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38359-Z
I No: 37283 Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY THIS CERTIFIES that the building COMMERCIAL Location of Property: 535 Pike St, Mattituck, 11/20/2014 Date: 11/20/2014 SCTM #: 473889 Sec/Block/Lot: 140.-2-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/31/2013 pursuant to which Building Permit No. 38359 dated 9/27/2013 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: two unit commercial building with one unit a nail salon and the second unit unfinished and unoccupied as applied for per ZBA #6521, dated 12/15/2011. The certificate is issued to T K Alpha LLC of the aforesaid building. (OWNER) SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 11 i7i2nl 4 k 1 iii CIO -10-0006 11/20/2014 38359 10/20/2014 Ma . Plumb & Thomas Maffetone IjAo ' d Sig4ature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PER MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 38359 Date: 9/27/2013 Permission is hereby granted to: T K Alpha LLC 45 Broidy Ln Southhampton, NY 11968 To: Construction of a two -unit mercantile. commercial building per ZBA, site plan, and SCHIJ approval. At premises located at: 535 Pike St, Mattituck SCTM # 473889 Sec/Block/Lot # 140.-2-20 Pursuant to application dated 7/31/2013 and approved by the Building Inspector. To expire on 3/29/2015. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS CO - COMMERCIAL Total: $1,240.00 $50.00 $1,290.00 aPrm n, 6 TOWN 6F 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 consentto 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 - irl,09-99- 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 7 _ New Construction: _ Old or Pre-existing Building:(check one) ' Location of Property: House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No ,1000, SectionV l 7 d Block Lot .Z 6 I Subdivision /V d Filed Map. Lot: Permit No. Date'of Permit. Applicant: Health Dept; Approval: TS Underwriters Approval: Al 1/9I Planning Board Approval:ye Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $� Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 pF SOUIyo� Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(aD_town.southoId. ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: TK Alpha nail salon— Address: 535 Pike St City: Mattituck St: NY Zip: 11952 Building Permit #: 38359 Section: 140 Block: 2 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Advanced Technology License No: 35690 -me Residential Commerical New Addition Indoor Outdoor Renovation Survey X Duplec Recpt SITE DETAILS Office Use Only X Basement 1st Floor 2nd Floor Attic INVENTORY Service Only X Pool Hot Tub Garage Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 12 Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches El Twist Lock Exit Fixtures TVSS El Other Equipment: WEST SIDE of Bldg, install 12-2x2 fluorescent fixtures Notes: Inspector Signature: Date: Oct 20 2014 81 -Cert Electrical Compliance Form.xls 0 P.O. Box 1179 Southold, NY. 11971-0959 r'rr• 1 i `` 2 LQ BUILDING DEPARTMEW TOWN OF 3OLYMOLD CERTIFICATION Building Permit No. 3$3S°� Z. •.,Owner: - T -T % (Please print) (Please print) lead. Date: / 1-711 Telephone (631) 765-1802 Tray (6AI I Xfi QSA9 I certify that the solder used in the water supply system contains less than 2/10 of 1% "JAIL, (Pl tubers Signature) Sworn to before me this ` day of uy�A"51- 20 Notary.Publi _--- .-.._- -- - ounty DENISE KING Notary Public, State of NeEl Registration #01 K16041 Qualified in Suffolk County My Corhrnission Expires May 11111 : SOUTHOLD TOWN PLANNING BOARD Town Hall, 63095 Main Road P. p. Box 1179 Southold, New York 11971 RDECE VE NOV 12 2014 BLDG. DEPT. TOWN Or' ,S0t i HOLD -per FAX i .Coln -g ghjf t*okcom May. 18 2001 •02: 19PM P1 fFOL,rr„ o x 01 ov Fax (516) 765-1823 Telephone (516) 765-1802 E OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I•F I C A T I O N Building Permit No. �J Owner: -�% a (please print) Plumber: ( lease print). DATE: ' ( - I a 19 I certify that the solder used in the water supply system contains less than 2/10 of 1.8 lead. Sworn to before me this r day of fU6 yeoi Uey 19 OIL( r Notary Public, _ ��t� County SUSAN 1. HAFFER Notary Public, St a of New York No.4777162 Qualified in SuffolkCounty Commission Expires April 30,20A https://col127.mai1.1i\e.corrV?U'd=cmnJiYO4C 4xGVS7SlLlae\g2&fid=fl-dDOP-4EDkOSSiXgYVgjkw2 1/1 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 4,1491- krif so Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rtRtown.southoId. ny. us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: TK Alpha LLC Address: 535 Pike Street City: Mattituck St: New York Zip: 11952 Building Permit* 38359 Section: 140 Block: 2 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Quinlan Electric Inc. License No: 4437 -ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 20 Ceiling Fixtures HID Fixtures Service 3 ph 400 Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors Main Panel 2-200 A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1-100 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks 2 Disconnect Switches 13 Twist Lock Exit Fixtures F2 TVSS Other Equipment: 400A 3 Phase Over Head Service Notes: Inspector Signature: Date: May 14, 2015 Electrical 81 Compliance Form.xls rAf so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION I ST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTMT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION REMARKS: y & ]ROUGH PLUMBING INSULATION FINAL FIRE SAFETY INSPECTION ]FIRE RESISTMT PENETRATION KELECTRICAL (FINAL) [ I CAULKING DATE -INSPECTOR I.1 ' �o��,oF so�ryolo TOWN OF SOUTHOLD BUILDING DEPT.'- 765-1802 EPT. - 765-1802 INSPECTION'.* [ ] FOUNDATIONAST [ ] ROUGH PLUMBING [ ]'FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE l� � � INSPECTORS OF SO(/j�o6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY - [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS: [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) [ ] CAULKING DATE l �/ INSPECTORS TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST' [ [ ] FOUNDATION 2ND [ [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE l � INSPECTOR $0(/jyo<O N is �o • io TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOUNDATION 1ST [ ROUGH PLB �,�5r� [ ] FOUNDATION 2ND [ ] INSULATIO [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY IN N [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ ] ELECTRICAL (FINAL) REMARKS: DATE *Of 30(/l�o • �o C� coulm, TOWN OFSOUTHOLD BUILDING, DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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: DATE INSPECTOR'S' �83SS� TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 i INSPE ] FOUNDATION 1ST- [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION [ 7 ROUGH PLUMBING ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) ] CAULKING pf SOUI,�o� courm, _ TOWN OF SOUTHOLD BUILDING DEPT. 36 765-1802 INSPECTJON-: [ ] FOUNDATION IST . [ ] FOUNDATION 2ND [ ] FRAMING /STRAPPING [ ] FIREPLACE & CHIMNEY. [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING _REMARKS: 2 EE�62�lr-<4770/V_S �' �K Emw AM DATE V -� o � INSPECTOR e7vA LJA* ho��pF SOUIyo� coUNiY, TOWN OF SOUTFIOLD BUILDING -DEPT: 765.1802 INSPECTION''... [ ] FOUNDATION 1 ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ [ ] FIREPLACE A CHIMNEY [ [ ) FIRE RESISTANT CONSTRUCTION [ ELECTRICAL (ROUGH) [ [ ] CODE VIOLATION [ REMARKS: ]'ROUGH PLUMBING ] INSULATION' ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) ] CAULKING DATE 2 � INSPECTOR% 4�j7 OF SOUI�,�Io aA TOWN OVSOUTHOLD BUILDING DEPT. 765.1802 lN,.SPECTl0'lhl[------- FOUNDATIONlST'_ IR GH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ]FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) . [ ] CODE: VIOLATION [ ] CAULKING REMARKS: 7_'�)r,, 01-1--;;,� 7 DATE � INSPECTOR SO!/lyo� - TOWN 'OF SOU LD BU ING DEPT. 765.1802 [ ] FOUNDATION IST [ ]FO DATION 2ND [ RAMING / STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION N70 [ ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING DATE INSPECTOR A 3. pf SOUI�o� TOWN VV SOUTNOLD BUILDING>DEPT. 765.1802 ANSPECT ON [ ]FOUNDATION 1ST [ ROUGH PLUMBIN [ ]FOUNDATION 2ND [ j INSULATION I l FRAMING / STRAPPINGCi-rr��e I ]FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPE ON C 1 FIRE RESInAlfT CONSTRUCTION I 1 FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLAT N [ ]CAULKING REMARKS: - �-b�� o /X DATE � � � INSPECTOR_���G !� tSOpl�olo couKr+,��' TOWN OF.SOUTHOLD BUILDING DEPT.. 765.1802 INSPECTION: [ ] FOUNDATION .1 ST [ ] RO H PLUM [ ] FOUNDATION 2ND [ ] . SUL N. [ ] FRAMING/ STRAPPING [e FINS [ _ ] FIREPLACE A CHIMNEY _. [ ] FIRE FETY INSPECTI [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) . [ ] CODE VIOLATION [ ] CAULKING q.� REMAR22�� C xo - � wor DATE �` INSPECTO N&D Masonry Corps RO.Box 309 Yaphank,Ny 11980. January 27,2014 Town of Southold Building Department P.O.Box 1179 Southold,NY 11971 Project Location: 535 -Pike Street,Mattituck,NY E -Mail. admasonr y@,o timum-nq Fh;631-585-1515 fax:631-58,5-0527 I Paul Dias of N&D Masonry Corp certify to the Town of Southold, Southold NY That I installed at 535 Pike Street,Mattituck Ny,all. steel required as per plans,plus additional Steel'ffiwalls''aind t'6' p' grade '6ea'rmW'_e `s'"e't* all steel :p'lars for bar joints and steel, girder plus. all _ . : Steel Ientls for doors and.windows.All work was done. in a workmanship -like manner and to Code.. Masonry corps.., Paul Dias. President. On. J_'6_0V'V_n_1 )_3 before me,the undersigned,personaly'appeared P� t bL 0_-r Personally known to me -or proved to me on the basis of satisfactory evidence to be thr individual(s)whose Name(s)is are subscribed to the within instrument and acknowledged to me that, he/she/they executed the; same In-his/her/their capacity(ies),apd that by.his/her/their signature(s),on the: instrument.,the individual(s).or the. person U06n behalf of which the individual(so actedl,6xecuted the instrument, ''.. a . 1. . A:- .�, I I ..1. � ,l ,•1 A& 4 �'. V!,: r -(-)i rr - ea_ -'wit -D. t-)r_,,Ni i Notary Public - State of New York NO. OlOG6087922 Qualified in Suffolk Count y S My Commission Expires Signature, and' office ofdua R syr -1802x5028 SOUTHOLD TOWN FIRE INSPECTOR robert:fisher@town.southold.ny.us Gage FireNotes NOTES ESTABLISHMENT s/b/I DATE COMMENT Q-1 °1- 2 c�Jc�loo-� il24cnoo-jS M oG�-✓P 3 r FireNotes TOWN OF, SOUTHOLD iA 1, aUILDING DEPARTMENT BUILDING PERMIT APPLICATION CHECKLIST TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 South oldTown.NorthFork:net PERMIT•NO.38-35g7i Examined J 20 Approved 20 Do you have or need the following, before applying? \,Board of Health V4 sets of Building Plans_ L Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees V C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Contact: Mail to: �D 8 RO ! D Disapproved a/ci y5 3Ro16�l I -A •SOUTNAMPVA/ Phone: io31— a8-7-11018 Ny l/9 6Ft Expiration 20_/_5 Building Inspector APPLICATION FOR BUILDING PERMIT Date ;u L,11 . 3 o , 20 i3 INSTRUCTIONS . a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire.if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have\been enacted in the inte'rim,_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. TK R 162 h. LL (ignature of applicant or name, if a corporation) 2RQLt> R. SOQIt) AmP%oA) Ny (Mailing address of applicant) //940,6 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises "T K A I ,a.A eLLLC' (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer). Builders License No. Plumbers License No. _ Electricians License-No.— Other icense No._Other Trade's License No. EDwfr� 3�2o��y /pANAGinI�- mEm(3�� Location of land on which proposed work will be done: 535 PIKC-- 5'raEZ-:r M 0-rT)70-C < House Number `Street _ Hamlet County Tax Map No. 1000 Section I y O lj2UZ NY.11AAM AioY$ ' cstsi2,�!irlui�ieJoVl Lot lnuo) .-410 ui rl! b9ibi6UO 01 .si i1010A z91!gx3 i1-oiz2irnrt o,) Subdivision N) P, Filed Map No. iv )A Lot iu 9� 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V A C AN't LR N b. Intended use and occupancy R k- : oo-r z e�-5'"r V R t3 T 3. Nature of work (check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost .2 iso Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units w jp Number of dwelling units - ach floor- If oorIf garage, number of _cars . T ?AKr o�'r QFSTU72:A-N7 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. rzr 7. Dimensions of existing structures, if any: Front N/P Rear Depth\ til s� Height ni/A Number of Stories /�//A \ Dimensions of same structure with alterations.or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front y5Rear 'i'S Depth .SS' Height a 3 Number of Stories o v e 9. Size of lot: Front `7a . I Rear k-9, Depth w e -s -r /3a,95? 10. Date of Purchase 0 9 Name of Former Owner C M 5 L AJu.D m nrGT. 0,o i P 1 l . Zone or use district in which premises are situated N • . 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re -graded? YES X -NO- Will excess fill be removed -from premises`' -YES NO X 'V5 BRoiay 4,01 14. Nantes of Owner of premises 7X ALPd A «c Address SoJ p ro nl w y Phone No. lel- P8 %-1(ol S Name of Architect CHajs Srur5s Address R1ceLhris Pg�iPhone No`.I•�ac 1$ 99- o )5� Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO _X * 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_cX * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with'accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on.survey. iv)A 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A -COPY. STATE OF NEW YORK) pp COUNTY OF Ya/ S: ED w A PLD eke IbI being drily sworn, deposes and says that (s)he is the applicant (Name of individual sig ing contract) above named, (S)He is the -?,e ALPH/9 LLC (Contractor, Aggnt;`:Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief-, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _day of o1V��t-( 20 MAMLYN �ic, Sta No. 01SU6: On2lifiod in 4uf Signatulk of Applicant TOWN OJ -$OUTHOLD A._k_ __.._..._ BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 X 6 1 75 6 9502 SoutholdTown.NorthFork.net -PERMIT NO. 3 8 Examined QAJ. , 20 � 1 Approved 20 Disapproved a/— Expiration 2045 BUILDING PERMIT APPLICATION -C11ECKL1a .. Do you have or need the following, bz sire applying' ,Board of Health V41sets of Building Plans L Planning Board approval Building Inspector Survey Check r,V Septic Form N.Y.S.D.E.C._ Trustees V C.O. Application_ Flood Permit Single & Separate Storm -Water Assessment Form Contact: Mail to: ED RO i Dy 95 13Roib\J 4�4.5007r+AMPT on/ Phone: (o31- 1018 _nay .94 APPLICATION FOR BUILDING PERMIT Date J U L.j 3 io , 20 3 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan.showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application'may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for.a»y 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, oralterations 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. - K_R lip h1 LLC . (signature of applicant or name, if a corporation) BRoi�1/ 6(JTHAInP7`0A) NY (Mailing address of applicant) //9(o 6 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder rw Name of owner of premises -r K A I (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians. License No. . Other Trade's License No. EUws}j2fp -302oiDy /nANAGinJEr /yl&D8'eR Location of land on which proposed work will be done: S 3 5 P I K C Z�r 2 t it r M R-rTi 7 u -C Ji:,- House CHouse Number Street Hamlet County' Tak Map No. 1000 Section 9 p a22u NV RAM )mnl a 01 ,£i no,OA tee ga] r,?izzimmr;'1 S.ubdivision_ NIA Filed Map No. n.J)A Lot 4A i J 2. J State -existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V A C ANT L 4kN b. Intended use and occupancyt R i -E 0 g=r z e -5 ,T LR Rai n ZTO as 3. Nature of work (check which applicable): New Building X Addition Alteration Repair Removal Demolition Other. Work (Description)' 4. Estimated Cost . `� ij-o o �., o _ o, �, Fee _ (To be paid on filing this application) 5. If dwelling, number of dwelling units w%A Number of dwelling units..on each floor If'garage, number of cars RE -57- P A -N r 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. QeT,-�), �)Q1/ 57-0 26 7. Dimensions of existing structures, if any: Front /U/A Rear IZeptli. N,Io Height Al/A Number of Stories n!/A Dimensions of same structure with alterations.or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front y5Rear 5'S.' Depth SS' Height a3 Number of Stories owe 9. Size of lot: Front. Rear B-9, 6 Depth wc-sT 13;;L 9 9 10. Date of Purchase 05-1 a 9 Name of Former Owner e M S G oq,v D M At,!5-7'_ co R_ P 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law,'ordinance or regulation? YES, NO X 13. Will lot be re' -graded? YES X NO Will excess 'f ll be removed from premises? YES NO X '/5 B�toiDy L�9 ` 14. Names of Owner of premises 7X kad g z.L_ c Address Sau , o�Phone No. 43l - a 8 7- I (al S Name of Architect CHy21s Snetss Address 41 a &Tis oa e� �; �, Phone No.: 8 99 S-7 Name of Contractor Address. Phone No.. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? * YES NO X_ * 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 c * IF YES, D.E.C. PERMITS MAY,BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on. survey. Iv)A 18. Are there any covenants and restrictions with respect to this property? * YES NO X *. IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OFJ J ED w Oko bZ being duly sworn, deposes and says that (s)he is the applicant (Name of individual sig ing contract) above named, (S)He is the M /YYEmA r-V-aF ?',e AI_Pt/�oq LLC (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. Swornl to before me this —day of ZJ .o 20 No-AlU6142090'.-7— Signatu96 of Applicant Qgal�ed in Suffolk..Cop . ('nmmissinn Fmiroe MernM T � it TOWN OFySQUTyH • kD BUILDING DEVARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802.. FAX: (631) 765-9502 SoutholdTown.NorthFork.net C> 64 Examined , 20 Approved 20 .Disapproved a/c Expiration 120 PERMIT NO. . UILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health } 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Perm't Storm -W er Assessment Form Contact: If ail to: Phone: 0 7 Building Inspector IVY APPLICATION FOR BUILDING PERMIT Y. Date ,20 D T`•INSTRUCTIONS TOWN OF 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 commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever. until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall- be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town: of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or nayie, if a c oration) (Mailing address of applicant) State whether applicant is owner; lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises If applicant is a co ration,st aIt e of duly at r ✓ � I'v Name andf title of corporate officer Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License No. Location and on which 1 �3s House Number S CountyTax Map No. 1000 Subdivision e (As on the tax roll or latest deed). thorized officer 1 1 will be done: M4 eef Hamlet Section `� Block. Filed Map No. Lot 2 Lot- 2. State existing use and occupancy of premises and intended use and a. Existing use and occupancy I b. Intended use and occupancy 3. Nature of work (check which applicable) Repair Removal 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars A proposed construction: -v�ss 1� New Building /LY &t% Addition Alteration Demolition Other Work (Description) Fee (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each, type of use. 64 i S 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Dimensions'of same structure with alterations or additions: Front Depth Height Number of S 8) —Dimensions of entire new construction: Front Rear Height Number of Stories 9.. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner —Depth 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? ES NO 13. Will lot be re -graded. YE NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ONO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS �BE REQUIRED. b. Is this property within 300 feet of, a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY'�BEREQU�IRED. 16. Provide'survey, to scale, -with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,' must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES--O- IF ESNOIF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF A�-jb-) ny Vd � being duly sworn, depdsesland says -that (s)he is the applicant (Name of individual sigriin�coritract) above named,'•, _ (S)He is the 1<4 Z- L. � (Contr, ctor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perfonn or have performed the said work and to make and file this application; h.that all statements. contained in this application are true to the best of his knowledge and belief; and that the.work will be perforined in the mariner set forth in the application filed therewith. SWor to before me,this \ day of 20 d� VICKI TOTH Nota Public State of New York ' ,n -� 9Effi�, Notary Public Qualifi114Ued in Suffolk CoGunty Commission Expires July 28, 2u Signature of Applicant FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 2, 2009 TO: T K Alpha LLC 42 Ponquogue Ave Hampton Bays, NY 11946 Please take notice that your application dated September 24, 2009 For permit to construct Commercial .building: Location of property: 535 Pike St., Mattituck County Tax Map No. 1000 Section 140 Block 2 Lot 20 Is returned herewith and disapproved on the following grounds: Pursuant to Article X, Section 280-46, Bulk Schedule lot size required is 40,000 sq. ft. for two buildings (one existing, under Pre-CO#Z10758) with 5 uses, existing lot size is 11,561 sq. ft. The required front yard setback is 15 feet, 10 feet is proposed. Side yard setback is a minimum of 10 feet with a total of 25 feet, site plan shows a minimum 1 foot and a total of 22 feet +/ The proposed construction is a permitted use in the HB Hamlet Business District. Furthermore, pursuant to Article X, Section 280-45(A), the proposed uses require site plan approval from the Southold Town Planning Board. V� Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by -the Southold Town Building Department. CC: file, Planning Board, ZBA FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 13, 2010 TO: T K Alpha LLC 42 Ponquogue Ave Hampton Bays, NY 11946 Please take notice that your application dated October 13, 2010 For permit to construct Commercial building: Location of property: 535 Pike St., Mattituck County Tax Map No. 1000 -Section 140 Block 2 Lot 20 Is returned herewith and disapproved on the following grounds: two buildings (one existing, under Pre-CO#Z10758) with%3uses, existing lot size is 11,561 sq. ft. Side yat setback is a minimum of 10 feet with a total of 25 feet site plan shows a minimum YJ and a total of 22 feet +/ The proposed construction is a permitted use in the HB Hamlet Business District. Furthermore, pursuant to Article X, Section 280-45(A), the proposed uses require site plan approval from the Southold Town Planning Board. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board, ZBA TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 31, 2611 TO: T K Alpha 42 Ponquogue Ave. Hampton Bays, NY 11946 Please take notice that your application dated October 18, 2011 For permit. to construct new building at Location of property: 535 Pike Street, Mattituck, NY County Tax Map No. 1000 - Section 140 Block 2 Lot 20 Is returned herewith and disapproved on the following grounds Pursuant to Article X, Section 280-46, Bulk Schedule, the side yard setback is a minimum of 10' , The site plan shows a minimum side yard setback of 5' .. The proposed construction is a permitted use in the HB Hamlet Business District. Furthermore, pursuant to Article X, Section 280-45, the proposed uses require site plan approval from the Southold Town Planning Board. 4.Aiithorized Signature CC: file, Planning Bd., ZBA Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. TOWN OF SOUTHOLD FORM NO: 3 NOTICE OF DISAPPROVAL DATE: February 16, 2011 TO: T K Alpha 42 Ponquogue Ave. . Hampton Bays, NY 11946 Please take notice that your application dated February 15, 2011 For permit to construct new building on a lot with an existing building at Location of property: 535 Pike Street, Mattituck, NY County Tax Map No. 1000 - Section 140 Block 2 Lot 20 Is returned herewith and disapproved on the following grounds: Pursuant to Article X, Section 280-46, Bulk Schedule lot size required is 40,000 sq. ft. for two buildings (one existing, under Pre-C0#Z10758) with four (4) uses, existing lot size is 11,561 sq. ft. Side yard setback minimum of 10' with a total of 25', The site plan shows a minimum side yard setback of 5' and a total of 27' ft. The proposed construction is a permitted use in the HB Hamlet Business District.. Furthermore, pursuant to. Article X, Section.280-45, the proposed uses require site plan approval from the Southold Town Planning Board. Authorized Signature CC: file, Planning Bd., ZBA Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer !r George Horning j Ken Schneider http://southoldtown.northfork.net u VIAUIVIU 1V1'Y 11 11411 53095 Main. Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) . Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 91► auc 24 eon D FINDINGS, DELIBERATIONS AND DETERMINAT#ON BtoF DEPT. MEETING OF AUGUST 18, 2011 TOWN OF SOUTHOLD ZBA FILE No.: 6437 NAME OF APPLICANT: TK Alpha, LLC PROPERTY LOCATION: 535 Pike Street, aka Railroad Ave., Mattituck, NY SCTM#1000-140-2-20 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated November 9, 2010 stating that this application is considered a matter for local determination as there appears to be -no significant county -wide or inter -community impact. LWRP: This application is not subject to review under Chapter 268 because does not involve features that relate to a regulated natural feature or a bulkhead or other shoreline. PROPERTY FACTS/DESCRIPTION: Subject property consists of 11, 561 sq. ft in the Hamlet Business zone and is improved with a one-story brick and block building. It has 72.61 feet of frontage on Railroad Ave;, (Pike St.), 132.99 feet along the western property line, 89.06 feet along the southern property line and 159.16 feet -along the eastern property line as shown on the survey dated February 10, 201.1 prepared by Peconic Surveyors, PC. BASIS OF APPLICATION: Request for Variance from Art. X, Code Section 280-46 (Bulk Schedule) and the Building Inspector's February 16, 2011 Notice of Disapproval based on an application for building permit to construct a new building on a lot with an existing building at; 1) less than the required lot size of 40,000 sq. ft. for two buildings with four (4) uses, 2) less than the code required minimum side yard setback of 10 feet_ . . RELIEF REQUESTED: The applicant proposes to construct a new commercial building on the property- in addition to the existing building. The lot size is 11, 561 sq. ft. where 40,000 sq. ft. is required per code for the proposed two buildings with four uses and a side yard setback of 5. feet where the code requires a 10 foot minimum side yard setback. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on February 17, 2011 submitted a survey increasing the side yard setback from the original proposal of 1 foot with total side yards of 22 feet to 5 feet with a conforming total side yard, the original front yard setback of 10 feet to a code conforming 15 feet and the requested,5 uses to uses. Additionally, the applicant on March 9, 2011 submitted a plan decreasing the size of the proposed new commercial building. ADDITIONAL INFORMATION: The Zoning Board requested comments from the Planning Board for the original application and on January 4, 2011 received a memo stating the proposed intensity of the development would be a substantial relaxation of the code, approximately 142%. The Planning Board recommended the area ZBA File#6437 — TK Alpha, LLC CTM: 1000-140-2-20 variances be denied or substantially reduced, since they feel the applicant could easily comply with Code, Zoning and Bulk Schedule requirements. On April 22, 2011 the Zoning Board received a parking analysis ,of the Love Lane, Mattituck'Hamlet center from Heather Lanza, AICP, Planning Director of Southold Town in summary stating the existing public parking is adequate for the existing businesses and any new buildings located in this vicinity should be required to provide most if not all of their parking on-site. The Zoning Board requested from the Planning Board comments on the revised plan submitted from the applicant. In a memo dated April 26, 2011 the Planning Board stated that the overall concern is the intensity of development proposed on the substandard lot, because it could does not meet the required on-site parking, nor do they support the use of the existing building as a second principal building. Furthermore, Planning would support 20% landscape coverage and a 5 foot side yard setback. Additionally, the Zoning Board received two letters against the proposed application stating objection to the overdevelopment of the small lot and parking concerns. At the Public Hearing on August 4, 2011 the applicant stated his willingness to remove the two units of affordable housing on the second floor of the proposed new building in order to retain the existing building on the subject property for rental income. However, the Board pointed out that the difficulty was not the height or uses proposed in the new building but rather the presence of a second building on the small lot, which would further reduce the required on-site parking. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 6, 2011, March 3, 2011 and August 4, 2011, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the ' following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance of will produce an undesirable change in the character of. the neighborhood or a detriment to nearby properties. The proposal is too ambitious for such a small lot and the intensity of use proposed would cause an increase in demand for parking in the district which is already at the maximum capacity. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than area variances. The applicant could reduce the amount of relief requested by eliminating the existing building and constructing a conforming building with on-site parking. 3. Town Law 4267-b(3)(b)(3). The variances as applied for in the amended application are still substantial gpresenting a 142 percent relief from the code requirement for the proposed two buildings and a 50% relief for the 5 ft. side yard. 4. Town Law 4267-b(3)(b)(4) Evidence has been submitted to suggest that a variance in this community will have an adverse impact on the physical or environmental conditions in the neighborhood. A study conducted by the Planning Board and submitted into the record indicated that the available public parking in this business district, is at the maximum capacity and this proposal would further cause an adverse impact to the existing business owners in the surrounding area. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant's choice of requesting two buildings on this very small lot creates the. need for such substantial area variances. 6. Town Law &267-b. Grant of the requested variances would not be the minimum action necessary and adequate to enable the applicant to enjoy the benefit of their property and would not preserve or protect the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Horning, and duly. carried, to Page 3 — August 18, 2011 ZBA File#6437 — TK Alpha, LLC. CTM: 1000-140-2-20 DENY, as applied for with out prejudice, As shown on the survey dated February 10, 2011 prepared by Peconic Surveyors, PC. Vote of the Board: Ayes: Members Weisman (Chairperson), Horning, Goehringer, Dinizio, Schneider. This Resolution was duly adopt d (S -0). Leslie kanes Weisman, Cha rperson Approved for filing �� /2011 BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Horning Ken Schneider o�*OF SO!/ryo � O �4UNTI,�",�' http://southoldtown.northfork.net 6� Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 15, 2011 ZBA FILE: 6521 NAME OF APPLICANT: TK Alpha, LLC SCTM#1000-140-2-20 PROPERTY LOCATION: 535 Pike Street (a//k/a Railroad Avenue), Mattituck NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this. review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated November 16, 2011 stating that this application is considered a matter for local determination as there appears to be no significant county -wide or inter -community impact. LWRP: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject property is located in a HB zone and it improved with a pre- existingone story brick and block building. It has 72.61 feet of frontage on Railroad Avenue, a/k/a Pike Street, 132.99 feet along the western property line, 89.01 feet along.the Long Island Railroad property and 159.16 feet along the eastern property line as shown on the survey dated last revision October 13, 2011 prepared by Peconic Surveyors, PC. BASIS OF APPLICATION: Request for Variance from Article X Code Section 280-46 (Bulk Schedule) and the Building Inspector's October 31, 2011 Notice of Disapproval based on an application for building permit to construct new commercial building at; 1) less than the code required minimum side yard setback of 10 feet. RELIEF REQUESTED: The applicant proposes to construct a new commercial building with a side yard setback of 5 feet where the code requires 10 feet. ADDITIONAL INFORMATION: The Zoning Board requested comments from the Planning Board and in a memo dated November 29, 2011, the Planning Board stated they have no objection to the proposed 5 foot side yard setback from the easterly property line. This applicant had a prior variance on this property under application #6437, in which, the applicant was proposing a larger building and retaining the existing building on the subject property for a total of two buildings with commercial uses. This proposal did not yield adequate on site parking which would have caused a detriment to nearby properties because the local municipal parking lot is already at capacity. The application was denied as applied for without prejudice by this Board. The applicant's new site plan shows a proposed. one story building with two stores and removal of the existing building. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: Page 2 of 3 — December 15, 2011 ZBA File#6521 — TK Alpha, LLC CTM: 1000-140-2-20 The Zoning Board of Appeals held a public hearing on this application on December 1, 2011, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law X267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of a mix of older homes and businesses many of which have similar setbacks. The applicant's proposal allows for on-site parking that nearly meets the code requirement. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. However, due to the width of the lot, the minimal width practical for two uses in a commercial building, and best planning practices which dictate a minimum width of 20 feet for a.driveway on the westerly side of the property to allow for on site parking and safe traffic flow, the proposed location of the new building is the most feasible.. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, but is mitigated by the overall character of the neighborhood in which many buildings in the area have setbacks that are much closer to the property line then the proposed building. 4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this hamlet business community will have an adverse impact on the physical or environmental conditions in the neighborhood. The new structure will be constructed using current standards with respect to septic and storm water run off. These standards far exceed most of the conditions that exist in the neighborhood. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant could have chosen to build a building with only one store however, due to economic reasons it would be unfeasible. - 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary to enable the applicant to enjoy the benefit of a new commercial building while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Goehringer, and duly carried, to GRANT, the variance as applied for, and shown on the site plan/survey prepared by Peconic Surveyors PC., dated October 13, 2011. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Page 3 of 3 —December 15, 2011 � ZBA File#6521 — TK Alpha, LLC CTM: 1000-140-2-20 Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Dinizio, Horning, Schneider. This Resolution was duly adopted (5-0). 04��' Lc��— Leslie Kanes Weisman, Chairperson Approved for filing 12 /2011 FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination . Date: / / % / Date Sent:�f Project Name: 7-/< C Project Address:Iu- Suffolk County Tax Map No.: 1000- �Z - Zoning District: _ Request: Co n-Qf zu W u I ldc, a n L OIL C&/ kIIJIt2 `�<b (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.): Initial Determination as to whether use is permitted -P-0 osed d uSe - uT .51z� o o� � �- i jC 24"4 • S�6 �' �l•/'�S' , Initial Determii3ation as to whether site plan is required: Pur,44JU4�ylo Qg e—x Signature of Building Inspector Planning Department (P.D.) Referral: P.D. Date Received: -/ Date of Comment: //0 Comments: W Signature of 151an',:' Dept. Staff:Re jr Final Determination V Date: , Decision: � xa 11 Signature ouildinci PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS PIERCE RAFFERTY JAMES H. RICH III MARTIN H. SIDOR February 3, 2014 Mr. Edward Broidy 45 Broidy Lane Southampton, NY 11968 Re: Site Plan: TK Alpha SCTM#1000-140-2-20 Dear Mr. Broidy: PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 III fEB -3 2014 BLDG. DEPT. TOWN Of SOUTHOLD I am writing as a follow-up to the Planning Board Work Session held on January 27, 2014, where the above -referenced -site plan was discussed with regard to the Planning Board letter dated January 17, 2014. In lieu of revising the site plan, the Planning Board required that a letter be submitted directly to this Department to specifically address the proposed site plan modifications. The Planning Board has determined -that your letter, dated January 21, 2014, addressing the proposed modifications is acceptable and sufficient. The Planning Board would like to take this opportunity to remind you that the permission granted above does not preclude the Planning Board from requiring a revised or "as -built" site plan prior to the issuance of a Certificate of Occupancy in order to address and formalize any and all on site modifications from the approved site plan. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly ours, Brian A. Cummin Planner cc: Building Department TOWN OF SOUTHHOLD DEPARTMENT OF PLANNING, ENVIRONMENT & DEVELOPMENT BUILDING DIVISION AFFIDAVIT FOR QUALITY OF STRUCTURAL STEEL FOR CERTIFICATE OF OCCUPANCY STATE OF NEW YORK) SS: COUNTY of SUFFOLK) Carter Manz being duly sworn, deposes and says that he is the (name) -President. _. -of Mid .Island Steel Corp (title) (business name) 295 Middle Island Road, Medford, NY 11963 A corporation with offices at That address of corporation) Mid Island Steel Corp is engaged in the fabrication and erection of (name of corporation structural steel for buildings and other structures, and is the subcontractor for TK Alpha LLC And has provided steel (Customers name) (material provided) For a 1 story commercial building to be located at (description of job) 535 Pike Street, Mattituck, NY According to the plans and specifications of: (address of job) Southport Design Irving M. Kusnitz (Name of Architect) (Name of Engineer) That the deponent has furnished all the structural steel required for this work to meet the standard specifications as defined in the Standard Specifications of the A I S C as adopted on November 1, 1978 as required by Generally Accepted Standards of the New York State Uniform Fire Prevention and Building Code. That this affidavit is made pursuant to the requirements & the Soutfih;'T1111 l wn Building Division in connection with the construction of this buil%iing \.C� e r R .-Kan z Personally appeared before me the above named 0—C -(+-e r V)-*)cti Z personally known to me, who being duly sworn, deposes and says that he/she executed t bove instrument and that the Statement and answers contained therein are true and correct to the bedt ofthis/her knowledge and belief. Subscribed and sworn to me this �d _ day of Fe n C 14 otary Publ CYNTHIA LACK Notary Public, State of New York, Registration #01LA6138049 Qualified In Suffolk County Commission Expires Dec. 12, 201- PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS PIERCE RAFFERTY JAMES H. RICH III MARTIN H. SIDOR September 23, 2014 Mr. Edward Broidy 45 Broidy Lane Southampton, NY 11968 --�) e -z -�>'s °\ PLANNING BOARD OFFICE TOWN OF SOUTHOLD Re: Approved Site Plan for T.K. Alpha, LLC . Located at 535 Pike Street, ±100 east of Love Lane, Mattituck SCTM#1000-140-2-20 Zoning District: HB Dear Mr. Broidy: MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 w w w. s outholdtownny. gov CEoWE SEP 2 3 2014 BLDG. DEPT. TOW 1 Of SOUFHOLD The Planning Board has found that the requirements of the above -referenced Site Plan. have been completed based on the site inspection made September 16, 2014. The site* is now in conformance with .the Approved Site Plan entitled "T.K. Alpha, L.L.C.", dated April 7, 2010, last revised April 18, 2013, prepared by John T. Metzger, Peconic Surveyors. This letter does not condone any changes from the Approved Site Plan and approvals from 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. Very truly yours, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector rsF $O(/jyDl O Town Hall Anne [ Telephone (631) 765-1802 54375 Main Road: GnsP.O. Box 1179 roger.richert - owoUtg OUtl .nV us Southold, NY 11971-0959 BUILDING DEPARTNEW TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: S License No.: .. Address:� I 6 Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone N%J- Permit No.: Tax -Map District: 1000 Section:;O Block: L *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 9Jl GG cvo�,XGPTs1 —\ `6J %,r,*-, T (Please Circle All That Apply) *Is job ready for inspection: *Do- you need a Temp Certificate: (� NO. Rough In Final YES �, 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: PAYMI=NT ni ir: XnnTW ADO[ 1r1A"f-%K1 .82=Re st for Inspection Form L/To A BLDG. DEPT. TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 hO��OF SO(/jyo 0 N _hc o�ycoUM'Y,� Telephone (631) 765-1802 roger.richert(a owri.s ut95ilny.us BUIIDING DEPART ENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: cel `'t" �`�� l� Date: Company Name: �Qu S4 (Q Name: - c� �4N License No.: 4 `t3 ?—A Address, pv 8bX Lo 3 `.(� �y0 �r/ f /V- Phone No.: 63 (� ?a —a5S,3 -a c (= 4GS- 3 V a 7 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax -Map District: �- 4 Ve 4aL�� ,5 itJ 2�fi 1000 Section: / y(d Block:_ Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Neo w (Please Circle All That Apply) *Is job ready for inspection:/ NO. Rough I Final *Do. you need a Temp Certificate: NO 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 verhead Additional Information: PAYMENT DUE WITH APPLICATION .82=Request for Inspection Form 2R3 f\ :_ t . � . � • . : : «<� / < 2R3 O�Fa(Ts a o. EXTREMELY FLAMMABILC INS $ UNDER PRESSURE, REFER TO GA C Item No. GrabberGard T"' IFC is a sin,. component smoke and firestopping n�sealant for ll a floor penetrations and Other construction gap , qPPl+cations. During a fire, � GrabberGard TM IFC expands to m41ntain a tight seal against fire and smoke. SCA C.�2 C✓K-�� �G � �Tw�� r� �R� sEH°ti�`11ON � YY1H�4N'�-� ftOFESSIONAt 91 If I V?) sj A 600 IV6 TOWN OF SOUTHOLD PROPERTY RECORD CARD !01 OWNER STREET VILLAGE DIST. SUB. LOT 6h FORMER, bWNEAO-►n5 "ni rAA9w.�+1�1 Ida ctk, - E ACR. BL) ) n c - �v -64CUC4' 0 e,rs 7e e u e W S Olt W TYPE OF BUILDING ES. z SEAS. VL. FARM ICS. COMM. CB. M Value LAND I.M.P. TOTAL DATE REMARKS . Z e2o d4a O 62i I -le )IS le e IV 4% Z7 14 , ey zl� Al y /Z Z F W"Tq gag -122 S., 944�4 P- S6,50 =2,s 59 -S IS C, -1 -7 o 54 60A S.- L I - -e-) 16 14-7 1 Cask f&/'-fb wacli-k 01 Doo Od17 BUILDING CONDITION 3101-ODIa 3-Cbs4alp 4 RD, Q Q AGE SEW NORMAL BELOW ABOVE :ARM Acre Voloe* Per Acre Value illable FRONTAGE ON WATER loodland. FRONTAGE ON ROAD 7 0 -7 keadow,land DEPTHd- louse Plot BULKHEAD btall :DOCK Broidy Christopher R.. Stress. R.A. Architecture and Planning Town of *Southold 54375 Rte 25 PO Box 1179 Southold, NY 11.971 Att: Damon Rallis Damon, 6312871608 p.3 631.-722-7865 New York 6.10-899-01.57 Pennsylvania runabout@ptd.net 22 September 2013 RE: TK Alpha 535 Pike Street Mattituck , NY In accordance with our phone discussions, please see attached Comcheck per NYS 2010. Additionally, We note the following: 1. The occupant load design. is for under 50 occupants for each side of the building. 2. The building will have fire extinguishers installed in accordance with the NYS Building Code. 3. The building will have emergency lighting installed in accordance with the NYS Building Code- direct wired with battery back up. Should you have any additional questions or require any additional information., kindly contact me directly. Edward Broidy Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 September 23, 2013 Ed Broidy (TK Alpha LLC) 535 Pike Street Mattituck, NY 11952 SOUIyol CA O � Q BUILDING DEPARTMENT TOWN OF SOUTHOLD RE: 535 Pike Street, Mattituck, NY (SCTM#1000-140.-2-20) Dear Mr. Broidy: Telephone (631).765-1802 Fax (631) 765-9502 The following information is need to process the building permit for the above referenced parcel: • Corrected CommCheck: Needs to be 2010 NYS Energy Code • Statement that occupant load, per store, is less than 50 (per NYS Plumbing Code) • Statement that fire extinguishers will be installed as required. • Statement that emergency lights will be installed with the exit lighting. If you have any questions, please feel free to contact me at (631) 765-1802 =ecl Damon Peter Rallis, Plans Examiner TKALPHA LLC 45 BROIDY LANE SOUTHAMPTON, NY 11968 631 287-0555, FAX 283-2252 November 12, 2013 Town of, Southold Michael Verity, Chief Building Inspector P0Box 1179 Southold, NY 11971 RE: 535 Pike Street, Mattituck, NY Dear Mr. Verity: Enclosed findREMMEJEM593M010of 535 Pike Street, Mattituck dated November 6, 2013, as per your request. If anything else is required, please let me know. Very truly yours, , NOV 1 4 .2013 BLDG. DEPT. TOWN OF SOUTHOLD TKALPHA LLC 45 BROIDY LANE SOUTHAMPTON, NY 11968 631 287-0555, FAX 283-2252 March 14; 2014 Town of Southold Michael Verity, Chief Building Inspector P0Box 1179 Southold, NY 11971 765-1802, 765-9502 fax RE: 535 Pike Street, Mattituck, NY Revised Floor Plans_ D ECEAyE RLDG. DEPT. TOWN OF-SOUTHOLD Dear Mr. Verity: Enclosed find 4 revised floor -Plans for 535 Pike Street Mattituck food take out and clothing store, signed and sealed by E. S: Kalogeras, P.E., 727 Union Avenue, Riverhead, NY 11901. We would like to proceed as soon as possible with.,this revised plan. Please contact me after you review this plan and let me know when I can pick up the. approvals. Very_ truly yours, Edward Brody, Managing .Mem IFIED TO,, LLC ARD BRO/DY •L/TY NATIONAL TITLE INSURANCE COMPANY 'N OF SOUTHOLD familiar with the STANDARDS FOR APPROVAL 'ONSTRUCTION OF SUBSURFACE SEWAGE SAL SYSTEMS FOR SINGLE FA MIL Y RESIDENCES 11 abide by the cond/llons set forth /herein and on the to construct. 0- 2°� 1 iG 5` 0P P 40r-aPt� ,� WP.�EK tP. �e001- �sE SURVEY OF PROPERT Y AT MA TTI TUCK TOWN OF SOU THOLD SUFFOLK COUNTY, N. Y. 1000- 140- 02-20 Scale 1" - 20 July 21, 2009 AUG. l0, 2009 (ADDITIONS) t� Va 1 t V t �Ty '' X14✓�1 ��\ N. Y. S. LIC. NO. 99619 PECONIC SURVEYORS, P.C. 16311 765 - 5020 FAX 16311 765 - 1797 P. 0. BOX 909 1230 SOUTHOLD,VEN.Y 197 STREET 09-15C- AREA= 11,561 sq.fi. RATION OR ADDITION TO TICS SURVEY IS A VIOLATION W 7209 OF THE NEN' YORK STATE EDUCATION LAW. S PER SECTION 7209 -SUBDIVISION 2. ALL CERTIFICATIONS The locations o/ wells and cesspools RE VALID FOR THIS MAP AND COPIES THEREOF OWLY IP OR COPIES BEAR THE LWRESSED SEAL OF THE SURVEYOR shown hereon are from /field observations NA TORE APPEARS HEREON. and or from data obtained from others. IONS ARE REFERENCED TO AN ASSUMED DA TUM— t� Va 1 t V t �Ty '' X14✓�1 ��\ N. Y. S. LIC. NO. 99619 PECONIC SURVEYORS, P.C. 16311 765 - 5020 FAX 16311 765 - 1797 P. 0. BOX 909 1230 SOUTHOLD,VEN.Y 197 STREET 09-15C- a r� CE 161'11- CER TIFIED TOS TKA LLC EDWARD BRO/DY FIDEL/TY NATIONAL T/TLE INSURANCE COMPANY TOWN OF SOUTHOLD / am famlllar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAM/L Y RESIDENCES and wl!/ ablde by the condltlons set forth /hereln and on the permit to construct. ANY AL TERA TION OR AAD/TION TO THS SURVEY IS A VIOLA TION OF SECTION 7209 OF THE NEN' YORK STATE £DUCATIONLAW. EXCEPT AS PER SECTION 7209 -SUBDIVISION 2.' ALL CERTIFICATIONS HEREON ARE VALID FOR THS MAP AND COPIES THEREOF ONL Y F SAID MAP OR COPIES BEAR THE 1WRESSE0 SEAL OF THE SURVEYOR WHOSE S1611YA TORE APPEARS HEREON. ELEVA i IONS ARE REFERENCED TO AN ASSUMED DATUM_ do T 5 Sf O, s. 72 GN t�EEs J` s 0-Zp�_� ES �P �K R� � O PO P LAG O AIS w PTo A /PUO .1161-11- 4. Z°' P011, 5 cowoftctp- OLA� USE SURVEY OF PROPERTY AT MA TTI TUCK TOWN OF SOU THOLD SUFFOLK COUNTY, N. Y. 1000— 140— 02-20. Scale 1" - 20 July 21, 2009 AUG. /0, 2009 (ADDITIONS) AREA= 11,561 sq. fl. The localions of wells and cesspools shown- hereon are from field observations and or from data obtained from others. �A,�wOR P16i�r}r0 go��T. MEr�c 1P a No. 495ti� IAWns � — N Y.S. LIC. NO. 996/8 PY-CONIC SURVEYORS, P.C. 163/1 765 - 5020 FAX 163/1 765 - 1797 P. 0. BOX 909 1230 TRAVELER S 97ET SOUTHOLD,N.09_15C 9 l�`� ea as ei-'o Loco 1115 � 13 ok.! D EcFoW ED NOV 14 2013 BLDG.DEPT. TOMI OF SOUTHOLD CERTIFIED TOS TKA CLC EDWARD BRO10Y FIDELITY NATIONAL TITLE INSURANCE COMPANY TOWN OF SOUTHOLD I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUC. ION OF SUBSURFACE SEWAGE DISPOSAL SYS7V4S FOR SINGLE FAMILY RESIDENCES and will abide by the condUions set forth /herein and on the permit to construct. . S"t.p63p, � t� 6 f StR �� E / O �Ptfr� tit ?0.,A 0 A �- RP �5 i SURVEY OF P� � J{OP TY AT MA T T/TUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000- 140- 02-20 Scale 1" = 20 „ July 21, 2009 AUG. l0, 2009 (ADDITIONS) NOV. 6, 2013 (Foundq-tin Location) OF Ni ' y r EL EVA TIONS ARE REFERENCED TO AN ASSUMED DA TUM— N. Y.S. LIC. NO. 49618 PECON1C SURVEYORS, P.C. !63/1 765 - 5020 FAX 16311 765 1797 P. 0. BOX 909 1230 TRAVELER STREET SOUTHOLD,.N.Y. 11971 09-150 AREA= 11,561 sq. ll. ANY ALTERATION OR AM TIM TO TNS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAN. EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CERTIFICATIONS The locations of wells and cesspools HEREON ARE VALD FOR TNS MAP AND COPIES THEREOF ONLY IF SAD MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR shown hereon are from field observations WHOSE SXM TORE APPEARS HEREON. and or from data obtained from others. EL EVA TIONS ARE REFERENCED TO AN ASSUMED DA TUM— N. Y.S. LIC. NO. 49618 PECON1C SURVEYORS, P.C. !63/1 765 - 5020 FAX 16311 765 1797 P. 0. BOX 909 1230 TRAVELER STREET SOUTHOLD,.N.Y. 11971 09-150 r�� ®DATE (MM/DD/YYYV) CERTIFICATE OF LIABILITY INSURANCE 10/16/2014 :"'•*S CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS �-:RTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES -.LOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED ?RESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. ""'JORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to ,:,t) terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the Aificate holder in lieu of such endorsements)- .. C::UCER CONTACT NAME: BRAZIER AGENCY PHONE .631-281-1700 A/c,,:631-281-0160 1490 MONTAUK HWY E-MAIL ADDRESS: MASTIC, NY 11950 INSURER(S) AFFORDING COVERAGE NAIC p 1 INSURER A: MAIN STREET AMERICA ASSURANCE CO "D ADVANCED TECHNOLOGY ELECTRICAL INSURER B: NEW YORK STATE INSURANCE FUND CONTRACTING INSURER C: J A KOSACH INSURER D: 19 WINDSOR LANE INSURER E: SHIRLEY, NY 11967 INSURER F: ,;::� fERAGES CERTIFICATE NUMBER: REVISION NUMBER: • !s IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BtLOVV HAVt BttN I56ULU IU IHt INSUHtU NAMtU ADUVC rvn Int rULIL,T rtnlUU :.ICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS '3TIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, +;LUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LICY EXP 1 ,TYPE OF INSURANCE1N= 17 ADDL SWyn UBR POLICY NUMBER MM/DD/YYPOLICY F Y MF I M/DD/YYVY LIMBS .X COMMERCIAL GENERAL LIABILITY MPZ1562B 03/24/201403/24/2015 EACHOCCURRENCE $ 1.000.000 {_ CLAIMS -MADE �X OCCUR PREMGE OIlREN Ere Dn $ 500,000 MED EXP (Any oneperson) $ 10,000 PERSONAL & ADV INJURY $ 1.000.000 - •"'EN'L AGGREGATE LIMIT APPLIES PER: WtNtHAL AW aKtWAI t IN c.000.UUU POLICY a PRO- F JECT LOC PRODUCTS -COMP/OP AGG $ 2.000.000 $ ' OTHER: COMBINED SINGLE. LIMIT $ AUTOMOBILELIABILITY Ea accident BODILY INJURY (Per person) $ ANY AUTO BODILY INJURY (Per accident) $ .; ALL OWNED SCHEDULED AUTOS AUTOS PROPERTY DAMAGE Par n $ NON -OWNED ' HIRED AUTOS AUTOS ' .,.., 'i.. }-_ - UMBRELLA LIAB HCLAIMS OCCUR EACH OCCURRENCE $ AGGREGATE $ ;.,•�., . EXCESS LIAR MADE DED RETENTION$ $ _ - B ,J,!ORKERS COMPENSATION 1 23200264 01 /03/2014 01 /03/2015 X STATUTE 'ERT' HD EMPLOYERS' LIABILITY Y / N E.L. EACH ACCIDENT $ 100,000 i:4NY PROPRIETOR/PARTNER/EXECUTIVE {•)FFICER/MEMBER EXCLUDED? - FY N / A ':-nftyndatory in NH) E.L. DISEASE - EA EMPLOYEE $ 100,000 E.L. DISEASE - POLICY LIMIT $ 500,000 describe under :,ESCR PTION OF OPERATIONS below. t OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) CAL != TOWN OF SOUTHOLD 53095 ROUTE 25 ' PO BOX 1179 SOUTHOLD NY, 11971 LATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE zr ©1988-2013 ACORD CORPORATION. All rights reserved. The ACORD name and Joao are registered marks of ACORD r Broidy ; 6312871608 2010 New York Energy Conservation Construction- Code I Section 1: Project Information Project Type: New Construction Project Title : Construction Site: Owner/Agent: Designer/Contractor: 535 Pike Street TK Alpha LLC Christopher Stress, R.A. Matlituck, New York 45 Broidy Lane 631-722-7855 0.048 Southampton, New York 11968 runabout@ptd.nel Section 2: General Information , Building Location (for weather data): Albany, New York 167 Climate Zone: 5a 0.550 Building Space Conditioning Type(s): Nonresidential Vertical Glazing / Wall Area Pct.: 7% Door. Glass (over 50% glazing), Metal Frame, Entrance Door, Activity Type(s) fig-QLArea i Retail 2475 Section 3: Requirements Checklist p.2 �`'ii*a�.,�� "�„ `'�,. �. r� e, i . , r 1,,r 1 e• 5�r ,�.o • t �'a5 ,� � �.31�? s° � "t i ic%� ,� �, ���,� ,. 'uoSr .aYlhi. :�. w�h�i..�r' i. � �• � ���sMr� .., x. � .. �;1.! l?u ��Jh 1 �' ..`tat'.. Climate -Specific Requirements: Component Name/Description Gross Area or Perimeter Cavity Cont. R -Value R -Value Proposed U -Factor Budget 1.11-Factor(a) Roof: Insulation Entirely Above Deck 2475 — 30.0 0.032 0.048 Ext. Wall: Other Steel Framed Wall (b) 3400 — — 0.113 0.064 Window: Metal, Thermal Break, 2 Pane w/ Low -E, Tinted, SHGC 167 — -- 0.113 0.550 0.12, PF 0.10 Door. Glass (over 50% glazing), Metal Frame, Entrance Door, 84 — — 0.113 0.800 SHGC 0. 12, PF 0.10 Floor: Unheated Slab -On -Grade, Horizontal with vertical 2 fl. 200 — 7.5 — -- (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b)'Other' components require supporting documentation for proposed U -factors. Air Leakage, Component Certification, and Vapor Retarder Requirements: 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor -permeable wrapping material installed in accordance with the manufac(urer's installation instructions. iLj 2. Windows, doors, and skylights certified as meeting leakage requirements. 3. Component R -values & U -factors labeled as certified. 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels., I,] 5. 'Other' components have supporting documentation for proposed U -Factors. 6. Insulation inslalled according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. 7. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. 8. Cargo doors and loading dock doors are weather sealed. .......... ...... ..........................._...... ................_....... ..,-------- ._....._........... ........... ._........._..._..._...._..-. am Project 7iReport date: 09/24/13 Data filename: � _ C] 9. Recessed fighting fcdures installIed in the building envelope are Type IC rated asineefutg ASTM tai, are seated with gasket or caulk. F -I 10. Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: C] Building entrances with revolving doors. F -I Doors not intended to be used as a building entrance. Dms that open dimi1tV frown a space less than 30M sa- a. h area. Doors used primarily, to Facftate vehicular movement or. materials handling and adjacent personnel doors. Doors opening directly from a sleeping/dwelling unit. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and oMer catculhiions submMedr wnh Mis permit appffeation. Tile designed to meet the 20179 CECC requirements in COMcheck Version 3� comply with the andatoryr ire en irements Checklist. Name - Title Signature Dat Project Title: T.K. Alpha, LLC Report date: 09/04/13 Data filename: C:\Documents and SettingsWennifer Stress\My Documents\TK Alpha LLC energy code.eck Page 2 of 9 COMcheck Software Version 3.9.2 Interior Lighting Compliance Certificate 2009 IECC Section 1: Project Information k Tye- WW Project Title : T.K. Alpha, LLC Construction Site: Owner/Agent: Designer/Contractor: 535 Pike Street TK Alpha LLC Christopher Stress, R.A. Mattituck 45 Briody Lane 631-722-7865 Southampton, NY 11968 runabout@ptd.net Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B' x C) Retail 2475 1.5 3713 Section 3: Interior Lighting Fixture Schedule A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Linear tkKx tot 1.413' T8 3t3W ,{SRS TRY E4er_taxr Section 4: Requirements Checklist code,Interior1ighting PASSES-, DesignAjc% better than Lighting Wattage: 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 3713 720 YES T— ¢Klmwacl watts B C D E Lamps/ # of Fixture . (C X D). Fbrhm-, Fkfttres Wan. 2 24 30 7213 Total Proposed Watts = 720 s, Swik-.' VT' .: F1 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. C] 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions. Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. I] Daylight spaces enclosed by wails or ceiling height partitions and containing two or iievow tiight i6dures are not required to have a separate switch for general area lighting. ❑ 4. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Cl Lighting in stairways or corridors that are elements of the means of egress. Project Title: T.K. Alpha, LLC Report date: 09/04/13 Data filename: (: 0m- iments and Settingustlennifer Stressl.My Dm. iments\TK Alpha Lt_C energy ende.cck Page 3 of 9 5. Master switch at entry to hoteUmotel guest room. F1 6. Individual dwelling units separately metered. 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. 08. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires, dual switching of alternate rows of luminaires, alternate luminaires, or alternate lamps, switching the middle lamp luminaires independently of other lamps, or switching each luminaire or each lamp. Exceptions: C] Only one luminaire in space. An occupant -sensing device controls the area. 0 The area is a corridor, storeroom, restroom, public lobby or sleeping unit. Cl Areas that use less than 0.6 Watts/sq.ft. ij .. , xnalff iqhLvV scxA aF3 astvcicrai in mays kwgar 9mm 5AW sy.d? Exceptions: C] Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. 10. Photocell/astronomical time switch on exterior lights. Exceptions: C] Lighting intended for 24 hour use. 11.Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Exceptions: C] Electronic high -frequency ballasts; Luminaires on emergency circuits or with no available pair Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications _and other calculations submitted with this permit application. The pr i syste s een designed to meet the 2009 IECC requirements in COMcheck Version 3.9.2 and to comply with the nAll req em i equirements Checklist. Name - Title Signature Da e Project Title: T.K. Alpha, LLC Report date: 09/04/13 Data filename: C:1Documents and SettingsUennifer StresslMy DocumentslTK Alpha LLC energy code.cck Page 4 of 9 2009 IECC COMcheck Software Version 3.9.2 Exterior Lighting Compliance Certificate Section 1: Project Information Pfd. Typ: New consbuction Project Title : T.K. Alpha, LLC Exterior Lighting Zone: 2 (Neighborhood business district) Construction Site: Owner/Agent: Designer/Contractor: 535 Pike Street TK Alpha LLC Christopher Stress, R.A. Mattituck 45 Briody Lane 631-722-7865 Southampton, NY 11968 ninaboutrM,ntd.nAt Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts / Unit (B x C) Guarded facility; entrance/inspection area 2 ft2 0.75 No 2 160 Main entry 2 ft of door width 20 Yes 40 300 Total Tradable Watts' = 40 300 Total Allowed Watts = 42 Total Allowed Supplemental Watts" = 600 ' Wattage tradeoffs are only allowed between tradable areas/surfaces. A supplemental allowance equal to 600 watts may be applied toward compiiace of Goth nc*r -badaWe and tradable areasisurfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID : Description / Lamp I Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. ,F,fn'«v�,7�yYs�i� w t�.k�r� l°o,� S- L h7 {tif1p 'J3 {4 rzgT Guarded faulit entrancelinspectwn,ares (2 IV) Non tradable Wattage -k. 3 , Halogen 1: Halogen ROW: 2 2 80 160 Incandescent 1: Incandescent 150W: 1 2 150 300 Total Tradable Proposed Wafts = 300 Section 4: Requirements Checklist Lighting Wattage: I] 1. Within each non -tradable area/surface, total proposed watts must be less than or equal to total allowed watts. Across all tradable areas/surfaces, total proposed watts must be less than or equal to total allowed wafts. Compliance: Passes using supplemental allowance wafts. Controls, Switching, and Wiring: n 2. All exemption claims are associated with -fixtures that have a control device independent of the control of the nonexempt lighting. 3. Lighting not designated for dusk -to -dawn operation is controlled by either a a photosensor (with time switch), or an astronomical time switch. F1 4. Lighting designated for dusk -to -dawn operation is controlled by an astronomical time switch or photosensor. Project Title: T.K. Alpha, LLC Report date: 09/04/13 Data filename: C::Oocuments and Seffings\_Iennifer Stress\My Dnc1jme_.nt,\TK Alpha ILC; energy code.CCk Page 5 of -9 o 5. All time switches are capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. Exterior Lighting Efficacy: 0 6. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt. Exceptions: 0 Lighting that has been claimed as exempt and is identified as such in Section 3 table above. 0 Lighting that is specifically designated as required by a health or life safety statue, ordinance, or regulation. Emergency lighting that is automatically off during normal building operation. 0 Lighting that is controlled by motion sensor. Section 5: Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The opo . h ' system designed to meet the 2009 IECC requirements in COMcheck Version 3R.2 and to comply with the andatoryr uir a uirements Checklist. Name - Title Signature Date Project Title: T.K. Alpha, LLC Report date: 09/04/13 Data filename:.C:\Documents and Settings\Jennifer Stress\My Documents\TK Alpha LLC energy code.cck Page 6 of 9 LrJ 2009 IECC COMcheck Software Version 3.9.2 Mechanical Compliance Certificate Section 1: Project 'Information Project Type: New Constructkm Project Title: T.K. Alpha, LLC Construction Site: Owner/Agent: 535 Pike Street TK Alpha LLC Mattituck 45 Briody Lane Southampton, NY 11968 Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 4a Section 3: Mechanical Systems List Quanti1y System Type & Description Designer/Contractor: Christopher Stress, R.A. 631-722-7865 runabout@ptd.net HVAC System 1 (Single Zone) : Cooling: 1 each - Rooftop Package Unit, Capacity = 36 kBtu/h, Air -Cooled Condenser Proposed Efficiency = 16.00 SEER, Required Efficiency = 13.00 SEER Fan System: None Water Heater 1: Electric Storage Water Heater, Capacity: 20 gallons w/ Heat Trace Tape Installed No minimum efficiency requirement applies Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 i] 1. Equipment minimum efficiency: Rooftop Package Unit: 13.00 SEER Requirements Specific To: Water Heater 1 : 1. Water heating equipment meets minimum efficiency requirements: No efficiency requirements for water heater with storage capacity less than 20 gallons. o 2. First 8 ft of outlet piping is insulated ❑ 3. All heat traced or externally heated piping insulated C] 4, Hot water storage temperature controls that allow setpoint of 90°F for non -dwelling units and 110"F for dwelling units. 5. Automatic time control of heat tapes and recirculating systems present n 6. Heat traps provided on inlet and outlet of storage tanks Generic Requirements: Must be met by all systems to which the requirement is applicable: C] 1. Plant equipment and system capacity no greater than needed to meet loads Exception(s): C] Standby equipment automatically off when primary system is operating C] Multiple units controlled to sequence operation as a function of load 0 2. Minimum one temperature control device per system 03. Minimum one•humidity control device per installed humidification/dehumidification system 4. Load calculations per ASHRAE/ACCA Standard 183. o 5. Automatic Controls: Setback to 55"F (heat) and 85°F (cool); 7 -day clock, 2 -hour occupant override, 10 -hour backup Exc® hl .,l..i. Project Title: T.K. Alpha, LLC Report date: 09/04/13 Data filename: C:\Document, and gettinne\�ennifer Strecs\My Documents\TK Alpha LLC energy code..cck Page 7 of 9 ❑ Continuously operating zones ❑ 6. Outside=air source for ventilation; system capable of reducing OSA to required minimum (37. R-5 supply and return air duct insulation in unconditioned spaces �. R-8 supply and return air duct insulation outside the building R-8 insulation between duds and the budding exterior when ducts are part of a budding assembly Exception(s): ❑ Ducts located within equipment ❑ Ducts with interior and exterior temperature difference not exceeding 15"F. ❑ 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment ❑ 9. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all duds; UL 181A or 181B tapes and mastics ❑ 10:Hot water pipe insulation: 1.5 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refngerantibrine pipe insulation: 1.5 in. for pipes <=1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes —1.5 in. and 3 in. for pipes >1.5 in. Exception(s): ❑ Piping within HVAC equipment. ❑ Fluid temperatures between 55 and 105'F. ❑ Fluid not heated or cooled with renewable energy. ❑ Piping within room fan -coil (with AHRI440 rating) and unit ventilators (with AHR1840 rating). ❑ . Runouts <4.ft in length. ❑ 11. Operation and maintenance manual provided to building owner ❑ 12. Balancing devices provided in accordance with IMC (2006) 603.17 ❑ 13. Demand control ventilation (DCV) present for high design occupancy areas (>40-person/1000 ft2 in spaces ?500 ft2) and served by systems with any one of 1) an air-side.economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor airflow greater than 3000 dm. Exceptron(s): ❑ Systems with heat recovery. ❑ Multiple -zone systems without DDC of individual zones communicating with a.central control panel. ❑ Systems with a.design outdoor airflow less than 1200 cfm. ❑ Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. ❑ 14. Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openings Exception(s): ❑ Gravity dampers acceptable in buildings <3 stories ❑ 15.Automatic controls for freeze protection systems present ❑ 16. Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70% outside air fraction or specifically exempted Exception(s): ❑ Hazardous exhaust systems, commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code` prohibits the use of energy recovery systems. ❑ Systems serving spaces that.are heated and not 000led to less than 60°F. ❑ Where more than 60 percent of the outdoor heating energy is provided from site-reoovered or site solar energy. ❑ Heating systems in climates with less than 3600 HDD. ❑ Cooling systems in climates with a 1 percent cooling design wet -bulb temperature less.than 64"F. (3 Systems requiring dehumidification that employ energy recovery in series with the cooling coil: (3 Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air- - ir- volume to 50 percent or less of design values or, a separate make up air supply meeting the following makeup air requirements: a) at least 75 percent of exhaust flow rate, bj heated to no more than 2"F below room setpoint temperature, c) cooled to no lower than 3°F above room setpoint temperature, d) no humidification added, e) no simultaneous heating and cooling. Section 5: Compliance Statement Compliance, Statement: The proposed mechanical design repress in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. Ta propose i to have been designed to meet the 2009 IECC requirements in COMcheck Version 3.9.2 and to comply with a mandato qui eR equireinents Checklist. Name - Title Signature Da Section 6: Post Construction Compliance Statement Project Title: T.K. Alpha, LLC Report date: 09/10/13 Data filename: C1Documents and SettingsUennifer StresslMy DocumentslTK Alpha LLC energy code.cck Page 8 of 9 HVAC record drawings of the actual installation, system capacities, calibration information, and performance data for each equipment provided to the owner. C1 HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. 0 Written HVAC balancing and operation rovided tot w The above post constkuction requirements hNI ve bee to n Principal Mechanical Designer -Name Signature Date Project Title: T.K. Alpha, LLC Report date: 09/04/13 Data filename: CADocuments and Settingst.lennifer Stress\My Documents\TK Alpha LLC energy code.cck Page 9 of 9 Aw ��� MINIMUM REQUIREMENTS FOR • V. 4 Tc 2 PAVED PARKING AREAS rrA e C04C a� SPHALT 1 1/2' ASPHALT `aG eZ.4VEMENT 2 1 /2' BINDER\.66 = STABILIZED COMPACTED EASE � .tee �+ _ 09006..._ .. .... TRENCH GRA E DRAW Q tTC COPIF cm ot - - - fix 9 oW CLes • - �\.' PROF m C0fXW.1Wofio - - pq �60-TER 1 _ C0G C1RASPHALT J�` R. ! /GPAVfET O CONr \ ,. DRAiNDW PLAN OF ENTRANCE 0 �• O��G ea NO SCALE 0•C 0, 0L e 1 ' • 2\2 \a0 o ga �� � • tee `o ASPHALT - \ a FINISHED Rj I' SURFACEGR*DE a -11.' '- --_ L J = le, . 3 19AS G- I olk ' �---� 3000 P.S1 CONCRETE C �, S'(0 OM.0 1�Ga,f 28 DAYS Z S C" R 9• TYPE 'A" �'• COMMERCIAL CURB oo O o 6' S� F N o P 0 0' 0 p P 2� LIGHT DIAGRAM Z FOOTCANDLE VALUES SHOWN O �' o�� ISO MP3 AT 15'�o .SIG% MOUNMG WJGHT . o + C's �- ctn - -- -V to i 086 20 O4o 5 4 o ZO 16 pF 30 t0 t0 O -to ro 30 150 WATT HPS o= LIGHT f 31. ALL FIXTURES TO BE SHIELDED N DOWNWARD -o 0 • cry MEL NORTHEY _ 202 ZZ E\_' BLDG. FINISHED FLR. EL 21.5 IE 19.3 1 'FOOT Atk p TCti °wE 19J SCDHS Re%# CIO -10-0006 SANITARY. DESIGN SITE OA TA t -C -AW DUTY LO00CM COVERS �o �+ TH r MAX Y ON Aly SITE AREA = 0.2654 ACRE CAST kRON COVERS to euoE sw A rr ° r' WAVY DUTY Lorxr+c COVERS TOTAL BLDG. AREA =2780 sq.fl. � s� FNStED GRADE TO TIRON COVERS GRADDC ` AA ALLOWAB LE SANITARY•FLOW (Density) ""B° rr'`RRY�FC'icOVERs �'� r rRAFftCCOVERS MAONA CSDAWY - . 1 . GROUND WATER MANAGEMENT ZONEt. IV 'r P - ALLOWABLE FLOW FOR. SITE = 600 gpd e• rRArstc 5 IE 18.6 E 15.8 Ir E '' 'e' r Fool ►10,. PITm � ��� COVER 600 gpols.f. x 0.2654 Acre = 159 d. �`+' ��' N _1 AW 4' DIA. Pwf 9P_ _ l aM C3 1 otit- I 4' tfJ LEACHING ALLOWABLE FLOW GREASE TRAP SEPTIC TANK POOL '3' 3 tov 3 CAM 3. ^ _ s*t 6RO(W VA TER a- s -s r�- WET STORE = .15 gpd/sq.ft % 1375 sq.lt. x 0.15 gpd./sq.lt = 206 gpd. KEY MAP i SEPTIC SYSTEM CROSSECTION Sw �E�R 3. 1 DRY STORE = 0.03 gpd/sq.tt. j 1 r- =Soo• � 33 gpd s - ! 00 sa• x 0' TO TA GPD 239 EL 6.s °urs° rAreR gpd - �' SANITARY DESIGN W SEPTIC TANK f?_ days /low) 239," x 2 = 4.76 gpd. - m O USE 1200 -gal. SEPTIC TANK 8'0 x 4'.liquid depth =t> GREASE TRAP 0.12 gal/sq.tt x 1375 = 165 gpd. USE 8'0 x 5' /1 id depth r. LEACHING POOL S 239 gpd use 2 leaching pools 8'0 x 8' depth f7.5' effective depth TEST BORING t o - .SANITARY FLOW CREDITS s/Io/o9 by McDonald Geosc/ence �1 "ANITARY FLOW OVERAGE = 239 • 159 RO gpd. 01 LAXED SAIV AIV EL. 20.2 m Z s LOAM BROC'% - COARSE SAND SW PROPOSED USES I WET STORE (Bagel Shop) T 9 \ , s - 1 DRY STORE TLW-DDAJW S SAND S.P 1g 13.7 EL ss PARKING WATER w PALE �1. I- DRY STORE �Uu SND To (o,. ; �' ' 1/00 /200 = 5.5 spaces `���CCC �Q • i I WET STORE (Bagel Store) 20, G I space/2 seat, - 5 s"ats 2� spaces SGT N 8 spaces �9•� aR Sa= 'C,P� -A- /O spaces provided includes 1 Handicapped Space 11.A C'9 LOT COVERAGE PROPOSED' BUILDING 2475sq. fl - 0475111561 l.2475/11561 = 2/.41 LANDSCAPED AREA , 1395' sq.11 13951711561 = /2•/ o zo kr BLDG, - 2475 sq.lt.. 2475 sq.lt. _ d - DJXIPST:EP, PAG7S- 0 100 sq.lt cNT� \\ BRICK SLABS 233 sq./t. 930 sq.ft. �o FA VEMENT . 606RsgJ1. SANITARY DESIGN BY o SEPTIC STRUCTURES d RAINOFF STRUCTURE �� 9606 sq.rt. , SYMBOLS' 9806 sq•It. x I x 0.17 = /667. cu.1t. E 1667 /42.2 = 39.5 VF e �� PROVIDE 4 t s 8' x OF N i r ST -SEPTIC TANK ALL SEPTIC AND DRAINS OTOeHAVE HEAVY DUTY P y, KA c L.P.-GREASE TRAP LOCKING CAST IRON COVERS 0% L. -CESSPOOL Cn OW - DR.YWE ION CESSPbOL • ZONING DIS TRIC T. HD p� O i FIRE DIS TRIC T: MA T TI TUCK SIGNA rURE OF ENGINEER 150 WATT HPS 'i-� Ln SCHOOL DIS I DICT MA I TlI UG) O = `LIGHT (3)_ T esl N_ O - I FLOOD ZONE -X - 10 1/2' HGHT. ��' gor1°0.5 m 1ONI E SUFFOLK COUNTY WATER DISTRICT 16,000 LUMENS �� _ 25' G1ER v� 1,00, T �xls '�E O pX• N J1 OPt HYp' - P� IApPR ,9 _ KING ' PP DR co a RESERVED ® eR`�'`G Sj�G wA� 3 : MINI 535 'G e OS oO 61, 2�PARKING ' \ o e �° oz PR�0- v F �2• )0--' +Z/ 0 5 d _ - O - 3 0 E• O •� GS T / \ 2 Z OPW E �EN GpNt FINAL MAP QR l NE pVE 4 P ZSA ELISION #, \ P ' SEE D ,� rECEIVE17 20' _° tol AN PL OF PROPER T Y 0V 0 4 2011 0 30' - , A T , c� ,oe' GP1,oN 3 MA TTI T��A�® ®F 11P?16L� ` -6 IAP - P4 .T.) 0Z0� E PSP`N TOWNOF�.. v G SOUTHOLD' (SEE 51TE PLAN FOR LO. . . . . . . . . . . . . (N.Y.5-P-0 O �� SUFFOLK COUNTY N. Y. O •: K�yG � - Nfi�L�1� I> 1��RK I NG I C2N = Q rR Q GONG• P�140-042-20 SGALE IPI' Zo 4 pEw 1000= ' NOT TD G j 1 ,56 •�0 OWNER/APPLICANT• Scale: 1 = 10 R l S. - •I(r 10, POO 300' • T K ALPHA L L C .• 'P.O. BOX 298 • Y �U0SW�o R/VERHEAD N. Y. 1!901 2010 �'�5,•t: ��I: r�. '►',�_. APRIL 7, SUGAR MAPLE - 2 //2' - 3' CALIPER GS 4VN 3 2010 l REVISIONS! SHED NOT SHOWN HEREON TO BE REMOVED ,LOIN UTILITIES t; ,,•.,ti �`;+ r SEP �, 20t0 (revisions) Q �j EL. 20.5 - EXISTING ELEVATION_ L 6 �E OVERHEAD ELECTRIC , 2010 lievlslonsl I - t'4 N Y.S. LIC: NO. 4967 B 20.6 =PROPOSED ELEVATION MER01� W P CABLEVISION Don. ??, 2010 trevlslons) �� ,. i ; -EEVATIONS ARE REFERENCED TO THE FIVE . _ GoM -o' PUBLIC WATER EEB. �0, 2011 Irevisions; l EASTERN TOWNS TOPOGRAPHIC MAPS (NGVD1 ,P SEPTIC SYSTEMS ON SITE OCT. 13, 2011 (revislonsl CmQ. P. C. �+ •1 � GAS P: AX (631) 765 - 1797 'AREA = 11� 5V sq. ft. - �' 1230 TRAVE�ER STREET _ PLAN FROM SURVEY COMPLETED 7/21/09 SOUTHOLD, N.Y. 1/971 09-(5 Q BY PECONIC SURVEYORS, P.C. o' MINIMUM REQUIREMENTS FOR r� It TC ga -- PAVED PARKING AREAS ras CONC aL*W 0\l ice: ASPHALT 1 1/2' ASPHALT (� r10dal ; of PAVEMENT 2 1/2' BENDER D f - = STABILIZED COMPACTED BASE 6 _ 3 - r rRF�•rcN 'U!� �9. D i AGRA E t-3 > �. D 'o XV m �. • • EL 202 2E TC ccw a" Tc 21.0 tai Ctx;a \99 m lC /D -9 t � 3000 PSI C SLAB X\1 y ri s•e - Ionool•.tJ- ` y 0• COQ! \��� WrTER COW- � ASPHALT PANEIrNT �6 `P MR:. zOJ JQNP � V• G� CUtr9 DRA94 DW �0' .Q\� � .6 ' 0\1� h y , 4 a G �� PLAN OF ENTRANCE , NO SCALE \ Cs���Q��• �1 g c TC ~' 0 `g�S\\ `� 20.2 s' I• 2�2 �a' 0� isi r "IN - ��'• `-10 ASPHALT Fdrl SHED WEARING GRADE R i V SUf? FACE b IL P. e 0 OEC t - I • 1• � r - s IG PRC .'',' . 1 D " • EX`S �`� 0% 3000 P.S.b (% 1 S� �Ei�1,0 pR�rLO�GP� CONCRETE Q 9' 28 DAYS. l S G TYPE 'A' �'• COMMERCIAL CURB o , .� �9• 0,01 9_ 5dg" LIGHT DIAGRAM- a 20 0 FOOTCANDLE VALUES SHOWN O �,y� \ �'• i 150 W HP5 AT 15' MOONTING HEIGHT 1020 0861 , --- O Z or c O 5 30 20 to o '10 20 30 150 WATT NPs err b- LIGHT ( 3 1 • ALL FIXTURES TO BE SHIELDED N DOWNWARD • r fi0 0� MEL NOR THEY RESERVED 1 . i PARKING . v� P4-6 (5EE 51TE PLAN FOP, LOCATION) -� - NOT TO SCALE ISAFL DIG Before You Dig, Dill Or Blast! CALL US TOLL FREE J -800-96",2-7S62 NY Industrial code rule 753 requires no t less than two working days notice, but not more than ten days notice. SCDHS Ref.# CIO-lO-0006 SANITARY DESIGN ��•� \V �� BLDG. SITE OA TA SITE AREA = 0.2654 ACRE FINISHED FLR. h"Vr DUTY L00GY6 COVER$ o t 3' co rN r WX CW14EY ON AL1] Qp14 CAST � COVERS TO GRADE Sva Y srT�Uc kE rtEAv�' DUTY Laurr`"6 covers TOTAL BLDG. AREA = 2.780 sq.11. s EL 0.5 CAST t4ON COVERS FMSlfD G4A� TO GRADE . !� _ ALLOWABLE SANITARY FLOW (Densil 1 � i 24• LASONARY C?tts.EYS ]' 24" MA RASONARY _ y 8' TRAFFIC COVERS crwNEY GROUND WATER MANAGEMENT IV (� I/4' PER Four P1TCN 12. _ 6' TRAFFIC COVERS - �, rRA�i,c ALLOWABLE FLOW FOR. SITE = 600 gpd. to , �� , E 19.3 "ft 4• PIPE � - ,r - � C �,� 191 E 18.6 dE l - ,a' E I7«7 ' /s' PER FOOT tCN, P1TC7f � T,r,r= COVa 600 gpd1s.f. x 0.2654 Acre = 159 gpd. ' S r� N 1 -L W 9' DU. PIPE � 17.� ¢ U C7=1 Z ao Ir_ 4• Marc i ALLOWABLE FLOW 0 4 LEACHING1�. 8 GREASE TRAP SEPTIC TANK POOL 3.HOUSING UNITS to 600 sq.fl. = 150.g d.�o rsI r ,v r - 2 APARTMENTS = 300 gpd. % y ; r -_0 VATVr EL_ asWET STORE = .15 gpd/sq.It Ir%- 1375 sq.ft. x 0.15 gpd./sq.fl = 206 gpd. KEY MAP 3•SAW COLLAR I DRY STORE = 0.03 gpd/sq.ff. 1,- 600' SEPTIC SYSTEM CROSSECTION Sr 3 ► 600 so.ft x 0.03 I8 gpd s to Accessor Bldg. 0.03 gpd/sq.fl. • , MGM ASciiw Mk TER x 605 sgft. 0.03 18 qpd. �.'' TOTAL GPD.. 542 SANITARY DESIGN • W 1 SEPTIC TANK (2 days flow) j p Z 542 x 2 = 1084 gpd. - - COVED MANIIOLfi I I COVED MAMfOLb USE 1200 .gat. SEPTIC -TANK 8'0 x 4' liquid depth GREASE TRAP i 0.12 gal/sq.ft - 1375 = 165 gpd. 3 a I`�-- rrorFFAOA SUrr"LECOVER USE 8'0 x 5' liquid -depth FNU RUO 70 GRADeVIA LEACHING POOLS ' SO ; ; 542 gpd use 2 leaching pools 84 x 8' depth (7.5' effective d6p1h C TEST BORING SE•WER?IPB SANITARY FLOW CREDITS - .338110109I 10 + - AFFORDABLE APARTMENTS by McDonald Geosclence i XrumOW SANITARY FLOW OVERAGE = 542- 159 = 383gpd. 0. ; EL. 20.2 I i EL s,s ; Gpa 2:5 spaces I (�•- .[j � 41 -LD_ 1 I /lAX1AUlAVEAl1A OCT.A- O 1 s ce/2 seats - 5 seats_- . G - _ NT I Accessory Bldg. (existing . -- - SG ` �. U) 1. ALL MANHOLES SECnONS SHALL CONFORM TO A.S.T.hi. C-471, LATEST REVISION - - - `-, 605 sq.1t./1000 - 1 Space _ 1 t9't '�® STANDARD SPECIFICATIONS FCR PRECASTP-EI'•1FORCFDCONCRETEM.H.SECTIONS. ` - 8.5, spaces - 9 spaces /\ �t (�� 2. MANHOLE RISER SECTION TO BEFUiWISHEDIN1.2.3,OR4'HEIGHTS,ASREQUIRED. 8 Spaces provided includes 1 Handlca ped Space �TY ). LOADCIG TO COVFOR\.t TO AASITrO It -20 LOADD40. r A. ALL CONCRETE IS TO MFI:"T4000 PSS AT 26 DAY SET. - ' Uhhze Municipal Parking at 1000-14 -03-05 - 1 •space S. ALL OUMETS AKE TO BF SET AT TIIE SAME ELEVATION. 0.1' btINU%fUM IIELOW INLETS TYPICAL _ DIS TR!3 V T!O - � �� 1 1 , MANHOLE O SCALE ; i . � 7 �, � N.0 LOT COVERAGE _. t EXISTING BLDG. . 605 sq.lt. i tit PROPOSED BUILDING 2175 sq.11. 5 \ 2780/11561 24.0% 2780 sq.fl • ' LANDSCAPE -D AREA �\ 2262 sq.fl 2262/11561 = 20% • \. , nRAINA GE DUMPSTj'R PAD 100 sq _fl y=p SLABS 150 sq.lt. 7o Cn ,4ti �Q ° ' \� BRICK 930 5344 sq.11. f P 1 mZ'o� SEPTIC STRUCTURES 8 RAIN _9304 sq.ft. OFF STRUCTURE -'nom 1 9304 sq.lt. x 1 x t�.17 - 1582 cu.1t. -P _-Z SYa4}30LS ' +\ 1582 /42.2 = 37.5 VF o r en ST -SEPTIC TANK �/ PROVIDE 4 Ips. 8'0 x 10' deep i -A GT -GREASE TRAP J ALL SEPTIC AND DRAINS TO HAVE HEAVY DUTY N -5, LOCKING CAST IRON .COVERS L.P. - CESSPOOL OW - DRYWELON CE.SS1 bOL E. S. KALOGERAS, P.E. , CONSUL TING ENGINEER UNION SQUARE 727 ION AVENUE ZO I�� - DIS TRIC ' ° RIVE HNEAD, NEW YORK, 11901 / PHONE (631) 722 - 4040 ` FAX 1631) 722 4004 FIVRE DIST(;` ;; T. MA TTITUCK Ln \ SCHOOL PS TF'ICT MA TTITUCA 150 WA T T HPS <<" -CA) FLOOD ZONE -X O = �IGH T l3l _ lest r _ 5 �\ N� SUFFOLK COUNTY WATER DIS TRIC T g 1 # '917HGNT. 6��• y0 z 5t S1 -T' <:R .00, 16,000 16, 000 LUMENS \ \ 2 t'Al gET O pX• • �� � Of "' 5 r .• �a,�j� Zoe � T �A�� 10 IDS '}vim 1�1' c�,�1a�� s WC)( 0fit" 2G 0 i �R9 0.2 QRPOp. Of 'fly, ,� i�'UN'� 535 10'1��.. Pa 23 ?10O PROP N�`,tVIA vE �NRCPN QP VC ( 00", ID/ AN PROPER T > . tof `' � \ Zoe ROS S A�' a,3o 1014) f . s � 'tc �� °� 63'0 - � . O�a� AIM TI C5� \\100. .20PN 5 7 0 WN OF SO U11 THL/L U_ \ �. © SUFFOLK N Y. KING CUP, - L P p.R t C4' C' PLK 10100_' 11400-n9-20 6 0 OPINER/APDL/CANT - 5 SC: a1� ! - / t� �5 _� ._._. /�' poo 7 3° - T.K. ALPHA L.L.0 ,F_� .. ,. P.O. BOX 298 .`;y: � "..�..h _u - ..� ,:, RIVERHEAD, N.Y. 11901 APRIL 71 -2010 SUGAR MAPLE - 2 112" - 3' CALIPER UTILITIES 4VN5, 3 2010 ( REVISIONSP _ "' TO BE REMOVED OiNGS SEP)`. h, 2010 frevisionsl SHED NOT SHOWN HEREON Qv��'Rt 'OVERHEAD ELECTRIC NOV. 2, 2010 (ievfslons) EL. 20.5 = Ek/STI"1G ELEVATION �RC1GL�pSE CABLEVISION DEC. 3 2010 Trevlslons) 20.6 a PROPOSED ELEVATION GOMtwO>,,1 - PUBLIC WATER .Ion. PO, 2011 ` E NATIONS ARE REFERENCED TO THE FIVE_ - �Q SEPTIC SYSTEMS ON SITE _ FEB• TO, 20f► (rovistonsJ EASTERN TOWNS TOPOGRAPHIC MAPS (NGVD) GAS r AREA -' 11,561 S• ft. 1 V PLAN FROM SURVEY COMPLETED 7121/09 • BY PECONIC SURVEYORS, P. C. l ` z8A FINAL MAP ` SEE DECISION �3 t�'T-•1`14, .S LIC. NO. 49618 C. (631)_ 76'';_,150-0,0=l~"' (631) 765 - 1797 P. 0. (30X"909123TRAVELER .----''n SOUT HOLD.. N.Y. • 11971 1T 0 9-150 ` • IADSTA L! IAC -NO ML •T • NCA]T QON FRnA(H AND COVHI T 010 F I SOUTHOLD TOWN CREDIT = 300 L (Tt POM A2R) D/StlCT f � _ Buy 383/300 = 1.28 credits -Town Board Approved C. :J NAx r �-,X 1 ' r 1', TRAFFIC BEARING GD• WYE OVLT n, MEET AAS ro-H-10 - ALTERNATE •E• PROPOSED USS r q I. CLEANOUT(S) LOCATED INTRAFFIC AREAS SHALLIIE PROVIDED WITH 1 WET STORE (Bagel Shop) 1�S \ j rT�] A" TO re MfOLY»¢ .OLYF_"j6'roc. M IR rTFci nAu � it o c TRAFFIC BEARING FRAML AND COVER 2- IN ALL VIEWS,ALTERNATE •A' "D' I DRY STORE ,. w..,. IS FOR RENDS; ALTERNATE IS FOR 2 ONE BEDROOM APARTMENTS - tr + ,OcxTsawtA T ee USE WITII BUILDING EXTENSION/CONNETI CON. 1 ACCESSORY BLDG. (existing) � 1• B IITYI R Ub.9 P tPQK ALLJOC l TYPICAL CLEANOUT PARKING - 13 T `Q ,� FAO ID6N°�,NA➢f%DO rxo I e NT ]F,V.+NT. No SCALE 2- 1 BEDROOM APARTMENTS - 2 spaces T • + CONI'AATH 04V"T POA MTO ATLRNSTnl><Aa QUv TuS ftA Of TTU. I- DRY STORE 600 sq.11. ' 1 UI THll DIMw Il! RAsrn+FL.�cerLF.T�ut . 600/200 = 3 3 spaces 1• �• +TnT.v'.n � s S f rrt S T%Al] �" ""� '"T"' Z I WET STORE (Bagel S1orel _ 20' EL. 20.2 I i EL s,s ; Gpa 2:5 spaces I (�•- .[j � 41 -LD_ 1 I /lAX1AUlAVEAl1A OCT.A- O 1 s ce/2 seats - 5 seats_- . G - _ NT I Accessory Bldg. (existing . -- - SG ` �. U) 1. ALL MANHOLES SECnONS SHALL CONFORM TO A.S.T.hi. C-471, LATEST REVISION - - - `-, 605 sq.1t./1000 - 1 Space _ 1 t9't '�® STANDARD SPECIFICATIONS FCR PRECASTP-EI'•1FORCFDCONCRETEM.H.SECTIONS. ` - 8.5, spaces - 9 spaces /\ �t (�� 2. MANHOLE RISER SECTION TO BEFUiWISHEDIN1.2.3,OR4'HEIGHTS,ASREQUIRED. 8 Spaces provided includes 1 Handlca ped Space �TY ). LOADCIG TO COVFOR\.t TO AASITrO It -20 LOADD40. r A. ALL CONCRETE IS TO MFI:"T4000 PSS AT 26 DAY SET. - ' Uhhze Municipal Parking at 1000-14 -03-05 - 1 •space S. ALL OUMETS AKE TO BF SET AT TIIE SAME ELEVATION. 0.1' btINU%fUM IIELOW INLETS TYPICAL _ DIS TR!3 V T!O - � �� 1 1 , MANHOLE O SCALE ; i . � 7 �, � N.0 LOT COVERAGE _. t EXISTING BLDG. . 605 sq.lt. i tit PROPOSED BUILDING 2175 sq.11. 5 \ 2780/11561 24.0% 2780 sq.fl • ' LANDSCAPE -D AREA �\ 2262 sq.fl 2262/11561 = 20% • \. , nRAINA GE DUMPSTj'R PAD 100 sq _fl y=p SLABS 150 sq.lt. 7o Cn ,4ti �Q ° ' \� BRICK 930 5344 sq.11. f P 1 mZ'o� SEPTIC STRUCTURES 8 RAIN _9304 sq.ft. OFF STRUCTURE -'nom 1 9304 sq.lt. x 1 x t�.17 - 1582 cu.1t. -P _-Z SYa4}30LS ' +\ 1582 /42.2 = 37.5 VF o r en ST -SEPTIC TANK �/ PROVIDE 4 Ips. 8'0 x 10' deep i -A GT -GREASE TRAP J ALL SEPTIC AND DRAINS TO HAVE HEAVY DUTY N -5, LOCKING CAST IRON .COVERS L.P. - CESSPOOL OW - DRYWELON CE.SS1 bOL E. S. KALOGERAS, P.E. , CONSUL TING ENGINEER UNION SQUARE 727 ION AVENUE ZO I�� - DIS TRIC ' ° RIVE HNEAD, NEW YORK, 11901 / PHONE (631) 722 - 4040 ` FAX 1631) 722 4004 FIVRE DIST(;` ;; T. MA TTITUCK Ln \ SCHOOL PS TF'ICT MA TTITUCA 150 WA T T HPS <<" -CA) FLOOD ZONE -X O = �IGH T l3l _ lest r _ 5 �\ N� SUFFOLK COUNTY WATER DIS TRIC T g 1 # '917HGNT. 6��• y0 z 5t S1 -T' <:R .00, 16,000 16, 000 LUMENS \ \ 2 t'Al gET O pX• • �� � Of "' 5 r .• �a,�j� Zoe � T �A�� 10 IDS '}vim 1�1' c�,�1a�� s WC)( 0fit" 2G 0 i �R9 0.2 QRPOp. Of 'fly, ,� i�'UN'� 535 10'1��.. Pa 23 ?10O PROP N�`,tVIA vE �NRCPN QP VC ( 00", ID/ AN PROPER T > . tof `' � \ Zoe ROS S A�' a,3o 1014) f . s � 'tc �� °� 63'0 - � . O�a� AIM TI C5� \\100. .20PN 5 7 0 WN OF SO U11 THL/L U_ \ �. © SUFFOLK N Y. KING CUP, - L P p.R t C4' C' PLK 10100_' 11400-n9-20 6 0 OPINER/APDL/CANT - 5 SC: a1� ! - / t� �5 _� ._._. /�' poo 7 3° - T.K. ALPHA L.L.0 ,F_� .. ,. P.O. BOX 298 .`;y: � "..�..h _u - ..� ,:, RIVERHEAD, N.Y. 11901 APRIL 71 -2010 SUGAR MAPLE - 2 112" - 3' CALIPER UTILITIES 4VN5, 3 2010 ( REVISIONSP _ "' TO BE REMOVED OiNGS SEP)`. h, 2010 frevisionsl SHED NOT SHOWN HEREON Qv��'Rt 'OVERHEAD ELECTRIC NOV. 2, 2010 (ievfslons) EL. 20.5 = Ek/STI"1G ELEVATION �RC1GL�pSE CABLEVISION DEC. 3 2010 Trevlslons) 20.6 a PROPOSED ELEVATION GOMtwO>,,1 - PUBLIC WATER .Ion. PO, 2011 ` E NATIONS ARE REFERENCED TO THE FIVE_ - �Q SEPTIC SYSTEMS ON SITE _ FEB• TO, 20f► (rovistonsJ EASTERN TOWNS TOPOGRAPHIC MAPS (NGVD) GAS r AREA -' 11,561 S• ft. 1 V PLAN FROM SURVEY COMPLETED 7121/09 • BY PECONIC SURVEYORS, P. C. l ` z8A FINAL MAP ` SEE DECISION �3 t�'T-•1`14, .S LIC. NO. 49618 C. (631)_ 76'';_,150-0,0=l~"' (631) 765 - 1797 P. 0. (30X"909123TRAVELER .----''n SOUT HOLD.. N.Y. • 11971 1T 0 9-150 I 's 4 *% '--- ,. L . _- SCDHS Re%� ClO-lO-0006 • _ �. - �\ go 2 SANITARY DESIGN �• y� a \ 0• SITE DA TA � 2 MINIMUM REQUIREMENTS FOR �,��-' BLDG. SITE AREA = 0.2654 ACRE - a PAVED PARKING AREAS r"r r o co ins To covers FINISHED FLR. v c re r A x. a -",Ey oN �L 4 re a� -� e..sr xar covves ro �x �:r.?ucoe" yr�'� ovn Locxr� covers TOTAL BLDG. AREA =2780 s fl. n� s EL 21.5 cAsr IRON covIs Q• cow coxa frisrf� eRaoE ro GRADE s _ ALLOWABLE SANITARY•FLOW (Densif J �::: j� I'A ASPHALT iv lIc u4'PER FOOT xancPITCH 24' � '`:' SOMA"F �Ycov`�s ` 21 r rRAF covERs � � - GROUND WATER MANAGEMENT ZONE•. i i { PgVEVE7NT 211% ' BINDER T `OG ®0a % IV '"f - _= -- E a'.. ._ . Ir rr' - s' rRArirc ALLOWABLE FLOW FOR. SITE = 600 gpd. �� I � \ l AE 19.3 �v 4• PIpE• � . g + STABILIZED COMPACTED EASE � , R 3� )-016 -- Is.r JE rah r6.8 1 r%•r%' PEJiFOOr FQY. PlTG71 Pt�i037 gp 5��� COVER 600 d/s.l. x 0.2654 Acre = 159 gpd. 5 ►'�' AN. 4' OL,. PIPE 0 17l� K� w � TRENCH = ® 9 a a 4 'Z - DO �A . A4MI GRA E .� 12' 4' MN 4-Wi ALLOWABLE FLOW _ E 0 e 0 m _ R \ - GREASE. TRAP SEP TIC TANK POOL /NG 3 HOUSING UNITS to 600 sq./t. = 150 •gpd. ' I.S. a►9 K s; t� a e e e 3 ra+ r alar '' : % ' WET STORE 5 d/s ./f = 300 gpd. 7 y� Et f EL E/ - e d r stoc VA rEx a s s 8 gP q ear P 1375 sq.ft. x 0.15 g d./s .ft = 206 d. �' 97.0 c a 3' S NO COLLAR a uu� I DRY STORE = 0.03 gpd/sq.ft. gP KEY MAP « 9 Ln - SEPTIC SYSTEM CROSSECTION 600 sq.11 x 0.03 = 18 gpd s I' = soo• ® \9.I,` Accessory • Bldg. 0.03 gpd/sq.1t. neat r.AOL,rrD wArca 605 1t x 0 03 N s9 18 d E• rn ---'� eL es TOTAL GPD. 542gP nl a 3000 PSI C� �L,�g - � - - - - - -- - -- - t„ _. Irk a� ?long XXX - TC /�.9' 44 • SANITARY DESfGN 0$ O Q -- SEPTIC TANK (2 days flow) _ TC /9.9 W-0 Z i 542 x 2 _- 1084 d 6L,TTF]� CL" \et O COVED MAMOLE 1 i COVED MANHOLE R USE 1200 .gal. SE TIC TANK 8'0 x 4' liquid depth m I GREASE TRAP pqs cam• a ASPt4lLT PAvt7+Eur �° I T/GR X9.2 h._ _ 0.12 gal/sq.lt x 1375 = 165-`gpd. 10 USE 8'0 x 5' li uid depth PA TIGR. 201 J�\� G . �--- PLUG SUITAUDSCOVER q ti \Q Q� V QV Cn LEACHING POOLS 0 t DRAM OW 'ZI. 1 0P WATER uR8 20 i 542 gpd use 2 leaching pools 8'm x 8' depth (7.5' effective depth 0' Q� �`��\S�Q� 4 �5_W - PROP CES p _ SANITARY FLOW CREDITS. TEST BORING SERER PIPE8/( 0/09 PLAN OF ENTRANCE `` .�0 �� , 2 M ��� O AFFORDABLE APARTMENTS - NO SCALE .�'� a�'0v' s• 0 1 _ t 3o ELaow --� SANITARY FLOW OVERAGE = 542. 159 =- 383gpd, by McDonald 6eosclence V J\V 4,. , N s. - wPIER t Ro .^ D I SOUTHOLD TOWN CREDIT = 300 WED SAS EL. 20.2 ! (To BAH Anm MT AND w3scr 1 \ @ `�'�9 ' C N S�RvtCE t =sem Buy 383/300 = 1.28 credits -Town Board Approved LOAM a \oj0 (� • �E x-0.2 6 G - r"A'L _L �-co wva �401YN FtJE TO r� 2 _ _ 8 - \ •' \� • 0' r - - W Z - - •�- r•, TRAFFIC B EAA1N0 _ -TTJMEETAAS}{TO-H2O ALTERNA•1E"D" COARSE SA.O SW o v` PROPOSED USES } �• Q `� v 1� . 1 WET STORE (Ba T / 1. CLEANOURS) LOCATED IN TRAFFIC AREAS SJIALL DE PROVIDED WMI gel Shop) 'ASPHALT r[ 1 DRY STORE PALE BROWN FINE r Cj•� :�P '� I E •�• l�' G. �T! \ •. - -'1 i In7s Au To at COPOLT•3= TRAFFIC DEARING FP_AJ'AE AND COVER STS RIAS ® it 0 c V ••Ml 2.IN ALL VIEWS, ALTERNATE -A- IS FOR BENDS: ALTERNATE "D• IS FOR 2. ONE BEDROOM APARTMENTS - TO MEDIUM SAND SP _ ASPNAL T �-}\ �` � 8• LP � � / � lOLYTROIYIlN! COAT® l!S' GR S FEARING O� (�O 1� \ O C� cn `� - - - - R- 1' SURFACE \ ' !IS _ USE WITH DU[LDING EXTENSION/CONhTCT]ON. I ACCESSORY BLDG. (existing) E t61 e .TYPICAL CLEANOUT EL 6.5 r eoNCAarSMVEATroA!®TD MA ")oINTS�M• 2- I BEDROOM APARTMENTS - 2 spaces BROWN FYJE TO �- o \� A PARKING rROYME Now-SHRMDq s WATER IN PALE j '� . ' i _ f" �. IZ• `R No SCALE 1- DRY STORE 600 sq.ft. 's 'd 1' - AT LRAST TN S QU"TUA! q d 1 CASTMr11c,n-Im" 600/200 = 3 Ul TTDl DlA1.W TEIt Oh nm llrR t e IQ -N 1 STNNJISrlLxVRTEYI STRA/f I WET STORE (gage! Store) _ SAM SP I ' _ J • r ' ROREnA SLE£VS wrtT 3. spaces ALMNWOGT F 0 • . y A.{, 5 - SYS •' LD. G 1 space/2 _teats - 5 seats_- -2.5 spaces { i••''a S' .��ory Bid � Q\� 16 � /�� G nuc - SEpS�,,r1It4tN - ccs6s/�/'�J" I• �E N I. ALL MANHOLES SECTIONS SHALL CONFORM TOA.S.TM.0-47E,LATEST REVISION - 1605es51t. 1000 (existing •1 space •• t• l ✓ .7 '�� pROP' ^ �j �•' �� - j (9 STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. SECTIONS. q - $ _ tE �-P 6.5. spaces 9 spaces •: .{\G �`v _ __ __ - . • \ �•� V Q 2. MANHOLE RISER SECTION TO DE FURNISHED IN 1,2,3, OR 4' HEIGHTS, AS REQUIRED. P P ��"rtrr (NO b• 1 _ 18.6 3. LOADING TO CONFORM TOAASHTOH-20LOAD [NO. 8 spaces provided includes I Handicapped Space 4. ALL CONCRETE IS To MEET 4000 PSI AT 28 DAY SET. • Utilize Mbnlci al Parkin of 1000-140-03-05 - t • space sic f O � p S. ALL OUTLET'S ARE TO DE SET AT THE SAME ELEVATION, 0.1' MWUMUM BELOW WLEr(S p g CONCRETE Q �R '00;"000 5� 8�ptl_QQ�¢S� i 000 . RX-R�tf : 5T. . s• 28 DAYS 2 CSia 1cs 93' - : TYPICAL DISTRJBUTION , �1• ' MANHOLE TYPE 'A'• N. /� "-no SCALE LOT COVERAGE COMMERCIAL CURB EXISTING BLDG. • 605 sq.fl. PROPOSED BUILDING 2175 sq. fl. O , o 25' 2780 s fl LIGHT DIAGRAM FOOTCANDLE VALUES SHOWN i 150 W RP5 AT 15' n MOUNTING HUGHT v' \\ 2780/11561 - 24.00% 9 -e o \ N�A LANDSCAPc* AREA O t 51% \ 2262 1;q.fl = . t/ 2262/! 1561 20% `• DRAINAGE O �` S�f� £1-• d ` �� , \� BLDGS - 27,90 sn.lr, 780 sq.ft. ' ` P ;,11' 1Z Eta ' f'f1 Q .. - ?I CO • sq ft •'I� . A -. - - - - - - --.. - - to \ SLABS 150 sq.ft. A oD \ pR)CK ,tt \ PAVEMENT 5344 sq.ft. R G0 7-o aSEPTIC STRUCTURES d RAINOFF STRUCTURE �\ 9304 sq.ft. RROB 5 ��cn SYMBOLS' _ \ 9304 sq.ft. x I x 0.17 1582 cu. It. SLP -\ \ 1582 /42.2 = 37.5 VF O r tJ� ST -SEPTIC TANK /PROVIDE 4 Ips. 810 x 10' deep co _ e- "\ GT -GREASE TRAP ALL SEPTIC AND DRAINS TO HAVE HEAVY DUTY 1G N � 5' L.P. - CESSPOOL LOCKING CAST IRON COVERS .LO `r c� E = EXPANSION CESSPOOL DTII - DR.YWELL O s or- 7'ONINO DIS TRI ZP C T 1-1,9 R Vo 0 n.6 1_)1 TE?lC 7-. P eA T7 -IT -1 11-Ae SAFE DIG _ Before You Dig, Drill Or Blast! CALL US TOLL FREE 1-800-962-7562 NY Industrial code rule 753 requires no less than two working days notice, but not r ( more than ten days notice. 2 o z �'• - Dm t`` M � SCHOOL f el S h?ICT IXA T TI TUCK TQat - FLOOD ZONE . X < o \ SUFFOLK CO JN T Y WATER DIS TRIC T 8oc'1n0 5 -\ c�\ PT�pN EL• 253 c,Gnc _�) 6 R0X• N O w� HYO• Mp,�pP J G 1 oG meows _-�cg 9 9 EL• t 53,E Kt�6 1 s� - - coto � e��• . ® G&0 0006 5,11 Eps 1, its =Z� �G PO o 1 0- a 0.2 Qp0 y 72• �Y d�� . 2i , �}R Of _ •i - 23 20 j © PROP as E� EVENT G AST 2�• ' , Hos �L N OF PEER T Y tc ZoA �Ec°£SP� 3'Og�3o OGAT►DNI , AT 4,� s• 6 �Rox• L MA T TI TU(.'-" lAp . Z0� 5 TOWN OF Su"UTHOLD'0 sl-- GA SUR-OLK COUNTY, N. Y oNG GU4g- t oNG• ALK 1000'140-02-20 Q��� EL• ?0. c "Doof �� A ' / 01-INER/APPLICANTS - Scale:- 10 - s -300. • - T.K. ALPHA, L.L. C="3----� - - P.O. BOX 298 �" 737::�_ Y a RIVERHEAD, N.Y. 1190/ - APRIL 7,'2010 0*- SUGAR MAPLE - 2 112' - 3' CALIPER S SHED NOT SHOWN HEREON TO BE REMOVED lL 4 3 ,2010 (;onslREVISIONS) ptNG UTILITIES � SEPT.� 2010 rrevisionsl EL. 20.5 - EXISTING ELEVATION G`AL PERI OVERHEAD ELECTRIC SIONDEC 3' 2010 hevlslons) ' 20,6 - PROPOSED ELEVATION MER IG - PUBLIC WATER Jan. 2�, 2o1r FEB. i0, 2011 (revisions,• ELEVATIONS ARE REFERENCED TO THE FIVE _ CO IPUgL SEPTIC SYSTEMS ON SITE - EASTERN TOWNS TOPOGRAPHIC MAPS (NGVD) AREA = '11,561 sq. ft. - - r • P1- P AX\ G FARKJN MU # 535 Ot4pt, �5 PLL ' E. S. KA L 0 GERA S, P.E. CONSULTING ENGINEER UNION SOUARE 727 UNION AVENUE RIVERHEAD, NEW YORK, 11901 PHONE (631) 722 - 4040 FAX (631) 722.- 4004 �n'IF NEFi/ r s _ N. S. LIC. NO. 49618 • P 0lJlL"� Y ; P. C. ( Elie°,�65.CSdJ X (631) 765 - 1797 PLAN FROM SURVEY COMPLETED 7/21/09 123C3 :A LE STREET I -OPP 4� —SOL 1jr 6 L Jf Suffolk CountjDqjwtment ofHealth SaMms ApproVal for Doo sivietiop-0thet 7ban Single FVv9y Refemnee No. C I -000(c. Desi F7 gn cw3U-61 �9. r N, KEY MAP IRC A 10.1* 600' LL cr LL 45.041'10* 4 C -A it < p CD A C %40 Qi 7� x t. 77 , JED L- :5MUCTi i7A6'0,-r STRUCTI-151C .5 YMBOLS 4x 4 Cl) :3 §ca OS C-4 ST - SEPTICLTANK Suffolk CountjDqjwtment ofHealth SaMms ApproVal for Doo sivietiop-0thet 7ban Single FVv9y Refemnee No. C I -000(c. Desi F7 gn cw3U-61 �9. r N, KEY MAP IRC A 10.1* 600' LL cr LL 45.041'10* 4 C -A 17 rc 171 �t L17. t.1 ToolA --Ar Dw Im SMY HC 2 , Nit 9F. rAR. encpy 's m 150, pp g rA IL PA Hkkqrj� YO .VCs pf" Ali? T let. KA 1Y UA 4 VF. -A T Wftu WIN NONE 'A AS DU ur Off' SO TAV L "FINAL DRAINAGE AND SANITATION PLAN 11-16-14. ,S,UFFOLK C, 0 L ANTT., Al Y., 550611reA fit., R&mf I i sr%L- MV V 7QUU-�14U-02-k 10 scale: I SURVEY COYPLETED 7/0.10f4 PLAV FROM B y PECO.A#q Sop. VE, P.C. it < p CD A C Qi L x t. 77 , JED L- :5MUCTi i7A6'0,-r STRUCTI-151C .5 YMBOLS 4x 4 :3 §ca OS C-4 ST - SEPTICLTANK GREASE 77?APURCS CL C) W 0 C14 LA CD VWAN10N CES811--bol, C) Dw DRYWELL cu ray S fl 13 w -i 17 rc 171 �t L17. t.1 ToolA --Ar Dw Im SMY HC 2 , Nit 9F. rAR. encpy 's m 150, pp g rA IL PA Hkkqrj� YO .VCs pf" Ali? T let. KA 1Y UA 4 VF. -A T Wftu WIN NONE 'A AS DU ur Off' SO TAV L "FINAL DRAINAGE AND SANITATION PLAN 11-16-14. ,S,UFFOLK C, 0 L ANTT., Al Y., 550611reA fit., R&mf I i sr%L- MV V 7QUU-�14U-02-k 10 scale: I SURVEY COYPLETED 7/0.10f4 PLAV FROM B y PECO.A#q Sop. VE, P.C. p CD E Qi L ' I x t. 77 , JED L- 4x 4 17 rc 171 �t L17. t.1 ToolA --Ar Dw Im SMY HC 2 , Nit 9F. rAR. encpy 's m 150, pp g rA IL PA Hkkqrj� YO .VCs pf" Ali? T let. KA 1Y UA 4 VF. -A T Wftu WIN NONE 'A AS DU ur Off' SO TAV L "FINAL DRAINAGE AND SANITATION PLAN 11-16-14. ,S,UFFOLK C, 0 L ANTT., Al Y., 550611reA fit., R&mf I i sr%L- MV V 7QUU-�14U-02-k 10 scale: I SURVEY COYPLETED 7/0.10f4 PLAV FROM B y PECO.A#q Sop. VE, P.C. ENGINEER STAMP E. S. Kalogeras, p.jF. Consulting Engineer 727 Union AVenticy Riverhead, Ny 11901 CD E L ' I t. 77 , JED L- 4 :3 §ca OS C-4 �4 .8 t3 CL C) W 0 C14 CD C) cu ENGINEER STAMP E. S. Kalogeras, p.jF. Consulting Engineer 727 Union AVenticy Riverhead, Ny 11901 \h0+ v MINIMUM REQUIREMENTS FOR �►�'� > L °s< Tc>y.3 = Ft= PAVED PARKING AREAS %:: P. i �: •' r, b '• 1 I/2' ASPHALT `4 e6 z i rt 2 112• BINDER ® \• `a STABILIZED COMPACTED BASE 01 A -e cif P a9' 06 niii ' DRM --b GRA E 01► 1.••' r I c �' .- ° dlAi 6 iY TQ BE QiTtfAVC T NV 6 t 1 ,•'3 OR EOLAL FOR DRAW 6 � Me, EI J;A E3• E7affi" PAVEMr TO sett CUrr A r omnrffjTm . Q05 T - 21.0 9 _ Quo \9 C, m YIp•6Pt SI t- �/'� V / ,Q OO GWTIER cor+c• Wfoo Dow_ CLM ASPHALT PAVEW NT Vt PA Tt TI6t+ 201 a" DRM DW r 0 PLAN OF ENTRANCE NO SCALE 8` 1• 2�2 `� FaJ� ASPHALT aWCEGRADE R• V SUFAto. tII a - ,� . 1'. A' •' fir {' 9 518 rebar J . ' 3000 P.SA CONCRETE Q 9' 28 DAYS9.0 TYPE 'A" ti �o COMMERCIAL CURB o �",�\ 0 0 20' ALONG RAILROAD AVENUE 60 O. , GAS o 10 of 19 -00 \® QS1 .!�• Zp 2 `i A BLDG. "' FINISHED FLR. EL 21.5 1/4' PE:,• � 19,31 ut+t 4• � I SCDHS Re%# CIO -10-0006 _ SANITARY DESIGN ov 4. SITE DATA �y r�Avr oUrY cocx>rA8 covErrs PRv r e cQYV��jq,, 1�rt+ r 1.�x. crswEY a+ Ac4 SITE AREA = 0.2654 ACRE CAST PON COVE" TO GRADE sys AI • SrriVCiU+E'.t / u V DUNON Cov CKW COMS TOTAL BLDG. AREA = 2475 sq.fi. .: �• � � s� RS 111516 ;;DE",",TO GRADE kA ALLOWABLE Ry FLOW (Density) �1 24• : UAacruRWr Fx ccc�v�s ' z4 �. r VIERS 'e - ` GROUND WATER MANAGEMENT ZONES !Y 12' 'r s' TRAf)•IC ALLOWABLE FLOW FOR. SITE = 600 gpd. ���,�� cover 600 dls.l. x 0.2654 Acre = 159 gpd. �'`+' 5� �' JE 18.8 E tt3.>3 L 1� 16' PER > oor Aay. P1Tpf gP gp ' ' N j AIA 6'0 WE t- __L JE 17.7' API. 4' DIA. I " c t / a r-4 rd W ` ao�' ALLOWABLE FLOW I W t- ty SANITARY KlT/GREY Le 1 rR L EA CHING 'WET STORE, bout£ 4' HN 4' ASl GREASE TRAP SEPTIC TANK POOL 3' 1375sq.ft. x 0.03 , 41 GPD �.(�• o,g sr W 1375 s !r, x 0 l.2OPO.R - �' +� a '^4 . y 165 VA it]i DRY RETAIL 7 S•,,, rr� s Aarr. 1l0 0 sq,ll. x0.03 33 GPD ,, iKE 6 oAP • SEPTIC SYSTEM CROSSECTION XSAAV LDC R74 TOTAL W?t:Y LO/t0 s crt ptotx� �'A rUt 165 G r.------ EL 6`5 TOTAL FLOW 239 Cpo SANITARY DESIGN SEPTIC TANK fP- days /low) 239. x 2 = 478 gpd. USE !200 gat. SEPTIC TANK 8'0 It 4' liquid depth GREASE TRAP 0.12 001/30t -x 1375 = 165 gpd. ' USE 8'0 x 5' liquid depth • LCACHING POOLS 239 gpd use 2 leaching pools 8'O x 8' depth (7.5' effective depth TEST BORING 8/10/09 by McDonald Geosclence O' EL. 20.2 bU( :1) SA1W LOAM A COOARS SASAND SIN 1 I WET STORE (All Kinds of Take -Out) RESTAURANT !DRY STORE PALE GROWN FwE SCDHS Limits Restaurant to 16 seals TO MEDAN SAND sP 1J.7 EL 6.5 PARKING WA TER N PALE - DRY STORE BROWN FwE To 1100 /200 = S.5 spaces AJEAUIW SAND SP _• I WFT STORE (AIL Kinds of Take Out) RESTAURANT 20• G 1, space1100 sq ft • lir, space - 1375 sq.ft. Nm 1375/ 100 - 13.75 - .13.75 19.25 spaces 8 spaces provided Includes 1 Handicapped Space ll spaces to -use munlcipal parking ENGINEERS STAMP CONDITION, LOT COVER4GE ANY AND ALL SIGNS MUST BE APPROVED BY THE PROPOSED' BUILDING 24755q,It. PLANNING BOARD PRIOR TO OBTAINING A SIGN PERMIT THIS CONDITION IS REQUIRED FOR .SITES THAT DO NOT O 247.5111561 = 21.4% PROPO6E:.3FEC'1FIC SIGNAGE- PRIOR TO SITE PLAN APPROVAL. LAN&I L3CAr" CT- 4REA 1.430 sq.lt 1430 ` ;1561 = 12.4% ` r; PA INA GE 0orit'0 5 ;;®Nt SUFFOL K COUNTY WA TER DISTRICT foo SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ;. VA�o• 10 WOO co RESERVESIle \ � � tom'". �t f� �t,i>rtG ��:� • ! �,.., _• � ; � � 53 , �Tr4 CLIP—OW n •• �1?1t l iJ ,� 0. G 2 5 ,• G.,6 ... C� rr _ Tq c/�i+l{� 0tg 0• cut !''l �, • 2i Zp, 0 N 10 N� r b � q, P.01 " \ 2 .�'G DRIVE STAKESL.(3)Ee ANGLE. DRAW TO P ' VERTICAL. (31 ANTI-* A AT • PERIMETER PLANTING AREAS. ,,/�,•r NOrE f7l REOL'IRED AT AND AREAS. '�� `•� TRTREEWRWRAP TO 6" � � ABOVE FIRST BRANCH 20 N is•0 _• P81. A N PP OPERI T Y 3" MULCH LAVE WIRE UNTIE AND ROLL BACK BURLAP , /11 FROM TOP V3 OF ROOT BALLMCUND•Y'!i ' f� ORM A AROUND EDGE R PLASTIC BURLAP IS USED, - UNDERSIG11ED. i UltS Ur1I'TT TO S0UTI GLD i UiNIv COLE SL.CT1014 REMOVE COMPLETELY. / FOFd•i 4' DEEP SAUCER � \ YOB PP`•' SI•a � a'� 1 10�� _ _ A pE 0 PT Ttr �- PLANT MIX MATERIAL \\ •tea S££ 63 �pG TTITUCK i!:`.'0 -.254(I), ACKI-gONVLEDGES THAT THE CONDITIONS OF TILE SITE PLAN' ROOT BALL TAMPED PLANT MIX MIX p'HIN. EXCAVATION L 5• QRQ t URO AL SET FORTH IN � °� THIr RESOLUTI01;1 OF APPROVAL VAL L'ATED P4 -V�• VARIES �Ajto `� T OWN OF SOU THOL D , J /ZO(, ARE ACCEPTED (SEE GOND IONS RESOLUTIpN), DRIVE STAKES I' MIN. INTO UNDISTURBED SOIL \ Z0 17'MIN. "•MIN' 1TMIN. PLANT AT SAME DEPTH A9 PREVIOUSLY PLANTED ��:JJJ� �/ MULCH ENTIRE PLANT BED TO DEPTH OF 3" \ 1 �. (Ny.at? ) - . pTA� AME •� ��� TREr PLANTING 100 0 (SEE SITE PLAN FOR LOCATION) vTs. � � / SUFFOLKCOUNTY • / ., l �'� - 1/ UULE KEGP�Q C��a •� /• VM0RTLED S1GIJAT(Jl` _- DATE O , pP�RO �; pGK®00- !40-09-20 8 - ,AMERICAtJ SYCAMORE 2' - 3' Cater �yQPt' 20 / '� S,D�� APPROVED Y . NOT TO SCALE r 16 - CEAP.fi ,�i'-6' f lghl, ou E�-' O j d �`� -• 7 TOtiVN OF SQJUTHOLD PLANNING 80AP.D 1 PADA REOU/REMENTS 1.7- JUNiPER SARGENT 2 112 - 5 gal �0 px 0WIVER/APPLICANT, CG�/�i• 1 - /® - '" x - BRADFORD PEAR' C r 5� �mF '+;1. ,Y " -� 1. 1 4. _ .. .•// 5' 10 20 34' � G;•�,r• t.;rirl'. 'tl .. cw 15 HOLLY (JAPANESE COWACT) .e' , T K ALPHAr L.L.0 �/ J2� nR\ P.O. BOX 23cR CHAIRPEP.SON SIG DATE sA; SAFE ®IG �z1. 1�,x Ir RIVERNFAv, N, ,: 11901 S`!�1 T L, • . APRIL 71 2010 r( n <t ;t ,;. �'• . �.-s )TE: Th., approved site development plan shall be valid for a period of eighteen (18)I: `_:.-••: �' � ALL NEW UTILITIES TO BE 3 2010 ( REVISIONS) OCs'. 4, 2012 (RF_V/SIONS; t,urthsfronith . , Before YoU Dig, ®fill Or Blast! G3 -AMERICAN SYCAMORE 1NG� e date of approval as per code section 100-25,5, LO LOCATED UNDERGROUND'2013 �} t EP 2010 (revisions) DEC:. 'rSi '' �J1 NOV 2 2010 (iev/slonsl MARCH (REVISIONS) �• /�� LANDSCAPE PLANS e R� p`p� '(E DEC. 3 2010 Trevlstons) MARCH 13,-20y3 (revl:fontl CALL US TOIL i;1tEE 1-600 962-7562 P3 € �RI4 AOA REQUIREMENTS C, OCT. `q P _ jon. 2_ �, 2011 APRIL 18, 2013 (revision) , � • � NO. 49618 NY Industrial code rule 753 requires no OCT. 11, 2012 _ lP FEB. 0 201; (revisions, OCT. 1�', zalr (reL'lSlpnS) P CONIC StWeYORS,'"P.C. less than two worsting days notice, but not DEC. 20, 2012 DEC. 27. 2012 (reds! s (631) 765 - 5020 FAX (631) 765 - 1797 more than ten days notice. "- CEDAR ����)J P. O. BOX 909 MAR. e, 2012 (REtgSIC)NS! 1 ARES _ 11561 sq. f t. MAR. s, 2012 (revisions) 1230 TRAVELER STREET 1 HOLLY ! MARCH 9 20/2l���� ��> PLAN FROM SURVEY COMPLETED 7/21/09 09_156 MARCH 16, 2012 (revlslons) BY PECONIC SURVEYORS, P. C. SOUTHOLD, N.Y. • 11971 APRIL l3, 2012 (revla(ans) it .5LDG, - 2475 ^q.1}. 2475 sq,lt. . OUMPSTER FAD 100 sq.11 - _-- :�L_'BS -•233 sq.lt. 930 PAVEMET 5622 q .NIt. SEPTIC STRUCTURES 11 RAINOFF STRUCTURE ""` -" •vuROLS_. 9360 sq.It. `' .060sq,1t. x I X 10.17 = 1591 cu.It• • - �� 1591 /42.2 = 37.7 VF ST - SEPTIC TANK PROVIDE 4 !Pg. 8'O x 10' deep GT - GREASE TRAP y " L SEP TIC AND DRAINS TO HAVE HEA v r DUTY L.P. - CESSPOOL /-OCKING CAST IRON COVERS E-- EXPANSION CESSPbOL DW - DR.YWELL \' ZONING DIS TRIC T: H� FIRE DISTRICT MA TTITUCK SCHOOL DIS TRIC T MA T TI TUCK ` FLOOD ZONE .X 0orit'0 5 ;;®Nt SUFFOL K COUNTY WA TER DISTRICT foo SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ;. VA�o• 10 WOO co RESERVESIle \ � � tom'". �t f� �t,i>rtG ��:� • ! �,.., _• � ; � � 53 , �Tr4 CLIP—OW n •• �1?1t l iJ ,� 0. G 2 5 ,• G.,6 ... C� rr _ Tq c/�i+l{� 0tg 0• cut !''l �, • 2i Zp, 0 N 10 N� r b � q, P.01 " \ 2 .�'G DRIVE STAKESL.(3)Ee ANGLE. DRAW TO P ' VERTICAL. (31 ANTI-* A AT • PERIMETER PLANTING AREAS. ,,/�,•r NOrE f7l REOL'IRED AT AND AREAS. '�� `•� TRTREEWRWRAP TO 6" � � ABOVE FIRST BRANCH 20 N is•0 _• P81. A N PP OPERI T Y 3" MULCH LAVE WIRE UNTIE AND ROLL BACK BURLAP , /11 FROM TOP V3 OF ROOT BALLMCUND•Y'!i ' f� ORM A AROUND EDGE R PLASTIC BURLAP IS USED, - UNDERSIG11ED. i UltS Ur1I'TT TO S0UTI GLD i UiNIv COLE SL.CT1014 REMOVE COMPLETELY. / FOFd•i 4' DEEP SAUCER � \ YOB PP`•' SI•a � a'� 1 10�� _ _ A pE 0 PT Ttr �- PLANT MIX MATERIAL \\ •tea S££ 63 �pG TTITUCK i!:`.'0 -.254(I), ACKI-gONVLEDGES THAT THE CONDITIONS OF TILE SITE PLAN' ROOT BALL TAMPED PLANT MIX MIX p'HIN. EXCAVATION L 5• QRQ t URO AL SET FORTH IN � °� THIr RESOLUTI01;1 OF APPROVAL VAL L'ATED P4 -V�• VARIES �Ajto `� T OWN OF SOU THOL D , J /ZO(, ARE ACCEPTED (SEE GOND IONS RESOLUTIpN), DRIVE STAKES I' MIN. INTO UNDISTURBED SOIL \ Z0 17'MIN. "•MIN' 1TMIN. PLANT AT SAME DEPTH A9 PREVIOUSLY PLANTED ��:JJJ� �/ MULCH ENTIRE PLANT BED TO DEPTH OF 3" \ 1 �. (Ny.at? ) - . pTA� AME •� ��� TREr PLANTING 100 0 (SEE SITE PLAN FOR LOCATION) vTs. � � / SUFFOLKCOUNTY • / ., l �'� - 1/ UULE KEGP�Q C��a •� /• VM0RTLED S1GIJAT(Jl` _- DATE O , pP�RO �; pGK®00- !40-09-20 8 - ,AMERICAtJ SYCAMORE 2' - 3' Cater �yQPt' 20 / '� S,D�� APPROVED Y . NOT TO SCALE r 16 - CEAP.fi ,�i'-6' f lghl, ou E�-' O j d �`� -• 7 TOtiVN OF SQJUTHOLD PLANNING 80AP.D 1 PADA REOU/REMENTS 1.7- JUNiPER SARGENT 2 112 - 5 gal �0 px 0WIVER/APPLICANT, CG�/�i• 1 - /® - '" x - BRADFORD PEAR' C r 5� �mF '+;1. ,Y " -� 1. 1 4. _ .. .•// 5' 10 20 34' � G;•�,r• t.;rirl'. 'tl .. cw 15 HOLLY (JAPANESE COWACT) .e' , T K ALPHAr L.L.0 �/ J2� nR\ P.O. BOX 23cR CHAIRPEP.SON SIG DATE sA; SAFE ®IG �z1. 1�,x Ir RIVERNFAv, N, ,: 11901 S`!�1 T L, • . APRIL 71 2010 r( n <t ;t ,;. �'• . �.-s )TE: Th., approved site development plan shall be valid for a period of eighteen (18)I: `_:.-••: �' � ALL NEW UTILITIES TO BE 3 2010 ( REVISIONS) OCs'. 4, 2012 (RF_V/SIONS; t,urthsfronith . , Before YoU Dig, ®fill Or Blast! G3 -AMERICAN SYCAMORE 1NG� e date of approval as per code section 100-25,5, LO LOCATED UNDERGROUND'2013 �} t EP 2010 (revisions) DEC:. 'rSi '' �J1 NOV 2 2010 (iev/slonsl MARCH (REVISIONS) �• /�� LANDSCAPE PLANS e R� p`p� '(E DEC. 3 2010 Trevlstons) MARCH 13,-20y3 (revl:fontl CALL US TOIL i;1tEE 1-600 962-7562 P3 € �RI4 AOA REQUIREMENTS C, OCT. `q P _ jon. 2_ �, 2011 APRIL 18, 2013 (revision) , � • � NO. 49618 NY Industrial code rule 753 requires no OCT. 11, 2012 _ lP FEB. 0 201; (revisions, OCT. 1�', zalr (reL'lSlpnS) P CONIC StWeYORS,'"P.C. less than two worsting days notice, but not DEC. 20, 2012 DEC. 27. 2012 (reds! s (631) 765 - 5020 FAX (631) 765 - 1797 more than ten days notice. "- CEDAR ����)J P. O. BOX 909 MAR. e, 2012 (REtgSIC)NS! 1 ARES _ 11561 sq. f t. MAR. s, 2012 (revisions) 1230 TRAVELER STREET 1 HOLLY ! MARCH 9 20/2l���� ��> PLAN FROM SURVEY COMPLETED 7/21/09 09_156 MARCH 16, 2012 (revlslons) BY PECONIC SURVEYORS, P. C. SOUTHOLD, N.Y. • 11971 APRIL l3, 2012 (revla(ans) it I 1.-!51 .Too APPIZOVED BY PLANNING BOARD Dotes: TOWN OF SOUTHOLD 1. Fypon ornamental circle on gable peak. �� �( 2. 1X18 & 1.X14 Versatex over spacer and 1X6 versatex on bottom wDATE/'7 / 4,5" exposed. _ 3. Fypon BKT 18X24X3 Bracket at corners (or equal) 4. Fypon BKT l OX 10X9 Middle brackets (or equal) 5. Sign sizes as noted 6. Fypon MLD505-8 12X3 Fascia / c7 7. Transom height 1'x7", Window height 5'-6", width to be 3'4"-aniodized aluminum G �� 8. Door height T-0", Door width 3'-0". anodized aluminum 9. Planters to be Versatex (or equal), 2'h x 3'w x 2' deep. 10. Brick face in front w/ side and rear walls to be block with painted red. CHRISTOPHER STRESS , R.A. Architecture and Planning 631-722-7865 610-899-0157 runabout@ptd.net Proposed Building for: T.K. Alpha, LLC 535 Pike Street Mattituck, NY Dwg : ; Date : �i RU APR 2 32013��� .1k, 0a533� OF N���� APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE I CHRISTOPHER STRESS, R.A. _. Architecture and Planning © AR o� 63.1-722-7865 610-899-0157 U � runaboutnptd.net LU CC t Proposed Buidingf'or : T.K. Alpha, LLC Dwg ; �,� 0253� 535 Pike Street Date: A� or. Mattituck_ NY Ref.*, C1040 0006 Spa SANITARY DESIGN BLDG, SITE DATA )VI.PNIMUM REQUIREMENTS FOR PrrY L000110 COM8 SITE'AREA O.M4 ACRL FINISHED F1_R_ T, EL 3.1-1 CASI k -T COVICITE TO Mm TC V's PAPKING AREAS r" r wx qs#�Ev Irw AL� W-4 Vr OM L 00" Ca MS PAVED TOTAL BLDG. -AREA' 27475s CAIsro" COYM acme TO ME$= J� 9.;v, ALLOWABLE WSWA" (Density, I? TAAFM Coms I V 112, ASPHALT Asia. nrcm MASDIP"My C? SA RYFLOW Ar '% 1, 47" N1 TA 011, 150 ;a. r -,GROUND WATER MANAGEMENT 10 nv. SSTA&9-"1Z'E10'COM1FAt:= DAM "Fe ALLOWABLE FLOW FOR .-I� . .. �... .. ON —CIL-M Ir iE r X I lir e, C&Wx A -:A 19LJ j roor rat=3=* SITE as 600 gpd. 4. 6 0 0 gpd/s. f. ,5 Am 414 Acre I�Dq op.d. V For -49=1 , . ri W., L. ALLOWABLE*FLOW ro BE' GRA elf:16 TO A4mr* V M" 4'M MAIMAW 01 %.:� - - r/GRE Y gj LEACHING row - GREASE TRAP SEPTIC TANK' I lw6r POOL It., M. 0. 03; 10d EOUAL FOR allW Spa TIC 77 VJMW PAtOW TO SAV WT A r 0=1WM00, . ....... �M OWW IPA 170 a. C-5• MAIL SALON Ow .110 Mew 010 SFX.07 33 aw 77 GPD. CIA 0 KEY SAP RAY C01,11i I &_ AS% SEPTIC SYSTEM i�ROSSECT?ON Am L �O rA t 4av?C Y L \9.9 Sep I*.- , P CS A VN amjsowl qtr 16V, _j 'Sn I . - . . I , '. I - �61? WAL.FtOW 311V GPD. 4 V, "ECENED SANITARY DESIGN owr SEPTIC TANK (2 DAYS FLOW) 0JT7V AWHALT P'AVVdW 4 316 X 2 =632 gpd USE 1200 GAL. septic tank 8' 0 x 41 liquid depth JR 2 9 2GA V?. 'UFF. GO. I-IC-ALTI-Iff' -RVICES. 0.12 GALJSQ.FT X 1375 165 gpd. 18 0 GREASE TRAP USE 81 X 5' liquid depth Offlf.E OF 1Vfi�TLVJAT[,-R 510T. 5 'TEST -BORING PLAN OF ENTRANCE LEACHING POOLS 0 NO SCALE IV .;16 gpd use 2 leaching pools 810" x 8' depth (7.6' eftcWm depth)- Sidi• *Vonald Geoselance Z Op I1W FM TO zoil &MV 0 •PROP., OSSA (J$ES ASPHALT 161, �1 'I WET STORE (An Kinds 6ESTXURA* s. GRY R -T -OW IVT �WECA R 0 1=1t/_ •"a .1 1 '. PALZMWN FAC CDHS TO SAND SP 'ACC S lo= - - R mm to EL 6.5 13.F 1W?kING WA TERN PALE ME (Do. PROWN FOE TO ACPW SAtID SP: • 1[001200 - 2•54paces •SE Take, OaD RESTAURA I WET STORE (Al(AlAlmk -of X. .1.0 NT are 100 13.75 J3. sp S. 'Handk*P.@4 Spot' .,Va.. as ENGINEERS STAMP Q) ,84P4c@stPrbV1d@d Includes I P v W _q use fro. lid ?,or v,5 A ; 41 W]D5 7- D 1 242 GPD. P.S4 0 Co. PI a 26 -DAYS 0 t 19 IV ' TYPE "A os. 5s a LOT COVERAGE COMWRCIAL CURB 00 1 a ALONG PAILROAD AVENUE - , i .. Tc .0 - I . .. Ole ZO a PRDPOSED BUILDING R475sq.11* a- • 041,51JI561 'ss 042 .%1 LAND SSIONNI A SCAPED AREA 110�r..Irl . . dt. 1430 sqifl-14301711561 >:1Z 4% az Vk DRAINAGE E. S. Kalogeras, P.E. G. - 2475 sq.M. .2.47D.. sq.ff. Consulting Engineer -U�p 7, _j PAD Do" juqJ1 ....... a, S 727 Unlon'AVenue' SLABS 233 sq. ft. BRICK 930 Sq.1 Riverhead, NY 11901 6ZZ -so. A PAVEMENr 5 .1060 sq SEPTIC TRUCTURES.R R.AINOFF STRUCTURE X. e"j I I N % \A a SYMBOLS -9369rq.11a: x I x 0,17 1591: 'c�jt. 1591, 142.2.- 37.7 VF - io� 0 i• n . PROVIDE 4 Ips. 8*0 R.10' daT - SEPTIC TANK -A I . Gr - GREASt- TRAP AL L. - SEPTIC AND DRAINS. To AVEHA HEAVY DUTY 4�� knk 4,i . . L.P. - CESSrOOL CAST IRON • 07, E.- EYPANSION caspba COVERS 0 (P DW ORYWELL. T_ ZONING DIS TRIC T. HB 04 Iq FREDSTRDT.- MA Mn= 061. -lingo 4 '?T M SCI OOL 0, RIC T. A TMWX FL OOD'ZOPIE -X oct00 ;SUFFOLK COUNTY WA TER DIS TRIC T ,10 01A. SUFFOLK COUNT? DEPARTMENT'00 HEALTH SERVICES r L; r Of Health 0 Unty ctioni,_Othet Then S* Approval flow -OOD(o Desip' )cio,lo C39 q Reference N(. Ae so, /0 00r - t Use(6) uffolk (s) I for generall co gth S �ese plane have to water .1 e .0.2 County Department of Health Services standardsy.0 dispose Regardless of an: 0.- sewage die uirea to be in 10' impply and ail, construction 113 11pq inconsistencies or lack Of det i appli le. te, I:' PAW �O licable. "111C11 conditions and -0 AT This approval r,%Mr'rR PLA.WM AREAS� accordance wish the attached permit (2)RECVInD AT 1-* Ex LAND AREA5, spedficft waived by the DePArtmlInta unless ied. TREE UPAP TO W standards, extmded of rene ASOVE FIRST SPA%rp4 from the -approval f t exp,.!:" 3 Pare r 31 Mew LAMR UORME zoo 110 PLAN 0,7PROP tzrz ,Wcuu> 13 USED, W NCO" V R • PLMT MIX MATERIAL pit I AT Dide ROOT DAL T-41. W PI.ArIS•'. a ff L XCAVATIC?4 ..0rP1 WW- A P4-:-6 VARlrzb DRIVE STAKES I, MR D'ITO UOISTURL%ED YNK SOIL , * , ... 1.1 15. MA T T• UCK K.WT. AT OAPV t�jrTW An rm"MSLy M.�4M K&r" "Mm, r"M E�W'.'70 pv-m or 3. V (SEE 01�0 AN lm, -- (W' UU 41 4, \ �T"I- s WN OF S TH OL D •SITE FOtZ LOCATI "! - - t! RTA too A Sk,P FiY T:. .;A P FOL C "UNT Al rl U y , N. Rov Ian Ap MV P ZO.4 /UU -14 401CAN S-V: Z- tv 14 - �00v -fz 0 !J P%lp sq^ ^ A NO -r TO 50 -ALE _2 008A X 0 0 Is C ADA RE OU .?- Ji a R� #N3CNrS I 2112 - 000% goo 0-- 10 319 CC*W 50 4�fcale: ILI •Ae T.K. ALPHAr L.L.C. P.O. BOY, 298 Roulad PI PP fexpRIVERHEAD: 3A N. Y. 11901 NOTES' APRIL 71"2010 AWWAA f S •LANDSCAPE PACS A' If NEW UTILITIES ISIONS) CEPA h,golo ( flEV -OCT. 4. 2(W DEC 20 2012- (REVISIONS) MWM PJ_AN 8 ADA;REQUI 'REME;%1 L OCA TED UNDERGROUND 2010 frevislond qc� =71 pe4j? .- TS I S�cl PNI DEC 2010 D'sWons) - NOW. 00"011(s) . OCT. 11, E012 DLq. 200 ZME cov-0UPC 2011 10 rED 1*0 Irevklanal 0CF. IF, 2011 (reZimo •trout 000*09" PFA JRRI ,0i2 (revisions) 'Ilya PLAN FRom suRvEy COMPLETED 7121109 MARCH 9 16, 18/1 (=4 MARCH re 1; BY PECONIC SURVEYORS, P.C. APRIL 13 2012 frivA i E. S. Kalogerag, P.E. Consulting Engineer 727 Union Avenue 15-7, 11, Riverhead, NY 11901 00 F 0 " 'bl 00,4 21 Li Z' PC -c* v. E. S. Kalogerag, P.E. Consulting Engineer 727 Union Avenue 15-7, 11, Riverhead, NY 11901 00 F 0 " 'bl 00,4 21 r RAB Lighting 170 Ludlow Avenue Northvale, NJ 07647 Tel: (888) 722-1000 Fax: (888)722-1232 WV W.RABWEB.COM -MMEN 160 n 0.0 0.0 - O.Q.O ,� - 00( .2 .. `• 3.8 �F34, 0.0 O.O � . 0.0 --140X0.0 0.0 i 0.0 0.0 ;0.2 1.9 2.2 -0.5- 2 0.1 0.0 0.0 '!2 IJU -7 0:0 0.1 0.2 `.. 0.4 0.4 X0.2 - 0.1 0.0 0.0 0.4 0.4 '-',0.2 0.1 0.1 0.0 0.0 O.o'\ 110 \ 0.0 •� ` // ` u Y u r r r K •' �0. 41 3.1 1,8 0.4 'i 0 2 0.2 1D.1 0.0 r� I, \ Q.0 100 O>2 4.6 2.0 Obi ' 1.0 r` \` 0 900.7 _80 •o\ .,t r1 0.0 0.1 0.5 `\`�•0 70 0.0 r" 60 \ 0.0 0.0 0.9 `\\'` 0 50 Q• 0.0 0.3. Z\fi'\ 0.6 Y; 2 \ 32 34 y� �\ 40 U1.o :, �\ -- 0 0.1 1.8 ` 7 1.7 2.1 0.6 33 - 30 '' . 31.1 O.O 0.0 0.3 1.6 1.5 0.4 0.4 0.2 jm 20 ' 0,1,' 0.1 000.0 0.1% 0.2 0.1�= � 0.1 10 0.1 0.1 0.0 o.o --o:0 0.0 ° ` 0.0 - -.. '-- -' - .__.._ _...._.. - -'-- - '-- ---' '-- - ... - - - - ...-'-- - --- --- ....--- ....... ...... ... -....... .......... _.. - ----'- -- - '- '- - -'---- - - -- '-'- -' ----- _. i 0 10 20 30 40 50 60 70 80 90 100 110 120 - 130 140 150. 160 Prepared For. Damin Sales Job Name: 535 Pike Street Scale: 0'-I'= 2()'-0• Date: OSJ14J2013 28 Bruhswick Avenue Mattituck, NY Edison, NJ 08817-0377 Lighting Layout 732-985-8866 Revision G Fite: 535 Pike Street 030713G Drawn By. E Hunt APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE 6?-� 41-71 �0 15 This information is confidential and the sole property of RAB Lighting. His not to be reproduced or distrtbtrted to others without the written Permission of RAB Lighting. The cakx tics and resutts thereof as shown in this report are based an irdon, at provided by the customer. Therefore design Ptrameters such as surface refleclaroes, size, mounding height. depreciation factors, orierrtatien and tilt must be verified. RAO Lotting dtsclaims afl implied wanwdies with regard to actual installed fight levels es compared to Vase based on'rtacaaate or incomplete data. RAB LIGHTING NEITHER WARRANTIES OR REPRESENTS THE APPROPRIATENESS, COMPLETENESS OF SUITABILITY OF DESIGN 14LUSTRATION FOR SATISFYING ANY APPLICABLE REGULATORY CODE REQUIREMENTS. NOT FOR CONSTRUCTION. 160 This information is confidential and the sole property d RAB Lighting. R,AM,B-Edison, RAB Lighting Ludlow 170 ow Avenue Northvale, NJ 07647 Prepared For: Damin Sales 28 Brunswick Avenue Qo� `rA 150 Date: 0511 4/2 0 1 3 File: 535 Pike Street 030713G ( L H I ' v (�, a� l: (888) 722-1000 Tel: Fe(8H8) 722-1232 VWWV RABWEB COMOR 002P Q1 ,- RAB LO&V disclaims all implied warranties with regard to actual installed right levels as compared to those based on inaccurate or noomplete data. RAB LIGHTING NEITHER WARRANTIES OR REPRESENTS THE APPROPRIATENESS, COMPLETENESS SUITABILITY OF DESIGN ILLUSTRATION FOR SATISFYING ANY APPLICABLE REGULATORY CODE REQUIREMENTS. NOT FOR CONSTRUCTION. �D�rawn E Hunt 1.40 0.0 0.0 0.0 `;0.2 1.9 ' 0.0 !,2 130 =` - < 0.0 0.1 i 'C1•tJ�% '\ 0 2 � 0.4 0.0- 120 0.0 0.4 0.4 0.2 1.10 2 01 3.1 Q•0. \ 1 _.8 , 0.4 1 100 1.2 QW., _(i)4.6 2.0 0.6 90 .0• 0.1 0:32 0.7 80 0.0 0.1 0.1 0.0 0.0 40 0.0 0.0` 0.0 APPROVED BY I PLANNING BOARD TOWN OF SOUTHOLD �1- DAT E//a t3 .: -' o.o o.tt. 0.2 0.2 0.1 0.0- "" 0.0 D.D. o.o `. 0.1 0.1 0.2 0.4 OS 03 j0,.1 0.0 WOO _ 0.1 0.1 0.1 0.1 03 0.7 1.9_ � \; OA 0.6\ 03 0.3 0.2 02 0.1 0.1 0.2 DS 0. \• \ 30� ��'��eeeeyyyy \ ......... " 8 0.7 OS 0.4 03 0.2 0.2 03- - \' 0.0 0.0 . 1.0 ..i'1.4 13 1.1 1.0 0.8 Ob 0.5 Q.b-' " ••10.0 0.0�. 0 _- , 12 1.4 1.6 1.7 1.7 1.5 13 1.1 09.- 0.) OA •� • 15 1.7 1.9 2.0 9 1.7 : fi:� . •;� 0.0 0A,, \. is 2.1 2.2 ,2:3'` .V 5 0.0 .\`'', 0.0 010% 10 ,�` 0.0 0-0% 11% 0.0 0.6 0.6. / 2-971 \ 0.0 040 Scale: 1 inch= 10 Ft. This information is confidential and the sole property d RAB Lighting. R,AM,B-Edison, RAB Lighting Ludlow 170 ow Avenue Northvale, NJ 07647 Prepared For: Damin Sales 28 Brunswick Avenue Job Name: 535 Pike Street Mattitudk, NY it is not to be reproduced or distributed to others without the written permission of RAS Lighting. The calculation and results diereof as shown in Ow report are based on information proms b` the customer. Therefore design parameters such as surface re ices, sae, mounting height. depredation factor's, orieraation and tilt must be verified. Date: 0511 4/2 0 1 3 File: 535 Pike Street 030713G ( L H I ' v (�, a� l: (888) 722-1000 Tel: Fe(8H8) 722-1232 VWWV RABWEB COMOR NJ 08817-0377 732-9$5 866 i Lighting Layout Revision G RAB LO&V disclaims all implied warranties with regard to actual installed right levels as compared to those based on inaccurate or noomplete data. RAB LIGHTING NEITHER WARRANTIES OR REPRESENTS THE APPROPRIATENESS, COMPLETENESS SUITABILITY OF DESIGN ILLUSTRATION FOR SATISFYING ANY APPLICABLE REGULATORY CODE REQUIREMENTS. NOT FOR CONSTRUCTION. �D�rawn E Hunt 70 .. 1 60' 21 1.8 2--2.5 Uu U.y 0.0 01 )A0J: .2 11 0.7 1 4- 0.6 O.k Y. 0 0.0 alp\ 0.0 0.1 0.5 3-3 0.0 O..\ \0.0 %\ %�o.o 0.0 0.0 0.,)., 0.0 0.0 9,0 0.1 0.1 � 0.-0 0.1 2.3 0.-10 -.0 1\5 \.0.1 0.1 0.1 0.11% 0.0 0-2 0.1 0.0 0.0- 0.9 0.0 0.0 0.3 0.0 -0-.0 0.1 RAB Lighting Prepared For: Job Name: 170 Ludlow Avenue Damin Sales 535 Pike Street Northvale, NJ 07647 28 Brunswick Avenue Mattituck, NY Edison, NJ 08817-0377 Lighting Layout Tel: (888) 722-1000 732-985-8866 Revision G Fax: (888) 722-1232 WWW.RABVVEB.COM HUI` 7 . 1 -" ,0 .4 03 0.3 0.2 0.-6 .... .... ... .......... 0 3 324 1.7 2.1 0.6 0. This information is confidentiat and the sole property of RAB Lighting. It is riot to be reproduced or distributed to others without the written Permission of RAS Lighting. The calculation and results Oxwed as shown in thts report are based an information provided by the customer. Date: 05/1412013 Therefore design Parameters such as surface reflectenoes, size, mounting height depreciation factors, orientation and till must be verified. RAS Lighting disclaims all implied warranties with regard to actual installed light levels as compared to those based on inaccurate or incomplete plete data, RA13 LIGHTING NEITHER -WARRANTIES ORREPRESENTS THE APPROPRIATENESS, COMPLETENESS OR SUITABILITY OF DESIGN ILLUSTRATION FOR SATISFYING ANY APPLICABLE F�ile: 535 Pike .: Street 030713G Drawn By: E Hunt REGULATORY CODE REQUIREMENTS. NOT FOR CONSTRUCTION. 0: 0.0 0.0 Job Name: 535 Pike Street Mattituclk, NY Lighting Layout Revision G Scale- 0'-t"= 5'-0' ........ ... 0.0 0.0 0.0 0.0 0-0-'. 0 G File: 535 Pike Street 030713G Drawn By: E Hunt - 0.1 0.1 0.2 0.4 0.5 •0.3 0..1 0.0 0.1 0.1 0.1 0.1 0.3 0.7 1.9.... -......... ' 0.0 0.0`\ 0.2 0.2 0.1 0:10.2 --0:5 . 0.2 0.2 .D-:2- :. 0.0 0.0 0.0 0.0 Scale: 1 inch= 5 'Ft. RAB Lighting 170 Ludlow Avenue Northvale, NJ 07647 Tel: (888) 722-1000 Fax: (888)722-1232 WVWV.RABWEB.COM • .0 0.0 0.0 6:0 `. 0.0 0.0 t` 0.1 0.6 o.b.. 2,%-• 1 0 0 0.0 0.0060 0.0 0.0 0.0 0.0 Scale: 1 inch= 5 Ft. Prepared For: Damin Sales 28 Brunswick Avenue Edison, NJ 08817-0377 732-985-8866 Job Name: 535 Pike Street Mattituclk, NY Lighting Layout Revision G Scale- 0'-t"= 5'-0' Date: 05/14/2013 File: 535 Pike Street 030713G Drawn By: E Hunt 0.0 0{0 0.0 0 0'\ " to 0.0 0.0 0.0 0.b , 0.0 0.0 0.1 Oto 0.1 0.1 0.1 '1 0.1. 0.1 t\%'.\ 'It 0.2 0.1 \ 1, 0.5 0.2 0:: 0.4 0. , 0 .2 0.4 0.3 02 0.3 0.6 M .z gid= This information is confidential and the sole property of RAE Lighting. It is not to be reproduced or distributed to others without the written permmsion of RAB Lighting. The calculation end results thereof as shown in this report are based on information provided by the customer. Therefore design parameters such as surface refiectanoes, size, mounting height, depreciation factors, orientation and tilt must be verSied. RAS Lighting disclaims all implied warranties with regard to actual installed light levels as compared to those based on naocurate or incomplete data. RAO LIGHTING NEITHER WARRANTIES OR REPRESENTS THE APPROPRIATENESS, COMPLETENESS OR SUITABILITY OF DESIGN ILLUSTRATION FOR SATISFYING ANY APPLICABLE REGULATORY CODE REQUIREMENTS. NOT FOR CONSTRUCTION. JS Calculation Summary NOTES: ` THE LIGHT LOSS FACTOR (LLF) IS A PRODUCT OF THE LAMP LUMEN DEPRECIATION (LLD), THE LUMINAIRE DIRT DEPRECIATION (LDD) LumNo Label X Label CalcType Units Avg Max Min Avg/Min MaxZMin Description CalcPtt11th-hlnan'ce Total 'Fc 0.58 4;6 O Q N.A. 'N.A.. ` Site l Grid: 10' x 10' (0'0" AFG CalcPts'_2 Illunllnance Fc: 0.02; 0>2 0:0 N A: 'N.A. Property'Line Spacing` 10.' CalcPts,`3 Illtiminance . Fc 0.52 2.5. 0:0 N A. N.A. SiddWalk.[Grid: 2' x 2', '0'-0" AFG Litim ire Schedule NOTES: ` THE LIGHT LOSS FACTOR (LLF) IS A PRODUCT OF THE LAMP LUMEN DEPRECIATION (LLD), THE LUMINAIRE DIRT DEPRECIATION (LDD) LumNo Label X Y S mbof; . :LabelArran ement Lumens/Lam :Lum. Lumens LLF De' cr,* tion. tum. Watts Arr. Watts Total 2 ` F SINGLE N.A. 1336 1.00.0 ALED26N 30.2. 30.2 60.4, 4 J SINGLE N.A. 571 1:000 GNLE1?136 15.1 15.1 60:4 I; 5 K SINGLE N.A. 673 1000. WPLED1.3N 15.1 15.1 75.5 3 N SINGLE. N.A. 209: 1.000. LFLED5NA 5.07 5.07 15.21 16,706 -20 28 N 122.347 56,713 5 23 8,1'4 '720 30 Luminaire Location Summary NOTES: ` THE LIGHT LOSS FACTOR (LLF) IS A PRODUCT OF THE LAMP LUMEN DEPRECIATION (LLD), THE LUMINAIRE DIRT DEPRECIATION (LDD) LumNo Label X Y Z Orient.. Tilt 2 F 28:879 100.321 10 21.1`86 0 4 -F 55:653 150:745 10 287283 0 5 K 62:53 82.1,33 1.0. 202434 -15 15 K 67:381 67.788. 10 202 834: , -15 16 K 72,1557 -53.858 10 202 834 :-15 17 K .77.19111. OR SUITABILITY OF DESIGN ILLUSTRATION FOR SATISFYING ANY APPLICABLE REGULATORY CODE REQUIREMENTS, NOT FOR CONSTRUCTION. 10 27 .112'.9,29: 82.262 .5 16,706 -20 28 N 122.347 56,713 5 23 8,1'4 '720 30 N 105.373 102.602 5 16.706 -45 31 J 86.378 35.187 15 0 -20 32 J 107.626 42:982 15 0 =20 33 J 89.855 36.442 15 0 -20 34 J 1,11.891 44:688 15 0 -2Q 35 K 68.58 91.5.95 15 112.577 -15 Total Quantity: 14 WWW.RABWEB.COM Prepared For Damin Sales 28 Brunswick Avenue Edison, NJ 08817-0377 732-985-8866 GNLED13B PS4-11-10D2 NOTES: ` THE LIGHT LOSS FACTOR (LLF) IS A PRODUCT OF THE LAMP LUMEN DEPRECIATION (LLD), THE LUMINAIRE DIRT DEPRECIATION (LDD) AND THE BALLAST FACTOR (BF). - THE LDD IS JOB SPECIFIC - THE LLD IS THE RESULT (QUOTIENT) OF MEAN LUMENS / INITIAL LUMENS PER LAMP MANUFACTURER - THE BF IS PROVIDED BY THE BALLAST MANUFACTURER VALUES SHOWN ARE PREDICTED HORIZONTAL FOOTCANDLES TAKEN AT GRADE. ACTUAL READINGS MAY VARY, DETERMINATE OF EQUIPMENT, ELEVATION OPERATIONAL HOURS OF USE, OBSTRUCTIONS, VARIATIONS IN REFLECTANCES AND / OR ENVIRONMENTAL VARIABLES ` EXACT MOUNTING DETAILS TO BE DETERMINED AT JOBSITE BY OTHERS MOUNTING HEIGHT EXHIBITED ON DRAWING, SET TO BOTTOM OF FIXTURE HOUSING. Job Name: Scale:NTS This information is confidential and the sole property of RAB Lighting. It is not to be reproduced or distributed to others without the written permission of RAB Lighting. The calculation and results thereof as shown Date: 05/14/2013 535 Pike Streetin this report are based on information provided by the customer, Therefore design parameters such as surface refiedarces, size, mounting height, Mattituck, NY depreciation factors, orientation and hill must be verified. File: 535 Pike Street 030713G Lighting Layout Revision G RAS Lighting dsdaims au implied warranties with regard to actual installed Wit levels as compad to,those based on inaccurate or incomplete data. reG.NErrHER RAB LIGHTINWARRANTIES OR REPRESENTS THE APPROPRIATENESS, COMPLETENESS Drawn By: E Hunt OR SUITABILITY OF DESIGN ILLUSTRATION FOR SATISFYING ANY APPLICABLE REGULATORY CODE REQUIREMENTS, NOT FOR CONSTRUCTION. 70 so 0 50 40 30 20 10 0 0 Scale: 1 inch= 20 Ft. 0 0.0 0.1. 2.3" 0.0 0.0 0.9 \0.0 - 10 20 30 40 0 0.0 0.3. 2-,6\ 0.6 . . ....... 4 34 32 0.1 1.8 .17 -633 1.7 2.1 0.6 31 0 0 0.0 0.3 1.6 1.5 0.4 0.4 0.2 0.1 0.1 Q.00 0.0 0A., 0.2 0.1 .......... . .. 0.1 0.1 0.0-- "-60 0.0 50 60 70 80 go 100 110 120 130 140 150 160 APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE �b 1 41-71 > 15 M 01 E RAB Lighting Prepared For: Job, Name: Scale: 0'-1'= 20'-0" This information is confidential and the sole property of RAB Lighting. Itis not to be reproduced or distributed to others wMxxd Ifie written of RAB Lighting. The calculationand resultsthereof as shown -permission Date: 05/14/2013 F;JA M'.' L I -G H., T I N G 170 Ludlow Avenue Northvale, NJ 07647 Tel: (888) 722-1000 Fax: (888) 722-1232 DaminSales 28 Brunswick Avenue Edison, NJ 08817-0377 732-985-M66 535 Pike Street Mattituck, NY Lighting Layout Revision G in this report are based on information provided by the omtorner. Therefore design Parameters such as surface reflectanoes, size, mounting height, deMciation factors, orientation mid tift must be verified. RAS Lighting disclaims an implied warranties with regard to actual installed " levels as compared tq,66se based on inaccurate or kxmmpiate-data. RA&LIG14TING NEITHER WARRANTIES OR REPRESENTS THE APPROPRIATENESS. COMPLETENESS File: 535 Pike Street 030713G 160 WWW,RABWEB.COMOR -- 0.10 0. 0 0.0 suiTABiLfTy OF DESIGN ILLUSTRATION FOR SATISFYING ANY APPLICABLE . REGULATORY CODE REQUIREMENTS. NOT FOR cohmuc-nON. A 0.0'. 1 50 AD .2 00 0. 0.0 0:0 140 0.0 0.0 0.0/ 10.2 0.0 2 1.9 2.2 .-0;5 0.1 ;.2 0:0 . ...... ....... .09 0.0 0.1 0.2 Q.0 0.4 0.4 0.2' 0.1 -0. 0.0 120 0.0 0.4 0.4 0.2 0.1 0.1 0.0 0.0 0-0't, 0.0 110 3.1 1,8 2. OA rt ....... 0.2 01 V1 0.o ---c: .. :V Q.0 100 lJ�JIU2 4.6 2.0 0.' 6 90 R.0 --- 06 0.7 80 R. 0.0 0.1 .0 0.5 70 so 0 50 40 30 20 10 0 0 Scale: 1 inch= 20 Ft. 0 0.0 0.1. 2.3" 0.0 0.0 0.9 \0.0 - 10 20 30 40 0 0.0 0.3. 2-,6\ 0.6 . . ....... 4 34 32 0.1 1.8 .17 -633 1.7 2.1 0.6 31 0 0 0.0 0.3 1.6 1.5 0.4 0.4 0.2 0.1 0.1 Q.00 0.0 0A., 0.2 0.1 .......... . .. 0.1 0.1 0.0-- "-60 0.0 50 60 70 80 go 100 110 120 130 140 150 160 APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE �b 1 41-71 > 15 M 01 E RAB Lighting Prepared For: Job, Name: Scale: 0'-1'= 20'-0" This information is confidential and the sole property of RAB Lighting. Itis not to be reproduced or distributed to others wMxxd Ifie written of RAB Lighting. The calculationand resultsthereof as shown -permission Date: 05/14/2013 F;JA M'.' L I -G H., T I N G 170 Ludlow Avenue Northvale, NJ 07647 Tel: (888) 722-1000 Fax: (888) 722-1232 DaminSales 28 Brunswick Avenue Edison, NJ 08817-0377 732-985-M66 535 Pike Street Mattituck, NY Lighting Layout Revision G in this report are based on information provided by the omtorner. Therefore design Parameters such as surface reflectanoes, size, mounting height, deMciation factors, orientation mid tift must be verified. RAS Lighting disclaims an implied warranties with regard to actual installed " levels as compared tq,66se based on inaccurate or kxmmpiate-data. RA&LIG14TING NEITHER WARRANTIES OR REPRESENTS THE APPROPRIATENESS. COMPLETENESS File: 535 Pike Street 030713G Drawn BY: E Hunt WWW,RABWEB.COMOR suiTABiLfTy OF DESIGN ILLUSTRATION FOR SATISFYING ANY APPLICABLE . REGULATORY CODE REQUIREMENTS. NOT FOR cohmuc-nON. 000 0.0 o.o . .............. 0.0', 90 0.0 _0:32 . 0.7 Scale: 1 inch= 10 Ft. IT, .0 to] .01 I 0.1 0.17 0.0 .0.0 1 0.0 APPROVED BY PLANNING BOARD TOWNV.SOUTHOLD DATE &IAIIq 0 t3 .0 0.0 0.0 OD 0 Q. 0: 0 '\ \• 0.0 0A 0.0 \\ 0.0 0,01.. �.o 0.1 \090 0.6 0.�' 71 0.0 - 0.0 0.0 0.2 0.2 0.1 0 0___1_' 0'.0 0.0 0.0 0.0 It is not to be reproduced or distributed to others without the written , permission of RAB Lighting. The caloutation and resutts'thered as shown Date: 05/1412013 0.1 0.1 0.2 0.4 0.5 03 0.0 Damin Sales 28 Brunswick Avenue Edison, NJ 08817-0377 732-985-8M 535 Pike Street MattRuck, MY Lighting Layout Revision G on am to this report based information provided by the customer. si7e, mounting height, RAB Lighting disclaims'd Implied warranties with regard to actual installed tight Wels as compared to thosebasedon Inaccurate or incomptete data RAB LIGHTING NEITHER WARRANTIES OR REPRESENTS THE APPROPRIATENESS, COMPLETENESS OR SUITABILITY OF DESIGN (CLUSTRATION'FOR'SATISFYING ANY APAPPLICABLEVWWV.RABWEB.(- REGULATORY CODE REQUIREMENTS. NOT FOR CONSTRUCTION. File: 535 Pike Street 030713G Drawn By. E Hunt ..... . 03 . ........ 03 0.2 0.1 0.1 0.1 0.1 03 0.7 . ....... .0.2 0.1 0.1 0.2 _05"" 3ok 0.1; 03 0, 0.4 0.3 0.2 0.2_.0.2 . ..... . 1.0 13 1.1 1.0 0,8 0A 0.5 _PA 1.6 1.7 1.7 1.5 13 1.1 15 1.7 1.9 2.0 1.8 2.1 2_4__� 5' 35 APPROVED BY PLANNING BOARD TOWNV.SOUTHOLD DATE &IAIIq 0 t3 .0 0.0 0.0 OD 0 Q. 0: 0 '\ \• 0.0 0A 0.0 \\ 0.0 0,01.. �.o 0.1 \090 0.6 0.�' 71 0.0 This Wdormation is conMential and the sole property of RAB Lighting. RAB Lighting Prepared For: Job Name: It is not to be reproduced or distributed to others without the written , permission of RAB Lighting. The caloutation and resutts'thered as shown Date: 05/1412013 L I G H N' 170 Ludlow Avenue Northvale, NJ 07647 Tel:. (888) 722-1000 Fax: (888) 722-1232 OM Damin Sales 28 Brunswick Avenue Edison, NJ 08817-0377 732-985-8M 535 Pike Street MattRuck, MY Lighting Layout Revision G on am to this report based information provided by the customer. si7e, mounting height, RAB Lighting disclaims'd Implied warranties with regard to actual installed tight Wels as compared to thosebasedon Inaccurate or incomptete data RAB LIGHTING NEITHER WARRANTIES OR REPRESENTS THE APPROPRIATENESS, COMPLETENESS OR SUITABILITY OF DESIGN (CLUSTRATION'FOR'SATISFYING ANY APAPPLICABLEVWWV.RABWEB.(- REGULATORY CODE REQUIREMENTS. NOT FOR CONSTRUCTION. File: 535 Pike Street 030713G Drawn By. E Hunt Scale: 1 inch= 5 Ft. RAB Lighting 170 Ludlow Avenue Northvale, NJ 07647 Tel: (888) 722-1000 Fax: (888) 722-1232 WWW.RABWEB.COM 0 0.0 0.0 0.0 0.0 , t000 0.6 0.6, 9�7 0.0 0 0.0 0.0 0.0 0.0 Prepared For: I Job Name Damin Sales 535 Pike Street 28 Brunswick Avenue Mattituck, NY Edison, NJ 08817-0377 Lighting Layout 732-985-8866 Revision G 00: Scale: 1 inch= 5 Ft. Scale: 0'-I "= 5'-0' Date: 05/14/2013 File: 535 Pike Street 030713G Drawn By: E Hunt 0.0 O'D 0.0 0.0 \ 0.0 0.0 0 0.0. 0.0. 0.0 0.0 0.1 0,0 0.1 0.1\1 0.1. 0.1 0.1. 0.1 0.2 0.1 0.5 0.2 0.4 0.4 0.3 0.-2 0.3 0.6 .1 e,-2 This information is confidential and the sole property of RAB Lighting. It is not to be reproduced or distributed to others without the written permission of RAB Lighting. The calculation and results thereof as shown in this report are based on information provided by the customer. Therefore design parameters such as surface reflectances, size. mounting height, depreciation factors, orientation and tilt must be verified. RAB -Lighting disdatims all implied warranties with regard to actual installed fight sayets as compared to those based on iruccurate or Incomplete data. RAS LIGKnNG NEITHER WARRANTIES OR REPRESENTS THE APPROPRIATENESS, COMPLETENESS OR SUITABILITY OF DESIGN,ILLUStRATtON FOR SATISFYING ANY APPLICABLE REGULATORY CODE REQUIREMENTS. I NOT FOR CONSTRUCTION. I ..; S Calculation Summary LLF Desert tion 1.000 ALED2GN uminaire Schedule GNLEDl:3B- LumNo Label mbol-, Qty Laf el CalcType Units Avg Max Min Avg/Min Max/Min Description CalcPts Illuminance Fc 0:58 4 6 0 0 N:A. `N A. ' Site Grid 1D' x.10' 1::0'0'AFG CalcPts.2 Illuminance. Fib 0.02: p 2: 0:0 .'RA. N.A. Prope"it y`Lln6 F'Spacing*.. CalcPts 3 :Illuminance Fc 0.52 2.5 X0:0 `N;A. N.A. Sidewalk (.Grid: 2' z 2' t'0'-0" AFG M Luminaire Location Summary LLF Desert tion 1.000 ALED2GN uminaire Schedule GNLEDl:3B- LumNo Label mbol-, Qty Label :Arran ement Lum 40 2 F SINGLE N:A. 4 J SINGLE IN -.A. F}? 5 K SINGLE N.A. ' 3 1 N SINGLE. N.A. M Luminaire Location Summary LLF Desert tion 1.000 ALED2GN 1000 GNLEDl:3B- LumNo Label X Y Z Orient. Tilt 2 .F 28.879 100.321 10 21.1:86 0 4 F 55:653 150':745 10 287183 0 5 K 62.53, 82133 10. 202:834 -15 15 K 67:381 :67.788: ` 10 202:834' -15 16 K 72.557. 51`0,58 10 202:834 -15 17 K 77.911 39.66. 10 202;834 . -1'5 27 N 112:929. 82:262 5 16.706 -20 28 N 122:347 56.713 5 23.814. 720 ,30 N 105.373 102.602 5 16.706 -45 31 J 86.378 35.187 15 0 =20 32 J 107.626 42.982 15 0 -20 33 J 89.855 '36.442 15 0 -20 34. J 111.891 44.688 15 0 -20 35 K 68.58 91.595 15 1-12.577 -1-5 Total Quantity: 14 gum. 30.2 . 15.1 15.1 5.07 APPROVED BY PLAN. N1NG BOARD 3W:N OF SO:UTHO.LD 5.1 175.5 .07 15.21 j GNLED13B WPLED13N + SWIVEL30 i PS4-11-10D2 NOTES: THE LIGHT LOSS FACTOR (LLF) IS A PRODUCT OF THE LAMP LUMEN DEPRECIATION (LLD), THE LUMINAIRE DIRT DEPRECIATION (LDD) AND THE BALLAST FACTOR (BF). - THE LDD IS JOB SPECIFIC - THE LLD IS THE RESULT (QUOTIENT) OF MEAN LUMENS / INITIAL LUMENS PER LAMP MANUFACTURER - THE BF IS PROVIDED BY THE BALLAST MANUFACTURER VALUES SHOWN ARE PREDICTED HORIZONTAL. FOOTCANDLES TAKEN AT GRADE. ACTUAL READINGS MAY VARY, DETERMINATE OF EQUIPMENT, ELEVATION OPERATIONAL HOURS OF USE, OBSTRUCTIONS, VARIATIONS IN REFLECTANCES AND / OR ENVIRONMENTAL VARIABLES EXACT MOUNTING DETAILS, TO BE DETERMINED AT JOBSITE BY OTHERS MOUNTING HEIGHT EXHIBITED ON DRAWING, SET TO BOTTOM OF FIXTURE HOUSING. LLF Desert tion 1.000 ALED2GN 1000 GNLEDl:3B- 1.000 WPLED13N 1.000 LFLED5NA gum. 30.2 . 15.1 15.1 5.07 APPROVED BY PLAN. N1NG BOARD 3W:N OF SO:UTHO.LD 5.1 175.5 .07 15.21 j GNLED13B WPLED13N + SWIVEL30 i PS4-11-10D2 NOTES: THE LIGHT LOSS FACTOR (LLF) IS A PRODUCT OF THE LAMP LUMEN DEPRECIATION (LLD), THE LUMINAIRE DIRT DEPRECIATION (LDD) AND THE BALLAST FACTOR (BF). - THE LDD IS JOB SPECIFIC - THE LLD IS THE RESULT (QUOTIENT) OF MEAN LUMENS / INITIAL LUMENS PER LAMP MANUFACTURER - THE BF IS PROVIDED BY THE BALLAST MANUFACTURER VALUES SHOWN ARE PREDICTED HORIZONTAL. FOOTCANDLES TAKEN AT GRADE. ACTUAL READINGS MAY VARY, DETERMINATE OF EQUIPMENT, ELEVATION OPERATIONAL HOURS OF USE, OBSTRUCTIONS, VARIATIONS IN REFLECTANCES AND / OR ENVIRONMENTAL VARIABLES EXACT MOUNTING DETAILS, TO BE DETERMINED AT JOBSITE BY OTHERS MOUNTING HEIGHT EXHIBITED ON DRAWING, SET TO BOTTOM OF FIXTURE HOUSING. M Prepared For: Job Name: Scale:NTS This information is confidential and the sole property of RAS Lighting. It is not to be reproduced or distributed to others without ft written RAB Lighting permission of RAB Lighting. The calculation and results thereof as shown Date: 05!14!2013 170 Ludlow Avenue Damin Sales 535 Pike Street in this report are based on informaVM provided by Ute customer. i%B Northvale, NJ 07647 28 Brunswick Avenue Mattituc k, NY Therefore design parameters such as surface refleclances, size, marrt ng height, Edison, NJ 08817-0377 Lighting Layout depreciation factors orientaflon and tit must be verified. RAS Lgtttcg disdains all implied warranties with regard to actual installed L I G H. T I G Tel: (888) 722-1000 732-985-8866 Revision G File: 535 Pike Street 030713G light levels as compared to Uwse based on inaccurate or inwntplete data r `z Fax: (888) 722-1232 RAB LIGHTING NEITHER WARRANTIES OR REPRESENTS THE APPROPRIATENESS, COMPLETENESS Drawn By. E Hunt VWVW.RABWEB.COM OR SUITABILITY OF DESIGN ILLUSTRATION FOR SATISFYING ANY APPLICABLE REGULATORY CODE REQUIREMENTS. NOT FOR CONSTRUCTION. M 0 General Notes: 1. All work shall comply with the New York State. Building Code and various sub- sections as noted herein. 2. All work shall also meet or exceed local code requirements as required. 3. Work shall meet the NYS energy code by compliance- see attached report. 4. Contractor shall verify all field conditions prior to start of construction. Notify owner of any issues on site. 5. The Installation of all materials and products shall meet manufacturers requirements for same. 6. Written dimensions shall take precedence over scaled ones. Notify owner of any issues. 7. Provide smoke and carbon monoxide detectors per NYS Code requirements. 8. Architect is not responsible for supervision of construction and owner/ builder shall notify architect of any issues requiring interpretation. 9. Contractor shall provide shop drawings of all steel components for architects review prior to installation of those components. All steel shall be min. A-36 and meet ASTM standards for the components and also RISC criteria for same. APPROVED -AS i E® �` ' DATE-: 2 Ja B.P. # BY: NCTI,=Y BUILDING DEPARTMENT AT 76`-1802 B AM TO 4 PM FOR THE FOLt.00JINIG INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE RLCIUIREMENTS OF THE CODES OF NEW YOkK STATE. NOT RESPONSIBLE FOR DESIGN OR CO��STRUCTION ERRORS. COIv'PLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES -S REQUIRE AND CONDITIONS OF /UTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD 10. Concrete shall be a minimum of 3,000 psi.and meet minimum standards for the ACI. , 11. All electrical work shall meet ASTM and NEC standards in addition to the NYS building code for the items installed. 12. All plumbing components shall meet the National Plumbing code in addition to the NYS building code for the items installed. 13. All Mechanical components shall meet ASTM and ASHRAE standards in addition to the NYS building code for the items installed. 14. All water and sewer connections shall be in accordance with eth Suffolk County of Health Department standards in addition to the NYS building code for the items installed. 15. Design meets or exceeds the NYS codes for Accessibility (Chapter 11). 16. Should use and occupancy change, owner shall submit new plans to the Town of Southold Building department for consideration and approval prior to those occupancies taking place. General Classifications- per NYS Building Code Use: Section 302 - #7 Croup M Occupancy: Section 309 - Mercantile Group M Type Of Coi_struction: Section 602" - Type 11(A) Loading Reauirements- per NYS wilding Code Floor: 100 psf - concentrated 1,000 (Table 1607.1) Note: Concrete slabs designed exceed allowable concentrated loads by 2.5 times Roof. 45 psf (snow) (Table 1608.2) Wind: 120 mph (Figure 1609) Soil lateral load: CW 30 (Figure 1609) DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION i HAS BEEN APPROVED, , FIRE INSPECTION REQUIRED BEFORE OPENING 0.0 OCCUPANCY OR t USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY - PLUMBING ALL PLUMBING WASTE &':DATER LINES NEED TESTING BEFORE COVERING RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. v s 0,57TlF1CATION 'SAD CONTENT BEFORE Nt7t=ICATE OF OCCUPANCY SOLDER USED IN WATER U�'FLY SYSTEM CANNOT ��:),;CELD 2/10 OF 1% LEAD. CHRISTOPHER STRESS , R.A. Architecture and Planning 631-722-7865 610-899-0157 runabout @tp d.net Proposed Buiding for: T.K. Alpha, LLC 535 Pike Street Mattituck, NY Dwg : 0 i�a33 Date : Q , I l I 1 c f , RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. v s 0,57TlF1CATION 'SAD CONTENT BEFORE Nt7t=ICATE OF OCCUPANCY SOLDER USED IN WATER U�'FLY SYSTEM CANNOT ��:),;CELD 2/10 OF 1% LEAD. CHRISTOPHER STRESS , R.A. Architecture and Planning 631-722-7865 610-899-0157 runabout @tp d.net Proposed Buiding for: T.K. Alpha, LLC 535 Pike Street Mattituck, NY Dwg : 0 i�a33 Date : . •a w(..ra4,wWF+w9 vs...»cwv.rw.w...rY.....+.....r.. vw.w....-.�. SIE9 Notes: -^ L Fypon ornamental circle on gable peak. 2. 1X18 & 1X14 Versatex over spacer and 1X6 versatex on bottom w/ 4.5" exposed. 3. Fypon BKT18X24X3 Bracket at corners (or equal) 4. Fypon BKTIOXlOX9 Middle brackets (or equal) 5. Sign sizes as noted 6. Fypon MLD505-8 12X3 Fascia 7. Transom height 1'x7", Window height 5'-6", width to be 3' -0" -anodized aluminum 8. Door height 7-0", Door width 3'-0". anodized aluminum 4. Planters to be Versatex (or equal), 2% x 3'w x 2' deep. 10. Brick face in front w/ side and rear walls to be block with painted red. tro (XPi A J CHRISTOPHER. STRESS , R.A. Architecture and Planning 631-722-7865 610_899-0157 runabout@ptd.net Proposed Building for T.K. Alpha, LLC 535 Pike Street Mattituck, NY r - .f 0 � a K NP (P 02533 Dwg: we Date : 1 j�- Ica E� \/v4 ,^ I , �y ° • Xr -41 All general construction work shall meet the New York Mate Building code. All electrical work shall meet the National Electrical Code. All plumbing shall meet the National Plumbing Code. All construction shall meet the New York State energy code. �° 0 A L,�, [F V" CHRISTOPHER STRESS , R.A. Architecture and Planning 631-722-7865 610-899-0157 runabout ptd.net Proposed Buiding for: T.K. Alpha, LLC 535 Pike Street Mattituck, NY SC D A Dwg : 6 � � �533 ®P N�� Date : ME, j�- Ica E� \/v4 ,^ I , �y ° • Xr -41 All general construction work shall meet the New York Mate Building code. All electrical work shall meet the National Electrical Code. All plumbing shall meet the National Plumbing Code. All construction shall meet the New York State energy code. �° 0 A L,�, [F V" CHRISTOPHER STRESS , R.A. Architecture and Planning 631-722-7865 610-899-0157 runabout ptd.net Proposed Buiding for: T.K. Alpha, LLC 535 Pike Street Mattituck, NY SC D A Dwg : 6 � � �533 ®P N�� Date : ME, ...... - .—I - -o J CHRISTOPHER STRESS 3 R.A. Architecture and Planning 631-722-7865 610-899-0157 run )o ��net Proposed BuidinR r: T.K. Alpha, LLC Dwg : 535 Pike Street' Date : m Mattituck, NY t1,) v IIA '51,4 CHRISTOPHER STRESS RA. Architecture and Planning 631-722-7865 610-899-0157 runabout@ptd.net 5 Ot Proposed Building for: oze? $ T.K. Alpha, LLC D -,,vg 0 it-- w 535 Pike Street Date Mattituck, NY ,e�-iNomlg� pi'l ";-T.Tt ..... .. d �� � ice., ..:�-..:...W::.:�:�:�.::�.�.. ......... J -q . ..... . . . . . . t2�' rezo��t--A-A wai L.- 12�x 24 CHRISTOPHER STRESS , R.A. Architecture and Planning 631-722-7865 610-899-0157 runabout@ptd.net Proposed Building for: T.K. Alpha, LLC Dwg:64 535 Pike Street Date Mattituck, NY 4, rev