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Home My WebLink About40042-Z �UFEQt�eh Town of Southold ,�p� eh 4/22/2016 �` P.O.Box 1179 co. cr." VrP 53095 Main Rd A1 ^#P Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38257 Date: 4/22/2016 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 55750 Route 25, Southold SCTM#: 473889 Sec/Block/Lot: 62.-3-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/25/2015 pursuant to which Building Permit No. 40042 dated 8/31/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alteration to an existing commercial building as applied for. The certificate is issued to Rockit Properties LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-15-0004 3/3/2016 ELECTRICAL CERTIFICATE NO. 40042 1/27/2016 PLUMBERS CERTIFICATION DATED 4/4/2016 1rdy7ing Pl :AO tin I i Authorized Signature gig.. __ TOWN OF SOUTHOLD .'4. tray; BUILDING DEPARTMENT d; TOWN CLERK'S OFFICE o ,+ SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40042 Date: 8/31/2015 Permission is hereby granted to: Rockit Properties LLC 4322 Westphalia Rd Mattituck, NY 11952 To: alter an existing commercial building as applied for per planning and SCHD approvals. At premises located at: 55750 Route 25, Southold SCTM # 473889 Sec/Block/Lot# 62.-3-8 Pursuant to application dated 6/25/2015 and approved by the Building Inspector. To expire on 3/1/2017. \ Fees: \ COMMERCIAL ADDITION/ALTERATION $250.00 CO -COMMERCIAL $50.00 To al: $300.00 Building nspector 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- $100.00 -' • • -3: -Copy of Certificate of Occupancy-$.23' 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-.Residential$15.00,Commercial_$15.00-_ _ __ ___ _ _- _ _ Date. 4 /46 New Construction: OId or Pre-existing Building: ` (check one) Location of Property: 55 750 .077,-)A1 / A0 House No. Street Hamlet • Owner or Owners of Property: /2T ?/2,0 ...-(27/� Suffolk County Tax Map No 1000, Section Gi Z Block 3 Lot g Subdivision Filed Map. Lot: Permit No. 40 U Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporaryf1Certificate Final Certificate: (check one) Fee Submitted:$ 50 L ' Applicant Signature �‘,•�&�QF SOu41 Town Hall Annex �1 ~® �® : Telephone(631)765-1802 54375 Main Road i Z Fax(631)765-9502 P.O.Box 1179 % cp t Southold,NY 11971-0959 �`�l iQe?h roger.richertltown.southold.ny.us • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rockit Properties LLC Address: 55750 Route 25 City: Southold St: New York Zip: 11971 Building Permit#: 40042 Section: 62 Block. 3 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No: 38893-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 1 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment. 1- Exhaust Fan, 1- Exhaust Hood with Ansul System Relay, 1- Heat Lamp, 2-Combination Smoke/CO Detectors. Notes. Inspector Signature: J ,`�� iem, Date: January 27, 2016 f Electrical 81 Compliance Form.xls y N TEL. 765-1802 • rA\r, -�� C`y77. • TOWN OF SOUTHO]LD 6d" ;,,�; OFFICE OF BUILDING INSPECTOR ;�, P.Q. B0;";28 y rot' t� - r • TOWN I•:,',LL � /.�, ��.� SOUTHOLD, N.Y. 11971 • 1 f�r0' • e CERTIFICATION• • Date Buildi g Permit o. 900111D\ Owner Lr ('0 1\'1e,5 (please rint) • • Pluttiber /-ARS1 f Icci ING- (please print) • 4 I certify that the SoLder usea in the water supply system contains less than 2.!10 of 1% lead. • � • plumber ' s signature) 71 Swo r to before me this • ‘,.11 17 day. of , • ' C:." _, Notary Pub is d •. . F• 4;; , Nota ic, �, / Coun' y .. ,, _.,_, EILEEN STRAND • • • NOTARY PUBLIC,State Of New YOrk • No 01ST6001490 • r Qualified in Suffolk County --nr-stor.Expires January 12.20a, • J [ * * , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT)O-N . , FOUNDATION 1ST prROUGH 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: A V-16: DATE 2-- (?'2"- r-INSPECTO 1,SOF SOU/ji"- ti O 406 Ctlj 4C 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 REMARKS: 0Z DATE i (IV7i INSPECTOR G A :— A�eEO��Lis O—V ��/�/ TOWN S UTH LD � ' O O B DEPT. 765-1802 1 C [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] I CATION [ ] FRAMING / STRAPPING [ FINAL • [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMAR • 2 , . e_a_e 141 CD DATE °' V/6 INSPECTOR A ..ety /,,i/iii, „is ty SOUr...,--c:€yOlo`` /'®` TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 EPT:765-1802 INSPECTION ' : _ __ [ ] FOUNDATION 1ST, [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] RE RESISTANT PENETRATION 1 (.[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ' on it '- ..b5 I f r VO r-42.&- c::0 e/4/. _5 Vii= or `.0 .-' At;CA-4 I N5Q07a)( ritoow-f4 46 meI 1 ( (lam )c_e'D .t_tethi-ci, N 5(1Mti..51-1- F5-s Alli)_5 i ,5-f "--76) di eT- .-7W6 10. a04___c_t_ettg6 0 00--m & --- DATE 443- /6 INSPECTOR /24-1(4 - $- ,&iEe_L —._ gr A 1 1.1) 10e5 14-- -op , i� h Oma. *1 AfO ` of_ 0 11i o i/ 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 REMARKS: NEW) X24 -, ._ , ,Iz ,I I '0 ) I0 , 4 IL, / , 2. , i /T- DATE 6.- it) INSPECTOR `r els 1 /10 S0U4,::-\, �' A ;‘,: '100 I/2 / TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL _ [ ] FIREPLACE & CHIMNEY [KFIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL £TION [ ] CAULKI - REMARKS: ✓10/) �� in ._ . �� th FZIC-1- Sr-Ai—to/kr ° - bru ,L - og 0 got__ 04 TO- DATE ( � INSPECTOR, �� / '400 4D_ Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer April 22, 2016 Town of Southold Building Department RE: Grace and Grit 55750 Main Road, Southold To Whom It May Concern, Please be advised that we have inspected the as built conditions of the above referenced project and find that building is in compliance with Chapter 13 of the New York State Code,the 2014 New York State Conservation Construction Code and the COMcheck on file for this application in your office. Please call if you should have any additional concerns or questions. S''. erely, .-. Butler, P.E. cam *�E e��`q 41; 1.. ijjEi m. �N .,, _ ®o0 0'340 0-- ® ECEIVIE D ass►o�P� D MAY 32016 BUILDING DEPT. TOWN OF SOUTHOLD FIELD x,•/SPEeT QN REPORT DATE CON= S - FOUNDAA''XONI(1ST) , • .. d ., , ' ' Y. 1 FOUNDATION(2ND) '. ,•. ... . . !` rztrA .(5.--,-, ,...g 4--/„..,46.,„6 . ,./*,.?_ ,./ ()A P y ROUGH FR4nrrq& • PLUMBING - • H • • ' .,. a '• '. . --- - , W • INSULATION PER N.Y. y • STATE ENERGY CODE . . . .. • J . tea, ti • ' , ! J —.._ ,— •'.+••rte � l= f J. f • • ,,. •10. • , -31-t5. 72I ) i . sd .7 'i.f7zc.- ) • Z 77 11 _ saralt { _ ...to ► —' �P • fUJ;�' �_ � il: . awl �� .)1)7 111 —._ I� ESS Ai ;� J�i :. 7t z -20- • 4- T r_. a, mss. • ` 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. 00g`2, - Check Septic Form N.Y.S.D.E.C. Trustees -- CO: .Application 1 1-,, , l; I' �' Flood Permit Examined ,20 L.J< —! ' Single&Separate 1 ) 01, ;► I , I ff� I I Storm-Water Assessment Form Z S / 1 U tcli 2 5 J Contact: c Approved- GraCJ C ,20 troHjyr.1 � Mail to: F l �� po fax coq® MDis oved a/c �� k'khGIlleffillftLiPhone:Ej3l- 06—Sas1 1lg5a- _ .'ration C ,20(-</ o L 1 -- spe or di_a APR 2015 APPLICATION FOR BUILDING PE'..-1 - L Date 3/27e , 20 I BLDG DEN INSTRUCTIONS IOWN or 1:,1'Pi) 1 _a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule.' , b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. -'`.,+ <_, f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the'Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. 6rcict-zt C3ril- (Signature of applicant or name,ifla,corporation) . po 1301 1010 ) iu IpsD-- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder L e,*5 e_--e. . Name of owner of premises pOC ► Prop,,,„--, eS t L'C - . , , , - ' (As on the tax roll or latest deed) If applicant.is corporate signature of duly authorized officer 1-4vmoi ,i-ui ni1c:2.. c d he,authorized, C..1/4,-41G r„f (Name and title of corporate officer) Builders License No. Plumbers License No. rt5D Electricians License No. Other Trade's License No. 1. Location 5Bland pn�h�chpr�posed work will be done: �Q D� K Lj House Number Street H.'• '^'a-d`•i •1 :Tir;!•;00Hamlet County Tax Map No. 1000 Section ', c.B,lo;ek if b,-A01-1 trr01; Lot 0 g--- �J Subdivision Filed Map No. Lot ' 2. State existing use and-occupancy of pre ses and intended use and occupancy of proposed construction: a. Existing use and occupancy rr o\ b. Intended use and occupancy "A\ MAckt A-c0,0 " i ak"S- 3. Nature of work(check which applicable):New Building Addition Alteration I Repair Removal Demolition Other Work (Description) 4. Estimated Cost au , 0 0 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. (,om .i 0\17., Dimensions of existing structures, if any: Front 0Rear ao ' Depth 50 Height Number of Stories Dimensions of same structure with alterations or additions: Front S k _ Rear 5C111'‘-k- Depth Sc if2-02._ Height - Number of Stories 8. Dimensions of entire new construction: Front SO ilk--Q_ .- Rear SCifrLe Depth SQ1 Height '6Q Number of Stories ,. ?;MS L - PA 9. Size of lot: Front O 1 S Rear ao - Depth J 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 1/ V \- .i, 3U6liu, _5- 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO V 13. Will lot be re-graded? YES NO v Will excess fill be.removed from premises?YES NO ` 9 i + O, tidy;3�k 14. Names of Owner of remisesn,.5urSr Address/goo kk nal fay Phone No. r;3/-act-986`1 P I� Name of Architect Nd f S5a 13 EA-ler,, ., ,,:s :• Addres Oo£ - ocottrioteN Phone No C 31-a0 g'- icg so 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 dataon survey. J 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK)ft11SS: COUNTY OF a L ,] nrWI reehpi /it-i1 /,iC. beingdulwn, deposes,and says that(s)he is the applicant (Name of id vi uasigning ontract)above named, (S)He is the itQS/OQ,1 - :, (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' W DjY7,C day off V,I, 20/5 - \Ki.._, ei,,..01,:, ‘ CONNIE D.BUNCH -Notary Public �otary Public,state ' ew - Signature of Applicant No.01 BU8185050 Qualified In Suffolk County Commission Expires April 14, �v - - - ) TLi M7 , K.' - • _`.; FOR INTERNAL USE ONLY ' � ) � �� APR 1 6 2015 1 E C E : V Ei 1.0 C ® AI , 1' 2Q1 ^� N USE DETERMIN T1� Southold Town __ SI E PLAN . Planning Board 3 _ 1 Mal aeterlti.inati � r,�l � � - - Date Seat: - Date: � Project Name:` = _. — 0_. .-P-1_1 Project Address: A-7? , _ j _ ;zoning Oistrict:� Suffolk Counter Tax Map-No.:1-000 ---;--- . Request G e.. - "'�"�" orting aocumentation�a�to Note: Copy of Building Permit Application and suPe • proposed use or uses should be submitted.) ^ • {natal De tertxiination as to whether use is permitted: -------e _,�- -Initial-Deter; ination as to whether site plan is required:,_ _ Signature of Building 1-nspe-ctor - -- , • Planning Department (P.D.) Referral: - (5 � Ib 15 -Date of Comment: =..5___�a1 r--- - _ P.O.Date Received:. -- P\CW6t • CMCc - � � r -. tet_ �.. — Qc - /.4. ______Yi—:Signature of Planni rel II ept.-Staff Reviewer • • Fill_jai determination • Date:= 1— Decision: t:-....-•fiiro of RI'lid ina Insnaetnr . FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 23, 2015 TO: Grace& Grit LLC PO Box 1090 Mattituck, NY 11952 Please take notice that your request dated April 6, 2015 For permit for the conversion of an existing retail store to a six(6) seat restaurant at Location of property: 55750 Main Road, Southold,NY County Tax Map No. 1000—Section 62 Block 3 Lot 8 Is returned herewith and disapproved on the following grounds: The proposed use requires site plan a..roval from the Southo own Plannin :e.rd. You may apply to this agency directly. orized Signa Cc:File, planning f .i.� MAILING ADDRESS: PLANNING BOARD MEMBERS it°1 ®� SO(J7 _ _ P.O. Box 1179 DONALD J.WILCENSKI ISI Q� � ®l Southold, NY 11971 Chair `� • ..www, 470 ` OFFICE LOCATION: WILLIAM J.CREMERS ,„ as � Town Hall Annex PIERCE RAFFERTY G '' �. ® ® 1 54375 State Route 25 JAMES H.RICH III C .' ' ` � �� MARTIN H.SIDOR C®U icor.Main ut l YoungsNY Ave.) �� Southold, NY o's Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 23, 2015 Melissa C. Butler 5 206 Lincoln Street Riverhead, NY 11901 ' , Re: Proposed Site Plan for Grace & Grit 55750 Main Road, ±64' n/e/o Hobart Road & NYS Rt. 25, Southold SCTM#1000-62.-3-8 Dear Ms. Butler: In response to your client's request of June 19, 2015, the Planning Board has agreed to allow your client to proceed with the interior work on the building as outlined in their email and listed below: • Install ancill system • Brace rear floors for additional support • Install handwash sinks • Install 3 compartment sink • Install NSF floor tile • Install additional electrical outlets dedicated for cooking equipment • Install cooking equipment • Install non-loadbearing room divider between tasting room and kitchen • Build ADA bathroom 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 that may affect the interior design. Finally, the business may not open and operate until the site plan process is complete and a certificate of occupancy has been issued by the Building Department. 1 T( Southold Planning Board Page 2 June 23, 2015 Please call the Planning Department at 631-765-1938 with any questions. Very truly yours, Heather Lanza, AICP Town Planning Director cc: Michael Verity, Chief Building Inspector James Richter, Engineering Inspector 40.04D, ��' SOU MAILING ADDRESS: o� PLANNING BOARD MEMBERS ••••__.w``� P� DONALD J.WILCENSKI it ~OVA elP.O.Box 1179 Southold,NY 11971 Chair , . F 4 OFFICE LOCATION: %WILLIAM J.CREMERS ; G ,� Town Hall Annex PIERCE RAFFERTY O e 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR O(COMM 1*. .1 , Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 1, 2015 < Ms. Melissa Butler SEP " 2 2015 206 Lincoln Street Riverhead, NY 11901 BLDG DEPr Ta+jar;orsnci!.010 Re: Approval - Proposed Site Plan for Grace & Grit - 55750 NYS Rt. 25, ±64' n/e/o Hobart Road & NYS Rt. 25, Southold SCTM#1000-62-3-8 Zoning District: Hamlet Business - HB Dear Ms. Butler: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, August 31, 2015: WHEREAS, this Site Plan Application is for the proposed conversion of an existing 1,021 sq. ft. retail store to a six (6) seat restaurant and two (2) parking spaces on 0.13 acres in the Hamlet Business Zoning District, Southold; and WHEREAS, on May 13, 2015, Melissa Butler, agent, submitted a Site Plan Application for review; and WHEREAS, on June 1, 2015, the Planning Board formally accepted the application as complete for review; and - WHEREAS, on June 1, 2015, the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) 6 NYCRR, Part 617.5 (c) (3), determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5 (c) (7) "construction or expansion of a primary or accessory/appurtenant, non- residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a Use Variance and consistent with local land use controls, but not radio communication or microwave transmission facilities." The proposed Site Plan is for primarily interior renovations and no expansion of the footprint, therefore, not subject to SEQRA review; and WHEREAS, on June 3, 2015, the Planning Board, pursuant to Southold Town Code §280- 131 C., distributed the application to the required agencies for their comments; and Grace & Grit Page 2 September 1, 2015 WHEREAS, the proposed action is exempt from Suffolk County Planning Commission review because the proposed action is less than 5,000 sq. ft. of renovated floor area; and WHEREAS, on June 12, 2015, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on June 15, 2015, the Southold Fire District determined there was adequate fire protection for the site; and WHEREAS, on June 16, 2015, the Town of Southold LWRP Coordinator reviewed the above- referenced project and has determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on June 16, 2015, the Southold Town Engineer reviewed the above-referenced application and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on June 23, 2015, the Planning Board granted permission for the applicant to commence interior work to the building necessary to opening the proposed kitchen in order to support an existing catering business prior to Site Plan Approval. The catering business operates off site and no public is permitted on site until Site Plan Approval has been received; and WHEREAS, on July 6, 2015, a public hearing was held and closed; and WHEREAS, at their Work Session held on August 17, 2015, the Southold Town Planning Board required revisions to the proposed Site Plan; and WHEREAS, on August 21, 2015, the Southold Town Chief Building Inspector reviewed and certified the proposed restaurant as a permitted use in the HB Zoning District; and WHEREAS, on August 25, 2015, the Suffolk County Department of Health Services (SCDHS) granted Approval Reference #C10-15-0004 for "take-out restaurant (max 16 seats)" at 153 gallons per day; and WHEREAS, on August 26, 2015, the agent to the applicant, Melissa Butler, submitted a revised Site Plan that included specific requirements of the Planning Board; and WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 B (5), has the discretion to vary or waive the parking requirements for Site Plan Applications where doing so would not have a detrimental effect on the public health, safety or general welfare, and will not have the effect of nullifying the intent and provision of the Site Plan Requirements chapter of the Town Code. The Planning Board has found that this application is eligible for a waiver of a portion of the parking requirements because of the location of the subject parcel within the Hamlet Business District where municipal parking facilities (shoulder parking) within 300 feet of the proposed use will adequately serve the proposed use; and, Grace & Grit Pape 3 September 1, 2015 WHEREAS, the Planning Board has found that, pursuant to §280-129(C)(1), the proposed Site Plan requires the planting of a street tree, but that a suitable location for said street tree is impracticable. Due to existing paving on site, the Applicant is unable to plant the required street tree and has agreed to donate the value of one (1) tree to the established Tree Fund pursuant to §280-129(C)(1) of the Town Code and will be enforced as a condition of Site Plan Approval. (See Town of Southold Planning Board letter dated August 20, 2015); and WHEREAS, on August 31, 2015, 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; therefore be it RESOLVED, that the Southold Town Planning Board hereby waives a portion of the parking requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board permits the Applicant to pay a sum of money in lieu of requiring the planting of one (1) street tree as noted above; and be it further 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 approves the Site Plan with one (1) condition entitled "Grace and Grit", prepared by Jeffrey T. Butler, PE, on May 5, 2015, last revised August 24, 2015, and authorizes the Chairman to endorse the Site Plan including the following two (2) plans: 1. Page 1 of 2 2. Page 2 of 2 Condition: The Applicant shall donate the value of one (1) tree to the established Tree Fund pursuant to §280-129(C)(1) of the Town Code. The suggested option is in lieu of planting on the subject parcel due to existing conditions. (See Town of Southold Planning Board letter dated August 20, 2015). 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 and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. ;1 Grace & Grit Page 4 September 1, 2015 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. 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, r' CSa 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: /77eZ/65/f u67L , Applicant/Agent Signature: Date: /2./5. OFFICE LOCATION: " - MAILING ADDRESS: Town Hall Annex oiliiiSO(/T ®F 5 P.O.Box 1179 54375 State Route 25s Ave.) ',`O � ; Southold, NY 11971 (cor. Main Rd. &Youn t • g g � Telephone: 631 765-1938 Southold, NY c� ?Mt ne'1"44 www.southoldtownny.gov 4Z) It w . -lt•" 1 PLANNING BOARD OFFICE ECEDVETOWN OF SOUTHOLD [31 APR 2 0 20$6 -J April 20, 2016 BUILDING DEFT. TOWN OF SOUTHOLD Ms. Melissa C. Butler 206 Lincoln Street Riverhead, NY 11901 - Re: Approved Site Plan for Grace & Grit Located at 55750 Main Road, ±64' n/e/o Hobart Road & NYS Rt. 25, Southold SCTM#1000-62-3-8 Dear Ms. Butler: The Planning Board has found that the requirements of the above-referenced Site Plan, and the two (2) items required in the April 7, 2016 Planning Board letter, have been completed. The site is now in conformance with the Site Plan entitled "Grace and Grit", prepared by Jeffrey T. Butler, PE, on May 5, 2015, last revised August 24, 2015. 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, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector SUFFQ Scott A. Russell , ��- ��- STORMWATJER SUPERVISOR ; a z M[ANAG]EMENT SOUTHOLD TOWN HALL-P.O.Bax 1179 +°\e � f� 53095 Main Road-SOUTH OLD,NEW YORK 11971 �'i Q.. 0 Town own of Southold 1,El • CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑crA: Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. DEg.t. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑1 'c. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑lieD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑["E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. { ❑12/F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design ProfessionsCO.ontractor,Other) S.C.T.M. 1000 Date: NAME. 6Z DatAI - Section Block Lot > t 2 � OR • _:IL DI\(� r)EP.�R NI T/.�t: (i L,t; ..: Contact Informatiort [G/3lJ /(g-Betsy Reviewer By: Date. fc Property Address/ Location of Construction Work: — ( 7C0 /Mid / a Approved for procesming Building Permit ,jj�� J r�J�/�/ Stormwater Management Control Plan Not 'equired 6°116) Stormwater Management Control Plan a Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 foe' SI/ft% Town Ball Annex ;Vi Telephone(631)765-1802 54375 Main Road 4b1 't` *"" kc", rOcler.riChertdaraliggany.its P.O.Box 1179 • Southold,NY 11971.0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION 1REQUESTED BY: or Date: 11 I • Cornpany Name: Lnh+,n b ,S-116r0 Name: D •_ 'License No.: Address: • Phone No.: 6 go. a' ga. se) JOBSITE INFORMATION: (*Indicates required information) *Name: Ilk • _ r • *Address: 0 • • Y *Cross Street: u A ocx-lor_ *Phone No.: Le,'N %4-t2x7=751-4 Permit No.: 1400L-1a Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Cleatly) (Dr,- ' (0 1. 4P, • (Please Circle All That Apply) *Isjob ready for inspection: 40 -ough Final *Do you need a Temp Certificate: YES N Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional information: PAYMENT DUE WITH APPLICATION 8241equest for inspection Form 0°t\(4- n,6 Oc 9Q5 \c \ v f\\9 % \P . ytair RI . , . . . . , . . . . . . . , . . March 31, 2015 . .' ' To Whom It May Concern: Attached is our permit application for the property located at 55750 Route 25 in Southold, NY 11971. In a meeting with Brian Cummings and Michael Verity on March 26, 2015 they asked us to please submit this with the list of alterations so we may start the permitting process. Please do not hesitate to contact me with any questions you may have. Thanks for your time in reviewing this. -Stepha ie Pincar *.- t Grace & Grit PO Box 1090 ' . Mattituck, NY 11952 631.876.5221 Stephanie@graceapulgritevexts.com 631.876.5221 www.graceandgritevents.com Sc. (?' ace Property: 55750 Main Rd. Southold, NY 11971 Parcel Id: 1000-062-00-03-00-008-000 Scope of project: renovating existing structure for use as a private restaurant/commissary kitchen for an existing catering business. Building is toned as Hamlet Business. We will be filing as a 6 seat restaurant. There is more then enough parking as there are approximately 5 parking spots on the site already as well as ample, on street parking. Proposed renovations to be completed: Install 3-4 pieces of cooking equipment Install and vent fire suppression system Reinforce rear floor structure (if deemed necessary) Move non-structural partition wall Install electric for cooking equipment (dedicated lines) Install bathroom for client use Remove old sanitary system Install new sanitary system Bring natural gas into building for use in cooking equipment Convert from well water to public water Exterior Renovations: None Parking changes: None Company proposing changes: Grace & Grit Stephanie Pincar-Coleman and Jennilee Morris 631.876.5221 Stephanie(graceandgritevents.com Jenani raceandgritevents.com 631.876.5221 www.graceandgritevents.com Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer Member National Society Of Professional Engineers August 12, 2015 Town of Southold Building Department Re: 55750 Main Road, Southold,NY Dear Sirs: Please note the following concerning this application: • I conducted an inspection of the existing floor structure and find that the loads proposed to be imposed as the result the alteration for"Grace and Grit" are within the limits allowable by the New York State Building Code and the Existing Building Code of New York State (2010). This letter is to demonstrate compliance with Section 807 of the Existing Building Code. Please call if you should have any additional concerns about this application. Si Jef. . Butler, P.E. Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer Member National Society Of Professional Engineers August 14, 2015 Mr. Damon Rallis Town of Southold Building Department 54375 Main Road Southold NY 11971 RE: Grace & Grit 55750 Main Road, Southold,NY Dear Damon, Per our conversation, enclosed please find the following: 1. 4 sets of revised kitchen plans 2. 4 sets of revised interior alterations plans 3. 4 COMchecks 4. Floor Load Certification Letter For your convenience I have highlighted your requested changes on one set of each plan. Please note that we have provided all required documents to Wastewater Management. We are hoping to receive the permit next week which I will forward to you. Please call if you should have any additional concerns about this application. Sincerely, Melissa C. Butler , �pF SO(/j�0 Town Hall Annex (O O l® : Telephone(631)765-1802 54375 Main Road W ligt Fax(631)765-9502 P.O.Box 1179 l �'1',i Southold,NY 11971-0959 March 31, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD I - Grace & Grit PO Box 1090 Mattituck NY 11952 4 , RE: 55750 Main Rd,Southold (,__` TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) 62:1F' al Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. d2g_ 4 4-i'? -f lO Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40042 — Commercial Alteration 3. r 7 r.r,;k:r :ry ,: ^ Q� .: , , / TOWN OF S •O:UTHOLD`'' PROPERT} ry s RECO.R-D CARD 56 '_!--"‘ ,.; t' -I- Pro • ' GSTREET VILLAGE DIST. SUB. LOT - _ FORMER OWNERC•64u rs, ta,(.0't 40/4/ E ' p ACR. 2 111:47)M, (5,aIA:ntli, - -S7;--.. .t' +ono t" / .r' �(tl/t' y'L' #i I 146.6-„t/-: a:r1 a-;- '`�•rt-y�.-fig a:Y1,o S W 7 '- ' ',- ?I TYPE OF BUILDING t 23 t1 yib-v'' iij r1�e' L(Sint`►7° l- tit- 1 f '6; 'r. . . RES. S AS. VL. FARM (.....53. 3k M11SC. Mkt. Value LAND IMP. TOTAL DATE REMARKS i ," ,.. ,!,:r 0\6 ,o 0 G�i1r_,,. demo.,) 1i//r/70 1 /7r- r] ij�06 2-00 144/1&11 44 i.e.- 3/2-.2.60 /906 6A3, A1z/Drtal, c ��.�.P-lata fir/, 5:0,.)._c o?.4-,�n Ic'PC.`Pind,c 7/r 1847 13.P11-1to16;,4 ac_oOu1'7-1P__. 1'Z c°. 4, -b,, , A,-7- 4-.. 10,418 r c496n e (-1 o�t� Py 1 rpi,,. ,Testi C- 14 0..00C.> AGE -BUILDING CONDITION70 J0 6100 47) _cit,QnCier S 4/z2 000 NEW NORMAL BELOW ABOVE q/)4061—'4, l,z-1/7i!/J'/✓�8%-Sautnd -rS h iLie 7; PI- ,'V j l I FARM Acre Value Per Value // �'/� `,' ��y Sdi'-� pg.6/s)Atjc, It1 % 25 J� 1i�4�'fs l/ l Tillable 1 I lS --LZ, • I i ` jidirs 7b ./ WtIfvs 17oo(k )11)/( --- Tillable �,} Tillable 2 " I/2-9P4,--4- /2--174219292;• -6auno e c .7•U• If OGk/ T Plop /1/`L Tillable 3 Woodland Swampland FRONTAGE ON WATER FRONTAGE ON ` V 'ROS D r ‘�� 00 Brushland Po ! ! of J q .-- - 9 e P- House Plot - DEPTH J /e0 4. BULKHEAD ; 1 i 1 Total DOCK 1 l V " f 1 • • t .! 1111■■■■ ■■■■■■■■■■■■■■■■■■■■ �. \ '� ,.::_.. • . '' COLOR 11IIIIIflhIIflhIII_ ' _ , , i .. 1111111 IHINHIHIIIHNI1ti ' . . r_ t. , (: .. 1 ' TRIM iupinuuiiiquuiii r.._ '_.� 1. Hillil• ::� _ r _�___ _ . _ /4,4 r /zitzo, 1111111 1111111111111111111111 ate _ _ ' 1111■■■■■ ■■■■■■■■■■■■■■■■■■■■ 1111111 *^ I!HIIIllhIflhIIIIuI 4.1..f.)'.Z.«5 1r A. Bldg. , 0 as• • foundation 643, Bath dabDinette :xtension Basement P Floors K. :xtension Ext. Walls G o Interior Finish LR. Extension Fire Place ,40 , HeatISM DR. Type Roof / Rooms 1st Floor BR. )orch Recreation Roo Rooms 2nd Floor FIN. B. porch DormerBreezeway DrivewayIIMI Garage Patio 0. B. Total • F ALLOHABLE DENSITY GALG: SANITARY SYSTEM CALCULATIONS: H.G. PARKING SIGN "No PARKING O LEGEND: (SEE DETAIL THIS SHT) ANYTIME" SIGN P oG X o SITE I5 LOCATED IN G.W.MZ. IV = 600 GPD /AG PROPOSED USE: Ib SEAT MAX TAKE-OUT ESTABLISHMENT - ° y SITE AREA = 0.1261 AG (5,444.46 S.F,) AREA: DENSITY LOAD: KITCHEN LOAD: dJ z y a; n PROPERTY LINE o ' "? 0 • :,,,If „. w 0 0.1261 AG x 600 GPO /AG = 15.68 GPD EX. BUILDING 1021 S.F. 0.03 GPD/SF 0.12 GPD/SF b' CHAIN LINK °N e A SITE IB s°°nd j'�� 2f O p SANITARY SEWER PIPING 55 55 30.63 GPO 1224 GPO :o HAIN LINK FENCE c9 .�; :, :__,, ,n 0 W/WHITE PTV SLATS FENCE W/ WHITE aF o X' P.,':,'4"-„ j, o O O PTV SLATS o N -� 4 ";F # ry WATER MAIN/SERVICE PIPING DENSITY LOAD + KITGHEN/GRAY LOAD = HYDRAULIC LOAD / '� 6 a"" LO �� , : .,r .'.-; 9 6 d _LI 3.15 GPO (ALLOWED SEATING = lb SEAT MAXIMUM) " ,�;":217,71 CONCRETE ,. � ' z zSTORM DRAIN SD SD STORM DRAINA E CALL. 30.63 GPD + 122.4 GPD = Is • ® 12" I 6 °: TOOLII O.G.E.W. , NDRAINAGE I5 PROVIDED FOR REWORKED PVMT/GRAVEL AND SEPTIC TANK: (REQ'D 2x DESIGN SEWAGE FLOW) 0 EDGE , It I f::- `r-� EXISTING BUILDING = ■ate__'-- PAD FDRRonD: • ",`, �4 dFLOW ARROW 2 x 153.15 GPD 306.3 GPD . _ DUMPSTER ;, .,Y:: ez (�}.�° IIC;YCADn Eslales :L _k ,11WFC 11® •"oaf€; k v- ,F, it 1-' V ,- GRAVEL/PAVED AREA = 2,544 SOFT. 1 II °a le A • 1.4 Y�z` < o 1 1 (INCLUDES DRIVE,PARKING,H.G.PARKING,MANEUVERING = .+ SANITARY OR STORM DRAINAGE ( 0 1 o Ol (O 1 AREA AND DUMPSTER SLAB) LEACHING POOL: (READ Ix DESIGN FLOW® IS SF/DAY LEACHING RATE) 4AMMINII .�� ^F rA„ w, l ,k _ 2 PRECAST STRUCTURES 1 L ROOF AREA: 121 SOFT 153.15 GPD / 1.5 = 102.1 GPD 6. l CI - IMBED "'' •• , --" , J -' n\ / A v 2n SAND BAND 9 +�• - z. :,t.-:+' :` _._. z G (SEE PLAN FOR LOG 8 TYPE) MOUNTING 2� :' °` ;µ ;;ti; .' ;, t''` .: inn :*-, - J- �:'',c`-`•q��ii 4,rl'�':::''':;,,i9._ ,,,;:, ;sS �w:`r'�et.`,,, VOLUME - AREA X RAINFALL X COEFFICIENT PROPOSED MINIMUM COMMERCIAL SANITARY SYSTEM W/GREASE TRAP: 1 11 1 n 1 " 1 11 ;., ..X ::, o! o . t 7t• ,Founners L.nnln ,, Yr i ° J BOT CONTh11111API 4 r-, � RAINFALL = 2" = O.IbI' USE: a-O 6i-on I 8-O t 8-O J FENCE EDGE 2 5 TOP i - „m. �h_=�`•� �. � � �� z� zq EXISTING CONTOUR COEFFICIENT OF ROOFTOP/PAVEMENT = 1.0 I BEAM TO EXTEND 10" 11 ° , ��.'`,^ ,u,_ f,,y#'_ _ ,f, n, d �_b�-- (I) 1,200 GAL SEPTIC TANK(8 mx4 EFF. DEPTH) MIN. BELOW I D W/r3 TIES® ai = 1,. . ='r= - ',` :'a.,;°, -,,- 1100 6AL GREASE TRAPW FIN. GRADE 5- ROOF RUNOFF: () ,� TYPICAL PARKING DETAIL 24"*0.6. �� • �"°�°�P°'°' „` ��':_ ,�,,�� . , ��;�� k,» . 0 S 1021 SQ.FT.x 0.16T x ID = hos CU.FT.VOL (2) 8':D x 6' EFF. DEPTH LEACHING POOLS NOT TO SCALE S " t , a EXISTING GRADE x6.Ca SECTION A 1 11 Qd an r s O PAVEMENT/GRAVEL RUNOFF: • 50% EXPANSION SHOWN B-O JOCKEY CREEK DR , a �z�•r ad -' 3 �a�a i �', iy p�` "7'� s N '- • MAINTAIN 5% GRADE WITHIN 20' OF SEPTIC SYSTEM - WOVEN HIRE FENCE SYMBOL • COMBINED SYSTEM(S) 2"X4" WOOD FRAME (MIN. 14 1/2 GAUGE N. . EXISTING HEAVY DUTY AND LOCKING CAST IRON COVER TO GRADE ° W/ MAX. 6" MESH >< x x x > PAVEMENT 8" MIN TRAFFIC �� 10'MAX G.TO G. _ �I 3. BEARING SLAB C.n % �� ` ` ) - / SANITARY / \SEPTIC FINISHED GRADE i % � STAKE \O /TANK T>I 3 �--1 -� 7 MOUNTABLE LINE -� 36" MIN. LENGTH FENCE EXISTING FILTER 1 ` .■see= . .■ -� BERM 2' E n =s0° 2_ POSTS DRIVEN MIN. 16" GROUND CLOTH PROFILE / DIAMETER LIQ. DEPTH GAL./FT i i E o k _ ��' FABRIC�� ' = ,�:_ ® (OPTIONAL) _ 20" MIN 2 N a (.13 �_::: -..:: INTO GROUND. SOMI O\ 8 5' 300 N N in _� _ 3 °°' One: KITCHEN GREASE : -_ -: } 2 �� z �e...:;; :5. '^- :. �?!� \O (TRAP L_J.j �-- Z I „II 11___-__ _ 77 '//•'111111�h1 " HEIGHrr of FILTER z LINE Q 11=_I- o = Ib• � / PVG PIPE OR 35 1111-III-1111 ` t. EXISTING 0MIN ®p y p d ii ° IIII=�-III a v y _�. GROUND 1111=1111-1111=11 o v. .� D •v •v 71111+11111,11,111M1,1!" �� •� EQUAL, PITCHED u0DI� +v {�� y y •. K 1271N. EXISTING CAST IRON GONERS TO GRADE MINX)" PER LIN FT t O W B PAVEMENT FINISHED GRADE M1 I�e I J z DROP INLET BURIED FABRIC PERSPECTIVE VIEW �� T V� 1 Hir `' '��r'I^Ill GATE FRAMEPLAN VIEW 8"MIN,TRAFFIC 24' 3'MIN. �-- ms== rra�a i l -� BEARING TOP 20"MIN 20'MIN �` p COLLARZgi , 8 t q 1115. /- 36" MIN. FENCE POST 4 = ' w War �`�i�iieY:�� WOVEN HIRE FENCE (MIN. 14 1/2 - L� : :0PRk -�- 0 GAUGE W/ MAX. 6" MESH INLET - I 3QS S �-- Will '- _ SPACING) WITH FILTER CLOTH CONSTRUCTION SPEC I P I GAIT I ONS MIN 4"0 Zo FLOW LINE N C OUTLET I - �- _It 1 ' I I I 3 FLOW SDR 35 PVC PIPE �G P 35 8'-0" ,,.�"�"� UNDISTURBED GROUND OR EQUIVALENT ::Min 1111,,:,■"�"""1 \, ,A I.STONE SIZE - U5E 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. PITCHED MIN. PVC PIPE OR �'N'�'' �'N :I gin: GATHER EXCESS I•"�'f�'�+iA mei.• y ( IIII COMPACTED SOIL °u.-� .: :.,.. liii a 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE y PER Fr• PITCHED MIN.Ye'/FT - �_ ' g.•_, +� ,� �\_ - AT CORNERS ► A 30 FOOT MINIMUM LENGTH WOULD APPLY). ' (TO SEPTIC TANK b MIN 4 m �� -L� - EMBED FILTER CLOTH A MIN. OF 6" IN GROUND. 4' • 3. THICKNESS-NOT LESS THAN SIX(6) INCHES. u, OR SEWER MAIN) PENETRATION 0 0 CONSTRUCT I ON SPEC I F I CAT I ONS SEGTION VIEW 4.WIDTH - TWELVE (12) FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT I - 'I MONOLITHIC m INTO A VIRGIN STRATA OF SAND POINTS WHERE INGRESS OR EGRESS OCCURSTWENTY-FOUR(24) FOOT IF SINGLE z I BASE SECTION HIGHEST RECORDED GRND WATER AND GRAVELI.FILTER FABRIC SHALL HAVE AN E05 OF 40-85.BURLAP MAY BE USED FOR SHORT TERM CONSTRUCTION SPEC I E I GATI ONS ENTRANCE TO SITE. L 1 APPLICATIONS. I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY BACKFILL MATERIAL - OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. OF STONE. )3'm I �� (GLEAN SAND a GRAVEL) WILL BE OVERLAPPED TO THE NEXT STAKE.3.STAKE MATERIALS WILL BE STANDARD 2" X 4" WOOD OR EQUIVALENT. METAL WITH A 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE 6. SURFACE WATER- ALL SURFACE WATER FLOWING OR DIVERTED TOWARD GON- FENGE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. IMPRAC ICAL, ENTRANCES SHALL BE PIPED AIGROSS THE ENTRANCE. IF PIPING 15TYPICAL SINGLE GREASE TRAP TVP° SANITARY LEACHING POOL (LP) MINIMUM LENGTH OF 3 FEET. IMPRAGTIGAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. vC,_:11 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS INCHESFENGE SHALL BE WOVEN WIRE, 12 I/2 GAUGE,6" MAXIMUM MESH OPENING. 'DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- �•MAINTENANCE -THE ENTRANCE SHALL DIBE MAUI ONTOD IN I CONDITION WHICH WILL SCALE: N.T.S. SCALE: N.T.S. THE FILTER FABRIC FOR SUPPORT. LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMENREVENT T PILLED, OR FLOWING H SEDIMENT ONTO PUBLIC RIGH7RIGHTS- FALL SEDIMENT SPILLED,DROPPED,WASHED OR TR��GTED ONTO PUBLIC RIGHTS-OF-WAY 5. FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL MIRAFI 100X,STABILINKA TI40N,OR APPROVED EQUIVALENT. MUST BE REMOVED IMMEDIATELY. BE SECURELY FASTENED TO THE STAKES AND FRAME. 4. PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUIVALENT. 8. WHEN HASHING 15 REQUIRED, IT SHALL BE DOINE ON A AREA STABILIZED WITH 6.A 2"X 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. OVER FLOW STABILITY.MAXIMUM DRAINAGE AREA I ACRE 5. MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN SEPARATION DISTANCE REQ'MTS FOR /-' HEAVY DUTY AND LOCKING 9 "BULGES" DEVELOP IN THE SILT FENCE. .PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH SANITARY LEACHING STRUCTURES CAST IRON COVERS TO GRADE I- U.S.DEPARTMENT OF AGRICULTURE FILTER FABRIC (OTHER THAN RESIDENTIAL): U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE STABILIZED MINIMUM HORIZONTAL SEPARATION DISTANCES: FINISHED GRADE NATURAL RESOURCES CONSERVATION SERVICE DROP INLET NATURAL RESOURCES CONSERVATION SERVICE SILT NATURAL_RESOURCES CONSERVATION SERVICE A.BUILDING H/CELLAR= 10'-0" -r-- NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION B.BUILDING ON SLAB = 10'-0" 24" Zp • 24" NEW YORK STATE SOIL 4 WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL d WATER CONSERVATION COMMITTEE FENCE PEW YORK STATE SOIL t WATER CONSERVATION COMMITTEE ENTRANCE G.WATER LINES = 10'-0° - BEARING TOP • D.SURFACE HATER(WETLANDS) = 100'-0" I- 20" MIN I V N 20" MIN I �' ) m F.PUBLIC HELL = 200'-O" o ° _ 1 v� G.PRIVATE WELL = 150'-0" I 1' `- I I c4 r1 _ O X 1-+-1 H.RET.WALL(WTRPROFF) = 10'-0" INLET b 4i_ < I .� STOPPER OR J.L)/6 FUEL TANKS = 20'-0" `i __ N GRADE ® GRI = EL. 17.8' END PLUG SUITABLE K.U/G UTILITIES = 5'-0' N 7. Ol1TLET w GRADE @ CR2 = EL.17.(05' SAS LINE/SEWER LINE GROSSING NOTES: COVER L.STORM DRAINS OR MIN 4'DIA. / " J FLOW LINE ; I MIN 4'DIA. ^ T' �, �, I. THE CROSSING OF GAS AND SEWER LINES SHOULD BE AVOIDED UNLESS TO GRADE RECHARGE BASINS= 20-0 SOR 35 PVC b I _ • _ SOR 35 PVC• M"''-'1 - 1 M.CATCH BASINS,NON-LEACHING = 101-0" PIPE OR '- • ., dJ • I PIPE OR .. Q/ eTi ��, �`►, PROVEN ABSOLUTELY NECESSARY IN SUCH GA5E5: N.SAN.L.P. = 8'-O" EQUIVALENT 7 EQUIVALENT O a n , I ;,$ A. SEWER LINE SHALL BE LAID BELOW GAS LINE. AT LEAST EIGH1 ttN P.PROP.LINES = 10'-0" PITCHED MIN. Q _ ' -'--- PITCHED MIN. W m X � COMPACT FILL (Is) INCHES SEPARATION SHALL BE MAINTAINED BETWEEN THE TOP OF Q.TOP OF EMBANKMENT OR STEEP SLOPE Y4 IN/I FT BAFFLE 'I \+ +\ �� ' ###4,4,44-#0 THE GAS LINE AND THE BOTTOM OF THE SEWER LINE. (15%SLOPE OR GREATER) = 25'-0' Q aJ�_ WALL• •.I p )b IN/I FT �� icTI # # B. SEWER LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT f R.BLUFF - 65'-0" a I� 111 ii_ 5.SEPTIC TANK,PUMP STA,GREASE TRAP •G - TOP ® EL. 15.61' OF CROSSING. H OR MANHOLE = 8'-0" -� :I I. X z PROPOSED SANITARY PIPING 2. WHEN LOCAL CONDITIONS PREVENT PLACEMENT OF THE WATER LINE1111 T.SWIMMING POOL = 20'-0" • z REINFORCED DOUBLE STRAND BOTTOM SI EL. 1534' 0 SEWER PIPE a I• M in I 0 RUBBER HOSE 2 #12 WIRE / r '/� ABOVE THE SEWER LINE,THE FOLLOWING ADDITIONAL CONDITIONS . 30° I , I • h� In PIECES TWISTED y APPLY: ELBOW • O i co ��,�� A. A VERTICAL SEPARATION OF AT LEAST EIGHTEEN(Is) INGI IE5 W m SAUCER ? .;#4 643 • SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE SEWER LINE AND SEPARATION DISTANCE REMITS FOR �t ••I• Q-• (� I THE TOP OF THE GAS LINE. IL SANITARY SEPTIC TANKS a al rrte�,, 0 E LOOSEN BURLAP Ib• � 3" MULCH - • �,� I B. GA5 LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT (OTHER THAN RESIDENTIAL): - - - -- -` e a -- -` -,-- - -. IAROUND TRUNK , � ln .� , , A OF GROSSING. MIN.HORIZONTAL SEPARATION DISTANCES: N GRADE 9'h✓.. I, '�'%':4''i***%+*° ':'�i:°:* *:•••;,` i�w� �„ �, TOP @ EL. 13.84' G. SEWER LINES SHALL BE CONSTRUCTED OF MATERIALS AND JOINTS A.BUILDING W/CELLAR = 10'-0' = m :. r y.. ::::..:*, . , �, = , . 7 THAT ARE EQUIVALENT TO GAS MAIN STANDARDS OF CONSTRUCTION \ S� B.BUILDING ON SLAB 5-0 EXISTING X2" GAS SERI/. G.WATER LINES = 10'-0" / / .::: PBOTTOM o EL. 13. 1'8 AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS D.SURFACE WATER(WETLANDS) _ �5'-0" / .. I.°:`:.~ O PRIOR TO BACKFILLING. 60° WYE F.PUBLIC HELL = 200'-0" MIX 25% PEAT :' ✓� N 4.,* ## t0# 6.PRIVATE WELL = 100'-0" / I ( \ W 1 - .T�I ;;S. f L:: \ H.RET.WALL(WTRPRDOF) = l0'-0' H�MOSS (DOGWOODSILI • �A 40, UTILITY GROSSING TABLE: TYPICAL GLEANOUT J.U/G FUEL TANKS = 20'-0' AND EVERGREENS 0,,4•, SCALE: NOT TD SCALE K.U/G UTILITIES = 5'-0" \ ONLY) b' IB'MIN. b' ,� �,�,�,�� No. UTILITIES INV L.STORM DRAINS = 20'-0' / I I ��. INFER: ' �•a,�� PROPOSED EL. 1534' " \ L-11 OF frl/ M.GATGH BASINS = 5-0 N E * A' SANITARY LINE (NON-LEACHING) / ,r, .<G T g O NOTE ES' N.SAN.L.P. = 8'-0" 1 o P UT 9 PLANTING PIT TRENCH DETAIL @ EXISTING EL. 1311' I. FOR CLEANOUT(5) LOCATED IN TRAFFIC AREAS,PROVIDE P.PUMP STA,GREASE TRAP Al S/ o N ►�1 �<� �‹` GAS SERVICE M I NOR TREES SANITARY LINE / UTILITY LINE GROSSING WITH TRAFFIC BEARING FRAME AND COVER. OR MANHOLE = 8-0 • �' Q.PROP.LINES = 5'-0" t 11-n-r1 ( _ J/� PROPOSED EL. 1534' R.SWIMMING POOL = 20-0Ir' S �1 :1't „ lI w/L\ 1 'E r- li WNOT TO SCALE SANITARY LINE 5.TOP OF EMBANKMENT OR STEEP SLOPE Q0 2 SPECS EOR TREE PLANTING EXISTING EL. 13.11' (15%SLOPE oR 6REATER) = 25'-0' �� M-11 m2 "'VGAS SERVICE T.BLUFF = 65'-O' 0 - / o- ��`C 0 3,+3 I. TREES SHALL BE AN APPROVED SPECIES, GROWN UNDER THE SAME CLIMATIC CAST IRON FRAME AND GRATE/COVER 1 ryof -- �� A P '90 SS�n� ✓ CONDITIONS A5 THE PARTICULAR SITE. THEY SHALL BE OF SYMMETRICAL GROWTH, * SEE DETAIL THIS SHEET GAMPBE3_L 1182 C OR APPROVED EQUAL z / �- .....---- FREE � FREE OF INSECT PEST AND DISEASE, SUITABLE FOR STREET TREE USE. \ / 2. THE AVERAGE TRUNK DIAMETER MEASURED AT A HEIGHT OF SIX INCHES ABOVEoI \ JEFFREY T. BUTLER, P.E. THE FINISHED GROUND LEVEL SHALL BE A MINIMUM OF THREE (3) INCHES. FINAL GRADE 3. ALL PLANTING SHALL BE DONE IN CONFORMANCE WITH GOOD HORTICULTURAL z�1 ; .,::: : I e" TRAFFIC NOTES: / -I PRACTICE. THE FOLLOWING IS DECLARED TO BE GOOD HORTICULTURAL PRACTICE: N J . ' �`� BEARING \ NOTE: ALL PIPING INSTALLED (I) THE TRUNK SHALL BE WRAPPED WITH BURLAP OR KRAFT PAPER TREE WRAP ANDI. CONCRETE TO TEST UNDER BLDG SHALL BE CAST IRON, PIPE DIA MIN.PER CONNECTION `B 4000 P.5.1 ® 28 DAYS AND SHALL REMAIN CAST IRON LEAVING 0 2. REINFORCEMENT MEETS - I I/ THE BUILDING TO A DISTANCE OF 5'AWAY I--- PITCH® I% MIN.(AS REQUIRED)) IA.S.T.M.A-6I5,A-185 SPECS _ J- FROM BLDG PERIMETER. n (WHEREin THE TREES BE STAKED WITH TWO APPLICABLE) (2) CEDAR POLES SECURED TO THE TREE BY MEANS OF WIRE THROUGH RUBBER PIPE' HUSH DENSITY POLYETHYLENE(HDPE) a I D D I 3. ALL SANITARY PIPING TO BE NOTE: CALC'S AND DESIGN PERFORMED IN HOSES. (SEE PLANTING DETAIL SHEET) SIZE: 6I 1 D ID DRN INLET TO 5D Gown = Io"m MIN 1 a D I D 4"m SDR 35 PVC ACCORDANCE WITH%OHS SPECS. (3) ALL TREES SHALL BE TRANSPLANTED BALLED AND BURLAPPED,AND THE BALL SO TO SD CONN - 15'Q MIN I1CO SHALL BE AT LEAST TWO AND ONE HALF (2Y2) FEET IN DIAMETER. ROOF LDR CONN = 4'm MIN a 1 a a D I D , u- l1 I 1I I I 1 ,- D I D I SEPTIC TANK - 1200 GAL. Q ° - L (4) ALL TREE PITS SHALL BE BACKFILLED WITH TOPSOIL. � 1 a 1 a 1 a y' ,- L, I D I 3' MIN. 4. ALL TREES LISTED UNDER (I) HEREOF SHALL BE BRANCHED NOT LOWER THAN SIX CONCRETE DOME TOP 3' MIN. I a I 1 1 a 0-5 D la (6) FEET - WITH AN AVERAGE HEIGHT OF 10 TO 12 FEET WITH A MINIMUM SPREAD OF IF a 1 1 1 a D I D SCALE: NOT TO SCALE --J 3 WRAP STRUCTURES APPROVED GY ,�•/'� o �-- I I I� I l 1 a �' u I D I I WITH FILTER FABRIC � I-ti 1- � � O Z � i (USE GEOTEX 35I,BY 0 O (�/ I- I TOP OF 4 FEET. 6'(P STEEL PIPE i 1 1 II '1 Q I D co CONCRETE FILLED / PROPEw PLANNING BOARD p (N �, PAINTED YELLOW SEPARATION DISTANCE REQUIREMENTS FOR j (-777-----1 D7771- II D I O LANDSCAPE NOTE: STORMWATER LEACHING STRUCTURES AND II a I 1 I a D I D I I TOWN OF SOUTHOLD 0 Q I. ALL LANDSCAPING A5 SHOWN ON APPROVED SITE PLAN SHALL BE MAINTAINED IN A PIPING (OTHER THAN RESIDENTIAL): II I I I 1 D I D I 1!) 11 Z M II 1 I a b ,[ ® D I I 1� +-a O VIGOROUS GROWING CONDITION. ANY PLANTS NOT 50 MAINTAINED SHALL BE HORIZONTAL SEPARATION DISTANCES FOR STORM I I a 1 v I a D D I DATE �} / j '.< REPLACED WITH HEALTHY NEW PLANTS OF COMPARABLE SIZE, TYPE,AND QUALITY AT DRAINAGE LEACHING POOLS: -_I _� 7,/ ova/ Op THE BEGINNING OF THE NEXT IMMEDIATELY FOLLOWING GROWING SEASON. PROPERTY LINE = 10'MINIMUM v � # In BUILDINGS WITH CELLAR = 10'MINIMUM SON-RATEABLE ' ` , `12 C W < v 0 BUILDINGS ON SLAB = 10'MINIMUM 10'DIAMETER SOIL C I.J i�-i GRADE HATER SERVICE LINE/LATERALS/MAINS = 10'MINIMUM GROUND WATER N I�- --i N I [rill I I �1 I I> \\\\\\\\\\\\\` UNDERGROUND UTILITIES = 5'MINIMUM v� O0 ACOLLAR MATERIALZ 0 I SANITARY SEPTIC TANK = 20'MINIMUM r b MIN.N. ASPH '::::STONE T GONG BLEND.':?>. :`::t:: :::;:?:';>:>:;:;: ::; ?:;:'?:?:??::: AL RETE b .'c<. ° TYPE LL \ 20' O III I I I \ \ \ _ III \ SANITARYLEACHING POOL MINIMUM TRAT10 www. di nets cli.com 00 (PEKE N) L••. 9 Y - RA I TEABI.E SOL LL / GREASE TRAP - 20'MINIMUM r O - O /// V i1 • • • • �• ALT'•BASE GOURSE In or / BASE COURSEI • \1\ 7 g E 0 of NEW YORK CITY www•ca11811.com � \\�' PUMP STATION = 20'MINIMUMadpdt °r ♦° ' 7caL�•�1 '00 - . &LONG ISLAND \ • \ MANHOLE = 20'MINIMUM - - !/�//�/\/\/\j�//�/j�//\/\//\//\/< /�//\/�/\i�i�%�/�/%\//\� :l`\ \\"727(77,,,,, // .7%7/7'7/�7\\77,2\77\\/%47/-77/.\\,/,‘ ,./\77\\\/7\x/7.//�j �, LL 6 (for other states) \ PRIVATE WELLS = 50'MINIMUM \j\j\\j\j\j\\j\j\\j\\j501L BASEj\j/\\j\j/\j\\j\j\j\j\j\j\ \ STONE BLEND BASE\95AS COMPACTION(STANDARD PROGTOF� \ O 6 ' f m i _ MINIMUM UNDERLYING SAND AND GRAVEL STRATA \//\//\\4 / /\/\/\//\/\/\\/ // //\/\/\/N\/\/\/\/\/\/\/\/. \\/\\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ J..O to FUEL STORAGE TANKS(BELOW GROUND) = 20' " ✓` \��<\te\ /�� \ %\��ja>./�y\�4✓% \/\//1�/i�/� -14.1� 1�li.,\ \ --,/ /\ /// mayiG��Z_4.\//;/ i z 00-272-4480 I 811 MINIMUQ CQ NOTES: _ ,, I. COLLAR DEPTH 15 MOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. PAVEMENT SECTION HORIZONTAL SEPARATION DISTANCES FOR STORM (MINIMUM TRFIIGKNE55) PAVEMENT SECTION (MINIMUM THICKNESS) O O By law,excavators and contractors working in the For safety reasons, homeowners are strongly DRAINAGE NON-LEACHING STRUCTURES: 2•COLLAR MATERIAL SHALL BE GLEAN GRAVEL ONLY. 3.ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. GOMPAGGTED WEARING five boroughs of New York City and Nassau and encouraged to call as well when planning any #3500 CONCRETE WATER SERVICE LINES/LATERALS/MAINS = 5'MINIMUM COURSE-34 STONE BLEND 2" ASPHALT CONCRETEI I/2" - Suffolk Counties on Long Island must contact type of digging on their property.Homeowners $ UNDERGROUND UTILITIES = 5'MINIMUM 4.USE 15 DIA CORRIl6UGATED HIGH DENSITY POLYETHYLENE (HDPE) HEAVY DUTY PIPE FOR WEARING COURSE DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directlyat 1-800-272-4480 or byGREASE TRAP = 5'MINIMUM INTERCONNECTION OF ON-SITE STORM WATER LEACHING POOLS COMPACTED BASE COURSE but no more than 10 working days(excluding calling 811,the national call before you dig g I'-2"l'-2"4) I PUMP STATION = 5'MINIMUM A. HDPE PIPE SPECIFICATION(AASHTO M-294) (EXISTING BANK RUN OR b" ASPHALT CONCRETE 2 1/2" OTHER SUITABLE MATERIAL) BINDER COURSE / \ E weekends and legal holidays)prior to beginning number. For excavation work completed on MANHOLE = 5'MINIMUM B. INSTALLATION OF HDPE SPECIFICATION(ASTM D-2321) any mechanized digging or excavation work to personal property, it is the contractor's SANITARY SEPTIC TANK = 5'MINIMUM G. WATER-TISWT JOINT TESTING SPECIFICATION(ASTM D-3212) FINE GRADE SOIL BASE - STONE BLEND BASE 4" ensure underground lines are marked. responsibility--NOT the homeowner's-to contact A D.GASKET SPECIFICATION(ASTM F-4TT) /�p /� ` / ` ,CI,�I �/ /� �/ /� AREA Excavators and contractors can also submit DigNet. Having utility lines marked prior to BOLLARD DETAIL VERTICAL SEPARATION DISTANCES FOR STORM G RA Y EL PRI Y EI YA I /PARKINS ARE locate requests online,through ITIC.If you do not digging is free of charge. DRAINAGE LINES: currently use ITIC, please call 1-800-524-7603 SCALE: N.T.S. HATER SERVICE LINES = 18" MINIMUM TYPE GAL STORM LINTER PARKIN& FIELD SECTION PAVEMENT SECTION for more information. SANITARY WASTE LINES = 18" MINIMUM LEACHING POOL (SD) DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE 0f 2 ALLOWABLE DENSITY GALL: SANITARY SYSTEM GALGULAT O SH.G. PARKING SIGN: (SEE DETAIL THIS sHT) "NO PARKINGANYTIME" SIGN �° ,< LEGEND: SITE IS LOCATED IN 6 W.MZ. IV = 600 GPO /AC PROPOSED USE: lb SEAT MAX, TAKE-OUT ESTABLISHMENT = Z �f,,,7 mI�.;fi W SITE AREA = 0.1261 AG (5,4414.46 S.F.) AREA: DENSITY LOAD: KITCHEN LOAD: z o� � ^s, ,.- ;; . ,try: . PROPERTY LINESITE m 11. .e!Pon 4' 1'` ^ 0.1261 AG x 600 GPO /AC = 15.68 GPD EX. BUILDING IA21 S.F.SF0.03 GPD/SF 0.12 GPD/SF b CHAIN LINK ti 8 g ,n SANITARY SEWER PIPING 55 55 30.63 GPD 122.4 GPO • :fl HAIN LINK FENCE FENCE W/WHITE , 0 0 o, W/WHITE PTV SLATS PTV SLATS--� ° 'e -r I' " T k i'` P 01 WATER MAIN/SERVICE PIPING N DENSITY LOAD + KITCHEN/GRAY LOAD = HYDRAULIC LOAD / N /.7//' IA _ 1`aPO m LO , �'�•Ri ice- = •' 2Q .4 30.63 6PD + 122.4 GPO = 153.15 GPD (ALLOWED SEATING = Ib SEAT MAXIMUM) ' o� D f' �r STORM DRAIN SD SD TOOL b PAD FORS ROAD: f`F• / ti R STORM DR/41 NAGE GALL. _ ® I2" O.C.E.W. It . ,: ,T; `;,," PVMT GRAVEL AND SEPTIC TANK: (REO'D 2x DESIGN SEWAGE FLOW) I ;' z s `7 d DA 0 DRAINAGE 15 PROVIDED FOR REWORKED / EDGE DUMPSTER 1C1edon�a""' Y\ ::',.:',,i.'1414 - .:: W FLOW ARROW EXISTING BUILDING 2 x 153.15 GPD = 306.3 GPD ZS) sVED ARFJ� - 2 44 SQFT. _ / 2 ,� .r ; QGRAVEL/PA ,5 ri_iplglilliz1=.. � _ . '� (INCLUDES DRIVE,PARKING,H.G.PARKING,MANEUVERING , 4% 1- P bt.SANITARYORSTORMDRNAGEr / \( . ,11 1104 iir SE TRAP: Q'-O" 8'-O" 8'-O" 8'-0" -# 2 5 TOP d fe _�. ,�. _ .�xt. ..� RAINFALL = 2" = 0.161' r I I 1 " FENCE EDGE +k'' . µ' Founders L«ndln Part ,, -,,..144-'`� BEAM TO EXTEND 10 I ,Y s. , USE: BOT.CONT. o , a 1N , EXISTING CONTOUR ��_ ------ COEFFICIENT OF ROOFTOP/PAVEMENT = IA ' c r s (I) 1,200 GAL SEPTIC TANK(8�x4 EFF. DEPTH) « �. �r _,;;: .,, z�,:� ,„-ei;��;,..�,•, :,,�;t,;ROOF MIN. BELOW FIN. GRADE I -O BOT. TIES��; (I) 1,500 GAL GREASE TRAP TYPICAL PARKING DETAILV24 O.G. a ,:� '� z��` �: � 1,. ,., otS Ip21 SQ.FT.x O.Ibl'x IA = IiOS Gl1.FT.voL. (2) 8'� x 6' EFF. DEPTH LEACHING POOLS NOT TO SCALE SEGTION .v �,�B'-O" JOCKEY CREEK DR :7,1:�::::4 :::::` .'4`130. e :.4::' _ pr:: , " H,:1 EXISTING GRADE xb•O • 5095 EXPANSION SHOWN F J ',PAVEMENT/GRAVEL RUNOFF: • MAINTAIN 596 GRADE WITHIN 20' OF SEPTIC SYSTEM ..Yf _ :::: Os� - �ic� � �x'��' IF tr DUMPSTER ENCLOSURE DETAIL 4 .... wA `�` °'244 SQ.FT.X O.Ib?'X IA =42485 GUFT.VOL. TEST HOLE -.4q1 . TOTAL VOLUME REQUIRED = 54534 GIFT. RESERVED P4-6 NOT TO SGA E Y� in = 615.18 GU.FT. L I "' 4 - ` 4 '4 otSI rh TOTAL VOLUME PROVIDED ./ _FINISHED FLOOR ELEVATION FIN•FL.EL• - (lel, I ,S,D,O,T,) �•� w ,p ("! w D ter, ';'= fCUSE: (I) 10'4 x 4'LIQ.DEPTH LEACHING POOL j �V s , flts, . q` S o (SEE SITE PLAN FOR LOG) , a., ACOkilj 'EROSION CONTROL LEGEND: HAND I GAPPED - H�- REAN. IN ,y 6 PARKING SIGN LOCATION MAP: SILT FENCE BARRIER NOT rb SCALE SCALE: NONE EX.HYDRANT - INLET TO BE PROTECTED: 8"WATER MAIN- - - - _ 7- - - - - USE CURB DROP.INLET PROTECTION OR EXISTING GONG.CURB ZONING INFORMATION: • - - - f d SITE PLAN FOR: FILTER FABRIC DROP INLET PROTECTION HAMLET CENTER 'HEY (1711 NO PARKING REPUTED LOCATION OF EXISTING 6A5 MAIN 9 G G5 LOT AREA;20p00 SQ.FT. Approval for Co�Ott•Ot2�dt Feely GRADE AND GRIT EXISTING GONG.CURB - EXISTING: 5,4414.46 SQ.FT.(0.13 AG.) PROPOSED: N.G. ii SITUATED AT: 5510 MAIN ROAD 5011TFI0LD N.Y. Rete ce I - � TOWN OF 50UTHOLD SITE PLAN BASED ON ORIGINAL SURVEY BY: s-- O O EXISTING CONNECTION '` ,�` g�, JOHN G. EHLERS,LAND SURVEYOR,NYS LIG No. 50202 TO EXISTING GAS MAIN LOT WIDTH;60.0 FT. U )�6 ke -W PtSbUtAirt.`4 f ii ✓y.- f4 SUFFOLK COUNTY,NEW YORK 6 EAST MAIN STREET RIVERHEAD,NY 114101 EXISTING: 50.50 FT. r S.C.T.M# 1000-62-3-$ ViSs SURVEYED: 04-01-2015 TEST HOLE PROPOSED: N.G. Theso have be Health Services forgeneral .s,relating• with Susupply l �� ZONING DISTRICT: HB HAMLET CENTER DATUM: NAVD88 BY: MCDONALD GEOSGIENGE LOT DEPTH; 100 FT. and sewage p • Regardless of any omissions.ineonsiisstences or lack ' Canty Department EXISTING USE: RETAIL I- X DATE: APRIL 20, 2015 EXISTING. 410.0 FT. and Construction is required to be in accondti>'xx with the attached PROPOSED USE: TAKE-OUT RESTAURANT APPLICANT: I GROUNDWATER ENCOUNTER AT PROPOSED: N.G. penultof conditions and applicable st unless specifically waived by HIRED HOSPITALITY, INC. • D S.R• 25 z 15.2' BELOW GRADE FRONT YARD SETBACK; 15 MINthe This approval .x Ines 3 tans from the val date, BASED DBA GRACE AND GRIT ) MAID RDA n' x15.6 EXISTING: I.O FT. unlesDepartment.or renewed. y DUSTIN GRAF PL.P.C. BY: g EL. 17.3 GROUND LEVEL O PROPOSED: N.G. : P.O. BOX 104 (� xl8o' MIXED SAND;,LOAM SIDE YARD SETBACK: 10' MN _ 1 `F to , ROCKY rn AND GRAVEL EXISTING: 41.0 FT. • ,2 .�Date 0111 .1 "e'er- 631.821.3442 p....4 NY IITIB //�� • 0 co PARKING GALG: EL. 16.8' 0.5' BELOW GRADE PROPOSED: N.G. h�+••1 w SIDE YARD SETBACK CUMULATIVE: 25' MIN e" DATED: 03-24-01 •� PARKING REQUIRED: rn Q BROWN SILT I(ML) EXISTING: 41.1 FT. RESTAURANT, EXCEPT DRIVE-IN: I SPACE /3 SEATS Q • t- EL. 14.8' (V IKPROPOSED: N.C. SITE DATA: X 6 SEAT RESTAURANT: 6 SEAT/3 SEATS = 2 5P. 25' BELOW GRADE E 154.46: PROPOSED: T- PROP. EROSION CONTROL MEASURE: in PALE BROWN'FINE TO REAR YARD SETBACK: 25' MIN AREA OF SITE: 5,4614.46 5.F.(0.1261 AC) N.G. ^ CZ m PARKING SPACES REQUIRED: 2 SPACES STABILIZE CONSTRUCTION ENTRANCE _i MED SAND(�P) EXISTING: 38.1 FT. AREA OF BUILDINGS: o PARKING PROVIDED: 3 SPACES 0 m PROPOSED: N.G. 1 STY BLDG Ip21 5F• N.C. (SEE DETAIL, DWG No.2) LANDSCAPE AREA: 25%(1,314 SOFT) CONTAINER 124 5.F. t'TO BE RELOCATED) (INCLUDES I H.G. SPACE) r�r s M M EXISTING: UNKNOWN W REPUTED LOCATION OF EXISTINGHATERM, A�-_M I S LOT COVERAGE: 1,145 S.F. 1,145 S.F. I--1 GND WTR ® PROPOSED: 2152% (1,512 SO.FT,) x El ILIZ 1L pq M 18.0'x T/G 1St,' M S86°5 �8 °5 5'00"W 5 2.5(�� EL. 2.1' 15.2' BELOW GRADE LOT COVERAGE: 40% MAX(2,118 SQ.FT� �_M �j EXISTING CURB GUT To REMAIN BIG IS.I' x11.2' ° a a EXISTING GONG.CURB EXISTING: 20.84% (1,145 SQ.FTJ POSTAL DISTRICT: SOUTHOLD 0 x11.4' ° X GONG.APRON a EX.UTIL.POLE WATER IN PALE BROWN pROP05ED: N.G. SCHOOL DISTRICT: 50UTHOLD ASPHALT Q E FINE TO MED SAND (5P) BLDG HEIGHT: 35 FT. MAX B/G I1.4'x (TO REMAIN) FIRE DISTRICT: SOUTHHOLD . WOVEN WIRE FENCE SYMBOL COMBINED SYSTEM(S) 2"X4" WOOD FRAME (MIN. 14 1/2 GAUGE 5O'MIN• . EXISTING HEAVY DUTY AND LOCKING 8" MIN TRAFFIC PAVEMENT CAST IRON COVER TO GRADE b'MAX.G.TO G. MAX. 6 MESH x x x x x ' FINISHED GRADE �, ""_� �N ) ��/''-1. SANITARY / O\SEPTIC BEARING SLAB 3 �, STAKE�\ 36" MIN. LENGTH FENCE EXISTING `/, FILTER MOUNTABLE / LINE \O )TANK 0 0 1 ESs=e- 'es:::-p, 16" CLOTH PROFILE BERM DIAMETER LIQ. DEPTH GAL/FT % F ;1,_ POSTS DRIVEN MIN. GROUND 2 i a.: F N �v FABRIC-�,I " a■- � iv L 20" MIN ry �' (OPTIONAL) / 8'Q 5' 300 v I s )- • ` w �Ep., n :::.= INTO GROUND. 5oT1IN _G - °_4- . - -- �. x „reg -•:- rZ/ z .:..: ' v ® / KITCHEN \0 QTR PSE _ 4---1-J HEIGHT OF FILTH / LINE 5-i -1111- _ <'//'11111■■1 / MIN. 4"m SDR 35 U 0 LI >�- 1uo _may -y"`. ,_ = Ib MIN o PVGPIPEORU0D 9i� o 1111-1111=1111 EXISTING a-IIII-1�=1 I a 4, y -� GROUND EQUALPITCHEDD III►=1111-IIII=1j1 o W .fr esv pv' .� .� �. .� u W �� 12'MIN. EXISTING CAST IRON COMERS TO GRADE MIN)/8"'PER LIN FT U I� N PAVEMENT FINISHED GRADE D 0 D I� - U DROP INLET BURIED FABRIC / ' PERSPECTIVE VIEW «,,,� -WITH GATE q��rr FRAME 36" MIN. FENCE POST PLAN VIEW S2 8"MIN.,TRAFFIC 24' g i al COLLAR MIN. I ITiu FT. !-1-li::".."�'1'I WOVEN HIRE FENCE (MIN. 14 1/2 4 BEARING TOP 2014IN . `�' '° S v 1=?1 FirA91) GAUGE W/ MAX. 6" MESH `I � ' r 1 r 20 MIN ' INLE� �� I � p �- `.• == SPACING) WITH FILTER CLOTH 4 no OUTLET ---� 6 41 - - CONSTRUCTION SPEC I P I CAT ONS MN 4"m I *0 FLOW LINE r - - , nun I I 3 FLOW SDR 35 PVG PIPE + MIN.6'4'SDR 35 Q '"' ? UNDISTURBED GROUND OR EQUIVALENT PVC PIPE OR 8'-0" �o:a j _I I.STONE SIZE - USE 2 STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. PITCHED MIN �� -_6.-4;;;"4"1"11 \� GATHER EXCESS I I COMPACTED SOIL 1111 EQUIVALENT, I-,.ui ;��-""" c• 2. LENGTH-NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A. FT. Z PITCHED MIN.Ye'/FT Y-- '� " --�� --. AT CORNERS � EMBED FILTER CLOTH A 30 FOOT MINIMUM LENGTH WOULD APPLY). :� (TO SE'TIG TANG b'MIN. - rh A MIN. OF 6" IN GROUND. • 16 g OR SB4ER MAIN) z PENETRATION 5 0 4' • 3. THICKNESS-NOT LE55 THAN 51X(b) INCHES. A CONSTRUCTION SPEC I P I CAT I ONS SECTION VIEW 4. WIDTH- TWELVE(12) FOOT MINIMUM,BUT NOT LE55 THAN THE FULL WIDTH AT ,` :71I - al -MONOLITHIC Il m INTO A VIRGIN STRATA OF SAND POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24) FOOT IF SINGLE I N IBASE SECTION \ H`EST RECORDED GRND►WATER AND GRAVEL • LTERI FI FABRIC SHALL HAVE AN E05 OF 40-85.BURLAP MAY BE USED FOR SHORT TERM CONSTRUCT I ON SPEC I P I CATIONS ENTRANCE TO SITE. L J I - APPLICATIONS. I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY 5.FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING BACKFILL MATERIAL - OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. OF STONE. 8'0 IEI (CLEAN SAND d GRAVEL) HILL BE OVERLAPPED TO THE NEXT STAKE. 3•STAKE MATERIALS WILL BE STANDARD 2"x 4" WOOD OR EQUIVALENT. METAL WITH A 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE 6. SURFACE WATER- ALL SURFACE WATER FLOHING OR DIVERTED TOWARD CON- MINIMUM LENGTH OF 3 FEET. FENCE WITH TIE5 SPACED EVERY 24" AT TOP AND MID SECTION. IMPRACTICAL, ENTRANCES SHALL BE PIPED SLOPACROES THE ENTRANCE. IF PIPING 15 TYPICAL SINGLE GREASE TRAP TYP. SANITARY LEACHING POOL (LP) FENCE SHALL BE WOVEN WIRE, I2 1/2 GAUGE,6" MAXIMUM MESH OPENING. IMPRAGTIGAL,A MOUNTABLE BERM WITH 5:1 SLIoPES WILL BE PERMITTED. 'II 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES 1.MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH HILL SCALE: N.T.S. SCALE: N.T.S. THE FILTER FABRIC FOR SUPPORT. LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMENT SPILLED,DROPPED,WASHED OR TRAGTED ONTO PUBLIC RIGHTS-OF-HAY 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL MIRAFI ( OX,STABILINKA TI40N,OR APPROVED EQUIVALENT. MUST BE REMOVED IMMEDIATELY. 6.A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. v\"BULGES" DEVELOP IN THE SILT FENCE. . SANITARY LEACHING STRUCTURES CAST IRON COVERS TO GRADE FILTER FABRIC (OTHER THAN RESIDENTIAL): U.S.DEPARTMENT OF AGRICULTURE U5.DEPARTMENT OF AGRICULTURE U5.DEPARTMENT OF AGRICULTURE STABILIZED MINIMUM HORIZONTAL SEPARATION DISTANCES: FINISHED GRADE NATURAL RESOURCES CONSERVATION SERVICE DROP INLET NATURAL RESOURCES CONSERVATION SERv1GE SILT NATURAL RESOURCES CONSERVATION SERVICE A.BUILDING w/CELLAR = 10'-0' ' -r--)._ , NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL COINSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION B.BUILDING ON SLAB = lo'-O' 24" 24" i 8 MIN TRAFFIC NEW YORK STATE SOIL 4 WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL t HATER CONSERVATION COMMITTEE NEW YORK STATE SOIL a WATER CONSERVATION GOMMITIMEE ENTRANCE G.HATER LINES = 10'-0" r BEARING TOP D.SURFACE WATER(WETLANDS) = loo'-o" 20" MIN v N 20" MIN . j C 1 m F.PUBLIC HELL = 200b" I a a - 1 v G.PRIVATE WELL = 150'-0" 1 I x ¢` I I r` dJ 4:4 O H.RET.WALL(HTRPROFF) = 10'-O" INLET b I 7 I � CS� STOPPER OR J.U/6 FUEL TANKS = 201-0" N GRADE 0 GRI = EL. 17.8' END PLUG SUITABLE K.U/6 UTILITIES = 5'-0" 1• o OUTLET r GRADE ® CR2 = EL.I7.65' GAS LINE/SEWER LINE GROSSING NOTES: COVER L.STORM DRAINS OR MIN 4'DIA. I a RECHARGE BASINS= 20'-0' SDR 35 PMC b' J FLOW LINE 1 MIN 4'DIA ^ ?"' I. THE GROSSING OF GAS AND SEVER LINES SHOULD BE AVOIDED UNLESS I I O GRADE M.CATCH BASINS,NON-LEACHING = 10'-0" PIPE OR I I = - I SDR 35 PVC F'-'-1 V • (713 d #, 4�,�, PROVEN ABSOLUTELY NECESSARY IN SUCH GASES: N.SAN.L.P. = 8'-0" EQUIVALENT I W • 1 PEQUIVALENT O " r - 5 `►, � � A.SEWER LINE SHALL BE LAID BELOW GAS LINE. AT LEAST EIGHTEEN P.PROP.LINES = 10-0PITCHED MIN. aI o --� J-- _ PITCHED MIN. �-+ d- VI4 ��,�,�;�� COMPACT FILL (18) INCHES SEPARATION SHALL BE MAINTAINED BETWEEN THE TOP OF - , Q•(15 SLOPE ORAGREATER)s P OPE Y4 IN/I FT La •I O ye IN/I FT W m X qk �. ,��,�� THE GA5 LINE AND THE BOTTOM OF THE SEVER LINE. I \9 < R.BLUFF = 65-0' TOP ® EL. 15.61' B. SEWER LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT f S.SEPTIC TANK,PUMP STA,GREASE TRAP a 8 c �' OF CROSSING. OR MANHOLE = 8'-0" • J • :IX ? PROPOSED SANITARY PIPING 2. WHEN LOCAL CONDITIONS PREVENT PLACEMENT OF THE WATER LINEIII T.SHIMMING POOL = 20'-0" Z REINFORCED DOUBLE STRAND BOTTOM EL. 1534' ABOVE THE SEVER LINE,THE FOLLOWING ADDITIONAL CONDITIONS SEWER PIPE "I; (� RUBBER HOSE 2 #12 HIRE APPLY: . 30° ELBOW - PIECES TWISTED �I OI p O T M. #4�,,4 A. A VERTICAL SEPARATION OF AT LEAST EIGHTEEN(IS) INCHES m I SAUCER z SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE SEWER LINE AND SEPARATION DISTANCE REQ MTS FOR I• E--'I 11- LL � THE TOP OF THE GAS LINE. SANITARY SEPTIC TANKS a di 0 In LOOSEN BURLAP Io'MIN 3" MULCH = ,� ��'I�� B. GA5 LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT (OTF4ER THAN RESIDENTIAL): -ad - A .- -•- a o • �-I = O iA> AROUND TRUNK , ,�� OF GROSSING. MIN.HORIZONTAL SEPARATION DISTANCES: lTl - - - ./.cG.�IcD�cA:::•:�i%1::�:2•i•2�2:' ❖:::•::: :i•::�;��i � `�0 TOP @ EL. 13.84' 10'-0" - i OI G. SEWER LINES SHALL BE CONSTRUCTED OF MATERIALS AND JOINTS A.BUILDING W/CELLAR = EMIB.BUILDING ON SLAB = 5'-0' --- m ��\ j: : \� G.WATER LINES = 10-0':..•:;: 4PBOTTOM EL. 13.71'8 AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS ° D.SURFACE WATER(WETLANDS) = l5'-0" rPRIOR TO BACKFILLING. 60 WYE F.PUBLIC WELL = 200-0" AL1 -�� 6.PRIVATE WELL = 100'-0" I I \ W � MOSS (DOGWOODS 44•44,4644.$4;0# UTILITY GROSSING TABLE: TYPICAL CLEANOUT H.RET.WALL(WTRPROOF) = 10'-0" / 0"-.4 AND EVERGREENSJ.U/G FUEL TANKS = 20'-0" ONLY) O No. UTILITIES INV SCALE: NOT TO SCALE K.U/G UTILITIES = 5'-0' 6' ( IB MIN. 6 =� �, L.STORM DRAINS = 20-0 / ■ ENGINEER: M.CATCH BASINS = 5'-0' /� PROPOSED EL. 1534' (NON-LEACHING) \ N E W Y / ' \ SANITARY LINE NOTES: N.SAN.L.P. = 8'-0" / O PLANTING PIT EXISTING EL. 1311' I. FOR GLEANOUT(5) LOCATED IN TRAFFIC AREAS, PROVIDE P.PUMP STA,GREASE TRAP ;c� �� T' gUT 9'f- �RENGH DETAIL N. S GAS SERVICE WIP!'.TRAFFIC BEARING FRAME AND COVER OR MANHOLE = 8'-0' ,�y�P MINOR TREES SANITARY LINE / UTILITY LINE GROSSING Q.PROP.LINES = 5'-0° p t ``" '•7 9PROPOSED EL. Is 34 R.SWIMMING POOL = 20'-0' - �' 5 r ' ' �,j wNOT TO SCALE /L\ SANITARY LINE I - A �ZEAISTING EL. 13.11 5.TOP OF EMBANKMENT OR STEEP SLOPE �j(15%SLOPE OR GREATER) = 25'-0" -I` C� ry✓,"SPECS POR TREE PLANTING GAS SERVICE T.BLUFF = 65'-0" ryo ? ft° cls Q93 ��' I. TREES SHALL BE AN APPROVED SPECIES,GROWN UNDER THE SAME CLIMATIC CAST IRON FRAME AND GRATE/DOVER \ -- / • 0 3 �P� CONDITIONS AS THE PARTICULAR SITE. THEY SHALL BE OF SYMMETRICAL GROWTH, SEE DETAIL THIS SHEET CAMPBELL 1182 C OR APPROVED EQUAL \ ,'40FESS�O FREE OF INSECT PEST AND DISEASE, SUITABLE FOR STREET TREE USE. / 2. THE AVERAGE TRUNK DIAMETER MEASURED AT A HEIGHT OF SIX INCHES ABOVEo` \ JEFFREY T. BUTLER, P.E. THE FINISHED GROUND LEVEL SHALL BE A MINIMUM OF THREE (3) INCHES. FINAL GRADE 3. ALL PLANTING SHALL BE DONE IN CONFORMANCE WITH GOOD HORTICULTURAL ivr 8" TRAFFIC----H NOTES: \ / NOTE: ALL PIPING INSTALLED -I THE FOLLOWING 15 DECLARED TO BE: GOOD HORTICULTURAL PRACTICE: BEARING 4000 P 28 I. CONCRETE TO DAYS O PRACTICE. ti hr:;,,,, / UNDER BLDG SHALL BE CAST IRON, (I) THE TRUNK SHALL BE WRAPPED WITH BURLAP OR KRAFT PAPER TREE WRAP AND PIPE DIA MIN.PER CONNECTION (WH E AND SHALL REMAIN CAST IRON LEAVING = 2. REINFORCEMENT MEETSI D PITCH® I% MIN.(AS REQUIRED)) APPLICABLE) I/ THE BUILDING TOA DISTANCE OF 5'MAY F- THE TREES BE STAKED WITH TWO (2) CEDAR POLES SECURED TO THE TREE BY MEANS OF WIRE THROUGH RUBBER PIPE: I I AS.TM.A-615,A-185 SPECS FROM ElLD6 PERIMETBZ. HIGH DENSITY POLYETHYLENE(HDPE) ? a I a D I D 3. ALL SANITARY PIPING TO BE 0 O HO5E5. (SEE PLANTING DETAIL SHEET) SIZE: - L a I ,i4 D I D 4'0 SDR 35 PVC NOTE: GALLS AND DESIGN PERFORMED IN (3) ALL TREES SHALL BE TRANSPLANTED BALLED AND BURLAPPED,AND THE BALL SD INLET TO Si)CONN = I0'm MIN , a I a D�r D I ACCORDANCE WITH SGDFIS SPECS. SD TO 50 CONN ■ 15'Q MIN ii I � I'-q I 4 D 1 D !L CQ SHALL BE AT LEAST TWO AND ONE HALF (2)/2) FEET IN DIAMETER. ROOF LDR CONN = 4"a MIN III a I a I a D I D I (4) ALL TREE PITS SHALL BE BACKFILLED WITH TOPSOIL. I II ® I a I a 4 D I D 3' MIN. SEPTIC TANK - 1200 GAL. z 4. ALL TREES LISTED UNDER (I) HEREOF SHALL BE BRANCHED NOT LOWER THAN SIX CONCRETE DOME TOP I 3' MIN. III I I a I I 5 D I D I • Z )- D (b) FEET - WITH AN AVERAGE HEIGHT OF 10 TO 12 FEET WITH A MINIMUM SPREAD OF r I a I u D D WRAP STRUCTURES SCALE: NOT TO SCALE . . J (Qi O } D I III I I 11 II D 1 D 1 I WITH FILTER FABRIC TOP OF 4 FEET. b'� STEEL PIPEO „I 7 I 4 1 4 D ) D ICZ CONCRETE FILLED ��- (USEPROEw T•EX 351,BY SUFFOLK COLNTY DEPARwgja,HEALT1-1 SERVICES I- 1 m ~ d PAINTED YELLOW SEPARATION DISTANCE REQUIREMENTS FOR 1I1 a I a ,' r1-7,17:11-- 0 1 D-:I O O LLQ R- LANDSGAPE NOTE: STORMWATER LEACHING STRUCTURES AND II 1 a I a l a D D I I. ALL LANDSCAPING A5 SHOWN ON APPROVED SITE PLAN SHALL BE MAINTAINED INA _ PIPING(OTHER THAN RESIDENTIAL): I `I I`-4 1 D 1 D REFEIkENCE NUMBER: Id) D O II' l I D it- II - ) z Q VIGOROUS GROWING CONDITION. ANY PLANTS NOT 50 MAINTAINED SHALL BE m HORIZONTAL SEPARATION DISTANCES FOR STORM I I I I p D `L OR • AL CONDITIONS T < OO REPLACED WITH HEALTHY NEW PLANTS OF COMPARABLE SIZE, TYPE,AND QUALITY AT DRAINAGE LEACHING POOLS: --ll I I SEE DRAWING#.4,...OF---- " 0 L ILIO - THE BEGINNING OF THE NEXT IMMEDIATELY FOLLOWING GROWING SEASON. PROPERTY LINE = 10'MINIMUM • BUILDINGS WITH CELLAR = 10'MINIMUM Z NON-RATEABLE4' 0 C�-' v Ii Li) xBUILDINGS ON SLAB = 10'MINIMUM 10 DIAMETER 1-8 SOIL REVIEWER'S INITIALS: ,.. ....,...... - GRADE HATER SERVICE LINE/LATERALS/MAINS = 10'MINIMUM GROUND WATER I--I O !n i 1 I I I I I �1 I I> ° \�\\�\\�\\v\\j UNDERGROUND UTILITIES = 5'MINIMUMLLAR MATERIAL r Z 1b < ° O 0 SANITARY SEPTIC TANK - 20'MINIMUM / b MIN. :::STONE BLEND.':?:.;..;,,.,:,?.:':':'':'; `:;'::.::'.: ':<;:;.. '.: �:ASPH T ° AL CONCRETE TYPE 6 ::::: O III II I \ \ \ _ III \ � - ETRAT O L(� N NI I SANITARY LEACHING POOL 20 MINIMUM i nein cli.com 5 (PEN N) `nwrw.d9 y � \ \ Ian, ap :0. ; al-..�aC?�/�'Er2z-:,� a1, aI�I•� I. �or /�� GREASE TRAP = 20 MINIMUM RATEABLE 501E • • • BASE COURSE" 1 ''�/1 /1 /1 LTBAE.000RSE . OIlygEolr, O'.\\ of NEINYORK CITY \jj � PUMP STATION = 20'MINIMUM a�11a� (ate �L�r�af ' a� ate. a 'IoV• • • in www.ca11811.com ° / �j\� MANHOLE = 20'MINIMUM - - // /////////// //;/j,,,,,,,,,,/,‘,/,,,,,/,,/://27/7am % / ///:,/j'// /,„,/„.2,%/'ij ij. /\'l\'r� / %�/ \T/\�/�'//�/\�/ \/ / / /\'�%\'/\ �/1\�/ \ r- LL &LONG ISLAND (for other states) \ ;\\\\ \ \ \\ \\\ \% % % %\% % /`%�% I n O \ ' \ PRIVATE WELLS = 50'MINIMUM /\/\//\/\//\//\/\�/\/ SOIL BASE \ \/ /\/\ \/\i,/\ \/� \" STONE BLEND BASE-q5%COMPACTI• (STANDARD PROCTOR) \ •' I� m ih / RETAINING HALLS = 10'MINIMUM UNDERLYING SAND AND GRAVEL STRATA \,/\/\ \\%\\\/\\//\//\\/\\��\j //\/ /\\\/\\/\/�`/�/�/ /1/� =Gc�� f1\\ (\%\\j\j\j\\ \‘‘,\j\j\\/\\\\/\\ /\/\/\/\/\/\/ 0 In C 00-272-4480 811 FUEL STORAGE TANKS(BELOW GROUND) = 20' `�`�' tel\ �/� �' \\ �/��✓ � <\ '\.��\//vim` / ,4S./,j,,'. "/�.�'\--\\ 1 ZIli Q 1-<i MINIMUM NOTES: GRAVEL ROADWAY 0 � O HORIZONTAL SEPARATION DISTANCES FOR STORM I. COLLAR DEPTH IS NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. PAVEMENT SECTION (� 2.COLLAR MATERIAL.SHALL BE GLEAN GRAVEL ONLY. (MINIMUM THICKNESS) PAVEMENT SECTION (MINIMUM T-IICKNE:55) 1n 0 By law,excavators and contractors working in the For safety reasons, homeowners are strongly DRAINAGE NON-LEACHING STRUCTURES: 3. ALL DRAINAGE STRUCTURES MUST$E WRAPPED WITH FILTER FABRIC. f.OMPAGTED WEARING v five boroughs of New York City and Nassau and encouraged to call as well when planning any ° #3500 CONCRETE WATER SERVICE LINES/LATERALS/MAINS = 5'MINIMUM r COURSE-3/4 STONE BLEND 2" ASPHALT CONCRETE I I/2" Suffolk Counties on Long Island must contact type of digging on their property.Homeowners 1 t UNDERGROUND UTILITIES = 5'MINIMUM 4.USE 15 DIA GORRICSUGATED HIGH DENSITY POLYETHYLENE(HDPE) HEAVY DUTY PIPE FOR HEARING COURSE COMPACTED BASE COURSE DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by I , , GREASE TRAP = 5'MINIMUM INTERCONNECTION OF ON-SITE STORM HATER LEACHING POOLS (EXISTING BANK RUN OR 6" ASPHALT CONCRETE but no more than 10 working days(excluding calling 811,the national call before you dig IL -2 PUMP STATION = 5'MINIMUM A.HDPE PIPE SPECIFICATION(AASHTO M-2q4) OTHER SUITABLE MATERIAL) BINDER COURSE 2 1/2" P A.\(3 E weekends and legal holidays)prior to beginning number. For excavation work completed on MANHOLE = 5'MINIMUM B. INSTALLATION OF HDPE SPECIFICATION(ASTM D-2321) _ ` any mechanized digging or excavation work to personal property, it is the contractor's SANITARY SEPTIC TANK = 5'MINIMUM G. WATER-TIGHTr JOINT TESTING SPECIFICATION(ASTM D-3212) FINE GRADE SOIL BASE STONE BLEND BASE 4" ensure underground lines are marked. responsibility-NOT the homeowner's-to contact C A D.GASKET SPECIFICATION(ASTM F-4T1) //��pp ` / ` /C �,/ /� �/ /� /� Excavators and contractors can also submit Dig Net. Having utility lines marked prior to BOLLARD DETAIL VERTICAL SEPARATION DISTANCES FOR STORM MRA Y EEL DRI YEWA I /PARlz I NS AREA 2 locate requests online,through ITIC.If you do not digging is free of charge. DRAINAGE LINES: currently use ITIC,please call 1-800-524-7603 SCALE: N.T.S. HATER SERVICE LINES = 18" MINIMUM TYPICAL STORM MATER PARKING FIELD SEGTI ON PAVEMENT SECTION for more information. SANITARY HASTE LINES = l8" MINIMUM LEAGHII NO POOL (SD) DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE of 2 BASED ON ORIGINAL SURVEY BY: NO HELLS WITHIN 50 FEET o DUSTIN GRAF P.L.S.,P.G. OF PROPERTY LINE r Oq OG Q. Z� '9C, aK._'�,,:Qr • P.O.BOX 104 EX.HYDRANT _ - - - - - _ =Q� r* / ��9 �2 y. •• `;Y ROCKY POINT,NYI1T18 R .- - _ _ _ - - - — :""' ' 6318213442 —_ _ _ — _ _ _ _ _ �" -SITE IBuddsPon , E-y, - DATED: 03-24-04 — EXISTING CONC.CURB % tl7 I,., • LO :r IAu. :iv', = ION OF EXISTING GAS MAIN --� ��o°� y .... _`._.' ll NO PARKING REPUTED LOCATION 9 GONG 9 0 t t '�`� );X ' EXISTING .GAB 9 9 !_ 'L �j \ ROAD: 04 ,,*4 o,,,-},- ,,: 9 9 `EXISTING CONNECTION TO EXISTING GAS MAIN Rel:eeun Estates ,�:t __ - - SANITARY SYSTEM STRUCTURE ® .1� -,^ OGATION CHART w. ',Pr ' 1k '' DISTANCE Amo S • �•• , Y ;.. L .= BLDG ARC SANTARYP �. ` ` p ' .t',' 1. Y msµ,. ; ;3 <'=�r�*.fe CORNER TAG STRUCTURE ` �`F .�_ ,fir = TAG I • _ =.., GREASE TRAP 44'-0" MAIN ROAD S.R. 25 0 - o , ` « ..,Founders Landln Park ,ri -1- `4 O B5 GREASE TRAP n'-0a x18.6 ♦ �Hare„P t ' 1 t} N A 2 SEPTIC TANK 2q'-0° x18.0' Fca; '- B 6 SEPTIC TANK 30'-0" - I Ill JOCKEY CREFK DR k F lr "k F y *� 3 y t E , • . ,= - it -tea' k 'F } l'- , T A 3 L.P. No.l 21'-0a :;.. •th �GK99'' t 9 t • _, 3 A 4 L.P. N0.2 2b'-0" U, CUSTE• Ap rev a } r i ar. CO 1-11 n B 8 L.P. No.2 65'-b" < li 0, ,,76- j 0 1 N PARISH DR rT1 63 V' i'r, rn o�-.,. r4 % • A CNOR LANi ...:P../ „ a 1— M S /� a u.: lye •. EXISTING HATER MAIN M M M r; *u M M M 15 TIC ISb' LOCATION MAP: o m..._-----1,4—__________M 18.0'xW -M (li EXISTING CURB GUT TO REMAIN Q B!G 18.1' xr12' ° a EXISTING GONG.CURB SCALE: NONE w xll.4' . Q a ° EX.UTIL.POLE ` ° EX.GONG.APRON a BIG IT.4'x ASPHALT 41) ` (TO REMAIN) EXISTING GONG.CURB ° .2:).--) T/GIlb'x ° °. 0 SITE PLAN FOR: �' W p4 0 = � Sp 52.50 /. ° ° a a d p 1 al ° da ° EXISTING GONG.51DEWRLK °a 8 a oo _ _ o GRACE AND GRIT a a a ��—� y }�. SITUATED AT: 55150 MAIN ROAD SOUTHOLD N.Y. POSTAL DISTRICT: SOUTHOLDE 'l 0 Co . \ TOWN OF SOUTHOLD SCHOOL DISTRICT: SOUTHOLD >11 c,-C;' W SUFFOLK COUNTY,NEW YORK FIRE DISTRICT: SOUTHHOLD .`0 B / S.G.T.M# 1000-62-3-8 ELECTRICAL SERVICE: PSEBG LI \ ZONING DISTRICT: 'HB'HAMLET CENTER HATER SUPPLY: PUBLIC J I 5 W 65.50' EXISTING MINIMUM COMMERCIAL EXISTING USE: RETAIL FLOOD ZONE: WA �L1 �j * SANITARY SYSTEM PROPOSED USE: TAKE-OUT RESTAURANT SITE 15 IN G.W.M.Z.: IV O11‘ w HI GREASE TRAP:IION 01 WT4 ( G.T. (I) 1,200 GAL SEPTIC TANK WJ� Ex. �/• W EXISTING (8' x4' EFF. DEPTH) F�� O RG. , tRwN y (I) 1,500 GAL GREASE TRAP EXISTING: PROPOSED: LAND NOW OP FORMERLY OF: 3I / (2) 8'4) X 6' EFF. DEPTH SITE DATA: p AREA OF SITE: 5,444.46 S.F.(0.1261 AG) N.G. ENGINEER: GSJP LLG N 1 � �� W LEACHING PDOLS AREA Or BUILDINGS:o USE:DELI 4 . 6 W I STY BLDG 1,021 S.F. N.G. f N E w y • 7,0\ ZONE: HB O \,,..._ y y TOTAL LOT COVERAGE: 1,021 S.F. NG. • (4:-...,_ �� T. B�T�O�'f'(.1 (PUBLIC,WATER) G©• 55 55 .7d . ` g9�M.�{ I M ,• NO WELLS WITHIN 150 FEET tt 3 ni Qo ` � ', 111 W OF PROPERTY LINE rn v, S.T. ��h\. I- I . 7/ o , X o L y\? NO WELLS WITHIN 150 FEET \ m :: s - 2 rn EXISTING „ -cl 2 . / \ OF PROPERTY LINE 1- e3 �. . < I STY FR BUILDING a FO . 734 \, HI UNFINISHED BASEMENT - LAND N/F MULLEN REALTY LLG /-R :r�• G?PE . Ex. FIN.FL.EL. = 18.1' W = -r% 4 ` USE:Automobile Soles Lot TEST HOLE CAC EXISTIGRAVEEL AREA: 1,021 SO.FT. .T rn �: EO to.w1 (PUBLIC WA'°- \ ZONE: ER) BY: MGDONALD GEOSGIENGE ctc-.Q +m LPI DATE: APRIL 20, 2015 •a° IIrir I 00 CD GROUNDWATER ENCOUNTER AT SOUTHOLD TOWN FIRE MARSHALL — NOTES & COMMENTS - BUSINESS/JOB r / S S/B/L 1-- 75 --(? DATE 7 - Date Notes &Comment 557 5° 2 c 2-S . Som r)Lb 00,5 9 s !- 7 . r o7 at? G 3 7o / 4 - -/ 2A U,P ,S 7\ q2.4 ore (i \ A-2_ - DLL- ! INA 0 I F---A rip r ry t 6E- cx) �-�- V 17 f /UF sir'f _J Pt.-SLS 42- s i2 S vE t 6 .Gr74--oP5b sts ' 7 - lames FIRENOTES.docx jetCOMcheck Software Version 4.0.0 Envelope Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title. GRACE AND GRIT Location- Suffolk County, New York Climate Zone. 4a Project Type: Alteration Construction Site: Owner/Agent Designer/Contractor: 55750 MAIN ROAD GRACE AND GRIT JEFFREY BUTLER SOUTHOLD, NY JEFFREY T BUTLER, PE, PC. 206 LINCOLN STREET RIVERHEAD, NY 11901 631-208-8850 Building Area Floor Area 1-Dining:family :Nonresidential 914 Envelope Assemblies R-Value Proposed Max.Allowed Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Dining:family], Exemption.Framing cavity not exposed Exterior Wall 1.Wood-Framed,16"o.c.,[Bldg Use 1 Dining: family],Exemption.Framing cavity not exposed Window 1:Vinyl/Fiberglass Frame.Operable,Clear,Operable, Operable,[Bldg Use 1 -Dining:family],Exemption:Glazing replacement in existing sash or frame. Floor 1:Wood-Framed,[Bldg.Use 1 -Dining:family],Exemption: Framing cavity not exposed envelope PASSES Envelope Compliance Statement Compliance Statement: The proposed envelope alteration project represented in this document is consistent with the building plans,specifications, and other calculations submitted with this permit at-- c. ion.The proposed envelope systems have been designed to meet the 2014 New York Energy Conservation Constructio' Cod- requirements in COMcheck Version 4.0.0 and to comply)vith the mandatory re uirements listed in the Inspection Ch= klis D r � a 9/6 Name-Title ` Signature , ®FN y �,t cEV T• eGT®� ~ Ii 'Ver ~ \* ( rnrr Iw ,\Nom• , ,�� 07349_ i �. 9oFSStor�P ' Project Title: GRACE AND GRIT — �� Report date: 08/12/15 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\GRACE AND GRIT.cck Page 1 of 12 !eCOMcheck Software Version 4.0.0 tc Interior Lighting Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title GRACE AND GRIT Project Type Alteration Construction Site: Owner/Agent: Designer/Contractor: 55750 MAIN ROAD GRACE AND GRIT JEFFREY BUTLER SOUTHOLD, NY JEFFREY T BUTLER, PE, PC. 206 LINCOLN STREET RIVERHEAD, NY 11901 631-208-8850 Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Retail:Sales area:Exempt Total Allowed Watts= N/A Area Category Exemption Qualifications Total Wattage Total Pre-Alt. #Fixtures Activity Area Pre-Alt. Post-Alt. Fixtures Repl./Added Retail:Sales area(914 sq ft.) 750 750 10 0 Exemption Less than 50%fixture replacement Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Retail•Sales area(914 sq.ft.): Exempt Total Proposed Watts= N/A n • terior Lighting PASSES .r m ,° w Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting alteration project represented in this document is consistent with the building plans,specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2014 New York Energy Conservation Construction Code requirements in COMcheck Version 4.0.0 and to comply with the mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: GRACE AND GRIT Report date: 08/12/15 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\GRACE AND GRIT cck Page 2 of 12 COMcheck Software Version 4.0.0 .., 4 Exterior Lighting Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title. GRACE AND GRIT Project Type Alteration Exterior Lighting Zone 2(Neighborhood business district) Construction Site: Owner/Agent: Designer/Contractor: 55750 MAIN ROAD GRACE AND GRIT JEFFREY BUTLER SOUTHOLD, NY JEFFREYT BUTLER, PE, PC. 206 LINCOLN STREET RIVERHEAD, NY 11901 631-208-8850 Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Main entry 1 ft of door 20 Yes 20 Total Tradable Watts(a)= 20 Total Allowed Watts= 20 Total Allowed Supplemental Watts(b)= 600 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces Proposed Exterior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Main entry(1 ft of door width):Tradable Wattage Compact Fluorescent 1 Spiral 13W Magnetic. 1 1 13 13 Total Tradable Proposed Watts= 13 xterior Lighting PASSES°Design 98% better Matim code Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting alteration project represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2014 New York Energy Conservation Construction Code requirements in COMcheck Version 4.0.0 and to comply with the mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: GRACE AND GRIT Report date: 08/12/15 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\GRACE AND GRIT.cck Page 3 of 12 ,, ,• COMcheck Software Version 4.0.0 ,14 . Inspection Checklist Energy Code: 2014 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 2014 New York Plan Review Complies? Comments/Assumptions Energy . . C103.2 Plans and/or specifications provide all ❑Complies [PR1]1 information with which compliance ElDoes Not can be determined for the building envelope and document where ['Not Observable exceptions to the standard are ❑Not Applicable claimed. C103.2 Plans,specifications, and/or ❑Complies [PR8]1 calculations provide all information ❑Does Not with which compliance can be determined for the exterior lighting ❑Not Observable and electrical systems and equipment ❑Not Applicable and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C402.3.1 'Vertical fenestration area <= 30 .❑Complies [PR10]1 percent of the gross above-grade wall ❑Does Not area. ENot Observable ❑Not Applicable C402.3.1 Skylight area <= 3 percent of the ❑Complies [PR11]1 gross roof area. ❑Does Not ['Not Observable ❑Not Applicable C402.3.2 In enclosed spaces > 10,000 ft2 ❑Complies [PR14]1 directly under a roof with ceiling ❑Does Not heights >15 ft. and used as an office, lobby, atrium, concourse, corridor, ❑Not Observable storage, gymnasium/exercise center, ❑Not Applicable convention center, automotive service, manufacturing, non- refrigerated warehouse, retail store, distribution/sorting area, transportation, or workshop,the following requirements apply: (a)the daylight zone under skylights is >= half the floor area; (b)the skylight area to daylight zone is>= 3 percent with a skylight VT>= 0.40; or a minimum skylight effective aperture >= 1 percent. ii C402.3.2. Areas with obstructions that block '❑Complies 2 direct beam sunlight on >= 1/2 of the ❑Does Not [PR15]1 roof over the enclosed area for more than 1,500 daytime hours per year ❑Not Observable between 8 am and 4 pm. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GRACE AND GRIT Report date• 08/12/15 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\GRACE AND GRIT.cck Page 4 of 12 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GRACE AND GRIT Report date: 08/12/15 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\GRACE AND GRIT.cck Page 5 of 12 • 2014 New, York ' Footing /Foundation Inspection - - Complies? Comment/Assumptions' Energy, C403.2.7, Exterior insulation protected against '❑Complies C408.2.8, damage, sunlight, moisture, wind, ❑Does Not C404.5 landscaping and equipment [F06]1 maintenance activities. [Not Observable ❑Not Applicable C402.2.8 Bottom surface of floor structures ❑Complies See the Envelope Assemblies table for values [F012]3 !incorporating radiant heating DDoes Not insulated to >=R-3.5. ❑Not Observable t ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3- Low Impact(Tier 3) Project Title: GRACE AND GRIT Report date• 08/12/15 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\GRACE AND GRIT.cck Page 6 of 12 • Section Plans Verified Field Verified ' #-- Framing'%Rough-In Inspection Complies? .Comments/Assumptions,- & Req.ID Value Value" C402.4.1, The building envelope contains a . . DComplies C402.4.2 continuous air barrier that is ' ' r`` • > ❑Does Not [FR16]1 sealed in an approved manner a _ and either constructed or tested ❑Not Observable in an approved manner.Air DNot Applicable barrier penetrations are sealed in , t an approved manner. I e, r 0402.4:,3, Factory-built fenestration and : ❑Complies C402.4.4' ;doors are labeled as meeting air - - _ t ' ❑Does Not [FR18]3- ' leakage requirements. A' , ❑Not Observable k " - ,. ❑Not Applicable C402.3.3, Vertical fenestration U-Factor. U- U- ❑Complies See the Envelope Assemblies C402.3.4 ❑Does Not table for values. [FR8]1 ONot Observable ❑Not Applicable C402.3.3 Vertical fenestration SHGC value. SHGC: SHGC: ❑Complies See the Envelope Assemblies [FR10]1 ❑Does Not table for values. ❑Not Observable ❑Not Applicable C303.1.3 J Fenestration products rated in ❑Complies [FR12]2' ;;'i accordance with NFRC. ; - a • EDoes Not + 1 •❑Not Observable ❑Not Applicable C303.1.3 ;Fenestration products are - " -❑Complies [FR13]1 certified as to performance labels ❑Does Not or certificates provided. . '❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2- Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GRACE AND GRIT Report date: 08/12/15 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\GRACE AND GRIT.cck Page 7 of 12 2014 New'° , . York - Mechanical;Rough-in Inspection: . Complies?. Comments/Assumptions Energy , . 4 ' . - . . C402.4.5: I Stair and elevator shaft vents have .❑Complies 1 ;motorized dampers that automatically ❑Does Not [ME3]3 ;close. [Not Observable ❑Not Applicable C402.4.5. ;Outdoor air and exhaust systems have ❑Complies 2 ', . ;motorized dampers that automatically ❑Does Not [ME-5813 ;shut when not in use and meet ['Not Observable . ;maximum leakage rates. Check ;gravity dampers where allowed. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2;, Medium Impact(Tier 2) `3. Low Impact(Tier 3) Project Title. GRACE AND GRIT Report date: 08/12/15 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\GRACE AND GRIT.cck Page 8 of 12 2014 New" , York Rough-In Electrical Inspection , Complies? „ . , Comments/Assumptions•, • Energy ` ` C405.2.4 ';Automatic lighting controls for exteriornComplies `[EL25j2, lighting installed. ElDoes Not ❑Not Observable ENot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 - Medium Impact(Tier 2) 3.- Low Impact(Tier 3) Project Title: GRACE AND GRIT Report date: 08/12/15 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\GRACE AND GRIT.cck Page 9 of 12 Section' -Plans,Verified- Field Verified '! ' ' # Insulation Inspection Complies?, Comments/Assumptions &Req.ID Value . 'Value , C402.4.1. All sources of air leakage in the . .;❑Complies 1 building thermal envelope are ❑Does Not [IN1]1 sealed, caulked,gasketed, weather stripped or wrapped with ' j❑Not Observable moisture vapor-permeable ;❑Not Applicable wrapping material to minimize air' leakage. - a C402.4.2. :Roof R-value. For some ceiling R- R- ❑Complies See the Envelope Assemblies 1 I systems,verification may need to ❑ Above deck ❑ Above deck ❑Does Not table for values. [IN2]1 occur during Framing Inspection. ❑ Metal ❑ Metal ❑Not Observable ❑ Attic ❑ Attic ❑Not Applicable C303.2 ;Roof insulation installed per ❑Complies [IN3]' manufacturer's instructions. f' #❑Does Not i Blown or poured loose-fill 1 ` '❑Not Observable insulation is installed only where " the roof slope is <=3 in 12. I. - )❑Not Applicable C303.2 Above-grade wall insulation ` A ❑Complies ' [IN7]- installed per manufacturer's [‘, ",[]Does Not instructions. ❑Not Observable l '; , 40Not Applicable C402.2.5Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies [IN8]2 ' ' i ❑ Mass ❑ Mass ❑Does Not table for values. ❑ Steel ❑ Steel ❑Not Observable ,1 • ❑ Wood ❑ Wood ❑Not Applicable ,i , C303.2 -•i Floor insulation installed per - , . - 'r 3❑Complies [IN9]2 r 7.Jmanufacturer's instructions. ❑Does Not ` } ' i❑Not Observable . 3❑Not Applicable 630311 ;Building envelope insulation is ❑Complies [IN10]z.a` :,labeled with R-value or insulation -, {❑Does Not .;,certificate providing R-value and ;other relevant data. ❑Not Observable [ . ' _ ; - '`- ❑Not Applicable C303.2.1 Exterior insulation is protected i . - i❑Complies [IN14]2,. ; -!from damage with a protective - ❑Does Not ;material.Verification for exposed .," - •#foundation insulation may need I,:' ` ❑Not Observable -'-",:to occur during Foundation l (❑Not Applicable ';Inspection. I F ' 402.2.1 ;Insulation intended to meet the 1- S - i❑ 0Complies [IN17]3: : 4roof insulation requirements - ' j❑Does Not . , ''' ;cannot be installed on top of a , '.'.;suspendedceiling. Markthis [Not Observable '"•I requirement compliant if ❑Not Applicable - ;insulation is installed accordingly.,;, ; ,. ., Additional Comments/Assumptions: 1 High Impact(Tier 1) 2-1 Medium Impact(Tier 2) °3 Low Impact(Tier 3) Project Title: GRACE AND GRIT Report date: 08/12/15 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\GRACE AND GRIT.cck Page 10 of 12 2014 New . =. • _ York- . ° Final"Inspection Complies?. Comments/Assumptions Energy • C402.4.8 ;Recessed luminaires in thermal ❑Complies [FI26]3., envelope to limit infiltration and be IC ❑Does Not `;rated and labeled. Seal between ;interior finish and luminaire housing. ENot Observable . ❑Not Applicable C405.6.2 Exterior lighting power is consistent ❑Complies See the Exterior Lighting fixture schedule for values. [FI19]1 with what is shown on the approved ❑Does Not lighting plans, demonstrating proposed watts are less than or equal ❑Not Observable to allowed watts. ❑Not Applicable C408.3 ;Lighting systems have been tested to .❑Complies [F148]1 ensure proper calibration, adjustment, LiDoes Not programming, and operation. ['Not Observable ❑Not Applicable C406 Efficient HVAC performance, efficient ❑Complies [FI34]1 lighting system,or on-site supply of ❑Does Not renewable energy consistent with what is shown the approved plans. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2- Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GRACE AND GRIT Report date: 08/12/15 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\GRACE AND GRIT.cck Page 11 of 12 1 Project Title: GRACE AND GRIT Report date: 08/12/15 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\GRACE AND GRIT.cck Page 12 of 12 I0 op . 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IStilDidif cata z, per s t otf In kits kemorE., Mf U taunt to lemoins on g'ea Sr¢c fuel shut-off steer Pf N R PS 0 All sysleres to aoffvote atattcar t in some hoard seta • * Aloca�O mit tate It one f _ • - • X°+Manual pulite booted 104.5 fee from hood feet from floor. X Al fuel mutatts ara GAS union othembe noted • , b yQ•g ' R Y it 4`, .6.' J1 -- ,....l aR,li;� F A%i:;1t�.*q'•F�':�gp;n-;;'R} ..R Ir• o¢ �{,ti.'•e�t� " , , w e's rq, '". dad - (-4+,'.f . „',..., ..�.._ .w.. Gam® °.s' t . w. 1 /P4'//1/ deb ' • 5r4 ' Aw • 3 "5--) •Z a t °° • !4. ._ ffs 0416 0 j (� Er;)y;: ALL ISLAND FIRE PRO'TECTION :.•! ' " 1180 NIOAITAUK.fIlttfY L SG * : EAST PATCHOCfi11772SCOPE OF WORK: 409,-.4. ,tif/SrdZL NFlif. 96 6X/y$ c rdaft/41'6r— ' ' PHONE: 631-286-490s , FAX: 631-2864044 ' '� � �� iRECEOVE' , N ✓ +- EDote NASSAU couNiy# D1.000000962 , _ R rTES f ' lA/ J'l�2r$DiG D r; APR 5 20 6 fi ,i.. GAQ,4G t i Gam'i'is , _c5 7j'D OM-ivy RJ BUILDING DEPT. -\ 4/NG E Ki r ,t- p .6d1 U ?'ffOL.D /V ' TOWN OF SOUTHOLD I = �.D Ot j�►l R A!/✓L�1Q . _ .___ _.__. _. ..____ to�} ' �E e.�- 4 1 r 1 � koProct6 +- cyropf 5wrfcrf DRAW BY:,_- � 4/ 4.TI� ON i/g/� 076 _� Cry �. r-Af5ul-A-rfOov I • KITCHEN x All Views to the following scale Dimensions ' ' /,�/ :New Kitchen ,,,_„Existing Kitcheny T ! e1 # ""� NON Combustible[Masonry] ✓Limited Combustible-[S/Rock-Metal Stud]] _Combustibles g.•. 4!fin 40`i FIRE RATED WALLS--2 hr Exiting-1 HR OK _,.-_,Special Sprinkler Instillation-1 hr ok OPENING PROTECTIVE[11A hr]-(self closing,latching,fire rated door assembly[ Special Sprinkler Instillation-%hr ok • 4' OR _OK WITHOUT Opening Protective's if ALL the following Comply: 4 ' 01x 2)`7 - i ;'/164-r Sb✓SOk b'S qD.C F/1!t/ 7°Vkr i D/O "Draft Curtain 24"ht INC/LC] *HdslAes *Special Sprinkler Installation __________ __i Exit at Grade—or—Sprinkler heads within 24 inches of draft'ourtaln,60 inches apart,kitchen side X „Cooking Equipment in the kitchen�,Cooking Equipment at the front counter,_ _Cooking Equipment in the dining room r�� V�inept' Cooking Equipment in a mobil unit—Cooking Equipment in a concession stand_Pizza Oven 1- HOOD • - Exhaust cfm-Medium Duty x Exhaust cfm-Heavy Duty Exhaust cfm--Extra Heavy Duty CONTRACTOR: All Island Fire Protection [hot top,griddle,fryers,pizza,rotisseries] [range,wok,gas/elm broilers] [Solid fuel char broilers] [Wall-Unear Ft x 3001[S-island Linear Ft x 5001 [Wall-Linear Ft x 4001[S-Island Linear Ft x 600] [Wall-Linear Ft x 550][S-island Linear x 700] ^ 1180 Montauk Highway A„Liquid tight external weld x 12 ft max hood length per exhaust riser x 18 ga steel or 18 ga Stainless j yti' 4 a . i '°E �IL�- � East Patchogue, NY 11772 Supply Air 50/50 approx.replacement Supply air deg difference a except A/C;Supply air hood damper(286 deg max) i Le 631-286-4000 Fax 631-286-7044 ._Clearance-3"to Cohibustibies,including 1 inch mineral wool,(insulate the combustible not the hood) ; X Clearance-3"to Limited Combustible Clearance-0"to Non Combustible x Insulation-max Flame Spread Rating 25/x ' _ 3'° m • CHARBROILERS-4'min to hood _Solid fuel to have spark arrestors _Solid fuel-under separate hood LOCATION: _,FRYER-16-inch space to the flame producing appliance or 16 Inch high steel baffle �'e/1G,c I`- 6 41/T's ,FILTERS to heat source 18-inch minimum To flue baffles 6 inch minimum(uprights,rotisseries,ovens,etc) . '` . • •.6 inch overhang all sides ,..L7ft maximum off floor x24 inch minimum height all sides 18 5,57 5' � 44 LISTED HOOD Installed in accordance with terms of its listing. x Elec.Wire In conduit or EMT i Ur ,4.1 e NY Manufacturer Exhaust _ pClearance(Hood bottom to appliance top) ��,(/,��,r� .y]" f f/�jVl� 'p/i�C/¢/� -_•-Model _Supply cfm _Maximum cooking surface temp IIIt DUCTS 3. . ` 074 fs STS d, 341- hive- 5'a-v"4 / S as X AiRFL4W of 1500 ft/minute minimum 1 fatait1_ s TWO s Ventilator PP/b1 -5r—' R fg.: NY/PA/ IDimeh5lons(L x W x H) x 16 ga steel or 18 ga Stainless X Field welds to be Bell or Telescoping , X Duct exits bldg directly as possible Horizontal duct travel less than 75' :Duct connections to have flush bottoms , Model# �1: `/f 6 GSM: 44177 X Liquid tight external weld XNo exhaust dampers use x Duct pitched back hood to collect grease Ventilators are hanged with hold open retainers and Ducts not shared by others Systems • _ i,_Shali not pass thru firewalls •x_Not insulated until inspected _CLEARANCE-3"minimum from combustibles,including 1-inch mineral wool,(insulate the combustible not the duct) grease collector SOX. „x Clearance-3"to Limited Combustible -01 Clearance-0"to Non Combustible XACCESS PANELS-to be unobstructed Within 3 ft each side of an Inline fan X Signs-'Access panel-Do Not Obstruct' I 20 Feet Horizontally ,Alt every floor Vertically At every direction change _.,Access door at vertical riser base ° Duct Secured to bldg - ..L,EXTERiOR-Weatherproofed- / d a °' _,,•ENCLOSURES in building more than 1 floor ceiling above hood or through any concealed spaces ducts shall be enclosed • `'2'X�v �0 ��i1�/� #9 , C®ets$1 tBCted 16 g• Ulg� "Penetrating floors&ceilings "6 inches between duct&enclosure "vented at roof Though Penetration Fire Stop System as 0Itemative to enclosures with 6"airspace shall have a minimum 3"inclusive airspace, steel exhaust duct welded liquid tight with Insulation depending on mfg. ••nd clean out doors where required. FAN ,t ' X TERMINATES--at building exterior up and away from roof x 40 inches from roof(Sea Drawing&Notes) y r� .� X Fan hinges away from duct,with hold open retainer&flexible waterproof cable x Grease drains back to trap at fan (j Minimum 10'to air intakes,property lines,windows,doors or 3"vertical g-Safe access area for servicing /041 X �'X�` �!➢6�P�#96 constructed Exhaust Hood _ Non-Combustible side fan termination ok,no operngs 10'horizontal vertical down,32'vertical up,except char-broilers not 18 gauge weF-'sed liquid tight. permitted 14. ALL ISLAND FIRE PROTECTION - - ,:Ie� 1180I®ION AU9S HWV �• __ a a, IAST PATCHOGUE, NY 11772 VE SCOPE OF ®tt6�: aftli ..ref/STILLN/c,/�.4�' 'X/VAW T kt2COPHONE: 63'1-266 0- ��a _ FAX 631-266.7044 _ !$ G/i�E r7 /VL � L9.�W L/ V//� y!/ NASSAU couirry*us L000000962 ..- t. _ _ _ _ .. ,.___ _____- _______ _ . _ •, ____-_ APR 1 5 2016 /9w iRlr7ES /N4•7"✓/�2r$D/G_1-'D�v -...._. _ LOCATION , /4 it c E +4- 6.00/•is BUILDING DEFT. S6 75'0 ill 4././V A/O TOWN OF SOUTHOLD - ��1v rh�D�o iv' ` ^ n F_fNGf Kir t~ r}oi.D °Poi RETAti✓ER SNC 4410�D ' - GSE CopR ,, I lecP rAct6 4- wr•®Ff= SW left DRAW BY: I '- 4/ 4.T Oil d/g/az0/6 1 '7 0. 444'r-et-K.. •Lie . a2.4l KITCHEN x All Views to the following scale Dimensions ' - - - ' 7-New Kitchen Existing Kitchen iv ,p. ; ,t n• • ANON Combustible[Masonry] ✓ Limited Combustible-IS/Rock-Metal Stud]] Combustibles S/Z-� ! FIRE RATED WALLS-2 hr _Exiting-1 HR OK Special Sprinkler Instillation-1/hr ok -,_OPENING PROTECTIVE[134 hr 1-[self dosing,latching,fire rated door assembly]----•Special Sprinkler Instillation-6A'hr ok • nn//�iir t OR . OK WITHOUT Opening Protective's if ALL the following comply: 4 z' - iC n4Ztt 14:* ,t ; tE/Ar 56V604 66 qi;(AN 1,Q,AJ OdV) *Draft Curtain 24"ht[NC/LC] *Hds/Aes *Special Sprinkler Installation , ________.,___i Exit at Grade--or—Sprinkler heads within 24 inches of draft'curtaln,60 inches apart,kitchen side _Cooking Equipment in the kitchenei_-Cooking Equipment at the front counterCooking Equipment in the dining room �7 r�� /�4.•Iry f w,Cooking Equipment in a mobil unit—Cooking Equipment in a concession stand_Pizza Oven 1- HOOD -, Exhaust cfm-Medium Duty x Exhaust cfm-Heavy Duty Exhaust cfm-Extra Heavy Duty CONTRACTOR: All Island Fire Protection [hot top,griddle,fryers,pizza,rotisseries] [range,wok,gasfe(ee broilers] [Solid fuel char broilers] ' x [wall-Linear Ft x 300][S-island Linear Ft x SOD] [Wall-Linear Ft x 4001(S-Island Linear Fix 6001 [Wall-Linear Ft x 5601[S-island Linear x 7001 1180 Montauk Highway Liquid tight external weld x 12 ft max hood length per exhaust riser x 18 ga steel or 18 ga Stainless , 1044' rg ',. Tiff- 0'10-0,4 East Patchogue, NY 11772 ; .Supply Air 50/50 approx replacement -. _Supply air deg difference except NC—Supply air hood damper(286 deg max) 3 1., Tel:631-286-4000 Fax:631-286-7044 Clearance-3"to Combustibles,including 1 inch mineral wool,(insulate the combustible not the hood) X Clearance-3"to Limited Combustible Clearance-0"to Non Combustible x Insulation-max Flame Spread Rating 25/x ' c m si CHARBROILERS-4'min to hood _Solid fuel to have spark arrestors _Solid fuel-under separate hood LOCATION:/ ter• /• JLFRYER-16-inch space to the flame producing appliance or 16 inch high steel baffle • ' - vde�G.G 6,- v, 40!775 ,, ,,,FILTERS to heat source 18-inch minimum_LTo flue baffles'6 inch minimum(uprights,rotisseries,ovens,etc) 43 oat 5575o /� �� . ,g„6 Inch overhang all sides -VII 7ft maximum off floor inch minimum height all sides 1 O ��n LISTED HOOD installed in accordance with terms of its listing. x Elec.Wire In conduit or EMT - . I - c�vU7'a. D e N v Manufacturer Exhaust Clearance(Hood bottom to appliance top) 6 w�e� tjr ffnivi4 /O/AerA-/; Model Supply cfm Maximum cooking surface temp - a Q �_�,w DUCTS orA1404 ss tT1 L. kit Al- .�o�P- 5-.1,5'6 . /I2 so, r ,w// ^ - a D�J'T�.t/ X AIRFLOW of 1500 ft/minute minimum /6� 'of L S r-v-o Vent f•r: eVr"6'/f� r a, a,: 'Dimensions(L x W x H) x 16 ga steel or 18 ga Stainless X Field welds to be Bell or Telescoping 36, x„Duct exits bldg directly as possible Horizontal duct travel less than 75' -X Duct connections to have flush bottoms Model #: • ifif 6 CFM: #477 x Liquid tight external weld r,, x No exhaust dampers use x Duct pitched back hood to collect grease ,. Ventilators are hinged with hold open retainers and ,Ducts not shared by others systems x_Shail not pass thru firewalls -g__Not insulated until inspected grease collector box. „-CLEARANCE-3"minimum from combustibles,including 1-inch mineral wool,(insulate the combustible not the duct) ' • xClearanoe-3"to Limited Combustible - Clearance-0"to Non Combustible ACCESS PANELS-to be unobstructed Within 3 ft each side of an inline fan x Signs-'Access panel-Do Not Obstruct '; ' Z0 Fe-t Horizontally - „-.-,At every floor Vertically At every direction change ,Access door at vertical riser base '' Duct Secured to bldg x EXTERIOR-Weatherproofedd 11 •• ENCLOSURES in building more than 1 floor ceiling above hood or through any concealed spaces ducts shall be enclosed CA-$ 1o. %60 N FPA #96 constructed 16 gauge *Penetrating floors&ceilings *6 inches between duct&enclosure *vented at roof , steel exhaust duct welded liquid light with insaa9®tiers _..,Though Penetration Fire Stop System as pltemative to enclosures with 6"airspace shall have a minimum 3"Inclusive airspace, depending on mfg, and tyle•n ;•u$doors where required. FAN o x TERMINATES--at building exterior up and away from roof . X 40 inches from roof(see Drawing&Notes) r �� •� x Fan hinges away from duct,with hold open retainer&flexible waterproof cable x Grease drains back to trap at fan 0 A xMinimum 10'to air intakes,property lines,windows,doors or 3"vertical Safe access area for servicing , ,, / `L X 47./(24H FPA#96 constructed Exhaust Mood Non-Combustible side fan termination ok,no openings 10'horizontal vertical down,32'vertical up,except char-broilers not permittedted •18 g•Loge welded liquid tight. , .•,(Aff-Psf---t R_ oBc± t 0 PROPOSED FOOD SERVICE EQUIPMENT(KITCHEN) PROPOSED CUSTOMER SEATING (DINING AREA) SEATING CAPACITY METHOD 1 METHOD 2 BASED ON OCCUPANCY OF A-2 'n EXISTING PROPOSED (PREFERRED) JANITORS GL. �`•�KITGFB�AREA REST ROOM ID* QTY' DESCRIPTION MANUFAGIURER MODEL ID* QTY. DESCRIPTION SEAITN6/TABLE MANUFACTURER MODEL I.SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE cv EXISTING PERMIT# 1 1 1 1 1 I EQUIPMENT EQUIPMENT KI 2 STORAGE LOCKERS WA VANGUARD 3 TIER,VAN.HANDLE Si I 3'x5'RECTANGULAR TABLE 6 PEOPLE/TABLE TBD TBD 2.ALLOWABLE AND PROPOSED OCCUPANCY 15 6 PERSONS. D o (SINKS,DIPPER WELLS, (SINKS,DIPPER WELLS, K2 I WIRE SHELVING-48'Wx24"Dx64'H WA REGENCY (4)460ECP64 AND ,, p TOTAL SEATING= 6 PEOPLE VENT THRU ROOF I VENT TFIRU ROOF STEAM TABLE DRAINS, STEAM TABLE DRAINS, / / / / CONDENSATE DRAINS, CONDENSATE DRAINS, K3 I 3 COMPARTMENT SINK 2" UNIVERSAL LJI818-362448 '=' L � 7 � 7 SYMBOLS � / / 'J / ETC) FTG) K4 NOT USED PROPOSED CELLAR EQUIPMENT 0 SMOKE DETECTOR © EXHAUST FAN / .T. ', / / r / � OUTLET K5 I 5.5.WALL MNTD DRNG SHELVES WA ADVANCED TABCO DT-6R-4& (INTERCONNECT PER CODE) ..-+ I / / I / I"AIR 6AP ~- FLOOR SINK/DRAIN Kb I WIRE SHELVING-42"Wx24"Dx34"H WA REGENCY (4)460ECP34 AND ID* QTY' DESCRIPTION MANUFACTURER MODEL ,o CARBON MONOXIDE DETECTOR 0 PULL STATION / r / / / - I'AIR 6AP - (4)460E02442 CI I HOT WATER HEATER RHEEM G15-125 O (ONE PER FLOOR) \\AC" ,�� / I I �O / / I / RECEIVING LINE FLOOR K7 I 30"SINGLE DR REFRIGERATOR WA LEADER LR3050 M� � ��d / I I O / / I / (2X DIA OF OUTLET) K8 I 30"SINGLE DR REFRIGERATOR WA LEADER LR3OSC �� ANG ��yv �G • ; (,)Dr' s / 3 CAMP. HAND / / / RECEIVING-- -, ,��0 WALL LEGEND Q L01\ O'S .,O`�� 1 ,�; '�'. (' I ,�_ ( D SOF / SINK O SINK / / ( i / LINE Kq I GAS FRYER WA AVANTCO FF300 G \, Q" _ Y I' c TAT': � �W�� CODES / 4 / LAV / PROPOSED KIO I 36"GAS RANGE-U SERIES WA US RANGE U36-6R,W/S.S. ® -- Q �� G ` ` ` �► EXISTING WALL. P ,P FO' / EXlsr. I DIRECT DRAINS: / '',T 141) FRESH AR INLET INDIRECT CONNECTION METHODS BACKGAURD 4 SHELF 5�Q� �(��G�� ,� ^4=0')l R E ) AN ) CO�I D IT ONS OF / 1�'s�K I 1 I I I I sEE PLUMBING NOTE 3 / I / SCALE: NONE KII I GAS CHARBROILER-TABLE TOP N/A API"!WYOTT GCB-181 ® �/ L� . EXISTINS / I % EXI571N6 / I / KI2 I GRIDDLE-TABLE TOP WA APW WYOTT EG-24i \s- �j /�� OPOSED WAL S ¢ tQ� NI / .SOU" ��T� ZZ - GRADE / 2' I I/2' / E)QSTING GRADE &RADE V r/ EXISTING GRADE KI3 I WORK TABLE W/No SHELF BELOW WA ADVANCE TABOO TKAG-304,5'BKSPLSH ��* ®� -�- �/ SOOT �! T( "::':N P '!TING BOARD / C.O.II■■� / ` I / PLUMBING CONNECTION NOTES: K14 I WORK TABLE W/SHELF BELOW WA ADVANCE TABOO TT-246 Q� LEGEND: �- }. / AIR GAP 4■ % S TO GREASE TRAP DIRECT DRAIN .it / I. TO PREVENT THE POSSIBILITY OF FOOD CONTAMINATION,A DIRECT KI5 I WORKTOP,REFRIGERATOR BELOW N/A TRUE -6O o �Q v� _✓ "r=s / / OF PROPOSED PLUMBING��3 4....r..... 'J� TO SEPTIC TANK PROPOSED KITCHEN HASTE PIPING KI4 KW �{- - ASSEMBLY PROPOSED / CONNECTION MAY NOT EXIST BETWEEN A SEWAGE(HASTE PLUMBING)SYSTEM KI6 I HOOD(36 DEEP x 108 LG) WA HOODMART OR EQUAL TBD �� / SEWAGE DISPOSAL / OF PROPOSED - . i. . / 4'Q KITCHEN HASTE LINE / SYSTEM PROPOSED PROPO.>ED / 5B4AGE DISPOSAL AND ANY DRAINS ORIGINATING FROM EQUIPMENT IN WHICH FOOD,PORTABLE KI-1 3 TRASH RECEPTACLE WA TBD TED PROPOSED SANITARY SEWER PIPING 55 55 / / 4'0 SANITARY WASTE UNE CAST X2011 EQUIPMENT OR UTENSILS ARE PLACED. DRAINS FROM REFRIGERATORS, - �� SYSTEM KI8 I WIRE SHELVING-24'Wxl8"Dx64'H WA REGENCY (4)460ECP64 AND COOKING KETTLES,HOT AND GOLD FOOD TABLES,FOOD PREPARATION (4)460EGI824 PROPOSED GAS SERVICE PIPING 6 6 z `n u' / / HOUSE TRAP / SINKS,DIPPER WELLS,STEAM TABLES,SODA TOWER DRAINS OR SIMILARp ry 0 / KIR I WORK TABLE W/NO SHELF BELOW WA ADVANCE TABOO T5A6-247 t�r�r. A) N PLUMBING RISER DIAGRAM / / EQUIPMENT SHALL BE INDIRECTLY(AIR GAP)CONNECTED TO HASTE LINES n7 N / // PLUMBING RISER DIAGRAM �/ (SEE DETAILS) K20 I HAND SINK W/REAR SPLASH GUARD �" KROWNE HS-2 AND H-107 PLUME = NG WATER C 1P1NG w N al � KITCHEN WASTE �/A SANITARY WASTE Y//I 2. DIRECT DRAIN CONNECTION: USE FOR HAND WASH SINKS,MOP SINKS AND AND 2 SIDE SPLASH GUARDS ON LEAN ^NTP IT RFF t S o • /f *HAND SINKS TO BE OUTFITTED W/MAGNETIC SOAP DISPENSERS AND PAPER TOHEL HOLDERS NONE FLOOR DRAINS. CERTIFICATE OF OCCUPANCY SCALE: NONE 3. WATER SUPPLY AND EQUIPMENT CONNECTED THERETO SHALL BE INSTALLED K2I 2 WIRE SHELVING-48'Wx24"Dx64"H WA REGENCY (4)460EGP64 AND IN A MANNER AS TO PRECLUDE THE POSSIBILITY OF BACK-FLOW. (4)460EG2448 SOLDER USED IN WATER AP l VED AS NOTED CARBONATED BEVERAGE DISPENSERS CONNECTED TO THE HATER SUPPLY K22 I MOP HANGER 2" ADVANCE TABOO K-242 SHALL HAVE A VENTED DOUBLE-CHECK VALVE ON THE HATER INLET SIDE K23 I TRASH RECEPTACLE WA MD TBD SUPPLY SYSTEM CANNOT _ B P # 960-‘1-12.- II • OF THE CARBONATING CANISTER. ~3 • K24 I WORK TABLE W/j`!Q,SHELF BELOW WA ADVANCE TABOO TSAG-241 EXCEED 2/i 0 OF 1%LEAD. DAT : �_ FE BY: n� �/ OR NOTIH-Y BUILDING DEPARTMENT AT OCCUPANCY x 765-1802 8 AM TO 4 PM FOR THE • Iq'-3' - - IS FOLLOWING INSPECTIONS: _ A e • o USE UNLAWFUL1. FOUNDATION - TWO REQUIRED• ' 4'-0" , ` 4' 14'-II' •4 - ., � ITHOUT CERTIFICATE 2 FOUGH FRAMIOGC&EPLU".1BING • . CLEAR SPACE FOR 3 COMP SINK W/SINGLE DRN PUSH CART AND/OR © BRI,BAGK5PLA5H: ' o d O F O C C U PAf�I CY 3. I PJ SU LAT ION ' ' OA:24'Wx151x44z'H ( b 7( °' 4. FIPJAL ^CONSTRUCTION MUST 0 BE COIF PLETE FOR C.O. KS BOWL=18'xl8'xl4'DP ° �� ALL CONSTRUCTION 7F1E CODES OF N' JJ ©(I) x24DP I P 3 COMPMT SINK RE.QJIREMENTS , EXISTING THRESHOLD•ENTRY ® `ELS �� • MEETS OR II ll PIS •OA:15�c48'L6 ,, - z W/AIR GAP A55BLY YOR'C STATE. NOT RESPONSIBLE FcR A M . • • • ORS PRODUCT INFO E I . I -1 • ' EXISTING WINDOW e� r ABV(REF) REGXJIRED POSTINGS AND NOTIFICATIONS=lGN OR CONSTRUCTION ERRO! S. _ ,° -- FIRST AID FOR CHOKING(POSTER) . • / I I r d . v "4 v v :�4 . n v v •. ' o RESUSCITATION EQUIPMENT AVAILABLE NOTIFICATION(LINK TO DOG) (1) ii.i r :: ' o' a • .o a .o .o , o" • .0 CONSUMER MEW, ADVISORY REGARDING RAW 4 UNDERCOOKED FOODS Cn NOTICE THAT THE LAST INSPECTION 15 AVAILABLE TO CUSTOMERS ON REQUEST(LINK O 'C' PROP.P6.PP` N / I:'', I /1\ /D\ �� (} ---- [+D ♦D +D] TO DOG) : CS� D Ir .' EO v o ( • �� T EXISTING ELEG.HOT MILK HEATER ,4 O 1= EXIST.H.W. 4 HAND WASHING SIGNS IN TOILET ROOMS USED BY FOOD WORKERS • v r I - DIRECT VENT HEAreR x_ ALCOHOL CONSUMPTION WARNING r �.. _ PROPOSED WASH LINE W N T� �. f (SERVICE TO REST ROOM PLUMBING • SMOKING PROHIBITED SIGNS,A5 PER THE NY5 CLEAN INDOOR AIR ACT AND SUFFOLK ^ (N y EXISTING ° F•+y • • EXIT SIGN W/ pv v o . ° try • a� VESTIBULE EMER LTG FlXTURES) o' o' COUNTY CODE,CHAPTER 437 PRC�05ED° p; -+`�i _ • • GLS.HT.:B'o' -gy PROPOSED , O i_ PaoP.H.N. N PERMIT TO OPERATE A FOOD SERVICE ESTABLISHMENT C/ n • DUt�PSTHR AREA `• ° • I PROP.FL MAT= rHEATER sp 'Q FOOD MANAGER CERTIFICATE '� O i. . • • K' • PORGEL4M TILE _ '7- KITCHEN c")_....-1.4..' , n'- �• I v • D I C .Hr.:8'-0' EXISTING I EXISTING ,• ° v v �, `' ��FIRE PROP.IMATTABLE.=PORCELAIN TILE PROPOSED 6A5 HOT WATER(EATER ° 2x8 F.J.(Ib O.G) A 2x8 F.J.(I6"O.C) __ qui D / / / / D GENERAL NOTES: i • , I - - F� EXTINGUISHER LTG.SFIAT RECESSEDELALT6 FIX ��i ILII !< p Ex.29 W pR _ •o K6 s � I. ALL FRAMING DIRECTIONS AND SIZING ARE 'ASSUMED'.CONTRACTOR TO VERIFY �'I X Z v•_� P.PG.P EM�S• , ■ EXISTINGR'S _ PIPED TO SERVICE PROPOr D •. E OF 23'-Ib-5 3 ( (I)42Hx24PP FUMING FIXTURES ONLY) ' 4 PROPOr�ED ' 4 PRIOR TO CONSTRUCTION. I JANITOR'S GL. CRASH SMOKE DETECTOR EO • ® � �_ `' EXISTING 2. IN THE AS-BUILT PLANS SOME DIMENSIONAL IRREGULARITIES OR INCONSISTENCIES O e'o•GLS.HT. _ s ARISE.CONTRACTOR TO VERIFY DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION. • < L(� . I - s OO 0 STEEL COLUMNS °' 3.THERE ARE NO ON-SITE LAUNDRY FACILITIES.A SERVICE COMPANY WILL BE PROP.FL.MAT.__ ��= i (TVP.OF 4) O • • PORCELAIN TILE EXISTING UP TO EX. o C •?: o• 4 __- /' RETAINED FDRREQUIREDLAUNDERING. I co w w *P • MOP SINK 5.APPROX.NUMBEROF MEALS SERVED PER DAY= tl2o• I Q.. K22 D ; �\ K7 4 4.APPROX.NUMBER OF EMPLOYEES WORKING/SHIFT= tl d O co N• rn 0 $ 'DRYUJGF B2PO4DPW EXISTING b.EXISTING FENCED IN DUMPSTER AREA IS PROVIDED WI1N A SMOOTH FINISH P.G. �'y '• 0 I - kAGK WOKS) (ORI GOODS) REF.(1) 'D° 12 x116'FODTIN6e GONG 0GK HALLVI/ ,D° 7.THERE ARE ND EXPOSED OVERHEAD WASTE LINES ON MAIN LEVEL. 0 PROPO`� (TYPICAL) _ _ _ • 8.SEE CELLAR PLAN FOR PROPOSED EXPSLAB. OSED OVERHEAD WA51E LINES.NO STORAGE CO- OREF. INSTALL 3x6 SUBWAY TILEI' Mil: �''II' SMOKE oEIECioR / (q'WIDE x 48'HI&fU '•4 NOTE: 4SHAL BEALLOWED INTHE BASEMENT.q.ALL EXISTING OVERHEAD LIGHTING ON THE MAIN FLOOR ARE SHATTERPROOF,ALLAND GD.SEfCiOR IN EXISTING LIGHTING IN THE CELLAR SHALL BE SUITABLY SHIELDED AGAINST1=� :I k r� O O I�i i-- 416. (2) + ,°■ EXISTING A I EXISTI FRAME 5 AIR I ,'° r�TT � 43) 4111) __`'_ 5'-b I/2' '� BASEMENT /� K20 x I OPEC SWI 0. x8 i �o• 10. INTERIOKR FINISHES COMPLY WITH NEW YORK STATE CODE..E. F••�� ll.l TRASH , �� UP TO PROP. TECO FLUSH •Q 4 8 C)15%3CP210Px411gH of HAND SINK G� I CONNECTIONS 1 s • `2) HAND 51f4X R FAUCET 1 (2)48Wx24DP OA=IVWXIS'DX44'H ----- it 1' ��1 '`): 0 L - - - _ I I `r -31 / • o EXISTING DRY GOODS, BWL=14'xIO xb'DP P i I I ►., }� W SS BLACKGUARD 3 EXISTING ' ° ENGINEER, CANNED FOOD, W/REAR AND SIDE rd ('� I I I ♦I ,,i D / 2x8 F.J.(Ib"0.0) 2x8 F.J.(VOL) BOTTLED BEVERAGE tI I � jAND PROPOSED SANITARY HASTE LINE / / 14-"7y STORAGE, `-__-i �i�i >\A" � ' TO PROPOSED SEPTIC TANK ;•dz. 4 x / ;', AREA CALCULATIONS O a• PREP TABLE ITEMS , FOR CONTINUATION SEE SITE FLAN ,, ,'(‘'''' ' ''''''---''..----:-..E � ,t T. B(�T 9,f AND ® 0: x ®CHAR BROILER `-- 55 ♦ • *EXISTING BASEMENT(MECHANICAL EQUIPMENT) *480 S.F. ;;r1 Q P� (. TO 60 PACKAGING: WORK TABLE: - TRA51 - - r IbWx26�2DPxl5%11 '' u, �' *EXISTING CRAWL SPACE *384 S.F. /'✓) ''\ 9 IY ALUMINUM D15H/GVRS, 84W x 24013 �.7 O g �'' *STAIR TO CELLAR-BILGO DOOR EWA l* t" w PLUMBING NOTES: PLASTICUTENSILS, (NO SHELF BELOW)V - (� i TRASH j GRIDDLE, 4.4 O�• EX.I'RPZ •a PROPOSED KITCHEN AREA 360 S.F. �l „ Z _ ® (BELOW) I ®24Wx24y8DPxi51'211T e.• rn • PROPOSED DINING AREA 360 S.F E ,2 I.ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL,STATE,COUNTY, v / EXTERNALLY 1 ::'4: *EX.JANITOR'S CLOSET *37 5.F.MUNICIPAL AND OTHER AUTHORITIES HAVING JURISDICTION. ANY WORK NOT SUBJECT TO THE APPROVAL OF - EXlSnN6 VENTED HOOD *EX.VESTIBULE *25 S.F. s qg41THE AUTHORITY HAVING JURISDICTION SHALL BE GOVERNED BY THE NATIONAL PLUMBING CODE,THE COUNTY 3 STORAGE ROOM ®36DPx10816� D - EXISTING '.' �-- TL AREA HEALTH DEPT.AND BEST COMMERCIAL PRACTICES. 9'o'cLe.Hr. SHELVING ? \ KI3 EQUIP STAND II STELE BLW th ELECTRICAL - S O 718 S.F. FO , • �P 2.PLUMBING CONTRACTOR(P.C)SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL EXISTING *EXCLUDED FOR PURPOSE OF CALCULATING OCCUPANCY SEATING. OFFS Z PROP.FL MAT.= 24W x 18 DP � \ / I 30DFx48Wx3�'H ;'4 PANEL ;•4 CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK. 4 x PORCELAIN TILE pRy GOOpr _� 'FULL 5 A • • v •"4 v '. ':4. . v - • 1 v '. :. ,7 ' • v '�4 n ':. �• JEFFREY T. BUTLER, P.E. 3.THE P.G.SHALL ASSUME ALL RESPONSIBILITY FOR HIS WORK AND SHALL GUARANTEE THE WORK OF HIS �� NA u' _ / ,PI PROP.EXIT 1 ,N �/ I TABLE:WORK ��. '" ��: FIRE PROTECTION NOTES: / 72Wx24DPx36'H W/SHELF BELOW 0 EX.WTR SUPPLY TO CONTRACT FOR A PERIOD OF ONE YEAR FROM DATE OF COMPLETION OF HIS WORK. W/EMS LT6 r S �> i __ (DRY GOODS) o• N UP TO ,, BUILDING FROM: N.Y.S.FIRE CODE Q 4.THE P.G.SHALL CONSULT AND COOPERATED WITH THE GENERAL CONTRACTOR(6.G)AND HEATING AND { ` f" f PROP.FIRE x• PROP. LAV � N ,� SECTION 601-COMMERCIAL KITCHEN HOODS -I VENTILATING CONTRACTOR(1-I.V.C.)AND ELECTRICAL CONTRACTOR(E.C),ETC. IN ORDER TO AVOIDPROPW.C.- Ci EXTINGUISHER < 55 Q • 0 INTERFERENCE DURING INSTALLATION. - D , . __- , ! g [M]601.1 GENERAL.COMMERCIAL KITGHEN EXHAUST HOOD SHALL COMPLY WITH 0 ♦ EXE.FAN 4 �„ EXISTING THE REQUIREMENTS OF THE MECHANICAL CODE OF N.Y.S AND THIS SECTION. co 5.UNDERGROUND SANITARY DRAINAGE AND VENT PIPING WITHIN BUILDING SHALL BE SERVICE WEIGHT CAST .. m � W J UP TO ,;, , �T � IRON SOIL PIPE. ABOVE GROUND PIPING WITHIN BUILDING SMALL BE HUBLESS CAST IRON SOIL PIPE. D © PROP'. 7 © - 2x8 F.J.(Ib O.6) • [M]601.2 A TYPE I HOOD SHALL BE INSTALLED AT OR ABOVE ALL COMMERCIAL h-�•1 n �/ LAY. /iirir�i. 17��r iiuiiiiENI 5 iiiii. o PROP. W.G. / ' o Q / COOKING APPLIANCES AND DOMESTIC COOKING APPLIANCES USED FOR O O 7 6.WATER DISTRIBUTIONS PIPING WITHIN BUILDING SHALL BE COPPER PIPE OR COPPER TUBE TYPE L. COPPER I"? i 7A55 THRU OPENING \ WORK TOP REFRIGERATOR D D TUBE INSTALLED ABOVE GROUND SHALL BE OF HARD TEMPER.USE TYPE 'K'BELOW SLAB. / PROPOSED ® EXISTING GOMMERGIAL PURPOSES THAT PRODUCE GREASE VAPORS. 7.CONTRACTOR SHALL FURNISH AND INSTALL ALL INSULATION REQUIRED TO MINIMIZE HEAT GAIN AND L055 REST ROOM / " ( � � cD¢ • 6013 FIRE-EXTINGUISHING SYSTEM.A FIRE-EXTINGUISHING SYSTEM IN Q/ D� 15 3-0 3-0 I •� / 2x6 F.J.(Ib 0.0) EXISTING AND PREVENT CONDENSATION ON PIPING SYSTEM. INSULATION SHALL BE FIBERGLASS 1"THICK. �- •�a CONFORMANCE WITH SECTION 104.11 SHALL BE PROVIDED FOR TYPE I }. 0 CO 8'-0"GLC.HT. / COMMERCIAL KITCHEN EXHAUST HOODS. Z O 8.ALL NEW VALVES SHALL BE FAIRBANKS 125 PSI OR APPROVED EQUAL G PROP. MOT , i 2'-0' I'-6" I'-b' l'-5" / 8'x16"GONG BLOCK 1.ALL PLUMBING FIXTURES SHALL BE AMERICAN STANDARD OF APPROVED EQUAL AND SHALL BE OF THE � PORCELAIN TILE / / °° / GIRDER SUPPORT COLLMN v 601.4 INSPECTION AND MAINTENANCE. COMMERCIAL KITCHEN EXHAUST HOODS Q z Q WATER SAVER TYPE. \ / i (T1'P OF 3) • SHALL BE INSPECTED AND MAINTAINED IN ACCORDANCE WITH NEPA-16. Z )- 10.PROVIDE ALL EXCAVATION AND BACKFILLING OUTSIDE AND INSIDE THE BUILDING REQUIRED TO PROPERLY ++ 6'b' 12'-5' D I D SECTION 101.6.1 -FIRE PROTECTION SYSTEM MAINTENANCE STANDARDS �� J INSTALL THE WORK UNDER THIS CONTRACT. P.G.SHALL PERFORM ANY AND ALL TEST THAT MAY BE X "'j° SELF\ • PORTABLE FIRE EXTINGUISHERS STANDARD NEPA-10 ►r''�� O Q REQUIRED BY LOCAL MUNICIPALITY,UTILITY OR OTHER GOVERNING BODY,BOARD,OR AGENCY HAVING �.I "-' \GL05ING DR i '•4 z EXISTING '•4 VENT HOODS 4 EXHAUST SYSTEMS1-4 (�/ I-- I cz JURISDICTION. `_ _ __ /. g 2x8 F.J.(Ib'0.G) • VENT HOODS AND EXHAUST SYSTEMS INSTALLATIONS SHALL BE IN ACCORDANCE T� F N �/ CL II.ALL WATER PIPE INSTALLED SHOULD BE TESTED HYDRO-STATICALLY TO 100 PCI FOR A PERIOD OF 2 HOURS IN THE PRESENTS OF THE OWNER. o _ I �' / .• WITH MECHANICAL CODE OF NYS EXCEPT AS SPECIFICALLY NOTED ON ,�/ INSTALLATION DRAWINGS. P4 L 12.PROVIDE VACUUM BREAKERS AND ALL SUBMERGED AND/OR POTENTIALLY SUBMERGED WATER INLETS. zz PROPOSED h a'• �- �'• • DUETS SHALL LEAD DIRECTLY TO POINT OF TERMINATION. DISCHARGE w Q O 13.ALL PLUMBING FIXTURES CONNECTED TO THE SANITARY DRAINAGE SHALL BE PROVIDED WITH AN a 11 PROPOSED KITCHEN WASTE LINE ° APPROVED 'P-TRAP'FOR SELF-CLEANING. Z SEATING AREA TO PROPOSED GREASE TRAP 4 i EXISTING •4 TERMINATION SHALL BE IN ACCORDANCE WITH THE MECHANICAL CODE OF NYS ,� Q 14.ALL GAS EQUIPMENT SHALL COMPLY WITH AGA LISTING OR APPROVED REQUIREMENTS AND SHALL BEAR s FLOOR AREA, 2&I SOFT. FOR CONTINUATION SEE SITE PLAN " �' SECTION 5063.12 O THE LISTING OR APPROVED SEAL OF A RECOGNIZED TESTING AGENCY SUCH AS THE AMERICAN GAS w = Ex: CATHEDRAL GLS. KW KW , o KW KW CRAWL SPACE , ° • DUCT CLEARANCE SHALL BE IN ACCORDANCE WITH THE MECHANICAL GORE OF 1--1 LGJ Q - ASSOCIATION LABORATORIES,INC. INSTALLATION OF GAS EQUIPMENT AND PIPING SHALL BE IN ACCORD PROP.FL.MAT.'PORCELAIN TILE r1NY5 5063.6 D D = FIXED EXTINGUISHING SYSTEM INSTALLATION(COMMERCIAL COOKING EQUIP) O T WITH THE APPLICABLE AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI)CODE AND THE RULES AND (6 SEATS) Sl • FIXED EXTINGUISHING 5Y5 INSTALLATION SHALL BE IN ACCORDANCE WITH NEPA 0 Z 0 REGULATIONS OF THE LOCAL GAS UTILITY. .'4 .•4 17A AND THE MANUFACTURER'S INSTRUCTIONS. ONLY MANUFACTURER'S LISTED 0 I-- N 15.FABRICATE AND INSTALL 6A5 PIPING IN ACCORDANCE WITH AGA AND NEPA STANDARDS. o PROPOSED Ib.DO NOT INSTALL DEFECTIVE GAS PIPING IN ACCORDANCE WITH AGA AND NEPA STANDARDS 6- 9.10KE DETECTOR _ I. EQUIPMENT OR MANUFAGTURE55 APPROVED ALTERNATES SHALL BE USED. w 0 O 17.PLUG EACH GAS OUTLET,INCLUDING VALVES,THE TREADED PLUG OR GAP IMMEDIATELY AFTER 0 z • MANUAL PULL STATION, INSTALL PER NY5 FIRE CODE SECTION 101.4 EXISTING EXISTINGl� LL INSTALLATION OF GAS PIPING AND RETAIN UNTIL GONTURNING PIPING,OF EQUIPMENT CONNECTIONS ARE `� �' 2x8 F.J.(Ib'0.G) "' n •• NOTE: PULL STA.SHALL BE ACCOMPANIED BY APPROVED PERMINANT SIGN 11 11 x.' / / / 2x8 F.J.(16'O.GJ •/ o' ' s THAT READ5: WHEN ALARM SOUNDS-CALL FIRE DEPARTMENT. F-I--I In - 0 COMPLETE. F' d •4 • AN AUTOMATIC FUEL SHUT-OFF SHALL BE PROVIDED FOR EACH SYSTEM. UPON VD ID 18.GROUND GAS PIPING ELECTRICALLY AND CONTINUOUSLY WITHIN PROJECT. .. PROPOSED FIRE EXTAJGUISIfR e • OPERATION OF THE FIXED-EXTINGUISHING SYSTEM,FUEL OR POWERED TO ALL In EXIT SIGN p WOKING APPLIANCES PROTECTED BY THAT SYSTEM SHALL BE SHOT OFF. 0 1(� O PROPOSED Z ELECTRICAL NOTES: 1/- 1111. WEMLTG DI D• 0 0 . • v4 v '. 1'4 , . o . n •"4 n '. 1•�1 z O 1.THE ENTIRE ELECTRICAL INSTALLATION SHALL FULLY MEET ALL THE REQUIREMENTS OF THE NATIONAL III Imo, I 0 4 .o • , 4 .A e ,o o• I O Q ELECTRICAL CODE,THE N.F.PA.,THE NEW YORK STATE BUILDING CODE,THE LIFE SAFETY CODE AND ALL N 0 ti SCOPE OF WORK. 2.THE OTHERAPPLICABLE LOCATION OFDES AND ALL CONDUITS,PANELS,FIXTURES,ETC.SHALL BE DETERMINED IN THE FIELD /EXISTIN&NCES. ‘ 0-•�b�� i / 3.THE MOUNTING HEIGHT OF RECEPTACLES SHALL BE I'-6"AFF,LIGHT SWITCHES SHALL BE MOUNTED 41-0'AFF EXISTING WINDOW THRESHOLD 0 EXISTING WINDOW I. INSTALL PROPOSED KITCHEN EQUIPMENT(A5 SHOWN) AND ALL PANELS SHALL BE MOUNTED 61-0'AFF TO TOP OF PANEL U.O.N. ENTRY FUftIS OR 2. FURNISH ALL KITCHEN EQUIPMENT. CONNECT WATER SUPPLY, 4.ALL POWER WIRING SHALL BE COPPER*12 AWG MINIMUM SIZE SOLID.ALL HIRING TO HAVE INSULATION WITH A EXCEEDS ADA DRAINAGE PIPING AND POWER A5 REQUIRED. F El : MINIMUM TEMPERATURE RATING OF 15°C. REQUIREMENTS 3. INSTALL PROPOSED APPLIANCES AS SHOWN AND ASSOCIATED POWER 5.WIRING INSTALLED BELOW GRADE OR SLAB SHALL BE IN SCHEDULE 40 PVC CONDUIT WITH A MIN COVER OF IS INCHES. PVC RUNS SHALL BE INSTALLED WITH A GREEN INSULATED GROUND CONDUCTOR CONNECTED AT A5 REQUIRED. EACHLL ENDOF THE RUN M SPECIFIEDHABY N.E.G. MAIN LEVEL PLAN - KITCHEN EQUIPMENT CELLAR PLAN - MECHANICALS b.ALL ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN FULL ACCORDANCE WITH NEC AND PSNG LI REQUIREMENTS AND BE UL LISTED. 7.GASH REGISTER COMMUNICATION WIRING SHALL BE SUPPLIED BY CA51-I REGISTER SUPPLIER. THE ELECTRICAL2EXISTING BUILDING CONTRACTOR SHALL INSTALL THE HIRING WITH FINAL CONNECTION BY CASH REGISTER SUPPLIER SCALE: 1/4„-1'-O" O 2 4 6 SCALE: 1/4"=1'-O" O 2 4 6 PROPOSED FOOD SERVICE OF LWCDIA)---- PROPOSED FOOD SERVICE EQUIPMENT(KITCHEN) PROPOSED CUSTOMER SEATING. (DINING AREA/ SYMBOLS EXISTING PROPOSED e SMOKE DETECTOR m EXHAUST FAN JANITORS CL PROPO93)KITCHBI AREAI REST ROOM I ID* GM DESCRIPTION MAWFAGTURER MODEL ID* 01Y. DESCRIPTION SEATING/TABLE MANUFACTURER MODEL (INTERCONNECT PER CODE) 1 II I KI 2 STORAGE LOCKERS N/A VANGUARD 3 TIER,VAN.HANDLE 51 I 3'x5'RECTANGULAR TABLE 6 PEOPLE/TABLE TBD TBD O CARBON MONOXIDE DETECTOR ❑P PULL STATION 7 VENT TFa�U ROOF I 7 7 VENT 11-IRU ROOF 7 K2 I WIRE SHELVING-48"Wx24"Dx64"H WA REGENCY (4)460ECP64 AND TOTAL SEATING= 6 PEOPLE �o (ONE PER FLOOR) / / / / (4)460EG2448 / ( / / J / K3 1 3 COMPARTMENT SINK 2" UNIVERSAL LJI818-3L-15' - 'I / / F / K4 2 COMPMT SINK SPLASH GUARD N/A GWS 26'Wx12"H 6W5-5P52412 PROPOSED CELLAR EQUIPMENT • WALL LEGEND / ..•- --T I / / / K5 I 5.5.WALL MNTD POT RACK N/A ADVANCED TABOO 5W-48 • / r / / I / ID* QTY• DESCRIPTION MANUFACTURER MODEL EXISTING HALL. Kb 1 WIRE_,REEVING-42"1x24"Dx34"H W REGENCY (4)460ECP34 AND PROPOSED WALL. K20 I / (4)460EG2442 Cl I HOT HATER HEATER RHEEM G15-125 / I (O / / I / K7 1 30"SINGLE DR REFRIGERATOR WA LEADER LR30SC /�j / 3 COMP' K3 HAND / / / K8 I 30"SINGLE DR REFRIGERATOR WA LEADER LR305G / SINK SINK / / LAV I / PROP05® Kg I GA5 FRYER WA AVANTCO FF300 • / EXIST 1 I I [ L - / / C12L11 AIR INLFf KIO I 36"6A5 RANGE-U SERIES WA US RANGE U36-6R,W/55. -�✓ DIRECT DRAINS: / • mar - / : I I SEE PLUMBING NOTE 3 / I / BACKGAURD 6 SHELF EXISTINGEx1yrIN6 / I / KII I GAS CHARBROILER-TABLE TOP WA APW WYOTT GCB-181 SEATING CAPACITY GIME / EXISTING GRADE GRADE / �� EXISTING GRADE KI2 I GRIDDLE-TABLE TOP WA APH WYOTT EG-241 - (2' I I/2' / / / KI3 1 WORK TABLE W/NO SHELF BELOW WA ADVANCE TABOO TKAG-304,5"BKSPLSH BASED ON OCCUPANCY RF A-2 / call--; I I.SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE / / TO GREASE TRAP DIRECT DRAINS CA. / KI4 I WORK TABLE W/SHELF BELOW WA ADVANCE TABOO TT-246 EXISTING PERMIT* / AyR�B Y PROPOSED 4 / OF p�P05® SEE FUMING NOTE 3 /PROPOSED 4'��-�CTO SBfiC TANK KI5 I WORKTOP,REFRIGERATOR BELOW N/A TRUE TWT 60 2.ALLOWABLE AND PROPOSED OCCUPANCY 1S b PERSONS. / 4'0 KITCkEN WASTE LINE / 5131A6E DISPOSAL SYSTEM / DI KI6 I HOOD(36"DEEP x 108"LG) WA HOODMART OR EQUAL TBD / / 4'A SANITARY HASTE LINE CAST IRON / SYSTE4 KIT 3 TRASH RECEPTACLE WA TBD TBD // HIOUSE TRAP / KI8 I WIRE SHELVING-24"1•4x18"Dx64"H WA REGENCY (4)460ECP64 AND LEGEND: o PLUMBING RISER DIAGRAM (4)460EGI824 PLUMBING RISER DIAGRAM / KIq I WORK TABLE W/ik2 SHELF BELOW N/A ADVANCE TABOO TSAs-241 PROPOSED KITCHEN WASTE PIPING KW KW `� rA KITCHEN WASTE r/A et SANITARY WASTE 12/A K20 1 HAND SINK W REAR SPLASH GUARD ll?' KROWNE H5-2 AND H-101 AND 2 SIDE SPLASH GUARDS PROPOSED SANITARY SEWER PIPING 55 55 SCALE: NONE *HAND SINKS TO BE OUTFITTED W MAGNETIC 50AP DISPENSERS AND PAPER TOWEL HOLDERS SCALE: NONE K2I 2 WIRE SHELVING-481Wx24"Dx64"H N/A REGENCY (4)460EGP64 AND PROPOSED GAS SERVICE PIPING 6 6 (4)460EC2448 K22 I MOP HANGER 2' ADVANCE TABOO K-242 EXISTING HATER SERVICE PIPING w K23 I TRASH RECEPTACLE N/A TBD TBD METHOD 1 METHOD 2 K24 I WORK TABLE W/EQ.SHELF BELOW OO N/A ADVANCE TABT5A6-241 ' (PREFERRED) dd'' �1 EQUIPMENT EQUIPMENT ' (SINKS,DIPPER WELLS, (SINKS,DIPPER WELLS, ;. • a . o o 71 STEAM TABLE DRAINS, STEAM TABLE DRAINS, IG'-3" jlift/21-1/71 °. :- - e: CONDENSATE DRAINS, CONDENSATE DRAINS, - ETC) ETC) 4 4'-0" 4" 14'-11" I ' OUTLET OUTLET /1)/ • o °•4 3 COMP SITE W SINGLE DRN I D t-A P I , I I AIR GAP - FLOOR SINK/DRAIN K3 °1 FUNNEL n - BRD,BKSPLSH AND -1 ii1AIR GAP FLOOR © SIDE SPLASH GUARDS: PROP. 3 COMP MT SINK RECEIVING LINE K4 OOA•2181'x1'1 x44 1i I 4 -h , I K3 (2X DIA.OF OUTLET) • RECEIVIN6� ® ��" LINE - 0)48H x 240P HALL MO NiaD POT RACK e, - •• W/AIR GAP ASS'BLY PAPS AND GLEANING O OA:12'Dx481G I eo. {- --I 4 I ABV (REF) LOCKERS PRODU7Tl6TORA&EOW rn , . INDIRECT CONNECTION METHODS SCS: NONE -r� I 4 ' °o'-4• 4�4.• '.�� : . .° -' o' ' REQUIRED POSTINGS AND NOTIFICATIONS: �,,, m 'oRAM o FIRST AID FOR CHOKING(POSTER) • 0 1 " - I -\~ t I t• -tpm 'ii) r} -----ED_ _♦D_ _f7 RESUSCITATION EQUIPMENT AVAILABLE NOTIFICATION(LINK TO DOG) F�� /D\ /D\ /D\` ;•4 •4 CONSUMER MENU,ADVISORY REGARDING RAW d UNDERCOOKED FOODS PLUMBING CONNECTION NOTES: _�PROPoD EXISTING E .HOT WATER HEATER •- O EXIST.EATER rn NOTICE THAT THE LAST INSPECTION IS AVAILABLE TO CUSTOMERS ON W EXIT SIGN W/ _ (� SPADE FOR DIRECT VENT x WASH LINE e, REQUEST(LINK TO DOC) I. TO PREVENT THE POSSIBILITY OF FOOD CONTAMINATION,A DIRECT `r EMER LT6 HUSH CART AND/OR ,I/ (SERVICE TO REST ROOM PLUMBING ' • 1'; :o -p z HAND HASHING SIGNS IN TOILET ROOMS USED BY FOOD YORKERS ^^ � CONNECTION MAY NOT EXIST BETWEEN A SEWAGE(WASTE PLUMBING) O EXISTING I WS FIXTURES) �' F�*•i o - �� w a' ALCOHOL CONSUMPTION WARNING SYSTEM AND ANY DRAINS ORIGINATING FROM EQUIPMENT IN WHICH FOOD, VESTIBULE LI PROP.FIRE PROPOSED •, O 1: � •4 SMOKING PROHIBITED SIGNS,AS PER THE NYS CLEAN INDOOR AIR ACTPORTABLE EQUIPMENT OR UTENSILS ARE PLACED. DRAINS FROM 0.6 ,e'-0' �exTT► uylfR r °, � . AND SUFFOLK COUNTY CODE,CHAH'ILK 437 �/ O REFRIGERATORS,COOKING KETTLES,HOT AND COLD FOOD TABLES,FOOD PROP FL.MAT: KI TGHEN PERMIT TO OPERATE A FOOD SERVICE ESTABLISHMENT �Th•�-y '- }- PREPARATION SINKS,DIPPER HELLS,STEAM TABLES,SODA TOWER DRAINS o FeRCEL�N TLE CEG.HT.,e'-0" C , o EXISTING EXISTING , o FOOD MANAGER CERTIFICATE W co X OR SIMILAR EQUIPMENT SHALL BE INDIRECTLY(AIR GAP)CONNECTED TO L PROP.FL.MAT.=PORCELAIN TILE , PROPOSED GAS HOT WATER HEATER • , / 2x6 F.J.(16'O.G) / 2x8 F J.(Ib"O.G) p LTG:SHATTERPROOF RECESSED LTG FIX ri >- 0 DIRECT VENT • / / • Li-I L_ WASTE LINES(SEE DETAILS) N VX.p 2. DIRECT DRAIN CONNECTION: USE FOR HAND WASH SINKS,MOP SINKS AND KG. SHELVING: (PIPED TO SERVILE PROPOSE) •. .. X Z FLOOR DRAINS. EXISTING I ( b'-5" -- 3 (I)42H x 24DP PLUMBING FIXTURES ONLY) ' 4 PROPOSED ' 4 GENERAL NOTES: I--� p� O 3. HATER SUPPLY AND EQUIPMENT CONNECTED THERETO SHALL BE INSTALLED JANITOR'S GL. ® TRASH DRY GOODS • DETECTOR I EXISTING �-•� IN A MANNER A5 TO PRECLUDE THE POSSIBILITY OF BACK-FLOW. 80-0'az.HT. �- e. 5 e, I. ALL FRAMING DIRECTIONS AND SIZING ARE'ASSUMED'.CONTRACTOR TO VERIFY M�Y'1 CARBONATED BEVERAGE DISPENSERS CONNECTED TO THE HATER SUPPLY g PROP.FL.MAT._ -- __ x 0 STEEL COLUMNS PRIOR TO CONSTRUCTION. lyl O 1L I SHALL HAVE A VENTED DOUBLE-CHECK VALVE ON THE HATER INLET SIDE u, PORCELAIN TILE EXISTING Q --`-c `u /ate UP TO EX. R (TIP.OF 4) ab' 2. IN THE A5 BUILT PLANS SOME DIMENSIONAL IRREGULARITIES OR INCONSISTENCIES *• \ - MOP SINK ARISE.CONTRACTOR TO VERIFY DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION. H (L QY OF THE CARBONATING CANISTER ® O 4 4 D WORK TABLE: K7 e. C\ Q °• 3.THERE ARE NO ON-SITE LAUNDRY FACILITIES.A SERVICE COMPANY WILL BE RETAINED MOP DRYING x 24DP EXISTING EMN L-71 FOR REQUIRED LAUNDERING. F� 0 CQI SHELF • 0 4.APPROX.NUMBER.OF EMPLOYEES WORKING/SHIFT = ±I �"1 S- 0 •',IL, RACK WOKS) (DRI'GOODS) '(1) t' 2�XI b"GONG BLOCK WALL W/ , 5.APPROX.NUMBER OF MEALS SERVED PER DAY= ±12 �j 1 CV ELECTRICAL NOTES: • ""�" PROPOSED (TYPICAL) b.EXISTING FENDED IN DUMPSTER AREA IS PROVIDED WITH A SMOOTH FINISH P.G.SLAB. �.,1 SMOKE DETECTOR K8 INSTALL 3x6 SUBWAY TILE �, •• 1.THERE ARE NO EXPOSED OVERHEAD WASTE LINES ON MAIN LEVEL. CO I.THE ENTIRE ELECTRICAL INSTALLATION SHALL FULLY MEET ALL THE 1,,l 1 iI AND CD.SBISOR i (9 WIDE x 48 HIGH) 4Ill r NOTE: 4 8.SEE CELLAR PLAN FOR PROPOSED EXPOSED OVERHEAD WASTE LINES.NO STORAGE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE,THE N.FPA.,THE NEW a-�11is l , Ctli,1 ,,,, ill-It ,I+- i ,, REF.(2) • I FRAME IN I SHALL BE ALLOWED IN THE BASEMENT. ��TT � YORK STATE BUILDING CODE,THE LIFE SAFETY CODE AND ALL OTHER ' Q Q ,-� °, EXISTING EXISTING STAIR °• q.ALL EXISTING OVERHEAD LIGHTING ON THE MAIN FLOOR ARE SHATTERPROOF,ALL h�+••1 _j APPLICABLE CODES AND ORDINANCES. 7ZO, 4 � K2U ,T, 1 OPENING WITH 2x8 EXISTING LIGHTING IN THE CELLAR SHALL BE SUITABLY SHIELDED AGAINST W !-I 2.THE EXACT LOCATION OF ALL CONDUITS,PANELS,FIXTURES,ETC.SHALL BE s 1/2' a� BASEMENT A " I FJ,Ib'O.G. I a�, BREAKAGE. I- DETERMINED IN THE FIELD K21 ® tRASN 4'-8' K9 15 21DPx4lI H •4 HAND I TECO FLUSH I .4 ~' 3.THE MOUNTING HEIGHT OF RECEPTACLES SHALL BE I'-b"AFF,LIGHT SWITCHES 5�`AHS* HAND SINK 4 FAUCET - - 1 ♦ °' / CONNECTIONS n , . r= ill x e SHALL BE MOUNTED 41-0"AFF AND ALL PANELS SHALL BE MOUNTED 6-0 (2)4814 x 24DP 'b I ��1_�,� 0 L _ _ _ J • OA:Ni WXIS"DX44'H, , •_` • o EXISTING � ENGINEER: AFF TO TOP OF PANEL U.O.N. G41t0 ° Bra=14"x10'xb'DP I " EXISTING AREA CALCULATIONS •"" 4.ALL POWER WIRING SHALL BE COPPER*12 AWG MINIMUM SIZE SOLID.ALL CANNED FOOD, W REAR AND SIDE id (� i 02}"� W SS.BLACKGUARD / 2x8 F.J.(Ib O.G) 2x8 F.J.Ob"O.G) o NEIN WIRING TO HAVE INSULATION WITH A MINIMUM TEMPERATURE RATING OF 15°G. BOTTLED BEVERAGE5FuLL-_-_,L I ` i, PROPOSED SANITARY WASTE LINE / / / *EXISTING BASEMENT(MECHANICAL EQUIPMENT) *480 S.F. (0(:04, T )"o 5.WIRING INSTALLED BELOW GRADE OR SLAB SHALL BE IN SCHEDULE 40 PVC STORAGE, � ' ��j y,� H1H 4 TO PROPOSED SEPTIC TANK '.*a X ;•4 *EXISTING CRAWL SPACE *384 S.F. • e T 'A CONDUIT WITH A MIN COVER OF 18 INCHES. PVC.RUNS SHALL BE INSTALLED :a PREP TABLE ITEMS _ I�,� -�I� ;LzFOR GONfIN1ATI_N SEE SITE PLAN *STAIR TO CELLAR-BILCO DOOR *WA <F 1- WITH A GREEN INSULATED GROUND CONDUCTOR CONNECTED AT EACH END AND ® r-+ • ®CHAR-BROILER HAR- OILS/"H 4- ° \ w e, PROPOSED KITCHEN AREA 360 S.F. * OF THE RUN AS SPECIFIED BY N.E.G. TO 60 PACKAGING: ------ 9 W b.ALL ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN FULL ACCORDANCE84H240p TRASH { < o' O o li ALI1MINlJh1 DISHUGVRS, WORK TABLE. I ^' PROPOSED DINING AREA 360 S.F j WITH NEG AND PSNG LI REQUIREMENTS AND BE UL LISTED. PLASTID UTENSILS, ----i ,4OHG. m EX.I RPZ ,a 2 a EX.JANITOR'S CLOSET 31 5.F. to 7.GASH REGISTER GOMMUNIGATION WIRING SHALL BE SUPPLIED BY GASH TRASH GRIDDLE 4 *EX.VESTIBULE *25 S.F. :'PAPER CONT/GARS ® I (Bpm I ®24HK243jDPx15P211 °• A EX.2'�x4'DP e• TL AREA T18 S.F.REGISTER SUPPLIER THE ELECTRICAL CONTRACTOR SHALL INSTALL THE ' i ` N--- C PIT *EXCLUDED FOR PURPOSE OF CALCULATING OCCUPANCY SEATING. 73493 ki WIRING WITH FINAL GONNEGTIDN BY GASH REGISTER SUPPLIER. v r o E�STtNG / J EXTERNALLY Q� • o • o NPS'STORAGE ROOM I I KI6 VENTED � Io 0 EXISTING �.��,='I,•O l:. x-41 ESsvO \ 360PxIO8l6 EJP STAND W/SHELF BLW ELECTRICAL --- Z 8'o"cLe.Hr. SHELVING I I , / KI3 30DPx48rbc3r�14'H ;•a PANEL v v ;•4 \ zix)//7 FIRE PROTECTION NOTES: JEFFREY T. BUTLER, P.E. PROP.FL.MAT.= 24W x 18 DP PROP.RI SyA � I v • v 4 v -, '" . v 4 v '. :. v • v 4 v '• '. . v. FROM: N.Y.S.FIRE CODE, PLUMBING NOTES: 9 PORCELAIN TILE DRY 605 - a •o o a a •c e I.ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL �' / r PROP.EXIT I �� I WORK TABLE: ° SECTIONL6{O=COMMERCIAL KITCHEN HOODS Q Q12Wx24DPx3VH W/5IfLF BELOW N EX.WTR SUPPLY TO I °' NATIONAL,STATE,COUNTY,MUNICIPAL AND OTHER AUTHORITIES HAVING I r . N UP TO 1 •• [M]610.1 GENERAL.COMMERCIAL KITCHEN EXHAUST HOOD SHALL COMPLY WITH W!EMER LTG i JURISDICTION. ANY WORK NOT SUBJECT TO THE APPROVAL OF THE AUTHORITY �L "�'""Al" "`"`'-"�° PROP.FIRE GOODS) a' PROP. LAV BUILDING av• 6° THE REQU MENTS OF THE MECHANICAL CODE OF N.YS AND THIS SECTION. A� HAVING JURISDICTION SHALL BE GOVERNED BY THE NATIONAL PLUMBING CODE, - W ----1) ExrnaGulyTfR7 "� \_ SS `� '4 X • [M]-6-10.2*TYPE 1 HOOD SHALL BE INSTALLED AT OR ABOVE ALL COMMERCIAL THE COUNTY HEALTH DEPT.AND BEST COMMERCIAL PRACTICES. PROP. l 0. f ° J TO EXISTING °' G0OKKG APPLIANCES AND DOMESTIC COOKING APPLIANCES USED FOR 0�T in 2.PLUMBING CONTRACTOR(P.C.)SHALL BE RESPONSIBLE FOR FAMILIARIZING 'FAN �_ r MMERGIAL PURPOSES THAT PRODUCE GREASE VAPORS. h+•i I- F> as • 2x8 F.J.(Ib OG) _ I- HIMSELF WITH ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO STARTING t)- � Q PLAROVP. �iiiil7L,_ © iii+_____ iiii;r>� iiiii, N' ' o PROP. W.G. / / ' o • / 610.3.FIRE-EXTINGUISHING SYSTEM.A FIRE-EXTINGUISHING SYSTEM IN O v D o l_LONFORMANCE WITH SECTION 804.11 SHALL BE PROVIDED FOR TYPE I 3.THE P.G.SHALL ASSUME ALL RESPONSIBILITY FOR HI5 WORK AND SHALL '.qa PROPOSED \ � PASS TEN OPENING ®WORK TOP REFRIGERATOR vd EXISTING COMMERCIAL KITCHEN EXHAUST HOODS. CZ )-- REST ROOM • (bo3i Lx3o�roP"x333/w Q •• }-: U- ED GUARANTEE THE WORK OF HIS CONTRACT FOR A PERIOD OF ONE YEAR FROM o 1Y 2x8 F.J.Ob'O.G) . 4 �.4)15PEGTION AND MAINTENANCE. COMMERCIAL KITCHEN EXHAUST HOODS / EXISTING DATE OF COMPLETION OF HIS WORK. r / ' / ///� BE INSPEGIEV AND MAINTAINED IN ACCORDANCE WITH NEPA-96. Z 0 U •• 8'-0"GLS.HT. /� " , " , '- 8'x16"GONG BLOCK ' 4.THE P.G.SHALL CONSULT AND COOPERATED WITH THE GENERAL CONTRACTOR Q PROP FL.MAT., 2-0 I-b I-7 1'-4 a a SECTION 801.6.1 -FIRE PROTECTION SYSTEM MAINTENANCE STANDARDS Q••1 z }- (G.C.)AND HEATING AND VENTILATING CONTRACTOR(N.Y.C.)AND ELECTRICAL 3 PORCELAIN TILE i GIRDER SUPPORT COLUMN •• PORTABLE FIRE EXTINGUI5HER55TANDARD NEPA 10 �1 o o CONTRACTOR(EC.),ETC. IN ORDER TO AVOID INTERFERENCE DURING v \ / � p (TYP OF 3) c �j V) INSTALLATION. •+ 6-6. It 12-5" ( ( FROM: TOWN OF RIVERHEAD OFFICE OF THE FIRE MARSHALL, w O I O z O 5.UNDERGROUND SANITARY DRAINAGE AND VENT PIPING WITHIN BUILDING SHALL X '1. SELF\ 7 VENT HOODS 6 EXHAUST SYSTEMS U _ (+() �/ In i ',4 EXISTING • 4 ` • VENT-HOODS-AND EXHAUST SYS TALLATIONS SHALL BE IN ACCORDANCE I--I I- BE SERVICE WEIGHT GAST IRON 50IL PIPE. ABOVE GROUND PIPING WITHIN v.1 /CLOSING DR H (L BUILDING SHALL BE HUBLE55 GAST IRON SOIL PIPE. J ai - - �ii�yiiii�. ' 2x8 F..L(Ib'0.G.) WITH MECHANICAL CODE OF NYS EXCEPT AS SPECIFICALLY NOTED ON (N �/ b.WATER DISTRIBUTIONS PIPING WITHIN BUILDING SHALL BE COPPER PIPE ORI e, "' / / e, / INSTALLATION DRAWINGS. ,��// O COPPER TUBE TYPE L. COPPER TUBE INSTALLED ABOVE GROUND SHALL BE OF o DUCTS SHALL LEAD DIRECTLY TO POINT OF TERMINATION. DISCHARGE W In I L '� HARD TEMPER.USE TYPE 'K'BELOW SLAB. _� PROPOSED h x • a�• 1 TERMINATION SHALL BE IN ACCORDANCE WITH THE MECHANICAL CODE OF NYS W Q O 11 PROPOSED KITGIfN WASTE LINE SECTION 506 3.12 Q 1.CONTRACTOR SHALL FURNISH AND INSTALL ALL INSULATION REQUIRED TO SEATI NO AREA TO PROPOSED GREASE TRAP e EXISTING " DUCT CLEARANCE SHALL BE IN ACCORDANCE WITH THE MECHANICAL CODE OF Q 0 MINIMIZE HEAT GAIN AND LO55 AND PREVENT CONDENSATION ON PIPING Z FOR CONTINUATION SEE 511E PLAN O SYSTEM. INSULATION SHALL BE FIBERGLASS I"THICK. Q FLOOR AREA: 281 SQ.FT. NYS 506.3.6 III O _ 8.ALL NEW VALVES SHALL BE FAIRBANKS 125 P51 OR APPROVED EQUAL 7 u, Ex: CATHEDRAL DLG. �- Kl^I KV! , o KW KW CRAWL SPACE , oXED EXTINGUISHING SYSTEM INSTALLATION(COMMERCIAL COOKING,EQUIP) ti.ALL PLUMBING FIXTURES SHALL BE AMERICAN STANDARD OF APPROVED EQUAL PROP.FL MAT.=PORCELAIN TILE .� p � ] � w v_ • FIXED EXTINGUISHING 5Y5 INSTALLATION SHALL BE IN ACCORDANCE WITH NEPA 0 V # T T AND SHALL BE OF THE WATER SAVER TYPE. (6 T`') Sl `�' IlA AND THE MANJFACTURER'S INSTRUCTIONS. ONLY MANUFACTURERS LISTED 0 Z 0 10.PROVIDE ALL EXCAVATION AND BACKFILLING OUTSIDE AND INSIDE THE O ;'4 ;•4 / EQUIPMENT OR MANUFAGTURE55 APPROVED ALTERNATES SHALL BE USED. I- 0 N BUILDING REQUIRED TO PROPERLY INSTALL THE WORK UNDER THIS CONTRACT. o FROPC9ED 1 MANUAL PULL STATION,INSTALL PER NY5 FIRE CODE SECTION 801.4 l- GL O •P.G.SHALL PERFORM ANY AND ALL TEST THAT MAY BE REQUIRED BY LOCAL SMOKE DETECTOR ¢ •• NOTE: PULL STA.SHALL BE ACCOMPANIED BY APPROVED PERMINANT SIGN j') °• EXISTING EXISTING °• - THAT READS: WHEN ALARM SOUNDS-CALL FIRE DEPARTMENT. I� 0 Ln MUNICIPALITY,UTILITY OR OTHER GOVERNING BODY,BOARD,OR AGENCY to 0 2x8 F.J.(16"OL.) ti 2x8 F.J.(IG."O.G.) AN AUTOMATIC FUEL 51 KIT-OFF SHALL BE PROVIDED FOR EACH SYSTEM. UPON w0 m - O HAVING JURISDICTION. av / / o r 11) II.ALL HATER PIPE INSTALLED SHOULD BE TESTED HYDRO-STATICALLY TO 100 `�-� / 8. / . OPERATION OF THE FIXED-EXTINGUISHING SYSTEM,FUEL OR POWERED TO ALL r.f) r PCI FOR A PERIOD OF 2 HOURS IN THE PRESENTS OF THE OWNER 4 4 COOKING APPLIANCES PROTECTED BY THAT SYSTEM SHALL BE SHUT OFF. O 0 ' 12.PROVIDE VACUUM BREAKERS AND ALL SUBMERGED AND/OR POTENTIALLY PROPOSED FIRE EXTINGUISHER s• A s• Z . SUBMERGED WATER INLETS. PROPOSED EXIT SIGN a Z 13.ALL PLUMBING FIXTURES CONNECTED TO THE SANITARY DRAINAGE SHALL BE Hf EMER LTG. 'Do I _ 'Do 1 0 I cn H PROVIDED WITH AN APPROVED 'P-TRAP'FOR SELF-CLEANING. /-4 ► SCOPE OF WORK- ,�/ z O 14.ALL GAS EQUIPMENT SHALL COMPLY WITH AGA LISTING OR APPROVED 1 =1 0 I- v'. v e • v o-"4• v e:. v v • v o-V.4• v e:. v ' • v o"4• v -:. v W REQUIREMENTS AND SHALL BEAR THE LISTING OR APPROVED SEAL OF A �• - - I I. INSTALL PROPOSED KITCHEN EQUIPMENT(AS SHOWN) AL1 RECOGNIZED TESTING AGENCY SUCH A5 THE AMERICAN GAS ASSOCIATION ` / Wpb N 2. FURNISH ALL KITCHEN EQUIPMENT. CONNECT WATER SUPPLY, v LABORATORIES,INC. INSTALLATION OF GAS EQUIPMENT AND PIPING SHALL BE 3b IN ACCORD WITH THE APPLICABLE AMERICAN NATIONAL STANDARDS INSTITUTE ti(' . r) • DRAINAGE PIPING AND POWER AS REQUIRED. (ANSI)CODE AND THE RULES AND REGULATIONS OF THE LOCAL GAS UTILITY. EXISTING WINDOW EXISTING WINDOW 3. INSTALL PROPOSED APPLIANCES A5 SHOWN AND ASSOCIATED POWER 15.FABRICATE AND INSTALL GAS PIPING IN ACCORDANCE WITH AGA AND NFPA AS REQUIRED. A S E : GI/ STANDARDS. 16.DO NOT INSTALL DEFECTIVE GAS PIPING IN ACCORDANCE WITH AGA AND NFPA STANDARDS 17.PLUG EACH GAS OUTLET,S ALLUDING VALVES,THE TREADEDAPLUG OR GAP CELLAR PLAN - MECHANICALS IMMEDIATELY AFTER INSTALLATION CONNECTIONS GAS PIPING AND RETAIN UNTIL MAIN LEVEL PLAN - KITCHEN EQUIPMENT GOOUND PIPING,OF EQUIPMENT D ARE COMPLETE. EXISTING BUILDING IS.GROUND GAS PIPING ELECTRICALLY AND CONTINUOUSLY WITHIN PROJECT. 2 1SCALE: 1/4"=1'-O" 0 2 4 6 SCALE: I/4"=I'-O" 0 2 4 6 PROPOSED FOOD SERVICE OF