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HomeMy WebLinkAbout39243-Z �., Town of Southold Annex 11/24/2014 P.O.Box 1179 T 54375 Main Road r� Southold,New York 11971 `1s3p. CERTIFICATE OF OCCUPANCY No: 37290 Date: 11/24/2014 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 53300 Route 25, Southold, SCTM#: 473889 Sec/Block/Lot: 61.-3-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/23/2014 pursuant to which Building Permit No. 39243 dated 10/3/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ALTERATIONS (ADA UPGRADES)TO EXISTING COMMERCIAL BANK BUILDING AS APPLIED FOR The certificate is issued to Fleet Bnk of NY Nat'l Asc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39243 11-13-2014 PLUMBERS CERTIFICATION DATED C t riz Sign ure TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE '�y. . 4! SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39243 Date: 10/3/2014 Permission is hereby granted to: Fleet Bnk of NY Nat'l Asc c/o Bank of America 101 N Tryon St Charlotte, NC 28255 To: Alterations (ADA upgardes) to an existing commericial building (bank) as applied for. At premises located at: 53300 Route 25, Southold SCTM # 473889 Sec/Block/Lot# 61.-3-7 Pursuant to application dated 8/23/2014 and approved by the Building Inspector. To expire on 4/3/2016. Fees: COMMERCIAL ADDITION/ALTERATION $250.00 O -COMMERCIAL $50.00 Tota $300.00 uiI - Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy.is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. 8/29/14 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 53300 Main Road Southold P House No. Street Hamlet Owner or Owners of Property: Bank of America P Y� Suffolk County Tax Map No 1000, Section 61 Block 3 Lot 7 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: BNF Contractors Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ Applic ignature ho�*pF SOUlyolo Town Hall Annex 'rt, ,s2, Telephone(631)765-1802 54375 Main Road CA `L�r' Fax(631)765-9502 P.O.Box 1179 0 io roper.riche rt(cD-town.southold.ny.us Southold,NY 11971-0959 O �y'04UNT` I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bank of America Address: 53300 Rt 25 City: Southold St: NY Zip: 11971 Building Permit#: 39243 Section: 61 Block: 3 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Vincon Electric License No: 48149-me SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 11 Switches 1 Twist Lock Exit Fixtures 1 TVSS Other Equipment: Notes: Inspector Signature: Date: Nov 13 2014 81-Cert Electrical Compliance Form.xls fjf so TOWN 'OF SOUTHOI INGO DEPT.' 7654802 INS N -. FO DATIOWIST ROUGH PLUMBING OUNDATION 2ND INSULATION F Mi RAMING / STRAPPING ] FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL(FINAL) CODE VIOLATION CAUL G REMARKS: DATE.- - INSPECTOR J '- �C� --- �Of SOpr�, �ycovHn TOWN OF"SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION. -IST . [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [4:N—A ULAT ] FRAMING / STRAPPING [ L [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: i DATE Q INSPECTOR ` . 1A I N T E R 10 R October 02, 2014 ARCHITECTS,P.C. Town of Southold 53095 Route 25 PO BOX 1179 Southold NY 11971 Subject: Bank of America � (( j� 51300 Main Road IS C E u v�/] E Southold, New York 11971 OCT 3 2014 RE: Scope Confirmation ATLANTA BLDG.DEPT. Attention Damon: TOWN OF SOUTHOLD BOSTON CHICAGO COSTA t..4ESA Please be advised that 100% of the submitted application project scope is to meet ADA compliance. It would not be subject to the 20% rule. DALLAS The scope of work related to the entrance vestibule is also to comply with ADA DENVER, requirement for accessible route per 2010 ADA Standard for Accessible Design: LONDON 404.2.6 Doors in Series and Gates in Series. The distance between LOS ANGELES two hinged or pivoted doors in series and gates in series shall be 48 inches (1220 mm) minimum plus the width of doors or gates swinging NEW YORK into the space. SAN FRANCISCO Should you require any further clarifications, please do not hesitate to contact me SEATTLE directly. SHANGHAI Sincerely, SILICON VALLEY vdA.SHINGTON, DC Tamar M. Bradley, AIA Technical Director Signature t A&C, New York License No. 029812 C?i IA Project: 044677.00257 N � RK AVENUE SOUTH SUITE ��Tn O29a�� QQ NEW YORK,NEW YORK 10010 ` OF IN y 212.682.6909 212.867.8852 FAX www.interiororchitects.com IA INTERIOR ARCHITECTS GLOBAL ALLIANCE InWicr Ardriaacb,Inc,a Cdi(omia corpaatim in AL,AZ,CA DE,HI,IN,KS,KY,MA,MN,MO,NE,NH,NM,Or,SC,TX,UF,VA VF,WA WI,WV/Inleria Archik,cb,P.C.,a Naw Yak palmai"capo,aeon in AR,DC,GA ID,IA,ME,MD,MS, MT,NV,NY,NC,OH,OR PA/InWk.A,6ik b,P.C.cba Inkeior"tech,a proleak—A corporation in RI/Yrkria Ar6ilech,Ix.ck a inhwim Ardriw,krc.in TN/InWior Aichibch Naw Jersey PC,o New Jersey prolassiand capaaRon in NJ and CT/ Inferior Ard ilacb,P.C.dha k krWm Ardri"in IL/InWia Ardrirecta,P.C.,Iic—FAA260011062 in FL/InMior Arthibcb,P.C.dbc Maria And il-h,a proleaaimd caperatian in LA/k Wia Arddhft,Inc.,a Cdaado co poroIIm in CO and MI r FIELD INSPECTxON REPORT DATE CONIIVIENTS FOUNDATION(1ST) . C FOUNDATION(2ND) ' W W v, ROUGH FANG& PLUMING INSULATION PER N.Y. STATE ENERGY CODE y •... ... .. ' �� .. ... CrO FINAL ADDxI'IONAIr COIVINlENTS` ""` � Uj . z e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST WSJ BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 v � Survey SoutholdTown.NorthFork.net PERMIT NO. / Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate OStorm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration 20_0 ZingL�� APPLICATION FOR BUILDING PERMI Date August 21 12014 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. BNF Contractors (Signature of applicant or name,if a corporation) 429 Old Town Road,Port Jefferson Station,NY 11776 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder General Contractor Name of owner of premises Bank of America (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer Richard Bogush/Vice President (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 53300 Main Road Southold House Number Street Hamlet County Tax Map No. 1000 Section 61 Block 3 Lot 7 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Business/Bank b.. Intended use and occupancy No Change 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost$80,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units NA Number of dwelling units on each floor NA If garage, number of cars NA 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. Bank 7. Dimensions of existing structures,if any:Front No Change Rear No Change Depth No Change Height No Change Number of Stories 1 Dimensions of same structure with alterations or additions: Front No Change Rear No Change Depth No Change Height No Change Number of Stories No Change 8. Dimensions of entire new construction:Front NA Rear NA Depth NA Height NA Number of Stories NA 9. Size of lot:Front No Change Rear No Change Depth No Change 10. Date of Purchase NA Name of Former Owner Fleet Bank 11.Zone or use district in which premises are situated HB 12. Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will lot be re-graded?YES_NO X Will excess fill be removed from premises?YES_NO X 14.Names of Owner of premises Bank of America Address 53300 Main Road,Southphone No. c/o 732-786-2484 Name of Architect Interior Architect Address 257 Park Ave NY NY Phone No 212-682-6909 Name of Contractor BNF Contractors Address 429 Old Town Road Phone No. 631-828-4955 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_X * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Richard Bogush being duly sworn,deposes and says that(s)he is the applicant c -Z (Name of individual signing contract)above named, 3 0 3 (S)He is the Contractor v+'°' Z•0 (Contractor,Agent,Corporate Officer,etc.) o Q rm- m �'j of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; �.N c Z that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be (D -- N v C performed in the manner set forth in the application filed therewith. .�G coto � 7-o0 o o m rte o rn ZSworn to before me thi :c.� i"'.. (e day of _4 20 j Notary Public Sig tore of Applicant •r Scott A. Russell �, 11EtRN IIa1� SUPERVISOR a W.A. \ a NEW SOUTHOLDTOWN HALL-P.O.Box 1179 O Tow Southold 53095 Main Road-SOLrrH OLD, W YORK 11971 ( SEP - 4 2014 hog ' � PT. CHAPTER 236 - STORNAWATER MANAGEMENT. ORK ( TO BE COMPLETED BY THE APPLICANT) DOES TEllS PROJECT INV F— ---Ppp`N31�1-- t (CHECK ALL THAT APPLY) Yes No (� A. Clearing, grubbing, grading or stri in of land which.affects more Pp g � f than 5,000 square feet of ground surface. El 0 B. Excavation or f illing involving more than 200 cubic yards-of material, within any parcel or any contiguous area- o C. Site preparation on slopes which exceed 10 feet vertical rise to 10.0 feet of horizontal distance. E]W D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. Q 0- E. Site preparation within the -one-hundred~year f loodplain as depicted on FIRM Map of any watercourse. i ❑ F. Installation of new-or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater 1Vlanagement , Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOPI Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project- If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building'Department with your Building Permit Application. Datc - ------ -- —- _ --- -- - S.-C.T.N. ': 1000 APPLICANT: (Property Owncr,Design Professional,Agent,Contractor,Other) District NAME Matthew R. Welch, PE, PTOE SccHoo Eilock Lot FOR BUILDING DEPARTMENT USE UNLY "•' 201-340-4468 n ^ 0 Contra IInformaInformation: �"N--p rt.kve.^.nw.o-a - Reviewed By: - - - - - -- - — - - - - - - - - - - — - — Dale: — Property Address/ Location of Construction Work: — — — �j4 Approved for proceuming Building Permit. — — — 51300 Main Road Bank Of America. ADA —'�X—'ll Stormwater Manageerit Control Plan Not Required, upgrades within parkingarea and sidewalks. a Stormwater Managcment Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP TOS MAY 2014 �o��OF SOUIy��o . i Town Hall Anne � !� Telephone " • (631))765--1802 S Main 7P OBox 119 roger.00het MO9 M nv us s«affiow,NY 11971-0959 BUMDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION F R ELECTRICAL INSPECTI N REQUESTED BY: --r—/ E--s-L'1 L L . Date: Company Name: V 7n 7 C) rJ C I 1�er-��0 C_ Name: License No.: L{ _ A16- Address: 6- Address: J e Phone No.: o _ Y JOBSITE INFORMATION: (*Indicates required informa eq tion) *Name: 13 A- h L) k � � *Address: ,*Cross Street., A,&)e-C" :J'e *Phone No. Permit No.: 3 q Z L+3 Tax-Map District: 1000 Section: Block: ,� _ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) nr ' �-�-► a2eYo4i,4 (Please Circle All That Apply) , *Is job ready for inspection: NO :R:ough In Final *Do°you need a Temp Certificate: YES NO Temp Information(If.needed) *Service Size: 1 Phase 312hase 100 150 200 300 350 400 Other New Service: . Re-connect' Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT-DUE WITH APPLICATION0. 824:.NWest for Inspection Fonn �l X� .Fq > ;CARD RECORD TOWN 'OV SO . T PROWERTY ,1606, 41- 2 ,OWNER "STREET 533D.0, VILLAGE DIST. SUB. LOT` ,-FORMER OWNEr N E ACR. In e ol I'Co ��vik Booe S w TYPE OF BUILDING RES. SEA?. VL. FARM . CO CB. mics. Mkt. Value le LAND IMP.- TOTAL DATE. REMARKS -7 9- ,ry -o vo hls/(7 Sbo Zai L eq_/ 01!,Aqr -6 ai ul)a I k U b, 4"1 -2p L I 1 X75t5317 - F 13 Flee+Gao�� C� Wlylll g I5 q7 -(_ " 117 7 0 CAA rd..et/- - PAO-2 29too %10i -2,0400 Oq i),f2.!- Z22410 -7 AGE BUILDING- CONDITION NEW NORMAL BELOW ABOVE 313 2107 FARM Acre Value Per Value Acre .Tillabid FRONTAGE, ON WATER Woodland FRONTAGE ON ROAD 2 6 a Meadowland DEPTH House Plot BULKHEAD DOCK # a �! MEN■■■■■MEN■■■■■■■■■■■■■■■■■■ ®®■■■■■■■■■■■■■■■■■■■■■■®■■■■ -- ®®■■■EO■■ONE■■■■■■■■■■■■■■■■■ ONE■MEENDINA ■■■■��E�ii���■��■■■ NOON■■ r _ mommm NONE■N11■■■E■■■■E■■■ESN■IN■■■■N s -- - NEON■®�I■■■■■■■■■■■■■®'SAE■■■■®E■ ■MEMO■maim■ ■E■NONE■■■■ ■■■■■■ ME M ■■E■ENNE■■■■■NEE■■■EE■E■E■N■ MINMEMIMMEMEMEMEL Foundation • • • Place • • '• • Recreation Rooen '•s • •• • : iDormer Driveway QROJ Ec,, O F Z x _ v ►— m J O 410 � 53' To: Town of Southold Building Department Town Hall Southold, NY 11971 RE: Bank of America—53300 Main Road To whom it may concern, Please find enclosed our application for ADA improvements at the Bank.of America branch located at 53300 Main Road as per plans prepared by Interior Architects dated 6/24/14 and Stonefield Engineering dated 4/10/14. Please contact our office on behalf of the Bank and contractor if you have any questions. Thank you, Coral Silsbe csilsbe@peconsultingcorp.com 732-786-2484 ext. 202 Project Expediters Consulting Corp., WBEN Certified Project Expediters Inc, WBE Certified 28 Station Street 9 Manalapan, NJ 07726 0 Phone:732-786-2484 *Fax:732-617-6966 SO!/lyolo Town Hall Annex ,tt. Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G O O Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD August 25, 2014 Consulting Project Expediters 28 Station Street Manalapan, New Jersey 07726 RE: Bank Of America (Permit Application) 53300 Route 25 Southold, New York 11971 To Whom It May Concern: We received a Building Permit application for the above property. I'm returning the permit application so it can be notarized. We also need the Certificate of Occupancy application and the Storm Water Management Work Sheet completed. I've enclosed these forms. If you have any questions, please contact our office 631-765-1802. Respectfully, Southold Town Building Dept. Connie Bunch Q9,0JECT August 28, 2014 x z ►— m � p Town of Southold �J�4'0 Building Department Re: Bank of America—53300 Main Road, Southold NY Project Description: ADA Upgrades Dear Damon, Per our conversation, please see enclosed the original building application signed and notarized. Please let me know when the permit has been approved or if you need anything further. Feel free to call me at my office 732-786-2484 or email me at swest@peconsultingcorp.com. Thank you, Stephanie West Project Expediters Consulting Corp., WBE Certified Project Expediters Inc, WBE Certified 28 Station Street Manalapan, NJ 07726 Office 732-786-2484 Fax 732-617-6966 k D E CA E C �1 AUG 9 9 2014 BLDG.DEPT. TOWN OF GOUTHOLD 9 28 Station Street • Manalapan, NJ 07726 9 Phone:732-786-2484 *Fax:732-617-6966 QR0JEC', September 4, 2014 x z r- m Town of Southold ti00 S��y LmHinL"*9019 i�M01 Building Department U bIOZ — AS Re: Bank of America —53300 Main Road, Southold NY Project Description: ADA Upgrades T96M RM RUU�I Please find enclosed an Application for Certificate of Occupancy for the above referenced job. Please let me know if you need anything further. Thank you, Coral Silsbe Project Expediters Consulting Corp., WBE Certified Project Expediters Inc, WBE Certified 28 Station Street Manalapan, NJ 07726 Office 732-786-2484 Fax 732-617-6966 • 28 Station Street 9 Manalapan, NJ 07726 • Phone:732-786-2484 *Fax:732-617-6966 QV,OJEC2, C� c� z x ►— m � O +0 3 OJ � To: Town of Southold Building Dept. 54375 Route 25 Southold, NY 11971 RE: Bank of America—51300 Main Rd. Please find included a Stormwater management work sheet, as requested for permit application for the Bank of America for ADA upgrades within parking area and sidewalks. Thank you, Ingrid Junquan n E D IJunqua@peconsultingcorp.com 732-786-2484 ext. 205 SEP - 4 2014 BLDG.DEPT. TOWN Of SOUTHOLD Project Expediters Consulting Corp., WBEN Certified Project Expediters Inc, WBE Certified 28 Station Street • Manalapan, NJ 07726 0 Phone:732-786-2484 *Fax: 732-617-6966 �75 Bank . of, America ADA UPGRADE P 53300 MAIN ROAD SOUTHOLD, NY 11971 A I N T E R I O R � M- BR�y/�� COVER SHEET Bank of America 40,1-I /\ ISSUE DATE: 05:29.2014 SHEET ,/y` ARCHITECTS ,�� �F��� N W Y O R K 1 os o2 2ota SCALE: N/A E 53300 MAIN ROAD LN 257 PARK AVENUE SOUTH.SUITE 800 O6 24 2014 DRAWN: TH NEW YORK. NEW YORK 10010 SOUTHOLD NY 11971 JDB N0: 044677.00 T-0'0 TEL 212-682-6909 FAX 212-867-8852 02014 INTERIOR ARCHITECTS NEW YORK PC, 7T ° o29$ti ypQ DWG: son 01 A NEW YORK PROFESSIONAL CORPORATION. 939 PIA 6/93/14 P-\NFWYORK\RANK OF AIAFRIf.A-AOA OF 53.300 MAIN RI) NY\PRRIFCT ORAWINGG\5330(1 MAIN ROAD\fHFFTC\M T-OO f.OVFR CHFFTOWf. - TENANT SAFETY NOTES SITE LOCATION DRAWING INDEX ARCHITECTURAL 1. EGRESS: ALL EXISTING MEANS OF EGRESS FOR TENANTS OF THE BUILDING TO BE R S�� MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS, SUCH AS BUILDING MATERIALS, T-0.0 COVER SHEET TOOLS, ETC. AN-0.0 PROJECT INFORMATION, DRAWING INDEX, TENANT SAFETY NOTES & SITE 2. FIRE SAFETY: ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH LOCATION RESPECT TO OCCUPIED DWELLINGS, AS WELL AS ADDITIONAL SAFETY MEASURES AN-0.1 BUILDING DEPARTMENT NOTES NECESSITATED BY THE CONSTRUCTION SHALL BE STRICTLY OBSERVED AS REQUIRED AN-0.2 GENERAL NOTES BY CODE. AN-0.3 ADA DESIGN GUIDELINES A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF A-0.0 REMOVAL PLAN - GROUND FLOOR THE BUILDING ARE TO BE STORED IN A LOCKED AREA. ACCESS TO THE A-1.0 PROPOSED PLAN - GROUND FLOOR AREA TO BE CONTROLLED BY THE OWNER, OR THE GENERAL CONTRACTOR. A-2.0 COUPON BOOTH & VESTIBULE - ENLARGED PLAN, REFLECTED CEILING B. ALL MATERIALS TO BESTORED IN A ORDERLY FASHION. PLANS, ELEVATION & DETAIL C. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURERS CONTAINERS. SUCH MATERIALS ARE TO BE KEPT yo�'o �P\ A-3.0 KEY PLAN & PHOTOS AWAY FROM HEAT. D. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN AN ADEQUATELY VENTILATED SPACE. vG E. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED LOCATION CONDUITS. OF BANK F F. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER OF AMERICA WORKING HOURS. G. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE REF.NORTH IN THE BUILDINGS, OR ANY FLAMMABLE GAS TO BE SHUT OFF AFTER NTS WORKING HOURS. 3. HEALTH REQUIREMENTS: (AS REQUIRED BY CODE) HAZARDOUS MATERIAL NOTES PROJECT INFORMATION A. CONTRACTOR TO COMPLY WITH APPLICABLE PROVISIONS OF LAW RELATING TO PROJECT ADDRESS: 53300 MAIN ROAD, SOUTHOLD, NY 11971 LEAD AND ASBESTOS. 1. BANK OF AMERICA ACKNOWLEDGES THAT INTERIOR ARCHITECTS SHALL HAVE NO B. CONTRACTOR TO ENSURE MAINTENANCE OF EXISTING SANITARY FACILITIES, RESPONSIBILITY FOR THE DISCOVERY, REMOVAL, PRESENCE HANDLING, DISPOSAL OF PROJECT SCOPE OF WORK: RENOVATION OF GROUND FLOOR INCLUDING PARTITION, PEST CONTROL AND LIMITATION ON NOISE LEVELS. OR EXPOSURE OF PERSONS TO HAZARDOUS SUBSTANCES, MATERIALS, WASTES IN ANY CEILING, AND FINISHES. NO CHANGE IN USE, EGRESS C. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO ASBESTOS, ASBESTOS OR OCCUPANCY. IMMEDIATE CONSTRUCTION AREA. PRODUCTS, PCB OR OTHER TOXIC SUBSTANCES. REPAIR WORK. D. CONTRACTOR TO ISOLATE CONSTRUCTION AREA FROM OCCUPIED BUILDING CIVIL SCOPE TO BE FILED SEPARATELY. AREA BY MEANS OF TEMPORARY PARTITIONS OR HEAVY WEIGHT DROP CLOTHS. 2. BANK OF AMERICA ACKNOWLEDGES THAT IT ACCEPTS RESPONSIBILITY FOR NOTIFYING E. DEBRIS, DIRT, AND DUST TO BE CLEANED UP AND CLEARED FROM THE THE APPROPRIATE FEDERAL , STATE AND LOCAL GOVERNING AGENCIES FOR ANY BLOCK: 3 BUILDING SITE DAILY. DEMOLITION, CONSTRUCTION OR ANY QUESTIONS THAT RISES RELATED TO ASBESTOS LOT: 7 4. COMPLIANCE WITH BUILDING STANDARDS: AS REQUIRED BY CODE, SHALL BE STRICTLY SHALL BE REFERRED TO THE OWNER FOR RESOLUTION. INTERIOR ARCHITECTS, P.C. BUILDING OCCUPANCY: B (BUSINESS) - EXISTING (NO CHANGE) OBSERVED. SHALL NOT BE REQUIRED TO DO ANY WORK NOR RENDER ANY OPINION RELATED TO PROJECT AREA: 2,840 SQ.FT. ASBESTOS. BUILDING NO. OF STORIES: 1 5. STRUCTURAL SAFETY: AS REQUIRED BY CODE, NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE OCCUPANTS. 3. BANK OF AMERICA SHALL RETAIN AN INDEPENDENT CONSULTANT WHO IS TRAINED AND AREA PER FLOOR: 2,840 SQ.FT. (GROUND FLOOR) EXPERIENCED IN IDENTIFICATION AND SURVEY OF EXISTING SITES PRIOR TO START OF TOTAL BUILDING AREA: 2,840 SQ.FT. 6. NOISE RESTRICTIONS: (AS REQUIRED BY CODE) DEMOLITION AND / OR CONSTRUCTION. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 4. ALL CONTRACTORS AND SUBCONTRACTORS SHALL .REPORT THE PRESENCE OF ANY 8 AM TO 6 PM, MONDAY TO FRIDAY, EXCEPT LEGAL HOLIDAYS. MATERIAL OR ASSEMBLY SUSPECTED TO CONTAIN ASBESTOS UPON DISCOVERY. THE B. CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES WORK SHALL BE CARRIED OUT PER THE CONSULTANT RECOMMENDATIONS. TO WORK OTHER THAN REGULAR HOURS. IAI N T E R 10 R KQ,Cl�P� M. BRq�'S%� PROJECT INFORMATION, Bank of America ''� ISSUE DATE: 05.29.2014 SHEET ARCHITECTS �� �� 1' SCALE: N E w Y o R K DRAWING INDEX, TENANT SAFETY 53300 MAIN ROAD 06 02 2014 N.T.S. 257 PARK AVENUE SOUTH. SUITE 800 N NOTES & SITE LOCATION (06/24/2014) DRAWN: TH AN-O.0 NEW YORK. NEW YORK 10010 JOB NO: 044677.00 TEL 212-682-6909 FAX 212-867-8852 �, dog1� �� S O U T H O L D, NY 11971 02014 INTERIOR ARCHITECTS NEW YORK PC. �O y0 DWG: BOA 02 A NEW YORK PROFESSIONAL CORPORATION. 1n-u AW A/u/1A P•\NFWYnRK\HANK nF AIIFRInA—AnA IIP. Inn 5'{"{nn 1/AIN Rn NY\PPRIF(.T nRAAnmr-z\Si'inn I/AIN RnAn\CHFFTC\n,) AN-nn PRluF('T INFnPuAn0N nRAWIN(: INnFY TFNANT CAFFTY NnTFC k CITE Inf.ATInNnwr NEW YORK STATE CODES NEW YORK STATE ENERGY CODE NOTES TYPICAL CEILING WIRING DIAGRAMS 1. THIS APPLICATION TO COMPLY WITH, AND HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1. ALL WORK SHALL COMPLY WITH THE ENERGY CONSERVATION CODE OF NEW YORK STATE FOLLOWING GOVERNING AUTHORITIES: 2010. EXCEPT WHERE EXPLICITLY STATED IN THE CODE, IT IS NOT RETROACTIVE IN CONT. WALL MOULDING L I.A. EXISTING BUILDING OF NY STATE 2010 EDITION. EXISTING BUILDINGS. ADDITIONS TO EXISTING BUILDING MUST COMPLY WITH THE NEW 7/8" X 7/8" 1.13. BUILDING CODE OF NEW YORK STATE 2010 EDITION. YORK STATE ENERGY CONSERVATION CODE WITH RESPECT TO NEW CONSTRUCTION. 1.C. FIRE CODE OF NEW YORK STATE 2010 EDITION. ALTERATIONS MUST COMPLY WITH THE ENERGY CODE WHERE ANY BUILDING SYSTEM OR 1 3/4" HEIGH MAIN 1.D. PROPERTY MAINTENANCE CODE OF NEW YORK STATE 2010 EDITION. SUBSYSTEM IS BEING EXCEPT WHERE EXCLUDED BY THE CODE. RUNNER OR CROSS TEE, I.E. MECHANICAL CODE OF NEW YORK STATE 2010 EDITION. TYP. 3/8" CLR. AT WALL. I.F. ENERGY CONSERVATION CODE OF NEW YORK STATE 2010 EDITION. 2. THERE ARE NO PROPOSED MODIFICATIONS TO BUILDING ENVELOPE AND MECHANICAL I%- TOTAL TRAVEL. 1.G. AMERICAN NATIONAL STANDARD ( ICC/ ANSI A117.1-2003) 2003 EDITION. SYSTEMS. INTERIOR LIGHTING SCOPE IS LIMITED TO REMOVAL AND RELOCATION OF EXISTING FIXTURES. NO INCREASE IN LIGHTING POWER. ARMSTRONG' BERC2, P 2. USE AND OCCUPANCY PER SECTION 304: BUSINESS: GROUP B (EXISTING-NO CHANGE). END RETAINING CLIP (ASTM A-568) TYP. 3. MINIMUM REQUIRED EGRESS PATH WILL MEET THOSE REQUIREMENTS SPECIFIED IN ENERGY CONSERVATION STATEMENT SCREW THRU MAIN RUNNER SECTION 1003, BUT NOT LESS THAN THE TOTAL OCCUPANT LOAD SERVED BY THE MEANS OR TEE WEB, TYP. OF EGRESS MULTIPLIED BY FACTORS OF TABLE 1005.1 OR ELSEWHERE IN THE CODES. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL- JUDGEMENT, THESE HANGER WIRE. N>� 4. ACCESSIBLE ROUTES WILL COMPLY WITH SECTION 1104. PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. 'ARMSTRONG' BERC2, 2" END 5. ALL DOORS SERVING AS MEANS OF EGRESS SHALL MEET REQUIREMENTS OF SECTION RETAINING CLIP 1003, 1004, & 1008. (ASTM A-568) TYP. 0,C Al 6. CLEAR DOOR OPENING SHALL PROVIDE A CLEAR OPENING WIDTH OF 32" MINIMUM PER CEILING NOTES ,8° Al�HH SECTION 1008.1.1. 7. RAMPS, IF REQUIRED SHALL NOT EXCEED A SLOPE OF 1:12 (8% SLOPE) AND SHALL BE 1. BASELINE SUSPENDED CEILING SYSTEM IS BASED ON "ARMSTRONG"-SEISMIC RX A SLIP RESISTANT SURFACES. COMPONENTS FOR PERMIT AND BID PURPOSES. ALTERNATIVE MANUFACTURERS ARE TYP. WALL ANGLE CONNECTION PERMITTED PROVIDING PRODUCT IS COMPARABLE INCLUDING BUT NOT LIMITED TO HANGER WIRE 8. EXIT SIGNS SHALL BE MARKED CLEARLY AND READILY VISIBLE AND COMPLY WITH FUNCTION, DIMENSION, PERFORMANCE, APPEARANCE AND OTHER CHARACTERISTICS THAT LOCATION SECTION 1101. EQUAL OR EXCEED SPECIFIED PRODUCT. CONTRACTOR IS RESPONSIBLE FOR @ 4'-0" O.C. TYP. CERTIFICATION OF ALTERNATIVE PRODUCTS. 9. TRAVEL DISTANCES WILL MEET SECTION 1015 AND SHALL NOT EXCEED DISTANCES GIVEN MAIN RUNNER IN TABLE 1016.1 (MAX 300 FEET WITH SPRINKLER). 2. EXPOSED POP RIVETS NOT PERMITTED. CROSS TEE 10. EXECUTE ALL WORK IN ACCORDANCE WITH LOCAL AND FEDERAL CODES, MANUFACTURES 3. SYSTEM COMPONENTS SHALL BE COMPLIANT WITH CODE DEFINED SEISMIC CATAGORIES SEISMIC JOINT CLIP, RECOMMENDATIONS, TRADE AND REFERENCE STANDARDS, INCLUDING BUT NOT LIMITED TO ENFORCED BY LOCAL JURISDICTION. TYP. SEE ENLARGED SEISMIC CODES, NFPA, ASMC, AMERICAN WITH DISABILITIES ACT LATEST EDITIONS. 4. MAX. CEILING AREA PERMITTED WITHOUT SEISMIC JOINT IS 2500 SF. SEISMIC JOINT DETAIL. 11. ALL FLOORS ARE MECHANICALLY VENTILATED. ASSEMBLY SHALL BE CONCEALED FROM BELOW. 12. THE SPACE AROUND DUCTS, PIPES, ELECTRICAL CONDUITS, CABLE TRAYS, AND ALL 5. IN JURISDICTIONS ENFORCING THE IBC (OR CBC BASED ON IBC) SYSTEMS CLASSIFIED AS OTHER ELECTRICAL/MECHANICAL WORK PENETRATING RATED WALLS OR BETWEEN FLOORS INTERMEDIATE DUTY AME LIMITED TO USE IN SEISMIC DESIGN CATAGORIES A, B & C. SHALL NOT EXCEED 1/2" AND SHALL BE PACKED SOLID WITH MINERAL WOOL OR AN SYSTEMS CLASSIFIED AS HEAVY DUTY SHALL BE USED IN SEISMIC DESIGN CATEGORIES D, APPROVED EQUAL MATERIAL AND BE CLOSED OFF BY CLOSE FITTING ESCUTCHEONS ON E & F. SEISMIC JOINT BOTH SIDES OF THE PENETRATION. CLIP 6. HANGER WIRE: NO. 12 SWC (0.105 INCH, 2.7 MM DIA.) GALV. STEEL 48" O.C. MAIN RUNNER 13. ALL INTERIOR FINISHES SHALL COMPLY WITH REQUIREMENTS OF THE NEW YORK STATE MAX. AND AT ALL FOUR CORNERS OF LIGHTING FIXTURES. CONNECTIONS MUST BE CODE AND THE BOCA CODE FOR FLAMMABILITY SMOKED DEVELOPED RATING AND TOXICITY. SECURED W/ (3) FULL TURNS MIN. 3" HIGH MAX. TEE 14. FIRE STOPPING SHALL BE REQUIRED AS PER NEW YORK BUILDING CODE. 7. HANGER CLIPS: 0.045 INCH TH. (1.14 MM) 2" WIDE X 3 1/2" LONG (51 MM X 90MM) I ° GALV. STEEL. 15. ALL WOOD AND WOOD BLOCKING SHALL BE FIRE RETARDANT. / 8. PARTITIONS ATTACHED TO CEILING SUSPENSION SYSTEM SHALL BE LATERALLY BRACED TO BLDG. STRUCTURE INDEPENDENT FROM CEILING. - SCREW THRU TEE TYP. CEILING GRID INTERIOR c��P� "` 8R9o''� BUILDING DEPARTMENT NOTES Bank of America "'W' ISSUE DATE: 05.29.2014 SHEET IA ARCHITECTS �� <� I.ISSUE FOR BID N E w Y o R K 53300 MAIN ROAD O6UO2 2014LI SCALE: N/A 257 PARK AVENUE SOUTH.SUITE 800 06L24/2014) DRAWN: TH NEW YORK. NEW YORK 10010 �. JOB NO: 044677.00 AN-0.1 TEL 212-682-6909 FAX 212-867-8852 /Igay,L_1O� S O U T H O L D, N Y 11971 G 2014 INTERIOR ARCHITECTS NEW YORK PC. (� \ DWG: BOA 03 A NEW YORK PROFESSIONAL CORPORATION. 1(1•(lfi AM fi/94/14 P\NFWYITRK\RANK (1F AMFRIfA-A(lA IIPf. 5.3.inn MAIN Rn NY\PR(LIFr.T IIRAWINr\Slv)n MAIN RnAn\SHFFTC\03 AN-(11 RIIIIf1INr ITFPARTMFNT NOTFCf1Wf. GENERAL NOTES AND SPECIFICATIONS GENERAL NOTES AND SPECIFICATIONS DISABLED ACCESS NOTES GENERAL NOTES 13. CONTRACTOR TO PROVIDE EQUIPMENT TO ENSURE LIFE SAFETY OF PUBLIC. TENANTS 1. THE AMERICANS WITH DISABILITIES ACT (A.D.A) PROVIDES THAT ALTERATIONS TO A 1. ALL WORK SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT (A.D.A.) ALONG AND WORKERS AS REQUIRED BY FEDERAL, STATE, AND LOCAL CODES THROUGHOUT FACILITY MUST BE MADE IN SUCH A MANNER THAT, TO THE MAXIMUM EXTENT WITH ALL STATE, COUNTY, AND LOCAL APPLICABLE CODES, ORDERS, ORDINANCES, CONSTRUCTION. CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT FEASIBLE, THE ALTERED PORTIONS OF THE FACILITY ARE READILY ACCESSIBLE AND REGULATIONS. NOTIFY ARCHITECT PRIOR TO START OF WORK OF ANY PEDESTRIANS. INDIVIDUALS WITH DISABILITIES. ' BANK AND THE GENERAL CONTRACTOR DISCREPANCIES BETWEEN THE DRAWINGS AND CODE ALL WORK SHALL CONFORM TO 14. CONTRACTOR TO VERIFY EXISTING STRUCTURAL CONDITIONS AND REQUIREMENTS OF ACKNOWLEDGES THAT THE REQUIREMENTS OF A.D.A WILL BE SUBJECT TO VARIOUS THE MOST RESTRICTIVE REQUIREMENT. NEW CONSTRUCTION PRIOR TO START OF WORK. CONTRACTOR SHALL FURNISH AND POSSIBLY CONTRADICTORY INTERPRETATIONS. THE ARCHITECT THEREFORE, WILL 2. BEFORE COMMENCING WORK, CONTRACTOR SHALL BECOME FAMILIAR WITH DRAWINGS, ADEQUATE SHORING, BRACING, ETC. AS REQUIRED TO SAFELY EXECUTE ALL WORK USE ITS BEST PROFESSIONAL EFFORTS TO INTERPRET A.D.A REQUIREMENTS AND SCOPE OF WORK AND VERIFY EXISTING CONDITIONS AND DIMENSIONS AT THE SITE AND SHALL BE FULLY RESPONSIBLE FOR SAME, UNLESS SPECIFICALLY DETAILED IN OTHER FEDERAL, STATE, AND LOCAL LAWS, RULES, CODES, ORDINANCES, AND AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. THE DRAWINGS CONTRACTOR SHALL PROVIDE ALL REQUIRED BLOCKING, BACKING, REGULATIONS AS THEY APPLY TO THE PROJECT. THE ARCHITECT, HOWEVER CANNOT 3. PRIOR TO STARTING WORK, THE GENERAL CONTRACTOR SHALL SUBMIT TO BANK OF FRAMING, HANGERS, OR OTHER SUPPORT AS NECESSARY FOR ALL FIXTURES, AND DOES NOT WARRANT OR GUARANTEE THAT BANK OF AMERICA WILL COMPLY WITH AMERICA PROJECT MANAGER AND ARCHITECT AN ITEMIZED COST BREAKDOWN OF ALL EQUIPMENT, AND ALL OTHER ITEMS REQUIRING SAME. ALL INTERPRETATIONS OF THE A.D.A REQUIREMENTS AND/OR THE REQUIREMENTS WORK AND A CONSTRUCTION SCHEDULE. WORK TO BE SCHEDULED TO MEET BANK 15. SITE AND BUILDING SHALL BE MAINTAINED IN A CLEAN, SAFE MANNER. DIRTY/NOISY AND/OR THE REQUIREMENTS OF OTHER FEDERAL, STATE, AND LOCAL LAWS., RULES, OF AMERICA REQUIREMENTS. WORK SHALL BE PERFORMED AT SUCH TIME AS DIRECTED PER THE OWNER AND CODES, ORDINANCES, AND REGULATIONS AS THEY APPLY TO THE PROJECT. 4. ALL WORK DESCRIBED OR INDICATED IN THESE DOCUMENTS AND ALL WORK DEPENDENT UPON OR NECESSARY TO COMPLETE. THIS WORK SHALL BE EXECUTED IN /OR CITY. WHEN THE WORK OF VARIOUS SECTIONS ARE COMPLETED, AND AT 2. THE SCOPE OF WORK INDICATED ON THESE DRAWINGS IS FOR SPECIFIC ITEMS A WORKMAN LIKE MANNER CONSISTENT WITH THE BEST STANDARDS OF THE TRADE OTHER TIMES AS DIRECTED BY BANK OF AMERICA, OR OWNER. ALL TRASH, DEBRIS, SELECTED BY BANK OF AMERICA FOR CUSTOMER ACCESS TO GOODS AND SERVICES. INVOLVED AND BE OF ITEMS AND MATERIALS SUITED FOR THE PURPOSE INTENDED. SURPLUS MATERIALS, TOOLS, AND EQUIPMENTS TO BE REMOVED FROM THE SITE AND NOTE THAT SOME AREAS OF ACCESS HAVE NOT BEEN MODIFIED TO MEET A.D.A CRAFTSMEN, INSTALLERS, FOREMEN, SUPERVISORS, AND DISPOSED OF IN A LEGAL MANNER. LEAVE PREMISES IN A CONDITION ACCEPTABLE REQUIREMENTS. ALL OTHER AREAS OF A.D.A UPGRADE THAT MAY BE REQUIRED AT 5. TRADESMAN, SUBCONTRACTORS SHALL IN SKILLED, EXPERIENCED, AND LICENSED IF REQUIRED IN TO BANK OF AMERICA, OR OWNER. THIS TIME ARE NOT IN THIS CONTRACT AND ARE NOT INDICATED ON THESE THE WORK THEY WILL BE PERFORMING. 16. WHERE EXISTING CONSTRUCTION, FINISHES OR EQUIPMENT TO REMAIN ARE DAMAGED DOCUMENTS. SEE BANK OF AMERICA FOR ADDITIONAL INFORMATION CONCERNING NO BY WORK IN THIS CONTRACT, THEY SHALL BE PATCHED, REPAIRED, OR REPLACED AS OTHER AREAS OF A.D.A SCOPE OF WORK. 6. PROJECT CONSTRUCTION ITEMS TO BE NEW, UNLESS NOTED OTHERWISE, SUBSTITUTIONS WILL BE ALLOWED UNLESS COMPLETE DESCRIPTIONS ITEMS REQUIRED TO MATCH EXISTING. BY TRADE WHOSE WORK IS DAMAGED AT NO COST 3. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON INCLUDING DRAWINGS, TEST DATA, SAMPLES, COST AND SCHEDULE CHANGES ARE TO BANK OF AMERICA. LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER 17. LAYOUT OF WORK ELEVATORS OR SPECIAL ACCESS LIFTS. SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ARCHITECT PRIOR TO THE DRAWINGS THAT ARE NOT AVAILABLE OR A. LOCATION AND ELEVATIONS OF ALL WORK TO BE CONSTRUCTED ARE SHOWN 4. FLOOR SURFACES SHALL BE SLIP-RESISTANT. INSTALLATION. ANY ITEM NOTED ON WOULD CAUSE A TIME DELAY SHALL THE IDENTIFIED BY THE GENERAL CONTRACTOR ON DRAWINGS AND UNLESS DISCREPANCIES ARE BROUGHT TO THE ATTENTION 5. EVERY CORRIDOR AND AISLE SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL AND THE ARCHITECT NOTIFIED. OF THE ARCHITECT PRIOR TO CONSTRUCTION. THE CONTRACTOR WILL BE HELD BE NOT LESS THAN 44" IN WIDTH. 7. TYPICAL DETAILS AND GENERAL NOTES SHALL BE USED WHENEVER APPLICABLE U.N.O. RESPONSIBLE FOR THE PROPER LOCATION AND ELEVATIONS AS SHOWN AND 6. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2" ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED INTENDED. IN HEIGHT. LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL BEVEL OTHERS CONSTRUCTION STANDARDS. IF CONTRACTOR HAS ANY QUESTIONS REGARDING THE B. THE CONTRACTOR SHALL LAYOUT THE WORK AND SHALL ESTABLISH AND WITH A SLOPE NO GREATER THAN 1:2. SAME OR THEIR EXACT MEANING, ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATIONS. MAINTAIN NECESSARY MARKERS, AND SHALL BE RESPONSIBLE FOR THE 7. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHISH ARE IN A 8. DIMENSION LINES ARE TO FACE OF FINISH ON EXISTING AND NEW WORK, UNLESS ACCURACY OF SAME. THE CONTRACTOR SHALL LAYOUT AS GUIDE TO ALL PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE NOTED AS FACE OF STUD OR MASONRY OR CENTERLINE OR OTHERWISE. TRADES AND TO HIS SUBCONTRACTORS. THE EXACT LOCATIONS OF NEW OR HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE AND LARGER SCALE DRAWINGS REMODEL WORK WITH RESPECT 10 CHANGES TO EXISTING. DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 18. INSTALL AND APPLY ITEMS, MATERIALS, EQUIPMENT, FINISHES, ETC, INCLUDING THE OPENING HARDWARE. MOUNT DOOR OPENING HARDWARE BETWEEN 30" AND 44" 9. PROVIDE SHOP DRAWINGS WHERE INDICATED AND FOR ALL METAL FABRICATION OR PREPARATION OF SURFACES, IN STRICT ACCORDANCE WITH THE MANUFACTURER'S ABOVE FLOOR FINISH. WHERE THEY ARE CALLED OUT FOR ON THE CONSTRUCTION DOCUMENTS. THE PRINTED RECOMMENDATIONS AND INSTALLATION REQUIREMENTS. 8. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE NOT LESS THAN 36" CONTRACTOR SHALL SUBMIT THREE SETS TO ARCHITECT WITH AMPLE TIME TO REVIEW. 19. EQUIPMENT (GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING): IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. DOORS SHALL BE CAPABLE OF REQUIRED CORRECTIONS WILL BE NOTED AND A COPY WILL BE RETURNED TO A. REMOVAL AND RELOCATION OF ANY EXISTING EQUIPMENT, OR OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR CONTRACTOR WHO SHALL REVISE DRAWINGS AND RESUBMIT FOR FINAL APPROVAL CONSTRUCTION AS NECESSARY FOR A COMPLETE INSTALLATION. WIDTH OF THE DOORWAY IS NOT LESS THAN 32". PRIOR TO FABRICATION. 20. ACCESS PANELS SHALL BE PROVIDED FOR ALL EQUIPMENT SWITCHES, VALVES AND 9. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL 10. CONTRACTOR TO SUBMIT SAMPLES OF ALL FINISH MATERIALS TO ARCHITECT FOR OTHER CONTROL DEVICES THAT ARE CONCEALED. EXACT LOCATIONS TO BE PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF APPROVAL PRIOR TO INSTALLATION. APPROVED BY ARCHITECT PRIOR TO INSTALLATION. POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 11. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF AS-BUILT DRAWINGS NOTING 21. BESIDES GUARANTEES REQUIRED ELSEWHERE, THE CONTRACTOR SHALL, AND HERE 10. IDENTIFY ACCESSIBLE ENTRANCE WITH AT LEAST ONE STANDARD SIGN AND WITH DEVIATIONS BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS AND NEW BY DOES, GUARANTEE ALL WORK FORA MINIMUM PERIOD OF ONE YEAR AFTER DATE ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED. VISIBLE FROM APPROACHING CONSTRUCTION OF ALL TRADES AND DELIVER TO BANK OF AMERICA AT THE END OF OF ACCEPTANCE OF WORK BY BANK OF AMERICA AND SHALL REPAIR OR REPLACE PEDESTRIAN WAYS. PROJECT. GENERAL CONTRACTOR SHALL PROVIDE ALL SUBCONTRACTORS WITH THE ANY OR ALL SUCH WORK. TOGETHER WITH ANY OTHER WORK, WHICH MAY BE 11. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL MOST CURRENT CONSTRUCTION DOCUMENTS THROUGHOUT THE PROJECT. INCLUDING DISPLACED IN SO DOING. DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN A BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL HAVE A LENGTH IN THE ALL REVISIONS. MINIMUM OF ONE YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE 12. CONTRACTOR TO NOTIFY ARCHITECT AND BANK OF AMERICA PROJECT MANAGER OF TO BANK OF AMERICA. ALL REVISIONS TO THE DRAWINGS AND CHANGES WITH SCOPE OF WORK OR DIRECTION OF DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE SCHEDULE REQUIRED BY GOVERNING AGENCIES. FIELD CONDITIONS OR BANK OF OF THE DOOR IN ITS CLOSED POSITION. AMERICA PERSONNEL REGARDLESS OF EXTENT. ALL REVISIONS TO BE IN WRITING AS CHANGE ORDERS AND APPROVED PRIOR T RTING WORK. Q I NT E R 10 R I �v\`A- `yl Oy/F GENERAL NOTES Bank of America -�� ISSUE DATE: 05.29.2014 SHEET/ \ ARCHITECTS 2 Q �Fl �' 24f2014) SCALE: N/A N E w Y o R K 53300 MAIN ROAD O6 24 20,4 / 257 PARK AVENUE SOUTH. SUITE 800 DRAWN: TH NEW YORK. NEW YORK 10010 N. SOUTHOLD, NY 11971 AN-0.2 TEL 212-682-6909 FAX 212-867-8852 J`� /yrL �� JOB N0: 044677.00 C 2014 INTERIOR ARCHITECTS NEW YORK PC. �L� _IQ DWG: BOA 04 A NEW YORK PROFESSIONAL CORPORATION. A-A7 P11 6/7.3/14 P-\NFWYORK\RANK OF AUFRf.R IfA-ADA IIPA ... MAIN RO NY\PR(11Ff.T ORAWINOC\53300 MAIN ROAO\CHFFTC\04 AN-07 GFNFRAI NOTFCOW(: ADA DESIGN GUIDELINES FRONT APPROACH 01 X 60' 36' --------1 POCKET/HINGE APPROACH STOP/LATCH APPROACH L0 MIN. MIN. I r-----T------, F------- -----� t I I I t I I I I I I I I I I I x I I I I I I I I I I I I I I I I oM Z I � 32" 22' 32' 32' 24' IF X < 20" THEN Y=48" MAX MIN. MIN. MIN. MIN. MIN. IF X 20"-25" THEN Y=44" MAX A. SLIDING AND FOLDING DOORS FORWARD PARALLEL FORWARD * IF BOTH CLOSER AND LATCH ARE PROVIDED. E. OBSTRUCTED REACH F. WHEELCHAIR MANUEVERING ALCOVE ** 48" MIN IF BOTH CLOSER AND LATCH PROVIDED. * 54" MIN IF CLOSER IS PROVIDED. r,----------- r---------, I I I I I I I I I I - �- 5� 112'IMIN { 2Y MINI 24' MINI Fr �l COUNTER HINGE APPROACH, PUSH SIDE LATCH APPROACH, PULL SIDE 10'MAX. 10'MAX. 10' - 24' DEPTH B. CLEARANCE AT MANUAL SWINGING DOORS, SIDE FORWARD 4° G. UNOBSTRUCTED REACH H OBSTRUCTED HIGH SIDE REACH LIMITS � 4 60' %1 DOOR FRAME:::�\ 6' LLFIRE ALARM DEVICE, SEE BELOW FOR MORE ______ INFORMATION. = DOOR LEVER '� X. It THERMOSTAT, INTERCOM, OR 2ND ROW OF I I = I I Z o 0 o RECEPTACLES CENTER TO CLUSTER (WHEN N N USING DIMMERS, LOCATE THERMOSTAT AT --j w I—I 1 I z OPPISITE SIDE OF DOOR. _ L-------J LIGHT SWITCH, DIMMERS EGRESS BUTTON, N. ` 60' 12° 36' 12° o CARD READER, ETC. (SEE PLAN FOR QUANTITY OF EACH CLUSTER). CIRCULAR TSHAPED CONY. OUTLET. C. WHEELCHAIR TURNING SPACE D. LIMITS ON PROTRUDING OBJECTS I. TYPICAL LOCATION FOR LIGHT SWITCHES, DIMMERS, EGRESS BUTTON, THERMOSTATS, ETC. INTERIOR Bank of America —�i A ARCHITECTS ��v �P� ��,<0 ADA DESIGN GUIDELINES ISSUE DATE: 05.29.2014 SHEET - os o2 2014 SSUE FOR BID SCALE: N.T.S. 25 E "" S o TE K 53300 MAIN ROAD 2. 06 24 2014 AN-0.3 257 PARK AVENUE SOUTH. SUITE 800 � DRAWN: TH NEW YORK. NEW YORK 10010 tip 1� Q�" 3. TEL 212-682-6909 FAX 212-867-8852 SOUTHOLD, NY 11971�` JOB N0: 044677.00 AZNEW IYORK CPRO CHARITECTS NEW YORK PC. CORPORATION. ° y0 DING: BOA 05 6.47 PIA 6/93/14 P-\NFNOPk\RANK (1F AAIFRIfA—AIIA I F\ d ..I3Vl1 MAIN Rn NY\PR(LIF(.T IIRAWINrl,\5.13(1(1 MAIN PnAn\CHrm\(1.5 AN—(13 AnA f1FCU:N rmnFIINFCITWf. MAIN ROAD 6 LEGEND IIII(IIIII�\\\' / ATM NIC EXISTING CONSTRUCTION 1 AREA NOT IN CONTRACT TO BE REMOVED W� C3 l� / / ATM ROOM - 4�, v ! / EXISTING CONSTRUCTION PLATFORM (�(� - / DENOTES AREA OF FLOOR TO REMAIN (FULL HEIGHT) TO BE REMOVED 0 7 i1 WAITING AREA LOBBY EXISTING CONSTRUCTION r--, - 8 3 W C.B. =COUPON BOOTH TO REMAIN (PARTIAL HEIGHT) Q ° i i 4 H CB. '/ rri1Q w WL �fi =r=--�O SHEET NOTES z � ® ��, -; � � Y F=� OFFICE I-n -n C. El W Oj RECONFIGURE EXISTING VESTIBULE. RELOCATE EXISTING EXIT 1 ---, u� a SIGN, SECURITY CAMERA AND FIRE PULL STATION. SEE 8 SHEET A-1.0 FOR LAYOUT. (D REMOVE EXISTING VESTIBULE DOORS & HARDWARE AND SAVE � 5 c.f _ 1 1 ya GAY I 4 ,w FOR RE-USE. PSDB VAULT �r 'e _ O3 REMOVE EXISTING RAILING AND REPLACE EXISTING CARPET TELLERi AREA TILES TO MATCH EXISTING WHERE AFFECTED BY REMOVAL. J ? L REARRANGE EXISTING FURNITURE. SEE SHEEP A-1.0 FOR NEW LAYOUT. O5 REMOVE EXISTING COUPON BOOTHS TO ACCOMMODATE NEW jo"bIRVE'-THRU, ACCESSIBLE COUPON BOOTH. DN TELLER 0 2' 4' 8' 'tet © REMOVE EXISTING THRESHOLD AND PREPARE TO RECEIVE NEW. ' . 11 O REMOVE EXISTING FLOOR FINISH AND PREPARE TO RECEIVE NEW. PARKING LOT DRIVE-THRU a REMOVE EXISTING CEILING TILES & GRID AND PREPARE TO RECEIVE NEW TO ACCOMMODATE NEW LAYOUT. SUPPORT TO GENERAL NOTES REMAIN FOR RE-USE, AS ABLE. 1. SEE SHEET AN-0.2 FOR ADDITIONAL NOTES AND INFORMATION. 5. ALL MEANS OF EGRESS PATHS, EXITS' AND STAIRS SHALL 0 REMOVE (1) EXISTING 4'X4' LIGHT FIXTURE AND SAVE FOR 2. FIRE SAFETY MUST BE MAINTAINED FOR ALL PERSONNEL REMAIN FREE AND ACCESSIBLE DURING DEMOLITION & RE-USE. WORKING ON THE FLOOR. ALL EXISTING FIRE STAIRS, FIRE CONSTRUCTION. ALARM BOXES, SMOKE DETECTORS, SPEAKERS, OR SIMILAR 6. G.C. TO REPAIR ALL SURFACES AND ITEMS DAMAGED BY 10 REMOVE EXISTING 2'X2' LIGHT FIXTURE FROM COUPON BOOTH. DEVICES, INCLUDING ASSOCIATED WIRING SHALL REMAIN REMOVAL OF ITEMS. ACCESSIBLE AND ACTIVE AT ALL TIMES UNTIL SUBSEQUENT 7. G.C. SHALL PROTECT ALL EXISTING WORK DURING DEMOLITION 11 REMOVE EXISTING ASHTRAY. PATCH AND REPAIR AS REQUIRED. REPLACEMENTS IF REQUIRED. & CONSTRUCTION. 3. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY ITEMS, 8. SCOPE OF WORK DOCUMENTED SHOWS INTENT. G.C. TO CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE INCLUDE ALL NECESSARY REMOVALS TO ACCOMPLISH IMPLIED. PROCEEDING. 4. G.C. TO FIELD VERIFY SITE CONDITIONS PRIOR TO SUBMITTING PRICING. NO EXCLUSIONS ACCEPTED. N T E R 10 R ���P� �q�� sn REMOVAL PLAN Bank4��I/ \ ARCHITECTS '� of America ' ISSUE DATE: 05.29.2014 SHEET GROUND FLOOR T7nIJFTWBID O6 02 2014 SCALE: 1/8'=1'-0• IV E W Y O R K 53300 MAIN ROAD N 257 PARK AVENUE SOUTH. SUITE 800 O6 24 2014 DRAWN: TH NEW YORK. Q NEW YORK 10010 � TEL 212-682-6909 FAX 212-867-8852 �,. yo S O U T H O L D, NY 11971 A JOB N0: 044677.00 `_O'0 62014 INTERIOR ARCHITECTS NEW YORK PC, FOF NE`N DWG: BOA 06 A NEW YORK PROFESSIONAL CORPORATION. &5Q PM A/7.1/14 PANIFWYORK\RANK f1F AMERICA-Aft IIP&RAnF\044R77nn 533(10 MAIN Rh NY\PPRIFCT IIRAWINGC\5.13(41 MAIN RhAn\CHFFTR\OF A-0❑ RFMOVAI PIAN - GR(IIINII FinnRI1Wf. MAIN ROADto GENERAL NOTES 1. SEE SHEET AN-0.2 FOR ADDITIONAL NOTES AND INFORMATION. 2 2. PARTITION DIMENSIONED TO FINISH FACE U.O.N. - 4 ATM 3. PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION OF m - 7 MILLWORK ITEMS AND FIXTURES. 4. MILLWORK CONTRACTOR TO FIELD VERIFY ALL EXISTING ATM ROOM CONDITIONS AND PROVIDE MILLWORK SHOP DRAWINGS FOR - — APPROVAL PRIOR TO FABRICATION. 5. G.C. TO INCLUDE ALL NEW FINISHES TO MATCH EXISTING PLATFORM �� ADJACENT AT ALL AFFECTED CONSTRUCTION AREAS. PAINT r----� 6 ALIGN WAITING AREA ENT6. ALL NE WALL EW EW PARTIITTHE TIONS TO�BESTYP BREAK,A, U.O.N. U.O.N. 5 LOBBY 3 W n $,� 1D z --_ O Q �� \ 7 ; ISD of — I SHEET NOTES ,i 12 �j1< w S� I I �� W ID Q O PROVIDE DIRECTIONAL SIGN INDICATING LOCATION OF THE Z > 11 - � C.B.-_ -- I I (n NEAREST ACCESSIBLE ENTRANCE/ EXIT. OFFIC-1 \ / _j Y I I n I J 2 RECONFIGURED VESTIBULE. PROVIDE NEW WAINSCOT, WOOD Q 0 LOU CD BASE AND CROWN MOULDING TO MATCH EXISTING. SEE '�"�' _ SHEET A-2.0 FOR ADDITIONAL INFORMATION. R 77 RE-INSTALL EXISTING VESTIBULE DOORS AND ASSOCIATED (-3-) HARDWARE AT NEW LOCATION. PROVIDE NEW FRAME TO MATCH EXISTING DETAIL. SDB'VAULT ( - i 1TELLER;AREA :; ® PROVIDE NEW WALK-OFF MAT: WM-3, TANDUS, #02578, CHARCOAL 19100 - WALL TO WALL IN VESTIBULE. k RELOCATED FIRE PULL STATION. MOUNTING HEIGHT TO O COMPLY WITH LOCAL CODE AND REGULATION. DIRVE THRU © RELOCATED SECURITY CAMERA. FINAL LOCATION AND DN TELLER u " 0 , 2' 4' 8' COVERAGE SHALL BE COORDINATED WITH BOA SECURITY. 1 � PROVIDE NEW CEILING TILES AND GRID (ACT-1) TO �'J ACCOMMODATE NEW LAYOUT. SEE SHEET A-2.0 FOR REFLECTED CEILING PLAN. PARKING LOT DRIVE-THRU b O PROVIDE NEW SOLID CORE WOOD DOOR AND H.M. FRAME. DOOR AND FRAME DETAIL & FINISH TO MATCH EXISTING. LEGEND PARTITION TYPES DOOR & HARDWARE SCHEDULE SEE DOOR & HARDWARE SCHEDULE FOR ADDITIONAL INFORMATION. J*� PARTITION 5/8" THK. GYP. BD. ON BOTH SIDES OF 3-5/8" 20 GA. LOCATION: COUPON BOOTH (D-01) � —TYPE METAL STUD @ 16" O.C., PARTITION HEIGHT TO MATCH TYPE: SINGLE DOOR � RELOCATED WALL MOUNTED EXIT SIGN AT NEW LOCATION. NEW CONSTRUCTION ® MATERIAL: SOLID CORE WOOD DOOR WITH H M DOORFRAME. AREA NOT IN CONTRACT DOORS.G ADJACENT PARTITION AND ACCOMMODATE EXISTING SIZE: 3'-0" X 7'-0" X 1-3/4" / 1 o PROVIDE NEW THRESHOLD, BY PEMKO OR EQUAL. TO PROVIDE I DESCRIPTION MANUFACTURER MODEL NUMBER FINISH QTY. H.C. ACCESSIBLE TRANSITION. LOCKSET (PRIVACY) SCHLAGE ND40S SPA 626 1 11 REARRANGED FURNITURE. RELOCATE POWER & DATA OUTLET DENOTES AREA OF EXISTING CONSTRUCTION ® PARTITION TYPE TO MATCH EXISTING ADJACENT PARTITION. IF REQUIRED. NEW FLOOR FINISH TO REMAIN (FULL HEIGHT) HINGE HAGER BB1279 4.5 X 4.5 26D 3 WALL STOP IVES WS407CCV 630 1 12 PROVIDE NEW H.C. ACCESSIBLE COUPON BOOTH. SEE SHEET SILENCER IVES SR64 GRAY 3 A-2.0 FOR ADDITIONAL INFORMATION. PROVIDE (1) NEW C.B. = COUPON BOOTH EXISTING CONSTRUCTION COUPON BOOTH CHAIR: STEELCASE, MOVE CHAIR, #490410. TO REM HEIGHT I N T E R 10 R ���P� BR�o '� PROPOSED PLAN Bank ���(/ \ ARCHITECTS Q < �, of America ' ISSUE DATE: 05.29.2014 SHEET fV E W Y O R K1 GROUND FLOOR I. O6 02 2014 SCALE: 1/8*=1'-0* 53300 MAIN ROAD (06/24/2014 i 257 PARK AVENUE SOUTH. SUITE 800 DRAWN: TH NEW YORK. NEW YORK 10010 ATF `1�yo��: SOUTHOLD, NY 11971 A-1.0 TEL 212-682-6909 FAX 212-867-8852 JOB N0: 044677.00 C2014 INTERIOR ARCHITECTS NEW YORK PC, w, ' A NEW YORK PROFES90NAL CORPORATION. O v� DWG: BOA 07 7.4A PIA 9/9.3/14 P•\NFW OPK\RANK (TF AMFRICA—ALTA IIPf:RAfT f10 s.wiO MAIN RD NY\PRRIFr..T ITRAWINGC\.5.3301 MAIN ROAn\CHFFTC\n7 A-1 n PRRPnvn PIAN — RR(lmn Fi nOR t1WG NEW CEILING TO CEILING LEGEND MAINTAIN EXISTING ACT-1 INTERIOR CEILING TILE (2X2) HEIGHT F_ MANUFACTURER: ARMSTRONG VESTIBULE I_ MODEL: MESA 681 - 15/16 ANGLED TEGULAR SIZE: 24" X 24" X 3 4" COLOR: WHITE = ACT-2: 2X4 CEILING CEILING GRID: ARMSTRONG - 15/16" PRELUDE XL SUSPENSION SYSTEM, RELOCATED WIDE-FACE, CAPPED, DOUBLE-WEB, STEEL SUSPENSION SYSTEM. 4'X4' LIGHT TILES. ADD/MODIFY r EXISTING SUPPORT, I I S ] I ACT-2 INTERIOR CEILING TILE (2X4) VESTIBULE FIXTURE AS REQUIRED. I' A-2.0 ��I I I MANUFACTURER: ARMSTRONG 4 Z I MODEL: MESA SECOND LOOK II 688 - 15/16 ANGLED (_ - - - _ I TEGULAR + - - - - -1 SIZE: 24" X 48" X 3/4" r -- E). Et \ / COLOR: WHITE II Z CEILING GRID: ARMSTRONG - 15/16" PRELUDE XL SUSPENSION SYSTEM, Q WIDE-FACE, CAPPED, DOUBLE-WEB, STEEL SUSPENSION SYSTEM. 0 F RELOCATED LIGHT FIXTURE SCHEDULE EXIT SIGN RELOCATED RELOCATED FIXTURE TYPE DESCRIPTION MANUFACTURER MODEL FIRE PULL SECURITY CAMERA STATION WO SLIM WALL MOUNT SECURITY W SERIES LIGHT, LIGHTING #W2-21.7-EUFO735, 1 PROPOSED CEILING PLAN - VESTIBULE ENLARGED PLAN - COUPON BOOTH - 24"(L)X5"(H)X4"(D),WHITE 2 LAMPS, 2' T8 17 WATT LINE OF EXISTING NEW CEILING TO 01 -0° AND/OR SCHEDULED MAINTAIN EXISTING OF PARTITION - -� HEIGHT EXISTING FINISHED 18" HIGH P-LAM. RELOCATED � ,., LIGHT CEILING DIFFUSER - 2 ( FIXTURE BACKSPLASH: PL-8 C B I EQ. EQ. oe NEW LIGHT -' OF FIXTURE (TYPE W1) 1-1/2" THK. P-LAM. LIGHT FINISH SCHEDULE COUNTERTOP: PL-8 L - - - RELOCATED I FIXTURE 5 18" HIGH P-LAM. _SMOKE _ J -2.0 BACKSPLASH: PL-8 DETECTOR PLASTIC LAMINATE, METAL ANGLE SUPPORT (Q, NEW LIGHT o 1-1/2" THK. P-LAM.% PL-7 WILSONART, FROSTY ON BOTH SIDES OF WHITE, #1573, MATTE INTERMEDIATE VERTICAL SWITCH `� COUNTERTOP: PL-8 SUPPORT PANEL PLASTIC LAMINATE, _ W1 PAINT FINISH TRIM WILSONART, HIGH WEAR PAINT FINISH TRIM .TO PL-8 FROSTY WHITE, #1573, MATCH ADJACENT WALL 3/4" THK. INTERMEDIATE MATTE 77 ACT-1: 2X2 ! VERTICAL SUPPORT, 6° 10° g° INTERMEDIATE VERTICAL CEILING TILES EQ. EQ. ! P-LAM FINISH: PL-7 SUPPORT PANEL: PL-7 f; PROPOSED CEILING PLAN - COUPON BOOTH ELEVATION - COUPON BOOTH DETAIL - COUPON BOOTH 5 3/4„ = 1'-0" I ..tM I N T E R 10 R ���P� M BR�OIi��� IA ARCHITECTS COUPON BOOTH & VESTIBULE - Bank of America■ ��� �—� �-� ' ISSUE DATE: 05.29.2014 SHEET N E w Y o R K ENLARGED PLAN, REFLECTED CEILING I.ISSUE U2 20,4 SCALE: AS NOTED 257 PARK AVENUE SOUTH.SUITE 800 r 53300 MAIN ROAD DRAWN: TH NEW YORK. NEW YORK 10010 PLANS ELEVATION & DETAIL .(06/24/2014) TEL 212-682-6909 FAX 212-867-8852 '-� . 1�yoe� S O U T H O L D, NY 11971 J O B NO: 044677.00 A-2.0 C2014 INTERIOR ARCHITECTS NEW MRK PC. A NEW YORK PROFESSIONAL CORPORATION. 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S sx.� > a� ,+ M ,a r g% {AF b �- 1...;. ' »�nv t,n3 >,x €x r +Y .� F? s' ' r F is �As, «.>a < r�s» .,` A ` A. 3a1y.88. • d €# ' _V. _ �-7- 1 �flRJ .2 8 LT D 4 �Pti 1 F �O H AT T o ARD ADA Upgrades 0 FOLI-OWING IINSPECTIONS: 1. FOUr.' nTIO'N - VVO REQUIRED FCF? POURED CONCRETE 2. e000H - FRA1NG g PLUMBING O . .;SULATICN 4. Fli'dAL - CONSTRUCTION' MUST Southold,11NY BE COMPLETE FOR C.O. ALL CONSTPUCTION SHALL MEET THE REQURE''!ENTS OF THE CODES OF NIEW YORK STATE. NOT RESPONSIBLE FOR Lot / , Block 3LOT 7, BLOCK 3 DES'GN OR CONSTRUCTION ERRORS. Know what's below. 53300 Main Road (SR25) 533a4 MAIN ROAD (SR 25) COr`�^�Y � TH ALL CODES OF of Southold CaII beforeyou dig. NEW 1O �K ST � r & TOWN CODES County, New YorkTOWN OF SOUTHOLD ASREQUIRED A SUFFOLK COUNTY, NEW YORKS i YS ARCHITECT: , 0� 257 Park venue So. u th Suite 800 New York, NY 1 1VF 1C R CU I NT E O R � C 3Telephone 212.672 02 8 0 AT E b" r - �L 1AARHITE Facsimile 212.867.8852 VITHOUT CERTIFI .4x � V OCC� '4!5UPANCY tLCIVIL ENGINEER. OP N 'F STONEFIELD engineering & design, 11c. Isla d'a NYRutherford NJ New York, NY Bloomfield Hills, MI ar.rNn " www.stonefieldeng.com Headquarters: Orient Way, Suite 303, Rutherford, 17 7 A Phone 201.340.4468Fax 01.340.4472. "Z S� JJR JSK FOR PERMIT SUBMISSION 04/1012014 z : Issue &Issue Description By v y m M gAz 14, �qa v E' 5 S 4 s MroP ' 3 Nil' ay' , ` MAI ro— YJIT, P ,. gfi¢t Ts « 31 � �aGV, SOURCE: GOOGLE EARTH AERIAL PHOTOGRAPHY,DATED 9/19/2013, RETRIEVED 411012014. AERIAL VIEW LICENSE 1 40' JJR JSK DRAWN BY CHECKED BY y STONEFIELD 000 STONEFIELD engineering& design, Ilc. ±SCALE: (F ) 1" 40 INDEXengineering & design, 11c,UDRAWING TITLE SHEET # PROJECT ID: T-14158 d COVER SHEET C I TITLE: Rutherford, NIslandia, NY New York, NY Bloomfield Hills, MI EXISTING CONDITIONS PLAN C2 DEMOLITION PLAN C3 0 www.stonefeldeng.com COVER SHEET SITE PLAN C4 GRADING PLAN C5 Headquarters: 75 Orient Way, Suite 303, Rutherford, NJ 07070 NOTES&DETAILS C6 SHEET: W'.00,0 Phone 201 .340.4468 • Fax 201 .340.4472 7 C ri Bankof Amer1c1,ka4*;o- ADA Upgrades Southold,, NY Lot 7, Block 3 LEGEND 53300 Main Road (SR25) MAI N ROAD Town of Southold (A.K.A. SR 25) APPROXIMATE LOCATION OF PROPERTY LINE o <M� 0 EXISTING CONTOUR Suffolk County, New York TRAFFIC ASPHALT ROADWAY z X74-711 X EXIST.BUILDING FOOTPRINT AT UP#49 w/ UPLP#750 GROUND LEVEL&DOORWAY CONDUIT .I,I"I C.C. D.C. C.C. UP#750-5 X EXISTING SPOT ELEVATION --GFA5 GRASS X 7C`,9,34 S 15 20 GRASS ----ffNC_._�ffROA 0 GRA55 EXIST.TOP OF CURB ELEVATION 0 X EXIST.GUTTER ELEVATION ARCHITECT: CONC.. CONC.V,'A-r\ > CONC.WALK,�, El D 0 257 Park Avenue South 6 X FINISH FLOOR ELEVATION Suite 800 sIGNOCAN OVERHEAD WIRES INTERIOR "n, New York, NY 10010 E X AREA LIGHT Telephone 212.672.0280 \\-5TUF-T EJ:z 1A ARCHITECTS INLET GRASS AREA :, GP SIGN T 35.55 UTILITY POLE Facsimile 212.867.8852 all ID 51 GP� 0 Fl= UTILITY POLE/LIGHT POLE ox I r2l 0 INLET GRASS AREA n CIVIL ENGINEER: MANHOLE FLAG SIGN IGN 6r.- NC-�WA G 0 GAS VALVE —CANOFrr CANOPY Z" COLUMNS COLUMNS PARKING SPACE COUNT L.S.A. SLATE PORCH STONEFIELD <= PAINTED ARROWS engineering & design, 11c. D.C. DEPRESSED CURB MH EDGE OF PAVEMENT RIM 98,40 Rutherford, NJ Islandia, NY I GRA55/L.5.A. @ I I STORY BRICK BUILDING C.C. CONCRETE CURB New York, NY Bloomfield Hills, Ml "BANK OF AMERICA" < M55/L.5.A. :0 NPV NO PIPE VISIBLE www.stonefieldeng.com 0 L.S.A. LANDSCAPED AREA CONC. COI,�C Headquarters: 75 Orient Way, Suite 303, Rutherford, NJ 07070 PAD PAL) M 12 DENOTES TREE&TRUNK DIAMETER Rim 9934 Phone 201.340.4468 Fax 201.340.4472 MH C-)< A/C GRATE PIM 59.30 DWF DETECTABLE WARNING PAD Ez 2 SIGN 4, CONL. L.S.A. AIC AIR CONDITIONING UNIT Issue Date&Issue Description By Check v,�,,�z (�Moff j BLOCK 3 GRATE CONC. LOT 8.4 01 04/10/2014 JJR JSK BLOCK 3 FOR PERMIT SUBMISSION ASPHALT LOT7 < PAVEMENT X YELLOW STRIPING FIG d SURVEYOR'S NOTES S!Gq 1. THE PURPOSE OF THIS PLAN IS TO ILLUSTRATE THE LOCATION OF VISIBLE SITE FEATURES AND DETAILED TELEVATIONS FOR THE AREA NOTED FOR RAMP AND PAVEMENT DESIGN PURPOSES.LOCATIONS OUTSIDE W INLET OF THESE AREAS ARE LIMITED TO SUBSTANTIAL SITE FEATURES WITHIN IMPROVED AREAS AND LIMITED C RA551L 5 A 'z� COLUMNS 5 A. 77 7 0 "NC- c c G "k co P TE BLOCK 3 LOT 7 ELEVATIONS TO SHOW THE GENERAL DRAINAGE PATTERN,AND IS NOT INTENDED FOR DESIGN AND 130T.85.9t (NPV) CONSTRUCTION PURPOSES. GRTgb.Gb WATER LEVEL 92,6t pi v PROPERTY KNOWN AND DESIGNATED AS LOT 7,BLOCK 3 AS DESIGNATED ON THE OFFICIAL TAX MAP FOR 8G,8, THE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK. 2. PROPERTY LINES SHOWN HEREON ARE APPROXIMATE AND FOR GENERAL ORIENTATION PURPOSES. UP#31 RESEARCH OR A BOUNDARY SURVEY WAS NOT PERFORMED BY THE SURVEYOR. 3. THE LOCATION OF UNDERGROUND UTILITIES HAVE NOT BEEN SHOWN.BEFORE ANY EXCAVATION IS TO BEGIN IT IS THE THE CLIENTS AND/OR THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE UTILITIES INLET jj MARKED BY THE RESPECTIVE UTILITY COMPANIES. (GRT 95.25 4. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE COMMITMENT REPORT AND IS SUBJECT TO 97,t THE COVENANTS,RESTRICTIONS AND EASEMENTS THAT MAYBE CONTAINED THEREIN. SLATE WALK < 5. ELEVATIONS ARE BASED UPON AN ASSUMED DATUM. ASPHALT PAVEMENT GWSIWOODED AREA CRA59 AREA BLOCK 3 �FNEWYp LOT 8.5 0.091427. LICE AL ENGINEER JJR JSK cs DRAWN BY CHECKED BY PLAN REFERENCE MATERIAL STONEFIELD z. I. THIS PLAN SET REFERENCES THE FOLLOWING DOCUMENTS engineering&design, 11c. INCLUDING,BUT NOT LIMITED TO: e TOPOGRAPHIC SURVEY FOR THE SUBJECT PROPERTY,PREPARED SCALE: (H) 1"=20' BY GALLAS SURVEYING GROUP AND DATED 04/04/2014 * GOOGLE EARTH AERIAL PHOTOGRAPHY,DATED 9119/2013, y I I RETRIEVED 4110/2014. 7 2. THE SURVEY SHALL BE CONSIDERED A PART OF THIS PLAN SET AND PROJECT ID: T-14158 ALL INFORMATION CONTAINED WITHIN THE SURVEY SHALL BE TITLE: UTILIZED IN CONJUNCTION WITH THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF THE SURVEY 71 AND REVIEW IT THOROUGHLY PRIOR TO THE START OF C CONSTRUCTION. EXISTING CONDITIONS PLAN 25 20' 01 20' 40' SHEET: GRAPHIC SCALE IN FEET 20' C2 MAI N ROAD BankofAmerica 4-�- ADA ra (A. K.A. SR 25) Upgdes TWO WAY � TRAFFIC Southold,, AnPNAL i ' ADIWAY UF1 #4 WJ r--U SLP #750 DEMOLITION LEGEND Lot 7, Block 3 "D.C. CCfI��DJIT C G UP #,�50 5 ————— ———— APPROXIMATE LIMIT OF DEMOLITION .�. CURB TO BE REMOVED 5 300 Main Road (SR25) AFFROACI �1 GRA5 r:- :- : :T- :- -a Town of Southold GRRA5 5 I r' { i�AJ :.;;::;: ;: :_ :,: AREA OF ASPHALT TO BE REMOVED CP�A55 O � Suffolk County, New York E-- -� of -- ----- 1 13F-NCHJ L—===___ AREA OF ASPHALT TO BE MILLED COI !C. WALK C0NiC. �Mi%LK CONC. W Dk/, .._.._ �4 I LJ C••.T•T.�f•T•T.^•-t T.�I --� — .� — — '� — — — — �� �s �...— -- — -- •., ;.• 1 AREA OF CONCRETE TO BE REMOVED I SICK �� CAN EXISTING BUILDING ARCHITECT: 257 park Avenue South EXISTING CURB I N T E R 10 R New York, NY 10010 Suite 800 5T\EFTTelephone 212.672.0280 I ICONCRETE REMOVAL - AREAS SH (tIN �� . Facsimile 212.867.8852 I N L3 mT G P A j5 A KL;A iGN NOTES: OWN ON PLAN ARE ARCHITECT S —' I 98'� _ " INTENDED TO BE APPROXIMATE. CONTRACTOR TO LLj EXISTING TVVO 2}FIRE LANE Z _ _i ADJUST REMOVAL AREA AS REQUIRED TO PROVIDE SIGNS TOBRELOCATED PROPOSED GRADES. WHERE PRACTICAL, CIVIL ENGINEER: LIMIT OF EXISTING PROPOSED SIDEWALK TO BE REMOVED CONTRACTOR CAN EXTEND LIMITS OF REMOVAL BASED ON LOCATION OF EXISTING CONCRETE lt.! EXISTING FIRE LANE STRIPING IN AREA OF IMPROVEMENTS i Cil I JOINTS FOR EASE OF CONSTRUCTION. � _ • _ TO BE REMOVED AND REPLACED IN KIND(TYP.) EXISTING AREA LIGHTS TO REMAIN - r .Y GRA ) Air - - ----- 2. ASPHALT REMOVAL - AREAS SHOWN ON PLAN ARE AND BE PROTECTED THROUGHOUT I INTENDED TO BE APPROXIMATE. CONTRACTOR TO - _ - - - _ - CONSTRUCTION(TYP.) {: "" PLA(- ADJUST ASPHALT REMOVAL AREA AS REQUIRED. STONEFIELD APPROXIMATE AREA --�_-��-_-=-_�_-= � - �? .............. OF EXISTING 70 BE MILLED(TYP.) - EXISTiN&CONCRETE _ AREA I NCURB l iD B�REthQV _ - - _ - _ - _ - - - - - - FOL 3. ASPHALT MILLING S SHOWN ON PLAN ARE — _ --I ;�• APPROXIMATE. CONTRACTOR TO engineering & design, Ilc. — t ,:. ,�.,,.., .,r.�.. ..r ,�.. ., .. r. ..J:.::::: :::::_:: INTENDED TO BE :.� g g g - _ ADJUST ASPHALT MILLING G AR EA J AS REQUIRED. EXISTING CONCRETE _ ...._. ._._. .�. ._ ..... ._... _ _ •'•�.T;.:::::': :.:: :.::':::::'::::::::::: :::::::.�:::::: ................. l r _ _ . . — . . _ —IC RB TO BE REMOVED i I Rutherford,erford N IsI andi a NY � A; } Y New York, NY • Bloomfield Hills, MI -- — -YE-L '�" - - �: C(�LIJl��1 1 _ J ' vwvw.stonefieldeng.co _ _ APPROXIMATE AREA OF EXISTING �� " "•�> } "•':'• -- i� _ CONCRETE SIDEWALK TO BE �� Headquarters: 75 Orient Way, Suite 303, Rutherford, N 07070 -• REMOVED(TYP.} L.5.A Ii I 9 Y �:•::::!___ _.... ...... _ _ —�-- — .,...� `J SAT E !f � I` ( Phone 201.340.4468 Fax 201.340.4472 :4 - - - PROPOSED FULL-DEPTH - ASPHALT REMOVAL AS t- - - - - - - - - - - -- - - - - --- NECESSARY FOR REMOVAL Date& Issue Issue escription By Check �,- _ - ..... -.. _.. - _ - _ _ _ v OF EXISTING CURB(TYP.) EXISTING COLUMNS TO REMAIN - -�--•- ' " -�_-� _ /_ AND BE PROTECTED THROUGHOUT EXISTING SLATE WALK TO BE � 0104110/2014 D JJR JSK .I es I� - �_ - - - - - - - / CONSTRUCTION(TYP.) REMOVED AND RESET TO M I C� I - '-- "- _... - - "'- -` - "-" -'"" - - '- -" - �-I? PROVIDE ADA COMPLIANT FOR PERMIT SUBMISSION m. .' -- - ....�- . - - - -�.�---_ - - --1- LANDING AND ENTRANCE IM �g•� a ..._. _..._ _. _ _.. _ ,-,. __.. _.... _ _ _ - --- -E— I �`7 ��I���J�.rJ.r�,. I 15TO1Y BPICK B1UII.DING PROPOSEDSAWCUT "BANK >m A11 %ICS' / LINE I LIMIT OF ASPHALT - _.�_.� REMOVAL(TYP.) GF�A5�'/L.'.A. 4 "-' - I EXISTING STRIPING TO L I BE REMOVED(TYP.) I I � PARKING EXISTING SIGNS( NK NSE TO CNC / CONC. RELOCATED M FAD PAD PW ICN 30 C ��IC,- -. J AJC CATS CIA I Q L.5,A. mil ,. �E ~ . .. ......... U) n GU-,TF- L CLN�PY_ � � � � BLOCK 3 --- -- - --- A5FHALT LOT 7 PAVMMMT I ' Y LLOki%/ �� Y EXISTING ADA PARKING EW �� N , C-3 j 5TP,I11NG MARKINGS,STRIPING AND R I SIGNS TO BE REMOVED / / / /A ' TT _ V1/ , P.E. IG — LL _ LL — LL L I 3ti YOIICL�gu 91427 I— LI ENGINEER JJRJ SK BR I a 0 I 1\!_ T — — — — — — — DRAWN BY CHECKED BY GRT 08.01r BOT. 50'9--x-- STONEFIELD ti ') I < engineering&design, 11C. VM_Ff1P\ LCV1 L 92,G:L_ `' t Jj ---j { ) SCALE: (NPV)' I PROJECT ID: T-14158 II)P I TITLE: -- - I I 6 DEMOLITION PLAN C4 10' 0' 10' 20' &7 e> ._ --- - I N Li T A G I\.T 95,25(o 5 G N GRAPHIC SCALE IN FEET 10' SHEET: DEMOLITION PLAN _ C3 erica B ank of An7f--ii MAI N ROAD ADA Upgrades (A.K.A. SR 25) Q TWO WAY < Southold,, NY TRAFFIC AS HIALT ROADS VAY UP 4 4,�Jt ���� #750Lot 7, Block 3 CONDUIT 53300 Main Road SR25 C.C, -UP #150-5 __'�'_C' _ _ _ Town of Southold CH ----- ^ ______-__ �� ! 2 IS APPROA G A55 15 I 0 GRA55 Suffolk County, New York GI A-)S U jug SITE LEGEND CONC.. Itvlu„g 6CONIC. WALK -- -- — I — s � —> > > �— PROPOSED ACCESSIBLE ROUTE ARCHITECT: CAN PROPOSED CURB 257 Park Avenue South Suite 800 N I N T E R O R New York, NY 10010 r;— ;- © PROPOSED SIGNS!BOLLARD ARCHITECTS p p � Telephone 212.672.0280 5T �:_ I 1A INLET �'� `� ASA Ip SIGN Facsimile 212.867.8852 55 �; N PROPOSED FULL DEPTH ASPHALT CONTRACTOR SHALL USE — G T APPROVED RETE JOINT FILLER j TO ELIMINATE TE HOHORIZONTAL JOINT ”- - PROPOSED ASPHALT OVERLAY CIVIL ENGINEER' SEPARATIONS GREATER THAN 112" --- .-._ — TWO(2)RELOCATED t) ALONG THE ACCESSIBL H"C 11 FIRE LANE SIGNS CONTRACTOR SHALL PROVIDE A �� FLUSH TRANSITION BETWEEN ; v EXISTING FIRE LANE STRIPING PROPOSED ADA EXISTING&PROPOSED SIDEWALK , C)I � + + + + + PROPOSED ASPHALT TACK COAT IN AREA OF IMPROVEMENTS ACCESSIBLE PATH(TYP.) v TO BE REMOVED AND STONEFIELDAPP At4FREPLACED IN KIND(TYP.) PROPOSED CONCRETE CURB . ' - r PROPOSED ASPHALT _ RAMP WITH FLUSH CURB AND LAG PROPOSED CONCRETE IV OVERLAY(TYP.) - - -- — -——�-- DETECTABLE WARNING STRIP engineering & design, IIC. FOLf PROPOSED ADA PARKING SIGN \7 - 9 EXISTING BUILDING AND VAN-ACCESSIBLE SIGN _ _ 6 •> :y.• { $ �. , t s1 ,I a:�..b'',s ..•.:+•: ." ; a•v.. Q,• Rutherford NJ Islandia NY ; � � p ' >— — — = 4 a gA ,.: e . v I EXISTING CURB I -- - - — - — - _ New York, NY Bloomfield Hills, MI PROPOSED o. . .�..` �... ' a•; , ADA STRIPING pY �E� V CANO, I NOTES: www.stonefieldeng.com „ , — — — — — = = COLl1 ;\J o I. FULL DEPTH ASPHALT - AREAS SHOWN ON PLAN ARE ::-:::; - - - - COLW N5 . I _ PROPOSED WIDE 1 —. _L INTENDED TO BE APPROXIMATE. CONTRACTOR TO Headquarters: 75 Orient Way, Suite 303, Rutherford, NJ 07070 CONCRETE SIDEWALK ,,�-�y L� ADJUST ASPHALT REPLACEMENT AREA AS REQUIRED I SLrT 11 -_ _= _ L.S.A. I TO PROVIDE PROPOSED GRADES. Phone 201.340.4468 Fax 201.340.4472 :.... - _ - -= - II —_ EXISTING FULL-DEPTH ASPHALT REPAIR I 2. ASPHALT OVERLAY - AREAS SHOWN ON PLAN ARE .--------�-- AS NECESSARY FOR INSTALLATION OF INTENDED TO BE APPROXIMATE. CONTRACTOR TO — — — — PROPOSED CURB(TYP.) I ADJUST ASPHALT OVERLAY AREA AS REQUIRED. 1 Issue Date&Issue Description By Check — — —>— - _ — — — — — — --� PROPOSED 6'WIDE / WALK-UP ATM � 01 04110/2014 JJR JSK +— PAINTED CROSSWALK PROPOSED ADA— FOR PERMIT SUBMISSION -- -- -- —�--r- ACCESSIBLE ENTRANCE EXISTING SLATE WALK TOREMOVED AND RESET TO BE M H PROPOSEE;"NO— — — — - - PROVIDE ADA COMPLIANT IRIV1. 98.4E 0 -PARKING'SIGN" _ _ LANDING AND ENTRANCE- - - - -- - - - - -L2 t BUILDING AREA: 12,850 SF TO � a�/ �3 / { r {ILDING 15 ! I EXISTING PARKING: 39 SPACES �_t6 CYP}— -- �' `—PROPOSED SAWCUT " PROPOSED PARKING: 39 SPACES LINE/LIMIT OF ASPHALT AN � C Iw M ICA 0 PROPOSEREPAIR(TYP.)SED-ADA G,`Zh 55/L.5.A. i '•���!�'"`--"• 16 _�PARK'=SIGN 0 CONTRACTOR SHALL ! PROVIDE A FLUSH TWO(2)RELOCATED TRANSITION BETWEEN �-�, C CONK, BANK PARKING SIGNS EXISTING&PROPOSED PAVEMENT(TYP.) PAD MH PAD I KI Iv^ '.34 EL)< rUn Q C, L) CONC. ��� G .AT G .ATF �I" 9:x.30 I o % SIGN , A`'� - I C.C. G`ZAT _ CONC. BLOCK 3 I J A51A T LOT 7 Q LU AV I1 Li T YIfLLO`A/CZ � �R• ��. < I , 5I KIP ING PROPOSED I � 6 STRIPING(TYP.) Q C/- H P.E. �:'� , y0-, �LID S 1427 5I G N LIC ��� NGINEER OFE J1R jSK l0 DRAWN BY CHECKED BY INLET GRT 98.01 STONEFIELD DO-11'. 65.9 — �, engineering&design, 11C. INLET (NFV ) SCALE: (H) I"= 10' c GRT 98.1/0'0 I cf7 1 WATER LEVEL 9G.G� SOT. 8b �1 � PROJECT ID: T-14158 I C) (N'F V) TITLE: I 0 OF #31 I SITE PLAN 10' 0' 10' 20' d,� �a I c� GN SHEET: GRT 95.2500 kF 00 I0�`o,�.............i GRAPHIi,SCAI oEFIN FEET t SITE PLAN ,� C4 1 6 Bankof America40o- (A. Upgrades K.A. SR 25) ADA Southold 1TRAFFIC GRADING LEGEND � Lot 7, Block 3 Tt� TC9�)>27 �9�•u3 G 99.00 PROPOSED SPOT ELEVATION c� .37 !�, ,. , �a Bu9 .2 .� �. e"✓,. 53300 Main Road (SR25) _ PROPOSED GRADE TO MEET ----- G 99.00 EX EXISTING SPOT ELEVATION Town of Southold Q5.65 11-� O FF 94.00 FIRST FLOOR SPOT ELEVATION Suffolk County, New York 19. 4 93,30 �J 31 _.. ._ MAIN ROAD TC 99.00 "� 0` `' G°uy s TOP OF CURB/BOTTOM OF CURB ELEVATION act��✓.- it q✓.ua � wa � � ✓ ea J.; °urn i BC 98.50 �C�i✓.,::��• Ti.�:"i.�i ��%.��t � �' TC 99.00 PROPOSED CURB TO MEET EXISTING ARCHITECT: X TC98 BC 98.50 EX TOP OF CURB 1 BOTTOM OF CURB ELEVATION 257 Park Avenue South '3b + qa `� .2% ,�✓ X Suite 800 t 1 FC 99,00 PROPOSED FLUSH CURB ELEVATION I N T E R 10 R New York, NY 10010 ARCHITECTS Telephone 212.672.0280 Ts 99.0o 1AFacsimile 212.867.8852 I 1 T � TOP OF STEP/BOTTOM OF STEP ELEVATION F-G/0' G" � G PT 5. � ✓ .X X 1�5-5 I BS 98.50 J✓.eL� �` e �Jv�, I �, CONTRACTOR SHALL USE T�,;�.iL fin "7 APPROVED CONCRETE JOINT FILLER I , Bw 9s.00 � TOP OF WALL 1 BOTTOM OF WALL ELEVATION CIVIL ENGINEER: E)C99 5 4 CONTRACTOR SHALL MAINTAIN A oma? TO ELIMINATE HORIZONTAL JOINT t 99.22 MAXIMUM 2%CROSS SLOPE AND A CONTRACTOR SHALL MAINTAIN X X SEPARATIONS GREATER THAN 112" MAXIMUM 8.3%RUNNING SLOPE A MAXIMUM 2%CROSS SLOPE ALONG THE ACCESSIBLE PATH WITHIN PROPOSED CURB RAMP AND A MAXIMUM 5%RUNNING SLOPE WITHIN PROPOSED __ 140 PROPOSED CONTOUR CONTRACTOR SHALL MAINTAIN SIDEWALK(I 1'P.} 4 EXISTING DRAINAGE PATTERN -- G 99.95 STONEFIELD WITHIN LIMIT'OF IMPROVEMENTS. ------------_-------- FJ I G 99.72 EX <: ,4 t n EXISTING BUILDING G 99.69 E> � • CONTRACTOR lf0 ENSURE POSITIVE - G 99.93 G 99.87 FC 99,50 DRAINAGE TO MATCH EXISTING �; ;-- - -- � n �• "p' engineering & 00, G ✓i, '"; G� ca c}7 G 44.77 DRAINAGE CONDITION. '; " ' F.. g- J 0w" 0 design, Ilc. 3091 = _ G 99.53 EXISTING CONTOUR ;� G 99.8 , EXI TIN CURB G 99.82 / ."I--. FC 99.55 �a v _ e ' X, c ats X `�` °X._ A -_f ,, KX, ✓,J G 99,90 / ..._ X3:).51 EXISTING SPOT ELEVATION Rutherford, NJ Islandia, NY TC 9P 100.17 EX \ :! _ - ✓ Q,.v �" G 99.88 _ �. _� rc. eHills, MI Bc 99.73 EX - _ _ �� _ _ - - _ _ _ _ _ _ _ _ _ _ �_ _ : , X EXISTING TOP OF URB E I G 49.90 - �tu / ' New York NY Bloomfield • � � C LEVATION T I Oi. « - 99.92 99.85 �`; .w.�, ,; X Fu .LL`::? EXISTING BOTTOM OF CURB ELEVATION www.stonefieldeng.com �G G 4 TC 100.64 _ ._ _ G 99.9 _ I b :: BC 100.14 :? ::'r - I CONTRACTOR SHALL MAINTAIN A r� �c c� L 4 ' �, X i;",'99.,. EXISTING TOP OF WALL ELEVATION Headquarters: 75 Orient Way, Suite 303, Rutherford, N 07070 MAXIMUM 2%SLOPE IN ALL DIRECTIONS [, :l...i..i r [_. E L I I 9 Y J �t G 99.90 1 t f ` .. ^. X ra,y�;X1;.50 EXISTING BOTTOM OF WALL ELEVATION : ::: "` •:, t _= WITHIN PROPOSED LANDINGS(TYP.) II �a " _ _ one 7 9 - - .. as ~I u .2 i " •-;c FINISHED FLOOR ELEVATION 1 •xr: -�; ;• r i' I G 99.91 j -- T �✓ •� G 100.00 X ✓1.✓J ?C ' { ...� III r TC 100.63 BC 100.13 •#_. _ . _. _. ,.. `,_ � .. � _._. ._ ..�%���;�� / - ` CONTRACTOR SHALL RESET SLATE AS r � � L� Issue Date&Issue Description By Check r G 99.96 I �, NECESSARY TO MAINTAIN A MAXIMUM G .99.89 T __� __ _ 0 1 I 0 01 04/10/2014 JJR JSK • � � � CONTRACTOR SHALL MAINTAIN A G 94.96 2/"SLOPE IN ALL DIRECTIONS WITHIN J MAXIMUM 2%CROSS SLOPE AND A CONTRACTOR SHALL RESET SLATE AS ATM LANDING M ( NOTES: FOR PERMIT SUBMISSION TC 100,62 "1 _ G 99.88 - MAXIMUM PROPOSED CROSSWALK NECESSARY TO MAINTAIN A MAXIMUM F 100.00 F 1._.... _ ( _ ._... ^^ WITH I 'H BC 100.12 I o - -. - - - - - - - -~ ~� 2%SLOPE IN ALL DIRECTIONS WITHIN 98. O I. Y4 MAXIMUM GRADE CHANGE AT DOOR ENTRANCE LANDING 1 THRESHOLD ALLOWED (SEE ADA NOTES FOR G 99.87 ---rrX- ;q CO) EXCEPTION UP TO Y2") "i X t TC IOO.bI r _.. __ - - .. . 1 918.2 1 BC 100.1 I r -- -� T-- •__ I CONTRACTOR SHALL ( X _I MEET GRADE FLUSH AT LIMIT OF PROPOSED PAVEMENT(TYP.) f I � / CONTRACTOR SHALL MAINTAIN A ` a -- MAXIMUM 2%SLOPE ' �C 100,"141, DIRECTIONS WITHIN PROPOSED RU uOC` �f �j� ADA PARKING SPACES AND AISLES X KIM 99.34 � � 0 �99 G I 5C,:,35 51GN x':-77 2A% MAXIMUM SLOPE 1++++ + WITHIN ALL DIRECTIONS + ✓..'..✓.� v. ��): �'-""'= 8.3% MAXIMUM RUNNING SLOPE I � r�,��q ✓� ����,�� � ,� II`�I�.PT � �� ���� ���,�® 2.0/ MAXIMUM CROSS SLOPE � GRT 98.0,,8 5.0%MAXIMUM RUNNING SLOPE to _ 2.0%MAXIMUM CROSS SLOPE 1 >- T- B 1 Uj Uj . _ ! G fA55 AI\iA +r +; +�+ y° - r. lt I p + + + + + + + P �VIR• wF + + + + + + '+++++++++++++' ++++++++++++ • i '+++++ 4 + 4 + + + + + 4 + + 4 + - + + + + + + ry{ f 091427 a s r ✓ i ,* ;,.,* ___, ,_,_ ++++++*+++++« LICENSED � IONAL ENGINEER ✓✓,�� I � _ _ - - - moo- - - - -- _ _ _ _ -� ,- _ CANOPY f Jf + + 1��JtliY� ++t++++++++++ C�JL111rIV I ! + +�+ +tt+ + + + + + + + + + a 4 4 + �� , 4 i 4 ++++++ l +++++++++++++ + + + + + t a + + +++++++ t « + « + + « + + « « + �� + « + + + L+ R SK t' ++++++++++r++++++ a}++ I a t + + a + + + + + + i 4 a + jj j ' �jw + + « + + + + + + + « a « IJJ + + + + t + + + + + ¢ _ r� + +�+ + + + + + + + + + + + + 7 +++++++++++,{++++++++++++ _ � � + + + #++,+++++,+++++++++++++ DRAWN BY CHECKED BY .f °8,t5 J - I t + + + r I I + 4 + + 4 + + + + 4 + + ___ - [ r ' ` + + + t STONEFIELD a + + 50T I + +«++ ++ + +++++++++++ engineering&design, Ilc. C I w v - �....��. r fx -T 98� _l + 4 + + + + 4 + `. + + + + + « + + + + SCALE: (H) I" = 10' WATER LEVEI.- 00 r +++++++++ ++++«++++++++t+! PROJECT ID: T-14158 ' BOT. _. ----.- //•- L:c, + + + + + + + + + + + t +++++++++ + + + + « t ++++4++++C+++.+++++++ + +++! + + + + + + + ! TITLE: ' +++++++++ +++++++++++++++! '-991 I 15,OKY BKICK XIL �G `> 10, 0' 10' 20' TANK OF M`KICA" u I G1\A55/'L.5.A. GRADING PLAN z GRAPHIC SCALE IN FEET ---- I" = 10' NOTE THIS ADA SLOPE SUMMARY INSET IS INTENDED TO Q I SERVE AS A DESIGN SUMMARY OF THE GRADING PLAN. THE W 17 / GRADING PLAN SHALL TAKE PRECEDENCE OVER THE CONC. SLOPES INDICATED WITHIN THIS INSET. THE CONTRACTOR SHEET: PAD, SHALL REFER TO THE SPOT SHOTS INDICATED ON THE GRADING PLAN ADA SLOPE SUMMARY INSET GRADING PLAN FOR USE DURING CONSTRUCTION. C 5 8 c.� fir, c'�Cy ;� ✓ .., r- ' "NO PARKING"SIGN(SEE SITE PLAN PLAN REFERENCE MATERIAL ADA ACCESSIBLE PARKING SIGN AND VAN ACCESSIBLE FOR EXACT LOCATION} SUPPLEMENTAL SIGN(SEE SITE ADA ACCESSIBLE PARKING _______________ I. THIS PLAN SET REFERENCES THE FOLLOWING DOCUMENTS INCLUDING,BUT NOT LIMITED TO: PLAN FOR EXACT LOCATION) SIGN(SEE SITE PLAN FOR r - • TOPOGRAPHIC SURVEY FOR THE SUBJECT PROPERTY,PREPARED BY GALLAS SURVEYING GROUP AND DATED 04/04/2014 ��► EXACT LOCATION} i j • GOOGLE EARTH AERIAL PHOTOGRAPHY,DATED 9/19/2013,RETRIEVED 4/10/2014. Bankof America -��- 1 2. THE SURVEY SHALL BE CONSIDERED A PART OF THIS PLAN SET AND ALL INFORMATION CONTAINED WITHIN THE SURVEY I I I SHALL BE UTILIZED IN CONJUNCTION WITH THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF 2: 1 LANDING I THE SURVEY AND REVIEW IT THOROUGHLY PRIOR TO THE START OF CONSTRUCTION. 4"WIDE,AZURE BLUE 4"WIDE AREA j STRIPING AT 24"SPACING AZURE BLUE i GENERAL NOTES ADA Upgrades PAINT STRIPE 18" 1 1. THE CONTRACTOR SHOULD FAMILIARIZE THEMSELVES WITH THE EXISTING SITE CONDITIONS AND PROPOSED SITE AZURE WIDE MINIMU WORK(DIMENSIONS, LAYOUT, ETC.) PRIOR TO INITIATING THE IMPROVEMENTS IDENTIFIED WITHIN THESE DOCUMENTS. PAINT STRIPE SHOULD ANY EXISTING SITE CONDITION DIFFER FROM THAT IDENTIFIED HEREIN, THE CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING IMMEDIATELY PRIOR TO THE START OF CONSTRUCTION. NEW YORK ACCESSIBLE D ACCESSIBLE 2. ALL CONTRACTORS WILL,TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS STONEFIELD RESERVED PARKING SIGN Southold - „ PAINTED 4"AZURE � ENTRANCE ENGINEERING, LLC. AND ITS SUB-CONSULTANTS FROM AND AGAINST ANY DAMAGES AND LIABILITIES INCLUDING PARKING,, 12 X IS (R7-8) BLUE HANDICAPPEDZ FRONT APPROACH ATTORNEY'S FEES ARISING OUT OF CLAIMS BY EMPLOYEES OF THE CONTRACTOR IN ADDITION TO CLAIMS CONNECTED ' SYMBOL z TO THE PROJECT AS A RESULT OF NOT CARRYING THE PROPER INSURANCE FOR WORKERS COMPENSATION, LIABILITY 54"W X 60"H z INSURANCE,AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE. GREEN LETTERS 3. THE CONTRACTOR SHALL NOT DEVIATE FROM THE PROPOSED IMPROVEMENTS IDENTIFIED WITHIN THIS PLAN SET UNLESS �7 ACCESSIBLE ENTRANCE LANDING DETAIL THEAPPROVALNTISPRO IDED RISRE WRITING BY PONSIBLETODE ERMINLTHEME MEANS Lot / Block 3 AZURE BLUE Q 4. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND METHODS OF CONSTRUCTION. � S. THE CONTRACTOR SHALL NOT PERFORM ANY WORK OR CAUSE DISTURBANCE ON A PRIVATE PROPERTY NOT WHITE SYMBOL NOT TO SCALE CONTROLLED BY THE PERSON OR ENTITY WHO HAS AUTHORIZED THE WORK WITHOUT PRIOR WRITTEN CONSENT 53300 Main Road (SR25) FROM THE OWNER OF THE PRIVATE PROPERTY. NOTES: 6. THE CONTRACTOR IS RESPONSIBLE TO RESTORE ANY DAMAGED OR UNDERMINED STRUCTURE OR SITE FEATURE THAT IS Town Of Southold WHITE BACKGROUND I. MAXIMUM SLOPE ON LANDING SHALL BE 1:50 IN ALL DIRECTIONS IDENTIFIED TO REMAIN ON THE PLAN SET. ALL REPAIRS SHALL USE NEW MATERIALS TO RESTORE THE FEATURE TO ITS 0 2. DIMENSIONS SHOWN HERE:ARE THE MINIMUM DIMENSIONS REQUIRED FOR AN ADA COMPLIANT LANDING EXISTING CONDITION AT THE CONTRACTORS EXPENSE. 0 AT THE ACCESSIBLE ENTRANCE. REFER TO SITE PLAN FOR SITE SPECIFIC DIMENSIONS THAT MAY SPECIFY A 7. CONTRACTOR IS RESPONSIBLE TO PROVIDE THE APPROPRIATE SHOP DRAWINGS, PRODUCT DATA, AND OTHER Suffolk County, New York ° LARGER LANDING AREA. REQUIRED SUBMITTALS FOR REVIEW, STONEFIELD WILL REVIEW IN ACCORDANCE WITH THE DESIGN INTENT AS VAN ACCESSIBLE SIGN 3. CONTRACTOR SHALL CONTACT THE ENGINEER BEFORE CONSTRUCTION IF THE ACCESSIBLE ENTRANCE VAN (R7_8p)WHERE INDICATED 8'MINIMUM 8'MINIMUM 8'MINIMUM REFLECTED WITHIN THE PLAN SET. ACCESSIBLE ON PLANS ON SITE DOES NOT MATCH THE SCENARIO SHOWN ABOVE. 8. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,LATEST EDITION. ACCESSIBLE PARKING STALL MARKINGS 9. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND COMPLIANCE WITH LOCAL, STATE, AND FEDERAL AIR QUALITY STANDARDS. o NOT TO SCALE 2 3 10 APP OPRIATHE TE GOVERNINGGCTOR IS UAUTDTO HORITY AORM ALL WORK IN THE PUBLIC ND SHALL BER RESPONSIBLE FORITHE-OF-WAY IN PROCUREMENT COFSTR ET ODANCE ITH THE PNNG 66" PERMITS. ARCHITECT. U-CHANNEL 11.SHOULD AN EMPLOYEE OF STONEFIELD ENGINEERING AND DESIGN LLC BE PRESENT ON-SITE AT ANY TIME DURING 257 Park Avenue South TOP OF CURB T SEE PLAN 2' CONSTRUCTION,IT DOES NOT RELIEVE THE CONTRACTOR OF ANY OF THE RESPONSIBILITIES AND REQUIREMENTS LISTED Suite 800 0 IN THE NOTES WITHIN THIS PLAN SET. I N T E R I O R New York, NY 10010 o EXPANSION JOINT WHERE ABUTTING FINAL PAVEMENT o CONCRETE SIDEWALK GRADE OF B i GRADE DEMOLITION NOTES 1A ARCHITECTS Telephone 212.672.0280 0 6" SIDEWALK OR ADJACENT LANDSCAPE (MAXIMUM)„ A 6" R=1" AREA SHALL MEET TOP OF CURB. a -'I Facsimile 212.867.8852 0 3000 PSI CONCRETE FULL DEPTH PAVEMENT __ a _n__r,�__� I. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN IN OPERATION ALL UTILITIES NOT DESIGNATED TO BE FOOTING (SEE DETAIL) a REMOVED. ° C a T6P•OF ' °m d % `18"•CURB ` '. .p 0" 2. THE WORK REFLECTED ON THE DEMOLITION PLAN IS TO PROVIDE GENERAL INFORMATION TOWARDS THE EXISTING o SEE °•'•` '�• •. :f J T •' -PAVEMENT' ° BEL(!)W* a (FLUSH) 18" ITEMS TO BE DEMOLISHED AND/OR REMOVED.THE CONTRACTOR IS RESPONSIBLE TO REVIEW THE OTHER SITE PLAN AND ° PLAN ;Y,a:`,: T ad: PAVEMENT GEOTECHNICAL DOCUMENTS AND ASSOCIATED REPORTS INCLUDING ALL DEMOLITION ACTIVITIES AND INCIDENTAL CIVIL ENGINEER: ° •® J TASKS NECESSARY TO COMPLETE THE SITE IMPROVEMENTS. a •', / �$'` + 3. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND METHODS OF DEMOLITION ACTIVITIES. \� \/ 1 \\/\�� �• / \\�//\\� 18 A 4. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND COMPLIANCE WITH LOCAL, STATE, AND FEDERAL AIR BACKFILL WITH SUITABLE \/\\r�\ QUALITY STANDARDS. MATERIAL AND COMPACT ELEVIATION VIEW(WHEN ADAICENT TO LANDSCAPING) SECTION A-A S. UNLESS AT THE WRITTEN CONSENT OF BOTH THE OWNER AND GOVERNING AGENCIES,EXPLOSIVES SHALL NOT BE USED. HOT TAR SEAL �' j\ : b \/ THOROUGHLY OF.s /\\\ � AND FEDERAL PERMITSADDITIONANY ALLY,THE WILLGRAM, THE ETRESPONSIBLOR IS E NSIBLE OOBTAIN LOCAL, FOR ALLSEISMIC TESTING REQUIRED STONEFIELD \/ \� ."• I ta \�\, \ AND ANY DAMAGES AS THE RESULT OF SAID DEMOLITION PRACTICES. \/�\\� .\ `' TOP OF CURB A SEE PLAN A 6. ALL DEMOLITION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL, STATE,AND FEDERAL CODES. THE :A U' / \� \� \ �, - M FINAL PAVEMENT CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL UTILITIES ARE DISCONNECTED IN ACCORDANCE WITH THE UTILITY engineering & design, IIC. j \ f 6" \\//� y2"PREFORMED JOINT FILLER SHALL BE APPROVED COMPACTED'`' / . ��a FLUSH CURB DIMENSIONS .; GRADE AUTHORITY'S REQUIREMENTS PRIOR TO STARTING THE DEMOLITION OF ANY STRUCTURE. ALL EXCAVATIONS INSTALLED BETWEEN CURB AND tB a ASSOCIATED WITH DEMOLISHED STRUCTURES OR REMOVED TANKS SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND SUBGRADE A B C IMIUM)., - A 6 COMPACTED TO SUPPORT SITE AND BUILDING IMPROVEMENTS. A GEOTECHNICAL ENGINEER SHOULD BE PRESENT (�I� Islandia, NY 12'� NON-BITUMINOUS PAVEMENT OR _ _•__ __ RUthet fArd, DURING BACKFILLING ACTIVITIES TO OBSERVE AND CERTIFY THAT BACKFILL MATERIAL WAS COMPACTED TO A SUITABLE NON-BITUMINOUS BASE COURSE 72" 6" 12" ®,p � ° o �-'TbP-CiF a 18"•CURB 0' coNDITION. New York, NY • Bloomfield Hills, MI 60" S. 13" PAVEMFaNT " (FLUSH) n 7. DEMOLISHED DEBRIS SHALL NOT BE BURIED ON-SITE. ALL WASTE/DEBRIS GENERATED FROM DEMOLITION ACTIVITIES CONCRETE CURB DETAIL BSL°"'• ` IB SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. CONTRACTOR IS www.stonefieldeng.com Q : PA�(Et TENT g 48" 4" 14" 4' e b RESPONSIBLE TO MAINTAIN ALL RECORDS OF THE DISPOSAL TO DEMONSTRATE COMPLIANCE WITH THE ABOVE ACCESSIBLE PARKING SIGN DETAIL36" 3" 15" k : REGULATIONS. Headquarters: 75 Orient Way, Suite 303, Rutherford, NJ 07070 NOT TO SCALE A 8. CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD SET OF PLANS REFLECTING THE LOCATION OF EXISTING NOT TO SCALE UTILITIES THAT HAVE BEEN CAPPED,ABANDONED,OR RELOCATED BASED ON THE DEMOLITION REQUIRED IN THIS PLAN Phone 201.340.4468 • Fax 201.340.4472 ELEVATION VIEW(WHEN UTILIZING CURB FLARES OR TRANSITION RAMP) SECTION A-A SET.THIS DOCUMENT SHALL BE PROVIDED TO THE OWNER FOLLOWING THE SITE PLAN IMPROVEMENTS. NOTES: I. CONCRETE SHALL BE 3500 PSI AT 28 DAYS,AIR-ENTRAINED. GRADING NOTES 2. TRANSVERSE EXPANSION JOINTS SHALL BE PROVIDED AT 20 FOOT INTERVALS WITH PRE-MOLDED, I. ALL SOIL AND MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL,STATE,AND BITUMINOUS JOINT FILLER,RECESSEDY4"FROM SURFACE. FLUSH CURB DETAIL I Issue Date&Issue Description By Check HALF DEPTH CONTRACTION JOINTS SHALL BE PROVIDED AT 10 FOOT INTERVALS. FEDERAL REQUIREMENTS. GROUNDWATER DE-WATERING PRACTICES SHALL BE PERFORMED UNDER THE SUPERVISION OF 3. A QUALIFIED PROFESSIONAL THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS FOR THE DISCHARGE 01 04/10/2014 ,JJR JSK 1 4. H CURB DEPTH SHALL BE MAINTAINED AT DEPRESSED OR FLUSH CURBED AREAS. 4 NOT TO SCALE 5 OF DE-WATERED GROUNDWATER. ALL SOIL IMPORTED TO THE SITE SHALL BE CERTIFIED CLEAN FILL. CONTRACTOR FOR PERMIT SUBMISSION SHALL MAINTAIN RECORDS OF ALL THE MATERIAL BROUGHT TO THE SITE. 2. THE CONTRACTOR IS REQUIRED TO PROVIDE TEMPORARY AND/OR PERMANENT SHORING WHERE REQUIRED DURING PROPOSED HMA OVERLAY OVERLAY HMA 4'BETWEEN EXCAVATION ACTIVITIES,INCLUDING BUT NOT LIMITED TO UTILITY TRENCHES,TO ENSURE THE STRUCTURAL INTEGRITY 1 5 MINIMUM, OF SURROUNDING STRUCTURES AND STABILITY OF SOILS. LEVELING COURSE TAPER AS REQUIRED ( • „ CONTRACTION 3. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 4"TO 7"ABOVE EXISTING GRADES UNLESS OTHERWISE NOTED. AS REQUIRED 3"MAXIMUM) JOINTS CONTRACTOR TO SUPPLY ALL STAKEOUT CURB GRADE SHEETS TO STONEFIELD FOR REVIEW AND APPROVAL PRIOR TO TO CREATE MINIMUM ° a ;; Q' ,. A POURING CURBS. DESIRED SLOPE ° d• ; ° 4. MINIMUM SLOPE REQUIREMENTS TO PREVENT PONDING SHALL BE AS FOLLOWS: ON ASPHALT SURFACE t EXISTING PAVEMENT SHALL a, Q c 4 WIDTI RECEIVE ASPHALTIC TACK COAT % .4 . , , '• SEE CURB GUTTER: 0.50% OVERLAY PAVING DETAIL ` ° a ' f)LAN. CONCRETE SURFACES: 1.00% o ASPHALT SURFACES: 1.00% " 5. ELEVATIONS ON RETAINING WALLS ARE FOR THE EXPOSED PORTION OF THE WALL AND DOES NOT INCLUDE THE EXISTING PAVEMENT SHALL MILLING SAWCUT&HOT TAR SEAL i= 12'BETWEEN EXPANSION JOINTS = FOOTING ELEVATION. FOOTING ELEVATIONS SHALL BE DETERMINED BY THE WALL DESIGNER LICENSED IN THE STATE "NO PARKING"SIGN RECEIVE ASPHALTIC TACK COAT AS REQUIRED PLAN UPON WHICH THE WORK OCCURS. 12"X 18"(R7-1 MODIFIED) I 6"X 6"GRID,W2.9 X W2.9 6. POSITIVE DRAINAGE OF 1%MINIMUM SLOPE SHALL BE PROVIDED AWAY FROM ALL BUILDING. EXISTING PAVE ENT MEET GRADE AT PERIMETER WIDTH(SEE PLAN) WELDED WIRE MESH ADA NOTES I"MIN N T TO REMAIN OF SIDEWALK FINISHED GRADE SHALL BE PARKING RED LETTERS ____ ______________ AND ___________ ___ _ rt FLUSH WITH ABUTTING 2 ACCESS1. ACISLOES SHALLR SHALL MPROVIDE COAINTAIN A M LIANTIMUM 2S"IGNAGESLOPE I ATNALIADAIOPARKINGNA EAS N ACCORDANCE THE ADA PARKING SPACES P ----- SIDEWALK SAWCUT/MILLING EDGE CONDITION 4"THICK,APPROVED CLEAN CONTRACTOR CRUSHED STONE 4"THICK,AIR ENTRAINED STATE/FEDERAL GUIDELINES,WHICHEVER IS MORE STRINGENT. OVERLAY HMA DEPTH CONCRETE 4,000 PSI AT 28 3. CONTRACTOR SHALL MAINTAIN A MAXIMUM OF 5%RUNNING SLOPE AND A MAXIMUM OF 1.5%CROSS SLOPE ALONG THE ANY EDGE CONDITIONAPPROVED COMPACTED ( \ 1.5' MINIMUM, SUBGRADE ��\\\ \ \��� \^\\,� \\ %� DAYS ACCESSIBLE PATH OF TRAVEL(SEE THE SITE PLAN FOR LOCATION OF THE ACCESSIBLE PATH). THE ACCESSIBLE PATH OF I.E.CONC.CURB PROPOSED HMA OVERLAY 3"MAXIMUM) SECTION TRAVEL SHALL BE 36"WIDE OR GREATER, TIME WHITE BACKGROUND TAPER AS REQUIRED 4. CONTRACTOR SHALL MAINTAIN A MAXIMUM 2%SLOPE IN ANY DIRECTION AT ALL LANDINGS. LANDINGS INCLUDE,BUT "MIN ® ARE NOT LIMITED TO,TOP OF ACCESSIBLE RAMP,BOTTOM OF ACCESSIBLE RAMP,BUILDING ENTRANCES,AREA IN FRONT REINFORCED,I N FO RC EDI CONCRETE WALKWAY DETAIL OF WALK UP ATM,AND TURNING SPACES ALONG THE ACCESSIBLE PATH OF TRAVEL. THE LANDING AREA SHALL HAVE A EXISTING PAVEMENT SHALL CLEAR AREA OF 60"X 60"UNLESS INDICATED OTHERWISE ON THE SITE PLAN. ° RECEIVE ASPHALTIC TACK COAT S. CURB RAMPS SHALL HAVE A MAXIMUM SLOPE OF 8.33% IN THE DIRECTION OF TRAVEL WHERE PROVIDED, CURB RAMP 0 NOT TO SCALE FLARES SHALL NOT HAVE A SLOPE GREATER THAN 10%WHERE A LANDING EXISTS AT THE TOP OF THE RAMP.CURB RAMP EXISTING EDGE CONDITION FLARES SHALL NOT HAVE A SLOPE GREATER THAN 8.33%WHERE A LANDING IS NOT PROVIDED AT THE TOP OF THE RAMP. 0 NOTES: CURBS RAMPS SHALL NOT RAISE MORE THAN 6" IN ELEVATION WITHOUT A HANDRAIL. THE CLEAR WIDTH OF A CURB 0 I. MAXIMUM CROSS SLOPE SHALL BE Y'4"PER FOOT. RAMP SHALL BE NO LESS THAN 36"WIDE. ° 2. Ya"EXPANSION JOINTS SHALL BE PROVIDED AT 12'INTERVALS WITH PRE-MOLDED, 6. BUILT UP RAMPS WITH A RISE GREATER THAN 6"SHALL CONTAIN HANDRAILS ON BOTH SIDES OF THE RAMP AND SHALL PAVEMENT MILLING & OVERLAY DETAIL BITUMINOUS JOINT FILLER, RECESSEDY4"FROM THE SURFACE. NOT RAISE MORE THAN 30"IN ELEVATION WITHOUT A LANDING AREA. LANDING AREAS SHALL ALSO BE PROVIDED AT ° U-CHANNEL 3. 1"DEEP BY y4"WIDE,TOOLED CONTRACTION JOINTS SHALL BE PROVIDED AT 4' INTERVALS. THE TOP AND BOTTOM OF THE RAMP. o NOT TO SCALE '" 4. EXPANSION JOIN SHALL BE:PROVIDED WHERE ADJACENT TO A BUILDING. 8 7. ALL SURFACES ALONG THE ACCESSIBLE PATH AND PARKING AREAS SHALL BE CONSTRUCTED WITH A SLIP RESISTANT o SURFACE. tAEw Y 0 8. CONTRACTOR SHALL ENSURE A MAXIMUM OF'/,"VERTICAL CHANGE IN LEVEL ALONG THE ACCESSIBLE PATH. WHERE A P R.•I'{/F « 60" CHANGE IN LEVEL BETWEEN '/4'AND '/s" EXISTS, CONTRACTOR SHALL ENSURE THAT THE TOP 1/4" CHANGE IN LEVEL ISL O •'2` �C'' BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. t : ..'s• ;' U�(SDINGa , }: '•Mf11MUM 9. OPENINGS GAPS OR HORIZONTAL SEPARATION ALONG THE ACCESSIBLE PATH SHALL NOT ALLOW PASSAGE OF A 0 3000 PSI CONCRETE ' CL• tAPiCE SPHERE GREATER THAN %z'". • ° FOOTING !,A,. AY RAMP a.• `.: EROSION AND SEDIMENT CONTROL NOTES o CURB FLARE 1:12 MAXIMUM ,+ CURB FLARE M V1 :i' , P.E. 0 s" SLOPE I. THE CONTRACTOR IS RESPONSIBLE FOR SOIL EROSION AND SEDIMENT CONTROL IN ACCORDANCE WITH LOCAL,STATE, NE Rk .091427 o s ' +• ®; 24" 1.5"THICK,HMA SURFACE COURSE AND FEDERAL REQUIREMENTS. LICENSED AL ENGINEER 0 2, THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND COMPLIANCE WITH LOCAL, STATE, AND FEDERAL AIR ° •FLUSH•CURB• 3"THICK,HMA BASE COURSE QUALITY STANDARDS. CURB RAMP WITH DETECTABLE WARNING NEW ASPHALT EXISTING ASPHALTR jSK LANDSCAPING NOTES BACKFILL WITH SUITABLE DRAWN BY CHECKED BY MATERIAL AND 2.35" I. CONTRACTOR SHALL RESTORE ALL DISTURBED GRASS AND LANDSCAPED AREAS TO MATCH EXISTING CONDITIONS. COMPACTED THOROUGHLY N MINAL y 2. DISTURBED LAWN AREAS SHALL BE RESTORED WITH 4"OF TOPSOIL AND SEED. t / 0 0 a a 0 0 0 0 0 0 0 0 0 2„ 3. MULCH AREAS SHALL BE RESTORED WITH A MINIMUM OF 3"OF MULCH STONEFIELD 36' : <i i' \� / ° 0 0 0 0 0 0 ° ° ° Q MILLED ASPHALT KEY 4. MAX 3:1 SLOPE ALLOWED IN LANDSCAPE RESTORATION AREAS. i'• 0 0 0 0 0 0 0 0 0 0 0 0 2.35 1"DEEP X 12"WIDE S. CONTRACTOR REQUIRED TO LOCATE ALL SPRINKLER HEADS IN AREA OF DISTURBANCE PRIOR TO CONSTRUCTION. I engineering&design, Ilc. NOMINAL h� CONTRACTOR TO RELOCATE SPRINKLER HEADS AND LINES IN ACCORDANCE WITH OWNER'S DIRECTION WITHIN AREAS g g g d 900000000000 24" + a 9 a 0 0 0 0 0 0 0 0 0 ``�/ ' 1//1' X •�/\\/`�j \\/�\//\\ \!i\ HOT TAR SEAL OF DISTURBANCE. 0 0 0 0 0 0 0 0 0 0 0 0 r) d Q 4"THICK,APPROVED DENSE' '�/ \//�� a 'x s�. 6. CONTRACTOR TO RE-GRADE DISTURBED LANDSCAPED AREAS TO MEET GRADE AT WALKWAYS AND TOP OF CURB SCALE: (H) AS SHOWN 0 0 ® 0 0 0 0 0 0 0 ® ® " GRADED AGGREGATE SAW CUT AND HOT ELEVATIONS EXCEPT WHERE A WALL IS NOTED ON PLANS. NO ABRUPT CHANGES IN GRADE PERMITTED IN DISTURBED \ '• r�� 0.2 APPROVED COMPACTED -� TAR SEAL AREAS. PROJECT ID: T-14158 \�\/\ \\12'\ /\ DETECTABLE WARNING SUBGRADE UTILITY NOTES //\'/�\ �\ �\ /`��`�' CURB RAMP WITH FLARES DETAIL TITLE: FULL DEPTH ASPHALT PAVEMENT DETAIL I• THE CONTRACTOR IS REQUIRED TO CALL THE APPROPRIATE AUTHORITY FOR NOTICE OF CONSTRUCTION/EXCAVATION D 11 N O 13 A KI N G'r NOT TO SCALE AND UTILITY MARK OUT PRIOR TO THE START OF CONSTRUCTION IN ACCORDANCE WITH STATE LAW. CONTRACTOR �` (� IS REQUIRED TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE FIELD. SHOULD A CONFLICT C NOTES: NOT TO SCALE EXIST BETWEEN THE FIELD LOCATION OF A UTILITY AND THE LOCATION SHOWN ON THE PLAN SET OR SURVEY, THE NOTES & DETAILS 0 1. CROSS SLOPE ON RAMP SHALL NOT EXCEED 1:50 SLOPE. SIGN DETAIL 2. DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL TO NOTE: CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING AND DESIGN LLC IMMEDIATELY IN WRITING. NOT TO SCALE PERMIT WHEELS TO ROLL BETWEEN DOMES. HMA MIX AND DENSE GRADED AGGREGATE , 3. VISUAL CONTRAST: THERE SHALL BE A MINIMUM OF 70% CONTRAST IN LIGHT REFLECTANCE SHALL CONFORM TO STATE DEPARTMENT BETWEEN THE DETECTABLE WARNING AND AN ADJOINING SURFACE. OF TRANSPORTATION SPECIFICATIONS, 4. DETECTABLE WARNING STRIP REQUIRED WHERE RAMP DIRECTS PEDESTRIAN TRAFFIC TOWARDS VEHICLE TRAVEL WAY. WARNING STRIP SHALL BE CAST-IN-PLACE. SHEET: S. WHERE A 60" X 60" LANDING EXISTS AT THE TOP OF RAMP, RAMP FLARE SHALL NOT EXCEED 1:10 SLOPE.WHERE LANDING IS NOT PROVIDED RAMP.FLARE SHALL NOT EXCEED 1:12 SLOPE. 6. A FLUSH CURB SHALL HAVE A MINIMUM WIDTH OF 36".SEE PLAN FOR EXACT WIDTH. C6 L WITHOUT A HANDRAIL. 7. RAMP SHALL HAVE A MAXIMUM RISE OF 6" 10 �, V