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0255 MAIN STREET (HYANNIS)
i �--- i ARCHITECTURE & COMMUNITY DESIGN BUILDING DEPT- '�- - 1 2020 August 27, 2020 SEP TOWN OF BARNSTABLE UNION STUDIO Brian Florence Building Commissioner,Town of Barnstable 367 Main Street Hyannis, MA 026oi RE: 255 Main Street,Building Permit#B-iq-867 Dear Mr.Florence, On behalf of the Owner, CapeBuilt 255 Main Street, LLC and the General Contractor, Millstone Construction Corp.,we are requesting a final inspection for the Certificate of Occupancy at 255 Main Street, Hyannis, MA, Building Permit#B-i9-967, - Final affidavits and supporting documentation will be provided by the Owner's representative Gary Barber. Thank you for all your assistance and time during the past year of construction. We are very pleased with the final results of the project and are excited to have this newly renovated building contribute to the vibrant downtown. __..Sincerely, Donald W.'Powers,AIA,CNU,LEED-AP Founding Principal Cc: file Gary Barber, Rob Brennan;-CapeBuilt,Inc. Ronei Andrade; Millbrook Construction 140 Union Street Providence,Rhode Island 02903 P.401.274.4724 unionstudioarch.com Final Construction Control Document H To be submitted at completion of construction by a d Registered Design Professional for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: 255 Main Street Date 8/28/2020: Permit No. �3 - S 6�- Property Address: 255 Main Street, Hyannis,MA Project: Check(x) one or both as applicable: (X) New construction (X) Existing Construction Project description: Renovation of an existing mixed-use building with deli/cafe with retail component on first floor& 10 new residential units at second and third floors. Project includes associated site improvements. I , Donald Powers, MA Registration Number: 30297 Expiration date: 08/31/2020, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,.computations and specifications concerning: (X) Architectural Structural Mechanical Fire Protection Electrical Other: Describe for the above named project. 1, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge,information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet" or electronic signature and seal: ID RI Phone number: 401-272-4724 Email: don@unionstudioarch.com Building Official Use Only Building Official Name: Permit No.: Date: Version 01 01 2018 I Construction Control Progress Checklist To be submitted at completion of required site reviews for construction progress per the ninth edition of the ,ew Massachusetts State Building Code, 780 CMR, Section 107 5< Project Title: 255 Main Street Date: 8/28/2020 Permit No. B-19-867 Property Address: 255 Main Street,Hyannis,MA I, Donald Powers MA Registration Number: 30297 Expiration date: 08/31/2020, am a registered design professional and I or my designee have observed the following work, and to the best of my knowledge, information, and belief the construction work indicated below has been performed in a manner consistent with the approved plans and specifications: Required Site Review and Documentation for Portions or Phases of Construction to be performed by the appropriate registered desi professional or his/her designee or M.G.L.c 112§81R contractor Site Review and Documentation X .Site Review and Documentation X Soil condition and analysis Energy Efficiency Requirements )C Footing and Foundation,including Reinforcement and Fire Alarm Installation Foundation attachment Concrete Floor and Under Floor Fire Suppression Installation3 Lowest Floor Flood Elevation Field Re orts5 Structural Frame-wall/floor/roof Carbon Monoxide Detection S stem4 Lath and Plaster/Gypsum Seismic reinforcement Fire Resistant Wall/Partitions framing X Smoke Control Systems(Special Inspection per Sections 909.3 and 909.18.8 Fire Resistant Wall/Partitions finish attachments X Smoke and Heat Vents Above Ceiling inspection X. Accessibility(521 CMR) X Fire Blocking/Stopping System X Other: -EmergencyLighting/Exit Signage Means of Egress Com onenets X Special Inspections(Section 1704): Roofing,coping/System X Venting Systems kitchen and cleanouts,chemical,fume Mechanical Systems 1.Indicate with an Y the work you reviewed for compliance with the approved plans and specifications and describe in detail below. 2.include NFPA 72 test and acceptance documentation 3.Include applicable NFPA 13,13R,13D,14,15,17,20,241,etc.-test and acceptance documentation 4.Include NFPA 720 Record of Completion and Inspection and Test Form 5.Include field reports and related documentation 6.Nothing contained within construction control shall have the effect of waiving or limiting the building official's authority to enforce this code with respect to examination of the contract documents,including plans,computations and specifications,and field inspections. Description of Construction Work Observeda: a. Describe in sufficient detail the work(i.e. foundation steel reinforcing,kitchen vent system,etc.) and the location on the project site,and list if applicable,the submittal documents that pertain to the work which was inspected. Enter in the space to the right a"wet"or al PO rF�, electronic signature and seal: `0 Phone number: 401-272-4724 Email: don@unionstudioarch.com TM Building Official Use Only Building Official Name: Date: Venzinn 01 01 MIR I h i -- = 1A Document G704' - 2017 -- -- -- Certificate of Substantial Completion PROJECT:(name and address) CONTRACT INFORMATION: CERTIFICATE INFORMATION: 255 Main Street " Contract For:General Construction Certificate Number:001 Hyannis,MA I Date:April 5,2019 Date:08/28/2020 i OWNER:d(name and address), ARCHITECT:(name and address) CONTRACTOR:(name and address) CapeBuilt 255 Main Street,LLC Union Studio Architecture&Community Millbrook Construction,Corp. Design LI Chestnut Street,Suite M304 140 Union Street Saugus,MA 01906 t �A esburyMA 01913� Providence,RI 02903 /The Work identified below has been reviewed and found,to the Architect's best knowledge,information,and belief,to be substantially complete:Substantial Completion is the stage in the progress of the Work when the Work or designated portion is sufficiently complete in 0a accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use.The date of Substantial Completion of the Project or portion designated below is the date established by this Certificate. 6 " ' (Identify,theWork, or portion thereof that is substantially complete.) eS�� ��►J� �4 � 1 0►ua�71't a . Union Studio Architecture& Paul Attemann,Senior *,VsCommunity Design J j Associate a Is� 2DZD r ARCHITEC,T(Firm Name) SIGNATURE PRINTED NAME AND TITLE DATE OF SUBSTANTIAL COMPLETION WARRANTIES Y--- ¢ The date of Substantial Completion of the Project or portion designated above is also the date of commencement of applicable warranties t required by the Contract Documents,except,as stated below: (Identify warranties that do not comma mence on the date of Substantial Completion, if any, and indicate their date of commencement.) 1 r WORK TO BE COMPLETED OR CORRECTED \\Q list of items to be completed or corrected is attached hereto,or transmitted as agreed upon by the parties,and identified as follows: (Identify the list of Work to He completed-or corrected.) Please see"attachedPtinch List" The`failure to cliide any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents.Unless otherwise agreed to in writing,the date of commencement of warranties for items on the attached list will be ,the date of issuance of the final Certificate of Payment or the date of final payment,whichever occurs first.The Contractor will complete or correct the Work on the list of items attached hereto within thirty(30)days from the above date of Substantial Completion. J .- Cost estimate of Work to be completed or corrected: $ The responsibilities of the Owner and Contractor for security,maintenance,heat,utilities,damage to the Work,insurance,and other items 7—-' '� identifi"ed'belowshall be as follows: (Note:Owner's an' Contractor's legal and insurance counsel should review insurance requirements and coverage) The Owner to convert Builder's Risk Insurance to Home Owner's Insurance. The Owner.will i;eume the responsibility of the water,electric and gas utilities. i ' , r ( The Owner and Contractor hereby accept the responsibilities assigned to them in this Certificate of Substantial Completion: AIA Document G704'—2017.Copyright @ 1963, 1978,1992,2000 and 2017 by The American Institute of Architects.All rights reserved.The"American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are registered trademarks and may not be used without permission.This document was produced by AIA software at'14:18:50 ET on 08/18/2020 under Order No.0662624407 which expires on 08/27/2020,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail copyright@aia.org. User Notes: (369ADA4C) Millbrook Construction, 0� Corp. Ronei Andrade,Owner P. CONTRACTOR(Firm IGNAT RE PRINTED NAME AND TITLE DATE Name) CapeBuilt 255 Main Street, / p LLC J (J� Robert Brennan,President QJ o �OWNER`(Firm Name) OfIGINAFRE PRINTED NAME AND TITLE DATE N? o LJ i �w. S �s i { t N AIA Document G704"—2017.Copyright© 1963,1978,1992,2000 and 2017 by The American Institute of Architects.All rights reserved.The"American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are registered trademarks and may not be used without permission.This document 2 was produced by AIA software at 14:18:50 ET on 08/18/2020 under Order No.0662624407 which expires on 08/27/2020,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail copyright@aia.org. User Notes: (369ADA4C) f Final Construction Control Document u To be submitted at completion of construction by a Registered Design Professional for work per the 9th edition of the gee Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: 255 Main Street Date: 08.03.2020 Permit No. Property Address: 255 Main Street Hyannis,MA. Project: Check(x)one or both as applicable: _ New construction XX Existing Construction Project description: Renovation of an existing mixed-use building with deli/cafe with retail component on first floor& 10 new residential units at second and third floors. Project includes associated site improvements. I,Michael,V. Camera, P.E., MA Registration Number: 48420 Expiration date: June 30,2022 , am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning : Entire Project Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project. I certify that I, or my designee,have performed the necessary professional services and was present at the construction site to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. "OF Enter in the space to the right a"wet"or �� �� cy electronic signature and seal: MICA V. G TRU N0.48420 , Phone number: 1-888-308-7541 ��"ONAI��t�� Email: : mcamera@cameraoneill.com VVY1 Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other' is chosen, provide a description. Final Construction Control Document To be submitted at completion of construction by a z Registered Design Professional for work per the 9a'edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: 255 Main Street, Date: 08.28.2020 Property Address: 255 Main Sreet,Hyannis,MA Project: Check(X)one or both as applicable: (X)New construction (X )Existing Construction Project description: Renovation of an existing mixed-use building with deli/cafe with retail component on first floor& 10 new residential units at second and third floors. Project includes associated site improvements. I William T Mayer III MA Registration Number. 46021 Expiration date: 0613012021, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural X Mechanical Fire Protection Electrical Other: for the above named project. I certify that 1, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Enter in the space to the right a"wet"or LSA0f 4S electronic signature and seal: '�'`� iLIJAM T.��tr,. F'1 Ar A i� �1 �r L Phone number: (401)765-7659 Email: wmayer@edesignservice.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. I Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional F for work per the 9 h edition of the SYO� Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: 255 Main Street Date: 08.28.2020 Property Address: 255 Main Street,Hyannis,MA Project: Check(X)one or both as applicable: (X)New construction (X)Existing Construction Project description: Renovation of an existing mixed-use building with deli/caf6 with retail component on first floor& 10 new residential units at second and third floors. Project includes I Raymond Dusseault III MA Registration Number: 40709 Expiration date: 0613012021, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural Mechanical Fire Protection 'XElectricaULife Safety Other: for the above named project. I certify that 1, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: l. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. \10F A Enter in the space to the right a"wet"or _��`' W. electronic signature and seal: o EAULT ELE T 09 t , SlONA1. Phone number: (401)765-7659 Email: russeault@edesignservice.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional for work per the 9th edition of the yY0 Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: 255 Main Street Date: 08.28.2020 Property Address: 255 Main Street,Hyannis,MA Project: Check(X)one or both as applicable: (X)New construction (X)Existing Construction Project description: Renovation of an existing mixed-use building with deli/caf6 with retail component on first floor& 10 new residential units at second and third floors. Project includes I Raymond Dusseault III MA Registration Number: 40709 Expiration date: 0613012021, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural Mechanical Fire Protection Electrical X Other:Fire Alarm for the above named project. I certify that I,or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Enter in the space to the right a"wet"or electronic signature and seal: �P��~�OF q s� IrA `gin RI^AL No. 40709 Alp IST - SS10NA�c Phone number: (401)765-7659 Email: russeault@edesignservice.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Final Construction Control Document w To be submitted at completion of construction by a Registered Design Professional for work per the 9a'edition of the YO Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: 255 Main Street Date: 08.28.2020 Property Address: 255 Main Street,Hyannis,MA Project: Check(X)one or both as applicable: (X)New construction (X )Existing Construction Project description: Renovation of an existing mixed-use building with deli/caf6 with retail component on first floor& 10 new residential units at second and third floors. Project includes associated site improvements. I Glen G. Markey MA Registration Number: 41542 Expiration date: 0613012021, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Structural Mechanical Fire Protection Electrical X Other:Plumbing for the above named project. I certify that I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Enter in the space to the right a"wet"or �\k OF electronic signature and seal: sq� GLE4 G. �G A Y �r • 11, £ h H Winn Phone number: (401)765-7659 Email: gmarkey@edesignservice.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional for work per the 9a'edition of the SYO Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: 255 Main Street Date: 08.28.2020 Property Address: 255 Main Street,Hyannis,MA Project: Check(X)one or both as applicable: (X)New construction (X )Existing Construction Project description: Renovation of an existing mixed-use building with deli/caf6 with retail component on first floor& 10 new residential units at second and third floors. Project includes associated site improvements. I Glen G. Markey MA Registration Number: 41542 Expiration date: 0613012021 am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Structural Mechanical X Fire Protection Electrical Other: Plumbing for the above named project. I certify that I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. OF MA S Enter in the space to the right a"wet"or c" G electronic signature and seal: E r1A , ' v Ado SS ONAt.�-�'\�� Phone number: (401)765-7659 Email: gmarkey@edesignservice.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you,prepared or directly supervised.If`other'is chosen, provide a description. �1HEip,,_ Town of Barnstable L ' Building Department-200 Main Street n59. '`� Hyannis, MA 02601 Tel. (508) 862-4038 Temporary Certificate Of Occupancy Permit Number: B-19-867 CO Issue Date: 9/2/2020 Parcel ID: 327-247 Zoning Classification: HVB Location: 255 MAIN STREET(HYANNIS), HYANNIS Proposed Use: Permit Type: Building-Addition/Alteration- Commercial it General Contractor: RONEI T ANDRADE Comments: 10 units-Residential R-2 Use Approved-Contenigent upon Request for Phase Contruction Control under section 107.3.3 Documents within 7 days-Commercial portion not yet complete per plan 9/2/2020 Building Official Date: i 1 Y 255 MAIN STREET, HYANNIS MA - I�NSULATION SPEC 05/19/2020 Builder: MILLBROOK CONSTRUCTION CORP. Phone:(781)426.1276 Email: info@milibrookcorpma.com Project Name# 255 Main Street, Hyannis Ma SPEC Letter Project Address:255 Main Street, Hyannis Ma SOUTH SHORE SPRAY FOAM, INC. Will be Installing the following material at the specific areas with the corresponding R-Values require by state. The following spray polyurethane foam products, Thermal ignition barrier paint and fiberglass will be installed. • 3" & 5.5" Roxul Thermal & sound barrier • Thermal and ignition barrier paint DC-315 14 mils wet film thickness at Attic areas • GacoOnePass F1850 Closed Cell 2.0 lb Spray Foam Insulation. • BASF Elasto 8000 Open Cell Spray Foam Insulation • GacoProFill 0.5 lb Open Cell Spray Foam Insulation. • GacoProFilm System Membrane Vapor Retarder • Can of Foam — Foam Door &Windows • 3" Knauf Unfaced Fiberglass Insulation R-13 • 3" Knauf Unfaced Fiberglass Insulation R-11 INSULATION JOB DETAILS This document describes in detail the work to be performed in your structure at project address listed above. order Description/Location Materials/R-value 1 Existing Attic Roof&Sloped (2x10) 3.8" GacoOnePass F1850 Closed Cell Spray Foam +6" BASF Elasto 8000 Open Cell on top R-49 Sloped, BASF Elasto 8000 Open Cell over spray at the attic area 2 New Gable Walls (2x6) 6" BASF Elasto 8000 Open Cell Spray Foam R-21 3 Existing exterior Walls (2x4) 2" , , 3`d 3" GacoOnePass F1850 Closed Cell Spray foam R-21 4 DC-315 Thermal barrier 14 mils wet film thickness at Attic areas Existing and New 5 New Attic Roof&Sloped (2x12) 12" BASF Elasto 8000 Open Cell Spray Foam R-49 6 New Exterior Walls(2x6) 6" GacoProFill 0.5 lb Open Cell Spray Foam 1 7 Common Wall (2x4) 3" Rockwool Mineral fiberglass R-15 8 Stairway Walls (2x6) 6" Rockwool Mineral fiberglass R-15 9 All Rim Joist(26) 6" BASF Elasto 8000 Open Cell Spray Foam R-21 10 Under Stairs (2x8) 8" Kraft Ppaper Faced Fibeglass R-30 11 1"& 2"d Floor All Main Ceiling (2x12) 3" of Unfaced Fiberglass R-11 and topping off with 3" of Rockwool Mineral Fiberglass R-15 = R-26 12 Basement Ceiling(2x10) 8" Kraft Paper Faced Fiberglass Insulation 13 Overhang (2x12) 8" BASF Elasto 8000 Open Cell Spray Foam Insulation Interior Partition (2x4) 3" Unfaced Fiberglass Insulatiom at Bath and 14 Bedroom Walls Wall Dividing Retail Space/ Units (26) 3" Rockwool Mineral Fiberglass 15 Hallway Walls (26) 5.5" Rockwool Mineral Fiberglass 16 If there are any questions or concerns, please do not hesitate to call 774.360.5691 our Sales Manager Daniel Melo. Sincerely, SOUTH SHORE SPRAY FOAM, INC. a International Fireproof tout, u V Inc. P1int-to Protect , ���lkf.• �� DC315 Certified Appro�ed:Thermal Ignition Barrier Over —V Polyurethane Spray Foam . All model Building Codes mandate that polyurethane sp.ray.foarn be separated.from the in of the'building by a 15 minute thermal barrier or.other approved covering. .DC315 has passed-certified U-LC S101, NFPA 286 and UL 1715 testing, at recognized V-party testing fac lities;;over a variety.of'open-and closed cell'spray:polyuretl ane"foams. It complies with al DC315{ the requirements of 2006113C Section 803.2.1; 2009'IBC Section 803 1 2 and Section 2603 9; 2012 IBC Section 803.1.2 and =.r Section 2603.10 "Special Approvals for.Thermal Barriers over Foam".Plastics" DC315 also meets--the requirement as an z Ignition-Barrier-perAC 377 A gppendix X at an incredible"spread.:rate of,400 sq.'ft. pergallon DC315 tested solutions for the Spray-Polyurethane Foam `y "■ • More'fullscale Thermal and Ignition Barrier tests than'any other product in the world ■. ■;NO j • DC315-'3rd. party-inspected for Quality Contro.Warnock Hersey Intertek WIN 209:47 • Tested useful life,fire:resstant property is not compromised:after 50 years • Top coat for color,weather&moisture protection,tested,via NFPA 286 full:scale testing ■ 1'i l • ANSI 5`ltesting:for incidental-food contact • Passed cAL 1350-q Oaf ify_DC,315.as a low emitting material m'7the,C61liborati' for >: High Perform ance.Schools rating system(CHPS;Designed&CHPS Verified) • Passed strict EPA—V O:C." nd AQMD air.:emission requirements(for all 50 states). • 3rd Party tested'Single Coat Coverage"up to 24.Mils WFT,orrceiI(r%s'and wails, reducing.iabor,costs equaling higher profits, • Meets Life Safety;Code 101 • Meets LEED!s.poinLrequirements • No.forrna dehyde: rw Characteristics _ _- . • Finish "Flat • Color Ice.Gray,,White-and.Rark;Greyare special order, r , • ' V.O C:, (47 g/1) ` • Volume Solids 67% •" D .tying Time @ 77*F&50% RH To touch 1 r2 hours to recoat 25� , to'4 hours'< ' x • Type of cure: -Coalescence • Flash Point: None � • Reducer/Cleaners "Water.; -� - � .4 #'' rs✓ s - x irk'#4fr. • Shelf Life: 1 year, ;(unopened) • Packaging. 5&55:gallon containers Y _ . • Shipping weight:" S,gallon pail-'S81bsr 55 gallon_drum 6401bs. • Application Brush;roller,conventional,and airless spray! Testing and Certification ASTM E84-�Flame;'Spread`0 Smoke 25 CAN/ULC 5102 FSR 23 SDc 145` (tested as a system over SPF) t UL1715, NFPA 286 over 130 ent passed -� • . CAN/ULC-S 101-2.5 minutes as asystem'over,SRF • WH Listed-Spec ID 32890 \AR/ nternational'Fireproof Technology,Inc. C ~� US L7528 Von Karrhan Ave.Irvine,GA 92614 office 949 975 8588. ,w6u_to www.Painttoprot6ctxorn _mail:,ptp Ointtoprotect,com Town of Barnstable Building �Pos"t This C#, it That it�s Vis�ble.From the Street A roved Plans Must be ryRetamed on Job and this Card Must be,Kept , `+ aAMSTAet.e. • ';'" � i` .z, £;; ah. ' '1 PP_ �.a;, �A Permit a Posted Until:Finalnspectio.n Has B,een,IVlade sue „ ,. s¢a e e a Cert ficate`of®ceu' ands Re 'ured�suchB"uil m shall Not be Occu' 'ied until a Final Inspect�onehas been made _� .' _sc. .M,g ,w v� pn �:. .. .x a a �•A .. ,__,,. ,,., . _ .._. ,vu. Permit No. B-20-921 Applicant Name: marcelo deoliveira Approvals Date Issued: 03/30/2020 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 09/30/2020 Foundation: Location: 255 MAIN STREET(HYANNIS),HYANNIS Map/Lot: 327-247 Zoning District: HVB Sheathing: Owner on Record: CAPEBUILT 255 MAIN STREET LLC Contractor Narne.;, MARCELO M DEOLIVEIRA Framing: 1 Address: 11 CHESTNUT ST STE M304 - Contractor License,,,6510 2 AMESBURY, MA 01913 Est Project Cost: $84,000.00 Chimney: Description: Install Mini Split and ERV. A Permit Fee: $864.40 � Insulation: Fee Paid $864.40 Project Review Req: <x ®ate 3/30/2020 Final: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzedby this permit is commenced within six months after;issuance. All work authorized by this permit shall conform to the approved application and the,'approved construction documents for whicti,this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall 66 in compliance with the local zonmg,byl aws,dnd codes. This permit shall be displayed in a location clearly visible from access street onf ad and shall be maintained open for public mspeet n for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire®fficials are=provided on this,permit. Minimum of Five Call Inspections Required for All Construction Work., Service: 1.Foundation or Footing ` Rough: 2.Sheathing Inspection ° 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). " Building plans are to be available on site Fire Department Final All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT l� BARTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,31d Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 November 8, 2018 Mr. Brian Florence Barnstable Building Commissioner 200 Main Street Hyannis,MA 02601 RE:SPR—Final Site Plan Approval for 255 Main St.,Hyannis Dear Brian, Attached please find revised Site Plans addressing the Site Plan Review comments from the informal staff meeting on 6/19/18. Ellen memorialized the comments in an email to me on 7/30/18 which we had already addressed. It was approved at informal subject to the few minor comments and it was determined the project did not need to go to ZBA. I was waiting on the executed easement agreement you requested which I know have. The comments have been addressed on the attached revised plans and as noted below: 1) We examined changing the angle of the existing parking on the entrance aisle but it did not give any significant increase and aisle width. This was reviewed with Dean Melanson on 7/31/18 and he confirmed he was okay with leaving the angled parking the way it was. The van accessible space provided is code compliant. 2) We confirmed the existing sidewalk along Main St.will meet ADA requirements as we have 4.7 ft between the proposed fence and the existing street tree. This dimension is labeled on C3.0. this meets the minimum clearance required of 36"for a walkway. 3) A copy of the executed easement agreement between the 255 Main St.and the hotel is attached hereto. 4) The existing drainage line running through the access road has been added to the plan C2.0 per record plan provided by DPW. All other comments in the 7/30/18 email were informational. I trust we have addressed the comments and the plans are acceptable. If you could please issue the Site Plan Review approval letter at your earliest convenience it would be greatly appreciated. Thank you for your help. Very truly yours, Baxter Nye Engineering&Surveying Matthew Eddy,P.E. Managing Partner Cc: File 0:\2017\2017-039\ADMIN\LETTERS\2017-039 Ll BFlorence SPR comments.doa Land Surveys 9 Site Design • Subdivisions • Septic Design • Wetland Filings • Planning Swiniarski, Ellen From: Matthew Eddy <meddy@baxter-nye.com> Sent: Wednesday, December 5, 2018 1:41 PM To: Swiniarski, Ellen Cc: Florence, Brian Subject: RE: CapeBuilt Development - 255 Main St (Furman Bldg) - Final Site Plan Approval Letter Attachments: 2017-039 Composite 2018-11-08.pdf Hi Ellen, Resending plan attachment with reduce file size. Please confirm you've received. Thanks Matt From: Matthew Eddy Sent:Wednesday, December 5, 20181:32 PM To:Swiniarski, Ellen<Ellen.Swiniarski@town.barnstable.ma.us> Cc: Florence, Brian<Brian.Florence@town.barnstable.ma.us> Subject: RE: CapeBuilt Development-255 Main St(Furman Bldg) - Final Site Plan Approval Letter Resending below and attached without large file plans set. Please confirm receved. Thanks Matt From: Matthew Eddy Sent:Wednesday, December 5, 2018 1:22 PM To:Swiniarski, Ellen <EIIen.Swiniarski@town.barnstable.ma.us> Cc: Florence, Brian<Brian.Florence@town.barnstable.ma.us> Subject: RE: CapeBuilt Development-255 Main St (Furman Bldg)- Final Site Plan Approval Letter Hi Ellen, I'm following up on the site plan review approval letter for 255 Main St. per our meeting and discussions this past summer. I've attached the letter, easement and plans that were previously submitted addressing the few minor comments. Could you please confirm you've received and if you could get me the Site Plan Approval letter that would be great. This is going through Building Permit application now. I'll give you a call too. Thanks for your help, Matt Matthew Eddy, P.E. 1 Managing Partner BAXTER NYE ENGINEERING & SURVEYING •78 North Street-3rd Floor •Hyannis, MA 02601 Ph: 508-771-7502 x17 • Fax:508-771-7622 •email:meddy@baxter-nye.com •www.baxter-nve.com Please consider the environment before printing this e-mail From:Swiniarski, Ellen<Ellen.Swiniarski@town.barnstable.ma.us> Sent: Monday,July 30, 2018 10:21 AM To: Matthew Eddy<meddv@baxter-nve.com> Cc: Florence, Brian<Brian.Florence@town.barnstable.ma.us> Subject: CapeBuilt Development-255 Main St(Furman Bldg) Dear Matt, On Friday,you let me know that final revised plans that address staff comments will be submitted for site plan review approval. I have provided below a list of the concerns I recorded at the meeting for reference. • Angling of parking to avoid backing into Main Street and provide a wider access route, as well as widening of the entrance from Main Street to align with striping, was suggested by Hyannis FD; the van accessible HC space will need to remain code compliant. • Consultation with Hyannis Fire Department for location of FDC at main entrance in coordination with landscape and other features such as fencing; location of fire alarm panel with key box; location of sprinkler system equipment; required hood clearances (if required) and access for maintenance of the hood, will be required at the building permit stage. • DPW requested confirmation that the sidewalk will meet ADA requirements with the existing tree and proposed fencing. • Requested copy of easement area between the Furman Building and hotel. • Outside fencing, seating or other outside features and signage require approval from the Main Street Historic Waterfront District Commission. • Licenses for entertainment, alcohol, seating will be required. Additionally, confirmation regarding Town vs. private property for the outside seating is requested; if on Town property, a license from the Town Manager and liability insurance will be required. • Health—Rental registration/inspection required annually; layout of kitchen, bathrooms, finish material schedule,equipment etc. is required to be approved by the Health Inspector. An air service curtain will be required for outdoor food service. • Grease trap will need to meet plumbing code. There is a Water Dept. fee to hook up to water service for sprinkler. • Fire protection engineer will need to calculate the required size of the water main for sprinkler system. • E-mail from Mass Access Board - ADA compliance for the apartments was determined not to be required and is limited to the commercial spaces within the building. 2 I • Deputy Chief Melanson identified a street drainage line that runs between the buildings to the harbor with a manhole in the hotel parking lot behind the garage. Work with DPW for confirmation regarding street drainage line on site near grease trap. • A check off list for Food Service permitting was provided by the Health Department. Best, Ellen S. Effen Swiniarski Site Plan Review Coordinator Town of BarnstabCe 5o8-862-4679 3 ci t EASEMENT AGREEMENT This EASEMENT AGREEMENT(this"Agreement")is made as of the 10•� day of March, 2018, by and between SUPERIOR HOTEL MANAGEMENT CORPORATION, a Delaware corporation,authorized to do business in Massachusetts,with an address of c/o Heritage House Hotel,259 Main Street, Hyannis, Massachusetts 02601, as grantor ("Superior") and CAPEBUILT 255 MAIN STREET,LLC,a Massachusetts limited liability company,with an address of 11 Chestnut Street,Suite M-304,Amesbury,Massachusetts 01913,as grantee("CapeBuilt'). RECITALS: A. WHEREAS,CapeBuilt has entered into an agreement with Paul Sage for the purchase and sale of that certain piece or parcel of land located in Hyannis,Town of Barnstable Massachusetts,known and numbered as 255 Main Street.as more fully described in that certaiwOuitclaim Deed,dated .3 3ta 2018 and recorded(or as shall be hereafter executed,dated and recorded)in the Barnstable County .egistrp. of Deeds(the"Registry of Deeds")in Book311 a Page ;Go ("255 Main");and B. WHEREAS,Superior,as successor by merger to Daale&Martino,Inc.,is the fee owner of that certain piece or parcel of land located in Hyannis,Town of Barnstable,Massachusetts,known and numbered as 259 Main Street,as more fully described in that certain Quitclaim Deed,dated September 14, 2000 and recorded in the Barnstable County Registry of Deeds in Book 13248,Page 344 and registered with the Barnstable District of the Land Court(the"Land Court District'')as Document No.811148("259 Main");and V C. WHEREAS,Superior desires to grant to CapeBuilt a perpetual,non-exclusive,appurtenant o easement for access and parking over pedestrian and vehicular travel ways within 259 Main, as more Y particularly set forth herein. a� CONVEYANCE: N U V 0 NOW,THEREFORE,in consideration of the foregoing,and for FIFTY THOUSAND DOLLARS ($50,000),paid by CapeBuilt to Superior as set forth below,and other good and valuable consideration,the rn aP receipt and sufficiency of which are hereby acknowledged,the undersigned do hereby covenant and agree -° as follows: 3 v, cc1. Payments to Superior. CapeBuilt shall tender payment of FIFTY THOUSAND N DOLLARS($50,000)to Superior as follows: (a) $25,000 upon execution of this Agreement; (b) $25,000 upon CapeBuilt's receipt of a Building Permit for redevelopment of 255 Main,but in any event,no later than 12 months from the date of this Agreement. 2. Easement. Superior conveys and grants to CapeBuilt,for the benefit of and as an appurtenance to 255 Main, and as a burden on and servitude appurtenant to 259 Main,a perpetual,non-exclusive easement (the"Easement")located on and over that portion of 259 Main as specifically identified on the plan entitled"Easement Plan—255 &259 Main Street,Hyannis" prepared on one(1)sheet by Baxter Nye Engineering&Surveying dated October 12,2017 a reduced copy of which is attached hereto as Exhibit A (the"Easement Area"), for the purposes of use by CapeBuilt and its successors, assigns, mortgagees, licensees, invitees, contractors,employees,and agents for:(a)pedestrian and vehicular ingress and egress to and from Main Street to and from 255 Main;and(b)vehicular parking,including overnight parking,on such parking spaces as may be configured by CapeBuilt from time to time in the area shown as"Parking Area"on Exhibit A(the"Parking Area"). CapeBuilt conveys and grants to Superior,for the benefit of and as an appurtenance to 259 Main, and as a burden on and servitude appurtenant to 255 Main, a perpetual, non-exclusive, limited, easement (the "Limited Easement") located on and over that portion of the Easement Area located on 255 Main, for the limited purposes of use by Superior and its successors, assigns, mortgagees,licensees,invitees,contractors,employees,and agents only for short term vehicular parking within the Parking Area. For clarity,the Limited Easement hereby conveyed to Superior is intended for"check-in" use by hotel guests and shall not include use for extended daytime parking,use for overnight parking or any other use inconsistent with the use of the Parking Area by CapeBuilt as set forth above. •5 .s shall be binding upon,shall inure to the benefit of and be enforceable by the parties and their respective heirs,personal representatives,successors,successors in title and assigns. 8. Free of Encumbrances. Superior represents that Superior is lawfully seized of 259 Main and that it has the good and lawful right to convey it or any part thereof including,without limitation,the Easement granted herein,and that the Easement is free and clear of all encumbrances and Superior will forever warrant and defend the title thereto against the claims of all persons whomsoever. 9. No Public Dedication. The provisions hereof are not intended to,and do not,constitute a dedication to the public or for any public use or purpose,and the rights and easements herein created are private and for the benefit only of the parties designated herein. 10. Notice. Notices under this Agreement shall not be deemed valid unless given or served in writing and forwarded by mail,postage prepaid addressed to either party at the address stated in the Recitals. Such address may be changed from time to time by either party by providing notice as set forth above. Notices mailed in accordance with the above provisions shall be deemed received on the third day after posting. 11. Amendment. The parties and every subsequent owner of the fee simple title to 255 Main and 259 Main,or any portion of any of them,shall upon request,from time to time,execute and deliver such instruments of further assurances or confirmation,in recordable form,as may reasonably be necessary to perfect,complete and confirm the easements,conditions,obligations and covenants created or contained in this Agreement. Notwithstanding any contrary provisions of this Agreement, no modification, amendment or termination of this Agreement shall be valid,binding or enforceable unless the same is in written form,executed and acknowledged by or on behalf of CapeBuilt and Superior,or their respective heirs,personal representatives,successors or assigns,and by or on behalf of each noteholder under any mortgage constituting a lien on 255 Main or 259 Main,or any portion of any of them,and duly filed for record in the Registry of Deeds and the Land Court District. 12. Entire Agreement. This Agreement contains the entire agreement of the parties and there are no other promises,conditions,understandings or other agreements,whether oral or written relating to the subject matter of this Agreement. 13. Severability. If any portion of this Agreement shall be held to be invalid or unenforceable for any reason,the remaining provisions shall continue to be valid and enforceable. If a court finds that any provision of this Agreement is invalid or unenforceable,but that by limiting such provision,it would become valid and enforceable,then such provision shall be deemed to be written,construed,and enforced as so limited. 14. Section Headings. The section headings are inserted only as a matter of convenience and for reference and in no way define,lnnit or describe the scope or intent of this Agreement nor in any way affect this Agreement. 15. Waiver. The failure of either party to enforce any provisions of this Agreement and compel strict compliance shall not be construed as a waiver or limitation of that party's right to subsequently enforce and compel strict compliance with every provision of this Agreement. 16. Binding Effect. The provisions of this Agreement shall be binding upon and benefit all parties and the respective legal representatives,successors and assigns of the parties hereto. 17. Authority. Each party agrees that if it is executing this Agreement in a capacity other than individually,that the execution and delivery of this Agreement has been duly authorized and the officers or partners who are executing this Agreement have the full power,authority and right to do so,and that such execution is sufficient and legally binding on such party to enable the Agreement to be enforceable in accordance with its terms. 18. Governing Law. All questions with respect to the construction of this Agreement and the rights and liabilities of the parties hereunder shall be determined in accordance with the applicable laws of the Commonwealth of Massachusetts. 19. Countemart Signatures. This Agreement may be executed in any number of counterparts, each of which when so executed and delivered will be deemed to be an original and all of which counterparts taken together will constitute but one and the same instrument. [SIGNATURE PAGES FOLLOW] CAPEBUILT: CAPEBUILT 255 MAIN STREET,LLC, a Massachusetts limited liability company, By: Name:Robes L.Brennan,Jr. Title:Manager COMMONWEALTH OF MASSACHUSETTS BARNSTABLE COUNTY On this ibkk� day of I $A, 2018, before me, the undersigned notary public, personally appeared Robert L.Brennan,Jr.,proved to me through satisfactory evidence of identification,which were YV4-.wVek S b-CewS'-K- Ito be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose,as Manager of CapeBuilt 255 Main Street,LLC. r� JOANNE M.STELMA Notary Public NO ARY PUBLIC Corrnomelth of Massachusetts Wly Commission Expir6 De=ber-21,2023 My commission expires �O `31��a3• [Signatures Continue on Following Page.] .. I N 1 E705nNO BUILDING O1 1 047 N/Y gA' an camnc rw PDSsaIe a:amYgalnm> nen Int.am Po.Lu PaN11M UF'LWDY.D L•kL. 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S �. y / rt-x;rlrol Yruxif-,i n@E - Ma(n Shaa1.11va011I11a,MA m i1 xF nt IJln 10.5 CAXTBR NYE CNGINCCRiNG&SURVEYING 18 IhCldO -9,d Fl r,Hy Band Lmdlm II,f � � nGTxsS uID M - � p/,IIK1N0 EASELI€N7 70 � Ph -a(SW)WT-SDJ�• W)TIJ-76M4Dlb01 O MAw 9 ° 2 PT 1 2Yi wee- �p�faLi zo o zo � O �� PAkT 11311 h 4»dgka '. - SCALE IN FEET SCALE:1-_20' ' N 2¢�°_ gz,A9 ... _. •,_--�- =s- � � \ 3.ssvlp"w N xa uat�w;'.,.. .L�� � -FEB.26,2016 \ \ \ N e E \5 5' 0•E\ H 0 4-24 280•E p n (n•a \ SING �CO O N 1dWLVn / 1 :\%SIY\1Y-03416M1.\N.DI\2DI%-DFf G1f-AEN O 0 � � p liYl.• � • t � v�CJ 4 -,West, jc 4c�. �Ve- - r 0000; � � � ,.dt4.,k dd jZ IPA Y _ 7 Town of Barnstable Hyannis Main Street Waterfront Historic District Appeals Committee Decision and Certificate of Appropriateness CapeBuilt Development 255 Main Street,,Hyannis Appellant: CapeBuilt Development, LLC 11 Chestnut.Street,Suite M304,Amesbury,MA 01913 Property Address: 255 Main Street,Hyannis Assessor's Map/Parcel: 327/247 Property Owner: Paul Sage,14 Main Street, Hyannis, MA 02601 Hearing Date: January 18,2018 The Hyannis Main Street Waterfront Historic District Appeals Committee(hereinafter"Appeals Committee"), pursuant to the Code of the Town of Barnstable Chapter 112, Historic Properties,Article III, Hyannis Main; Street Waterfront Historic District,and Section 5-1 of the Town of Barnstable Home Rule Charter,hereby annuls the Decision of the Hyannis Main Street Waterfront.Historic District Commission(HMSWHDC);the HMSWHDC voted to disapprove the project on December 6,2017 and issued a determination of disapproval on December 8,2017. Further,the Appeals Committee hereby issues a Certificate of Appropriateness for the renovations proposed for the property at 255 Main Street,Hyannis,as shown on Assessor's Map.327 as Parcel 247. The Appeals Committee considered.th.e Determination of Disapproval issued by the.HMSWHDC and found that: i. Section 112-31(E)states the Hyannis Main Street Waterfront Historic District Commission("the Commission"),when issuing a determination to disapprove an application,shall set forth in its disapproval the reasons for such.determination. ii. The Committee heard evidence,including the archive of the broadcast of the Commission's December 6,2017 hearing;and found that the Commission;in issuing their determination to disapprove the application,did not provide on the record any reasons for a negative determination. The failure to provide.such reasons for disapproval is not in compliance with Section 112-31(E). And based on those findings,the Committee voted to annul the decision of the Hyannis Main Street Waterfront Historic District Commission to disapprove the application for renovations to.255 Main.Street, Hyannis. Present and voting in,the,affirmative to.annul the HMSWHDC's decision were Alison Alessi, Chair, Sarah;. Colvin,and Kevin Bennett. i The Appeals Committee considered the request by CapeBuilt Development,'LLC.for a Certificate of Appropriateness and found that: After consideration of.the testimony given and materials submitted by the Appellant and members of the public,the proposed renovations to 255 Main Street appropriately contribute to the historic character of.;the Hyannis Main Street Waterfront Historic District.The Committee considered:the materials,design,color,and context of the proposed renovations and found them to be appropriate for the protection and preservation of the district. Based on these findings,the Committee voted to grant the certificate of appropriateness subject to the following conditions: 1.) The request Is approved as presented in the application dated October 16,2017. Present and voting in the affirmative:to grant the certificate of appropriateness were Alison Alessi,Chair, Sarah Colvin,and Kevin Bennett. Alison Ale ssi,Chair Date Hyannis Main Street Waterfront Historic District Appeals Committee cc CapelluUi Deve1q ppdcam BOOM Commisskma File 2 i Hyannis Main Street Waterfront , Historic District Commission BARMAE& 200 Main Street Hyannis;Massachusetts 02601 RNSTRBI_E TOWN,CLERK Phone; 508-8624064 BH PETITION.FOR APPEAL 20 ?DEC 22 pti4 c3 Hyannis Main Street Waterfront Historic District Commission Appeals Committee LG Appellant VS. Hyannis Main Street Waterfront Historic District Commission 1. This is an appeal from the above HMSWHDC decision (a copy is attached) on L ,ty,.,pP. LL.L s (Applicant) appiicatiori for,-_y�r,�„_� (Project) located at Z. S� MAW S-,, _ �Jm 1 s dated ,_-r 16 ?y, 17 _and d /dis_ a roved• y.the HMSWHDC on 1Aht; 2 2017 (date) and filed on ��,�, ,�,� , 2T p1'7 (date). 2. The reason for the appeal is: Xw VIC)LArl.�..r Or- 112 - 31 �0.1 �2,.uc�A�Lf� �AP4, Tug, �,.GrCSt,ae `S (?�s4�s'aV�L- �i.► �� '7D �9 �,2i1.� AAfYW 49p.,VS i✓ � F! 1�iT�2r' W 71c�1� Mo nL4P ��rhsstont /?lh�T9/ZS .7�,4. Fra64^0,i 1 i1SQ-64 V ,00-r¢eA AND ACWI*A—,�LJ5 14e.rS� U 170,Al -rot. APPc.i . ;qW t,v FAc) ' r%r l+ A,ira Utrr14 AA>+IC€ 3. The relationship of the appellant to the subject of the appeal is that of get-,GIN (Applicant/abutter/other aggrieved party). 4. The remedy sought by the Appellant is or- 14A5 W- } 1�G xcrS n • ,b�,r.� 1��..arT" b�' G�2;I�rGnT� O� �PPenP�i,ar�l�.S5 A5 ,A�Gt�� �, 2 . (reversal of HMSWHDC decision/annulment of HMSWHDC decision/remand application to HMSWHDC) 5. 1 hereby certify that I have given notice of this appeal to Town Clerk, Town Committee & Applicant, if different., lZ, 2ot*7 (date) Appellant's signature Tel..Number 617~ Appellant's Address 76 i;&,,z ,?-2 Also include name, address& telephone of designee if appe lant is not self-represented. .�,�s����� /ham 0141 � • Must be filed within 20 Days of filing of decision with Town Clerk A certified copy of HMSWHDC decision and filing fee must be submitted . t BMSTABLE TOWN CLERK Town of Barnstable` Hyannis Main Street Waterfront Historic District Commission www.townofbarnstable.ma,uslh yannismainstreef Determination of Disapproval December 8,2017 Ann Quirk,Town Clerk Town Hall 367 Main Street Hyannis,MA 02601 Re: Disapproval of an Application for a Certificate of Appropriateness for Renovations to 255 Main Street,Hyannis The Hyannis Main Street Waterfront Historic District Commission,pursuant to the Code of the Town of Barnstable Chapter 112,Historic Properties,Article III,_Hyannis Main Street Waterfront Historic District,hereby disapproves a requested Certificate of Appropriateness for the.following property: Property Address: 255 Main Street Assessor's Map/Parcel: 327/247 The Hyannis Main Street Waterfront,Historic District Commission,opened the public hearing on the above referenced application on December 6,2017.A public hearing before.the Commission was duly posted and notice was sent to all abutters and interested parties in accordance with MGL Chapter 40C. At the December 6,2017 hearing the Commission voted.3 in favor and 3 opposed to approve the requested Certificate of Appropriateness for renovations to 255 Main Street. The Commission, members voting in opposition did not provide any recommendations for specific.changes to the Applicant's proposal which if made would make he application acceptable to the Commission. Present and voting in favor to approve the;certificate of appropriateness.were:Paul Arnold,John Alden and David Colombo. Voting in opposition were Marina Atsalis,Taryn Thoman and Timothy Ferriera... Sincerely Paul Arnold,Chair Hyannis Main Street Waterfront Historic District Commission cc: CapeBuilt Development,LLC,Applicant Brian Florence,Building Commissioner File Town of BarnstableOCT 6 20?7 Hyannis Main Street Waterfront Historic Disssion VELOPMENT Application Certificate of Appropriateness Application is hereby made for the issuance of a Certificate:of Appropriateness under M.G.L.Chapter 40C,The Historic Districts Act for proposed work as described below and on plans,drawings or photographs accompanying this application for. Assessor's Map No. 327 Parcel No. 247 Address of Proposed Work 255 Main Street, Hyannis Applicant Name Cape Built Development Applicant Mailing Address 11 Chestnut St, Suite M304Town/State/Tip Amesbury, MA 01913 Applicant Phone Number 978-255-4600 Applicant E-Mail rob@capebuilt.com Property Owner Name Cape Built Development Owner Mailing Address 11 Chestnut St, Suite M304 TownlStetethp Amesbury, MA 01913 Owner Phone 978-255-4600 Agent or Contractor Name Union Studio Architecture &Community Design Agent or Contractor Address 140 Union Street Town/State/Zip Providence, RI 02903 Agent or Contractor Phone 401-272-4724 Agent or Contractor E-Mail paul@unionstudioarch con PROPOSED WORK Please check all categories-that apply: Building Type: ® Commercial Residential ❑.Accessory Other Work Proposed: 1. Building Construction: ❑ New Building ®Addition Alteration 2. Exterior Alteration: ® Windows Doors Siding ®Roof 0 Other demolition of a 1950's storefront addition&rear additions 3. Exterior Painting: 0 4. Signs: ❑ New sign E Alteration to existing sign 5. Accessory Improvement: X Fence 0 Parking Lot Outdoor Dining O Awninglcanopy 6. Other. new dormers Page 1 of 3 i Hyannis Main Street.Waterfront Historic District Commission BUILDING MATERIAL SPECIFICATION SHEET Please complete this sheet only if new building construction or alterations to an existing building are proposed. Fill out all sections that are applicable to your project. Include materials,specifications,dimensions and/or colors to be used. FOUNDATION existing: painted brick, see drawings; new-poured in place concrete existing: wood to match existing; SIDING TYPE new: fiber-cemnt lap siding COLOR see drawings CHIMNEY TYPE remove existing COLOR see drawings ROOF MATERIAL 30 yr architectural asphalt shingles COLOR see drawings ROOF PITCH existing: 9/1.2; new: 9/12 insulated metal at egress stairs; DOORS aluminum storefront at entry doors COLOR see drawings aluminum clad wood double hung; WINDOWS aluminum storefront COLOR see drawings SHUTTERS N/A COLOR TRIM existing: repair in kind; new: composite wood by Boral COLOR see drawings GUTTERS pre-finished aluminum ogee profile putters &4x5 downspouts PATIO/PORCHIDECK patio:brick GARAGE DOORS N/A COLOR OTHER Page 2 of 3 i Hyannis Main Street Waterfront Historic District Commission DETAILED DESCRIPTION OF PROPOSED WORK • Provide detailed specifications of the proposal. • Include a detailed description of changes to existing conditions,if applicable. • Describe proposed materials to be used,desired colors,manufacturer's specifications,etc. • In the case of signs,give locations of existing signs and proposed locations of new signs. Attach an additional sheet,if necessary: The proposed project is a renovation of existing commercial building into a mixed-use building: with a new 3,775 sf retail/commercial space on the ground floor and,10-apartments on the first and. secondo r . Since the 1950's,the exterior has been significantly modified with a first floor storefront addition on the fMnt and VaHousadditions on the rear. I he proposedscope includes emo d o these additinns to restore the original stnrefmnt nfthe huilr ing and allow for a.simplP; architecturally compatible addition in the rear. New dormers are pmpnsed in the existing rnnf to provide air and light to the new apartments' on the third floor. All windows will he renlared with dnuhle hung hunger aluminum clad wnnd windows New windows will be the same.A new aluminum clad storefront system&doors will be installed at the front of the building.Existing wood 12p siding wiljae-tepaifjff]iEj[���12P Riffing well he horizontal cementitious la g. Existing trim, eaves decorative brackets,comer s wilt be nul'ur replaced in kind.Ail new trim in.new do . ted 51te improvementS include new landscaping, paving,-striped paiking , tight 1UUCX1U wood fence along propeM lines wrought iron fence along sidewalk.concrete sidewalks.and necessarv) utility upgrades74n-aGGeFd New building sianEe w4t; eepirg=6rdm nce. Signed Applicant-Agent Date 10/16/17 Page-3 of 3 A\ capebulft DEVELOP 1ME.NT November 16, 2017 By Hand Delivery Elizabeth S.Jenkins, Director Planning& Development Department Town of Barnstable 200&367 Main Stree Hyannis, MA 02601 RE: 255 Main Street-Application for Certificate of Appropriateness Dear Ms.Jenkins: It has come to my attention that the above-referenced application filed by my architects at Union Studio Architecture&Community Design("Union Studio"), and received by the Town on October 16, 2017,erroneously listed CapeBuilt Development as both the"Applicant"and the "Property Owner." While CapeBuilt currently has the property under contract as evidenced by the attached Purchase&Sale Agreement signed and dated July 12, 2017,the current owner is Paul Sage. Please treat this letter as an amendment of the above-referenced application to update the Property Owner as follows: Paul Sage 14 Main Street Hyannis, MA Please also update the phone number for CapeBuilt Development as 617-233-4897. All other information in the application submitted by Union Studio is accurate,with.the exception that "CapeBuilt" is property written as a single word. While I understand that it is commonplace for applications such as this to be filed by parties holding"site control'through Purchase &Sale Agreement, I have also enclosed a letter reflecting that the current owner of 255 Main Street was fully aware and supportive of my Application for Certificate of Appropriateness from the Hyannis Main Street Waterfront Historic District Commission. Please let me know if you require any additional information. Sincerel Robert L. Brennan,Jr. 11 Chestnut St.,Suite M304.o Amesbury, MA 01913 617-233-4897 November 16, 2017 - Elizabeth S.Jenkins, Director Planning&Development Department Town of Barnstable 200&367 Main Street Hyannis, MA 02601 RE: 255 Main Street, Hyannis Dear Ms.Jenkins: am writing to confirm that on July 12,2017, 1 signed a Purchase&Sale Agreement contracting to sell 255 Main Street to CapeBuilt Development. That contract remains in place and) have remained in communication.with Rob Brennan from CapeBuilt Development. I was aware of CapeBuilt's application to the Hyannis Main Street.Waterfront Historic District Commission.for a Certificate of Appropriateness. I support that application, and I urge the Commission to issue a Certificate of Appropriateness for CapeBuilt's proposed redevelopment of 255 Main Street. Sincerely, c �i Paul Sage Y Vu�JI - a 'a"' p F MEN M r� F F q P •� 1^ a 6 eM Y ; 5 255 MAIN STREET e t • II II %- I u ��• ° n I I n J n II II n n rlli n Ej I a4 4 II 9�9 3 �a .. .. II a 0 255 MAIN STREET s b. !! g z m O z s s a � u �.. e ------------------------------------- a -- € R 255 MAIN STREET 12 c 3 _.. d � 3 .....�.�::.e ",e�w�acmcm.aud4�'-v-amc�.cgg � afta v a a a m A � x C ----------------------- -------------- WN y �a 255 MAIN STREET €!z O f g ---------------------- ................... 011 xb� 3 s ... 1 i 3 ° ---- ., 1 `a ------------------- FT g� sill, R ; a 255 MAIN STREET s ..................... ----------------------------------------------- jl EI ------- i` 5• -------------- �\\NN" qr �/ ROSS$` ----------' ____:__::-__-_ -- -------- ------------ 7. 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H) . \I M2 � ( ` z y«xy#J wr, _ \> \\ . . w , j/ c � ® ®\ ag g a5-5 �Ga � C i 9K 1 SS v 1 u�� u �I'f 13 L�o � s -- DSDI I -X! 11 y } Lo '= 71 �_ --- „I Oil 255 MAIN STREET i € s� z ® r ' € a r--------------------------------------------..._.._. c i I _-_--__—______________ ____._-_-_-__---; ------------ ------------------------------------ y -------------- y o W i e ; s II ---- -- ---- A 39 r a aa.aa m 255 MAIN STREET23 CD yzn 59 � G I Ilkm — g I `S` �Sa6 s p I I I I I I II, I i i,.ii El ® \I e l lt j Il' � oo II I II � I I d I,I III I I I� I It ry I �,I I 1 I I I I I T�3 X A j;3;a 3 0 255 MAIN STREET f 9 � � I II�HtNW XI a y0=6r}�II � I� I�I I I I II I I fill i /f/ I I fi a a a a- �;� � �9 a aa�93e _a ll 9; 1 ;� '� �ex'a €a3 obi do a�"6 3 :� [�g� u all 'H 8i 5 I IC E i3.Ea 255 MAIN STREET i -- z5c 7 Town of Barnstable Building .i. - �Past:This Card So�That,it isU�sibie�From,the•Street-A roved:Plans Must be;:Retamed,on,lob andahis Card Must begyKept,; � 14Ass Permit Poste Until=Final lns,ectton.Has Been IVlade . ; .. � h � ` � � �Certificate�o: < " '` - �' �'"'" " .`"`` ' Bu�ltl�n"�sFiall Not be Qccu""ied�untiha Fina141ns ection has been'ma;de �\ Where a f Occupancy is Requ�i ed,such g p P ..a&�.r.�:,�.��,.�'z.: <c a ":,�2�;..,<.,�-..' ,. A. ,\�,,;..s.�. C:'" a<.z�.�.s»-:„� ,< >:d ,` ":��... y:.:. xr n.. N�3:%' .?�• :t��b�..� <..,.. .. :r.,S#"a.. .per-� .wk"`�e...a�.:. u::�..:::a<�, a.ia"a' Permit No. B-19-867 Applicant Name: GARY A BARBER Approvals Date Issued: 03/27/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 09/27/2019 Foundation: Location: 255 MAIN STREET(HYANNIS), HYANNIS Map/Lot 327 247 Zoning District: HVB Sheathing: Owner on Record: CAPEBUILT 255 MAIN STREET LLC Z' con tractorName, RONEI T ANDRADE Framing: 1 Address: 11 CHESTNUT ST STE M304 Contractor,,,License CS 098703 2 AMESBURY, MA 01913 Est, Project Cost: $ 1,596,470.00 Chimney: Description: Demo addition to rear of building and rebuildRenovat�on of Permit�Fee: $ 14,737.88 710+3 I-L..ocR. existing building both interior and exterior. , Insulation: CHANGE OF CONTRACTOR 7/16/19 TO RONEIMKANDRADE Fee Paid $ 14,737.88 Date 3/27/2019 Final: Project Review Req: iw n �Ar � �r�� Plumbing/Gas 5 rRough Plumbing: .. u B ilding Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorised by.�ths permit is commenced withm�six months after issuance. All work authorized by this permit shall conform to the approved application"'andthe approved construction documents for which t#his permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structuressshall.be in compliance with the local zoning by laws and.codes. R Final Gas: This permit shall be displayed in a location clearly visible from access street orroad-and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. A ' N Electrical The Certificate of Occupancy will not be issued until all applicable signufes by the Buildi g and Fire Officials a e at �provided on th s permit. if Minimum of Five Call Inspections Required for All Construction Work:; ; ., Service: \ s , ' 1.Foundation or Footing ROu h: 2.SheathingInspection �` ' g 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection S.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Application Number............................................................. BARNSTABIX MASS. Permit Fee... .............Other Fee,....................... 039. .............. ... ... �D TotalFee Paid.................................................................. ...... TOWN OF BARNSf4BLE Permit Approval by...................I..............On........................... e BUILDING PERMIT Map.-J-0-1..................Pamel...... APPLICATION Section 1 — Owner's Information and Project Location Pro ect Address ;,75-� 10111v S7— Village Owners Name Owners Legal Address_ CAP 5=� 6E�1-le &a City State /U4 zip 0 If Owners Cell #1/7 It-00 77 E-mail Section 2 —Use of Structure Use Groul) 0--*'Commercial Structure over 35,000 cubic feet El Commercial Structure under 35,060 cubic feet El Single/Two Family Dwelling Section 3 — Type of Permit Fj New Construction Move/Relocate E] Accessory Structure E] Change of use El Demo/(entire structure) El Finish Basement El Family/Amnesty El Fire Alarm Rebuild 0 Deck Apartment El Sprinkler System F� Addition Retaining wall Fj Solar YRenovati; Pool Insul.ation Other-Spec Section 4 - Work Description Last undated: 11/15/2018 Application Number.................................................... Section 5—Detail " T'4 Cost of Proposed Construction Square Footage of Project Age of Structure Dig Safe Number #Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ' t ❑ Fire Suppression " ` ❑ Add/relocate bedroom ❑ Heating System `� `' `❑ Masonry Chimney • Water Supply ,. ❑ Public ❑ Private- Sewage t Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7-Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No ❑ Section 8—Zoning Information i Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage # of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed 7 ..-Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 11/15/2018 T � Application Number........................................... Section 9- Construction Supervisor Name 6W 4244 Telephone Number 2 Address 3,�l .f�pl1/�,, 5� City g�Z,✓— State _Zip o '1/ License Number W 03 License Type C s Z Expiration Date .;z O If Contractors Email kIZAApi6y Cell # :;Y/ —�'�6 —125%' I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section 10—Home Improvement Contractor Name . Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: ,Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signatur Date D Print Name jPe.7rz%_e f * ,"w Telephone Number '526 r E-mail permit to: R1/15200 Last updated: 11/15/2018 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ ' Historic District ❑ Site Plan Review(if required) ❑ Fire Department - :❑ �,"�" ; Conservation ❑ '";` ''' �z" ` For commercial work,please take your plans directly to the fire department for approval FX Section 13— Owner's Authorization I, , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name Last updated: 11/15/2018 Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Con st\�i:;t-%1 A-'�bpq'visor I CS-098703 4pires 10/31/2019 RONEI T AND DE i 34 DEWEY S7 - SAUGUS MA4(4 V� Commissioner �� Y I' fze�oananoazusea�l�o�Cac�ucaetta i OHicwof Consuiner Affairs&Business'Regulation HOME I,MPROVEM.ENT CONTRACTOR TYPErCorooration 'i r{ rr� F� irP atlon , $97 10/23/2020 MILLBROOK COILI:t T^U` _,� GRP. I RONEI T.DE ANDfA = 34 DEW'EY ST. SAUGUS,MA 01'906 Und"ersecrdt8ry: 1 t y� X The Commonwealth of Massachusetts / \ Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Bw7ders/Contractors/Electricians/Plumbers Applicant Information Please Print Lezibly rari Name(Business/Orgmion/Individual): Az/a4Of?'L Address: 31f .P-P / _r7- City/State/Zip: v /fa Phone#: e/ - z 6- /az Are you an employer?Che&the appropriate box: Type of project(required): 1. I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7.gRemodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity.acttY• employees and have workers' [No workers'comp.insurance comp•insurance. t 9. El Building addition required.] S. ❑ We are a corporation and its 10.❑Electrical repass or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. , I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/ Attach a copy of the workers'compensation policy declaration page(showing the policy nu ber and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certify Wderthep ' d penalties of perjury that the information provided above is true and correct. Si Date: O i0nez4O1 Phone#: 3'6 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person id the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or budding appurtenant thereto shall not Because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct bwldmgs.in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLQ or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to buffo leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwwlth of Massachusetts Department of Industrial A'cxidents - _ face of Investigations 600 Washington Street Bostm MA 02111 - Tel.#617-727-4900 W 406 or 1-877-MASSAM Revised 4-24-07 Fax#617-727-7749 www.maw.gov/dia �oFIME r Town of Barnstable ti o„ $uildin9 Department.Services inaxszas Brian Florence, CBO Building Commissioner . ATED �A 200..Main Street,Hyannis,MA 02601 www.town.barnstable.ma. s Office: 508-862-403 8 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR A SSUMPTION.OF RESPONSIBILITY I, 92&je/ qG� , Construction Supervisor License hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit#b����AC7Z issued to (property address) 4*/r►/ 7�- hl �" J 474 on d/ �� , 201�. The following documents are attached: copy of my Massachusetts-State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my Home Improvement Contractor registration(if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit.. Road Bond(if applicable) LICENSE HO DATE q/forms/newcontrb rev:08/23/17 7012/26/2019 (MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE IDDfY THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). ,RODUCER CONTACT NAME: Robert Marino R&RInsurance PHONE (781)289-3627 FAX (781)289.4147 A/C No Ext: A/C,No): 106 Revere Beach Parkway E-MAIL SS: Bmarino@rrinsurance.net ADDRE INSURER(S)AFFORDING COVERAGE NAIC p Revere MA 02151 Evanston Insurance Company INSURER A: p y JSURED Ace American Insurance Company INSURER B: P y Millbrook Construction Corp INSURER C: 34 Dewey Street INSURER D: INSURER E: Saugus MA 01906 INSURERF: :OVERAGES CERTIFICATE NUMBER: CL1922602429 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. R TYPE OF INSURANCE POLICY EFF POLICY EXP INSD WVD POLICY NUMBER MMIODIYYYY MMIDD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED 50,000 PREMISES Ea occurrence $ MED EXP(Any one person) $ 1,000 A 3AA319542 01/11/2019 01/11/2020 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY ❑PRO- 2,000,000- OTHER: Employee Benefits $ 0 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER B ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? NIA 6S62UB-2E37536-6-17 02/19/2019 02/19/2020 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 100,000 -ESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES.(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) :ERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. i AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. CORD I re registered marks of ACORD VE r Town of Barnstable Building Department Services . MUMSCABIX : Brian Florence,CBO Mass. i639-� �m Building Commissioner ArED p�p`l 200 Main Street,Hyannis,MA 02601 www.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR owner of property located at hereby certify that ( is no longer Construction Supervisor Este on the application for the project under construction as authorized by building permit# " Q 17 , issued on 3 2 2011_. I understand that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. -7 9 PROPERTY OWNER,' DATE q/fonns/newcontr reference R-5 780 CMR rev:08/23/17 �V Town of Barnstable Building Department Services '" , Brian Florence,CBO 05 �`� Building Commissioner 200 Mein Street,Hyannis;MA 02601 www.town.barnstabkIu2.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I ,as Owner of the subject property ALhereby authorize �1e to act on my behalf in all matters relative to work authorized by this building permit application for. (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. ature o Owner Signature of Applicant 7 Print.Name f Print Name Date Q:FORM&OWNERPERNSSIONPOOLS Rev:09/16/17 Town of Barnstable Building Department Services Brian Florence,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 taws�e. www.towmbarnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LdCENSE Ex uwnm Please Print DATE: JOB LOCATION: number street village "HO1v1EOWNMr* name home phone# work phone# CURRM,rr MAILING ADDRESS: citykown stow. zip•code The current exemption for"homeowners"was extended to include owner-occupied dwellines of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,to gvided that the owner acts as su pervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner.�Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. t The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signatue of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION �. The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors),provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15).This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part,-of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor: On the l4Coage this issue is a form currently used by several towns. You may care to amend and adopt such a forniUcertification for use is your community. Q:\WPFl1M\FORMS\buUding permit foims\EXPRESS.doc 08/16/17 i y AC"R" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 07/11/2019 THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Robert Marino NAME: R&R Insurance Agency,Inc PHE (781)289-3627 FAX (781)289-4147 ,CON No Ext: AIC,No 406 Revere Beach Parkway E-MAIL Bmarino@rrinsurance.net ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Revere MA 02151 INSURER A: Evanston Insurance Company INSURED INSURER B: Ace American Insurance Company Millbrook Construction Corp INSURER C: 34 Dewey Street INSURER D INSURER E $aU9US MA 01906 INSURER F: COVERAGES CERTIFICATE NUMBER: CL1971102453 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBK POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD AVID POLICY NUMBER MM/DDIYYYY MMIDDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE F OCCUR DAM'IS (EaENTED 50,000 PREMISES Ea occurrence $ MED EXP(Any one person) $ 1,000 A 3AA319542 01/11/2019 01/11/2020 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY JECT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: Employee Benefits $ 0 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOSONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ +EXCESS LIAB CLAIMS-MADE AGGREGATE $ ED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY v/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ B OFFICER/MEMBER EXCLUDED? ❑ NIA 6S62U6-2E37536-6-17 02/19/2019 02/19/2020 100,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 100,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town Of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis MA 02601 @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD f Date: April 13, 2018 To: Building File RE: Impeding HC Access on Sidewalk Address: 253 (?) Main Street, Hyannis-Official Street Number Unknown Originator: Karen- Planning Complaint: Articles and items for sale on sidewalk—unable to pass Enforcement Process Steps ® 1. Initiate local investigation: BC ® 2. Document/enter into system Yes ® 3. Contact ® Property Owner 5. Seek access to subject property 6. Seek administrative warrant (if necessary) NA 7. Notify state authorities of findings NA 8. Document conclusion OPEN 9. Referred BC 10. Stop Work/Cease & Desist Order Property Commercial property located next to Furman Building on Main Street History Currently, a retail consignment store (Compass Rose) occupies the ground floor unit. 04/13/2018 Articles and furniture placed on sidewalk for display are impeding HC access and access of pedestrian and strollers. 05/03/2018 Clothing rack installed outside on sidewalk. r Y 3 y f . iOpD °e.°od0'� ARCHITECTURE COiIMMUNITY DESIGN — -- UNION STUDIO July 6, 2018 255 Main Street Hyannis,MA Code Search-Accessibility for 255 Main Street, Hannis: o MA State Building Code-Chapter it:Accessibility • Replaces in full Chapter a of IBC with MA CMR 521 o MA CMR 521 • 521 CMR 3.00: JURISDICTION: ■ 3.3 EXISTING BUILDINGS: "All additions to, reconstruction,remodeling, and alterations or repairs ofexistmg public buildings of facilities, which require a building permit or which are so defined by a state or local inspector, shall be governed by all applicable subsections in 521 CMR 3.00:JURISDICTION. For specific applicability of521 CMR to existing multiple dwellings undergoing renovations, see 521 CMR." 3.3.2"If the work performed, including the exempted work, amounts to 30%or more of the full and fair cash value of the building, the entire building is required to comply with 521 CMR". Project is defined as Existing Building, ■ 521 CMR 9.00: MULTIPLE DWELLINGS: ■ 9.1 GENERAL: "A multiple dwelling is considered to be either a lodging facility or a residential facility for hire, rent, lease, or sale containing three or more dwelling units in a building. . .For public and common use spaces in Multiple Dwellings, See 521 CMR 1o.00: Public Use and Common Use Spaces in Multiple Dwellings." Project is defined as Multiple Dwelling Buildi g' ■ 9.2 APPLICABILITY: •3 9.2.1"Renovation and reuse:Any building previously occupied for any purpose, which is converted renovated, reconstructed, altered or remodeled for residential use after this date is exempt from 5z1 CMR 9.3 Group 1 Dwelling Units' Group_i Dwelling Units are not required because Project is a c ersion/renovation/reconstruction to residential use after September 11 i40 Union Street Providence, Rf o2go3 t c01.272.4724 www.imionstudioarch.coni iQ� OD�Qi >.va�Ad f ARCHITECTURE & COM MUNITY DESIGN _ UNION STUDIO ❖ 9.2.2. "Renovation and reuse of dwelling units is subject to 521 CMR 9.4, Group 2 Dwelling Units through 521 CMR 9.5 Dwelling Unit Interiors provided the work being performed,in a three year period, exceeds 30%of the full and fair cash value of the building. Work performed to public use and common use areas,however, is subject to all of521 CMR 3.3" 9.4 GROUP 2 DWELLING UNITS: "In multiple dwellings that are for rent,hire, or lease but not for sale)and contain 20 or more units, at least % of the dwelling units must be Group 2A units." Group 2 Dwelling Units are not required because it only has io dwellll g ut nits. • 521 CMR io.00:PUBLIC USE AND COMMON USE SPACES IN MULTIPLE DWELLINGS ■ io.i GENERAL: "The public use and common use spaces of multiple dwellings in existing buildings consisting of 12 or more units in a building, shall be accessible and shall comply with 521 CMR. . .Public and common use spaces are those spaces inside or outside a building that are used by residents and/or visitors. Public use and common use spaces shall include but not be limited to community facilities, meeting rooms,restaurants,recreation spaces,health facilities,pools,public toilet rooms,laundry areas, trash areas, storage areas, mailboxes, walks, sidewalks,parking lots andgarages, entrances, elevators,lobbies and foyers, as well as corridors and stairways leading to dwelling units". Public and coon use_spaces Ire required to be accessible because Project on mm y has io dwelling units, • 521 CMR 28.00: ELEVATORS ■ 28.1 GENERAL: "In all multi-story buildings and facilities, each level including mezzanines, shall be served by a passenger elevator. . .Accessible elevators shall be on an accessible route and located within the space with which it is intended to serve. Elevators are not required under the following exceptions: ❖ f.Multiple dwellings where all accessible rooms and all public use and common use spaces are on the accessible level' Project is not required to have an elevator because it requires no accessible dwelling' RP its or p m ublic/comon use spaces on the 21d floor or in the basement, and the accessible public/common use spaces (part of the accessible Commercial use) a_re on the ground accessible level 140 Union Street Providence, RI 02903 t 401.272.4724 www•.unionstudioarch.com Town of Barnstable _ Building Post:This Card So That'it.is Visible,From ahe Street Approved Plans Must be Retained on Job and this Card Must be Kept BARN�'lA i . PA OLS13.. Posted Until Final Inspection Has Been Made. i PeY'i111� sbsq 1 1 0. Where a�Certificate of.Occupancy is Required,such Building-shall.Not be Occupied until a Final Inspection has been made r�r Permit No. B-19-867 Applicant Name: GARY A BARBER Approvals Date Issued: 03/27/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 09/27/2019 Foundation: Location: 255 MAIN STREET(HYANNIS), HYANNIS Map/Lot: 327-247 Zoning District: HVB Sheathing: z Owner on on Record: CAPEBUILT 255 MAIN STREET LLC Contractor Nam",GARY A BARBER Framing: 1 Address: 11 CHESTNUT ST STE M304 I Contractor License: CS-017183 2 AMESBURY, MA 01913 . i ''N,� Est. Project Cost: $ 1,596,470.00 Chimney: Description: Demo addition to rear of building and rebuild. Renovation of Permit Fee: $ 14,702.88 Insulation: existing building both interior and exterior. i i Fee Paid:' $ 14,702.88 Final: Project Review Req: . Date: 3/27/2019 Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is com menced within six months after issuan Mcia Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work:t 1.Foundation or Footing Service: 2.Sheathing Inspection •`' Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in-MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: t E j - r O Application Number...... .....C�..-.. j.. ................. BUIL' DING DEFT lsa p1�g IrfA �Q i Permit Fee.. 7�'! y,.} .....:...Other Fee........................ �V 11 Uf i` H_0 Total Fee Paid............................................................... ...... TOWN OF BARNSTABLE Permit Approval by.... F ...:....on.... BUILDING PERMIT 5 APPLICATION Section 1 — Owner's Information and Project Location ' Project Address �.S C P'JA?-1 AJ / Village-/-/ K A N(IV /,,S Owners Name 6q?J54 V Lam. ! f�? M 41 'V SCM 1,L-,C. Owners Legal Addresses f CH -j Aj&l i City A n.2 r -1z5nf State �� _ zip Owners Cell# 46 / 7.'Z 67 E-mail rQL JCAJMZtJJAq: C Section —Use of Structure Use Group Z .Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3—Type of Permit i ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement- ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment © Sprinkler System Vdition ❑ Retaining wall ❑ Solar novation; ❑ Pool ❑ Insulation Other—Specify Section 4 - Work Description Last updated. 11/15/2018 R L^' Application Number........................................... ....... 1 Section 5—Detail � #70 Cost of Proposed Construdd.on Square Footage of Project Age of Structure / 9 O Dig Safe Number # Of Bedrooms Existing O Total#Of Bedrooms (proposed) Z 110 MPH Wind Zone Compliance Method V MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics Wiring t k ❑ Oil Tank Storage Smoke Detectors ET' t Plumbing Gas' t ..g + : [ ire Suppression 5; Heating System` ❑ Masonry' Chimney 5 'Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal. [: Munici al ❑ On Site g P P Historic District F✓ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane I Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District 14 V S - - - Proposed Use Lot Area Sq. Ft. J ., } Total Frontage Percentage of Lot Coveraga.M. egX of Dwelling Units (on site) Setbacks Front Yard Required Proposed 9 • t O Rear Yard Required Proposed Side Yard . ' Required- Proposed" Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No — Last updated: 11/15/2018 Nickechnie, Robert From: Gary Barber <gabme@comcast.net> Sent: : Tuesday, March 26, 2019 4:07 PM To: Mckechnie, Robert Subject: Fwd: RE: HYM I Initial Construction Control Affidavits Attachments: MA-In itial-Construction-Control-Doc-(Affidavit)_HYM-255-Mai n_template.docx For your use. ------ Original Message ---------- From: Paul Attemann<Paul2unionstudioarch.com> To: 'Mike Camera' <mcamerana,cameraoneill.com> Cc: Ian Manire <Iangunionstudioarch.com>, " a�2comcast.net" < ag bmegcomcast.net> Date: March 26, 2019 at 1:10 PM Subject: RE: HYM I Initial Construction Control Affidavits Mike, Apologies for asking you to do this again, however the building department is requiring us to check both boxes for New Construction and Existing. We had only Existing checked. Could you please overnight two wet stamped affidavits to: Gary Barber 14 Farm Hill Road Dennis, MA 02638 Please confirm receipt and that certs were sent out to day. Many thanks! Paul Paul Attemann, AIA,CNU, LEER-AP UNION STUDIO ARCHITECTURE&COMMUNITY DESIGN 401.272A724 T From: Paul Attemann Sent: Monday, March 04, 2019 5:27 PM To: Mike Camera<mcameragcameraoneill.com> Cc: Ian Manire <Ian2unionstudioarch.com> Subject: RE: HYM I Initial Construction Control Affidavits i <j Thanks Mike! Please send hard copies to Gary Barber. Paul Attemann, AIR,GNU,LEED-AP UNION STUDIO ARCHITECTURE&COMMUNITY DESIGN 401.272.4724 T From: Mike Camera<mcameragcameraoneill.com> Sent: Monday, March 04, 2019 3:03 PM To: Paul Attemann <Paulgunionstudioarch.com> Cc: Ian Manire <Iangunionstudioarch.com> Subject: Re: FW: HYM I Initial Construction Control Affidavits I got it here is your scanned copy (attached) On Mon, Mar 4, 2019 at 12:24 PM Paul Attemann<Paulgunionstudioarch.com> wrote: Hi Mike, Please confirm that you received this email and have sent out your affidavit. Thank you, Paul Paul Attemann, AIA,CNU, LEER;AP UNION STUDIO ARCHITECTURE&COMMUNITY DESIGN 401.272.4724 T From: Paul Attemann Sent: Thursday, February 28, 2019 3:29 PM To: Gianni Ruggiero <grug ig ero@edesignservice.com>; 'Mike Camera' <mcamerageameraoneil1.com> 2 .e� Cc: William T. Mayer III <wmayer v,edesignservice.com>; Ian Manire <Ian cgunionstudioarch.com>; Douglas Kallfelz <Douglasgunionstudioarch.com>; Gary Barber< ag brae cgcomcast.net> Subject: HYM I Initial Construction Control Affidavits Team, Ownership is submitting for building permit application. Although you provided us electronic versions of the Initial Construction Control Affidavit back in November, the building official is requiring that these be wet stamped. The good news is, that the drawings (which Ownership already has) can be electronically stamped and signed. Attached is the template in Word—please fill out with your respective fields (EDS for MEP and FP) and send two originals of each directly to: Gary Barber 14 Farm Hill Road Dennis, MA 02638 Before you send to Gary, please scan and send to me and Ian for our records. Many thanks! Paul Paul Attemann,AIA,CNU,LEER-AP SENIOR ASSOCIATE UNION STUDIO 3 ARCHITECTURE&C0PAIAUNI T Y DESIGN 140 UNION STREET PROVIDENCE,RI 02903-1714 401.272.4724 T 401.272.4825 F PAUL(a)UNIONSTUDIOARCH.COM WM.UNIONSTUDIOARCH.COM Michael Camera, P.E. - 71 Structural Engineering RI-MA-Cf-ME-VT-NH-NY-PA 201 Clocktower Square Portsmouth,RI 02871 Office Direct Line:401.685.6609 Mobile:401.578.2983 mca mera(olcameraoneill.com www.cameraoneill.com www.facebook.com/cameraoneill CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! 4 Mckechnie, Robert From: Mckechnie, Robert Sent: Monday, March 25, 2019 11:24 AM To: 'rob@capebuilt.com' Subject: Application for Permit#TB-19-867, 255 Main Street, Hyannis Good Morning, I have started the review of your application.The first item that needs to be addressed are the Initial Construction Control Affidavits. All of them are checked for existing construction. They need to be checked for new construction also unless other professionals are assuming the responsibility on the new construction. An Initial Construction Control Affidavit is required for the architectural portion also. You should have provided the number of apartments and business spaces in your permit description but I will note it on the permit. Please submit the affidavits as soon as possible to avoid delays. I don't need clarification on anything else at this time. Thank you, Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 1 Initial Construction Control Document TZ To be submitted with the building permit application by a BUILDING DEP i. Registered Design Professional for work per the 9th edition of the 5�1b Massachusetts State Building Code, 780 CMR, Section 107.6.2� Project Title: 255 Main Street Date: 02/28/19 Property Address: 255 Main Street,Hyannis,MA Project: Check(x) one or both as applicable: (X) New construction (X)Existing Construction Project description: Renovation of an existing mixed-use building with deli/cafe with retail component on firstfloor & 10 new residential units at second and third floors.Project includes associated site improvements. I, Donald Powers,MA Registration Number: 30297 Expiration date: 8-31-2019, am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Entire Project (X) Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.) together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: Phone number: Email: D �����itE ��T 401-272-4724 don@unionstudioarch.com ® AIce ,�� Na.so2s7 PROVIDENCE, y �. RI �a V rs Building Official Use Only i Building Official Name: Permit No.: Date: Note 1.Indicate with an `x' project design plans,computations and specifications that you prepared or directly supervised.If`other' is chosen, provide a description. Were Sequence#» Initial Construction Control Document To be submitted with the building permit application by a0� . Registered Design Professional _ for work per the 91" edition of the y Massachusetts State Building Code, 780 CMR, Section 107.6.2 o,�M Sye� Project Title:255 Main Street Date:February 28,2019 Property Address: 255 Main Street,Hyannis MA Project: Check(x)one or both as applicable: XX New construction XX Existing Construction Project description: Renovation of an existing mixed-use building with deli/cafe with retail component on first floor& 10 new residential units at second and third floors. Project includes associated site improvements. I, Michael V. Camera,P.E. MA Registration Number: 48420 Expiration date: 6-30-2020, am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Entire Project Architectural XX Structural Mechanical Fire Protection Electrical Other: for the above named project and that such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR), and accepted engineering practices for the proposed project. I understand and agree that 1(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, l shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: d Phone number: Email: �® OF A�4ss 401-685-0609 mcamera@cameraoneill.com p���' e y 9I 1lhl, ��"= N �- 'Ru,9 . � 'uIONA. 4a Building Official Use Only Building"Official Name: Permit No.: Date: Trial Version 10 09 2012 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional OWE for work per the 9th edition of the o, Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: 255 Main Street Date: 2/28/19 Property Address: 255 Main Street,Hyannis,MA Project: Check(x)one or both as applicable: (X) New construction (X)Existing Construction Project description: Renovation of an existing mixed-use building with deli/cafe with retail component on firstfloor & 10 new residential units at second and third floors.Project includes associated site improvements. I, Glen G.Markey,MA Registration Number: 41542 Expiration date: 0613012019, am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Entire Project Architectural Structural Mechanical Fire Protection Electrical X Other.Plumbing for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: OF v1ECH �C 154 G/•3TCli�('-O QAlk 1 Phone number: Email: (401)765-7659 gmarkey@edesignservice.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Initial Construction Control Document To be submitted with the building permit application by a a d Registered Design Professional 1�ez for work per the 9`' edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2�1-k, <®+ Project Title: 255 Main Street Date: 2/28/19v /-9 Property Address: 255 Main Street,Hyannis,MA Project: Check(x)one or both as applicable: (X) New construction (X)Existing Construction Project description: Renovation of an existing mixed-use building with deli/cafe with retail component on firstfloor & 10 new residential units at second and third floors.Project includes associated site improvements. I,Raymond W.Dusseault III, MA Registration Number: 40709 Expiration date: 0613012019,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': .Entire Project Architectural Structural Mechanical Fire Protection X Electrical Other: for the above named project and that such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: OF ti UL C • _- 9 • ° p o .c` • y''�.,,FS rOld'RL E � Phone number: Email: (401)765-7659 rdusseault@edesignservice.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Initial Construction Control Document 4 To be submitted with the building permit application by a Registered Design Professional for work per the 9`h edition of the �e��� Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: 255 Main Street Date: 2/28/19 Property Address: 255 Main Street,Hyannis,MA Project: Check(x)one or both as applicable: (X) New construction (X)Existing Construction Project description: Renovation of an existing mixed-use building with deli/cafe with retail component on firstfloor & 10 new residential units at second and third floors.Project includes associated site improvements. I, William T.Mayer III,MA Registration Number: 46021 Expiration date: 0613012019,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Entire Project Architectural Structural X Mechanical Fire Protection Electrical Other: for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: WILIAM G � I i A� Phone number: Email: (401)765-7659 wmayer@edesignservice.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an `x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Initial Construction Control Document To be submitted with the building permit application by a r d Registered Design Professional T•�; for work per the 9 h edition of the W- Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: 255 Main Street Date: 2/28/19 << Property Address: 255 Main Street,Hyannis,MA Project: Check(x)one or both as applicable: (X)New construction (X)Existing Construction Project description: Renovation of an existing mixed-use building with deli/cafe with retail component on firstfloor & 10 new residential units at second and third floors.Project includes associated site improvements. I, Glen G.Markey,MA Registration Number: 41542 Expiration date: 0613012019, am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Entire Project Architectural Structural Mechanical X Fire Protection Electrical Other: Plumbing for the above named project and that such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: 4F M r ECHA 41 e. MAL • ago �� Phone number: Email: (401)765-7659 gmarkey@edesignservice.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an `x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description.' Initial Construction Control Document H To.be submitted with the building permit application by a Registered Design Professional. for work per the 9`h edition of the �M1, SJ wed Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: 255 Main Street Date: 02/28/19 Property Address: 255 Main Street,Hyannis,MA Project: Check(x)one or both as applicable: (_) New construction (X)Existing Construction Project description: Renovation of an existing mixed-use building with deli/cafe with retail component on firstfloor & 10 new residential units at second and third floors.Project includes associated site improvements. I, Donald Powers,MA Registration Number: 30297 Expiration date: 8-31-2019, am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Entire Project (X) Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: . 1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: Phone number: Email' 401-272-4724 don@unionsiudioarch.com ra y NG.30297 l PROVIDENCE, r� a � Rl \d Building Official Use Only - Building Official Name: Permit No.: Date: Note 1:Indicate with an x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen,. provide a description. Initial Construction Control Document a To be submitted with the building permit application by a Registered Design Professional ,s for work per the 9th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: 255 Main Street Date: 2/28/19 Property Address: 255 Main Street,Hyannis,MA Project: Check(x)one or both as applicable: U New construction (X)Existing Construction Project description: Renovation of an existing mixed-use building with deli/cafe with retail component on firstfloor & 10 new residential units at second and third floors.Project includes associated site improvements. I, William T.Mayer III,MA Registration Number: 46021 Expiration date: 0613012019, am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Entire Project Architectural Structural X Mechanical Fire Protection Electrical Other: for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that'l(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: l. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: 4��pOf ygss YAWAII T.icy N R III s� tq Phone number: Email: (401)765-7659 wmayer@edesignservice.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description.' Initial Construction Control Document a To be submitted with the building permit application by a Registered Design Professional for work per the 9'h edition of the �Ovs4a Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: 255 Main Street Date: 2/28/19 Property Address: 255 Main Street,Hyannis,MA Project: Check(x)one or both as applicable: New construction (X)Existing Construction Project description: Renovation of an existing mixed-use building with deli/caN with retail component on firstfloor & 10 new residential units at second and third floors.Project includes associated site improvements. I,Raymond W.Dusseault III, MA Registration Number: 40709 Expiration date: 0613012019, am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Entire Project Architectural Structural Mechanical Fire Protection X Electrical Other: for the above named project and that such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the. contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: �pNuuururq��� +* r%QF go 00 X E o s� 000 p •�Q Phone number: Email: (401)765-7659 rdusseault@edesignservice.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other' is Chosen, ` provide a description. Initial Construction Control Document To be submitted with the building permit application by a oil Registered Design Professional for work per the 9th edition of the a Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: 255 Main Street Date: 2/28/19 Property Address: 255 Main Street,Hyannis,MA Project: Check(x)one or both as applicable: (__) New construction (X)Existing Construction Project description: Renovation of an existing mixed-use building with deli/cafe with retail component on firstfloor & 10 new residential units at second and third floors.Project includes associated site improvements. I, Glen G.Markey,MA Registration Number: 41542 Expiration date: 0613012019, am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Entire Project Architectural Structural Mechanical X Fire Protection Electrical Other: Plumbing for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: ' �EptH OF � G GLE KA P Qr TE��� a NAL Phone number: Email: (401)765-7659 gmarkey@edesignservice.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an `x'project design plans,computations and specifications that you prepared or directly supervised.If`other' is chosen, provide a description. Initial Construction Control Document a To be submitted with the building permit application by a Registered Design Professional �< for work per the 9th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: 255 Main Street Date: 2/28/19 Property Address: 255 Main Street,Hyannis,MA Project: Check(x)one or both as applicable: New construction (X)Existing Construction Project description: Renovation of an existing mixed-use building with deli/cafe with retail component on firstfloor & 10 new residential units at second and third floors.Project includes associated site improvements. I, Glen G.Markey,MA Registration Number: 41542 Expiration date: 0613012019,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Entire Project Architectural Structural Mechanical Fire Protection Electrical X Other:Plumbing for the above named project and that such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (786 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: 0f OL CHA t V ANAL E�\®a, Phone number: Email: (401)765-7659 gmarkey@edesignservice.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an `x' project design plans,computations and specifications that you prepared or directly supervised.If`other' is chosen, provide a description. «Merge Sequence#n Initial Construction Control Document To be submitted with the building permit application by a N Registered Design Professional for work per the 91h edition of the OWE Massachusetts State Building Code, 780 CMR, Section 107.6.2 07M S`9� Project Title:255 Main Street Date:February 28,2019 Property Address: 255 Main Street,Hyannis MA Project: Check(x)one or both as applicable: New construction XX Existing Construction Project description: Renovation of an existing,inixed-use building with.deli/cafe with retail component on first floor& 10 new residential units at second and third floors. Project includes associated site improvements. I, Michael V. Camera,.P.E. MA Registration Number: 48420 Expiration date: 6-30-2020, am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Entire Project Architectural XX Structural Mechanical Fire Protection Electrical Other: for the above named project and that such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: Phone number: Email: 401-685-0609 mcamera@cameraoneill.com G A �. dP N Building Official Use Only Building Official Name: Permit No.: Date: Trial Version']00921012 Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constreti$r�ISi)pervisor CS-017183 #; Expires: 04129I2020 GARY A BARBER t r 14 FARM HILiiRD DENNIS MA 02638 Commissioner } i y l • The Commonwealth of Massachusetts Department of IndustrialAccidents Of,f ce of Investigations 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organizagon/Individual): (, Address: / f"A V2-YJ'*1 k4- l I-•t-, �G•'.� City/State/Zip• hone#: �C� 4-1 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with- 4. 0 I am a general contractor and I ' loyees(full and/or part-time).* have hired the sub-contractors 2. ❑New construction 2.E I am a sole proprietor or partner.; . listed on the attached sheet. 7. remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for mein any capacity. employees and have workers' 9. ❑Building addition -. [No workers' comp.insurance comp,insurance.: required.] S. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 L❑Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.❑Roof repairs k mrrance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.] `Any applicant that checks box#1 must also fill out the section below showing theirmorkers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certify under the pains and pen of perjury that the information provided above is true and correct Signature: 1A, Date: Phone W7 Z:!Lf r fficial use only. Do not write in this area;to be completed by city or town official ity or Town: Permit/License# suing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions , Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and inchuiing the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant'thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of.a.license or permit to operate a business or to constrict buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the'insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public-work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant e e number which will be used as a reference number. In addition,an applicant Please be sure to fill m the permit/license n, that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would lice to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: t ' c The Commonwealth of Massachusetts Department of Indu*ial Accidents Office'of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.mm.gov/dia f • Application Number........................................... Section 9- Construction Supervisor Name/A 1Z%-f A, 86j&�` Telephone Number 0$ Address X:�j r 7 /41LJ� City Vr /FAJA-Mj State Zip (0-3y License Number 01 ? 1 License Type Expiration Date Contractors Email 43 r»vge wJ j cj4,-f—j . AVrCell#-Y/3/,,2 6In 7,1 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 a CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and- documentation-required by 780 CMR and the Town of Barnstable.Attach a copy of your license . ,W '� �r ;% Signature T '' Section'10'-Home Improvement-Contractor' = Name Telephone Number a Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with-'780" CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... ` Signature Date Section 11 -Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Dated Print N e 6 j.4(fL-1 {` E47, Telephone Number%�OX9 1-7'/ E-mail permit to: y A. 0 "� Last updated: 11/152018 1 Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ _ - " '� Conservation For commercial work,please take your plans directly to the fire department for appr&A Section 13— Owner's Authorization ' h4s4, G� �; ,d,✓ .�- _ , as Owner of the subject property hereby authorize. to act on my behalf, in all matters relative to work'authorized by this building permit application for: Address of j ob) - I Sig iature,of Owner date -L� %• Print Name MAWA&"� 1 a { i ; Last updated: 11/15/2018 All . MVa Town of Barnstable Hyannis Main Street Waterfront.Historic District Appeals Committee Decision and Certificate of Appropriateness CapeBuilt Development 255 Main Street, Hyannis Appellant: CapeBuilt Development, LLC 11 Chestnut Street, Suite M304,Amesbury, MA 01913 Property Address: 255 Main Street, Hyannis Assessor's Map/Parcel: 327/247 Property Owner: Paul Sage, 14 Main Street, Hyannis, MA 02601 Hearing Date: January 18, 2018 The Hyannis Main Street Waterfront Historic District Appeals Committee(hereinafter"Appeals Committee"), pursuant to the Code of the Town of Barnstable Chapter 112, Historic Properties,Article III, Hyannis Main Street Waterfront Historic District, and Section 5-1 of the Town of Barnstable Home Rule Charter, hereby annuls the Decision of the Hyannis Main Street Waterfront Historic District Commission (HMSWHDC);the HMSWHDC voted to disapprove the project on December 6,2017 and issued a determination of disapproval on December 8,2017. Further,the Appeals Committee hereby issues a Certificate of Appropriateness for the renovations proposed for the property at 255 Main Street, Hyannis, as shown on Assessor's Map 327 as Parcel 247. The Appeals Committee considered the Determination of Disapproval issued by the HMSWHDC and found that: i. Section 112-31(E) states the Hyannis Main Street Waterfront Historic District Commission ("the Commission"), when issuing a determination to disapprove an application,shall set forth in its disapproval the reasons for such determination. ii. The Committee heard evidence, including the archive of the broadcast of the Commission's December 6, 2017 hearing, and found that the Commission, in issuing their determination to disapprove the application,did not provide on the record any reasons for a negative determination. The failure to provide such reasons for disapproval is not in compliance with Section 112-31(E). And based on those findings,the Committee voted to annul the decision of the Hyannis Main Street Waterfront Historic District Commission to disapprove the application for renovations to 255 Main Street, Hyannis. Present and voting in the affirmative to annul the HMSWHDC's decision were Alison Alessi, Chair; Sarah Colvin,and Kevin Bennett. 1 taw . The-AppealsCommittee considered the request by CapeBuilt Development,l l.0 or a Certificate of -Appropriateness and found that: After consideration of the testimony given and'materials submitted;:by'the Appellant and members of the public,the proposed renovations to 255 Main Street appropriately;contribute to the historic.character of the Hyannis Main Street Waterfront Historic Distriet.'The Committee considered the materials, design,color,and context of the proposed:renovations and:found them to be appropriate for the protection and preservation>of the`distria. . Based on these findings, the Committee,.voted: o,grant the ,certificate.of,appropriateness;subject'to :the following conditions: :).The request is approved;as presented.in"the application dated October 16,,2017. Present and voting;in the affirmative to:grant the certcate.of appropriateness were Alison`Alessi,Chair; Sarah Colvin,and Kevin Bennett.: ate % Alison Alessi,.Chair Date Hyannis Main Street Waterfront Historic District Appeais'Committee�. cc ' CapeWift Development,Applicant BOOM Commissioner' Fle i _ i 2.; V� .a �e,o Town of Barnstable OCT 76 Z017 Hyannis Main Street Waterfront Historic Dis riot Commission Application PLANNING&DEVELOPMENT Certificate, of Appropriateness Application is hereby made for the issuance of a Certificate of Appropriateness under M.G.L.Chapter 40C,The Historic Districts Act. for proposed work as described below and on plans,drawings or photogrraphs accompanying this application for. Assessor's Map.No. 32T Parcel No..,. 247 Address of Proposed Work 255 Main Street, Hyannis Applicant Name . Cape Built Development Applicant MailingAddress.11 Chestnut St,Suite M304Town/StatelZp Amesbury, MA .01913 ._ Applicant-Phone Number 978-2554600 Applicant E-Mail __. robacapebuilt.com - Property Owner Name Cape.Built Development Owner Mailing Address 11 Chestnut St, Suite M304; Town/Stater4p Amesbury, MA 01913 Owner Phone 978-255-4600 Agent or:Contractor Name Union StUd10 Architecture &'Community'Design Agent or Contractor Address 140 Union Street'' TownlState2ip . Providence, R1,02903 Agent or Contractor Phone 401-272-4724 Agentor Contractor,E-Mail paulAunionstudioarch.com PROPOSED WORK Please check all categories that apply: Building Type: Ex Commercial Residential Q Accessory, 0 Other. _ Work Proposed: 1. Building Construction: Qi New Building [X Addition Alteration 2. Exterior Alteration: endows ® Doors Siding Roof 0 Other demolition of a 1950's storefront addition & rear additions 3. Exterior Painting: 4. Signs: 0 New sign Q' Alteration to existing sign: `5. Accessory Improvement; x1 Fence 0 Parking Lot Q Outdoor Dining Q Awning/,Canopy `6. Other:' new dormers Page 1,of 3 ' C4 Hyannis Main.Stree.t Waterfront'Historic District Commission BUILDING MATERIAL SPECIFICATION SHEET Please complete this sheet only if new building construction or alterations to.an existing building are proposed. Fill out all sections that are applicable to your project. Include materials;specifications,dimensions and/or colors to be used. FOUNDATION -existing painted brick, see drawings:new:poured in place concrete existing: wood to match:existing; SIDINGTYPE new: fiber-cemnt lap siding COLOR see drawings CHIMNEY TYPE remove existing COLOR—see drawings ROOF MATERIAL .30 yr architectural asphalt shingles COLOR see drawings ROOF PITCH existing:,9112; new: 9/12 insulated metal-at egress stairs; DOORS aluminum storefront at entry doors COLOR _ see drawings aluminum clad wood double hung; WINDOWS aluminum storefront COLOR.:, see drawings SHUTTERS N/A COLOR' TRIM existing repair in*ind; new: composite,wood-by Boral COLOR see drawings GUTTERS preAnished aluminum ogee profile gutters &4x5 downspouts PATIO/PORCHECK Patio:.brick GARAGE DOORS - N/A COLOR OTHER Pago 2 of 3. Hyannis Main Street Waterfront Historic District Commission DETAILED DESCRIPTION OF PROPOSED WORK • Provide detailed specifications,of the proposal. • Include a detailed description of changes to existing conditions,if applicable. • Describe proposed-materials to be used,desired.colors,;manufacturer's specifications,etc. • In the case of signs,give locations of existing signs and proposed locations of new signs. Attach an additional sheet,if necessary. The proposed project is a renovation,of existing commercial building into a.mixed-use building with a new 3,775 sf retail/commercial space;on the ground floorand 1 o apartments on the first and second floors. Since the 1950's,the exterior has been significantly;modified with a first floor storefront addition on the n an. va.o a i n the rear. I ne propos-eTsWp Includes o i i , of these additinns to restore the original the hiiildinn and allow fnr a simply storefrnnt of architecturally compatible addition in the,rear. New dormers are ornnns -d:in th existing rnnf to provide air and light to the new apartments on the third,floor. All windows will he replaced with douhlea h mg hang aluminum clad wood windows New windows will be the same.A new aluminum clad storefront system&'doors will be installed at:the front of the building. Existing wnnd la siding wilt be reoaired and repla .:d in kind New lap-siding will be horizontal cementitious lap siding. Existing trim,eaves decorative brackets,comer boards will.be repalre 'iew,tritrf 1,n!new dormers and.,the addition will bi�a paintUd wood osite by Boral TruExterior Siding&Trim and math th6 existing In.prafile and dimension Assoultited Site irnprovements include new Pandscaping,�pzlviny, striped,pdrkiny Sp3CUS, tight board wood fence along lL edy dines •ro ught iron fence along sidewalk concrete sidewalks and necassaN utility upgrades. New building signage&lighting will be inaccordance with the Zoning Ordinance. Signed Applicant-Agent Date 10/16/17. Page 3 of 3 d� Town of Barnstable Hyannis Main Street Waterfront Historic District Commission . www.town.barnstable.ma.us/Hyann isMainStreet CERTIFICATE OF APPROPRIATENESS APPLICATION SUBMISSIDW REQUIREMENTS ❑ Application 3.Copies Complete,all sections and provide a detailed description of the proposal. Supporting Materials—3 Copies p Samples Material samples for all changes to exterior materials Color samples(paint chips)for changes to exterior colors. Manufacturers specification sheets for fixtures,furniture,fences,etc. (Note: If samples are too large to Ubmit with the application,they maybe brought to the hearing.) Photographs Include pictures of the affected area: For new construction,redevelopment,rehabilitations,or additions:, El Plot Plan/Site Plan A plan showing all structures ph the lot and all additions or changes. El Elevations Detailed elevations of all building facades,including dimensions and material specifications. ❑ Landscape Plan Detailed plan showing types,sizes,and quantities of plant material. 0 . $75 Filing Fee The,$75 fee must be submitted with,the application. Checks should be made payable to the Town of Barnstable.We are unable to accept credit/debit cards. Postage Stamps Contact.the Growth Management Department for the number of required stamps. :Stamp s.are;required for.abutter notification. y IMPORTANT:INFORMATION All decisions of the Commission are subject to a 20.day appeal period. Approved applications may picked up at 200 Main Street after the appeal period has ended. Please speak with staff for more information on the appeal period. • Review the Historic District guidelines for information on recommended designs,materials;colors,etc. • Providing all requested information with the application will prevent:delays in processing and hearing your application. The applicant or..a representative must be present at the scheduled hearing;delays or a denial may otherv4se result. •. Approvals:from:the:Historic.Commission are required before.you can apply to the.Building Division:for required.permits. If yo.0 have.any questions,-please call the Growth Management Department at (508) 862.4665 or contact Elizabeth Jenkins:at elizabeth:jenkins town.barnstable.ma.us. Growth,Management.Department.• 200 Main Street • Hyannis, MA a 02601 i cape6uflt DEVELOPMENT November 16, 2017 By Hand Delivery r Elizabeth S.Jenkins, Director Planning& Development Department Town of Barnstable 200&367 Main $.tree Hyannis, MA 02601 M RE: 255 Main Street-Application for Certificate of Appropriateness Dear Ms.Jenkins: It has come to my attention that the above-referenced application filed by my architects at Union Studio Architecture&Community Design ("Union Studio'), and received by the Town on October 16, 2017,erroneously listed CapeBuilt Development as both the"Applicant"and the "Property Owner." While CapeBuilt currently has the property under contract as evidenced by the attached Purchase&Sale Agreement signed and dated July 12, 2017,the current owner is Paul Sage. Please treat this letter as an amendment of the above-referenced application to update the Property Owner as follows: Paul Sage 14 Main Street Hyannis, MA Please also update the phone number for CapeBuilt Development as 617-233-4897. All other information in the application submitted by Union Studio is accurate,with the exception,that "CapeBuilt" is property written as a single word. i While I understand that it is commonplace for applications such as this to be filed by parties holding"site control"through Purchase&Sale Agreement, I have also enclosed a letter reflecting that the current owner of 255 Main Street was fully aware and supportive of my Application for Certificate of Appropriateness from the Hyannis Main Street Waterfront Historic District Commission. Please let me know if you require any additional information. i r Sincere) Robert L. Brennan,Jr. 11 Chestnut St.,Suite M304•Amesbury, MA 01913 .617-233-4897 November'16,2017 Elizabeth S.Jenkins, Director Planning& Development Department Town of Barnstable 200&367'Main Street Hyannis, MA Q2601 RE: 255 Main Street, Hyannis 'Dear Ms:Jenkins: am writing to confirm that on July 12,2017,i signed a Purchase&Sale Agreement contracting to sell 255 Main Street toCapeBuilt Development. That contract remains in place and I have remained in,communication With Rob:B'rennarrfrom CapeBuilt Qevelopment. I wa's aware of Capel.uilf s application to the Hyannis Main Street Waterfront Historic District Commission for a Certificatezof Appropriateness. 1 support thatapplicaton, and 1 urge the Commission to issue a Certificate:of Appropriateness for CapeBuiWs proposed redevelopment of 255 Main Street. :Sincerely, Paul Sage f PURCHASE AND SALE AGREEMENT This PURCHASE AND SALE AGREEMENT(this"Agreement"),dated as ofJlme— Z�2017(the"Effective Date"),is between PAUL,SAGE("Seller"),and CAPEBUILT DEVELOPMENT,LLC,a Massachusetts limited liability company,with an address of 11 Chestnut Street, Suite M-304,Amesbury,MA 01913("Buyer"). In consideration of the mutual undertakings and covenants herein contained, Seller and Buyer hereby covenant and agree as follows: ARTICLE 1 SALE OF PROPERTY 1.1 Agreement to Buy and to Sell; Property. Seller shall sell to Buyer, and Buyer shall_ purchase from Seller,,at the price and upon the terms and conditions set forth in this Agreement (a) the real estate known as: 255 Main Street Hyannis;Barnstable County,Massachusetts, as more particularly described in Schedule A attached hereto including all right, title and interest of Seller in and to any alleys,strips or gores abutting or adjoining such real estate(the"Land"), together with the buildings and improvements located on the Land(together,the"Buildings"); (b) all right, title and interest of Seller in and to the fixtures, equipment and other personal property owned by Seller located in or used exclusively in connection with the Buildings, including the property specifically described in Schedule B hereto, but expressly excluding any tenant's equipment and fixtures.(the"Personal Property"); (c) all right, title and interest of Seller in and to any casements or rights of way appurtenant to the Land; (d) all right, title and interest of Seller in and to all warranties, guaranties, licenses, permits, architectural and engineering services, and service and maintenance contracts, indemnities and claims against third parties, and any books and records relating to the Property (to the extent Buyer agrees to assume the same and the same are transferable) relating to the Land or the Buildings;as applicable(the foregoing along with the Land,Buildings, and Personal Property,collectively being referred to herein as the"Property"). 1.2 Title. Seller shall.convey and Buyer(or Buyer's nominee, identified by written notice to Seller not:later than three (3) Business Days prior.to the Closing Date, as defined herein) shall .accept good and clear,record and marketable fee simple title to the Property.in accordance with -the terms of this Agreement, subject only to the following(the"Permitted Exceptions"): 16589869-,,2 (a) real estate tayes for the then current fiscal year which are not due and payable on the Closing Date; (b) local, state ar._d.Federal laws,ordinances,rules and regulations,and (c) such other matters as a nationally-recognized title insurer or title insurers shall be willing_to omit as exceptions to coverage. ARTICLE 2 PURCHASE PRICE 2.1 Purchase Price. a OC, yv osit. Bu_ er shall ost an earnest money deposit in the amount o the"Deposit")within.two (2) business days of the Wece a paying sai sum In cas to Rockland Trust (the "Escrow Agent'). The Deposit shall be held subject to the terms of this Agreement by Escrow Agent in escrow as earnest money for the proper performance of-this Agreement on the part of Buyer. Interest carved on.the Deposit shall follow the Deposit. (b) Payment at Closing. At Closing,the Deposit;shall be applied against the Purchase Price w0i the remainder of the Purchase'Price payable.in full,upon delivery and recording of the deed on the Closing Date,by wire transfer of immediately available funds. 1.2 Payment of Monies. All monies payable under this Agreement, unless otherwise , specified in-this Agreement, shall be paid;in U.S. Dollars by wire transfer of immediately available funds: 255 Main street :2 P&S(Paul sage to CapeB6ilt Der cloE=mcnt,LLQ f I {I ARTICLE 3 RESERVED I ARTICLE 4 I REPRESENTATIONS AND WARRANTIES OF SELLER f E { 233 Main Stew 3 P&S'(Paul Sage to'CapeBuiIt Devclopmcnt,LLQ 'G N ... �.�. ��..� �. .. ��.�' '_ 7. a. C. p., .r�. A' k �. � z f i l { ARTICLE 5 REPRESENTATIONS AND WARRANTIES OF BUYER i i 255 Main Street $ P&S(Paul Sagc to CapeBuilt Development,LLQ T i ARTICLE 6. RESERVED I ARTLE 7 C RESERVED ARTICLE 8 'THE CLOSING 8.1 Closing. 255 Maii street ;( •,,&S(paul Sageto.CapcBuih Devclhpmcnt,LLB' ii 1 8.1 A Conditions to Closing. I i (a) Notwithstanding anything herein contained in this Agreement, it is agreed that Buyer's obligation to pay the Purchase Price and to accept title to the R operty shall be subject to the following conditions precedent on the Closing Date: l 255 Main Street 7 PAS(Paul Sage to CapeDuilt Developrr cat,LLQ F ` F 8.2` Selie?s Closing.Ohlipations._ At the Closing, Seller shall deliver the following to Buyer: - - i I i 2M Main Street ! 8 P&S(PEUI Sage to CapeBOt Develepmeat,LLC) I i 8.3 Possession. At the time ofiClosing, Seller shall deliver full possession of the.Property, subject only to,the Permitted Exceptions. 8.4 Buyer's Closing Obligations_ At the Closing, Buyer shall;. 8.6 Use of Proceeds to Clear Title, .Any outstanding mortgages, unpaid taxes,, assessments, water charges and sewer.rents, together with. the interest and penalties thereon to the Closing Date, and any other liens and encumbrances which Seller is obligated to pay and discharge,may be paid out of the proceeds of the monies payable at the Closing, ARTICLE,9 APPORTIONMENTS AND ADJUSTMENTS TO PURCHASE PRICE t 255 Main Street 9 P&S(Paul Sage to CapeBuilt Development,LLQ 1 (f)The pro.visions of this Ar6le.9 shall survive the Closing. W Main Street 10 P&S(Paul Sage wo apeBuilt bmlo,pmem,LLQ 3 i ARTICLE 14 FAILURE TO PERFORM; CASUALTY OR TAKING I I f 255 Main S=et 1 I P6kS(Paul Sage to Cape$uilt Development,"LLQ b,N "', ,C �o`�; W . m.;-, a:..� y � �;� ��. _ n;.�. .. s' '�.: rw_. m C �. .v H. < s�: �,, Gi b �':. II �..: .rAi .. [J'e [• � i �d ARTICLE I l BROKERAGE 2ss Main.Strcet I 13 P&S(Paul Sage to CapeBuilt.Devclopmsnt,LLQ i t ARTICLE 12 • 1 NOTICES 12.1 Effective Notices. All notices under this Agreement shall be in writing and shall be delivered by hand or shall be sent by reputable overnight courier,:addressed as set forth at the beginning of this Agreement or as SSeller or Buyer shall otherwise have given notice as herein provided. Notices shall be effective on (a) the date when so delivered by hand or (b) one Business Day after the date deposited with a reputable overnight courier. Copies of all such notices shall be sent by electronic mail,concurrently,in the case of Seller,to: [Seller's Counsel] and in the case of Buyer to., Robinson&Cole LLP One Boston Place,25 h Floor Boston,MA 02108 Attention: Katherine C. Bailey,Esq. Email:kbailey@rc.com , i ARTICLE 13 LIMITATIONS ON SURVIVAL j ARTICLE 14 I RESERVED - i ARTICLE 15 MISCELLANEOUS PROVISIONS 255 Main Stmet 14 P&S(Paul Sage to CapeDuilt Devel4ment,-LLC) 1 `i 1 A� 15.3 Public Disclosure. Any release to the public of information with respect to the sale contemplated'herein or any matters set forth. in.this Agreement will be made only mi the form approved by Buyer and Seller and their respective counsel. j I 255 Main Street 15 P&S(Paul Sage to CapcBuilt Development,LLQ i i '7 N N�: ��_. 'O E� N�g, o `g s _. �', b �. E. O a a v 3. �' s n �, ,� �.. � I ,f F a f i [SIGNATURES FOLLOW ON NEXT PAGE] I t } 1 E � t i r 1 1 1 I 255 Main Street 17 P&S(Paul Sage to CapeBuilt Development,LLQ WITNESS WHEREOF,;the parties hereto have executed this Agreement as of the Effective date. { Seller: F SAGE w Buyer: CAPEBUILT DEVELOPMENT,LLC, a,Nfassachusetks limited liability company BY: Name: obert L.Brennan,Jr: Title:Manager Escrow Agent>' ROCKL UST COMP By t ;: .. Name: Mark Sext9 Title: First Vice hejilent,Commercial Lending ` _ x 255 Main Street signature Page p&S(paul Sage to CapeBuiltDevelopment,LLC) f f f { I 1 ; SCHEDULE A f DESCRIPTION OF PROPERTY I The land, together with the buildings situated thereon, located in Barnstable (Hyannis), Barnstable County,Massachusetts,on the Southerly side of Main Street, so-called,and said land is described as follows: ' Commencing at the Northwest corner of the granted premises at a drill hole in the sidewalk at land formerly of the heirs or devisees of John Norris,later Calmas;and at Main Street; i Thence running North 75° 23' 40" East by said Main Street, sixty-five and 95/100 (65.95) feet to lane formerly owned or occupied by the heirs of Edward G. Crowell, now or formerly of Gray Realty Co.Inc.; Thence running South 7°49'50" East by land now or formerly of Crowell,now or formerly of Gray Realty Co.,Inc.,one hundred ninety-six and 05/100(196.05)fee to land now or formerly of Charles F.Hall,et ux,formerly of Crocker; Thence running North 88' 51' 10" West by land now or formerly of said Hall et ux and land formerly of the heirs or devisees of Said Norris sixty-five and 19/100(65.19)feet more or less to land conveyed by George J. Schuinan.and Ruth H.Schuman to Wilfred Earl Calmas, Thence.running North 65 57'20" West one hundred twenty-six and 03/100 (126.03) feet, and North 11' 09' 20" West fifty-two and 18/100 (52.18) feet, by land conveyed to said Calmas, to the drill hole at the point of begi.nni ' Property address; 255 Main Street,Hyannis,Massachusetts 02601 1 I. • 1 f • 1 255 Main Street P&S{Paul Sage to CapeBuilt Development,LLQ A- 1 } SCHEDULE E PERSONAL PROPERTY } [To be inserted] I t i t 1 , j f I i 4 255 Main Street P&S(Paul Sagc to C,Auilt Development,UP } B-1 I j i EXIIQBIT 8.2(A) QUITCLAIM DEED I, PAUL SAGE, an individual, of 14 Main Street, Barnstable, Massachusetts 02601 ! GRANTOR , for consideration - paid, grant to CAP'EBUILT DEVELOPMENT,LLC a Massachusetts limited liability company, with an address of 11 Chestnut Street, Suite M304, Amesbury, Massachusetts 01.913 (GRANTEE) with QUITCLAIM COVENANTS, a tract of land, with all improvements thereon, situated in the Village of Hyannis, Town and County of Barnstable,Massachusetts,and described as follows: ! [INSERT LEGAL DESCRIPTION] Being the same premises conveyed to Grantor by deed of Sylvia M. Furman and Diane F.. Ross, Trustees of the First Guardian Realty Trust, under declaration of trust dated January 18, 2001, and recorded with the Barnstable Registry of Deeds in Book 13506,Page 270, dated as of November 27,2012,recorded with said Deeds in Book 26887,Page 261. Said premises are further conveyed subject to and with the benefit of all other rights, easements, covenants and restrictions of record, if any, all insofar as now in force .and applicable, and further subject to real estate taxes:assessed for the current fiscal year, but not yet due and payable which the grantee by acceptance hereof hereby assumes and agrees to pay.- WITNESS the execution here r seal this day of July;2017. 1 PAUL SAGE Commonwealth of Massachusetts + ) County of Barnstable € ) On this day of July, 2017, before me, the undersigned notary public, personally appeared Paul Sage, pttoved to me through satisfactory evidence of identification, which was a valid driver's licensee to be the person whose name is signed on the preceding or attached document,and acknowledged to me'that he signed it voluntarily for its stated purpose. Notary Public: My Commission Expires: 255 Main Street P&S(Paul Sage to Capeftlt Development,LLQ Lx.8.2(A)-1 ! i 1 . i t` EXHIBIT 8.2(B) ►, BILL OF SALE. FOR VALUE RECEIVED, PAUL SAGE, an individual, having an address of 14 Main Street, Barnstable (Hyannis) Massachusetts, 02601 ("Seller"), hereby sells, conveys and assigns to CAPEBUILT DEVELOPMENT,;LLC, a.Massachusetts limited liability company, with an address of 11 Chestnut Street, Suite M304,Amesbury,Massachusetts 01913,all of Setter's right, title and interest in and to all personal property located upon or used in the ownership,operation, management,maintenance, and/or repair of that certain real property commonly known as 255 Main Street, Barnstable; Barnstable County, Massachusetts and as described in Schedule 1 attached hereto and incorporated-herein by this reference and the improvements thereon (collectively, the "Personal Property"), which Personal .Property shall include without limitation the items described on Schedule 2 attached hereto and incorporated herein by this reference. 1 TO HAVE AND TO HOLD the Personal Property unto the grantee and its successors and assigns forever. { WITNESS the"execution hereof under seal this day of July,2017. + PAtJL SAGE i i 1 255 Main Street P&S(Paul S@gc to.CapeBuilt Development,LLQ 8.2(B)-1 f r Schedule 1 LEGAL DESCRIPTION OF THE PROPERTY y. t i I 1 �i 1 255 Main Street i P&S(Paul Sage to CapcBuilt Development,LLQ I 8.2(B)-2 1 1 i r k ; t i Schedule 2 DESCRIPTION OF ITEMS INCLUDED IN THE PERSONAL PROPERTY 4 f s f } f i t f f } 255 Main Strect P4,(Paul Sage to CapeBuilt Development,LLC) 8:2(0)=3 f i 4+1 EXHIBTC 8.2 ASSIGNMENT OF CONTRACTS,GUARANTIES AND WARRANTIES THIS ASSIGNMENT AND ASSUMPTION OF CONTRACTS, PERMITS, INTANGIBLES AND WARRANTIES is effective as of the _ day of July, 201.7, by and between PAUL SAGE, an individual having an address of 14 Main Street, Barnstable, Massachusetts 02601 ("Assignor") and CAPEBIJ LT DEVELOPMENT, LLC, a Massachusetts limited liability company, with an address of l 1 Chestnut Street; Suite M 304, Amesbury,Massachusetts 01913 ("Assignee"). As used herein the term "Contracts, Permits, Intangibles and warranties" shall mean all contracts, permits, intangibles and warranties related to the property known-as 255 Main Street, Barnstable (Hyannis), Barnstable County Massachusetts, 02601, including, without limitation,those contracts,permits,intangibles and warranties listed on Exhibit A hereto. Assignor and Assignee hereby agree as follows: l. Assignor represents and warrants that true, correct and complete copies'of the Contracts listed on Exhibit A have been delivered by Assignor to Assignee. 2. Assignor hereby assigns, sets over and transfers to Assignee all of Assignor's right, title and interest,if any;under the Contracts,Permits,Intangibles and Warranties. 3. Assignee hereby assumes and agrees to perform, fulfill and observe all of the covenants, agreements, obligations and liabilities of Assignor under the Contracts, Permits, Intangibles and Warranties arising from and after the date hereof. [THIS PAGE ENDS HERE. SIGNATURES APPEAR ON FOLLOWING PAGE.] '255 Main Street P&S(Paul Sage to CapeBuilt Development,LLC) 8.2(D)-1 i WITNESS the execution hereof as an instrument under seal effective as of the date first ! written above. SIGNOR: PAUL SAGE t ASSIGNEE: CAP.EBUILT DEVELOPMENT,LLC, a Massachusetts limited liability company By: Robert L:Brennan,Jr, Title: Manager 255 Main Street P&S(Paul Sage to CapeBuilt Development,LLQ 8.2(D)-2 �} EXHIBIT A Contracts,Permits,Intangibles and'Warranties 255 Main Street OAS(Paul Sagc to Cap6BUilt Development;MC) 8.2(D)-3 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: ill in please: > J� APPLICANT'S YOUR NAME/S: a ° BUSINE S YOUR HOME ADDRESS: a � 3-5 � T LEPHONE # Home Telephone Number NAME OF CORPORATION: NAME OF NEW BUSINESS Q C.1 o S TYPE OF BUSINESS IS THIS A HOME OCCUPATI ? YES _>!�_NO ADDRESS OF BUSINESS- n MAP/PARCEL NUMBER Z�� (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONE S FFICE This individual has been ed per equirements that pertain to this type of business. A horized gn ture** COMM TS: MA 2-BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS [LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature COMMENTS: w � c 13 7-1 s r x k x a - K F r �� - � •�-�=� �orrr�� yet,� sue,, ..,,,..., _ x T w Q j ..w 17-7 u • f w r .�V„•„,;,,�,., r.x,;w ` " — ,r.ate" III �A a v 4 i y� i' i f 1 v r� i a R. � Y Jbl in Street H a ynais 11 , 51" n St re ett~ H a nn i s .� y II s 1 ' �Ir e b � q � TTT . t' - r • " y i YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: /3 Fill in please: APPLICANT'S YOUR NAME/S: /1 n e- j h BUSINESS YOUR HOME Al RES -e TELEPHONE # Home Telephone Number L. • NAME OF CORPORATION: NAME OF NEW BUSINESS TYPE OF BUSINESS ,e VYY IS THIS A HOME OCCUPAT N? YES NO ADDRESS OF BUSINES MAP/PARCEL NUMBER 7Z' (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COM SID R'S OFF CE This individu I ha b n i�for.. e eapurmi equirements that pertain to this type of business. ut rized Signa ** t -- COMMENTS: S 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: tti Sign TOWN OF BARNSTABLE Permit * iARNSTASLE, MASS. � i6 prF1 N39. A Permit Number: Application Ref: 201103345 20070617 Issue Date: 06/23/11 Applicant: FURMAN, JACK J& SYLVIA M TRS Proposed Use: GENERAL OFFICE BUILDING Permit Type: SIGN PERMIT Permit Fee $ 50.00 Location 255 MAIN STREET(HYANNIS) Map Parcel 327247 Town HYANNIS Zoning District HVB Contractor PROPERTY OWNER Remarks 18 SQ FT WALL SIGN ATOMIC DIMESTORE ISSUED PRIOR TO APPEAL EXPIRE - ADVISED OWNER Owner: FURMAN, JACK J & SYLVIA M TRS Address: P O BOX 314 OSTERVILLE, MA 02655 Issued By: C_ POST THIS CARD iS0 THAT IS VISIBLE FROM THE STREET PERMIT PAYMENT RECEIPT TOWN OF BARNSTABLE BUILDING DEPARTMENT 200 MAIN STREET HYANNIS, MA 02601 DATE: 06/2:3/11 TIME: 14:07 , ---------- -- - TOTALS- 7 PERMIT $ PAID 50.00 AMT TENDERED: 50.00 AMT CHANGEPLIED: 50.00 APPLICATION NUMBER: PAYMENT METH: CHECK PAYMENT REF: 1269 a\ -OF SHE Tp� Town of Barnstable TOWN OF BARNSTABLE O ". Regulatory Services LUGH JUN 21 R1 �; �� 9'''�' S. Thomas F. Geiler, Director 2639. A � Building Division Tom Perry, Building Commissioners 200 Main Street, Hyannis, MA 02601 n �3 . www.town.barnstable.ma.us f1 l! Office: 508-862-4038 Fax: 508-790-6230 Permit# Building Official approving _ Application for Sign Permit �2� 2�-7 Applicalit:_ E-cy�_ Assessors No.77_—_—__— Doing Business As: fit ms— r9C _Telephone No. S 6T -540 ?Z-( 7 Sign Location / StreeVRoad: 2�S 1dll9tln T Zoning District:_ Old Kings HighwayP Yes/0 Hyannis Historic DistrictP (fe;ko Property.Owner Name: (LIje, o 5�--- Teleplioi�e: — Address:_— —_—f h' Village:Vill,age: _Aac'N�J ----- Sign Contractor p�� � �� (` Name: _ `�_L_ .( JI i /��� Jt2r✓�—Teleplioiie:--= Mailing Address: Description Please follow die cover directions. You must have an accurate rendition of sign with dimensions and location. Is die sign to be electrified? Yes (Note.11'yes, a wirvig permit isrequired) Width of building face ,3 ft. x 10= 2 3 _X.10— 2 _ 3 Check one Reface existing sign_— or New_V _Total Sq. Ft. of proposed sign* IT YOU ha ve aelc itio.1l z1 sig7is please Rttach a slice[lisdug'each one with dime»sions If refacing an existing sign please provide a picture of the existing sign with dimensions. I hereby certify that I am die owner or that I have die audiority of the owner to make this application, dhat the information is correct and that die use aiul construction shall conform to die prmisions of' §240-59 dhrough §240-89 of die Tomb o1'Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent:----------- _ Date SIGNS/SIGNREQU revised 12110 x •~ Buying/Se lling ' Toys•Dolls �tomiC Dimestore 'Pops Culture Fashions Fun Stuff Housewares Antiques Collectibles Kitsch - ---* .�. 2 S 3ret a 44 ey +- i i �� ) .F F: J-11 d Buying/Selling 1950s-60s 70s Togs s• Dolls �m1C 1` tore �SPop Culture Fashions Fun Stuff q Housewares �1t1 ues 8� Co1leCtibles Kitsch DATE: Tuesday, May 31, 2011 CLIENT: Atomic Dimestore CONTACT: Rick PHONE: FILENAME: atomicl APPROVED BY. 3103 ENTERPRISE RD., HYANNIS, MA 02601 e• e - e : o o 508-815-3431 •• � e .gyp.. DIME Sign TOWN OF BARNSTABLE Permit * BARNSTABLE, MASS. 131639. .t A� Permit Number. Application Ref: . 200906152 20070405 Issue Date: 12/16/09 Applicant: FURMAN, JACK J & SYLVIA M TRS Proposed Use: GENERAL OFFICE BUILDING Permit Type: SIGN PERMIT Permit Fee $ 50.00 Location 255 MAIN STREET (HYANNIS) Map Parcel 327247 Town HYANNIS Zoning District HVB Contractor PROPERTY OWNER Remarks 8 SQ WALL SIGN THE SECOND COMING THRIFT SHOP Owner: FURMAN, JACK J $t SYLVIA M TRS Address: P O BOX 314 OSTERVILLE, MA 02655 Issued By: PC POST THIS CARD; SO THAT IS VISIBLE FROM THE STREET NOTES I { REC�[� PT^ -DATE 4 NO` 21912 0 .1 �[l��[ a� 1 (� 1 0,.- RECEIVED FROM ADDRESS • FOR I ACCOUNT HOW PAID f AMT.OF CAS 141 AMT. E::, ! 1(� 1t V ✓ 1�"'�/LJ l lJ'S/V�J .. PAID C BALANCE MONEY BY . DUE ORDER 02001 f 99—Mrd.®8LB08 j s S NOTES IREC�� P T, DATE y�O No. 21912 ![ tilq� I r a-nd RECEIVED FROM r-ADDRESS } ACCOUNT HOW PAID r AMT.OE C ACCOUNT ASH. AMT PAID C V BALANCE MONEY DUE -ORDER BY' ©2001 [REOIFORM.®8L808 t�F r Town of Barnstable Regulatory Services B" MASS. Thomas F. Geiler,Director ts[+ 2 PIA 127 36 39. 1. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us 1 _` Office: 508-862-4038 Fax: 508-790-6230 Permit# Building Official approving Application for Sign Permit Applicant: qA LQ L)i iz is FF. W006 Assessors No. 3;?-- 7 .Z• y 7 Doing Business As`AE SQCUIOQQUIJ C I h R ld &)p Telephone No. Sign Location Street/Road: 4 S S MAW u SiRee-r UV A NA115 -MA Oa O c0 4 Zoning District: 4V B Old Kings Highway? Ye6�Iyannis Historic District? Yes No Property Owner c, Name: r,�Si GUCajLji4W gfk /ry TA� 5 7' Telephone: 0�S — S6 (D 2)�-' 9-1 Address: ( �/✓D�( ��y �S,Pt�i Ui I to 04.a 02,6�<Village: (OS4e-1 Sign Contractor Name: ,�, i,,J - A " 11M (a Telephone: Mailing Address: [L- W 6T J744 T Inc�� PV a-; o L 6` 54 Description / Please follow the cover directions. You must have an accurate rendition of sign with dimensions and location. \� Is the sign to be electrified? YeV7 § (Note: If yes, a wiring permit is required) -� Width of building face ft. x 10= x.10= i Check one Reface existing sign or New Total Sq. Ft. of proposed sign (s) If you have additional signs please attach a sheet listing each one with dimensions If refacing an existing sign please provide a pict of the existing sign with dimensions. I hereby certify that I am the owner or that I have the/authority of the er to make this application, that the information is correct and that the use a,d yonstruction s 1 co form to the provisions of j §240-59 through §240-89 of the Town of Baplsta le Z in rdinanc . r Signature of Owner/Authorized Agent t `�' i Date , 1' i SIGNS/SIGNREQU F ECOND Aell G _ � 1 DRIFT SK�4 �� Invoice Number 14491 i P.O.#: Estimate Number: 0 OF CAPE COD'INC. _ Requested Date: No Date Specified .,2-6 Whites Path Ship Via: South Yarmouth,MA 02664 /% Clerk: Vic Phone:508-398-9100 ! Order Date 10/28/2008- 2:49PM Fax:508-398-1760 Due Date 11/3/2008- 4:00 PM Tax ID: 51--0491090 Printed Date: 11/4/2008- 1:23:22PM External Customer#: 0 Bill To: Ship To: The Second Coming Thrift Shop The Second Coming Thrift Shop Jessie Wood Jessie Wood 678 Main St 678 Main St Dennisport, MA 02639 Dennisport, MA 02639 Phone: (508)362-1050 Ext: /Fax: (508)= Phone: (508)362-1050 Ext: /Fax: (508)= E-Mail: E-Mail: INVOICE DESCRIPTION Business Cards Product Code Color 1 Vert Horiz Depth Price @ Total Business Cards 1000.00 0,00 0.00 0.00 $0.08 $82.55 Per Each Per Each Per Each Paper.white Vellum NA8-BMC-001 Multi Color Inks:N0009 Black,NO117 Gold, NO188 Burgundy Notes/Ship to: Sub-Total $82.55 Thank You for choosing Sign*A*Rama for your sign needs. Taxable $82.55 Master Card-VISA-American Express and Discover cards are always welcome! Non-Taxable $0.00 Sales Tax $4.13 Please Note: Does NOT Include Shipping! Shipping $8.35 Total $95.03 Deposits Payments Customer#: 12496 Finance Charges ` $0.00 Customer Tax ID: Balance $95.03 Terms: 50%Down/COD r, /4 Salesperson: Vicki McDermott Date Picked Up: Clerk: x • Customer Signature SIGN-A-RAMA--Phone:508-398-9100--Fax:508-398-1760--E-Mail: ccsar@verizon.net--Website:htto://www.sig ara a.com/02664 Page 1 of 1 4\ ♦ � ^ � it a x 5 t ,n Q M1 1 i 1 YSy A d � ° YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates COST $30.00 for 4 years. A Business Certificate ONLY REGISTERS YOUR NAME in the Town (WHICH YOU MUST DO BY M.G.L. - it does not give you permission to operate). You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1" Fl., 367 Main St., Hyannis, MA 02601(Town Hall) and get the Business Certificate that is required by law. b MR` �u A /,x �r` � I � S/ ,;.�.�� Fill in please: 09 DATE: y` t+nw APPLICANT'S YOUR NAME: L (� ( r- Woo M BUSINESS YOUR HOME ADDRESS: /V TELEPHONE # Home Telephone Number: NAME OF NEW BUSINESSSCeOND /�l1�JC-{Lt s1/�p TYPE OF BUSINESS 15 THIS A HOME OCCUPATION? YES NOS - h�1 FT A CONS Have you been given approval from the building division? YES NO ADDRESS OF BUSINESS ,S�- rl �' HftR.e N em I S. ,}MAP/PARCEL NUMBER -A 7 When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Barnstable. This form is intended to assist,you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd.. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. I. BUILDING CO M1SS1 NER'S OFF E This individual e n infer ed of ny erm't requirements t at pertain to this type of business. Authorize Sign-atur COMMENTS: OJ 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: TO ALL NEW BUSINESS OWNERS DATE: /I d Fill in please: tom. ; APPLICANT'S YOUR NAME: >0116e" ?� 0;1-(. -7-7 BUSINESS YOUR HOME ADDRESS: 2� TELEPHONE Tele hone Number Home a 2 NAME OF NEW BUSINESS TYPE OF BUSINESS IS THIS A HOME OCCUPATION? YES O Have you been given approval from the building division? YES NO ADDRESS OF BUSINESS U-"6 MAP/PARCEL NUMBER a7 .aq When starting a new business there are several things you must do in order to be incompliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. Once you have obtained the required signatures, listed below, you may apply for a business certificate at the Town Clerk's Office (Ist floor-Town Hall) or if you get the business certificate first you MUST go to the following office to make sure you have all the required permits and licenses.. GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) and you will find the following offices: 1. BUILDI MMISSIONER'S OFFICE This indiviWu6alaill i r e o any permit requirements that pertain to this type of business. .JU. Authorized ignature** _ COMMENTS' 1 Sn �.t l l _ 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: Business certificates (cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. -it does not give you permission to operate -you must get that through completion of the processes from the various departments involved. **SIGNIFIES APPROVAL FOR A BUSINESS CERTIFICATE ONLY. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION c - q Map '� —Parcel—. s? Y? IcANT MUST oB76 T Permit# � CONNECTION`PERMIT�FROM HER XHealth Division - — ENGINEERING DIVISION PRIOR TO 7/2,�07 Date Issued CONSTRUCTION. ��O Q®Conservation Division 7 Zl �� e=— c, Fee X Tax Col ee _ G'e �1�f x Treasur - Planning Dept. ' Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 5-z Village `'-��%9-� h ems . ® �7, Owner lziey !yi-�-�► Address le 0 Z(f e- Telephone 41 4Permit Request 7-0 CZ e l� 4) rtNO Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Estimated Project Cost Zoning District- Flood Plain Groundwater Overlay Construction Type •115!-r- ®o Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes U No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count IK�eat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size. Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: ,pe c-/r Zoning Board of Appeals Authorization C3.Appeal# • . Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name !'"-r em g�D G�vcL�� Telephone Number e3 � , Address © . 130* License# 0 3 Home Improvement Contractor# / © -A 3 52? Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE- � .� .c -- - DATE _ aZ .r - FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED ? ` MAP/PARCEL NO. ADDRESS` { ' r`i VILLAGE f ` OWNER r'`I NZ _ DATE OF INSPECTION r •4 FOUNDATION' r i FRAME t v - INSULATION � � `± f a ., J• - �, .,,r - FIREPLACE ELECTRICAq ROUGH FINAL 1• r _ PLUMBING: �" ROUGH FINAL` GAS: ROUGH FINAL r r r FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ` Y . .�°� The Town of Barnstable - BAMSrABIX - 9� Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: z_le_ mil,¢e O l,D Estimated Cost'Yoe�a 0 Address of Work: S�_5- �1R�i S�' z6L1y__4_ Ie- A94 02 CO/ Owner's Name: /-="r -� Date of Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law ..pJob Under$1,000 Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent off the owner: -c/� /8 21 9 Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav L - _ - Qt� Hyannis Main Street Waterfront $ $ Historic District Commission. 230 South Street . . ;;, Hyaion>s,Massachusetts 0�601 ... .. - T�L,T 508-862.4665`j FAX. 5IM75 b288` Hyamis Main Street Waterfront MStoric District Commission in the Tawn of Barnstable for a `dJ CERTIFICATE OF APPROPRIATENESS Application is hereby made, in triplicate, for the issuance of a Certificate of Appropriateness under M.G. L Chapter 40C, The Katoric Districts Act for proposed work as described below and on plans, drawings or photographs accompanying this application for PLEASE CHECK ALL CATEGORIES THAT APPLY: 1. Exterior Building Construction: ❑ New Building ❑ Addition 0/Alberation Indicate type of building:❑ House ❑ Garage ❑ Commercial O Other 2 Exterior Painting:❑ C 3.Signs or Billboards:❑ New sign ❑ Existing sign ❑ Repainting existing sign 4.Structure.❑ Fence ❑ Wall ❑ Flagpole ❑ Other. -j S. Parking Lot ❑ New Building ❑ Addition ❑. Alteration (Please see the guidelines for explanation and requirements) TYPE OR PRINT LEGIBLY DATE - /S,CYs n a is ADDRESS OF PROPOSED WORK 257 441; S f ASSESSORS MAP NO. � OWNER L.TA c Ir tft d• ih.,gp-A7 ASSESSORS LOT NO. HONE ADDRESS AM /C e &- &e TEL.NO. 'V�0 f SX--3 p e��� e•. 4aCo:�S- FULL NAMES AND ADDRESSES OF ABUTTING OWNERS.Include name of adjacent property owners across any public street or way.(Attach additional sheet if necessary). AGENT OR CONTRACTOR R M4-vq D^9-40e TEL.NO. 3 b-:S' ADDRESS /-�a of l p A , • � '�+ � 0 �i. C7 F� cad ►d zi p W. r $' �Icn � � �• g ►h ®®Y O lot C Dcn Z - < �• ' z A a <m s a a a i ar HYANNIS MAIN STREET WATERFRONT-1 TORIC DISTRICT CONIIVIISSION *•�SPzCIFICATION SHEET*:* ADDRESS OF PROPOSED WORK -P /?/j6�-f� S 74 y -6t �t�.j FOUNDATION SIDING TYPE COLOR CFDi OW TYPE. COLOR, ROOF.MATERIAL . R".Q/.3-r— COLOR PITCH WINDOW COLOR TRI&I COLOR DOORS COLOR SHUTTERS GUTTERS DECK l e 42-41 e-e © 1�'/ GARAGE DOORS COLOR NOTES: Fill out completely, including measurements and materials/colors to be used. Three copies of this form are required for submittal pf an application,along with three copies each of the plot plan,landscape P�la®r d bid#Aon plans,when applicable.The Plot plan need not be"Certified",but should show all structures on the lot to scale. _- - -------_ _ ............. _- .._:._....._......_..._.. Cd ----.,--_.__. _._.. .. yy i � Z ' i 1 a' •� i � � 3. S �, f 1 �,,,,i� � � Q�Gt� Lill, # Q 1 Y- OC i} s7tW1t1 yYx� �.�' Ao 7 I !II I AEA r 1 p C F �3L/f /�YBBCR _.JL ...___..:. T-r Z AY � � � •' �� i I t9 4 . l - --- \i /o 27 i Jf./ • s ; ' le Y r r i� f D E s � v IT <.._. ....... .......... . .. ..... .... . ... . __.. .- _ - ._ v: ...... ........ De r �_ _..._... - _....-.�_..--------.,.__...-- _ _ _ - / /G - _._ _:. . .. :..__ _ ..: P ; f Q Jr � (( t l ! f E i r s FrRo'c ., D Qtc k s 7— r i . n � 13Lk h'YBeeR I ..2 I � S�rS i (rk t / i� L-� (/ iEra � G✓/re �orrmimoouuea� o�./�aaoac/uQel�a BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number.-M. 031106 �+ Exptres:07/04/2601 Tr.no: 11586 jI cted To: 00 ` r PETER G MANDRAVEU$ :. . .` P O BOX 1647 % I' HYANNIS, MA 02601 Administrator DAUFVT E . 'll w i ��AD�ANISLFiATOB ' �- t + — Department of Induustrial Accidents =' = office offoyesMadoas : 600 Washington Street b't Boston,Mass 02111 ����`�r�riE%`•riifa�c-u�zizoitfr��.�/'//�%%�//,%%/%%%%%///%�%m/nsation Insurance Affidavit ����� CZname: r location: �0 ! �•� l �� city y% A di /� ���5 s d � G' o/ phone ❑ I am omeowner performing all work myself. M-�-t am a sole proDrietor and have no one tivorki achy ❑ I am an employer providing workers' compensation for my emplovees working on this job. comnnnv name: address: city: phone#: insurance co. oiicv# f ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the foIloN%ing workers' compensation polices: cdmnanv name: address• dtv phone#- insurance cn. .......... ditty#.. ... ... ... camnnnv name: address: city. ... phone#' .::;....::;:;>. . .... .:... .. . ornn ce co. .......... :...:.:.:.:>,..::::;: ..... .. .oiicv# ins :, Failure to Benue coverage as required under Section 25A of MCL 152 can lead to the imposition of criminal penalties of a tine up to 51.500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a One of S10o.00 a day against me. I understand that a copy of thb statement may be forwarded to the OMce of Investigations of the DIA for coverage verification. I do herebv certify'u r the pains acid penalties of perjury that the information provided above is trap and correct Z1, Siaatttre Date �� `-' /00, _ - Print name Phone Ccontact, i use only do not write in this area to be completed by city or town official town: peetrtitNcense# ❑Building Department ❑Licensing Board ck if immediate response is required ❑Selectmen's OMce person: phone#; Other Department (mum 9,95 PJA) MGM - Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for LF :r employees. As quoted from the "law", an employee is defined as every person in the service of another under anv cc=--Z of hire, express or implied, oral or written. An employer is defined as as individual partnership, azsociatign;=rporation or-other legal entity, or tiny two or more c: the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the rec.—,ve: trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides ,therein,or the occupant of the dwelling house of another who employs persons to do maintenance, constriction or repair' or on such dwelling house or on the grounds c: building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renews: of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither.the . commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to theting authority. FINER/ contracting Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Departm__ent of , ycru have any questions regarding the `law"or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of.Investigations has to camtact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a refeseace number. The affidavits may be rcucnned io the Department by mail or FAX unless other arrangements have bees made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. Please do not hesitate to give us a call. The Deparuneszt's�address, telephone and fax number. � ��: T, :. � . - - - ; The Commonwealth Of Massachusetts Department of Industrial Accidents Once of Imresmadons 600 Washington street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 1A 1* S-TR " '-4 .6 Uv,, -4VrCURB e' -9 SIDE WALK. . 6,6 45.5 ENT NOTE; RECOMMEND INSTRUMENT L2 SURVEY Co t4) I 5 59 r C6 -,ZZ 0 ASS. MAP .32 7 �Q, CO 12,46 ,1,4 CA' FURMAN cr) .11) Q) 140411140 "CONDOS 0 L) L14 CA`;-FURMAN- FL 000 ZONE.- C • BUSINESS ZONE THIS M Q F;->-F C3 A 0 E= 3: N:E>' F>E:(---r T- ON PLAN IS FOR BANK USE ONLY TOWN: HYANNIS -REGISTRY OWNER: JACK FURMAN & SYLVIA M. FURMAN DEED REF: 1043/200 BUYER: DATE: 3/8/88 PLAN REF: 7.31123 96141 SCALE: I "= 30 I hereby cert-Py----t at the building shown on this plan is located on OF %e icl,N K FEE a -<,-U F:;-)'V E V the ground as shown and it CONSULTANTS position does conform to the PAUL 70 RASPBERRY .LANE 1E mmrA. z;; zoning law setback requirement of MARSTONS MILLS .5' mm. BARNSrABLE -o No. MASS 02648 and does not lie within the special flood haz*ard .area as shown on the h u—d1* -:-floo&.'za- ap dated This plan-:.not� made f roia an instrument Paul A.'....Meri-thew, -RPLS sur vey,` .to be used for fences etc Assessor's, map and lot number .....`� .7..-a,11,7 Sewage Permit number ................................................ AHB9T/1DLE, *� �¢ M House number o2 �F►V3l• 90 i MM6 ._. pP9-M ` A I , TOWN 9FF,-BARNSTABLE ' BUILDIH'G` INSPECTOR APPLICATION FOR PERMIT TO .... 4�./.. :.....5��!� ................. .... . . ...................................................... TYPEOF� CONSTRUCTION ....... ................................................................................................... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location � /yl/✓/� S f �z� �/U/VI S ................................... ........... ...................................................................................................... Proposed Use ..Of.� l�'�.,Jf����............................................................ ............................................. ....................................................................:.............. Zoning District ..............................................................Fire District ..16119�{!N..�s........:................................... Name of Owner ...................... ..Address gj?v�.K../`✓IOIAJ S? ���yiJlvsV>.*............ .... Name of Builder C`171 �??E.! ' j�✓'( ../ . ............Address X..`�9.�....! �NaVJ. ....e 1. ......................... Name of Architect f�Uf s�7 ��1/l rnj�/..' ?............`......Address t...1`,/ Y►?Ov`T! ....... ........... .x.........Foundat Number of Rooms Slit✓ / C ................................................. ionX�... �...��.... ...!?�..................................:. Exterior ? :. Roofing ..../ .J/�A % /�/�jF.F ............:.....::........ ............... ................................ ........ ..... ......... �39 �?�.:...... i........................... f—......��..Floors ... '; /� „i/� .............................interior ....... ..��"� Q ................................................. Heating ..o c .....................................................Plumbing ........... ..................................................... Fireplace. .............................................................:.....Approximate Cost . 1r/.. U. ........ ....... Definitive Plan Approved by Planning Board- ----------------_____________-_19________. Area '....... :0..9 . Diagram of Lot and Building with Dimensions o Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH x OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. , 5 Nam ....... .... .. ... ................................................ 7- Construction Supervisor's License ...... .. .................... FUR.MAN, JACK 24932 ADD 2nd Floor No ................. Permit for .................................... COMMERCIAL/OFFICE SPACE .................................... Location ...255...Ma. ....in ...................... ..... .... ....... .... .. ............... ................................................ Jack Furman Owner ..... ................. .......... Type of Cg'dtruction ..F...ra.....m.e............................. .. C� -***---'-----=......................... Plot ........ Lot ................................ fied ...Apr...... il ...........I......1.1.1........19 83 Permit Date of !I C"ection Vn% ...............................19 ZI Date Co lete .1 91'-�;...................... /4-A TOWN OF BARNSTABLE �j- SIGN PERMIT PARCEL ID 327 247 GEOBASE ID 243-60 ADDRESS �7"=-MAIN STREET (HYANNIS PHONE Hyannis ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 17186 DESCRIPTION FURMAN CANNON &. ROSS (25 SQ.FT. ) PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $50.00 IME BOND $.00 O� CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE * BARNSTABLE, MASS. OWNER FURMAN, JACK J 1639. ADDRESS SYLVIA M FURMAN ED Mlr►� BOX D HYANN I S MA BUI ING DI ISI® BY DATE ISSUED 08/12/1996 EXPIRATION DATE Y 1 V�8rt k v The' -Town of Barnstable St, permit Department of Health, Safety and Environmental Services . % s�errer�s�, i MAM �* Building Division Gate /�- '9 . 367 Main Street,Hyannis MA 02601 fee Application for.Sign Permit ix'JhP Z Applicant: /A Assessor's no. x. Doing Business As: �. Telephoned Sign Location street/road: Z Gk ; EFh Zoning District Old King's Highway District? yes no Property Owper Name: kJACIt -- Telephone j O 7 k Address: ZS-5-- / �j Village JIV S , i ra; Sign Contractor f Name:_ 1 ptl�::) -P�A�(. JZ Telephone — 8ge Address:., �(e (� �. 6 8 ( Village r+rrs. Description ` f Diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new,sign,, to be drawn on the reverse side of this application. Is the sign to be electrified? yes no )/ (Note: if yes, a wiring permit is required) t ; . nl x., . I hereby certify that I am the owner or that I have the authority of the owner_to make application, that the ; information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the 1. .. F Town of Barnstable Zoning Ordinances. Date Signature of Owner/Authorized Agent Size (sq. ft.) Permit Fee Sign Permit was approved: !/ disapproved: tTM Date Signature Buildinn Officia s MA . tj i i Rx !, .e ;.�r�'rS�^;rr'i"''a` q• S_ g, �:r s• r'< 7. wt a 3g f i .. 4 r R'rr -�. e .Y s.1F yam'.'a.`�+ •♦ 7�,`Y*3+j � i��y tip"' .�rx a4x.+5u ,s, 9� i:a.T.S._..'a°'•:Y +.re °r�py)...,e-r`�r'M�9c ..r:s. 935 :' S 4. �a_ '' + a�e6 a�.i �3:, - 'y�!yyl 27!' - '.� AMIDON : 5 COMPANY. INC.`4 VITOODCARVERS/SIGNMAKERS =. ;376 RTE. 130 P.O. BOX 681 SANDWICH. MA. 02563 (508) 888-0565 'r � w - r 2 'FRO no G GUI :A � i � .`+'` ="'••} .Z--�1 �`'"r _ C '"_. .- rY`" :Y`�+ .,.`5�` ,� Y '` p him'> I,II 19 y Y c 1cl kL - (A AMIDON O�CvOMj?MY. INC WOODCARVERS/SIGNMAKERS ; 376 RTE.'l30A P.O°'''BOX 681 - - ; ; , 1 SANDWICH,_MA°;02563 =(508) 888-0565 r Y }: 1 t T ,tom f 1 JU •�� 11 ICA o ' C G 6 R. r 1 t A c n 6 L C5 �, ti ti C - q"-1 I ` . 1 I September 4, 1984 I V'1 Mr. Thomas 0. Moloney, General Manager Best Western Heritage House '29 'Iain Street Hyannia, i 02601 Re: Signage Regulation Dear Mr. Moloney: Your recent .letter requested information about the sign regulation within the Town of Barnstable. The By-law .states that each business may be permitted two (2) signs based upon 10%'of the frontage of the building on the street not exceeding 100 square feet. In addition, an application showing sizes, colors, location, construction and illumination must be submitted to the Architectural Review Committee for a sign review. The plan must show existing signs on the property. Upon receipt of the information.a determination will be wady by the committee. Peace, Joseph D. DaLuz Building Commissioner JDD/gr ; ,. Best Western Heritage House 259 Main Street Hyannis, Massachusetts 02601 (617) 775-7000 August 17, 1984 Mr. Joseph Daluz Building Department Town Hall Hyannis , MA 02601 Re: Regulations on Signage Dear Joe: With reference to our conversation Tuesday, August 14th, the Best Western Board of Directors have instituted new regulations pertaining to property signage and the Best Western logo identification. They are requiring all members to incorporate Best Western standard logos to all outside signage in which the property name appears . With regards to the Best Western Heritage House, we have been directed to incorporate the Best Western logo to our existing "Heritage House" letters currently afixed to our rear entrance driveway wall off of old Colony Blvd. . At this point I am not totally familiar with the towns ' sign codes and regulations . I would appreciate your input with regards to any regulations as it pertains to their request. Thanking you in advance for your help in this matter, Sincerely, Thomas 0. Moloney General Manager TOM:vj PY- z2� � mow» THE WORLD'S LARGEST CHAIN OF MOTOR INNS,HOTELS AND RESORTS•FOR RESERVATIONS DIAL TOLL-FREE(800)528-1234 Best Western International, Best Western Way, P.O. Box 10203, Phoenix, Arizona 85064, (602) 957-4200 best - April 20, 1979 - Mr. Joseph DaLuz Building Inspector Town of Barnstable Town Office Building Hyannis, MA 02601 Dear Mr. DaLuz, Regarding your request for the Best Western Hyannis House in Hyannis,. MA to display only the bottom portion of the Best Western sign, I must inform you that the Rules and Regulations of Best Western International do not allow for any separation_ of the logo. The crown and emblem combined is the Best Western logo. We appreciate your city's revitalization program and we would like to work with .you-to establish signage that will fill all #. needs. If I can be be of any further assistance please contact me. Cordially, . Judy Brennan District Manager +r f,- Assessor's Office(1st floor) Map ") Lot _2 q!l Permit# Conservation Office 4th floor �� � ( ) � J Date Issuedrev rd floor) 8:30-9:30/1:00- 2:00) n' �, �Ol1 1100 Engineering Dept.(3rd floor) House �— C, lo �pBT Planning Dept.(1st floor/School Admin.Bldg.) Definitive Plan Approved by Planning Board 19 �FD IMF TOWN OF BARNSTABLE Building Permit Application Project Street Address p7 s Z-f,4/Al cS 7 ? T Village ��/AIV Al/S Owner J,4GAe FL)2/`R A A/ Address Telephone 6-0g- }>- p `l ;5-x,s Permit Request �:;A,4 -h 0 S?ri c e_ PA r,e l�i a � /�00 S�T -PT l7e 751 -,41)?eA 4 c Fez .pia, vT � Q ?�9� Total 1 Story Area(include 1 story garages&decks) _ square feet Total 2 Story Area(total of 1st&2nd stories) :?G 3W square feet Estimated Project Cost $ f f�/,en®e!) ,o0 Zoning District 1. / Flood Plain — Water Protection Lot Size Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use e.17,-7A—► J94,i® ?e+1 r i S 3 TQ i?C-\ Proposed Use_ 0,rX1 c e C C Construction Type CJ r�o Commercial V"- Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure Basement Type: Finished J Historic House Unfinished Old King's Highway Number of Baths__ i -V •D,sceww&&7cb No.of Bedrooms /1!p </e Total Room Count(not including baths) / First Floor aT 4)47-ez, Heat Type and Fuel Y e'r%A S Central Air - Fireplaces •/V' Garage: Detached N Other Detached Structures: Pool Attached Barn None Sheds Other _ Builder Information Name Telephone NumberOQ� Address License# /5 � Home Improvement Contractor# 9��C Worker's Compensation# F NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING Flit M THIS PROJE WI L BE TAKEN TO r SIGNATURE z DATE / BUILDING PERM ENIED F R THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY PERMIT NO. 9200 DATE'ISSUED 7/21/9 5 } _ MAP/PARCEL NO. 327 247 ADDRESS 257 Main Street � Hyannis r 1 VILLAGE OWNER "' Jack J. & Sylvia M� Furman�`� +- y DATE OF INSPECTION: ' f t FOUNDATION II J ,✓` FRAME' I INSULATION FIREPLACE +� S 4 1 1 J ' ELECTRIC,4L:3,5', ROUGH FINAL - 4,;. PLUMBING,.:, ✓-ROUGH FINAL: GAS: �',' ROUGH FINAL' ,, FINAL BUILDINGsr'o "v DATE CLOSED OUT ' .� ASSOCIATION PLAN NO. t-� rJ 1 11;02/94 17:02 V6177277122 DEPT IN'D ACCID z Jet C01)UYlonwea[9L ol Madsaclzu"M �QflRIfll78/t�O�✓'IidWflLai�CCiLiiIK7 600 1/ .I Lion st, d James J.Campbell L? &n, Mamagaudil 02f fit Commissioner Workers' Comp lion t 2 11:e AW1112vit 1, © i caom� � with a principal place of business at: (Ilcw-,*r 1/" yflfyua� a do hereby certify under the pains and penalties of penury, that: () I am an employer provid'mg workers' compensation coverage for my employees working this job. U - kz�k6v�� r 1 urance Company Po cy Number () I am a sole proprietor and have no one working for me in any capacity. () I am a sole proprietor, general contractor or homeowner (circle one) and have ldred the contractors listed below who have the following workers' compensation poGder. Contractor insurance CompanylPoficy Numbe Contractor Insurance Company/Policy Numbe Contractor Insurance Company/Policy Numbe () I am a homeowner performing all the work myself. 1 understand:.•.t a cotsy of this szte.•rrent milt be forwarded to the Office of ImesvEarions of cite DIA for eo►wage verification and that failure to co.erage.ss ret fired under Section 2SA of MGL i s2 can lead to the imposition of t7uninai penaid"wnsisrine of a fine of up to s i,soo.00 inc years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER:nd a tine of S 100.00 a day against me. Signed this day of , 19 licensee/Permittee Building Department Licensing Board Selectmen Office Health Department Yr. ..=nit-v rnvz:VAr.r TMrn17MATTC)w rAi u! A17-727-4900 X403, 404, 405, 409, 375 The Town of Barnstable �u a�er� • `L �,$ Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508 790-6n7 Ralph Ct Fax: 508 775-3344 Budding Commissi For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL Q 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement, removal, demolition. or construction of an addition to any pm-=fisting owner oocepied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirement Est Type of Work: -Cost Address of Work: Owner Name: N AaL Date of Permit Application: Jrk 4 I hereby certify that: Registration is not required for the following reason(s): Work excluded by law ' -_Job under SI,000 Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PER.IURY I hcrcby apply for a permit as the agent of the owner. GI� Date . ' Contractor name Registration No. OR Date Owner's name NORTHSIDE BUILDING CONSULTANTS, INC. . FINE HOME BUILDING & RENOVATION 141 MAIN STREET•YARMOUTHPORT•MA 02675 (508)362-2210 (508)362-9802 COMMONWEALTH DEPARTMENT OF PUBLIC SAFETY Fv��otoppss�ssscer�en� BOSTON,MA 02106 CoOo 1!cam forrmcat" OF ONE ASHBORTON PLACE Iy�ss�pypttsStaaea1141ep MA33ACHUSB�i S I iC 34 LICENSE ottAislicaCAUTION EXPIRATION DATE ti C 0 N S T R. SUPERVISOR FOR PROTECTION AGAINST 0 2/07/19 9 6 EFFECTIVE DATE LIC-NO. RESTRICTIONS THEFT,PUT RIGHT THUMB NONE 06/30/1993 015833 PRINT IN APPROPRIATE g BOX ON LICENSE. GARY A ELLIS 20 C A PT SIMMONS BLASTING OPERATORS Z W YARMOUTH MA 02664 1 MUST INCLUDE PHOTO. PHOTO(BLASTING OPR ONLY) FE ' O Q�00 NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY PAID HEIGHT: ST ED-OR-SIGNATURE OF CO MISSIONER �^ �� THIS DOCUMENT MUST BE « SIGN NAME IN FULL ABOVE S -TT INE CARRIEDON THE PERSON OF SI TURE OF LICENSEE Jk00 fffl U.iA. THE HOLDER WHEN EN- OTHERS-RIGHT THUMB PRINT GAGEDINTHIS OCCUPATION. ONER I �J A � y J>44•"��2 S9 � - /W V + . HOME IMPROVEMENT CONTRACTORS REGISTRATION } a tY^ Rt Board of Building Regulations and Standards) k _ ` - r°" ' ' I `e S ip b.x` "y One Ashburton Place - Room 1301 Boston, Massachusetts 02108. y HOME:. IMPROVEMENT CONTRACTOR Registration 103508 Expiration, 07/08/96t ;°L y Type - PRIVATE CORPORATION (Li z t p � CON RKTOf Northside Building Consultants ,Inc . ATE,gQRPORATIOI Gary A . Ellis ' I `Ezp > r . 141 Main St . a Yarmouthport MA 02675 I �` ti 1de 8 l�i�g nsult iosaCA' 1 I � iw /Y/TINH M JP-=fl I � � y �Yanouthpo�, . ��7 { d I , RNfi[R�'>PrJ '}•�1Na?, till,. lJ�;'GncJ S. � 3 C� I nr!"rrt; or'f/tE Coa>trrr�>v�r_ ;C'rr �r ..I I � I /I j I I r _......c s �• erns• 1.., . . ...__. _... �'O1 -- I .Y E �' � �. -� /2•x iR' �� �;r.,'. \ ��� it , I /�� � �� sr.,,.., r--;:n� r'i� � ..)�„�r,..- !�„ rJ<:i ..Wr..rA- 3��yo�,W 'Y.,_ it„-,'I -• ---- � ,arm ..v��N 111 II i� I � .✓'f r N1W 2\I Tl•Ji' �A.Ii:IiIG,C Vi(lLL_ LAyauT \� .I .I I. II I iI l._� !"'r.it L�•yI.,NO. �i),NRn�.JS �� I' tA III 1 .... .. -- — --•- - — - ,� l I I I I I 1 d SENDER: I also wish to receive the - M ■Complete items 1 and/or 2 for additional services. rn ■Complete items 3,4a,and 4b. . , following services(for an ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. d ■Attach this form to the front of the maiipiece,or on the back if space does not 1. ❑ Addressee's Address permit. $ ■Wdte'Return Receipt Requested'on the mailpisoe below the article number. 2. ❑ Restricted Delivery N ■The Return Receipt will show to whom the article was delivered and the date c delivered. Consult postmaster for fee. 3.Wcle Addressed to* 4a.Article Number li d Ac o � / w�n 4b.Service Type ❑ Registered ❑ Certified 4 s S� /+1r�' ❑ Express Mail ❑ Insured 9 W q �f S ❑ Return Receipt for Merchandise ❑ COD M� 01 c 7.Date of Delivery Z (r ,�yOV o P 5.Received By:(Pri t Name) 8.Addressee's Address(Only if requested c and fee is paid) t 6.Signature:(Addressb-Agent) a°. X L PS Form 3811, December 1994 102595-97-B-0179 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 e Print your name, address, and ZIP Code in this box• Town ®f Barnstable Baiiding 01vis'mn 367 Main St. Hyannis, MA 02601 I I GPI'. r�IN r• I 0 1 fN -l- 1 '� ..e,t �It�.� 1 _ �� .n°'•" _ •"a..,�4`.. 4��.rt. si Si LA` • s, M^>•. •9.g . �--•,_-.g,�e'�*s�'�' �„t '��~ "'M"�..-�," _ '-+„"'..-.�'. t,,,,p,..a �"`•�a�„ I 411 ell ..yA.• ��` �• ' ''�*tr.- III II`' �J. � - -ems"..a- ,••----^ A ��.ii Q�� ��� ill � �'�,. � ppy V � . l nl — _ .•� i -- _ ,p r to _ y' t ! x .� , ' .II�'� � „• A Sr<6 4 y.. N' -"' {• .f'.4''��s'_ F# s S S` '":�gf`.� Y"..''s,•°}��.�rr•.d `3.0 SS:a?R."V ��tia;,,,. 17 Illhf III ....:. �• '�,� _ - _ _.: rt fll��;��. rerr -_) �:, .. 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WALLS,CONC.FLOORS,BULKHEAD, - STAIRS,COLUMNS AND BEAMS _ ^�f s CERTIFICATE A EXCAVATE ALL EXIST STONE DOWN ENOUGH TO m MAKE NEW CONC.FLOOR LEVEL W/EgSTING FOR CRAWL SPACE APPROPRIATENES � NE�aNs<NEW,E 'a - s EXISTING FOUNDATION WALL TO REMAIN 5 q JOB A: 17-1200 ✓/�j�, - DATE 10/16/2017 f' SCALE SEE GRAPHIC SCALE 9 A /f✓."Z.'!.'Z�, � IZ%'!!/.!/U/:%. .'!.'L%Z�/ L/G/!/L'/.'G:!/��L:"rl/:l/�z/����l ��J ��/!/i�/� A i iuVEBEEry PNFnoAEo sPECiFtiaLLv rtPHIE FOP USF ON OiNFA iNOJER9 ORR W OiWHiR NOGii0p9 WL RoutiHE4PPRavN PNO iw LEGEND &EoRCRb°s�o~e yob. I _ FEA EXIST.TO BE DEMOLISHED DEMOLITION- EXISTING TO REMAIN BASEMENT 2' o e e FLOOR PLAN DEMOLITION-BASMENT FLOOR PLAN A D 1 00 1 LH1 o 1 2 3 4 5 1 2 3 4 S UNION STUDIO �awmCrynf�CP�x+Xitr OCiiAr .rJr�r cl o rajr,�Cs�ro rr3•.�stlt oo.o• ram!/'l o.r D D OWNER: DEMO EXISTING WALLS,WINDOWS AND DOORS AS SHOWN.COORD.W/PROPOSED FLOOR PLAN / c DEMO EXISTING WALLS,WINDOWS,DOORS,STAIRS, IN FLOOR ETC AS SHOWN.OF REAR ADDITION I I r------------- ICI --- o E i ' � I � I I I W OFFICES ME n n I---------- o v� -----I ' II� =====y REMOVEBDISPOSE OF BASEMENT STAIRS REMOVE SDISPOSE OF EXISTING I II rF—a/ a it----�i % �� ✓l/ WALLS AND STOREFRONT SYSTEM Ly r� o u u IF--'-- i-----ii----- m --------------- Ln iG u, n 9 i; � / ✓/O///lT/iJ-�fl'/O/70�6/C/Ol/✓..7/ll/l/J�im1/01�0©�l%l�.7mi000m.71�.7/l(GO" v� `�n 0 0 --------- CERTIFICATE FOR RETAIL �� mmvoiTmmzrommoinmrmn�zzmc�zi�- mc:oazG�J APPROPRIATENES j/; DEMO EXSN.FLOOR FOR NEW STAI R _ ------T- (%I/ / : __ � JOBS: 17-1200 i DATE: 30/16/2017 PSCALE:SEE GRAPHIC SCALE r A � BATH A rAcwiri,�Ei`c°o Mu�oE�n,� € / G �O oa �/I/%%1� 1/Ilv/Zll/!i/.:Z10/T7%tZ////ZZI/lO%✓lll7��/L// D011%f//I/l/I1/1///%.l%li aIIQDII-/I/D%%LdI/OOO//a Ms« E�q ayµµ ' LEGEND c MEN, EXIST.TO BE DEMOLISHED DEMOLITION- EXISTING TO REMAIN FIRST FLOOR a' z• o• a- e• PLAN DEMOLITION-FIRST FLOOR PLAN AD 101 1 2 3 4 5 c 1 2 3 4 5 UNION STUDIO o u<I�o D D OWNER: DEMO EXISTING WALLS,WINDOWS AND DOORS,ETC.AS SHOWN COORDINATE W PROPOSED FLOOR PLANS SALVAGE EXISTING FIRE PLACE FOR REUSE;REMOVE 8 ---- DEMO EXISTING BALCONY, DISPOSE OF EXIST.CHIMNEY RAILINGS AND NEWEL TACK POSTS C B.O.BEAM=&-4in* ra / C I, 0 rN I. a a I g, msvr� W ________-=y ,„ ✓nnmomrorommod� ut G B Fbiimmormor�' biimommm/ �Tmm�n �/ e ----- ,I, ii G �idiommm�morommmm.Tmmd/^mmJ�� bmnmrnomromm H EXISTING WALLS, A WINDOWS,DOORS,STAIRS, ��I• ____ �~--I--1 ----~�' � TO1011l✓�Om4'Tl4mlJ.O(OlZT!/'.mmGm!//' ____ FLOOR AS SHOWN.OF C / V] ROOF BELOW FF-II EXISTING FLOOR AND Ln vII `----- II I n �iSTRUCTURE TO REMAIN ^1 B B f J EXISTING STAIR TO REMAIN rPA vmmrrmmmmcTmonorommm mor�oTmvmq i n- -a. 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FOR APPROPRIATENES x0' S' 0' to' 20' xemox ccxEnnE PROPOSED SITE PLAN • JOB N: 17-1200 DATE: 10/16/2017 +ti ' SCALE:SEE GRAPHIC SCALE x s„oo n <xcwrccn,xn s�oHM�rx,r r A I oE�x •' A ,x�oon.�„rs w,vEnm,�xxEn�<uu.r PROPOSED 1 ARCHITECTURAL SITE PLAN 6 EXISTING SITE AERIAL 1 2 3 4 s A001 e 7 ' 1 2 3 4 5 UNION STUDIO D D nzn OWNER: I I aa•-o• I N-sa•-B 1m NEW CHAIN{INK STORAGE UNITS W/LOCKABLE GATES NEW CONCRETE SLAB AT b PROPOSED ADDTNON, MAKE LEVEL WITH EXISTING c SLAB C REPAIR EXISTING CONCRETE TENANT STORAGE AND RUBBLE FOUNDATION WHERE CHIPS,LOOSE RUBBLE, UNIT 06 STORAGE AREA 02 UNIT 07 STORAGE ETC.IS PRESENT.TYP. ._.UNIT 03 STORAG UNIT 02 STORAGE UNIT 04 STORdGE W BASEMENT T€NANT STORAGE CORRIDOR 02 I Z AREA ❑ - I a UNIT 01 STORAGE UNIT OS STORAGE N a o ------ - --------- - ----- - - --- - --- ----II- -- - - ---Q --- - t ---- - ---- - ---LT. - --- -- --- - -- - -- ---- ---- - - ---- --- -------- --- - -- ---- � . UNIT 08 STORAGE TENANT UNIT 09 STORAGE Al A202 � 2 STORAGE RETAIL STORAGE r' a • AREA 03 N N x. _ NEW CONCRETE SLAB BASEMENT. LEVEL WITH EXISTING BCORRIDOR: -- -- — -- — -- B K SLAB E ��A20�T�C I 1-F - 17'T I I -- L_liB EGRESS'STAIR B lWE m 'up — UNIT 10:STORAGE .-UNIT 113TORAGE — o - I _W 1 '' F------- LAUNDRY D MECHANICAL - - 'I'E { CE RTIFICA o N. FOR m =_ AF_oe D _=�__y�------- FIELD VERIFY EXIST. ,.. UTILITY LOCATIONS IN BASMENT REvsio1WIEWLE UNIT 12 STORAGES, APPROPRIATENES 1 I s e s E l f " EGFIES$SR I "uP --a--o--Irry I.n i i .... .n _ ... _.... .._..... _..� ..... - e JOB a: t7 lzoo DATE: 10/16/2017 I I NEW WD FRAMED EGRESS STAIRS,a- SCALE:SEE GRAPHIC SCALE 7'R-11'T.1-Itr DIA CONT.PNTD A - METAL HANDRAILS AT BOTH SIDES, A vsE ooc reERrs xAVEeew vvmEaEo svKv�cr+ TYp . roRwa f u TARE NOT 0&E FOR USE'UMOVTEOTHS..RRW—5 t NEW EXISTAll LEGEND RMoo Apt PROPOSED WORK Res vRORelrEo. PROPOSED EXISTING TO REMAIN BASEMENT PLAN E 4' 2' 0' 4' 8' 1 PROPOSED BASEMENT FLOOR PLAN OO 0 1 2 3 4 5 1 2 3 4 5 UNION STUDIO ..w++c4+wc a i0✓+suM�v p�;yw ........... 0 D D OWNER: I I 37-11' I I I I b I I C y NEW ALUM STOREFRONT C WINDOW SYSTEM I NEW WD SHELF AT 42' ABOVE FINISH FLOOR r T, W KITCHEN (f'� NEW TENANT MAILBOXES d AND INTERCOM SYSTEM i PREP&RE-FINISH CD AND RAILINGS ENTRYSTAIRS l O NEW 12'DECORATIVE ' m 'COLUMNTRIM NEW 6BY72•CONC. � In LANDING r RETAIL/ Ln _ V tl I Al Azoz COMMERCIAL EGRESS STAIR A 'n UP Ln cV N .T. NEW EGRESS ST R B . ADA COMPLIANT 'Q B T-4112' MEN NOTE:EXIST.HDWD FLOORS TO BE - CONC.ENTRY PM1P B ��A20��G REFUR&SHED,TYP f �S DN E CUR MIN VEST UPm NE ADACOMPU WATER COOLER F STORAGE I�- o - -- -- -- j $ CERTIF NEW WD FRAMED ICATE m EGRESS STAIRS,N- ------ - FOR n 7•R+11'T,1-1T1' --- C' CIA CONT.PNTD __ APPROPRIATENES AT BOTH HANDRAILS T-11' AT BOTH SIDES,TVP. NEW WD EGRESS STAIR x�rsio.scneane o WOMEN _ NEW 1+HR FIRE NEW 1-HR FIRE RATED ENCLOSURE RATED ENCLOSURE E 'S SAI C � DN OLUMN C � _ NEW GLAZED'PRNACY WINDOW NEW 18k68'CONC. OLUM DECORATIVE C CORNERBOARD, JOB N: 17-1200 LANDING MATCH EXIST SECOND . FLOOR CORNERSOARDS _DATE: 10/16/2017 NEW WD FRAMED EGRESS STARES,a- SCALE:SEE GRAPHIC SCALE T R f 11'T,1-VI CIA CONE.PNTD ry A BAT�1 METAL HANDRAILS AT BOTH SIDES, s�uv[ ocsc TYP. A emivu®mcnvcccrsuv N NEW i EASTLEGEND E"muµ + Y IA20 a ".cm a oxe moo. PROPOSED WORK EXISTING TO REMAIN PROPOSED FIRST FLOOR PLAN s f 4 2 0 4 B C n PROPOSED FIRST FLOOR PLAN A 101 1 7 3 4 5 i 1 2 3 4 5 UNION STUDIO .weanirrcry • �aNiry xl.;a�u D D A:Jt OWNER: I I I 3a-m I I I b I c C O;O ❑ LIVING UNIT2 LIVING �I BEDROOM LIVING - UP UP KITCHEN/DINING LIN BEDROOM 1 L❑� UNIT 8 W ❑ --- UNIT 4 UNIT 9 CL TRY UNIT 1 ------ xff EN ENTRY IT7 G,O UP KITCHEN I DINING O O (n r O�O KITCHE ENTRY ❑ BATH �J 00 BATH d UNIT 10 ENTRY BEDR00 N L_____ BATH /\ ENTRY - xv _CL o o m 1 Ln Ln CORRIDOR I CORRIDOR GRESS INIR 1 N T I AI RA B ❑ B ac3 O O xff ENTRY O O ICI BATH BATH BEDROOM f NOTE:EXIST.HDWO FLOORSTO BE EGRESS STAIR IIIM REFURBISHED,I SEE SPECS NEW WD FRAMED EGRESS ❑ ENTRY \/ STNR$dG'RT L HANDRAILS xv III KITCHEN �I a BON PNTDSIDES METAL HANDRAILS AT uP ❑ KITCHEN BOTH SIDES,TYP. 1001 LIVIN UNIT 5 OO UNIT 3 = = UNIT 8 xs �� s ENTRY UNIT 1 CERTIFICATE FOR KITCHEN I DINING UPEl APPROPRIATENES w DINING ❑ x��xscxEW,E LIVING CL UP LIVING DINING BEDROOM 1 5 FTh Oi O � I _ I ❑ I Jos u: 17-1200 DATE: 10/16/2017 I SCALE:SEE GRAPHIC SCALE o A A . oat A MLY M NEW EXIST wx xseoxE*xm axww*s wxovuaxo I NEW WD �y RI FRAMED EGRESS STAIRS W/Cz PMD RISERS CLR FIN OAK TREADS, LEGEND- 1-12'DIA CONT.WD HANDRAIL ONE SIDE,TYP.AT UNIT ENTRY STAIRS PROPOSED WORK umox a woxenEo. ❑ EXISTING TO REMAIN PROPOSED SECOND FLOOR E 4• 2' 0' 4• S' ^ 1 PROPOSED SECOND FLOOR PLAN - O / Co L 1 2 3 4 S 1 2 3 4 5 UNION STUDIO 'aka�r iar a D D OWNER: 1T-2 13'-3' „'-2 V! I I I I I q _______________________ ___-__________________________________ ____________________________ ;l C — — ;I . C r ------- ------- ---- ----------------- ''LJ - LNING I LIVING 5'IQ:IGM i I CL CL_ LIVING DINING DINING III —C - W i Z ` I ON a DN Z 2 , BEDROOM I� o BEDROOM J UNIT 10 KITCHEN OI 0 KITCHEN DINING BATH Oil QI ij 2 BATH ❑ KITCHEN O 00 O O -- -O — ------ ------ A,A2D BATH 2 N N x L----------- as ------ o e r DN _______ as B B �3 BEDROOM 2 HALL BATH KITCHEN O 1CM clm O p � BEDROOMI BEDROOM / III III �� UNITe dg 611 UNIT 5 �� IF, ON Li III DINING —CL— CERTIFICATE BEDROOM I BEDROOM 2 rjL o BATH �u FOR N �..a� APPROPRIATENES I STUDY STUDY I LI VING it JOB x: 17-1200 ___________________________________ a __________________________ DATE: 10/16/2017 I SCALE:SEE GRAPHIC SCALE A I Aw V-31r1 ,r-21r! r NEW I � LEGEND � 4. PROPOSED WORK PROPOSED THIRD EXISTING TO REMAIN FLOOR PLAN f4' 2' 0' 4' 8' n PROPOSED THIRD FLOOR PLAN T 2 3 4 5 A103 r 1 2 3 4 5 UNION STUDIO , �t�LiyvL♦cIX,»,�N��r Oi'aiLn +aYr 1�)rrr�r r.i�yrf r� rr 1�'�Ir�r D D OWNER: NEW ALUM.LEADERS,TYP. T NEWALUM.GUITERS,TYP. I —� DS DS I ____________________ __ _________q_________________ - ___ __ _________-____________________ __ ____________________________ _ ____ _____________ _______ DS DS DS DS DS IS N I I I I n I I C C I I I I I I I I I I l I I LINE OF WALL BELOW,TYP. r------------------- -r ---------------------------------------- i-AS -------------- ♦ I I. I I. ' I I I I I I I I I r-------- -- ------� TYa I ` � I � I �r T �Q i I i �`♦ ``♦ i j � i i � j ` ------ -----J E"i i I I I I i' I I i I ♦ ` ` � iz ♦` ♦`♦ 1 ��FY /'�/opy� \`♦ ---------- ----------- - W p: LINE OF ICE 8 WATER SMELD,TYP. PROVIDE NEW ICE B WATER SHIELDEYS MIN FROM ALL ROOF EAVES,VALLEYS, u ` \` 3 J ♦♦♦`♦♦ / ?e �Q '/ AND ROOF TO WALL INTERSECTIONS.AT T ROOF TO WALL INTERSECTIONS,LAP ICE /-1 �q(`„\♦ //,Qy� ♦♦\ J� /T B WATER UP WALL r MIN. I 85 V `♦ i , / Al A202 Ln c RIDGE E=� RIDGE ; RIDGE ♦`♦ \♦`E CIA RTP. RCS a ` ♦♦ A c j /`LP`` �\ � ♦ I / ' 1 '� ♦`♦ i I �/ ♦♦ I i i I - , � , ♦ WI / Yi m c i I I I I i I i JP`' Lq ♦♦ ' � �4 I `lam ------------------------ r", TE w `♦ 1FOR ------------- a APPROPRIA 0 UP ps DS i I I I I I I � I I i I ,Z,Q n DS Ds .B os Jos a: 17-1200 -- ---------------------------------- -- ------------------------------- DA7"E: 10/16/2017 I DS CE DS SCALE:SEE GRAPHIC SCALE A I A PRI—ED svc<a y NEw EAST LEGENDEH0i5UR,"�°xe E FOR USE i E.P�"°o: 1 �01 - PROPOSED WORK 'x�oo°�cn"oxu EXISTING TO REMAIN PROPOSED ROOF PLAN f 4' 2' 0' 4' 8' 8 PROPOSED ROOF PLAN OA 5 1 2 3 4 5 UNION STUDIO ' �cnaTCCNnL�--mrawMtr VCVGn EXIST INEW —_ _—__--_—_—_---- —_— ---_ _ I TO_RIDGE � -- r.'�1.•rriv.ierr __ - _ _ - - - _ - _ _ _ _ _ 42-55N6 I I D _ _ _—_—_—_—_—_--__—- _12--_—_—_—...TO RD AAODITION 19 3@-691E D 12 12 12 B S 9 9 HHE_ T.o..A�w R -- ARCHITECTURAL ASPHALT SHINGLE ROOFING I ----- --- ��0 OWNER: --- --- --- -_ -- -- _ ® - Al - - ---- --- _ - _ -- - - - . SECONDFLOOR NEW ROOF CANOPY W/ 12 ry BRACKETS OVER B __ EGRESS DOOR TYP. -------_— - — --- -- C FIRSTFLOOR p.V V W W DOUBLE-HUNG ALUMINUM CLAD WOOD WINDOWS PROPOSED SOUTH ELEVATION z N H r EXIST NEW TO_RIcq ppGGFE — BIT V E B }. E i —-—-—- -—-2—- -—-—- -—-—-—-—-—-—-—-—- NEWTO RIDGE AAD ASPHALT SHNGL_:I- B E B 12 12 12 NEW PNTD COMPOSHETMM NEW FIBER-CEMENT LAP AT DORMER FRONT E I I SIDING AT DORMER SIDE, 9� 9 B j. Ty, NEW PNTD SMA COMPOSITE CORNERBOARD AT DORMER,TYP. NEWALUM.CLADDOUBLEHUNG INSULATION WD WINDOWS W/ DIVIDE LTTES,TIP. RIM NEW FIBERCEMENT LAP SIDING, ® ® ® E%POSURE AND RJT COLOR TO • BBRRACKETSTOMATCH OREMAIN, NEWPNTXWDD CERTIFICATE ISTING m7m N SCRAPE AND PAINT AS BRACKETS AT NEW ROOF NEEDED. NEW PNTD WD DECORATIVE DOUBLE-HUNG ALUMINUM CLAD WOOD WINDOWS EAVES,TYP. iH RD FL�R FOR EXIST.FRIEZE AND ...... ----- APPROPRIATENES ARCHITRAVE TRIM TO REMAIN, -_ _- __ _ _ _ _ __ NEW PNTD COMPOSITE TRIM SCRAPE AND PAINT AS NEEDED _-_ __...... _ ____ _ —— - - __ R ® ®- ®_ ® ®_ -� ®- - ® ® Q ARCHITRAVE AND FRIEZE, EXIST.COLUMN PROFILE TO MATCH EXISTING. _ NEW PMDCOMPOSffE •- 'COLUMN CORNERBOARD, CORNER BO ORE PROFILE TO MATCH EXISTING. SCRAPE AND PAINT AS NEEDED. - -- - - - ---- NEW NTb COW PNT coMPOSITE TRI PROFILE TO m NM NEW ALUM.CLAD TRANSOM -- MATCH EXISTING. S NEW LUM.0 W/OIVIDE._ _ _ ------ — — -----_--______-- -SECQUD Fi00R JOB b': 17-1200 LTTES. —- -— 11-p V NEw PMD vax corwoslTE DATE: 1%16/2017 APHI 12 WIDTH TONE EXISTING ,MATCH -- B WIDTH TO EXISTING SCALE:SEE GRAPHIC SCALE A. ❑ ❑ ❑ ❑ ❑ A NEW ROOF CANOPY W/ Ti�.sewrtcTuoauaxlsx+ver�esa�w7µ sr $� AL BRACKETSOVEREGRESS 4 DOOR.TYP. C IOW PNTD COMPOSTE -_........__.___ __.-.-_.__._._-._-_..—__._-___.__-�.__-__..._.____—_..___ —----_---.--_ _-- ..._...___._._.---------_._._.__..— ------ WATERTABLE PROPOSED ERS = ---- EXTERIOR ELEVATIONS 4• 2• D' 4• S' c EXTERIOR LIGHTING-WALL SCONCES&SIGNAGE PROPOSED NORTH ELEVATION A2 01 1 2 3 4 5 1 2 3 4 5 7-7 -------------- -------------------- UN'I,ONN•STUDIO GEORGIAN BAY(BENJAMIN MOORE CC-782) I � -_---_-_-_ _ _ --- _ _ _ _ ----_ TO.PoDGE�ADQITIQN ae-eY1c .„� NEW ARCHITECTURAL D -" � 2 2 12 ASPHALT SHINGLES,TYP. D _ NEW ALUM CLAD DOUBLE 9 D g ------ HUNGINSULATEDWINDOWSW/ III ..._..._..___..._..._-._._. _ DIVIDED LIGHTS NEW PNTO 5/44 COMPOSITE - _ - T. CORNERBOARDR P AT DORMER, "' NEW FIBERCEMENT LAP VICHYSSOISE IBENJPMIN MOORE CC-2481 _."- '- '- '- _. SIDING AT CORNER SIDE - Co WALLS,TYP. NEW PNTD WD DECORATIVE _ _ ___ .-_ _...___-_.....__- .--...-- ^ BRACKETS AT NEW ROOF EAVES, - __.- TYR WR0 � BRICK @FRONT PATIO EXTERIOR DOORS-INSULATED FIBERGLASS @EGRESS STAIRS -- - ROORzta NEW PNTD COMPOSITE TRIM _ _ _......._ _- _ E PROFILE _....-_ _.._-_ ... .-... ARCHITRAVE AND F. _ ..._.....-_--- ___ -_-. .... .. _......- ro.wwoow TO MATCH EXISTING. OWNER: ".. ....... NEW PNTD COMPOSITE-COUIMN CORTI NG. RD,PROFILE TO MATCH EXISTING. NEW PN7D COMPOS . TURToEl U.A m RE TRIM I�}, - ---- - - DNG,OFILETO c MATCHEXIS SEGGNDFLOOR NEW PNTD WD ROOF CANOPY T 12 Y , .-.. _ _ OVER EGRESS DOOR.TVP. NEW INSULATED FIBERGLASS DOOOR NEW PNTD 514.COMPOSITE A. i •'+. TRIM CORNERBOARD,MATCH C _ - -- - wIDrHTOExIsnNc - - - -- _ - OSITE F� NEW PNTO WATERTABLE .... ` ....... .. C OMP m5T ROOR 6 404 -i - 17 ! a W Fri FIBER-CEMET LAP SMOOTH SURFACE SIDING WOOD COMPOSITE TRIM-BORAL TRUEXTERIOR OR EO PROPOSED WEST ELEVATION C.� m TO RIDGE Ln G __---------- ----------_---_- _ - - 42-SYtfi'� ` V N xi NEWARCHITECTLIRAL m _- ASPHALT SHINGLES,TYP. E B ---------- ----- - - -- ----- ---------T O0_Po � q RIDGE BYIBTDA D VE B 12 BRACKETS ATT DORMERS,TYP. f NEW ALUM CLAD DOUBLE HUNG INSULATED WINDOWS W/DIVIDED CITES 9 +} NEW PNTD COMPOSITE RAISED PANELS ae NEW COMPOSITE PNTD ❑ - - 5/4.6 CORNERBOARD TRIM � CERTIFICATE FOR STOREFRONT WINDOWS&DOORS EXTERIOR LIGHTING-WALL SCONCES&SIGNAGE APPROPRIATENES NEW RBERCEMENT LAP p` _ SIDING,MATCH EXIST. To FE-m-1_ -- EXPOSURE AND PNT COLOR IFMI 5 � ® NEW SIGNANGE AND EXTERIOR UGHTING PER BARNSTABLE ZONING ORDINANCE LJ LIE NEW PNTD COMPOSITE _- 'COLUMN CORNERBOARD, } r } PROFILE MATCH EXIST. JOB N: 17-1200 -- ETO EcoNOF;�r�SDATE: 10n6i2017 f4 _: - "�• 12 ¢ �. SCALE:SEE GRAPHIC SCALE c \ NEWROOFCANOPY OVER B f g EGRESS DOOR i I NEW ALUM A Axrs xcv�aEEx aa[vaoEn sa[csrx�+ •� STOREFRONT rt- DOORB WINDOW SYSTEM IIEWTacA OEFIRUS TMETwMnovunxo NEW WD PNTD PRISED M 1 m0-1). t ,V h F• •f ' PANELS 4 �, w�'�`✓ � --II PROPOSED EXTERIOR 0 ELEVATIONS o WROUGHT IRON FENCE @ FRONT PATIO BRICK @ FRONT PATIO PROPOSED EAST ELEVATION AG' )O' / 1 2 3 4 5 L BAXTER NYE ENGINEERING & SURVEYING Massachusetts Hyannis, Registered Professional Engineers and Land Surveyors Issued for: Review - Site Plan Review Set Only5/29/2018 78 North Street — 3rd Floor Hyannis, Massachusetts 02601 Issued for: Permit - Permit Set Only 11/08/2018 Prepared For : Phone — (508) 771-7502 Fax — (508) 771—7622 www.boxter—nye.com Project Number: 2017-03 9 Applicant : Engineer/Surveyor: CapeBuilt Development, LLC BAXTER NYE ENGINEERING & SURVEYING 11 Chestnut Street, Suite M304 Registered Professional S T A M P S T A M P ,v h l v_ -- Amesbury, MA 01913 Engineers and Land Surveyors c t + - _ r. 78 North Street - 3rd Floor, Hyannis, MA 02601 Hors u WMEW Phone - (508) 771-7502 Fax - (508) 771-7622 W. .a '7 �7+ y,z; ` EDDY ATTN . Matthew Eddycm- A y tit f a' n c�• - \Tt1Yr C O��'d L T OT c_.►.4'4rL., _" 51 `+ � ��y.r++nvann�s � �:4 L - _�. Pwkod ond _- ,ed SITE i ♦ y}�ln .� �t ISIr LOCUS CONSULTANT Locus Map Scale 1 " = 1500' PREPARED FOR : Ple Cape Built Development,, LLasant Street and South Street Hyannis.MA 11 Chestnut Street .ram p. ,�►. ,� _ � , 7 . Suite M304 Amesbury, MA 01913 S R l , w Plan Sheet Index �, �� A♦ 6n 4 N PROJECT TITLE No. Drawing Title , Al 4.x ...,, r .: n m.r. 255 Main Street �. . rw �_r- Hyannis, MA CO.0 Cover Sheet :. �a '4 f r r, C 1.0 Legend and General Notes , rt C2.0 Existing Conditions Plan ' C3.0 Layout and Dimensions Plan 1 C4.0 Grading and Drainage Plan Locus Plan Scale 1 = 500 C5.0 Utility Plan C6.0 Details Plan C6. 1 Details Plan -99-1A PROGRFSS PERMIT SFT =/`T NO BY DATE DESCRIPTION SHEET TITLE a 0 N Cover Sheet CD C) 0 00 SHEET NO trComo v rn DATE : MAY 29, 2017 0 N if ISSUED FOR PERMIT - NOT FOR CONSTRUCTION J S C A L E : NOT TO SCALE U rn DRAWN BY: JKL CHECKED BY : MWE m 0 JOB NO : 2017-039 F I L E : 2017-039CVDWG 0 N n C) O r`! .p ABBREVIATIONS GENERAL CONSTRUCTION NOTES LEGEND GENEB& * (ALL REFERENCES TO "CONTRACTOR" SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB-CONTRACTORS.) 25. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED -- -' - -- EXIST PROP(BLACK TEXT REPRESENTS "PROPOSED" INFORMATION) EXIST PROF(BLACK TEXT REPRESENTS -PROPOSED- INFORMATION) ABAN ABANDON 1. ALL WORK & MATERIALS SHALL BE IN ACCORDANCE WITH MASSDOT, HIGHWAY DIVISION, SLOPES ON WALKWAYS SHALL BE LESS THAN 5% AND ALL CROSS SLOPES < 2%. THESE ARE MAXIMUM SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN L=50.00 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (MASSDOT-SSHB), AS CURRENTLY ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. ACCESS BOARD, L~� PROPERTY LINE DRAINAGE LINE ADJ ADJUST AMENDED, UNLESS OTHERWISE NOTED. IF THERE ARE CONFLICTS IN ANY OF THE AMERICANS WITH DISABILITIES ACT & COMMONWEALTH OF MASSACHUSETTS, PROJECT LIMIT LINE OD OVERFLOW DRAIN APPROX APPROXIMATE SPECIFICATIONS OR PROJECT DOCUMENTS, THE HIGHER STANDARD SHALL APPLY. ARCHITECTURAL ACCESS BOARD. - - - - BB BITUMINOUS BERM ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS, --� RIGHT-OF-WAY/PROPERTY LINE RD ROOF DRAIN 26. FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE BAXTER NYE BC BITUMINOUS CURB - - - - - - EASEMENT - S - SEWER LINE AS CURRENTLY AMENDED, WHICH ARE APPLICABLE TO THIS PROJECT. ALL WORK SHALL REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO BOC BOTTOM OF CURB FURTHER CONFORM TO SPECIFIC REQUIREMENTS, SPECIFICATIONS, ORDINANCES AND ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR ENGINEERING & BUILDING SETBACK - OHW- OVERHEAD ELECTRIC, TELEPHONE & FIRE ALARM BOS BOTTOM OF SLOPE INTERPRETATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL DETERMINATION OF APPLICABLE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH SURVEYING STATE HIGHWAY BASEUNE - W - WATER LINE BOW BOTTOM OF WALL JURISDICTION, SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR, AS SHALL BE THE MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. 104,K) 10+00 FP- FIRE PROTECTION LINE CC CONCRETE CURB ANALYSIS OF ALL SUCH CODES AND STANDARDS IN REGARD TO THEIR APPLICABILITY TO THE 27. ALL ELECTRICAL (BOTH PRIMARY AND SECONDARY), TELEPHONE, DATA/COM AND �-Y o BASELINE PROJECT FOR SECURING ALL APPROVALS AND PERMITS. ------- CONSTRUCTION LAYOUT - G - GAS LINE CCB CAPE COD BERM FIRE DEPARTMENT CONDUITS AND APPURTENANT FEATURES REQUIRED BY THE ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR APPLICABLE UTILITY COMPANY ARE TO BE INSTALLED BY THE ELECTRICAL _e OR UNDERGROUND ELECTRIC, DATA/COMMUNICATIONS LINES CSECOBBLESTONE EDGING CONTRACTOR. TRENCHING, BACKFILLING, CONCRETE WORK, MANHOLE AND RELATED ZONING LINE IN ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR Registered Professional Engineers ECB EROSION CONTROL BLANKET NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. STRUCTURES AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL and Land Surveyors TOWN LINE CONTRACTOR/SITE CONTRACTOR. ALL ASSOCIATED COSTS FOR COMPLETE EXECUTION y _ T - UNDERGROUND DATA & COMMUNICATION LINES �V ELEVATION OF THIS WORK SHALL BE INCLUDED IN THE CONTRACTORS PRICING. ---- STATE LINE EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, 78 North Street - 3rd Floor FA- ARE ALARM EXIST EXISTING APPLICABLE CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF 28. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEINER MANHOLES ARE APPROXIMATE. FINAL -F&P ARE & POUCE CABLE EQ. EQUAL BOUND HERETO. SUCH STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS. ADJUST ALL Hyannis, Massachusetts 02601 ------- GRAVEL ROAD REFERENCE. OP EOP oAN- CABLE TV FDN FOUNDATION OTHER RIM ELEVATIONS OF MANHOLES, GAS GATES, WATER GATES AND OTHER UTILITIES TO - - EDGE OF PAVEMENT FF FINISHED FLOOR ELEVATION FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. Phone - (508) 771-7502 BC ® CB CATCH BASIN (SQUARE OR ROUND CATCH BASIN) 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFYING, Fax - 508 771-7622 - - BITUMINOUS CURB �-,���, q3 GRADE BREAK 29. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES ( cc8 cce DCB TO HIS OWN SATISFACTION, THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION LAWNS. ALL LAWN AREAS SHALL HAVE A www.baxter-n e com CAPE COD BERM DOUBLE CATCH BASIN NOT OTHERWISE TREATED SHALL BE STABILIZED AS LA GC GRANITE CURB MATERIALS, INCLUDING CUT & FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED y Pcc KC ON INFORMATION CONTAINED WITHIN THESE PLANS. MODIFIED LOAM BORROW PLACED, SEEDED, FERTILIZED, LIMED AND MULCHED UNTIL GRASS PRECAST CONC. CURB -�° ' I DRAIN INLET GE GRANITE EDGING STAND IS ESTABLISHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL vcc _ VGC VERT. GRAN. CURB 0 DMH DRAIN MANHOLE HC HANDICAP 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE HAVE A MINIMUM DEPTH OF 6" AND SHALL BE PLACED FLUSH WITH THE TOP OF ADJACENT SGC soC HP HIGH POINT LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT CURB, EDGING, BERM, OR OTHER SURFACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SLOPED GRAN. CURB =�= TRENCH DRAIN LA LANDSCAPE AREA DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR AREAS UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 ' - LIMIT OF CURB TYPE PLUG/STUB RESOLUTION OF THE CONFLICT. SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS (ECB) OF CURLEX OR SAWCUT ESd FES► FLARED END SECTION LP Low POINT 4. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY EQUAL. MAX MAXIMUM COMPANIES FOR OBTAINING CONSTRUCTION PERMITS AND PERFORMING ALL NEW CONSTRUCTION, 30. THE CONTRACTOR SHALL WATER, MOW, FERTILIZE OR OTHERWISE MAINTAIN ALL SODDED Er' MATCHLINE HEADWALL MIN MINIMUM RELOCATION, ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC (INCLUDING UTILITY POLES), AND SEEDED OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS OR OTHER VEGETATED ® CONTROL STRUCTURE TELEPHONE, CABLE, FIRE ALARM, WATER, SANITARY SEWER, STORM DRAIN, AND ANY OTHER METHODS ARE ESTABLISHED TO THE SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE. � MCC MONOLITHIC CONCRETE CURB UTILITIES, BOTH PUBLIC AND PRIVATE, AS REQUIRED. SOUD WHITE LINE MHB/EP LP MASS HIGHWAY BOUND/ ESCUTCHEON PIN LEAD PLUG SYL SMH SEWER MANHOLE 5. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, 31. THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION P S T A M P SOUD YELLOW LINE NIC NOT IN CONTRACT CONDUITS, WELLS, AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY BwL © GREASE TRAP LIMITED TO THOSE SHOWN HEREIN, AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE - BROKEN WHITE LINE NT5 NOT TO SCALE BY A PLS TO ENSURE THAT THE MONUMENTATION IS RESET TO ITS ORIGINAL LOCATION. BYL BROKEN YELLOW LINE ® WATER MANHOLE PCC PRECAST CONCRETE CURB OWNER, THE ENGINEER, OR THEIR REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE MONUMENTS INCLUDE, BUT ARE NOT LIMITED TO, TOWN BOUNDS, MASS HIGHWAY BOUNDS, W w EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES, CONDUITS, PROPERTY LINE MONUMENTS, IRON RODS, STAKES, CONCRETE BOUNDS, GRANITE BOUNDS AND EDDY k SWCHL SOUD WHITE CHANNELIZING LINE 6 ® WATER SHUT OFF/CURB STOP PROP PROPOSED LINES, WELLS, AND OTHER BURIED INFRASTRUCTURE AND SYSTEMS BEFORE THE START OF STONE WALLS WITH DRILL HOLES. C�L1AL SYCHL WG WATER GATE PWW PAVED WATER WAY ANY WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL No.43383 SOUD YELLOW CHANNEUZING LINE 1 0 DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE DYL TSv REMOD REMODEL INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES EXACTLY. THE CONTRACTOR SHALL DOUBLE YELLOW LINE �' & I SLEEVE, VALVE,SL BOX RISER REM REMOVE PRESERVE ALL UNDERGROUND INFRASTRUCTURE AND UTILITIES AS REQUIRED. THE EXCAVATION SAFETY � ►� STOP LINE � PRESSURE REDUCER R&R REMOVE AND RESET CONTRACTOR MUST CALL "DIG SAFE" (AT 1-888-DIG-SAFE) AT LEAST 72 HOURS BEFORE ALL EXCAVATION MUST FOLLOW OSHA, MASSACHUSETTS AND LOCAL REGULATIONS FOR SAFETY. THE START OF CONSTRUCTION. ALL TRENCH EXCAVATION EXCEEDING 3 FEET OF DEPTH WILL REQUIRE A TRENCH PERMIT 'All SIAMESE CONNECTION R&S REMOVE AND STACK 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL AT LEAST 24 HOURS AHEAD FOR FROM THE LOCAL TOWN OR CITY PRIOR TO ANY EXCAVATION. STEEL GUARD RAIL Am ARE HYDRANT RET RETAIN INSPECTIONS BY THE APPROPRIATE AUTHORITY IN ACCORDANCE WITH THE TOWN CONSULTANT - WOOD GUARD RAIL REQUIREMENTS, AS APPLICABLE. � � SGE SLOPED GRANITE EDGING -n-o-o- STOCKADE FENCE ° El WATER METER •PIV .FIV POST INDICATOR VALVE SGC SLOPED GRANITE CURB 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, INCLUDING INSPECTIONS ...:.. . . . . . PATH TIEG TIE INTO EXISTING GRADE THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN, (SEE CHAPTER 370, ACTS OF 1. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER ON ALL NECESSARY INSPECTIONS AT ® ®�r'1� WELL 1963, MASSACHUSETTS) PRIOR TO COMMENCING ANY WORK. THE PRE-CONSTRUCTION MEETING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 'Y� TREE LINE � � Toc TOP OF CURB-x-x-x- -x-x-x- CHAIN LINK FENCE MONITORING WELL TOF TOP OF FOUNDATION 8. BAXTER NYE ENGINEERING & SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES 48 HOURS (2 BUSINESS DAYS) AHEAD OF A REQUIRED INSPECTIONS. STONE WALL C) IRRIGATION CONTROL VALVE INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. 2. AT A MINIMUM, THE FOLLOWING INSPECTIONS WILL BE REQUIRED: 0 SPRINKLER HEAD TOS TOP OF SLOPE �-� RETAINING WALL 9. THE TERM "PROPOSED" PROP. MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS A. INSTALLATION OF SEDIMENT AND EROSION CONTROLS AT LIMIT OF WORK PRIOR TO TOW TOP OF WALL (PROP.) COMMENCING CONSTRUCTION. D D GAS GATE TYP TYPICAL OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET" B. BOTTOM OF EXCAVATION FOR EACH STORMWATER MANAGEMENT (SWM) FACILITY. HAY BALES CONSULTANT (R&R). C. AT COMPLETION OF INSTALLATION OF EACH SWM FACILITY PRIOR TO BACKFILL. ® GAS METER LION UNLESS OTHERWISE NOTED 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION D. FINAL STABILIZATION AND PLANTINGS PRIOR TO REMOVING ANY SEDIMENT AND -2---- -4 MINOR CONTOUR � ® EMH ELECTRIC MANHOLE VIF VERIFY IN FIELD BY CONTRACTOR NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND EROSION CONTROL DEVICES. © ® ELECTRIC BOX VGC VERTICAL GRANITE CURB POST ALL BONDS ASSOCIATED WITH SAME, AND COORDINATE WITH THE ENGINEER AS E. BN WILL NEED TO WITNESS A REPRESENTATIVE UTILITY INSTALLATION BEFORE BACKFILL 2O- MAJOR CONTOUR FOR: REQUIRED. - WATER TOS TOP of SLOPE FE-M-1 ELECTRIC METER 111101 CONTRACTOR TO PROVIDE BN WITH WATER DEPT. APPROVED INSPECTION � '�` LIGHT POLE (DECORATIVE) T COATED CORRUGATED METAL PIPE 1 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED REPORT BOA BOTTOM of SLOPE ACCMP ASPHALT IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE - SEWER FLOOD LIGHT CAP CORRUGATED ALUMINUM PIPE DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY CONTRACTOR TO PROVIDE BN WITH SEWER DEPT. APPROVED INSPECTIONREPORT PREPARED FOR : II - LANDSCAPE LIGHT DIP CAST IRON PIPE UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION BUILDING OF THE AFFECTED WORK. G. GRAVEL BORROW SUBBASE UNDER ALL PAVED AND CONCRETE SURFACES (UNLESS H N SINGLE LUMINAIRE CIT CHANGE IN TYPE OTHERWISE WITNESSED BY A TESTING AGENCY.) Cape Built Development, LLC kJ ENT �EN BUILDING DOOR BN WILL NEED TO WITNESS REPRESENTATIVE INSTALLATION OF VERTICAL AND SLOPED DOUBLE LUMINAIRE q,1p CORRUGATED METAL PIPE 12. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR H. CURBING. 11 Chestnut Street �LD �LD LOADING DOCK ALL BUILDING DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HEREIN ARE z-- � TRIPLE LUMINAIRE I. BN SHALL BE PROVIDED FOR REVIEW ALL TESTING AGENCY LABORATORY MATERIAL AND �oHD � BUILDINGS.OUT OHD OVERHEAD DOOR coND CONDUIT FOR COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE ON-SITE TESTING RESULTS AS REQUIRED UNDER THE PROJECT DOCUMENTS FOR 0 o CPP HIGH DENSITY POLYETHYLENE CORRUGATED Suite M304 BOLLARD QUAD LUMINAIRE FFROMTHE S LATEST PLANS SHALLITE CONTRACTOR EXTERIOR STAKE OUT THE BUILDING CORNERS THE CONTRACTOR SHALL BAXTER COMPLETE REQUIREMENTS, INCLUDING BUT NOT LIMITED TO: 1913 AW AW WALL PACK PLASTIC PIPE - SMOOTH INTERIOR ENGINEERING & SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND - SANDY TOPSOIL SIEVE ANALYSIS AND MATERIAL CHARACTERISTICS PER SPEC Amesbury, MA 0 I DUMPSTER PAD ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK - ALL COMPACTION TESTING RESULTS FOR BACKFILL. T SIGN CS CURB STOP FOR WATER LINE - GRAVEL BORROW MATERIAL UNDER PAVING, SIDEWALK, SITE SLABS, PADS, WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE ETC. AS TO DEPTH OF MATERIAL PLACEMENT AND COMPACTION TESTING RESULTS. SIGNAL ARM DOUBLE SIGN ® O DIP DUCTILE IRON PIPE MADE IF NECESSARY. - BITUMINOUS CONCRETE PLACEMENT AND COMPACTION TESTING RESULTS. MANHOLE pM THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MATERIAL SAMPLE'S TO AND • PARKING METER C. UTILITY POLE/GUY WIRE DS DOWN SPOUT 13. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE COORDINATING WITH THE TESTING AGENCY AS REQUIRED. 10 PARKING COUNT 0- --0- UTILITY POLE GUY POLE E ELECTRIC OF OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY / AND COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. PROJECT TITLE 9 COMPACT PARKING STALLS ® © HAND HOLE F&C FRAME AND COVER 255 Main Street 14. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION 11111111111 CROSSWALK ® PULL BOX F&c FRAME AND GRATE MEETING AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. Hyannis, MA mo SILT FENCE/HAYBALE G GAS 15. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE CROSSWALK DIVERSION BERM/SWALE ANY FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. AND HAY BALE CHECK DAM HYD HYDRANT 0 CONC. PAVEMENT 16. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL to INTERCEPTOR DRAIN CONSTRUCTION MEANS AND METHODS. BAXTER NYE ENGINEERING & SURVEYING, DOES NOT 0 STANDARD DUTY FLEXIBLE PAVEMENT Q PI POINT OF INTERSECTION INV INVERT ELEVATION ASSUME ANY RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL HEAVY DUTY FLEXIBLE PAVEMENT FLARED END SECTION (FES) FEDERAL, STATE, AND LOCAL OSHA REQUIREMENTS AND REGULATIONS SHALL BE FOLLOWED WITH STONE PROTECTION PD PERFORATED DRAIN BY ALL PERSONNEL ON THE JOB SITE AT ALL TIMES. ® HANDICAP RAMP s"PD PERIMETER DRAIN PVC POLYVINYL CHLORIDE PIPE 17. THE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH, AND DEBRIS FROM THE HANDICAP PARKING PROJECT SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT SITE. VAN-ACCESSIBLE HANDICAP PARKING RCP REINFORCED CONCRETE PIPE THE CONTRACTOR SHALL LEAVE THE SITE IN A SAFE, CLEAN, AND LEVEL CONDITION AT THE VA PAVED WATERWAY (PWW)WITH STONE PROTECTION RD ROOF DRAIN COMPLETION OF THE SITE CLEARANCE WORK. ® CART CORRAL S SEWER 18. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES Detail no. T SHALL BE REMOVED, AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE, TO on DETAIL OR SECTION REFERENCE JUTE MAT IN SWALE C/O SEWER CLEANOU NATURAL STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, Sheet no. SD STORM DRAIN LOAM, PEAT, ALL ORGANIC MATERIAL, SNOW, ICE, CONSTRUCTION RUBBLE, TRASH, AND OTHER �,,1 � �',•� DELETERIOUS DEBRIS. TREES AIL T TELEPHONE 19. TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET ® JKL 11-08-18 PERMIT SET WETLANDS ��j TSV&B TAPPING SLEEVE, VALVE & ONLY UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. SHRUB 8 JKL 10-29-18 PROGRESS PERMIT SET & BOX RISER -- 50' WETLAND BUFFER 20. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE -- 100' WETLAND BUFFER EXIST PROP UP U11UTY POLE CONTRACTOR'S OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS 0 JKL 09-25-18 PER ARCHITECT COMMENTS REPRESENTATIVE, SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL -- 200' WETLAND BUFFER Lr LP LOW POINT MF VERIFY IN FIELD CONDITION AT THE CONTRACTOR'S EXPENSE. t0 JKL 07-09-18 PER SITE PLAN REV1EW COMMENTS LIMIT OF WETLANDS HP HP HIGH POINT VCP VITRIFIED CLAY PIPE 21. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE N 0 BY DATE DESCRIPTION- WETLAND FLAG G8 GB GRADE BREAK RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE S H E ET TITLE 52 W WATER LOCATION OF SUBSURFACE ROCK. ----- 100 YEAR FLOOD PLAIN 2i.z1 27.21 TOC Q x27 i 1 BC x27.I5 eoc TOP & BOTTOM ELEVATION 1.25 22. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEINER, AND UTILITY Legend and General MITIGATION AREA LINE „ 2 Y �l SPOT ELEVATION w/LEADER FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES EDGE WATER 21+ 2t+25 SPOT ELEVATION DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. Notes Plan CD rq BORING LOCATION 23. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED oo O TELEPHONE MANHOLE TEST PIT LOCATION OTHERWISE. SHEET NO 3 TELEPHONE MARKER • ' BENCH MARK 24. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. ALL JOINTS ci so TRAFFICTIE IN TO EXISTING GRADE To TRAFFIC SIGNAL � - TO EXISTING PAVEMENT SHALL BE SAWCUT TRUE AND STRAIGHT. ALL CRACKED OR a SIGNAL BOX INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND CD FACP RQY I YI REPRESENTS EXISTING INFORMATION REPLACED. ry o FlRE ALARM CONTROL PANEL DATE : MAY 29, 1 if FB a El ARE ALARM BOX BLACK TEXT REPRESENTS PROPOSED INFORMATION o TRANSFORMER PAD IS S UED FOR PERMIT - NOT FOR CONS TR UCTION SCALE : NOT TO SCALE o ® TELEPHONE RISER DRAWN B Y : JKL CHECKED B Y : MINE MAIL BOX o J O B N 0 : 2017-039 F I L E : 2017-039 LG.dw N r .-i O N 0 '4 .W � BAXTER NYE GENERAL NOTES _ 1. THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE COMM014S AT 255 MAIN STREET. 7. QMRONMIWAL 8. UTILITY INFORMATION SHOWN HEREIN: LOCUS AREA IS COMPRISED OF: _ h F , °w �Z PER MASS GIS OLIVER AS OF 05 11 2017. THE CONTRACTOR SHALL CONTACT DIG SAFE AT 1 888-ING-SAFE AND UTILITY COMPANIES TO y �Q�� / / ( ) s " mot` LOCATE THE LOCA71ON OF ALL EXISTING UTWIIES, AT LEAST 72 HOURS PRIOR TO THE START OF BAXTER NYE 2. PER CURRENT ASSESSOR'S RECORDS: SITE DOES NOT APPEAR TO BE WITHIN AN A GE C (AREA OF CRITICAL ENVIRONMENTAL CONCERN). CONSTRUCTION. EXISTING UNDERGROUND INFRASTRUCTURE UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE ( z" � Y OWNER: CAPEBUILT 255 MAIN STREET, LLC . SITE DOES NOT APPEAR TO BE WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE AS BEEN RESEARCHED BASED ON THE AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR DEED BOOK 31172, PAGE 220 AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCASIONED BY ,;,' ,y.:, t I �' ENGINEERING MAPPED ON MASS US OLIVER PER NHESP "ESTIMATED HABITATS OF RARE WILDLIFE" FOR USE NTH �- , ? g RECORD PLAN BOOK 73 PAGE 123, do BOOK 96 PAGE 41 THE CONTRACTORS FAILURE TO LOCATE SAID INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD = Y r " " e THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10) ASSESSOR'S MAP 327, PARCEL 247 CONDITIONS DIFFER FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER S U RV EYING 3. PROJECT BENCHMARK: AS SHOWN ON THIS PLAN SITE DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL AS MAPPED ON MASS GIS OLIVER IMMEDIATELY FOR POSSIBLE REDESIGN. y' f PER NHESP CERTIFIED VERNAL POOLS m k 3 • • SOURCE INFORMATION FROM PLANS HAS BEEN COMBINED WITH OBSERVED EMDENCE OF UTIU71ES t0 K M r� 4. ZONING INFORMATION: DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER LACKING EXCAVATION THE EXACT • SITE DOES NOT APPEAR TO BE WITHIN A PRIORITY HABITAT AS MAPPED ON MASS GIS OLIVER PER �Y F , NHESP "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETTS LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY ' 4; Registered Professional Engineers ZONING DISTRICT : M DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED 9 �� f and Land Surveyors �- t ' , y ENDANGERED SPECIES ACT REGULA710NS 321 CMR 10 �� •-�-- � � � � �� � CURRENT MINIMUM ZONING REQUIREMENTS: � ( )• THAT EXCAVATION MAY BE NECESSARY. � MIN. LOT AREA = 5,000 SF SITE DOES NOT APPEAR TO BE WITHIN WITHIN A STATE APPROVED ZONE GROUNDWATER RECHARGE MIN. LOT FRONTAGE _- 10� PROTECTION AREA. LOT IS SERVICED BY TOWN SEWER. SEWER INFO SHOWN PER "PLANS AND PROFILES MAIN ,� 78 North Street - 3rd Floor FRONT YARD = 4' SIDE & REAR YARD = 0' N/A STREET,' SHEET 6, JULY 1937 AND 'PLAN SHOWING BARNSTABLE ROAD DRAINAGE SYSTEM," Locus Map Scale:1 =2000, Hyannis, Massachusetts 02601 OVERLAY DISTRICTS: HYANNIS MAIN STREET WATERFRONT'HISTORIC DISTRICT 0SITE DOES NOT APPEAR TO BE WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY PREPARED BY BARNSTABLE DPW ENGINEERING DIVISION, DATED MARCH 23, 2000 (BARNSTABLE B.O.H. REG. 360-45). TOWN WATER SERVICE SHOWN ON THIS PLAN FROM WATER DEPARTMENT TIE CARD 174 TO 255 Phone - (508) 771-7502 MAIN STREET. Fax - (508) 771-7622 5. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE www.boxter-nye.com RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. THE EXISTING FFJITURES 0 GAS SERVICE SHOWN ON PLAN PER FIELD LOCATED VALVE dt METER, CONFIRMED WITH NATIONAL SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY GRID MAPPING PERFORMED BY BAXTER NYE ENGINEERING & SURVEYING ON MAY 9, 2017. • ELECTRIC LINE SHOWN ON THIS PLAN WAS FIELD LOCATED NWA71NG OVERHEAD SERVICE FROM 6. COMMUNITY PANEL NUMBER: 250001 0569 J, EFFECTIVE DATE 07116114. UTTUTY POLE 33/18 ON MAY 9, 201Z ELECTRIC METER WAS FIELD LOCATED, AND UNDERGROUND THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE X (UN-91ADED) SERVICE TO UTILITY POLE 249/2 IS ASSUMED TO BE LOCATED WITHIN THE SAWCUT PAVEMENT SHOWN. • STORM DRAINAGE SHOWN PER "PLAN SHOWING BARNSTABLE ROAD DRAINAGE SYSTEM,' PREPARED BY BARNSTABLE DPW ENGINEERING DIVISION, DATED MARCH 23, 2000. P STAMP OF IMA11`THEW w EDDY CIVIL No.43183 I a2 It j t 1 1 O08T I m � z / ' ! CONSULTANT 0 1 EXISTING BUILDING ypj #247 N/F EAST END CONDOMINIUMBK. 3777 PG. N ZN POSSIBLE ENCROACHMENTS: Z DEED PARCEL 327 246 42 PORTION OF BUILDING WALL, 1-v I BUILDING CORNER, AND Z / r D W V) UTILITIES. / / CONSULTANT G U2P4/RISER/ ANS_ o 9/2 196.05' / / AS-JLJ _ _ J STOCKADE FENCE i O THRESHOLD O ON ^ H� 0H EL.=31.58 2�9.8 - ----` BENCHMARK o HYDRANT STREET SIDE �i� PREPARED FOR : o BONNET BOLT W /' ELEV=31.82 (NAVD88) Cape Built Development, LLC _ 28.9 N �: °.. .. (2 STORIES) ` (011 Chestnut Street U co4 ; ���� PARCEL 327-247 N JAMES R. & sH RAN Lam. Suite M304 BUILDING r'`l. �-}\ of 11,907t SF 3 LAGER��RREEN tr OVERHANG (TYP) EXISTING BUILDING ' DEEPBK. 3046NPG. 29 Amesbury, MA 01913 ' 32#255 MAIN STREET 24 _ (3-STORIES PLUS BASEMENT) LELECJ WOOD STEPS & �, ' 7 ' :OD ° LANDINGS to y O °� - 83.0, PROJECT TITLE A I DECK \ \ . r 255 Main Street r �' � � D tr6I Hyannis, MA 8.5 78-7 29.4 AC I r 28.5 27.9 \ .3 8.8 PAVED DRIVE do PARKING 270 l'E I p ;, Z i Epp x'2�6 X 28.4 fl4i' r''' i �'-.<= _ APPROX. LOCATION EX. ��� � � � t W W W --J-�W 8.�' I SERVICE CONNECTION t JT APPROX. INV=18.1:L-\ N 2207 5 (VIF) SEE NOTE #8. �_ i o I N 26'19'55" 52.1T •- S" W 126.03' ZpRo It _ S - SMH R=28.3 $ $ $ �,28 2$ $ S f $ $ 28 (NOT OPENE S S S G N do DAALE MARTINO INC. r , ® JKL 11-08-18 PERMIT SET o / 28.1 G G G G G G C/o SUPERIOR HOTEL MANAGEMENT CORP i° ri fry c�'S �,' / �' ® JKL 10-29-18 PROGRESS PERMIT SET G DEED BK. 13248 PG. 344 ° r , ® JKL 09-25-18 PER ARCHITECT COMMENTS I nt'i/1 N D G 8 BENCHMARK , > r r G PARCEL 327-127 JKL 07-09-181 PER SITE PLAN REVIEW COMMENTS MANHOLt RIM �\ ELEV=28.31\`(NAVD88) O O /' r 26.9 it °° // S NO O BY DATE I DESCRIPTION ' r ' \ ' 28.2 pd / lr i rr f iD p SHEET TITLE 1 10 MINUTE ,� r rr r p , - 1 PAVED DRIVE & PARKING PARKING SPACE r r �� ' ` ' ' 'r-� t 1 �� ` `� D r r ' S Ex�st�n Conditions � � ° $ - �11 D o \ t Plan N G D- � - i i i i r i --- � SHEET NO W 1 0 \\ \ C2nO o EXISTING BUILDING C I N I p 9 #259 DATE : MAY 29, 2017 q a 10 0 10 20 SCALE IN FEET a SCALE : 1'=10' 0 ISSUED FOR PERMIT - NOT FOR CONSTRUCTION DRAWN B Y: DF CHECKED B Y: MWE F JOB N O: 2017-039 FILE: 2017-OOO.dw 0 N 0 NOTES ZONING TABLE BAXTER 19YE - LANDSCAPE NOTES � ZONING DISTRICT(S): HVB (HYANNIS VILLAGE BUSINESS DISTRICT) � 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS, TOWN ORDINANCES, Plant Schedule 1. PLANT SOIL SHALL BE 1/3 SPHAGNUM PEAT MOSS AND 2/3 FERTILE FIELD LOAM BY VOLUME. OVERLAY DISTRICTS: HYANNIS MAIN ST WATERFRONT HISTORIC DISTRICT '' ` SURVEYING REQUIREMENTS, AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION MEETING AT 2. MULCH SHALL BE HORTICULTURAL QUALITY HEMLOCK BARK. WHERE MULCH BEDS ARE AROUND A ALLOWED USE: MIXED USE DEVELOPMENT PROPOSED USE MIXED USE DEVELOPMENT BUILDING, THE MULCH SHALL BE HELD 20" OFF THE BUILDING AND 3/8" LANDSCAPE PEASTONE SHALL RESIDEENTIIALTAURANT TOTAL GROSS 3805 SF OOR AREA = 14506 SF LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. KEY DESCRIPTION QTY. SIZE BE PLACED WITHIN THIS 20" AS A DRIP EDGE AROUND THE BUILDING PERIMETER. PEASTONE COLOR TO PROP 1 st FLOOR = 3926 SF BAXTE R NYE 3. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY BE SELECTED BY OWNER/ARCHITECT. PROP 2nd FLOOR = 3809 SF FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. EXIST USE: MIXED USE 6 3" CAL PROP 3rd FLOOR = 2966 SF 3. TREE PLANTINGS SHALL BE COMMON DECIDUOUS VARIETIES CAPABLE OF REACHING A HEIGHT OF 30' EXIST TOTAL BUILDING AREA = 13,824 SF ENGINEERING & 4. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED RUNNING SLOPES ON (;J DECIDUOUS TREE Q MATURE (PER BARNSTABLE ASSESSOR RECORDS) WALKWAYS SHALL BE LESS THAN 5% AND ALL CROSS SLOPES <2X. THESE ARE MAXIMUM SLOPES PORTION OF EXIST BLDG TO BE DEMOLISHED SURVEYING WITH NO TOLERANCE. ALL WORK WILL BE IN ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF 4. SHRUB PLANTINGS SHALL BE COMMON VARIETIES CAPABLE OF A MINIMUM HEIGHT OF 3' ® MATURITY. EXIST BLDGS FOOTPRINT=4,312 SF THE U.S. ACCESS BOARD, AMERICANS WITH DISABILITIES ACT do COMMONWEALTH OF MASSACHUSETTS. PROP TOTAL SITE BLDG FOOTPRINT=3,995 SF ARCHITECTURAL ACCESS BOARD. LOW SHRUB 17 3' 5. LOWER STORY PLANTINGS: SHRUBS 30-46 INCHES TOTAL PARCEL AREA: 11,907 SF 0.27 AC 5 DEMOLISH/REMOVE ALL EXISTING STRUCTURES, FOUNDATIONS, CONCRETE PADS, FENCES AND 6. PLANTS SHALL CONFORM TO MOST RECENT STANDARDS OF THE AMERICAN NURSERYMENS REQUIRED/ALLOWED REQUIRED/ALLOWED EXISTING PROVIDED APPURTENANT ITEMS UNLESS OTHERWISE NOTED TO SAVE, SALVAGE OR RESET. SALVAGE EXISTING ASSOCIATION. LOT AREA: 5,000 SF 11,907 SF 11,907 SF PAVEMENT IN AREA OF PARKING WHERE ASPHALT IS STRUCTURALLY SOUND, SHOWS NO SIGN OF FRONTAGE: 10 FT 66 FT 66 FT Registered Professional Engineers CRACKING, AND MEETS PROPOSED GRADES SHOWN ON GRADING PLAN. CAUTION: LANDSCAPER SHALL IDENTIFY ALL UTILITIES AND BUILDING 7. PROVIDE 6" TOPSOIL do FINE GRADE do SEED ALL AREAS NOT OTHERWISE NOTED. BUILDING SETBACKS and Land Surveyors 6. EXISTING PAVING EDGES SHALL BE SAWCUT TO CREATE A CLEAN EDGE WHERE IT IS TO BE TIED INTO CONNECTIONS PRIOR TO INSTALLING PLANTINGS. FRONT SETBACK 0 FT MATCH FACADE 2.3 FT 8.4 FT 8. ALL PLANTINGS AT DRIVE WAY ENTRANCES WILL BE MAINTAINED TO A HEIGHT OF 3 OR LESS AS TO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO REMAIN. BROKEN NOT OBSCURE TRAFFIC VISIBILITY. SIDE SETBACK NONE 0.8 FT 5.6 FT 78 North Street - 3rd Floor OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE. REPLACED WITH SUITABLE COMPACTED REAR SETBACK NONE 78.7 FT 79.0 FT Hyannis, Massachusetts 02601 MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. ANY SAWCUT LINES SHOWN ON THE PLANS ARE MAX. BLDG. HEIGHT STORIES • APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL BE DETERMINED BY THE CONTRACTOR IN THE ( ) 3 STORIES OR 35 FT 3 STY/42.4 FT** 3 STY/42.4 FT** FIELD TO PROPERLY BLEND TO THE SURROUNDING GRADES. PROPOSED ASPHALT SHALL BE PROPERLY ON SOUTH SIDE OF MAIN BUTTED AND BLENDED TO SURROUNDING ASPHALT WHICH IS TO REMAIN. THE BLENDED TRANSITION ST WITHIN 25' OF ROW Phone - (508) 771-7502 BETWEEN PROPOSED AND EXISTING ASPHALT SHALL BE WITH AN APPROXIMATE 1.5% GRADE UNLESS UNLESS SPECIAL PERMIT Fax - (508) 771-7622 OTHERWISE IDENTIFIED. THE JOINT SHALL NOT BE ABRUPT. MAX. LOT COVERAGE (STRUCTURES): 100% (11,907 SF) 36.2% (4312 SF) 33.6% (3995 SF) WWW.boxter-nye.com 7. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE OF CURB WHERE APPLICABLE. FAR (FLOOR AREA RATIO) 3.0 1.16 1.23 8. ALL PAVEMENT MARKINGS AND STRIPING SHALL FOLLOW MUTCD STANDARDS. TYPICAL LINE WIDTH STREET TREES (1 TREE/30 FT FRONTAGE) 66 FT/30 FT-2.2 2 TREES 2 TREES FOR LANE AND PARKING STALL STRIPING SHALL BE 4 INCHES UNLESS OTHERWISE NOTED. PARKING STALL COLOR SHALL BE WHITE, TYPICAL, UNLESS OTHERWISE NOTED. PARKING LOT LANDSCAPING PARKING LOT TREES (1 TREE/5 SPACES) 20 PS/5=4 4 TREES 9. BUILDING AND SITE SIGNAGE SHALL MEET REQUIREMENTS OF TOWN ZONING AND/OR SIGN FRONT PARKING SETBACK TO PROP. LINE 10 FEET 19.2 FT 10.9 FT ORDINANCES. SIDE PARKING SETBACK TO PROP. LINE 6 FT 0.8 FT** 2.0 FT** 10. SITE LIGHTING - SEE ELECTRICAL DRAWINGS IN ARCHITECTURAL PLAN PACKAGE FOR DETAILED REAR PARKING SETBACK TO PROP. LINE 6 FT 1.3 FT** 2.0 FT** INFORMATION. PARKING SETBACK TO BUILDING 6 FT 4.5 4.5 FT** PARKING TABLE MULTI FAMILY = 1 PS PER BR FOR 1 AND 2-BR UNITS (8) 1-BR UNITS=1 PS x 8 1-BR UNITS=8 8 SPACES OF P STAMP (2) 2-BR UNITS=2 PS x 2 2-BR UNITS=4 4 SPACES RESTAURANT-50X x 1/3 SEATS + 1/2 EMP PLUS 5 PER TAKEOUT AREA EDDY 40 INSIDE SEATS / 3 - 13.3 SPACES CML 8 OUTDOOR SEATS / 3 = 2.7 SPACES „� �N0.43183 8 EMPLOYEES / 2 EMP = 4 SPACES Q /8tC. - 1 TAKEOUT AREA X 5 SPACES 5 SPACES i►s TONAL 2 A TOTAL RESTAURANT SPACES x 5OX 12.5 SPACES D5� TOTAL PARKING SPACES WITHIN 500 FT OF SITE: SPACES 25 SPACES 21 SPACES 20 SPACES ONSITE � 1 C S U L T N min ACCESSIBLE PARKING (TOTAL/V )* 1/1 SPACES 1/1 SPACE 0 M DESIGN VEHICLE PASSENGER �o�•+ *ACCESSIBLE PARKING SPACE ARE INCLUDED AS PART OF THE TOTAL PARKING REQUIRED/PROVIDED COUNT. **PRE-EXISTING NON-CONFOR ING H,qo __--- ej PROPOSED 3' WROUGHT EXISTING CONSULTANT IRON FENCE WITH GATE, SEE y WIDEN CONCRETE ARCHITECTURAL PLANS FOR BUILDING SIGN SUMMARY �Ij, SIDEWALK TO 5' DETAILS, TYP. #247 N/F EAST END CONDOMINIUM IATIoN REAR TWO-STORY PORTION CONCRETE PAD FOR TEXT QUANTITY OF EXISTING BUILDING TO DEED BK. 3777 PG. 342 U.LC.D• VN�TEIiCIFICHEIGHT N .� BRICK TRANSFORMER PARCEL 327-246 NUMBER WALK 3 WIDE GRAVEL PATH WITH GROUND BE 7�\ MCOVER PLANTINGS ON BOTH SIDEREMOVE AND RELOCATED = PROPOSED FENCAr E (2) 6" BOLLARDS HC* 12" 18" ® 1 Ls LS OMM7M FRONT BUILDING FACADE AND - - --T-- - -- - ---- -... .. -- ----- - -- -- - 4 REaor�iis PREPARED FOR : BALCONY PORTION OF EXISTING II U,c� ' - .AREA'_--------- - �----- ----- ---------�------ --- � � � � (1) " �S • . Cape B Development, LL BUILDING TO BE REMO o z . LS _ o Built Dev C � EO I D 60.3' LS Ls �c: (4 CCB 11 Chestnut Street r I rn >..' 3" CALIPER DECIDUOUS , ."..� .• 5 IN. 3 v TREE WITH MIN. 25 SF : 34.0':: :: ::::: :: :: 1 SIGN INSTALLER SHALL COORDINATE SPECIFIC SIGN I INFORMATION AGENCIES AS AND C WORDING ES RSARRY G REQUIREMENTS WITH LOCAL Suite M304 a PERMEABLE AREA �':.:: :: ::;:•;:•;: ::::::: :: :: :: ::.::;:• :: :: :• i` "La W- ALL SIGNAGE MUST BE IN CONFORMANCE WITH THE Amesbury, MA 01913 PR4PIIJIM::;1F�E4'ON$?ACTION :;: ::; z (4) 3 CALIPER FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM m : SEE ARCHITECTURAL o ' , PLANS FOR RAMP DETAILS : SF,FOOfiP T: : ::: -t�v d DECIDUOUS TREES TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, CONCRETE ALL APPLICABLE CODES, AND LOCAL REQUIREMENTS. STEPS (3 RISERS), SEE ARCHITECTURAL �" : �S'GTow$:PI-US: 1A�: : P o�o LOCAL REQUIREMENTS, WHEN THEY EXIST, SHALL PLANS FOR DETAILS I;.":REAR ;TWA.STORY;P Rf1ON'.: ::;::::::I;;::: �. e 4. PARCEL 327-24� BUILDING OF:EX1571NG:8U11D(NG;:::::::::::::: ::::::: :: :. :: : e ' DUMPSIER PAD WITH N/F JAMES R. & SHARAN SUPERCEDE MUTCD. OVERHANG TYP EXISTING BUILDING LAGERGREN * ADD "VAN ACCESSIBLE" WHERE ASTERISKED " O ) ::DECKS,:-STAIRS-:ANb:: :: :: :: : ::: :: : :: :: :: `�"� FENCED ENCLOSURE 11 ,9 Q 7 S F ' i• .' e , ,• •a DEED BK. 13046 PG. 29 EXISTING 13 TREE rn I::LAN©INGS:To:BE:REMO PARCEL 327-124 TO REMAIN 4.T C , z #255 MAIN STREET ( °' I: e TO PROPOSED FEN (3-STORIES PLUS BASEMENT) �+" PROJECT TITLE Ac�l �T:• :• �e ' 255 Main Street a� rn EXIBTM BUL DM To BE I: :• '. :: :: : .' :: ::.::::: .:' :° 9 W x 20 L PARKING v_cr o= z 2v•• STALLS, SEE DETAIL #440 PROPOSED 3' WROUGHT m z 2,T28 8F :: 4- Hyannis, MA IRON FENCE (TYP) II rho (3-8TORE8 PW8 BAD I ::.. .• ° rn , �o o z - � ' ' ; s 20' • Ito) I n ► v 0 rn 24'TYp. N� nll Q BITUMINOUS CONCRETE 0 m �' X SURFACE PER DETAIL #418 20 7Yp. REMOVE EXISTING FENCE I z TIE INTO EXIST. SIDEWALK I 3" CALIPER DECIDUOUS 12.0' I TREE WITH MIN. 25 SF EN LAWN AREA PERMEABLE AREA e,• _ _ SAWCUT LINE (TYP) '° . '. . ti 4'vWAbE CENJCRf+IE WALK' •"• �. " 8.42''' e o e ' d/ J J " •e a' �" e•a , J t� ;•� 6.1. CONCREI�.CURE 9 as AC'T°'e' .. �.B L � 4 a • 1=op �! EDP LIMITED ECIPROCA I CONCR WHEELST PER E SEMENT ' ° -443 ACCESSIBLE CU110 ' R ° ► . o DETAI C (TYP) LS 24 CUT RAMP ` amuwmw� LS ® JKL 11-08-18 PERMIT SET 1 - - -PROPOSED STRIPING ® JKL 10-29-18 PROGRESS PERMIT SET W""Il 1A VGC C� ® JKL 09-25-18 PER ARCHITECT COMMENTS ,q/�� ' 01 JKL 07-09-18 PER SITE PLAN REVIEW COMMENTS ' vV N/F DAALE & MART(NO INC. p ' NO BY DATE DESCRIPTION C/O SUPERIOR HOTEL MANAGEMENT CORP ' SHEET TITLE a m ACCESS AND O DEED BK. L 327 12 344 PARKING EASEMENT PARCEL 327-127 Layout and • • _ • Dimension Plan PAVED DRIVE & PARKING 10 MINUTE PARKING SPACE • SHEET NO v r-1_ ❑ C3sO ACC - _ � o - /� DATE : MAY 29, 2018 CN - I 10 0 10 20 0- 2 - I EXISTING , FSCALE IN FEET BUDDING ISSUED FOR PERMIT - NOT FOR CONSTRUCTION SCALE : 1"=10 - #259 DRAWN BY: JKL CHECKED BY: MWE o JOB N O: 2017-039 FILE: 2017-M DM.dw 0 O EXCAVATION/FILL NOTES GRADING AND DRAINAGE NOTES, BAXTER NYE 1. SIDE SLOPES OF TRENCH EXCAVATIONS DEEPER THAN 4 FEET 1. THE PROPOSED FIRST FLOOR ELEVATION - 31.58 SHOULD BE FLATTENED (AS REQUIRED BY SITE CONDITIONS) TO AT THE PROJECT ELEVATIONS ARE BASED ON THE NAVD88 ENGINEERING & SU V Y N LEAST 1HAV OR SUPPORTED WITH TRENCH BOX OR SIMILAR DEVICE. VERTICAL DATUM. ALL WORK SHALL BE PERFORMED SAFELY AND IN ACCORDANCE WITH OSHA AND MOSHA REQUIREMENTS. CONTRACTOR SHALL OBTAIN 2 DEBRIS, STUMPS, EXCESS, AND UNSUITABLE MATERIALS FROM THE TRENCH PERMIT AS REQUIRED. CLEARING & DEMOLITION OPERATIONS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER BY THE BA/��( TE R NYE 2. AFTER REMOVAL OF TOPSOIL AND INADEQUATE MATERIALS, CONTRACTOR GENERAL FILL SUBGRADE SHOULD BE PROOF-ROLLED WITH A LOADED 10-WHEEL TANDEM-AXLE DUMP TRUCK. THE 3. DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO ENGINEERING & PROOF-ROLLING SHOULD BE PERFORMED AS DIRECTED BY A CONTROL SEDIMENT TRANSPORT BEYOND THE LIMIT OF WORK. GEOTECHNICAL ENGINEER. NO FILL SHOULD BE PLACED UNTIL THE SUBGRADE IS APPROVED BY A GEOTECHNICAL ENGINEER. BORROW 4. DISTURBED AREAS SHALL BE TREATED WITH WATER DURING U R VE YI N G MATERIALS FOR FILL OPERATIONS FOR GENERAL SITE GRADING EXCAVATION, OR APPROVED ALTERNATIVE, TO CONTROL THE DUST. SHOULD MEET AASHTO DESIGNATION A-2-4 (CLASS III) OR MORE GRANULAR AND BE APPROVED BY A GEOTECHNICAL ENGINEER. ALL 5. THE SITE SUBCONTRACTOR SHALL PROVIDE ALL EXCAVATION, FILLS SHOULD BE CONSTRUCTED IN 8" LOOSE LIFTS AND BACKFILL AND COMPACTION NECESSARY TO ACHIEVE THE FINISH COMPACTED AS FOLLOWS, UNLESS OTHERWISE NOTED IN PROJECT GRADES SHOWN N THE PLANS AND FOR INSTALLATION OF SPECIFICATIONS: BUILDING STRUCTURES, PAVING, STORMWATER MANAGEMENT AND Registered Professional Engineers - FILLS SUPPORTING FOUNDATIONS AND FLOOR SLABS, 959E OF ALL UTILITIES (INTERIOR AND EXTERIOR). SITE CONTRACTOR TO d Land Surveyors ASTM D-1557 (AASHTO T-180) REFER TO SITE ELECTRICAL AND MEP PLANS FOR ADDITIONAL an - TOP 24 INCHES OF ROADWAY SUBGRADE AND SUBBASE, 95% OF INFORMATION AND DETAIL. ASTM D-1557 (AASHTO T-180) 78 North Street - 3rd Floor - RETAINING WALLS AND FILLS WITHIN ROADWAY (BELOW TOP 24 EXISTING PAVING EDGES SHALL BE SAW CUT TO CREATE A CLEAN INCHES OF SUBGRADE A AND SUBBASE), ROADWAY OF ASTM D-1557 EDGE WHERE IT IS TO BE TIED INTO NEW PAVING, OR WHERE Hyannis, Massachusetts 02601 INCHES F SUB92X ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE - FILLS IN GREEN SPACE, 90% OF ASTM D-1557 (AASHTO T-180) REPLACED WITH SUITABLE COMPACTED MATERIAL PER PAVEMENT Phone - (508) 771-7502 - FILLS UNDER AND AROUND STRUCTURES, MANHOLES, TANKS, SECTION DETAIL HEREIN. ANY SAWCUT LINES SHOWN ON THE PLANS VAULTS, ETC. AND PIPE EMBEDMENT (BEDDING, HAUNCHING AND ARE APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL BE Fax - (508) 771-7622 INITIAL BACK FILL), 95% OF ASTM D-1557 (AASHTO T-180) DETERMINED BY THE CONTRACTOR IN THE FIELD TO PROPERLY www.boxter-nye.com BLEND TO THE SURROUNDING GRADES. PROPOSED ASPHALT SHALL BE PROPERLY BUTTED AND BLENDED TO SURROUNDING ASPHALT WHICH IS TO REMAIN. THE BLENDED TRANSITION BETWEEN PROPOSED AND EXISTING ASPHALT BE ACCOMPLISHED WITH AN ABBREVIATIONS APPROXIMATE 5%RADE UNLESS OTHERWISE IDENTIFIED. THE boc 80TU OF CURB JOINT SHALL NOT BE ABRUPT. BOS BOTW OF SLOPE 6. ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE Bow BOTTOM OF MALL STABILIZED WITH 4" LOAM, SEED, & MULCH. THE CONTRACTOR F• FNISFIED FLOOR EEVATM SHALL BE RESPONSIBLE FOR AREAS UNTIL VEGETATION HAS BEEN GB GRADE&TAK PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 AND AREAS THAT SHOW SIGNS OF EROSION FROM CONCENTRATED FLOWS w HGH PONIT SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS LP LOW POW (ECB) OF CURLEX DOUBLE NET - CURLEX II .98 BY AMERICAN EXCELSIOR COMPANY OR EQUAL. IT SHALL BE THE RESPONSIBILITY toc 7W OF an OF THE CONTRACTOR TO PROVIDE REQUIRED ECB'S AND PROPERLY S STAMP TOW TOP OF WALL STABILIZE ALL AREAS OF THE SITE. N OF 7. ANY USE OF WOOD MULCH SHALL BE KEPT A MINIMUM OF 20" MVIITHEW OFF ALL BUILDING FACES. W. EDDY 8. ALL DRAINAGE STRUCTURES AND PIPING SHALL BE DESIGNED AND CML INSTALLED FOR H-20 LOADING. NO.43183 4' SETTING OF CATCH BASINS AND MANHOLE STRUCTURES SHALL BE ADJUSTED WITH CONCENTRIC OR OFFSET TOPS AS NEEDED FOR MINOR ADJUSTMENTS TO AVOID CONFLICTS WITH UNDERGROUND UTILITIES OR OTHER STRUCTURES. THE GRATE OR MANHOLE COVER SHALL ALSO BE ADJUSTED OVER THE STRUCTURE TO NOT CONFLICT WITH STEPS INSIDE THE STRUCTURE. CONS VkTA i 9. A 25' MINIMUM SEPARATION SHALL BE MAINTAINED BETWEEN ALL STORM WATER MANAGEMENT INFILTRATION FACILITIES AND SANITARY SEWER/SEPTIC DISPOSAL AREAS AND HAZARDOUS STORAGE ' l TANKS/FACILITIES. 10 FEET MINIMUM SEPARATION SHALL BE j MAINTAINED BETWEEN ALL STORM WATER MANAGEMENT INFILTRATION FACILITIES AND SANITARY SEWER/SEPTIC LINES, MANHOLES AND TANKS. 310. CONTRACTOR SOIL INFILTRATION TIONTRATE RAND IGROU D P GROUNDWATER ELEVATION PRIOR TO ORDERING OF MATERIALS OR COMMENCEMENT OF CONSTRUCTION RATE). I/ HR. INFILTRA FROM EDASSUMASSUMPTIONCORSGROUNDWATERR SN PRESENT,SYSTEM MARATE YS CONSULTANT ' N/E EAST END CONDOMINIUM I HAVE TO BE REDESIGNED AS DETERMINED BY THE ENGINEER. ANY DEED BK. 3777 PG. 342 MATERIALS ORDERED OR CONSTRUCTION COMMENCED PRIOR TO THIS ^�Q I PARCEL 327-246 / OCCURRING IS AT THE CONTRACTORS OWN RISK. 1 I UNSUITABLE MATERIALS ENCOUNTERED ADJACENT TO SOIL INFILTRATION LAYERS SHALL BE REMOVED FOR 5 FT AROUND THE � LEACHING SYSTEMS/FACILITIES AND REPLACED WITH SAND BORROW (2) 6" BOLLARDS UP/RISER/TRANS PER MHD M.1.04.0 TYPE B. f! 100 - -- _ � 249/2 ------ 30 - - - N OR � , _ 11. CPP HIGH DENSITY POLYETHYLENE CORRUGATED PIPE WITH � _- ------ - - - - - --- - -- _---- SMOOTH INTERIOR WALL TO MEET ADS N 12 PIPE SPECIFlCAl10 P R A R E D FOR : EQUAL. CPP PIPE USE SHALL BE ALLOWED AS NOTED, WITH A - ------- _ DIAMETER UP TO AND INCLUDING 24 . BACK FILLING CPP MUST e tl & •' •. `.�' - A� ----- ------- - --------- -- - - " Cane Built Development, LLC L -----------'-- T ,�- FOLLOW MANUFACTURERS RECOMMENDA1ONS AND SPECIAL CARE p 1" 3ppt1 1• U UGE-`r-f, r MUST BE EXERCISED (SEE ADS PRODUCT NOTE 3.115). 11 Chestnut Street Cf) a : 60.3 .49 ���'// ?5 30.83 ' BENCHMARK Q >.. _ _ / t ' ► •. <v � 1 12. ALL ROOF DOWNSPOUTS SHALL BE TIED INTO ROOF DRAINS AS .:' .34,b`:.::.: ::;.:: , ;: // 6" CAST IRON ROOF DRAIN r HYDRANT STREET SIDE �� . „. : SEE ARCHITECTURAL PLAN5 FOR /c,� AT 1X MIN., CNNECII� TO _ 29 I SHOWN N THE PLAN. REFER TO ARCHITECTURAL PLANS FOR ALL Suite M3O4 T � � . . . ► '. .:';'::.•:.;:.;•:.', :':'....:•.:.., ::' :•.:.:::. , <v _ BONNETBOf_ BUILDING DETAILS/SECTIONS < ` //� DOWNSPOUT, TV -- - LOCATIONS OF DOWNSPOUTS. CONTRACTOR SHALL PROVIDE TIE-INS ELEV=31.82 {NAVD88} Q� _ TO ALL DOWNSPOUT LOCATIONS. ROOF DRAINS TO BE AT LEAST 6' Amesbury, MA 01913 I . .� ' FOR TREATMENT OF SOIL ,O �: ::.;;. ;::� $ : :: - _ CPP AT 1.00% SLOPE MINIMUM, UNLESS OTHERWISE NOTED ON THE BUILDING INTERFACE -�� _ . . ••► .,' I '• ' - �; • a PLAN. MINIMUM TYPICAL COVER SHALL BE 2 FEET, U.O.N. U::: ::: (B=8Towe::F�t:U8.: A :.:.:. Mw --'sc 3� FF Ei_EY=31..58: :::::w::- •: cam' 13. ALL PIPE INSTALLATIONS SHALL FOLLOW PROJECT 3a:42 r:. :: V w 31 °� . a •° SPECIFICATIONS AND PIPE MANUFACTURER RECOMMENDATIONS. .� \. 1.3929. < 14. ALL GRADING WORK SHALL BE DONE IN A WORKMANLIKE z °xJ MANNER ACCOMPLISHED TO CREATE POSITIVE DRAINAGE AND 31 C� I ► .• 31. r: ::':; ..:.: ::.'::.:: .:.:':.: •,• /Q STORMWAIER LEACHING BASIN ELIMINATE ANY PUDDLING OR PONDING. WHERE NOT OTHERWISE PROJECT TITLE 6 (2) 6' DIA x 4' D H-20 BASINS NOTED OR DEFINED ON THE PLAN, ALL CUT AND FILL SHALL BE a (N I \ ° • 7 BLENDED TO DAYLIGHT AT EXISTING GRADE WITH A 3:1 SLOPE. 255 Main Street I 29. 1►,a• z EXI8TNQ Bu�oNo TO BE - : .:.• '' :47 tbo�c 30 WITHIN 27 90 SINE FIELD 31. I, :..:.,:::, : .. :, ..::;'..':. /�� / <; RIMS- �728 Fpp'�'pp�T _ / S • 12" CPP INV IN-24.28 15. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITH ANY GRADE Hyannis, MA ' TOP OF SLAB=25.95 ISSUES OR QUESTIONS PRIOR TO PERFORMING THE FINISH GRADING (S-STORES Pwe BABBIIEN'n ' . 1. WORK. ► 31. m 7 BOTTOM OF BASIN=21.28 uz 9 z FF ELEV=31.58 : .;;'::::: ::: .: :'° BOTTOM OF SINE=20.78 16. TYPICAL CURB REVEAL IS TO BE 6 IN FOR VERTICAL 1.3� • ®o Uv ob- (SEE DETAIL C-14o) J. p p o 0 oQ a p o o p1 29 FACE) UNLESS OTHERWISE NOTED BY TOP OF CURB (IOC) AND BOTTOM OF CURB (BOC) ELEVATIONS. WHERE THESE ARE NOTED i 0poo t :f �:•:: :::::; °p 6 CAST IRON ROOF R S REVIEW TO PROVIDE REQUIRED REVEALS THE CONTRACTOR HALL BLOCK IN EXISTING BASEMENT " .:,!:.::_;.:::::.: ® D 6o91 DRAIN COLLECTOR AT AND THEN PROPERLY TAPER THE CURB AND FINISH GRADE BACK TO WINDOWS AS NEEDED SEE 6 CAST IRON ROOF p o O o y S=1% TYP cn °) �' ( DRAIN COLLECTOR AT J �' °° p�1 _ THE TYPICAL 6 INCH REVEAL IF TOC OR BOC LABELS ARE NOT N I ARCHITECTURAL PLANS) p o °o 0 rp c- .- \"� v o;• 5=2.2% •• °p p p O<7 p pg�}II.-Q6MI'g'°p p1°p pa 4 SHOWN, ALL SPOT ELEVATIONS ARE BOTTOM OF CURB WHEN t e. o Q o ROOF LEACHIN ASIN °® gyp p o° poo p p p°A o ati p p. ADJACENT TO A CURB FACE. t < : p o p l (2) PRECIS -20 LEACHING pop o° o 04 rf I . ' 6" INV=26.73 EN 0 30 ° o°c`� BASINS, DIA x 4'D VNTHIN `SSA �0 p p° ®a d 17. STORMWATER MANAGEMENT FACILITIES SHALL BE PROTECTED 00 , O I RQ' 0 0 o p 00 10 Wxl STONE FIELD f[p°o° o o D o - FROM SEDIMENT AND SILTATION AT ALL TIMES. JUST PRIOR TO i & e a J. e ' °o°a°o 0 0 0 0 0 0 -0 p p o o°� -n_ COMPLETION, THE SITE SUBCONTRACTOR SHALL PERFORM A FINAL tt} i `9�• ,• J 02 ' - ° d.• d 29 f I< :J a ,16 . i -:;-�-<-RD ° 00 ° RIM 9.5 / poi o poo°°o o° ° p I Q . a RD I ''R�° , . RDA R -� RD' Rbg a, . 30.Oio�c T OF SLAB=26.30 / ° O o p O OQ p o 0 0o p o O / INSPECTION AND CLEANING OF THE STORM WATER MANAGEMENT e f26 ,' Rfl 29.51 boc » / h° �-�,Q o 0 0„ap ono SYSTEM. ALL SEDIMENT AND SILTATION SHALL BE REMOVED FROM a r ; . toc INV IN=24.38 f/ 10, THE BASINS, FOREBAYS, ETC. AND THESE AREAS SHALL BE SHAPED J213.86.•.eJ• a !s•9• ��gg�ppgg 2&56 boc BOTTOM OF BASIN 21.38 , 28 12 LF 12" "." ' /� TO FINAL CONTOURS AND ELEVATION PER THE PLANS. ALL REPAIRS <' ;® ' ► . 52 28.45 toc 28.59 bt�oc BOTTOM OF SINE=20.88 r� / VIMi 77 }� r CPP AT 1% i SHALL BE MADE AS NECESSARY TO THE SATISFACTION OF THE C� (SEE DETAIL #140) / F B :27 hoc 41 " ,tt 7,49 =26.90�� SEEDING, TO PLACING FINAL TOPSOIL, MULCH, VEGETATION. Le toe ' I 2&80 toc OUT=2 .40 LB u�_• : ' ' ' 30 toc t S I �•2B,18 ' S d 18. ANY DEWA11ITiING OPERATION WHEN REQUIRED AS PART OF THE ® KL 11-08-18 PERMIT SET CONSTRUCTION PROCESS SHALL ENSURE ALL DEWATERING OCCURS S ; . b� �P: : : x J;E;G : : : : INTAIN <2.0% tr ,' >' THROUGH A PROPER DEWATERING BASIN (STONE, FILTER FABRIC ® JKL 10-29-18 PROGRESS PERMIT SET f•2&26 WALL DIRECTIONS t // / AND HAYBALES OR OTHER ACCEPTABLE MEANS) PRIOR TO _ _ to : : JKL tt �f i DISCHARGE FROM THE SITE. 10 KL 07-09-18 PER SITE PLACN REVIEW COMMENTS � PROVItaE Gi3AZE..-0AI gJLE'f---L- S S S S ,` , ti �`" S S S S -�EACCHHNNG BASIN r ; t� t web : : : : : ' : : : : : ' S S S S / r t� S NO BY DATE DESCRIPTION .+ s S N F DAALE & MARTINO INC. / / �r 27.95 , . , 28. G• C/O SUPERIOR HOTEL MANAGEMENT CORD SHEET TITLE Q / � DEED BK. 13248 PG. 344 r / o PARCEL 327-127 c� Cn LE ENCHMARK ■ ■ M / ANHOLI'--�IM ' ' 1 LEV=28.3 \�(NAVD88) / tt t r t Grading & Drainage fan "10 / t r 00 D FI i SHEET NO =4 .�\ D o ------ -D ❑ { C400 N U, / ----__- - - DATE : MAY 29, 2018 o I 10 0 10 20 II l o SCALE IN FEET II° ISSUED FOR PERMIT - NOT FOR CONSTRUCTION SCALE : 1»=10' a P 9 ERAW N BY. JKL CHECKED BY: AIWE N O: 2017-039 FILE: 2017-039 GD.dwq 0 O UTILITY NOTES 1. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES BAXTER NYE TO LOCATE ALL EXIS71NG UTILITIES,CONTRACTOR SHALL DETERMINE THEAEX CT LOCATION,LEAST 72RBOTH HORIZONTALLY PRIOR TO THE SRAN VERTICALLY, OFOF ALL ENGINIEFRING & SURVEYING URVE. EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE ENGINEER, OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND � � NYEALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID SYSTEMS, ER INFRASTRUCTURE AND UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY ENGINEERING & CROSSINGS, VERIFY IN FIELD THE LOCATION AND INVERTS OF WATER, ELECTRIC, GAS, TELEPHONE dt DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND SYSTEMS, INFRASTRUCTURE AND UTIUTIES AS REQUIRED. SURVEYING 2. 12" MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL UTILITY CROSSINGS. 3. A MINIMUM 10' HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN WATER AND SEWER LINES. WHERE WATER LINES CROSS SEWER LINES, THE SEWER LINE SHALL BE LOCATED WITH A MINIMUM VERTICAL CLEARANCE OF 18" BELOW THE WATER LINE. THE SEWER LINE JOINTS SHALL BE LOCATED EQUIDISTANT AND Registered Professional Engineers AS FAR AWAY FROM THE WATER LINE AS POSSIBLE. WHEN IT IS IMPOSSIBLE TO ACHIEVE HORIZONTAL and Land Surveyors AND/OR VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER LINE AND SEWER LINE AT THE y CROSSING LOCATION SHALL BE CONSTRUCTED OF MECHANICAL JOINT CEMENT-LINED DUCTILE IRON PIPE FOR ONE FULL 20' PIPE LENGTH OR ANOTHER EQUIVALENT THAT IS WATERTIGHT AND STRUCTURALLY SOUND. 78 North Street - 3rd Floor THE JOINTS FOR BOTH PIPES SHALL BE LOCATED AS FAR AWAY FROM THE CROSSING AS POSSIBLE. BOTH PIPES SHOULD BE PRESSURE TESTED TO 150 PSI TO ENSURE THAT THEY ARE WATERTIGHT. Hyannis, Massachusetts 02601 4. SEWER MAINS TO BE 8" MIN. SDR-35 PVC WITH A MIN. SLOPE OF 0.50% UNLESS OTHERWISE NOTED. SEWER MAINS AND SEWER FORCE MAINS TYPICAL COVER OVER SEWER LINE SHALL BE 6'. IF LESS THAN 4' Phone - (508) 771-7502 OF COVER IS PROVIDED, INSULATE SEWER LINE AGAINST FREEZING IN ACCORDANCE WITH DETAIL #205 OR Fax - (508) 771-7622 EQUAL www.buxter-nye.com 5. COMMERCIAL SEWER BUILDING CONNECTIONS SHALL BE 6" MIN. CAST IRON PIPE, U.O.N., AT A MINIMUM SLOPE OF 1.2% U.O.N. FROM MAINLINE TO BUILDING. A CLEANOUT SHALL BE SET ON EACH SERVICE LINE AT A DISTANCE OF 10' +/- (U.O.N.) OFF THE FOUNDATION. ALL PIPING FOR COMMERCIAL BUILDINGS SHALL BE PER PLUMBING CODE WITHIN 10 FEET OF BUILDING. 6. ALL WATERLINE MATERIALS AND WORKMANSHIP To CONFORM TO THE RULES, REGULATIONS AND SPECIFICATIONS OF THE HYANNIS WATER SUPPLY DIVISION AS AMENDED TO PRESENT. DIVISION HAS AUTHORITY TO AMEND PLANS. IF ANY CONFLICTS WITH THE CONTRACT DOCUMENT OCCUR THE HIGHER STANDARD SHALL APPLY. THE WRITTEN SPECIFICATIONS OF THE HYANNIS WATER DIVISION ARE HEREBY INCLUDED BY REFERENCE AND ATTACHED AS AS SEPARATE DOCUMENT. 7. WATER MAINS TO BE CEMENT LINED DUCTILE IRON PIPE CLASS 52, U.O.N. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE AS REQUIRED BY, AND IN ACCORDANCE WITH THE LOCAL WATER DEPARTMENT AND APPLICABLE AWWA SPECIFICATIONS. DOMESTIC SERVICE TO BE 200 PSI CTS PLASTIC LINE U.O.N., TO DIVISION SPECIFICATIONS SLEEVED WHERE REQUIRED. STAMP 8. GATE VALVES SHALL BE MUELLER ONLY. IRON BODY, BRONZE MOUNTED, DOUBLE DISC, WITH TWO INCH OPERATING NUT WITH MECHANICAL JOINT HUBS. GATE VALVES SHALL CONFORM IN EVERY RESPECT TO ALL APPLICABLE AWWA STANDARDS. VALVES SHALL BE DESIGNED FOR 200 PSI WORKING AND 300 PSI TEST W PRESSURE AND SHALL OPEN LEFT. EDDY CIVIL 9. VALVES SHALL ALSO CONFORM TO THE SPECIFICATIONS OF THE AWWA AS TO SIZE STEM, PITCH OF �No.43183 THREAD, GASKET SEATING AREA SHALL BE FULLY MACHINED TO THE FIXED DIMENSIONS AND TOLERANCES AS PER AWWA SPECIFICATIONS. ALL VALVES SHALL BE PROVIDED WITH "0" RINGS. THE DESIGN OF THE �'�FwtoT� VALVE SHALL BE SUCH THAT THE SEAL PLATE CAN BE FITTED WITH NEW "0" RINGS WHILE THE VALVE IS MA`E UNDER PRESSURE IN THE FULLY OPEN POSITION. 10. VALVE BOXES AND CURB BOXES SHALL BE BUFFALO OR PIONEER AND SHALL BE FURNISHED AND INSTALLED FOR ALL VALVES. THEY SHALL BE CAST IRON, TAR COATED, SLIDING TYPE ADJUSTABLE VALVE BOXES TOGETHER WITH CAST IRON COVERS. SEE WATER DIVISION REGULATIONS. C 0 N OLTA N 11. TYPICAL COVER OVER WATER LINE SHALL BE 5'. IF LESS THAN 4' OF COVER IS PROVIDED, INSULATE WATER LINE AGAINST FREEZING IN ACCORDANCE WITH DETAIL #205 OR EQUAL. 12. WATERLINE INSTALLATION REQUIRES TIE ROD RESTRAINED JOINTS TO BE USED AT ALL BENDS, ENDS OF LINE, VALVES AND FIRE HYDRANTS, PER WATER SUPPLY DIVISION REQUIREMENTS. RESTRAINED JOINTS TO BE INSTALLED PER HYANNIS WATER SUPPLY DIVISION REQUIREMENTS. Nq0 83 ` 13. IF RESTRAINED JOINTS CAN'T BE USED DUE TO PHYSICAL CONSTRAINTS, ONLY AS SPECIFICALLY t!� APPROVED BY THE WATER DEPARTMENT, THRUST BLOCKS TO BE INSTALLED AT ALL BENDS, ENDS OF LINE, VALVES AND FIRE HYDRANTS IN ACCORDANCE DETAIL #301. CONCRETE THRUST BLOCKS AS REQUIRED, CONCRETE SHALL BE 1 PART CEMENT TO 2 PARTS SAND AND 4 PARTS COARSE AGGREGATE. CONCRETE OZ CLASS "C" WITH A 28 DAY COMPRESSION STRENGTH OF 2000 PSI MINIMUM AGGREGATE SIZE OF 1-1/2 CONSULTANT THRUST BLOCKS SIZED PER SPECIFICATIONS. ALTERNATELY PRECAST THRUST BLOCKS TO DIVISION PROPOSED WALL-MOUNT AC N/F EAST END CONDOMINIUM SPECIFICATIONS MAY BE UTILIZED. CARE SHALL BE TAKEN TO ENSURE THAT ALL CONCRETE THRUST cn I CONDENSER UNITS STACKED TWO DEED BK. 3777 PG. 342 BLOCKS BEAR AGAINST UNDISTURBED TRENCH WALLS AND NOT TO ENCASE FLANGES AND BOLTS ON HIGH. REFER IT PLANS STACKED Z PARCEL 327-246 MECHANICAL JOINT FITTINGS. WHERE UNSUITABLE BEARING MATERIAL IS ENCOUNTERED, EXCAVATE AND MECHANICAL ENGINEER FOR DETAILS PLACE SUFl•ICIENT CONCRETE BALLAST TO OFFSET THE ANTICIPATED THRUSTS. Z W ux 14.HYANNIS WATER SUPPLY DIVISION APPROVED WATER SUBCONTRACTOR AND INSPECTOR REQUIRED. COST - WG OF THE INSPECTOR SHALL BE BORN BY THE CONTRACTOR/WATER SUBCONTRACTOR. PROPOSED UNDERGROUND UP/RISER/TRANS c PRIMARY ELECTRIC SERVICE 249/2 15. AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH MASSACIHUSETTS BUILDING CODE -� AND APPLICABLE NFPA REGULATIONS, IF SO REQUIRED. o I ---- ASJ J PREPARED FOR : rn 16. PROVIDE A STORZ OR OTHER REQUIRED FIRE DEPARTMENT CONNECTION (FDC) AT THE LOCATION AS G OH AC SHOWN ON THE PLAN. FINAL LOCATION SHALL BE APPROVED BY THE FIRE DEPARTMENT. REFER TO ON GRAs A� OHUI-___ OH o F, E0 ARCHITECTURAL, MEP AND FPE PLANS FOR LAYOUT, DETAILS, AND SPECIFICATIONS OF FIRE SPRINKLER Cape Built Development, LLC y ma 60.3' AN U E UGE- SYSTEM. 11 Chestnut Street la m :: := : =: 17. GAS, ELECTRIC, DATA/COM IS SHOWN SCHEMATICALLY HEREON. ALL LABOR, WORK, EQUIPMENT AND o �� MATERIALS FOR INSTALLATION of THESE UTILITIES SHALL BE OWNED AND PERFORMED BY THE CONTRACTOR. Suite M304 UTILITIES SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET U.O.N. OR OTHERWISE DIRECTED BY THE ° CONTROLLING UTILITY COMPANY. CONTRACTOR SHALL COORDINATE ALL FINAL LAYOUTS AND DETAILS WITH Amesbury, MA 01913 #1ETT�ON:: ::': APPLICABLE UTILITY COMPANY. USIVi OOTPMT::::: � G . ®. �$ 08:' 8: �$E � J 18. EXTERIOR RESIDENTIAL LIGHTING SHALL BE LOW WATTAGE TYPE AND DIRECTED SO AS TO KEEP ALL A I PARCEL 327-247 LIGHTING WITHIN SUBJECT LOT. ANY SITE LIGHTING USED SHALL BE LOW WATTAGE STREET LANTERNS ON 15' W D a MAXIMUM POLE LOCATED ADJACENT TO SUBJECT LOT DRIVEWAY, PARKING OR WALKWAYS. 907± SF 19. ALL COMMERCIAL LIGHTING SHALL DIRECT ALL LIGHT SO AS TO KEEP ALL LIGHTING WITHIN SUBJECT LOT. ° . z A COMMERCIAL LIGHTING SHALL HAVE THE FIXTURE HEIGHT SET AT 25' MAXIMUM HEIGHT ABOVE GRADE. ALL PROJECT TITLE i UGH71NG DESIGN SHALL MEET THE REQUIREMENTS OF THE CAPE COD COMMISSION TB-95-001 "EXTERIOR EX. MON. WELL TO LIGHTING DESIGN". I ` m EXI8TN0 BU�D�K� TO N == - REMAIN AND RESET TO 255 Main Street z __10:LF:4`:CAST: IRON:KITCHEN: : : :: c FINISH GRADE 20. ALL U71UTY CUTS THROUGH EXISTING CONCRETE OR BITUMINOUS CONCRETE PAVED SURFACES SHALL BE REMODELED-2.728 8F FOOTPI IT SEWER:PIPE:AT $=2:1 :::: SAW CUT. BACK FILLING OF TRENCH SHALL INCLUDE 12" IN DEPTH PLOWABLE FILL TO THE BASE COURSE Hyannis, MA NEW 6" DIP FIRE SERVICE c t�-8TORE8 FLUB BASEII�E�IT1 PROPOSED GAS :BLIJ)14V'.OUT=26.3t :: OF THE SURFACE TREATMENT. THE SURFACE TREATMENT SHALL THEN BE REPLACED IN KIND. " I o m to TO TO BE TIED INTO EX. 12 �° z METER BANK ::::. ::::::: ::::':::::::: :: :: _ :v. 21. SITE CONTRACTOR TO OWN ALL EXCAVATION, TRENCHING, do BACKFlWNG FOR ALL UTILITIES AND WATER MAIN WITH SS I ,� . n - FIRE DEPARTMENT BUILDING MOUNTED LIGHT, TYP. c °a o MISCELLANEOUS WORK INCIDENTAL TO THE SCOPE OF THE PROJECT AND CONTRACT DOCUMENTS. TAPPING SLEEVE AND GATE G) a a o o a a all')''^ CONTRACTOR SHALL REFER TO MEP AND LANDSCAPE PLANS BY OTHERS FOR ADDITIONAL INFORMATION AS VALVE. ALL MATERIALS PER '" STORZ CONNECTION REFER TO ARCHITECTURAL 10:LF;#::CAST:IRON:: ::: : :: : ;: :: .'' 0000 0 01 cs °`' PLANS FOR LIGHTING DETAIL '' ' ��` o°a°° °°o°a° APPLICABLE. HYANNIS WATER SUPPLY c�I rn. ':GREASE=TRAfl::VENT:PIPE: :: :::_:::: : .. ,. - -. DIVISION REQUIREMENTS. USE Q U' Tb:BUILDING:VENT' o 0 o a a� a oa RESTRAINED JOINTS AT ALL "gin PROPOSED 6" DI f :: :: :: :: :: :: : = = o°o O o°� 22. ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR IN BENDS, TEES, ENDS OF �� FIRE SERVICE �(• 4" CI SANITARY o o a o°044� �,� ,-�, -4 ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR NOT THE DETAIL _. _ p. ONES, AND VALVES x . _ o°° o o a o afl o o a oo o°o o a°°o o a�� NUMBER IS SPECIFICALLY REFERENCED. q 90' DI BEND SEWER TO REMAIN. :. - o a o a c� °o a o 0 o a°o 0 0 0 0 o a o G� I » APPROX. INV OUT=25.2f (VIF) A _J °o° o°o°1 °on °o p a o °®°C 23. ALL COVERS CURB BOXES GRATES WELLS AND OTHER FINISH SURFACES SHALL BE RESET TO THE EX. 2 WATER EN o ® 0 5 �,°o° a s 'a 'q EX. GAS METER RVICE a o o ail �o° O O °Q NEW FINISH GRADE. I TO BE REMOVED 0 REMAIN RO )0 00a0 FDC G q < - RD °°°.o0 0 0 0o°o°aa °o°a °°o°o °ocI '�- 24. THE FIRST 10 FEET FROM THE BUILDING FACE FOR STORM DRAIN, SEWER AND WATER PIPING SHALL GAS G G R - RD RD 0 0 °a°o a o°o o°o°p°o 0 0- 0 0 °cl FOLLOW THE PLUMBING CODE. THIS INCLUDES THE FIRST 10 FT OF STORM DRAIN AND SEWER PIPE TO BE G' IRD RD ______ RD RD RD ��°�°°��°°o o° 00�°a°°-° CAST IRON MATERIAL. REFER TO PLUMBING PLANS BY OTHERS AS APPLICABLE. V PROPOSED SECONDARY °W W EOP GREASE TRAP M=28.4 ELECTRIC AND METER BANK 25. WHERE UTILITIES CALLED OUT TO BE ABANDONED IN PLACE OR REMOVED AS NEEDED, CONTRACTOR APPROX.RVICELOCATION EX. C' - SHALL OWN REMOVING PIPE AND APPURTENANCES AS NEEDED WHERE THEY CONFLICT WITH PROPOSED SERVICE CONNECTION cn EX. GAS SERVICE Q 4 CI INV IN 6.06(VIF) WORK APPROX. INV=18.1±-\ I TO BE EXTENDED TO 4" CI INV =25.81(VIF) (VIF) SEE NOTE #8. cry_ I CO NEW GAS METER BANK 5 zp I EX. MON. WELLS EMAIN S � JKL 11-08-18 PERMIT SET OX- E`RS gE� AND RESET TO FINISH �-�� ® JKL 10-29-18 OGRESS PERMIT SET VIC_E' 5 PROGRESS- q � � GRADE, TYP. COVERS TO VGC BE SET TO MAINTAIN /� INSTALL NEW 1000 GALLON L� JKL 09-25-18 PER ARCHITECT COMMENTS '1- S ACCESSIBILITY PER A� � GREASE TRAP, PER DETAIL �1228 S S S S �� S S S 10 JKL 07-09-18 PER SITE PLAN REVIEW COMMENTS S S SMH OPEN D) S S S S S S S S NO BY DATE DESCRIPTION •+ S EX. I� IN=24.7t VIF G N/F DAALE & MARTINO INC. ( ) G G ��''� SHEET TITLE o X. INV OUT= .6t( E ___ G G G C/O SUPERIOR HOTEL MANAGEMENT CORP S �� DEED BK. 13248 PG. 344 D G o O G G G 'NEW 4 CI INv N=24.7t(VIF) 53 L 4" CAST IRON SEWER PIPE AT S=2.1% PARCEL 327-127 O Utilities Plan o WG 10 MINUTE P4 4 s PAVED DRIVE & PARKING PARKING SPACE D SHEET NO C:5nO 3 0 v DkG D El n PCC - N DATE : MAY 29, 2018 0 - 10 0 10 20 0- J S w I SCALE IN FEET CALE • 1"-10'9 C„ I ISSUED FOR PERMIT - NOT FOR CONSTRUCTION a P � DRAWN BY: JKL CHECKED BY: MWE JOB N O: 2017-039 FILE: 2017-039 UT.dwg 0 N 0 li • 24" BAXTER NYE • ISSUED FOR PERMIT - NOT FOR CONSTRUCTION NOTES: 1. ALL SECTIONS SHAD. BE DESIGNED FOR 45' CPP ELBOW ENGINEERING V Y C W NS-20 LOADING. ° •'` 2. COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT 12' O.C. FOR THE FULL 48' DIA. CATCH BASIN DEPTH OF THE STRUCTURE. - 3.PROVIDE 'V; KNOCKOUTS FOR PIPES WITH BAXTE R NYE 2- MAX. CLEARANCE TO OUTSIDE OF PIPE. STEEL REINFORCED FOR NS-20 LOADING MORTAR ALL PIPE CONNECTIONS. CPP PIPE 24" • J .. 247 3" WIDE PRINTED MA DNA C.I. FRAME &SCUD COVER. 24' 4. JOINT SEALANT BETWEEN PRECAST SECTIONS UNDERGROUND WARNING TAPE MARKED 'DRAIN', TO BE PROVIDED MA ED C.I. FRAME A SAID COVER, ENGINEERING & N SHALL BE PREFORMED BUTYL RUBBER. WITH METAL CORE. NOTED AND SET TO FINISH GRADE AS SHOWN MARKED 'DRAIN', TO BE PROVIDED .. •.�': SURFACE 4S CPP WYE ON PLAN FOR MAINTENANCE ACCESS, AND SET TO FINISH GRADE AS SHOWN FOR APPLICABLE UTILITY, TYPICAL, UNLESS OTHERWISE NOTED. ON PLAN FOR MAINTENANCE ACCESS, SURVEYING I 1 TREATMENT �� CPP PIPE DESIGN FOR H2O LOADING. LEBARON TYPICAL, UNLESS OTHERWISE NOTED. 48" DIA. CATCH BASIN i 5. CATCH BASIN FRAME AND GRATE• APPROX. 9' BELOW GRADE (VARIES - SEE PLAN) LK110-TYPE-A (MASS. STANDARD) OR DESIGN FOR H2O LOADING. LEBARON SHALL BE SET IN FULL MORTAR BED. APPROVED EQUAL LK110 TYPE-A (MASS. STANDARD) OR Ia.1MMAN=►AalaC ALTERNATE TOP SLAB ADJUST TO GRADE WTH CLAY BRICK AND FINISH GRADE FIB9H APPROVED EQUAL am TV- S sNai a STEEL REINFORCED FOR HS LA LOADING MORTAR (2 BRICK COURSES TYPICALLY, y� MOTE s s 7 !WEE NOTE 5 7 NwoaaL r Asa N wN am R FINISH ( ) 5 BRICK COURSES MAXIMUM) 12'WL 12111N. 12'IMN. GRADE 8• 24" 8' ..� O OEPTM BUILDING WALL OVOIAY FABIC OVERLAY FABRIC 1Y MIN. 0%0RAY FABRIC OVERLAY FABRIC ao g VARIES VARIES ., \ ,� .: r Registered Professional Engineers SQUARE s SEE PLANS FOR r J�° DOWNSPOUT AND DOWNSPOUT' BOOT BY "a►- w w� a 13 C3 O G O o °°. °,b °°o� . O C3 C3 Q C3 •® 103 °• � A�•'�• ��.g, � I. �� �$.°�'R e y A :.�; • and Land Surveyors SEE < ° DOWNSPOUT BACKFlLL - � M ws a ns t2'Mtl. ° °'o' • ♦ 12' o• o NOTE 5- PIPE TYPE. AND ( ) • .., ARCHITECT - SEE DETAILS BY &• $• 0 �g• 8 g$� 94.q 4. `b4 y. IMAM. •a o S ORDINARY BORROW M.1.01.0 ARCHITECT' FOR MATCHING MATERIALS. • o I3 ,•°o° �• OUTS 2 54 _ O a o 0 0 ® ® O a o 0 o a� m ` ° 78 North Street - 3rd Floor o . o `. •'. i FlNDOVYNS AND POIlT LOCATIONS OONDITK)NS AT ° 8`; o.$, d•o•o°° MOICLDSN WASHED �:��• r-�1 aaN wan - v 7�� FRAME 8 GRATE •o R> O l7 O G G ® ® •3 4-1 1/Z"CLEAN• O O O G O ® m .o ( ) p Z F $ ° a o g ••' wnmmm P s1oME =PLMM » ' • Hyannis Massachusetts 02601 �' • LABARON LF 246 O° 4 9;:0o ° Cu0 0. 0 o o•°o o�p• o'.° • • Wf j t• OR EQUAL 0 F 0 V ° ..: a:t1 • o o� O 0 O O G O 0 °�°p GV° :0u O �PNECA�ST OONp1EO 1EO a �°• °°• FILTER FMIUC I o •0 *rwli AS Imo) (A *' I , �• 'HAND TAMPED •'• oe e r LEACFINIG 8A�1 0 ° ENVELOPE ALL SIDES, 48" aA CATCH BASIL s CB TO BE 'q" :'' >a, F� FINISHED GRADE ( - ° • t :�• K>': INITIAL BACKFILL a ® C3 o o ® ID F^0 �' o a o 0 0 ® m o. OVER TOP OF R EQUAL RES m BE 1• PNBMW caNasw 1• Phone - (508) 771-7502 . " + ^ gg •o ° o •o•0 0 o, o MRAFI 11a1 OR EQUAL w Mo a+aw SEE NOTE 4 2 ("� dm d � +" • -*HAND TAMPED O v o 0 o a ® oe o 0 o a a C3 C3 C3 ® ® ° Fax - (508) 771-7622 HOOD OUTLET HIVE" GRATE) `� �$ y'�•�1_.7.t+!y HAUNCHING � . •o i e o e e (ODNNECT 70 ADOMONAL � � - OR EQUAL ^::: . :' bt p •,� www.boxter-nye.com SA "COMPACTED "' TO UA� DOWNSPOUT..RREFER�ITEMRAI. I�FOR g r '°. ° po�ai� LFApw10BA9N3ASIIE01lNIED) 0044..�•1, www.baxter n COED •° FLIER FABRIC AT BOTTOM OF O 0 G O C] O 113 • o 00 ooa0000 o • • I a � BEDDING a 0 �TER BOOT IALS ABOVE GRADE TO MATCH BUILDING � 9 & FOR�iMIN STRUCIURE�FINES °•m°� ° •� OD F . �i t r UP OUTSIDE OF$1R001URE. •° • ° O O C3 C3 C3 G a ------ ro / CPP ENLARGER jell MRAFI 1�aN EQUAL ) •" o 8UBSlMiFACE LE/►CFNNO BASH (TYPJ - PLAN VEW COMPACTED SUBGRAOE MUST BE 4" DNA. CPP PIPECOD A STABLE FOUNDATION. 45' CPP WYE � Qp q, p;• O 0 C G O ® � •. KTs 12 GROUTSHRINK BE UNDERCUT AND FOUNDATIONS REPLACE WITH • • UNWITABLE 90' CPP ELBOW °: O' °, A SUITABLE BEDDING MATERIAL. 10 o o Oo U• 0 0 0 0 0 o 000 _ 12' COMPACTED F ,; GRAVEL BORROW COMPACT TO 95X MODIFIED PROCTOR (MIN.) IN 6" LIFTS (MAX) CPP PIPE 4S CPP ELBOW USE t LEVEL i r LAYER a 3/4'-1 //2' ACCFTTABLE z :f COMPACT TO 95X MODIFIED PROCTOR (MIN.) IN 6" LIFTS (MAX.) Holm LEACHING BASINS AS REQUIRED GLEAM WRUSINEa sTANE By11HE E AS oE7E1wED 12' .J COMPACTED ONLY IF UNDER PAVED, CONCRETE OR HARDSCAPED SURFACE FOOTING 1.BASE SECT SHALL BE MONIOUIHIC WnH OUTSIDE DIAMIETER. �B BY THE EMara+EH s< SUBGRADE (AREAS SUBJECT TO VEHICULAR AND/OR PEDESTRIAN TRAFFIC). L ALL PRECAST COMPONENTS SHALL BE DEMONED FOR H-20 LAADINR PEES L �N PYOUT AM QUANTITY. m TYP. " • FINAL BACKFILL IN GENERAL EMBANKMENT AREAS MUST BE a PROFILE CPP PIPE 4,FRAM AND COMPRESSIVE ODW=SHALL �1H AM FOR Copt`per& y y n ,%' ' A.• • •�t COMPACTED TO 85X MODIFIED PROCTOR (MIN.) IN 12 LIFTS (MAX.) S PRO%WE Y K NOCWJ73 FOR PIPES WI1H r MAX.CLEARANCE 70 OUTSIDE OF PIPE.MORTAR ALL ***FOR SANITARY SEWER MAINS, 6" BEDDING SHALL BE BACKFILLED PIPE M 7ERlAL SHALL LB E PER SHOJI SH M1.04.ED. F FLL a o p :wp, 4•:r?• ( NOTES' s sTANDAO MANHOLE FRAME NR ODW41t SHALL MEET MtaacwAL AND/Olt STALE SPECI1CI1110NS NEEDED FOR SUBGRADE BELOW THE BASK BOT1oM,FILL STAMP qp0• a;.= :� r.^s..: ;.m, -'p WITH 3/8-3/4! NON-ANGULAR STONE IN LIEU OF GRAVEL ILEA APPLICABLE MATERIAL SHALL BE PER►STUD-ssINB M1.aa TYPE& �}►OF + 7.STANDARD MANHOLE FRAME A COVER SMALL BE SET IN FULL MORTAR SM ADJUST 70 GRADE BORROW. COMPACT TO 95X MODIFIED PROCTOR. 1. MIN. 6 PIPE DIAMETER (SEE PLANS FOR PIPE SIZING). WITH CLAY BRICK WHEN GRADE 70 TOP OF PRECAST UNIT OWANCE Is 1;-W OR LESS(5 COURSES MAX}USE 5OL0 OONM E BLACK WHEN OWAMM IS 611EA10 THAN I-r. ° FILTER FAN C SHALL BEEDiWAAILED MA WALL GIODUR��iURERADs WT 0111111113 IIEOOMMENDA7 14 EDDY c- 40 CATCH BASIN (CB) WITH GAS TRAP N.T.S. C- UTILITY TRENCH N.T.S. c- ROOF DRAIN N.T.S. C_ SUBSURFACE LEACHM BASIN H.T.S. , ,pNo'�iO3 105`�= C►ETAILt1s:r• DETAIL �32 DETAIL 14B,;a o�erwl� ��°1sTEa � AONAL EEO` RUN 4" MIN. TANK VENT 4" 6' INDEPENDENTLY UP EXTERIOR OR 24' COVER & FRAME, REFER TO CONSULTANT ROOF INSIDE OF BUILDING To ROOF IN MANHOLE RISER AND COVER ACCORDANCE WITH PLUMBING AND DETAIL FOR DETAILS & SPECS. & BUILDING CODE SEE MEP PLANS REFER TO PLAN FOR ELEVATION BY OTHERS. 12" TREATMENT VARIES 4-1/2' BUILDING SURFACE CONK.NODSSTEEL VENT PIPE TO PROJECT VARIES--�\ENT CONK. PAVEMENT CONCRETE CURBB((4,000 PSI) INTO TANK BY 2 INCHES (TOP COURSE) 2-1/2" SEE DETAIL #418 1' CHAMFER FINISH GRADE 6" 2" REFER TO PLAN FOR SURFACE �� TOC = TOP OF CURB BITUMINOUS VARIES-- PROPOSED BIT. SECTION 24"I 24"f VARIES CONK• PAVEMENT .. CONC. PAVEMENT 18' TO 6 ADJUST To GRADE WITH 3' (BINDER COURSE) FRONT 3 4' CEMENT ORTAR 1 SEWER BRICK WITH " BOC = BO OF CURB y % Q m 3" FO/R4"No 5 B DIA. PIN DOWN HOLES OF STALL 3" MIN. AIR GAP 00 O (cur �) WATERPROOFING OUTSIDE ° o p 00 CIP OUTLET TEE. FIRST 10 LF OUT o 0 OF TANK TO BE qP THEN CONVERT TO oo go°� aOoo •;a . •� ° 0- °a- O 4 go c pCPO o:o N� CONSULTANT INV. IN = - - 3 9 SCH40 OR SDR35 PAC. O 0 o eO O °O p 0 .. O o01 °° '° % i CONTINUOUS CONCRETE p o O O o• p o°;o °p o O eo O •O op�°� ° o .°. • o goo O 0 p o• p o.•0 0 o O� O O o 8 o, 4 BEDDING (3000 PSI) O 0 8°. ; pQ) O o° 8° VENT PIPE TO SLOPE BACK 3' O p op O 8 .o 0 0 0 0 °o O ° 0 ! .•:. o P.O. .p O° GREASE TRAP AT 0.5X INLET TEE TO 1� 011T o • 0 8 80° o ° •" Oo°e'D o ° " 0, O °e'O I 1•-6' 3'-0' I 1•-6' D DEPTH LIQUID O o° O ° o 0 0 0 qP IN WITH HYDRAULIC CEMENT de OF TANK LEVEL opo 8 e O 00 •o O °p o°;0 8°�� 0 0 O°g o o� oeb g°�� o 0 8 o o� PLAN VIEW p % ST. STEEL CLAMP & EXP. 0 p -0l °O • O o°0 00 8 0 P.4 0°O°. °p O o po ro p o ° P P. �t 0 0• o o SEAL AROUND PIPE WATERTIGHT-TIP. FINISH 6;-0" FOR ALL PENETRATIONS TEE TO �T� TEES IDE OF TANK O g°o'°° • °'° PAVEMENT WALL 12" PRECAST TANK-H-20 i BARS/ WH PROVIDE 2 NEELSTOP LOADING SET ON LEVEL CRUSHED STONE BASE /Hie BY 2" DOWEL. AND SOCKETS -- SHALL BE FURNISHED AT ENDS OF ALL CURB SECTIONS IN PREPARED FOR : 6' 81TUMINOUS COMPACTED 6" 6" 6" ACCORDANCE MATH MANUFACTURER'S UNDISTURBED EARTH TACK COAT GRAVEL. BASE COMPACTED GRAVEL (MIN.) RECOMMITIDATIONS � Cape Built Development, LLC BASE NOTES: COMPACTED COMPACTED i \ �\ 11 Chestnut Street THE ENTIRE GREASE TRAP INSTALLATION, REGARDL SS OF PLACEMENT ON THE SITE SHALL FALL UNDER THE PLUMBING CODE AD PLUMIM INSPECTOR REQUREMEM5. THE CONTRACTOR SHALL SUBGRADE SUBGRADE a U U PERFORM ALL WORK A=RDANCE WITH PLUMBING CODE AD REVIEW WIM THE PLUMBING INSPECTOR PRIOR TO INSTALLATION OF THE TAW AND PIPING. Suite M304 1. GREASE TRAP WILL BE SET ON A LEVEL. STABLE BASE. 1�. SLOPED SIDE ELEVATION Amesbury, MA 01913 2 GREASE TRAP WILL CONFORM TO H-20 LOADING SPECIFICATIONS. 1. JOINTS BETMEE?N PRECAST UNITS SHALL BE TIGHTLY BUTTED (1/8" MAX) WITH CEMENTED JOINT AS NECESSARY. DESIGN DATA 3 ACCESS COVERS WITH 24"COVERS SHALL BE CONSTRUCTED TO GRADE OVER INLET AND OUTLET PIPES 5. THE BITUMINOUS CONCRETE BASE COURSE SHALL BE CONSTRUCTED IN ACCORDANCE WITH RELEVANT 1. CONCRETE STRENGTIi F'C 4ti000 PSI O 28 DAYS. DENSITY 150 PCF. 4. TYPICAL SEAL CONSTRUCTION JOINTS WITH LTUTYL RUBBER OR AS ORFIERWISE APPROVED BY MANUFUCTURER ON ALL PRECAST STRUCTUT�s, TYP. ', SECTIONS/PROVISIONS OF SECTION 460 FOR CLASS I BITUMINOUS CONCRETE PAVEMENT, TYPE 1-1. 2. CEMENT, PORTLAND TYPE i OR III PER C150-81. 5. GREASE TRAP SHALL BE 94SPEM MONTHLY AND SHALL BE CLEANED WHEN THE LEVEL OF GREASE IS 25% OF THE EFFECTIVE DEPTH (11 OR AT LEAST EVERY 3 MONTHS 3. ADMIXTURES, AIR do PLASTICZERS PER ASTM C223-82 6. CLASS I BITUMINOUS PAVEMENT, TYPE I-1 REQUIRED PER SECTION 460. TESTING FOR BASE 4. AIR ENTRAINMENT 57Tr7X, 6. GREASE TRAP OWL BE VENTED PER REQUREMEN S OF MA PLUMBING CODE. SEE PLAN FOR LOCATION. COURSES AND TOP COURSES SHALL HAVE A MINIMUM COMPACTION OF 95X PROCTOR 5. APPROXIMATE WEIGHT: 380 LOS DENSITY. TESTING TO BE COMPLETED BY METHODS OUTLINED IN M3.11.00. 6. CENTER MHEELSTOP ON PARKING STALL PROJECT TITLE c 1000 GALLON GREASE TRAP N.T.S. C- CAPE COD BERM (CCB) N.T.S. C- PRECAST CONCRETE CURB (PCC) N.T.S. C- CONCRETE WHEEL STOP N.T.S. 255 Main Street xs1 �ETAILJ. L7ETAIL DETAIL DETAIL Hyannis, MA NOTES: 1. ALL FENCNG MATERIAL SHALL BE NORTHERN WHITE CEDAR, SAWN TO THE DIMENSIONS SHOWN ON THE DRAWING, FENCE HEIGHT SHALL BE 6 FT. UNLESS ESS OTHERWISE IDENTIFIED. 4" THICK CONCRETE 2. ALL FENCE POSTS SHALL BE TREATED WITH "CCA" ON ALL SIDES. POSTS SHALL MAINTAIN A MIN. SIDEWALK (TO BE DEPTH OF 36' IN GROUND AND SHALL BE RACKED TO ACCOMMODATE ANY CiANGES IN GRADE. 6" THICK IN FRONT & LINE OF FENCE TOP AND BOTTOM SHALL BE INSTALLED STRAIGHT AND TRUE. ALL POSTS AND OF OVERHEAD FACING BOARDS OR SLATS SHALL BE INSTALLED PARALLEL AND PLUMB. ALL RAILS SHALL BE DOORS AND AREAS INSTALLED PARALLEL. AND TRUE. CURB IF REQUIRED VARIES SUBJECT TO PARKINGSIGNS HANDICAPPED 4. ALL HARDWARE SHALL BE DOUBLE DIP HOT GALVANIZED. (SEE PLAN) VEHICLE LOADING) -WIDTH VARIES- CURB OR OTHER EDGE SEE PLA FOR PLACEMENT 9 °• FINISH TREATMENT (SEE PLAN). a :9 1.5X Typical (2% Max) PROVIDE ALUMINUM EDGE FINISH $� Plans for Adddditional Info. GRADE HANDICAPPED RAMP (SEE RAMP RESTAINT OR EQUAL WHEN DETAILS FOR APPROPRIATE DETAIL BUILDING OR EDGE IS NOT OTHERWISE "VAN* ACCESSIBLE ) o a• a . .a , PAVEMENT X X-------- OTHER EDGE RESTRAINED BY A HANDICAP SPACES 4" SOLID WHITE STRIPING a .10 �. X RESTAINT CONCRETE ALL. ORK. LO 457, 8" O.C. < v a 1' HOT MIX ASPHALT SURFACE COURSE - EXPANSION JOINTING SA10 UNLOCK PAYERS CURB, OR ASPHALT. ° a e . . . POST a STANDARD TOP COURSE, PER MHD �� -- ° " ° p ° a°• ................................................ SEALANT r a a®4 . d �w a M311.03 TABLE A PREMOLDED JOINT t"BEDDING SAND = �d® <. 9 -�T Q :® ° 'SIDEWALK . o.a ::+.v .'.b J3 :: ate:• JOINT FILLER a RE NF. CONC. SLAB - • g �e �... e. b.;.,.�o;:e v.,a o O 2 1/2" HOT MIX ASPHALT WMEN 2 3/8' = : Q• G ;. •o a .:,d;a BASE NTERMAEDIATE COURSE - BINDER, PER W/ 6 X 6 W 1.4 X W 1.4 ( Q ','• MHD M3.11.03 TABLE A W.W.M. REQ D) SE PLAN FOR _ . FENCE A a s. ' Q O•, 'Z!'.LEER'. Q"o: 0.0 6' 2 GRAVEL OW Mi ORSLWACE ® JKL 11 08 18 PERMIT SET BORROW 03 0, TYPE B. C " - - MA MUM SLOPE 2% IN ALL a " ® JKL 10 29 18 PROGRESS PERMIT SET Q`'o. ' ':' 1"✓ ,;'': `.• .a: ; D. OR PROCESSED GRAVEN. BORROW M1.03.1 6 GRAVEL BORROW 1 -------------- DIRECTION 6"a%TEEL POST :o.a a p. o.o ----- : • 4'•:: . . Qg� 0R RECLAIMED PAVEMENT BORROW M1.09.0. (COMPACTED) l F `6goo.. ..a o i?: .d o.,o' g• FOR ALL SPECS. AT LEAST 7OX SHALL PASS -------------- • • • � ® JKL 09-25-18 PER ARCHITECT COMMENTS THE 3/4" SIEVE TO ALLOW FOR PROCTOR SECTION \ \ \ \ \ \ \ \ \ DENSITY COMPACTION TESTING. NOTES: » /\/\/\/\/\/\/\/\ DOUBLE 1/2 AG;tTEGATE BASE //\//\//\//\//\//\//\//\//\ SWING GATE 0 L 07-09-18 PER SITE PLAN REVIEW COMMENTS (MNRNIWarIINY7 /\\/\\/\\/\\/\\/\\/\\/\\/\\ VAN VAN NO BY DATE DESCRIPTION STANDARD DUTY Fl E)06L E PAVEMENT COMPACTED SUBGRADE 1. CEMENT CONCRETE STRENGTH // // //� // // // // // // .� TO BE 3500 PSI AT 28 DAYS. SHEET TITLE 2. PROVIDE EXPANSION JOINTSAT MIN. 16 FEET O.C. WTH CONCRETE THROUGH COMPOSITION AND COMPACTION ACCEPTANCE TESTS PREMOLDED JOINT FILLER. SIDEWALK \/j�///\�/ ///\�/\\// \// �' �� �-DROP ROD OR FOR BOTH GATE LEAFS 1. OBTAIN SAMPLES FROM PLANT TO INDICATE CONFORMANCE WITH M&II.09. 1/2" PREFORMED ///\\//\// \ \ Details Plan r+ 3. PROVIDE TOOLED DUMMY \\ \ \ \ \ z PERFORM PAVEMENT DENSITY TESTING AS OUTLINED IN M3.11.09. JOINTS AT 4' O.C. EXPANSION JOINT // ii � 1 DUMPSTER ENCLOSURE 3. ALL SAMPLES TO BE TAKEN IN ACCORDANCE WITH THE MASSDOT SPECIE CATIONS. 4 DIRECTION ECTION PEEROVIDE MPENDICULAR FIXED OBJEC IN BLDG. FACE T /\\\/ N.T.S. BITUMINOUS CONCRETE PAVEMENT Jam-+ TO CURB. » , » • 4. MATERIALS SHALL MEET OR EXCEED THE REQUIREMENTS SPECIFIED IN SECTION M3.11.00 DINSK>rl NI, JOINT DETAIL 5-0 8-0 8-0 8-0 8-0 400E PSI CEMENT CONCRETE Itle AYS OOMPACIED SHEET NO 3 MATERIALS AND THE FOLLOWING SUBSECTIONS NOTES: 01. BASE THICKNESS VARIES WITH TRAFFIC, CLIMATE, AND SUBGRADE. CONFIRM 3' PAD NOTES:- MINERAL AGGREGATE: M3.11.04 97UMMMS MATERIALS M&11.06 MINIMUM BASE THICKNESS WITH PAVER MANUFACTURER. b ° 1. CEMENT CONCRETE STRENGTH m MINERAL FILLER: M&11.05 COMPOSITION OF BASE COURSE M3.11.02 2. CONTRACTOR SHALL FOLLOW MANUFACTURER SPECIFICATIONS & TOWN ' ° TO BE 4000 PSI AT 28 DAYS. o REQUIREMENTS FOR INSTALLATION OF BASE AND PAVERS. o it 2 PROVIDE EXPANSION JOINTS C:6mO N 3. PAVER TYPE & COLORS TO BE SUBMITTED TO ENGINEER FOR APPROVAL. a SOUD WHITE EPDXY RESIN G�yEj B AT MIN. 16 FT. O.C. WITH PRE- DATE : MAY 29, 2018 PAVEMENT MARKING (20 ML THICKNESS) TYP. MOI.DED JOINT FILISR. a PROVOE HAINNCFI AROUND DIRECTION PERPENDICULAR TO J PAD PERIMETER 12' TRAVEL PROVIDE BROOM FINISH IN i - , c- BITUMOUS CONCRETE PAVEMENT SECTION N.T.S. c- CONCRETE SIDEWALK N.T.S. c- PAVING BLOCK SIDEWALK N.T.S. c- HANDICAP PARKING AND STANDARD STALL LAYOUT N.T.S. C- DUMPSTER PAD N T.S. SCALE : NOT TO SCALE o DRAWN BY: JKL CHECKED BY: MINE 41s C7ETAIL 4� ` DETAIL � '� DETAIL DETAIL 442=A DETAIL J O B N O: 2017-039 FILE: 2017-039 DT.dw 0 i 0 HARDWOOD STAKES OR DEADMAN (TYP.) TREE PIT BAXTE R NYE ROOT BALL 1-1/4' x 1-1/4 4' WOOD WOOD STAKE AT 8.3 FT 0/C SITE 50' OR APPROVED EQUAL (MIN.) 10' BLACK REINFORCED RUBBER GUY WIRE HOSE (ABOVE FIRST BRANCH) ENGINEERING MIRAFl SILT FENCE (MIRAFI 1OOX) <`Ry;;-: =S?a. o ;� o agiv o o:�"e*Uo GNG A. YU- OR APPROVED EQUAL S R VE YI N G T?LAd THREE STRANDS OF10 GAUGE :t: @.o`;i�_:aa•+_ Q,:ap.z+.� b, ¢ P an< TWISTED GALVANIZED STEEL WIRE e$�Is'®i<"e4"•. ,.•_aC•,•+a1n}GE`7'.uo-i.a i;.'• 6. PLANT AT THE SAME DEPTH , AS PREVIOUSLY GROWN., 2 x2"x8' HARDWOOD STAKE (3 STAKES PER TREE) PLAN VIEW TIGHTEN As SHOWN. Registered Professional Engineers 3" HARDWOOD BARK MULCH and Land Surveyors UNTIE AND ROLL BACK IBURLAP WORK SITE 50 78 North Street — 3rd Floor FROM 1/3 OF ROOT BALL (MIN); TREE SHALL BE SET PLUMB, MIN. EXISTING - IF SYNTHETIC WRAP IS USED, AI AREA R SETTLEMENT 4"(MIN.) PAVEMENT Hyannis, Massachusetts 02601 REMOVE COMPLETELY. 'I' AC , .aa:.m'a"•e.e..": o..~ S ROOTBALL SHALL BE SET 2' FLOW Phone — (508) 771—7502 BLIREA SLOPE TO FORM SAUCER. ABOVE THE ESTASHED III PROTECTED FILTER MOUNTABLE BERM FINISHED GRADE. �I ( A 12" CRUSHED STONE WEILAND) FABRIC PLANT BACK Fax — Xt r50n ) 771 7622 FlLL MIXTURE. 3" HARDWOOD BARK MULCH, com DO NOT PLACE MULCH GROUND AL CROSS—SECTION SCARIFY EXISTING SOIL �dc BLEND TOP OFI AL WITH PLANTING MIX 1:1 WITHIN 3" OF TRUNK. III AND COMPACT TO 9OX 'L 10 6' MIN. SUBGRADE 3" SLOPE TO FORM 3' HIGH SAUCER. 6" EMBEDMENT (MIN.) I I NOTES: 6" VARIES 6" I II 1. ENTRANCE WIDTH SHALL BE A TWENTY—FIVE (25) FOOT MINIMUM, BUT NOT MIN. MIN. LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. PLANT BACKFILL MIXTURE. I II 1' (MIN.) PLACE 4" OF FABRIC I II 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH UNTIE AND ROLL BACK BURLAP ALONG TRENCH AWAY ( II SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC FROM 1/3 OF ROOT BALL (MIN); FROM PROTECTED D AREA RIGHTS—OF—WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT 6 \//�\//�\//�\i IF SYNTHETIC WRAP IS USED, OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, REMOVE COMPLETELY. DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS—OF—WAY MUST BE 18" REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. EXISTING SUBGRADE, OR PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED. S:T{AM P STAMP 12" 12" TOPSOIL MOUND COMPACTED OF VARIES O It TTHEVVW. G > EDDY CIVIL ft c- SHRUB PLANTING N.T.S. c- TREE PLANTING (For Trees under 4' caliper) N.T.S. c- SILT FENCE BARRIER N.T.S. c- STABILIZED CONSTRUCTION EXIT N.T.S. �3z � ®ETAIL Sot C�ETAIL ®ETAIL so9 DETAIL oil CONSULTANT CONSULTANT IS SUED FOR PERMIT - NOT FOR CONS TR UCTION PREPARE FOR : Cape Built Development, LLC 11 Chestnut Street Suite M304 Amesbury, MA 01913 PROJECT TITLE 255 Main Street Hyannis, MA INSTALLATION: NOTE: OFFSET SIGN 3 FT. FROM FACE OF 1 —3/4"4 12 GAUGE--� _ _ WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO CURB WHEN REQUIRED FOR CAR OVERHANG \ pTI �L RECTANGLE NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: DUMP STRAP 3�8' DIA. HEX HEAD ° u A 25 FOOT LONG WATTLE USES 6 STAKES BOLT W/HEX NUT AND o A 20 FOOT LONG WATTLE USES 5 STAKES 1 REBAR FOR a=• DUMP STRAP WASHERS ps , } qz A 12 FOOT LONG WATTLE USES 4 STAKES BAG REMOVAL SEE LAYOUT SHEET I t s n FROM INLET ° FOR SIGN FACE STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE LEAVING 2 — 3 INCHES OF THE STAKE BAG DEPTH TO PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD TOp OF plpE FINISHED � 4' PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE SEDIMENT CONTROL k7 GRADE # ' 4 � WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW EBAGA SILTSAcK" �� "��� � � I p WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING ( p WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. ' APPROVED SHEET METAL ( O " I TRAFFIC SIGN FACE DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO e HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ! ' o ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. ° IoI � I INSTALLATION DETAIL Z p WID ° I z t # L5 ro 1— 3/4" GALVANIZED STEEL o L.J SQUARE SIGN SUPPORT # 11.5" STRAW WATTLE 2" 12 GAUGE ADJACENT ROLLS SHALL2 EACH 14 , EARTH SAVER #EX11.518PRP STRAPS PATCH, REPAIR AND ° OR EQUAL TIGHTLY ABUT c REPLACE EXISTING SURFACE _ ° EXPANSION RESTRAINT IN KIND.EXISTING OR RND TO EPAIR ANY CH �o• Z S �`H CB STYLE LENGTH WIDTH DEPTH (1/4" NYLON ROPE, 2" DISTURBED AREAS OF o BREW—AWAY DETAIL E ® JKL 11-08-18 PERMIT SET FIAT WASHERS) , « . FLOW TYPE 1 CB 24" 20 VARIES LOAM /SEED—SOD 0 4r I A JKL 10-29-18 PROGRESS PERMIT SET `—►_ TYPECCI 29.5" 24 VARIES m� OR LANDSCAPING �,M 3/8" DIA. PAN HEAD p' �'�" "'�°'� "� ``� � JKL 09-25-18 PER ARCHITECT COMMENTS USA 2 32.5` 27.5 VARIES o MACHINE SCREW % BAG DETAIL z W/HEX NUT /�/ , w & WASHERS SIGN A B C D E 0 JKL 07-09-18 PER SITE PLAN REVIEW COMMENTS �� /�/ /\/ �, INLET SEDIMENT CONTROL DEVICE — SILT SACK N ° N NOT 12'Xt8" t2' 18" t.5` 1.5` 7.5' NO BY DATE DESCRIPTION � �/�� THE DIMENSION CHART ABOVE IS FOR STANDARD CATCH BASINS AND INLETS ONLY. THE o SHEET T I T L E a ///�r//���i\��\/��� j/ //\\i\\��� f/�//��/% CONTRACTOR IS RESPONSIBLE FOR PROVIDING 1NE CORRECT SIZE DEVICE FOR EACH INLET. / w �oR Pvc o �' Details Plan a' 1"x 1" WOOD STAKES ' /�� FOR NON-STANDARD CATCH BASINS AND INLETS, THE CONTRACTOR SHALL MEASURE DIMENSIONS ° 18"-24" IN THE FIELD AND ORDER THE APPROPRIATE SIZE(S). o 00 WATTLES — DETAIL A // //\� \\ \\/\\��� / o O0 NOTES: THE INLET SEDIMENT CONTROL DEVICE SHALL BE OF HIGH FLOW DESIGN (200 GAL/MIN/FT), AS //\//� / 0 N 1. WATTLES SHALL CONSIST OF 11.5' STRAW WATTLE — EARTH—SAVERS #ES11.518PRP OR EQUAL. PER THE MANUFACTURER'S SPECS. CONCRETE BTASE %/�\�/ I I \j�\`� SIGN---/// o 2. NOT FOR USE IN CONCENTRATED FLOW AREAS. L /� p 3. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. THE SEDIMENT CONTROL DEVICE SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED (IF REQUIRED) ��/ �� p a, 4. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. A MINIMUM ONCE PER MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. FILTER o F SHEET NO 5. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE SHALL BE CLEANED IN A MANNER WHICH ENSURES THAT ALL SEDIMENT REMAINS ON SITE NOTES: ° " F END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 1. TYPICAL MOUNTING HEIGHT (UNIQUE CONDITIONS MAY REQUIRE 0 6. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ADJUSTMENT): O ABUTMENTS. SUBSTITUTION OF A SHEET OF FILTER FABRIC PLACED OVER THE OPENING OF THE INLET IS NOT - IN RURAL AREAS, ROAD SHOULDERS AND AREAS WHERE NO o C6n1 0 7. STAKING: USE WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. APPROVED. PEDESTRIAN OR PARKING MOVEMENTS ARE EXPECTED: 6 FT. FROM O USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" LENGTH FOR THE BOTTOM OF THE SIGN TO NEAR EDGE OF PAVEMENT. HARD, ROCKY SOIL, 24` LENGTH FOR SOFT LOAMY SOIL RECESSED CURB INLET CATCH BASINS MUST BE BLOCKED WHEN USING FILTER FABRIC INLET CN WATTLE MAINTENANCE NOTES — IN SIDEWALK OR AREAS WHERE THERE IS PEDESTRIAN MOVEMENT SIGN PANEL ATTACHMENT If DATE MAY 29, 2018 SACKS, SIZE OF FILTER INLET SACK TO BE DETERMINED BY MANUFACTURER. AND PARKING: 7 FT FROM THE BOTTOM OF THE SIGN TO THE O 1.THE OWNER SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND SIDEWALK OR NEAR EDGE OF PAVING (IF A SECONDARY LOWER SIGN a MAKE REPAIRS OR REMOVE SEDIMENT ACCUMULATED BEHIND WATTLE AS NECESSARY. THE FILTER SHALL BE REPLACED OR CLEANED WHEN THE BAG BECOMES HALF FULL. IS MOUNTED, IT SHALL NOT PROJECT MORE THAN 4 INCHES INTO 2.SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULAII D TO THE PEDESTRIAN FACILITY.) 5 - ONE HALF THE DIAMETER OF THE WATTLE. — HANDICAP PARKING SIGNS: 6 FT. TO THE BOTTOM OF THE SIGN (NOT TO EXCEED 8 FT TO THE TOP OF THE SIGN) rn c- WATTLE SEDIMENT BARRIER N.T.S. c- SILT SACK N.T.S. c- TRAFFIC SIGN POST N.T.S. ACCESSIBLE PARKING SIGN N.T.s. 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