raise it to elevation 6' within this area in order to retain soil on bank; Ramp B: install a 12'8"x16'8" access deck leading to a 4'x30' ramp, and to add an 8'jog into the bulkhead and raise it to elevation 6' within this area in order to retain soil on bank; Ramp C: install a 4'4"x24' pitched walkway leading to a 3'8"x30' gangway; Ramp D: install a 5'x14' pitched walkway leading to a 3'8"x30'gangway; Ramp E: install a 5'x27'pitched walkway leading to a 4'8"x30'gangway, and to add an 8'jog into a the bulkhead and raise it to elevation 6' within this area in order to retain soil on bank; install low- sill bulkheading around the east and west sides of the boat basin; East Side @ 615.0'L± (overall), and West Side (a7 330.0'L± (overall); native plantings installed landward of the proposed low-sill bulkhead and seaward of the AHW (shoreline); install rock rip-rap (5.0' — 10.0'W±x 290.0'L±) along the southern shoreline of theproperty, inclusive of stone steps (8.0'W), and backfill with 200 cubic yards of clean fill obtained from an approved for upland source; remove dilapidated wood bulkhead (35.0' L±) within the southwestern section of the property; and maintenance dredge the boat basin(and southerly channel outwards into Peconic Bay) to a navigable water depth of 6.0' ±(as determined at low tide); amount of resultant spoil (a7 4,890 cubic yards±; and spoil transferred to on-site temporary de-watering area within • southern section of the property(35'x60') prior to being-removed to an approved for upland location; to shift theparking lot 5' to the east and add a 5' wide brick walkway; relocate eight(8) parking spots from the front of the main entry to the southeast in order to create a pick-up/drop- off area; and to raise a 50' section of bulkhead located at the southwest section of the marina approximately 5' to 6.5' higher in order to match the current height of the adjacent sections; the as-built extension of retaining wall at Gangway A behind the ramp and loading dock by 30' with a return to the bank; extend the retaining wall at Gangway B behind the ramp and loading dock by 30' with a return to the bank; and install a timber guard rail at the west side of the property similar to the east; with the condition to create an additional 75sq.ft. to 100sq.ft. of intertidal wetlands within the marina basin. At 64300 Route 25, Greenport Suffolk County Tax Map#56-7-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 21, 2012 pursuant to which Trustees Wetland Permit#8029 Dated January 23, 2013 was issued, and Amended on January 22, 2014, and Amended again on January 21, 2015, 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 removal of existing concrete wall along the northern section of the property and replace with a new stone veneer wall and pedestrian entry stairs (240 linear feet±overall); install a new free-standing sign along the northernproperty boundary; install a new timber curb (w/guard rail along boat basin side and bay side) along the gravel driveway within the eastern section of the property(1,300 linear feet±overall); install non-turf plantings along the northeastern corner of the boat basin(350 square feet±); install new drainage systems within gravel driveway(i.e. 6 drywells); install new lighting, underground utilities (electric, etc.)where required; construct new Dock Master/Marina building(290 square feet±) atop existing decking along the eastern section of the property, and install attendant sanitary system to the immediate northeast; install native grass plantings along the southern shoreline; remove all non-indigenous materials(i.e., bricks) along shoreline of boat basin,maintain existing vegetation and re-establish native plantings in disturbed areas; construct driveway and parking area; reconstruct/reconfigure all dockage within boat basin: East Side- floating dockage @ 4.75'Wx460.0'L± (overall); finger docks 3.0'Wx24.5'L(seven(7) total), 4.0'Wx35.5'L(one(1) total), and 6.0'Wx35.5'L(two (2) total), two (2) 10.0' W slips, fourteen(14) 13.5'W slips, six (6) 18.5'W slips; West Side— floating dockage @ 4.75'Wx320.0'L± (overall); finger docks 3.0'Wx20.5'L(twelve(12) total), and 3.0'Wx24.5'L(two (2) total), twenty six (26) 10.0'W slips, two (2) 13.5'W slips; install new handicapped accessible dock access ramp and deck(285 square feet±) off the northeastern corner of the boat basin; install new dock access ramp, stairs and deck(185 square feet±) off the northwestern corner of the boat basin; install new dock access (120 square feet±) off the southeastern section of property; modify the existing docking facility structures as described- Ramp A: install a 6'x12' fixed ramp leading to a 6'x6' landing to a 4'x30' gangway, and to add an 8'jog into the bulkhead and raise it to elevation 6' within this area in order to retain soil on bank; Ramp B: install a 12'8"x16'8"access deck leading to a 4'x30' ramp, and to add an 8'jog into the bulkhead and raise it to elevation 6' within this area in order to retain soil on bank; Ramp C: install a 4'4"x24' pitched walkway leading to a 3'8"x30' gangway; Ramp D: install a 5'x14' pitched walkway leading to a 3'8"x30' gangway; Ramp E: install a 5'x27' pitched walkway leading to a 4'8"x30' gangway, and to add an 8'jog into a the bulkhead and raise it to elevation 6' within this area in order to retain soil on bank; install low-sill bulkheading around the east and west sides of the boat basin; East Side(i 615.0'L±(overall", and West Side @ 330.0'L± (overall); native plantings installed landward of theproposed low-sill bulkhead and seaward of the AHW (shoreline); install rock rip-rap (5.0' — 10.0'W±x 290.0'L±) along the southern shoreline of the property, inclusive of stone steps (8.0'W), and backfill with 200 cubic yards of clean fill obtained from an approved for upland source; remove dilapidated wood bulkhead(35.0' L±) within the southwestern section of the property; and maintenance dredge the boat basin(and southerly channel outwards into Peconic Bay)to a navigable water depth of 6.0' ±(as determined at low tide); amount of resultant spoil @ 4,890 cubic yards±; and spoil transferred to on-site temporary de-watering area within southern section of the property (35'x60')prior to being removed to an approved for upland location; to shift the parking lot 5' to the east and add a 5' wide brick walkway;relocate ejght(8)parking spots from the front of the main entry to the southeast in order to create apick-up/drop-off area; and to raise a 50' section of bulkhead located at the southwest section of the marina approximately 5' to 6.5' higher in order to match the current height of the adjacent sections; the as-built extension of retaining wall at Gangway A behind the ramp and loading dock by 30' with a return to the bank; extend the retaining wall at Gangway B behind the ramp and loading dock by 30' with a return,to the bank; and install a timber guard rail at the west side of the property similar to the east; with the condition to create an additional 75sq.ft. to 100sq.ft. of intertidal wetlands within the marina basin. The certificate is issued to MILL CREEK PARTNERS LLC owner of the aforesaid property. dr"' 4I'vN e4 Authorized Signature . '/1 ,, Ali r..Ne'w York State Department of Environmental Conservation Division of Environmental Permits Rm 121, Building 40-SUNY 111111116 Stony Brook, New York 11790-2356 Telephone (631) 444-0365 , Facsimile (631) 444-0360 Denise M.Sheehan Acting Commissioner LETTER OF NON-JURISDICTION Principi Properties, LLCMay 31, 2005 P.O. Box 1248 C 1l F T i Southold NY 11971 '� - NYSDEC # 1-4738-03462/00001 �, I, Principi Properties, LLC Property �is i 4 9 ,,,�, ; , ,L 64300 Main Road ' Greenport NY --- - SCTM#1000-56-7-2 ,3L (�,=-3,T. , TQWr Qi 'SOUTHOLD Dear Applicant: --- --- Based on the information your consultant submitted, the New York State Department of Environmental Conservation has made the following determination. The portion of the referenced property north of the functioning bulkhead greater than 100 feet in length and constructed prior to 8/20/77, as verified on the survey prepared by Robert A. Kart on 4/9/76 and Tidal Wetlands Map #718-550, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that 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 necessary ;precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground •surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obta ny----N., ' necessary permits or approvals from other agencies. (\i ruly yours, �' f t f, i /7 ," ! ( .�- -� . //John A. Wieland Deputy Permit Administrator I CC: rlh Land Planning Services,Inc. ' 1 Marine Habitat Protection! file STATE DEPARTMENT OF FNVIRONMEN FAL CONSERVATION cC ID !--17..1845„.1462 NYSDEC Approval L By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, aud-all-eonditious included as part of this permit. I A V,, 11:4A!', I42:„fc- Address: NYSDEC RGION' 1 HEADQUARTIAS 1 TNY @ STONY i3ROOKL50 CIRC! 1: RD STONY BPIOOK, NY I 79D,73409 ' • - Authorized Sigiature: , .4 (1, Dat / • Disnution List SUFFOLK ENVIRONMENTAL CONSULTING INC Habitat TW JOHN A WIELAND - Permit Components NATURAL RESOURCE PERMIT CONDITIONS WATER QUALITY CERTIFICATION SPECIFIC CONDITION GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS; WATER QUALITY CERTIFICATION; EXCAVATION & FILL IN NAVIGABLE WATERS 1. No Interference With Navigation There shall be no unreasonable interference with navigation by • the work herein authorized. 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Samuels& Steelman last revised 2/7/12 . r;:ig,C 2.of 7 • • FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 16, 2006 TO: Suffolk Environmental Consulting a/c Principi/Mill Creek PO Box 2003 Bridgehampton,NY 11932-2003 Please take notice that your application dated May 23, 2006 For permit to construct an accessory apartment over an existing restaurant, a marina expansion and construction of two accessory buildings at Location of property 64300 Main Road, Greenport County Tax Map No. 1000 - Section 56 Block 7 Lot 2 Is returned herewith and disapproved on the following grounds: The proposed accessory apartment is not permitted pursuant to Article XIV, Section 100-141C., "Accessory Uses." An accessory apartment is not a permitted accessory use. If variance is granted, site plan approval will be required. In addition, the proposed marina expansion, as well as the construction of two accessory buildings, is subject to site plan approval from the Southold Town Planning Board. 41° Damon Rallis, 'ermit Exami er Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. Additional approvals will also be required for this project, including:Approval from the New York State Department of Environmental Conservation, Approval from the Southold Town Board of Trustees and Suffolk County Health Department Approval. CC: file, Z.B.A., Planning TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: July 27, 2012 _-_-._ __ TO: Nancy Steelman for Principi Prop. LLC 25235 Main Rd. _ Cutchogue, NY 11935 Please take notice that your application dated July 17, 2012 For permit for a Boatyard with Parking at • Location of property: 64300 Rt. 25, Greenport,NY County Tax Map No. 1000 - Section 56 Block 7 Lot 4.1 Is returned herewith and disapproved on the following grounds: Pursuant to Article XIII, Section 280-55, Site Plan approval from the Southold Town Planning Board is required. f . Authorized Signature - CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. IIS ,, --_O APPEALS BOARD MEMBERS II�� OF S002,- , Mailing Address: Gerard P. Goehringer, Chairman �� • �p e' Southold Town Hall 53095 Main Road •P.O.Box 1179 Ruth D. Oliva Southold,NY 11971-0959 James Dinizio,Jr. G e��� Office Location: Michael A. Simon O ,��� �� Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman '-fCOUNT COUNT(no' 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtown.northfork.net DECEOV ZONING BOARD OF APPEALS • TOWN OF SOUTHOLD JAN 1 3 Tel. (631)765-1809•Fax(631)765-9064 BLDG.DEPT. TOWN OF SOUTHOLD , NGS, DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 8, 2009 ZBA# 6150 - SOUTHOLD PROPERTIES LLC, PRINCIPI PROPERTIES PROPERTY LOCATION: 64300 Route 25 (a/k/a Main Road, formerly Mill Creek Inn), Greenport CTM 56-7-2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated May 28, 2008 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter- community impact. PROPERTY FACTS/DESCRIPTION: The subject parcel consists of 131,062 square feet or 3.009 acres with 177 feet fronting on Peconic Bay and 68.75 feet along the Main Road. The parcel is improved with a restaurant (under construction) and existing boat basin and is located in the M-II Marine Zone District as described on the survey by Hands on Surveying, Martin D. Hands, L.S. dated December 3, 2004. BASIS OF APPLICATION: Requests for Variances under Sections 280-56 and 280-116B, based on the applicant's request for a building permit and the Building Inspector's amended December 4, 2008 Notice of Disapproval concerning as-built construction set back less than 25 feet from the westerly side lot line and proposed deck construction at less than 75 feet from the bulkhead adjacent to tidal water l Page 2 of 5—January 8, 2009 ZBA#6150—Southold Properties LLC,Principi Properties ' CTM 56-7-2 LWRP DETERMINATION: A Letter from the Town LWRP Coordinator was submitted confirming inconsistency under Chapter 268, Policy 6, Waterfront Consistency Review of the Town of Southold Code and the Local Waterfront Revitalization Program (LWRP) standards. The newly constructed restaurant was rebuilt on the footprint of a pre-existing non-conforming restaurant with minimal setbacks from the bulkhead (boat basin) along Peconic Bay. In MII zones the 75' setback recommended in Section 268 Policy 6.3 is difficult if not impossible to achieve. In so far as the new exterior deck and ramp construction will enhance the enjoyment of the restaurant on this waterfront, the decks are consistent with LWRP policy since the runoff will be controlled by a drainage infrastructure signed by John Condon, P.E. and which must be designed to be consistence with the Town's Drainage Code and other agency codes. It is noted that all of the land is developed in proximity to the decks, noting the walkway and bulkhead construction that exists on the seaward side of the new decks. The applicant will meet Policy 6.3D by providing adequate buffers to protect the waterfront area, as well following procedures to meet other codes, and this will allow a balancing of the code policies to allow the proposed access and continued use. RELIEF REQUESTED: The applicant requests variances for: 1. An one-story extension on a crawl space to the west side of the building with a 4.4 ft. side yard setback, 2. Deck on the seaward easterly side of the building with +/- 1.7', 12.4', and 22.9' setbacks from the bulkhead, and 3. Deck on the seaward westerly side of the building with 2.2 feet and 18.7 feet from the bulkhead, and 8.6 feet from the westerly side yard set back at the closest point, all as shown on the 9/30/2008 as-built topographical site survey 'map prepared by Martin D. Hand, L.S. and the attached detail showing the proposed westerly deck (stamped received by the Board of Appeals December 2, 2008). ADDITIONAL INFORMATION: The Building Department issued a building permit (#32599) which included the storage addition that replaces a previously existing shed and cooler. After the exterior shell of the building was completed, 'the Building Inspector determined that the permit was issued in error and issued a Stop Work Order. The applicant and the Building Inspector agreed that the applicant would apply for a variance and continue work on the rest of the building in lieu of a challenge to the legality of the Stop Work Order. ' Page 3 of 5—January 8, 2009 ZBA#6150—Southold Properties LLC,Principi Properties ' CTM 56-7-2 REASONS 'FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of the variance for the as-built westerly extension will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The extension replaces a previously existing attached shed, concrete pad and walk in cooler that was on the property with virtually no setback for many years prior to the applicant's acquisition of the property. The ZBA previously granted a variance for a shed (Appeal No: 4313) located at 2.5' to 4' from the westerly side line. This shed has been removed and the as-built extension is much more attractive and increases the side yard to 4.5'. Grant of the variance for the setbacks from the bulkhead for both the east and westerly decks will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties because the decks will not be visible from the landward sides of the property), are open decks constructed at the same elevation as the first floor of the restaurant, and have the same or greater setbacks from the bulkhead as the restaurant. The decks will enhance the use of the waterfront and are important to the restaurant's operation. Grant of the 8.6' side yard setback at the closest point for the westerly deck will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties with the conditions noted below. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. There are no other locations available for the westerly extension other than the previous shed location permitted under Zoning Appeal 4313. The only practical location for exterior decks is on the seaward side of the restaurant 'for accessible outdoor purposes which are non-conforming and not permitted without a variance. 3. Town Law §267-b(3)(b)(3). The variance for the as-built extension is not substantial, insofar as it replaces an attached shed in the same location, while increasing the side yard setback. The variances for the partially framed and proposed decks are substantial in relation to the setback requirements of the code. 4. Town Law §267-b(3)(b)(5). The difficulty has not been self-created. It results from the location of the pre-existing and reconstructed restaurant and bulkhead. ' Page 4 of 5—January 8, 2009 ZBA#6150—Southold Properties LLC,Prmcipi Properties CTM 56-7-2 5. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. There are other compatible Marine uses in the area with similar nonconforming setbacks from their buildings and structures. The restaurant and boat basin have existed in this location for many years without creating adverse impacts. The proposed decks have no foundation and will be built on 12" sono-tubes at 4 feet below grade to avoid land disturbance close to the bulkhead. 6. Town Law §267-b. Grant of the relief as applied for on the proposed westerly deck, the partially framed easterly deck and the as built westerly extension are the minimum actions necessary and adequate to enable the applicant to enjoy the benefit of a functional restaurant with outdoor dining, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman, seconded by Chairman Goehringer, and duly carried, to GRANT the variances as applied for as shown on the drawing by Mark Schwartz, AIA Architect,'labeled 1st Floor Plan, Sheet Number A-4 dated May 2, 2008 and as amended on the 9/30/2008 as-built topography map prepared by Martin D. Hand, L.S. and the attached detail showing the proposed westerly deck, stamped received by the Board of Appeals December 2, 2008, subject to the following Conditions: 1. Both the easterly and westerly decks shall remain unheated and open to the sky, and 2. A line of evergreen trees at least five feet (5') high and three feet (3) apart - on center - shall be planted and continuously maintained to provide privacy screening along the westerly property line for approximately 28 linear feet extending from the ' bulkhead to the north end of the westerly deck. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action ' Page 5 of 5—January 8, 2009 ZBA#6150—Southold Properties LLC,Principi Properties CTM 56-7-2 does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Goehringer (Chairman), Oliva, Dinizio, Simon and Weisman. This Resolution was duly adopted (5-0). and P. Goehringer, Chairm. 11/212009 Approved for Filing BOARD MEMBERS ."' " 0 Southold Town Hall Leslie Kanes Weisman,Chairperson toy' \1�f SO�T�, 53095 Main Road•P.O.Box 1179 o h0 !O Southold,NY 11971-0959 James Dinizio,Jr. 4 4; Office Location: Gerard P.Goehringer , Town Annex/First Floor,Capital One Bank ac George Horning ,. �O t►�1 54375 Main Road(at Youngs Avenue) Ken Schneider �lifCOU �Aa'tt�� Southold,NY 11971 . •ECEIV D http://southoldtown.northfork.net a . a 3 . l.� ZONING BOARD OF APPEALS `if" S'4. 2 r5 / r TOWN OF SOUTHOLD / Tel.(631)765-1809•Fax(631)765-9064 Sp;hold Town CI rk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 20,2012 ZBA FILE No.: 6589 NAME OF APPLICANT: Mill Creek Partners, LLC SCTM#1000-56-7-2 PROPERTY LOCATION: 64300 Route 25(adj.to Southold Bay),Greenport,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 14, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION• The Applicants' property is an irregularly shaped 142,441 sq. ft. waterfront parcel in the M-II Zone. The northerly lot line measures 167.17 feet along Route 25. The easterly lot line measures 625 feet along an adjacent parcel. The southerly lot line measures +/-291.18 feet along Southold Bay. The westerly lot line measures +/-585 feet along another adjacent parcel. An estimated 40% of the Applicants' parcel lies underwater, and is used as a boat basin for the marina located on the property. The parcel is improved with a commercial structure used in the past as a restaurant/inn, and several small accessory structures. The existing structures and proposed new structures are shown on the site plan SPI including sheets 1-3, drawn by Samuels & Steelman, Architects, dated March 2, 2012, and the site plan SP2 showing adjacent parking and the location of a new septic system for the dock master's building with revisions dated May 23,2012 and July 9, 2012 by Samuels& Steelman Architects. BASIS OF APPLICATION. Request for Special Exception per Article XIII Section 280-55 (B) 1 to operate a restaurant in a Marine II(MII)District. RELIEF REQUESTED: The applicant proposes to operate a 5,626 sq. ft. restaurant with 180 seats and a 50 boat slip marina. Page 2 of 3—September 20,2012 ZBA Filet/6589—Mill Creek Partners,LLC CTM-1000-56-7-2 ADDITIONAL INFORMATION: The Town Planning Board submitted a Memorandum dated August 16, 2012 stating that their Board has reviewed the application for Special Exception use of a restaurant in the M-II Zone and "generally has no objection". The proposed restaurant appears not to cause concern since the existing building has historically been used as a restaurant and the applicant has leased the property next door to provide ample parking for both the marina and the restaurant. The above referenced proposal would further the Town's Comprehensive Plan to enhance the Town's waterfront while maintaining its fundamental characteristics. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 6,2012 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280-142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts because a number of restaurants including the subject of this application have existed in this district for many years without incident. B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts. C. That the safety,the health, the welfare,the comfort, the convenience or the order of the town will not be adversely affected by the continued use of this location as a restaurant because the proposal will have limited impacts on traffic on and off the property, wetlands and groundwater. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. A restaurant is a permitted use in this district and the marina use will be working to protect coastal water quality by engaging in environmentally sound operating and maintenance procedures by participating in the"Clean Marina Initiative"(see file for document) E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. The granting of this special exception will not change any of the existing character of the neighborhood because the most of the structures already exist on the property. F. All proposed structures, equipment and material will be readily accessible for fire and police protection. BOARD RESOLUTION: In considering all of the above factors, motion was offered by Member Dinizio, seconded by Member Goehringer Acting Chairperson, and duly carried to Page 3 of 3—September 20,2012 ZBA File#6589—Mill Creek Partners,LLC CTM 1000-56-7-2 GRANT,a Special Exception, as applied for, and shown on the Survey prepared by Hands On Surveying dated December 3,2004, last revised March 13,2012 and the architectural drawings by Samuels& Steelman,dated March 2,2012 labeled SP1 last revised May 23,2012 and SP2 last revised July 9,2012. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The Special Exception Permit granted herein may involve a change in occupancy or a change in use or a change within a classification of the occupancy. Therefore, as a condition of approval, the applicant must contact the Building Department to make the determination whether or not a Building Permit is required and that changes will be NYS Code compliant. 2. This Special Exception Permit shall be deemed void if the applicant cannot comply with the minimum on site requirement of 110 parking stalls as calculated in a Planning Board Memoranda Dated September 13, 2012 written by Brian Cummings, Planner. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any violations of the conditions, occupancy or other requirements described herein, may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception permit as granted herein. Vote of the Board Ayes Members Acting Chairperson Goehringer,Dinizio,Horning Absent was Chairperson Weisinan and Member Schneider This Resolution was duly adopted(3-0) ' ---''---------- /' /- , 7 Gerard P. Goehringer,Acting C airperso/ Approved for filing 9/ii,/2012 FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Date: 11 I Date Sent: I t l 6 Project Name: Peiiv&P; - /12," e'eee" Project Address: e /3OCP fYIA/N Li). Cieee,jpcfr Suffolk County Tax Map No.:1000- - - - Zoning District: /ham Requ st: nc/ 4ot a far'S S ages, 74ZLU/ i /YJcU eM .-P1.pastsycx CPM `i (0C„izezemody-j- (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use 's permitted: 1'2a4e'n r 1/1714 Initial Determination as to whether site plan is re• vt, /GGA A `. Signature of Builet'ng Inspector Planning Department (P.D.) Referral: P.D. Date Received: / / Date of Comment: / / Comments: Signature of Planning Dept. Staff Reviewer Final Determination Date: / / Decision: Signature of Building Inspector • 5;--1r,E Li ,11 'NJ IR V; �`1( �� 2006 iLji FOR INTERNAL USE ONLY -= ry ���_1 ---- ITE PLAN USE DETERMINATION TQb` ;�G S�iJ�;-',OLO i Initial Determination ` Date:4j / V / - : it. Date Sent: C t / 6 Project Name:` i//UC/,v/ 17/ /A egeee, Project Address:-C ykO M N o. geeglipm, Suffolk County Tax Map No.:1000- J6 - - - Zoning District: ,./(A// Request: /2eGalo, 4 i - /G --T - 7./fill___ (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) �,, /9 Initial Determination as to whether use is permitted: g ' �'V' 4PPPIZjr /02 Initial Determination as to whether site plan is required: ur..C,, fl/ leari `4# .../1:102:2 ___ Signature of Building Inspector Planning Department (P.D.) Referral: P.D. Date Received: C / Or / Ai Date of Comment: 4 / /3 / a 4 Comments: ill e$a- 6 6,,g,4, c r4 �rn, a - - cc ^ itA.Mer..5-iao.ra...1 ,,,-. ',;:-. 77.414's:'!-.t.-....1 ' "411A1 _.' '^Aill 7 ,,,..- ,...,--0- -''. Signa ureo 'lan4T, = i �rS f epie ,ierE_ Vi Final Determination V \- i ��N -� 2°° \- Date: fX' / 15I °&' :r�� �r ' /1• 2.--C- / /' i Decislo : ?Itr, j: /' Cinnofslra of RIIi di n Inenan r rp- O INTE } I ___ ���`- ,ii; S RNAL USE ONLY , '11 1!lI S • � I SITE PLA~ USEI L, z � 2006 i!! i:i; S DETERMINA I( .N_-_;_ ^_—. �-� Initial Determination TOWN OF sou;;{.°LD Date: 4 / _/ ie ' .• Date Sent: /_/ 6 Project Name: yiellve/p/ - 111)/(4 egeek- Project Address: 6" 50./9 1 ` " • f Suffolk County Tax Map No.:1000 =Zoning District: /ATL Requ-st: ,no/ low i / d � , . ili WILS ?lllrj� / Ur'a. .-0X,0.-0X,0 �ld�t / , 1,i (Note: Copy of Building Permit Application and supporting proposed use or uses should be submitted.)• documentation as to Initial Determination as to whether use 's permitted: / '/2a , , , Initial Determination as to whether site plan is re. ' _j Signature of Buil•-ng Inspector Planning Department (P.D.) Referral: P.D. Date Received: /Er / �� �� Date of Comftarit Ss�ifKasrcxr+.pyo Comm "3-471-- -i,,;,1/4 VIA `'/ ID W [ t.'n AIIIIPAPV- Air- - AiliCALMMIL.EPP e of Pla 410 .?6ht _Wr''''" -4/PAIIIMAIN.........___--4"111121Wr (-41Prirj6411".Zitaivr zii..:• a', 6 evte� �-rq.„'.! Final Defierminafiion � ..�.rrt. _ , ,- Date: D(p/ p Decision: Atlesimminnw Signature of Bui c'ng lnspe or 7 FOR INTERNAL USE ONLI( ( 1, `'FBALK- a. SITE PLAN USE DETERMINATION . Initial Determination Date:__2I / 1—Y : . Date Sent: 7 f at5I ✓ Project Name: ` Lac) ?cop- ! � ?co�_ Project Address: 6 t-o R. • Suffolk County Tax Map No.:1000=s - 7 - 4. / Zoning District: i-t Request rei Bo (2A tJ/ C✓ e; ©ck v Pr9 44 • (Note: Copy of Building Permit Application and supporting documentation as to 0 _ proposed use or uses should be submitted.) ��'�`_ �' 14k Initial Determination as to whether use is permitted: tl,e4 r 7C [ II .1 Initial Determination es to whether site plan is required: LPA t. . JUL -2 4 � Srznthnu ik, ' I FI �n nil wi 7 Si nature of Building Inspecto- D Planning Department (P.D.) Referral: JUL 2 6 2012 ..� _ P.D. Date Received: 7 / PLiI t.2. Date of Comment: 7 r 3 BLDG DEPT. TOWN OF SOUTHOLD • Comments: 1l. ► �� ' �, ���� �► CO a t‘. �►� .� ���� • t p 1 / mY ,l: u► . . - I i N t G lib. , Signature of Planning Dept.-S 47 Reviewer Final Determination Date: I I Decision: SinnaftirA of Rtiildino Insnector MAILING ADDRESS: PLANNING BOARD MEMBERS "_��`�`�OF SOUL _ P.O.Box 1179 DONALD J.WILCENSKI e' 4 0l Southold, NY 11971 Chair 4 OFFICE LOCATION: WILLIAM J.CREMERS ; N Town Hall Annex KENNETH L.EDWARDS G - 54375 State Route 25 JAMES H.RICH III �® - (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �yCOUNT(�� ..• Southold,NY Telephone:631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 27, 2012 • DE Ms. Nancy Steelman, RA APR 2012 = 3 c/o Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 _ DEPT - TpWN OF SOUTHOLD Re: Mill Creek Inn & Marina SCTM#1000-56-7-2 • Dear Ms. Steelman: In response to your letter of April 16, 2012, the Planning Board has agreed to allow your client to proceed with the interior work on the building and the shoring up of the existing bulkhead along the edge of the building; as well as the decks next to the building, in accordance with the open building permit and Trustee permit submitted, with the following condition. • Provide the Planning Board with written storm water pollution prevention measures in accordance with Chapter 236 prior to any work outside the building that might create erosion or pollution into the bay or allow storm water to flow onto SR 25 or a neighbor's property, and that are acceptable to James Richter in the Office of the Town Engineer. - The Planning Board would like to take this opportunity to remind you that this site remains under site plan review. The Planning Board's permission to proceed with the specific work you request does not imply that an approval is guaranteed, nor will this permission preclude the Planning Board from making necessary changes to the layout or site elements including parking, drainage, landscaping, and location of new structures should you proceed with any work at this location prior to the completion of the Planning Board's review. Please call with any questions. Very truly yours, (--%'6,0131, C3 IN Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Engineering Inspector MAILING;'ADDRES e PLANNING BOARD MEMBERS I��i - P.O. Box'1179 DONALD J.WILCENSHI s�II �`�O� SU�ryO Southold,NY 11971 Chair h� l� OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY � ,1,� 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR , lij'COU ,*`" Southold,NY Telephone: 631 765-1938 Fax: 631 765-3136 PIANNING BOARD OFFICE TOWN OF SOUTHOLD CE May 21, 2013 'i � MY 22 .E Ms. Nancy Steelman ' BLDG. DEPT Samuels& Steelman Architects , __ T�'"'"'r^�ou�HDLD 25235 Main Road Cutchogue, NY 11935 Re: Approval: Site Plan for Mill Creek Inn & Marina Located at 64300 NYS Rt. 25, ±424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2& 56-7-4.1 , Zoning District: M-II Dear Ms. Steelman: The following resolutions were adopted at a.meeting of the Southold Town Planning Board on May 20, 2013: WHEREAS, this site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 sq. ft. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a,proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56-7-4.1) in the M-II Zoning District, Greenport; and WHEREAS, on March 6, 2012, Nancy Steelman, agent to the applicant, submitted an application for site plan review; and , - WHEREAS, at a Work Session held on April 9, 2012,, the Planning Board accepted the application for review; and WHEREAS, on April 16, 2012, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and ' WHEREAS, on April 16, 2012, the Southold Town Planning Board, pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA), initiated the SEQRA lead agency coordination process for this Unlisted Action; and . 4 Mill Creek Inn & Marina Page Two May 21, 2013 WHEREAS, on April 19, 2012, the Architectural Review Committee reviewed the application, provided comments, and the'plans were revised to the satisfaction of the Planning Board; and WHEREAS, on May 2, 2012, the Southold Town Engineering Inspector reviewed and approved the proposed drainage and the Planning Board accepted his recommendation; and WH EAS o y 15 2012, the Suffolk County Planning Commission deemed the site plan applic'a a matter for local determination as there appears to be no significant county-wide or inter-community impact(s); and WHEREAS, on June 4, 2012, a public hearing was held and closed for the above- referenced application; and WHEREAS, on June 6, 2012, the Greenport Fire District found that there was adequate fire protection as proposed; and WHEREAS, on July 6, 2012, the Town of Southold LWRP Coordinator reviewed the above-referenced project and determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on August 16, 2012, the,Southold Town Zoning Board of Appeals reviewed the proposal to construct a dock master building within the Code required minimum 75' from an existing bulkhead and granted the variance as applied for under Appeal Number 6575; and WHEREAS, on September 20, 2012, the Southold Town Zoning Board of Appeals reviewed the Special Exception proposal to operate a restaurant in a Marine-II Zoning District and granted approval of the Special Exception Use as applied for under Appeal Number 6589 with the following conditions: 1. The Special Exception Permit granted herein may involve a change in occupancy or a change in use or a change within a classification of the occupancy. Therefore, as a condition of approval, the applicant must contact the Building Department to make the determination whether or not a Building Permit is required and that changes will be NYS Code compliant. 2. This Special Exception Permit shall be deemed void if the applicant cannot comply with the minimum on site requirement of 110 parking stalls as calculated in a Planning Board memoranda, dated September 13, 2012, written by Brian Cummings, Planner; and ' C WHEREAS, on September 25, 2012, the Southold Town Fire Inspector reviewed the application, provided comments, and the plans were revised to the satisfaction of the Planning Board to provide adequate fire protection and emergency access for the site; and Mill Creek Inn & Marina Page Three May 21, 2013 WHEREAS, on October 22, 2012, the Planning Board declared Lead Agency status for the SEQRA review of this unlisted action; and WHEREAS, on November 20, 2012, the Planning Board completed a coordinated review of this Unlisted Action pursuant to SEQRA and made a determination of non- significance for the proposed action and granted a Negative Declaration with one (1) condition: in order to mitigate the potential adverse effects to groundwater quality, the applicant is required to pump-out the sanitary system bi-annually - once in May and once in October, to reduce the amount of wastewater in the system; and WHEREAS,,on December 13, 2012, the New York State Department of Environmental Conservation (DEC) issued three (3) permits: Tidal Wetlands Permit under Permit#1- 4738-03462/00006, Water Quality Certification under Permit#1-4738-03462/00007 and Excavation & Fill in Navigable Waters under Permit#1-4738-03462/00008. The three (3) permits issued expire December 12, 2017; and WHEREAS, on January 23, 2013, the Southold Town Trustees reviewed and approved the proposed construction under Wetland Permit Numbers: 8026 & 8029. Both permits expire January 23, 2016; and WHEREAS, on March 5, 2013, the New York State Department of Transportation (DOT) issued a Highway Work Permit under Permit#20121029144 and it expires September 1, 2013; and WHEREAS, at their Work Session on April 8, 2013, the Planning Board approved Covenants and Restrictions for the above-referenced application and required them to be filed with the Suffolk County Clerk Record's Office; and WHEREAS, on April 26, 2013, the applicant submitted a "receipt of filing", verifying the Covenants and Restrictions were filed,with the Suffolk County Clerk regarding the bi- annual pump-out of the grease trap and septic tanks required every year- Liber D00012727, Page 711; and WHEREAS, the site plan contains an area located on a separate 4.74 acre parcel (SCTM#1000-56-7-4.1) that is leased by the applicant. This area contains 71 of the 110 required parking stalls and is hereinafter referred to as the "leased parking area". The present owner of the parcel is Richard J. Principi, Jr. and the applicant has obtained a lease to use the parcel for this purpose. A copy of the lease has been reviewed by the Planning Board and is dated May 1, 2012, with a term limit of twenty (20) years, expiring in May, 2032; and WHEREAS, at their Work Session on May 6, 2013,,the Southold Town Planning Board determined'that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met except for two items as follows: Mill Creek Inn & Marina Page Four May 21, 2013 1. Receipt of the site plan stamped approved by the Suffolk County Department of Health Services; and 2. Receipt of the Building Inspector's certification of the proposed uses; and WHEREAS, on May 9, 2013, the applicant submitted a copy of the site plan approved and stamped by the Suffolk County Department of Health Services on May 3, 2013 for "Mixed Uses @ 5,640 gpd" under Reference Number C10-12-0009; and WHEREAS, on May 17, 2013, the Southold Town Chief Building Inspector reviewed and certified the proposed marina (1000-56-7-2) and boatyard (1000-56-7-4.1) as permitted uses in the M-II Zoning District and certified the proposed restaurant as a permitted use by Special Exception (ZBA File #6589); therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval with two (2) conditions to the site plan entitled "The Mill Creek Inn & Marina", dated March 2, 2012 and last revised March 20, 2013, prepared by Samuels & Steelman, Architects. The Chairman is hereby authorized to endorse the site plan, including the following twenty (20) pages of related plans: 1) SP-1: Key Plan, 100th Scale 2) SP-2: Key Plan, 40th Scale 3) SP-3: Enlarged Site Plan North, 20th Scale 4) SP-4: Enlarged Site Plan South, 20th Scale 5) SP-5: Enlarged Site Plan- Landscape & Lighting 6) SP-6: Section Thru Marina Basin 7) BEGA 1: Site Lighting Plan 8) BEGA 2: Site Lighting Plan 9) BEGA 3: Site Lighting Plan 10) 1: Sanitary Plan 11) 2: Sanitary Profiles 12) C-1: DOT Site Plan _ 13) C-2: DOT Grading & Drainage Plan 14) C-3: DOT Construction Details 15) SWPPP-1: SWPPP Overall Site Plan 16) SWPPP-2: SWPPP Details & Notes 17) 1: First Floor Plan - Restaurant 18) 2: Second Floor Plan, Basement Plan - Restaurant 19) 3: Building Elevations - Restaurant 20) 4: Floor Plans & Elevations - Dock Masters Building Mill Creek Inn & Marina Page Five May 21, 2013 Conditions: 1. The restaurant shall not be opened for business until all site work has been completed to the satisfaction of the Planning Board, and a Certificate of Occupancy has been obtained from the Building Department. 2. If the applicant cannot comply with the minimum on-site requirement of 110 parking stalls as shown on the approved site plan referenced herein, the applicant shall immediately file an application with the Planning Board for an amended site plan approval to identify alternative parking or some other remedy to the situation acceptable to the Planning Board. Failure to comply with these conditions shall constitute a violation of this approval. Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. I Mill Creek Inn & Marina Page Six May 21, 2013 A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, f,;)taza Donald J. Wilcenski Chairman ; Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: 08-eP-e__ �J -� , Applicant Signature: Date: v��aall�j ea � ,,• — MAILING ADDRESS: t PLANNING BOARD MEMBERS /�,��__````, sooty_ P.O.Box 1179 DONALD J.WILCENSKI ®lam ` Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Q ,,1 Town Hall Anex to 25 PIERCE RAFFERTY Q 54375 State Ro JAMES H.RICH III A • (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR ; COUNT11% 1.1 Southold, NY 0.° Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD TD) F_-ilVE [ WED December 16, 2014 DEC 172014 Ms. Nancy Steelman BLDG DEPT Samuels & Steelman Architects TOWN OF SOUTHOLD 25235 Main Road Cutchogue, NY 11935 Re: Revision to Approved Site Plan for Mill Creek Inn & Marina Located at 64300 NYS Rt. 25, ±424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2& 56-7-4.1 Zoning District: M-II Dear Ms. Steelman: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, December 15, 2014: WHEREAS, this Approved Site Plan is for the improvement and renovation to an existing 50 slip marina & 8,989 sq. ft. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56-7-4.1) in the M-II Zoning District, Greenport; and WHEREAS, the Site Plan contains an area located on a separate 4.74 acre parcel (SCTM#1000-56-7-4.1) that is leased by the applicant. This area contains 71 of the 110 required parking stalls and is hereinafter referred to as the "leased parking area". The present owner of the parcel is Richard J. Principi, Jr. and the applicant has obtained a lease to use the parcel for this purpose. A copy of the lease has been reviewed by the Planning Board and is dated May 1, 2012, with a term limit of twenty (20) years, expiring in May, 2032; and WHEREAS, on May 20, 2013, the Southold Town Planning Board granted Approval with Two (2) Conditions to the Site Plan entitled "The Mill Creek Inn & Marina", dated March 2, 2012 and last revised March 20, 2013, prepared by Samuels & Steelman, Architects, including twenty (20) pages of related plans; and Mill Creek Inn & Marina [2] December 16, 2014 WHEREAS, on November 7, 2014, Eugene Burger, agent, submitted a request for a revision to the Approved Site Plan to move the driveway curb cut location 17' feet to the east, enlarge the driveway from 24' to 30', add a 5' wide walkway to the marina area from the rear of the parcel connecting to the main entrance of the building, re-locate eight (8) standard parking stalls and one (1) ADA providing for a drop-off and pick-up area at the main entrance, and shift the eastern parking lot 15' further east at its northernmost point and 7' at its southernmost point; and WHEREAS, on November 19, 2014, the Site Plan Approval expired; and WHEREAS, on December 1, 2014, the Planning Board reviewed the proposed revision at a Work Session and required revisions to the revised Site Plan; and WHEREAS, on December 8, 2014, the applicant submitted a Cross Access Easement that was filed with the County Clerk under Liber D00012799 and Page 069 to serve the two (2) subject parcels; and WHEREAS, in a letter dated December 10, 2014, Nancy Steelman, agent, requested an Extension of Site Plan Approval for one (1) year; and WHEREAS, on December 15, 2014, the applicant submitted the required materials and information to the satisfaction of the Planning Board; and WHEREAS, the revised Site Plan is for the purpose of illustrating approved changes to the original Approved Site Plan with approval stamp dated May 21, 2013. All approved changes are so noted on the revised plan. The Approved Site Plan with approval stamp, dated May 21, 2013, remains in effect for all other details that are not specifically noted as a change on the revised plan. All approved changes are noted as proposed or new on the revised plan, except the building which is not changing from the approved plan; therefore be it RESOLVED, that the Southold Town Planning Board grants an Extension of Site Plan Approval from November 19, 2014— November 19, 2015 to the Site Plan entitled "The Mill Creek Inn & Marina", dated March 2, 2012 and last revised March 20, 2013, prepared by Samuels & Steelman, Architects, including twenty (20) pages of related plans; and be it further RESOLVED, that the Southold Town Planning Board grants Approval to the revisions to the Approved Site Plan with Two (2) Conditions as shown on the plan entitled "Site Plan Revised", prepared by "Samuels & Steelman, dated December 15, 2014 including the following one (1) plan: 1. SP-PLNG - 1 Revision to Approved Site Plan • Conditions: 1. Provide an up-dated permit from the Town Trustees acknowledging the proposed re-location of the parking area and the proposed addition of a 5' wide walkway; Mill Creek Inn & Marina [3] December 16, 2014 2. Provide an up-dated Highway Work Permit from the New York State Department of Transportation (NYSDOT) acknowledging the re-location of the proposed curb cut to NYS Rt. 25. The revised Site Plan that has been approved above is for the purpose of illustrating approved changes to the original Approved Site Plan with approved stamp dated May 21, 2013. All approved changes are so noted on the revised plan. The Approved Site Plan with approval stamp, dated May 21, 2013, remains in effect for all other details that are not specifically noted as a change on the revised plan. If you have any questions regarding the above, please contact this office. Very truly yours,- --4-700C4-44-3carc.-j_ Donald J. Wilcenski Chairman cc: Building Department Office of the Town Engineer Board of Trustees Mark Wolfgang, NYS Dept. of Transportation To view the file via the internet: 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on Weblink located on bottom left of home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site Plans; 6. Click on Approved; Click on the SCTM# (tax map #) of the application, 1000-56.-7-2. Iow, - MAILING ADDRESS: PLANNING BOARD MEMBERS •,#• X03 SU(/Tz, P.O.Box 1179 O DONALD J.WILCENSKI Southold, NY 11971 � ,O •• t���, l® � Chair OFFICE LOCATION: WILLIAM J.CREMERS ; °.R Town Hall Annex PIERCE RAFFERTY ;` yp �1� 54375 State Route 25 JAMES H.RICH III \q ��. `v ' (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR COUNTY 0 Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD - August 10, 2015 ----L11- ' UJ AUG 112015 Ms. Nancy Steelman Banc DEPT do Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 Re: Approved Site Plan for Mill Creek Inn & Marina Located at 64300 NYS Rt. 25, 424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 Zoning District: M-II Dear Ms. Steelman: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made August 4, 2015. The site is now in conformance with the approved Site Plan entitled "The Mill Creek Inn & Marina", dated March 2, 2012 and last revised March 20, 2013, prepared by Samuels & Steelman Architects and the approved revised Site Plan entitled "Site Plan Revised", prepared by "Samuels & Steelman dated December 15, 2014. This letter does not condone any changes from the approved Site Plan and from approvals permitted by other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office at 631-765-1938. Very truly yours, 't---'6is4113441"11 \Oa- Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector 39 (t3 I 'I :. �; , VUR . ,' r ' ,.•.,. • . .�•,H T. TERRY !~ i '� Matti `• • �� I , I�� . y ���9%���•� , I own 11�t11. S.11)yS lug TOWN CLERK " = ‘..:„ .11:•' r tr • at �� �4 Southold Ncw Yuri; i REGISTRAR Or VITAL STAT1S11CS s.+' I f;h Fax. (-S Ill) 7.65-18:1 c. MARRIAGE oFrICI:R "ra "' n• ��`111 Tcichlrunc (5 16) 7(,t. RECORDS MANAGEMENT OFFICER _.��1 •_.- I 111 FREEDOM OF INFORMATION OFFICER '.•ynss d° OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS (S 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 tile Flood Damage Prevent regulations ,. or? the Code of the Town of Southold: "Floodplain Development Permit f;pplication" (FDP(93) ) , and /'Certificate of Compliance ft Development in /Special Flood Hazard Area ((:/C(93)) . / ..--1 -l_ i _ .i., - - i i ; I • B:LG. DEF?- - J /I / i / Judith T. Terry Southold Town Clerk August 25, 1993 • • •(• I ( t APPLICATION # f AGE 1 of 4 TOWN OF SOUTHOLD • FLOODPLAIN DEVELOPMENT PGR.MIT APPLICATION This form is to be filled out in duplicate. SECTION I; GENERAL PROVISIONS (APPLICANT to read and signl 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements arc 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. 8. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNOW! EDGE, TRUE AND ACCURATE. . (APPLICANTS SIGNATURE) ' - DATE 01 _4::)2" O /SECTION 2: PROPOSED DEVELO? EN-I' (T.be completed by APPLICANT) NAME ADDRESS TELEPHONE `CANT J J . Prza(.lei P1 j. v cit N1` -1-734---2A-1• a s UILD tHARD J. ' �IC,I Pt cJ;' ' •c• u C 6\Y (0 Z4 INEER �(f �O iA, i X31 — Z9O— 98 . PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street addrrss, lot number or legal description (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. 901 te3i 0 ›/ l 197/ ► P oOo -- - .o - FDP(93) iI APPLICATION PAGE 2 OF 4 DESCRIPTION OF WORK (Check all applicable boxes). A. STRUCTURAL DEVELOPMENT e\CT[VITY STRUCTURE TYPE ❑ New Structure 0 Residential (1-4 Family) D Addition 0 Residential (More than 4 Family) D Alteration 0 Non-residential (Floodproofing? ❑ Ycs) O Relocation 0 Combined Usc (Residential & Commercial) O Demolition 0 Manufactured (Mobile) Home (In Manu- 12/Replacement factured Home Park?. 0 Yes) ESTIMATED COST OF PROJECT S Zt DOD, c7DD B. OTHER DEVELOPMENT ACTIVITIES: O Fill 0 Mining 0 Drilling O Grading O Excavation (Except for Structural Development Checked Above) 0 Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) ) D Roadi, Street or Bridge Construction �- / O Su/,division (New or Expansion) i O j irvidual Water or Sewer System Li Other (Please Specify) After completing SEC-I-ION 2, APPLICANT should submit form to Local Administrator for review. • SECTION 3: FLOODPLAIN DETERMINATION (To be completed by LOCAL ADtri IN(STRATOLZ) The proposed development is located on FIRM Panel No. , Dated The Proposed Development: ❑ Is MOT located in a Special Flood Hazard Arca (Notify the applicant that the application - review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Special Flood Harard Arca. FIRM -woe designation LS 100-Year flood elevation at the site is: Ft. NGVD (MSL) 0 Unavailable ❑ The proposed development is located In a floodway FBFM Panel No Dated D Sec Section d (or additional instructions SIGNED DATE • II. APPLICATION 4 PACE3OF4 SECTION 4: ADDITIONAL INFORMATION REQUIRED (To he comjileted by LOCAL ADMINISTRATOR} The applicant roust submit the documents checked below before the application can be. processed: O A.site plan showing the location of ail cxlsltng structures, water bodies, adjacent roads, lot dimensions and proposed development. O 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 first floor and details of enclosures below the first floor. Also, ❑Subdivision or other development plans (If the subdivision or other development cxcecds50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). 0 Plans showing the extent of watercourse relocation and/or landform alterations_ • O Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (non-residential only) Ft:NGVD (MSL). For floodproofed structures, ;;Ipplicant must attach certification from registered engineer or _ architect. O Certification from a-registered cnganeer that the proposed activi‘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. O Other. • E I 5: PERMIT DETERMINATI•N . .c com.leted . L• 'AL ADMINI RA.T•R I have determined that the proposed activity A. 0 La B. O Is not in conformance with provisions of Local Law # , 19 . The permit is issued subject to the conditions attached to and made part of this permit. STONED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee If BOX B checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals • • • •• APPLICATION PAGE 'I OF 'I APPEALS Appealed to Board of Appeals? 0 Ycs 0 No Hearing date. Appeals Bum d DeLisiou --- Approved? 0 Yes 0 No Conditions SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issucdl The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. - 1. Actual (As-Built) 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. 'iGVD (MSL). L . Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOTL: Any work performed prior to submittal/of the above information is at the risk/f the Appl;:cant_ SECTION 7: COMPLL&NCE ACTION (To be completed by LOCAL ADMINISTRATOR1 The LOCAL ADMINIS"].RATOR will complete this section as applicable based oo inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPtL I IONS: DATE BY DEFICIENCIES? ❑ YES 0 NO DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY DEFICIENCIES? 0 YES 0 NO E I e 0: ERTIFI ATE OF COMPLIANCE(To__Dc completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE. BY: :-I l B4, ,- Attachment B BAMK,E // CERTIrCATE j�F COMPLIANCE For Development in a Special Flood Hazard Area r• TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA . ...�. : r_i r. TIFICATE PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: O NEW BUILDING O EXISTING BUILDING O VACANT LAND j THE LOCAL ADMINISTRATOR IS TO COMPLEI'b A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 . SIGNED: DA'Z'ED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 , AS MODIFIED BY VARIANCE # ► DA'Z'ED SIGNED: DATED: C !C ( 93) �paxT�y Federal Emergency Management Agency 0 :`;;,f°''��� Washington, D.C. 20472 r�V D 5ti' iviithpet? a4/4"fr January 22,2013 THE HONORABLE SCOTT A. RUSSELL CASE NO.: 13-02-0082A SUPERVISOR,TOWN OF SOUTHOLD COMMUNITY: TOWN OF SOUTHOLD, SUFFOLK P.O. BOX 1 179 COUNTY,NEW YORK SOUTHOLD,NY 11971 COMMUNITY NO.: 360813 DEAR,MR. RUSSELL: This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Revision based on Fill (LOMR-F) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal description.of the,property and our determination. Additional} documents,rare enclosed which provide information regarding the subject property and LOMR-Fs. Pleasesee ,,the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document:,; If.'you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, Engineering Library, 847 South Pickett Street, Alexandria, VA 22304-4605. Sincerely, Luis Rodriguez, P.E., Chief Engineering Management Branch Federal Insurance and Mitigation Administration LIST OF ENCLOSURES: - LOMR-F DETERMINATION DOCUMENT(REMOVAL) cc: State/Commonwealth NFIP Coordinator Community,-,Map Repository •` - ' • D rVu .� t°J,; Region ;IVIr. Ural Talgat - JAN 28 2013 t T rid•• "1 � . .,, t. ' • BLDG DEPT . . TOWN OrSOUTHOLD Page 1 of 3 'Date: January 22, 2013 ICase No.: 13-02-0082A LOMR-F OFJ A1E.b Federal EmergencyManagement Agency ` Washington, D.C.20472 LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT REMOVAL COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD,SUFFOLK A parcel of land, as described in the Deed, recorded in Book 11615, COUNTY,NEW YORK Page 250, In the Office of the County Clerk, Suffolk County, New York COMMUNITY The portion of property is more particularly described by the following metes and bounds* COMMUNITY NO.:360813 - AFFECTED NUMBER:36103C0159H MAP PANEL DATE:9/25/2009 FLOODING SOURCE:SOUTHOLD BAY APPROXIMATE LATITUDE&LONGITUDE OF PROPERTY:41.079, -72.396 SOURCE OF LAT&LONG:GOOGLE EARTH PRO - DATUM:NAD 83 DETERMINATION 1I OUTCOME 1%ANNUAL LOWEST LOWEST WHAT IS CHANCE ADJACENT LOT LOT BLOCK/ SUBDIVISION STREET REMOVED FROM FLOOD FLOOD GRADE ELEVATION SECTION ' , THE SFHA ZONE ELEVATION ELEVATION (NAVD 88) (NAVD 88) (NAVD 88) — 64300 Route 25 Portion of X 7 0 feet -- 9 4 feet Property (unshaded) Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood) ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below) LEGAL PROPERTY DESCRIPTION PORTIONS REMAIN IN THE SFHA - This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Revision, based on Fill for the property described above Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the described portion(s) of the property(ies) is/are not located in the SFHA, an area inundated ,py the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood) This document revises the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map, therefore, the Federal mandatory flood insurance, requirement does not apply However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan A Preferred Risk Policy(PRP)is available for buildings located outside the SFHA Information about the PRP and how one can apply is enclosed This determination is based on the flood data presently available The enclosed documents provide additional information regarding this determination If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, Engineering Library, 847 South Pickett Street, Alexandria,VA 22304-4605 Luis Rodriguez, P E,Chief Engineering Management Branch Federal Insurance and Mitigation Administration Page 2 of 3 I (Date: January 22, 2013 (Case No.: 13-02-0082A LOMR-I- o�cnery, nFederal Emergency Management Agency I 7 Washington, D.C.20472 1Nll S� LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) LEGAL PROPERTY DESCRIPTION (CONTINUED) Beginning at a point, said point being the corner formed by the intersection of the Southerly side of Main Road (Route 25) and the Westerly side of Dolphin Lane. Running thence the following 6 courses: 1) South 51 degrees, 37 minutes, 20 seconds West, 299.83 feet, 2) South 69 degrees, 07 minutes, 20 seconds West, 151.91 feet, 3) South 69 degrees, 07 minutes, 20 seconds West, 68.75 feet, 4) North 89 degrees, 52 minutes, 00 seconds West, 98.42 feet, 5) South 01 degrees, 20 minutes, 30 seconds East, 145.54 feet, 6) North 84 degrees, 39 minutes, 02 seconds East, 33.68 feet to the point or place of begininng. Thence, 7) North 07 degrees, 04 minutes, 24 seconds West, 5.31 feet, 8) North 05 degrees, 19 minutes, 36 seconds West, 30.20 feet, 9) South 84 degrees, 44 minutes, 58 seconds West, 6.70 feet, 10) North 05 degrees, 16 minutes, 04 seconds West, 14.40 feet, 11) South 84 degrees, 43 minutes, 56 seconds West, 18.20 feet, 12) North 05 degrees, 16 minutes, 04 seconds West, 13.50 feet, 13) North 84 degrees, 43 minutes, 56 seconds East, 18.20 feet, 14) North 05 degrees, 16 minutes, 04 seconds West, 8 20 feet, 15) North 84 degrees, 43 minutes, 56 seconds East, 4.00 feet, 16) North 06 degrees, 31 minutes, 49 seconds West, 4.70 feet, 17) North 84 degrees, 40 minutes, 24 seconds East, 48.70 feet, 18) South 05 degrees, 16 minutes, 04 seconds East, 4.20 feet, 19) North 84 degrees, 40 minutes, 24 seconds East, 36.10 feet, 20) South 05 degrees, 16 minutes, 04 seconds East, 0.20 feet, 21) North 84 degrees, 43 minutes, 56 seconds East, 4.90 feet, 22) South 05 degrees, 16 minutes, 04 seconds East, 3.90 feet, 23) North 84 degrees, 40 minutes, 50 seconds East, 7.40 feet, 24) South 05 degrees, 16 minutes, 04 seconds East, 39.20 feet, 25) South 84 degrees, 40 minutes, 50 seconds West, 5.00 feet, 26) South 05 degrees, 16 minutes, 04 seconds East, 7.40 feet, 27) Thence South 87 degrees, 34 minutes, 24 seconds East, 8.29 feet, 28) Thence South 66 degrees, 37 minutes, 30 seconds East, 19.73 feet, 29) Thence South 31 degrees, 32 minutes, 20 seconds East, 11.99 feet, 30) Thence South 84 degrees, 39 minutes, 02 seconds West, 120.12 feet to the point or place of ' beginning. This attachment provides additional information regarding this request If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency,Engineering Library,847 South Pickett Street,Alexandria,VA 22304-4605 Luis Rodriguez,P E,Chief Engineering Management Branch Federal Insurance and Mitigation Administration Page 3 of 3 7 'Date: January 22, 2013 Case No.: 13-02-0082A LOMR-F j r Federal Emergency Management Agency °� • Washington, D.C.20472 1-IND SSG f LETTER OF MAP REVISION BASED ON FILL , DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) PORTIONS OF THE PROPERTY REMAIN IN THE SFHA (This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. - - • This attachment provides additional information regarding this request If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency,Engineering Library,847 South Pickett Street,Alexandria,VA 22304-4605 Luis Rodriguez,P E,Chief Engineering Management Branch Federal Insurance and Mitigation Administration FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the Instructions on pages 1 -7. SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME � Policy,/��AGd4. 'oL h4c4L,Oe Number BUILDING STREET ADDRESS(Including Na Uricite andlbr Bldg.No.)OR P.O.ROUTE AND BOX NO. Company NMC Number /11 (evaoC Sit L 5 CITY 5' STATE ZIP CODE a+ oGlt, , PROPERTY DESCRIPTION(Lot and Block Numbers,Tau Parcel Number Legal eta) //77/-/SCJ'' /Goa - .5-- - Z BULDING USE(e.g.,Residential,Non redder lel.Addtfon.Aooaeaorv.S . Use a area,If necessary.) - - - _ _ _ L ( E&G/4L- A L ITrTUl�M'-AMel! or fns HORIZONTAL DATt t SOURCE LI OPS(Type). L I NAD 1927 LI NAD 1983 LI USGS Quad Map LI Other: SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION -- - 81.NFIP NAME 8 82.COUNTY NAME i-N B3.STATE c a / ` /Veto/X.44-(c_ ' 134.ROAM)PANEL 85.SUFFD( B8.FIFA INDEX BT.FIRM PANEL 138.FLOOD 139.BASE FLOOD ELEVATION(S) NUMBER- DATE EFFE EVISED DATE S) (Zone AO,use depth of flooding) 3�0%3 6 615 q 4 y 4. iff& /� � /4798 e 8 B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in 89. • LI FIS Profile LXI FIRM LI Community Determined LI Other(Describe): 011.Indicete the elevation datum used for the BFE M B9:ISI NOVO 1929 LI NAVD 1988 LI Other(Describe): 012.lathe bulking located In a Coastal Bonier Resources System(CORS)area or Otherwise Protected Area(OPA)7 LI Yes M No Dedgnatiolrl Date; SECTION•C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) :Building.elevations ars based on: L_JConslruction Drawings' 1__113uilding Under Construction' - pc(Flnished Construction-- - _ 'A,newEl.vallon Certificate will be required when construction of the bulking Is complete. C2-BIIMdIng Dlagram Number (Select the building diagram most similar to the building for which this certificate Is being completed-see pages a mall. If no diagram accurately represents the building,provide a sketch or photograph.) C3.Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,Vt V30,V(with BFE),AR,AR/A,AR/AE,AR/A 1-A30,AR/AH,AR/AO_ _ Complete Items C3.8- according below to the building diagram specified In Item C2.State the datum used.If the datum Is different'from - the,datum used for the BFE In Section 0,convect the datum to that used for the BFE.Show field measurements and datum.converslon- _ calculation. Use the space provided or the Comments area of Section D or Section 0,as appropriate,to document the datum conversion. Datum _ CarversiontConvnents Elevation reference mark used Does the elevation reference mark used appear on the _:_. Yea RC,No O a)Top of bottom floor(Including basement or enclosure) 3 f1.(m) LAND O b)Top of next higher floor /O • �®- ,�V O c)Bottom of tweet horizontal structural member(V zones only) _Ift(rmn) G���-�OO�V.Q467F` ,,,• -- /�/f / \_ • O d)Attached gasps(top of Blab) i}' _ft i•v/� �4;.�. �� •�e'��� . O e)Lowest elevation of mac fiery and/or equipment - ,''._ y 4'44;4 ci 1 I � servicing the building(Describe in a Comments area.) it.(m) r... ))'3 j i 0 f)Lowest adjacent(finished)grade(LAG) S . o ft.(m) \ . , /�. 0 g)Highest adjacent(finished)grade(HAG) 9 .. ft.(m) f O h)No.of permanent openings(flood vents)within 1 ft.above adjacent rade 0 3 �A' �o ! \ O I)Total area of all permanent openings(flood vents)In C3.h 0 sq.In.(sq.cm) •4,. 4,----,.-.,,--.4,i % 3 •SECTION 0-SURVEYOR.ENGINEER,OR ARCHITECT CERTIFICATION -f TMs certification Is to be signed and sealed by a land surveyor.engineer,or architect authorized by law to certify elevation Information. I oaf!y..thaf the Information it Sections A,B,and Con this cedificete represents my best efforts to interpret the date available. I understand that any false statement may be purohhabf.by One or Imprisonment under 18 U.S.Code Section 1001. -- -. __ _ __ CEFmFIERB NAME 4en1 LICENSE Fn,M13F.;tNys. v�, o So3 6 3 ?ME A'es/.0a 7 7 COMPANY NAME .,BDRE$S "��1f1,J01 a.✓�2-Ti) .J6- SIi;IFATtJF� /i6 Xid 2 �oaaL Gl�MP7w-�/�Qr9J N ZIP CQ)DE�/�AI _ �/� a 5 d& ‘J 7123.—_ i7 -> - . FFIAA Fnvrn f-9 .1111 1 nil QRF PPVFRAF SIM MP f:rlNT1Nl IATHIN ?FPI Ar'r:C AI 1 PRFVI01 IR FIIITfrhNS • -_ r-- r . IMPORTANT: in these spaces.copy the corresponding Information from•Section A. For Insurance Campeny:Use: BULDING STREET ADDRESSApt,Uidt.Wlte,arpor No. O P.O.ROUTE AND BOX NO. Policy Number CRYSSTATE /1 P CODE Company NAIC Number SECTION D-SURVEYOR,ENGINEER,OR - 'CHITECT CERTIFICATION(CONTINUED)• Copy both sides of this Elevation Certificate for(1)community official,(2)Insurance agent/company,and(3)building owner. COMMENTS j_(Check here if'attachments BECTIONIE-.BUILDING ELEVATION INFORMATION(SURVEY,NOT.REQUIRED)FOR ZONE AO AND ZONE'A'(wITHOUTI BFE) ForZone;AO.and Zone A(without BFE),complete Items Ei.through E4. if the Elevation Certificate is intended for use as supporting information fora LOMA or LOMR-F,Section C must be completed. - El.Buildbig,Disgram Number (Select the building diagram most similar to the building for which this certificate is being completed- see papal and 7. If no diagram accurately represents the building,provide a sketch or photograph.)E2.TTls,top of the bottom floor(Inducing basement or enclosure)of the!wilding Is 1—I_1 ft.(m)1_)__1in.(cm) 1_1 above or 1_1 below . -(chea(c.one),the highest adjacent grade. (Use natural grade,if available.) _ E3.For Building Diagrams 8-8 with openings(see page 7),the next higher floor or elevated floor(elevation b)of the building is-- - -- - - LI-_I fL(m)1__L1In.(cm)above the highest adjacent grade. Complete Items C3.h and C3.I on front of form. E4.For,Zocne AO only►, if no flood depth number Is available,is the top of the bottom floor elevated in accordance with the community's floc kiln management ordinance?(^('Yea L(No LI Unknown.'The local official must certify this information In Section G. SECTION F-PROPERTYOWNER"(OR OWNER'S REPRESENTATIVE)CERTIFICATION The .owner or owner's authorized representative who completes Sections A,B,C(Items C3.h and C3.1 only),and E for Zone A (wi MA-Issued or community-issued BFE)or Zone AO must sign here. The statements In Sections A,B,C,and E are correct to theibestc,ln w odds • PROF 1Y'MM'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME . ' . DDRES8 - CIiY STATE ZIP COLE $IGFWTURE DATE TELEPHONE COMMENTS • LI Check here if attachments SECTION 0-COMMUNITY INFORMATION(OPTIONAL) The,ka„patofllaial who Is authorized by law dr•ordinance to administer the community's floodplain management ordinance can complete Section A;B,C(or E),and(3 of this Elevation Certificate. Complete the applicable item(s)and sign below. 01.1__1 T.he•informatlon in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer,or architect who is authorized by stats or local law to certify elevation Information. (Indicate the source end dateat-the _- _ elevation date In the Comments area below.) 02.1_1A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. _ _ _ G3.1_1 The following information(Items 04-G9)is provided for community floodplain management purposes. (34.PERMiT NUMBER G&. DATE PERMIT ISSUED G8. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED (37.This permit hes been Issued for: LI New Construction 1_1 Substantial Improvement 08.Elevation of es-brit lowest floor(kadudi ng basement)of the building Is: _ ft.(m)Datum: , 09.BFE or(in Zone AO)depth of flooding at the building site is: ft.(m)Datum: LOCAL OFFICIAL'S NAME TITLE • COMMUNITY NAME TELEPHONE SIGNATURE DATE • COMMENTS LI Check here If attachments F1=MA FnmR1_11 1111 inn erPI Ac.rc AI 1 PRFVInI IS initir1NC Fi Fisher "631-765-1802 x5028 SOUTHOLD TOWN FIRE INSPECTOR robert.fisher@town.southold.ny.us Page - NOTES - ESTABLISHMENT (J � OWs/b/I DATE COMMENT -27-e& CIO t�A Rcef WEST b- A/VIG6 Li C,HHT L Ls 2- - - L S-7?) 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Code Section Description of Violation Correct By 7604303.2 Any person desiring to operate a food establishment shall make written application for a permit on forms provided by the department. Such application shall include the applicant's full name and post office address and whether such applicant is an individual,firm or corporation,and if partnership,the names of the partners,together with their addresses; proof of the applicant's authority to collect sales tax in the State of New York;the location and the type of food establishment,and the signature of the applicant or applicants. If the application is for a temporary food establishment,it shall also include the inclusive dates of the proposed operation. °' f s THE OPERATOR FAILED TO SUBMIT PROOF OF POSSESSION OF WORKERS 8/25/2015 COMPENSATION AND DISABILITY INSURANCE. 760-1311.3 Equipment and facilities shall be installed and maintained in conformance with Title 19 NYCRR Chapter XXXIII and any additional local requirements Actual and potential violations of Title 19 NYCRR Chapter XXXIII and other local requirements will be referred to the agency of statutory jurisdiction. Tct:'S?l1iY=o OCCUPANCY FOR DIMNG AND BAR AREAS NOT POSTED. 8/25/2015 Other Notes ESTABLISHMENT BUILT TO PLANS. WATER HEATERS(2)MEET REQUIREMENT. OKAY TO ISSUE PERMIT. Inspection by Eric Seebeck PHS#523 Suffolk County Department of Health Services 360 Yaphank Ave., Suite 2A Yaphank, NY 11980 Phone 631 852 5999 Fax 631 852 5871 email: enc.seebeck@suffolkcountyny.gov Person Receiving Report _ Samtanan. 523 SEEBECK Page 1 of 1 SUFFOLK COUNT' DEPARTMENT OF HEALTH SERVICES FOOD ESTABLISHMENT INSPECTION SUMMARY REPORT Action•CONT Ado/.Code(s) 12 Estab.ID' 2549 Estab Class.110 Estab Name. PECONIC BAY YACHT CLUB Estab.Address 64300 MAIN STREET Es tab.City SOUTHOLD Permit Rest D Capacity. 180 Owner MILL CREEK PARTNERS,LL Corp Name PECONIC BAY YACHT( Mgr.Cert #1 HAVE 1 SAFE Corp Address. PO BOX 326,CUTCHOGUE Inspection Date- 8/11/15 Insp.Status(es): 06 Risk: 0 Corp.Zip. 11971 ' Time of Inspection 1:32 PM PART 2: BLUE MAINTENANCE ITEMS These items relate to maintenance of the food service operation and cleanliness,correct as scheduled. Code Section Description of Violation Correct By 760-1303 2 FAILURE TO SUBMIT APPLICATION 8/25/2015 760-1311.3 EQUIPMENT INSTALLED PER STATE&LOCAL CODES 8/25/2015 Signature of Person Receiving Report _ Sanitarian 523 SEEBECK Page 1 of 1 Print Name. Joint Sanitarian _ "The items noted above are violations of applicable lams,rules and regulations found during an inspection of the operation of the facilities in this establishment which must be corrected as indicated.Failure to comply may result in the initiation of legal action against this establishment as provided for in Articles 2 and 13 of the Suffolk County Sanitary Code including a hearing, possible suspension of your food operation,and or the publication of the violation and tines." Suffolk County Department of Health Services Health Reference Number Office of Wastewater Management 360 Yaphank Avenue, Suite 2C-Yaphank, NY 11980 S. -ye �4 9 (631) 852-5700 Certification of Existing Subsurface Sewage Disposal Systems And Water Supply Facilities For Other Than Single Family Residence A. Name of establishment: MilLCasitt_ Re"S7ti12A 1 1)Address of establishment: Street (0 11360 IsAIWN ROAD Hamlet NUalitILD Zip I(r-1-7 I 2) Tax Map Number: District t!600 Section 6 Go Block 0 7 Lot(s) 02. 3)Owner's Name PLINIcipl ?itO( 1L7715r CLC, Phone 4031 73/1-ZLA) 4) Client's Name(if different than owner) 0,11.111r AS r3'Vi' 5)Type of proposed use(e.g., deli,restaurant, office...) i c 4' 1Y'l /243742#1,117' • mme/AIN B.Sanitary System Evaluation: 1)Type of Water Supply: ublic Water ❑ Private Well—Provide copy of water analysis dated within one calendar year • 2) Date of system pumping IJ//4} total gallons removed NAL- 3) Materials of construction of sanitary system Precast ❑ Block* *NOTE: Block pools are no longer accepted—sanitary system must be replaced 4)Size of Sanitary components*: Septic tank 2,500 gallons 10 diameter (o/ effective depth Grease trap 10// diameter S effective depth Leaching Pools 8/ diameter Ntb7gr i 9 8) 5-41Y effective depth 15 - 2/XL// total number of pools 2 *NOTE: Sanitary components must meet current standards for proposed use or upgrading will be required. 5)Overall condition of sanitary components: elgptable ❑ unacceptable (waste lines,drop tees, baffle walls, covers, grease trap, septic tank, leaching pools) 6) Die testing completed on 1V confirmed proper routing of kitchen and sanitary waste lines (date ❑yes ❑ no 7) Comments ALL- PIN-Cr6 SJTM1$ IA 4b PAKII1 1- Clc'1M1 - Vete/F/6V ONO 19LrA wisquri ox42(7.. pa' 3-21b 11 Bl /Ais7#ML ?wA/. WWM-084(8/05) Page 1 of 2 , 17111 C. Recommendations And Results (Check applicable items): 1. Sewage System , a. V System(s)functioned properly at time of inspection and is adequate for the proposed use. b. System(s) is not adequate for the proposed use (explain and make recommendations in Section D below or attach separate report). c. Other 2. Water Supply a. Water supply is adequate for proposed use (if private well, attach recent water analysis). b. Water supply is not adequate (explain and make recommendations in Section D below or attach a separate report). - c. Other D. Other Comments/Recommendations: 396-rvjvr S -4/0 64.149 I27 me) ! 3eAutii ¶(�C.ldty 4QuwiD WmS 2xw1t two ciott+eo .t TfiSTtro 4"/V ( €/ 7/1v f `1a rrs-, /S /A 4(Citcc*-7 d i7#Vve-( awa,werv. ACC. city t&iv G /i7V 4i/6.6 f Tim /A/V. 4SVC 4-k•-7 CIs.uvi 7t.e•3 by4 .‘„,4_,„: *1.';:,.‘X - _ _ L 14,#.0,7: - _ h r„ t.fi+-IiI w Certification: The results and recommendations found in this .'' ` Li.,are based upon my evaluation and inspection of the 4c"<` 032 4-1 O above referenced property: 04 �° �F (1 , PI / �s,E Name of Archi ct/Engineer /' 11� License Number z-i s�`f �- d B M o� "1- '/77- / Signature/ �j � �`a��f' Date Phone Mailing dress: Street /2 d. s1e fit/ A°,t P 0 8,< iL Z L Hamlet ar ce ar �f State N `1 Zip I/ I / Disclaimer: This inspection report indicates the present condition of the private on-site subsurface sewage disposal system and water supply based on recommended inspection procedures. The results of this inspection do not guarantee or warranty future performance. The recipient of this report should discuss any deficiencies found by this inspection with the individual who prepared the report. WWM-084 (8/05) Page 2 of 2 • ' 1. . I 4 .0 OG \ " Town Hall,53095 Main Road � Fax(631)765-9502 P.O.Box 1179 may* a0.le° Telephone(631)765-1802 Southold,New York 11971-0959 =. ' * ',." BUILDING DEPARTMENT TOWN OF SOUTHOLD February 18, 2005 RLH Land Planning 8595 Cox Lane,Unit 7 Cutchogue,NY 11935 Attention: Ronnie Hill Dr. Mr. Hill: Although we have issued a building permit for the repair and maintenance of an existing foundation at 64300 Main Road, Greenport(SCTM#: 56-7-2)No additional work will be permitted until the following is submitted to this office: 1. Approval from the Southold Town Board of Trustees: Although the Trustees have issued an administrative permit for work to the foundation of the existing building, any additional work will require approval from the trustees. 2. Approval from the New York State Department of Environmental Conservation: All of the exterior work noted on the plan submitted to this office will require a permit from the New York State DEC. 3. Additional information on drawings: Although the drawings submitted are for the purpose of issuing a foundation permit only,we have found a number of errors/omissions in your plans. The following information must be present when you submit for a permit for the entire renovation,'alteration and addition: A. All fire separation information,as well as details and UL listings. B. Light and ventilation information. C. Exit signs and emergency lighting noted on all sets of plans. D. Design load calculations including,seismic,snow and wind load information. E. Details of handicap accessibility in the proposed new handicap bathrooms. F. Plumbing riser diagram. G. Energy calculations. 4. Use of accessory mechanical room: Please ex slain the use of the accessory mechanical room. Respectfully Yours, ti Damon Rallis, Permit Examiner WY' LLAWRENCE M. TUTHILL PROFESSIONAL ENGINEER P.O. BOX 162 GREENPORT, N.Y. 11944 r (631) 477-1652 September 2, 2005 Mr. Michael J. Verity, Department Head Southold Town Building Department Main Road Southold, NY 11971 1 Re: Mill Creek Restaurant ' Main Road Greenport, NY 11944 , SCTM No. 1000-56-07-02 Subject: Restaurant Footprint TO WHOM IT MAY CONCERN: I have visited the site, reviewed both surveys of Hands on Surveying (Martin D. Hand, LS) , one dated 1 /29/05 showing the dimensions for the outline of the footprint of the former above mentioned I restaurant, the second survey revised 4/28/05 locating the outline of the new foundation, and reviewed the plan of the Mill Creek Restaurant Renovation by Principi Builders Inc sheet A-5 showing the foundation of such renovation. It is noted that on the east side of the building the first survey shows an original bump out of 6 ' , the second survey shows two steel beams and A-5 drawing shows a bump outof 6 ' -11 5/16". Drawing A-5 will be amended to show a bump out of 6 ' . With this amendment, I certify that the footprint of the proposed Mill Creek Restaurant is within the footprint of the former restaurant. Sincerely, �.', 14 E .2746k"`"`"1-- 4121(iji .. 4.),- ,,,,,t..\\ � lt Lawrence M. Tuthill, P.E. � '" �� z •• : t1Fp '. O322644 ^ ;r Suffolk Environmental Consulting, Inc. Newman Village,Suite E,2322 Main Street,P.O. Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President May 23, 2006 Damon Rallis Building Department Town of Southold P. O. Box 1179 Southold, NY 11971 Re: Principi a/k/a Mill Creek Inn Situate: Main Road (Rte; 25), Southold SCTM # 1000-56-7-2 Dear Mr. Rallis, This Firm represents Richard Principi who owns the premises referenced above. Mr. Principi seeks a building permit to re-construct the restaurant in-kind and in-place without apartment above. This is a request for a site-plan and use determination (S.P.U.D.). Enclosed herewith please find: (1) Town of Southold Building Permit Application; (2) Copy of the survey for the premises prepared by Hands On Surveying, last dated April 28, 2006, which shows the 2- story frame restaurant to be rebuilt in-kind and in-place; and (3) Check made payable to the Town of Southold in the amount of$35.00 covering the requisite review fee. By way of this correspondence, kindly forward the requested S.P.U.D. so that we can correctly and efficiently make the appropriate applications for approval. Thank you in advance for your anticipated cooperation. orSi cerely, 1 1 „ziop ..., f Bruce A. Anderson Cc. R. Principi Suffolk Environmental Consulting, Inc. Newman Village, Suite E,2322 Main Street,P.O.Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President May 23, 2006 Damon Rallis Building Department Town of Southold P. O. Box 1179 Southold, NY 11971 Re: Principi a/k/a Mill Creek Inn Situate: Main Road (Rte; 25), Southold SCTM # 1000-56-7-2 Dear Mr. Rallis, This Firm represents Richard Principi who owns the premises referenced above. Mr. Principi seeks a building permit to re-construct the previously existing apartment above the restaurant, re-construct a one story frame building adjacent to the westerly side lot line, re-construct a one story frame building at the eastern property line and to legalize the expansion in the number of finger piers by the previous owners. This is a request for a site plan and use determination (S.P.U.D.). Enclosed herewith please find: (1) Town of Southold Building Permit Application; (2) Copy of the survey for the premises prepared by Hands On Surveying, last dated April 28, 2006, which shows the 2- story frame restaurant to be rebuilt in-kind and in-place; and (3) Check made payable to the Town of Southold in the amount of$35.00 covering the requisite review fee. By way of this correspondence, kindly forward the requested S.P.U.D. so that we can correctly and efficiently make the appropriate applications for approval. Thank you in advance for your anticipated cooperation. S2rely, . ) Bruce A. Anderson Cc. R. Principi I# ilii 1510 ,`O 4 Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 ; G ,�` Telephone(631)765-1802 Southold,New York 11971-0959 ..f? g� • I!court v.' .•g' BUILDING DEPARTMENT TOWN OF SOUTHOLD June 16, 2006 Suffolk Environmental Consulting PO Box 2003 Bridgehampton,NY 11932-2003 Attention: Bruce Anderson Bruce, Following a complete review of your application, for the reconstruction of an existing restaurant in-place, in-kind, at 64300 Main Road, Greenport, (Mill Creek/Principi, SCTM#: 56-7-2). The following has been determined: 1. Site plan approval is not required as long as the restaurant does not intensify in use. From the information gathered thus far, it does not appear that the use will be intensified. 2. Approval from the New York State Department of Environmental Conservation: The proposed restaurant reconstruction requires approval from the New York State DEC. 3. Approval from the Southold Town Board of Trustees: The proposed restaurant reconstruction requires approval from the Southold Town Board of Trustees. 4. Suffolk County Health Department Approval: The proposed restaurant reconstruction requires approval from the Suffolk County Health Department. Once you have obtained approval from the above referenced agencies, you may submit an application to this department for the reconstruction of the existing restaurant. In addition to the items mentioned above, you must also submit four sets of complete drawings certified by a NYS licensed architect or engineer. Respectfully Yours, (41146....tMP Damon Rallis, 'ermit Ex. ''ner PRINCIPI BUILDERS , INC . 631 -734-2410 8595 COX LANE 631 -734-2438 FAX CUTCHOGUE, NEW YORK 1 1 935 September,28, 2006 Michael Verity Chief Building Inspector Town of Southold Southold, NY 11971 Dear Mike: With regard to our meeting last Tuesday, September 26, 2006, please find building permit application for the former Mill Creek restaurant site at 64300 Main Road in Southold. I respectfully request that a building permit be issued as per our stamped drawings. I understand that all criteria pending with the Suffolk County Health Department be fully resolved prior to attaining the Certificate of Occupancy. Also, as discussed at the meeting on Tuesday, please inform Heather at the Trustees Office of the submissions to the Building and Health Departments. Thank you for your time and help. Sincerely, Richard . incipi, Jr. �•g%QF SOU/ •�10 Town Hall,53095 Main Road •` Fax(631)765-9502 P.O.Box 1179 ;G �� Telephone(631)765-1802 Southold,New York 11971-0959 %. '0 tOUNTY,* ..° BUILDING DEPARTMENT TOWN OF SOUTHOLD October 5, 2006 Richard Principi PO Box 1248 Southold,NY 11971 Dear Mr. Principi: Please take notice that your building permit application, dated September 27, 2006, for permit to construct a restaurant at 64300 Route 25, Southold,N.Y. (County Tax Map Number 1000-56-7-2), is currently under preliminary review. However, we cannot continue a full review until new plans are submitted to this office which reflect the following: 1) Full foundation drawings showing flood compliance. As you know, this property was issued a permit for foundation repairs on February 18, 2005. Following an inspection of the property, it was determined-a non-flood compliant foundation was constructed beyond the scope of the permit. The plans submitted under this new application do not show a flood complaint foundation. Please amend the plans to show flood compliance. 2) Bathhouse not permitted. As we have told you and your representatives in the past,the proposed bathhouse violates zoning(as it is located in the side yard) and requires a variance. Please remove all drawings and references to the bathhouse , from your plans until you acquire a variance for its side yard location. 3) Amended Application Required. Your application states that your proposed use is a restaurant/marina. At this time, the building department will issue a permit for a restaurant only, as you have yet to receive site plan approval for the marina. Therefore,we respectfully request that you submit a new application for "restaurant" only. Your architect was contacted today and we discussed the plan changes that are required. If you have any questions,please feel free to call this office at 631-765-1802. R-:.ect , Y ur A i • d •u ature Cc:File,Mark Schwartz,Michael Verity PRINCIPI BUILDERS , INC. 631 -734-2410 B595 Cox 631 -734-2438 FAX CUTCHOGUE, NEW YORK 1 December 22, 2006 Michael J. Verity 53095 Main Road — Southold, NY 11971 I p I ?�P, \r�.l i DEC 2 2 2008 Re: Mill Creek / Southold Pointe I rdoLD Dear Mike: With regard to our meeting this morning, I respectfully submit this letter to confirm that the application process with the Suffolk County Department of Health Services Plan Review Unit has commenced. I have retained a team of professionals to expedite the filing process. I will keep you advised as the process proceeds and will continue to consult with my team of design professionals, architects and engineers. Please contact me with any concerns. Also, please forward a copy of this letter to Damon Rallis. Thank you Mike! Sincerely, Richard J. Pnncipi, Jr. SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY • Complete items 1,2,and 3.Also complete A ,I.nature item 4 if Restricted Delivery is desired. X 0 Agent • Print your name and address on the reverse I ► V 0 Arid-ssee so that we can return the card to you. i • Attach this card to the back of the mailpiece, Rece'ued b (• �d ame) O. Dat-o fv•ry or on the front if space permits. 6� •1 ` . I D. �� Is delivery address different from item 1? ►, - 1. Article Addressed to: � If YES,enter delivery address below: 0 No �5q5 cA516. n 3. Service Type l.J t r l,0 a `0 ' 1 IA 357 0 Certified Mall 0 Express Mail V 0 Registered 0 Return Receipt for Merchandise ❑Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Pee) 0 Yes 2. Article Nurnber ; jiijj j`• i jj j fl 1111; (Transfer from service label) i 76/0=0,9?90 0000). gib / PS Form'3811,February'2004 'Domestic Return Receipt 102595-02-M-1540 .0, ay. Town Hall,53095 Main Road ; Fax(631)765-9502 P.O.Box 1179 G Q � '�� Telephone(631)765-1802 � Southold,New York 11971-0959 1 11 r BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Principi Properties LLC PO Box 1248 Southold, NY 11971 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 64300 Main Road, Greenport, NY TAX MAP NUMBER - 1000-56-7-2 PURSUANT TO SECTION 144-12 A (3) OF THE CODE OF THE TOWN OF SOUTHOLD, NEW YORK, YOU ARE NOTIFIED TO IMMEDIATELY SUSPEND ALL WORK AND BUILDING ACTIVITIES UNTIL THIS ORDER IS RESCINDED BASIS OF STOP WORK ORDER: Work done contrary to building permit #32599Z CONDITIONS UNDER WHICH WORK MAY BE RESUMED: Once approval from the Southold Town Zoning Board of Appeals is granted FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CON ITUTE AN OFFENSE PUNISHABLE BY FINE IMPRISONMENT OR BOTH. DATED: January 10, 2008 'UTHORI2ED SIGNATURE IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY 4111" LAW OFFICES WICKHAM,BRESSLER,GORDON&GEASA,P.C. 13015 MAIN ROAD. P.O.BOX 1424 WILLIAM WICKIIAM(06-02) MATTI1 UCK,LONG ISLAND ERIC.1.BRESSLER NEW YORK 11952 275 BROAD IIOLLOW ROAD ABIGAIL A WICKHAM SUITE 111 LYNNE M.GORDON MELVILLE. NEW YORK 1 1747 JANET GEASA 631-298-8353 1 FLEFAX NO 631-298-8565 631-249-9480 «whlawlri aoLcom TEl NO.631-249-9484 April 4,2008 k\c6u Town of Southold Zoning Board of Appeals pECEOdE® 53095 Main Road, Post Office Box 1179 Southold, New York 11971 APR - 7 200B it Li LJ ,�, j),vt Re: Property owned by Principi Properties,LLC BOARD OF APPEALS 64300 Route 25,Greenport, New York SCTM# 1000-56-7-2 ` �,� r( ,� >,• ",/�!/ Ladies and Gentlemen: Pursuant to amended Notice of Disapproval, copy enclosed,this letter is to amend the Variance Application in this matter to address the variances required for the east deck (distance to bulkhead)and west deck(distance to bulkhead and side yard setback). A check for the additional fee of$200. is enclosed. The Building Department has reviewed the file and determined that: a) Building permit# 32599,to the extent it covers the decks, was issued in error,and b) The proposed structures do not exceed permitted lot coverage. Distance to bulkhead: The proposed decks are to be 2.5 feet landward from the bulkhead at the closest point. While this is a dramatic variance from the required 75 feet, we request a variance based on the following factors: 1) the setback of 2.5 feet is the same as the pre-existing set-back of the restaurant building for a length of 6 feet on each side, and then stepped back to 11 feet from the bulkhead for the remaining 22—23 feet; The east deck is 970 sq. ft. and the west deck is 780 sq. ft. 2) the deck is at a low elevation, 10 feet 6 inches above grade, at the same level as the first floor. It has no full foundation, so the visual impact and effect to the ground near the bulkhead is minimal. It is supported by 12 inch diameter sonutubes extending four(4) feet below grade; 3) the outdoor decks enhance the prime utilization of the waterfront,and are an essential element of the restaurant/catering operation; • 4) compliance with the required sideyard setback is impossible on this property. A seventy five(75)foot setback would eliminate the possibility of any deck due to the amount of land area landward of the bulkhead. Further, the setback requirement of 75 feet in an MII District is: (a) inappropriate, and (b) probably unattainable on most MIl properties in the Town of Southold. 5) the difficulty was not self created. It derives from the location of the pre-existing restaurant and bulkhead. 6) The decks will not adversely impact the character of the neighborhood or be a detriment to nearby properties because-they are at the same setback as the restaurant. As to the west deck,the adjoining property is a boatyard. As to the east deck,the applicant owns the property to the east of the subject property. Distance to west sidevard: The proposed west deck is 2.5 feet from the west line. The same arguments set forth in the variance application apply to this deck. Further,since it does not rise above the first floor level,it will not visually impact the neighboring property. The decks were on the plans submitted to the Trustees and the permit included in the " original package would therefore cover the deck. Thank you for your consideration. Very truly yours Abigail A. Wickham AAW/al End. Zha/ltrvarappprinc2 Town of SoutholdATown of Southold A — 413 0 Suffolk County, NY' 4131 Suffolk County, NY The People of the State of New York us. The People of the State of New York vs. LAST NAME(D FE ANT) LAN NAME(DEFENDANT) n n FIRST NAME �{p�ID IIA FIRST NAME P MIDDLE INITIAL j K1 e-1114-�1 PR,1JU 1/l7 ✓i2. 4 )7- 4I'-Stre c_ f .t-YT LCC. �STREETA T�]�LT PI Vii. "Ftp �/�4f VE1iL .7(s Ll r� lLNO STREET ADDRESS APT NO c„7(tel c CO /4 v 6 APT NO e6--5,5--(k' . CITY CITY ail-6h° STATE ZIP STATE ZIP h° ! 4,, NY lit? ii7/C4 8,-- ,i >' 1/ '� - CJL UCENSE OR REGISTRATION NUMBER ,`j's UCENSE OR REGISTRATION NUMBER /dj I I II I STATE TYPE OF LICENSE DATE EXPIRES SEX DATE OF BIRTH OPERATOR STATE TYPE OF LICENSE DATE EXPIRES SEX DATE OF BIRTH OPERATOR ''� /,�,�vr,,�,� MONTH I DAY I YEAR OWNS VEHICLE Q[ I`�� OYESVEHICLE ONO OYES ONO THE OPERATOR OR REGISTERED OWNER OF VEHICLE DESCRIBED BELOW THE OPERATOR OR REGISTERED OWNER OF VEHICLE DESCRIBED BELOW PLATE NO LATE NO DATE EXPIRES DATE EXPIRES TATE STATE PLATE TYPE PLATE TYPE ❑NY ❑N J 0 NY O N J ❑ ❑PASS ❑COMM 0 7NY ONJ ONY ❑NJ ❑ OPA ■COMM 0 EHICLE MAKE VEHICLE MAKE 0 DODGE ❑ DODGE O BUICK ❑ CHEV ■ CADILLAC 0 PONTIAC 7 BUICK 0 CH O CADILLAC ❑ PONTIAC ❑ FORD I FORD 0 •LDS O PLYM O OLDS O PLYM 7 TOYOTA A VOLKS 0 El TOYOTA ❑ VO O BODY O 2•r O 4 DR ❑ BUS 0 MCY ❑ S W ODY ■ 2 DR O 4 DR ❑ BUS 0 MCY ❑ S W TYPE YPE ❑ TRUCK El TRAILER ❑ VAN ❑ TRUCK 0 TRAILER El VAN ❑ t,' UMBER VIN NU,-: R THE PERSON DESCRIBED ABOVE IS CHARGED AS FOLLOWS THE PERSON DESCRIBED ABOVE IS CHARGED AS FOLLOWS PLACE OF OC RRENCE 'LACE OF QIIGURRENCE v PCT Age'4``_cc-7-a2. .efzs GrPCT v¢�m.�' —�-7ozJ �� z6 6�Y� � DATE OF OFFENSE AM TIME PM CITY,TOWN VILLAGE,OR HAmLFr SUFFOLK COUNTY NY )ATE OF OFFENSE AM TIME PM CIN.TOWN VILLAGE OR VAMLET SUFFOLK COUNTY NY 0 0 ❑ 0 .C.52),.... Id �0:-; 11 O i IN VIO TION OF SECTION SUED OF THE 0 VEHICLE AND TRAFFIC LAW OF THE STATE OF NEW YORK 47LATION OF SECTION SUED OF THE O VEHICLE AND TRAFFIC LAW OF THE STATE OF NEW YORK OR(SPECIFY) SO R(SPECIFY) 0 O S ❑COM ❑BUS ❑HAZ 0 O S ❑COM ❑BUS ❑HAZ /-' 'J DEF VEH MAT �� - DEF VEH MAT �V 5-'7-I j/� t ❑ SPEEDING I OTHEROFFENSE a Ald �',L J SPEEDING O ER OFFEN E �] MPH IN A MPH ZONE •,&/ ' �y/ M ,�;"u1• MPH IN A MPH ZONE //e7a7 /J�- J- (.,14MF1d CI T- !�`>r C..0 y7(yr�/(r/,U,J i`�f '�'/"/7i// FACTUAL PART(NOT FOR NBy FACTUAL PART(NOT FOR NE) ��%�J, /J 11 a(',VE NAMED DEFENDANT DID ON THE STATED DATE,TIME AND P •CE (,Is/GY' TH/,/OVENAMED DEFENDANT DID,O,,/N�T�H.E,SyTATED DATE,TIME AND PLACE W /N /' / / /A)M(.._ , .0 / /r.o /Ly, ,4- ,52e_w' ¢sr� G/`�[iC C/.7��j�'v �b D 7�• i " /A) 47s— ,77r 1/LiN/-. 01497— j/-117/n�t�� 41i-71-1/4-1- .2 /ttG7` /rtJ �dG'C/1r� vy P� QVCfl2a'r-4 — Cu/1h `i/S h2.�."722It e.),--/- f�`�(/�'�1 � /7� ��.5 11e Foregoing a based on(personal knowledge)and/or Ont--- -- ,- ., ,• The Foregoing:s based on(personal knowledge)and/or On. i•n e•e a, - .. . . . .. ... ..........S. - .• - •...,.n s of •• s)of \V--16,---.4<x.2, (� `iW... AL •-01..iA .: .T�/z, Oa� U' � dated 1 ( )Z') OF dated Llr/ PARKING SCHEDU D FINES CONTACT COURT❑ ARKING SCHEDULES FINE$ CONTACT COURT 0 THE PERSON DESCRIBED ABOVE IS SUMMONED TO APPEAR AT THE PERSON DESCRIBED ABOVE IS SUMMONED TO APPEAR AT SOUTHOLD TOWN JUSTICE COURT,53095 ROUTE 25,SOUTHOLD,NY 11971 SOUTHOLD TOWN JUSTICE COURT,53095 ROUTE 25,SOUTHOLD,NY 11971 DATE OF PEARArICE(NOT FOR Tao) ON 5/DATE OF A�P7PCARANCE�(N9OT FOR NBI 2- CE J��•g.�/ `y�� l 2'/0 3 A4�` M ON /V V AT l 3(J C.•!1 LV FALSE STATEMENTS HEREIN ARE PUNISHABLE AS A CLASS A MISDEMEANOR PURSUANT TO SECTION 210 45 OF THE P LN Y S LSE STATEMENTS HEREIN ARE PUNISHABLE AS A CLASS A MISDEMEANOR PURSUANT TO SECTION 210 45 OF THE P LN VS y/.4.4 c, OMPLAINANT DATE I COMPLAINANT DAT ' ,77 /// BADGE#7)2 ,10'-7/ _ _.. ' BADGE# - COURT COPY COURT COPY Southold Town Police Report 04/12/2008 11:35 Incident Report Case Number 01-08-002636 I Case Number Report Occurred On/From Occurred To Report Type N 01-08-002636 04/12/200811.35 04/12/2008 11:35 04/12/2008 11:35 Original C Incident Type Case Status Case Status Date Cleared I TOWN CODE VIOL-OTHER CLOSED-NO ARREST(ADMI 04/12/2008 D I/L Common Name E MillCreek Marina- 64250 ROUTE 25 GREENPORT,NY 11944(SUFFOLK County) N Day of Week:SATURDAY Sector.3 803 T Map Reference:GPT4 Total Damaged Property Value:$0 00 Location Type:CONSTRUCTION SITE Total Stolen Property Value:$0.00 Sector:3 803 Total Recovered Property Value:$0.00 O State Classification Attempted/Committed F TOWN CODE VIOL.-OTHER COMPLETED F Statute/Ordinance Location Type Disposition Date E Stc 275-16 CONSTRUCTION SITE N Federal Classification(Larceny Only):Not Applicable(-) Federal Disposition:CLOSED S Attack Reason:NO BIAS/NOT APPLICABLE(-) E O State Classification Attempted/Committed F TOWN CODE VIOL.-OTHER COMPLETED F Statute/Ordinance Location Type Disposition Date E 2 STC 275-16 CONSTRUCTION SITE N Attack Reason:NO BIAS/NOT APPLICABLE(-) Federal Disposition.CLOSED S E P Person Type Business/Person Name Business Phone E COMPLAINANT(CO) Southold Town Board of Trustee's 631- E Home Phone Person Address Map Reference s (631)765-1892 53095 Route 25 Southold,NY 11971 ,SUFFOLK County O 1 Other Phone Employer Address N Race - Sex SSN DL Exp.Date DL Number Birth Date Birth City Arrest Number:01- - P • Person Type Business/Person Name Business Phone E ARRESTEE/DEFENDANT Richard Principi (631)734-2410 R Home Phone Person Address Map Reference S (631)734-2410 8595 Cox LN Cutchogue,NY 11953,SUFFOLK County O Other Phone Employer Address N 8595 Cox LN Cutchogue, NY 11953,SUFFOLK County Race Sex SSN DL Exp.Date DL Number WHITE Male Birth Date Birth City 09/26/1962 Age•45 Arrest Number•01- - Adult/Juvenile:ADULT Employer.South Point LLC c Reporting Officer Department Report Status: Sbc Donald Dzenkowski (2068) SOUTHOLD TOWN POLICE Approved Officer Name - Date/Time c a Verifying Officer Department Date/Time c SGT RAYMOND E.VAN ETTEN (8885) SOUTHOLD TOWN POLICE 04/12/2008 15:37 c n a o. 1 of 2 ° Southold Town Police Report 04/12/200811 35 Incident Report Case Number 01-08-002636 N Topic Original A R Richard Principi was issued summons numbers A4130 and A 4131 for placing a deck and floating dock R within 100' of a tidal wetland contrary to the Trustee permits that were issued Al T V E c Reporting Officer Department Report Status: Sbc Donald Dzenkowski (2068) SOUTHOLD TOWN POLICE Approved Officer Name Date/Time a Verifying Officer Department Date/Time c SGT RAYMOND E.VAN ETTEN (8885) SOUTHOLD TOWN POLICE 04/12/2008 15'37 C N a G 2 of 2 ° ,tv sotj- Town Hall Annex J Telephone(631)765-1802 54375 Main Road � Fax(631)765-9502 P.O.Box 1179 ; �� 4� ,, Southold,NY 11971-0959 eCOUNTI:* 01° BUILDING DEPARTMENT TOWN OF SOUTHOLD FIRST NOTICE March 31St, 2010 Southold Pointe, LLC 8595 Cox Lane Cutchogue, N.Y. 11935 RE: 64300 Route 25 (CONSTRUCTION OF A NEW RESTAURANT) SCTM: # 1000-56.-7-2 To Whom It May Concern: Please be advised that your Building Permit # 32599 issued December 18th, 2006 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit's please submit a fee of $4721.60: at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT l',``pF SO(/Ty I - - 4 Old Town Hall Annex C * Telephone(631)765-1802 54375 Main Road • , ,r Fax(631)765-9502 P.O.Box 1179 • �� "\ �1� Southold,NY 11971-0959 to 0OUNTY,� ,..f BUILDING DEPARTMENT TOWN OF SOUTHOLD FINAL NOTICE September 13th, 2010 Southold Pointe, LLC 8595 Cox Lane Cutchogue, N.Y. 11935 RE: 64300 Route 25 (CONSTRUCTION OF RESTAURANT) SCTM #1000-56.-7-2 To Whom It May Concern: Please be advised that your Building Permit # 32599, December 18th, 2006 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before use of the structure. To renew your Building Permit, please submit a fee of $4721.60. At that time, we can schedule an inspection by one of our Building Inspectors. If you have any questions, please call us at 765-1802. Respectfully, 10 029p 0002 8968 SOUTHOLD TOWN BUILDING DEF-70, 7011 33 0 SILVERSTONE_ �. A-s sbar-S PROPERTY GROUP; VIA Certified Mail . 1 0 EE C 0 FIT November 8th, 2010 , NOV 1 5 2010 ' Michael Verity TOW BLDG. .DEPT.T Town of Southold Chief Building Inspector 53095 Main Rd. PO Box 1179 Southold, NY 11971-1179 Re: Change of Contact Address for Mill Creek Marina Dear Mr.Verity: This letter is to notify you of an address change for Mill Creek Marina, located at: Dist: 1000 Sect: 056.00 Block: 07.00 Lot: 002.000 which was recently acquired by 64300 Main Road Southold LLC. Please forward all future mail/correspondence to: Silverstone Property Group 825 Third Avenue, 37th Floor New York, NY 10022 Should you have any other questions or concerns, please feel free to call us. Sincerely, Joshua Katz Cc: Town Hall Annex 54375 Main Road_ P.O. Box 1179 Southold, NY 11971-0959 825 THIRD AVENUE,37TH FLOOR-NEw YORK,NY 10022 TEL:646.786.8000*FAX:646.219.5643 W W W.SILVERSTONEPG.COM ' Jill M.Doherty,President ,, s jise®(' - Town Hall Annex Bob Ghosio,Jr. Vice-President � ® : 54375 Main Road tt 2 ; P.O. Box 1179 James F.King `zs' Southold,New York 11971-0959 Dave Bergen /��, John Bredemeyera •i Telephone(631) 765-1892 i° Fax(631) 765-6641 %wsees .0 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD tierfra:0 TO: Michael J. Verity, Chief Building Inspector , Building Dept. r FROM: Bob Ghosio, Jr., Vice-President Board of Trustees DATE: October 3, 2011 RE: MILL CREEK PARTNERS, LLC 64300 MAIN RD., SOUTHOLD SCTM#56-7-2 In an effort to expedite the above-referenced application, please review the attached site plan prepared by Samuels & Steelman Architects dated Sept. 28, 2011, and provide us with your determination as whether this project plan requires a variance from the Zoning Board of Appeals. Thank you for your assistance. Cc: Board of Trustees • C Thjj] OCT 4 2011 BLDG DEPT. TOWN OF SOUTHOLD S A lel U E L S & STEELMAN April 16, 2012 Planning Board Town of Southold Town Hall Annex 54375 Route 25 Southold, NY 11971 Re: Site Plan Approval I� Mill Creek Inn & Marina p �! C 1 G. \/ E 64300 Route 25 Greenport, NY 11944 APR 1 g 2012 SCTM # -1000-56-07-02 BLDG DEPT. Dear Board Members, TOWN OF SOUTHOLD Last week, Eugene Burger and I met with Mike Verity, Chief Building Inspector to discuss the open Building Permit (#36485 - see attached) for the Mill Creek Inn and to ' determine what improvements Burger Construction was allowed to proceed with while Site Plan Approval was pending. This original building permit was issued to the former owner and re-issued to Mill Creek Partners, LLC on June 17, 2011. The permit with expire on December 16, 2012. The building permit is for construction of a new Restaurant and Decks on the first floor with Attic Storage on the second floor. Construction was stopped with the exterior shell of the building, 95% complete, minus the gutters. The Decks at the First Floor level were partially framed but not completed. The interior was left unfinished with only the studs exposed. Since the building permit is still in effect, it was determined that Burger Construction was able to proceed with all of the interior improvements which will include installation of the required sprinkler system for fire suppression, new elevators, stairs, plumbing, electric, mechanical systems, all interior finishes including flooring, interior doors and trim, and installation of a new commercial kitchen. Interior finishes to the Second Floor Restaurant or any proposed exterior improvements will not begin until Site Plan Approval has been received and a revised Building Permit issued. Gutters have been installed recently to control all roof runoff as per the Town of Southold's storm water runoff requirements. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 ! FAX(631)734-6407 In addition, Mill Creek Partners have received approval from the NY State Department of Environmental Conservation and the Board of Southold Town Trustees for the construction of a new bulkhead and decking along the southern edge of the existing building. It was determined that the condition of the existing bulkhead adjacent to foundation of the restaurant was substandard and replacement of the existing bulkhead would be required. Construction of this bulkhead will be starting within the month. Copies of both o,f these permits and a copy of the Building Permit are enclosed for your records. k If we can answer any questions, please do not hesitate to call. Sincerely Samue &"Steelm. A rchitects ,fancy Ste- an, R.A. cc: Mr. Michael Verity Mill Creek Partners, LLC Enclosures Y LEASE AGREEMENT Ser— LEASE AGREEMENT (this "Lease"), is made and entered into as of May I , 2012, by and between PRINCIPI PROPERTIES, LLC a New York limited liability company having an address at ("Landlord") and MILL CREEK PARTNERS, LLC, a New York limited liability company having an address at P.O. Box 326, Cutchogue,New York 11935 ("Tenant"). • 1. PREMISES. Landlord is the owner of those certain premises known as (i) 64600 Main Road, Southold, New York, (ii) 25 Dolphin Way; Southold, New York, and (iii) 60 Dolphin Way, Southold,New York(collectively,the"Premises"). 2. TERM. A. The term of this Lease shall be for twenty(20) years,commencing on the date hereof and ending on the last day of the month in which the twentieth (20th) anniversary of the date hereof occurs (the "Expiration Date"), unless sooner terminated or extended as provided herein(the"Term"). 3. FIXED RENT. A. Tenant shall pay to Landlord for the lease of the Premises for the entire term as follows: (i) on the 'execution of this Lease, and (ii) on the expiration of this Lease. Other than Fixed Rent,no other payments are due or payable to Landlord hereunder. B. For the purpose of this Lease, the first "Lease Year" shall refer to the period from the date hereof until the last day of the month in which the first anniversary of the date hereof shall occur. Each subsequent Lease Year shall refer to each subsequent period of twelve (12)consecutive calendar months during the Term. C. Tenant shall accept delivery of the Premises in its"as is"condition. 4. USE. Tenant may use the Demised Premises for any lawful permitted use. 5. COMPLIANCE WITH LAW. During the Term, Tenant, at its expense, shall comply with all laws, rules, and regulations made by any governmental authority having jurisdiction over the Premises. . {Lease 100617259.DOc i} 1 1 00/100 Dollars ($2,000,000.00) for injury to or death of more than one person in any one accident or occurrence. Tenant's insurance shall be primary with respect to any claim arising out of events that occur in the Premises. Such insurance maybe provided under blanket insurance policies covering other properties as well as the Premises and shall be maintained with an insurance company rated at least A-VIII or better in Best's Insurance Reports. Upon Landlord's request,Tenant will provide Landlord with'a certificate(s)evidencing such insurance. B. Neither Landlord nor Tenant shall be liable to the other or to any insurance company(by way of subrogation or otherwise) insuring the other party for any loss or damage to any building, structure'or other tangible property, or any resulting loss'of income and benefits, even though such loss or damage might have been occasioned by the negligence of such party, its agents or employees if any such loss or damage is covered by insurance benefiting the party suffering such loss or damage or was required to be covered by insurance pursuant to this Lease. Landlord and Tenant shall require their respective insurance companies to include a standard waiver of subrogation provision in their respective policies. 10. INDEMNIFICATION. Tenant shall defend, indemnify, and hold Landlord and Landlord's agents, officers, directors, employees, and contractors harmless against and from any and all injuries, costs, expenses, liabilities, losses, damages, injunctions, suits, actions, fines, penalties, and demands of any kind or nature (including reasonable attorneys' fees) arising in connection with any and all third party claims arising out of(i) injuries occurring within the Premises; (ii) any intentional acts or negligence of Tenant or Tenant's agents, employees, or contractors; (iii) any breach or default in the performance of any obligation on Tenant's part to be performed under this Lease; or (iv)the failure of any representation or warranty made by Tenant herein to be true when made. This indemnity does not include the intentional or negligent acts or omissions of Landlord or its agents, officers, contractors or employees. This indemnity shall survive termination of this Lease only as to claims arisingout of events that occur prior to termination of the Lease. 11. ASSIGNMENT AND SUBLETTING. Tenant shall have the right without Landlord's consent to assign or sublease this Lease without Landlord's consent. 12. REAL ESTATE TAXES. A. The term "Real Estate Taxes" means real estate taxes and assessments payable with respect to the Property that are imposed by any authority having the power to tax any legal or equitable interest of Landlord in the Property; provided, however, that assessments shall be prorated and divided into the maximum number of installments permitted by law and only the current portion•shall be included in Real Estate Taxes for any Lease Year. Notwithstanding the foregoing, Real Estate Taxes shall not include (a) any inheritance, estate, succession, transfer, gift, franchise, or capital stock tax; (b) any income taxes arising out of or related to ownership {Lease/00617259.130C I) 3 6. ALTERATIONS. A. Tenant, at Tenant's cost,may install such tenant improvements in the Premises as Tenant deems necessary or desirable for the conduct of Tenant's business therein. During the Term, Tenant may make any non-structural alterations, improvements and additions to the Premises without obtaining Landlord's consent. Notwithstanding the foregoing,Tenant shall not make any alterations, improvements, additions or repairs in, on, or about the Premises which affect the structure of any building without Landlord's prior written consent, which consent shall not be unreasonably withheld, conditioned or delayed. Landlord shall be deemed to have approved any improvement proposed by Tenant unless Landlord disapproves of Tenant's proposal in writing (which disapproval shall specify Landlord's reasons for such disapproval) within fourteen(14)days of receiving Tenant's proposal and request for consent. B. Tenant shall not permit any mechanics' or materiahnen's liens to be levied against the Premises for any labor or material furnished to Tenant or to its agents or contractors; provided, however, that Tenant shall not be required to pay or otherwise satisfy any claims or discharge such liens so long as Tenant, in good faith and at its own expense, contests the same or the validity thereof by appropriate proceedings and posts a bond or takes other steps acceptable to Landlord that stay enforcement of such lien. 7. REPAIRS. Tenant, at Tenant's expense, shall keep the Premises in good order and repair. In confirmation of the foregoing, Tenant shall be solely responsible for the maintenance of and for iltps'to"Ihe Pfernises. .,..,4 ,,, � r • - til 8. END OF TERM. Upon the expiration or termination of this Lease, Tenant shall surrender the Premises to Landlord in vacant, clean condition, except for ordinary wear and tear and damage caused by fire or other casualty. All personal property, furnishings, machinery, trade fixtures, • equipment and improvements(trade or otherwise) existing at the Premises ("Tenant's Property") shall'be the property of Tenant. Upon the termination or expiration of the Term, Tenant may remove Tenant's Property from the Premises no later than the termination or expiration date. Any of Tenant's Property not removed from the Premises on the date the Lease terminates or expires shall be deemed abandoned and shall thereupon become the proPerty of Landlord. 9. INSURANCE. A. During the Term of this Lease, Tenant shall obtain and keep in full force and effect commercial general liability insurance, naming Landlord as an additional insured as its interest may appear from time to time, against liability arising out of Tenant's use, occupancy, or maintenance of the Premises. Such insurance shall provide coverage for and shall be in an amount of not less than One Million and 00/100 Dollars ($1,000,000.00)for injury to or death of one person in any one accident or occurrence and in an amount of not less than Two Million and {Lease/00617259.DOC I) 2 and operation of income-producing real estate; or (c) any excise taxes imposed upon Landlord based upon gross or net rentals or other income received by it. Commencing on the Commencement Date, for each calendar year of the Term (prorated for any calendar year falling partially within the Term), Tenant shall pay the Real Estate Taxes for the Property only directly to the taxing authority prior to delinquency,provided that the invoice or statement is received at least thirty (30) days prior to such date. Tenant shall pay Real Estate Taxes only as such taxes become clue and payable during the Term, prorated for the first and last years of the Term. Tenant shall not be responsible for any prior Real Estate Taxes affecting the Property. B. Tenant shall have the right to challenge, at its sole expense, the Real Estate Taxes, and Landlord agrees to provide whatever assistance Tenant may reasonably require. Upon request of Tenant, Landlord agrees to pay all Real Estate Taxes under protest or in such other manner as to preserve the right to challenge such taxes. 13. UTILITIES, WASTE REMOVAL. Tenant shall pay, directly to the utility providers, for all water, electricity and other utilities used by Tenant during the Term, all of which shall be measured through proper and sufficient meters. Tenant shall, at its sole cost and expense,promptly dispose of all garbage, ashes and waste arising from the conduct of its business. 14. SIGNAGE. Tenant shall be permitted to install signs upon, on or about the Premises, to the maximum extent permitted by law (subject to Tenant obtaining approval therefor from governmental authorities having jurisdiction). 15. DEFAULTS; REMEDIES. A. The occurrence of any one or more of the following events shall constitute a default and breach of this Lease by Tenant: (i) The failure by Tenant to make any payment of Fixed Rent or any other payment required to be made by Tenant hereunder, as and when due, where such failure shall continue for a period of ten (10) business days after Landlord notifies Tenant in writing of such failure; or (ii) The failure by Tenant to observe or perform any of the covenants, conditions, or provisions of this Lease to be observed or performed by Tenant, other than the payment of sums due hereunder, where such failure shall continue for a period of thirty (30) days after written notice thereof from Landlord to Tenant; provided, however, that if the nature of Tenant's default is such that more than thirty (30) days are reasonably required for its cure, then Tenant shall not be deemed to be in default if Tenant commences such cure within such thirty(30) day period and thereafter diligently pursues such cure to completion. B. In the event of any such uncured default, Landlord may, in accordance with procedures required by law, pursue one of the following remedies: (i) Landlord may terminate Tenant's right to possession of the Premises by any lawful means, in which case this Lease shall terminate and Tenant shall surrender possession of the Premises to Landlord within thirty (30) {Lease/00617259.DOC/) 4 • • days after written notice from Landlord to Tenant. In such event, Landlord shall be entitled to recover from Tenant all damages incurred by Landlord by reason of Tenant's default including, but not limited to, the cost of recovering possession of the Premises, expenses of reletting, including.necessary renovation and alteration of the Premises for uses similar to Tenant's uses, and the Fixed Rent as it becomes due hereunder. If Landlord relets the Premises, then any rent or other concessions given to the new tenant shall be prorated evenly throughout the entire term of the new lease; or (ii) Landlord may maintain Tenant's right to possession, in which case this Lease shall continue in effect whether or not Tenant shall have abandoned the Premises. In such event,Landlord shall be entitled to enforce all of Landlord's rights and remedies under this Lease including the right to recover the Fixed Rent as it becomes due hereunder. With respect to any remedy exercised by Landlord, Landlord shall have an affirmative obligation to obtain another tenant for the Premises at a fair market rental and to otherwise mitigate its damages. 16. SUBORDINATION AND ATTORNMENT, This Lease shall be subordinate to all existing and future mortgages and/or deeds of trust on the Premises, and Tenant agrees to subordinate this lease to any future mortgage of deed of trust and to attorn to Landlord's successor following any foreclosure, sale or transfer in lieu thereof. 17. ESTOPPEL CERTIFICATES. Landlord and Tenant shall upon not less than thirty (30) days prior written notice from the other, execute, acknowledge and deliver to the other or its designee(s), a statement in writing•(i)certifying that this Lease is unmodified and in full force and effect (or, if modified, stating the nature of such modification and certifying that this Lease, as so modified, is in full force and effect); (ii)stating the date to which the Fixed Rent and other charges are paid and the amount of any security deposit held by Landlord, if any; and'(iii)acknowledging that there are not,to the actual knowledge of the person executing such certificate,any uncured defaults on the part of Landlord or Tenant hereunder, or specifying such defaults, if any, which are claimed. Any such statement may be conclusively relied upon by any prospective purchaser or 'encumbrancer of the Premises or this Lease. 18. BROKER. Landlord and Tenant each represent to the other that they have not dealt, directly or indirectly, in connection with the leasing of the Premises, with any other broker or person entitled to claim a commission or leasing fees. Landlordand Tenant each shall indemnify and hold each other harmless from any loss, liability, damage, or expense (including, without limitation, reasonable attorneys' fees) arising from any claim for a commission or leasing fee arising out of this transaction made by any unidentified broker or other person with whom such party has dealt. 19. QUIET ENJOYMENT. (Lease100617z59.DOC I) 5 Without limiting any rights Tenant may have by statute or common law,Landlord covenants and agrees that, so long as this Lease is in full force and effect, Tenant shall lawfully and quietly hold, occupy and enjoy the Premises during the Term of this Lease without disturbance by Landlord or by any person having title paramount to Landlord's title or by any person claiming through or under Landlord. 20. NOTICES. Whenever a provision is made under this Lease for any demand, notice or declaration of any kind, or where it is deemed desirable or necessary by either party to give or serve any such notice,demand or declaration-to the other party, it shall be in writing and sent either by (a) United States mail, certified, return receipt requested, postage prepaid, or (b) by overnight courier service providing for written evidence of delivery, addressed at the addresses set forth on the first page of this Lease or at such address as either party may advise the other from time to time. Notices given hereunder shall be deemed to have been given on the date of delivery (or the first business day thereafter if delivered on a non-business day) by overnight courier or three (3)business days after the date of mailing. 21. MISCELLANEOUS. A. No waiver by Landlord or Tenant of any provision hereof shall be deemed a waiver of any other provision hereof or of any subsequent breach by Tenant or Landlord of the same or any other provision. A party's consent to or approval of any act shall not be deemed to render unnecessary obtaining such party's consent to or approval of any subsequent act. No waiver shall be effective unless it is in writing, executed on behalf of Landlord or Tenant by the person to whom notices are to be addressed. Whenever the right of approval or consent is given to a party pursuant to this Lease, that party shall not unreasonably withhold, condition or delay its consent unless this Lease expressly provides otherwise. B. In the event that either party shall be delayed or hindered in or prevented from the performance of any covenant, agreement, work, service, or other act required under this Lease to be performed by such party, and such delay or hindrance is due to causes entirely beyond its control such as riots, insurrections, martial law, civil commotion, war, fire, flood, earthquake, or other casualty or acts of God, the performance of such covenant, agreement, work, service, or other act shall be excused for the period of delay and the time period for performance shall be extended by the same number of days in the period of delay. C. The invalidity of any provision of this Lease, as determined by a court of competent jurisdiction,shall in no way affect the validity of any other provision hereof. (Lease/00617259.DOC I} 6 • D. Each of-Landlord and Tenant hereby represents and warrants that this Lease has been duly authorized,. executed and delivered by and on its behalf and constitutes such party's valid and binding agreement in accordance with the terms hereof. E. If either party brings an action or proceeding to enforce the terms hereof or declare rights hereunder, the prevailing party in any such'action,proceeding,trial or appeal,shall be entitled to its reasonable attorneys'fees to be paid by the losing party as fixed by the court. F. This Lease contains all agreements of the partiesas of the date hereof with respect'to any matter mentioned herein. No prior.agreement, correspondence or understanding pertaining to any such matter shall be effective to interpret or modify the terms hereof. This Lease may be modified only in writing, signed by the parties in interest, at the.time of the modification, Landlord specifically acknowledges that Tenant's employees at the Premises do not have authority to modify the Lease or to waive Tenant's rights hereunder. G. Except where otherwise expressly provided in this lease, no remedy or election hereunder shall be deemed exclusive, but shall, wherever possible, be cumulative with all other remedies at law or in equity. H. - The Lease shall be binding upon and benefit the parties, their• personal representatives, successors and assigns. The Lease shall be governed by the laws of the state where the Premises is located. IN WITNESS WHEREOF,the parties have executed this Lease as of the date first above written. LANDLORD: TENANT: PRINCIPI PROPERTIES,LLC, MILL CREEK PARTNERS,LLC a New York limited liability company a New York limited liability company ' b By: Name: .'Mg; d J.Principii ' a` Name:John Ingrilli Title: Member Title:Member • (Lease/00617259.DDC/) 7 • • • D. Each of Landlord and Tenant hereby represents and warrants that this Lease has been duly authorized, executed and delivered by and on its behalf and constitutes such party's valid and binding agreement in accordance with the terms hereof. E. If either party brings an action or proceeding to enforce the terms hereof or declare rights hereunder,the prevailing party in any such action,proceeding,trial or appeal, shall be entitled to its reasonable attorneys'fees to be paid by the losing party as fixed by the court. F. This Lease contains all agreements of the parties as of the date hereof with respect to any matter mentioned herein. No prior agreement, correspondence or understanding pertaining to any such matter shall be effective to interpret or modify the terms hereof., This Lease may be modified only in writing, signed by the parties in interest, at the time of the modification. Landlord specifically acknowledges that Tenant's employees at the Premises do not have authority to modify the Lease or to waive Tenant's rights hereunder. G. Except where otherwise expressly provided in this lease, no remedy or election hereunder shall be deemed exclusive, but shall, wherever possible, be cumulative with all other remedies at law or in equity. • H. The Lease shall be binding upon and benefit the parties, their personal representatives, successors and assigns. The Lease shall be governed by the laws of the state where the Premises is located. IN WITNESS WHEREOF, the parties have executed this Lease as of the date first above written. LANDLORD: TENANT: PRINCIPI PROPERTIES,LLC, MILL C.i; PLC a New York limited liability company a New Y•.Xi ;'mi li:;, i m •,'y B � - Y� By: , Name: . : John gr `--�-� . Title: Member tl=:Member • (Lease 100617259.DOCI} 7 Stl4f Southold Town Building Department „I �oG P.O.Box 1179 Permit#: 36485 a 54375 Main Road Southold,New York 11971 Permit Date: 6/17/2011 40 ,e09 (631) 765-1802 Expiration Date: 12/16/2012 Parcel ID: 56.-7-2 BUILDING PERMIT RENEWAL LETTER Dated: 12/18/2014 Applicant: 64300 MAIN RD. SOUTHOLD,LLC Location: 64300 MAIN RD GREENPORT,N.Y. 11944 Work Description: COMMERCIAL CONSTRUCTION OF A NEW RESTAURANT BUILDING WITH ATTIC STORAGE ONLY PER DEC, TRUSTEES, SCHD W/FLOOD PERMIT/COMPLIANCE AE(8) -REPLACES PERMIT#32599 A FEE OF $41.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: 64300 MAIN RD. SOUTHOLD, LLC Address: C/O SILVERSTONE PROPERTY GROUP 825 THIRD AVENUE FL. 37TH NEW YORK,NY 10022 The permit listed above has expired.No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. i ate Y 5 MAIN ROAD ( 14. M-E• / t '92 ,r 3.89°52'OO'E. 98.42' ?VP.'66-951 • • E • N i, • \1 ' p ! p a- • W I �; O O o alli • 0 s D4.6 , s 1E w - " 2 sly 1 -• Gt i sf K a� : 6/d V) - 6fiL�/e Piry T s ( N • p.s.ec b.,/tbCQ I:. ,„ :"I ti 17i yM� _ ... .... ._, . .. . ....71.4 , • `'I ` 73 ' \ inN N 3 In O -c , :• II BOAT 101 ' II 1 f 1\ .• , \ fix I. 1 ...Wee t BA-S-1 Al t c 3s ` • w 11 � --,A---;------------.=--_------7- --v-w.\\_,.„_ .r _ ._ ' , — - jt Aa I ES If! z f . .!.c • 1\\ •••• •••1c i II J Z ...../ t ,/ IA .\\\'''..1ft ....''.1.' ' . ( 41:,. 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( -1.:,!.../.„:,` " ��d=r { V �i't, ,K 5• e i�f5%ekrvr$ tt - TLe, -t' I�r0il!i R �.h t i , c t _ • rry 1t r r^ A .Y - t •t ^ ..a ,•y el._ + 'c- r•t" .,N tr , 4 Y s,� - y a ". - . 3 t >ma ro A r 39 (8 MILL CREEK RESTAURANT Building Code Requirements from the "Building Code of New York State" 2010 December 17, 2014 � c II Building FO) U lel Code [IA DEC 1 8 2014 Section: 302.1 OCCUPANCY CLASSIFICATION BLDG.DEPT. 303.1 Main occupancy: TOWN OF SOUTHOLD A-2 Assembly, intended for food and drink consumption S-2 Low-hazard Storage B Business 503 GENERAL HEIGHT AND AREA LIMITATIONS 503.1 General. The height and area for buildings of different construction types shall be governed by the intended use of the building and shall not exceed the limits in Table 503 except as modified hereafter. Each part of a building included within the exterior walls or the exterior walls and fire walls where provided shall be permitted to be a separate building. Table 503, group A-2, type 5A construction, Allowable Height: 2 Stories Allowable Area per story: 11,500 sf group A-2, type 5B construction, Allowable Height: 1 Stories (See Section 504.2) Allowable Area per story: 6,000 sf group S-2, type 5A construction, Allowable Height: 4 Stories Allowable Area per story: 21,000 sf group S-2, type 5B construction, Allowable Height: 2 Stories Allowable Area per story: 13,500 sf group B, type 5A construction Allowable Height: 3 Stories Allowable Area per story: 18,000 sf group B, type 5B construction Allowable Height: 2 Stories Allowable Area per story: 9,000 sf Most restrictive: Group A-2 Type 5B construction z 504.2 Automatic sprinkler system increase. Where a building is equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, the value specified in Table 503 for maximum height is increased by 20 feet (6096 mm) and the maximum number of stories is increased by one. These increases are permitted in addition to the area increase in accordance with Sections 506.2 and 506.3. For Group R buildings equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.2, the value specified in Table 503 for maximum height is Increased by 20 feet (6096 mm) and the maximum number of stories is increased by one, but shall not exceed 60 feet (18 288 mm) or four stories, respectively. 508 MIXED USE AND OCCUPANCY 508.1 General. Where a building or portion thereof contains two or more occupancies or uses, the building or portion thereof shall comply with the applicable provisions of this section. 508.3.2 Nonseparated occupancies. Buildings or portions of buildings that comply with the provisions of this section shall qualify as nonseparated occupancies. 508.3.2.1 Occupancy classification. Nonseparated occupancies shall be individually classified in accordance with Section 302.1. Code requirements shall apply to each portion of the building based on the occupancy classification of that space except that the most restrictive applicable provisions of Section 403 and Chapter 9 shall apply to the entire building or portion thereof. 508.3.2.2 Allowable area and height. The allowable area and height of the building or portion thereof shall be based on the most restrictive allowances for the occupancy groups under consideration for the type of construction of the building in accordance with Section 503.1. 508.3.2.3 Separation. No separation is required between occupancies. 602.5 TYPES OF CONSTRUCTION Type 5, Type V construction is that type of construction in which the structural elements, exterior walls and interior walls are of any materials permitted by this code. Table 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) BUILDING ELEMENT TYPE 5A TYPE 5B Structural frame: 1 hour 0 hour Exterior Bearing walls L 1 hour 0 hour Interior Bearing walls 1 hour 0 hour Nonbearing walls and partitions Interior 0 hour 0 hour Floor construction Including supporting beams and joists 1 hour 0 hour Roof construction Including supporting beams and joists 1 hour 0 hour , Y 903 AUTOMATIC SPRINKLER SYSTEMS 903.2.1. Group A. An automatic sprinkler system shall be provided throughout buildings and portions thereof used as Group A occupancies as provided in this section. For Group A-1, A-2, A-3 and A-4 occupancies, the automatic sprinkler system shall be provided throughout the floor area where the Group A-1, A-2, A-3 orA-4 occupancy is located, and in all floors between the Group A occupancy and t he level of exit discharge. For Group A-5 occupancies, the automatic sprinkler system shall be provided in the spaces indicated in Section 903.2.1.5. 903.2.1.2 Group A-2.An automatic sprinkler system shall be provided for Group A-2 occupancies where one of the following conditions exists: 1. The fire area exceeds 5,000 square feet (465 m2); 2. The fire area has an occupant load of 100 or more; or 3. The fire area is located on a floor other than the level of exit discharge. 1004.1 DESIGN OCCUPANT LOAD Assembly unconcentrated (tables and chairs): 15 sf/ occupant, net Storage areas: 300 sf/ occupant Kitchen commercial: 200 sf/ occupant Business areas: 100 sf/occupant, gross Basement: Kitchen commercial: 705 sf @ 200 sf/occupant = 3.5 Multi-Use Space: 696 sf @15 sf/occupant = 64.6 Business areas:: 153 sf @ 100 sf/occupant = 1.53 First Floor: Main Dining Room/Lobby/Entry: 3175 sf @ 15 sf/occupant = 212 Kitchen commercial: 956 sf @ 200 sf/occupant = 4.8 Second Floor: Dining Room/Bar: 2269 sf @ 15 sf/ occupant = 151.3 Kitchen commercial: 181 sf @ 200 sf/occupant = .9 Outdoor Deck: 1747 sf @ 15 sf/occupant = 116.4 1004.8 Outdoor areas. Yards, patios, courts and similar outdoor areas accessible to and usable by the building occupants shall be provided with means of egress as required by this chapter. The occupant load of such outdoor areas shall be assigned by the building official in accordance with the anticipated use. Where outdoor areas are to be used by persons in addition to the occupants of the building, and the path of egress travel from the outdoor areas passes through the building, means of egress requirements for the building shall be based on the sum of the occupant loads of the building plus the outdoor areas. Note: The outdoor areas are to be used only by the persons which are occupants of the building. 1005.1 Minimum required egress width The means of egress width shall not be less than required by this section. The total width of means of egress in inches shall not be less than the total occupant load served by the means of egress multiplied by the factors in Table 1005.1 and no less than specified elsewhere in this code Table 1005.1 — Egress Width With Sprinkler system: Stairways (inches per occupant): .2 Basement: 69.63 or 70 occupants: 70 x .2 = 14" min. 3 Means of Egress provided with total inches = 142" First Floor: 216.8 or 217 occupants: 217 x .2 = 57.4 min. 2 Main Exits (144") + 3 additional exits (108") = 252" Second Floor: 152.2 occupants: 152 x .2" = 30.44"min. 2 Means of Egress provide with total inches = 104" • Total width required: 87.98" Total provided: 498" 1007 ACCESSIBLE MEANS OF EGRESS 1007.1 Accessible means of egress required.Accessible means of egress shall comply with this section. Accessible spaces shall be provided with not less than one accessible means of egress. Where more than one means of egress is required by Section 1015.1 or 1019.1 from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of - egress. 1007.2 Continuity and components. Each required accessible means of egress shall be continuous to a public way and shall consist of one or more of the following components: 1.Accessible routes complying with Section 1104. 2. Stairways within vertical exit enclosures complying with Sections 1007.3 and 1020. 3. Exterior exit stairways complying with Sections 1007.3 and 1023 4. Elevators complying with Section 1007.4. 5. Platform lifts complying with Section 1007.5. 6. Horizontal exits complying with Section 1021. 7. Ramps complying with Section 1010. 8.Areas of refuge complying with Section 1007.6. 1007.2.1 Elevators required. In buildings where a required accessible floor is four or more stories above or below a level of exit discharge, at least one required accessible means of egress shall be an elevator complying with Section 1007.4. Note: One elevator provided which is accessible to each floor 1014 EXIT ACCESS 1014.1 General. The exit access arrangement shall comply with Sections 1014 through 1017 and the applicable provisions of Sections 1003 through 1013. 1014.3 Common path of egress travel. In occupancies other than Groups H-1, H-2 and H-3, the common path of egress travel shall not exceed 75 feet (22 860 mm). In Group H-1, H-2 and H-3 occupancies, the common path of egress travel shall not exceed 25 feet (7620 mm). For common path of egress travel in Group A occupancies having fixed seating, see Section 1025.8. Definition: Common Path of Egress Travel: That portion of exit access which the occupants are required to traverse before two separate and distinct paths of egress travel to two exits are available. Paths that merge are common paths of travel. Common paths of egress travel shall be included within the permitted travel distance. Note: The common path of egress path, as defined, is less than 75' at all floors 1015 EXIT AND EXIT ACCESS DOORWAYS 1015.1 Exit or exit access doorways required. Two exits or exit access doorways from any space shall be provided where one of the following conditions exists: 1. The occupant load of the space exceeds the values in Table 1015.1. 2. The common path of egress travel exceeds the limitations of Section 1014.3. TABLE 1015.1 SPACES WITH ONE MEANS OF EGRESS OCCUPANCY MAXIMUM OCCUPANT LOAD A, B, E, F, M, U 49 Note: Two means of egress, minimum, is provided on each floor 1016 EXIT ACCESS TRAVEL DISTANCE 1016.1 Travel distance limitations. Exits shall be so located on each story such that the maximum length of exit access travel, measured from the most remote point within a story to the entrance to an exit along the natural and unobstructed path of egress travel, shall not exceed the distances given in Table 1016.1. Where the path of exit access includes unenclosed stairways or ramps within the exit access or includes unenclosed exit ramps or stairways as permitted in Section 1020.1, the distance of travel on such means of egress components shall also be included in the travel distance measurement. The measurement along stairways shall be made on a plane parallel and tangent to the stair tread nosings in the center of the stairway. TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCE OCCUPANCY WITH SPRINKLER SYSTEM (feet) A, E, F-1, 1-1, M, R, S-1 250 Note: Exit access travel distance is less that 250' throughout the building 1018 EXITS 1018.1 General. Exits shall comply with Sections 1018 through 1023 and the applicable requirements of Sections 1003 through 1013. An exit shall not be used for any purpose that interferes with its function as a means of egress. Once a given level of exit protection is achieved, such level of protection shall not be reduced until arrival at the exit discharge. 1018.2.2 Arrangement. Exterior exit doors shall lead directly to the exit discharge or the public way. 1019 NUMBER OF EXITS AND CONTINUITY 1019.1 Minimum number of exits.All rooms and spaces within each story shall be provided with and have access to the minimum number of approved independent exits required by Table 1019.1 based on the occupant load of the story, except as modified in Section 1015.1 or 1019.2. For the purposes of this chapter, occupied roofs shall be provided with exits as required for stories. The required number of exits from any story, basement or individual space shall be maintained until arrival at grade or the public way. TABLE 1019.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD OCCUPANT LOAD MINIMUM NUMBER OF EXITS (per story) 1 - 500 2 1020 VERTICAL EXIT ENCLOSURES 1020.1 Enclosures required. Interior exit stairways and interior exit ramps shall be enclosed with fire barriers constructed in accordance with Section 706 or horizontal assemblies constructed in accordance with Section 711, or both. Exit enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more and not less than 1 hour where connecting less than four stories. The number of stories connected by the exit enclosure shall include any basements but not any mezzanines. An exit enclosure shall not be used for any purpose other than means of egress. Exceptions: 9. In other than Group H and I occupancies, interior egress stairways serving only the first and second stories of a building equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 are not required to be enclosed, provided at least two means of egress are provided from both floors served by the unenclosed stairways. Such interconnected stories shall not be open to other stories. Unenclosed exit stairways shall be remotely located as required in Section 1015.2. 1025 ASSEMBLY 1025.1 General. Occupancies in Group A which contain seats, tables, displays, equipment or other material shall comply with this section. 1025.2 Assembly main exit. Group A occupancies that have an occupant load of greater than 300 shall be provided with a main exit. The main exit shall be of sufficient width to accommodate not less than one-half of the occupant load, but such width shall not be less than the total required width of all means of egress leading to the exit. Where the building is classified as a Group A occupancy, the main exit shall front on at least one street or an unoccupied space of not less than 10 feet (3048 mm) in width that adjoins a street or public way. 1025.7 Travel distance. Exits and aisles shall be so located that the travel distance to an exit door shall not be greater than 200 feet (60 960 mm) measured along the line of travel in nonsprinklered buildings. Travel distance shall not be more than 250 feet (76 200 mm) in sprinklered buildings. Where aisles are provided for seating, the distance shall be measured along the aisles and aisle accessway without travel over or on the seats. 1101 ACCESSIBILITY 1101.1 Scope. The provisions of this chapter shall control the design and construction of facilities for accessibility to physically disabled persons. 1101.2 Design. Buildings and facilities shall be designed and constructed to be accessible in accordance with this code and ICC A117.1. 1103.1 Where required. Sites, buildings, structures, facilities, elements and spaces, temporary or permanent, shall be accessible to persons with physical disabilities. 1103.2 General exceptions. Sites, buildings, structures, facilities, elements and spaces shall be exempt from this chapter to the extent specified in this section. 1103.2.15 Walk-in coolers and freezers. Walk-in coolers and freezers intended for employee use only are not required to be accessible. 1104 ACCESSIBLE ROUTE 1104.4 Multilevel buildings and facilities.At least one accessible route shall connect each accessible level, including mezzanines, in multilevel buildings and facilities. Exceptions: 1. An accessible route is not required to stories and mezzanines above and below accessible levels that have an aggregate area of not more than 3,000 square feet (278.7 m2). 2. In Group A, I, R and S occupancies, levels that do not contain accessible elements or other spaces required by Section'1107 or 1108 are not required to be served by an accessible route from an • accessible level. 1104.5 Location.Accessible routes shall coincide with or be located in the same area as a general circulation path. Where the circulation path is interior, the accessible route shall also be interior. Where only one accessible route is provided, the accessible route shall notpass through kitchens, storage rooms, restrooms, closets or similar spaces. 1105.1 Public entrances. In addition to accessible entrances required by Sections 1105.1.1 through 1105.1.6, at least 60 percent of all public entrances shall be accessible. Exceptions: 1. An accessible entrance is not required to areas not required to be accessible. 2. Loading and service entrances that are not the only entrance to a tenant space. 1106 PARKING AND PASSENGER LOADING FACILITIES 1106.1 Required. Where parking is provided, accessible parking spaces shall be provided in compliance with Table 1106.1, except as required by Sections 1106.2 through 1106.4. Where more than one parking facility is provided on a site, the number of parking spaces required to be accessible shall be calculated separately for each parking facility. TABLE 1106.1 ACCESSIBLE PARKING SPACES Total parking Required minimum number spaces provided: of accessible spaces 101to150 5 Total Spaces provided: 100 —w/ 5 accesible spaces 1106.6 Location.Accessible parking spaces shall be located on the shortest accessible route of travel from adjacent parking to an accessible building entrance. In parking facilities that do not serve a particular building, accessible parking spaces shall be located on the shortest route to an accessible pedestrian entrance to the parking facility. Where buildings have multiple accessible entrances with adjacent parking, accessible parking spaces shall be dispersed and located near the accessible entrances. 2902 MINIMUM PLUMBING FACILITIES 2902.1 Minimum number of fixtures. Plumbing fixtures shall be provided for the type of occupancy and in the minimum number shown in Table 2902.1 Types of occupancies not shown in Table 2902.1 shall be considered individually by the building official. The number of occupants shall be determined by this code. Occupancy classification shall be determined in accordance with Chapter 3. TABLE 2902.1 Minimum number of required plumbing fixtures Water closets male: 1 per 75 Water closets female: 1 per 75 Lavatories male: 1 per 200 Lavatories female: 1 per 200 Drinking fountains: 1 per 500 Service sink: 1 The occupant load for seasonal outdoor seating and entertainment areas shall be included when determining the minimum number of facilities required. Total required: Water closets male: 180 occupants @ 75 = 2.4 Water closets female: 180 occupants @ 75 = 2.4 Lavatories male: 180 occupants @ 200 =0.9 Lavatories female: 180 occupants @ 200 =0.9 Drinking fountains: 1 per 500 Total provided: Water closets male: 8 water closets and urinals Water closets female: 7 water closets Lavatories male: 5 lavatories Lavatories female: 7 lavatories Drinking fountains: 1 2902.2 Separate facilities. Where plumbing fixtures are required, separate facilities shall be provided for each sex. ..4* f --„, 31,61 . , , ., ELEVATOR SUBMITTAL PACKAGE INFORMATION AND INSTRUCTION JOB INFORMATION (For Information Only) ' JOB INFORMATION CONTACT INFORMATION Company: Sales Representative: MARIO CARDACI Phone: Fax: Construction Superintendent:STEVE DENISON Attention: - Project Manager: Elevator(s): Date Submitted- . ubmitted: -- — MUST READ SEPTEMBER 30, 2014 ALL DEPICTIONS,DIMENSIONS,MEASUREMENTS AND ALL OTHER INFORMATION CONTAINED IN THESE DRAWINGS ARE FOR ILLUSTRATION PURPOSES ONLY AND MUST BE VERIFIED IN THE FIELD BY GENERAL CONTRACTOR.IN NO For Project. EVENT WILL THYSSENKRUPP ELEVATOR BE LIABLE FOR ANY INCIDENTAL,CONSEQUENTIAL,OR INDIRECT DAMAGES(INCLUDING BUT NOT LIMITED TO, DAMAGES FOR LOSS OF PROFITS,DELAY,BUSINESS INTERRUPTION,)ARISING OUT OF THE USE OF THESE DRAWINGS,THE INABILITY TO USE THESE DRAWINGS(INCLUDING ANY INFORMATION CONTAINED THEREIN),OR ANY TRANSACTIONS RELATED TO THE USE OF THESE DRAWINGS.BECAUSE SOME STATES MILL CREEK INN DO NOT ALLOW THE EXCLUSION OR LIMITATION OF LIABILITYFOR CONSEQUENTIAL OR INCIDENTAL DAMAGES,THE ABOVE LIMITATION MAY NOT APPLY TO YOU.,IN SUCH STATES,THYSSENKRUPP ELEVATOR'S LIABILITY IS LIMITED TO THE GREATEST EXTENT PERMITTED BY LAW. TKE Job Number- , PACKAGE uIl''1berPACKAGE INFORMATION 53-851 -01A Description: Type: , ,l ' ' ' Elevator(s): Information and Instruction/Approval Confirmation F. I Pi A I_ Main Elevator Layout F t NAL P1 (SIMPLEX) Entrance Detail Drawing F I t'1 AL Located At: Remarks o The enclosed submittals are in compilance with conditions of ThyssenKrupp Elevator's Subcontract for supplying and installing material and/or systems for the project reference above. 64300 MAIN ROAD . o This Elevator Installation is an integral design. Due to this nature, no equipment can be released to fabrication without all appropiate approval and confirmations. CUTCHOGLJE, NY 11232 o"Approvals"must contain inclusive confirmations as stated in the section titled"Remittance Instructions". o Failure to provide and approve this information in a timely manner may result in a delay of elevator fabrication and delivery to job site. _ Company (Mail To). REMITTANCE INSTRUCTIONS _ ` Please remit at least 2 copies of all confirmation and approvals to: Office Location: ThyssenKrupp Elevator Attn: MARIO CARDACI , �+ 59 OTIS STREET,WEST BABYLON,NY 11704 G l' Phone: 631-491-3111 866-848-2979 , ThyssenKrupp will not release any elevator materials for fabrication without the following information, in addition to a fully executed subcontract agreement. Attention. o Please review the elevator layouts and details drawings closely. Check ALL hoistway dimensions, elevator travel(Floor to Floor heights), pit depth, clear over-head, machine room dimensions and entrance wall ° thickness. Mark-up the drawings accordingly, and remit with neccesay approval(i.e.:approval or approved as noted)to the Local ThyssenKrupp Office shown above. . o Enclosed drawings are for approval purposes only and not to be used for construction. • o Please confirm finishes and indicate your color selections on the Approval Selection Section on this page. . o Please confirm entrance wall thickness and type on the Approval Selection Section on this page. o Please confirm the Main Landing for Firefighters' Recall Service(Phase-1 Recall)on Approval Selection Section. o Please confirm or correct the building power shown in the"Power Confirmation"section of the Approval Selection Section. o Completed and signed Material Release Form.This form is provided by the Local ThyssenKrupp Elevator Representative. , Any/ALL previously quoted manufacturing lead times for material delivery,shall begin the date of receipt by ThyssenKrupp of ALL approvals,confirmations,and a fully executed subcontact agreement. The Installation start date cannot be any earlier than the delivery of the material to the site and the completion of all items shown on the Pre-Installation Checklist sent to you in this submittal package. DRAWN REV JOB NUMBER DATE SHEET ThyssenKrupp F// ThyssenKrupp Elevator Americas MC A 53-851-01A 9130/2014 1 OF 1 DATA AND GENERML .]®TES OILDRAULIC ELEVATOR CONTRACT DATA I HOISTWAY PLAN SHEET NOTES BY OTHERS TYPE: ENDURA 25 II A ELEVATOR: P1 1 8"WIDE x 8"WIDE HIGH ELECTRICAL,RACEWAY,8"x 8"PIPE SLEEVE, LOCATION DETERMINED BY RELATIONSHIP TO THE MACHINE ROOM THE FOLLOWING CONDITIONS MUST BE MET BEFORE INSTALLATION IS COMPLETED,AND ARE NOT INCLUDED IN THE ELEVATOR CONTRACT SPEED: 110 F.P.M.UP 135 F.P.M.DOWN CAPACITY: 2,500 A MEANS TO AUTOMATICALLY DISCONNECT THE MAIN UNE POWER SUPPLY TO THE ELEVATOR PRIOR TO THE APPLICATION OF WATER IN THE ELEVATOR 2 MACHINE ROOM OR HOISTWAY WILL BE FURNISHED BY THE ELECTRICAL CONTRACTOR THIS MEANS SHALL NOT BE SELF RESETTING 1. A PLUMB,PROPERLY VENTILATED HOISTWAY(ACCORDING TO CODE CAR ENCLOSURE: TKAP DOOR HAND: RIGHT FRONT, LEFT REAR AND SIZES SHOWN) 2. ADEQUATE SUPPORT FOR JACK,GUIDE RAIL BRACKETS,AND BUFFERS FINISHED FLOOR: BY OTHERS PLATFORM THICKNESS: 3 3/8 (FOR REACTIONS SHOWN) CAR WEIGHT: 2,800 TELEPHONE. BY ELEVATOR COMPANY MACHINE ROOM SHEET NOTES 3. HOISTWAY BARRICADES AND ALL CU I I ING AND PATCHING TO INSTALL HOISTWAY ENTRANCES,SILLS,HALL FIXTURES,OIL,AND ELECTRIC A MINIMUM OF 3'-6"(OR 4'-0"WHEN FACING EACH OTHER)REQUIRED ON ALL LINES. PIT LADDER: BY OTHERS POWER UNIT: EP-95,25 HP 3 FRONTS OF ELECTRICAL PANELS 4. PIT LIGHTS AND SWITCH,CONVENIENCE OUTLETS WITH GFCI DISCONNECT SWITCH,CAR LIGHT,ALARM PI AR OPERATION: TAC32 POWER SUPPLY: 208 V 3 PHASE 60 CYCLES 4 SWITCH,AND/OR PHONE CIRCUIT AND UNCCTION BOXIRCUIT DISCONNECT, NOTE:MUSTPROTECTION PER NEC,OF LADDER PERO (ACCORDING TO CODE) NOTE: BE CLEAR OF ALL ELEVATOR EQUIPMENT. 5. DEDICATED 120 VOLT,15 AMP SERVICE,ALONG WITH TELEPHONE STARTING: SOLID STATE STARTING JACK MODEL: 2.5T TWIN/TELE 5 TELEPHONE JUNCTION,CONDUIT AND WIRING TO CONTROLLER BY OTHERS CIRCUIT WHEN REQUIRED TO TERMINALS OF EACH REQUIRED CONTROLLER(AS LOCATED ON PLAN VIEW)FOR THE FOLLOWING GLOPU: 5,876 GLOJ: 5,300 2"OIL LINE FROM TANK TO 2'6 SHUTOFF VALVE 2"SCH 40 BLK -CAR LIGHT AND ALARM CIRCUIT WITH GFCI PROTECTION PER NEC PLUNGER SECTION O.D. PIPE ASTM A-53,TYPE E OR S,GRADE B OR EQUIVALENT TO JACK -GROUP CONTROL WHEN REQUIRED PLUNGER WALL THICKNESS(LOWER) 1/4" (LOWER) 3 3/4" NOTE:IF STANDBY POWER IS SUPPLIED TO ELEVATOR,CAR LIGHT AND ALARM CIRCUIT AND GROUP CONTROL SERVICE MUST BE PLUNGER WALL THICKNESS(UPPER) 3/8" PLUNGER SECTION O.D.(UPPER) 2 1/2" SECTION SHEET NOTES STANDBY POWER BACKED 6. AN ENCLOSED MACHINE AREA(ACCORDING TO CODE),WITH CYLINDER O.D.: 5" CYLINDER WALL THICKNESS: 1/4" Q SAFETY BEAM REQUIRED PER OSHA 1926 502 PROVIDED AND INSTALLED BY ADEQUATE LIGHT,HEAT AND VENTILATION(MIN.50°F., 8 OTHERS,AS DIRECTED BY THYSSENKRUPP FIELD OFFICE DESIGN LOAD=5000 LBS (STATIC,NOT IMPACT) MAX.90°F WITH NON-CONDENSING HUMIDITY OF 10-90%)AND PLUNGER WEIGHT: 576.00 LBS NET AREA: 15.904 SQ.IN. g VENTILATE HOISTWAY AS REQUIRED PER LOCAL BUILDING CODE SEALED CONCRETE FLOOR SLAB SURFACE. NOTE:MUST PROVIDE ADEQUATE DOOR SIZE TO ALLOW BOTTOM CAR RUNBY: 6" CAR BUFFER STROKE: 2 1/2" INSTALLATION OF EQUIPMENT,OR LEAVE WALL OUT UNTIL EQUIPMENT IS IN PLACE. BETWEEN PIT FLOOR&CAR BOLSTER ON . 7. ENTRANCE WALL WITH LINTELS MUST BE PROVIDED AFTER ENTRANCE COMPRESSED BUFFER: 2'4 1/8" FRAMES ARE SET OR LEAVE A ROUGH OPENING 15"WIDER AND 15" BUFFER REACTION(TYP.AT EACH BUFFER) 14,600 LBS SPRING#: 75902 FORMED GUIDE RAIL INSTALLATION HIGHER THAN THE FRAME OPENING.SEE INSTALLATION PROCEDURES FOR FRAME-TO-WALL INTERFACE DETAILS TO ENSURE CONFORMANCE EST.WORKING PRESS: 406 PSI SPRING CAP: 10,223 LBS WITH THE LABELED ENTRANCE INTERFACE CONSTRUCTION. 8. POCKETS IN CORRIDOR WALL FOR HALL FIXTURES. CAR FRAME NOTE.MUST BE LOCATED AS DIRECTED BY ELEVATOR CONTRACTOR 9. SMOKE SENSORS(AS REQUIRED) FORMED STILE S= 1.38 I=2.17 R= 1.009 T=lOGA 10.CONDUIT AND WIRING FROM HOISTWAY TO ELEVATOR MONITORING FORMED CROSSHEAD S=3.27 I=9.82 A= 1.85 7GA X 6"X 2 1/2" TO OF TARGET PANELS(FOR SECURITY,LIFE SAFETY,OR FIRE REQUIREMENTS) PIPE SLEEVES,TRENCHING,AND BACK FILLING FOR OIL AND/OR HOLES=7'-6 5/8" FORMED BOLSTER S=5.429 I= 21.71 A=2.26 7GA X 8"X 2 3/4" a 9 TARGET HOLE �c��� A Fy`I1 g' LINES AS SHOWN OR LOCATED BY ELEVATOR CONTRACTOR. RAIL FORCES Fl F2 SEISMIC RAIL FORCES ZONE 2 j !'��, i - f� `1�oR MEF SME A17.1 2007 CODE. 0 t.A1 111 olr,-.3,,,tilo slat 405 LBS 259 LBS Fl=709 LBS F2=354 LBS o r"I?`` '' 1 112 EDGE OF PLATFORM ' f ice'`" OMEGA RAIL 1 13116" 7 ff O0.0 { �— FACE OF RAIL - .S CAR STATION FEATURES: SIGNA 4 FIXTURES,SIGNA 4-BLACK W/BLUE HALO BUTTONS,TELEPHONE,POSITION Iqr`Q■1*v‘\ INDICATOR FLOOR MARKINGS: 1,2,2R,3 r STRIKE REVISION HISTORY CAR RIDING LOCATION: REV DESCRIPTION DATE DESIGNER A 9/30/2014 MC THIS DRAWING AND ALL INFORMATION THEREON IS THE PROPRIETARY PROPERTY OF FOR MILL CREEK INNDRAWN REV JOB NUMBER DATE SHEET THYSSENKRUPP ELEVATOR AND MUST NOT BE MADE PUBLIC OR COPIED.THIS DRAWING ThyssenKrupp (E) ThyssenKrupp IS LOANED SUBJECT TO RETURN ON DEMAND AND IS NOT TO BE USED DIRECTLY OR ADDRESS 64300 MAIN ROAD Elevator Americas MC A 53-851-01A 9130/2014 aOF9 INDIRECTLY, IN ANY MANNER DETRIMENTAL TO THE INTEREST OF THYSSENKRUPP ELEVATOR. CITY CUTCHOGUE,NY 11232 HOISTWAY WIDTH 4'-2" ('p 4'-2" .. 7'-1o�iF B BACK TO BACK OF GUIDE RAILS 7'-3I BETWEEN GUIDE RAILS L 11/2" I 11/2" I _ 8,. it. 7'-O" 8R PLATFORM WIDTH .. 6'-R" MIN.CLEAR INSIDE 3'-3 1/2" 4'-9" I I 31/2" ROUGH OPNG. ., 3'-11" 3'-6" 11" 1- A _ CLEAR OPNG. IIS H u .o > 1 •I - )1 a REAR . C :...' _ 1 m J�, �� =• --: .„141:214t-dnieesi.!--4--:----- ------ — - 7.1 t , : \ p_ •o, I 33 30'INSERTSTRCHANELD TO STEEL L I d .. F 023 7 51 ��` (INSERT)PROVIDED TKE,INSTALLED 4 S" 1� ALL FLOORS ABOVE PIT AND IN OVERHEAD , i \ � ��� TYPICAL BRACKET MOUNTING �— - D ETAI LS: A TTP FRONT SUN CAR STATION J . Iii er HOISTWAY PLAN I '1 III I CAB INSIDE:28.6 SQ.FT. I . , I1I 4- A 'I-S I ❑GENERAL NOTES �f 41/2" 0 JOB SPECIFIC NOTES FACE OF RAIL 3'-11" 3'-6" 11" CLEAR OPNG. 3'-3 1/2" 4'-9" 11 3 1/2" NOTE A OILSTRAIN PIPE LINES AND FITTINGS SHALL BE PROPERLY SUPPORTED TO RELIEVE ROUGH OPNG. NOTE B:ALL REACTIONS INCLUDE ALLOWANCE FOR IMPACT. NOTE C THYSSENKRUPP ELEVATOR TO BE NOTIFIED OF ANY CHANGE TO ELEVATOR HOISTWAY OR MACHINE ROOM DESIGN. NOTE D•ELEVATOR DESIGN&FABRICATION BASED ON ESTIMATED CAB WEIGHT SHOWN.LAYOUT APPROVAL WILL BE CONSTRUED AS FINAL CAB WEIGHT, UNLESS OTHERWISE NOTIFIED. THIS DRAWING AND ALL INFORMATION THEREON IS THE PROPRIETARY PROPERTY OF FOR: MILL CREEK INN DRAWN REV JOB NUMBER DATE SHEET THYSSENKRUPP ELEVATOR AND MUST NOT BE MADE PUBLIC OR COPIED.THIS DRAWING ThyssenKrupp ,:, ThyssenKrupp IS LOANED SUBJECT TO RETURN ON DEMAND AND IS NOT TO BE USED DIRECTLY OR ADDRESS.64300 MAIN ROAD Elevator Americas MC A 53-851-01A 9130/20143 OF 9 INDIRECTLY,IN ANY MANNER DETRIMENTAL TO THE INTEREST OF THYSSENKRUPP ELEVATOR. CITY: CUTCHOGUE,NY 11232 • PIT LADDER TO BE PROVIDED I _ I HOISTWAY WIDTH 1 [ '1 7 1 H. . o 1 04 1111 Lu U1 lb] r Co L J v - cm BUFFER ^ _ - QJ co �-- � SUMP '' e� ` v At r-----____._ _. ----,, , 0.,-...-,,,,,,,,,46,., 44...--- , _. , .„.AA:11"A, -2‘i); ,...----,_- P2 . 0 / Y s N SECTION P-P C) m D II .°I x m 2 O A f•:; I 1 2 PIT PLAN AT PIT LEVEL ❑GENERAL NOTES TYPICAL BRACKET MOUNTING O JOB SPECIFIC NOTES DETAIL: A THIS DRAWING AND ALL INFORMATION THEREON IS THE PROPRIETARY PROPERTY OF FOR: MILL CREEK INN DRAWN REV JOB NUMBER DATE SHEET THYSSENKRUPP ELEVATOR AND MUST NOT BE MADE PUBLIC OR COPIED.THIS DRAWING ThyssenKrupp t-, ThyssenKrupp IS LOANED SUBJECT TO RETURN ON DEMAND AND IS NOT TO BE USED DIRECTLY OR ADDRESS 64300 MAIN ROAD Elevator Americas MC A 53-857-07A 9130/2014 y OF 9 INDIRECTLY,IN ANY MANNER DETRIMENTAL TO THE INTEREST OF THYSSENKRUPP ELEVATOR. CITY: CUTCHOGUE,NY 11232 e z(75_= STOP SCHEME r0 cn(-0 FRONT DESIGNATION REAR DESIGNATION N_ ELEVATOR SAFETY BEAM LOCATED AT 4'-4 3/8"OFF n Z m 0 3- -_ - N/A M THE FRONT WALL TOP OF HOISTBEAM MUST BE r-oA* _ _ 2 2R �/�/ LOCATED A MINIMUM OF 2"FROM THE CEILING {cn70 2 1 N/A - 2W�0 Dc_-oD .<m01-o <D z0�� ., , mmz� MCD ozzz 3 z 7j — 1 mo-1z EFJ ® W T DDZ M 0m \'m . rz �� 3tn0 comm za HzEz m m-a0) cnm-1 mOC X-1Wv M-I I - cn000 n r • i 71 Om�m p --- 2IyTI�p,IDj m • - C Z O— cn ~ 11 ccn0o-o m a C–I zm-1• 0 a �o m-iccnm ° ti m a 7" 00 C r 23 ° .. a O u, „00 vp0� 0 ZV xi y OCDnoo �° ° m D o O r- 71 n00 0 • • 0 M I V cn c�0 -11 ? I. o2 0o (-) �» 0> m mZ - z0• z -<D N W N gamma = t1 m m-I z RI ‹ --I , IA 00 5 0 < D. m 3'c aro CAR RAIL BRACKETS AND INSERT LOCATIONS REQ,AT: I. Cr— d LOCATION DESCRIPTION ' VI 15'-9" MAX UNSUPPORTED RAIL BRACKET SPACING —1 C ABOVE TOP FLOOR BELOW 1-3 ,� (0' I--� 3 In In N (D m X z C FLOOR TO FLOOR TRAVEL i, FLOOR TO FLOOR TRAVEL 0 2-3 11'-6" E 1-2 9'-0" n z NET TRAVEL 20'-6" Im TOP OVER TRAVEL 9" a m BOTTOM OVER TRAVEL 8 1/2" < TOTAL TRAVEL 21'-11 1/2" III a . _ . 2 = t m L r • w W I 00 Z en J C O 3 a• W 6,fil CO 2 VI M " ,' .. .';';,..;,.40e''',,,,',' 'c nu- CYLINDER LENGTH=12'-5 7/8" -• 0 Z.:3 0 �"� UPPER PLUNGER LENGTH=13'-7 5/8" 'i� 4,' o.▪ m m LOWER PLUNGER LENGTH=12'-5 7/16 BJP'— A Z y R=6188 LBS ]ACK REACTION -- - y 0 X (SEE PIT SHEET FOR LOCATION) - N, * y� POWER UNIT AND CONTROLLER INFORMATION Designation Power Unit Width x Depth Tank Height Oil Line Height Oil Line Size Tank Weight w/Oil Controller Height IF BATTERY OPERATION LOWERING IS PROVIDED,A MECHANICAL AUXILIARY 131 3'-3 3/4"X T-10" 3'-8 1/8" 3'-1 7/8" Y' 2.250 4'-5" CONTACT SHALL BE INSTALLED ON THE DISCONNECT SWITCH FOR EAH CAR THE AUXILIARY SHALL BE CONFIGURED AS SPST AT 1A 110VC(MIN)THE AUXILIARY CONTACT SHALL BE OPEN WHEN THE DISCONNECT SWITCH IS IN THE OPEN POSITION IF A SHUNT TRIP CIRCUIT BREAKER IS PROVIDED,AN AUXILIARY CONTACT SHALL BE INSTALLED ON THE CIRCUIT BREAKER BATTERY LOWERING PROVIDED 6'-l" ® 7-0"HIGH DOOR I II - �I W l N1{.7 1 r NiT -400 fir_. LCLEAR J - A ''� ,: --4,--;-:::::)1 STA bI '',� E or C 1'-6" _ 0 GENERAL NOTES 0 JOB SPECIFIC NOTES 3 4 5 6 MACHINE ROOM HEAT LOAD IN MACHINE ROOM DUE TO ELEVATOR EQUIPMENT=10618 BTU/HR MINIMUM MACHINE ROOM CEILING HEIGHT=7-6" ADJACENT AT FLOOR 1 THIS DRAWING AND ALL INFORMATION THEREON IS THE PROPRIETARY PROPERTY OF FOR: MILL CREEK INN DRAWN REV JOB NUMBER DATE SHEET THYSSENKRUPP ELEVATOR AND MUST NOT BE MADE PUBLIC OR COPIED.THIS DRAWING ThyssenKrupp ,--, ThyssenKrupp IS LOANED SUBJECT TO RETURN ON DEMAND AND IS NOT TO BE USED DIRECTLY OR ADDRESS 64300 MAIN ROAD Elevator Americas MC A 53-851-01A 9/30/2014 6 OF I INDIRECTLY,IN ANY MANNER DETRIMENTAL TO THE INTEREST OF THYSSENKRUPP ELEVATOR. CITY. CUTCHOGUE, NY 11232 r 1 1; I 1 I 11 13 J r- (:( ---.- {�� 7...--;410):7\--- ATI - 'f' kQ to-� , Pi '''-'4°''''--.7 47:/1°.'-.-'-'---'-------"-----. r —J I I I _ 17'sTq 77757 , 1 I_ .1 I-6-OF NI-,.`1,:_„,,,- N KEY IAN THIS DRAWING AND ALL INFORMATION THEREON IS THE PROPRIETARY PROPERTY OF FOR MILL CREEK INN DRAWN REV JOB NUMBER DATE SHEET THYSSENKRUPP ELEVATOR AND MUST NOT BE MADE PUBLIC OR COPIED.THIS DRAWING ThyssenKrupp ,-, Thyssen Krupp IS LOANED SUBJECT TO RETURN ON DEMAND AND IS NOT TO BE USED DIRECTLY OR ADDRESS:64300 MAIN ROAD Elevator Americas MC A 53-851-01A 9/3012014 1 OF 9 INDIRECTLY, IN ANY MANNER DETRIMENTAL TO THE INTEREST OF THYSSENKRUPP ELEVATOR. CITY: CUTCHOGUE,NY 11232 • DOORREACiION ELEVATOR DESIGNATION(S): CASE 1 R1 557 LOBBY SIDE R2 225 2" 3'-6" 2" FACE II CLEAR OPENINGHI-- FACE I FOR ELEVATOR(S):P1 r--- LJ TOTAL WEIGHT ELEVATOR P1 f --- CAB AND HALL DOORS 686 LBS WALL THICKNESS ENTRANCE PLAN VIEW B-B o FEATURES OF YOUR ENTRANCES FEATURES FINISH LOCATION DOOR OPEN STRUT BUMPERS N/A @1,2,3 KICKPLATES @1,2,3 BINDERS @1,2,3 SILL FINISH ALMN @1,2,3 4'-9" ROUGH OPENING WIDTH FEATURES OF ENTRANCE DATA r -14A r , SILL MAXIMUM WHEEL LOADS 625.00 LBS 0 1/8" _ KEYHOLES TO BE INCLUDED I I THIS FRAME HAS A WARNOCK HERSEY LABEL OF 2 HOURS in DUST COVERS NOT INCLUDED 1 i 1 I I z I I • I Z a. ce I r,I I I o = ct Iii LTJ _T = u I c� I I w .. I M ~ x I I W NOTES: WI I z - O - GENERAL CONTRACTOR RESPONSIBLE FOR HOISTWAY REINFORCING Z - W //�� o it O n \ _ '� I 016,11":—..- AT FLOOR SLAB BEFORE INSTALLATION OF ENTRANCE FRAMES o I I a ^a F. J I ''�-- L� '‘•(9,-.41.''''''iT ,` MINIMUM OF 4"HIGH X 8"WIDE REINFORCED CONCRETE, o j I i t f'+ REINFORCED OF OPENING REQUIRED FOR ANCHORING SILL Ce SUPPORT ASSEMBLY,REINFORCING TO BE LOCATED WITH RESPECT °o 11 g c m U W `F ` TO REACTION POINTS,REFERENCE INSTALLATION DRAWINGS 494JT, N x ( I 0 O I I ci $ , - ' „ —AND 494JV,ARE AVAILABLE UPON REQUEST. o I I I I ,r s.�i , e REACTIONS(LBS.)DUE TO LOADS ON DOOR PANELS,APPROX. A HORIZONTAL LOADS AND LOCATION TO BUILDINGS SHOWN PER ASME v 0232D' A17.1 PART II, I I lc: I I & NTAjE OF ���t}ir THE SPECIFIED LOADS ARE CONSIDERED IMPACTED. •RZ •R1 3'-6" _1_ 3'-6" 41/2" SECTION1 I ENTRANCE ELEVATION VIEW A-A - Entrance Type : M721 1 SPEED For Elevator P1 RIGHT HAND FRONT ENTRANCE FOR P1 THIS DRAWING AND ALL INFORMATION THEREON IS THE PROPRIETARY PROPERTY OF FOR MILL CREEK INN DRAWN REV JOB NUMBER DATE SHEET THYSSENKRUPP ELEVATOR AND MUST NOT BE MADE PUBLIC OR COPIED.THIS DRAWING ThyssenKrupp �-� Thyssen Krupp IS LOANED SUBJECT TO RETURN ON DEMAND AND IS NOT TO BE USED DIRECTLY OR ADDRESS 64300 MAIN ROAD Elevator Americas MC A 53-851-01A 913012014 OF el INDIRECTLY, IN ANY MANNER DETRIMENTAL TO THE INTEREST OF THYSSENKRUPP ELEVATOR. CITY. CUTCHOGUE,NY 11232 f • ELEVATOR DESIGNATION(S): DOOR REACTION CASE 1 LOBBY SIDE - R1 557 2" 3'-6" 2"' R2 225 FACE CLEAR OPENING FACEI , FOR ELEVATOR(S):P1 TOTAL WEIGHT ELEVATOR P1 L lit ,...4— —I CAB AND HALL DOORS 686 LBS en WALL THICKNESS ENTRANCE PLAN VIEW D-D �; FEATURES OF YOUR ENTRANCES FEATURES FINISH LOCATION DOOR OPEN STRUT BUMPERS N/A @2R KICKPLATES @2R BINDERS @2R SILL FINISH ALMN @2R h. 4.-9" ROUGH OPENING WIDTH -I FEATURES OF ENTRANCE DATA r -14_C r -1 FEATURES MAXIMUM WHEEL LOADS 625 00 LBS KEYHOLES TO BE INCLUDED II I I „� THIS FRAME HAS A WARNOCK HERSEY LABEL OF 2 HOURS r " �Q �1 DUST COVERS NOT INCLUDED �� F' .- y -S lli reg may" a I I 0 W I I = w 02325' 0.- C z = ,_z `T - �0, NOTES: Lc I I to M - W _ g I I O -'�..,TE OF NF\4'I GENERAL CONTRACTOR RESPONSIBLE FOR HOISTWAY REINFORCING u i- o 0 ^ 4 = AT FLOOR SLAB BEFORE INSTALLATION OF ENTRANCE FRAMES. n d' O c9 MINIMUM OF 4"HIGH X 8"WIDE REINFORCED CONCRETE, I.., I I u ^W J I I O REINFORCED OF OPENING REQUIRED FOR ANCHORING SILL u. - SUPPORT ASSEMBLY,REINFORCING TO BE LOCATED WITH RESPECT = -. y D T D TO REACTION POINTS,REFERENCE INSTALLATION DRAWINGS 494JT, I I 41%11 n O I Io AND 494JV,ARE AVAILABLE UPON REQUEST. LL c . I I REACTIONS(LBS.)DUE TO LOADS ON DOOR PANELS,APPROX. o I I � HORIZONTAL LOADS AND LOCATION TO BUILDINGS SHOWN PER ASME A17.1 PART II, THE SPECIFIED LOADS ARE CONSIDERED IMPACTED. E z I Ct I V I 1 .R2 - •R1 41/2" I 3'-6" I 3'-6" - SECTION]. ENTRANCE ELEVATION VIEW C-C - Entrance Type : M721 1 SPEED For Elevator P1 LEFT HAND REAR ENTRANCE - FOR P1 - THIS DRAWING AND ALL INFORMATION THEREON IS THE PROPRIETARY PROPERTY OF FOR: MILL CREEK INN DRAWN REV JOB NUMBER DATE SHEET THYSSENKRUPP ELEVATOR AND MUST NOT BE MADE PUBLIC OR COPIED.THIS DRAWING ThyssenKrupp to ThyssenKrupp IS LOANED SUBJECT TO RETURN ON DEMAND AND IS NOT TO BE USED DIRECTLY OR ADDRESS.64300 MAIN ROAD Elevator Americas MC A 53-851-01A 9130/2014 9 OF a INDIRECTLY,IN ANY MANNER DETRIMENTAL TO THE INTEREST OF THYSSENKRUPP ELEVATOR. CITY. CUTCHOGUE,NY 11232 Fisher, Robert From: Fisher, Robert Sent: Thursday,July 30, 2015 3:51 PM To: Paul Romanelli Subject: RE: Peconic Bay Yacht Club Mr. Romanelli I received the cut sheets. Stamped plans, an application, and appropriate fee is all that is required for permitting. Robert Fisher Fire Marshall,Town of Southold Robert.fisher@town.southold.ny.us (W) 765-1802-(C)786-9180 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. From: Paul Romanelli [mailto:paul@suffolksecurity.com] Sent:Thursday,July 30, 2015 10:50 AM To: Fisher, Robert<Robert.Fisher@town.southold.ny.us> Subject: Peconic Bay Yacht Club Mr. Fisher, I have attached the data sheets for the fire alarm system, smoke detectors, pull stations and horn/strobes. I walked the job with Ural from Samuels & Steelman's offices so he could verify our work. He is preparing the stamped plans for you now. Please let me know if you need additional information. Paul Romanelli Paul J. Romanelli, President 1515 Youngs Ave • PO Box 1355 • Southold NY 11971 (631) 765-5262 • www.suffolksecurity.com • @suffolksecurity 1 Fisher, Robert From: Paul Romanelli <paul@suffolksecurity.com> Sent: • Thursday,July 30, 2015 10:50 AM To: Fisher, Robert Subject: Peconic Bay Yacht Club Attachments: 5193SD5193SDT-Data-sheet.PDF; Fire-Lite BG-12 Pull Station Data Sheet.pdf; Indoor_Wall_Horns_Strobes_HornStrobes_DataSheet_AVDS102.pdf;VISTA-128FBPT- Data-Sheet.PDF Mr. Fisher, I have attached the data sheets for the fire alarm system, smoke detectors, pull stations and horn/strobes. I walked the job with Ural from Samuels & Steelman's offices so he could verify our work. He is preparing the stamped plans for you now. Please let me know if you need additional information. Paul Romanelli Paul J. Romanelli, President 1515 Youngs Ave • PO Box 1355 • Southold NY 11971 (631) 765-5262 • www.suffolksecurity.com • @suffolksecurity Want to see what's new with alarm technology? Check out Tuxedo Touch Thinking about a wireless system for your home? Talk to us about LynxTouch5100 1 .4i IP," JUL 30 2M5 Imo, 5193 Series • V-PLEX® ADDRESSABLE SMOKE DETE O � - -• - ,�... Honeywell's V-flex Addressable Photoelectric Smoke Detectors are designed to provide open area protection and to be used with compatible UL or ULC-listed Honeywell control panels that support V-Plex technology.The detectors incorporate a state-of-the-art optical sensing chamber and an advanced microprocessor. Built-in Drift Compensation algorithms automatically maintain proper operation at factory calibrated detection levels, even when sensitivity is altered due to the presence of contaminates settling into the unit's chamber.The 5193SDT/A also features a restorable, built-in,fixed temperature(135°F/57.2°C)thermal detector. FEATURES • Easy Installation: Installation is simplified by the use of •Versatile Mounting: Mounting is made simple with the a mounting base that may be pre-wired to the system, included hardware and the large mounting ports,which allowing the detector to be easily installed or removed for accommodate drywall anchors for easy surface mounting. maintenance or service. (See Figure 1). (See Figure 1). • LED Status Indicators:Two LEDs(green and red)provide •Tamper Protection and Tamper Resistance:The detector local visual indication of the detector's status—including contains a built-in tamper switch that can communicate normal operation, alarm, out of sensitivity and trouble back to the control panel in the event the detector is conditions. removed from its base. For an added level of security, •Test button:This button allows the user to perform periodic the detector also includes a tamper resistant element that testing of the detector's circuitry and verify that the detector prevents removal from the base without the use of tools (See Figure 1). is within the sensitivity limits. DIRECT MOUNT HOLES • ••1*. SNAP OFF TABS FOR TAMPER LOCK TAMPER RELEASE TAB Figure 1:Tamper-Resistant Feature/Winng 5193 Series V—PLEX®ADDRESSABLE SMOKE DETECTOR SPECIFICATIONS • Heat Sensor: (Model 5193SDT/A): • Diameter(including base): 5.3 inches(13.46 cm) 135°F(57.2°C); Fixed Temperature Electronic Thermistors • Height(including base):2.0 inches(5.08 cm) • Operating Ambient Temperature Range: •Weight:6.3 oz. (178.6 g) 32°to 100°F(0°to 38°C) •Agency Listing: UL 268; CAN/ULC S531 •Operating Humidity Range: •System Voltage Range: 7-14V 0 to 95% RH non condensing •Standby Current(maximum @ 12V) •Storage Temperature Range: LED off: 1.2mA -4°to 158°F(-20°to 70°C) LED on: 2.8mA ACCESSORY(sold separately) To measure the detector's sensitivity, the SENS-RDR Infrared Sensitivity Reader tool (sold separately) should be used. It reduces testing time, simplifies sensitivity measurements and displays them precisely in terms of percent per foot obscuration. The SENS-RDR eliminates the need for magnets,voltmeters and ladders. OR / .4 11 iy♦ LS fry `_. • � � u .Ime�,l�,�n"'a�", Figure 2:Position of Reader ° ';, ORDERING p. 5193SD Addressable Photoelectric Smoke Detector 5193SDT Addressable Photoelectric Smoke Detector with Integral Heat Sensor 5193SDTA Addressable Photoelectric Smoke Detector with Integral Heat Sensor(Canada Only) Accessory sold separately: • SENS-RDR Handheld Sensitivity Reader - - Automation and Control Solutions Honeywell Security Products Americas 2 Corporate Center Dr. Suite 100 ®IDeea _. P.O. Box 9040 Melville, NY 11747 1.800.467.5875 U5193sDT/D June 2015 www.honeywell.com ©2015 Honeywell International Inc P +, Honeywell VISTA-128FBPT r ;-...,-,-..7,-7-7.:,,,77-1 VISTA®COMMERCIAL PARTITIONED FIRE AND BURGLARY ALARM CONTROL PANEL ,';','t 1:°4,`. •:;, - 1 i, 1 rR ,,LI JUL 3 0 2015 I;-)) i-- . , D . .f Y sS3 ���-k II,- The new VISTA-128FBPT provides the ultimate protection integrated fire/burglary systems. It is the perfect solution for life and property.This commercial fire and burglary for medical and professional office buildings, churches and control panel supports up to eight partitions and up to synagogues, banks, schools,strip malls, and factory or 128 zones/points using hardwired, wireless and V-Plex® warehouse environments. addressable technologies.A diverse line of Honeywell VISTA 128FBPT is compatible with a number of initiating devices, notification appliances, communication AlarmNet°communication products for alarm reporting, devices, keypads, RF receivers and relays satisfy a wide uploading/downloading and Honeywell Total Connect" range of installation requirements. Remote Services. The VISTA-128FBPT control is suitable for fire-only applications, as well as for installations requiring FEATURES • Eight hardwired zones standard, •Accommodates 150 user codes •Supports graphical user interfaces expandable to 128 using V-Plex and up to 250 access card holders for burglary use(e.g. 6280 and addressable points/zones using VISTAKEY° Tuxedo Touch') • •Supports up to 128 wireless zones •Supports V-Plex addressable •Supports 616OCR-2 multi-LED (fewer if using hardwired and/or VISTAKEY access control fire keypad V-Plex zones) (1 to 8 doors) • Upload/download via AlarmNet° •Can control eight separate areas •Two on-board NACS delivering a Communicators independently(8 partitions) total of 2.3A @ 12V • Carbon monoxide(CO) • Common lobby partition—auto arm •Automatic smoke detector sensitivity zone support or disarm based upon assigned maintenance testing •On-board serial port for partitions • Four-wire smoke reset using communication with WIN-PAK®, • Master partition—used for viewing on-board Form C relay Pro-Watch®and approved status of all partitions third-party applications •Supports Dynamic Signaling for •Supports commercial wireless fire AlarmNet Communicators •Supports Total Connect and burglary devices •Supports Internet and GSM Remote Services" • Stores up to 512 events alarm reporting "Event reporting only for fire partition. A VISTA-128FBPT Honeywell VISTA®COMMERCIAL PARTITIONED FIRE AND BURGLARY ALARM CONTROL PANEL ADDITIONAL FEATURES • Notification Appliance Circuits(two) • Patented addressable V-Plex polling • UL Listed wireless expansion -Programmable loop technology -Supports up to 128 wireless -Individually silenceable -Class B,Style 3 SLC zones/points • False alarm reduction features -Supports 120 two-wire addressable - Supervised by control for check-in points signals -Exit error logic - Global polling technology for faster -Tamper protection for transmitters Exit delay reset processing - Individually assignable to one of eight -Cross zoning -Supervised by panel partitions -Call waiting defeat -Zones individually assignable to - Supports commercial wireless smoke - Recent close report partitions and notification circuit(bell) detectors •Supports commercial hardwired, output or auxiliary relay • Up to eight doors using VISTAKEr V-Plex addressable V-PIexW polling loop and - 4,000 ft.capability without the use of Access Control wireless zones shielded cable • Event reporting • Hardwired zones - Extender/Isolation bus modules • Local printer for event log printing -Provides eight style B hardwired zones - Eight zone-Class A and B expander • Communication -EOLR supervised for Fire and UL module burglary installations - Phone line, GSM and IP communicator -Eight zone-Class B expander module support -Supports N.O.or N.C.sensors - Single zone supervised contact module - Individually assignable to any of Panel operation during download -Single relay module for auxiliary Four or 10-digit subscriber account eight partitions(all fire zones on partition 1) fire functions numbers -Up to 16 conventional two-wire smoke - detectors each on zone one and two Supports anti masking feature on • Extra security feature that requires master (32 total) "smart"motion detectors(e.g. code to allow installer into program mode DT7500SN) (enabled through Compass Downloader) Honeywell SPECIFICATIONS Electrical • Dual phone line capability using • CAN/ULC-S304-06-Signal Receiving • Primary power. 18VAC @ 72VA 5140DLM module Centre and Premise Burglar Alarm Honeywell No. 1451-UL9 AlarmNet®Communicators Control Units •Control panel quiescent current draw: • GSM, i-GSM and IP Communicators • UL1635-Digital Alarm Communicator 300mA System Units Cabinet Dimensions • Backup battery: • UL365-Police Station Connected • 18" H x 14.5'W x 4 3"D Burglar Alarm Units and Systems - 12VDC, 12AH min to 34.4AH max - Lead acid battery(gel type) Environmental • UL609-Local Burglar Alarm Units and •Alarm power. 12VDC, 1.7A max for •Storage temp: 14° F to 158° F Systems each notification(bell)circuit output (-10°C to 70°C) • UL985-Household Fire Warning Total 2.3A @ 12V •Operating temp 32° F to 122° F System Units •Aux.standby pwr. 12VDC, 1A max (0°C to 50°C) • UL1023-Household Burglar Alarm •Total power:2.3A at 12VDC • Humidity 85% RH System Units • EMI. Meets or exceeds the following • ULCS545 02-Residential Fire •Standby time:24 hours with 1A Warning System Control Units standby load using 34.4AH battery requirements: FCC Part 15, Class B Device • ULC/ORD-C1023-74-Preliminary - • Fusing: Battery input, aux.and Standard for Household Burglar Alarm notification(bell)circuit outputs are -FCC Part 68 System Units protected using PTC circuit protectors. - IEC EMC Directive • ULC-S303-M91 -Standard for Local All outputs are power limited. Agency Listings Burglar Alarm Units and Systems • Optional 24-volt kit • UL864-Control Units and Accessories • Factory Mutual(FM) Communications for Fire Alarm Systems • California State Fire Marshal(CSFM) Dialer • ULC-S559-04-Equipment for Fire • FDNY Certificate#6140 • Line seize: Double Pole Signal Receiving Centers and Systems • Ringer equiv: 0.7B • UL1076-Proprietary Burglar Alarm • Formats ADEMCO Low Speed, Units and Systems ADEMCO 4+2 Express,ADEMCO High • UL1610-Central Station Burglar Alarm Speed,ADEMCO Contact ID, Sescoa Units and Radionics VISTA-1 28F B PT VISTA®COMMERCIAL PARTITIONED FIRE AND BURGLARY ALARM CONTROL PANEL COMPATIBLE DEVICES Auxiliary Devices V-Plex Extender/Isolation Modules Access Control • 61600R-2—Red Fire Keypad •4297 Extender/Isolator Module • VISTAKEY®V-Plex®(addressable) • 6160—Burglary Keypad •VSI Isolator Module Access Control •6280,Tuxedo Touch'",Tuxedo TouchV Plex Smoke Detectors • VISTAKEY-SK Starter Kit with Wi-Fi®Graphic Keypads—Burglary •5193SD • VISTAKEY-EX Expansion Kit • 4204—Relay Module,four Form C •5193SDT •Integrates with WIN-PAK®and contacts •5192SDTA Pro-Watch®systems • 4204CF—Two supervised NAC circuits Alarm Communications • 5881 ENHC Series RF receivers V-Plex Passive Infrared Detectors •IS2500SN U.S. • 5883H RF receiver •GSMV4G—Digital Cellular • 6220S—System printer •DT7500SN Communicator with Two-way Voice Two-wire Conventional V-Plex(Addressable)Contacts Transport Capability Smoke Detectors •4939SN-WH • iGSMV/iGSMV4G—Internet and Digital • System Sensor •4959SN Cellular Communicator • ESL V-Plex Glassbreak Detectors • IGSMCF/iGSMCFP4G—Commercial • DSC • FG1625SN Fire Digital Cellular Communicator with Internet Horn/Strobes Seismic Detectors •IGSMHSAGSMHS4G—High Security • System Sensor •SC100 • Wheelock •SC105 Internet and Digital Cellular Communicator • Gentex Commercial Wireless Devices • 78451-ENT—Internet/Intranet Enterprise Manual Pull Stations • 5808W3/5808W3A—Photoelectric Communicator •5140MPS-1 Smoke/Heat Detector •7847i—Internet Communicator •5140MPS-2 • 5806W3—Photoelectric Smoke Canada V-Prez®(Addressable)Devices Detector •GSMV4GCN—Digital Cellular •4208U Universal Eight zone Expansion • 5809—Wireless Heat Detector Communicator with Two-way Voice Module • 5817CB—Wireless Commercial Transport Capability •4208EX Universal Eight zone Expansion Transmitter • IGSMVCN/iGSMVCN4G—Internet and Module(Canada) • 5869—Hold-Up Transmitter Digital Cellular Communicator •4208SN Eight zone Expansion Module •580000/580000A—Carbon Monoxide •4101 SN Single Relay/Zone Module Detector •4208SNF Class NB Expander Module •5800PIR-COM—Commercial PIR •4190SN Remote Point Module— two zones •4193SN and 4193SNP Two-zone Expander Modules Product specifications subject to change ORDERING.' . V128FBPT RDERING- V128FBPT - Commercial Fire and Partitioned Burglary Alarm Control Panel 12V Model ' V128FBPT24KT(U.S. Only) _ Commercial Fire and-Partitioned Burglary Alarm Control Panel with External 24V -Power Supply(6A,four outputs,synchronized) For more information:www.honeywell.com/security Automation and Control Solutions Honeywell Security Products Americas 2 Corporate Center Dr.Suite 100 ��G �OneyW� P.O. Box 9040 Melville, NY 11747 1.800.467.5875 L1VS128FBPTD/D January 2013 www.honeywell.com ©2013 Honeywell International Inc. 4 • ''F.' SS.rP } f ,�r „.. ...4,-,- �4 i Th -:.:•• :7 STE” Indoor Selectable- I` . „4 7 , Output Horns, �' "'„=i4.- 17-1- ,t ' Strobes, and 4 Horn Strobes for FF ,k _ ; . . Wall Applications e, - -�� � '' SpectrAlerl°Advance audible visible notificationroducts p SPECT 4. - rt are rich with features guaranteed to cut installation times ' ■ frr�"o"!3m'i�.`'"tSR�+`'f• mr�t-�e c��5�e�iri � ,o.r and maximize profits. Features The SpectrAlert Advance series offers the most versatile and easy-to-use line of horns,strobes,and horn strobes in the industry • Plug-in design with minimal intrusion into the back box With white and red plastic housings,wall and ceiling mounting • Tamper-resistant construction options,and plain and FIRE-printed devices,SpectrAlert Advance • Automatic selection of 12-or 24-volt operation at can meet virtually any application requirement 15 and 15/75 candela • Field-selectable candela settings on wall units 15, 15/75, Like the entire SpectrAlert Advance product line,wall-mount horns, 30,75,95, 110, 115, 135, 150, 177,and 185 strobes,and horn strobes include a variety of features that increase their application versatility while simplifying installation All devices • Horn rated at 88+dBA at 16 volts feature plug-in designs with minimal intrusion into the back box, • Rotary switch for horn tone and three volume selections making installations fast and foolproof while virtually eliminating • Universal mounting plate for wall units costly and time-consuming ground faults • Mounting plate shorting spring checks wiring continuity before To further simplify installation and protect devices from construction device installation damage,SpectrAlert Advance utilizes a universal mounting plate • Electrically Compatible with legacy SpectrAlert devices with an onboard shorting spring,so installers can test wiring • Compatible with MDL3 sync module continuity before the device is installed • Listed for ceiling or wall mounting Installers can also easily adapt devices to a suit a wide range of application requirements using field-selectable candela settings, automatic selection of 12-or 24-volt operation,and a rotary switch for horn tones with three volume selections Agency Listings SIGNAUNG Lr - , 1 0 ® MEA ;- --1 ln7 3 H LISTED APPROVED approved 7125-1653186Qndoorstrobes) j I ' JUL 0 2015 �� 7125-1653 i80(horn sttokes, `-' S4011(chimes,horn strobes,horns) 3023572 MEA452-05-E chime strobes) S5512(strobes) 7135-1653 189(horns,chimes) SpectrAlert Advance Specifications Architect/Engineer S'ecufications ' '• ' `-" .. ....- _ .. P,.,« -. .� r. r.r'�.'.a���R s: }a: .... k n�x _ Ik } '� .v?"t�s.'�-..2z ....... • ...... .. .. ..r...n... General SpectrAlert Advance horns,strobes,and horn strobes shall mount to a standard 4 x 4 x 11/2-inch back box,4-inch octagon back box,or double-gang back box Two-wire products shall also mount to a single-gang 2 x 4 x 17/8-inch back box A universal mounting plate shall be used for mounting ceiling and wall products The notification appliance circuit wiring shall terminate at the universal mounting plate Also,SpectrAlert Advance products,when used with the Sync•Circuit-Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts When used with the Sync•Circuit Module,12-volt-rated notification appliance circuit outputs shall operate between 8.5 and 17 5 volts,24-volt-rated notification appliance circuit outputs shall operate between 16 5 and 33 volts Indoor SpectrAlert Advance products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC or full- wave rectified unfiltered power supply Strobes and horn strobes shall have field-selectable candela settings including 15,15/75,30,75,95, 110, 115, 135, 150, 177,and 185 Strobe The strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and shall be approved for fire protective service The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system Horn Strobe Combination The horn strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and UL 464 and shall be approved for fire protective service The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range The strobe light shall consist of a xenon flash tube and associated lens/reflector system The horn shall have three audibility options and an option to switch between a temporal three pattern and a non-temporal(continuous)pattern These options are set by a multiple position switch On four-wire products,the strobe shall be powered independently of the sounder The horn on horn strobe models shall operate on a coded or non-coded power supply. Synchronization Module The module shall be a System Sensor Sync•Circuit model MDL3 listed to UL 464 and shall be approved for fire protective service The module shall synchronize SpectrAlert strobes at 1 Hz and horns at temporal three Also,while operating the strobes,the module shall silence the horns on horn strobe models over a single pair of wires The module shall mount to a 411/16 x 411/16 x 21/8-inch back box The module shall also control two Style Y(class B)circuits or one Style Z(class A)circuit The module shall synchronize multiple zones.Daisy chaining two or more synchronization modules together will synchronize all the zones they control.The module shall not operate on a coded power supply PhysicaUElect"rical�Spe rficatioris' _ a. { '' " '� �" .... ........ -... _..... .. s..s...� .... .SSE... .4 E � ..,,..,-�.¢.'A� Standard Operating Temperature 32°F to 120°F(0°C to 49°C) Humidity Range 10 to 93%non-condensing Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC/FWR or regulated 24 DC/FWR1 Operating Voltage Rangel 8 to 17 5 V(12 V nominal)or 16 to 33 V(24 V nominal) Operating Voltage Range MDL3 Sync Module 8 5 to 17 5 V(12 V nominal)or 16 5 to 33 V(24 V nominal) Input Terminal Wire Gauge 12 to 18 AWG Wall-Mount Dimensions(including lens) 5 6"L x 4 7"W x 2 5"D(142 mm L x 119 mm W x 64 mm D) Horn Dimensions 56"Lx47"Wx13"D(142mmLx119mmWx33mmD) Wall-Mount Trim Ring Dimensions(sold as a 5 pack)(TR-HS) 5.7"L x 4.8"W x 0.35"D(145 mm L x 122 mm W x 9 mm D) Notes: 1 Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs 2 P,S,PC,and SC products will operate at 12 V nominal only for 15 and 15/75 cd V . UL Current Draw Data UL Max.Strobe Current4Draw(rnA I MS)_ .a .y o :;. !,, e.,', UL`I111P25,Horn Cuhrent`Draw(mA RMS) ',w.. _ t . 8-17.5 Volts 16-33 Volts 8-17.5 Volts 16-33 Volts Candela DC FWR DC FWR Sound Pattern dB DC FWR DC FWR Standard 15 123 128 66 71 Temporal High 57 55 69 75 Candela 15/75 142 148 77 81 Temporal Medium 44 49 58 69 Range 30 NA NA 94 96 Temporal Low 38 44 44 48 75 NA NA 158 153 Non-temporal High 57 56 69 75 95 NA NA 181 176 Non-temporal Medium 42 50 60 69 110 NA NA 202 195 Non-temporal Low 41 44 50 50 115 NA NA 210 205 Coded High 57 55 69 75 High 135 NA NA 228 207 Coded Medium 44 51 56 69 Candela 150 NA NA 246 220 Coded Low 40 46 52 50 Range 177 NA NA 281 251 185 NA NA 286 258 ,UL Max.Current D"ra*'(mA RMS),2 Wire,Hor_.Strobe,,Standard Candela Range(15 ,1�15"+cd)k". i f `'T `�` 8-17.5 Volts 16-33 Volts DC Input 15 15/75 15 15/75 30 75 95 110 115 Temporal High 137 147 79 90 107 176 194 212 218 Temporal Medium 132 144 69 80 97 157 182 201 210 Temporal Low 132 143 66 77 93 154 179 198 207 Non-Temporal High 141 152 91 100 116 176 201 221 229 Non-Temporal Medium 133 145 75 85 102 163 187 207 216 Non-Temporal Low 131 144 68 79 96 156 182 201 210 FWR Input Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 184 194 201 Non-Temporal High 142 161 103 112 126 181 203 221 229 Non-Temporal Medium 134 155 85 95 110 166 189 208 216 Non-Temporal Low 132 154 80 90 105 161 184 202 211 UL Max Current Draw(mA'kit);2 Wiretli`�ornpStrobe,•High Candela Range 135-18,5 cd <<;1 M #:-1-,44:'i':4441-4"-!::-'.: w .-,•,„, 16-33 Volts 16-33 Volts DC Input 135 150 177 185 FWR Input 135 150 177 185 Temporal High 245 259 290 297 Temporal High 215 231 258 265 Temporal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non-Temporal High 255 270 303 309 Non-Temporal High 233 248 275 281 Non-Temporal Medium 242 259 293 299 Non-Temporal Medium 219 232 262 267 Non-Temporal Low 238 254 291 295 Non-Temporal Low 214 229 256 262 Horn Tones and Sound Output Data Horn and Horn"Strobe Output'(JBA);, :\.'...:1;,•:;,!';-:,. F a ' I:•'`"' ,sr `" `1,:v A 8-17.5 16-33 24-Volt Nominal Switch Volts Volts Reverberant Anechoic Position Sound Pattern dB DC FWR DC FWR DC FWR DC FWR 1 Temporal High 78 78 84 84 88 88 99 98 2 Temporal Medium 75 75 80 80 86 86 96 96 3 Temporal Low 71 71 76 76 83 80 94 89 4 Non-Temporal High 82 82 88 88 93 92 100 100 5 Non-Temporal Medium 78 78 85 85 90 90 98 98 6 Non-Temporal Low 73 74 81 81 88 84 96 92 7t Coded High 82 82 88 88 93 92 101 101 8t Coded Medium 78 78 85 85 90 90 97 98 9t Coded Low 74 75 81 81 88 85 96 92 tSettings 7,8,and 9 are not available on 2-wire horn strobes SpectrAlert Advance Dimensions 1' COTPI , III f 5.6" I IM I. '. Wall-mount horn strobes SpectrAlert Advance Ordering Information Model Description. , , Model ;,Descri tion*• •i. ' " � r. x• � a . P ��-"-xis.. ,'s :. Wall Horn Strobes Wall Strobes(cont.) P2R 2-Wire Horn Strobe,Standard cd,Red SRH Strobe,High cd,Red P2R-P 2-Wire Horn Strobe,Standard cd,Red,Plain SRH-P Strobe,High cd,Red,Plain P2R-SP 2-Wire Horn Strobe,Standard cd,Red,"FUEGO" SRH-SP Strobe,High cd,Red,"FUEGO" P2RH 2-Wire Horn Strobe,High cd,Red SW Strobe,Standard cd,White P2RH-P 2-Wire Horn Strobe,High cd,Red,Plain SW-P Strobe,Standard cd,White,Plain P2W 2-Wire Horn Strobe,Standard cd,White SWH Strobe,High cd,White P2W-P 2-Wire Horn Strobe,Standard cd,White,Plain SWH-P Strobe,High cd,White,Plain P2WH 2-Wire Horn Strobe,High cd,White Horns P2WH-P 2-Wire Horn Strobe,High cd,White,Plain HR Horn,Red P4R 4-Wire Horn Strobe,Standard cd,Red HW Horn,White P4R-P 4-Wire Horn Strobe,Standard cd,Red,Plain Accessories P4RH 4-Wire Horn Strobe,High cd,Red TR-HS Trim Ring,Wall,Red P4W 4-Wire Horn Strobe,Standard cd,White SBBR Indoor Surface Mount Back Box,Red Wall Strobes SBBW Indoor Surface Mount Back Box,White SR Strobe,Standard cd,Red SR-P Strobe,Standard cd,Red,Plain SR-SP Strobe,Standard cd,Red,"FUEGO" Notes: All-P models have a plain housing(no"FIRE"marking on cover) All-SP models have"FUEGO"marking on cover "Standard cd"refers to strobes that include 15,15/75,30,75,95,110,and 115 candela settings "High cd"refers to strobes that include 135,150,177,and 185 candela settings ASY�7E 3825 Ohio Avenue•St Charles, IL 60174 ©2014 System Sensor s' Phone 800-SENSOR2•Fax 630-377-6495 Product specifications subject tochange without nosce Visit systemsensorcorn "° for current product information,including the latest version of this data sheet www systemsensor coin AVDS10201.1/14 DF-52004:A1 •F-050 BG-1 2 Series Flre'LITeALarms Manual Fire Alarm Pull Stations by Honeywell t { ;. z� ,y.,a.>;, n , ,,. , „.1; s ` ,r,, .Conventional Devices r ti"bin• .�; A_aeo-t+dntn ,•L vs �ddh.. -,LtYgyrtt�a &:ew.' ", General The Fire•Lite BG-12 Series is a cost-effective, feature-packed series of non-coded manual fire alarm pull stations. It was designed to meet multiple applications with the installer and end-user in mind.The BG-12 Series features a variety of mod- els including single-and dual-action versions The BG-12 Series provides Fire•Lite Alarm Control Panels (FACPs), as well as other manufacturers'controls, with a man- PUSH IN ,l • ual alarm initiating input signal Its innovative design, durable PULL DOWN* construction, and multiple mounting options make the BG-12 Series simple to install,maintain,and operate. Features • Aesthetically pleasing,highly visible design and color. • Attractive contoured shape and light textured finish. • Meets ADA 5 lb.maximum pull-force. FIre•LITe' - )`1 • Meets UL 38,Standard for Manually Actuated Signaling Boxes. C1)Easily operated(single- or dual-action), yet designed to pre- • vent false alarms when bumped,shaken,or jarred. • PUSH IN/PULL DOWN handle latches in the down position to clearly indicate the station has been operated. Construction • The word "ACTIVATED" appears on top of the handle in • Cover, backplate and operation handle are all molded of bright yellow,further indicating operation of the station. durable polycarbonate material. • Operation handle features white arrows showing basic opera- • Cover features white lettering and trim. tion direction for non-English-speaking persons. • Red color matches System Sensor's popular SpectrAlert® • Braille text included on finger-hold area of operation handle Advance horn/strobe series. and across top of handle • Multiple hex-and key-lock models available Operation • U.S. patented hex-lock needs only a quarter-turn to lock/ unlock. The BG-12 manual pull stations provide a textured finger-hold • Station can be opened for inspection and maintenance with- area that includes Braille text.In addition to PUSH IN and PULL out initiating an alarm. DOWN text,there are arrows indicating how to operate the sta- • Product ID label viewable by simply opening the cover;label tion,provided for non-English-speaking people. is made of a durable long-life material. Pushing in and then pulling down on the handle activates the • The words"NORMAL"and"ACTIVATED"are molded into the normally-open alarm switch.Once latched in the down position, plastic adjacent to the alarm switch(located inside) the word"ACTIVATED"appears at the top in bright yellow,with a • Four-position terminal strip molded into backplate. portion of the handle protruding at the bottom as a visible flag. Terminal strip captive 8/32 Resetting the station is simple:insert the key,twist one quarter- • serminews for easy includestin to PhillipsIcombination-headong Device Circuit(IDCturn, then open the station's front cover, causing the spring- loaded operation handle to return to its original position The • Terminal screws backed-out at factory and shipped ready to alarm switch can then be reset to its normal(non-alarm)position accept field wiring(up to 12 AWG/3.1 mm2). manually(by hand)or by closing the station's front cover,which • Terminal numbers are molded into the backplate,eliminating automatically resets the switch. the need for labels • Switch contacts are normally open. • Can be surface-mounted (with SB-10 or SB-I/O) or semi- flush mounted. Semi-flush mount to a standard single-gang, double-gang,or 4"(10.16 cm)square electrical box. • Backplate is large enough to overlap a single-gang backbox `-� 1 ; I I ` I' cutout by 1/2"(1.27 cm) �_. • Optional trim ring(BG12TR). • Spanish versions(FUEGO)available(BG-12LSP,BG-12LPSP). I } ' � • Designed to replace the Fire•Lite legacy BG-10 Series JUL 3 0 2015 I �' • Models packaged in attractive, clear plastic (PVC), clam- shell-style, Point-of-Purchase packages. Packaging includes a cutaway dust/paint cover in shape of pull station. ` -- E DF-52004 Al•04/22/08—Page 1 of 2 ,t Y Specifications Agency Listings and Approvals PHYSICAL SPECIFICATIONS: The listings and approvals below apply to the BG-12 Series pull stations In some cases, certain modules may not be listed by certain approval agencies,or listing may be in process.Consult pull station SB-I/O SB-10 factory for latest listing status Height 5 5 inches 5 601 inches 5 5 inches • C(UL)US:S711 (13 97 cm) (14 23 cm) (13 97 cm) • FM Approved Width 4 121 inches 4 222 inches 4 121 inches • CSFM:7150-0075:184 (10 47 cm) (10 72 cm) (10 47 cm) • MEA:67-02-E Depth 1 39 inches 1 439 inches 1 375 inches • Patented: U.S. Patent No. D428,351, 6,380,846, 6,314,772; I (3 53 cm) (3 66 cm) (3 49 cm) 52004tlim ibl 6,632,108 ELECTRICAL SPECIFICATIONS: Product Line Information Switch contact ratings:gold-plated;rating 0.25 A @ 30 VAC or BG-12S: Single-action pull station with pigtail connections,hex VDC. lock ENGINEERING/ARCHITECTURAL SPECIFICATIONS BG-12SL: Same as BG-12 with key lock Manual Fire Alarm Stations shall be non-code, with a key- or BG-12: Dual-action pull station with SPST N/O switch, screw hex-operated reset lock in order that they may be tested,and so terminal connections,hex lock designed that after actual Emergency Operation,they cannot be BG-12L: Same as BG-12 with key lock restored to normal except by use of a key or hex An operated BG-12LSP: Same as BG-12L with English/Spanish (FIRE/ station shall automatically condition itself so as to be visually FUEGO)labeling. detected as activated. Manual stations shall be constructed of BG-12LOB: Same as BG-12L with "outdoor use" listing red colored LEXAN (or polycarbonate equivalent) with clearly Includes outdoor listed backbox,and sealing gasket. visible operating instructions provided on the cover. The word FIRE shall appear on the front of the stations in white letters, BG-12LO: Same as BG-12L with "outdoor use" listing. Does 1.00 inches (2.54 cm) or larger. Stations shall be suitable for not include backbox surface mounting on matching backbox SB-10 or SB-I/O; or BG-12LA: Same as BG-12L with auxiliary contacts. semi-flush mounting on a standard single-gang,double-gang,or BG-12LPS: Dual-action pull station with pre-signal option. 4"(10.16 cm)square electrical box,and shall be installed within BG-12LPSP: Same as BG-12LPS with English/Spanish (FIRE/ the limits defined by the Americans with Disabilities Act(ADA)or FUEGO)labeling. per national/local requirements.Manual Stations shall be Under- writers Laboratories listed SB-10: Surface-mount backbox,metal NOTE: The words"FIRE/FUEGO"on the BG-12LSP shall appear SB-I/O: Surface mount backbox, plastic (Included with BG on the front of the station in white letters, approximately 3/4" 12L06.) (1.905 cm)high. BG12TR: Optional trim ring for semi-flush mounting .._ 17003:Keys,set of two.(Included with key-lock pull stations.) 17007:Hex lock,9/64" (Included with hex-lock pull stations.) NOTE For addressable BG-12LX models, see data sheet DF- ' 52013. ii FUEGO/FIRE T �,t� F.MPUJE Y ., i, PUSH IN, HALE NACU AE AJO L PULL DDWN j. r I Fire•Lite® Alarms, SpectrAlert® Advance, and System Sensor® are registered trademarks of Honeywell International Inc ©2008 by Honeywell International Inc All rights reserved Unauthorized use of this document is strictly prohibited ISO 9001 This document is not intended to be used for installation purposes . We try to keep our product information up-to-date and accurate. C E R T•F 1 E CP We cannot cover all specific applications or anticipate all requirements BIBINEBIINt&MANIFABTIIING All specifications are subject to change without notice '�'��'�� QUALITY SYSTEMS Made inthe US A For more information,contact Fire•Lite Alarms Phone (800)627-3473,FAX (877)699-4105 www firelite corn Page 2 of 2—DF-52004 Al•04/22/08 . . . . , . .... _ . ... . _ ,,,,., .,. SURVEY OF . , .. .. . , . .-,, DESCRIBED PROPERTY ..,* SITU, TE AT ., . .. • ARSHAMOMOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK S.C.T.M- 01ST. 1000 SEC. 56 BLK 07 LOT 02 15 8 0 15 30 45 60 75 90 105 120 135 SCALE 1"=30' DATE DECEMBER 3, 2004 MAIN OP'0 coole25) _mpott,., ....Aily„,.. ,,...-- 0-3 SS., (STATE ' 7 1'� �,,► -15 6a' ,,, "Z"',....k , 1►0"VI `. ." • so.E ' - 7 .p0 S 6gl51 .1' I S 89°52'00"E 98.42' �. -,,:' „ "�` rx . EP•:6.3' D WttES 'F r. EP .8' �/'` MYr�'0 d,. y srsrf ..,�. i/.iJi:i. :'r';::is ___1:11 t • ASPHALT PARKING cn • t RIM c' 416i\—A -s. 'E 13' o EL.:BUG i w In -� c.i covER ;.. \,',ru RIM c4 ASP•czOEL•:7.6' 0 EL.:8.1' tttrrs•w �; cI c covEa t wau ASF''- WOOD RAAAP ' '\ I EL:7.2fig 5' EL.:7.• stor+E caNvas = i `- ' awNwo STORAGE , CK CoNC f•ar x 3E t 9 EfOg. i F 3.'W•• •2� 111!---' - STORY T_ m { El-'.'1 8'E COVES 2 ,STEEL BEAMS t • ' h FRAME METALTRA o .,�_ ` FIN. LRI TQOR==10.2' t i' zt ce _ _.w.. ILER 1n Fo�1=zEtt a ;N i CRA. 'L SR"-•CE.3.7,. i FN 2.8'W I t - �# ` \ . vTp1TY POLE c 7i� 2t it Z 3.3'' ; ,y 2.8' • __ WOOD o tar "• ALA ;L1 \ . • 4.9'—- 1 STORY'. / - \ $ - PATIC(,� 1 ' `AM "CONC.FOUNQATION CN- Q ,,, t y8 4'E FN8.9'W • • N TF.EL.:10.7 ° EL �'' T1 ala -< ISLAB EL:3.3' I 5.0' PAST.-•L FE --,iiiEL:4.9' I EL: 5 2' • �s.r niu ' w > . , ,•. . . -______L.--.0000-.. IPLAT ` _SDI i IIWA WD. LK EL:1.6' 29,1'E FN 7.4'W y EL.:1.3' . 1 • > ,. 3TotE • . . .. . Cf Q1 1 . . 014 g 5w . FN8.4'W 1 • ° i (FLOA -WIGALJ • ,:\ 1 . — t � xTrt, 34:7 . ` yyooD DT�YPICA • � -' 0 0co . mz o , * 29,2' . w cin P > d C5 • O S0 73 tae � v \ ' � So `` � 7 TO-< ` -tk 't 0 0 al , R' 0 . ( > \ • t 20 EL:6.3' I MOOD 1 1 s�t Oyu FN 0.5'W i�it 7 /J m Ft ` wpoD o 11.8'E %` N o —� z 1 �: 01111111 • 7o t 4� rn • DOCK �` 1 ,wooD TYPICAL) wow D?.?p< AU-) , RAG POLE g I � • (FLOA G_ 0 t ci If ' m� 1i1.2'r 1Y ` • C O' i C+Pn O �i -Z... 1 1111111 t13 . \ . 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IOIOII SIN#?JPFAC2 '• •i ECRMFS P..LMFW •..ECOPIXO ME NOT C., ANTED AFEK FNYW..OLLr E.LLNI AI RE 1nME OF WM, • ,747,417,,,7411=7:3 1E OFFSET A7NIM ITMTiN51•lO.M1 ENHW 1M,1A1NF SOMA:11 3 IOM ••\ FSAXfPft 1YES APE HAA iECFC 5*MIT AMISS ANOMEP05 Nk Mll NIEMN-0MIMT ME *Ai 10 MIS 59*5 NNl3 MNAS YAMS PVMMO NkAS AcO NS n11PAONG3 i , AND NII OMER crN STRotT 7N • �AWIINOMZED ALIEPAMN rn AOCMON 1 MSJ 16 A` N OF •141W!�NOF lit NEW iJW SIAM • /IANAIFW UW MMES THIS SIKHIAM MGT#JNIIIf NE 1)0 9ANEY.INS WED 7K OA / 1M004'FD SIA.WILMOTBE IIS11:0E0 L.BE A VNO MtE COW (PPRF(*5511 POUTED IEWYI'MI INN 1...,10.11'E.W...1Hf*NOM/1E WWI tPC,f.' vAND CIMas EmAii TOnie NID if MAC N511NNM7N 101E L If K•.11 AM) N)lit*51115151%DE IUl ,NR1 .wF Dr5 n1 11,011( 110 5AN`f( 0110APE NFT RABLE 1111 1 l M11C F41MRrtNC 15 5551555T 7f — • CERTIFIED TO:PRINCIPI PROPERTIES,LLC • BROADWAY ABSTRACT l l __ r JOB NO. 2004-488 i. I,1 • - MAP NO. ' ii I ,il FILED: REVISIONS: • ADD ELEVS. FOR PERMIT 1/29/05 ��J�_A��� Si��, LOC. NEW FOUNDATION 4/28/05 �s•''''`..---1---:1- j\ � :t� J �' • `'i• ikO. 050s6� r •• LOT AREA:131,082 SQ.FT.=3.0')9 ACRES TF�F N E`l l�0 CURRENT ZONING:M-11(MARI!IE 11) LICENS ':": •3 � PROPERTY IS ENTIRELY LOCA i ED IN FLOOD ZONE AE(EL 8) I1;. AS DETERMINED FROM THE FLOOD INSURANCE RATE MAPS 4I,,i, (FIRM)#38103C0159 EFFECTIVE DATE MAY 4,1998 ON SURVEYING ihill n:1, ELEVATIONS SHOWN HEREON 'IRE REFERENCED TO NGVD 1929 DATUM 46 NORTH ROAD ' �� AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENT. HAMPTON BAYS, NEW YORK • 11946 ' • TEL(631)-723-1954-FAX.:(631)-723-1329 MARTIN D. HAND L.S • TOBECOLLECTEDVIALEADERS&GUTTERS SITE PLAN OF DESCRIBED PROPERTY SITUATE AT ARSHAMOMOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M.DIST. 1000 SEC. 56 BLK. 07 LOT 02 ...E... 15 8 0 15 30 45 60 75 90 105 120 135 SCALE: 1"=30' DATE:DECEMBER 3, 2004 ID MAIN R0 „ O ROSE 251 �'' �,g'�°3�0,9�� �� (STATE • s(.3.1. `� - !/ / .•8.'��//6a�5/ onIs� Ssg051 '1T �A/ _......• ,i"l , - - 49/ S 89°52'00"E 98.42___._ - 2. "�� �„ ; EP.:7.8' g ,1N(,cE °0 T- - O i� 24.6'E Nrraw OVERHEAD WIRE �)� j EPr:8.6' N 69 GENA 1 .nom / �, 9_""� 0 0= 1 -V/ / AKE ET _ ' SPIKE SET **1%% ASPHALT PARKING I N 13'W Z 1 RIM w 41.6'E o EL.:10.4' > ° C.I.COVER m No RIM ASP. ¢ $ w EL.:9.3' p co EL.:9.9' ° 1 m 15'W �s C.I.COVER `` . C.I.COVER I ASP. g 0 L.:9.0' \ o o •,�• AIRING WALL COVERED > 5 EL.:9.5' C0Nc,ENTRY o s r+ANOIcaP -"' 4e.r 63.2' 36.2' a -i / -I O ° �SIONE a .6' m \ EL:265 4.5 I 38.4'E 18.2 2 S70RYFRAME BUILDING 1 A (UNDER CONSTRUCTION M 1 �` 70P OF FIN.FLOOR=10.2' i.4' z Ln 16.7 f O , E. ��1T-:.,rvw w 1 IR 1>V 6.T ___________________________________ 22.0' ---'� 014\ co 1l o 1 STORY FRAME WILDING - N / o-� > WITH 2ND FLOOR DECK w o 1 FN 8.9'W I (Top OF FOUNDATION 1:17.1),AxriNG WOOD ° O ( 28A'E PLAT (0/ p o LIGHT ELEC. EL.: UGO. 0 a,\ POLE CIRCI T 8,5'_ ST b RAoL FENCED pO .1 O ®sox -; eo.r v 7.5 um � T/:LKHD. $a° oITU COVEREDYVOOD W _` �' If��r 6,6' �° FLA yrs DOCK EL:: °1g .� -41 • o ° 1>� �� ,WALK \ `� ,■ WDrWALKWDFN7.4'W �� ( EL.;3.4' • EL.:3.0' , °� 1 29.1'E > 4.T \ ° EISITt 1 xb Et...;9.1 0 1 , 9.5'0\ FN 6.4'W t ® ` o K 1 0 .A1> i (FLOATINOD G;TYPICAL)PICAL) W0.PENCE d GATE \ IA OJ 5.4 1"S 0 1 _, >57' 4.1' 0 N 00D DO(YCPICAL Z O XS.T (FLOATIN� ' `�` D o X5.2' x4.6' 0 AZ • O \ mum• 3.5' mZ o ` •\ Et�IOS TRASH 2917' O • N fnO X5.0' 5.4'W m0 �� I 1 •1 X5.f' c>Nt 1 �T a 0 o 1 %_ x42, x ' � aO N 01 O ° , x5.3' o Q G m 'D 1' oA l \ 1..-•-) V0, �� 70 70 Z Fo MI x4.8' PORTCIs ENCU R`ET O-c\ N ni O : I X3.9' O x5.6' 'LATTICE �� m • gi x5.7' \ II �yN • EFr:8.1'.5'W X4 s, XS.r • Oil \ • OZ o FN0.5'W L HI / LIL•33C � • = \ WOOD N 17.8'E > X6.3' x5.2' WOAD DECK I 11111111111111.111 _.x4.T m 1 Z Ox5.8'11111110 ' X5.8' A 1 4I' ! 1 . l WOOD DOCK X5.8' .0 > 1 f -< _-7YA�y�) WOOD DDypKICAL) \D n N (FLOATING a o • L� X6.1' 3.6' :1m- W�BwCKP BA E 6 > �. X57. \ 1 P v 1 1T.2'E I o0 1 > \i't X5.1' X55' \� <a• i aI m • NM a o > • x5.9' y ' ~ T \ , womim 5.2' z ° a n > l• OCK (FLOATINGD CAU ' m J' 1 �5.1' : 1 y DILAPIDATED % \ 1 POLE WOOD BULKHEAD J a X6.1' f • , �p�P i� a \ Woo°F:NCE&GATE , �a� WDr WALK x8.5' x5.1' 01.11111 . E,,,4WOODWAL,,AY xb.3' 1 N P3 1 • %X52 • I /. ii, g ' f� !k WOOD Dck : ' X6.0' (FLOATI • xwALK . • • X 50EL' :3.6 ElSTONE: 5T 1 EL 9.5' 1 x4.6' • I N60X7.5' J °s>>o,, * 77..... 7 • \Y.,' I X0.4' • . r - r $ ` ` ...,,e of. F.M• AN HIGH WA R MSK [[1�,y 1 bl X3.3' 1 X0.0' : I\ X5.4' :I 1 I P X0.1' Q94, \. • • .... ��1 1• \ o 0 • X4.6, •• OI *•1 X4.5' X6.1' -4.\ . •• .. • .---- •'� • X tERMA ' 4.77 00 ' ' x2.3' I. / •. • � S/2 X• 0.0' X5.6' • . \% \...............;:- • , r*. • X2.4' NI BP'1 X5.6'• .. X00' . \... Pcoc ••. • EASEMENT DEOR SUBSURFACE \ x2.2' STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED x5'6r NITIMEOOFF SURVEY4 YEDENT A7 TME MEEON FR(ORDIMENSICN!SHOWN HEREON FROM THE STRUCTURES TO ME PURPOSEv llO ESAREDORE EFO EC PURPOSE MO USE AND THEREFORE ME NOT INTENDED TO GUIDE NE ERECTOR OF FENCES RETAINING WALLS.POOLS PATO PLANTING • AREA.A0017,0 9 TO BUILDINGS AND MY OTHER CONSTRUCTOR UNAUTHORIZED ALTERATON OR MORTON 0' X3.8' SECTIONTO THISSURVEY OFIS A NE W TION YORKBTA E EDUCATION LAW COPIES OF MIS SURVEY MAP NOT SEARING ME LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED • TO BE A VALID TILE COPY 1 CERTFlCATONS INDICATED RERd1 BHAIl RUN ONLYTO ME PERSON`S?7 FOR NHOM ME SURYTY' 15 PREPARED AND DN HI9 BEHALF TOME TITLE CCNPARV,GOVERNMENTAL AGENCY AND LENDING IN 5 TI TU nos USTED TO ME ASSIGNEES OFMELENDNGS'S- TUTON CERTFlCATONS ARE NOTTNAVSFERAE LE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT1 OWNERS xo.o' CERTIFIED TO:PRINCIPI• BROADWAY ABSTRACT ' MADISON REALTY CAPITAL,L.P. 4.0.4 • X6 o FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YOR.0 x00, x21 JOB NO. 2004-488 11 MAP NO, FILED: REVISIONS: X1.1' ADD ELEVS. FOR PERMIT 1/29/05 LOC. NEW FOUNDATION 4/28/05 • COMPUTE LOT COVERAGES 4/11/06 • • UPDATE&PLOT ELEVS IN BASIN 44 6/06 J UPDATE SURVEY 5/16/06 SOUNDINGS NOTED THUSLY X 6.0' ARE WATER DEPTHS ADD PROPOSED DRAINAGE&PUMP OUT FACILITY 7/24/06 AS REFERENCED TO LOW TIDE ELEVATION OF APRIL 26,2006 RECALC ELEVS&BASIN ELEVS DERIVED FROM ACTUAL BOTTOM OF BASIN ELEVATIONS TAKEN TO ACTUAL WATER DEPTHS 7/24/06 AT 11:00 AM ON APRIL 26,2006 UPDATE&RECERTIFY 6/28/07 LOW TIDE OF APRIL 26,2006:+1-EL.:-0.3'+1-4:30 AM UNDER CONSTRUCTION 12/20/07 HIGH TIDE OF APRIL 26,2006:+1-EL:2.6'+/-10:40 AM REM. PORTABLE TOILETS,LABEL EXIST. FIN.FLOOR ELEVATION 1/14/2008 LICENSE NO. 050363 LOT AREA:131,062 SQ.FT.=3.009 ACRES CURRENT ING:M-PROPERTY SNENTIRELIYLOCATEDIMARINE II NFFLOOD ZONE AE(EL8) HANDS ON SURVEYING q AS DETERMINED FROM THE FLOOD INSURANCE RATE MAPS 26 SILVER BROOK DRIVE R (FIRM)PANEL#36103C0159 EFFECTIVE DATE MAY 4,1998 FLANDERS, NEW YORK � E 11901 ,, ELEVATIONS SHOWN HEREON ARE REFERENCED TO NGVD 1929 DATUM TEL:(631)-369-8312-FAX:(631)-369-8313 AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENT. • MARTIN D.HAND L.S •„ I 41, s t r :i'! 1 3 ril I , „....„-- , -- --,„--- ____-- : :.-61 \ EF:MAIN ROAD (STATE ROUTE 25) — — — i NYT SSI - -. i — — � 6a15 lAtIR _ _ - - - - - - - - - -OVERHEN7 — — -- UTILITY — � :a { --- __ - _ — , -- --- --____-- --- __ .._ .' _ __ _ ______77,_ _ ___ _ _ ,__ ____.„ - - — — U/GTL . MA KOUT — — --- POLE . ,,, UTILITY S89 52 .... E _ POLI......... 98.42' op1,2p,� GONGRE E BLOCK YAIALL 69 tn I TY1: 12.5' 15/Al:5.7' W �� V 'ill . imummil >"I _ O ? I Ii 151A1:'1.4' I— O � ' W 11 1 u) oz 1 —1Z o X o � I ~ P=L1 o � eto `� LU z o , . o STONE DizlVlAlYCD a CO (,,,,)z ki If6 0 ,-, .' LE 2 7, (!_'i OP .JI I> .=:=1:i _9O \ ___ _ 0 . 0 ... __ _ __ _. Z F. : ._ _ +12.4 w w._ I M co I � i Ce O o I I 1 EX RAMP I COVERED z ENTRY I +11.5 1 "MMEIMMIIM 1 T1N: 12.5'I � z• Sw:a.5' +12.0 EX RAMP y a• . M .i,3, 4- _, *. o 1 WJ• � Z3 � ELEGD W• 0 ui vn M T 2 STORY FRAME BUILDING I a � � .. W. . UM Q F-• c-i m UTIL - FIN.FLOOR = EL. 14.5' w U,. POLEI - +11 .1 \ „. BRICK in G M. ��pF NEW yO I �—, I �C�o , < � �b �' .;. tov •�::rr e Z PARKING ,, c ,/ ..L5F::ko Ii - - _ +�f.4 ,, ,.' ;{-, �f[ 953►/ \�G l�li 0.1%Milieliti `� � %�XISTING /PROJECT-NO: DAG fram--rw-.77.9-i:sTOi�Yi� M i3UILDING / �� � �■ �� DRAWN BY: UThllT 2nd FLOOR DG�G 011 �E: 1�,,� � CHECKED BY: NS +14.5 iri, � ri■r, I DATE: "illiVilirill•.. _ . 9- 28-11 I ill I lid ---miowni ��_ SCALE: /8 — 1 - 0 I IAS SHEET TITLE: I — — DECK 1 145+ +10.5 +F0.5 ENLARGED NENDECKh -r w I n T��3L�GHD. SITE PLAN UF' EL.: 10.0' • • • • •_•_• •_•_ • •_• • •_• • •_•_•_• 41 • • • • • RAMP FL L ATI DO K I _ = SHEET NO: I I I ..< E -Ai P., Ce _11 i tri DoT � s I N IS a�— i �Ni 7 � #00 Ir.�% • - \,:,,.„..---...- - . Li 4•#/##° <40\ 4-41h ///\ „I„\.:). N�, "4 /N i4- MASHAMOMUCK POND - os- ` !� 04 ;�'4'-„ ,r . ARPCN0 / \ -k5' DR ` E````li °\ N - - / * Ile 1111 0 /, // - _ � _ ,S * S� ° np OLD MAIN ROAD - '� / SOUTHOLD BAY 4 PROJECT sq::-... - ei• j . . - LOCATION, .. .. .. . . . . . pOko BELGIUM 8L CURB pMb �a r •GRASS .0: f7f; \e5 ` LOCATION MAP // / 'Ii,N 9 GRASS d'�ME1ER FLAG POLE / SDI 2 ASPHALT ` �' • -- j/14 1'—600 Ii APRON S .,.,i Y HISTCRICdtSIN �, ei d/��0 �p o 2P` \1 DRBPrINN%�EET CROP_mai RON° . 40 \ T 57' ' @� 25t�' v i MAIN Ro�E2 r -0',.. s r� \i • r - „ie- .\ ' EXISTING SEPTIC SYSTEM --- 1 r -•11":111:- �• , (STATE ---' ' anga :�--- /`\ . . . — . . . — . . . — . . . — . . . — . . . — . . . _ . ! — , . . tp'WAIERtwINIAPPR[P� r-ten. • :‘___________l::---'-..___ EL6.7' - ... _ . 10',VPTER MAIN.MARK pUi ---�. I J . . . --^ rn ----n - - < ,E•PB.4' TG H'S i &lav�YE�_=,n�o , n D/LIEL JELL"DI _40001 EPBT ---Hzo VALVE �� SL— 4• :1 ,----Ti,.,. r 1 \ MP IfM PHA' S ? 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N E1122 r ad21' �pp,t211410 w EL83 Z C-- l Ett7Y\\ ., E1a2r° _} j eX cl 1 ° eX EL:t2r am g s, I c' 0., 0_, J o 1.3 0 13<t `0.'m r t Cn w c..5i EL 91. 0 BAH 1 �_ —' .. 0 1 p - oa z' fldo' o / 0.4' rn r ' Ett7S' I oEutr Eben aa2,q' / EXISTING DRYWEL S PROPOSED 6'WIDE WALK 36" EX.BULKHEAD TO Lig METER 10'0 X 4'DEEP REMAIN IN PLACE EXISTING DRYWELLS r.'..'"^'i1 --.TEA — ^ TYP.OF 8 Eur , i1r~ I,SLATE— — -•Cllr" 143 .32 a i '—rti x- 10'0 X 6'DEEP N e — — ,Ni �� PROPOSED REPLACEMENT BULKHEAD 8"XB"CCA TYP.OF6 i 4B,T 36,t "`� 'e6 LIST 3.5'HIGHERTHENEXISTING WHALER f.S>0 :y r VOID 7,4' EL lb % TOP OF NEW BULKHEAD-EL.+11.1' , T;951 rim! 2 STORY FRAME BUILDING ° IR?' = , 0.1Q1 #4q ' BACKFILL WITH CRUSHED STONE EX.GRADE BLDG, I FIN.FLOOR EL. 14.5 4.4' E '` 7,4 I ; : iv I 1,-' [IV TOP OF EX.BULKHEAD-EL.+7.6.* `: ` •; '+ '` ��--- PROPOSED 6'WIDE WALKWAY ��' •r 1 1"X16' 221' (Lfl.4' `:',,I I { TIE ROD GT' — — — — 111111 PROPOSED 153 L+�.BULKHEAD G:,,:- (2)6'O.C. 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A N i..., SCALE: 1/4" = 1' -0" r REVISIONS: May 23,2012 m DAT . ADJACENT PROPERTY Sept. 17,2012 SCTM # 1000-56-07-02 RESUBMIT-SITE PLAN PROPERTY: 64300 Route 25 APPROVAL ADDRESS Greenport, NY 11944 March 20,2013 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER WATER: 57,885 SQ FT — T ___- - _ , ` ; �� ZONING: M-II t \.\ SURVEYOR: Hands on Surveying i �` � 26 Silver Brook Drive / / Flanders, New York 1190112=3 ix \ ` ZONING LICENSE# 050363 Et Q / AC B DATED 6/22/11 O '- / �� \ �- ZONING `� 0,\ ,10UILDING/ .........2 I �` \lo\ #,V �� AREA: PRINCIPLE BUILDING Lli / 1000-56-04-20.1 �� ��` ' u) a Z First Floor: 5,656 SQ. FT. Second Floor: 3,333 -SQ. FT. JEAN & THOMAS I 1000-56-04-24 ACCESSORY BUILDING: Z , WELLS ) EDWIN TUCCIO � �\ \� ► ' / _ PATTERSON 1000-56-04-22 \\\ \ . ; First Floor: 330 SQ. FT. / 1000-56-04-19 8.5 1000-5s-04-2 O �.w�; / OWNER / RICHARD EHRUCH \` JOSEPH da�. I �--�( FIRST FLOOR DECKS: 2,390 SQ. FT. J� U \ V ER7�Mff4Nl ; RAISED TERRACES : 743 SQ. FT. / ' �- I10 to LOT: CI Z CI Z / 2.5 i I I 1000-56-04-21� I VACANT ,,- , COVERAGE BUILDABLE LAND AREA: 84,556 SQ. FT. OWNER ._ , BuslN�ss 'tel - \,-.10/. \\\ ,7,- -.- 1 \ 9119 SQ. FT.! 84,556 SQ. FT. = 10.78% I c2V I / t �-- ______/ 1/1 ZONING /� VACANT` ''- j 10.7% ACTUAL / 20% MAX. ALLOWABLE ,1000-56,04-20.2 I j 1000-56-07-5\ \ 1 ,/ / 64155 MAIN RD LLQ/ I ' M I I PRINCIPI PROPS LLC % \ I PARKING: 27,969 SQ FT/ 84,556 SQ. FT. = 33% LOT COVERAGEVACANT11' , ' 1�CU �\ �/ LANDSCAPING: 47,372 SQ FT/84 556 SQ. FT. = 56% % LOT Z In •'' ----------- - 1 BUSINESS I VACANT I 5 ♦/ ZONING - :<14' ''4C! 4� ,� Q O COVERAGE a '�',c` _ CURB CUR ' 2 - I �,4 - �-_ CUT UT CURB CUR ,/ O P` ♦ C / - _.•.__...__•.. Cl)_ UT�(`UT / c . R 4O RESIDENCE I �,e I � r - `l) __ IN AD 1000-5s-07-� -! I) rla \\ \ �O �� /� -/ I HURRAY WEITMAN L�i�/ �� I, .�Ir-- \11.__.... , _ • o 7.0 - r,. i;a 4 CURB / 000-56-07-6 1 lull' i g - 1 HASH MOMUCN ��T -- - BERNADETT I ��,\ �, lull' MAY 2 2.2013 ;' ZONING BU (NESS 7.0 ,CURB �Ut •'S LARSSON 0 POND ....7., CUT \ 1 \ 0 NG ; I `�� LOCATION MAP :_.m , - t- i ..----> I .� �C111�ING �A� 7/ - -f 1 > ems" ' i cc / �/ I .;:.:,r: 000-56�-07-8 RESIDENCE I 111 1O �� / 1000-56-07-1 ���-1- „ '__ \ BARINKO do ARIDA 1i ITE (� / / GOLDSMITHS \ `' -c- ---,• . 0 6- 4 i MRVIICA I SS /, BOAT SHOP \ ,�� • R/C�P PR�'S�LL I Z O /'6.5 �� AJf✓MAP �002561 I w pD .4- �• • N� \I / R EIS Y 1 _ I I NDFtA�LRD W 0. 5- i' �� L.II / �� g �R /% -��000 5s-07-9 I �DNG1ST ' ' 25Ce M z� I f ( E •GREENT JOHN doCYNTHIAIIM� �� �' W7.0 / FORMA ON) YOUNG I �J��� I \ Iix ������ ___ , 1cao�d m ; W5' I I 0 N.i � `I 'I RESIDENC 1 DRIVE J ) A \ .. . 1 _ _ � \ � 7,, :\: \‘‘ \,ARINA � I (AMIELA KATZER I I �� , \10 :ceNB\ \ \. \\N\ ' twal[A, /Adi I1100-56-07-10 RESIDENCE1I �� i� , \ \ \\, \\ \ I }S( V Ind �' / \ C:3 I \ ;\ ,\ 0\ I 1 0/ \I N. ..."..........j \ , '‘ *i:' \ V \ 4.5 , ''' \ t. ' '‘ \ ,,/ I ' 1 BLUE M= \\ \ \\ .. \ \ : \ \, \. \ otS z• ,\ N 1t � I � _ RIV ,.. r8: 4- 1 A „ .-+,/ ' ,I , �0`1 CHEkKL,JOCH2 l y Q. Aiii I / Jg. YM • �-- I III ' ' RESIDENCE 1 � 1 a o ` 5 �,- k , , RESIDENCE,I I (/ 1 SITE P LAN INDEX V °w F. '” ,���_ ,-,_?__V \ #, ...',...w......... ........- ) � - ,� \\ 1 SP 1 KEY PLAN, 100th scale w• E < 2 u. 1 / a � c� , SP 2 SITE PLAN, 40th scale w. N 1 1000-56-07-19__\- 1 \ I M \ i CLIFFORD & EUNCE BENFlELD co ' I , 1 SP 3 ENLARGED SITE PLAN NORTH, 20th scale• a M tn ,� _ _ lASP 4 ENLARGED SITE PLAN SOUTH 20th scale ) \ \ _ -- _ 11 , 7 SP 5 ENLARGED SITE PLAN - LANDSCAPE & LIGHTING �' :it Aa; __ SP 6 SECTION THRU MARINA BASIN / ---________-_ BEGA 1 SITE LIGHTING PLAN �/ - - ------- BEGA 2 SITE LIGHTING PLAN \ \ I / ' BEGA 3 SITE LIGHTING PLAN / 200 FT SETBACK / 1 SANITARY PLAN \ \ FROM PROJECT SITE 2 SANITARY PROFILES of NEw)1 ( SOUTHOLD BAY 500 FT SETBACK �sP sTFF �� \ \ FROM PROJECT SITE C-1 DOT SITE PLAN 4' <i,., , ► EE ENLARGED SITE -- � 5,� PLAN SHEET # SP 2 C- DOT GRADING & DRAINAGE PLAN �� ai" �z *'i __ C-3 DOT CONSTRUCTION DETAILS /�r y , — �— / SWPPP 1 SWPPP OVERALL SITE PLAN Y� 17,,,3 C__11--- --\---- -------------r / SWPPP 2 SWPPP DETAILS & NOTES 2 ciS/F0 `QR+�/ �' 1 FIRST FLOOR PLAN - RESTAURANT s. ,c-, r-J \ K Ey LAN / 2 SECOND FLOOR PLAN, BASEMENT PLAN - RESTAURANT ROJECT / 3 BUILDING ELEVATIONS - RESTAURANT 1110 SCALE: 1" = 100'-0" / 4 FLOOR PLANS & ELEVATIONS - DOCK MASTERS BUILDING DRAWN BY: UT \ / CHECKED BY: \ / NS / DATE: March 2, 2012 \ / / THE UNDERSIGNED,PURSUANT TO SOUTHOLD TOWN CODE SECTION SCALE: / 100-254(1),ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN 1" = 100'-0" APPROVAL SET FORTH IN THE RESOLUTION OF APPROVAL DATED 4/24/20/4 ARE ACCEPTED(SEE CONDITIONS ON RESOLUTION), SHEET TITLE: PLEASE PRINT NAME Ifit7 N 'Q f- (C Q.t— �_ 6,.., .A., /- Sl y' AU IOR1ZED SIGNATURE TITLE DATE KEY PLAN APPROVED 13 — TOWN OF SOUTHOLD PLANNING BOARD , (--..6,1404A C.3tacj. CHAIRPERSON SIGNATURE DATE SHEET NO.: NOTE:The approved site development plan shall be valid for a period of eighteen(18) months from the date of approval as per code section 100-255. 8 0 SITE PLAN APPROVAL � - REVISIONS: OVERHEAD siTE ATAMay 23, 2012 LIGHT FIXTURE LEGEND WIRES �,I ,X ADJACENT PROPERTY July 9,2012 SCTM # 1000-56-07-02 BOAT YARD NOTE: THE SEPTIC SYSTEM WILL BE EXISLITM ,.. PROPERTY: 64300 Route 25 Aug 2Z 2012 PUMPED OUT TWICE A YEAR, ONCE IN MAY POLE ADDRESS Green SANITARY SYSTEM REV AND ONCE IN OCTOBER, THIS PUMP-OUT . - /- PDQ, NY 11944 AUG 28, 2012 t � � REQUIREMENT IS REQUIRED EVERY YEAR =' -1L-----'``t` '�,,, OWNER: MILL CREEK PARTNERS, LLC Dec 6 201 RD RELOCATED gli t 4� =" a___-, DEAD END ACCESS ROAD immaimmun- B / / ; s- SITE: 142,441 SQ.FT. = 3.27 ACRES Jan 22,2013 41164,11111 E3 .err:+rrrr. r�.�...r.i-.r...rrr s / i :,61 LAND UNDER Jan RE29,2013VISED ARKING "' "�"" � /�o� , WATER: 57,885 SQ FT REVISED LIGHTING ;/� :'� ' e March 20 2013 ,,� " 'e,��d J ZONING: M-II REVISED-CONDITIONS MAY 21. 2013 41) MT �� �y, b SURVEYOR: Hands on Surveying r7°' ./'IA� 26SilverBrookDrive •�ASNTI�fAIp ovERH£AD -'�""•'° '�"°�" ilk UTILITY - _ // \ ---6 Flanders, New York 11901 WIRES ,/' j , %;_ LICENSE#050363 D EXISTING UTILITY -�' 11 Q , POLE NYr-651 N IX "A" CEILING MOUNTED "�" CEILING MOUNTED MAIN N°"' `" - ,. A�,`E�� •9�' ` ` w DATED 6/22/11 0 EXISTING CONCRETE WALL RDA MAI. - 6�OTtO`, woODED,4etJ,� ; TO BE REMOVED PROVIDE CUTE 251 N T vi. ORNAMENTAL LIGHTS, DOWN LIGHTS NEW STONE VENEER MALL o R 1 ',,, .;- PEDESTRIAN (STATE 0 uARD F 151GN EDGE OF ` 1 :' ' \ 100 Watts, BEGA 7g72 MH, 50 Watts, BEGA 1224.560, GVERHEAD WIRES _ � - `I N ___ ,H LAN.1:51 ARC2 LIMIT OF,, PARKING REQUIREMENTS O 4:c g500 LUMENS, II FT HT, g35 LUMENS, 10 FT HT, SUNSET u � _____ .VALVE _— _ ce . -' , 1 1 RESH�VATE,R WETLAj�CDS AS — oma — EXISTING RESTAURANT: I"'_ W SUNSET TO CLOSING TIME --it ,�-. _�� :•°522'..• •'0 r�' c.,,Rs SCEs 're DEL1N ,°iTE� BY SU FOLK TO CLOSING TIME � jowl' cum - .. -L'GMLEARI�NC9 ENVII OT MENTAL G RSULTING, e 1 SPACE PER 3 SEATS OR 1 SPACE PER 100 SF OF FLOOR Cl) Z EXISTING UTILITY POLE NYr-6.50 o IIIII C------14:40- 4/I f1/©6 AND RIFIED''ON so R� �' `, sr23/II ; �' AREA WHICHEVER IS GREATER Z N ' )-Q LOADING �� �6GTRICR,.,E , _ NEw GRAVEL\ 1 1 EXISTINR WATER- r bz w AREA BLUESTONE DRIVEWAY \\ i 1 „ \Aillku O OS 25' TIE V DRIVEWAY = ` , ; II e r TOTAL SEATS CALCULATION:III 5 °mac" iri _ '����•� ;- � - • _ --, ';1; ' ARE O C1-IA AD INTERIOR 180 SEATS = 60 SPACES AIL - INS DUMPSTER LOCATION �� � GTRIG � , �� � „'} , FastioAlikik.. WITH bFT HIGHr ', ILI��LINES• � 1 +` i , Q PRIVACY FENCE / --�� I TJEiV` \ ; �. — z fr.7. �j�G°`iE '�I� 4 I TIMBER , CATION10 ..-STONE VENEER WALL „ , PLANTER NEW ENTRY 1 \ CURB l! \ ' FOOTAGE CALCULATION: r FIRST FLOOR PUBLIC AREAS: 3,1 7 SF/ 100 = 31.17 SPACES C A • �, c,vCRo, X11 � I � ; \,'” ,� ; CI Z ��- �� • `` ` 1 SECOND FLOOR PUBLIC AREA: 2,509 SF / 100 = 25.09 SPACES Q NEW UNDERGROUND . , .,..-. ELECTRIC AND UTILITY EXISTING .• , ; 1 10 1 \` LINES j ,�� �� 11 TOTAL 56.25 SPACES 13wr , ' LIMIT F �.• NEW ELEG METERS a'+ 1 ^ - -C :NS1 '' \'. IFRESHWATER ` 10 i\� ON BUILDING FADE BUILDING IIIi-- \ 1 WE71MS 1 \ �^\ Z Ex15T7NG UTILITY POC£ Wuli■ ( STAURANT) I '; ' 1 \ '` I ; + ; THE TOTAL NUMBER OF PARKING SPACES IS GREATER WHEN II II I I it ' TO BE REMOVED ,1 • PIN 1=IRST FLOOR•EL.res 1 /' ', 1 \ i � ..'`sA `, � ; < Ltj G WALL MOUNTED D WALL MOUNTED EXISTING BANK OF , •° BASEMENT SLAB•a poa FLOO• ; ELEC.METERS TO FLOOD ZONE L,� raw 1 1 1 y THE CALCULATION IS BASED ON THE TOTAL NUMBER OF _�_ _ZONEX •. --'11 GRAV£L 1\\ SEATS, THEREFORE 60 SPACES WOULD BE REQUIRED: , , __w� ' co Lii ORNAMENTAL. LIGHTS, SECURITY LIGHTS, REMOVED _ �I�"' NEW oIL. .�- I EXISTING POST t RAIL DECK • '_ PLANTER �,� BLUESTONE O 1 1 DRIVENAY i ' 1 ' i z '`60 Watts, BEGA 6320.538, I50 Watts, BEGA 1460.555, i FENCE I I • 6 J 4Gi+��acDWRIAY tt a % ig<TEOF \ -�=.1 ` ! EXISTINGVING 1 t It-1' II 850 LUMENS, ' FT HT, SUNSET 2400 LUMENS, 10 FT HT, ON 1 AGGEssNE`--RAMP, - i- . :� ' • • • •= FLOOP �"'�"� .01..y.-. '' `7" Iwo 701! ♦y a MARINA: ¢ 1` , f) r :1 r O TO CLOSING TIME AS REQUIRED DURING OPEN STAIRS a DECK = �' - AE(ELT) \ �' '_ ;► \ ; �• RF�aY �, ., ,J13 I� i • III®, WooDWALKru+Y �� 6=>_ IIS D- - ; 1 SPACE PER BOAT SLIP IL I +� HOURS I 'illllll I 1 -� r rn_�ao NEW FLOAT! .:'�! c:a��,aalcA� llllEfllllpJr�! POLE L = I _ I ; \ 50 BOAT SLIPS50 SPACES " NEW FLOATING ® 22 w trial � ` I -_ ' 1 1 I ::, � « DOCK W/LOW ' O + - SILL BULKHEAD 111'l' 2-10'SLIPS 2-10'SLIPS I 1 ! I YpRv ` 1 ♦ \ -_ .-:' y . EXISTING UTILITY ® w TER MEAMH lip `` 'frownwratia �,, ` TOTAL PARKING SPACES REQUIRED: 110 SPACES W/ 5 HC > h- POLE NYT-8505 q® , , © �� 1i �I � 7A\ /' / 1 0 �:: / ��■ \�''`' NEW V ,� / ACCESSIBLE �' , , EXISTING BANII TO REMAIN-NON INDIGENOUS 'i 25 1 NEW „, +”, 1, \ O I / 1 TOTAL PARKING SPACES PROVIDED: 123 SPACES w/ 5 HC MATERIAL YLE., BRICKS)TO BE REMOVED, I I 2-1O'SLIPS • O r 1DR"�` ! /II �` , TA?S�f�iAP # 1000-56-07-4:, 0 PLANT DISTURBED AREAS WITH AMERICAN 1 I I •PV-6• 2-13.5 SLIPS 1 1 I 1 f / _-�` , 1\ ('� __ / _ -SOPERTY LEASED BY MILL ., ...; BEACH GRAS$(AS PER DEG REQUIREMENTS) I _ 4. i 1i , 1 1 ♦ ACCESSIBLE W a. I \:.I*" E: MEAN HIGH MARK ---J 27 O• r 1� 1 \I 1 TREES, , / 1 WATER I, 1 '� 1 `_-_1 ' 777 ; 1 ..0---..:.. J GREEK PARTNERS 5/1/12 Z FOR BOAT SLIPS k �, i i O �'�� �Qj .i 1 i (SEE LEASE AGREEMENT W fb DDI 1 1 2-13 5' J l__. �-- " ► / TI OVAL I NFORMA O �/ (ft!,i! Ex r 4. I1 GOLDSMITHS BOATSH�YINC. - I1 Ij I- 7__ S © PS; I ATL:01110‘ ' 7 NEW• -. _. z 8 _ llaRLY OF \ I.I.' SLIP11 6VRAVF1j A T N-13 5 SLI � DRavewAY LAND NOW OR FORME b � o I —� . EXISTING • �-- 1 , �� ( t MARINA: ,_ , -----i t 1 ■ HEW 1 �� PRINCIP,PROPSLLc (6) 18.5' WIDE SLIPS 1 OVERHEAD WIRES 4 Z • DOCKS TO 17 1 ; Ai GUARD 1 ':�_ % -LI T OF i` \ `, 1\ FLOOD ZONE Q 2-10'SLIPS BE REMOVED —�11 ;A TRAIL!R; i; 1 �; Nb 1 I `•` +\ \ , j/ /� LINE I ' 1 # 1 p; 1 ' t� ; (16) 13.5 WIDE SLIPS IIT DECK RAILING "F" WALKWAY LIGHTS, \� _° ' �__-� 3�_ 1s �I '1'' e� 1 ' ; '` ` 28 10.0'WIDE SLIPSFilm F 1 NEW PILINGS 2-13,5'-SUP_S-i L 1 a '� FREsHwATER \ ; ( ) LIGHTS, 2W, LUMASGAPES LS37ILED `\ TOP OF BANK I If i 31 15 -- •i I �t \\ 't �. I -' 1 SO Watts SEGA 4443P BOULEVARD, ` XISTING NATIVE SALT 12-10 SLIPS NEW FLOATING —V \ 0 + j" �' 1 i EXISTING BOAT SLIPS: 50 SLIPS 3 FT HT / 86 LUMENS 2 FT HT SUNSET €MARSH VEGETATION i +1 ___ ® DocK wr Low 1 1\ I,,�'—' i ? PROPOSED BOAT SLIPS: 50 SLIPS 7000 LUMENS, AL�PI6 THE BULKHEADS SILL BIA.KHEAD �." �. / TO CLOSING TIME \ TO REMAIN II EXISTING.NATIVE SALT I .®ficlisitiiilaj /\'SUNSET TO CLOSING TIME I ¢ I ® MARSH VEGETATION - 3.5`SCIPS`1111 ' - _/ NOTE. PORTABLE PUMP-OUT STATION WILL BE AVAILABLE 1 1 2-10'SLIPS • ALONG THEBULKHEADS it 1 � 1MATCH LINESEE SHEET SP`s TOREMAIN /J ... �. =` 1� • k i MATCH LINE SEE SHEET SP 3 ON-SITE FOR ALL VESSELS HARBORED IN THE MARINA. cal Z• MATCH LINE SEE SHEET SP 4\\ I I O •'�'�"Ee�� 1 1' VII11; I 1 ii EXISTING UTILITY \ I • EXISTING Eng • I 1 �' EXISTI .''; PROP• Q'', NEW / I MATCH LINE SEE SHEET SP 4 I IPOLE SIING L35c I 35 REMAIN-NON 12 0 ' '----- 1011111111111114111111111111 umw._ �-W DOCK M,q- THIS CONDITION SHALL BE FULFILLED BY KEEPING AN !I FLOOD�1 FLOOD 11 I i 2-10'SLIPS • INDIGENous►rP TERIAL --- ll , �. ur r ACTIVITY AND MAINTENANCE LOG FOR THE PORTABLE (I E., BRICKS)7o BE . 2-13.5'SLIPS i i ; 1 � ` BUILDING ) Q• '? \ ZONE X ; I _-- 3s REMOVED,PLANT 11 , ' `, ' p^ .- ZONE LINE / �I . DISTURBED AREAS WITH O , t i `, '`, PR0,1'OSD BOAT ��, PUMP-OUT J �. �[ n EXISTING �� II I AMERICAN BEACH II I ' YAI� -- 1 VTREMAIN i 25 It I 37 GRASS(AS PER DEG . el t .�' � `',1 '` YA� (Igor--_ of .' \ ° ° M�. gli , 6 • ♦ �' • • SIDE Y RD � 2-10'SLIPS • REQUIREMENTS) L-- .ni.w�- ;�L�D� ' AAA 1 �, � \ w "'I !C DRAINAGE CALCULATIONS: IL FLOOD ZONE AE (ELI) / sETBA K1 ® 10 I �� 1 �' ,� boats and trlatlers) b z a MEAN HIGH WATER • NEW DOCK ACCESS- • 2-13.5'SLIPS 1 ..A., ROOF = z u. �,, - , , 1 \ ``, (DW) STRUCTURE ENTRY DRIVEWAY w•• w in MARK' I) - 3g RAMP! DECK O PC£ 6 ty ; l \ i \ ROOF Q N [-i--710'SLIPS —NEW PILINGS ; ' LIGHTVW" NEYI 00 AREA. w nii) Eri I' DILAPIDATED POST! I ' —�ti ,PtDE 6RAVIEI. 1 I RAILFENCE !; 40 �___ �I1 ,�II� �� _ Y DRY WELL AREA x RAINFALL x RUNOFF FACTOR _ EXISTING BANK TO REMAIN-NON I LI illi NEWFLOATING ® 1 1 ■ 1 ; 1 i' '' ‘ \1 DW "A" 6 555 SFX 2 = • ATYP I2-13.5'SLIPSI , ,INIIIIiP , ' L Tof ( ) ( /12 FT.) x 1.0 943 CU. FT. Q F•- C) 4INDIGENOUS MATERIAL(IE., BRICKS)TO I DOCK W/LOW • - BE REMOVED,PLANT DISTURBED AREAS , I I- r • SILL BULKHEAD 1 1! ; '� , ATED , N6 \ IIG II PARKING I NG J1 R� IIHIIAGADE SIGN WITH AMERICAN BEACH GRASS(AS PER ��o s IPs 1 �, - ' ENTRY DRIVEWAY: y. 7-\f�K l-'1 DEC.REQUIREMENTS) / I T 42 6I'-P t �1 ; r ►may , / 1GEXISTING DILAPIDATED ) 1 k . l __3 I ; GRAva , / I' DRY WELL AREA x RAINFALL x RUNOFF FACTOR POLE LIGHTS, LIGHTS, WOOD BULKHEAD TO BE I -- 1 1 DRIYEWAY ; FRESHWATBtI 1' '°�D I Il 2-1o' LII S 11 ;u I+ 1 �>ul "E""� (DW) "A" 10,374 SF x (2/12 FT.) x 0.9 = 1556 CU. FT. 70W SEGA 7gg4MH, 5800 27W, BEGA 22g5P, OVERHEAD WIRES \it I © Ie 1 o I -- 44 ` 1 1, i LUMENS, II FT HT �; I -O - 2-18.5'SUPS 1 i 1 f ► , LANDWARD LIMIT OF T 16 FT HT, SUNSET TO 1800 LUMENS, EXISTING �,�, -- -- -- 1 I , CLOSING TIME SUNSET TO CLOSING TIME UTILITY �� Q 1-1�'sI,IP --- 11 I ' I FRESHWATER WETLANDS AS USE: (6) 10' DIAMETER x 6' HIGH POOL 1' I DELINEATED BY SUFFOLK I (6) 10'X 6' STORM DRAIN RING =2463 CU. FT. ��of NEW yp Cry I I ' v 1 1 • EXISTING �l New ENVIRONMENTAL CONSULTING, .�P S EXISTING NATIVE SALT I _���FLonnNb • TIMBERial USE: (8) 10' DIAMETER x 4'HIGH POOL `��" TFF 'f DOCKS TO 1 r, n/� ; ;' IMG. 4/12/06 AND VERIFIED ON :41l,�MARSH VEGETATION _ _J • 6 ALONGTHEBULKHEADSo / y.10'__ T- 'O`ED _ 1 1! 1 1"„ ARDRAIL / 1 5/23/11 ",,\ (8) 10'X 4' STORM DRAIN RING=2189 CU. FT. s�.Ii► TO REMAIN ` SL1F'S '•1 45 ® r- _1 It ) �, ilJlV ! > �,1 �' 2-18.5'SGPS 1 �I II z� tom AMERJPLANTIGA'BE • PROVIDED REQUIREDI k a 21 1 SHENA-VOAH SWITCH GRASS z-10' l�;• 47 �XI5TIN6II \ I xP �,, 4652 CU. FT. > 2499 CU. FT.NtARINA3 LIGHTIWO / rl'`LIPS 48O ��� FIXTURE 11 * ',�', 1 1 �•6' ; 1 (DW) "B" DRIVEWAY PARKING AREAo 79- �\�v BOAT y 1-10' 49 I ; ' / JG B 0 DILAPIDATED LIP 5L PLANTINGS, 2 --�, f 1I I 'i I DRY WELL AREA x RAINFALL x RUNOFF FACTOR , __� O I DW "B" 46,586 = ��� WOOD BULKHEAD � AMERICAN BEACH! `�`> �,i ' FT.) 6o LARGE ORNA 2-18.5'SLIPS Il ��d / % ,„ (DW) SFX (2/12 x 1.0 7765 CU. FT. �RVJ ' NO: _NEW FLOATING sero . S, 11 1 r'"O'I TOP of I USE: 10' DIAMETER x 114 HIGH POOL, OR , DOCK NV LOW /,// 7;;;z GRASSES , �', ' ;',��! BANK ;' 1110 SILL BULKHEAD OC W/ALai / ; , r' I I ` USE: (21) 10' DIAMETER x 4'HIGH POOL SILL BULKHEAD J ii; ` _ ����-�;'� ' j I s, i \ (21) 10 X 4' STORM DRAIN RING =5747 CU. FT. DRAWN BY: . c c �' R�__ is ' ' bo FT nle , �, \, I` \ USE: (21) 10' DIAMETER SOLID WALL DOMES UT .0111_ 118____ .11111111-'''' _ % �' -____,_, - �' A EOG£ (21) 10' SOLID WALL DOMES= 2282 CU. FT. CHECKED BY: II I II DRIVEWAY "J" WALKWAY �'' 4' i o ° '' EXIsrIN -- \ PROVIDED REQUIRED NS a EDGE OF WATER ;I �" �- o - DATE: BOLLARD LIGHTS, MEAN HIGH WATER 1 i 1 ) TOP q i FLOOD ZONE . BOLLARD LIGHTS, MARK % IIt I it LIQ 8029 CU. FT. > 7765 CU. FT. Iq W, BEGA 7762 LED, Ig W, BEGA 7762 LED, 11 �` K AVB 1 1 ' '" /) , APPROVED BY March 2, 2012 EXISTING BANK TO REMAIN-NON II ° (r eVS. .FACE rl�v�F-J DEAD END F'RE APP°J2i"15 \ CUT & FILL NdI ' ACCESS ROAD PAVING- 272 LUMENS, 3 FT HT, SUNSET 272 LUMENS, 3 FT HT, SUNSET INDIGENOUS MATERIAL(IE., BRICKS) II 1 ; FLooD ' GRAVEL,_ �� REARING GRAVEL BASE WITH roP501L SCALE: TO BE REMOVED,PLANT DISTURBED , 1, / ' / PLANNING Q OA R D TO CLOSING TIME TO CLOSING TIME AREAS WITH AMERICAN BEACH GRASS I `? 6RA �. ZONE sem"-'E-`�� t i "�"G" I� SURFACE A"°PLANTINGS (As PER DEC REQUIREMENTS) `` PICNIC A -= 6-_-------- `+' + \ CUT = 690 cubic yards = ' ----505i10 --- •• •••• m•;,; •..• OF BANK Y TOWN OF SOUTHOLD 1.. 40'-0.. •. ' FILL = 279 cubic yardsSHEET TITLE: NEW LOW SILL I !L 1 SIDE YRRD NEVI FLOOD ZO - O-- I / - BULKHEAD 1 1 9�i13P 1 .GRAVEL,-.41, VE TOP OF SA1.9cii _' -PLANTINGS.----------------- - ►- % I 1 SURFACE • ] Ar teRraAN erecH• _ - - - -,_` —_ DATE • ,+t • • f`+ • li 'i \‘\ \ '. - - .-__=' SF�N.ANDOAH'SI ITCH GRASS " ----------- -- - -_-_--- , /-,► ,` I\ r b•'.. 0' MEAN HI . l R MARK AS OBSERVED. ,J: ------------4------- ii---:"..-_-------- TOP 4 r 1 0 iw AM t.A - ++ o ;` 1 � ! '`, � t 1 ��� �-�,>�w' '• 2 R=1603.63 L=292.75 • • C • 1 i `\ 1 ,..� 4 (TIE LINE ALONG MEAN HIGH WATER MARK) '" SITE PLAN 0 \' +1 B -`4 o wA ZONING BOARD CONDITIONS: PLANNING BOARD CONDITIONS: 11151.1.1. -- EXISTING NATIVE SALT - -'-�,,IH1di- — tot MARSH VEGETATION ?Ape�- " �II VW �, NEV RIP RAP 1. THE SPECIAL EXCEPTION PERMIT GRANTED HEREIN MAY 1.THE RESTAURANT SHALL NOT BE OPENED FOR BUSINESS ALONG THE BUL.KTo�H M DS II '= 300 'W T 1 IAIN .0 S72 DEAD END FIRE PARKING INVOLVE A CHANGE IN OCCUPANCY OR A CHANGE IN USE ORA UNTIL ALL SITE WORK HAS BEEN COMPLETED TO THE -. AU' R n CHANGE WITHIN A ASSIFICATION OF THE OCCUPANCY. SATISFACTION OF THE PLANNING BOARD ANDA CERTIFICATE moi• PAVING GRAVEL TOTAL 123 THEREFORE AS A NDITION OF APPROVAL THE APPLICANT OF OCCUPANCY HAS BEEN OBTAINED FROM THE BUILDING SHEET NO: Ai- NEW RIP RAP MUST CONTACT T:CACHE": BUILDING DEPARTMENT TO MAKE A DEPARTMENT. "K" WALL MOUNTED "L" SIGN DOWNLIGHTS, SOUTHOLD BAY DETERMINATION THER OR NOT A BUILDING PERMIT IS 2. IF THE APPLICANT CANNOT COMPLY WITH THE MINIMUM REQUIRED AND TCHANGES WILL BE NYS CODE COMPLIANT. ON-SITE REQUIREMENT OF 110 PARKING STALLS AS SHOWN ON STEP LIGHTS, 13W, BEGA 22g4P, 2. THE SPECIAL EPTION PERMIT SHALL BE DEEMED VOID IF THE APPROVED SITE PLAN REFERENCED HEREIN, THE 8 [JD 2 3.4W , SEGA 2g15 LED, 525 LUMENS, 7 FT FET, SUNSET THE APPLICANT COT COMPLY WITH THE MINIMUM ON SITE APPLICANT SHALL IMMEDIATELY FILE AN APPLICATION WITH g LUMENS, I FT HT, SUNSET TO TO CLOSING TIME REQUIREMENT OF PARKING STALLS AS CALCULATED INA THE PLANNING BOARD FOR AN AMENDED SITE PLAN APPROVAL CLOSING TIMEPLANNING BOARDMMORANDA DATED SEPTEMBER 13, 2012 TO IDENTIFY ALTERNATIVE PARKING OR SOME SOME OTHER 1=0R ADDITIONAL LIGHTING PLANS SEE SHEETS WRITTENBYBRIAUNNINGS, PLANNER. REMEDY TO THE SITUATION ACCEPTABLE TO THE PLANNING SP3, SP4, SPS, SEGA I SCALE: 1 " = 40'-0" BOARD SITE PLAN APPROVAL • DARK LETTERS ON A REVISIONS: May 23,2012 • LIGHT CONTRASTING -OVERHEAD ADJACENT PROPERTY COLOR BACKGROUND July UTILITY BOAT YARD TWO DOWNLIGHTS WIRES II 1 _ IOx10 TREATED MOOD POST Aug22, 2012 PER SIDE / ,�_ BURFEET ON C1R IED 86"BELOWENTEGRADE SANITARY SYSTEM REV AUG 28 2012 -'' a 8x8 TREATED WOOD RAIL BOAT YARD RELOCATED 8 feet ,4 NorGHED INTO WOOD POST il Dec 6, 2012 DEAD END ACCESS ROAD T Jan 22,2013 fie' EXISTING UTILITY IIS' ���� I_I��"THK REVISED PARKING 6 POLE BLUEsroNE March 20, 2013 l� t'( '' \\ COPING \ Mill Creek o �e� � o FINISHED GRADE '=y��� .Inn PLAN - a €E::1 s"OVERHANG 1 OF SIGN ii ' !I J \ \I O GRAVEL DRAIN IIT: TYPICAL ,i -- \ STONE VENEER �/ 1 r- ‘ _ \` CONCRETE D TO NE= Ce NEW SIGN AT � / 1\ \ 1,, \\\\ \\\\ REINF.GONG.RETAINING RETAINING WALL DRIVEWAY ENTRY 1 ,' \1 9 WALL W�«a. 12"HORIz. O m \ \ t K4• 12"VERT. s. 1 1 �"' 1 1 1 \\ LIQUID APPLIED PI �. ) 1 \ WATERPROOFING O ELEVATION OF 1, ( \\ / Q 1 W ®NEW SIGN PLAN & ELEVATION Gj�• 11 \\ \\\ _ pp EXISTING GRADEM 4 '� 1 8 Z (N.T.S.) ice' �` V i,/ 1� \\\ ttr o31`L ,J 0 OS N'� '\ I O- / ::::: : > �ll° LIPA 853 / �� ,_-' '' / �I ::::€ REINF.GONG.FOOTING w/4 :E: 8'HOOK e 12"oc 9�4 CONT. `I1";_ ,,..-' mum M X96 ,_-'' .1o:g STOPEDRN6"lAY ASPNALTDRN6NAY MALT DRIVINY OVERHEAD _-- - `L'- UTILITY - _ ; -8 0 WIRES /' --- , Q i r, / EXISTING UTILITY ' I 1 8,, --' ®RETAINING WALL DETAIL MAIN R-- -- OAD POLE NYT-551 __ , II , i _ -- U) (N.T.S.) -- - -- LIPA 852 ' ''�-- \� NEW TRENCH '_ �i1519'�, 11 w <EXISTING CONCRETE WALL DRAI , 9o0�`2O `�\ ` WOODED AREA i ; \\`�,\ . ��;� ; TO BE REMOVED PROVIDE 25\ N 6 WZ X NEW STONE VENEER WALL e, NEW ROUE 1 , - \�\ \`�` (;' ,' / 1 \ ��\\ "E�"G°aB Ir b [lssj I • ►_W PEDESTRIAN (STATE AN NEW SIGN - -/ `\ I ; / % -- '�� \\ DRIVEWAY GRADE c� _ r.i Z _ SP3 GUARD .+ci EDGE OF EXISTING \ 1 / i ' / ,'� m 0 ENV"- _ GU / 1 / \ \ o r0a• CLEARING 1 ' , r -'� \`__ --I R�11 c i. �. OVERHEAD WIRES � NEW ENTR'I' G RB -______ I SII LAN1�1�1dAfi�� 1LIMIT OF � ... _ , .o _� — - - — - \ AND APRdN , ` ' 'F.RESt�,IAIATE Y\IETL.A,�!'DS ASc= ,..., - 111 0 Q - - - - - — _ _ .!'.H2O VALVE - - — - — - - - - �� I LIMIT OF ANEW 1 , , / r \�\ ,� o''� .:o: �� Q HYD- - T 5210 n g1-15o voo Z� c. _{.0. ../..) NEW COBELES ONE© CLEARIN67 , D SIN TES BY SU OLK �`, \_____ _ \C-3.)13_ REINFORGEDC.ONG �7s.® C 98 42' `y% Ill , CURB SP3 . I / - FoorING ry 2«4 coNr EXISTING UTILITY �; ; BE EDGE OF \ ENVI 'O1MNTAL. G 1�CSl.�TING, ---_8 POLE NYT-850 ;SI ; -- RA K '� �,,I (G. •/I /O6 AND ERI IE�� OSSONE CURB DETAIL'1111 ■ o o / o Q o a ■ ■ ■ a ■ e ■ a ■ ■ ■ • NJ ccs \ (/ PA \NG \ �� '' Z o ; _ EW ELECTRIC �' < �•, '\� , rJ-yg5/i I I i �,�. III a C ' ; Q LOADING M TER H FRAME c-% \ ` \ , ` `\J ; 1 I 8 Z � I AREA \ I W EXISTING WATER / m z NEW OIL o I 1 , SERVICE I 0 W SLUESTONE ‘ Co \ I ' W �\ ' , \\ 1 NEW 6x10 TIMBER 25' z plill, i__ DRIVEV1AY� NEw �' NEW SHADE \ \ \\` �� \\Q, I 8,'' BURIED 6" r; BGBE OWGRLil ccSIDE YARD UNDERGRO D .FREES I \, N I I ; DRIB ' GRADE ('SETBACK III N, — hx o I ELECTRIC 1 \ 1 �� \\g ; DRYWELLS PITCH DNTOr GATEiia. ,r \ \ AND UTILITY `) I \ �� i\ ) DUMPSTcR LOCATION \ LINES `= '- IRE�4 LEERING iqole lip I IIWITH6FTHIGH i ,� II ' ' \\ ��� ' ;PRI VAGY FENCE i o -- G NEy� ° I111 1, OrOlvt � ` \ \\ �SHCW1� iTG�fED) ,• �1 \\ ' \� r EXISTING SUBGRADE��_ ,hh. _■ •' - �4 COVER• ��� , , \ TIMBER CURB DETAIL NEW STONE VENEER WALL o NTRY 1 1PIJLE� SIGH it\ 1� ` 1OSP3r RAMP RAMP \ ,I-+ \ r (N.T.S.) IFIIXTU,R "G" �\ �, ,.a ;TYP1 NEW UNDERGROUND _ - - / 1 I 1 \ \ \ 1 I ELECTRIC AND UTILITY \ \ l EX T 1 1 \ I r (:111.__ \ AC___: \ LINES -.'''''''':::•••''''''''''.""':-:...::•:-•-•-•.'..----..'-q : , 1 \ I ,,, : : :i :.. . ? ;; .. ` : : ME 'iWil % 1 1 \ \ \\ I F `Y/4 \ \ \ \ I I J • xNEW ELEG METERS • : I $fit \ o ►�.. . .... ........ 1 1 1 � I 1 10 I . ... \ FRESHWATER \ \ , I ; a o M �V LD .NG:. :` — O ON BUILDING FAGS , 1 1 \ \ \ , z }111111) \ WETLANDS \ J• o I • OialiM\ NEW TI MESE 3 , 1 \ ` \ , I � - \ - a z \ I 1 x EXISTING UTILITY POLE1M ;. 1Vl'�.....�.:...::::: .. : .:...::.::. U SP3 1 r I l GRB , I 1 1 \ I � W � � � o TO BE REMOVED \ TAX MAP # 00 -56-01-4.11 i a I O N C� ; ; : ...:._.SIN FIRST-FLOOR. * EI_ :13.5:::..:: .:; :: «< '<::.;:: :: :: I m , 1 1 1 ' o Oil OO ZON li � � I \ 1 , \\ W• i'. v I CCs 1 C M EXISTING BANK OF 5ASEt ENT SLAB: EL 5.�?8. ; ` T / , \� PROPERTY LEASED 5Y MILL- ' v ' H ELEC METERS TO ( FLOOD INE + I ; GREEK S 5 112 ' a,\ ¢ I-• 7 el w OIL PARTNER / / 1 E. 1 \ \ BE REMOVED I r - ZONE X 01111PP. BLUESTONE C 1 1 \ (SEE LEASE AGREEMENT EOR �n• — .:: ::: :::....:.::.::�:::'H.:::::i.....:. ..:...+i.77..,rHE..:i. . II NEW \ \ IPLANTER DRIVE �I�IA, 1 l , EXISTING POST RAIL .::> _ I ?Apr 1 `\ 1 \\ ,FENCE — _�, . .— ,/��/ ii„,,cop \ \ADDITIONAL INFORMATION) \NEW DOCK ���r Ai �" ♦\ \ \... .. ... . FLOOD ZON / Is 'ACCESS - RAMP, ;::»>:` :::. : .:..:::.:: ':::: : :;'`:.: _—� • _ . = ED 1 \) \ \8 \ ............. . -1 \L„....., -ED, DECK I == AE (ELI) �� AGGE551 � DOG< \ . i .. . . 1tipI ACCESS I \ Lr. 111 'AI_A i �»g017/ r L 6—"h 1 �•(I/// • uj11 I f 1 , / \\\\\ \\ \\ QF New 6� „", ',f'�•' NEW FL4 • " fi1G. 2QG - I I� 1 1 i Gy :11:1::"7:4- �� :��r.. 4� G!... dl VIII Ili 1�//� —i_ G , 1 �\ / I \ . �1 ��V1NEw FLOATING 23 22 \ II :I I �' 1 �\ �": ' , g.• z"DOCK W/ LOW OO llil I �... .; \ D c. `� I `\ \\ \\ \\ �!' SILL BULKHEAD 2 - 10' SLIPS 2 - 10' SLIPS lisil ►3 17 YP•'� , 1 \ `,\ `\\ \ \� \\ \\ - , , -MEAN HIG R , ; K I::;:f 20'-6" 10 CD 24-6I 1 \ \Illsle-re#4 7 \ / 1 \ d /' EXISTING UTILITY WATER MARK 10 �( { , \ , , \ IO APPROVED BY / -t-�+•� POLE NYT 8505 EXISTING NATIVE ,r"'' ° \l\ \ \ 0 I ...EigalMEEM l \ D" WAY VS \ / \ \• SALT MARSH `� \ , e-y-►� fr PLANNING BOARD ` 1110 EXISTING BANK TO 25 VEGETATION TO „�, �. 1 � 1� / / \ \ \ • I = REMAIN ' `,, I �� I `. `� 1\ \\ TOWN OF SOUTHOLD DRAWN BY: UT REMAIN - NON 1 a r. 2 — 10 SLIPS • 20 _ ' L 1 - w' ; / \ , , INDIGENOUS MATERIAL 2 13.5 SLIPS I .►'� ,-- I:. 461 -6 L I 1 /� // _� \1 \\ \\ ' DATEate iC)aI� CHECKED BY: NS (I.E.: BRICKS) TO BE ( 1 . I `'� - -\ I..." 1 ,1 1 _-- \ 1 \ \ �.� � � REMOVED, PLANT I, :I :I i " _ r - ® - ‘ 1 � ' \ 1 NP------c::- \\\ \\ \\ 1\ DISTURBED AREAS WITH 1 I J 19 '- - 1 1 if"_ • D40- ' / 1 \\ , \\ \\ 0 - awi DATE: March 2, 2012 AMERICAN BEACH •I I CD • i 1 / � � I0: / `` 1\ \\ \\ SCALE: GRASS (AS PER DEC I I , .R6 riVegrANtr........."........a / , , \ .. _ ..REQUIREMENTS) B 2 - 13.5' SLIPS __ 1 _ _ ------1 »> . N -'�, 1 � -� � I I \ \\ 1 20 -o ' I I J �' 1 )IA LIMIT • F NEW \\* 4'—q" _ _ I '# , \ Ilir%' \0► B •,► CLEAR NG \ ` SHEET TITLE: SP6 II 2 13.5 SLIPS II G 1 i' ` MEAN HIGH WATER .-114 21F'-b I 28 (TY- r - - - -1 1 1 1 r I I�% \\\ 1 MARK I - — EXISTING - - _ i I \I\ _ �� i \ OVERHEAD WIRES p I �': •� FLOATING 17 1 :� \ \ \ ENLARGED I I DOCKS TO At. \:; I gip. „ ;;I ,I ,.G'�'�*.� \ \ SITE PLAN 29 BE REMOVED I ,� ►I WW1 yr, I- _ 2 - 10 SLIPS , ,_ . ., AREA OF G FARING \ w li _ :0 -, I li 1 ��iI �— �� ; 1, NORTH – i I (SHOY�IN HATCHED) 1 IL-1%X I 1 -2 6"_1 lo' CD, 1- CD i , �� I i 11 \1 \ 1 \ NEW PILINGS 2 - 135-S :I; 1 1 u \ i'I _ • 4' I �I _ FRESHWATER • \ I 1 \ \\ \ O - I : ., 1I m \ v WETLANDS ' 11 1 \ SHEET NO.: TOP OF BANK J F- I I 31 CDI :: •. ► "OL"► 1�-s� I\,_® \ 1 X II: i • 4a , F I 1 I\ w I ► 2 - 10 SLIPS NEW FLOATING I I �'� ' \ ' • \ FLOOD - DOCK W/ LOIN 1 I: \� I / 1.il 0, I\ " ::- - - - ® SILL BULKHEAD I I I -:� NEW TIMBER , ZONE _ ° a ; 5 r 3 \ _ \, ^� - I CURB ,LINE LI I 14 I � =fit _- i 33 , ► I I EXISTING MARINA • 2 - 13.51-SL PS I I 41:101111. 41' — I -- ,��SCI�►CE: �"5 I] T = 20����� 1 f::. Ail . X15 1 , MATC LINE :� 12 - 10 SLIPS �o �oAT SLIPS ® I 1 tialiglik _...1„., �� - '( MATCH LINE SITE PLAN APPROVAL MATCI-LIN , fiD 11111111111H.......:...:.:011117.41= ,_" 1'���/ 1►' 1 ' " ► � `\ REVISIONS:MATCH LINEXISTING UTILI � � { ( ILA \ �� �, \\ May 23,2012 POLE LIL-33cF 35PROPOSED ti \ 5eP.G� I ' I \ \\ \ ADJACENT PROPERTYO , 1 \ \ July 9,2012 CLOOD I NE:Y�I DOGIG 12 I I BOAT YARD , � < 12 - 10' SLIPS ° �- - I � � � � ) \0/ Aug 22, 2012 ZO E 1 1=LOOD -—� MASTE:R 2 — 13.5' SLIP ::: ,, 1 >:::;- :::= LIMIT OF NEW \\\\ `\ N J6 TiII •• '1\ : : , \ SANITARY SYSTEM REV ZONE X ,' / 36 I 1' I CLEARING AUG 28L'2012 BUILDING CI Dec 6 2012 LINE ; . , i ' \ , \ BOATTA;pcRELOCATED / {; �a. I . I it / DEAD ENDCESSROADEXISTING VEGETATION � r • 1 1 �r ;� / \ Jan 22 201 TO REMAIN ED a` f;— �j� �\ NEW TIMBER \ \ REVISED PARKING 1 1 CURB \ I \\ March 20, 2013 ' SIDE Y- 2 - 10 SLIPS ° NEW DOCK _ 111�111 „ 1 / \` \ FLOOD ZONE AE EL SE RD <�''; ( � K ;1:.' 20'-6" 10' AGGESS – 111L — — — --, i \ I\\ 1!�� � `�\ � \ \\ (1) O' l I 1JI ��/'�� I `\\ \ RAMP � DECK 1>, MEAN HIGH WATER I I � ° 2 - 13.5' SLIPS I :> 1' i \\\11 /!�� ��. \` \ 8 MARK' , �� • • I ...::`::. �, 41 I. D �I \�\ \\ \4,...„,„_.__ _, 9 4'46" v 1� I \ li, ' ' .,, �Q AREA O GL ' RING DILAPIDATED POST L2 - icY �� `SLIPS NEW PILINGS \' (SHOWN �ITGH �) o II • _ — — :: i I 1 FLAG-' ► : 'F 'XI / \ -1-!...„:, I iiii.,•.,::!.,:-::::..„ 1BE 'RI G \EXISTING BANK TO40 ' •' � 'REMAIN - NON G. OI :;:.. ,� I \ °T E �� PROPOSED O T - \Y �" 0 M U.1 INDIGENOUS MATERIAL L '.13 NEW FLOATING I i i � I.E.: BRIGKS To BE I Al...-. _ CIDOCK W/ LOW 2 - 13.5 SLIPS, 1 \ ,!. : 1 YARD (store e o\ / 2 ( / 1 REMOVED, PLANT I0 2 - 1 O' S� IPS SILL BULKHEAD , , ��,.....�► ^"'" _ : , \ I 7 1 'sogivi . -. :.oats and t oilers) , DISTURBED AREA i:: J � , , Wirgl\\ ` _ �. _ ;:•,:.:�:�.::,;::.. =:,:.�' \ �-- ^41TH AMERICAN BEAG -.1'.::::.":::3/4:::.::::1:..1.....1.'..:-:- . •' 1 ,, s r \ 42 sm. , GRASS CAS PER DE , — r�" I I. -tF ,,'// \\`\ `\ T O I �' EXISTING A _ -- — „ I 1 � :. :;,..�. ,:L ::. \ ,�, REQUIREMENTS) — — — TIN BANK TO I A i 1 ! `�'= - \ ' ` w {_ 41-\ _ 1 1 I 7 - r_ j _ c� 1.-•:?.-'• REMAIN NON 1 1 I I _; '` \ �' I 1 1 1 1 :;i - r. ':l Z , _ \\\ \ Q .:57:-:;-'f'' x.to 1 INDIGENOUS MATERIAL .:.•,..::r' ":f:` F'. V `\ [� 4 2 - 10 LIDS , F ,•,:-.:,,,-. ':_ f— OVERHEAD I (I.E.: BRIGKS TO BE 6 — i 1 :� WIRES 1 L-- - - CD 1 REMOVED PLANT 411 r.:' .v ..._z_-__________=� - 1 �` _ 2 18.5 SLIPS �: LANDI�IARD DISTURBED AREAS I ::,: �f:-• LIMIT O1= 1 I .. ti.1•�i'. �y s.\ if I - - isli 1 r1� WITH AMERIGAN BEAD H _q I1 + �;' L: _ '.1 :; 1 _ ■ I _ r, R NETLANDS AS 1 P' .. GRASS (AS PER D �� ►! • r� i ' ,� 1 1 SIP (1), " I ,: Q� 3 I :� {G F- REQUIREMENT•. . � �- .' DELINEATED NEA _ � b �, FI _ '� L TED E3Y SUFFOLK EXISTING �C 'i I I i—m I X 1 _ I- • 1. L EXISTING ENI UTI UTILITY .. - AL GONSU -'; IRO EN ............................. I ° _._,.�:._� - ':rp: _ _,. N I � T L T I N G POLE " •Q, I FLOATING ■ :. u , ]I►: •t`� _ . I 6, — — 1 DOCKS TO i 11 \\ NEW • r :s' 1 IMG 4/I2/O AND VERIFIED O,N GRAVEL '''r a-r CO EXISTING - — — —, — -J BE REMOVED II:;. 11 \, �, ►`W+ N1�:"R� � J' 2J I I 6 ' o /• — 1 I K I DRI WAY --,4:•i-. :-.k:?..:.-:' <:.:. / / Z 11' 0 DILAPIDATED o 10 — �-r _ — — -� , `; \ - 45 EXISTING NATIVE SALT — 1 © �I 'r. r::•:�'': `'" , \ WOOD oo 1 O r _ ;:;.;.. I I I tai- : 't � •Y t \ \ \ c� �-�S MARSH VEGETATION TO O — -{ I �� .�� :�r .���.�:�•. .. ...,,.:.i..,.„ ,. PLANTINGS: O BULKHEAD TO / I ,:::::1:' ,I -� I I � ��, �..;�. _ � , \\ tet• :,:-:;::::,\,,, ,�' 1 CO2 18'�-SLIPS Z � - - �I� f��- � > � AMERICAN BEA > ...! F.. REMAIN I . i GH BE REMOVED b `'" I: r .G 1 II D \ I _ TI .,.: :.- �:r �':-.. � HENANDOAH SWITCH GRASS CD EXISTING I � �J., � .:-�� - � ����•. � �, .`. \ , fiL �i SLI � CD'\ I ► I iVgy . FRESHWATER \PSMARINA iG\ 1 '1' > I WETLANDS a 1 , �: 1 li l 0 �. •kms` . 0, @ 5O BOAT :: ::' I 1 ) 1': L , 1 1 1:. \-\ 0 1 - 10 _ :;1 > " i 1 I \ , =}_ `'` -. .. LIMIT OF NEW r I _ r ; ::::; - TAX MAP # 1000-�JC�-O-7-4.1 LLI ima j �- '� SLIPS - - -I : :a x / =l � : ..;- ;,.x • SLIP �— i "D� P �I. L{'': ti GLEARING PRO E Z '� I P RTY MI I ��' l \� � \ 7.-� ° �., '>�''��.; :��:-.-�}.� -- � LE:ASED 8Y LL � DILAPIDATED j, PLANTINGS: \\ \ \� , I� , < �;.. .t . ': W 1 ► ►'I� ' !�. •a, 1.,,,�-•'• L © EK PARTNERS �/I/12 AMERICAN BEACH CD\ ` `� ' ''I .~i �`�- f'°•` FLOOD GRA W WOOD BULKHEAD 1 > \ y.. �. � _ }1 � ``��- :=:.�, (n LARGE ORNAMENTAL I ' " ZON /� � �;;= � � �• :. I:.: t::::.+ t I � (SEE LEASE AGREEMENL11 6' 0 2 - 18.5 SLIPS 1' 1 � '' ` � <_ < ::: 1 T FOR � W ce 0GRA55E5 1 � ~t= a e 6%?,` / 1 � :- k ' LINES ADDITIONAL INI'ORMATION) ,w} 1 ,� ..LOA I G 1 1 � - .:•�"' -�s � '�_ .x::;4.1 1 \--4:11- NEW F T N 7 ., �, / . I � �, : - - u. ..01 :C;::= - l ±_. - :n1 -I r.`f�,NEW FLOA -TING ( :�_ / DOCK W/ LOW 1 ti "' _O 1 _DOCK LOW / ,._t Y 1 1 H - - - SILL BULKHEAD 7 1 ��- - �:.: � - ;a. LLB 7 :'.; y, SI SI BULKHEAD >:� LL - 1 ........... ........... ........... ..... y / Q �i I • I G ::. / : _ / . {.fit: -+AI1✓ 60I \ � _ __________<2,- : i�I A TURN \ '�ry:�r ` �':• .�. ••.. ,AROUND \61,11 -- El'—J 1: X;:.. — is 1 1 . 1 \ I yr \ - - 1 •t : 1' — otS Z ;�: ;��' DAD END - ��{° _ FIRE APPARA TUS I .:ter C5;...:.;; I /Ilk 'GG ESS O '; R AD y PAV EDGE OF WATER, °-<:• •�K W TE 1-", : 1 , /(� N / 'T� n I o . , � V a✓ \ • 1 "ti'. it �/� yy�`� o , 1 V� Q 1 :�-:` RAVE - L BASE / \ N A -:1� TH TO MEA HIGH WATER 1 PSO I - L •i• I / Kms' \ 1 rn / I i M UR I FAGS A � MARK > PAN L TINGS T.. cl �I Y :•J ii J 'F•^ I / C G I ' �, ' NEW DOCK ,NEW `' 1 C1 / o o M wl 1 ''y GRAVEL 1 ' 1 /' \\\ W --I• W z i, / I '' ` .;:`:. AGGESS 6/ - `:'- ' ' — ... W EXISTING BANK TO REMAIN NON 1 `.: ' SURFACE NEW ' `'-''' ':= _ :.'�1 _ :'_:'* = a z I , = y , . ' ' 1 AREA OF CLEARING (� C� O ;.:1,, w INDIGENDUS MATERIAL (I.E. BRIGKS) `` / \� GRAVEL �-`, —]� ()//:41° TO BE �:EMOVED PLANT DISTURBED DRI� a' _^:t. 1 ( HOWN HATCHED) is. o AREAS WITH AMERICAN BEACH GRASS \I 1- • ZONE ---r-_ -- >r -- - ,�, 1''.: , \ ' \ , t NEVI GUARD RAIL 5 M S PER DECREQUIREMENTS ] _ 9 \ A � 1 P G _ _ I IG N AR �: EA o / ,I 1 � a�� / 1 — / Y : r ::‘","-- VJ ... . . ,:: p� is g If • - . 'ts, �I OXO _ _ XI / 1 P OOD L Z 1 _ _ , ___ ________ 2 .`a T r• NEW O SILL _ _ , W _ L - I NE W _ _ Y _ E 10' L _ \ K GRAVEL `fi'Q :I`f - - rnI I PCU 1 \b ,:.. ' _ _---- - v ^ SU • t y�y:a y — _, \ r 0 _ – Y y _ cat .:j-:' � i�:✓ sv -n \\\\\--12) -,; .act• _ – P:::: \ 111 — ST\ _ 1 •LF_ Q F4.r _ E.�:� - M AN HI 4 <- o GH WA.•� _ TER MA- RKA \S OBSEv _ RVED ON 5/1106Gr —__m :� :i yy� -. �i� R-1603.63 L-292.75 's�. 4�° I \\ \\ _ 1.',. ;L;; ,,,,,,., bo w�,..Al li.4%.:P.: �� .��� �• ___-- TIE LI 6 �;;;: *0'ojr .�,.� _---- _ ( NE ALONG MEAN HIGH WATER MARK) <, - 44014' � -'---J — ' MARK . am= / '`97"E' ED \\4i of.4- N-- HWATER �0 , A��� ,�,� I O• _ MEAN IG �1 /C'ROIJ�E"C 0: \\\\2 .le_........ ----- - 177 ,0N NEW RIP RAP o �`� 1110 0 EXISTING NATIVE SALT `\ j?" ..... .._________\r-7\77 .n 0 A V! PARKINIG ' 10 ; MARSH VEGETATION TO S�2°3�0� DRAWN BY: UT REMAIN j ,'� CHECKED BY: ' I Ole DEAD END FIRE APPARATUS NS ; ��� ACCESS ROAD TOTAL 123 DATE: March 2, 2012 ' 0.0� PAVING "GRAVEL" 11 ��� ::::: ; o'-.oui NE=W RIP RAPSOU LE: APPROVED BY ENLARGED TH OLD BAY PLANNING BOARD SITE PLAN TOWN OF SOUTHOLD SOUTH DATE ,.W, ,V 03 i;iil � (.3V V . �' SHEET NO.: 5 (2) 41, , ., ; , ,, SCALE: 1 " = 20'-0" SITE PLAN APPROVAL • Mr Irv. New LaW�_mer ' 4 REVISIONS: _ 5 May 23,2012 NDOT standards) EDGE OF EXISTING ADJACENT PROPERTY New Lawn (asper NEIN SIGN ,� PAVING July 9, 2012 , 1 '/,I�� �, BOATYARD New Lawn (as ROAD STATE ROUTE 25) NYSDOT standards) ,MAIN —__ 6a 1 Dec 6, 2012 per NYSDOT �A- �� � �a �\�\\\\\\ \\��% ' �� �� REVISED PLANTINGS - ' 0 ��•_�► �, - ♦♦�, EDGE OF EXISTING Jan 22, 2013 standards) 1 _ e� ♦ '♦ ♦ ' ♦� ♦ ♦ ♦ ✓ 44CLEARING REVISED PARKING 11111111111r19+ • March 20,2013 Valli ,• - Mr-1 -07.7.141.1141. * , �� ♦✓ii.'• rook �✓✓i��i i�♦' ryV LIMIT OF NSW -- _ --------- 4% r,....• 1 ► I `!moi ri♦�.�i♦%c.ii♦��i�✓ii✓�i�♦ii♦moi♦�: o AWN CLEARING hy _ o ,� , .'••.. �,���,. ♦am 111/11.11LAILAIIIIIL. 411*. .�'� j ♦jam'♦j �►jiShrubs: iltr_ 0 •� ✓�✓♦ ✓�♦✓ ✓♦♦,'! ;!♦♦ ♦ • ----•.. .. ... • • 4 ' a�J� �•,,,,,,•�''r :•' •ice• ✓♦ii♦♦ii i♦�<�,��,ii✓i�i AREA OF ............ . • °. -- .' :. •• °' .• a ♦♦�♦ ♦♦♦♦ ♦♦♦♦ ♦♦�♦ ♦♦.0 H dran as 5 .° ... .°... . ;......... I ,�♦ ♦ ♦♦ ♦ ♦� ♦ ✓� ✓ ♦,� ♦ - . 0. •. fi 0' Oil 0. i 7. mime et woo.' . i (SHONN Inkberry 3 ti ; •:'- CLEARING Z .✓♦♦✓�♦♦��✓�♦i♦♦i✓ H�TGHED.." Ce 0 ;: Obtimill.fiteiblii ° r "fir 4 �1�'� 01448.---.A014210.4. $ i♦�i�♦♦ ) >'Shenandoahe:0 0614z, _ _. �.. .�♦ ♦ ♦� 0 < Switch Grass, - - ; orprowevo �. -� �-�- r+a- '` �♦ ♦✓♦.,,„.-•••------------ 00 N _ ❑❑❑❑E -❑ �❑❑ es* 0 b� � :� st `� ' ♦��✓!♦!♦ Driveway1-- WGroundcovers: I ❑ . • . .: . _ 111.11111 .1....................... lihlik (0 M Z : . - .. Ak,Ailwiv Vinca, ,' -1,1,.. Da___IL_____ImMillinEn .. * : .._ 4 • A •.e errenials 4 I I I I I .--.7„,........,...„.AfrZ p ornamental oil -.tepping Stones Shrubs: H dran as 5 al \ BIKE \ grasses 0 06 0.41 y g gal, Shrubs• Hydrangas, 5 gal, RAKE \ �� Inkberry 36" ht, Highbush Blueberry, Inkberry 36" ht, Highbush Blueberry, \ . z Lowbush Blueberry, LIGHT Lowbush Blueberry, :11r,41104 41111 \11 Shrubs: Juniperus Shenandoah Switch Grass, FIXTURES Shenandoah Switch Grass, \ ' 'iiI � virginiana, Eastern Groundcovers: Bearberry, Vinca, -rr P Groundcovers: Bearberry, Vinca, \ Q Red Cedar, 5 ft ht, errenials 4 ornamental grasses errenials 4 ornamental grasses \\ Q p p 3 ft on center - Tree: Quercus rubra, Red \ P"LE -- mm Z Shrubs: � 11 - I ! Oak, 5 GAL, 5 cal Typical IGHT _ Q In Juniperus � Driveway I - -7 vir iniana, to 0*/,...111010:0311 Ng o..-, - ,, (0 Uml Eastern 5.74: bs: Juni•e . _ I RAYZ - ` Shrubs: Arctosta h los .,�onlana, EIs 5hru.•s: JArcto-taphylos p y *��. I ��� Q ORed Gedar, N.... _ _ •° '�., uva ursi, Bearberr , IS ht, , • .• I 5ftht Gedar, Ce uva rsi, Bear•erry, IS h y f° °• : I _ ' Q • Ilk •n •nter .. 'A104 and shenandoah switch J I rE ' ' \ te` cl 3 ft on .4 & i '• •s: ��oxwood � � grass Qr-(Wilill � 'moil\ center �- (..c. ,e t ht ., - .:• ,. 0 I 111111di 1 t1-11 POI 6 ? iik n • i . . ci. 0 6.••••6" .6*''''-- 1 Ce M Z r • • __� �� 1 1 , 1 , 1 , 1 , , Shrubs: rctostaphylos i W _ =� uva—ursi Bearberr , IS" ht I LU _ ___....,.......... _ _ _ _ „ _ _ A y I N 1 1111 "11111111.1111110 T T - T T T l 7 7 7 7 7 - 11• r r /���T T T �� ii ...„Amm ge I. .111PffaMLWOMILA I IN I I MIA P.11 I PAM I I I PAM EA I I I TO '1 M I llAmemomm o NEW RAMP UP EX RAMP UP i ��� �� Trees: 1 astern Redbud, 6 ft ht 11111111.1 LIGHT avin g ruFIXTURES °•• ; : : i IIWI TYP 4 ng II .. Inkbry 36 ht, Highbush.: Blueberr1C 411&maposamia .. °. p'• P ' I - 1 Paving _ —■—_ . .. :�.:°' °• - �° _ s :lueberrlee . --.,• •.y ' y' TAX � . I �•'•� ~. � Shenandoah Switch Grass • IM ° Groundco ors: B rberr 1�inc I '� - LEASEDiiP . - - - I 6,' ,� �Aiiiiii, �� perrenia I � ornamental I grasses _1 �� � Z• �, ,� 41 D cLIGHT '.. �� . �REK n TI `� R� /I iI N n Shrubs: ta. :: .. - ,, P1i1. , I - �, o X I ST I G FRAME TMP RES ® J �,�� . ow i ( Juniperus ■ k ' L N ► •• R w J _ 3 • U Z Y w a virginiana, � SEE FLOOR ?AM ❑� ® i+-': .:....�..�� ��s ■, I � w• � � WPLANS FOR �� I D ( i �tG ■ �- -Eastern r ` _ ■ r i. I T I 0 I NFORMA� I c m w• C•1 0N = m EXTERIOR I P . �■ .1�■ = Red lirm ► Driveway i I- LIGHTING AT ' ■ ►� Cedar, 5 1: 4W4 LIGHT (RESTAURANT) � ' ROOF DECKS ■ l� 1 ■ . �■. N co f t ht,on � sem + is,.�isa��� i • 3 ft on :om---iI �.�❑ sown .., •••� Shrubs: Arct.►stash I• 11111111111111 center -- uva-ursi Bearbe r IS" ht u1� ■ to I ..'�' ■❑�1 A_ • :�.� LIGHT y .. FIXTURES and Panicu virgatum 1111E O ° • .f. �� .i-,I,P shenandoah , 5h -nandoah iliti , _ � W � \'-'-t\ Switch gr• ss, 3 gaI • ' , - Shrubs: • rctosta h los°A • ..�i�-,1 � p y 11 Tree: ouercu- rubra, Red I \\i ��tc) E_. y,(46 ° . 1 uva-ursi, �=Barberry, IS ht 11 �P �,srEF �- 1 ` ' � oak, - cal Typical �'y • • I � � yp 116 � X92 . . D D 1• C C - . 's . " ' . 4• . 5 a. .. ' 1111 ‘ .°P...ACally * li wif tp:,A iT * `4. .r1 Milf s'N / • G I.. C " C Decking t<i'1 - ".°' -•1: Trees: E•stern Redbud, 6 ft ht4tiMi G ��/aim* / Decking W ' P- •JEC �`- �. iv_ 1 °- �' Shrubs: H ,drangas, 5 gaI, I f 1110 SEE FLOOR PLANS FOR -• Iiiige�E ;. - 1 •A ht, Highbush Blueberry* . ' DRAWN BY:• 10 EXTERIOR LIGHTING AT ROOF Shrubs: Hollywood , � ' . , •lUeberry, i UT E DECKS Junipers 5 ft ht \ • + .,/ - ., •••h Switch Grass, CHECKED BY: LIGHT / ° . ' - rs: Bearberry, 1�inca, NS 1410 '°• •'• •°• • • 1406 • - . ° A• 4 ornamental rasses DATE: �I. ' FIXTURES E - g March 2, 2012 •II • 1 1 • `1 i SCALE: n 1 n �Am E °• 118 - 1 - 0 r.wr rri w i �.. ■� • : ' ' k 'w", c • • ' SHEET TITLE: �■�■ E ....0 ...Ili- - EDGE OF 1 • F s• OLD ENLARGED E ,• � T•wN O ll�i G ��•• EXISTING Existing0 ri :: •, Decking :� . ..• DATE .. :. �• • ' \ SITE PLAN native I' D D sa It marsh A DeckingE E E ° •° I E LANDSCAPE vegetation _�:_ - == ....40.1... ::� , Drivewa I AND i ....Ltsike to remain a •�•innwa ow•�•■�• t mt•�•��•�t•�•�t•��•����t•�t•�•�• • _ •��•�ILMO I�•M�ROTAWx z• y F rRAMP uP - G Mr G• NEW FLOATING DOCK G RAMP UP I IIIhill�� 1 \RAMP Existing native salt LIGHTING Plant I ill �� marsh vegetation to disturbed I III g �:: : pl l l j `� r 1\•.`° �' _ ''� remain , SHEET NO: areas • 1 G I I I I .. :: :�� :.-4\ POLE LIGHT EDGE OF with ,°. • • LIGHT ---- I 0-` ° - t\ FIXTURE EXISTING American 1. 1 ' : •. y FIXTURES ,J ° ,1 :: PAVING \ \ , Beach • ri BOAT BASIN • Plant disturbed areas with Grass ,ii • SEE SHEETS SP2, 5P3, SP4 : I a 1 �, American Beach Gras- (as • - 1 • (as - (as p „ FOR DETAILED INFORMATION r I '.,' •p DEG requirements) I 1 . • I ° • S DEC -� + +. /. 1 ; 4•� LAN APOP o A l. EDGE OF WATER AT MEAN HIGH WATER N►-) DATE: EXISTING BANK TO REMAIN - EXISTING VEGETATION TO ® EXISTING BUILDING BEYOND ® March 20, 2013 REMAIN, NON INDIGENOUS MATERIAL (I.E.: BRICKS) TO BE — — — TOP OF PILING ELEV +10.0 ►- -REMOVED, PLANT D I STURBED A I j AMER1GAN — _ cc„:,'"----„7"---_7__ BEACH GRASS AND SPART I NA ALTERN I FLORA, ® 12" OC DOLPHIN PILINGS FACE OF NEW BULKHEAD `�r_ 1 ELEV +10.0 SHEATHING /4/ TOP OF PILING ^ r ��� ELEV +I O.O NEW 12" DIA BULKHEAD P I LES ► '' ` est '� . �' • EX I STING BANK TO REMAIN - e��I EXISTING VEGETATION TO Igo-a- BULKHEAD BEYOND REMAIN, NON INDIGENOUS PROPOSED LOW \____ MATERIAL (I.E.: BRICKS) TO BE PART NA SI LL BU,-KHEAD REMOVED, PLANT DISTURBED _k_- PART I N A -,�r ix A ERN I FLOR — AREAS WITH AMERICAN BEACH AL ERN I FL dP R, / Et o GRASS AND SPARTINA 12" OG / 12 O: I/ 0 ALTERN I FLORA, @ 12" OC F- I PROPOSED FLOATING DOCK -4 y C!) M Z ELEV +0.15 -LEVEL ., �//l//////iii///// LEVEL OF MEAN HIGH WATER //\/ OF MEAN HIGH WATER 1 / EXIST FLOATING - LEVEL OF MEAN ` / DOCK I • LOW WATER � � LEVEL OF MEAN LOW WATER --- � — z \\\ - Oa/ EX 15T FLOATING DOCK EXIST BOAT BASIN BOTTOM LEVEL OF MEAN %/ �� : , < v �. HIGH WATER / , / 4 .., , . , w //;/ i ' Q al V NEW 8x8 WHA ER - �- , ;//1) B --1 z PROPOSED FLOATING 80G a . z 4 7-PROPOSED Bo�T-BAtN-5017 -014L - / Q 1 x PR P FL N K ZI�1 LEVEL OF MEAN :45>\\/\\/<sy < L11 � I u. O _ v LOW WATER .;,�` %:: 1 , - / Cn Ill IL O 11.1 Z � ',l`"``t � 4,4 / Z iX O A NEW TIE—ROD • WITH HEL I GAL ,44 ��� O EL ~ BANK % FLOATING BOAT BASIN SCREW AT EVERY PILE ►1►��,�► I��A��., 0 SLOPE DOCK , , ; :: ::` > =< 1'iV ►:�,� NEW a" BULKHEAD SHEATHING ��►�;�, / Q VARIES WALKWAY /� �/ • ►��v �- EXIST BOTTOM _ - - -- - -" " �� `............ > / j / Z O OF OATS A51 i�% � � � � � � \ � SECTION THRU PROPOSED W BR1 FIL GL�TT H L 1DW, D , / ;I > r W SCALE: 1/4" = 1' -0" OF\ \S EATH N6\ / / \ / \ / • U ` / in W 7\ /\ / ‘ 0 ilROP('J6ED ii6-rr.c*I A K > 1/\ \ / \ z A, / . . , . 1 \ 9250 7 A / / \/ / I/ l'" (6\ \/ lir O 'O' 1 T > , ::: BE . -. ppG-,170./11_,;7\ (/ / / / -4, . • / *a z• PROPOSED GRADING: PARKING SURFACE TO - o 1,,,,F\ ' - \\/ in a• s SLOPE AWAY FROM BOAT BASIN TO DRA I NAGE / /4- o c STRUCTURES IN PROPOSED DRIVEWAY D ,/.%/ LN \XN/ / , •o 0 CD W J • ~ azua. PROPOSED POSTS AND GUARD RAIL �/\ / / / /\\/\ /\ /\ /\ / w• a M D 0 PROPOSED TIMBER CURBINGLOW g w• 4/ 04N EXISTING SECTION SILLBULKHEADD el• C SCALE: 1/2" = 1' -0" Q ~' U BUILDING • 0• BEYOND EXISTING BANK TO REMA - EXISTING VEGETATION TO REMAIN,—NON— INDIGENOUS 44ATERIA.__(I.E.: BRICK5, TO BE I DOLPHIN P L NGS REMOVE , PLANT DIS RBED AREAS WITH AMERICAN BEACH GRASS AND SPATINA A TERNIF ORA " STRIPPED TIRE STOPS ELEV +10.0 II L L 12 OC TYP TOP OF PILILG ELEV +10.0 ~ I OF NEW y I � y\..sr4-z 4" 9 BULK EAD BEYOND '�_ _ - 4k r4 ��Aso, _ PROPOSED LOW , I , , 4 �� o, 5 1L b.ol / ;c, r,��'�``� 2% PITCHMINTO s E O i'� aL DRAINAGE STRUCTURES ® PROPOSED �REo ' . z4.01 Z DRA I NAGE �; �( / Ate/ () LU i STRUCTURES Z •ROJ = T NO: 1110 LEVEL OF MEAN HIGH W • TER ' i/ a r 0 ELEV +0.15 LEVEL OF DRAWN BY: UT I - I MEAN HIGH WATER tl� CHECKED BY: NS LEVEL OF MEAN LOW WATER / cVa I- LEVEL OF MEAN APPROVED BY Ill I - I LOW WATER PLANN!6�G B4ARD O DATE: March 2, 2012 EXIST FLOATING EXIST BOAT BASIN BOTTOM DOCK = I a_.TOWN OF SOUTHOLD � SCALE: AS SHOWN I 9 F SEE DETAIL DATE /, off O�oI SHEET TITLE: FLOATING D-_FRo1�K ILOY1 <12 / PROPOSED BOAT BASIN BOTTOM G 1"L ` MARINA I 4._% I BULKHEAD BASIN SECTIONS i BOAT BASIN LOATING 0 24" BANK PARKING SPACE DRI VEWAY DOCK / SHEET NO: WALKWAY 8 p::, (5 SECTION IA, SCALE: 1/4" = 1' -0" SITE PLAN APPROVAL REVISIONS: , tr Luminaire Schedule Calculation Summary 1 La Symbol Qty Label Arrangement Total Lamp Lumens LLF Description Label CalcType Units Avg Max Min Avg/Min Max/Min 0 2 A SINGLE 3200 0.700 7972MH CalcPts Illuminance Fc 1.20 3 0 N.A. N.A. - `` Q (J 4 B SINGLE 320 1.000 1124 Northwest Terrace Top Illuminance Fc 0.66 2.4 0.1 6.60 24.00 I f -. ___ O 7 C SINGLE 850 0.800 6320 Sign Lighting_Top_1 Illuminance Fc 4.37 4.9 3.4 1.29 1.44 -la 3 D SINGLE 2400 0.800 7460 Terrace_1 Top Illuminance Fc 1.74 13.5 0.0 N.A. N.A. , 23 F SINGLE N.A. 0.800 LS371 LED-2W4-1 Terrace_2_Top Illuminance Fc 3.33 5.2 1.5 2.22 3.47 % 4 H SINGLE 1800 0.700 2295P Terrace_3_Top_1 Illuminance Fc 3.92 5.8 1.5 2.61 3.87 O 6 I SINGLE N.A. 1.000 7762LED Terrace_4_Top Illuminance Fc 0.40 2.8 0.0 N.A. N.A. O 1 J SINGLE N.A. 1.000 7762LED Terrace Top Illuminance Fc 0.81 9.4 0.0 N.A. N.A. ® Ce O ~ Ng co Z 4, . . . ... o as1/ 0 a A • 0 1 A 4c( ILI • V♦ IA1 -B-......... ... 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' Bi-\ all ��� -♦- IIS► fg WALL CORNER REINFORCEMENT DETAIL OLD MAIN ROA• . - - •��, - �� WV NOT TO SCALE - / - 3-NO.5RER -� '- - - `• I ' 7-0' - PROJECT _ 10'-0' NOTE: RETAINING WALL DETAIL 2 L,_�FENCE POSTS-SEE ARCHITECTURAL • - - - - - - HORIZONTAL SEPARATION BETWEEN SEWER _LOCATION, AND WATER LINES MUST BE 1t7 MINIMUM �� � ,off • NOT SCALE PLA"s FINALG T'°"� LOCATION MAP WATER/SEWER CROSSING DETAIL * do 8 (5%MAX) RETAINING WALL NOTES: G E N E RAL:N OT E S SCALE: 11=600'±" _ _ " -y� �*---- \ I 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF TEE TOWN OF wu duce INSTALL O SOVER PIPE BETWEEN1. TEE CONTRACTOR IS TO VERIFY ALL L , ` S ° SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. / T 1 EtEA�POO S AND COIN Cf TO WICK ,: /=�' Y. r.-- MEASUREMENTS IN TIE FIELD AND ANY re ®r ,: m '�® (SEE PROFILE) • ,'� -.- s ii / \ ADJUSTABLE LOCKING TYPE'F'CAST HORIZ.NO.5 REBAR @ 17 O.C. DISCREPANCIES ARE TO BE BROUGHT TO i r EX 8'0 X S PEEP LEACHING Q 0 A ,� � � ; % 15 �; \ PLAN IRON FRAME AND COVER -`-► TTFE ATTENTION OF O CONSTRUCTION. 2.ENGINEER PRIOR 2. EXISTING COW MONS SHOWN ON THE PLANS FROM SURVEY DATED MARCH 25,2011 BY HANDS ON SURVEYING. ELEVATIONS law ' POOL TO 0E ABAiDONED ,` 1 \ (TO BE WATER TiGHT AND INSECT PROOF) SHOWN HEREON ARE REFERENCED TO NGVD 88 DATUM AWARE TEE RESULT OF ACTUAL FELD MEASUREMENT. > MAIN (1 Yi'.OF 3) EX 8'0 X 4.37'DEEP Tw».t '' '1r,! ° 2. CONCRETE RETAINING WALLS PROPOSED CO MANHOLE I Y u `I 1, O S �'� -��' f�. FINISH GRADE MORTAR FROST PROOFING WATER PROOF COATING 3. PROPERTY IS PARTIALLY LOCATED IN FLOOD ZONE AE(EL.8),ZONE X AND ZONE VE-11 AS DETERMINED FROM THE FLOOD RIM 120 ' (TYP.OF 11) TM'u t EX DRYWELLS TO NOTE 4 '" 'ALL CONCRETE 4,000 PSI AFTER 28 DAYS INSURANCE RATE MAPS FIRM PANEL/36103C0159H EFFECTIVE DATE SEPTEMBER 25,2009. ♦ ♦♦• ' . //��//�//��*/ MINIMUM. ' a ,� \ MANHOLE NOTES: ( ) INV IN 8,8 (STATE r RELOCATED //``//``//``//\`//\\//`�/.�./ Toms ig ,po'• ear PARKING AREATO BE GRADED ATl9%MAX I 2.5 /✓r✓✓/♦ am// 4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. IN OUT 81 _ • .• isp 1. ALL MANHOLES SECTIONS SHALL CONFORM TO ALL REBAR ASTM A 615 GRADE 60. -•- -• :� Arm 20'FROM OF LEACHING GALLEYS(iYP� 7 TIE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE ` iait , A.S.T.M.C-478,LATEST REVISION STANDARD VERT,NO.5 REBAR 15 O.C. • `CpvfA- • SPECIFICJITIONS FOR PRECAST REINFORCED CLEAN 3. FOOTICS ARE TO BE INSTALLED ON CONFORMED ACCORDINGLY IN THE FIELD. m . UNDISTURBED VIRGIN SOIL. THE BOTTOMS min ` A--� �`--- �- 'l Z 0'0 X DEEP LEACHING POOL WtITlf 12'0 r, • •�_8'TRAFFIC BEARING SLAB CONCRETE M.H.SECTIONS. SAW OF ALL FOOTINGS ARE TO BE INSTALLED A = u �+I, .^•�', ` pd (A(TTNIG RNGS BELONf TO t3E j ALLEDTO I 24. I( TO MEET AASHTO HZO d BACKFILL MINIMUM OF 3'BELOW GRADE NSTALUNLESS 5. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN RETAINING WALL ��' a r 0 'A' EX*VATETO ACCEPTATBLE SOLE($EE PROFI E) ~ INDICATED OTHERWISE. WATER LINES,STORM DRAINAGE ANDKR SANITARY LINES OR STRUCTURES. ° mE'B �I�I�'J `irt errii '� s 1' � f1C 1 ' '� ��. 2. MANHOLE RISER SECTION TO FURNISHEDIN . PROPOSED 13 GAL SEPTIC TANK z ffi \ / ,� i:. �� r..�� (TYP.QF 21 , ? • STEPS ARE TO BE COPOLYMER 12.3,OR 4 HEIGHTS AS REQUIRED. ; ` 4. SOIL SIDE OF WALLS AND FOOTINGS ARE TO 3-12'0X8'EFF.DEPTH 1� ` ' ,--. 4. ` NBV,4'DEEP LEACHING GALLE)f t, ( POLYPROPYLENE COATED 1R' BE COATED WITH BITUMINOUS FOUrDATION 6. TIE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. • RIM 12.3 ►� $I l cf :l+C' -� �i►ay: 1i� `^''' �� �"� (TYP 4?F 25); -. I STEEL BARS 17 O.C. 3. LOADING TO CONFORM T AASHTO H-20 LOADING >: WATERPROOF COATING. • Q. ��"" E N tlr►�zt .� ` ; •• NO.5 REBAR 1418 O.C. 7. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE Wf f H TOWN,COUNTY,STATE AND FEDERAL LAWS, NV IN 9, i ' litijilip,..”42•9� ~ "- �••^:� 1 ' ' � r-iliti >1�LOCATION 17 O.C. M 5- WALLS TO BE POURED IN ONE CONTINUOUS CODES AW ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. IN OUT 883 .r,�.r� mi -� � \DWT�T -E (TYP.) •, 4. ALL CONCRETE IS TO MEET 4000PSI 28 DAY SET •6' • 5-NO.5 REBAR POUR WITH NO CONTROL JOINTS.j fri itr�' _ .-" C " PROPOSE0;18"HIGH REr wALL To BE■ACJITED 18El.OW GRADE ?• ° - , DEBRIS SHALL NOT BE BURED ONSITE, EX LEACHING POOL,GREASE TRAP AND J 1 -•- - /Ail , ,n B AIMNNI ., �� �-'~� 1 WRHTHE PfItOPOSED PARKING; (SEE RETAINING WALL DETAIL 2) 5. ALL OUTLETS ARE TO BE SET AT THE SAME I r SEPTIC TANK TO BE REMOVED tN ' ;�►/mow•: � a o _ ,' f T MINIMUM BELOW I . • " 6 • `r 8. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, . • i 2, �o - ,., ELEVA ION,01 NETS ACCORDANCE WiTH THE SCHDS STANDARDS Et•Vster4"trAIMV;01-42141111.2 , W. P`I J. \ PVC PiPE ) • JOIfT SEALANT TO BE 1'BUTYL TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H ZO LOADING AT THE COVER CONDITIONS SHDINN ON THE e" 1e.,W, ,• � "1 p . ivy (PERF)RATIONS FACING 00W14• j RUBBER FOR ALL JOINTS I 3S• PLANS. PROPOSED 3 750 GAL GREASE TRAP , 11�, • �w tat 4 12 0 X EFF.DEPTH is ( , / WW Sit AREh 8EfE1(TH LEACHINCit POOLTO 1lBW „' r I' , el ......%.,:B0 AREA E Wft{N CLEAN SAND AND GRAVEL\ ' I 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY STRENGTH CONCRETE. -fig Lag (SEE RETAINING WALL DETAIL AT SEPTIC SYSTEM RIM 12.3 IMI IN 10354,4E 8,989 G FJA • iA IN OUT 9J'e ,;_� :•••S.F.CEO"' = -,�`�) OIL& TAX MAP 81ss 00t!•68,07-4.1 v - NOT TO SCALE 10. SANITARY PIPE TO BE 4 SDR-35 PVC OR AS SPECIFIED ON PLANS. \ .i , •ST FLOOR El 13.5 C BLIESTONE 1 I PROPERTY LEASED BYiiNI\ .: 11. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE l EXISTING RPZ - V _ �RNEWAY; • I �' i...'\-..,' TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN TIE CREEK PARTNERS 511112 • 48'I.D. LOCATED IN CELLAR �'if L a - `,ttr �� \ ,';•(SEE LEASE AGREEMENT FOR INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO 11-E NEW YORK GUIDELINES FOR I e. / PROPOSED 4'0 MAM�OLE w , ^` - - �� �` /`\DW DDR10NItL INFORMATION) 5• �- EROSION AND SEDIMENT CONTROL'. A 11 i 12.3 _ /. ; `, B °,, TEST HOLE DATA #1 ( �� t1 - Otto Ni ` 1 \ 12. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 9596 MAXIMUM DENSITY AT THE OPTIMUM MOISTURE _ M t CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. INV IN 9,8 B r. , IN OUT 9.8 E - '- --��_ `ium- 11,IC1 1♦ % \ / I ---' I III�� �' `�+1 1:B" DWS ►� / 0.0 13. ALL ADJACENT PROPERTIES WITHIN 150'OF TIE SITE ARE SERVICED BY PUBLIC WATER. �•••-•,;.�.- •�• � , '� 11i v,\ ,, N�� ', , `' MIXED CLAY, LEGEND 111111';IlPROPOS® \ PROVIDENONSHRINKING EXISTINGPROPOSED REJIAOVED WLKINS MODEL 2-'��-��� i � � • \ � �� � �,''• / CONCRETE INVERT FORMED TO AT MAST DOST SEALANT GRAVEL AND LOAM 14. A TEST HOLE EXCAVATION INSPECTION TO BE PERFORMED BY THE SCDfiS FOR THE WICK HOLE. 2-10 SLIPS !° 975XL 1112'RPZ ° \ 9 ` '( 1 / \ � '' .1,4F- ��'� LEAST THREE QUARTERS OF THE (CH) 101 I� ,° t. J ! ° '-1)24 21O• .0111...-rig 11'le i1 I1 1 OW-1 e/� 1 i J! DIAMETER OF THE PEE [11 2.O' CURBAWa!' 15- WICK HOLES ARE PROPOSED TO BE INSTALLED USING PRECAST CONCRETE CUTTING RINGS. THE INSTALLATION OF ADDITIONAL • o I t��. !t j 1 1. 1 "B' 1 4. / , �� BROWN CLAY(CH) SHORING AROUND THE EXCAVATION IS NOT ANTICIPATED. CONTRACTOR TO CONTACT ENGINEER IF ANY ADDITIONAL SHORING IS v I ° �+ ® ® 91' I ` 1 .1 i /, 1�W. �r . ^� \ / \ REQUIRED ONSITE DURING CONSTRUCTION. THE ENGINEER TO BE PRESENT DURING THE EXCAVATION OF THE WICK HOLES. • ° 1 q• ° 2- 1: \ �a 1 r��''� ,/ B �„} 6.4'(WATER TABLE DRYWELL . 11 1 \O / i -' ' 9 1 I 2-'i0 T , G k 1: • 1 "/ -'\ ` , I `, • • - CAST IN PLACE FLEXIBLE RUBBER ELEV.1.5 16. THE SEWAGE DISPOSAL SYSTEM ON THE PROPERTY DOES NOT COMPLY WITH scOHs STANDARDS AND EXCESSIVE COSTS MAYBE r ` 1 I 1 19 T I ` Altak,. , f i / 1 ( SLEEVE WITH STAINLESS STEEL STRAPS } 1 INCURRED IN THE FUTURE IF REPAIRS ARE NECESSARY DUE TO NOT HAVING ROOM FOR 50%EXPANSION. THE SEWAGE DISPOSAL • • o ° ; ,1 g��• ` • 1;• : ; 1 • '��' 1 OR FLEXIBLE RUBBER BOOT SEPTK:TANK �� O O - 1 , \ t + 1 / SYSTEM WAS APPROVED BY THE SCDFS BOARD OF REVIEW DATED FEBRUARY 1,2013 UNDER SCDFS REF NO.:[1012 0009.�_ :I 4I 1 °© t�18 2-135Si�'S I ��111 1 I MONOLITHIC BASE SLAB P • ' z ,I 'I 12"135 [ I-� 1 . ' 1 i 1, ► . ° ;= d ° ® : ; r 1 �°� TYPICAL DISTRIBUTION MANHOLE LEACHING POOL SANITARY FLOW CALCULATIONS: 1 x ( ► © �Ow 1• ; 111-1.,_ 1'a DWI 1 --(`--%)"13' N.T.S. WATER IN a / I �� I ��' 1 1` - - DW-/ 1 BROWN CLAY(CH) SANITARYSEiNER S .__..._--_. .-._.. ALLOWABLE SEWAGE FLOW TOTAL SITE: r�m 7• o I ® ,` r �.' `o d . `• I j „ % 1 / sow calm s'EI; DN152 GROUNDWATER MANAGEMENT ZONE N SERVICED BY PUBLIC WATER , . \ = m I r I I _ i ® 16 ° 2-1 \ 1' \ ii , 1 l^` ; tExamUNIT t STORM SEWER - _ \ I L I 1 1 . 1i , ii (TO BE NSTALLED N ikCOORDANCE POPULATION DENSITY EQUIVALENT 1.65 AC.x 600 G.P.DJAC. =994 G.P.D. x. -. - c� ' i I �_1 /t/�`t I• ,`� 1 1 ,i J 1D \ 1"�iN THE S SUFFOLK COUNTY TYPE'F' ----12---- EXISTING SEWAGE DENSITY FLOW(PREVIOUS SCDHS APPROVAL REF.NO.S-48): -. " ? I I. DW �� / B'�; SP6CFiCAT10lf',) FINISHED CAPPED OR PLUGGED CONTOUR I1 1 ° 1 " ADJUSTABLE CASTING TO GRADE ',- ' �1 : i2_10 SL ° . 1; • '� ma B ", <Q INN 525.4' GRADE INDOOR RESTAURANT SEATING: 10 GPDISEAT X 180 SEATS =1,800 GPD t II S I, _ • °® 14 2-13� 1. \ � • , l '��" ' / 1 r• ` dm OUT4.5.1 U4' 70' PROPE�i 1 LINE - - MARINA 10 GPDISLiP X 50 SLIPS = 500 GPD P• ° \ 1 1: �/ \• /4, 1 ,; ,-� WATER IN BROWN .-. TOTAL SEWAGE FLOW: =2,3000PD 1 , •11�� 1 °® 1s 1, 1 1 t" 1 I FINE TO COARSE i i n``it n t • . sLlds w •f nl • I mWK�C HOLE WiTH LEACHING POOL e� a 1 2-10 1. I , :: ADJUST TO GRADE WITH N.J.SHALE c_{�-_.-, II 1 1 .:' SAND(SP) �„�� EXISTING KI TCI•ENGRAY FLOW: _ () ° - RED BRICK&MORTAR IN-OF TWOINDOOR RE TAURANT ' 1T I I - ° I. ` 1 1 1 1 1'.•e7'..,:-=' .y at`5.1.Z�. ''` COURSES&MAX.OF 15'')) 76' 6'0 PERFORATED PIPE S SEATING: 20 GPD/SEAT X 180 SEATS '=3,600 GPD ° I ( . 2-135 SUP 1 i' , I \\ Ili I /1' DW 1 • r` =~; '� 7 ':� :' YYry Jf, ».�., TEST HOLE BY MCDONALD / n 1 ',1 I , 1" a ;. «-*. �:.,s x._.;,:. ,,2 4'LAYER OF STONE \ I 12-10�- ° 11 t I. i• '� I / -- `/ B \ p TOTAL EXISTING SEWAGE FLOW =5,900 GPO ® d GEOSCIENCE DATED MARCH 15,2012 ' '/ ' 1 ° . ��_ �+ / \- D. I 'PROPOSED 2-STORY NEW r--1 GROUNDWATER ENCOUNTERED AT �ROPOSEDSEWAGEDENSITYFLOW: I ��.. \ %�� i�' OW"LC:LI? „ p K4AINTAIN MIN.4'SEPARATION \ e - ti • , , , B" / " \ COCK MASTER iat11LDING Z 6.4'BELOW GRADE. INDOOR RESTAURANT SEATING: 10 GPD/SEAT X 146 SEATS =1,460 GPD [.. ..... [ - , \ 1 B 1 BETWEEN BRICKWORK AW STRUCTURE ......q_. J I I X10 •© 10 a 1 I . , 1 t 1 e \ MO G.FJL) Cl›.--..- INDOOR BAR SEATING: 10 GPD/SEAT X 34 SEATS j= 340 GPD I (�,= 2-13SSLPS') \ : ` CLEANOUT 1 '' 1 d ;FY. 82 rT+ , D MARINA 10 GPO/5LIP X 50 SLIPS = 500 GPD �r Ug I ' '� i �` ` �- SITE PLANS) �^ 4'(MIN.CLASS 150 PIPE) ` 1rTTOTAL SEWAGE FLOW: =2,300 GPD II - ® C 0000/01 11 i ! ` / DgW"\ rte''`;k\ (AS REQUIRED) 4'DA.45°BEND' I 12-1a ° • (--) 1 '� Dw �`, �'�� ' , 1 `' - WITH TEST HOLE DATA #2 I ® ° I- -• 1 EXISTING KITCHENK�RAY FLOW: 2-135 SU III 1` ; ,1 1' Q „B \ 'j , 1 1 1 1 AM)MECHANICAL INDOOR RESTAURANT SEATING: 20 GPD/SEAT X 146 SEATS -=2,920 GPD J I ,1 ��. ° JOINT FITTING(D.I.P.) INDOOR BAR SEATING: 5 GPD/SEAT X 34 SEATS = 170 GPD r I ,1 °„,,4, 07 a� i , \• ��� 1 1 EL=10.0 0,0 PROPOSED WICK HOLE ' •/ : 'o,i 1 i, , I MIXED SAND,LOAM Door(MASTER SHOWERS: 5 GPD/SUP X 5o SLIPS = 250 GPD -T i TOTAL KITCHEN/GRAY FLOW: =3,340 GPD STORAGE VOLUME I 1 I _® ° I 1 1•1: % �,• \� 1 49[47(4'WYE BRANCH 8c DEBRIS(SC) TOTAL EXISTING SEWAGE FLOW •=5.640 GPD ! 1 I. ��I. --( © I 1 1• 1 1 �; DW 0 \ ' WITH MECHANICAL JOINT TOTAL EXISTING SEWAGE FLOW=5,640 GPD j' l '; 2-1t7 ° 2-18 S SLIPS 1: B" i; ' / FITTINGS(D.LP.) GREY CLAYEY 5.0' - �,i PROPOSED SEWAGE DISPOSAL SYSTEM DEPTH OF STORAGE ABOVE WICK: I: , 1 t J ii f -r1 -s ] O C I 1 `, `J �\ : 1 �' - - SAND(SC) 7.5'(WATER TABLE TOP OF LEACHING GALLEY: EL.8.5 1uarH 1-10 cep 1 �`;"` i I - : j , - - : , . PROPOSED DESIGN CAPACITY SEPTIC TANK: 1 - HIGHEST EXPECTED GROUNDWATER: EL.2.5 ELEV. 6.t7 i la I FLOW - - FLOW PROPOSED FLOW RATE 5,640 GPD DESIGN 2 DAY STORAGE=11280 GALLONS % /;. I I 1 1 �,� i i � - ---� 4'MIN.DA. 4•MIN.DA. - WATER IN GREY = VOLUME OF WICK: . 1 1 ° I 1 11. 1'` ` ' ,` W/`� 1 • , USE 3 170 X 6 EFF.DEPTH S.T. 1 GAL. 'II} i1 - 3500 FLOOD ZONE AE;'(EE 7 ' - Q� -11 ------ 1 - - CLAYEY SAN (SC) =68.33 CF/FT X7.48 1 ` B" ;-, DSC (GAL/CF=5111 GAL/FT� ® 2-18 S I �, , ` 14' GREASE TRAP DESIGN: .o./ % r \-2-10 - i'� . i 1 I• i ' i 1 1 t KITCHEN FLOW=3,340 GPD I- STORAGE PROVIDED: TYPICAL SANITARY HOUSE CONNECTION USE1-12t3X5'EFF.DEPTHG.T.=3,750 GAL. �� t' • ( \� 3 I 1 1 �, �� i 1 2WICKSX6 DEEPX511.1 GAL/FT=6,133GAL $. r ( \ \ ° �U @3 I' , , ,--I } • _ ' ' CLEAN-OUT DETAIL 'SHINGHIN GPDESIGN: ' \ • ����� i DW/ \ WATER IN BEACHING- 1.5 GPD/SQ.FT=5,640 GPD/1.5 GPD/SQ.FT.=3,760 SF 0. 2- • () I C I k ` ``• ,. .• � BROWN0X3.142=25.13 SQ.FT/POOL r 1-VT° ® . ® / �,vrU• . 1� ( : ? I i\ NOT TO SCALE CLAY(cH} t%1 F VED BY • , '. 1 2-18�"I�•PS � ' 10'0X3.142=31.42 SQ.FTJPOOL 1 . \'\ ( , I \i / I \ LIMI PLANNING BOARD USEEX-11-8'0X4.37'DEEPLP'S=48.1V.F.X25.13=1,209SFi , ,, �' I \ • 3/18/13 SCDHS COMMENTS S'.'°'- • =';; ; ; I - - - - - - - - - - PUMP STATION BUOYANCY CALCULATIONS. WATER IN PALE50' TOWN OF SOUTHOLD ADDITIONAL LEACHING GALLEYS REQUIRED: 2118/13 SCDHS COMMENTS 8.5 X 4.75X4'LEACHING GALLEY=106.0 SF/GALLEY •� I �, _ ,, _•,•.•__,___-� BROWN FINE 3,760 SQ.FT-1,209=2,551 SQ.FT/106sF/GALLEY=24.1 GALLEYS 12/11/12 NEW TESTHOLE DATA •--:. is ' --` ,�` / 1 i i HIGHEST EXPECTED GROUNDWATER ELEV. =2.50 SAND SP DATE , USE NEW 25-8.5'X 4.75X4'LEACHING GALLEYS=25 GALLEYS>24.1 GALLEYS 10/15/12 SCDHS COMMENTS i ', - , -- BOTTOM OF SEPTIC TANK ELEV. =0.65 ( ) 58' / �.J '; 8/14/12 DOT/SCDHS COMMENTS L . i; ' ; - i I \ / OW DESIGN FOR 50% EXPANSION. ; I -; `,,,l� ; "B" TOTAL BUOYANT FORCE: / l _ , • - ' , ; DW "B"' / TEST HOLE BY MCDONALD r^� �`' aj'e-1(2 3,760 S.F. X .50=1,880 S.F./106.0 SF/GALLEY=17.7 GALLEYS REVISIONS It • GEOSCIENCE DATED OCTOBER 18,2012 % USE 18 -8.5'X 4.75'X*LEACHING GALLEY S=18 GALLEYS 17.7 GALLEYS 1 �; ��� ;' Tf/4 X 3.233=X(2.5-0.65)X 62.4 PCF=-947#x 1.5=1,421# • • GROUNDWATER ENCOUNTERED AT 7.5 k / i /-,_._„; EXPANSION POOLS NOT SHOWN ON THE STfE PLAN SINCE THEY CANNOT FR °' • • i ' �`� ,>-= - / RESIST FORCE: BELOW GRADE. DUE TO THE SITE CONSTRAINTS. ( N�{r, - �� \ -- / CONCRETE REQUIRED:1,421#/150 PCF=9.5 CF N.- a J.C ;r, .. BATHROOMS AND SHOWERS AND 2ND FLOOR OFFICE SPACE ARE FOR DOCK MASTER � p� p A .i `i Z`�`, `.--- - -_ ��` ``-- $''' y� / AND BOAT SLIPS/MARINA ONLY AND ARE NOT OPEN TO TIE PUBLIC. o r - `�, .. •• `. •� ..iris PROVIDE 95 CF OF CONCRETE=150 PCF X 9,5 CF=1,425#>1,421# -:,,.:41 a ' ,- - I 1 , , ,+, Plans are red Condon Engineering, ., �� �. .,��'.., �� prepared by nearing,P.C:IisavitiationoftheNewYork I - - '•`$i �, �, ,✓.•ii'oh: 1 \v� Slate Education law,Anlde 145,Section 7200,for unless under r ' • `, • - �.�- - \000 o SITE DATA Health Deparhnent Approval Starnp the drection of a licensed Professional Engineer,Architect,or!and Surveyor,b alter �'�. :3 1`%"43 . \ ,�' ;; ::a ":"- -' \ I / ,� \ , fwS.r!^ - - SCTM# 1000-56-07-02 \ / �� �� ;:V 14i' ,- ' S ng g Surveyor shall affix b the O' \���•' . �• - PROPERTY: 64300 Route 25 any item inianyway.If an item bearing the seal of t,aEngineer,Architect,Orland - R 0819A2. ti Surveyor is altered,the altering Engineer,Architect or Land Su ASF C• i ,,-. 04.!. - ;'. •- „•\ � , WICK H OLE T I E DISTANCES. ADDRESS S.C.T.M.DIST.loco SEC.56 BLK.m LOT 02 item seal and the notation'Altered by fak�wed by his/her signature and the Esslo. Greenport,NY 11944 data of such alterations,and a specific desorption tithe alteration, \ •\ // • �•;"0.'' �-' Npw "i�','�',�QW A / WICK T1 T2 OWNER: MILL CREEK PARTNERS,LLC • `. / 1 . 'a'-- "�'• -'sT •pP j W1 54.6' 61.9' SITE: 142,441 SQ.FT.=3.27 ACRES 1.65 ACRES UPLAND • • MILL CREEK INN AND MARINA • / / O ' / 58.5 57.9' ( Condon Engineering P.C. ,\ / .f,r, _ PSG ' ZONING: M-II Scale:AS SHOWN 64,300 MAIN ROAD (NYS 25) c \\ ••\ / - _ ., ._, i OWNER/APPLICANT: , .LIC 17 sigsbee Roan SOUTHOLD, NY OF MILL CREEK PARTNERS,LLC, I Mat6luck, New York 11952 SITE PLAN P.O.BOX ( 1) "1 ( >)298-1986fax • CUTCHOGUE,NY 11935 Date:612/2012 vvwuv,00ndonenglneering,00m SANITARY PLAN 2 SCALE: 1°=40'-0• • . ••• F.F.13.69 HEAVY DUTY AND LOCKING ' CAST IRON COVER TO GRADE HEAVY DUTY AND LOCKING CAST IRON COVER TO GRADE •• TRAFFIC BEARING SLAB GRADE EL.12.3 TRAFFIC BEARING SLAB GRADE EL.12.3 �? • 24' 6'LINE FROM GREASE TRAPI N 6'PVC WASTE LINE • { PITCH 1/4 INCH PER FOOT _,. _ PITCH, INCH PER FOOT 6' FLOW LME 6'PVC WASTE LINE r PITCH 1/4 INCH PER FOOT INV EL.10.55 INN EL.10.35f 17 MIN.I 10' INV EL 9.6 TO SEPTIC TANK INV EL.9.8 i v 11\ INV EL.9.85 • 4' IS: 20 . 10 MIN. , - �. MONOLITHIC UNIT .. 4' 8(8 MIN.) • I , 17 DIAMETER HIGHEST EXPECTED GROUNDWATER • F ELEVATION(El.2.5) PROPOSED PRECAST GREASE TRAP DETAIL • HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKINGCAST IRON COVER TO GRADE CAST IRON COVER TO GRADE CAST IRON COVER TO GRADE CAST IRON COVER TO GRADE 3 MIN.COLLAR OF CLEAN CAST IRON COVER TO GRADE SAW AND GRAVEL AROUND MORTAR FROST PROOFING MORTAR FROST PROOFING -MORTAR FROST PROOFING • HEAVY DUTY AND-CAST IRON COVER TOGRADE GRADE EL.12.0 i MORTAR FROST PROOFING TRAFFIC BEARING SLAB TRAFFIC BEARING SLAB TRAFFIC BEARING SLAB LEACHING POOLS 24' [TRAFFIC BEARING SLAB GRADE EL.11.0 2.5 MAX 2.5 MAX 2.5 TRAFFIC BEARING SLAB FL- . • • 24. TRAFFIC GRADE EL.10.5 25 MAX. 24• MAX. 2.5 MAX. 22.5 MAX 24• MORTAR FROST PROOFING 6'PVC WASTE LME • BEARING SLAB a? GRADE EL.10.0 24. 24' 24' • �1 /� 1 1Mai �� GRADE EL.9.7 �� f GRADE' 9.5 �� GRADE EL.9.7 \ 11116. PITCH}`INCH PER FOOT �; ��1� � r ��• �'.,�� >• r�•�� / 111111. 9 !MINI 20' 20' 20' 20' 20 20 20 20 6.5'' hh•Eaxuhuz�rh4.on rhrhJ 6.5' hr Eaxua¢AThon ,► 6.5' hr Eohuhl¢Arhorr :i 6.5' hr EQUALIZATION h 6.5' r EQUALIZATION Fw'E 6.5' hr EQUALIZATION h 6.5' hr Eowu hzAnor+rrE 6.5' 17. • INV EL.8.6 INV EL.8.1 7 77TTTT"" 7 v :r ► 1: 2 v 1 2 v ► 2 ► 2 v g. 2 v 1W EL.8.8 - 4' 7_ 7-0'MIN. �7 7-0'MIN. 7.0'MIN. g 7-0'MIN. ,7, 7-0'MIN. 2 g 7-0'MIN. 2 g 7-0'MIN. 2 i 100 X 8 DEEP 30(8 MIN.) 7 • BOT.EL.4.5 V BOT.EL.4.5 i BOT.EL.4.5 j BOT.EL.4.5 j BOT.EL.4.5 j % BOT.EL.4.5 j % BOT.EL.4.5 li BOT.EL.4.5 '°' q. 4" • e• LEACHING POOL 0• \\ AT EACH WICK • - -.�+.0 K` - - -',s,�.1'• Z . ��.- �•.l.�':Y'�.! �'.' -!'�:+-' -..-:�+i.�. ~. r.,:}-- .i.+•..+1 '•}.T-•-•�:•. +'-e•�-=:r... .'•ar •\.^�,i-:�•'•'y-s#i.e.4' :,•+:.. •,e • e:•',::`••••: / . • 4..,..� . ..•:..:_• .:.-f- :..:e.:-.:.:'.y-�t,-• :�. .:.. .t=• .. r- .rr:,�►. ':`+tirf•. Y-.'d►'.'1t�'�--'�`••'-�� n- 'f. � : :' F. • :�amu :� • •- HIGhEST EXPECTED GROUNDWATER r � �.;..:.^ :�.�•r+:' . . ••�+..:�t.=.:«-+•::•••:=:�:=+•••5•-•,..:L,:�•..:::�;�-••;.� �,,,;�..�.:►.�. +a'. �:�;'„�i.�' c-.i�-T'- '=;:; .� +.�-'.. rs�»�•.�...+�=•• �.::�:.�::•�:��::�r-'•:,.o.�. .. :• t=' .. �.� ;-�{�� ELEVATION(EL.2.5) •��j / �� �� �� IJP7�� 4/ JA►� 'r AV ��` '14* / • 2 C % /� /�\A\A\\/.\A\A\A\A\\A\A\ \\A\A\/�\\A\A\A\A\A\\A\A\/�\\A\A\A\A\A\A\A\As\\A\/\A\A\A\A\ A\\A\/\A\A\A\/ A\ A\A A\A\A\A \\A\A\A\\A\A\A\A\A\A\A\/�\\A\/\/�\ /�,�\� 6'0 PERFORATED PVC PIPE WITH CLEAN SAND AND GRAVEL 1'MIN.TO PIPE co ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE LEACHING - PERFORATIONS FACING DOWN BENEATH LEACHING POOLS 1'LAYER OF GRAVEL- :r}'•' :' ..... .:..: .:" ...•}: • SOILS AS APPROVED BY THE SCDHS. EXCAVATION IS TO BE ,_� a-' �' iT INTERCONNECTED TO EACH WICK MnN -,,CONTINUED A MINIMUM OF 6.-0'INTO SUITABLE MATERIAL AND ; ,:,• `" ;.:. �'_, :' « . BENEATH GALLEYS AS SHOWN ON THE PLAN. BACKFILLED AS DETAILED. CUTTING RINGS MAY BE REQUIRED. • PROPOSED LEACHING PROPOSED LEACHING PROPOSED LEACHING PROPOSED LEACHING PROPOSED LEACHING • :' '.> . At GALLEY DETAIL GALLEY DETAIL GALLEY DETAIL GALLEY DETAIL GALLEY DETAIL - : :• ... • WICK HOLE FILLED •••:• '.• ' APPROXIMATE `r, :WITH CLEAN SAND AND n• LOCATION OF ' SANITARY SEPTIC SYSTEM PROFILE (LEACHING GALLEYS) "`.•' GRAVEL(TYP.0F2) •�` ACCEPTABLE 170 PRECAST CONCRETE "... ' : 't LEACHING SOILS • NOT TO SCALE CUTTING RINGS ;'•~ • (50'BELOW EXISTING GRADE) ACCEPTABLE LEACHING SOILS INSTALL DUMMY RINGS OR DOME A TEST HOLE EXCAVATION MORTAR FROST PROOFING- AS NECESSARY TO BRING INSPECTION TO BE PEED SY HEAVY DUTY AND LOCKING PROPOSED STRUCTURE TO THE SCDHS FOR EACH WICK HOLE. TRAFFIC BEARING SLAB CAST IRON COVER TO GRADE GRADE ` ' • F.F.13.69 2.5 MAX. - 2.5 MAX EX.6"a CROSSOVER PIPE HEAVY DUTY AND LOCKING GRADE EL.123 GRADE EL.12.3 CAST IRON COVER TO GRADE TRAFFIC BEARING SLAB HEAVY DUTY AND LOCKING ,���. L .��.•I GRADE EL.12.0 2.5 MORTAR FROST PROOFING CAST IRON COVER TO GRADE 1l7 MIN. �� 4 ~24 1 4 I 4 2.5 MAX. b . 20. . 6'F+L, ma ,�.�.,• RWI112t RMI 112: RIM 11.1* RIM 11.11 `• { jr- 6' FLOW LINE _ _ FLOW LINE 10' - - � ��Q fPQ2 RST 4c LIE6'PVC WASTE LME 24'► "24 24 -24' [TRAFFIC BEARING SLAB . n INV EL.95 INV EL.9.35 24' oo co PITCH}�,MCH PER FOOT I % �, I r-----1 IW 20' 20' 20' ' 20' o COLLAR 1 1 = INN EL. 8.85 , ,--r _ 5'MIN. 8' 8' Jw-� cv 4'SANITARY WASTE PIPE PITCH 1/4 INCH PER q• a M`b' -4.. FOOT FROM BUILDING,AND SANITARY MANHOLE IMI EL.8.6 R 6'SANITARY WASTE PIPE PITCH 116 MCH PER `� NEW 67d PVC PIPE t r n 1 �l c:'a o Q v v v `+', C - FOOT FROM GREASE TRAP Q F. INV EL.8.8 I I I I -- -„ Q a INV EL.8.5 -- - -- WICK ten s� , \ (3)8'0 CROSSOVER NEW 48'0 PRECAST SANITARY 1 BOT.EL.45 E:---= ( BOT.EL.4.5 C --� BOT.EL.4.5 --� BOT.EL.4.5 _ TOHOLE :�i 4' 4' PIPES 20"0.C. 6' ' SHEET -' MAMiOLE(SEEDETAIL HE - 11) S o - 8'MIN. .._ • HIGHEST EXPECTED GROUNDWATER 17 DIAMETER 17 DIAMETER ELEVATION(EL.2.5) NEW 6'CONCRETE SLAB WITH 6X6 W2.0XW2.0 EX.POOLS TO BE CLEATED AND BACKFLLED7 MIN. NEW 6123 CROSSOVER PIPE TO ALLOW POOLS TO DRAIN WWM OVER A COMPACTED SUBGRADE • WITH CLEAN SAND AND GRAVEL TO PROVIDE TO WICK HOLES(NOT REQUIRED IF EX.CROSSOVER 7 MN.TO GROUNDWATER(TYP.OF 11) PIPES ARE WITHIN 6'OF BOTTOM OF POOL) ; PROPOSED QUADRUPLE PRECAST SEPTIC TANK DETAIL EXISTING LEACHING EXISTING LEACHING EXISTING LEACHING EXISTING LEACHING POOL DETAIL POOL DETAIL POOL DETAIL POOL DETAIL • d b SANITARY SEPTIC SYSTEM PROFILE (EXISTING LEACHING POOLS) . ° , . • °'• - (3)6'O CROSSOVER • NOT TO SCALE .• d e ,, PIPES 20'O.C. • ° • . . • APPROVED BY NEW 6'SANITARY WASTE PIPE • • PITCH 1/8 INCH PER FOOT 41 4 : 170X6'DE E�4• ,500 • v PLANNING BOARD GAL.SEPTIC ANK d 0 . l0 ° a e • TOWN OF I��� aQ • 4'SAMTARYWASTEPIPEPITCH1/4 SOUTHOLD NEW 6'SANITARY WASTE PIPE / 1�''•�' INCH PER FOOT FROM BUILDING, PITCH 118 INCH PER FOOT TO d. d ° •.�� ° AND SANITARY MANHOLE DATE /.-, I /3 DISTRIBUTION LEACHING POOL • d ��� d 6'SANITARY WASTE PIPE PITCH 1/8 AM)LEACHING GALLEYS ° d e' INCH PER FOOT FROM GREASE TRAP • ..- to. • �� 170X5JsDEEpTEPic. env • `-��L ..._.. %5 9,'i . . • • e • d _ 4.1111) ' GAL• dNEW 48'0 PRECAST SANITARY MANHOLE ° ° t�• `• °S DETAIL SHEET 1 • s�'( ( EE ) • Health De artment A roval StamGRADE EL.12.9 d 4° d °• .,, • p pp p 6'PVC WASTE LINE 170 X 6'DE�'-4,500 � 3/18/13 SCDHS COMMENTS _ PITCH 1/4 INCH PER FOOT GAL.SEPTIC TANK. 2N8h3 SCDHS COMMENTS INN EL-9.8 --� TO SEPTIC TANK E/0�EXTE SERIES DHt� UNT �--INV EL. 9.6 •• • 12/11/12 NEW TESTHOLE DATA (OBE*STALLED IN ACOORDANCE WITH THE d a 10115/12 SCDHS COMMENTS MANUFACTURES SPECIFICATIONS) e e REVISIONS NEW 48'0 PRECAST SANITARY d• •° DOCK MASTER BUILDING-F.F.EL.82 MANHOLE(SEE DETAIL SHEET 1) - - GRADE EL.8.0 , v d d ° r • �v�, 'f.� 1 NEW 4'SANITARY WASTE PIPE ill , 1 1/4'SANITARY FORCE MAN NOTE: ' PITCH 1/4 INCH PER FOOT K, (PVC SCH 80 PIPE) 1. SLOPE PIPE EVENLY UP INCLINE AT FRONT OF BUILDING W2.OXW2.0 WWM OVER A COMPACTED /�. `, '✓ y it f" NEW 6'CONCRETE SLAB WITH 6X6 xJ` ��/ #s i I h� Sl18GRADE Plans are prepared by Condon Engineering,P.C. It is a violation of the New York _ A* { ,,,,� 2. RUN PIPE AT A FLAT SLOPE FROM THE PUMP STATIONw. = r State Education Law,Article 145,Section 7209,fora :µ -., . S TO THE FRONT OF THE MAIN BUILDING. tt > ¢ Y I any person unless esti under t \ PROPOSED TRIPLE PRECAST SEPTIC TANK PLAN the drectionofalicensed Professional Engineer,Architect,orLand Surveyor batter --.1-44.7 : i INV EL.45* INV EL.6.8 NOT TO SCALE any item in any way.If an item hearing the seal of an Engineer,Architect,or Land `<e' s,..S.A :5 • INV EL.3.251 •,; ,.. HIGHEST EXPECTED GROUNDWATER Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix b the pi's, ;::::.: j 'c:.: ELEVATION(EL.2.5) item his/her seal and the notation'Altered by'followed by his/her signature and the `1�t-7�t�, 0 r."' - - -:rr - . / -'•;'; date of such atteralions,and a - S.C.T.M.DIST.1000 SEC.56 BLX.07 LOT 02 _.. specific description of the alteration. 6.0' . ANCHOR.....PRCIVIDE CONCRETE MILL CREEK INN AND MARINA Scale:N.T.S Condon Engineering, P.C. 64,300 MAIN ROAD (NYS 25) 2 SANITARY SEPTIC SYSTEM PROFILE 1755 Sigsbee Road SOUTHOLD, NY OF NOT To SCALE Drawn by.JJC Matlituck, New York 11952 (631)298-1986(631)298-1986 fax Date:8/14/2012 yyyyyy.ap �; jng, ,, SANITARY PROFILES 2 . .i i • . I 'Op ' \Ixt, / • •• '• ei • • rffJ O Ni se . 'Q� - MASHAMOMUCK POND - A -P,, ,...,„ i yor- 4,\ s . t MILE MARKER - - - 44? 1 +-k`P• 25 AP ' •` ��� - ,c4� f / 1836 0704 ' • - E, .:tetOt-- i: rf- ;(45�, ��NEf1TLY SAWCIJT AND 11EET r/ - `�' ::1111111 Mr"EXISTNiG PAVEMENT ;, `,�'�.0EX EDGE OF PAVEME T ' ydc a , - - - - �� r/ _ _ - HOLD DAYr ' ca , O (or > V 1 OJECT1\ ' * RC �! ,,,:ve:', „ 0 . !,„�/ / \ (1, CATION - ^ M \ . •L , Pre C.CURB ' s� , Il \ TE SHOULDER •I• EXISTING PAVEME?IT TO BE TYPE A-REM 609.04M f ,, i eM CAST N PLACE,51PERiMNENT �% \ , 7 LOCATION MAP . , ,, DOUBLE Y c REMOVED UP TO CURB UNE \ '"•SEED ,� •e'�" SURVEY MARKER \ 1' 00' YELLOW STRIPE '",...,,,WEST BOUND N ,' \ REM 61 ' - (SEE DETAIL SHEET 1 \ - m �• �' � ^;��!! LEGENDPROPOSED I , NEW GUARD RAL , � Ir-•a� ra►..t�•. . PROPOSED 12"YU16E BAR %� \ EXISTINGr WH �• ��r 'tor ATE ���P-".' `.•''��j' 1 _. .. ... CallIMIN_' CURB PROPOSED BELGIAN BLOOK ENTRY ;( \ \-- { + VENEER WITH NEW > A EDGE PEDESTRMt1 ENTRY ST---____-- _ ___:____.L„.- -- i - -- -- APRON oN ooNc�l►sE(�DET AnOFP n Tii • :• r V►N BL�('K C ` : ZALTON .: •:,,\ , A 03 ,... rr�rr rrr0. ,, Q j SV,I�G,MARKER . R�"Y `• ,,', I • �I!r�.�.!r �►�: t= r- MILE MARKER o i TO'4 REIAOVED(SEE DETAILSIEET3) �� EIL wALL ( 1 • PROPERTY UNE .._ 1-,_'.-b _ 0704 cz •o, \ - 1634 -- Nir cs NEW gouRD CONCRETE \'; TOPSOIL&SEED(NYS ROW) . . . . . - - --'""� " • , \ �" STONE VEI!€ER WALL POSSIBLE FUTURE W - _ • k SA CUT CROSS ACCESSr. --��,;�� 1 1\ � ���- 637 \ RETAINING WALL = _ DtIMPSTER LOCATION wf TH 61 IMF ��IA 1 '• \ I. FTI#GH PRIVACY FENCE BunDNG �` \\ Wiriat. \\ GENERAL NOTES ����POUREDOONCREIE (QST '� • ' SONEvt]EtE7twALL 4.4E ; #398 GFA ,; ' ' �• \ • 1. AU.MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND ' _ IIiT'6 �q 289BSF. 13.5 " , \ pµ FlRST�ooR ,. J Wil SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE NYS DEPARTMENT OF TRANSPORTATION AS _.` _ .:, \ REQUIRED. • wax j `/, 2. EXISTING CONDITIONS SHOWN ON THE PLANS FROM SURVEY DATED MARCH 25,2011 BY HANDS ON A , I ,,, j , '-'...j11114- �� r. I SURVEYING. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NGVD 1929 DATUM AND ARE THE 111101L=4 wasiRESULT OF ACTUAL FIELD MEASUREMENT. ,, ° �Illitl/.= r•. -"u �.\ ';:� \` •', / 3. PROPERTY IS PARTIALLY LOCATED IN FLOOD ZONE AE(EL.8),ZONE X AND ZONE VE-11 AS i01 I I ( roc 0;.. 2_ sups . 11:1( ,,., � p� / DETERMINEDFROMTHEFLOOD INSURANCE RATE MAPS (FIRM)PANEL#36103C0159HEFFECTIVE, 4 1 1 ° haava , /I ° � '� 2.1(1SLIPS /` 1oar�w�Y / �' �', / DATE SEPTEMBER 25,2009.I 1 Ir ' y.� ® I 11: , 1' 1 ? d� 4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE I °• I 1 i 2-1355 1' ' I• ` 1` I ! 's �Av COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN . . ` d II �'.0 I ••,1 11 2-10 °® 19 C T 11' \ ,� `, (! ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. r•-, p I god. • ° 1:.01011114 ' • , - i , ' i d , I I' t 1 1;; �� , 5. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE o= o o °I ' .I :1 1 2'_13 �SLPs . @ 2-13.5 I. : \; ��` , I r MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY ONES OR STRUCTURES. i \ \ s r� :I t t D I 1 6. THE CONTRACTOR SHALL BE RESPONSIBLE 1=0R SECURING ALL NECESSARY PERMITS BEFORE II T 3 X ° i II { ��' OO ° ��� 1 \ ' ';�, '` ----- -- ,, COMMENCING WORK. \ fia _ ° i t=1 I 12IT 1g t 1 1 ;� \ \ $ i I 'I 30 2-1 1 1 Il ;, I, 7. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN\ ' nP I ummv.77 Not t 1 \' 1 I = �;, \ '' COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE \ . 11 2z- -' 10 �,j Dom_w� � 1: \ BURIED ONSITE. I 'I\1t ° SILL 14 2-1 - -a. I.. I. �, ter. t, \ \\ iI. I� � ® ° 1 I. I'\ , ,` \ 8. ALL DRAINAGE PIPING MATERIAL TO BE ADS N-12 SMOOTH INTERIOR CORRUGATED POLYETHYLENE :i 13 1. 1 ,, \ , \ .1 { 2.10 _rte 1 �i 0 I PIPE AS MANUFACTURED BY ADS OR AN APPROVED EQUAL. INTERCONNECTING CATCHBASIN PIPE \\ �1 I `.I -D ! °® , ° _ 1 ;� \� 1 0"' �\ CHAMBER HEADER PIPE SHALL BE MINIMUM 12"DIAMETER OR AS NOTED ON PLANS. ALL PIPING TO srnsi+. •® ° 2-1 � 1. A % l\ 0 f� \ HAVE MINIMUM 12"OF COVER% . \\ / Ira I I 1 2-1D � 11 I 1 11:' `, �', 10 \ \ \ ;I - ® O err , ° ;. d . 9. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS • /I c 1 ��_ ° ° \ .,.�-'-.4. I �, o • NECESSARY TO PREVENT THE TRANSPORT OF,SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE _I . ._Y ' .1 I i 1 °© 10 _ % 1• ,I ,A , \\ r-� i SPECIAL NOTE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF • ;4 1 :I 1 ;=10 ars ° 2-115E1-PSI 1. I 4, ,:::::1 ij' ,� \ ' , - EROSION CONTROL MEASURES SHALL CONFORM TO'THE NEW YORK GUIDELINES FOR EROSION AND rri T€ : 'I Y ® 1• ' ' r--' REQUIREMENTS OF THIS NOTE APPLY TO ALL SECTION 402 HOT MIX ASPHALT SEDIMENT CONTROL'. . •1 inomos 0 _ 1`. ' ` I 9 /�� 11 �,;� \ i�' _: (HMA)ITEMS IN THIS CONTRACT. 2- °® ° C- 11 ; \� \\ 10. ALL PAVEMENT TO BE REMOVED SHALL BE SAW'CUT. �`I . I I ® ® sLP�\ 1' (+� \ I PG BINDER ; 2-135 ,t ' , ' , 11. SOUNDINGS NOTED THUSLY X 6.0' ARE WATER DEPTHS AS REFERENCED TO LOW TIDE ELEVATION OF i / I ,i 41 0 st I', ' I ` rvo. \ USE A PG 70-22 MEETING THE REQUIREMENTS OF AASHTO M320,STANDARD APRIL 26,2006 DERIVED FROM ACTUAL BOTTOM OF BASIN ELEVATIONS TAKEN AT 11:00 AM ON APRIL # i I =1 • ° I •1 ', �I,1\ SAY \ SPECIFICATION FOR PERFORMANCE GRADED ASPHALT BINDER FOR THE 26,2006. ® i 1 1•1; 4 I F' \ PRODUCTION OF HMA MIXTURES FOR THIS PRODUCT. LOW TIDE OF APRIL 26,2006:4 EL:-1.3'4-4:30 AM i ! r���. --q� Q I11: ) 1 1% ; I HIGH TIDE OF APRIL 26,2006:4/-EL:1.6 +/-10:40 AM ; ; g. 2.10 t ° 2-185 SL» 1 III \/'' I USE OF POLYPHOSPHORIC ACID(PPA)TO MODIFY THE PG BINDER s i� ' I ---(% ° C? I' a 1) ;, 1.4\ NNW i 0 PROPERTIES IS PROHIBITED FOR MIXTURES CONTAINING LIMESTONE, 12. SEE SITE PLANS BY SAMUELS&STEELMAN ARCHITECTS FOR ADDITIONAL INFORMATION. r r•�, 0 1. ',I , , I WIN 1- 1 . \ I,� ti LIMESTONE AS AN AGGREGATE BLEND COMPONENT,LIMESTONE AS A nut I I • 1 1 \\1 '� \ , ` ��i0.StIP \--3 ' 1 _ PROPOSED BOAT YARD CONSTITUENT IN CRUSHED GRAVEL AGGREGATE,OR RECYCLED ASPHALT 13. ALL WORK WILL BE COORDINATED WITH OUR CAPITAL PROJECT PLANNED FOR THIS AREA,PIN 004237 I I - i 1-. i San 'NY 25 TUCKER LANE TO END OF NY25 THIN COURSE OVERLAY FLOOD Z '`\ \ of boat d ,,, PAVEMENT(RAP)THAT INCLUDES ANY LIMESTONE THIS PROHIBITION AL ONE A :(EL g.. ' L-- i r_ 1. ' ' I 1 ` Cs � 41 APPLIES TO THEUSEOF PPA AS A CROSS LINKING AGENT FOR POLYMER \-2=-'d. ® ° 2-1 �'-� 1' • I' 1 i? , ``\ trailers) MAP 07- 1 \ 1000-�- MODIFICATION. 14. EXISTING CONCRETE PAVEMENT TO BE LEFT UNDISTURBED. lart /. ��6�� i 1 11' ` 1 ' ' T�p t E/►SED BY MILL e \ I ° U 0 1` ' III ' - 1 CREEK P RINERS 5/1/12 2.10 \ ® I; i I` 1; 1 �,. ��- A �,tEN7 FOR MIX DESIGN 15. CONTRACTOR TO CLEAN EXISTING DRAINAGE BASINS ALONG AND IMMEDIATELY ADJACENT TO THE NY ® _ I' \,; I (SEELEASE��� tNFORMA-not4) 25 SITE FRONTAGE AT THE COMPLETION OF CONSTRUCTION. • ° C �� ,I I ADD► THE MIXTURE DESIGN MUST BE DEVELOPED IN ACCORDANCE WITH THE • ;`,` , I I CRITERIA SPECIFIED IN THE HMA ITEMS THAT ARE APPROPRIATE FOR AN 16. REPAIR EXISTING SHOULDER,SIDEWALK AND CURBING AS ORDERED BY STATE ENGINEER. 2 ` ' ' ' I 'ESTIMATED TRAFFIC'LEVEL OF 2.9 MILLION ESAL'S. �� 1-10. 0 O i 2-189SLPs 1 �` ' i %. 1/45 ® / / `; �\ \ ', ; \ --'- 17. IF ANY DAMAGE TO THE EXISTING CONCRETE PAVEMENT OCCURS,THE CONTRACTOR SHALL REPLACE i N 1 i / i'r , ;;I LIMIT Er MATE VAVE ATM_-_._._ - - THE EXISTING CONCRETE PAVEMENT TO THE LONGITUDINAL JOINT PER THE CURRENT NYSDOT . . i "pyo". 0 ! ;;%;;; , o, I -.---------------- CALCIUM CHLORIDE PAVEMENT REPAIR DETAILS AT NO COST TO THE STATE(SEE ATTACHED PLANS). - i W>>4 -r - '' \` CRAWL > t 12/10/12 DOT COMMENTS �,,4 ,--%-- . , / I -- 8/14/12 DOT/SCDHS COMMENTS 3; = _\ ,, , _-------------- � REVISIONS ; a ` off""` 1 - PLANNING BOARD , . ( '1 ' '' i �'- r. SITE DATA OWNER/APPLICANT: ' o` N ` - r TOWN OF SOUTHOLD 1 / SCTM# 1000-56 07-02 MILL CREEK PARTNERS,LLC. 'f #'�� �,1. ` �' `''.,. 1,\- 1.; \ 1 , GR A � _� -� / DATE f al� 3 P.O.BOX 326 crJ ^ t \�, PICNIC A ,--- / / PROPERTY: 64300 Route 25 P ' ' I CUTCHOGUE,NY 11935 ' , ,..;-; / 0 \ 1 _ :1 \� �0 x70 / ADDRESS Green NY 11944 4 ,�I: a -- i 1 \� `` _ :fix ��-��l -C % , ;i, OWNER: MILL CREEK PARTNERS,LLC �, Lid a i :�\ �\ , . y„�.,;�p,�a ��v�' SITE: 142,441 SQ.FT.=3.27 ACRES :,``4:, -« , -- \ 'lam \ i `,�� \ �� / �- �;,!:!�`• c0 ZONING: M-II t��' 051 9.1 . , i • S.C.T.M.DIST.1000 SEC.56 ELI(.07 LOT 02 \ `` y'�I �i1 JIB` ,- r I � '..?:� '�• '`� P�( MILL CREEK INN AND MARINA ' �� _ -__ - .rs •- Condon Engineering, P.C. / ' ` =' �i� O• `� f Plans are prepared by Condon Engineering,P.C. It's a violation of the New York Scale: 1 -40' 64,300 MAIN ROAD (NYS 25) \ \ // .,=;� r . PEG ' State Education Law,Article 146,Section 7209,for any person unless acting under 1755 Sigsbee Road 1 SOUTH OLD NY . \ - the direction of a licensed Professional Engineer,Architect,or Land Surveyor,b atter Drawn by JJC % OF •0 / ,.rair any item in any way.If an item bearing to seal of an Engineer,Archite t,or Land Mattitude, New York 11952 \ \ / r.0••• 1 ' Surveyor is alered,the altering Engineer,Architect,or Land Surveyor shall affix b the . . 1 y \ ' y �r \1 ���-�� (631)298-1986(631)298-1986 fax • SITE PLAN 3 ,. .. • 0%. item his/her seal and the notation'Altered by'followed by his/her signature and the \ / *A•f 1o`v� I- 1 date of such alterations,and a specific desorption of the alteration. Date:3/10/2012 www.condonengineedng.com \ /A -0 ��0� V I 1 'N \ . ,, LEGEND EXISTING PROPOSED BELGIUM BLOCK CURB Q p �eP t�'' SEE CURB TRANSITION . / � CURB i \ O 064- DETAIL SHEET C-3 • / DRAINAGE CALCULATIONS. MANHOLE O SAW CUT&RESTORE r O FLAG Pu.E END CURB THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FORA GRASS cpm!ITER EXISTING PAVE16"ENT IC 8.3± • • / r/ " 2'RAINFALL. STORAGE TO BE PROVIDED IN EXISTING 10'Rl DRYWELLS / ASPHALT N / `��� .- ` e V� PROVIDING 68.42 CFNF OF STORAGE. THE DESIGN IS BASED ON THE DRYWELL 0 �� APB SIGN.2 •Iia�Y H[sT[RICAL s[a BC 8.3± • . r� ,,..ppo0- O FOLLOWING RUNOFF COEFFICIENTS:ROOF AND ASPHALT PAVEMENT 1.0, i • TC 8.7 / S V� 1 ROOF 1.0 AND GRAVEL PARKING 0.50. 2'1% 4) EXISTING SEPTIC SYSTEM TO BE TC 8.53 • 0NO \ BC 82p��ps 119 SEPTIC TANK/GREASE TRAP O� DRII Z X T PINLET EXPANDED(SEE SANITARY PLANS) BC 8.03 - 2�l • . • iss.ttik '- CURBD DRAINAGE AREA"A": T 4 R� TC 8.90 • , • ,,0.-� SEE SHEET C-3 FORAN STORAGE REQUIRED: MAIN i TW 10.0 BC 8A4 i /- fro ,•. 7.--- PAVEMENT RESTORATION DETAILS IN PAVEMENT AREA: 3,710 SFX 1.00 X 7/12=618 CF LEACHING POOL o BW 9•0 , ' ► 1-- ��' N.Y.S.R.O.W. GRAVEL PARKING: 3,500 SF X 0.50 X 7/12=292 CF ,� TC 8.3 TW 10.9 , • ' • %/ 8.4 �� ROOF AREA: 5,091 SFX 1.00 X 7/12 = 849 CF BEGIN TC 8.1 - , :,fit TW 8.Ot - - - - - BC 7.8 BW 8. • ' • �C,, %. -1.,":-- 1,759 CF ROOF DRAIN TC CURB ' STATE BC 7.6 �5 --; ,, ` . ' ��- PROPOSED TRENCH DRAIN DRAINAGE PIPE D SEE CURB TRANSITION ( • • , • • • STORAGE REQUIRED: \ 00 I ► ROPOSED 12"0 PIPE , 1,759 CF/68.42 CFNF=25.7 VF REQUIRED ., DETAIL SHEET C-3 BC 7.4t TW 11.2 >a �a`[�ca? ___- . • • -Z t� �� % • - 915 TO DRYWELL SANITARY SEWER j ^ . . . . . • ' n---'"-:n : '! • ti -� .a - s `� STORAGE PROVIDED: CONTOUR ---1_19.____ DROP I EPJ.4' --------./.\_ • ----- '" L--"'" 1 C- B • 1 EXISTING 8-10'0 X 4'DEEP DRYWELLS=32 VF 9.2 • - • • • - - - ; • •• • P z•4 -_�_ "n ---�b i F1�.I K 111I--- -- _ C8 W"A - - 1 ®Hal VALVE ,t •• � i PROPERTY LINE ., �,VALVE ,[P1.4' TOVI -_-n_---n Ailir,��' , • - - • _ -- DRAINAGE AREA SPOT GRADE WI 7\ ,, ; :.........___..........,,r_ __._ ..._.__ - - of 9a1' 10.0 . �.-n---- - - - --- - i ,- '� • � ��`'�� --� `� �\ ELI `- -^ EXISTING HYDRANT 7 - - /- -✓� 9.5 93 STORAGE REQUIRED: SIi 2 Lll 819 ; ! OQ411',-- ' - - - �'' �'� \ ow"A" '` PAVEMENT AREA: 3,171 SFX 1.00 X 7/12=529 CF TOP/BOTTOM CURB I Tc es _ O O . BC 8.5 � �; I ` i +llZ -� Cn NEW DRYWELe S(DW"B")FOR EDGE OF PAVEMENT ELEVATION EP.BG' _.A - TW 10.5 EL Ill 4911 STORAGE REQUIRED: ?_r_r' I STINE AREA ..- _, \ / ' �• DW A E117,8' ! 114/10.5:W BW 6.7 , �� .ur ---Onilt / : ��+ RAINWATER RUNOFF FROM PARKING 529 CF/68.42 CFNF=7.7 VF REQUIRED TOP/BOTTOM CURB Y, Z ..IY / O c SURFACE SEE SITE PLANS . i 1 /- 83 52 v-_, 1 + ) DEPTH SOUNDINGS x c, CD t YllZ. ► 6-EMI / .SI 1 `� STORAGE PROVIDED: - ; ;;. -4. 3`' • ■ sir 9'7 0 EXISTING 6-10'0 X 6'DEEP DRYWELLS=36 VF X! r v IV 0 al '` o_/ _// O :1�`•� ► � o �� 1IR..-.-..-)1 [O �•' -- 12.30 $ \ i 15 Q `` y ii \imPPia :,, kat 9111 +�' , `, 03 EXISTING WATER SERVICE I : Irlh/ rr - , '� 1 o \.. �:.._.r�:_ , 0 0 --ork--1311 °____7_--v......!........?......... -- � ._. _ DW •\11\ 1\ -9.5 B 8.Ot ii FJUSTING DIYWELL3 '. EXISTING DRYWELLS ..ii - _ - -�o otos Q:lob' X32 r �\ / \ 10'0 X 4'DEEP EROSION CONTROL MEASURES I 10.0x 6'DEEP • tome N j`' ,. ,� a5' \ `� TYP.OF 6 ' TYP.OF 6 101 481 361 ie• \ ' , ` / E(S� 1 �/ 1. IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT AND THE G 2-STAY �RNJIE 10.0 .�••_�� � Q.• ,- , „ \ \ • . NYSDEC,DURING THE COURSE OF CONSTRUCTION,CERTAIN EROSION AND VOOD I IST�N 4'`� Ir.& ; , D a► "";.5± \ 1 _ 1 ,✓ 1 1,4' , 1 SEDIMENT CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THE TW 10.5 �• BUILpIn'G w , \ o " 11 a j/' TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,WATER COURSES,DRAINAGE BW 7.5 ;10' l82 / ..,--------0-;•,, ` �- ' DR% it� INLETS,RECHARGE BASINS,ETC. ACTUAL EROSION CONTROL MEASURES WILL BE r u� '.�j� r -, \D W DICTATED BY FIELD CONDITIONS AS CONSTRUCTION PROGRESSES,BUT THE BLDG, I CRESTA .,.1 \ 1 " o _ ---� 4.4' E 8 989 G.F.A 1.4 -;,' ,, 9 ; \ , Q - B _ ^ T�,- vik‘w' FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED: RFCE 1 1 ri -,+1' -i �' - EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN t8�'lll«�_ - CL 2 856 ECK& 3.5 s. o �o ��. _ �N _ a �� , _ , V UNDISTURBED.~I FIN FIRST FLOOR - EL. ," 7• Z21 , PR POSD SANITARY + _�_ ._ ____ . 1� Q-,� , \ �� T ,ti• - CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF -'�\\ : = i \ F '�CEM N FROG! ', `, ( I t•" ' EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. 1 la1' ►� ` • K MA RS I �� �vi • ,� _ - THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO . r ...\ �� p�4 B LDe�IG ', �I ,, :Dull:X.7:Eu.VELOCITIES.) i i " "�� \ illi; '^r - BE RETAINED ON THE SITE. A-,. N �� \i� I \\I\ / �, ,DW � `5 I tl I� ;r' �` SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND / I I HT / EL; LIT": 0 if -�,,\'- / -� / li B , � .✓•�` MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE"NEW EL C. 1 •-� I �� YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. 411111111111111 ( il E B x \ 1 r pW -- 11 I �o I' �' , � 6,5' "� �� �� ' �IIIII� �, 1 ` / �+ �� \� `` �c u ' ` li_�- 2 INSDTALLED A3RREQUIRED ALONCETM Y BALES OR APPROVED EQUAL)SHALL BE I t'� " E LIMITS OF DISTURBANCE FOR THE DURATION I II 4 �� „ � _"`"'""`•'�•� `+ D w B 1 ,', - I ''� ��;� OF THE WORK. NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO III J" �i111� 1 1 •�.� " ‘ \ _ ADJACENT PROPERTIES WETLANDS OR ROADS. 1 I 101 Ili ti Q�_ ;• :k 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED PROPOSED WATER SERVICE �`1�t ",.; ` 1 �` „ �'�' THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL 1 • w„I 1 / � �' , `� 2� I BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE RECOMMENDATIONS. o ( x4 7' y "• ,� \, �� 1 I A 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM 5,1 '\� ► 1 I\ ` 0 1 / • I 1', \ �, 1 1 �, , SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT BARRIERS,SEDIMENT TRAPS, I ' I 1; `'c �W� 1-� / ` B , }, ETC.AS REQUIRED. 1 le g Y33 ` `� , 5. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE r� ° / • • \�� ‘I 10 w ' / /� ''I� I f 1377 I/ °�' PERFORMED DAILY BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR THE DAY AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE a --, -I I > I. X x4,4' ` • \ �� t \� B / `"� \-'� wit---1____----- L -��� /r ', 1, MEASURES INCLUDE,BUT ARE NOT LIMITED TO,CLEANING AND/OR REPAIR OF \ t E--- ° E • ( 5'4 ! �\ : , ` r �� .-�'�'I / \ ( ; ;iH SEDIMENT BASINS OR TRAPS,SEDIMENT BARRIERS,BERMS,DIVERSIONS AND INLET 1 I I --- \ 1 ` Imo- ', )5.7' �• [ `, `�--X/ ■ I 1` i/ \ 11 ` ' PROTECTION. \ �j > • 41� \ \ ` 1 t , 1 j 1 ', 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. ‘.\ ' \ I \ \ ' 1 -��- 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL -`` �- AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE z z Cl 1 5,T 1' \ \ 1 /-- \ o ° > `� I `�. x x ,, \ r\\: \� \ ` I /' D W \ CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY O d �� x"3,5' 5 4,6 ' . • '+ _ \� / / 1\V. , --A �-� \ „ " STABILIZED. c ° o I\ , L.. 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN \ '^ 'i 1-C3 I o S,U' j \. I \\/'1 1 � Wim- 1 \ II DRAINAGE AREA MAP PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED. AFTER O r� x ` +1 \ ` ` D �� , PERMANENT STABILIZATION,PAVED AREAS SHALL BE CLEANED AND THE DRAINAGE ' 1 -100' = m d r �' 5,1 +� ' �� B , , ;i SYSTEM CLEANED AND FLUSHED AS NECESSARY. • \ 1 „ \ \ , i z -T1 J o I \ ...• x5,3' \ tl 1� I �• q 1 ' \ \ Dw� --.! � Bt z APPROVED BY 1 \ r o x4,6' \ `� B„ \ C \ ? 9 ,---L Ilk �� II ;; Th m \ PLANNING BOARD ` to 1 / TOWN OF SOUTHOLD �' • \ \ x3;9' x5.6' x4,5' \ \ �\ ` �-' , i , „ E I • •■ \ \ \ IA \ DATE . a /26/,3 ° + t i 1 r \f+ k11 1 " 1 r, e-.. .(41°1` i("'" tacCeil'4-4).379/01 >� I 12/10/12 DOT COMMENTS ' 8/14/12 DOT/SCDHS COMMENTS . • REVISIONS , , (---OF flEis Plans are prepared by Condon Engineering,P.C. It is a violation of the New York l , State Education Law,Article 145,Section 7209,for any person unless acting under % ' ,4$9' r3 ,- i the drection of a licensed Professional Engineer,Architect,or Land Surveyor,b atter ter` `' r any item in any way.If an item bearing the seat of an Engineer,Architect,or Land c. 081912 .;� Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the 0„ �,� S.C.T.M.DIST.1000 SEC.56 BLK.07 LOT 02 item his/her seal and the notation'Altered by'followed by his/her signature and the ''��ES S IU date of such alterations,and a specific description of the alteration. I Scale: Condon Engineering, P.C. MILL CREEK INN AND MARINA 64,300 MAIN ROAD (NYS 25) ._ Drawn by.JJC 1755 Sigsbee Road SOUTHOLD, NY OF Mattituck, New York 11952 (631)298-1986(631)298-1986 fax GRADING & 3 Date: 3/10/2012 Www,folxbnengineering.00m DRAINAGE PLAN MAINTENANCE AND PROTECTION OF TRAFFIC NOTES: - END 1.TRAFFIC CONTROL DEVICES SHALL BE AVAILABLE PRIOR TO THE BEGINNING OF ROAD WORK • MAINTENANCE OR CONSTRUCTION OPERATIONS AND SHALL BE PROPERLY INSTALLED G11-2C AND MAINTAINED DURING THE TIME THEY ARE REQUIRED.TI-EY SHALL REMAIN IN • PLACE ONLY AS LONG AS THEY ARE NEEDED AND SHALL BE REMOVED IMMEDIATELY THEREAFTER.WHERE OPERATIONS ARE PERFORMED IN STAGES THERE SHALL BE IN POSTS-STEEL,T OR U SHAPE TYPE PLACE ONLY THOSE DEVICES THAT APPLY TO THE CONDITIONS PRESENT DURING THE • • OR r HARDWOOD STAGE IN PROGRESS. • FENCE-WOVEN WIRE 14.5 GAUGE 2.MAINTENANCE AND PROTECTION OF TRAFFIC SCHEMES ARE TO BE IN ACCORDANCE • • • 6'MAX.MESH OPENING a WITH THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC DEVICES. 41.. FILTER CLOTH-MIRAFI 140N OR APPROVED EQUAL 3.ALL SIGNS,DELINEATIONS AND GUIDING DEVICES USED TO MAINTAIN,PROTECT AND CONTROL TRAFFIC SHALL COMPLY WITH THE NEW YORK STATE MANUAL Q • OF UNIFORM TRAFFIC CONTROL DEVICES(LATEST EDITION). 0 IX A TRAFFIC CONE 25'SPACING(MAX.) 4.TRAFFIC CONTROL MAINTENANCE AND DEVICES SHALL INCLUDE BUT NOT BE LIMITED Z IR 38'MIN..FENCE POST MN. TO THOSE SHOWN HEREON. THEY SHALL BE SUPPLEMENTED AS REQUIRED OR AS . A j ORDERED BY THE ENGINEER. Q fl4 'B4L EXISTING 3-0' EXISTING • % SITE LOCATION 111110 PAVEMENT 5.THIS MINIMUM MAINTENANCE AND PROTECTION OF TRAFFIC PLAN DOES NOT 1 DRAINAGE LET(7Y ) GROUND s' / _, I I RELEASE THE CONTRACTOR FROM HIS RESPONSIBILITY TO SAFELY MAINTAIN AND 0 UNDISTURBED GROUNDFLO .• S•y PROTECT TRAFFIC IN ACCORDANCE WITH REM 619.01.OTHER TRAFFIC CONTROL PROVIDE A 3'WIDE 0 Ray • FLOW NOTES: �� \ -•�--'- :'�'';''•, `,'' : • __� DEVICES THAN THOSE SHOWN ON TMS PLAN MAYBE REQUIRED TO SAFELY MAINTAIN PEDESTRIAN ACCESS �• 0 •.:.'. AND PROTECT TRAFFIC. •• 1 WOVENW IR FILTER CLOTH OVER GAUGE GE ..6'MESHCOMPACTED BACKFILL FILTER MOUNTABLE BERM ••••• 111 F CLOTH (OPTIONAL) 6.ALL LANES MUST BE OPEN TO TRAFFIC ON ROUTE 25 BEFORE 10 AM AND AFTER 2 PM. AROUND WORK ZONE : IIIk k�IIIk BOUND STRAW BALES -.F2: :.. •916'TRENCH 2 STONE OR PROFILE NO •LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANE „�2. FILTERCLOTH TO BE FASTENED SECURELY TO WOVEN WIRE RECYCLED CONCRETE CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE • u_2X2 WOOD EMBED FETE/ z ;.':.- FENCE WITH TIES SPACED EVERY 24'AT TOP AND MND SECTION. PERMIT INSPECTOR. • mc>STAKES(TYP.) CLOTH 6'MIN.. • i. cv(SEE BEDDING INTO GROUND `c. m, iDETAIL) FLOW Mk I 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER 50 7.NO DRUMS,CONES,BARRK/DES AND OTHER TRAFFIC CONTROL EQUIPMENT SHALL • T_ 1 SIBTHEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. //iREMAIN IN A LOCATION WHERE THEY INTERFERE WITH OR BE DISTURBED BY A SNOW , A t; rocs STRAW BALE INLET PROTECTION DETAIL Two STEEL PICKETS, 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND ,, n__-• • PLOWING OPERATION. THE WORK MUST BE SCHEDULED TO AFFORD SAFE REMOVAL -+ • [ �T �=�� OR 25Q'STAKES DRIVEN ' //\ f! /N MATERIAL REMOVED WHEN BULGES'DEVELOP IN THE SILT • 1--.1.1.11L:::::_-__ OF SUCH DEVICES WI-EN NECESSARY. • NOTES: / r,'z 1.BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR 2'INTO GROUND.FIRST FACE FENCE. AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. STAKE DRIVEN AT ANGLE BEDDING DETAIL WOVEN WIRE FENCE(MIN..1412 SECTION b P.THE TED WITHIN N TENIS (10)FEET THAT NOA PAVEMENT EDGE DROP-OFFS WILL L • ` `" PERMITTED (10)FEET OF TRAVEL LANES.THE CONTRACTOR TOWARDS PREVIOUSLY LAID GAUGE MAX..6'MESH SPACING) ; •••v:,..: SCHEDULE HIS OPERATIONS SO THAT ALL EXCAVATED WORK AREAS SHALL BE 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES STRAW BALE.DRIVE STAKES ,-� •, ;;:•:.:•:;. AND PLACED SO THE BINDINGS ARE HORIZONTAL. FLUSH WITH TOP OF BALE POSTS(TYP.) 36'MIN..FENCE POSTS. BACKFILLED TO GRADE AT CONCLUSION OF THE WORK DAY. I1 10 MAX CENTER TO CENTER DRIVEN 16'MIN..INTO THE r ,''••• LEGEND \-EXISTING _ `.A.�'• 'a'•: . _ ---0--o. 3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES - GROUND ` T GROUND ;��•`ti ~,.. '` { •r•:,• �' N SIGN OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH STAKE TOWARD �l ANGLE FIRST ST '' '° ;' .•.:•..:•;•:.• • a CONE rL • LLJ BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE ,ry ,4 , _a_ FLAGGER PREVIOUSLY LAIDBALE - SIDEWALK = W4-13D TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH • . • ^'?, sh CLOSED'•• .',• .' • .' '.' ::,•�.•• : CLOSED CLOSlD WITH THE BALE. (I • •. •_ PROPERTY LINE VARIABLE WORK ZONE • 10 MIN OR MATCH w rss a WORK AREA M Flow k. ,..� e ' is ADJACENT ROAD WIDTH t5 - - - - - - -- -- 4.INSPECTION SHALL 8E FREQUENT AND REPAIR REPLACEMENT SHALL BE y. + _ .•ILIFENI .• :. :` ::: .: ..,. . PLAN SIDEWALK -- /V' •��!� • MADE PROMPTLY AS NEEDED. siii f UTILITY STRIP Z I "V mr-, SO NO5.BALES T TO BLOCK OR IMPEDE STORM LL BE REMOVED WHEN Y HAVE FLOW OR DRAINAGE.USEFULNESS s IIIIII_Ili� NOTE: TYPE III CONSTRUCTION BARRICADE IIIIIIIIIIIII --=' GROUND PENETRATION INTO v MAINTENANCE TO INCLUDE PERIODIC TOP 117 MNJ• ware Ea wwt DRESSING WITH ADDITIONAL STONE AS ANCHORING DETAIL (SEE SECTION) ELEVATION REQUIRED. TYPICAL SIDEWALK CLOSURE DETAIL • STRAW BALE DIKE DETAIL SILT FENCE DETAIL STABILIZED CONSTRUCTION ENTRANCE MAINTENANCE & PROTECTION ;OF TRAFFIC DETAIL . ITEM DESCRIPTION VARIES(3.4'MIN.) 203.01 UNCLASSIFIED EXCAVATION AND EMBANKMENT 1 ITEM 609.0401 (TYPE A CURB) 609.0401 CONCRETE CURB TYPE A 612.01 SEEDING (SEE NYSDOT STANDARD SHEETS FOR ADDITIONAL - INFORMATION) MN.EDGE THICKNESS AIBP TACK COAT BETWEEN ALL LIFTS-ITEM 407.0101 VARIES 4'MIN. I ////////// / J _ SAWCUT EXISTING PAVEMENT SEQUENTIAL NUMBER / //////l // MILL 12'MN.INTO EX.PAVEMENT TO BE PROVIDED BY ! VCR(�A� + SLOPE TO MATCH EXIST. COLD JOINT SEAL-ITEM 416.04 REGIONAL LAND SURVEYOR !IDT I OA�'��tR' ' . EXISTING E CUNDISTEURBED.PAVEMENT • TOPSOIL AND SEED-ITEM 612.01 TO BE LEFT IJtJDISTURBED. r'+ 1 2 HOT MIX ASPHALT TOPCOURSE-ITEM 402.125101 21/2' HiOT MIX ASPHALT BINDERCOURSE-ITEM 402.255901 48-188 1 aASPHALT SHIOU DER RECONSTRUCTION TO BE TAKEN MEET EXISTING FLOW TO THE EXISTING LONGITUDINAL JOIN T OF THE *op,� I 1 P.���2 LINE ELEVATION COMPOSITE PAVEMENT. P/ BEY •M1` 6'HOT MIX ASPHALT BASE COURSE (2)3'LIFTS-ITEM 402.255901 �,yT OF TRO9 6'SUBBASE COURSE TYPE 1-ITEM 304.11 EXISTING CONCRETE PAVEMENT TO BE LEFT UNDISTURBED. NOTES: • • PERMANENT SURVEY 1. CAP SET FLUSH TO SURFACE. MARKER TOP VIEW 2. SURFACE OFALUMIJUMCAP TOBEINCONTACT WRHCONICRETE. SHOULDER PAVEMENT CONSTRUCTION (PAVEMENT REPAIR) ' GROUT SHALL BE THOROUGHLY COATED WITH ZINC CHROMATE k PRIMER,708-04. (N.Y.S. ROUTE 25 R.O.W.) 3. REBAR SHALL BE DRIVEN WITH A DRIVING CAP ACCEPTABLE TO THE j EIC AND DESIGNED TO PREVENT'MUSHROOMING"OF THE TOP OF I THE REBAR DURING DRIVING. SILICONE SEALANT IS NOT REQUIRED • IF THE R.O.W.MARKER CAP IS FITTED WITH A PREFORMED PLASTIC VARIES(3.4'MIN.) BRONZE OR BRASS INSERT. ITEM 10609.2801 FURNISHED 4. SHAPE OF THE MARKER CAP IS APPROXIMATE. OTHER SHAPES WILL (TYPE A CURB) BE ACCEPTED IF THEY CONFORM TO THE MINIMUM WEIGHT AND (SEE NYSDOT STANDARD DIMENSIONS GIVEN IN THE MARKER CAP DETAIL.THE MARKER CAP SHEETS FOR ADDITIONAL j • SHALL FR TIGHTLY TO THE REBAR MARKER CAPS WHICH MAYBE INFORMATION!) I ' �' REMOVED FROM THE REBAR WITH MINIMUM OR MODERATE EFFORT APPROVED � `, V4'0 MN.ANCHOR WILL NOT BE ACCEPTED. PO V E D BY WITH BABEDOED OR OPTHONAL LEVEL SECTIONS ATTACHED MAGNET 5. LENGTH OF REBAR MAYBE REDUCED A.O.B.E.IF AN OBSTRUCTION • WHICH CANNOT BE PENETRATED Is ENCOUNTERED.HOWEVER,THE ////////// 1/ . . PLANNING Ef 0�,R D JOINTS AS MN.SLOPE 120 ' \ 02 LENGTH OF THE SHANK WILL NOT BE LESS THAN 2-0'IN HARD, DENSE,OR STONY SOIL. REBAR TO BE EPDXY COATED. • $ TOWN OF SOUTHOLD REQUIRED i MAX SLOPE 1:4 PERMANENT SURVEY MARKER 6. AFTER THE CONCRETE RIGHT OF WAY MARKER OR PERMANENT EXISTING PAVEMENT �v SURVEY MARKER IS IN PLACE,THE EXCAVATION SHALL BE DATE ELEVATION DETAILTOPSOIL AND SEED-ITEM 612.01 8'REVEAL miram OPTIONAL 1' STANDARD SBACKFILLED IPECIFICATIONS SECTION 203-3.15N ACCORDANCE WITH THE 1'RFIL AND BACKFILL ����� /� • �� CUB REVEAL - GROUND AT STRUCTURES,CULVERTS,PIPES,CONDUITS,AND DIRECT BURIAL EXCAVATE AND PULL BACK SOIL AT EDGE OF '� . Mill f_t" . _ SURFACE CABLES'. PAVEMENT AND INSTALL NEW CONC.CURB MEET EXISTING FLOW ` t��- r ,I (DC PAVEMENT TO BE LEFT UNDISTURBED) ' I I LINE ELEVATION Mlle 1ii, . a EDGE OF PAVEMENT BOTTOM OF CURB PERMANENT SURVEY MARKER '• (SEE DETAIL) ROUND OFF TOP SO - , CURB TRANSITION DETAIL3•TD4'F'METAL . . .• a THAT WATER WILL NOT STAND SHOULDER PAVEMENT CONSTRUCTION (NO PAVEMENT REPAIR) ANCHOR ROUGH 114'METAL • FURNISHED BY THE CONTRACTOR (N.Y.S. ROUTE 25 R.O.W.) ,� � �� . . • SHEET METAL FORM MAY BE - - . FABRICATED USING SHEET METAL . ' °.a •' FOR BACKFILL • SCREWS OR OTHER SATISFACTORY : MATERIAL PRECAST STRUCTURE NOTES: - _ FASTENERS • •• (SEE NOTE 6) ' ' •:. 1.ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFORCEMENT TO WITHSTAND AASHTO H-20 TRAFFIC LOADING ALONG WITH . a TEMPERATURE AND SHRINKAGE,TRANSPORT TO THE SITE AND SITE CONDITIONS AS SHOWN ON THE PLANS. • IN 2.ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI CONCRETE AND SHALL BE DESIGNED,CONSTRUCTED ANDSTALLED TO SUPPORT AASHTO H-20 12/10/12 DOT COMMENTS CLASS"A•CONCRETE • 4 8/14/12 DOT/SCDHS COMMENTS _,iaNAY _.a... TRAFFIC LOADING. REVISIONS 0 SAW CUT EXISTING ASPHALT , OR CONCRETE DRIVEWAYS 3.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES DETAILING THE STEEL REINFORCEMENT AND PROVIDE CERTIFICATION BY THE PRECAST , O ! Ei , • :. J , UNDISTURBED MANUFACTURER THAT STRUCTURES ARE DESIGNED TO SUPPORT H-20 TRAFFIC LOADING. . • THREE I/3 0(MIN.) 01 a . ,•;• p EARTH �'� .�E�3.rpfsr S� REBAR 3'-3'LONG SPACED • (OLY p'EQUALLY 4.MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST STRUCTURES DELIVERED TO THE SITE MEET ALL REQUIREMENTS OF THE TOWN OF SOUTHOLD, TelSUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION. `I?�?�+'"'Pilm_ : S �r3 .. a• a � �1p� �" I1?MIN.CONEIR • r' . r'"" . . a Plans are prepared by Condon Engineering,P.C. It is a violation of the New York % $ P E. - AXE State Education Law,Article 145,Section 7209,for any person unless acting under . cQ' � � 1-1Q'WEARING COURSE NYS TYPE 6 / l J / l / ' ' the d!reclion of a licensed Professional Engineer,Architect,or Land Surveyor,b alar ��'�` °8 19 12 ,``=-�' 10'LONG ASPHALT CURB ••, DRIVEWAY OPENING 2-1Q'BINDER COURSE NYS TYPE 3 BINDER COURSE --- ,\\\\\\\\\\\\/\�\ • a': any item in any way.If an item bearing the seal of an Engineer,Architect,or Land CP/WES SO__,Y,, . • LIMIT(TYP.) •..c ,;'•; • r'' '."'. ; }: - '. °. '' Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix b the item his/her seal and the notation"Altered by followed by his/her signature and the 11.111 111141 \LW T COMPACTED BASE COURSE S.C.T.M.DIST.1000 SEC.56 BLK.07 LOT 02 (3/4'STONE BLEND OR CRUSHED CONCRETE) • .;• .' ." . • ,'` dale of such alterations,and a specific desaiption of the alteration. PROPOSED ASPHALT CURB /"\� \� \� `: N` N\4/ `. N\j/`‹`�\� \> 9'SHOULDER WIDTH DIRECTION OF TRAVEL 8'COMPACTED SUBGRADE // / /�/�/�/�/�/�/�/�/�/�� • • ■ ,�-0• MILL CREEK INN AND MARINA (COMPACTED TO MN.95%STANDARD --y/�� �� Condon Engineering P C // // // // // // // // // // // � Scale:N.T.S. ■ ■ El OUTSIDE EDGE OF TRAVEL LANE PROCTOR DENSITY) ,� A. j/�j/�j/��//�j/�j/�j/� A. j/� A. j PERMANENT SURVEY MARKER 64,300 MAIN ROAD (NYS 25) 46.7'DRIVEWAY OPENING /AA INSTALLATION DETAIL 1755 Sigsbee Road SOUTHOLD, NY Drawn by.JJC Mattituck New York 11952 �F TYPE 1 DRIVEWAY ENTRANCE DETAIL TYPICAL PARKING LOT PAVEMENT SECTION CAST IN PLACE PERMANENT SURVEY MARKER Date.3/10/2012 (631)298-1986(631)298-1986 fax CONSTRUCTION 3 N.T.S. WWW. Irleerlrig•OOrYI (SEE NYSDOT STANDARD SHEETS FOR ADDITIONAL INFORMATION) DETAILS HY•-;; ITE D •fr T I<1(1- REVISIONS: October 16, 2012 November 15, 2012 POLLUTION PREVENTION NOTES ��, GENERAL STORM WATER ,ice 1., ,,o SCTM # 1000-56-07-02 January 10, 2013 SITE DESCRIPTION&GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE , ' 8 ---�. PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 Development activities for this project will consist of. , 1. Installation of erosion control measures(silt fence barriers,dope stabilization). •, . /` `' OWNER: MILL CREEK PARTNERS, LLC 2. Installation of the temporary turbidly curtain at the entrance b the boat basin. M� / 3. Install new low sill bulkheads in boat basin Q P , 1 8 SITE: 142,441 SQ.FT. = 3.27 ACRES 4. Construction of a temporary dewatering site(holding of dredge spoils during dredging of marina basin) - 5. Clean up of existing bank along haat basin and bay front-ran indigenous material(i.e.:bricks)b be A'�'RH• T NG�pG� / 10 LAND UNDER 6. removed •TON WATER: 67,885 SQ FT 7. Installation of the temporary turbidly curtain to limits of dredging. ASPHALT lk ASPHALT '1��'�/�� - , 8. Dredging of the boat basin and inlet flannel bottom 0'IVEW Y DRIVEWAY s VERHEAD DRIVEWAY �� 8 ZONING: M-II 9. Construction of new stone rip rap embankment and associated fill and grading behind embankment UTIU TY /'� -==1 O-__--_ . 2 SF AREA OF XISTING UTILITY WI: 8 • . . 10. Installation of new pilings and dodksinRhetxoatbasin DISTUR: SITE) POLE NYT-851 '�- _ SURVEYOR: Hands on Surveying • 11. Clearing of vegetation in meas shown on site plans EXISTING CONCRETE WALL TO : An �y , . •'- 2 5\�C 26 Silver Brook Drive ; 12. Installation of drainage structures,underground fines. REMOVED PROVIDE NEW STONE EXISTING SEPTIC ROS ,. - � 'w WOODED AREA ' Flanders, New York 11901 Z Ne , 13. Installation of remaining erosion control measures(inlet protection). VENEER WALL WITH NEW MAIN SYSTEM iiiimaNEW 11EA A �7 14. Construction of new covered roof structure and new entry terrace b the existing building • r I'Y STAIRS (STATE NEW DGE OF EXISTING CLEARING 050363 LICENSE# O • 15. Construction of new exterior decks next b the existing building -° � ilijI�••' �''�.; «�. A N W A R Q I LI M I T 0 F 1 DATED " ...:;„_., 6122111 16. Interior construction of the existing Main Building OVERHEAD MARES RAIL NEW ENTRY I /��� CURBS APRON 1 FRESHWATER' WETLANQS AS TOTAL (.AND '� 17. Construction of new Dock Masters bulling along with hew underground electrical and septic system -•_-__ mm.: f•m• © __ 18. Construction of new dodo access structures from parting areas :' �1`� �'r_____;::: 4:... := " i D EL-IN E.'A TED/8 Y SUFF F F 'LK - 0 "►ii.0 n m ,:;J►,l►% , Ew •ONE ; g DISTURBANCE: 103 927 SQ FT < • 19. Construction of new retain walls as shown on Site Plans. EXISTING UTILITY POLE NYT-85 t ' 1 -`- � �\ URB t 10 EN VI R G N{vl EN T A L CO S`U EI N G, r ; "g n .1111! o� ��4 IMC. 4/12 06 AND VERIFIED QN 7, OFF SITE LAND ; --. 1 ~ LU 20. Addition of new parking areas including grating and new parting surfaces and curbs 21. Renovation of existing parking areas inducing grading and parking area resurfacing and new subs '� •h iA �, ELECTRIC " : 33,624 S = ; �+" -,;�� a a~T� �., ET 12,ti FRAME $ �)' c 5,23✓1) I 1 8 DISTURBANCE• Q FT , t`,}�, Z (.0 M . 22. Adcition of parking area guard rails,light post with lighting 23. New plantings along existing bank at boat basin and as shown on site plans EXISTING WATER SERVICE o (l R,fil My h 1 ' • i X i--a• rn _ _ _,._ a ON SITE LAND 24. Rerihovaloflheerasioncontrolmeasures. EXISTING DRYWELLS (DW "A") - 1 -i'" -r,,,.7104‘ t 14 ► - , 1 a ��J�_ - • 1 PARKING; SYSTEM 70 - �� •4,303 SF A:E OF 'i y ' $ DISTURBANCE: 70,303 SQ FT ,__n___113 Q • � (6) 10' DIA 6FT DEEP 1 ryi 1•, AREA . REMAIN- OIL & �- til.[« �. SITE •� ` ;' 1 SITE DATA DUMPSTER LOCATION HATH BLUESTON �'`� S 9 ON SITE • -� �... FT HIGH PRIVACY FENCE II Y� DRIVEWAY �' AwwTOTAL SITE AREA: - 1sI,TMl0005so7trz7.a7 =3.27ACREs _ WATER • ,* • �� 1Ew' `d , 1 UNDERWATER ILA_ -► =,,,,,,,,,,11.2...,___,..,,: hisi .r. ` OAR . 6 , 17 SQ Q SCTM1000-56-07-4.1 =4.20ACREs IL'- nn�-i . „� ' \I4 TIM ' DISTURBANCE: 8 2 FT NEW STONE VENEER WALL . .�,,r '-•" m' M • -7.47 ACRES COVER PAR° G ► CURB; 9 EXISTING r NTRY AREA 19,805 (► QF 10 CI M • PRE-CONSTRUCTION IMPERVIOUS AREA =0.203 ACRES NEW UNDERGROUND ELECTRIC ? �' -N°111)\%, DISTURB OE OFF, SIT�� FRAME 1 1 .. c TION ali FiQ • POST CONSTRUCTION IMPERVIOUS AREA -0.472 ACRES \ AND UTILITY LINES l_r)1117 • • BUILDING 1 MIT' \ , FRESHINr�.TER 1� LfTOTAL DRAINAGE AREA =1.50 ACRES ) NEW ELEC METERS ■III'■ (RESTAURANT) I , LEARIN wETLAtdDS C.� ximm"' PRE-CONSTRUCTION IMPERVIOUS AREA =0.203 AC/1.50 AC=13.5% 1 ON BUILDING'FACE �\ PLA R LL y •! �\AC=31.5% IFIN FIRST FLOOR - ITE Z POST�ONSTRl1CTION INPEf2VI0US AREA 0.472 AC/1.50 pXISTING UTILITY;POLE EL. 13.5 __- (100EW C•:a 1 "\ QTO BE REMOVED WOOD BASEMENT SLAM,,, _ ZONE XCURB I 1ONG�•ETE4 41 Ili Sal Classification:Fd-Fill land,dredged mater al and Wd-Walpole sandy loam STING BANK OF IELEC DECK EL. .Sfs''^ _7" --.- OIL & I1 WASH OUT REA •\ 1 Receiving Waters:Southold Bay �. BLUESTONE 1 \ ' ` 1 TERS TO BE REMOVED �/' \ hgD� Contracbr:Burger Constrhxcion co i Li I = ••�1 DRIVEWAY PARKIN 1 \>\ �',8 EXISTING POST f - ZONE A� , GRAVEL AREAL 7 \ \ tYkAM1••• �; liPollution Control Measures: I RAIL FENCE II- � h ! „` DRI Y 1 , 7 "ive '" O Et ( NEW DOCK ACCESS �'. NEW FLOATING ��CIC 'ter' 1 1_ "��1�; rmf 1 ® 1 In accordance with the provisions of the USEPA General Permit,storm water management and erosion and sediment control measures inducing,but not limited b,the following shall be employed RAMP, STAIRS & DECK ' MOM tio) r 'Ir EW HAN 1 'PED 1` 1 duringconstrudion: I AREA OF �t AC HAN DOCK t •►f 1 B r NEW FLOATING DOCK .^• DREDGING • ACCESS -1' & 1 NTE COMNECT LL N 10 D A. Existing vegetation to remain shall be protected by installation of construction fence or other approved means and shall remain undisturbed. W LOW SILL 1: •� , ' J L AVE 7,', / r� �! NG BANK TO REM ��.....m� �. ECK j IIID STO DRAIN R •GS W/ 1 /- B. Clearing and Grading shall be scheduled so as b minmiae the extent of exposed areas and the length of time that areas are exposed.Graded and slipped meas shall be BULKHEADS J _ NON INDI GENS ■ U '..� UND ND . swpar: EXISTING UTILITY IiATERIAL LE: BRICKS I { FlX OR GE WIPE BUDD's POND through the use of temporary seeding as required.Seed mixtures shall be in accordance with Sal Conservation Service recommendations.A maximum of 5 saes stroll be disturbed at one 1 -8505 I i ( ) I � • "KING �' ! `x % ? ' 1 0 time unless written permission is granted by the NYSDEC. I POLE NYT 1 I TO BE REMOVED. PLAINT _ REA 1 / ► � -- 7 O l 1, r 01$TURBED AREAS WITH r--_ 1 / �$ ;- seeded within 14 of re unless construction will begin within 21 days,as sections are completed,or construction on an area is suspended,the area shall be % MEAN HI __-� AMERICAN BEACH GRASS ` - ' 1 ® •( / ' ! W a. C. Bare soils shall be days exposure, 1 ( ,�++� 1 ��`� ► seeded immediately. 1 WATER MARK •p k t • __..I ' 111J1r i LAND NOW oRFORMERLY OF0 ~ I '_-_-_J ' t_'__..- % 7 . SOUTHOLb OC S ration-scarify sal if compacted,remove debris and obstacles such as roots and stumps. t �', 1 Z Z . •" W a. eelI T S BOAT SHOP,INC. 6 Il • 1 preparation �oLosM ; 11 , (----, FLOATING 1-2-----..C.- .1) 1 '1� 1 1 1 BAY W OVERHEAD WIRES a +, TEST HOLE /� :_ -LIMIT b. Sal amendments: 1 F 'gym' ' DOCKS TO BE 1 1 ► 1 EL 1 7.9 �DC� j CLEA LNG LAND NOW OR FORMERLY OF LLI b. . Lime to pH 6.0. 1 OOD ZONE c�3'Z • 8 1 PRINCIPI PROPS LLC ♦n a I REMOVED • �...��' ; ; i V bb. Fertilize with 660D lbs.of 5-1010 or equivalent per sae(14 tis./100 sq.ft.). w ' • MEAN HI P.' 1 PARKING ® l ^� UNE I� i _ I c. Seed Mixtures \ . WATER MARK _.I •• 1 - ' AREA ' ` . C9 I '4 r-1-� 1l ` ® d•� FRESHWATER \ Z I NEW PILINGS-�'"• ►, I c.a. Temporary seedings TOP OF BANK F I f {' { \ ►GE OF ', WETLANDS122231 (annual«perennial) 30 lbs. acre(0.7 lbs. 1000sq.ft. �V) 1 f 1 t� c a.a Ryegrass per per ) \ H.... �t I NEW FLOATING r�r� • , TE T • L . c.a.b.Certified'Aroostook winter rye(cereal rye)@ 100 lbs.per acre(2.5 tis.per 1,000 sq.ft).Use winter rye if seeding in October/November. l EXISTING `, �. + 3,181 SF AREA OF N PAVING � > cb. Permanentseedlings-See Landscaping Plans. ). --- DOCK W/ LOW l ; DISTURBANCE (ON SI huh■ • SILL BULKHEAD ,.----t I �'�. la%�}}}� 1 I I '----1 tl1iJ - -- t iiiii D. The length and steepness ofdearedslopes shall beminmizedbreduce nrnoffvebcities. Runo(fshaHbediverted away from dearedsbpes. I j ,AREA OF DREDGING. I " INII , BY MARK MCDONALD GEOSCIENCE \ H---, 1' \ ' ` 1 SOUTHOLD, NEW YORK 11971 LI• N a O E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems.Sediment barriers shall be installed along the limits ofdhsturtance \ to vi. prior b the start of construction and shah be maintained until construction is complete. Sediment b be removed from the sediment traps and ponds when the design capacity is reduced by I 111•1111111111111111111 P KO P OSED NEW DOCK • � ' POSED SANITARY ` N O SCALE • 50%, EXISTING UTILITY POLE UL-33C I Fs"* MAIN ' .. !� MASTER BUILDING •�� 1', + •Ov. CO! FLOOD ZONE UNE IFl-� °' . 1 r )1 . TEST HOLE DATA ( 3115112) 2 pm ELEV 8.2 F. A stabilized construction entrance shall be maintained b prevent soil and base debris from being tracked crib local roads.The construction entrance shall be maintained until the site is \ ZONE X i ___ FF ELEV +8.2 1 I 1� \., 2 FT. MIXED C LAY, G RAVE L AN D LOAMHent stabilized. A sediment tracked onto blic roc to be removed o cleaned on a deiy basis. ' - • perms y Any Pu roadways EXISTING VEGETATION TO REMAIN I hrsmr�. !.•'` ■- o Y ` sediment control seven days or Yx•inch rain event.Inspection reports 1 EXISTING STING MARINA ' _J ® L of all every I ' 6.4 FT. BROWN CLAY CH Hess practices I • �- . �+GC ; ► 0 N G. s all be inspnd«b conduct log boo inspections and document the effective FLOOD ZONE AE (EL7) i 50 BOAT SLIPS i__- p •KING shall toe maintained in a site log book ® � , i $ W �� C I • MEAN HIGH WATER MARK' 1 ��� NEW •DOCK ACCESS -• i �:� IIII , ',.;EA1 t, 'DE OF C M •� Is. Drainage inlets installed on-site shall be protected from sediment buildup through be use of appropriate 1 1rn; .. fjA EXISTING G 7s' .Q H. All runoff shall be retained on-site m accordance with local regulations and approvals. t-----1 RAMP & DECK _ ST . k \► D inlet protection. DILAPIDATED POST & RAIL FENCE I •�_ ' D 1 � PAVING ■� u) 0! � • I NEW PILINGS ""-_ . �'' ` POLE TO > . 70 FT. WATER IN BROWN • CLAY CH ''■' m I t--- k� '� C I RELOCATE, C • I. Appropriate means shall be used to control dust during construction. 1 ,�� •• +< n 1 � .� •• EXISTING • BANK TO REMAIN - N NEW FLOATIN I $ 1 f G4 \ .� 0 J. Sediment barriers and other erosion control measures shall remain in place until upland disturbed areas are permanently stabilised.Following permanent stabilization,paved meas shall be INDIGENOUS MATERIAL (I.E.• j I I 1----7 •DOCK W/ LOW SILL (1111 • 1 W v, cleaned of soil and debris and drainage systems shall be cleaned and flushed as necessary. BRICKS) TO BE REMOVED, PLANT ' --r BULKHEAD t I . '' ��x_• WATER I N BROWN FINE L� V �' `; MI OF 78 FT. TO COARSE SAND SW _ K. The owner rabrkontract«is responsible for inspersion and proper maintenance of erosion control measures. Inspections must be performed by a certified erosion control specialist, DISTURBED AREAS WITH AMERICAN l 7:7".r= -I _ • t 1 ► GRAVEL �•;'/ CLEA INC 1 ` COMMENTS: WATER ENCOUNTERED 6.4' '"' CO V' lope BEACH GRASS (AS PER DEC MISTING BANK TO REMAIN I `',• ► licensed professional engineer«a trained technician working under the supervision of a licensed professional engineer every seven calendar days and immediately after periods of rainfall ` neater than one half inch. Maintenance measures are b include,but are not limited b;cleaning of recharge basins,sediment traps and dryads,cleaning and repair of sediment barriers, REQUIREMENTS) I / ` i I • NON INDIGENOUS MATERIAL 1 > DRIVEWAY 9 1 __ I E.: BRICKS TO BE rx t ` BELOW SURFACE, ELEV +1.8' RI N repair of berms and runoff dverters,and cleaning and repair of inlet protection devices.The owner/operator/contractor is required b maintain copies of the N01,SWPPP and general permit L_ ( ) 1 1 I 8 \ \ i FRESHWATER 7 on-site at all times. The NOI and General Permit shall also be posted at the site at all times. r ��_, -- 11EIt1bVED, PLANT DISTURBED __-j ! = . ! ® ' ‘,....4- � . .` REAS WITH AMERICAN BEACH ---t t• WETLANDS 0 c P� I I GRASS I 1 L. During construction,the contractor will campy with all tical regulations concerning the disposal of slid waste,debris and toric and hazardous waste,as well as sanitary sewer and septic ��, � r I I 1 REVISED , system regulations. Temporary fencing shall be erected around the perimeter of the site along with the placement of dlmhpsters b control the buildup of debris.The contractor should EXISTING DILAPIDA 30 p. I I • r ,, I dean debris accumulated aloe the temporary fence and empty the dumpsters regulery. Y►OOD BULKHEAD TO BE I ' - 1�'w r' I LANDWARD LIMIT OF FRESHWATER �/ pay 9 - 1' Ew GUARD RAIL WETLANDS AS DELINEATED BY 6 DRAINAGE CALCULATIONS REMOVED _ EXISTING FLOATING 1 1, & TIMBER C RB S � _ t I _ _ � SUFFOLK ENVIRONMENTAL `�� M. See landscapingns for permanent talion stabiliation. r- �•i DOCKS TO BE 1 ,r 1 ' P " y1 ► 1 REMOVED `-- 1 `' P IRKING �_, CONSULTING, IMG. 4/12/06 AND (DIN) "A" ROOF STRUCTURE & ENTRY DRIVEWAY '�� `�`� N. The eontrador must complete the c«struction sequence schedule in the report with start and end dates. d t I i� • 1 • 'AREA VERIFIED ON 5/23/11 1, \x�3 11 ,h1 1 h. 1 '� ;., ROOF AREA:' of �� ,o • LJ taint the necessaryrecords ofcorstruction activities,preparation of inspection reports,and reporting release of j' • ' I z•; TOP OF I, i� DRY WELL AREA x RAIN FALL x RUNOFF FACTOR 41 0. Unless otherwise directed by the owner,the contractor is resp«shble for maintaining • A'. ..t BANK 1 a, pollutants b the proper authorities as necessary b comply with the SPDES General Permit. The contractor will report any required modifications b the SWPPP necessitated by bald corhcitions AREA OF DREDGING • _ i o' 8 1 orconsm►ctionactivities tothe Engineer for revision ofthe SWPPP where appropriate. DILAPIDATED • ••1 • -~-`I NIT_OF (DW) "A" 6,555 SF x (2112 FT.) x 1.0 =943 CU. FT. cl. P. The NOI SWPPP and in reports required by this permit are public documents that the owner or operator must make available for review and BULKHEAD I 1 I CLEARING' n > copying by any person within five(5) NEW FLOATING DOCK W 1 I; C. �3 ` J/' '\ � ,91. tib',% / ,''� \�\'`, ® `�, I ENTRY DRIVEWAY: `�, „�.�> business days of the owner or operator receiving a written request by any such person to review the N01,SWPPP or inspection reports.Copying of documents will be done at Rhe requester's \ \ LOW SILL. BULKHEAD 1 expense. FLOATING DOCK RELOCATED ��a EW DOCK • 1' i EW` \ DRY WELL AREA ;11371:2Nrift2iLFLT.);I:NRIGGU0H1:192463:0F FACTORu �;;k".,00:,/.J After the is fete the owner/ fir will be +tile for fling a Notice of Termination(NOT)with the NYSDEC b dose out the open SPOES General Permit for the storm water TEMPORARILY DURING CONSTRUCTION I lj4 ACCESS 1 TIMBER 1 T''''''N (DW) A 16,438 2,466 CU. FT. �""�~-�"• fQ. runoff from constrructionactivity ° OF NEW LOW SILL BULKHEAD ANO •/�• J • Ili CURB t PROJECT NO' DREDGING OF BOAT BASIN BOTTOM """` �� GRAVEL 10; 0' D '.� �� _ � -�_ USE: (6) 1 IAMETER x 6 Lrheoessary rhdscapang supe kDGE OF WATER. ME /r, 110R. Post storm water measures b be inspected bi-annually. Sediment and debris to be removed from stone water structures and la b be lamented and maintained as riU. F 1HIGH WATER MARK i--' -,J - __---•- I (6) 10' X 6' STORM DRAIN RC T DRIVEWAYPi I necessary. _� .�� . 4, ` 4 ! •ELOCA�» - \ DRAWN BY: I TOP OF or.. ` Pr . \ ' USE: (8) 10' DIAMETER x 4 HIGH POOL I UT • • Certifications: �I C ' �,' \FLAG, (8) 10'X 4' STORM DRAIN RING=2189 CU.FT. i 000 ZONE PROVIDED REQUIRED CHECKED BY: Notes: EXISTING IBANK TO REMAIN - 8 1 1 NON IN IGENOUS MATERIAL 1 / GRAVEL FLOOD I LINE 4652 CU. FT. > 3409 CU. FT. • . . NS •I certify that I have read or been advised of the permit conditions and believe I urxierstand them. I am aware of the requirements of the SPDES General Permit No.GP�10-001 for storm water (.E.• BRICKS) TO BE' ; Z ` A- c ' runoff from the construction and will comply with the preparation of the Notice of Intent(NOL),Sedimentation and Erosion Control Plan and the Storm water Pollution Prevention Plan• REMOVED', PLANT DISTURBED •• PICNIC AREA ZONA_;X DATE: activity .54aca�---- FLOOD ZONE (DW) "B" DRIVEWAY PARKING AREA June 22, 2012 Owner) oto: Name pate t AREAS WI AMERICAN GGRRAASS & ( ) s 8 ` GRIVEL SURFACE I ` 1',,1 , ' VE EL10 •, -� • Ew--GUARo ___ -- s DRY WELL AREA x RAINFALL x RUNOFF FACTOR SCALE: Operator/Engineer CeAification: 1 , ''• 1;4:: • ✓ a „ „ , n 1 � , � .' � TOP OF Vii •„ --MAIL-------------- _._ ------- _--- --------- - -- _ ---- - ''�1'-- (DIN) B 46,904 SF x (2H2 FT.) x 0.7 =5,472 CU. FT. 1 = 40 -0 7 a 6 / -M+ ` `� n Ari Rt4ARKAS OBSER' Fn .r,� h USE: 10' DIAMETER x 81'HIGH POOL,OR I hereby certify under penally of law that the Storm Water Pollution Prevention Plan(SWPPP)has been developed in accordance with the New York State Storm Water Management Design Manual, NEW LOW SILL � •-�" :.' - F - USE ( ) 10' DIAMETER 3'HIGH POOL 1 r _ SHEET TITLE:the New York State Standards and Specifications f«Erosion and Sediment Control,Best Management Practices as necessary b conform to USEPA Storm Water Pollution Regulations,and the BULKHEAD -+ -�• ■-t ai r 27 X terns and conditions of the New York State Pollution Discharge Elimination System(SPDES)general permit for storm wafer discharges frau construction activities. I I I $ \' '1 •�'�' t10-•`'=.:.'"'-0~ _ SWPPP I • ,��• ,« �: _. (27) 10' X 3' STORM DRAIN RING=5,542 CU. FT. Sign _rrtie: p • •- PROVIDED REQUIRED , 5,542 FT. > 5,472FT. OVERALL 2 "e -I'�Tl Contractor Certification: . ;� • I r I W EW RIP RAP I hereby certify that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site ..-40 SITE inspection.I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System V D • .- (•SPDES,general permit for storm water discharges from construction activities and that itis unlawful f«any person to cause or contribute to a violation of water quality standards.FurRhermore,l p ` \ •• •'t Rhe referenced permit and the laws of the State of New York and �` •• si f' APPROVED B Y PLAN understand that certifying false,incorrect or inaccurate information is a violation of 1t EW RIP RAP PLANNING BOARD could subject me b criminal,civil andbr administrative prooeecings. • Nob:TM Contractor and all sut►corltraclors moat sign this C•rtiftdtbn • SOUTHOLD BAY , Sign Name: Title: Dote • td 1MN • ,377 SF AREA • DISTURBANCE (OFF SITE) TOWN OF SOUTHOLD ! SHEET NO: Address l AREA OF ` •• DATE a . • DREDGING •8,217 SF AREA DISTURBANCE ?j 21e1 Sign Name: Title: Dale 1 • DREDGE TO 6 • (UNDERWATER DREDGING - / ��a OSwp pl=1 • FEET AT MEAN ` • TOTAL ON AND OFF SITE) S El r �- "'-� Address Prance ,,, , DREDGING MIT OF �• LOW WATER ': „> Sign Name. Titre: Date • MIT OF SCALE: 1 = 40 -0 • DREDGINGI] .' Address Phone • Sign Name: Title: Date •• �� • • • Ake Phone TURBIDITY SWPPP APPROVAL I • , • • CURTAIN , REVISIONS: • , • October 16, 2012 WATER QUALITY VOLUME CALCULATION: November 15, 2012 ' January 10, 2013 TRIBUTARY AREA: PAVEMENT/ROOF AREA:20,579 SF LANDSCAPE AREA: 48,759 SF • GRAVEL PAVEMENT: 49,604 SF , - AkWATER QUALITY(WQv)CALCULATIONS: • (SEE DETAIL THIS SHEET). � __`_ �-- IMPERVIOUS COVER(I) =59.0% 2•X4'WOOD FRAME DIKE ''.►'�J f 90%RAINFALL EVENT(P)=12 INCHES ,_1\`%. STAKE II' ,'',� / J R=0.05.0.009x23.8%=0.581 . . < 1.5 MAX. 4c�� -' MUST REMAIN !■s.;. •__•• •: UNDISTURBED, �;��� ,,, A=2.73 ACRES(NOT INCLUDING UNDERWATER LAND) , • VV FABRIC �; �-=�5 - •. -• LEVEL,WELL h� . g e_:... ��,�•- WQv=(P x Rv x A)/12(AC-FT) li. _,� _ 10::im,F 's•' _am_r VEGETATED .` ��� 1 Ct O 3'MIN. • ".uu " �� WQv=0.159 AC.Ff 10 • -� �° yam, TOTAL STORAGE PROVIDED=023 AC-FT Q v:< SAND BAG OR ''ry BUILT UP BERM 4� H =1111 -=-fill�Il a I I I I=III= -III 4'' z MINIMUM ALTERNATE WEIGHT .,/ . 'V LENGTH OF TX4• ' DROP INLET BURIED FABRIC 2'x 4'WEIR O • 1 DIKE IF REQUIRED TO DIVERT WATER TO TRAP 10'MW NOTE: ZZ Z WITH GATE •-- OUTFLOW OF CLEANER WATER 1. A CONCRETE WASH PIT SHALL 2'STONE 4.,,,,., v c•v v. v INFLOW OF SEDIMENT LADEN WATER - ---E- - -I - LEGEND EXISTING PROPOSED ,v r� c�� �--- FRAME ..,I);:':':• . 0 OS' �� Itl= .;:�� FILTER CLOTH •• 7 x 4'SPACER �V � �� BE INSTALLED ON THE gage:Ile^- .• I PROPERTY FOR EXCESS iI1: P ��� _I ---1. CONCRETE AND TO CLEAN ;ga�, .7 e !IJ WIRE MESH . . • �"_' = = rJ°3' --1.. /: • t. ..' %.: RETE EQUIPMENT AND . ........._ ..... �m ' I 1'MIN. ° v vI Mg7b '. . I ¢`! „_.-.__.. 4 Q • c-r- 1 kiii • v INLET TO ¢ CREST WIDTH =4xDRAINAGE AREA(ACRES) 2. THE PIT SHOULD BE _ / PIPE b HAY BALE DIKE •=7.1.11111./;I: ..�� 0 0 0 .,IL!,,,-.: 0 M ..� '.. roirra t.'jLn i \- GATHER EXCESS AT I I `\ SURROUNDED WITH A 24'HIGH r 4 I '1'•'0"�' CORNERS / �.. I 7 X 4'ANCHORS I 4:( 1001011 • �/ SECTKNI A-A SOIL BERM. SILT FENCE O a O [ N • • DIST . 3. TI-E PR TO 8E LINED Wf f H HAY e Q '�"" 1:0: "; EXCAVATED GRASS OUTLET SEDIMENT TRAP SPECIFICATIONS: I HAY BALE I AV 4. STONE �I +��� \�.; CONSTRUCTION SPECIFICATIONS: -� 11.1.1.'• 0 0,'•'.i:i"'��..4,440 I 1- - BALES DUST CONTROL ,.,t 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85 BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. 0%‘.°61„. \\\�\' 1. VOLUME OF SEDIMENT STORAGE SHALL BE 3600 CUBIC FEET d ' "• ' Z 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE % \ v•.�.��� t - - + r-J Q OVERLAPPED TO THE NEXT STAKE. I►��;�`s����;, �. •.• PER ACRE OF CONTRIBUTORY DRAINAGE AREA.. 4. LABELED A 2C�2�4�WOOD SKIN TEMPORARY SEEDING © 1� - 2. 2.MINIMUM CREST WIDTH SHALL BE 4 x DRAINAGE AREA. '''''-e- < ILI 3. STAKE MATERIALS WILL BE STANDARD 2'x 4"WOOD OR EQUIVALENT. METAL WTTH A MINIMUM LENGTH CLOTH ` '. .- Y'X 4' 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS i SPACER WASHOUT PIT'. STABILIZED CONSTRUCTION ENTRANCE .. ._._= co in • OF 3 FEET. ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS MESH . a �' ACCUMULATED T012 THE DESIGN DEPTH OF THE TRAP. 5. THE PIT SHOULD BE EMPTIED GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR 7 x 4'WEIRWHEN 75%CAPACITYREMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE CO 0 • SUPPORT. CONSTRUCTION SPECIFICATIONS PLAN 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFI LED. IT SHALL BE 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. AREA AND STABILIZED. REACHED AND AFTER THE PERMANENT SEEDING . Et SECURELY FASTENED TO THE STAKES AND FRAME. 2. WOODEN FRAME SHALL BE CONSTRUCTED OF 7 x 4'CONSTRUCTION GRADE LUMBER 4. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND EXCESS CONCRETE CURES. 6. A 2'x 4'WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW 3. WIRE MESH ACROSS THROAT SHALL BEA CONTINUOUS PIECE 30 INCH MINIMUM WIDTH REPAIRS MADE AS NEEDED. 1d MIN [-HAY BALE • WITH A LENGTH 4 FEET LONGER THAN THE THROAT. IT SHALL BE SHAPED AND SECURELY 5. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH CURB DROP INLET PROTECTNNI - ' 1.... . (1621) STABN ITY. MAXIMUM DRAINAGE AREA 1 ACRE i A MANNER THAT EROSION AND SEDIMENT ARE CONTROLLED. BUILT UP BERM NAILED TO A Z'x 4'WEIR DROP INLET PROTECTKNN 6. TEE SEDIMENT TRAP SHALL BE REMOVED AND AREA STABILIZED ��: 4. TEE WEIR SHALL BE SECURELY NAILED TO 7 x 4"SPACERS 9 INCHES LONG SPACED NO 1 � .�1 Z, . . Et . STRAW BALE INLET PROTECTION MAY BE SUBSTITUTED MORE THAN 6 FEET APART. i WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY 7 MIN. 2 -_ 7 EX.GRADE FOR THE SILT FENCE INLET PROTECTION 5. THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED BY 7 x 4'ANCHORS 2 STABILIZED. SYMBOL 0 Lt SYMBOL FEET LONG EXTENDING ACROSS THE TOP OF THE INLET AND HELD IN PLACE BY SANDBAGS 7. ALL CUT SLOPES SHALL BE 1:1 OR FLATTER MAXIMUM OR ALTERNATE WEIGHTS. MAXIMUM DRAINAGE AREA 1 ACRE SYMBOL DRAINAGE AREA:5 ACRES f SECTION [S] Z 0 FILTER FABRIC ® ow.0. W CL DROPINLET PROTECTION DETAIL CURB DROP INLET PROTECTION EXCAVATED GRASS OUTLET SEDIMENT TRAP CONCRETE WASH-OUT AREA DETAIL z SLOPE STABILIZATION NOTES: w�/ 1. EROSION CONTROL BLANKETS ARE REQUIRED TO BE INSTALLED ON THE 13 SIDE SLOPES. LL �i. 2. TIE EROSION CONTROL SHALL BE CURLEX I AS MANUFACTURED BY AMERICAN EXCELSIOR COMPANY,ARLINGTON,TEXAS(800.777-7645)OR APPROVED EQUAL. 3. THE EROSION CONTROL BLANKETS SHALL BE INSTALLED AND ANCHORED AS PER ICM. MANUFACTURER'S RECOMMENDATION. • •, w IS • E • T.- N C O N O APPROVED Y• • C .a 3 e �c PLANNING BOARD � CO m CO C TOWN OF SOUTNOLD W Cl) .� 00 O • Qs 'Q LI TS-STEEU SHAPE TYPE DATE /�a/�D/ • C0 u' OR 2'HARDWOOD .= 7 CO FENCE-WOVEN WIRE 14.5 GAUGE rr. • v • 6'MAX.MESH OPENING (-� `^) C N FILTERCLOTH-MIRAFI 140N % C M r OR APPROVED EQUAL ' V • ` DISTANCE NECESSARY TO MAINTAIN `� STRUCTURAL INTEGRITY OF CURTAIN 36'MIN.FENCE POST ARES(1d MIN.) STABILIZED CONSTRUCTION M ROPE OR CABLE N�rYENTRANCE NOTES: 5d MIN ui �� • �Po�� •`'',W WITH FLOATS �� (4: �- 3'-0• EXISTING UNDISTURBED GROUND FI TER FABRK WITH FOLDS I CO , • 1. STONE SIZE-USE 1-4 INCH STONE, EXISTING PAVEMENT c¢ FLOW OR RECLAIMED OR RECYCLED CONCRETE GROUND SILT FENCE NOTES: 1 - -•-- t_ VARIES TO FOR WAVE FLUCTUATION _ 6' S /��ZCOMPACTED BACKFILL UNDISTURBED CHAIN OR WEIGHT • I - • ,if .? EQUNALENi. 7 BOUND STRAW BALES , BOTTOM ,, 2. LENGTH-NOT LESS THAN 50 FEET 1. WOVEN WIRE FENCE(MIN.141 R GAUGE MAX.6'MESH SPACING) I JJ .9X6'TRENCH j`4 � '"i `� +• WITH FILTER CLOTH OVER FENCE. I EXISTING GROUND (EXCEPT ON A SINGLE RESIDENCE LOT I=I I••• I I... I I••, 1 f=I. • EMBED FILTER z - =I= IN LIMB OF DREDGING �'� WHERE A 30 FOOT MINIMUM LENGTH FILTER MOUNTABLE BERM 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE CLOTH 6'MIN. I q*FESSIOtaP�'' " • WITH TIES SPACED EVERY 24'AT TOP AND MID SECTION. to • WOULD APPLY). 2'STONE OR PROFILE CLOTH (OPTIONAL) t INTO GROUND PROPOSED GROUND I • 3. THICKNESS-NOT LESS THAN SIX RECYCLED CONCRETE • FLOW in PROJECT NO: 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SECTION B-B• 1110 (6)INCHES. STRAW BALE INLET PROTECTION NOTES: SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 50'MIN TWO REBARS,STEEL PICKETS, , \ 4. WIDTH-TWELVE(12)FOOT NOTES:; OR 252'STAKES DRIVEN /�� .�\ / 4.VERTN Al 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL DRAWN BY: MINIMUM,BUT NOT LESS THAN THE FULL 1.BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR 2'INTO GROUND.FIRST ` FACE REMOVED WHEN"BULGES"DEVELOP IN THE SILT FENCE. • UT WIDTH AT POINTS WHERE INGRESS OR ' STAKE DRIVEN AT ANGLE SECTION 71 AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. BEDDING DETAIL CONSTRUCTION GRADING LIMIT EGRESS OCCURS. TWENTY-FOUR(24) TOWARDS PREVIOUSLY LAID WOVEN WIRE FENCE(MIN.1412 gFgR CHECKED BY: NS FOOT IF SINGLE ENTRANCE TO SITE. • 2.EACH BALE SHALL BE EMBEDDED IN TEE SOIL A MINIMUM OF 4 INCHES STRAW BALE.DRIVE STAKES n GAUGE MAX.6'MESH SPACING) n EDGE OF WATERCOURSE 8 ., ; '; AND PLACED SO THE BINDINGS ARE HORIZONTAL. FLUSH WITH TOP OF BALE POSTS(TYP.) 36'MIN.FENCE POSTS. I LIMIT OF STONE PLACEMENT • 5. GEOTEXTILE WILL BE PLACED ::,i.•; 11 1d MAX GFNTFR TO CENTER ...../--•DRIVEN 16'MIN.INTO THE OVER THE ENTIRE AREA PRIOR TO I I GROUND 'i`�!rip DATE: June 22, 2012 • t i., •.,... .:. :.:. 3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY E TTHER TWO STAKES > - I Y` �.�r00 • PLACING OF STONE. :> :. :,� `:. %;;;:•:•• ':: `• ; ',:r OR RE'-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EA(�i ANGLE FRST STAKE TOWARD I I • - I ,, j• SCALE' : . BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE . . PREVIOUSLY LAI)BALE I NO Scale A • • I ANCHOR LOCATION MIN.3 -AL SURFACE WATER L SURFACE 6. SURF TING • / �•,,.',:•� . :::.:..-i--."!.•:::•.-- TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH ^.. B I B DIVERTED TOWARD UPLAND OF O.H.W.MARK WATER FLOWING OR DIVE OW GR(9U0 ;;' � , EIG/T OF FILTER 1 4 WITH THE BALE. 1 n. L J ENTRANCES SHALL BE t I TION E <,•� CONSTRUCTION . TIT E: SHEET L _ma.. W .� 1 ROPE OR CABLE WITH FLOATS TO r Flow ` '.� PPI � �. TF IF PIPING THE ENTRANCE. TH E -� NSE BENEA 1=� PIPED , t`. ',' , 4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE " 14 IS IMPRACTICAL,A MOUNTABLE BERM •MADE PROMPTLY AS NEEDED. >___.: \ HOLD FILTER FABRIC WITH 5:1 SLOPES WILL BE PERMITTED. 17 MIN.OR MATCH "``.. X Lo • , V • ADJACENT ROAD WIDTH - '• '' ',�_ ••- ••- •• • - • •• •..� .' in 1 b 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THER USEFW'ESS s � ___,' CONSTRUCTION GRADING LIMIT SW P P P SHALL MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION PLAN SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. II�IIII' IAPP 10d MAX.VARIES AND/OR TO 10' bilk WHICH WILL PREVENT TRACKING(X2 IIIIIIIIIIII-• GROUND BEYOND GRADING LIMITS 6'PENETRATION INTO ., DETA • ILS FLOWING OF SEDIMENT ONTO PUBLIC SYMBOL (SEE SECTION) ELEVATION N OTES RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, MI - id ,, ANCHORING DETAIL SYMBOL SYMBOLPLAN VIEW & DROPPED,WASHED OR TRACKED ONTO MIN PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. STABILIZED CONSTRUCTION ENTRANCE STRAW BALE DIKE DETAIL SILT FENCE DETAIL TURBIDITY CURTAIN DETAILi . 8. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA STABILIZED NOT TO SCALE NOT TO SCJU E NOT TO SCALE TO SCALE WITH STONE AND WHICH DRAINS INTO AN SHEET NO: APPROVED SEDIMENT TRAPPING DEVICE. , i 9. PERIODIC INSPECTION AND . ! NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 1 II 1 . SWPPP APPROVAL rj ? i If I��'P 1 i i a c� p , 4 n jr c9 _ Cc Q 4.ja pilzgL, I El ® CI el RAMP UP RAMP DOYEN ,. COVERED EMELOADING - _ Y ,.6. C AREA Z0 IX Ia11R11 KITGFEN immonI - O � . 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Mffilli r Ammon 111r in =i 1L_ —� 1:11111114111 "� : �.� h,�t �— ��::::°‘:. �F` '�`, t' jai 2L JI JL J• QyVVo �� [ .,„,. _ MIIENIIIIIIIIIIMIVPIEMMM.7lln 1[I1111111 Ildllilll'I1111 ■I' lll;IIIIIIIII� 1111111/1 --,m [ ] [ SMir ./.111111 .r n .0....1 �I ��I:::=__••_I) SII ISI 7 --_ 111111 �� _1111111 �I�III�I - f �• _..,,,_,,,.__-..„„,---•..—_,a 1 in.i I mi I I. ... ■■■■■■ I I A 1IIII .IiIIj.!_i rii - I J I I., _NM NM I��I���I The Mill Creek Inn = , r sAir,tik i i , � — — 1=1 � � ��� 'PROJEC O: ... 00 II----J 1---MI--J Tii _ , — NM MN MI III _ 00 ��� _ 1110 :::_ •_:0—• 1 __ DRAWN BY: NS c., - _. 1111■ --__ r - ..... ,,.. ...._. _ vatic — — I=..:=I J _ -- - _ - -- --- - _d: ed :o e - _ -•e - - - _ NECKED BY. e - _ _ - IM NS _-o_ .o_ o_ o- o_ -O_eo-00 0�- o - ��II�aB�■111!'�■9�-.� i ,.o _ o o■� =■■�e ■■��■■��=:o■�� ■.:,�o.:�=0■��=0■��_1 •. �' i.....i...., SSiiC::ai2 �E :i.. __ill - L4 I� _e� �d_ �d__�._.�._..- �._�d__�d- -__- s ;E9::::a I _ DATE: - _-_-�_ _ .......... ' '. MARCH 012 • 2, 2 SCALE: -�_ � I III I I I I 118"=1'-0” I-- -1- — rr--moi_ u ( u u UiiI I �- —i I I SHEET TITLE: LI _ BUILDING NORTH ELEVATION APPROVED BY ELEVATIONS EST ELEVATION SCALE: 1/8" = 1' .0" PLANNING BOARD SCALE: 1/8" = 1' -0" TOWN OF SOUTHOLD PROPOSED EXTERIOR RENOVATIONS PROPOSED EXTERIOR RENOVATIONS 1.REMOVE EXIST. BRICK AT RAMP WALLS&ENTRY DATE �� � �� 1.NEW DECK 2.NEW STONE VENEER AT EXIST.&NEW RAMP WALLS 3 2. NEW METAL RAILING AT DECKS / ` 3. NEW ENTRY-SEE EAST ELEVATION `-� C-3 4y� 3. NEW WINDOWS AT SECOND FLOOR - J ftsi SHEET NO: , , SITE PLAN APPROVAL RPS i ..:_ n O l4 N 1 , c',1 Q +;CL I6'-6" -V i \ Z 0 f 6 i 0 IX - 41-11/2" DN CD vAIIIII 0f i Z < Z Q .1. , .„-_---- ......_ _....... MII M DOCKMASTER p •4, - OFF ICE CO ]�EGK (n Ee _ .vi _ * '6 \ ____ il N W W Nom . - * - •::::: - _ The Mill Creek �, Q W _ -, , i Marina -- / L oe (..) ___ CLOSET 0 0 CI _ \ ....11 --__ L 1 — L I _ r 1 —tW Z E no a 0 S iii uTH El... EN/AI-10N EAsT ELEvATI . N Lll -"E SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" SECOND FLOOR PLAN i . c SCALE: 1/4" = 1' -0" Flu" Aiiih11 \ ci oes z•. wrolii i F. 4 l ROOM O H.G. SHOWER AME�H. RM -� o Aidell jillh , re '— I W J• w(\ i •-• Z U.. z w .......... m W• <re iin 1 ri i m , V lI I li is JI IJI I ' _ H.G. TOILET - , - - - - N * ROOM N 1111 ( r— r i! !F r—� H.G. TOILET r r ROOMS _ ____.r ��of W Y0R co�P" �,STEF� er' 47 Q 4 i - a. 0 0 — — _ - VENDING OR I�o�i °/ ��� GARBAGE AREA 1114 4 / ` S �REDz PROJT NO: 1110 DRAWN SY: NS iWEST Fil .. sT FLooR pL , N i A A ELEVATION MAY 23, 2012 SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" SCALE: SCALE: 1/4" = 1' -0" APPROVED BY 1/4" = 1' - 0" SHEET TITLE: PLANNING BOARD TOWN OF SOUTHOLD DATE S/ PLANS j PLANS & ELEVATION cO (-.. .AL..) ... I7 SHEET NO: 4 ;_ SITE PLAN APPROVAL • 1e- 3c) - c) cO 6i-ia,f_ i N m R O p M O M [ILL ciFIEEK BAKczlii .7 LLCREEXr3Aff' cETFAQflLflT "i' SOUTHOLD , LONGISLAN [) NEWYORK cc SHEET INDEX: GENERAL INFORMATION: GENERAL NOTES: TITLE/EXISTING SITE PLAN&SURVEY OWNER: r'rncipi Builders 1.All dimenstxisare tobeverified infield(vif) F- • ���j...�1 _ •,�"7� 1 , ; V��". c Al ,!_;95 :L..- ---- -Cox Lane no. 6 A1.1 EXISTING FOUNDATION PLAN ::rrtchogue,NY 11935 - x tee. 631-734-2410 •• m Al2 EXISTING FIRST FLOOR PLAN - •:-..‘...•..i 1.74!•••.(1.Y. i%�ttY.k„ / PLAN PREPARER: f larkanthony C.Verzosa ------- A1.3 EXISTING SECOND FLOOR&ATTIC PLAN L"a�CV Van Camper Architects A1.4 EXISTING MARINA CABANA , e,r'York,New York 10013 ,- -F.. r�r r a 212-226-2470 ...._..- ._.r_.-_ _ �~ A2.1 EXISTING LONGITUDINAL SECTIONS F�917-991 4315 r '":•212334 4454 •, • A22 EXISTINGTRANSVERSSECTIONS !�' .J. A3.1 EXISTING NORTH&SOUTH ELEVATIONS SQUARE FOOTAGE-EXISTING: fr337 sf ~'' • •-•-........___ _ • �•" a A32 EXISTING EAST&WEST ELEVATIONS OVERALL BUILDING HEIGHT: 2:�'-5 112 above finished grade at •S _1~�� _ -••- frrJrlt of building • 9:•, c-00"E N.69°07'20"E kr. .. T,4�,,-.• • .• f_ .�r j fr _ 45;1-Ir} 69 I 'Y 0 t) • . it\l/1 b / v N r �0 I , � 1 � ri �. ii— ' U 2,14iiv1.; ..,%, co : , 0 11 tl • ' � f tifoarking --+_ #1,e... c--, ; W / .a; =r- • cc- 69 ' , 1 l 1/2„ - . l+ Z /1 �� • .. , t /r WY ` kitchen C • �"L R. j d} ...tilig....7. 2 story • III ...„ ►--� ” "rye, �" 1 ,� . 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CrvrwrrM w.Norrrwf"� Nr �lylfO:. /�/1 • 1. t�Yr�AM�fY MiN MMS :r, Oqa.k;,/,� f.�*Wore.0•••OM or to oaresaill labs'miii101010301L Mrntd�MfAwm./,/� I 00/II re plow fft-Wtom Iles wear rrrw"ioMMwfrN,rA" �• err,. ©i PUMP HOUSE i 1= s ofIminNovidomthe ~ 1 f .... I UJ1 Lwwla 10 � .-,.1.... 1,L5 . ./ MIMI I--- (i)er � ` () '7'r¢� No.T/2R_•/-2;. T';' I /1 NNW 7'-II I/2" (► ( J floating docks floating docks '` U r e' L..fare)f-r#Trord 21,0 i Trr� -r>~le duarttlrt C;c.+, K 1(T)r- Ini BOAT BASIN j" ''3"' MARINA CABANA 4 .•-- ._ �'' � - ' ',� ay > ,` "V,r. .. t'7'7 U C7 Nc�►-vritecf•.I rt* 13,1 _. . / ,,0,44'', , , V J 1 ` �. LLI SURVEY W 2 (not to scale) , Milli J D �r ' E . m 17 H Q w 614:e ...- n-) � O ^ to o , hJ _ vi tD Z All SITE PLAN scale: 1"=20'-0' N m O...... O O CO O f .N a m CC 41/2 c 7 1/2' 82'-10 1/2" 6'-0" Y43 16'-6 1/2" '-0" 13'-0 1/4' 7 1/ ' 51'-0 3/4" A :74- / / / \� . 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A hvac unit I finished floor 2nd flr. - - �� 1ch 8'-4 1/2" **** l }I iI Ii (I lI 11 II lI F- - \ ***** ..m 1 r _ —_ II Ii I1,11...,.............:....- W i . ;`. /' 2 0 r � o - • ::ti QZ r -- i \ N II `\ .. . .L.„: , _ ,..di: ,...•••••r•m•Id•Wy•••• •••••••. ' '.- h Y W O finished floor 1t floor m . } li I ' t ',-- 1 n3 btm. joists/cellaarB eiIin iV x'r ___ -- - II II II II II I 1 !' it v Z v v.v - , II II H 1 �' 1 II _ _ Z NCO F-' , 'II 11 Q(nNLAcr) ONION V�NON) finished floor cellar E1�co m 8 cd -6'-3 1/2" --'k— E c�... .... >" H J WEST ELEVATION a scale: 1/4"=1'-0" W 0 h Zt 1 ".1:{:irli' -1,.r._i,L. ri Z I_I:•_I, W 03 0 Q d'1'::t.1T :-.f'.._tJ.. ,. — mac— Qv23=5d11/2" OJ . . _ i s a .. cr00 2a.wJ m , 'i Alk VPIW "M Z finished ceiling 2nd flr. ( — _U_ it———{— —'�— '15'-2" -- ii I O I, r 11 N - _ I - i II I rn hvac unit ) I I 1zo 11 ii II II '1! li w II 11 II I1 lI 1 II !\\NN 1 !, �� -I _1 1 [ � ni4 ed floor 2nd flr. F R; I. I I !. I j! / • 'I i II /' I • N I L rI ! i! IIv = m I• il D I I o r � I II � Ii II \II /' I II ! it I O _ — &finished floor 1st floor V) I II! I 1' ;!�;yiy;`-a•„r-' .:•C;•-,v-;•,t,:;yw.-w�i -} - •-i II I! II it i I 1 i ;.XXXY,Y,vvyvvvj,yvvvL •• - 'g06 I II r-�-1 ti i -1(VvvvvV\'\vv VVVv1,v q , �'8 1/2" _II C� _.II i 1; _ II II in 1 ILII OIL gaifinished floor cellar 'I`— -6'-3 1/2" O Z • .. las , (3)) EAST ELEVATION scale: 11/4"=V-0" LEGEND REVISIONS DEPARTMENT OF HEALTH PLUMBING NOTES BLDG.DEPT. 7/27/06 REV.SET 7/27/06 KITCHEN: 1). ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED ^ ,FL EMERGENCY EXIT LIGHT 1). ALL LIGHTING IN FOOD PREP AREAS TO BE SHIELDED WITH SHATTER-PROOF PLUMBING CONTRACTOR. MATERIAL. 2). ALL WORK SHALL SHALL FULLY MEET OR EXCEED THE F,A LIGHTED EXIT SIGN 2). SPLASH GUARDS TO BE INSTALLED BETWEEN EACH AND ALL SINK AREAS (TYP.). REQUIREMENTS OF NATIONAL, STATE, COUNTY, MUNICIPALITY AND 3). SEPARATE 1-COMPARTMENT FOOD PREP SINK W/COUNTER WORK AREA FOR OTHER AUTHORITIES HAVING JURISDICTION. ANY WORK NOT SUBJECT ® SMOKE DETECTOR FOOD PREP ONLY. TO THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION SHALL . BOARDS TO BE USED FOR BE GOVERNED BY THE NATIONAL PLUMBING CODE AND THE COUNTY 4). SEPARATE 3-COMPARTMENT SINK W/ (2) DRAINOCCUPANCY CALCULATIONS (TABLE 1003.2.2.2) tirfite, 4.�, WARE WASH ONLY. HEALTH DEPARTMENT. ��� 5). 3 WALL MOUNTED HAND WASH SINKS WITH DISPENSED SOAP AND HAND 3). THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR TRIER OCCUPANCY TOTAL OCCUPANTS ••�„ c•. DRYING FACILITIES LOCATED WITH UNOBSTRUCTED VIEWS IN FOOD PREP WORK AND SHALL GUARANTEE THE WORK OF HIS CONTRACT. 112®` DINING ROOM 113 =71 AREA. 4). THE PLUMBING CONTRACTOR SHALL CONSULT AND COOPERATE WITH 6). ALL FOOD SERVICE EQUIPMENT LISTED TO MEET NSF STANDARDS. ALL OTHER TRADES IN OTHER TO AVOID INTERFERENCE DURING LOUNGE 20 INSTALLATION OF PIPING, EQUIPMENT, ETC. BAR 17 RESTROOMS: 5). SANITARY DRAINAGE AND VENT PIPING ABOVE GROUND WITHIN BUILDINGS 150 0 1). DOORS TO BE SELF-CLOSING. SHALL BE WEB LESS CAST IRON. 2). AREAS TO BE MECHANICALLY VENTED. 6). WATER DISTRIBUTION PIPING WITHIN BUILDING SHALL BE COPPER PIPE OR USE AND OCCUPANCY CLASSIFICATION: U ,i., 3). FLOORS TO BE TILES AND WALLS TO BE GLOSS ENAMEL, COPPER TYPE L. GROUP A-2 14 a INK TO HAVE MIXING VALVES, SOAP DISPENSERS AND HAND DRYING TOWELS. 7). CONTRACTOR SHALL INSTALL PIPE INSULATION REQUIRED TO MINIMIZE HEAT 4). SINKS FLOOD ZONE: AE8 � � z 5). (MIN.) 1 BATHROOM TO BE ADA COMPLIANT. GAIN AND LOSS , AND PREVENT CONDENSATION ON PIPING. N o o 8). ALL PLUMBING FIXTURES CONNECTED TO THE SANITARY DRAINAGE SHALL TYPE 5B BUILDING 6 BE PROVIDED WITH AN APPROVED P-TRAP. �' PLUMBING: MIN. EGRESS AS PER SECT. 1003.3.1.1 1). ALL FOOD RELATED DRAINS SHALL BE INDIRECTLY CONNECTED (AIR GAP) 9). INSTALLATION OF GAS EQUIPMENT AND PIPING SHALL BE IN ACCORD WITH o TO WASTE LINES AS PER EQUIPMENT SCHEDULE. APPLICABLE AMERICAN NATIONAL STANDARDS INSTITUTE AND THE RULES AND EXITS AS PER TABLE: 1005.2.1 2). ALL WATER SUPPLY AND CONNECTED EQUIPMENT INSTALLED AS TO PREVENT REGULATIONS OF THE LOCAL GAS UTILITY. BACK-FLOW. 10). ANY 3 COMPARTMENT SINKS, FOOD PREP SINKS, REFRIGERATORS, FREEZERS, SURFACES: ICE MAKERS, SHALL BE AN INDIRECT CONNECTION. DISH WASHERS AND SHOULD AREAS: 1). KITCHEN WALLS TO BE STAINLESS STEEL SURFACES AND WHITE GLOSS ENAMEL HAVE A DIRECT CONNECT TO A VENTED FLOOR TRAP. LOCATION: SQ. FOOTAGE: SURFACES. 2). KITCHEN CEILING TO BE WHITE GLOSS ENAMEL SURFACE AND STAINLESS 1ST. FLOOR 5569 SQ. FT. EXHAUST HOOD OVER COOK LINE AREA. ELECTRICAL NOTES 3). KITCHEN FLOORS TO BE COMMERCIAL GRADE 1/4" ARMSTRONG TILES OVER 3/4" 1). ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED DECKS / PORCH 1609 SQ. FT. W PLY SUBFLOOR. ELECTRICAL CONTRACTOR. o 4). KITCHEN FLOORS IN FOOD PREP, FOOD STORAGE AND TOILET AREAS TO BE 2). THE ENTIRE ELECTRICAL INSTALLATION SHALL FULLY MEET ALL THE 2ND. FLOOR 2744 SQ. FT. zz COVERED AT WALL JOINTS FOR EASE OF CLEANING. REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, THE NEW YORK DECKS 2037 SQ. FT. H 5). ALL AREAS CONSTRUCTED TO BE INSECT AND RODENT-PROOF. STATE BUILDING CODE, AND ALL OTHER APPLICABLE LOCAL CODES ATHOUSE 192 S . FT. AND ORDINANCES. BATH QCC VENTILATION: 3). THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THEIR z 1). KITCHEN COOKING AREA TO HAVE STAINLESS STEEL EXHAUST HOOD WITH WORK AND SHALL GUARANTEE THE WORK OF CONTRACT. o SERVICEABLE GREASE FILTERS AND FIRE PROTECTION SYSTEM. 4). THE ELECTRICAL CONTRACTOR SHALL CONSULT AND COOPERATE USE AND OCCUPANCY CLASSIFICATION(SECT.303):A-2 2). 12" OVERHANG AND VENT THRU ROOF OUTSIDE OF AREA. WITH ALL OTHER TRADES IN OTHER TO AVOID INTERFERENCE DURING PLUMBING FI)ITURE CALCULATIONS:OCCUPANT LOAD(SECT.1003.2.2) 3). ALL CAFE AREAS TO BE DUCT VENTED THROUGH BUILDING OUT OF ATTIC INSTALLATION OF WIRING EQUIPMENT, ETC. ASSEMBLY:UNCONCENTRATED(TABLES AND CHAIRS): 1 OCCUPANT FOR EACH 15 SF EXHAUST FANS. 5). THE EXACT LOCATION OF ALL CONDUITS, PANELS, FIXTURES, ETC 1827SF:D5ISN i86 SF: OUNGE/BAR=2694 SF 14). SMOKING IS NOT PERMITTED ANYWHERE ON PREMISES OR PROPERTY. SHALL BE DETERMINED IN THE FIELD. 6). THE MOUNTING HEIGHT OF ALL RECEPTACLES SHALL BE 1'-6" AFF KITCHEN:987 SF_200=5 OCCUPANTS+15 OCCUPANTS(WAIT STAFF) LIGHT SWITCHES SHALL BE MOUNTED 4'-0" AFF AND ALL PANELS SHALL 180+5+15=200 OCCUPANTS WASTE: 100 MAILS_40=3 WATER CLOSETS 1). GARBAGE STORAGE IS ENCLOSED AND LOCATED ON SMOOTH BLACK BE AT 6'-0" AFF TO THE TOP OF THE PANEL UNLESS OTHERWISE NOTED. 100 FEMALE_40=3 WATER CLOSETS C 7 . ALL POWER WIRING SHALL BE COPPER #12 AWG MINIMUM SIZE LAVATORIES 100 FEMALE7575=2 LAVATORIES CONCRETE SURFACE LOCATED IN PARKING AREA. ) CIL SOLID, OR STRANDED #8 AWG OR LARGER AND INSULATED. URINALS:SUBSTITUTION FOR WATER CLOSETS(419.2)IN EACH BATHROOM OR 8). ALL ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN FULL ACCORDANCE TOLITE ROOM,URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67 PERCENT '0 r UTILITY ROOM: OF THE REQUIRED WATER CLOSETS AND SHALL CONFORM TO THE REQUIREMENTS OF SECT.4D4.1.1 1). SEPARATE ENCLOSED UTILITY ROOM USED FOR MOP SINK, DRYING WITH NEC AND LOCAL CODE REQUIREMENTS, AND BE UL LISTED. >- STORAGE RACK FOR ALL CLEANSERS , CLEANING SUPPLIES AND 9). CASH REGISTER, COMMUNICATION WIRING SHALL BE SUPPLIED BY MANUFACTURE ' 0 o WASHER / DRYER AND RESTRICTED TO OPERATIONS OF 10). ALL WIRING TO EQUIPMENT SHALL BE OF PROPER SIZE AS PER CODE(S) • 0 ESTABLISHMENT ONLY. AND HARD WIRED IF REQUIRED. DESIGN CRITERIA BLDG. CODE NYS 2002 i 2). NO FOOD RELATED ITEMS TO BE STORED IN UTILITY ROOM. 11. PROVIDE ONE SMOKE DETECTOR ON EACH FLOOR, INCLUDING BASEMENT. FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES (D DETECTORS ARE TO BE DIRECTLY WIRED TO ELECTRICAL SYSTEM. EXT. BALCONIES 100 /1� DESIGN LOAD CALCULATIONS ROOFS(GROUND SNOW LOAD) 100 V[ J GAS HOT WATER HEATER: (LIVE LOADS PSF) ALL FLOOR LOADS 100 v 1). TANK TYPE COMMERCIAL HOT WATER HEATER AMERICAN STANDARD STAIRS 100 GAURDRAILS(ANY DIRECTION) 200 MODEL D80 165AS 80 GAL. CAPACITY, NATURAL GAS, 165,000 BTU. EXPOSURE CATAGORY C '� 2). LOCATION IN BASEMENT AREA NEXT TO KITCHEN. 3 LOAD PATH SEE CONSTRUCTION ANDWMD PATH CONNECTION E A ak ;° '' (ROOF -FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE 3 . FOR RESTAURANT DELI USE ONLY. ,� -•r z. � .,� ` NAILING SCHEDULE SEE GENERAL NOTE PAGE / f�R` - /y e EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE DRAWN: MH/MS ' �•� 5 m SCALE: N.T.S. OIL HOT WATER HEATER: °r' # `-' FIRE PROTECTION y �'' ^ � I " .��8 ���. ISMOKE E CO2 pETECTORS) ® SEE FLOOR PLANS JOB#: l" � (P.,:qp 1� TRUSS DESIGN NiA -STANDARD STICK FRAME CONSTRUCTION December 14, 2006 SS-60.1). TANK TYPE COMMERCIAL HOT WATER HEATER - SUPER STORE MODEL . ' a -' 6"xr` ENERGY CALCULATIONS COMCHECK 3.2.1 SHEET NUMBER: �� CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 2). LOCATION IN BASEMENT AREA NEXT TO KITCHEN. .,4 s F.,,,,„4 --,At° eiV GROUND WIND SEISMIC FROST WINTER ICESHIELD "*�a3,' �'-fl- SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS A kiirM 1 5 3). FOR REST ROOMS ONLY. 4r,41--_-* LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED FLOOD 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - TO HEAVY MODERATE DEPARTMENT OF HEALTH PLUMBING NOTES LEGEND BLDG.DEPT.REVISIONS 16 KITCHEN: 1). ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED REV.SET 7/27/06,� EMERGENCY EXIT LIGHT 1). ALL LIGHTING IN FOOD PREP AREAS TO BE SHIELDED WITH SHATTER-PROOF PLUMBING CONTRACTOR. MATERIAL. 2). ALL WORK SHALL SHALL FULLY MEET OR EXCEED THE iA LIGHTED EXIT SIGN 2). SPLASH GUARDS TO BE INSTALLED BETWEEN EACH AND ALL SINK AREAS (TYP.). REQUIREMENTS OF NATIONAL, STATE, COUNTY, MUNICIPALITY AND 3). SEPARATE 1-COMPARTMENT FOOD PREP SINK W/COUNTER WORK AREA FOR OTHER AUTHORITIES HAVING JURISDICTION. ANY WORK NOT SUBJECT ® SMOKE DETECTOR MIMI FOOD PREP ONLY. TO THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION SHALL 4). SEPARATE 3-COMPARTMENT SINK W/ (2) DRAIN BOARDS TO BE USED FOR BE GOVERNED BY THE NATIONAL PLUMBING CODE AND THE COUNTY ralY4 WARE WASH ONLY. HEALTH DEPARTMENT. OCCUPANCY CALCULATIONS (TABLE 1003.2.2.2) 5). 3 WALL MOUNTED HAND WASH SINKS WITH DISPENSED SOAP AND HAND 3). ®•� •® THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR TRIER OCCUPANCY TOTAL OCCUPANTS ®®e"��,6�, DRYING FACILITIES LOCATED WITH UNOBSTRUCTED VIEWS IN FOOD PREP WORK AND SHALL GUARANTEE THE WORK OF HIS CONTRACT. DINING ROOM 113 AREA. 4). THE PLUMBING CONTRACTOR SHALL CONSULT AND COOPERATE WITH 6). ALL FOOD SERVICE EQUIPMENT LISTED TO MEET NSF STANDARDS. ALL OTHER TRADES IN OTHER TO AVOID INTERFERENCE DURING LOUNGE 20 INSTALLATION OF PIPING, EQUIPMENT, ETC. BAR 17 RESTROOMS: 5). SANITARY DRAINAGE AND VENT PIPING ABOVE GROUND WITHIN BUILDINGS 150 0 1). DOORS TO BE SELF-CLOSING. SHALL BE WEB LESS CAST IRON. 4 2). AREAS TO BE MECHANICALLY VENTED. 6). WATER DISTRIBUTION PIPING WITHIN BUILDING SHALL BE COPPER PIPE OR USE AND OCCUPANCY CLASSIFICATION: 3). FLOORS TO BE TILES AND WALLS TO BE GLOSS ENAMEL. COPPER TYPE L. GROUP A-2 I4 4). SINKS TO HAVE MIXING VALVES, SOAP DISPENSERS AND HAND DRYING TOWELS. 7). CONTRACTOR SHALL INSTALL PIPE INSULATION REQUIRED TO MINIMIZE HEAT FLOOD ZONE: AE8 g k > w 5). (MIN.) 1 BATHROOM TO BE ADA COMPLIANT. GAIN AND LOSS , AND PREVENT CONDENSATION ON PIPING. w o t) 2 8). ALL PLUMBING FIXTURES CONNECTED TO THE SANITARY DRAINAGE SHALL TYPE 5B BUILDING 6- ' o m PLUMBING: BE PROVIDED WITH AN APPROVED P-TRAP. s MIN. EGRESS AS PER SECT. 1003.3.1.1 1). ALL FOOD RELATED DRAINS SHALL BE INDIRECTLY CONNECTED (AIR GAP) 9). INSTALLATION OF GAS EQUIPMENT AND PIPING SHALL BE IN ACCORD WITH TO WASTE LINES AS PER EQUIPMENT SCHEDULE. APPLICABLE AMERICAN NATIONAL STANDARDS INSTITUTE AND THE RULES AND EXITS AS PER TABLE: 1005.2.1 k 2). ALL WATER SUPPLY AND CONNECTED EQUIPMENT INSTALLED AS TO PREVENT REGULATIONS OF THE LOCAL GAS UTILITY. BACK-FLOW. 10). ANY 3 COMPARTMENT SINKS, FOOD PREP SINKS, REFRIGERATORS, FREEZERS, SURFACES: ICE MAKERS, SHALL BE AN INDIRECT CONNECTION. DISH WASHERS AND SHOULD AREAS: 1). KITCHEN WALLS TO BE STAINLESS STEEL SURFACES AND WHITE GLOSS ENAMEL HAVE A DIRECT CONNECT TO A VENTED FLOOR TRAP. LOCATION: SQ. FOOTAGE: SURFACES. 2). KITCHEN CEILING TO BE WHITE GLOSS ENAMEL SURFACE AND STAINLESS 1ST. FLOOR 5569 SQ. FT. EXHAUST HOOD OVER COOK LINE AREA. ELECTRICAL NOTES 3). KITCHEN FLOORS TO BE COMMERCIAL GRADE 1/4" ARMSTRONG TILES OVER 3/4" 1). ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED DECKS / PORCH 1609 SQ. FT. W PLY SUBFLOOR. ELECTRICAL CONTRACTOR. 4). KITCHEN FLOORS IN FOOD PREP, FOOD STORAGE AND TOILET AREAS TO BE 2). THE ENTIRE ELECTRICAL INSTALLATION SHALL FULLY MEET ALL THE 2ND. FLOOR 2744 SQ. FT. z z COVERED AT WALL JOINTS FOR EASE OF CLEANING. REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, THE NEW YORK DECKS 2037 SQ. FT. 0 5). ALL AREAS CONSTRUCTED TO BE INSECT AND RODENT-PROOF. STATE BUILDING CODE, AND ALL OTHER APPLICABLE LOCAL CODES }' AND ORDINANCES. BATH HOUSE 192 SQ. FT. cr VENTILATION: 3). THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THEIR I- VENTILATION: KITCHEN COOKING AREA TO HAVE STAINLESS STEEL EXHAUST HOOD WITH WORK AND SHALL GUARANTEE THE WORK OF CONTRACT. o SERVICEABLE GREASE FILTERS AND FIRE PROTECTION SYSTEM. 4). THE ELECTRICAL CONTRACTOR SHALL CONSULT AND COOPERATE 2). 12" OVERHANG AND VENT THRU ROOF OUTSIDE OF AREA. WITH ALL OTHER TRADES IN OTHER TO AVOID INTERFERENCE DURING USE AND OCCUPANCY CLASSIFICATION(5ELT.3D3):A2 3). ALL CAFE AREAS TO BE DUCT VENTED THROUGH BUILDING OUT OF ATTIC INSTALLATION OF WIRING EQUIPMENT, ETC. PLUMBING FIXTURE CALCULATIONS:OCCUPANT LOAD(SECT.1003.2.F SEMLY:EXHAUST FANS. 5). THE EXACT LOCATION OF ALL CONDUITS, PANELS, FIXTURES, ETC 18227 SF:DI I G0NCENTRATED+867SF:LOUN EB/BAR=269q ES ANDCHAIRS) 1OCCUPANTOREACH 155� 4). SMOKING IS NOT PERMITTED ANYWHERE ON PREMISES OR PROPERTY. SHALL BE DETERMINED IN THE FIELD. 26445E_15 SF=180 OCCUPANTS 6). THE MOUNTING HEIGHT OF ALL RECEPTACLES SHALL BE 1'-6" AFF KITCHEN:987 SF_200=5 OCCUPANTS+15 OCCUPANTS(WAIT STAFF) WASTE: LIGHT SWITCHES SHALL BE MOUNTED 4'-0" AFF AND ALL PANELS SHALL 180+5+15=2000CCUPANTS 1). GARBAGE STORAGE IS ENCLOSED AND LOCATED ON SMOOTH BLACK BE AT 6'-0" AFF TO THE TOP OF THE PANEL UNLESS OTHERWISE NOTED. I100 HAILE OD FEMALE 4440 33 WATER WATECLOSETS LLOL0 ETS CONCRETE SURFACE LOCATED IN PARKING AREA. 7). ALL POWER WIRING SHALL BE COPPER #12 AWG MINIMUM SIZE 100 MALE 4-75=2 LAVATORIES C 100 FEMALE+75=2 LAVATORIES SOLID, OR STRANDED #8 AWG OR LARGER AND INSULATED. URINALS:SUBSTITUTION FOR WATER CLOSETS(419.2)IN EACH BATHROOM OR TOLITE ROOM,URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67 PERCENT C3 UTILITY ROOM: 8). ALL ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN FULL ACCORDANCE DFTHEREQUIREDWATERCLOSETSANDSHALLCONFORMTOTHEREQUIREMENTS 1). SEPARATE ENCLOSED UTILITY ROOM USED FOR MOP SINK DRYING WITH NEC AND LOCAL CODE REQUIREMENTS, OF SECT.404.1.1 Q AND BE UL LISTED. af' >- STORAGE RACK FOR ALL CLEANSERS , CLEANING SUPPLIES AND 9). CASH REGISTER, COMMUNICATION WIRING SHALL BE SUPPLIED BY MANUFACTURE o } WASHER / DRYER AND RESTRICTED TO OPERATIONS OF 10). ALL WIRING TO EQUIPMENT SHALL BE OF PROPER SIZE AS PER CODE(S) L � o ESTABLISHMENT ONLY. AND HARD WIRED IF REQUIRED. DESIGN CRITERIA BLDG. CODE NYS 2002 / - N 2). NO FOOD RELATED ITEMS TO BE STORED IN UTILITY ROOM. 11. PROVIDE ONE SMOKE DETECTOR ON EACH FLOOR, INCLUDING BASEMENT. FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES j S- DETECTORS ARE TO BE DIRECTLY WIRED TO ELECTRICAL SYSTEM. EXT. BALCONIES 100 CD DECKGAS HOT WATER HEATER: DESIGN LOAD CALCULATIONS ROOFS(GROUND SNOW LOAD) 1°� L (LIVELILOADS PSE) ALL FLOOR LOADS 100 {J 1). TANK TYPE COMMERCIAL HOT WATER HEATER AMERICAN STANDARD STAIRS 100 MODEL D80 165AS 80 GAL. CAPACITY, NATURAL GAS, 165,000 BTU. GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY C •y�� 2). LOCATION IN BASEMENT AREA NEXT TO KITCHEN. LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION G� 3). FOR RESTAURANT / DELI USE ONLY. (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE „.-;�,_Fn .. � Rdam" s� oks, NAILING SCHEDULE SEE GENERAL NOTE PAGE l7 77- p <� EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE DRAWN: MH/MS OIL HOT WATER HEATER: ,,er ,cc\1 1 ,4 S °e',N FIRE PROTECTION Sr.: SCALE: N.T.S. _^y,+ � `_`•<" ""rc °" (SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS JOB . 1). TANK TYPE COMMERCIAL HOT WATER HEATER - SUPER STORE MODEL °t7: j �� .' �' �y�� � i TRUSS DESIGN N/A -STANDARD STICK FRAME CONSTRUCTION December 14, 2006 i jr,t)°;00,0'7)-;,t ENERGY CALCULATIONS COMCHECK 3.2,1 SHEET NUMBER: SS-60. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 2). LOCATION IN BASEMENT AREA NEXT TO KITCHEN. _ =' �M�R 3). FOR REST ROOMS ONLY. 1,4"7,/,'',' fib°•' GROUND WIND SEISMIC FROST WINTER ICESHIELD `+. y„��,n Q,'-',anti SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD " t��i,.e -- "X, . LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Ars15 pati' �'Pz.;ld N:,�'��t�„^�,, Y,,,,, *»^ " 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE - • REVISIONS • • FLOOD . PLAIN GRAWL SPADE FLOOR AREA = 4,115 SO. FT. • • REQUIRED GRAWL S1='AGE OPENING I " PER SO. FT. 4115/144 = 32.74 SO. FT. • • AS DESIGNED OPENINGS 4 X 4'-6, " X 2 ' = 36 SQ. FT. • / 5q'-q" - -�_0 - 0_ 0 0 0 0 0 0 r__� 0 • �. alragaggingiiiiiiiiiiiiiiiiiiMMEINIZE •.. • • • • -••• ••' • •'• •'°. -• •.••r •,: • .•,.•-•? HINGED/LOUVERED PANEL, TYP . m 1 1 RELIEF VENT @ GRADE, PROVIDE • ' I GRAWL SPACE I -.7.____.----° TYPICAL 4 PLACES HYDROSTATIC �-- 0 - - K...______.--/2A O - I m MATCH ELEVATION TO LOWEST I O A-Ib W - EXTERIOR ELEVATION AT SOUTH = • -' • I O OF BUILDING ADJACENT TO MARINA i X t-IdJ • N O rl '�• �- Iq'-1211 . I'. Iq'-II" j,- it- Iq'-0211 m -,7 r 71, if, ri rivi.i, ., „, vo - -- - -r.- -- .47 r_1-.rrr -r.--• ..a _-�.�.-•..r-- ---_------� i.. 6.uW :43 • • WIOX34 ; WIOX54 ; WIOX54 •• • XI ._ ISL II , •' X � O O 3' x 3' x '-6" El O w tV • = POURED ONGRETE FOOTING � ' V z -' • ' X` — - W/3 #5 R BAR EACH WAY �- �r - 4" • � � V 11-1 O m •: • I \ - - "�— - - • � OFF BOTTOM TYP., W/ ,� N �' S 5/S" G NGRETE FILLED ©irn,..:.. 0 O • • - =i. STL. PIP COLUMN, TYP. ;r 0 m ifir j' N j1• I I _____--___ Va '1 a -----1-........-—-..-....••• . am men•••••oub onomblv.••ammom 0.-mo•Hrp .... .... .. .......... ... .•••• WIOX34 hz ;; i W I O X 34Ell _i u L.:1!:.11 .. w • q'-10311 q 1_23 11 I 1 11 1 4 4 q -112 q -11211 I q'_2411 q'-10411 F- ile II' t . ,,.: • • 21'-II" . .• O O ' • mid •• / • I m m1 . : . is X X : ir 3' 4'-611 41-112- I 11 41_611 41_I 1211 •• :r . . / y / / / II• i i \ ♦ ' • I____ . • .. .•.. • .•i• • ~'•4 •• ••i• /' • . . : • • t • •a • In • •.• - •�• •1 1 • ••• • • • • -' •.• • '•' •: .S1 • ... .: • i ° - O 2" BRICK SHELF TYP. TYPICAL FLOOR FOUNDATION WALL W/ HINGED/LOUVERED PANEL, TYP X I - 3" LOK-FLOOR GALVANIZED STEEL I X• ` : 5., NEW 10 CONCRETE BLOCK RELIEF VENT @ GRADE, PROVIDE COMPOSITE FLOOR DECK - Iq GAUGE I CONCRETE FOOTING VI/6'-1116 3 -O W x 2'-0"H HYDROSTATIC O O / / ' = TYPICAL 6 PLACES I - 6" THICK SLAG - 3000 PSI CONCRETE 2 3 #5 REBAR ' -IN ' REINFORGL WItI 66 WI.4 x WI.4 WELDED 22" WIDE x 12" DP POURED 1 I WIRE EAEfZ d WHEN PoU�ZING CONCRETE I '' 5'-10211 Z. m . I DO Ndt• EXCEED A.MAXI k•1UM UNSURED i I SPAN F 2,.53' . A. • •,;; '' • • - pROVIb� OR iZAbIAN1 NEAT IN SLAB I I • 1 • > O :--, •. • -• . • I• : WIO X 30 I�`�I O X 30 WIO X 30 kb X 30 --�- - - - - - - - --•- - - - - - - - - - - ' WIO X 30 - -1 - - WIO X 30 - IL. f()I1t -1N tL _ 0 O. Q -' -' V 1� W Q O I I . O z COcI2 -6411 I I I IO'-O I 11 1011 m - d . , 15 IS 15 EL / 15 / 4 , ./ aL : . 0 ILI ILI IOX30 IDX30 IWIOX30 WIOX30 WIOX30 INTO CZ _ J I . , GRAWL SPACE ••. • • -�N IN MATCH ELEVATION TO LOWEST ' '••' 3' x 3' x i'-6" •'• O • EXTERIOR Et.EVA' `iv^iv AT SOUTH POURED CONCRETE FOOTING •• _ • = • : •_•: • U • -II. OF BUILDING ADJACENT TO MARINA W/3 #5 REBAR EACH WAY �• =1I. 4" OFF BOTTOM TYP, W/ •: CA ", m_ 3 1/2" STL. PIPE COLUMN, TYP .4; SHAFT ABOVE • a N 1 3 11 �� 11 Iq -4- "• 1 I 1 Ip11 •• 35'-4411 ; • 26'-1211 .•. Ip 4 • 3 -32 10" �,��aNEbJ y©�. 11..-.• . .\'?". �:/ 0 /T/ /.r 4. <e,c- • r, 4- ,2. 1:: • • \ 10" / COMPACT GRANULAR FILL7 • .• r W . : . 0 f '- ` '•' • . ;may. .. ,.. ;•: ,' 'i i • .0 - '. : ..` •' •.• � '^ .! ' • " ". •. ••. a • i . • ,• � •• . .••. • ••• •r '• � �A I -1 __ r \�a ESS.a°. = _ *#*,* *,S,Si,i#J#SiS,S,S,i,S,S,SS,SS4et,t,%,t � : acSS#i * *#i *#S#iiiiS#S,S,SiS,i,S,S44 * *#SS#S,i,%#i,SeS,S,i#S,S,i,S,iSS#S, OS,i,ii DRAWN BY: J. TURNER S'iS,i* **‘** **,**,s* = SCALE: 1/4"=1'-0" GHK'D BY: R.P. m DATE: 01/15/06 ' SHEET NUMBER 361_2411 = 51-0211 14' 28'-I 1411 / / / / / • S4'-22" — t , Ca/1 ( ``" t i- (T l)- ill:).-00( ALL CONSTRUCTION SHALL SpEG'fl0 OCCUPANCY OR MEET THE REQU�;RER!E�v'TS OF THE „ f1R'�1� ISCODES OF NEW YORK STATE. t"� sT��i�J STOR A WATER RUNOFF _ p BEFOREUSE UNLAWFUL alk a To SECTION a5-la„ T I- IDHOUT CERTIFICATE T�; Tov�M�CO • r*l REVISIONS BLDG.DEPT. 7/27/06 OF OCCUPANCY CEIITWL `. 't. REV.SET 7/27/06 APPROVED AS NOTED tein.r,"74,11......,,c.r-roldrifi,,,,:„..::::,:;,..:ir:ri''...("`...r...., - DATE: I Z' 1i5 B.P. 1g5NOTi1 C� J DO PROCEED WITH [} H FEE ' 4�i-ABY: �'�- FRAMING UNTII.SU 1VEY �LeV�k-tlo� 'L t -- �----- NOTIFY BUILDING DEPARTMENT AT 07 FOUNDATI0,1 t -..74-`p'"�e -��` CQ•�P�,y :TT HH�.I''TER" �» - ��765-1802 8AM TO 4 PM FO T HAS SEEN FN PROW .D. FL•OOD DACr PREVENTIONR HEFOLLOWING INSPECTIONS: SQU4{®:. 01NN CODE. pi ciAlIclifte. c�1. 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MI w:x.,\,. „,,,,, „fiiiv. 11hIdleletrld: A.,,,,,, .1221.,"- 1.. i L'1,••••1..P.,4 ', „...';.ae- .G,..,A, .&..,, •HP,. .,,,....tt,,,,6, A11161 2 REVISIONS BLDG.DEPT. 7/27/06 STORMWATER MANAGEMENT REQUIREMENTS REV.SET 7/27!06 WHERE APPLICABLE 2"X2"STAKES STANDARD AND SPECIFICATION FOR STRAW BALE DIKE STANDARD AND SPECIFICATION FOR SILT FENCE 2'IN THE GROUND WIRE TIE DEFINITION: DEFINITION: BALES BUTTED TEMPORARY BARRIER OF STRAW OR SIMILAR MATERIAL USED TO A TEMPORARY BARRIER OF GEOTEXIILE FABRIC(FILTER CLOTH)USED TIGHTLY TOGETHER INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS NOTE: OF DISTURBED SOILS. OF DISTURBED SOIL. SILT FENCE IS PREFERRED,IF SIGNIFICANT GRADE EXISTS,STRAW BALES MAY BE `I,- PURPOSE: CI 1;11 I 1/14140,4 REQUIRED TO BE PLACED ON THE DOWNSTREAM SIDE OF THE SILT FENCE. 'L PURPOSE: / ��/ THE PURPOSE OFA BALE DIKE IS TO REDUCE RUNOFF VELOCITY AND THE PURPOSE OFA SRT FENCE IS TO REDUCE RUNOFF VELOCITY AN II., 1 1N ti-tCr DEPOSITION OF THE TRANSPORTED SEDIMENT LOAD.STRAW ttrtCt DEPOSITION OF TRANSPORTED SEDIMENT LOAD.LIMITS IMPOSED d toll 1 -�� ,•' 1s-'- BALE DYKES HAVE AN ESTIMATED DESIGN!TEE OF THREE(3)MONTHS. BY ULTRAVIOLET STABILITY OF THE FABRIC WILL DICTATE THE MAXIMUM ® ��' � WATER-� lI,- [/� % CONDITIONS WHERE PRACTICE APPLIES: PERIOD THE SILT FENCE MAY BE USED. ��`„®�®� Ti..,-"' .. 4 THE STRAW BALE DIKE IS USED WHERE: CONDITIONS WHERE PRACTICE APPLIES: ,4 --------------- /�-- iii'' 1).NO OTHER PRACTICE IS FEASIBLE. A SILT FENCE MAY BE USED SUBJECT TO THE FOLLOWING CONDITIONS: T`� �`/, 1).MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO �_ �., .�" d.;. ``' `Y 2).THERE IS NO CONCENTRATION OF WATER IN A CHANNEL OR A SILT FENCE ARE: �15i ,Vj SLOPE MAXIMUM SLOPE Ar"+ .G!'rrrr.,•....'.r.:.+w_ _�r-i 1 '� `:. YY OTHER DRAINAGE WAY ABOVE THE BARRIER. -�'-'- s-,_ . _�_,,_ 1\y/ �� STEEPNESS; LENGTH(FT.) �� `�`� ~} v ,`, `\, 3).EROSION WOULD OCCUR 1N THE FORM OF SHEET EROSION. 2:1 50 ►„ 4 `- i \yi 7'7 _ 4).LENGTH OF SLOPE ABOVE THE STRAW BALE DOES NOT EXCEED 3:1 75 �• Y �'I THESE UNITS: p I CONSTRUCTION PERCENT SLOPE LENGTH 4:1 125 N , SLOPE SLOPE (R.) 5:1 175 FLATTER 2:1 50 25 THAN 5:1 200 ti stn ( PRE-ASSEMBLED 2-1/2:1 40 50 2).MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE ~ U li, SILT FENCE STRAW BALE AND SILT FENCE SHALL NOT EXCEED 1/2 ACRE PER 100 FEET OF FENCE;AND .N a 3:1 33 75 a erg + 3-1/2:1 30 100 3).EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION;AND M, 4:1 25 125 4).THERE 15 NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. V pVj ADJACENT C ADJACENT WHERE SLOPE GRADIENT CHANGES THROUGH THE DRAINAGE AREA, CRITERIA FOR SILT FENCE MATERIALS O• o q• r. STEEPNESS REFERS TO THE STEEPEST SLOPE SECTION CONTRIBUTING PROPERTY TYPICAL BUILDING PROPERTY <1.0W / TO THE STRAW BALE DIKE. 1).SILT FENCE FABRIC:THE FABRIC SHALL MEET THE FOLLOWING �G v FOOTPRINT !j'J SPECIFICATIONS UNLESS OTHERWISE APPROVED BY THE `' 9 �® APPROPI4TE EROSION AND SEDIMENT CONTROL PLAN APPROVAL SILT STOP THE PRACTICE MAY ALSO BE USED FOR SINGLE FAMILY LOT IF THE U ,----4 ��y' SLOPE IS LESS THAN 15 PERCENT.THE CONTRIBUTING DRAINAGE AUTHORITY.SUCH APPROVAL SHALL NOT CONSTITUTE STATEWIDE �' POST \, Y AREA IN THIS INSTANCE SHALL BE LESS THAN ONE ACRE AND THE ACCEPTANCE.STATEWIDE ACCEPTABILITY SHALL DEPEND ON IN �/ LENGTH OF SLOPE ABOVE THE DIKE SHALL BE LESS THAN 200 FEET. FIELD AND/OR LABORATORY OBSERVATION AND EVALUATIONS. `, MINIMUM .., r' 11.,•%*. BACKFILL . FABRIC PROPERTIES ACCEPTABLE TEST METHOD �, �� '�`� ;I�•:. VALUE h Z4 GRAB TENSILE I, 9 -`, 9•` �I�` 0 STRENGTH(Lbs.) 90 ASTM D1fi92 NATIVE �j �}/ ELONGATION AT � SOIL Ali lY `, 9 FAILURE(°6) 50 ASTM 01682 BURST I; PROPERTY LINE RECOMMENDED i REETNGTHH(PSI) 190 ASTM 03786 EVENLY SPREAD STRAW TOE-IN ' FROM APPROXIMATELY PUNSL�STRENGTH Y FLOWATE 40 ASTM D751 c UR 5'� F wW PRE-ASSEMBLED SILT FENCE (gal/mfn/sf) 0.3RIL EQUIVALENT OPENING SIZE 40-80 US 5T.SIEVE CW-00215 I- UULTRAVIOLETRADIATION 50 ASTM 0-26 LLs.I STABILITY(%) z NCURB t GU tFe 2).FENCE POSTS(FOR FABRICATED UNITS):THE LENGTH SHALL BE A Lii �1' MINIMUM OF 36 INCHES LONG.WOOD POSTS WILL BE OF SOUND QUALITY HARDWOOD WITH A MINIMUM CROSS SECTIONAL AREA Q CITY STREET OF 3.0 SQUARE INCHES.51 EEL POSTS WILL BE STANDARD T AND Z V U SECTION WEIGHING NOT LESS THAN 1.00 POND PER LINEAL FOOT. .s= 3).WIRE FENCE(FOR FABRICATED UNITS):WIRE FENCING SHALL BE A MINIMUM 14-1/2 GAUGE WITH A MAXIMUM 6 IN.MESH OPENING, O: OR AS APPROVED. L I STRAW BALE DIKE DETAILS SILT FENCE DETAILSI- 4}PREFABRICATED UNITS:ENVLROFENCE OR APPROVED EQUAL MAY Q BE USED IN U UU OF ABOVE METHOD PROVIDING THE UNIT IS SPACING OF POSTS FILTER CLOTH:FILTER a INSTALLED PER DETAILS SHOWN. BOUND BALES PLACED 2 RE-BARS.STEEL PICKETS OR CC IN CONTOUR U 2'92"STAKE 1-1/2-2'IN GROUND. TO BE 6-10 ttt APART STABIUNKA T140N 'x fmDRIVE STAKES FLUSH WITH BALES. OR APPROVED EQUAL O �'� - 1.SET STAKES 2.EXCAVATE A 4"X 4"TRENCH UPSCALE cn , 10 DRAINAGE AREA NO MORE THAN 1/4 AG PER "' •a---v ALONG THE LINE OF STAKES. /,-t 4La-1 I I I 1 (�,� 100 FETT OF STRAW BALE DIKE FOR SLOPES :71!:.::AIlin i 6 Max LESS THAN 25%. 1 „y„ 3� E< dP' a i ifs f 4'MIN. II �,• i' � .. Ys^:_ I 11111:1111111111< PROPERLY INSTALLED STRAW BALE L. 41.- , i-N� �' Fwd (Cross-Section) 1 T • ,i-%'/ 2'MIN. .:.._,11.2;!,..::.1 Iiii!ii '.: 4j �/ FOR ADDITIONAL STRENGTH FILTER FABRIC CAN BE ATTACHED TO A 6 INCH(MAX.)MESH 4' ,. WIRE SCREEN WHICH HAS BEEN FASTENED TO 4" "'_ THE POSTS,(14 1/2 GA.6"MAX.MESH OPENING) 1. Excavate the Trench 2. PLACE AND STAKE STRAW BALES. BACKFILLED TRENCH 1 _ 3.STAPLE FILTER MATERIAL TO STAKES 4. BACKFILL AND COMPACT 7 f ` �0, AND EXTEND IT INTO TRENCH. THE EXCAVATED SOIL. . 4 e \ ANGLE FIRST STAKE TOWARD ■ ■ / \ PREVIOUSLY[AID BALE 44sIN ,,•,t►* . , 11111111 • -o Z •1.,1j.a�/� ATTACHING TWO SILT FENCES o L B �! WEDGE LOOSE STRAW FILTER FABRIC MATERIAL SECURELY 4 BETWEEN BALES. FASTENED TO THE POSTS ORIF USED kar'�' CC P°� - C- \F,� THE WIRE MESH �__ -Q 0) �a� u u i Y `� SHEET FLOW INSTALLATION j (PERSPECTIVE VIEW) (�) S- PLACE THE END ter++ L5 APPROXIMATELY 6 INCHES POST OF THE OF FILTER FABRIC MATERIAL SECOND FENCE BALES MUST BE TIGHTLY CONSTRUCTION SPECIFICATIONS: MUST EXTEND INTO A ......,... ----- INSIDE THE END itti TTI ABUNG WITH NO GAPS. TRENCH AND BE ANCHORED 1).BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE IFIRST�ENCE WITH COMPACTED BACKFILL CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING MATERIAL \ �® THE ADJACENT BALES. \ ROTATE BOTH POSTS CONSTRUCTION SPECIFICATIONS: 11 f �® \ 2).EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF POSTS:STEEL EITHER AT LEAST 180 • ,�` . \ (4)INCHES AND PLACED SO THE BINDINGS ARE HORIZONTAL •T•'OR"U"TYPE OR _ DEGREES IN ' • ■ ■ . 3 MAX`511 A1).WOVEN WIRE FENCE TO BE FASTENED SECURELY TO i2"X2"HARDWOOD A CLOCKWISEA FENCE POSTS WITH WIRE TIES OR STAPLES.,' \ ®\ 3).BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO RUNOFF DIRECTION TOIlS STAKES ORRE-BARSDRIVENTHROUGHTHEBALE.THEFIRSTCREATE A TIGHT2.FILTERCLOTHTO BEFASTIIVED SECURELYTO WOVEN ,I''..411h,, ® \� STAKE IN EACHBALESHALLBEDRIVENTOWARDTHEPREVIOUSLYFAA C MAI EAL WITH ERIAL I ) WIRE FTTLCE WITH TIES SPACE i P24"7i TOP LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER.STAKESIII E'T' SHALL BE DRIVEN FLUSH WITH THE BALE. N . / i� AND MID SECTION. �;* ;I M^ 71,-11+ ^•' DRAWN: MH/MS �� ,r�� c • ,',�,n. . L SCALE: 1/4":1,-0"DIRECTION OF RUNOFF WATERS 3).WHENTWO SECT) dF TERf■ , H�,.": 4).INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL 16 INCHES ■IOTHER LDED SHALL Blw QVE D: SINCESY! e±,BE MADE PROMPTLY AS NEEDED. (MIN.) IIDRIVE 80TH POSTS ROW ANDFOLDED. 4 ; r k ISOB#: APPROXIMATE ABOUT 10 INCHES % S n 5).BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR 4"X 4"TRENCH INTO THE GROUND 4).MAINTENANCE'�1r,,..I •• FC,. 4s-AS EEDED AND-7,'""` December 14,2006 3. BACKFILL AND COMPACT THE USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR /�^ AND BURY FLAP POINTS A SHOULD BE HIGHER THAN POINT B MATERIAL REVIVEDl'V7HEN"B GBA"-' L©P((IPT�iE p a SHEET NUMBER: EXCAVATED SOIL. DRAINAGE. DRAINAGE INSTALLATION SILT FENCE. fry (FRONT ELEVATION) } ;"' "::-L4‘.:;i_ +s h .'4,:,',4.0:',�P :r:t. " REVISIONS BLDG.DEPT. 7/27/06 REV.SET 7/27/06 114•-r Y ! I 7-51/2• ! 2t•-11 1/- A, 54-r I 6'-101/" A, iS/1 1/" / L/ / 7-51/2' / a'-4" A, 6•-191/2" / 6•-101/' ! 3'-101/7 / 10'-0- A, 19'-10" !. 19'-10- ! 111'-0' ` IINRINIMI G.G.TO PROVIDE SHOP DRAWINGS lisAwstabaie � \ '�j 7\1 _ ARCHITECT PRIOR TO CONSTRTO BUILDING DEARTMENT UCTION ffallI OF SPRINKLERS AND HOOD FOR 44\91/E1 �VII�,• �� REVIEW AND APPROVALiliets-__,. CIPLINFir I l I ....„.// 47;712. 'Vino ,3 ii, EI I fi I I HOCK DOCK #.01 II _ ._� - ..L1 _1 I 1 I _ L J —RAMP..-- ) BIN N♦HEADP. WWW . it 1 I tl 1 J t1—t, 1 .0) Si 1 a MMI MCLN ALLAN KM, 3 w1e..dt9-9�E.@PRA..1F _ _ _a r,u.n«..._w....,•I[ TRANSOM OYER CXW16-2 LR TRANSOM OVER Cx1416-2 LR - TRANSOM OVER CXWl 6-2 LR r_ Q 3-1-3/41111-2/3141_HEADER S-I-3/4X11-7/ML HEADER , 33-t-3/4%f 1-T/$ML HEALER L 1:11 .*2°.; ev • L iYi CO. 1 14-1 ,• 1 ` `LI6N75 I - \' .L., . ,..,,„*lb. . 71 • J E L .� �..- ., �. P•A: 1. �.. J ..� � _ ;I / i... Ze Cir) r k ' .\ o .y E�l /�? /i , Fil■S! ( l ,a ik, * 9 f - - 2" °' c° Y, 02 x I ''',! \ fl A Y so m �, • rp q Q ' e 0 0 0 `` m .«:©a t •�•.cN eco 4 4 .«:07 Myo ©�� Oce 4 F. U M uN ♦ ♦ ♦ • ♦. ` u .-' A �/ ��./ �/ m,� u _. r, . 7 riea ^ o W24%62STEEL SCAM , 1024X68 STEEL BEAM ko' W24X6$STEEL BEAM o: 1 `ij/ _ ,; • 10e.x '¢ a ' , o' ��: . o, Wx DECK0M ,, DECK I j3 • p^^, DINING ROOM �+P (�j+► de7 "+. III �' n : ^ C .*. •*• •p BANQUET DAIS.*• •■* .*• [---- 4* 4 ` F .. t'-r NIGH/ELT FLE#FRAME _ § 1�` jj 1 4. r a. W o5. —♦ TIN TRANSOM OAR FWO606f 1 AP J ® ✓1!\�../JJ\h✓J/\l�✓J/ ®�� \1�.,/J/ ' ,�/ t = EXTERIOR 1003.TO 7 f°EEo — �/ \_ �- \.— \-- �._ v o / COMPLY WITS 100.3.3 3 5 [ Y.9 EMT.CODE ,,, I'-r HIGH RECT.fLG31/AME . 1'-E"HIGH RECT.FLFJ(IFhAME _ ALUMINUM N STAIR CONSPRVC 3'-P tQ6M TRANSOM OVER C%1016-2 LI , TRANSOM OVER CXWIG-2 LR M • ` 3-1-3/4k11-7/$ML DEADER IPOST BETWEEN OPEH'N,,$)�---.T-•+ ♦ HANDRAIL ♦ ,\ ' ' , J 3-t-3/ak1f ML HEADER WINE AAC WINE/ WINE RACK PAL RAC 5-11-7/8 ML MDR� l ETYPICAL) E. --_-1-3/ax1/a/$hL HEADER `` . � d a L�k1 illllllil%1111111111t �tilllallliti�llll� Illhllil�l�l) ll' 'I�I�l�l�l�l�l�l{i`Iit6l�lililitii� ._6 a .•— '—` 66 - N. ` �' A !LIGHTS/EXIT I /" N, I Z Yom, •�1 fLIGHTSI u • I • Z '-�/] 1�j�� • o I H �' f b'-2• 13-Cf 5'-9•\ a•-f 1/r A•-.E. 3'-r R t /� ,«• =/ "- �, ' ....� m 1 I+ }e HAL4� rI • 3'-5 v'i'ML FL HDR o ti •^\• •a'\, j, 4i� FLUSH �� o I I 1 1 I 1Y -— = LINEN LLOS£T __• K - /:// NrARrN NN'J1 Q: _ ' a .. _ .__ � - o- \`I� O � \'tt RECEPTIONi 11 3-m T-a"♦' VMDERSTA1Re 1 U o N_-- ♦ ♦ / '1 `" ^ I LIGHTS I L:iMTS I j e e �� a , . -"V� S. \ OVERF P OPENING '.•J �. ♦ s.• 3 to.,.,,,,,, A ^ � _________ , % / i x i ON--01. . ^' �¢ • t �I (r' Y �t t a.� -} t . / CUSTOM HEIGHT -_ - ,—.M _ Y \ �o a -e LOUNGE C l _^ \f` V __.1 ' FOR aowE �T .-1 r 9 of ♦ � UNDER STAIRS IJ, - a• 1 1 - '^• A I / \ y�1 ,. A STAIRS Ta COMPLY WITH,✓ - - - i, 14„. .. ♦' U ,i1 L -1-3/4 ML FLUSH'FADE" T motioLiw L yll) ,•n J \"✓ e 1 , STEEL NANGER� u /-- tt•T�Ao.-r'OMAz3RI5E 11' 3-1-3/4 ML FLUSH HEADER 1 t 3^ x ~____ .�an.T Ti 55^Wnnn- - _ -1}j i`o ^� _ 3 LaMPARTMENI SINN 1FI LIGHTS 1— 1Frru r! t1-7$nLHDR. • 'p ,0 1 / l'-11i i WASHING ( d� TN HWASHE•�. DRAIN BD - DRAIN BD' RDFRIG REFRI6 FREE2FR _ F *— ^y W r l _ _ & All WALK-IN FREEZER +. 3-11-7/:ML ND' STATION O ^ E E P • Q _o m 1 a•_9LGSET ( `� 111 — •.ti ♦— i1HT5 � wy■� Y_ ` DRYGOODSSTORAGEi1:(TltM HALL ry 5-1 1/- w._—�L.... �,....� ........1-....1�.1�1 . It ^ �■ � - ■ - ry �■1�...■1��11..■ ■1■. iii t r ! W� 11 ,tr A, y;" a ♦ • _c .^. l- tr �f_'" REFUSE BEVERAGE WIrER ..--A DRA7N SD au.ow BUTLER'S PANTRY ■' BELOW _ SLOP S NK II " —~ 3 I1IHHII!IIlI I ........11�millEmmimmiiiF1■....11111� 1-.�. RR9At}■ t•-r RIGA/ECF FI EXIFRAME Em[[m. k • TRANSOM OVER CW24 LR /1 pHill.gem..... ■■■ 111111111111M111111111111111111111111=111111111111111 i C �V ^ SOAT ' OUNTER w/REFRIGERATOR UNDER �. � ' IbonIcE M` 'tSERVIGELLOSET ENTRY CLT `� 'i, `ti -,, ,'�� -j/ 1 t\ SECT.10032-13 2 ��■ AND COMPLY WITH -- '.11111111■8,�11�� 'v SECTIO/10032/35 o w \ ' ���� 26 , ������� 1171111 6-7 �'. ■ w-ID ID N Y.S CONST CODE STAIRS TO COMPLY WITH _ 11.1,111.11.1 3'-7 3'-r H. ' K' SECT.f0 MAX.\ O !f A 11"TR M•7•MAX.RISE � 7{00 CFM EXHAUST HOOD SYSTEM, I LIGHTS I LIGHTS/EXIT STAINLESS STEEL HOOD W/FIRE PROTECTION :■- 124 "� 3-I-3/4x1]-7/$ML HEADER - 3-t-315 111-7/6 ML HEAD/ _ 111. DEVICES.EXHAUST FANS W/SERVICEABLE WALK-IN .. _ '. + �,,, ^�♦ ♦ a ASE FLT RS NTED TNRO GH ROOF ABOVE `u n \ \ ON I'1 1 D n R TT O .--- g _ _ =I���■y REFRIG um 4 ■ -'' INTERIOR BEARING WALL \ \ Z 1'-ff'HIEN/ELT FLE%IFRAME 1'-$HTGI�RCCT FLE%IF'RAME t NIGH AE 11 FLEXR' -E 111 ��1L�111���1�1��1♦i!Ir• - i Y � a TRANSOM OVER CW24 LA TR ANSOM OVER CW24 LR TR, :M• 1M I ^� ," 1,1-NIGH/ECTILEXIFINRME ' '-`-"` -` ■ '111. ■■ - ■ �, " J ■. ■� 1E ALL EXTERIORWAL15 TO BE CONSTRU:TEDWITH 2X6DF.2 SMAS AT 16"O C. �; /w�' } W E5I l a OU 4-ci.►iU►TU '61d VU 1 �..■" 11:-'1,, r W + _� TRANSOM OVEP CW24 LR C H OVEN OU**Ira r■� 1ik:1 I°- d ►11' 1 ® O 0 " '_ 4' t m.I ■:n■ �• ■1 rJJL 1 21•••15.5 OTHERWISE NOTED ALL EXTERIOR MC INTERIOR REAPING WALL i"„ /1!1/ IOL. \ \ \ I IS, i,`I ' ■ HEADERS SHALL BE 3-2X10 OF+2 - ■■ ■.._ �/PMfB'1(FT TNG I CW24 LR 3'-b'X7-0' 31 UNLESS OTHERWISE NOTED ALL NON BEARING WALLS SMALL NAVE SDN.2-256 _ \ \ '• ..��.xx C / BF•2IffACFRS •V CD i'N I ON 4I-OPENINGS 3-0'WM Ca SMALLER.SMALL BE SUPPORTED WITH ONE 3ACM em E 9) INSTALL SPRINKLERS HANDICAP RAMP PER CODE TO COMPLY WITH STUD ANO ONE KING STUD OPENINGS LARGER THAN 3,0-SHALL"AVE 2 JACK ///��� L I+ 14)114 M866 Y I SECT.10033.40E STUDS MICROLAM HEADERS SMALL NAVE 37ACK STUDS f iT Ffi fALVMN ___ 14.Y S.CONST.CODE V 5)ALL OGIN STRUCTURAL COLUMNS TO CONTINUE T DOWN TO FOUNDATION(DESIGNED BY LARRY TNFILL.PE I AND BE STRUCTURALLY SUPPORTED.VERIFY -.- - I. LOCATIONS IN FIELD ON !v 6 N'V • O�1 - O�A• • \�f • Qv'f HALL IRU WILL WALLS SHALL GE TED BY BES 16 FOIJ IHT,INTCPTOR i BEARING WALLS ML.P.BE Sl1PPOATED BY 67.o EA IN FOUNDATION ETRoNEa -4- •'.4.- 4-•- =.'--- �� �.' BY LARRY TUTHBI.PE) i •,, ,A' •,,1\\ •,, ,\\ ^/! ,,\ '4,1 1 1.... /1 ,Sa 7)PROVIDE EMERGENCY SPRINKLERS AS PER SECT 903 3 t OF N Y.S CONST.CODE - RI-ALL INTERIOR WALLS SHALL HAVE 1 PLY 5/$'TYPE-X FIRE RATED DRYWALL 4.NNN• ON EACH SIDE.INSIDE OF EXTERIOR WALLS SHALL NAVE 2 PITS 5/1-FIRE- AMINE= RATED DRYWALL.CEILING TO HAVE 2 PLYS 5/8"FIRE-RATED DRYWALL WITH RESEUENI CHARNEL ' y ,.y'{�_ .N`� 9)PROVIDE SMOKE AND CO DETECTORS PER CODE.DETECTORS TO BE WARD-WIRED 'A' .AA, �0 '•�' L WITH BATTERY BACH IUP =.. .-+.xnc ®'"AtuUj 4. 10)ALL 000RWAY TNWDSHOLOS SHALL BE ADA COMPLIANT. 5r S W .- .tt �!�, Ad If)ALL EXIT OPENINGS SHALL HAYS EMERGENCY EXITS E LIGHTING WITH Sr,'.A' "'{.Y - t"�jA,`\•''.;'. BATTERY BACKUP APPLY PANIC AND EXIT HARDWARE PER SECT 1093 3 1 9 "I.� 1 • OF N Y S COAST.CODE.EXIT DOORS TO COMPLY WITH SECT.LOGS - "Z- ,' 'T0 Nr' -Lr,,.\J ia,A r , , • . DRAWN: MH/MS ff-tP 5'-5 T/4' S'-5 3/1' 7-6' 9'-71/" %'-1' St-8 i/Y 6'K 3/1' 4'-1 1/` 181.1 1/' y 5 ya111,1 ,+��: S • iR^ :).=$Fl , .F SCALE: 1/4"=1'-0" }; ,;if` 4 } JOB*: I 7'-5t/' if 4, 4T-31/ 4, 7 ! 4'-1 I/' ! tff-11/' ! A✓ 4 A A ` i•.x.d I. • 114t - 1 '/' ; December 14,2006 1ST. FLOOR PLAN (` 6- SHEET NUMBER: SCALE: 1/8"= 1'-0' %. a'",;• a,—„=A.• 2.0,4 AX*/ REVISIONS BLDG.DEPT. 7/27/06 REV.SET 7/27/06 6 I IPEPPIIIMM 4\1791111/144 (2,0 0 ibvziciti,,,,, 4 0 lb 42,•. 411 No .•igib, Of SCA Itt * .,4046401froki* Sfr-6" • 21,11 1/2" .7-0" 1. e S,1 1/2" , 31,5" , 5.-I sir 1,0" 6,10 1/2" , e 1 10-11 3/4" 10.-11 3/4" I .1,2 UV' 1r-2 1/2" e I e e e T f i t ,2-- It 6 ...--- 1 I. 10;0 4r HIGH RAILING(AS PER SECT 1053,2 12,1 N`1.5 JE0,11E) /Z,/,•••• 000„,e" .0 R C 4 L 4 14 /4441 44.4 1....1 ;,... b. or) CP. ty) 7-4 Cr) • 4 ev) FN, .--, 7-4 Fe) 14:3 N.- 00 r-M 5.. ee3 FN. .... ''' FLAT R_QCEI2ECIS ... U i re i er) PROVIDE DRAINS TO RUG OFF ........ CO INTO(AWE LLS TO PREVENT STORM WATER R11110fT INTO a..... WATER \ 25,11 I/2" 5,4.-r 4:-.31/2" / e • \ (-cep (41540 ABOVE/ . 1"..../ ° f't LI • [WS LR FW1460611*PLR C245,LR F141.31 S-60611 APIA-315 1 2 F4/146061/*PLR N N 11 .......................____ , ,----- ---,,,,,,,,,,,,,,,,,I. •..„,,,,, ,.,,, , ,,,,,. .,,,,,,,,,,,,,..,, ....-,...--.. ... \ PLT.NT, •• /45(71-1 .711_ DE. HEA ' ..; 0PLT . -1-3/4X 1/2 ML ND' 4,0"PLT.M. it • 4," NT 5 'L\ .. .. ..., iii. POST(TYP) a. 0. '•,. • • Y t. . ..- . , 4i ia.". in TIO , • • e •-• -......74 ................., -7 ...... .IiI.,-•. 0 ... -" --- . r„G„,„, ...... t. ,...-- .., ..., .... -- o • b.. z< I-7, Ff -....„ . • £ ...J „, .,..• Ii .„, . - --'".. •,,,,,..• L-. ,.. ... Nai 16)-2" .. "1 ..........................-, Cr 1 3 0 ----- .......-1-...... 0 , , (4-C7W13 ABOVE) ........................ I .....J : WY_DUTY I `.. 01.17 , 7 I N Y. Y f--•-•-•-•-a-..-•., .*......................... 11.1.. ' kAN5ERS , , i $ANGERS ... I / • m ", , .. . .'. I .-.-.................., in ... , • • `.et 41. ON • Z ... • . . , , k .-., ii,'•ras'! tl - („pn Ap,,, 42.1116.11 RAILING E.9 , 11 6,0\Ai.i.E FLONR-1-4.7PLM'i/HT) I§ 4'.-9 5. se- 13 g i,,!, f, STORAGE ONLY _, • • 1".-. OH ° ...... aTUODPAL 12 J: 4' E 9 42•141014RAIIINS • ::: . ,';., .g. . l'0" ,..,..- • :.•,It . , t-,,4 ,' .., ...............--- STORAGE ONLY ..... ..,.. I,.. .. ? - ;LY tj FLAT ROOF DECK a.. I•11 . (PROVIDE DRAINS1 .." T ../''. ,.....„. /.• `.,. • 1.!./. •. ,/ ".,, ., •IDOORS TO (4-CX1V13 ABOVE) • , ". , • LI LIG-ITS 1 . ,/ et vEKT-Ea-\'t't 4.-a. 11...21411 *--- -J I 1 5 .. . 3-1-3/451.ML AL SEA . : •, N , . AT, ..,.. 1:. ., ." . .. 4.. .. .' . I r-1 1/2" i 10' ' .- ... +". .."/ 1D-a.PIT.NT, 2 . .' 3.• C 14,47141611 1400"NIGH , MECHANCAL ROOM , ts DORMER DORMER , , ,7 --1 I. -s r-- -1-.......r- .; ';'' -I /- L 1)All EXTERIOR WALLS TO NE CONSTRUCTED WITH 2X6 0132 STUDS AT 16'0E. CXW14 L CXW14 L CXW14 L I- ,Pamta7E-:AtTE ,_ CXWI4 R in 2(UNLESS OTHERWISE NOTED ALL EXTERIOR MAX INTERIOR BEARING WALL rt HEADERS SMALL BE 3-2X10 OF•2 6 ......„..4,- O W „.....----.... ,..... 1 ", 5), UNLESS OTHERWISE NOTED ALL NON BEARING WALLS 5/1A11.HAVE MIN 2-206 4,0"PIT HT \ : "' 4,0"PLT NT r, I 5F02 HEADERS I A NO I I I I NO I.„1 NI 1-----0-0----41 I-4-1 ii----.----.--=rk- t ,., • • • . 0 .0.OPENINGS 3,0"WEON SMALLER.SHALL BE SUPPORTED 4.271.1 ONE JACK ........'.41 CW14-3 LOS CW14 5 C5414-3 ISA STUD MD ONE KING STUD OPENINGS LARGER THAN 3,0"SHALL NAVE 2 JACK ../-1 1105)5 FIRE WALL. MO ABOVE) S DOUR FIRE CEILING ' , STUDS.MIC RD L Arl HEADERS SMALL HAVE 3 JACK STUDS . I ,' PER UI DES U303 IPER UL DES 1501 . 1/2"DUROCK BRAND CEMENT BOARD f vs-FIRECODE SHEETROCk ' 5)Al STRUCTURAL COLUMNS TO CONTINUE DOWN TO rou NEWTON(MIMED I IS/S?PLYWOOD I I"NOMINAL WOOD SUB$FINISHED FLOOR BY LARRY TUTHILL.P11 MD BE STRUCTURALLY SUPPORTED.VERIFY 254 STUDS RINSE 2010 JOISTS 3116.01 LOCATIONS IS FIELD (f) -0 V THERMAFT3ER 5,113 JOINTS FINISHES 0 \.JOINTS TAPED AND TREATED 6).PROVIDE EMERGENCY SPRINkLERS AS PER SECT,903 3.10r N.Y.S.CON5T.CODE 4:144) ‘444 -f- ...... 1_, sir Rum-.6515011 PANELS KIPP.smE) ...; RATED DRYWALL CEILING TO NAVE 2 PIT!sir FOSE-RA VXr WM-ALYL5S/Sr.4ATYPCLL HA- 2IR:Eop,RiTR9EL,D:FiAEACL CC 0 75.ALLE INTERIORA,HSIDEWILLSN5mESHILL EXTERIORAI.LURGE 1 C HiPROVIDEPROvIDE SHONE AND Ca DETECTORS PER CODE DETECTORS TO BE NUNS-WIRED "••• C NeITN BATTERY BACK UP. 0 a) •I ALL DOORWAY THRESHOLDS SHALL BE ADA COMPLIANT. REX Z !a) S.. 10)ALL EMT OPENINGS SHALL GIVE EMERGENCY EXITS AND LIGHTING SATIN CD t 4.5 BATTERY SACH UP.APPLY PANIC AND EXIT HARDWARE PER SECT 100331"I OF N YS GMT.COOL EMT DOORS TO COMPLY WITH SECT,1005. (61) „ 6,71/ 1-AT e- •.,"1 2" , 4-RE 1 4-?-4-? I 2" 31, i IT-I 1/2" 5.-r S" 5,7- 1T-1 1/2" 3,3 1/ .4, 7-Al/AT E-0" .4. t-13/4 SI-I I/2 e L. VSS-6" 2ND. FLOOR PLAN -. -. •com ...., 0.711.1. SCALE: 1/811= 11-01 - 17„. ..:•., i '‘`';',,,'';,-,i4tr•,,7`s'.: ."•.,'N'1\ -E, f:,\ DRAWN: MH/MS 10 It 0. ' 1. filri . el`:-*,..„`'-tAct- f'I ‘ SCALE: ;-:;.:, .I 1441: JOB*: A,,,,---.,..*. 4 December 14,2006 ,-..4.-:;-'10..---- 114.4' V. - SHEET NUMBER: , .,tr,. v=t;of \\%\ AEI 5 • REVISIONS BLDG.DEPT. 7/27/06 REV.SET 7/27/06 44P1/4411) 111•430. DatiliP•AP ®® i®16, z' 0 5- H N .71H Ur. Ln N ascl rn yrs ...2. rn I../ 171 c 0. Z in CLI c; d W 2ND.FLOOR DECK 6 U r. enJ Z 12 I2k1G DE42 R11016"0r i W .�zkln»F•a )1) 7A ,' a !16^ac/ ,J�—, Q 4-,221 /s 'Jt� i'XI tlF,a ., IV/ V RR 2IG.00•''" _ . b 10.6 a b.6 x 10.6 8A. ` es 1} }}. 44 .�2X1Pnm RR wSc•nr,� = 17 f} R} _, 0.5 VI 1 LC ® m N " • dti ,• 8� "• t )y�""� I �. , 1 2X PLATE T084 BOLTED 2X PLATE TO ISE SOTTO I `�7E4 1 B1b I .�$ 1 _-_ OVER EACH IIA1TCR w/ OVER EAU,.RAFTER w/ x- 1ti CHIMNEY /`yI 2-2%12 DFa2 HEADER -i ER6T6,1/4"X6'" RLOCK CRST6,1/4-X6'"TIIHBERLOF.k 1-2--2X12 0*]Hr rP 1 SCREWS,1 PER bAtTER INP.) • SCREWS,2 PER RARER RYP) 11 Z / /~ 61 I= o =1 1a / / 7 a, 1“ 1o[7 Ia 10.5) / /, k1 1h ,ff Li- 1 •J •'10.5r,27 I11ba^ a51 (; /0/y V /" xl 1x a! tt5 l2kiff xh 7 1 17 i.d.. �' A RR 116"OL•� TI Im �I I i-3/4X11-0/s ML RIDGE 2-1-3/4X14 ML RIDGE 2-1-3/4xt4 MI.RIDGE 1 I I 1 I I o.5� 0.67 I I I I13 lks ¢1 la al Ia fl 1W WI 1� i z r s r s axl0 nrWOG,' n ' i' i 1 I I 1! ¢i I MR 11G OC �r �I I 2ND.FLOOR DECK — J4 � Jn r I ,} 0.6� '`yam ,, J"71 n� • 2-2X12 OFw24EADER 2-2X]2 DT�2 NEARER 2-1%t2�'�2 NEAD[R �. 2-2X12 DF42 HEADER II - ,4 ..., „, "..,,,','„ .., 1. le „, * ii; e.. .. .,, .., ry C _ 'fi v' Fl- 15 Y 2X PLATE TO gE EJLTEtl 2k PLATE iP BE BOLTED ' 1 1 I 1 1142 1 OVER EACH RA CR w/ OVER MN RAFTER*/ I i 1 a: CRST6,1/4-4,":17116ERt OCK e ERSTE,1/4"X6'"TIMBERLOCk SCREWS,2 PER RAFTER ITYP.) '� SCREWS,2 PER RAFTER P_) 11", 7X10 i• i= I)X1/1 I��I{{JJ_-- I� 10.5 HR lt6t � 10,5 ii , RR SIG 10.6, Rot lti;�G� 10. We,,OC I).INSTALL 251 DF42 COLLAR TIES AT IT OC. 'I; I; 17 ,; ". •'1; _ " �1; Z i APPLY Sir THICK FIR COX SHEATHING OVER ROOF FRAME " '5_2X12042 HEADrRj -�-- —_11 �•— --�I /2%f20F>t RR 116"OC -1--- —_�� 3i APPLY META.DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES MD C DIRECTLY TO THE DECK ALONG EAVES 0.6 }}�� 4)USE 3O4FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS WI V 1 1 1 1 r I 1 4.12 OR LEGS ROOF PITCH USE ICE£WATER BARRIER UNDERLAY HENT GI.ICE£WATER BARRIER TO BE USED IN ALL VALISES AND INTERSECTIONS L. 1. Ell III. ,_DL :III -C7 ID. El 'gj- M WITH ROOF MO SIDE WALLS(TYPICAL) 2X PLATE 25 MATE 4).DO NOT INSTALL UNDERLAYMCST ON WET/DAMP PLYWOOD.( SHEATHING MUST BE DRY AND CLEAT PRIORLEFT INSTALLING ELEMENTS AT E ' WORN DAY_COV IS NOT TO A LEFT EXPOSED TO IL ALL ROOFING AT ERODE THE WORK DAY_COVER WITH HEAVY-DUTY TMP UNTIL ALL ROOFING IS 1 t iB COMPLETE 0.. 7)INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS Z T..t, .r, C®" USE GALVANIZED RING COATED)ROOFING NAILS,I1-12 GAUGE WITH AT LEAST D Ps 3/e•DLA HEADS.LONG ENOUGH TO PENETRATE THROUGH PLYWOOD USE b lin -D 10.9 \ NAILS PER SHINGLE NAILS E TO BE FLUSH WrTN SHINGLES OUT Not CUTTING a - 1 / /2010 nrn RR 016.1Y/ INTO SHINGLE SURFACE M0 l-- F. 11 CC O ROOF PLAN E CD SCALE: 1/8"= 1'-O' (11,) ` L W CS a) L V i •••N.IN IX moi,1 '8. 'b ,,,,, . Y , ....1.,` t:11. DRAWN: MH/MS �a R tie '' ,1 r- SCALE: 1/$""=1'-0" X.ia f. ,' 1 JOB#: k,,.;P r;�2;0. 0 Aj9F December 14,2006 ,./ j:,.-,./ --._./ a t.,7` 4 /oil— 'NI- �� SHEET NUMBER: -.),,,..),,x; q,��]!P`fit..,,,„,1,;.).r..,,,,,,,,,,�-4",/-• 'e-,:''''.`t4 t7b' 10".1.:,z, ` REVISIONS BLDG.DEPT. 7/27/06 REV.SET 7/27/06 MEM 4 l/P tli 4 I SPE a'INl ame. .110 i.•. RIR NI ,210 0 AWL lb 0.5 0i -' 2/22 D822 CJ 816'OC -" 2._0. C ■■1. •uU •■• ...INN o uu MEM M■■ MEM N MEM ENE 111111._ _MEW " 4 11111111111111ROOFINS TO BE ASPHALT SHINGLES t\ OVER 30 FELT UNOERCAVMENT w/PI ., p•.p- 5/d-CDX UNDERLAYMENT m m ON ! I ROME VENT RIDGE VENT 'I`+ ;11e.... Icy 2-1-3/4%14 ML RIDGE O - 2-l-3/4X14 ML RIDGE C ^"I ~ � v � z . ° o 11 , .,, 3X10 OFAZ 2X10 0722 , U e^•i =, RR 0116'0[ '• CV RR01016'0[ni .,, i4_ 3-1-3/1X11-7/63- 3/fX EADERnIGRLAMHEADERMILIH NETHER �j OM� ExTER1DR SfiWe TO BE („ Y !� a/ S ON CEDAR NRR6LE5 �_ /302 TELT U1/DERLAYMENT �f�f � • '.` i `�•\' ` Q' N� OVCR 5/£CDk SNEATNJNG �' I� I .� 2X10 D7+2 CJ 0161X 2X10 DF•2{J 01T• . .,.Q- 1-3/4 1-7/d 2X19 OF•2 CJ 0116"OG 1,"i � 2X100722 C3B16.0C • -3/4 11-7 2x19,�22U!WOE •�� : .., nL RIDGE • •-,,,- 1 ML DIODE/d • t-3/�Xiir 7/ES ML RIME /•• 'e\yC�' 1 ML ROME d ':,� -`' '~i, yfi \ y'0 v - 11411 II!I LI Illfil •.••••• -:C1E1 3/1'SUDFL00R _�I�1) M. 1 2x ACO TAPERED SLEEPERS(1/1"PITO AWAY FROM BLDG-—)x. 2x8 01+2 CJ 011(.4.0G - , - 20'T31550 W000-I F31SEE FLOOR PLAN FOR SPACING) 1i-7/S'711550 W000-I 0116"0C i MEM. Il - - i . .. I' . .. ., .1.11 � � � IN _::� 1..1. 1 , , INSTALL SPRINKLERS ANO II Q FIRE-RATED SNEETROCN �� ' i .. AS PER CODE Q Ell .1.... . . 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IFJII=NEe111=11IEBIIISI115111211L=I 2111=111=III-III-111-III-TIL-In-IN-111811=III-111=111-111=111=m=111=m�11=IrifI-III-III-111=111=I1r-111=111=111--Ti=111=111 -IIIIatIFm-m=nl3ifi�m�111=II�III�IIFIII=n 1=IIEnlll=m=11 -III-111-Ill��lll�tllxl�m=m=III�Ti=IIIaN1�i11=111�I11FEllrallralllallla 1211ta111=IIIa1112111E111a11E1112m�11111=111� IIEm2111_12111=111�111� meNlElt=llt�lll>=111�n-I_- SECTION A-A SCALE: 1/8”= 1'-0" SHINGLE CAP c 2X BLOCKING L- ♦, SHEATHING COR-A-VENT V-600 0.440. lir, ♦'ti. -I-- >- (1/2PC RIDGE VENT *`4 ♦`7e COR-A-VENT V-600 Z 44",� ♦�� PREPARATION:INSTALLER TO BE SURE THAT THE WALLS ARE SMOOTH,WITHOUT 10 �♦/ v��a (1/2PC)RIDGE VENT SIDING PROTUBERANCES.NAIL ENDS OR POINTS SHOULD BE REMOVED OR POUNDED FLUSH. W +- -- A �‘ MAXIMUM WEATHER EXPOSURE UNDERLAYMENT:USE 30#FELT UNDERLAYMENT.FELT SHOULD BE APPLIED Cr LO -Oz ♦♦� CERTIGRADE#1 CEDAR SHINGLES STARTING AT THE BASE OF THE WALL,WITH A 2"HORIZONTAL OVERLAP WITH Cr >` 0- ,� `'''4' EACH SUCCEEDING COURSE,ANDA 6"OVERLAP VERTICALLY WHEN STARTING A SHEATHING /y�G �i �' SHINGLE SINGLE DOUBLE NEW ROLL.WRAP FELT UNDERLAYMENT 4"EACH WAY AROUND BOTH INSIDE AND Z CU a N `�► ♦ ♦ ' ETAL EDGE 1 ♦. ♦. TYPE COURSE COURSE OUTSIDE CORNERS. - ✓}`' ♦♦�► .y ♦�►♦. ♦ ,G " SIDING: ^' ♦� • ♦*z 18"PERFECTIONS 8 14" INSTALL CERTIGRADE#1 CEDAR SHINGLES ON SIDEWALLS.SHINGLES SHALL BE W •• Ali, ..f‘P ♦r -5. . _- 24"SHINGLES 101/2" 16" DOUBLED OR TRIPLED AT FOUNDATION LINES.SHINGLES TO BE SPACED APART r�` FELT PAPER `.+.N♦♦♦Nit. c..1-"-N � SHINGLES 18"R&R,SANDED 7" 12" FROM HE/JOI4. NS IN ADJACENT COURSES.TS IN ANY ONE COURSE SR FERHALL BTO WEATHER EXPOSUREE OFFSET NOT LESS A CHART 1-1/2"N V • '`.. ♦.\ 24"R&R,SANDED 10 112" 16" FOR MAXIMUM ALLOWABLE SHINGLE EXPOSURE. 41.-• ♦i FLASHING:FLASHING ASSOCIATED WITH DOORS,WINDOWS,AND PENETRATION •�� RAFTER ♦� DETAILS SHOULD BE IN ACCORDANCE WITH GOOD BUILDING PRACTICE.ALL DOORS RAFTER TO HAVE LEAD OR LEAD COATED COPPER PANS UNDER. E aA�3 "tea WIDE RIDGE BEAM ,14447:0".'17.6,4'77'.,, il% DRAWN: MH/MS tg ir` /�::: �8 SCALE: 1/8"=1'-0.. . JOB#: ( .� ''" iDecember 14,2006 �r .5.�°,�`'' K,Tfi SHEET NUMBER: ..:�rizF'k � REVISIONS BLDG.DEPT. 7/27/06 {SPIRT REV.SET 7/27/06 lf• 10. PpeNti ®!• +VO ry M1 2YD OF e2 CI f 1G"OC kr/41/1 ••N MEI; I ■�I OH 1111.1111 ■•111.111111Imo.■, ■■■ RU NES_ ISE. OMR ®` '„ � tNM ��® ®� RT06E VONT RIDGE VENT 2-1-3/4%14 ML RIDGE • 2-1-3/4214 ML R]DGE 2x�f0FeRR eXO IVa ''ly ' I f 140, -! H a• 9-'1-3/1x11-T/f `, O / , J I J { l.4. i1 i' ROOF➢YG TO BE ASPHALT BNIN6L6 .31 I ? 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I I h I I I 1/2"APP RATED SHEATHING 1 r ' / A1 PLYVe00D 7-0' i ''S: i - } ' ® I Ir I l (ALTERNATMVE:%/I6"O.S.B.) I / Mill MEIN — 0 H } / I IJ ( } 111 t1 x U STA>N<ESS STEEL if ( '1 TX ,I_- -- ( r �--- �� _ I i 1 DR GALVANIZED • WOOD$cREws w, t. HASHERS O 12"D.C. , I I 1 1( 4 " 'I WINDDW57LL 1 I I I TYPICAL WINDOW OPENING I'. _ ? I I J (LESS THAN 11 \ 11, 11I � , \ II _/11 - g witallmena11E11 in, I 1®1 IEIIEIE EIIEIIEI IIERENP IEREIIERE IENE111.111= TYPICAL DOOR OPENING "FOUNDATION @@ 1 —�����Iq q (GRADE ELEV.r.1) E LEI E I-I 3. =JIEAdl1_II.alga ,1! =I` 1111�' (I FSS THAN 4'-0X8'-0"OPENING) . 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LEDGER I '/ STORM WATER MANAGEMENT DETAILS ( I ( I I } 1 (I "ROOT 3If T6G SUBf'11A7R 1L16T ANGE0. + .. .. .. . a N.T.S. 2xa orx2 ( '1 ( ( '� { 'r ( i N- STU�-~ / 114'AC GRAVE 1T NIDE LEAD COATED ii,.i, t - • 'ai COPPER FULSHING + FLOOR YBSE ACQ SLEEPER — .•_:.. ”'\ C3 T APLHNED AT 1-0 4`DECKING ' I ROPED �'. C x".., ' I ( I I ' I y OR T�'y D D y T D 1 w• Pr. • _ WLL �1 DRY WELLS TO BE 10'MIN. :� z,'--"ACS ,3'y " i ftl 4 �_- I ' 1175TABRFSS STEEL ` /� } MINE // / AWAY FROM BUllDING ' pt /Ifs q; wDoosCRewswl �i III RLI M 1� II �i ' ' EPDNMEInaasnE (541111111111. ry( • A ). WOODSC SCREWS O.C.TSXTPIf PLYWOOD ASSEMBLIES RF D +III ' ' /All. � j -.1......\\0-,`\' �m V 7 3 x-2%4 DFxx STUDS CONNECTED 47:77,; -:o• z TOGA-fHEP.ZEDWITH BOLTS W/ .�1OR GKVINIIED BOLTS W/WYSHERSN.T.S. RODR 101Si r$y �'! :• ANOMIE rAr CLC. NOTES AN {�, ?� :. O 4— GENERAL, Mal DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A 4? .,ser. Y c 0 L TYPICAL MULTIPLE OPENINGS Rud shah aNaySprovide positive drainage.Rud decks to slope res emblem edge,wh.eegAte W uN capful he un dF. SIGNIFICANT RISK FOR BASEMENT SEEPAGE ORF FLOODING,CAUSE SVRFlG AL �* Gotten are to connect by leaders Mich me to tun pm Imo 1..� CrMewls tPMcxgruAW.Drywalls Me t°be 10'41'(min.)away tram ?..'�'-".' .... 4 L LL C CP- (MORE THAN 4'-0X8'-0"OPENING) as bulldogs. FLOODING GROUNDWATER,FOR BAT6e,OR INTSEEPAGE EO WITH TNN,CAUSES RP SUBSURFACE [� SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. '"':J ng;,s",.:^- N'1/,P� 1),Irumq 3/4'TNG an/Moor ewer floor joists.Mywoed to be screwed AXa joist,wah Y long dakness steel sawn.Mhere DRY WELLS MUST BE LOCATED AND CONFlGUPED MERE THEIR CONSTRUCTION f o 12) plywood m)° vial PL=O]v approved equal. 1TyF NEW= WILL NOTCOMPACT DYE SOILS BELOW THE DPY WELL PNN1n,A DRY WiaL SHOULD BE PROTELTT3)BY EASEMENT,DEED RESTRICTION,OROIHANCE CO OTHER A ' `' 1 t:- V 2).Apply 1/4•thick AC ling-barb r grade plywood Wer ubflow.Surface to be smooth and dean.Smooth and any rough areas. POST LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADTFRSE ALTERATION,AND REMOVLL. �+ - �.'i�'NJ ";,1 �. Fasten wtlt i-U4'ring-barb cols nails.Reals Cle to be flush Space nalkffi6"OC along sheet edge and 12"OCin field. e. 7-L.'A"S I,.2 s,.4-•3''A^,i;Y'' 44'/ THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH !�O N. er`A.T+s'vm.+N}e`"A rsl / Cl N L All Fasteners to be Rosh wet*wool. WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UN.TORAILY In +p itr-,els,/'s`%+1 [1ri/1 �f WINDD-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL u4 DEEa� DISTRIBUTERAOff INFILTRATION OVER SUBGP,A ESONS (11 . y<c, a,,r: 3y Use as per me ethMerer T=ern me Sem ns.PO NO DISTAL a ower AC RAIIIR FLOW N T A dean F. Mc bee. Adhere d per vRnulamxeR reCm terminations by NOT ASTALL IIn TEMend to R3,edge THAN tO"F. ,r_err alp CONSTRUCTION. CD Anaconda to transition W ipewaU termkatloh6 byat load 9 to 12 Inches all hang ever edges by 3 to 6 inches. FOR DRY WE11-C PROTECTION OF TME SUBGRADE SOILS FROM[OMPALTIDN BY AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) Sheet,Ano,lda ninbyBmthesandnandbesealed.T[»teknding., must bekeptd�eadhe_a Renee Lime 1% IEM. TAPE m manufacturers instructors ENO QOSURE R CONSIRucT1ON EQUI@RNT AND CONTAMINATION AND CLOGGING ARE URAL. DO NOT Hi membrane t°a the irutdt comes.�pM"s to fed bade on WI in triangular flap,aoltee Coaxal in pine �' SSR PRIM TO ITS FCONPREVENT THE CONSTRUCTION TO BE USED FOR THE DRY WELL SHOULD BE WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS 7/16" LE.ADCOATED D]PPER ♦�- CORDONED orf TO PREVENT CONTRUCTION EN/WENT AND STOCKPILED MATERIALS _ against Wal. pEPIMEIER DRID EDGE I♦'I, PROM PRECAUCOMPATIONS I'ING THE TAKEN T PREVENT BOT SURGRA CONSTRLCTION, v AND MAXIMUM PANEL SPANOFBFEETSHALLBEPERMITTEDFOROPENINGPROTECTIONINONE-ANDTWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO o"ccdemmterarerol>errtm6ta°aenuNebYerpwertltaepmer,TrenntlaYers,°plewetapby3mm�°nrwresraeana r y[ , PgEcxmDrvsy{otnnBETu�IrorREVENrBOTNwBGRwESOIL tayaACTTon 6 hrtlxs m the ether side mc°men.Refect Ute second layer the opposite way.Adhere all seal where needed. , I I I BLOOONG `� MID SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL Round off all comer,m patches to must snags and uplift. 1 LIGHTEST PRACTICAL ExCAVATION EQUIPMENT ALL EXCAVATION EQUIPMENT SHOULD _— BELL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. GTI - t� I t BE PLACED OUTSIDE THE AECLIMS of THE Dar ATIO II — ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT I5 TO COVER. Al dedNng N to be�a wee C0°°er' Where e r necessary to protect thn eI colo m e ager .n Ad OECr d purcWN TO HELP DRY WELL EVE CONSTRUCTION SHOULD BE CONTAMINATION OONTIL D CLOGGING BY LSEDIMEN, .■� 1...a narrow etmmed aft MOW/Ina above decking along budding wall(A)riesling to be/2'(min)wde eking Wes and HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Cobb,instated over membrane(*hasty is to go further w the wan than the flashing). I X SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY Installp.AneUer MR-edge over EPDM along all runoff areas Dm-edge Is to be bolt away from building into the gutter.AE FASCIA FLOOR OR PERMANENTLY DRATI TO THE DRY WELL ARE STABILIZED.THIS QGEE ni TITTER-STANDARD 6" seams are to be soldered. 101ST DELAYED CONSTRUCTION EMPHASIS TIE NEED,AS DESCRIBED ABOVE,TO CORDON S}2x6 ACQ deepens are t°be placed net-membrane.DO NC/FASTEN.Semen are to be lame laid'at 16"OC Sleepers are to RIM BOARD OFF THE DRY WELL AREAS)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT NOTES lobe Brbe ed to 1/F'for evey building 9 run.MMMO rubber strips(M21k say Lod pads'I upa.bat=edge d sleepers.SM.... (BAND 10ISTI AND F MATERIAL WE/C AS A DURING ENTOTHER SIN sCSTPD RLY DISCOURAGEDCTION CGWY/ITSIMILARLY, 1}A)DO NOT BEGIN INSTALLATION UNTIL SUIESTRATES HAVE BEEN PROPERLY PREPARED UNEOFTE p,EXCALATIONFORTHE EINNS BASIN YBE UNAVOIDABLE,EXCAVATION THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. 6).Pr%dled deck g Is to be installed over sleepers with stainless steel sores.Use 2(trio.)per plank along each slap.. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE 2).A).CLEAN°SURFACE THOROUGHLY PRIOR TO INSTALLATION. DRAWN: MH/MS DEGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY By PPEPARE SURFACES USING METrEDS RECOMMENDED BY THE MANUFACTURE FOR AFTER CONSTRUCTION WITHIN THE DRY NEWS DRAINAGE ARE IS COMPLETED AND ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE LINER THE PROTEST CONDITIONS SCALE: 1/8"=1'-0" DRAINAGE AREA STABILIZED, C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMBJVI IF DRY WELL CONSTRUCTION CANNOT BE DELAYED(ATL ITS DRAINAGE AREA IS METALS WITH PROTECTIVE SAnONG PAINT. STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE T INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND 3.IFOTALATION: JOB#• SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWRNGS. BE REMOSED UNTIL ALL CONSTRUCTION WT HIN THE DRY WELL'S DRAINAGE AREA 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO2'FOR EVERY 43'Of RUN. IS COMMAND THE DRAINAGE AREA STABILIZED 2).SHEET METAL LOIN LENGTHS WITH WATERTIGHT MINTS. December 14,2006 STONE PLL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE a}COPPED:FLASH ANO SOLDER GUTTERS TO DOWNSPOUTS AND SHEET NUMBER: COMPACTORS.A NUMMI LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED PRETREATMENT: B).ALIAMINUM.RIVET ANDQULR WITH A BUTYL SEALANT SUP]DINT ORS, AS WITH AL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THECDN CONNECT DOWN 31 DOWNSPOUTS T.STdRM SEWER SYSTEM AS INDICATED.SEAL RUNOFF POLLUTION, LIFE I ON,A DRY WELL WHILE GENERALLY NOT A RCE OF SIGNIFICANT SOURCE OF CONNECTION WATERTIGHT. RUNOFF POLUIT A ROOFS CAN NEVERMFr FGS BE THE SOURCE OF PARTICULATES ANO OP.GAMC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. 4).PROTECTION: THCFEFORE,ROOF GUTTER GIANTS AND/OR SUMPS OR TRAPS(EQUIPPED WITH A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROTECT. CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER B).TOUCH-UP,REPAIR OR REPLICA DAMAGED PRODUCTS BEE-ORE SUBSTANTIAL PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES COMPLETION EMI THAT CAN ENTER THE CRY WELL. ,.sdl REVISIONS 7,1, , BLDG.DEPT. 7/27/06 j INCOMBUSTIBLE � FLUE LINER ` BOARD REV.SET 7/27/06 SEALANT +yl ' AND SEALANT i \.■I\' , II 11 / BACKER ROD ♦ CHIMNEY SPACE if -4111-0 CONCRETE CAP \/��\// COMPRESSIBLE FILLER \� �� ANCHOR pp CONCRETE --,....-000�� '" i I CROWN ' \" y\ \ QI I I� I I II ,I • 7'-''',".''''",...24CRETE `+��:. ��'\� g/yrEFLASHING �1 :a• IT \\ II a+,_ 1 / \\_` „s��' 0" I RJISFBNG 1 { �1,_ I lIE I I CRICKET ` '` \`��1'��� I FLUE 'F � ; 1A \ ��` •OOf FELT �� "` LINER • VENT I n •ix,• 1141 iil `.` c % AIRSPACE 1, I : a \r ' II" hh r— . �! % SHINGLES '' \ - BRICK / 1 4'MIN. \.; II �. �' I I „ r WIPIONNIFII "► r SH 1 .I;/ +r � TV% 1 ' �_ A � . METAL A�` tiNtW000 SHEATHING % iii ' OR LATH \\ I I 11 \\- .. //'' IWi AMC Ii, '/ f�I i Kee V' iii \ ` SUPPORT / .\ ..�F (� ��I ;// h:,\, \ RRE FILL e ` l S �/ i ' � , \ 2"NONMETALLIC 44;115?'��.kR �!'' I\ INCOMBUSTIBLE FILL ®®.� ��• %/�� 4���j DETAIL AT CHIMNEY ��' eh I) %'r •��i'��% c �� FIRECLAY /' MAN,-EL �,��•,�� ;�•.• FLUE LINER INSTALLATION OF WOOD FRAMING BRICK CHIMNEY CONCEALED BRICK CHIMNEY EXPOSED 4��\ 0��� ������ MEMBERS AT CHIMNEY BEHIND STUD WALL SECOND �//I \���!�/�� c •`\\`\rte. /SMOKE CHAMBER / CLAY \\\����� \\"/ ASONRY NONCOMBUSTIBLE FIREEUE LINER \\\\SKr;`, �� I ``�\ ow OTT O tDOLIBLE LINTEL �T/I/ ./ L i DAMPER FIREBRICK OF JOIST HEADER kX,.. <=, /I 1 41 ' `i` 4" `` REBRTCIC \\'• IIMMENA110111.11 +Q•+ rl+ , INCLINED BACK WALL I I�j♦ = �■It. l �l • ♦ 7 U n, .� o �f�,� - SMOKE SHELF , - .,� ` \\ Cly\\\\\\\F�\\�\\ \ �' �; m m STRUCTURAL % j SP101� .�` ', E7lRTlilll'..``LY \\\�. \ ,�E I 2• ,\\ \N m ,-'+ • r/ \ "• i` LINTEL L.4 ~ (� •) \L•\SUPPORT FOR CHAMBER 0i %II i /►� . \' \ y.i raFIRE CLAY / .��/�\+�\/ice✓ \�/ lt/MAtt� ` \ 2" . a\4 lir. PARTY �+ wRUE LINER ` ST,HE 8"MIN. j//�`+`/, \\/ FIRE BRICKN X NI. (MI) WALL ,� [,1 d��� . \ / i+ CMITILEVER \\�� Ir\�SHELF VERTICAL BACK WALL ���/�,�\\`�=f!�\\ O� ��"` ` l ci r, 00DAMPER %i'``1.. ii/\\/_ / ( NONCOMBUSTIBLE \ V .+.0INCLINED AIR DIFFUSER \""�, 41r i�� ASH BUMP ', FIRESTOPPING TO 1" 0 CO FIRST FLOOR / BACK WALL \Ii�`�A//\ is z 1'-0" /!�/ / // '.I HEADER � BELOW BOTTOM OF.70IST VYEY II , � '� U M THROAT ,� FIREPLACE \;� _ 4 HEARTH SUPPORT RECOMMENDED FOR CHIMNEYS BUILT RO PAN II.�.I-��I.I.�I (� AND OUTER) HEARTH� +/ ASH DUMP (INNERAIR INTAKE R,RUBBLE,ASHLAR,AND ANY POROUS STEEL JOIST S I ttL JOIST DOUBLE to c1 o .0 ,II1 4".f MATERIAL HANGER HANGER TRIMMER / HEARTH �,'� 5.1 �j/� �� •4'1, ./ ��� "PIT STEPPED-PAN THROUGH WALL FLASHING FLOOR FRAMING AT FIREPLACE FIREPLACES BACK TO BACK IN PARTY REINFORCED J9 j OUTSIDE �. `,,, ���% `�` i INT �, ,,,,N,.„.. \� ♦ /���� �� \+—CLEANOUT DOOR 1'EXTERIOR ,,:,:.-: 'r '. �/ IF FIREPLACE OPENING IS I8" THAN 6 S.F., 2"INTERIOR SLAB /r�—AIR /�C\\\ * ����� PROVIDE A 16^HEARTH WI e•EXTENSION OF WHERE TRIM PROJECTS \ � � ' �� NON COMBUSTIBLE MATERIAL ON EACH SIDE MORE THAN I 1/2"FROM FACING / A\ 4 -a ,�//��%/y BASE FOUNDATION \ \`.��/�/// IF FIREPLACE OPENING IS 6 S.F.OR MORE, BASEMENT \\\�\�'��/�!� ` PRovl�nxB•eIEaRTn IN/12.EXTENSION f \\\\/ ! OF NON-COMBUSTIBLE MATERIAL ON EA SIDE P /� ASHPIT \\ `: \\/// FOOTING \\\ A 6•Mn.DIMENSION of NON WHERE TRIM PROJECTS 1, 1 I 1 ,N.: / ` \ MATERIAL Li REQUIRED ABOVE THE EIRE BOX ` UP TO 1 1/2"FROM FACING 011k DL�EADANOUT ` 1 ` �� \\\�\\\ IF COMBUSTIBLE MANTLE WI 1-1/2•PROJECTION \ ` �-/, / + OR MORE IS USED,THEN A 12•MIN.OIE NSION I. 4 `► OF ABOVE THE FIRE BOX MATRER[AL IS REQUIRFA \ �` , , , i.! I TYPICAL FIREPLACE FRAMING DETAIL \\\��\\\ ti 1 ABOVE NON-COMBUSTIBLE ��► 1�`�� ����I �. 4. 1 ` \\ FIREPLACE \�,:;`\\l4` i �: c+ 111 \`/ IL FACING �/ \\\\ ` U) _... .-.•._O�0� FIRECLAY �M \\� / \\\\\ �/ �/ \ 1 VO i� /�`f�/��% RUE NOMINALLINER I' i. / \N / 110 / �/ 41 11 1' Q �,// / A V \� 1" yI �I� MIN. �`♦ ,/�/ Oi � / REINFORCED AIRSPACE ray jril ///,I �`�`` \" ` g�,/ ell ' I-1 CONCRETE FOOTING- % %///,r2 �i"''` \\��% ; - \ (4yi ,.II • `��""`'� \\\\; MIN. / �� II La- TYPICAL FIREPLACE SECTION 00reA Ap ���'�� w //_k%% SMS MIN. \"�� ��` `\\\`% \ '� 1111r,�lmoi✓ \r ��1`� `�/ \ WO5: CHAMBER '""```\�% LOCATION OF !'� , FLRUEE LINER _ - �/.0 v �. ``♦`"\\/ COMBUSTIBLE -__._____ ,�� U 9L7:. Y/.T IA \ �� `/ FIREPLACE TRIM 8• _______- ��Ii J"I� NOMINAL 1" OM I Vir VAT 0 SMOKE J `+� `/ MIN Q AIRSPACE •r4+yj, q r DAMPER iI M. ay Il,�; WIMme. lb• FIREPLACE CLEARANCE FIREPLACE CLEARANCE ,w SMOKE �//,ri► ,i% PARGING MW. TO COMBUSTIBLE MATERIAL a nC SHS CHAMBER LETT. '/ i�T///%%% MANTEL 92Lp p. STEEL MV1r.I.�i. FIREPLACE HEARTH EXTENSION REQUIREMENTS OS* 9/ Or ANGLE Nt 94 NOVA: Cr - FORMED i 4` '- 0/. i//% RUMFORD STYLE CONVENTIONAL STYLE 1.� 1-1 DAMPER %'%1 BR SHOJI: 't 4'//0 FIREBOX WALLS • 31 WA 0= SHELFWIITT — // GENERAL G I: ��,I I 0, . PARGING MASONRY CHIMNEYS SHALL BE CONSTRUCTED,ANCHORED,SUPPORTED AND REINFORCED MASONRY FIREBOXES SHALL BR CONSTRUCTED OF SOLID MASONRY UNITS,HOLLOW .- �+I Y IIyyl 0, FIREBRICK ', %%D MASONRY UNITS GROUTED SOLID,STONE OR CONCRETE.WHEN LINING OF FIREBRICK h, ss Al ANGLE7E1 ' /A A AS REQUIRED BY N.Y.CONSTRUCTION CODE. I r :' .14 %r r �' CHIMNEYS SHALL BE STRUCTURALLY SOUND,DURABLE,SMOKE-TIGHT AND AT LEAST 2 INCHES IN THICKNESS IS PROVIDED,THE MINIMUM THICKNESS OF BACK AND yx Lnw U_J �. f - '�j%/ �//% SIDE WALLS SHALL EACH BE 8 INCHES OF SOLID MASONRY,INCLUDING THE LINING.THE ,c'�n 'y '-t *' B X i ■•- CAPABLE OF CONVEYING FLUE GASES TO THE EXTERIOR SAFELY. .c�'/G. d. ' ��� ///// WIDTH OF JOINTS BETWEEN FIREBRICKS SHALL NOT BE GREATER THAN 1/4 INCH.WHEN 1418 xr///2' FIREBOX %I//,/�/ NO LINING IS PROVIDED,THE TOTAL MINIMUM THICKNESS OF BACK AND SIDE WALLS SHALLgRA1881 /%r a///e, CORBELING BE 10 INCHES OF SOLID MASONRY.FIREBRICK SHALL CONFORM TO ASTM C 27 OR C 1261 rt RECTANGLE RUE LINING ■ Pik%//. MASONRY CHIMNEYS SHALL NOT BE CORBELED MORE THAN ONE-HALF OF THE CHIMNEY'S (STANDARD)�'/ �n q STANDARD .� ,/ AND SHALL BE LAID WITH MEDIUM-DUTY REHTRACTORY MORTAR CONFORMING TO yi it UMW I< FIREBRICK HEARTH / /`/,%/, WALL THICKNESS FROM THE WALL OR FOUNDATION,NCR SHALL A CHIMNEY BE CORBELED NME.' +' AREA A B T ASTM C 199. . nlr in FROM A WALL OR FOUNDATION THAT IS LESS THAN 12 INCHES IN THICKNESS UNLESS IT FIREBOX DIMENSIONS (sQ.IN.) • /y PROJECTS EQUALLY ON EACH SIDE OF THE WALL,EXCEPT THAT ON THE SECOND STORY THE FIREBOX OF A CONCRETE OR MASONRY FIREPLACE SHALL HAVE A MINIMUM DEPTH OF ze } �/ by OF A TWO-STORY DWELLING,CORBELING OF CHIMNEYS ON THE EXTERIOR Of THE , OM 51 8-1/2" 8-1/2" 3/4" 1,,, re/ rg. r �I ���A Ai- �� ENCLOSING WALLS MAYEQUAL THE WALL THICKNESS.THE PROJECTION OF A SINGLE 20 INCHES.THE THROAT SHALL NOT BE I FRS THAN 8 INCHES ABOVE THE FIREPLACE OPENING. woo .1111 9 79 8-1/2" 13" 7/8" ` -- y � THE THROAT OPENING SHALL NOT BE LESS THAN 4 INCHES IN DEPTH.THE CROSS-SECTIONAL " FIREBOX ' r II 7 I tT' COURSE SHALL NOT EXCEED ONE-HALF THE UNIT HEIGHT OR ONE-THIRD OF THE UNIT AREA OF THE PASSAGEWAY ABOVE THE RREBOX,INCLUDING THE THROAT,DAMPER AND 1",......,, i 108 8-1/2" 18 1 ■ y � / ---j -���j� BEDDEPTH.WHICHEVfRISLESS. y HEARTH ■ yB%% ATR G, EXt ON:RUMFORDBFIREPLACES SHALL BE PERMITTED,PROVIDED THATOTHE DEPTHFOF THE m •+rU.�. =— 1I5 13" T3' 7/8" C ■ INLET REINFORCEDCONCRETECHANGES IN DIMENSIONW, T• i A i .11. * -:,,. //rll/' GRILLE SAB / i: i /JOY% 92 THE CHIMNEY WALL OR CHIMNEY RUE LINING SHALL NOT CHANGE IN SIZE OR SHAPE FIREPLACE IS AT LEAST 12 INCHES AND ONE-THIRD OF THE WIDTH OF THE FIREPLACE OPENING, 114., 168 13" 17-3/4" 1" - a� ,����,���,� . 232 17-314"17-3/4"1-1/4" WITHIN 6 INCHES ABOVE OR BELOW WHERE THE CHIMNEY PASSES THROUGH FLOOR THAT THE THROAT IS AT LEAST 12 INCHES ABOVE THE LINTEL AND IS AT LEAST 1(20 THE ,o,6t .,, n `► ������� r��A���4 COMPONENTS,CEILING COMPONENTS OR ROOF COMPONENTS. CROSS-SECTIONAL AREA OF THE FIREPLACE OPENING WMM 279" 20" 20" 1-3/8" SMOKE CHAMBER ,,... ..,,w z■1L.i NOMINAL 1" TERMINATION .xTs■■sm■•.nr. 338 20" 24' i-1/2' REINFORCED CONCRETE 1 AIRSPACE WITH CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A BUILDING SMOKE CHAMBER WALLS SHALL BE CONSTRUCTED OF SOLID MASONRY UNITS,HOLLOW 4worawaoromem ss■ 420 24" 24" 1-5/8" is A ./ SIDE SECTION '"•,.',,.,".'"� ��,��/�-.0.0.=,�// NONCOMBUSTIBLE WITHIN 10 FEET BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE HIGHEST POINT MASONRY UNITS GROUTED SOLID,STONE OR REINFORCED CONCRETE.CORBELING OF ." r / 0r / INSULATION WHERE THE CHIMNEY PASSES THROUGH THE ROOF. MASONRY UNITS SHALL NOT LEAVE UNIT CORES EXPOSED TO THE INSIDE OF THE SMOKE AIR PASSAGE NOMINAL L" WALL THICKNESS CHAMBER.WHEN LINING OF VIRTRIFIED CLAY AT LEAST 5/8 INCH THICK,IS PROVIDED, AIRSPACE WITH �- MASONRY CHIMNEY WALLS SHALL BE CONSTRUCTED OF SOLID MASONRY UNITS OR HOLLOW THE TOTAL MINIMUM THICKNESS OF FRONT,BACK AND SIDE WALLS SHALL BE 6 INCHESAI( 1 Z SIDE SECTION NONCOMBUSTIBLE FIRE CLAY MASONRY UNITS GROUTED SOLID WITH NOT LESS THAN 4-INCH NOMINAL THICKNESS OF SOLID MASONRY,INCLUDING THE LINING.FIREBRICK SHALL CONFORM TO ASTM C 27 INSULATION FLUE LINER LTi, . FLUE LINING 1(MATERIAL) OR C 1261 AND SHALL BE LAID WITH MEDIUM-DUTY REFRACTORY MORTAR CONFORMING FAMI161� MASONRY CHIMNEY SHALL BE LINE .CLAY RUE LININGS SHALL COMPLY WITH THE TO ASTM C 199.WHERE NO LINING IS PROVIDED,TME TOTAL MINIMUM THICKNESS OF t 00 �-- _ 1 r REQUIREMENTS OF ASTM C 315 OR EQUNAIENT. FRONT,BACK AND SIDE WALLS SHALL BE 8 INCHES OF SOLID MASONRY.WHEN INSIDE w_ w� RECTANGLE FLUE LINING a) L C,p i f r 1 INLET$TO MASONRY CHIMNEYS SHALL ENTER FROM SURFACE OF THE SMOKE THE SIDE.INLETS SHALL HAVE SHALL BE PARD SMOOTH. MBER IS FORMED BY CORBELING MASONRY,THE INSIDE SURFACE ��i'��__•����. (MODULAR) Cr Q FLUE LINER---404 r A THIMBLE OF FIRECLAY,RIGID REFRACTORY MATERIAL OR METAL THAT WILL PREVENT HEARTH AND HEARTH EXTENSION ......••••••••••••.•••••••••....,�.'—�''7 oc- - - =_ =w ra__ AREA A B T Q THE CONNECTOR FROM PULLING OUT THE INLET OR FROM EXTENDING BEYOND THE MASONRY FIREPLACE HEARTHS AND HEARTH EXTENSIONS SHALL BE CONSTRUCTED Pal •"=:. (50.IN.) WALL OF THE LINER. OF CONCRETE OR MASONRY,SUPPORTED BY NONCOMBUSTIBLE MATERIALS,AND = _ •�� w• 57 7-1(2' 11-1/2" 3/4" CHAMBtR ASH DUMP CLEANOUT REINFORCED TO CARRY THEIR OWN WEIGHT AND ALL IMPOSED LOADS.NO COMBUSTIBLE = —,��• 87 11-1/2"11-1/2" 7/8" t- CLEANOUT OPENINGS LOCATED WITHIN FOUNDATION WALLS BELOW FIREBOXES,WHEN MATERIAL SHALL REMAIN AGAINST UNDERSIDE OF HEARTHS AND HEARTH EXTENSIONS ....ii•���r•iiiri.... " ■rr��=,r■�� 120 11-1/2"15-1/2" 1" PROVIDED,SHALL BE EQUIPPED WITH FERROUS METAL OR MASONRY DOORS AND SHALL AFTER CONSTRUCTION. ��.�•••�i�ri - FRAMES CONSTRUCTED TO REMAIN TIGHTLY CLOSED EXCEPT WHEN IN USE.CLEANOUTS HEARTH EXTENSION DIMENSIONS ........,•••••••••••••••••••,.—- 162 15-1/2'15-1/2"1-1/8" SMOKECHAMBER m �rw��wr■ SHALL BE ACCESSIBLE AND LOCATED SO THAT PSH REMOVAL WILL NOT CREATE A HEARTH EXTENSIONS SHALL EXTEND AT LEAST 16 INCHES IN FRONT OF AND AT LEAST rr■■�orr,�� 208 15-1/2"19-1/2"1-1/4" �r•yrw��wr■.�. L. HAZARD TO COMBUSTIBLE MATERIALS. 8 INCHES BEYOND EACH SIDE OF THE FIREPLACE OPENING.WHERE THE FIREPLACEr , CONVENTIONAL SINGLE-FACE CHIMNEY CLEARANCES OPENING IS 6 SQUARE FEET OR LARGER,THE HEARTH EXTENSION SHALL EXTEND AT ,... ,•••••,..... ..........,•••••••••.rr■.�■.rr,w• 262 19-1/2"19-1/2"1-3/8' �orw•.rwr■.�. FIREPLACE DIMENSIONS(IN.) 320 19-1/2"23-1/2"1-1/2' V ANY PatTION OF A MASONRY t7HIMNEY LOCATED IN THE INTERIOR OF THE BUILDING LEAST 20 INCHES IN FRONT AND AT LEAST 12 INCHES BEYOND EACH SIDE OF THE FIRE- �■ FINISIOP NINEPLACE ROUGH OPENING BRICKWORK OR WITHIN THE EXTERIOR WALL OF THE BUILDING SHALL HAVE A MINIMUM AIR SPACE PLACE OPENING. A 385 23-1/2"23-22"1-5/8" Z FORMED -- `_ DAMPER ---�--- CLEARANCE TO COMBUSTIBLES OF 2 INCHES.CHIMNEYS LOCATED ENTIRELY OUTSIDE FIREPLACE CLEARANCE A,8 C D E F H I 3 ALL WOOD BEAMS,JOISTS,STUDS AND OTHER COMBUSTIBLE MATERIAL SHALL HAVE A DAMPER STEEL ANGLE THE EXTERIOR WALLS OF THE BUILDING,INCLUDING CHIMNEYS THAT PASS THROUGH RUMFORD SINGLE-FACE 24 24 16 11 14 18 32,iQ19 s THE SOFFIT CORNICE,SHALL HAVE A MINIMUM AIR CLEARANCE OF 1 INCH.THE ATR CLEARANCE OF NOT LESS THAN 2 INCHES FROM THE FRONT FACES AND SIDES OF MASONRY FIREPLACE DIMENSIONS(IN.) - FIREPLACES AND NOT LESS THAN 4 INCHES FROM THE BACK FACES OF MASONRY 26 24 16 13 14 18 34 • 11 21 STEEL ANGLE 1 I I —'� - —' SPACE SHALL NOT BE FILLED,EXCEPT TO PROVIDE FIRE BLOCKING IN ACCORDANCE WITH SECTION R1001.16 OF N.V.S.RESIDENTIAL CODE. FIREPLACES.THE ATR SPACE SHALL NOT BE FILLED,EXCEPT TO PROVIDE FIRE BLOCKING FT"15nE°FIRErIACE RcwGN 28 24 16 15 14 18 36 12 21 A I 4 I -i I I 1 I I ) I r IN ACCORDANCE WITH SECTION R1003,13 OF N.Y.S.RES.CODE OPENING BRICKWORK I 111 I II I t I I I CHIMNEY CRICKET EXCEPTION: 30 29 16 17 14 23 38 13 24 — 1 1 I 1 1 I 1 I I I I NI= "I I 1 I 1 1 I 1 I 1 1 1 1 I �I CHIMNEYS SHALL BE PROVIDED WITH CRICKETS WHEN DIMENSION PARALLEL TO THE 1).MASONRY FIREPLACES LISTED AND LABELED FOR USE IN CONTACT WITH COMBUSTIBLES ABCDEFHIJ 32 29 16 19 14 23 40 14 24 ROUND FLUE LINING �- I 1 I I I I IXIII - nii- I I I I I I I 1- __ _ RIDGELINE IS GREATER THAN 30 INCHES AND DOES NOT INTERSECT THE RIDGELINE.THE36.32 16 16 lb 28 44,14 27 -- INTERSECTION OF THE CRICKET AND THE CHIMNEY SHALL BE FLASHED AND COUNTER- IN ACCORDANCE WITH T INS AND INSTALLED T ACCORDANCEVEOMBWITH THEA MATERIAL IN 40 32 16 16 16 28 48 16 29 36 29 16.23 14 23 44 16 27 ��® �I INSTALLATION INSTRUCTIONS ARE PERMITTED TO HAVE COMBUSTIBLE MATERIAL IN !gamine DRAWN: MH/MS III 1 I 1 I 1 I I I i I �! III I I ) I I I I I I FLASHED IN THE SAME MANNER AS NORMAL ROOF-CHIMNEY INTERSECTIONS.(RICKETS CONTACT WITH THEIR EXTERIOR SURFACES. 40 37 16 16 16 33 48 16 29 40 29 16 27 14 23 48 16 29, www �I SHALL BE CONSTRUCT to IN COMPLIANCE WITH N.Y.S.RES.CODE. 2).WHEN MASONRY FIREPLACES ARE PART DF CONCRETE WALLS,COMBUSTIBLE MATERIALS 40 40 20 20 20 32 48 16 29 42 32 i6 29 16 24 50 17 32 ��rra 2'-0' SCALE: N.T.S. El_I 1 t i I 1 I I III I 1 F 1 1 I I FOOTINGS AND FOUNDATION SHALL NOT BE IN CONTACT WITH THE MASONRY OR CONCRETE WALLS LESS THAN 12 INCHES 4B 37 16 16 16 33 56 18 36 48 32 1$33 16 24 56 20 37 �®� j��■ JOB mil I 1 1_ I 1 1 1 I 1 FOUNDATIONS FOR MASONRY FIREPLACES AND THEIR CHIMNEYS SHALL BE CONSTRUCTED FROM THE INSIDE SURFACE OF THE NEAREST FIREBOX LINING. 54 37 20 37 16 29 68 26 45 108 Ar1G11�1 #: T I I I 1 I ' 1 d I 1 I 1 I I I I I 1 I 1 , 1 A OF CONCRETE OR SOLID MASONRY AT LEAST 12 INCHES THICK AND SHALL EXTEND AT LEAST48 40 20 20 20 32 56 18 36 3).EXPOSED COMBUSTIBLE TRIM AND THE EDGES OF SHEATHING MATERIALS SUCH AS WOOD 60 37 22 42 16 29 72 26 45 .=�®� 2'-0" December 14,2006 I I I I 1 I 1 I I 1 1 1 I I I I I I 6 INCHES BEYOND THE FACE OF THE FIREPLACE OR SUPPORT WALL ON ALL SIDES. SIDING,FLOORING AND DRYWALL SHALL BE PERMITTED TO ABUT THE MASONRY FIREPLACE 48 48 20 20 20 40 56 18 36 .x.s "I" � FOOTINGS SHALL BE FOUNDED ON NATURAL,UNDISTURBED EARTH OR ENGINEERED FILL SIDE WALLS AND HEARTH EXTENSION IN ACCORDANCE WITH N.Y.S.RES.CODE FIGURE R1003.12, 54 40,20 20 20 32 66 23 45 60 40 22 42 18 30 72 26 45 ^✓'.44'x' St C'T3:+.�T . p'0„ SHEET NUMBER: BELOW FROST DEPTH. PROVIDED SUCH COMBUSTIBLE TRIM OR SHEATHING ISA MINIMUM OF 12 INCHES FROM THE .•^.�E -"• + 2'-0" FLASHING INSIDE SURFACE OF THE NEAREST FIREBOX LINING. 54 48 2020 20 40 66 23 45 72 40 22 54 18 30 84 32 56 ""�r� ^', �y FRONT ELEVATION84 40 24 64 18 30 96 36 6 wr dy �,iI. 2'-0" FRONT ELEVATION ALL FLASHING FOR FIREPLACE AND CHIMNEY I570 BE LEAD OR LEAD COATED COPPER 4).EXPOSED COMBUSTIBLE MATERIALS TRIM MAY BE PLACED DIRECTLY ON THE FIREPLACE 54 54 20 20 20 46 66 21 42 �+ UNLESS OTHERWISE INSTRUCTED.EMBED FLASHING BETWEEN THE CHIMNEY AND THE ROOF FRONT SURROUNDING THE FIREPLACE OPENING,PROVIDED SUCH COMBUSTIBLE MATERIALS 60 48 20 20 20 40 72 24 45 96 40 24 76 18 30 108 42 I I,'1" '4- i Fir�'N" tR "a AND UNDER THE ROOFING MATERIAL TO PREVENT RAIN FROM LEAKING BETWEEN THE SHALL NOT BE PLACED WITHIN 6 INCHES OF A FIREPLACE OPENING.COMBUSTIBLE MATERIAL 2' P`4'b"Rr I?° • ' ,I � RUM FORD FIREPLACE ROOF AND THE CHIMNEY. WITHIN 12 INCHES OF THE FIREPLACE OPENING SHALL NOT PROJECT MORE THAN 1/8 INCH4 ,,,. ,. ' .i ;, +!. I CONVENTIONAL FIREPLACE FOR EACH 1 INCH DISTANCE FROM SUCH AN OPENING. ti k ".3 '� .....‘,„,„„. �;, +, 'M +_....,,,,,,,„ SFr; �`4� I +!t ,.::4')'' ' ',4.12.,1'.:!':';' ,."'' :.: REVISIONS BLDG.DEPT. 7/27/06 REV.SET 7/27/06 ROMMEI i ..., liNISTVZir. do•i&. •® 1 5'-0"MIN. EQUAL(MAX.b'-0") EQUAL(MAX.6'-0") EQUAL(MAX.6'-0") STAINLESS STEEL WITH 1-1/2"DIA.HANDRAIL TURNBUCKLES 4"OC 1C, '' HANDRAILS ARE REQUIRED BEAMS CONNECTED 2'MI10 Nat 71 n RI LZ " FOR SLOPES 120 OR GREATER TO POSTS TOERAIL WITHIN 4"OF THE I INSTALL PLANKS W N SPACE CANNOT ti y+ RAMP TO KEEP CASTER WHEELS HAND-TIGHT TO 3 JOISTS ti W ALLOW A 4"SPHERE n AND WALKERS FROM SLIPPING I EACH OTHER s LOW RAILING TO PASS THROUGH 'O U < 5'MIN. a ALL DECK PLANK NAILS/SCREWS \ Lf .=a OVER THE EDGE / `.• w Lau RAMP UP C!1 SZ MAX.INCLINE v (LANDING) M m SLOPE LESS �� o. CLEAR a ` TO BE STAINLESS STEEL Q, m 3 JOISTS THAN 1:20 `` ��� Z m m �, re,�'•� M '"1 �� ` ',� N w 7XR C 16"Of N cl.] 1"+ it 0° SLOPE Ii 2 , /LU52H NANNGEPS , }' Gf I"/ Q Z ` HANGERS ,.'• 10'-4" -i & ya Da Da IadJ 2-2X10 ACQ(EYP.) R I "� CO m m L.? `' MIN. 4 TYPICAL V •,� • `" BEAMS CONNECTED a 5'MIN. ,te ,� W ,(I SPACE CANNOT BALUSTER 'N Q p0 ` TO POSTS ,•0411 `' `•� �-CLEAR o 0 I ALLOW A 4"SPHERE "" • `" / `�'" o w w TO PASS THROUGH V v m ' / ` CONCRETE SLOPED TO = s 5/4X4. n • `.. - N 0 O • -. 0° ` ALL WOOD SHOULD BE `• GRAVEL 1/2":1' 0 5 MIN. u RAMP DN.@r 1:12 MAX INCLINE u ACD U ,,,� m CLEAR '� < 17XR Ea 16"0 DECK In ACO PRESSURE TREATED ' o m m RAILING WITH BALUSTERS tp /' x x wiLuszetiu:n"-N" PLANKS . BLACK,WATER- '• �\%' TO 2 ACQ CUT — N w 2X8 16"OC r+ i./� PERMABLE PLASTIC LEVEL �.,- TO WEDGE SHAPE -- N i usze u.NNaeas a I nil o CONCRETE SILL GRAVELBLACH WATER- ,aLUS28-2 N 2-2X10 ACQ(TYP.)Q9 Eg �. AND FOOTING PERMEABLE PLASTIC PLANKS HANGER GRAVEL ....../.."'"?.x4"CURB 5'-0"MIN. EQUAL(MAX.6'-0") EQUAL(MAX.6'-0") EQUAL(MAX.6'-0") EQUAL(MAX.6'-0") EQUAL(MAX.6'-0") . • 30'MAX.RAMP LENGTH(TYPICAL) - < CURB NOTES: ALL STRUCTURAL MATERIAL TO BE ACQ. N BRACE AND CROSS BRACE AS REQUIRED. Z 0 BRACE UNDER RAMP STRINGERS BETWEEN 12"(305 mm)MIN. EACH SET OF 4X4 WOOD POSTS. H (— HORIZONTAL EXTENSION SEE ELEVATION V RAILING 12"MIN. FOR RAILING I. LANDING LENGTH H ' Irk BALUSTERS 60"MINIMUM V.. HORIZONTAL H PROJECTION HANDRAIL TO CONTINUE V �r 1'-0"PAST POSTS AT RAMP < LANDING TO BE AT LEAST a 1:12 TO 1:20 SLOPE '1---" - •P R 1 1 K AT TOP t:AT BOTTOM AS WIDE AS RAMP RUN U7 '^ (SLOPE<1:20 IS NOT MIN. L - Of RAMP AS PER CODE 0 DEFINED AS A RAMP _� �`, -- (SEE DETAIL) 40 Old CL SO NO HANDRAILS LANDING ■ at cin ARE REQUIRED) :_ RAMP RISEcr Y RAMP RAMP SURFACE ` "" . PERIMETER JOISTS 4X4 AC _�'�- RAMP RUN I ANfHQ. 0 • - 8"01A.CONC.PIER .....-1 X LANDING LENGTH Q .W N�3'-0"BELOW GRADE EXCAVATE AND REFILL AS REQUIRED 60"MINIMUM H J N ¢H FOR RAMP INSTALLATION a. r \ - LANDING t X o RAMP LENGTH(HORIZONTAL PROJECTION OR RUN) 1 Bf LANDING \ \ / 4111411111 0 1 RAMPS: < NOTE: HANDRAIL—+•Q RAMPS SHALL SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. (, SLOPE=Y:X,WHERE XIS A LEVEL PLANE .•++ LANDINGS: 4111# 60"MIN. 3'-0"HIGH(MIN.) RAMPS SHALL HAVE A LANDING AT BOTTOM AND TOP OF EACH RUN.LANDINGS RAILING SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WITH RAMP SECTION 302 OF THE AMERICAN NATIONAL STANDARD{ANS). RAMPS THAT CHANGE DIRECTION AT LANDING SHALL HAVE A 60"X60"MINIMUM LANDING. HANDRAILS: -.—________` RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS COMPLYING 10"MIN. 2-1/2"DIA.GALV. -_ �` WITH SECTION 505 OF ANS.HANDRAILS SHALL NOT REDUCE THE REQUIRED 1 1/4"TO 2" \ �1 1/2"MIN. 2 1/4"MAX- 1 1/2"MIN. (.....- EXTENDED PLATFORM BOLTS w/WASHERS ° °�-- CLEARANCES OFA RAMP RUN OR LANDING. MIN.REQUIRED LANDING WIDTH 10" AND NUTS PER POST.! 1-. EDGE PROTECTION: c 36"MIN. 36"MIN. k 4X4 ACO POST ~i EDGE PROTECTION COMPLYING WITH SECTION 405.9.1 OR 405.9.2 SHALL BE 21l4"MAX. CLEAR WIDTH CLEAR WIDTH _ PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE QF RAMP LANDINGS. — I9I —��<`III_II HEN a v' — — — HANDRAIL EXTENSIONS: Sow IIL.._.',HANDRAIL 0 ,t • HANDRAIL \ 9191 "'Sill I C> 19191 - HANDRAILS FOR RAMPS SHALL HAVE EXTENSIONS COMPLYING WITH SECTIONS J L - I91 "a d 8"OSA.CONC.'I I~I I 1 I I(� — I '1"/ 1919 505.10.1 THROUGH 505.10.3(EXCEPT AT THE INSIDE TURN OF RAMPS). x K. 4"TO 6-1/4" ,��BALUSTER = 191 . I -1,--°- 1611121 : f 41.v. PIER A 3'-0" a 0 PERIMETER an a 91 = 'c`((TTEYYPIC L)ADE 19191919191 ,y,°,' = 181 = MAX. 4— >- - 191 '• a I - 1919• /�\ Z r O O N (V■ D m2. ENCLOSED RAMP m - I I `0 a• III='I = — IBI = v 1191 < Z W L PROVIDE EDGE WE. CE 0 m m o PROTECTION = III-II - = N y Cr AAMP 'I=11-II II II H II H II II IMI II II- N Ar,eaPRRIEC7IDN -- C m ..o HORIZONTAL RAMP RAMP \ LANDING f "' S PROJECTION I TYPICAL SECTION I CIRCULAR a) RAMP CONSTRUCTION DETAILS NONCIRCULAR v N.T.S. DRAWN: MH/MS E �•'�,,it i'-'...7.7'"'"44...,.-e y.,.N'", SCALE: N.T.S. P.; :" `�r+ December 14, 2006 ' ' •• as'^ @ A SHEET NUMBER: 4,4''?'VV'' t hey° Amid' . „ 'rd'�,,av,. 'tai-'?,.,r. ” -1 , " ''4, REVISIONS BLDG.DEPT. 7/27/06 REV.SET 7/27/06 CEILING ASSEMBLY RATING - 2HR. 1.Flooring Systems—The flooring system shall consist of one of the following: 1.Flooring Systems—The flooring system shall consist of one of the following: System No.1 System No. 1 ANSI/UL 263 (DESIGN NO. L511) Subflooring—Min 1 by 6 in.T&G lumber fastened diagonally to joists. 5.Gypsum Board*—Two layers of nom 5/8 in.thick,4 ft wide gypsum board.When resilient channels(Item 4)are used,first layer installed perpendicular to joists with end memo Vapor Barrier—Nom 0.010 in.thick commercial rosin-sized building paper. joints located over bottom of joists.Gypsum board attached to joists with 6d cement IIINIESISSW coated cooler nails spaced 1 in.,6 in.and 21 in.from each side edge in the field of the Finish Flooring—Min 1 by 3 in.T&G and end matched,laid perpendicular to joists. board.Butt edges shall occur under joists,fastened with nails spaced 1 in.,6 in.,15 in. and 21 in.from side edges of board,and 1/2 in.back from butt edge.Second layer of Nrilltiii), 2.Wood Joists—Min 2 by 10,spaced 16 in.OC and effectively fireblocked in gypsum board secured to resilient channels with 1 in.long No.7 Type S bugle head 0 0 O ®ri e,,0 accordance with local codes. screws spaced 12 in.OC with additional screws placed 3 in.from each side edge. End 40.412, +�® joints of second layer offset from end joints in first layer,and secured to both resilient , _®_S ®eft 3.Cross Bridging—Min 1 by 3 in.or min 2 by 10 solid blocking. channels as shown in end joint detail.Screws located 3/4 in.and 1-1/4 in.from side and end joints of boards.When Steel Framing Members(Item 4A)are used,sheets 4.Resilient Channels—Formed of 25 MSG galv steel,spaced 24 in.OC perpendicular installed with long dimensions parallel with joists.Base layer attached to the furring ' to joists and located 12 in.from each side edge of base layer gypsum board.Channels channels using 1 in.long No.7 Type S bugle head steel screws spaced 8 in.OC along placed with 1/4 in.clearance at the ends and fastened to each joist with 1-7/8 in.long butted end joints and 12 in.OC in the field of the board. Butted end joints shall be <"." EP <-... No.7 Type S bugle head screws.Min end dearance of channels to walls:3/8 in. staggered min 2 ft.within the assembly,and occur midway between the continuous 4111°°° Additional channels 60 in.long,placed adjacent to continuous channels at end joints of furring channels.Each end of each gypsum board shall be supported by a single length second layers of gypsum board(Item 5)and similarly secured.Channel ends to extend of furring channel equal to the width of the gypsum board plus 6 in.on each end.The o 6 in.beyond each side of joint. two furring channels shall be spaced approximately 3-1/2 in.OC,and be attached to / I N underside of the joist with one RSIC-1 clip at each end of the channel.Butted base 4A.Steel Framing Members(Not Shown)*—As an alternate to Item 4,furring layer end joints to be offset a min of 24 in.in adjacent courses.Outer layer attached to ` channels and Steel Framing Members as described below: the furring channels using 1-5/8 in.long No.7 Type S bugle head steel screws spaced A V In a.Furring Channels—Formed of No.25 MSG galv steel.2-3/8 in.wide by 7/8 in. 8 in.OC at butted joints and 12 in.OC in the field.Butted end joints to be offset a min m . N deep,spaced 24 in.OC perpendicular to joists.Channels secured to joists as described of 8 in.from base layer end joints.Butted side joints of outer layer to be offset min 18 ice, m , in Item b.Ends of adjoining channels overlapped 6 in.and tied together with double in.from butted side joints of base layer. ® © ,,; K 5 r strand of No.18 SWG galv steel wire near each end of overlap. u ro •Z aro b.Steel Framing Members*—Used to attach furring channels(Item a)to joists.Clips 6.Finishing System-(Not Shown)—Vinyl,dry or premixed joint compound,applied cr) :#4 C) go spaced 48 in.OC.,and secured to alternating joists with No.8 x 2-1/2 in.coarse in two coats to joints and screw-heads.Nom 2 in.wide paper tape embedded in first v n: drywall screw through the center grommet.Furring channels are friction fitted into layer of compound over all joints.As an alternate,nom.3/32 in.thick veneer plaster 0 4.... r, clips.Adjoining channels are overlapped as described in Item a.As an alternate,ends may be applied to the entire surface of the gypsum board. , U of adjoininAgiqii6, g channels may be overlapped 6 in.and secured together with two self-tapping No.6 framing screws,min 7/16 in.long at the midpoint of the overlap, ,) \ y with one screw on each flange of the channel.Additional clips required to hold furring Oa .. c:, channel that supports the gypsum board butt joints,as described in Item 5. , 0 °" MIN IIII MP „„mailli �� nsimmammarir r...12 /2" I 1-1/4" RESILIENT FIRST LAYER SECOND LAYER CHANNEL DETAIL END JOINT DETAIL END JOINT DETAIL z 0 H I- L) W I- 0 CC 1.Nailheads—Exposed or covered with joint finisher. UNITED STATES GYPSUM CO—Types AR,C,FRX-G,IP-AR,IP-X1,IP-X2,IPC-AR,SCX,SHX, a- 2.Joints—Exposed or covered with fiber tape and joint finisher.As an alternate,nominal WRC,WRX. W 3/32 in.thick gypsum veneer plaster may be applied to the entire surface of Classified veneer CC baseboard.Joints reinforced. USG MEXICO S A DE C V—Types AR,C,IP-AR,IP-X1,IP-X2,IPC-AR,SCX,SHX,WRC,WRX. I-I 3.Nails—6d cement coated nails 1-7/8 in.long,0.0915 in.shank diam,1/4 in.diam heads, and 8d cement coated nails 2-3/8 in.long,0.113 in.shank diam,9/32 in.diem heads. 4A.Gypsum Board*—(As an alternate to Item 4)—Nom 3/4 in.thick,installed as described in Gypsum Board st*—5/8 in.thick,two layers applied either horizontally or vertically.Inner Item 4. laINTERIOR BEARING WALL RATING 2HR. layer attached to studs with the e 1-7/8 in.nails spaced 6 in.OC.Outer layer attached to studs CANADIAN GYPSUM COMPANY—Types AR,IP-AR. over inner layer with the 2-3/8 in.long nails spaced 8 in.OC.Vertical joints located over studs. ^� All joints in face layers staggered with joints in base layers.Joints of each base layer offset with UNITED STATES GYPSUM CO—Types AR,IP-AR. ANSI/UL 263 (DESIGN NO. U301) joints of base layer on opposite side. When used in widths other than 48 in.,gypsum board to be installed horizontally. USG MEXICO S A DE C V—Types AR,IP-AR. i When Steel Framing Members*(Item 6)are used,base layer attached to furring channels with 4B.Gypsum Board*—(As an alternate to Items 4 and 4A)-5/8 in.thick,2 ft wide,tongue 16" O.C. 16 O.C. 1 in.long Type S bugle-head steel screws spaced max 24 in.OC;face layer attached with 1-5/8 in. and groove edge,applied horizontally as the outer layer to one side of the assembly.Secured as / / / long Type S bugle-head steel screws spaced max 12 in.OC. described in Item 4.Joint covering(Item 2)not required. CANADIAN GYPSUM COMPANY—Type SHX AMERICAN GYPSUM CO—Types AGX-1,AG-C,AGX-11. UNITED STATES GYPSUM CO—Type SHX C BEIJING NEW BUILDING MATERIALS CO LTD—Type DBX-1. �t USG MEXICO S A DE C V—Type SHX v BPB AMERICA INC—Types 1,FRPC,EGRG,ProRoc Type C or ProRoc Type X. L 5.Molded Plastic*—Not shown,Optional—Solid vinyl siding mechanically secured over the p BPB CANADA INC—ProRoc Type C,ProRoc Type X,ProRoc Type Abuse-Resistant. outer layer to framing members in accordance with manufacturer's recommended installation ® -11.-• details. CANADIAN GYPSUM COMPANY—Types AR,C,IP-AR,IP-X1,IP-X2,IPC-AR,SCX,SHX,WRC, ALSIDE,DIV OF )1( )1( j +" )- WRX. s x z (I) -0 Z ASSOCIATED MATERIALS INC A , ^` } G-P GYPSUM CORP,SUB OF VJ L GENTEK BUILDING PRODUCTS LTD Cr i= ° GEORGIA PACIFIC CORP—Types 5,9,C,DAP,DD,DA,DGG,DS,GPFS6. ® O O © ._ L HEARTLAND BUILDING PRODUCTS INC LAFARGE NORTH AMERICA INC—Types LGFC-C,LGFC2,LGFC2A,LGFC6,LGFC6A.,LGFC-C/A. ` CS NATIONAL GYPSUM CO—Types FSK,FSK-C,FSK-G,FSW,FSW-3,FSW-5,FSW-C,FSW-G. VYTEC CORP 2X4'S FIRESTOPPED a) NEBRASKA PLASTICS INC L PABCO GYPSUM,DIV OF t 6.Steel Framing Members—(Optional,Not Shown)*-Furring channels and resilient sound isolation V PACIFIC COAST BUILDING PRODUCTS INC—Type C,PG-2,PG-3,PG-3W,PG-4,PG-5,PG-SW, clip as described below: — PG-5WS,PG-9 or PG-C. A.Furring Channels—Formed of No.25 MSG galv steel.2-3/8 in,wide by 7/8 in.deep,spaced 24 in. OC perpendicular to studs.Channels secured to studs as described in Item b.Ends of adjoining channels PANEL REY S A—Type PRX. are overlapped 6 in.and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap.As an alternate,ends of adjoining channels may be overlapped 6 in.and secured together with _ HEARTLAND BUILDING PRODUCTS INC—Type TG-C. two self-tapping#6 framing screws,min.7/16 in.long at the midpoint of the overlap,with one screw on _ , -', `- -- . each flange of the channel.Wallboard attached to furring channels as described in Item 4. '.;"'r""`" � '3, DRAWN: MH/MS SIAM GYPSUM INDUSTRY(SARABURI)CO LTD—Type EX-1 B.Steel Framing Members*—Resilient sound isolation clip used to attach furring channels(Item 6a)to /4:7;:r..,1i 4 .�,,r, >i. SCALE: N.T.S. studs.Clips spaced 48 in.OC.,and secured to studs with No.8 x 2-1/2 in.coarse drywall screw through 4-c` •-.y��'' ' STANDARD GYPSUM L L C—TypesSGC,SG-C or SGC-G. the center grommet.Furringchannels are friction fitted into clips. 'f-'-':, JOB#: PAC INTERNATIONAL INC—Type RSIC-1. ,r '''`.t,'','I r 1-'• ,. December 14, 2006 HEARTLAND BUILDING PRODUCTS INC—Type TG-C �� ,[7 :'�'=,iv' ,t1' SHEET NUMBER: "b'•fie"+ s, �'�:�J,�C�+' rk ACM i 1 4t +, -^-1.'::-.44,,.....-,-.'' ' REVISIONS BLDG.DEPT. 7/27/06 REV.SET 7/27/06 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE TWE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 1_ it wort._ KING STUDS illil .00/2 � . RAFTER :► / ENDWALL ' WALL STUD :OCRIPPLE STUD ',/ .9BOTTOM PLATE 'b: 1%.1; f ii �\\;74 •® `' RIDGE LEDGER I I BATHTUB 11110HEADER "� ` DOUBLE JOIST6. 'AlI`� 11 SIDEWALL 0 011111 '� II ` �'\��� / +H RAFTER ' � ' ri>I"",.� II \I/ JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION I (h k � 1�1 ( I 11ST. ADSg HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 'V I ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT o CONNECT TO 1 SIDE OF ALL CORNERS ON •-•, LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR r HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP N 2ND. ADS$ ALL OPENINGS LSTA12 1-114"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20 a.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH g FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE on FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING(c�24"OC Q U o r r ..g0' 1,1 hk.7 WALL STUD ►. _ �1 .- / THROUGH-ROOF EXHAUST �, // VENTS SELECTED AND .4-_ '. ?• t METAL STRAP ✓f f LOCATED BY CONTRACTOR ao . CRICKET AT TOP-SIDE OF VENTILATION CHANNEL "-`41 o H RIM BOARDCHIMNEY AS REQUIRED V -� SILL PLATE(S) 0 WALL SHEATHING RAFTER RAFTERS MAINTAIN '' "� L j ,� NG , , VENTILATION WOOD JOIST 0 �'H tzFOUNDATION • ' TOP PLATE �11'►. BLOCKING �:_44, AFINISH WALL AND MOISTURE kill 2x4 LEDGER BLOCKING Iyo it/I�j.,_.__.$TAPPING TO BE ATTACHED TO WALL STUDS�48"OC BARRIER TO LAP FLASHING - - 2x4 SOFFIT JOIST ( iEAND ALL WINDOW/DOOR OPENING JACK STUDS \ AT WALL-MAINTAIN GAP / ATTIC SHALL BE PROVIDED WITH A 1111%)` FASCIA II %MIBETWEEN WALL FINISH AND � � MINIMUM NET FREE VENTILATING AREA GUTTER ` FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD .'� NOT LESS THAN 1/150 OF THE AREA OF +jl WOOD GIRDER ' INSTALL 4'0"O.C. THE SPACE VENTILATED. ALL OPENINGS II�� I 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN.SCREENED VENT 1�1j1 (' ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT.PLYWOOD INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF Y.,INCH IN DIMENSION. SOFFITED EAVE 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS / AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6" AFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. ACTION CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14'-16" LSTA36 1-114"x36'18ga.STRAP AND JACK STUDS S"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND.FLOOR WALL OF FLASHING 1 0..../ r - - .v ROOFING PS ' FLASH NG 4A NCHESE J 1 1 1. BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME 3 EXTENDS UNDER SHINGLES AT + MATERIAL AS ROOFING , Q , \�f \ SIDES 4 INCHES AND LAPS NAILED TO SHEATHING W grit SHINGLES AT BASE MIN.4 INCHES THROUGH VENT ` Q -J ' WOOD JOIST ill‘ �` I, O So- _., TOP PLATE ( ' ``JJ ' f-i t GIRDER/HEADER '', Or (1 1d'-' _. SIDE WALL FLAST"TI1`l WOOD JOIST r. _ a 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS. 48"OC -.."Al II CC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALL$, WALL STUD Illi I- FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO RAFTER //T INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND Z 4"-B" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED 0 KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS V RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS 8"-16" MSTA48 1-1/4"x48`16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR OF ROOF PLATES TO EACH STUD DBL.SILL PLATE % TERMITE SHIELD V SUBFLOOR SILL GASKET WOOD JOISTS CONC.SLAB ► NEOPRENE f 2x6, /2x6 CONTINUOUS WOOD PLATE TVP.CONC.FOUNDATION A GASKET DAMPPROOF EXTERIOR 6 MIL.POLY —.' )/; BOLTED TO STEEL BEAM WITH - GRANULAR FILL I MAIL POLY ON EXTERIOR ` )• -r 1 1/2'DIA. BOLTS a 46" c.c.STAG. v STEEL COLUMN ° J e = - D, a ROOF JACK �� •;r.= �e CONC.SLAB .41"111111.1111.111-11.:...4,3-,is ..:110,:..,..� !' // I I,i STEEL BEAM C V 4 COMPACT FILL ',•t!�''� • :.. 4"xI/4"xB'SII C `. ' ` RQOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING d Sr FLASHING AT WITH I/2" x 6"ANCHOR BOLT Kz. CONC.FTG. 'A G'n ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1.__., I/2"GROUT o•.1 si*tb?_. ;ti ' (USP LBPS58 OR BP583) IlLm �, ..,,,A• p REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOLTlikv _, 1 1 1 3"STEEL COLUMN DRAIN TILE Al p - ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS , I (10 KIPS l ,.�,. Z SILL PLATE TO FOUNDATION ROOFING AT BOTTOM --" ^ 1 STORY 7z^oc TYPICAL BEAM DETAIL rrW -I- (CRAWL SPACE OR FOUNDATION) v J O SILL PLATE TO FOUNDATION O L TYPICAL CONC.FOUNDATION.APPLY PILASTERS 2 STORIES 36"OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. (CRAWL SPACE OR FOUNDATION) STEEL / BOTTOM BEARING o c CL WALL BOTTOM PLATE TO FOUNDATION OC (SLAB-ON-GRADE) 1-2 STORIES 57" 0 N ROOF JACKS 4 VENTS DETAIL v i E L I SUBFLOOR tD CONC.SLAB ( DOOR FRAME 6X6 10/10 WWM h COMPACT FILL0 ' GARAGE Q JOISTL. ' I USE 2X8 FOR BLOCKOUT • STEEL BEAM t 4" SL4B q I \r� P.T.PLATE 0110. � W/6X6 WMM ,� ( • S�OPE �.� leirov. 1/2"AIR SPACE �. a I/29 4 DRIVEWAY--�. D ADJUST HEIGHT (WITH A NANOTCH ILINGST NPLATTE IIF NEEDED) ammo ° AT END AND " ••° • e -• '"GRADE ' d "'k'----u--'-, �.- G'° IDES OF WOOD �:I r+•� TO BE BEAM APROX.1/2"OR HIGHER THAN E !!'�1�!��!o' • p 2 D D , STEEL TO ALLOW FOR SHRINKAGE A = BEAMS 'ay'+ "!I , ° a ° !�!�!•���s� (PROVIDE STRAPPING TO KEEP JOISTS • '6 Z!•° G +44t4r Attl' ' G ' 4 ` 4 - �p , a s • • . ALIGNED) •r .t.,:,�v •"t` 6X6 W.W.M. ,— —• * o• 11.-=.41.7 =I I d l 11 MIN tial D %D D D l:7 .: . n • n n A I —_NOTCH BEAM FOR MUDSILL IF REQUIRED-MAXIMUM -4.' A 4 u , ' °--I I II SUBFLOOR • S d REINFORCING BAR D I NOTCH EQUALS 1/4 DEPTH OF BEAM eA P.a e, •D e I I-I I GIST +. ` S ,. DRAWN: MH/MS "D -s REINFORCING BAR -...--.„_,:.• • DRAIN TILE i� ►I 0' -_- 1 q ' o �?' s". r,- 'e •- SHEET METAL/30#FELT UNDER BEAM AT POINT ' /)'A e °•e ° '�i",''.,'�./'• b j,S .f f,'.,' ,•,� SCALE: N.T.S. 12" i ■ a-4 t- I T STEEL. OFCONTACTWITHCONCRETEORCONC.BLOCK -1'-',=•, 'I TOBe. TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH 2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° SHIMS TO LEVEL BEAM +�--PLAT B T 1' 'r E M1d . December 14,2006 REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. " n. `4;.),<'`. ..,."•• • 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR SLOCKOUT 1 " "•°' '' ; ,_ . • •71i� SHEET NUMBER: SEAM POCKET ' �/ "yF;4 ,°""` °., ?, T C M ; ', ALIMa 11.2 F be/- yr ,,�$ 441�9:T. a s"`;�' -A 4 ! N 4 &. P. a�i'A-'%",e-t,'n rrwta r. , . REVISIONS BLDG.DEPT. 7/27/06 REV.SET 7/27/06 BATHROOM SPECIFICATIONS FLOOR OR GROUND SURFACES N.T.S. N.T.S. BathrooANS i re to be ADA compliant as per7V-----Th r b0,MIN Floor or ground surfaces are to be stable, ln° I I' 1 ' �' II rireven '�'�" N.T.S. firm, and slip resistant, and shall comply MAX GC /� 24� 36"GRAB BAR with Section 302. Changes in level in floor 47/1411aterA pply R -. drain pipes under lavatories DILL I (33 36"ABOVE FLOOR) or ground surfaces shall comply with t and sinks shall be insulated or otherwise ( Section 303. +•�� ���� configured to protect against contact. There CARPET ON FLOOR OR GROUND SURFACES �g►°te e. �/. X18„ Carpet or carpet tile shall be securely shall be no sharp or abrasive surfaces under SAI attatched and shall have a firm cushion, lavatories and sinks. pad, or backing or no cushion or pad. Carpet Accesible lavatories and sinks are to comply FRONT ELEVATION or carpet tile shall have a level loop, textured 1/4" 0 with Section 606 . loop, level cut pile, or level cut/ uncut pile MAX ...4r, // A clear floor or ground space complying texture. Pile height shall be 1/2 inch maximum. o with Section 305.3, positioned for foward Exposed edges of carpet shall be fastened to approach, shall beprovided. Knee and toe 12"MAX VERTICAL CHANGES IN LEVEL m 42"MIN. floor or ground surfaces and shall trim along clearance compling with Section 306 ^'I v o �, the entire length of the exposed edge. Carpet �, m �, shall be provided. , edge trim shall comply with Section 303. _ 2 a., The front of lavatories and sinks are to be SI_ 1i4" ILS- ,; Changes in level between 1/4 inch high -1�2" /. s o z 34 inches maximum above the floor or Irm minimum and 1/2 inch high maximum shall ground, measured to the higher of the P ° o g be beveled with a slope not steeper than 1:2. � �. fixture rim or counter surface. BEVELED CHANGES IN LEVEL u SIDE ELEVATION Changes in level greater than 1/2 inch shall Faucets shall comply with Section 309. be ramped and shall comply with Section , Hand-operated, self-closing faucets shall 405 or 406. s` remain open for 10 seconds minimum. g Curb ramps on accessible routes shall comply 20 11== 12 �" o Sinks are to be a maximum 6-1/2" deep. with Section 406. 1 Multiple compartment sinks shall have \ a., ' i' �� :� .� Slopes of curb ramps shall comply with Section �GE�Id'' edea at least one compartment complying with "-- 1' 405.2. the requirement. snit.,; s4" �"�` ;� COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS HEIGHT OF LAVATORIES AND SINKS I- a r Lo a NYS SECT.404.1 V TOILET ROOMS AND BATHING FACILITIES SHALL BE ACCESSIBLE.WHERE A FLOOR LEVEL IS NOT REQUIRED TO BE CONNECTED BY AN ACCESSIBLE ROUTE,THE ONLY Z TOILET ROOMS OR BATHING FACILITIES PROVIDED WITHIN THE FACILITY PROVIDED •• I �.I I yr ,r �• `• I m WITHIN THE FACILITY SHALL NOT BE LOCATED ON THE INACCESSIBLE FLOOR.AT -- - �- -���- A _ _,�ffi j • LEAST ONE OF EACH TYPE OF FIXTURE,ELEMANT,CONTROL OR DISPENSER IN EACH 0, ACCESSIBLE TOILET ROOM AND BATHING FACILITY SHALL BE ACCESSIBLE.TYPES o' O _ I� }' _ OF FIXTURES INCLUDE BUT ARE NOT LIMITED TO TOILITES,URINALS,LAVATORIES, \ �J UUU o z_ -N �J�� o z O :--, z p BATHTUBS AND SHOWERS. "' 7n z in v v m °i g f 1'-3"/ /2.-6" 2'-6" / /1'-3",i, g 1'-3"f 216H 2'-6" U) NYS SECT.405.3 _ _ _ _ / / / W FIXTURES SHALL BE SET LEVEL AND IN PROPER ALIGNMENT WITH REFRENCE TO - - - - / 5'0" d zo 0 ADJACENT WALLS. - G —s - - ,_ ___-N, — Z NYS SECT.405.3.1 Q A WATER CLOSET,URINAL,LAVATORY OR BIDET SHALL NOT BE SET CLOSER THAN ;0 0 a 15 INCHES FROM IT'S CENTER TO ANY SIDE WALL,PARTITION,VANITY OR OTHER OBSTRUCTION,OR CLOSER THAN 30 INCHES CENTER-TO-CENTER BETWEEN TOUTES, URINALS,OR ADJACENT FIXTURES.THERE SHALL BE AT LEAST 21 INCHES CLEARANCE IN FRONT OF THE WATER CLOSET,URINAL OR BIDET TO ANY WALL,FIXTURE OR 1 \ \ DOOR.WATER CLOSET COMPARTMENTS SHALL NOT BE LESS THAN 30 INCHES WIDE OR 60 INCHES DEEP.THERE SHALL BE AT LEAST 21 INCHES CLEARANCE IN FRONT OF A LAVATORY TO ANY WALL,FIXTURE OR DOOR. C CS _SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES L PLUMBING RFD!iIREMFNTS IN FOOD SERVICE ESTABLISHMENTS Ti preyet Me posvnddy toed contaminate.%a Greet connetdm may not eAst between a swaga((mate dumseal syedvn and any drain.ortgtnadnq Dan eaulamtst N aitch toed, portable eetnpmeirt or utensils are placed.This includes,but is not necessaraN Endted to,the t0Lowmg eeaalwrtt STEAM TABLES ICE MACHINE/BINS FOOD PREP SINKS Z 0 4'0 ROOF VENT 0 4'0 ROOF VENT Q 4'o ROOF VENT 0 40 RooF VENT 0 4.0 ROOF VENT DIPPER WELLS SODA TOWER DRAINS COFFEE URN DRAINS -a A ° COOKING KETTLES WALK-IN FLOOR DRAINS DISHWASHERS �/ Q '�.- L CONDENSER COIL DRAINS KITCHEN AND BAR 3-COMPARTMENT SINKS Cr Q ice- (HANDWASit SINKS AND MOP SINKS SHALL BE DIRECTLY CONNECTED TO WASE PLUMBING) ..- 8- (HAND °4 : 2 ia z z + i —- Z °+ ze q 4 *FOR EQUIPMENT REQUIRING INDIRECT DRAINS THERE ARE TWO APPROVED PLUMBING METHODS:t 1 2 2 HAND t.Av uv uv tAv (tSIVK i ,� y� _ 1 `� , i TP . SE 'M0,1LI.^ BEER MN j ,7 ' 0 to an s� DISHWASHER ' YBjREFR16 ��K_ THREE O]Hf APTHEM OW L Ifmoo. UR AL Rn s0 EMI CDM'NirrOR PEOUI ES ' ' ' ASEPEAAIEINN�$TWINECI II) I EQUIPMENT—. L. ' „ SINKS,DIPPER WELLS, z' + 4Z• �� 4 z• t• 20 ABLE DRAINS, kj GO.�I-..\...„_. ♦3 GO.1 A- G,0,1T3 •��O C.O. C.O. CONDENSABLE ATBLE DRAINS,ETC. �-l�D � - ' OUTLET-►j��R GAP AIR GAP-a-0-OUTLET `-FUNNEL DRAIN RECEIVER LINE -• d' (2X DIAMETE OF OUTLET) FLOOR SINK/DRAIN ' r,� (72" '!' '?-Cts ,I°''''"'`,A DRAWN: MH/MS TO APROVEO :�V:t*: �'-" ,:�. SCALE: N.T.S. SLOPE"1/4"PER FOOT PITCH TO DRAIN TRAP SEPTICSYSTEAa ,{t' ,a` l+a-. 4N"`^ ���@@@ ,E r* ;. .;`; JOB#: PI,UMBING SCHEMATIC _____T___- `' „ 4' 2 December 14,2006 N.T.S. A el:'\;":),.;'' h x SHEET NUMBER: INDIRECTJ ( DIRECT ) l . kp :4,4 CONNECTION CONNECTION g:;..r.* :•,e, 4" ,esbq4" : ,- A WI 13 WIND FRAMING NOTES REVISIONS BLDG.DEPT. 7/27/06 1).RIDGE-TO-RAFTER ASSEMBLY: REV.SET 7/27/06 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap,the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 2).RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in NAILING SCHEDULE v- accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to ROOF FRAMING: the to the wall stud with uplift connections.Roofs overhanging the rake side of the building iiiimmoirs NAIL NAIL shall be connected with uplift connections in accordance with table 3.3c. JOINT DESCRIPTION NOTES QTY. SPACING 3).WALL-TO-WALL ASSEMBLY: RAFTER TO 8'WALL:3-8d COMMON EACH 1S ; �O TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL Wall studs above and studs below a floor level shall be attached with uplift connections in NYS ENERGY COMPLIANCE NOTES FOUNDATION: �, . accordance with table 3.3b.When wall studs above do not fall in line with studs below,the @� �� CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL studs shall be attached to a common member in the floor assembly with uplift connectors in CRAWL SPACE: ®�� ' i+�•®s TO TOP PLATE 10'WALL:4-8d COMMON JOIST accordance with table 3.3. WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE,MUST BE 'E'j�;% A'••� CEILING JOIST TO AS PER TABLE 3.7 EACH FACE ROOF SHEATHING: INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, PARALLEL RAFTER WFCM-SBC LAP NAIL 4).WALL ASSEMBLY TO FOUNDATION: WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE JOINT DESCRIPTION NAIL NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 1).INSULATE HEADER UNCONDITIONED BASEMENTS: OVER PARTITION WFCM-SBC LAP NAIL QTY. SPACING connectors.Steel straps shall have a minimum embedment of 7 inches in concrete 2).SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1).INSULATE THE FLOOR ABOVE THE BASEMENT.REFER TO PLANS FOR REQUIRED R-VALUE. COLLAR TIE AS PER TABLE 3.4 EACH FACE STRUCTURAL PANEL 8d AS PER TABLE 3.8 foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under 3).SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2).INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. TO RAFTER WFCM-SBC END NAIL WFCM-SBC the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the BEAD OF LOW-EXPANSION FOAM,OR FOAM BACKER ROD AND CAULK.FIBERGLASS 3).INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt ALONE IS NOT ADEQUATE. 4).SEAL DUCTS IN BASEMENT. BLOCKING EACH TOE CEILING SHEATHING: spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 5).SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, 2-8d COMMON NAIL NAIL spacedplateSUCH AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE o TO RAFTER END NAIL anchor bolts are to be between 6 12 inches from the end of a sill and all WINDOW AND DOOR WITH DRYWALL RETURN: o RIM BOARD EACH END JOINT DESCRIPTION Qfl, SPACING 1).CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. �, 2-16d COMMON 2).DO NOT USE HIGH-EXPANSION FOAM.IT MAY CAUSE BOWING OW OPENING FRAME `5 TO RAFTER END NAIL GYPSUM 7" O.C.EDGE en 5d COOLERS 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: AND VOID THE WARRANTY. FRAMING: WALLBOARD 10"O.0.FIELD `� WALL FRAMING: Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior C J attached with 8d common nails at 6"o.c.at thepanel edges and 12°o.c.in the field,and SEALING BAND JOISTS DURING CONSTRUCTION: r`i 1-1 � ,Nn NAIL NAIL WALL SHEATHING: g PLUMBING AND ELECTRICAL: -� JOINT DESCRIPTION Q1�. SPACING NOTES 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. iztm„ JOINT DESCRIPTION NAIL NAIL edges and 10"o.c.in the field shalt be in accordance with the length requirements specified SEALING PENETRATIONS: 2).APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. n >rzn : w TOP PLATE TO PER FACE NAIL QTY. SPACING in table 3.15a-b. ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3).CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. s v o Z t_� TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 4). C.' C.) to -4 STRUCTURAL AS PER TABLE 3.9 BE SEALED. CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. 8d COMMON TYPE II EXTERIOR SHEARWALL CONNECTIONS: v o 4 TOP PLATES AT 4-16d COMMON JOINTS FACE PANELS WFCM-SBC 6). INTERSECTIONS EA.SIDE NAIL 7/16"OSB 3"O.C.EDGE Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): s 6d COMMON length adjustment factors in table 3.16. RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1).INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS,ALONG '� `� STUD TO 24" FACE PLYWOOD 6"O.C.FIELD a- Li 2-16d COMMON CONTACT "IC RATED),AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. is en STUD O.C. NAIL GYPSUM 7" O.C.EDGE 7).INTERIOR SHEARWALL CONNECTIONS: 2).CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. 5d COOLERS INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE HEADER TO 16"O.C. FACE WALLBOARD 10"O.0.FIELD Allowable sidewall lengthsprovided in table 3.14 shall bepermitted to be increased when 16d COMMON g SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS HEADER ALONG EDGES NAIL interior shearwalls are used.Sheathing and connections shall be in accordance with STANDARD OF 2.0 CFM,(ASTM E 283).UNITS WITH A LABEL THAT REFERENCES THIS 1ST.FLOOR DECK: i:. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END FLOOR SHEATHING: 2.4.4.2 and 2.2.4 respectively. ASTM STANDARD,NEC OR ECCCNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1).FULL INSULATE JOIST CAVITIES. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL JOINT DESCRIPTION NAIL NAIL BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2)•INSULATION TO BE SUPPORTED WITH WIRE RODS. BOTTOM PLATE TO: QTY. SPACING 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: PER FACE NAIL STRUCTURAL PANELS 6"O.C.EDGE Header and/or girder connections shall be attached with uplift connections in accordance EXTERIOR OPENING HEADERS: FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT SEE NOTE:1,2 8d COMMON with table 3.5.Window sillplates shall be have steel connectors in accordance with table SERVICE WATER HEATING: END JOIST OR BLOCKING 1"OR LESS 12"O.C.FIELD IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FLOOR FRAMING: NOTES: FIRED HOT WATER TANKS,HEAT TRAPS(IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. 9).CATHEDRAL CEILING ASSEMBLY: MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. NAIL NAIL ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: W JOINT DESCRIPTION NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF Where a ridge is to be used as a structural beam,the rafters shall either be notched and QTY. SPACING MENTIONED IN SCHEDULE NOTES ONLY. anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge HEAT LOSS.GENERALLY, 1/2"OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1).PROVIDE HORIZONTAL BLOCKING AT 48"O.C.AND AS NEEDED FOR NAILERS. JOIST TO: PER TOE along the open ceiling part of the building.Connections to the ridge and wall shall be be IN DIAMETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2).FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 0 4-8d COMMON 3).PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. SILL,TOP PLATE OR GIRDER JOIST NAIL 1).Nailing requirements are based on wall sheathing attached with the above requirements. BRIDGING EACH TOE nailed 6"on-center at the panel edge.If wall sheathing TUB/SHOWER UNITS ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. W 2-8d COMMON PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT.THIS INCLUDES "-i TO JOIST END NAIL is nailed 3°on-center at the panel edge to obtain higher CAVITY SEALING ON EXTERIOR WALL: D shear capacities,nailing requirements for structural INSULATION AND VAPOR RETARDER AS WELL. BLOCKING EACH TOE °"-'^' SEALALL EDGES TO MAKE AIR BARRIER CONTINUOUS. W TO JOIST 2-8d COMMON END NAIL members shall be doubled,or alternate connectors, BLOCKING TO: EACH TOE such as shear plates,shall be used to maintain load path. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) 3-16d COMMONr\l'Ic COMoheohsoftware Version a.2.t EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: I. SILL OR TOP PLATE BLOCK NAIL 2).When wall sheathing is continuous over connected Envelope Compliance Certificate HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. (/) LEDGER STRIP EACH FACE members,the tabulated number of nails shall be permitted HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2).SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. J w York State Energy Conservation Construction Code H TO BEAM JOIST NAIL to be reduced to1-16d nail per foot. " °, ,°",t ".„2„� 3).SEAL SUBFLOOR JOISTS WITH ADHESIVE. ,Q JOIST ON LEDGER PER TOE HVAC SYSTEM EFFICIENCIES: 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE Z 3-8d COMMON Section Project lnfonnation THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. TO BEAM JOIST NAIL P:o;.arnk t",LC"ER IESTAUM.r �" a� a �e"r,a uw ECCCNYS 503.2.NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL U BAND JOIST PER END .„°F DROPPED SOFFIT ON INTERIOR WALL: 3-16d COMMON E„„�", .RFK ; "R MINIMUM EFFICIENCY STANDARDS. Z TO JOIST JOIST NAIL 'A../""" USE PLYWOODPO OM 211 ,DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT "rC BAND JOIST TO: PER TOE NAIL �� '"'" HVAC CONTROLS: TOP PLATES. J 2-16d COMMON CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5.TEMPERATURE SILL OR TOP PLATE FOOT SEE NOTE:1 section x:cenere„nf„",at;o" 0, ":'^"'-' ' CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER INTERIOR SOFFIT ON EXTERIOR WALL: Z °°`"° "" " ""' "" (FOR HEATING)AND/OR 85 DEGREES(FOR COOLING).THERMOSTATS USED TO CONTROL 1).SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. O ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: °"`� °"- ° U "- "•"- HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT 2).HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE NAIL SPACING NAIL SPACING AT INTERMEDIATE '� °° LEAST 5 DEGREES)WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER FRAMING INTERIOR SOFFITS OR UTILITY CHASES. ›- SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3).SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. LI Section 9:Requirements Checklist SUSPENDED OR REDUCED.SIMILARLY,HUMIDISTATS MUST HAVE THE CAPACITY TO CC 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3p �, • ;- .:- ° PREVENT ENERGY CONSUMPTION(SUSPEND OPERATION)BETWEEN 30 AND 60%RELATIVE W SEE NOTES:1 (BOTH FIELDS) aknate.awcse esme,e„e,te: HUMIDITY.HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR KNEE WALL SUPPORTING ROOF: Z 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO 1.1.1INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD ^�`"�°-°"^ �...;..: TEMPERATURE. PREVENT WIND WASHING. .� wR,". °--ors- ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN 2).IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 ^-"N:,"�.- ° I.,AI 1 '"" ^" °.� VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT GOWN,AUTOMATIC OR NOTES ^Q T, �. •".. �-r•o^ _ � GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. „ � ,°°n °: °: 3).PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR ...... ' DUCTS AND PIPES: WALL PLATE. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 9./A DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN ArLmese4Component Gne me Saw Retarder aseuireresses. UNCONDITIONED SPACES,AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE INSULATION: 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, ,.moi'i R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS 102.5.3). the 4 foot perimeter edge zone attachments required shall be used. DUCTS AND PIPES IN UNCONDITIONED ATTICS,GARAGES, BASEMENTS AND CRAWLSPACES FILL THE CAVITY: L MUST BE INSULATED.WHENEVER POSSIBLE,MECHANICALS ARE TO BE LOCATED INSIDE INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS,PLATES,SHEATHING 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. THE INSULATED ENVELOPE OF THE HOUSE. AND DRYWALL.IN CEILING AND FLOORS,IT SHOULD BE IN CONTACT WITH THE DRYWALL m For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. C �„ 3).Tabulated 4 inch o.c.nailspacingassumes sheathingto rafter/truss framingmembers with G>0.49.For o,. nw�""°�^°°.mom. R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. CUT AROUND OBSTACLES: ›- framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. �",: „' ": "` ' C'':`°" INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES:CUT AROUND `O Z WALL SHEATHING REQUIREMENTS FOR WIND LOADS: � �"a �= "�°" •�� � DUCT SEALING: ,b" „�",,,,,,,m, F.,"„n&Y I, t3fl%,,::n,,I,„,,,,",„",,,-" ELECTRICAL BOXES.LARGER PIPES AND OTHER OBSTACLES;AND SPLIT OVER CROSS 1- , ° „,"r R DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 503.3.4).ALL O L BRIDGING IN FLOORS.NEVER STUFF INSULATION TO GET IT TO FIT. NAIL SPACING NAIL SPACING AT INTERMEDIATE PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE Ct O SHEATHING LOCATION NOTES s�uon,:Conah st°cen»nt SEALED.ALL CONNECTIONS AND SEAMS(EXCEPT LONGITUDINAL JOINTS THAT LOCK) c_ CIL ATPANEL EDGES SUPPORTS IN THE PANEL FIELD DOCUMENTATION OF R-VALUES: C SEE NOTES:1,3(BOTH FIELDS) ° "" MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. FACED OR UNPAGED FIBERGLASS BATTS,AND RIGID FOAM INSULATION MUST BE a N 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. = -T �I' � "W^= TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS.TAPES MEETING O NOTE:2 FOR PANEL FIELD v""' """ """"° '" INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR UL 1818 MAY BE USED FOR FLEX DUCTS.DUCT TAPE IS NOT ALLOWED FOR DUCT . a) - INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 SEALING. ,"., P01,0 E,,,., ,,"..0» s: „ ACCESS OPENINGS: VJ NOTES WRITTEN MATERIALS: ATTIC HATCHES,SCUTTLES,PULLDOWN STAIRS,etc.MUST BE INSULATED TO THE L WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT SAME R-VALUE AS THE SURROUNDING AREA. t ` THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3).A LABEL REFERENCE V TO SUCH MATERIAL IS ALSO ACCEPTABLE. CATHEDRAL CEILINGS: 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 1).PROVIDE 1"CHANNEL FOR AIR FLOW ABOVE INSULATION,UNDER ROOF SHEATHING. .: be used. 2).PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Z G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. °S 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. "--• ',Z.:. DRAWN: MH/MS •.`� r'r<;e`':' SCALE: N.T.S. t•-!"- �t- 1:-.;\:',":''' JOB*: ' 'a z•- k� ,„r+::,; +, E--zt i+ December 14, 2006 * t SHEET NUMBER: WLLL*,EEF FEF'HI"Mtt R.,WS , .. ♦1 V7,1:4: fi!',VAIM 1.4 1 " AND 2" DOMESTIC RPZ ASSEMBLY NOTES 2a14- 10- 14 I . THE I " AND 2" BACKFLOW ASSEMBLIES WILL BE A "LEAD FREE" 22001144: 1100: 0 I �- x--24 CONBRACO RPLF4A205-A2F t RPLF4A208-A2F RPZ VALVE OR ACCEPTABLE SUBSTITUTION WITH UNLESS STEEL BALL VALVE HANDLES AND TRIM. THE RPZ IS ASSEMBLED WITH UPSTREAM AND FIRE SUPPRESSION RPZ VALVE NOTES f..� T M SHUT OFF VALVES. REA � � DOWNS • ��: � • °> ,,.�= •.; 1 . THE BACKFLOW ASSEMBLY WILL BE A 4" CONBRACO MODEL No. `` \:_.:..:, WITH 4ALF-200 LBF OR ACCEPTABLE SUBSTITUTION. THE RPZ 15 ASSEMBLED 9.ALL TEST PORTS WILL BE POSITIONED WITH A 30 INCH MINIMUM ,- : ` ' ' r 2. BOTH ASSEMBLIES SHALL BE LOCATED IN THE SAME VAULTCLEARANCE TO FACILITATE TESTING. RPZ TO BE MOUNTEDA � IN �� � ,� ` WITH UPSTREAM AND DOWNSTREAM 054Y SHUT OFF VALVES. AN AR .-" '-: . :: f' THE FIRE RPZ ASSEMBLY. HORIZONTAL ORIENTATION A MINIMUM 30 INCHES FROM THE CENTS `' ' ` GAP ON THE VALVE 15 NOT PERMITTED. - OFTHE ASSEMBLY TO THE BOTTOM OF THE VAULT. '�'�.��': .` ��'�''� '.:..�. WILL BE SUPPLIED AND ,-; ' ';-:',.;',.:',1,':: . : .` ..'.. . .: 3.NEW WATER METER AND SMALL VAULT � ' INSTALLED BY THE LOCAL WATER AUTHORITY ACCORDING TO THEIR 2.DUSTING 4 INCH UNDERGROUND SHUTOFF VALVE WILL REMAIN. I O. THE RPZ BACKFLOW ASSEMBLY WILL BE ADEQUATELY SUPPORTED TO ..;.m Y.:.,._;: r: ,".,. p� SPECIFICATIONS. UNDERGROUND CURB STOP SHUTOFF WILL BE ...,., aaco, t0 THE BOTTOM OF THE VAULT WITH THE USE OF DUC LUGS, NUTS, . "= m INSTALLED UPSTREAM OF WATER METER AND AN ADDITIONAL 3. MINIMUM WATER MAIN DEPTH OF 54 INCHES. CLASS 3000 ° ' " °� 00 SHUTOFF VALVE WILL BE INSTALLED ON THE UPSTREAM SIDE OF THE REINFORCED CONCRETE THRUST BLOCKING TO BE INSTALLED ON WASHERS, AND THREADED RODS THAT PENETRATE THE SLAB AND ARE :. .: : ,,- "B" ' a1,r 'q 112) WATER METER SETTING. HORIZONTAL PIPES INCOMING AND OUTGOING BELOW THE VAULT. THIS CONNECTED TO THE ASSEMBLY. THESE SUPPORTS WILL BE PLACED "�h"° '` .-*t---=�"" WHERE THEY WILL NOT OBSTRUCT THE FUNCTION OR ACCESS TO RPZ . . ° _wf. TE INCLUDES THE USE OF BOTH GRIPPER GLAND PACKS WITH THREADED _. ::.� :`� �a"°°` 4.UPSTREAM AND DOWNSTREAM RISERS FOR VAULT TO BE TWE "K" ROD AND DUC LUGS AS WELL AS REINFORCED CONCRETE. ALL THRUST RELIEF VALVE, CHECK VALVES AND SHUT OFF VALVES. ®.-- COPPER. PIPE RISERS MUST BE SLEEVED IN 2 INCH AND 3 INCH BLOCKS SHALL DEAR ON VIRGIN SOIL HAVING A BEARING CAPACITY OF „,, �'„y -" PVC THROUGH PENETRATION OF THE BOTTOM OF THE VAULT. 2000 PSI MINIMUM HORIZONTALLY AND VERTICALLY. 5.ADDITIONAL BALL VALVE SHUTOFF VALVES TO BE INSTALLED ON 4.UPSTREAM AND DOWNSTREAM PIPE RISERS TO BE DUCTILE IRON WITH THE UPSTREAM AND DOWNSTREAM PIPE RISERS. BALL VALVES FLANGED ENDS TO CONNECT TO RPZ ASSEMBLY. 4 INCH PIPE R1SER5 • ` : :' -- HAVE A BRONZE BODY WITH STAINLESS STEEL HANDLE AND WILL BE PROTECTED BY SLEEVING WITH G INCH SDR CONDUIT THROUGH ` - WILLL F T PENETRATION OF THE BOTTOM OF THE VAULT. USE SPRAY FOAM O FIL0 L ' ....ac. r;,*, IN SPACE BETWEEN PIPE RISER AND CONDUIT. IN A HORIZONTAL ORIENTATION - E INSTALLED RI ,�w -::..: .,::::.;:..:.... : � .-. ... 6.BRONZE WYE STRAINER `• . UPSTREAM OF RPZ AND DOWNSTREAM OF THE BALL VALVE SHUT 5.FLANGED ENDS OF BOTH THE UPSTREAM AND THE DOWNSTREAM 054Y ':4'::. : NZ OFF ON THE UPSTREAM RISER. SHUT OFF VALVES TO BE SECURED TO THE DUCTILE IRON FLANGE WITH A DZ FLANGE GASKET, STAINLESS STEEL BOLTS, NUTS, AND WASHERS. north o 7.ALL CONNECTIONS TEES, HOSE BIBS, IRRIGATION ETC. WILL BE INSTALLED DOWNSTREAM OF THE BACKFLOW ASSEMBLY. G.ALL CONNECTIONS TEES, HOSE BIBS, IRRIGATION ETC. WILL BE LOCATION MAP INSTALLED DOWNSTREAM OF THE BACKFLOW ASSEMBLY. to BALL FITTINGS, WYE STRAINER, RPZ, VALVES MUST MEET THE "NO S not to scale z LEAD REQUIREMENT. 7.ALL FITTINGS, RPZ t VALVES MUST MEET THE "NO LEAD REQUIREMENT'. Z 9.DOMESTIC RPZ ASSEMBLIES TO BE MOUNTED AT AN 8 INCH B.FIRE RPZ TO BE MOUNTED AT AN 8 INCH MINIMUM FROM THE BACK OF 0 MINIMUM FROM THE BACK OF THE VAULT. THE VAULT. ~ GENERAL NOTES 10. ALL TEST PORTS WILL BE POSITIONED WITH A 30 INCH MINIMUM !I . THIS SITE PLAN WAS PREPARED FROM A SITE PLAN PREPARED BY JOHN J. CONDOM, P.E. r CLEARANCE TO FACILITATE TESTING. 1755 SIGBEE ROAD, MATITUCK, NY 1 1952, DATED DEC. 1 I , 2012. L--- 11 . RPZ TO BE MOUNTED IN A HORIZONTAL ORIENTATION A MINIMUM 30 INCHES FROM THE CENTERLINE OF THE ASSEMBLY TO THE 0 BOTTOM OF THE VAULT. 2. THE EXISTENCE OF OTHER UNDERGROUND UTILITIES ARE NOT SHOWN. z 12.THE BACKFLOW ASSEMBLIES WILL BE TESTED ANNUALLY. 3. THE ARCHITECT HAS BEEN RETAINED FOR THE DESIGN AND APPROVAL OF THE ASSEMBLIES SHOWN FROM THE LOCAL WATER AUTHORITY. PERMITS FOR THE Cf PRECAST CONCRETE VAULT NOTES6,,,‘ CONSTRUCTION OF THE FIRE SPRINKLER SYSTEM AND THE ADDITION REQUIRED BY 0 OTHER AGENCIES HAVING JURISDICTION ARE THE RESPONSIBILITY OF THE OWNER. THE z I . FIRE RPZ AND DOMESTIC RPZ ARE TO 8E LOCATED IN THE OA �� ARCHITECT HAS NOT BEEN RETAINED FOR APPROVAL FROM ANY OTHER AGENCIES /�`� 6' OTHER THAN THE SUFFOLK COUNTII' DEPARTMENT OF HEALTH AND THE SUFFOLK d' SAME VAULT. VAULT TO BE CONSTRUCTED BY LONG ISLAND PRECAST 20 5TRITZ ROAD, BROOKHAVEN, NY 1 ! 7 19, PHONE I, AND / �L COUNTY WATER AUTHORITY INCLUDING THE TOWN OF SOUTHOLD AGENCIES. ENt C G3 I .286.0240. PERFORMANCE REQUIREMENTS FOR VAULT EXISTING CURS �f A85EMBLI MUST MEET THE FOLLOWING 0 5TOP spur orr MUM STOP / FOR THE BACKFLOW5t'1UT-OFFNALV \ ROA / \CRITERJA: -J� VA"VE MAIN rD 4. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION SUPERVISION. •PROTECT BACKFLOW ASSEMBLY, PIPING, AND PLUMBING APPROXIMATE LOC - - APPURTENANCES FROM FREEZING BY RAISING GRADE AROUND �xAcr WATER PROPOSED I•AND 2° 13 ,[� ENTIRE VAULT AND INSTAWNG HEAT TAPE ON ALL COMPONENTS WATER aZIMY-gJyQ x° � SMALL WATER METER - e • 5. NONE OF ASSEMBLIES SHALL BE LOCATED COMPLETELY UNDER THE SLAB. , , LLI OF THE ASSEMBELIES. _, I1rI5TVAULALLED T AND MEl ER 7 6. ALL WORK.TO BE PERFORMED ACCORDING TO THE NYS PLUMBING CODE AND ALL n / •FACILITATES DRAINAGE FROM THE MAXIMUM DISCHARGE FLOW INSTALLED i"tz3 _ l THE FIELD "-- 6 WA'[ERNIAIN TO �� 5 89° 52r � � ,�� � , fbOTHER AUTHORITIES HAVING JURISDICTION.RATE FROM THE RPZ RELIEF VALVE AS SHOWN. gBANDONED 20j .. I o 01 INCORPORATE PROTECTING THE ASSEMBLY, PIPING, AND IN PLACE ROPE LINE D8.42' N 6g ''`- I o Q •MUST I in!^ •""""'�"� *■• I � � ~ 7. THE CONTRACTOR HAS THE OPTION TO SWAP THE LOCATION OF THE FIRE u," PLUMBING APPURTENANCES FROM THE FREEZING EFFECTS OF EXISTING 4" FIRE 4 !� ExIST�NG • CONCR R�A1NI WALL [ SUPPRESSION RPZ ASSEMBLY WITH THE DOMESTIC RPZ ASSEMBLY WITHIN THE VAULT - THE WIND. PROPOSED 2' DOMESTIC I• DOMESTIC WATER LINES -------110 y � r 1 1 r IN THE FIELD IF FACILITATING INSTALLATION WARRANTS. ALL CODE REQUIRED D *MUST PROVIDE RODENT SCREEN. Ep UNDERGROUND `,� PROPOScis �'' ` `r �,_,� r -� CLEARANCES MUST BE MAINTAINED. THE VAULT WILL BE PLACED NEAR THE RETAINING 2 crwc SERVICEWALL AS SHOWN. THE EXACT LOCATION WILL BE DETERMINED IN THE FIELD BY THE Z 2.PRECAST VAULT TO BE INSTALLED A5 SHOWN ON THE SITE � \ �� ` \ lL.�ct$rSANITA�r 5��j � '( �' J �' --� 1~-- -�%_._. � � � f [� �� PLAN. FINAL LOCATION TO BE DETERMINED DURING , --/ -,, / r- �, ,- -� r -- CONTRACTOR AS NEEDED TO FACILITATE THE INSTALLATION. IN NO CASE SHALL THE 0 Z z EXISTING SANITARY SYSTEM----, �'� ,f MI.. ' Mpr ` m ( ', --,( 1 ! I- _f L_ "-. CONSTRUCTION. 1 1 ,� J , �1' r --1 WATERLINES BE INSTALLED CLOSER THAN 10' MINIMUM FROM SANITARY SYSTEM }-- C� i a, P_ASG ter -. / , ._ j r- -� STRUCTURES. 3.THE ASSEMBLIES WILL BE ADEQUATELY SUPPORTED TO THE SEE �- 7 �, r VAULT WITH SPLIT RING HANGERS, KINDORF, OR EQUAL STEEL - >y \ , - r-- ter-- -�i--- � NG 5ANITART3 E / �' SUPPORTS. THE SUPPORTS WILL BE PLACED WHERE THEY WILL SHEET �i [ la / -* , / \ ---+t._. ____p___ r 1 r_--1 r- 8. CONSULT AND COORDINATE WITH OWNER WHEN SHUTTING OFF WATER SUPPLY WHILE t� NOT OBSTRUCT THE FUNCTION OR ACCESS TO RPZ RELIEF \ J / Mll,r I r L. L_ __1 J PERFORMING WORK. Q z C5 VALVE, CHECK VALVES AND SHUT OFF VALVES. A2,A3 _I t 1-`- -1 r- --r r-- I '~ ~ <C [ k';.. 1--- r �' ' 9. ONCE THE NEW FIRE UNE RPZ ASSEMBLY IS INSTALLED, THE FIRE SPRINKLER SYSTEM u� 4.ADEQUATE ELECTRIC SERVICE WITH A DEDICATED CIRCUIT WILLE 4M ` y �` j [ 1 MUST 13E TESTED AND ADJUSTED TO ACCOUNT FOR ANY VARIANCE IN THE DESIGN ' / O BE INSTALLED UNDERGROUND FROM THE MAIN BUILDING TO 14. ENCLOSURE AS PER NEC REQUIREMENTS. ,� DCISTING WATi ° � \ I DENSITY OF THE SYSTEM DUE TO THE NEW RPZ ASSEMBLY AND LAYOUT. ALL METERTO DE REMOVED I5TING STORMWATER- I iL., W � SYSTEM INSTALLATION AND TESTING 5l1AL1. BE DONE BY A QUALIFIED FIRE SPRINKLER TESTING 0 � U 5.A GFI OUTLET WILL BE PROVIDED ON THE LEFT OR RIGHT SIDE 5\ i AGENCY AND ACCORDING TO NEPA REGULATIONS LATEST EDITION AND THE LOCAL FIRE ^ � t� OF THE RPZ A MINIMUM OF 35 ABOVE THE BOTTOM OF THE Q N [ 1 MARSHAL REQUIREMENTS AS REQUIRED BY THE NEPA. 5 L .. u- VAU LT. GPI MUST BE INSTALLED I N AN APPROVED OUTDOOR ,. - I , WEATHERPROOF BOX AND COVER THAT FULLY ENCLOSES 130TH ( \ \ � 11.! () 0 PLUG AND OUTLET. " ` 1 ` ` -- -- . EXISTING �, ( b \ 10. CONSULT WITH THE LOCAL FIRI_ MARSHAL REGARDING THE NEED FOR THE FIRE 0 ur , [ ( 1 LO / DEPARTMENT CONNECTION AT THE STREET. _ G.THE RPZ BACKFLOW ASSEMBLY WILL BE PROTECTED FROM z , RESTAURANT _.___ / I in ' --'1 N --s ~ , FREEZING BY INSTALLING HEAT TRACE TAPE ON ALL PIPING, 1 4 ` ( .1 VALVES, AND RPZ. THIS INCLUDES SECURING HEAT TAPE INTO SATE PIAN C)F PVC CONDUIT RISERS WHERE THEY PENETRATE THE CONCRETE m 0 HEAT TAPE TO THE FIRE DEPARTMENT PROPERTY . SLAB AND SECURING � cfl CONNECTION IF IT IS REQUIRED. ADDITIONALLY, A THERMOSTAT A CONTROLLED SLAB MOUNTED HEATER SHALL BE PROVIDED TO e FOR _ __ ATELY HEAT THE VAULT TO PROTECT IT FROM FREEZING = ___. .._..... �'� LJ HEATING = MILL CREEK INN ANCA ISA I � , � . , A SAFE T COVER SLAB MOUNTED BY THE USE OF SYSTEM MODEL HCHSI 1000-240 OR HCH511000- 120 IF A 240 . _ VOLT CIRCUIT IS NOT AVAILABLE. MOUNT BEB HEATER THE RP'Z ` `"/ SITUATE tittif '`DIRECTLY ON CONCRETE BUT NOT RE - 1 f: iN� ~ RELIEF VALVE. SEE MANUFACTURERS INSTRUCTIONS. i G4,300 MAIN ROAD (NYS 25) 5 ,�` ° nort e � � 7.MOUNT THE THERMOSTATIC CONTROL FOR SLAB MOUNT TOWNOF SOUTH OLD5(/--I L05 - Aire OF W HEATER IN AN AREA WHERE IT 15 ACCESSIBLE AND WILL NOT GET SITE PSUFFOLK COUNT --Y NEW YORK WET. ( � 8.U5E SPRAY FOAM TO FILL IN THE SPACE AT THE TOP SECTION I� SCALE: Iti = 20' --- ----___�__ INSIDE scale : I 20i R ��� r�__">> - .�ti, :0114 r, � t IT A D THE PIPE RISER. HEAT TAPE l ii iOF THE Pvc coMDu M � .C.T.NE . N0. IOOO -OCG--p�-- J-i-i----2-, n ARA THE PVC CONDUIT WILL ENSURE THE PIPE RISER THROUGH THE ' ‘ BOTTOM OF THE VAULT WILL NOT FREEZE. AREA = 3 .009 ACRES [i _�: r�ov - ; ; 9.THE VAULT MUST BE SET ON A MINIMUM OF 12" OF ------ -- COMPACTED RCA OVER 98% COMPACTED CLEAN FILL TO ,' PREVENT THE VAULT FROM SETTLING. T - OO ITR C1 KOTCS Q CONTRACTOR NOTE: TIC AS .'ll " C A M '"I. NONE Off`Tt1E A38EM®L[E5 1 1 Or 6' O7 Tic WALL OP T1' VAULT. SHALL DC LOCATE? UNDER THE NOTE CONSULT FIRE MARSHAL IF 1 I INCRIMSE THE DSTANCE A5 TOE'SIA13. 1AGNENGINRTOPRfPARPLAN5 NECTION IS NEEDED. SPRINKLER. 1 '' , HS� / 2014- 10- 14 9O THAT Or TIC �ARS B 0-0"0" 1 ANDValves W 2014- 10-24 Mae/T . • SPECIFICATIONS FOR CONNECTION EASED I APPROXIMATE LOCATION1 ON FIRE MARSHALS COMMENTS. 1 1 Or WATER MAIN, VER1r"It EXACT SHEET hi► blame -14-- 1 LOCATION WITH WATER AUTHORITY LEAD FREE* a: - 1 AND IN The — - 1 EXISTING CURB 1 MELD Model RP4A & RPLF4A-- Reduced Pressure Principle� � 0� FERE DEPARTMENT STOP SHUT=OFF I Bacldlow Preventer - jir . ONNECTION AS VALVE 1 1 TEST -A — Ierpresestreir f': a • 11 0 PER NEPA 13 IF 1 cock #2 4 Nk _ (-4"0 AN. r ,-, r`* 11 NEEDED _� — — ire 1 f;,.,. 41 It) — — 41)) 4- — 11 # 1 ., „-... 114-..t.iiii; - "�y...:,:.� 04.46 MD0.1i.�. ,. iAll _ __ __(---1_11_0_ -- — — \-_ .4.- ' .Luk • , •,, ,..,i' — i1/ r16_ _ — __ __ .__ _-7=.7... _::1 .-:_ — — — — - 1 11 1 The ASPECIFICATIONS Model and RPLF4R Lead Free' Reduced Pressure Backflow Preventer A Serres de d N �?, ` rr►iarrr,ar,protection of the potable water supply,die to back-siphonage«bxkplessure from substances CO l-- u-+ '~ /” �' LJ PROPOSED I ' AND 2'CURB 1 PROPOSED WET TAP than are haaardous to the potable water supply.The top accessed modular check valve cartridges captured springs, seats, arid reversible Made In l .� \\ �, z ! - ` STOP SHUT-OFFVALVE 1 CONNECTION BY ball velYeshuboilswietlr >nsilicone � ""'°��' assembly {n TO BUILDING \\\ STEL A�_____ "I ° H f MIN . sYa DRAIN 1tonwa.rarRyr. - '�I \ o -- 1 WATER AUTHO �ti \\ II mi t� o C� �• -- .... 1 1 RlTY \ 0 ��DE� Z O 441 ` 1 1 FEATURES PERFORMANCE RATING STANDARD MA r-i \ 8 ! 1 1 III �� - - } • Low pressure buss documented by - mardmum Working Pressure.175 psi - iPartw�e MATERIALS LIST I \ ? — -\-- - t i - - - _ — �t � TemperatureRang :33`F-I81l•F \ - -- Y F>sgy removable modular d reds valve Body,Caps Bon 084400 or E artridge CB9836 Lead free" " \\\ L R 'rD. $j fl' 1 b� DRAIN I i 1 - step APPROVALS - Bann C84400 or Nit \ shutoffs w�5S Iaarrdes&nuts - A55E 1013 $Y Shutafl5,Test cods V 0871103 lead Fryee \ 1 1 -- CSA 964d thectlialveCart Cartridges Glass-Reed PPO ,-�_ l Illr ■ I�= I — — — - - — — __1 •40\ _ tL- - _ _ — — Top-mounted test cocks eas.+testln - tMMo g _ !— — _ - • Modular reef valve 9 • Approved by the Fandatlon for Crosse 300 Series 5ta4rlessEteel ` —� • C1,4ora nI e-resistant Canrkctior,control and itydrau4ic Researdr Chloramine-rsistantMame Ad, I I 1 1 1 •• i spece la al tools rimed entre University of Southern CahfamFa O-rbgs Chl©ramliie-i rt ITIN _ 1 PROPOSED ! " AND 2" 11 1 • Horizontal Installation Z 1 SMALL WATER METER 1 1 A A 1 VAULT AND METER INSTALLED 1 1 DIMENSIONS Z FLAN A `ri�M� BY WATERA AUTHORITY 1 1 I in- • I q PROPOSED 3ED 4r DOMESTIC RPZ 1 I 41►-213- VY 1O-7A 7.318 7-1/i 1-74 3-114 3-7/8 ' 6.9 1 ,t1R4_1x . lie II tea 1<11) 7 11! 1 lit 1-117 L712 Q 7 C W. , + 0 "'� VALVE MODEL No 4ALI=20A-d'7 1 $1-216r 1444 9-10 a 3-1� IC Scale. $ 4 4 }1-7 WITI1 �'VALVES OR 1 1 sir ger r-r►4 r► rel n s►� ins sus r►1 rsra 4 ss.b " F ��f`��^ 1 1 s;Sri l 1 11?- II i,1LCf4 CLWE S lie 1,►7 [1111 ` lj, 1 SUBSTITUTION _._._._ 1 1 t4 $*2F, 2" 20-1/14 12 R 11 5-7I$ 5 , 6 245 1 .� -- A NOTE CONSULT FIRE MARSHAL IF 1 i = ONNECTION IS NEEDED. SPRINKLER •� DESIGN ENGINEER TO PREPARE PLAN5 AND 1 It s �- • D LY SPECrFICATIONs FOR CONNECTION RASED L. . I � �ON FIRE MARSHALS COMMENTS. 1 .-Al,r _ IR #3 COLI , V P * •LEAD Fly The*vetted surfaces of this product shall contain no more than 0.2596 lead Apollo Valves,Mdar adored by[oahreco Industries,Inc. w _ , - ��� 411FIRE DEPARTMENT by►►ecarrw;�+Fed��rlg,�ictaw t7t3aaanrsr3„dpo,Yyaa sol Mmttews rwnt►+til tom.Matmevs.rc zalas use ' 'Cilltuast_ �! >po l the I noal x105 USoC..0 pr ipli*Irig_1,11 •F ONNECTION AS ll__ and rrstid V VE PE N -•-�. R FPA 13 IF I t4s# aPw�ld�vra�r�lual,0daMus.e 'Y it H rl+gortrrreasksoam.ammo awtl►lrratowoeAbea m ,, -- . NEEDED r �eiaretrasri�r�9rit Meek* AJRE!•EitTS Iiillikri77rieiiiiiiit IM - S513d1�06114Pa2e1ef2 r►,r7i INDUSTRIES TWO 6"t3 SCHEDULE qo DRAIN PIPE Th J EXT. — 0 .tea. �,am env ,. _ 41WALL WMI-RODENTSCREEN AND WIND GUARD. ,c`T_ 4cti.,: TE D4AtOV. Sites • . _.... t 'I'D. _ , _ I • !�,. U??0=vamp r5 _�� •- _ U BTTA L SHEET i 1 6 El i PROVIDE N. _ \ LEAD FREE* CV Yr OCKOUT = L. —Model RP4A RPLF4A-- ,� .� EXISTING CURB Reduced Pressure rindpie Backflow Preventerii s— ta 2 u_ -�STOF SHUT—Off FACTORY ODE L VALVE R' x EXISTING --_ ,\ T-SI IEk SIZE 3llt►T 4R YALIrES , •67 44 =Nen-lead free 0 II=line(Statile4 0 3= 1/2• 0 A2=Alibi yds ❑ ab.t= IST ❑ mat=sundard SS liirlile onion 0 0 >% duel ----°----RETAINING VLF=Lead Fire ❑ 1=11914-Sumner ❑ 4= 3/C rilandalt r, ❑ u-c.d >el�rwr�nrr-rj /� POO ❑ 5= 1' © M=rrhai«,tad 0 F= SAEp z ElIVATION A L\ WALL ❑ 6= 1.1/4• t j NI V , V.I.F. © $`�'�'Scale: 3/4" = (- �A —I a- l. FLOW CURVES 0 a htetex Ind!lour FLOW "P"'" FROM WATER MAIN 20 is*ter Min sr I"'- Z D 4 i _ FLOW IN STMT '11- .._ qC TO BUILDING `�- 9 11! , ,a , : - ;i- ,4*--.4- I-4 SZ 0 HO !` , rte_ NMI 11/__.) - t61tu `+' e � +�': - Iii W km 0) U 0 S ,y TS 20 25 90 ad 40 j+' (HORIZONTAL) LIR OP ft.Ow VOLUME OF THRUST BLOCK + t S BEARING AREA OF THRUST BLCICKS IN SQ FT _ IN YDS (VERTICAL) VERTICAL BEND w Q 0 7 641' ispstve LLi FITTING 45° 22 1/2° I 1 1/4° PITTING BEND ANGLE - - - _ '° �+ SIZE TEE 90° BEND BEND BEND BEND S[ZE 450 22.5° ! •25° FITTING ROD NOTES: il tS I. •• • ._.� .S I .G) I .O _ I .G) 4 1 . I a.4 "0.2 SIZE SIZE EMBEDMENT 12.4-.� r --; ----_.r—• „K• ,..�.i ,�� r LEAD FREE The wetted surfaces of this product • �110a .; t° shall contain no more than Q 2396 bead bar weighted .-. 4 I .3 I ) THRUST BLOCKING AT ALL TEES, BENDS AND . , , <<r -i• :p 4 VALUES BASED ON 200 PSI WATER PRESSURE AND 2000 PSF SOIL BEARING CAPACITY 4"- 12" #6 30" ENDS OF PIPING - - �__,____ a Comptes ►t�iedar+alPerbilrcfh, rr~r.r o ,o xn 30 of ao 60 TO a en 100 ANSI 3rd pariY aPProvpd msdIj i r ' t ; •'. • ,`s;7 i I .` �' " 3 „ 2) CONCRETE BLOCKING TO BE POURED AGAINST OF Flaw(MI) i,l`. I - I G #8 C UNDISTURBED EARTH RP4A Curves developed horn- independent approval agencies sous!tests-Consult factory for details_ . ,. _ .. . .. ' irjeli ��f.r ,/\% >ir, \ 3} ALL CONCf TE TO BE CLASS 3040 a ��� ��� a{ . .. . J�f\\/ --��_�MI ndikatei rated flow as determhled.by F ' ► \� ,y��jf I_ 4) I N STALL 12 M I L TOTAL TH I C KN ESS POLYTHENE SHEET !, 1 �r l �Il.�� WI � s Wiser is tFie t,�pical mairkn rn Plumbing , �� . r j 4 I/ „e_ < �i � AROUND FITTING. SECURE SHEET ENDS TO PREVENT ,� � ��� =�� '" _..__.. . , !!f t I. /til.: . [ri ,0 i;: . '> .,.��%i���.��� '� INFILTRATION OF DIRT BEEN SHEET AND FIDE � 'M�=r OA! ''' o v FITTING PRIOR TO POURING THRUST BLOCKIN�� >,� al 40 60 50 100 ,� �,IIIIII ,� �� f�� \` • o r' '�' ° - ° /\ 0.7 te.r ��?> AIoTt►r.`��1 f . _ m D BOLTS t Apollo vel .Manufactured t; Industries,Enc a k_ __ / \� 5) PROTECT MECHANICAL JOINT FOLLOWERS AN °°'�%\ •o 1 /\/\ • .° ] o �� , '+ 7tit MatihelKS Mkrt Hifi Road Matthews MC 261A5 t)511\ •• __- ,\ \ \ �_`� \ FP,OM CONG',RETE IN(TH TEhIIPORARY FORMS ANDr„r�rorr,1, , 1. 0 o °°°• ° . 0 • o • '��/\// :, ° 1 � \� POLYTHENE SHEETING SEE NOTE 3 \ o p o ♦ `hf / >�skaraterWrrrw■r.yceaubie�4stt>sren�ctad�ew> +► lss� arare.,dwtdrarbru�� \ \� ° • ° d '`! '/ / againMsioirsoddmp6fiimpst Ne,> rsrim5,*mgFrestwhir. .,�froargemet![�iefirbrYN*. ,. . •_„,. ,,,y _ n Yom° . ,� T \\�\fit ` �\�f\\��\ . l'A i moms. ,,\\ /, W- ,��:f ��'N.,�, ,�,..�` THRUST BLOCKING DETAILS SS13810OkPar2112 40111.1411N, //\\ BEND TEE A 26 VALVE : AND Aki6, F31 N D �y II DOMESTICI Z VALVE P o Ot • �'' ACCEPTABLE SU 5T m ® aiti ikap" ��.Vaves STANDARD MA_ TERIALS UST Valves f r l i i r Tett]ionicMaterial SUBMITTAL SHEET' SUBMITTAL SHEET ►(214"-n _ 304 Stainless Steel LEAD FREE SUBMITTAL SHEET _ Jol oca Body(10"&12") FDA Epoxy Coated Ductile Iron �,�: LEAD FREE OWNS cry-filed Model RPLF 4A1_7_,,..,, EA ': Model RPLF 4A ---- Cover(�") - 3D4Stainless Steel Model RPLF 4A Reduced Pressure Principle Backflow Preventer t (lo�&tr7 FDA EpoxyCoaxedDitc6iel<at Reduced Pressure Principle Backflow Preventer .F f; Reduced Pressure Principle Backflow Preventer t Valves Bronze(C89836lead Free`) t►. PO Number:COCK �+ is CllecicValves (2ass-fikdPPD/Bron7e([89R36 CO #Imp- 3 #4 . .. �� FLOW CURVES (2%" teadFiee")/StIlesssleel diT• k� F I # 1 '4 114 , l�l, - Springs Stainless Steel 1 E(MAX) E ()Meter Rated Flow SeatChloramine-resistant Silicone . Discs - " lug - /2; • :: 2014- 10- 14 1® 2014- 10-24 E ---E j a7}a BILCO FLOOR ACCESS DOOR MODEL JD-4AL SPECIFICATIONS ~ >,y*, y Standard Sizes and Shipping Weirghts A BILCO TYPE JD-4AL DOUBLE LEAF FLOOR ACCESS DOORS ARE CONSTRUGIW WITH A CHANNEL FRAME Lt FOR USE IN EXTERIOR APPLICATIONS OR IN THOSE SITUATIONS WHERE THERE 15 CONCERN OF WATER OR Floor AcceNss Doors With Drainage Channel OTHER LIQUIDS ENTERING THE ACCESS OPENING. TYPE JD-4AL FLOOR ACCESS DOORS FEATURE •'"` -- Lr __#_ 1 - L_ _. 1 - 1 --_-_ L_ __.1_. 1 _ 1._ - ! I Cr()) ALUMINUM CONSTRUCTION AND ENGINEERED UFT ASSISTANCE FOR EASY ONE-HAND OPERATION. r I { AVAILABLE IN A NUMBER OF STANDARD SIZES AND SPECIAL SIZES CAN BE SPECIFIED TO MEET UNIQUE uy, • ;�. I- _� CV ACCESS REQUIREMENTS. FOR MORE INFORMATION, PLEASE VISIT OUR WEBSITE WWW.BILCO.COM ORS , : TI I �j CALL I -800-36G-6530. L- -1 SECTION 083100 , .Vet,°i . P10001,074;1 1 I 1 I GO FLOOR ACCESS DOORS (BILCO TYPE JD-AL) ' -:.• y' 4 t" ` �; ."§'� r ^1" ''' " I- SIZE . �� ke..,,,......� . . STEEL fi T 44y�. • � ..���:q.�: r{�4�. r;. lam q...., 4 k�a�j•y£•'y ������t PART I - GENERAL - ,: . :. .u•, , W � .� i. 7� �� 4!'x1 r L '�'•-kF s Y . I SUMMARY � .� � ��# � � � � Y � Li) x length) •, , � �; �� ' I A. WORK INCLUDED. PROVIDE FACTORY-FABRICATED FLOOR ACCESS DOORS. -emsight L OPENING PER -1-- -i I .2 SUBMITTALS inches mm ". . �r ' �' �'�o eI# I I I 0 7t a,.�c nn fx��� : . { ; s< abs. �c BILCO INSTR WARRANTY: SUBMIT EXECUTED COPY OF MANUFACTURER'S STANDARD WARRANTY. 1 t _� �`` n ':, xi•} ''x i t I �1 IA.3 QUALITY ASSURANCE �� t I. `iii, -.;") ; v0 Pc f , `iS.' : I I .._. A. MANUFACTURER: A MINIMUM OF 5 YEARS EXPERIENCE MANUFACTURING SIMILAR PRODUCTS. Reinforced fora 300 I t sD x 6D 1524 X 1524 b�, .•,key, ��,r , er+.. g � YF L -� 'fir �` #4 REBAR GRADE 60 STEEL I I 1 Nz B. INSTALLER: A MINIMUM OF 2 YEARS EXPERIENCE INSTALLING SIMILAR PRODUCTS. (1464 Iglm2) Live Load 1 © G' O.C. EACH WAY ON BOTTOM L II- L J DZ MANUFACTURER'S QUALITY SYSTEM: REGISTERED TO 150 9001 :2008 QUALITY STANDARDS AND 12 EACH WAY AT TOP I L I 0 INCLUDING IN-HOUSE ENGINEERING FOR PRODUCT DESIGN ACTIVITIES. a I 1- �' I .4 DELIVERY, STORAGE AND HANDLING BILCO FLOOR ACCESS DOOR MODEL JD-4AL I- +- I I w DELIVER PRODUCTS IN MANUFACTURER'S ORIGINAL PACKAGING. STORE MATERIALS IN A DRY, I- - 1 PROTECTED, WELL-VENTED AREA. INSPECT PRODUCT UPON RECEIPT AND REPORT DAMAGED NOTE: ALL MOUNTING HARDWARE TO BE TYPE 3 16 STAINLESS CONTRACTOR NOTE: L 1 L J z MATERIAL IMMEDIATELY TO DELIVERING CARRIER AND NOTE SUCH DAMAGE ON THE CARRIER'S 55 . NONE OF THE ASSEMBUES I 1 1 I J_ 1 till I 1 z FREIGHT BILL OF LADING. STEL WHETHER IT CAME FROM TI1E MANUFACTURER OR NOT. SHALL BE LOCATED UNDER THE L 1 _ L_ ___1___ _L _ L_ _ — _ I_ J O 1 .5 WARRANTY TOP SLAB. MANUFACTURER'S WARRANTY: PROVIDE MANUFACTURER'S STANDARD WARRANTY. MATERIALS A f Ir Q 11 A SHALL BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF TWENTY FIVE YEARS r________ #4 REBAR GRADE 6D STEEL PLAN FROM THE DATE OF PURCHASE. SHOULD A PART FAIL TO FUNCTION IN NORMAL USE WITHIN THIS Gat 1i 6' O.C. EACH WAY ON BOTTOM L PERIOD, MANUFACTURER SHALL FURNISH A NEW PART AT NO CHARGE. X-C)---vb� XAND 12* EACH WAY AT TOP L PART 2 - PRODUCTS _ - - -� _ -- �_ — _ �— _ - -a � 0 2. I MANUFACTURER ` � — � —' Z BASIS-OF-DESIGN MANUFACTURER: TYPE JD-AL ACCESS DOOR BY THE BILCO COMPANY, P.O. STEEL REINFORCED 0 I- — -"` _ - - - _ �_ y - �. _ _ _ , BOX! 203 NEW HAVEN, CT 06505, 1 -800-366-6530, FAX: I -203-933-8478, WEB: PRECAST CONCRETE _ _ ELEVATION < I— WWW.BILCO.COM. VAULT NO BOTTOM. 4 - azaz POUR 3000 P.5.1. CONC. ^ RI' , Z DETAIL Of SLAB2.2 ACCESS DOOR BOTTOM 1N FIELD REINFORCED WITH �!�' . , , --�- ,I� � � UINFORCEMENT .�„r„ (�FURNISH AND INSTALL WHERE INDICATED ON PLANS VAULT ACCESS DOOR TYPE JD-AL SIZE WIDTH sxs WWM SEE NOTES SHEET AI K o::. ►� iii . "� X LENGTH 60'x . LENGTH DENOTES HINGE SIDES. THE FLOOR ACCESS DOOR SHALL '0 ,�1' 90 ,,. Scale. 3/4 = I1-0" OZ t BE DOUBLE LEAF AND PRE-ASSEMBLED FROM THE MANUFACTURER. A. PERFORMANCE CHARACTERISTICS: - NOTE: SLAP I5 DESIGNED FOR NON-TRAFFIC 'd- COVERS: SHALL BE REINFORCED TO SUPPORT A MINIMUM LIVE LOAD OF 300 PSF (I 464 KG/M2) - OPEN TO A -- WITH A MAXIMUM DEFLECTION OF I/150TH OF THE SPAN. 0 BELOW - 0 '�� .s REAS I OPERATION OF THE COVERS SHALL BE SMOOTH AND EASY WITH CONTROLLED OPERATION CD _I 1 - i THROUGHOUT THE ENTIRE ARC OF OPENING AND CLOSING. I ' n 1 . OPERATION OF THE COVERS SHALL NOT BE AFFECTED BY TEMPERATURE. PROVIDE VAULT MANUFACTURER II- - - FRAME WIDTH + G" •— El n ° U~ 2. ENTIRE DOOR, INCLUDING ALL HARDWARE COMPONENTS, SHALL BE HIGHLY CORROSION RESISTANT. U WITH TEMPLATE OR DOOR FRAME ---------„, I/ /FOR CASTING INTO SLAB CONSULT I I t /7 1 'Q) PVC DRAIN TO ' ' v_... D. D. COVERS: SHALL BE 114 (GMM) ALUMINUM DIAMOND PATTERN. u t 11 DAYLIGHT OPENING FRAME: CHANNEL FRAME SHALL BE EXTRUDED ALUMINUM WITH BEND DOWN ANCHOR TABS AROUND 4 .--, , -� WITH VAULT MANUFACTURER ( _ THE PERIMETER. I , / WITH RODENT SCREEN Z C.) HINGES: SHALL BE SPECIFICALLY DESIGNED FOR HORIZONTAL INSTALLATION AND SHALL BE _ jL4‘ / DO NOT DRAIN TO CZ 6� ❑) TOP OF 1 ` J INTERIOR OF VAULT Q THROUGH BOLTED TO COVERS WITH TAMPERPROOF TYPE 31 G STAINLESS STEEL LOCK BOLTS AND < 'Las SHALL BE THROUGH BOLTED TO THE FRAME WITH TYPE 316 STAINLESS STEEL BOLTS AND ~ ��� I l LOCKNUTS. - DOOR CHANNEL DRAIN _ EL:,. 12'QS PVC DRAIN TO �V0 DRAIN COUPLING: PROVIDE A I -1/2 (35MM) DRAIN COUPLING LOCATED IN THE RIGHT FRONT DAYLIGHT OPENING 114-7,;111011=1111.11 .0111111118 j mminVA! z Z CORNER OF THE CHANNEL FRAME [NOTE: CAN BE PLACED AT A DIFFERENT LOCATION IF SPECIFIED]. REEN WITH RODENT SC / �-� LIFTING MECHANISMS: MANUFACTURER SHALL PROVIDE THE REQUIRED NUMBER AND SIZE OF WITH / A _ COMPRESSION SPRING OPERATORS ENCLOSED IN TELESCOPIC TUBES TO PROVIDE, SMOOTH, EASY, NOT DRAIN C 0 ui Z AND CONTROLLED COVER OPERATION THROUGHOUT THE ENTIRE ARC OF OPENING AND TO ACT A5 A INTERIOR OF VAULT - • / PLAN OF SLAB WITH0I IT DCVO -- -'—�'. CHECK IN RETARDING DOWNWARD MOTION OF THE COVERS WHEN CLOSING. THE UPPER TUBE - - I. I-- SHALL BE THE OUTER TUBE TO PREVENT ACCUMULATION OF MOISTURE, GRIT, AND DEBRIS INSIDE .... - scale: 3/4h1 = II-0" ® r _ , , nsZ' F- THE LOWERTUBESHALL INTERLOCK WITH A FLANGED SUPPORT SHOE - n THE LOWER TUBE ASSEMBLY. FASTENED TO A FORMED I/4" (GMM) GUSSET SUPPORT PLATE. - - I : N � A REMOVABLE EXTERIOR TURN/LIFT HANDLE WITH A SPRING LOADED BALL DETENT SHALL BE r' " CONTRACTOR NOTE: I // �C PROVIDED TO OPEN THE COVER AND THE LATCH RELEASE SHALL BE BY A FLUSH, / b - I to GASKETED, REMOVABLE SCREW PWG. NONE OF THE ASSEMBLIES i / A SHALL BE LOCATED UNDER THE \ / E. HARDWARE: TOP SLAB. - I \ / HINGES: HEAVY FORGED TYPE 3 16 STAINLESS STEEL HINGES, EACH HAVING A MINIMUM 1/4" (GMM) • 0• • . uJ DIAMETER.TYPE 316 STAINLESS STEEL PIN, SHALL BE PROVIDED AND SHALL PIVOT S0 THE COVERS — • mi . - _ U-TN ii immaim ulliall Li) U DO NOT PROTRUDE INTO THE CHANNEL FRAME. • r .. ,- 5 it COVERS SHALL Be EQUIPPED WITH A HOLD OPEN ARM WHICH AUTOMATICALLY LOCKS EACH COVER '- - -� -� V IN THE OPEN POSITION. " GO* X GO* BILCO 1 COVERS SHALL BE FITTED WITH THE REQUIRED NUMBER AND SIZE OF COMPRESSION SPRING ' DOOR MODEL PRECAST CONC. VAULT I I Q a.m." W OPERATORS. SPRINGS AND SPRING TUBES SHALL BE TYPE 3 I G STAINLESS STEEL. JD-4AL �� �� , �; REINFORCED AS PER '� ....j _ A TYPE 3 16 STAINLESS STEEL SNAP LOCK WITH FIXED HANDLE SHALL BE MOUNTED ON THE �' i`° •*• s i`:'r MANUFACTURER 1 111. N ~ UNDERSIDE OF ONE COVER. eZ° I 3. HARDWARE: SHALL BE TYPE 316 STAINLESS STEEL THROUGHOUT. �; �� 'Ilii e CL FINISHES: FACTORY FINISH SHALL BE MILL FINISH ALUMINUM WITH BITUMINOUS COATING APPLIED .►' a r�:'� 1, y �y 4'THICK 3000 P51 \I - _ �/ 0� TO THE EXTERIOR OF THE FRAME. .& �1' - POURED CONCRETE 001 i q:t_lilr :;�,i n=I�% O I 1 PART 3 - EXECUTION Ill BOTTOM SLAB REINFORCED r wipI, •- ,,. I' f -1 3. I EXAM I NATION -I WITH GXG, i o WWM I `E! 1 EXAMINE SUBSTRATES AND OPENINGS FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION �`, �h► --\ **•- 'r' ; :�= ; `� it ' �= s' = :-y�'� y�� y {SEE VAULT NOTES) _ Y; � TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE. PROCEED WITH INSTALLATION �t. ,` ■ ?. � {' - j �rrj ONLY AFTER UNSATISFACTORY CONDITIONS HAVE SEEN CORRECTED. I � � ,' ! 3.2 INSTALLATION , a i " ♦ V'ir, Vtz I ?, " am` 7::� , ,�i INSTALL PRODUCTS IN STRICT ACCORDANCE WITH KAANUFACTURER'S INSTRUCTIONS AND ��� y� , r _ "'' ,,d- APPROVED SUBMITTALS. LOCATE UNITS LEVEL, PLUJM6, AND IN PROPER ALIGNMENT WITH ADJACENT I I �� .k, �� + WORK. ..... — - - -- �c- -- -- - -- -x-- - — �,,—kn.e'� Ai I . TEST UNITS FOR PROPER FUNCTION AND ADJUST UINTIL PROPER OPERATION 15 ACHIEVED. _µ ,,,_„_•,,,�......_.. ;�: AMMO 2. REPAIR FINISHES DAMAGED DURING INSTALLATION. i �, ; ;_ �. �, ; . <�j F. . 3. RESTORE FINISHES SO NO EVIDENCE REMAINS OF C=DRRECflVE WORK- L J SECTION AT DOOR A rx314T7, ,. : , I' r 3.3 ADJUSING AND CLEANING - CLEAN TEXPOSED SURFACES USING METHODS ACCEIPTABLE TO THE MANUFACTURER WHICH WILL NOT scale. 314 _o . i , ...4 DAMAGE FINISH. A -....�._ ... . . END OF SECTION PLAN Or SLAB WITH DOORS scale: 3/4" = I I-0" ....... 5--A/40/ .3 TE DATAREVISIONS: 2012 oILITY D I MADJACENT PROPER WRE-5 /II SCTM # 1000-56-07-02 k Ju O9. 2012 ' 1AT YARD �� Aug 22, 2012 NOTE: THE SEPTIC SYSTEM WILL BE EXISTING •" PROPERTY: 64300 Route 25 SANITARY SYSTEM REI PUMPED OUT TWICE A YEAR, ONCE IN MAY POLE ADDRESS Greenport, NY 11944 AUG 28, 2012 AND ONCE IN OCTOBER, THIS PUMP-OUT -I " REQUIREMENT IS REQUIRED EVERY YEAR /''/ a_--- ^'•1 \\.lo OWNER: MILL CREEK PARTNERS, LLC Dec 6,BOATYARDRELOCATE DEAD END ACCESS ROAI SITE: 142,441 SQ.FT. = 3.27 ACRES Jan 22, 2013 LAND UNDER REVISED PARKING Jan 29, 2013 • / `� WATER: 57,885 SQFT REVISED LIGHTING - March 20 2013 NT �'7 ), "51`L6 1 b ZONING: M-II REVISEb-CONDITIONS -- ,,ofPAiuMAY 21. 2013 MIT �- P^�° i �,_- -- SURVEYOR: Hands on Surveying •. ��\ ------ _-WO 26 Silver Brook Drive '"16144fAMMO, ill Mylfl�aAYK UTIL°„E�OVERHEAD -�",-` ' Flanders, New York 11901 WIRES / "� --- EXISTING,UTILITY �" /��' II Q__ N LICENSE #050363 POLE I IGH ._ ;, �. i DATED 6/22/11 ix _ 20 j w Iv A I ROA WOODED AREA M. o EXISTING OVER R WALL DRAT. To BE REMOVED PROVIDE TE 25 N 6g ; r NEW STONE VENEER WALL 0 AM NEW ROS I PEDESTRIAN (STATE N ;;RD F�jesi&N .. • EDGE OF 6 , 1 - EXISTING 1� PARKING REQUIREMENTS 0 FNE '_ OVERHEAD WIRES 1 $ NEW ENTRY CLEARING _-- II n LLM -- _--�--- ^> .v. ---- ' -�' ® AND APRON EDGE OF ' 1' ._ it _ _-,&,�,� I .- NEAR EXISTING PAVING w RESTAURANT: W ��' _`.� 8�5 '�o'!-;, , ,�� , r G, EAKE LIMIT OF `' ; ;.e M -,--6 1 SPACE PER 3 SEATS OR 1 SPACE PER 100 SF OF FLOOR CO Z EXISTING UTILITY p7'; RACK CLEARING ,� * �, �.. ,, . POLE'' �> to a, , ' 7 AREA WHICHEVER IS GREATER IIII ` Z �' u t ELECTRIC ��___ N ' LOADING TER H FRAME NEW GRAVEL\ ' :1 ' it O o EXISTING WATER- 2 i % 'l it AREAADI NEW OIL a DRIVEWAY \ OS hil • SERVICE 2S' Z II B'�EST°NE W , a TOTAL SEATS CALCULATION: s reACK _ DRI NEW NEw SHADE I `',I° IV , \` AREA Or GI FARING b INTERIOR - 180 SEATS = 60 SPACES j , : .. � fs�' IJrroERb �• _ c '(51-101,4N b \, LEGTRIG A • - v IHATCHED) DUMP5TER LOCATION ,' ! :\ ILITY LINES I & . WITH b FT HIGH ( \ �, I • I O PRIVACY FENCE \ NEW ® 1 NEW . '', COVE-=�`�II�'4 , TIMBER r SQUARE FOOTAGE CALCULATION: CI Z F� . . STONE VENEER WALL - �.0wir NEw ,ENTRY �� culls g i -& FIRST FLOOR PUBLIC AREAS: 3,117 SF / 100 = 31.17 SPACES Gov NEW UNDERGROUND TRY ®i ! ti Q ! l0 SECOND FLOOR PUBLIC AREA: 2,509 SF/ 100 = 25.09 SPACE <IC MOM - ELEGTRIG AND UTILITY EXISTING WM' 'L' �„� 111 ,� � TOTAL 56.25 SPACES CI x \ NEW ELEC METERS ' I -LIMIT OF i \., a 10 \ ON BUILDING FACE I BUILDING 1� CLEARING' t \EXISTI LTTO f3E MP (RESTAURANT) "IIII I \\ 1 THE TOTAL NUMBER OF PARKING SPACES IS GREATER WHEN Q I FIN FIRST FLOOR•EL.IBE \lip ! \; / EXISTINGBANKOF BASEMENT X08 �� FLoo'� ;� y ; THE CALCULATION IS BASED ON THE TOTAL NUMBER OF ELEC.METERS TO FLOOD ZONE L ed,. + ' I ! / BE REMOVED / WOOD 1 ZANE X NEW OIL<i* , GRAVEL +\\ CO MI EXISTING Posy a RAIL DECK _ --- PLANTER BLUESTONE A 1 DRIVEWAY SEATS, THEREFORE 60 SPACES WOULD BE REQUIRED. FENCE WOOD - DRIVEWAYlik �: EDGE OF'$ & PI I -- DECK • i WIN i I EXISTING LAVING \NEW DOCK / _ .==LESTO I , I ACCESS-RAMP = �- FLOOD zo \ f; - _-.,. ,' 'P 'y\ b MARINA: O OVED 1 STAIRS 4 DECK = / - AE(ELT) �. T �, IMMO (8) 11.1111.1 �F .- gib\ -1�i D 1 SPACE PER BOAT SLIP '�I1111rI P'-"� -1 NEWFLOATI -•••OGK L-I= Zjr/ La —1 'ONIMINIMIN11111•11=MONMEr Flati .1. MECN. ROOM >C2 < c)p.,7 I / / 7 / Z uP KITCHEN E - 0 I I '%%i% ,;� -� % Z I—I z.. iy , _., 0/,' EN.G. - F- I et4 fl I I ' 6 b-o I LST Q b E ROOM, OFFICE AREA II— % O tu > Film CO � I I - - - , j Zw r///////////////////////// /f/////f//////�///111,/ 4,v//////�////. / EXIT OME1� - o o // int. LIJ = _ TOILET % 06 O j 0) 00M ,--/--, % E— / WALL � i® - UP --\77r CO u 6."'"' `� 1 1 EXIT / / Z jGRIAIL. '�=N 41 SPACE '-(o" 4' Ci 13'-2" 1::: ct ------L=b--r:r--/Y\ED. , 0 /1 \M9i&PICAL 0 0 - - MULTI -USE SR�4CE Q STORAGE O )-Li_ z3 i/ //_ / ii/ / ./&/7./0//ilii/iiiii F 1�OM MSN �I A: v .i = - ELE - OR - ----WPI--- - =TQILE'� ....1-!.2.,- 1 - ii ——-- tt .,,, - r % I TO I LST ROOM �� .41 ' _ STORAGE RM �, Q --- // to EXIT ELEV. � �OOM lEil , � ri" Lo / sTORAGE 14/2' 412' / 4Y2" 4.Y' ) 1 �I / � -:: � 3 -8 5 , --T-sit � 9 -4 FIELD VERIFY ' // • HALL 1 , I � IE: oe, A ta., '-'. ,;; _ i 1 / -I 2. 0 !:-.. ,,,,,r ,///,i i,,,,,,,,,,,,,/ V/////////// /////A/ ///�////////////.i i�„�//�,,,,,/,,,,,,,,,�� i,,,,,,,,,,,,i/ �'��!�7 ////////�////,� i,,,, /,,,,,,,� i,,,,,,,,,,, W .--�' w Z - . _ wz u. = W• CC � wo LI / 1.AQ N CI WTt � . Nom . < I-• 8 • j cn cn• 0 i 0 V / �G;( L. S 7- s npg j / ty*-4-, j GENERAL. 1/NINE/LIQUOR YAI I NE STORAGE STORAGE i CELLAR %,$) °7785 r,,,,- , , / 'I i ' lif d--, P OJECT k' 6:1110 DRAWN BY: 1 / \ UT — — '—O Cr' % CHECKED BY: NS DATE: DEC. 15, 2014 STORAGE SCALE: = 1' - 0 SHEET TTLE BASEMENT r j FLOOR �iiV/////////////////////////////////i ////////////i/� //iii/iiiiiiiiiiiiiiiiiiiii/iii/f//iiiiiiiiiiiiiiiiizE i/4 PLAN SHEET NO: ; ASE1VENT: SCALE: 1/4” = 1' -0" ❑ ❑ ❑ ❑ RAMP UP ® RAMP DOUJI\I DN EXISTING H.C. 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El , . , . , 5 tmlum 4, \ , '' // 47/ ';///// 0 0 -n...- 4r,-- III--- '' 17-1-11. Mr o CO // /,/ ��/� KITGHEN •./ . %%' %//;" , �'='�' I'''I' pial ' W g w Lu -mss ,. z ,4 Z I -RROOF. SUPPORT „ EXITI AREA r DECK „„, / 1 , , od o , . //, (y. / / . . ,,, 4Y211 6Y2" / / Z W 61-4" 4, :„:,,II 81-4" CL / —_, 0 'DINING- Vii, Z %�- r / / !BRIDAL SUITE�A Ill= �:I � cf) IROOM/ 4R IIV /i, _1 \ I en - 421-I-GUARD RAS / U / / e, TOILET . 0 0 L _(.1::tp_i_C--,4 - MEN H.. 'Illirr Erg__ r AwIR ` %i O I0., C k ,s1 / 1 I _-, ��--�-a. / /// ;/*//'. ///;, " ►moi (.2/ =is in leA AD EN \ -1 ", / ', /.\ r j — II ---.Q ,=(.N litirt PO (31 P ,/ . 0 ---.., / I/ \ 1 I /, . , / ... rul 045 Z• i ye- JIIIIIIIIIIMININMI. 0) <. 1 ------X 2 I — 1011. 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Q ao 1/2: 12 0 - NE COVERED N O d- 3 tr _ LTJ - 1 ENT-Y tr b+ 0 Ce � N > m (2)42x1 -4: PITCH aALIGN i � � m _ (3) V2" LVL I ~ 0 clothes - Cl FLUSH = Q rock v _ _ _ , Clill in IL c1 (3)-_' 'IY2" LVL -' Q Rua 1 utter --* _ – — — -- 3 n ® Si_s" — rIII Is 4. LIGHT FIXTURE 0 tO / "B" BEGA 1124 11— � . 12" SQUARE COLUMNS TYP - PROVIDE (5) 2x6 POSTS W/ POST TIE DOWN TOP AND BOTTOM ■ ■ 011 otSZ• in 0 ill I?i F ri: oW -�• el V 44,4041, kir' 6 iRIlitii4 . N 7 E w• '43 2 A n SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" N Cl). ---.'N,...\\\ ,(...;•( L. S rFFCs,vAst, � ); e• 7 F,' 7;-�f 'il N.il' a P R. 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MATCH BUILDING ELEVATION 44'go 1-= 0 EXISTING 41," �,," .�:4NNN \ TOP OF PLATE AT TOP OF PLATE AT gP �(2) ?Y4" LVL OR SCFOOR • EXISTING GABLE STRUCTURE/ BEYOND < -J O MAR i 3 \ UDH4�� I O TOP OF PLATE AT EXISTING _ ) _ }- TOP OF PL r► 4 j GABLE SECOND FLOOR in t� AT EXIST y ,/ I - - M M GABLE- G ND 4 cV FLOW 1 S'_O" I I/2:1 -1 •• H ROOF RAFTERS • PROVIDE LCC - - 4 TO D' --it: _ STEP FLASHING - _ ■ 4 I >\ 1► EPDM �t tt- 1 i ;: MI RUBBER K 12 _ N� 4 SUBFLR TO MATCH EXISTING j Limn. GUTTER TO MATCH EXISTING (y 1/2 ROOFING ; 1/22 ON 4Y2" TJI AT I6" OC \ :4. 4 * Amor 1 0 P` 2x10 CUT W/ PITCH I TOP OF SUBFLOOR AT i) 2x10 CUT W/ PITCH 2x10 GUT W/ PITCH TOP OF SUBFLOOR AT Q MAIN SECOND FLOOR I ' -1111111111 Ultiedi�� � . . . . „ . ,, . . . . - - - MIF \ /� \ ♦1�. . . ' . ' ' . 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V/ \IT AV/ \-1V \ / 111,711 / 54" HT DWARFW -I• ° x WALL = W• Li „ W ; a N c'� 4 2-9” LVL WITH 54" x 9" STEEL PLATE w• " = M EACH SIDE OF3- 2" x10" TIE , ai-• 8 10 Y" PLYWOOD FULL HEIGHT OF WALL © SIMSON HDU2 HOLD DOWN ROOFDEC2( 6"' . oSTEEL PLATE TO BE 44 z 12' LONG. 74- 4' ABOYE BOLTS, 8' , ,��BELOW m 2-1" 4 MACH BOLT , �`,`i oar:�N`; i 3- 2x10 !!i1 . nj PFO CT/ 011100 �0S DRAWN BY: NS CHECKED BY: NS AN WE PICK SPOTS WHERE DATE: TI-IE TIE CAN BE LOWER Dec. 15, 2014 SCALE: 1/4" = 1' - 0" SHEET TITLE: SECOND FLOOR PLAN SCOND FLOO *"; • LA il SHEET NO: SCALE: 1/4" = 1' -0"