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0765 MAIN STREET (HYANNIS)
5 rr it r _ II Iz a - I I I 1 - �� I I I I Project Name: Address:, N Permit#: -7 � Permit Date: a WP:------------ e LARGE ROLLED PLANS ARE IN: BOX: SLOT: Date entered in MAPS program on:.�_5 1� Bye------------ k Town of Barnstable Building PostThis Gard So That rtsrswlhsible Frorn the Street=A roved Plans Must:b'e:Reta ned:onJob.andthis'Card�Must be,:Ke t MAW j'W&h',_e P sted.Unt l Final llns ection Has BeenAMacle --< a� re a Certlficate.of:Occu anc: his Re airedsuchiBuild�n shall Not be Q.ccu iedzuntil�a Final<ins ection has.been-made Permit ...+�,.�a:�.��.,...k��nk Ar� �,:��� �,.y�-�;- i a�' ,._..a'> �'�..�6�,. �,.a.;�._g a-.�3.a�.... �t.�.k,,.a: � ..��R.'�2. .��� .� .�w p-m„t<..+:... o,..sa- .,�; 'r,t,? .. ... Permit No. B-18-1330 Applicant Name: Approvals Date Issued: 05/01/2018 Current Use: Structure Permit Type: Building-Sign Expiration Date: 11/01/2018 Foundation: Location: 765 MAIN STREET(HYANNIS), HYANNIS Map/Lot 290 098 Zoning District: SPLIT Sheathing: Owner on Record: ROCKLAND TRUST COMPANY Contractor Name: w Framing: 1 Address: 288 UNION STREET Contract r License '_ 2 ROCKLAND,MA 02370 Est Project Cost: $0.00 Chimney: Rerrnrt Fee: Description: 100+sq ft of new signage allowed per $200.00� x '. Reg agreemrnt recorded in Book 30789 Pg 204 Fee Laid,; $200.00 Insulation: sE. Dated 5/1/2018 Final: See sign package on file Project Review Req: ;,t� ,, �� Plumbing/Gas � Rough Plumbing: Zoning Enforcement Officer Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorrzed by this permit is commenced within siz inonth`s after ssuance• Rough Gas: All work authorized by this permit shall conform to the approved applicatidn,and the approved construction documents for wl icFfthi`s permit has been granted. All construction,alterations and changes of use of any building and structure's shall be in compliance with the local zoning by=laws and codes. Final 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 work until the completion of the same. Pz Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Buildingand FreOfficials are provided on this�permit. Service: Minimum of Five Call Inspections Required for All Construction Work: " 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 Low Voltage Final: 7.Final Inspection before Occupancy 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 .�- i - � � w�.fi -� Town of Barnstable Building Department Services Brian Florence, Building Commissioner BOSTME 200 Main Street Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 ' Sign Permit Application Zoning District CZ�,ZZ-- Permit # 16 Historic District Location by :241z z�z S Street address and village Applicant �' a '�' eeIVap & Parcel a Telephone Number Email c?c ;.V aS Wall Wall Freestanding 0 Freestanding Electrified* 0 Electrified* Gl Dimensions Sign #1 Dimensions Sign #2 Square feet '5' 7-4 C-/2 �a!�✓ ��v�o quare feet r A� ST, Reface Existing Sign s- New/Replace Sign Width of Building Face ft. X 10 = 1 00 X .10= l�o *Lighting Type �aas� A wiring permit is required if sign is electrified. ,je, 7-1z 7 h,s ��y I r ties d .�/G A✓ </ Y/ Y�j1GlJ is �/,� �. l� y ,51 b A-5 - 5— % c�, .r�T 11 ell S/eo la v h V/ 67"7 ��; -��J� y A, Town of Barnstable =uo�E,00A z s BAP-,W Planning& Development Department KAM www.townofbarnstable.us/planninganddevelopmeni "No,aAprs�'a April 27,2018 David V.Lawler,P.C. 540 Main Street,Suite 8 Hyannis,MA 02601 Attorney Lawler: The Regulatory Agreement between Rockland Trust Company and the Town of Barnstable, recorded in the Barnstable County Registry of Deeds in Book 30789 as Page 204, provides a waiver from signage regulations, provided that final review of the number,type,and design of signs is approved by the Director of Plammh_g'& i Development for consistency with the Design&Infrastructure Plan(DIP). The signage package submitted by Rockland Trust to the Town dated.July 17,2017 (date print),with the post and panel freestanding sign dated April 5,2018,all attached hereto,is approved based on consistency with the DIP. Best regards, Elizabe S.J ki Director of Planning&Development _. 200 Main street,Hyannis,MA 02601(o)508-862-4786(i)508-862-4784 367 Main Street,Hyannis,MA 02601(o)508-862-4678(f)508-862-4782 i 7/17/2017 Hyannis Print Books Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 OCLD • Address: 765 Main Street Approved:: City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Proposed Photo t 71�1 E Existing Proposed Asset Type: Asset Type: Logo Height: 13 3/8 Sign Number: 602 Sign Number: 002 Letter Height: Existing Sign Type: Plate Letters Sign Type: Custom Overall Width: 21'-4 Face Material: Action Code: New Overall Height: 24" Grapchics Materials: Description: Custom 9 1/2"'D'cap height White Horizontal Plate Letters on a wooden Illuminated: yes High Above Grade: backer painted blue.Externally lit Face Height: Message A: as shown Face Width: Message B: Illuminated: Comments: Background Restoration Notes: Client to verify if existing electrical conduit lines behind sign will be rewired,cleaned out. Electrical: Sign Comments:- SignChart®and Recommendation Book Legal Disclaimer.Certain information and Content in SignChart®is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are.part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, - ' .. without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable.codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will workKit in the intended location.Sign Vendor is to verify all dimensions;fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has _ confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor,will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL 1 RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https://signchart4.monijle.net/printbo6k.php?site_id=rlpj442 4/15 r . 7/1 712 0 1 7 : :. Hyannis Print Books Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 ROCI�LAND Address: 765 Main Street Approved: T A T City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Pro osed Photo T 63. it i i i ti Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 003 Sign Number: 003 Letter Height' Existing Sign Type: Sign Type: Custom Overall Width: T-7 1/2 Face Material: Action Code: New Overall Height: 10.1 Grapchics Materials: Description: Custom HBH type T"D':cap height Fullcolor Horizontal Plate Letters. Illuminated: yes High Above Grade: Externally lit Face Height: Message A: as shown Face Width: Message B: Comments: Provide external wall mtd lighting..(TBD) Illuminated: Restoration Notes: Electrical: Sign Comments: SignChart®and Recommendation Book Legal Disclaimer.Certain information and Content in SignCharl®is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are.part of an original and unpublished design by Monigle Associates.The concepts,detailing;and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, } .. without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign - or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit;electrical,servicing,mounfing conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SlgnChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed:sign does not,fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. - - https://signchart4.monigle.net/printb6ok.php?site_id=ripj442 5/15. 7/17/2017 Hyannis Print Books Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 ROCK.LAND Address: 765 Main Street Approved: T U 5.T City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Proposed Photo I� e. - -_- .; r . i T t r� w Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 004 Sign Number: 004 Letter Height: Existing Sign Type: Sign Type: Q1 Overall Width: Face Material: Action Code: New Overall Height: Grapchics Materials: Description: Hours Plaque(27x18) Illuminated:. no High Above Grade: Message A: TBD Face Height:.. Message B: Face Width: Comments: Illuminated: Restoration Notes: Verify copy w/client prior to fabrication.See control documents for product specification and master agreement for Electrical: removal Sign Comments: -: SignChartO and Recommendation Book Legal Disclaimer.Certain information and Content in SignChartOO is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, - without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will wort in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual r_o-1 representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally,match the provided visual representation.If the installedsign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,,ALL . RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. - https://sighchart4.monigle.net/printbook.php?site_id=rlpj442 6/15 7/17/2017 Hyannis Print Books CL D' Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 �,rF Address: 765 Main Street Approved: City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Proposed Photo s, 10, 00, t - Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 005 Sign Number: 005 Letter Height: Existing Sign Type: Sign Type: J2 Overall Width: 24" Face Material: Action Code: New Overall Height: 48" Grapchics Materials: : .. Description: : 4'Non Illuminated Directional(6.6 sq.ft.) Illuminated: no High Above Grade: Message A: as shown Face Height: Message B: as shown .Face Width: Comments: Illuminated: Restoration Notes: Perform utility locates and verify setbacks prior to fabrication/installation.Manufacturer to verify.if secondary signage branding is permitted with landlord and municipalities prior to fabrication.Restore ground material to base of new sign.See control documents Electrical: for product specification and master agreement for installation requirements. Sign Comments: SignChart®and Recommendation Book Legal Disclaimer.Certain information and Content in SignChart®is prepared as the result of a,Design Services Agreement between Monigle Associates and their clients.The information and Content are:part of an original and unpublished.design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, .. without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or .. . exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions;fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to - sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual - representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. - - - https://signchart4.monigle.net/printbook.php?site_id=rlpj442 p 7/15 7/17/2017 Hyannis Print Books + L Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 A` Address: 765.Main Street Approved: TR,' !!ST City/State: Hyannis United States Date Print: 07/17/2017 Existinq Photo Pro osed Photo Gil f , :.,; .. j8ank Bank t .' Entrance- Entrance A. Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 006 Sign Number: 006 Letter Height: Existing Sign Type: Sign Type: J2 Overall Width: 24" Face Material: Action Code: New Overall Height: 48" Grapchics Materials: Description: 4'Non Illuminated Directional(6.6 sci t.) Illuminated: no High Above Grade: Message A: as shown Face Height: Message B: as shown Face Width: Comments: Verify if client needs copy on both sides of sign because Main St.portion is one way. Illuminated: Restoration Notes: Perform utility locates and verify setbacks prior to fabrication/installation.Manufacturer to verify if secondary signage Electrical: branding is permitted with landlord and municipalities prior to fabrication.Restore ground material to base of new sign.See control documents for product specification and master agreement for installation requirements. Sign Comments: Q SignChart®and Recommendation Book Legal Disclaimer.Certain information and Content in SignChart®is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are,part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the . information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable.codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally.match the provided visual representation,If the installed sign does not fit as shown in.the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,,ALL 'RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https://signchart4.monigle.net/printbook.php?site_id=rlpj442 .8/15 7/17/2017 Hyannis Print Books - W'�1' T T [ Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 �! L'M�L l J Address: 765 Main Street Approved:. J City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Pro osed Photo Customer Parking Delve-Up Y ATM a 7 �tI Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 007 Sign Number: 007 Letter Height: Existing Sign Type: Sign Type: J2 Overall Width: 24" Face Material: Action Code: New Overall Height: 48" Grapchics Materials:.. Description: 4'Non Illuminated Directional(6.6 sq.ft.) Illuminated: no High Above Grade: Message A: as shown , Face Height: Message B: as shown Face Width: Comments: Illuminated:, Restoration Notes: Perform utility locates and verify setbacks prior to fabrication/installation.Manufacturer to verify if secondary signage Electrical: branding is permitted with landlord and municipalities prior to fabrication.Restore ground material to base of new sign.See control documents for product specification and master agreement for installation requirements. Sign Comments: SignChart®and Recommendation Book Legal Disclaimer.Certain information and Content in SignChart®is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are part of an original and unpublished design by Monigle Associates.The.concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, - ., without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual' - representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally.match the providedvisual representation.If the installedsign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the;sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL - RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. - - https://signchart4.monigle.net/printbook.php?site_id=rlpj442 9/15- . 7/17/2017 Hyannis Print Books Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 ROCKLANDAddress: 765 Main Street Approved: T A i ' S-' City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Proposed Photo .. `° i►hll'i'tOlatrilt t' l tt 1' L Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 008 Sign Number: 008 Letter Height: Existing Sign Type: Sign Type: N1 Overall Width: Face.Material: Action Code: New Overall Height: Grapphics:Materials: Description:. 6"Canopy Sign(0'-6"h x T-4"w)(1.7 sgft.) Illuminated: no High Above Grade: Message A: TBD Face Height: Message B: Face Width: Comments: Illuminated: Restoration Notes: Measure and verify clearance height prior to fabrication-deduct 2"from actual height for sign copy.See control Electrical: documents for product specification and master agreement for installation requirements. Sign Comments: f SignChartO and Recommendation Book Legal Disclaimer.Certain information and Content in SignChart&is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were-created, .. without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADAor other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will workfft in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally_match the provided visual representation.If the installed,sign does not fit as shown in.the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,:ALL - .. RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK, .. .. .. https:/Isignchart4.moniole.net/printbook.php?site_id=rlpj442 10/15 7/17/2017 Hyannis Print Books C!_CILi Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 jL' �,1 Address: 765 Main Street Approved: T R U S-T City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Proposed Photo W _ xs= y li lid i ,a 1. E0'9. ED Ite�'tAl�Mir ftill"" ty. .. { t�''fra`tta�ThD z Existing Proposed AssefType: Asset Type: Logo Height: Sign Number: 009 Sign Number: 009 Letter Height: Existing Sign Type: Sign Type: L2 Overall Width: Face Material: Action Code: New Overall Height: Grapchics Materials:.. Description: Large Wall Mounted Regulatory-(27x18) Illuminated: no High Above Grade: Message A: TBD Face Height: Message B: Face Width: Comments: Verify final lane designatieons:ATM etc.. Illuminated: Restoration Notes: Verify copy w/client prior to fabrication Fabricator to verify if secondary copy is required on sign face(i.e.legal,:towing, Electrical: city ordinances or code information.)See control documents for product specification and master agreement for removal Sign Comments: SignChartO and Recommendation Book Legal Disclaimer.Certain information and Content in SignChartO is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are.part of an original and unpublished design b Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which the were created, 9 Y g P 9. P P P P P 1 Y .. without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the .. - information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADAor other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions;fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual - representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally,match the provided visual representation.If the Installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. - - https://sighchart4.monigle.net/printbook.php?site_id=rlpj442 11/15 7/17/2017 Hyannis Print Books ROCK T 1� 1\T�''�j Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 �F'4.+j .L!"k j lJ Address: 765 Main Street Approved: A 'A, S- City/State: Hyannis United States Date Print: 07/17/2017 APRIL 2017 AE SITE PLAN FILE Site Number: 000787A � "fit ,f� _.:�, ,,,ny�F'C� ,�.v.,Atf Ie/::'`r Ell I j Jj r.�v s is v �'�► -; °3 3r i 4 E02 Ny o- y .w.b _S,�ed ge$tOfB klktf fetY Ing - f.' �. r obi " _ "'33,' !" s a. _. 1�- - ...... tips �. ,4 F ResortBCdrtSelz;tece Ilk CertterAt#lyiahnis 5' `C�y a, N � .; l + it or element being proposea can be permitted,approved by rile lanmora it appncame ana will wormit in the mtenaea location.sign venaor is to venty an aimensions,tit,electrical,servicing,mounting conditions,cones ana any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual- representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.0 1999-2017 MONIGLE ASSOCIATES INC.,ALL - RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https://signchart4.monigle.net/printbook.php?site_id=rlpj442 15/15 7/17/2017 Hyannis Print Books i�1T /� M►T Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 �,f L j Address: 765 Main Street Approved: U S'T City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Pro osed Photo , - } . a Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 012 Sign Number: 012 Letter Height: Existing Sign Type: Sign Type: Custom Overall Width: 101, Face Material: Action Code: New Overall Height: 8.25" Grapchics Materials: Description: Custom.White Door Vinyl Illuminated: no High Above Grade: Message A: TBD Face Height: Message B: Face Width: Comments: Copy in myriad pro typeface.Artwork to be provided by the designer. Illuminated: Restoration Notes: Client to verify location hours/copy prior to fabrication.Clean glass of all residue. Electrical: Sign Comments: SignChart@ and Recommendation Book Legal Disclaimer.Certain information and Content in SignChartOO is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content area part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the .. information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,.mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted In SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visualrepresentation.If the Installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC. ALL - - 9 P P 9 9 . RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. _ https://signchart4.monidle.net/printbo6k.php?site_id=rlpj442 14/15 I: 7/17/2017. Hyannis Print Books . if 1T A ITT1 Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 �,} j� Address: 765 Main Street Approved: T S City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Proposed Photo _ ;P0. t riVe ATM Parking 5 . , ,_. . :. Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 011 Sign Number: 011 letter Height: Existing Sign Type: Sign Type: J2 Overall Width: 24" Face Material: Action Code: New Overall Height: 48" Grapchics Materials: Description: 4'Non Illuminated Directional(6.6 sci t.) Illuminated:. no High Above Grade: Message A: as shown Face Height: Message B: as shown Face Width: Comments: Illuminated: Restoration Notes: Perform utility locates and verify setbacks prior to fabrication/installation.Manufacturer to verify if secondary signage Electrical: branding is permitted with landlord and municipalities prior to fabrication.Restore ground material to base of new sign.See control documents for product specification and master agreement for installation requirements. Sign Comments: g SignChBrt®and Recommendation Book Legal Disclaimer.Certain information and Content in SignGhart®is prepared as the result of a.Design Services Agreement between Monigle Associates and their clients.The information and Content are,part of an original and unpublished,design by Monigle Associates.The concepts,detailing;and information shall not be reproduced,copied;or utilized except for the specific project and client for which they were created, ' .� without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the . information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and willworkffit in the intended location.Sign Vendor is to verify all dimensions;fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to _ - sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has _ confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL - RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. - https://sighchart4.monigle.net/printbook.php?site_id=rlpj442 13/15 7/17/2017 Hyannis Print Books ( T Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 ROCKAddress: 765 Main Street Approved: T A,U S-T City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo - Proposed Photo _T AR Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 010 Sign Number: 010 Letter Height: Existing Sign Type: Sign Type: P2b Overall Width: Face Material: Action Code: New Overall Height: Grapchics Materials: Description: DU Window Hours w/Blue Band Illuminated: no High Above Grade: Message A: TBD Face Height: Message B: Face Width: Comments: Illuminated: Restoration Notes: Client to verify location hours/copy prior to fabrication.Clean glass of all residue. Electrical: Sign Comments: SignChart®and Recommendation Book Legal Disclaimer.Certain information and Content in SignChartO is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are.part of an original and unpublished.design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, without previous authorizationfrom Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the - information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA.or other applicable codes.The information,Content and,support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions;fit;electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted In SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the Installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. - https://signchart4.monigle.net/printbook.php?site_id=rlpj442 12/15 i , BARTER NYE ENGINEERING & SURVEYING Re.gistered.'ProfessionaL Engineers and Land.Suiweyo.rs 78 North Street,3rd Floor,Hyannis,MA 02601 TeL•(508)771-7.502 Fax:(569)7.71-7622 Julie l2,2018 T&I.r.Brian Florence Building Commissioner Barnstable Building.Dept. 200 Main.Street, Hyannis,:MA 02601 CIVIL.SITE P.LAN°SITE CERT—WICATION, PROJECT: SPR4029-17 Roekland Trust LOCATION; 765 Main Sc,Hyannisi MA RE: Civil Engineer'—Site Phan C.ompliaiicc.Ccrtiticatioit 1, ivtatthew Edify; being a registered Professto>al Givil;)Aginee' with the tirm;.of BARTER NYC ENGINEERING SURVEYING, ;Registered Professional,Engineers• find ;Laird S.ttr`veyors; hereby certify that I•have:supervised the preparation of the Civil=Engineering Site:Plans and speoficattons;for th"e above named protect and that,to;the best of my knowledge, information and belief,such Civil Engmeerig Site plans and specificnhons meet the appltcalile provisions of. the'N14ssaclutsett's Building Code;Eighth Edition,as,"relevant,to tfi Site design,fit d generally accepted standards of.Civil Engineering practice in effect at:the time:of performance: I titrther certify that I,or persons:under iq supervision,.have; I Performed. inspections,at appropriate intervals during construction to become generally�fatniliar with the progress and quality.of the'contractor's work related to the site design and to determine that the work proceeded in genetiil accordance w'►th the G'ivtI.Engineering Site Plan construtgtta11 docuthetifs:. As of fhe'date of this Certification,to tlie.best of nay kno��dedge,:iittgrtnRf on and belief,tiw work has been substantially performed and completed,with the exceptions noted below, in general accordance with the Site Plan,•reviSion dated. 4/7/2017,as Approved by Barnstable Site:Plan Review. 7his'certification is for the purpose of checking for conformance with ttie design concept•and general'complance wtfi the information 91ven:'►i1 the Approved"Civil: Engineering Site Plans. It is not'to be considered a field control as-built of all vertical and:horizontal information sliown on the Approved.Site Pli n nor'is'it t'o l:nlply daily n,spdcti0n5 of$*te pinn:i'el'ated lvork: The following exceptions to.the:Approved Site Plan are rioted: 1. 7}te parkin erator in the rear, The provided parking count st:i:lt exceeds the zoning requirement find this minor revisign was.apprpved'by i4ir. Brian Florence im 4/1811;S. 2; Three hers were not planted as shO-yn oii the,Lt gout plan C3.tJ: `I he landscapin'&provided appears veq. 'tiicceptable and a 1 ' ' mi shrubbery was installe l beyond what was called-for on:the plan. W i1F 44 MA Naitit _ MattheW Eddy P: : _ . FW. Registration:No 43183 as, C+1n:43t' Seal Signature Cc: NIs Wendy` t d;Rh ytr:Jerry Blak W't: c litects< 0:\2011\2017-010\ADN41N.\LEI 11:RS\2Ot7-o10 L..l Site Certification letter,-R.o4land,Tnist 765.M4iii St,Hyannis.docx _ Page l Land Surveys e Subdivisions o: Septie Design 0 Wetland Filings• Site Design: °F`"Eltio Town of Barnstable EMRNgr"M = Building Department- 200 Main Street 9 1639. �, Hyannis, MA 02601 $ATEo MAC a. Tel. (508) 862-4038 _.;.� Certificate Of Occupancy Permit Number: B-17-4043 CO Issue Date: 6/21/2018 Parcel ID: 290-098 Zoning Classification: SPLIT Location: 765 MAIN STREET (HYANNIS), HYANNIS Proposed Use: Name of Tenant: Sprinklers Provided: YES Gen Contractor: GREGORY A KNIGHT Permit Type: Commercial- Business Type of Construction: Design Occupant Load: 117 Comments: ROCKLAND TRUST 2 Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Town of Barnstable STAB Building Department-200 Main Street z . �•�A Hyannis, MA 02601 Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-17-4043 CO Issue Date: 6/21/2018 Parcel ID: 290-098 Zoning Classification: SPLIT Location: 765 MAIN STREET (HYANNIS), HYANNIS Proposed Use: B: Office, prof. or service-type transactions Name of Tenant: Sprinklers Provided: YES Gen Contractor: GREGORY A KNIGHT Permit Type: Commercial - Business Type of Construction: Design Occupant Load: 117 Comments: ROCKLAND TRUST l Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition r qTv Town of Barnstable Building • a�al+tSrwe� ;Post This Card So That it is Visible From the -Approved Plans Must be Retained on Job and this Card Must be Kept.Posted j MASS Until Final Inspection Has Been Made. i. Permit i639 16' Where a Certificate of Occupancy,is Required,such Building shall Not be Occupied until a Final Inspection^has been made. Permit No. B-17-4643 Applicant Name: GREGORY A KNIGHT Approvals Date Issued: 01/11/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 07/11/2018 Foundation: Location: 76S MAIN STREET(HYANNIS),HYANNIS _ Map/Lot: 290-098 Zoning District: SPLIT Sheathing: (Z, Owner on Record: HYANNIS ROTARY LLC $ Contractor Name- GREGORY A KNIGHT Framing: o �j j'1i8 Address: 288 UNION STREET Contractor License: CS-030308 2 3 � ROCKLAND,MA 02370 "' Est. Project Cost: $ 1,500,000.00 Chimney: Description: COMPLETE RENOVATION TO THE EXISTING BUILDING AS PER PLANS Permit Fee: $ 13,825.00_ Insulation: BY DRL ARCH. } Fee Paid: $13,825.00 Project Review Req: -' Date: 1/11/2018 Final: 77777- Plumbing/Gas j Rough Plumbing: 64t -2`4 ``"Building Official Final Plumbing: - �"9 This permit shall be deemed abandoned and invalid unless the work authorized by 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 which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. 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 Final Gas: the 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 Officials are provided'on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: _ - _ r. __ .:�. 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: °' Q5J 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: S 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 Departmen Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final•• THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M AC(,:�� L DATA r -Tinal Acceptance ,- _ Schindler Date Contract# Y'_.. Dear Sirs: We have examined the elevator No. installed by you in the Building. Street City State and find same satisfactory and in accordance with the contract and we accept the elevator under the terms and guar�ptee of 11 said contract. V ;:` j Purchaser Elevators or Escalators Are Being Turned Over With The Following Exceptions: (Damage to the equipment—other than noted below—will not be the responsibility of Schindler Elevator Corporation.) Furthermore, in accepting this equipment, I agree that the architectural finishes on the cabs, entrances and fixtures are acceptable. Finally, please understand that we will accept no further"punch lists". l acknowledge receipt of the following: Car Station Keys Special Keys for Corridor Fi Car Station Fixtures Door Release Keys Set of Cab Protective Pads Firemen's Return Keys Owners Documents(as specified per contract)List: Emergency Power Keys Other fir-^ Superintendent/Sales Rep. / Purchaser Maintenance Our Contract includes months of New Product Service.This service is effective and will expire Our Service Technician will make periodic examinations and will perform all necessary adjustments,greasing,oiling and replacement of parts necessary to keep the elevator equipment in operation. Replacement of parts due to accident, misuse or negligence by parties other than Schindler is not included.All work will be performed during regular working hours of regular working days of the trade. In addition, hour Emergency Minor Adjustment Callback service is included. For Service , Dial 1-800-225-3123 Your building Identification number is Notice: Providing a reliable and trouble-free installation is important to us. However,as you complete the remaining building construction work,elevator misoperations or shutdowns may occur that are caused byjob site conditions beyond our control. These conditions include construction dust or debris,vandalism or misuse,voltage fluctuations and equipment room temperature below 55 degrees F or above 90 degrees F.We will respond to your requests for service as quickly as possible. Thank you for your understanding and patience. �RDT.APP. REG27120(REV.6/12) White:HQ/Finance Copy Yellow:Field Copy Pink:Customer Copy 0 The Commonwealth of Massachusetts t Division of Professional Licensure i Office of Public Safety and Inspections } 1 Ashburton Place,Boston,MA 02108-1618 iCertificate For Use of Elevator { Chapter 143 General Laws,as amended I Location: 765 MAIN STREET,BARNSTABLE, Capacity(Ibs):3500 02601 Speed(fpm):100 Issued On:June 20,2018 State ID#:21-P-18386 Expires:June 30,2019 Inspection#:INS-189564 Chapter 143 of the General Law,Section 65 states the elevator inspection certiflcate shall be posted in a /� . j. conspicuous place in or near the cab or car of such elevator. Cj' a-- ill Charles Borstel commissioner IN CASE OF ACCIDENT NOTIFY(5508)820-1444 AT ONCE. BUILDING - JON 2 l 201g G�Lf Town of Barnstable BuildingDepartment-200 Main Street ' 1619• `00 p aM,ca Hyannis; MA 02601 Tel. (508) 862-4038 Temporary Certificate Of Occupancy Permit Number: B-17-4043 CO Issue Date: 6/19/2018 Parcel ID: 290-098 Zoning Classification: SPLIT Location: 765 MAIN STREET(HYANNIS), HYANNIS Proposed Use: Permit Type: Building-Addition/Alteration - Commercial General Contractor: GREGORY A KNIGHT Comments: 30 TEMPORARY OCCUPANCY. 6/19/2018 Building Official Date: mom ' T • • 1( Town of Barnstable Building r PostThis Card So TFat it is U�sibleFrom theme Street ApprovedwPlans,Must be R,etamed on Job and this Card3Must be Kept s en M s PostePermit d Unttl'Final�lnspect�on Has BeendMatle " - Where a,Certyf eateof Occupancy is Requ ed,such Building shall Not,be Occupied until a F naltnspection has been m de Permit No. B-17-4043 Applicant Name: GREGORY A KNIGHT Approvals Date Issued: 01/11/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 07/11/2018 Foundation: LA ation: 765 MAIN STREET(HYANNIS),HYANNIS ,Map/Lot. 290-098 Zoning District: SPLIT Sheathing: r Owner on Record: HYANNIS ROTARY LLC Contractor Name:'hGREGORY A KNIGHT Framing: 1 31Z fs Address: .288 UNION STREET ';" ;`' Contractor_License CS-030308 2 ROCKLAND, MA 02370 3 := Est Project Cost: $ 1,500,000.00 Chimney : Description: COMPLETE RENOVATION TO THE EXISTING BUILDING-AS PER PLANS , Permit Fee: $13,825.00 BY DRL ARCH. Insulation: Fee Paid " $ 13,825.00o phi �nP Date ' 1 11 2018 Final: Project Review Req: ,'�� / / ! Plumbing/Gas 'r L Rough Plumbing: 777 Building Official Final Plumbing : This permit shall be deemed abandoned and invalid unless the work au�thonzedby 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�which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures-shall be in with the local zoming by.1lawsand codes. 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. s z t Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officialt�are prbvided�on this�bp rmit. Minimum of Five Call Inspections Required for All Construction Work: ��� Service: 1.Foundation or Footing 2.Sheathing Inspection _ Rough: . .rr � .. . 3.All Areplaces 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) 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 SHE r, Application Number.....&.—A......... .... ... .... .J............. HAMSTASIX Permit Fee.I...... ............Mer Fee...... .............. MASS. FO 16 TotalFee Paid............................................................... ...... TOWN OF BARNSTABLE (L Permit Approval by.... ................On...Lhdi.4...... BUILDING PERMIrPUILL)ING D., APPLICATIONI'Lap......a..01,.......................Parcel..........0.1.9.................... NOV 2017 v v'v Section 1 — IYw' 6 - 4fis'Ai0py-pTation and Project Location Project Address _V.S M(2�tQ Village Al'i U Owners Name� c, Owners Legal Address_2!W 0 iA Ngyt\,) 3t State zip C)awb Owners Cell# E-mail kjt)e�48!A �N rA t,F-Cic-ON14 TI) Section 2—Structural Use ❑ Single/Two Family Dwelling -""M Commercial Structure over 35,000 cubic feet E] Commercial Structure under 35,000 cubic feet Section 3—Type of Permit D New Construction ❑ Move/Relocate [] Accessory Structure [:] Change of use El Demo/(entire structure) El Finish Basement El Family/Amnesty El Fire Alarm Rebuild El Deck Apartment El Sprinkler System n Addition E] Retaining wall F] Solar Renovation El Pool El Insulation Is Other—Specify, Section 4—Detail Cost of Proposed Construction Square Footage of Project so Age of Structure Dig Safe Number #Of Bedrooms Existing t**1 Total#Of Bedrooms (proposed) We 110 NTH Wind Zone Compliance Method E] MA Checklist n WFCM Checklist E] Design Last updated: 11/7/2017 Section 5 - Work Description Section 6—Project Specifics Wiring ❑ OR Tank Storage ] Smoke Detectors Plumbing ❑ Gas Fire Suppression Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply Public ❑ Private 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 Zoning District 8 Proposed Use.�,'A�,l Lot Area Sq. Ft. 2?' St Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 11/7/2017 f � Bic 30789 P9204 049048 f U9-2fi-2Q1! a 62 3 42P REGULATORY AGREEMENT ROCKLAND TRUST COMPANY 765 MAIN STREET HYANNIS, MA 02601 LIR This Regulatory Agreement("Agreement")is entered into by and between the Rockland Trust(the"Applicant"and/or"Developer"), a Massachusetts trust company with a mailing address of 288 Union Street, Rockland, MA 02370 and the Town of Barnstable(the "Town"),a municipal corporation with a mailing address of 367 Main Street, Hyannis,MA 02601, on thisafday of 2017, pursuant to Section 240-24.1 of the Barnstable Zoning Ordinance and Chapter 168 of the Code of the Town of Barnstable. WITNESS: WHEREAS,this Agreement shall establish the following: permitted uses, densities,sig na e parking setback and traffic within the proposed Redevelopment (as defined herein),the duration of this Agreement,and any other terms and conditions mutually agreed upon between the Applicant and the Town; WHEREAS,the Town is authorized to enter into this Agreement pursuant to Chapter 168 of Code of the Town of Barnstable; p the WHEREAS,the Applicant owns the property known as and numbered 765 Main Street, Hyannis, which are shown on Barnstable Assessor's Map 290, as Parcel 098,and which is more particularly described in the deed recorded with the Barnstable County Registry of Deeds in Book 26821, Page 142 as filed with the Barnstable County Registry District of the Land Court (hereafter,the "Property"); WHEREAS,the three parcel which comprises the Property paragraph, is developed with a two-story brick first below,grade second floor ground level formerly a bank, consisting of approximately 11,731 square feet; WHEREAS,the Property is bordering on the West Main rotary; WHEREAS,the Property consists of approximately 1.25 acres of land, more or less, and is located in the Office-Multi-Family 240.24.1.4(OM)zoning district; WHEREAS,the Applicant proposes to renovate the entire interior of the building and modify the exterior of the structure including relocating the handicapped ramp, remove a utility room at the rear of the structure,adding an elevator in the rear of the building,adding a stand-alone structure to contain automatic teller machine (ATM) and with other changes, all as shown on . the plans submitted (hereafter,the"Redevelopment Plans," 7�u►t� h�,�,�,,�� 1 and such proposed site work and improvements all as shown on the Redevelopment Plans are hereafter referred to herein, collectively, as the "Redevelopment"); WHEREAS,the Redevelopment is consistent with the Town of Barnstable's Design and Infrastructure Plan; WHEREAS,the Town and Applicant desire to set forth in this Agreement their respective understandings and agreements with regard to the Redevelopment; WHEREAS,the Applicant is willing to commit to the reuse of the Property substantially in accordance with this Agreement and desires to have a reasonable amount of flexibility to carry out the reuse and therefore considers this Agreement to be in its best interests; WHEREAS,this Agreement shall vest land use development rights in the Property for the duration of this Agreement, and such rights shall not be subject to subsequent changes in local development ordinances, with the exception of changes necessary to protect the public health, safety or welfare; WHEREAS,the Redevelopment will not require regulatory review under the Massachusetts Environmental Policy Act(MEPA); WHEREAS,the Development is located in the Hyannis Growth Incentive Zone (GIZ)as approved by the Cape Cod Commission by decision dated April 6, 2006, as authorized by Barnstable County Ordinance 2005-13, Chapter G, Growth Incentive Zone Regulations of the Cape Cod Commission Regulations of General Application as extended by an Agreement to Extend Town of Barnstable Downtown Hyannis Growth Incentive Zone to October 6, 2017 between the Cape Cod Commission and the Town of Barnstable executed on December 14, 2015; WHEREAS,the Redevelopment is not subject to review by the Cape Cod Commission as a Development of Regional Impact due to its location in the OM District and due to the adoption of Barnstable County Ordinance 2006-06 establishing a cumulative development threshold within;the OM.District, under which this Redevelopment may proceed and the Applicant has submitted a Jurisdictional Determination to the Town of Barnstable Building Department to confirm the same; WHEREAS,the Redevelopment has undergone formal site plan review and the Town of Barnstable Site Plan Review Committee determined the Redevelopment Plans approvable by decision dated April 7, 2017; WHEREAS,the Redevelopment proposal has undergone two hearings on the Regulatory Agreement application and received an affirmative majority vote from the Planning Board on June 26, 2017; 2 WHEREAS,the Redevelopment proposal has undergone a public meeting on the Agreement before the Barnstable Town Council and has received a'two-thirds vote approving the Agreement on July 20, 2017; WHEREAS,this Agreement authorizes only the use, intensity of uses, dimensions and signage specified herein. Any substantial deviation from the authorized terms of this Agreement shall require review by the Town Council and Planning Board pursuant to Chapter 168-10 of the Code; NOW,THEREFORE, in consideration of the agreements and covenants set forth hereinafter, and for other good and valuable consideration,the receipt and sufficiency of which each of the parties hereby acknowledge to each other,the Applicant and Town do enter into this Agreement, and hereby agree to covenant as follows: 1. The Developer agrees to construct the Redevelopment on the Property in accordance with the Redevelopment Plans which are attached as Exhibit A to this Agreement and which are entitled as follows: a. "Rockland Trust Site Development Plans, 765 Main Street, Hyannis, MA 02601 Applicant: Rockland Trust, 288 Union Street, Rockland, MA 02370, Engineer/Surveyor: Baxter Nye Engineering&Surveyor, Registered Professional Engineers and Land Surveyors, 78 North Street, Hyannis, MA 02601 Issued for: Site Plan review(04/07/2017), as follows: i. 0.0 Cover Sheet, Sheet 1; H. 1.0 Legend and General Notes iii. 2.0 Existing Conditions Plan; iv. 3.0 Layout and Dimension Plan; v. 3.1 Tower Turning Template Plan vi. 4.0 Grading and Drainage Plan vii. 4.1 Stormwater Details and Notes; viii. 5..0 Utility Plan; ix. 6.0 Details; x. 6.1 Details; A. 6.2 Cultec Stormfitter 330 Details; xii. 6.3 Cultec Recharger 280 HD Details. b. "Rockland Trust Proposed Renovations 765 Main Street, Hyannis, MA- Al-Proposed Upper Floor Plan Layout. C. "Rockland Trust Proposed Renovations 765 Main Street, Hyannis, MA A2-Proposed Lower Plan Layout. c. "Rockland trust Proposed Renovations 765 Main Street, Hyannis, MA A3- Proposed Left Side Elevation". 3 I d. "Rockland Land Proposed Renovations 765 Main Street, Hyannis, MA A4-Proposed Rear Elevation". 2. The Town hereby grants the following waivers from the Town of Barnstable Zoning Ordinance for the Redevelopment, as requested by the Developer: a) Section 240-24.1.6(A):To allow use of the Property as a bank with drive-through in the OM District. b) Section 240-24.1.6(C) & 240-24.1.10(A)(4): Front, rear and side parking setback (currently pre-existing non-conforming) and where the altered setbacks are more conforming than existing conditions. c) Section 240-53(C) and 240-24.1.10(A)(4) Landscaping requirements for parking lots. i. To provide 9%interior parking lot landscape where ordinance requires 10%. d) Signage—Sections 240-24.1.10(A)(6) and 240-67. i. Waiver to allow Signage in excess of 50 square feet and to allow adequate number of signs for identification and directional purposes. ii. Signage shall be consistent with the Design Infrastructure Plan and approved by Planning and Development Staff prior to installation. iii. No waiver is requested or granted for internally illuminated signs. 3. The Redevelopment provides,without limitation,the following site design,traffic safety, and community benefits: a. Revitalization of long standing vacant property; revitalization is anticipated to eliminate or substantially reduce issues associated with blighted property including, but not limited to, homeless occupation and illicit activity. b. Redevelopment will significantly improve aesthetics at a gateway property into the Hyannis Growth Incentive Zone. c. Substantial reduction in the number and square footage of curb-cuts servicing the Property. d. Elimination of ten parking spaces directly located on property line abutting West End Rotary and Main Street. This will eliminate dangerous conditions of vehicles pulling out directly onto the West End Rotary and Main Street. e. Substantially improved traffic flow pattern allowing smoother ingress and egress on the property. f. Exterior site lighting improvements, including use of LED lights and motion detector lights. 4 g. Construction of a sidewalk along the entire length of the Main Street frontage in accordance with all applicable standards. h. Improved storm-water drainage management on-site with low impact design measures. i. Replacing existing internally illuminated signs with new signs illuminated externally or with halo lighting as per Design Infrastructure Plan. 4. This Agreement shall run with the land, and all of the terms,conditions, and obligations contained in this Agreement shall be binding on any successor or assignor of the Applicant. S. The term of this Agreement shall be ten (10)years from the effective date of the Agreement (hereafter,the "Term"), and the development rights authorized herein must be exercised prior to expiration of the Term or this Agreement or it shall be null and void. Once the development rights authorized herein have been timely exercised, all terms and conditions of this Agreement shall remain in effect until the Property is no longer used in accordance with the Redevelopment Plans in a manner that requires additional zoning relief. (signature page follows) 5 r IN WITNESS WHEREOF,the parties have hereunto caused this Agreement to be executed on the day and year first above written. Dated this-A day of 2017. TOWN OF BARNSTABLE l By: Name: M k Ells T wn Manager COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this o21 day of 2017, before me,the undersigned notary public,g ryp , personally appeared Mark Ells,Town Manager of the Town of Barnstable,and proved to me through satisfactory evidence of identification, which was to be the person whose name is signed on the preceding or attached d ument in my presence. L:c Notary Public My Commission expires: %,�� v AG1� may: i tilp TA Y bl R '"I" 44M. vW�vS 6 DEVELOPER: ROCKLAND TRUST COMPANY a Massachusetts Trust By: Name:Stephen Carroll Senior Vice President—Director of Corporate Services COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. 17 On this da of .2017, before me,the undersigned notar y ry public, personally appeared and proved to me through satisfactory evidence of identification,which was _ to be the person whose name is signed on the preceding or attached document in my presence. Notary Public My Commission xp' es: HEATHER H.WEYDT Notary Public Commonweatth of Massachusetts My Commission Expires April A 2022 7 I �I EXHIBIT A: REDEVELOPMENT PLANS s BAXTER NYE - f�►�` j�/� �( Ro c O d a in d U iru sq BAXTER NYE j ENGINEERING& V e 30"q's De 0opme q Maims SURVEYING �nMreNMId egM.w- - ad bW 51ngw. 765 Main Street rs Nad"9bed-W rr°°t YJaM1A Yaeeognw/1E MM Hyannis,MA 02601m- r- roe m-�s1s Applicant Rockland Trust BAXTER NYE ENG]NEERING&SURVEYING 288 Union sum Repslecd Fmfesdaral RQrklauxtMAM370 EngmeerEMdlddSurveyors STAMP STAMP" 78NalhSWd-3WFlwr.Symiu.MA 02601 . Phone:(508)771-7502 fax:(SM771-76M AM:Mathew Eddy . t.. �� CO MS ULTANT Issued for. Site Plan review(04/07/2017) CONSULTANT Job Number: 2017-010 . r vnevARee tQR: PLAN SHEET INDEX ROahiend Truce 288 Union SbM &W=MW @08b 1,=SM No. DRAWING TITLE Rockland.MA.02370 -C 0.0 �C�w.erSheet C 1.0 LegwW and General Notes PROJECT TITLE C 2.0 E)dsting CondRlons Plan 70a MAIN STREET C 3.0 layout and Dlmenslon Plan Hyannis,MA. C 3.1 Tower Tumi g Templets Plan C 4.0 Grading&Drainage Plan . C 4.1 Stonnvater Dole%and Notes C 5.0 Ud81y Plan s C 6.0 Details C 0.1 'Detais C 62 Cu1Me Stomfillor 330 Detaft e 6.3 Cullec RechaW 2W HD Details ansnoN- SNttT TTITI TLA N000.0 t . pwTe.APIRO/- Y- SCALE: o ao¢Qs lEOBD d11111907NfQ RDO I m ■IRL .amLLrn n No ve-wgLaow -REFORM B ►X TER R NYE E _ m m - _ ■b m OYOWmKIx wu KIOR MRBp•u OI®Y■O(a I IT4ai C:title!"-Y'1'ei;NL FIK■ 1.ALL ROn•IW Wlle YWl K N iMUY6 MpM 1LSWO�f.ON�YNgJV V®R T!K aL YYdRIY■64S INN NO WIYIMd qIf YLL K M IROpOIIR ��... •RM•W w MM ypLb•IMI®ORm6Ew" i Qa�L bnlitL9 N.M'bM 'lr JIOMI�"EW 11O OOINORK'lll•OFpWbMC�NKYL b'� "•..{'. 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C6.3 y TM CULTEC,Inc T DMWND WAS PREPARED To SUPPM THE DESIGN ENGINEER FOR THE PROPOSED SYSTEM.IT ISTTIE wed 3b.mwvl�amern...ey.mTMULTIMATE RESPONSIBRITY OF THE DESIGN ENGINEER TO ASSURE THATTLE STORMWATER SYSTEMS DESIGN IS IN .P.re:u+ldm 2017 �• P.O.Box 290 PW(203)7784416 FULL COMPIUNCE VWM ALL APPLICABLE LAWS AND REGULATIONS.IT IS THE DESIGN ENGINEERS REBD'ONSIBSIIY 878 FeAemlRmtl PH:(WO)4.CULTEC TO ENSURE THATTHE CULTEC PRODUCTS ARE DES90NED IN A�ANCE VATH CULTEC'S MINIMUM REQUIREMENTS. aCALEAU BmoM6M,CT OBBDO FM(203)7761412 CULTEO INC.DOES NOT APPROVE PLANS, OR SYSTEM DESIGNS.THE DESIGNING ENSWER IS AMPONSELE ro CULTEC nnvw oLRFn.on oeacuftea FOR ALL DESIGN DECISIONS. r J 2 e &--DRL AR;hRec15PC TOW went ;; �..._....�.. .��Y'' �,-•� Ems? •J- �rJ � sPAft F'Q6' i. f i ��•�°Ssrsama.yy - - ®F :fir••• - oaw an. Q C1 JLC c Lw HP HPKOCKLAND �. sea Renmr�fons PmposW Uww Fbw Ptn Layout _► L I tL' n ®. Al f : 7 4 0a DAL � Archnet:ts'Y; fi I ! w Mce.sw.7o. soft in - ti� y D �p Ski. EwAor -dft C ❑ I 1 I I It 1 1 I I 1 'r ') POCKLAND I rar R- ..«R - eE Renwa�tlen. ETposad Lower Flom Plan Layout Pk pmew Kri A A cre 3 _ z o 1s e ®s D R L A{ChirC.:ts�C E �YS341"�864. .�Mo e D �^ — — - - - _ - --- am Proposed Front Elevation c c Ll 9 MIX POCKLAND - w ! me re,w��www 4 r41p sewn v011ff� v 19 m [a In ' .- � ems°"�^".,v�.6`"w^.w au"•���o�' e��' I.1"Y R A A A - - - - ----- A am �....... Ero vaposed Left Side Eletion m. ,� v-.•-p as A3 B %DIAL Archrecls7r E �amRo..�tinw ma. — pis® r o r Nil INS - - - - t p_roeosed Right Side Elevation uuu - WW1 Gi.Y.R..r C C �o�irm.vro.w yrp @`ice mn POCKLAND e retx:. i PY P—d .............. . .♦.. w �.�® ••• Y � � A�N.eSs a aw.�� s .... ♦ __--_--•__—.......... e.v—---------—------------—----------- FA . ._ �~`� .4• o� of PnwoaedRearElavattog .` a,:o°a o A a ------:_. 2 ' — Initial Construction Control Document N W To be submitted at completion of construction by a Registered Design Professional ."` for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Rockland Trust Date: 01.10.2017 Permit No. Property Address: 765 Main Street,Hyannis MA Project: Check one or both as applicable: New construction Existing Construction Project description: I Glen G.Markey MA Registration Number: 41542 Expiration date: 06.30.2019 , 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 Architectural Structural Structura X 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 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: � N OF M4 9��® L G. G� M �.. M CHA -� o.41 TONAL 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 ' P J g P p p cat ons that you prepared or directly supervised.If`other is chosen, provide a description. Section 9— Construction Supervisor Name (�° ' : Telephone Number r Address;&U 62'W'e O City_%L LLPMA State _Zip ©a��_ _ License NumberC,S 0 3O3� License Type S Expiration Date (� Contractors Email UC\ v\'�A�4 CoP)Cell#_(r rj � 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 and the Town of Barnstable.Attach a copy of your license. Signature Date l I Section 10—Home Improvement Contractor Name Telephone Number Address A Ci State Zip Registration Number Ex irati n Date I understand my responsib' ties un er the es d re lions for Home Improvement Contractors in accordance with 780 CMR the Massachusetts S to Building C e.. I de d the construction inspection procedures,specific inspections and documentation required by 780 CMR an 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 C 11 or P ber I understand my responsibilities der the a and re ations foonstruction Supervisor in accordance with 780 CMR the Massachusetts State B lding Cod . I unders d the cospection procedures,specific inspections and documentation required by 780 MR and th :Town.of arnstable Signature Date APPLICANT SIGNATURE Signature Date U ';:Z7 —4� Print Name ,n_xAI GT_ Telephone Number �. E-mail permit to: I U l . C—o Yn Last updated: 11/7/2017 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board (if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department UY Conservation For commercial work,please take your plans directly to the fire department for approval Section 13 — Owner's Authorization I, W Ae , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work autho ' ed by this building permit application for: (A dress of j ob) Signature of Owner date Print Name UV-e FLul,hes P it ,i Y Last updated: 11/7/2017 BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,31 Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 June 12,.2018 Mr.Brian Florence Building Commissioner Barnstable Building Dept. 200 Main Street, Hyannis,MA 02601 CIVIL SITE PLAN SITE CERTIFICATION PROJECT: SPR#029-17 Rockland Trust LOCATION: 765 Main St.,Hyannis,MA RE: Civil.Engineer—Site Plan Compliance Certification I, Matthew Eddy, being a registered Professional.Civil Engineer.with the firm of BAXTER NYE ENGINEERING & SURVEYING, Registered Professional Engineers and Land Surveyors, .hereby, certify that I have supervised the preparation of the Civil Engineering Site Plans and specifications for the above named project and that,to the best of my knowledge,information and belief,such Civil Engineering Site plans and specifications meet the applicable provisions of the Massachusetts Building Code,Eighth Edition,as relevant to the site design,and generally accepted standards of Civil Engineering practice in effect at the time of performance. I further certify that 1,or persons under my supervision,have: 1. Performed inspections at appropriate intervals during construction to become generally familiar with the progress and quality of the contractor's work related to the site design and to determine that the work proceeded in general accordance with the Civil Engineering Site Plan construction documents. As of the date of this Certification,to the best of my knowledge, information and belief,the work has been substantially performed and completed,with the exceptions noted below, in general accordance with the Site Plan,revision dated 4/7/2017,as Approved by Barnstable Site Plan Review. This certification is for the purpose of checking for conformance with the design.concept and general compliance with the information given in the Approved Civil Engineering Site Plans. It is not to be considered a field control as-built of all vertical and horizontal information shown .on the Approved Site Plans nor is it to imply daily inspections of site plan related work. The following exceptions to the Approved Site Plan are noted: 1. The parking layout was reduced by two to accommodate a natural gas generator in the rear. The provided parking count still exceeds the zoning requirement and this minor revision was approved by Mr.Brian Florence on 4/18/18. 2. Three trees were not planted as shown on the Layout plan C3.0. The landscaping provided appears very ':(acceptable and a i,i. al shrubbery.was installed beyond what was called for on.the plan. „\ZN OF IygSQ {MAT Name Matthew Eddy,P.E. EDDY Registration No.: 43183 Ctl L No.431183 ' Seal °� 'P� �,, Signature A/Jorr Cc: Ms. Wendy Fry Mr.Jerry Blake, itects 0:\2017\2017-010\ADMIN\LETTERS)2017-010 L1 Site Certification letter-Rockland Trust-765 Main St,Hyannis.dock Page 1 . Land Surveys • Subdivisions 9 Septic Design 9 Wetland Filings • Site Design . Final Construction Control Document w To be submitted at completion of construction by a M Registered Design Professional for work per the 9 h edition of the Y Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Rockland Trust Date: 06.06.18 Property Address: 765 Main Street Hyannis,MA Project: Check(X)one or both as applicable: ( )New construction ( )Existing Construction Project description: I Glen G.Markey MA Registration Number: 41542 Expiration date: 0613012019,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: 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: Of Al 2o Q 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 Construetion'Control Document N To be submitted at completion of construction by a Registered Design Professional for work per the 9"' edition of the e Massachusetts State Building Code, 780 CMR, IBC 2015 Chapter 17 Project Title: Rockland Trust Date: 6/7/18 Permit No. Property Address: 765 Main Street Hyannis, MA 02601 Project: Check(x)one or both as applicable: X New construction X Existing Construction Project description: Additions and alterations of building. I Rimantas M. Veitas MA Registration Number: 34028 Expiration date: 06/30/2018 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural X Structural Mechanical Fire Protection Electrical Other: Describe for the above named project. I, 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 IBC 2015 Chapter 17 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 IBC 2015 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 pro- f 780 CMR 7. �J�10F 11 Enter in the space to the right a"wet"or A AS �y electronic signature and seal: VE AS Y STRU T y Np G° Phone number: 781-843-2863 Email: rimas@veitas.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Final Construction Control Document u W To be submitted at completion of construction by a W Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Proposed Addition and Alterations Date: June 7, 2018 Permit No.B-17-4043 Property Address: 240 Providence Highway,Westwood,MA 02009 Project: Check(x) one or both as applicable: X New construction X Existing Construction Project description: Additions and Alterations of office building I Gerald F. Blake MA Registration Number: 20724 Expiration date: 813112018,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': X Architectural Structural 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 electronic signature and seal: Sg��ED ARc�iA NO2 ® ND SS. J .. (pl'IOFM�� Phone number: 781-331-8541 Email:jblake@drlarchitects.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. Trial Version 10 09 2012 i Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional for work per the 91h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Rockland Trust Date: 06.06.18 Property Address: 765 Main Street Hyannis,MA Project: Check(X)one or both as applicable: ( )New construction ( )Existing Construction Project description: I William T. Mayer III MA Registration Number: 46021 Expiration date: 06/30/2019, 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 electronic signature and seal: Wgr.JAM t 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 w To be submitted at completion of construction by a Registered Design Professional for work per the 91" edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Rockland Trust Date: 06.06.18 Property Address: 765 Main Street Hyannis,MA Project: Check(X)one or both as applicable: ( )New construction ( )Existing Construction Project description: I Raymond Dusseault III MA Registration Number: 40709 Expiration date: 0613012019, 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 X Electrical Other: for the above named project. I certify that I, or my designee, have perfoimed 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. .�`` SN OF Enter in the space to the right a"wet"or ,��` y��;. • ;ye, 0 electronic signature and seal: r' . W. DUSSEAULTat • i CTR1 • N qO •pH 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 off Registered Design Professional for work per the 9 h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Rockland Trust Date: 06.06.18 Property Address: 765 Main Street Hyannis,MA Project: Check(X)one or both as applicable: ( )New construction ( )Existing Construction Project description: I Glen G. Markey MA Registration Number: 41542 Expiration date: 0613012019,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 Otheri Plumbing 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 g OF M 1 electronic signature and seal: , ��,F. ,�opMA No: ti°�yQ p E� 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. f Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional r�u for work per the 91h edition of the Massachusetts State Building Code, 780 CMR, IBC 2015 Chapter 17 Project Title: Rockland Trust Date: 6/7/18 Permit No. Property Address: 765 Main Street Hyannis,MA 02601 Project: Check(x)one or both as applicable: X New construction X Existing Construction Project description: Additions and alterations of building. I Rimantas M. Veitas MA Registration Number: 34028 Expiration date:06/30/2018 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural X Structural, Mechanical Fire Protection Electrical Other: Describe for the above named project. I, 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 IBC 2015 Chapter 17 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 IBC 2015 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. ytW OF 40 Enter in the space to the right a"wet"or �a�`'� Rjt�artrAS 'cy electronic signature and seal: vrras , .sao2a111 u p S� Phone number: 781-843-2863 Email: rimas@veitas.com Building Official Use Only Building Official Name: Permit No.`. Date: Version 06 11 2013 £��t,���l �4-t� � -�-�-�� ed4lODMF,yr Town of Barnstable yb° '• SA ILKSTA"I Planning & Development Department www..townojbaenstdble;uslplanriloganddevelopmOnt April',27,201:9 David V. Lawler,P:C. 540 Main Street,Suite 8 Hyannis,,MA 02601 Attorney Lawler:, The Regulatory Agreement between Rockland Trust.Company and the Town of Barnstable,.recorded in the Barnstable County Registry of Deeds in Book 30789,as Page 204, provides a waiver`from signage regulations, provided that final,review of the number,type,and design.of signs is approved by the Director of Planning& Development for consistency with the Design.&Infrastructure Plan (DIP). i The signage package submitted by Rockland Trust to the Town dated July.17,2017(date print);:with the post and panel freestanding sign dated April 5,2018,all attached hereto, is approved based on consistency with the DIP. Best regards, Elizabe S.J ki Director of Planning&Development' I �II W Z� $ill 9 ❑{,� 200 Main'"Street,Hyannis,MA 02601(o)508-862-4786:(f)508-862-4784 7a Y�Siq t3 d� ry At s�+0367 Main street,Hyannis,MA 02602(o)508-862-4678{f)508862-4782 Town of Barnstable Building si This:Card So;That it is Vis�li'le 1 rom the Street-Approved Plans Musf'be Retained on`Job and this Card Must ELMN LeiPo be Kept '"^ Posted Until Final Inspection Has Been Made. 1659• ♦� a ,... ., - '" x a. :"" `,: g`., r N '` Permit I V1/here'a'Certificate of Occupancy is,Re`quired,such Buildmg.shalLNot be Occupied untiI a Final Inspection has.been made L ".r.H.,.a ..-.H...-�....:. ._«.�,.im..< ., .......w.�»..-„...e.�.«.-a.+++.--.,............_ .a.,d, -h xa u' ..,,<...,a.,<.+w�_....Mc ..,,i _ <....,.,.,....,n.n..n,-.�.,a.w..,...„_ Permit No. B-18-748 Applicant Name: Approvals Date Issued: 03/21/2018 -Current Use: Structure Permit Type: Building-Sign Expiration Date: 09/21/2018 Foundation: Location: 765 MAIN STREET(HYANNIS),HYANNIS _ Map/Lot: 290 098 Zoning District: SPLIT Sheathing: Owner on Record: :ROCKLAND TRUST COMPANY 'Contractor Name: Framing: 1 Address: 288 UNION STREET 1 Contractor License: 2 " -"° �_� Est. Project Cost: $0.00 ROCKLAND, MA 02370 - 1 Chimney: Description: 1 freestanding sign r t. Permit Fee: $ 150.00 10' high 17 sq , i Fee Paid: Insulation: ; $ 150,00 ' Date: . 3/21/2018 Final: 1 wall sign 39sq ..�' i r n Plumbing/Gas Rockland Trust Banking4ri Rough Plumbing: Directional signage to meet code. No logos or name. s - Zoning Enforcement Officer Limited to 4 n ! � Final Plumbing: Rough Gas: Project Review Req: Final Gas: This permit shall be deemed abandoned and invalid unless the work authorized by,this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the.approved application and the'approved:co.nstruction documents for which this permit has been granted. Electrical All construction,alterations and changes of use of any building and structures shall be in compliance with thejocal zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shalrbe maintained open.for.public inspection for the entire duration of the Service: work until the completion of the same. i 'r Rough: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Final: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Low Voltage Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Health 6.Insulation 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Fire Department 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). Town of Barnstable Building Department Services Brian Florence, 4 Building Commissioner BARNSTABLE 200 Main Street Hyannis, MA 02601 ` www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Sign Permit Application Zoning District BUILDING DEPT. lr-�q FEB 2 7 2018 Permit # U Historic District ❑ TOWN OF BARNSTABLE Location by Street address and village i 6 � Applicant j' y 1'' . Map & Parcel C7 D Telephone-Number 25 5220' Email Wall ❑ Wall Freestanding Freestanding ❑ Electrified* ❑ Electrified* Dimensions Sign #1 / 6,1 � 5q r--l- Dimensions Sign #2 Square feet Square feet Reface Existing Sign New/Replace Sign Width of Building Face , ft. X 10 + z 0 X .10= &e *Lighting Type "Fx 1"t T a-L A wiring permit is requi/red if sign is electrified. /UGoG�. PHILADELPHIASIGN BRINGING THE WORLW5 BRANDS TO LIFE Philadelphia Sign Company • 50 Porter Rd • Littleton,MA 01460-1414 Re: SitelD RT787.R Hyannis 765 Main St Hyannis, MA 02601 AUTHORIZATION AND CONSENT FORM By my signature below,I hereby represent that I am the owner of the property indicated above or otherwise duly authorized by the Lease to grant authorization for Philadelphia Sign Company and/or their sub contractor to apply for permits and install new signage at the above referenced location as per the attached brand book. --------------- LANDLORD APPROVAL Signature Print Name SrP� CAL Date Title —S 17i rGG �� C-OePd/ t :.;7L'a'vi!�I email��kA- .Cqrr- l1 Address . Phone Return Form to: Philadelphia Sign Company 50 Porter Rd Littleton,MA 01460-1414 email(Preferred): pgelinas@philadelphiasign.com ,or FAX to: (978)486-0138 attn: Pierre Gelinas ENGINEERING SHOP P VINYL/LAYOUT ROUTING If KNIFE r-z va^ J� a'1 s/6" Philadelphia Sign - �g-1/4 � I 1/8"Thick Routed Aluminum Face Painted "Rockland Blue"PMS 288c Satin Finish. 0 o tvr P A tr v Pal West Spring Garden Street -Rockland"Copy To Be 3/4"Clear Acrylic Palmyra,New Jersey 08065 9 5/8" To Push Thm Y.".1st Surface Decorated With 3M 3630-20 Trans White Vinyl.2nd PGonc e568191960 ® Surface Decorated Diffuser 0 ® e-,,,"u:,nouwy+,uoarymw,q".r"m � Back w/1!8"Clear PC;C;S Stud Mountt To To Face ;fro- 2'8„10 1/2" 2'2 5/8" CUSTOMER: 1 "Trust"Copy To Be 3/4"Clear Acrylic To ROCKLAND ` Push Thm%".1st Surface Decorated 3'10 5/8" With 3630-125 Golden Yellow Vinyl.2nd TRUST '10 5/8' Surface Decorated w/3M Diffuser 363570 - - 1/8"Thick Routed Aluminum Face Back w/118"Gear PC;Stud Mount To Face I JOB NUMBER: Painted"Rockland Blue"PMS 288c I p `'- Satin Finish. 55/16" t� Banking REVISIONS: 7 1/8" sP '; Date: Oeecdpiwn:'25/B" By: an-ing; 1/8"Thk x 9-1/4"Alum.Cladding 7 7116" - - 3 112" - &Lower Face Painted"Rockland - - � Silver'To Match 3M Vinyl 7755.120 Gloss Finish. 1/8"Thick Routed Aluminum Lower Fars Painted"Rockland Silver"To Match 3M - :v - Vinyl Film 7755-120 Gloss Finish. 10,0" - 10'0" 1 4 15/16" "Banking"Copy To Be 3/4°Clear Acrylic To Push Thru W'.1st Surface Decorated �. With 3M 3632-157 Sultan Blue Vinyl.2nd 1/8"Thick Aluminum Cladding Surface Decorated w/3M Diffuser 383570 Painted"Rockland Silver"To I' Back w/1/8"Gear PC;Stud Mount To Face !!l!11tt Match 3M Vinyl Film 7755-120 I - - SQ �� DRAWING TYPE: Gloss Finish. Growth Symbol To Be 3/16"2447 White _ w/Clear 1/4"Thick Blocks Chem Welded Permit - To Back Side For Attaching To Sign Case. A Upper Right To Be tat Surf.3M 3632-7695 SIGN TYPE: v Light Blue Vinyl.Growth Symbol At Lower Left To Be tat Surface 3630-125 Golden Pylon 6'1 3/8" 6'1 3/8" Yellow Vinyl.Use Studs To Attach To Face 11-06-07 a' DRAWN BY: CIVIC SHEET: e ` - 3 of 7 Grad STANDARD PYLON NOTES: 1. Sufficient Primary Circuit In Vicinity Of Sign DWG NUMBER: By Others. B26741 Pylon Sign 2. Final Primary Hook-up By Sign Installer, Side View Pylon Sign Where Allowed By LOCBI Codes. THIS IS AN ORIGINAL UNPUBLISHED Sign 002 Elevation SIdeA 3. Sign Shall Be U.L.Listed. DRAWING CREATED BYP.S.C.O.IT Scale;1/2"=1' * Scale:1/2"=1' 4. Soil Assumed To Be Medium Clay,Or Better,With IS SUBMITTED FOR YOUR PERSONAL Minimum Soil Bearing Capacity Of 2,500 PSF. USE IN CONJUNCTION WITH A PROJECT 5. Concrete 3,000 PSI @ 28 Days. BEING PLANNED FOR YOU BY P.S.C.O. Nam:-11 aign is mten4Wto be insmnad In eRordans 6. Reinforcing Steel Shall Be ASTM A615 GR-40. IT IS NOT TO BE SHOWN TO ANYONE with da nn;W eme�m ornmda 6o0 ofthe Nadonal 7. Structufal Steel Shall BB ASTM A36. OUTSIDE YOUR ORGANIZATION NOR Eiaamaal code grounding ee apr�icaablewoe codes.This 8. All Welds Shall Conform To A.W.S Standards. IS IT TO BE USED,COPIED,REPRODUCED, includes paper of OR EXHIBITED IN ANY FASHION. ENGINEERING SHOP P VINYL/LAYOUT ROUTING/KNIFE 4'1 5/8" �y 1 Philadelphia Sign C O M P A N Y 707 West Spring Garden Street Palmyra,New Jersey 08065 T�Tj�J��T IT ���j���)f R(?.CKL�LL 1111 V D I'll II 111114 JJJ...111 \� Fh-8.5682914 n n n EQ 0,_8 n EQ E-m thnnnr@pr,aoddphWign.ro 4 W V 3'10 518" CUSTOMER: EQ 0'4" EQ ROCKLAND TRUST C' JOB NUMBER: w t----1"Thk x 11"x 11" 4 15/1�" 0 - - St'I Base Plate uJ 1-1/4"0 Holes For REVISIONS: _ Da 1"0 Anchor Bolts re: Des<npdon: By: 10,0" 1/8"Thk x 1-1/4"x 1-1/4"Alum. Angle Frame.See Page 6 Z: m "' 1/4"Thk x 6"x 6" c St Column 1/4"Thk x 6"x 6"St'I Column LAluminum Cladding �'— 2"0 Wire Hole w 3/8°Thk x 2-1/2"x w 8"St'I Gussets -----__ -- DRAWING TYPE: Base Plate Permit Scale:3"=1' SIGN TYPE: ------- I Grade Pylon LOCATION: DATE: 11-06-07 1"0 Anchor Bolts With 6" ' o Thread At Top&3"Hook DRAWN BY: CMC vConcrete Footing SHEET: 4of7 STANDARD PYLON NOTES: 1. Sufficient Primary Circuit In Vicinity Of Sign DWG NUMBER: ' '■'�,��'.'.! By Others. B26741 2. Final Primary Hook-up By Sign Installer, Where Allowed By Local Codes. ■ 2'-6" 2'-6" THIS IS AN ORIGINAL UNPUBLISHED \'■� 3. Sign Shall U.L.Listed. DRAWING CREATED BYRPERS. A 4. Soil Assumeded To Be Medium Clay,Or Better,With IS SUBMITTED FOR YOUR PERSONAL Pylon Sign Pylon Sign Minimum Soil Bearing Capacity Of 2,500 PSF. USE IN CONJUNCTION WITH A PROJECT Footing Footing-Side View. 5. Concrete 3,000 PSI @ 28 Days. BEING PLANNED FOR YOU BY P.S.C.O. Note:Thla eign Is Intended to Ee inatal.d In.aordence Scale:3/8"=1' Sale:3/8"=1'. 6. Reinforcing Steel Shall Be ASTM A615 GR-40. IT IS NOT TO BE SHOWN TO ANYONE Wthihemquin,nentsar Aaide Wo Drift.NBO.n.I 7. Structural Steel Shall Be ASTM A36. OUTSIDE YOUR ORGANIZATION NOR Biel I cone a,W r omen sppiic b e Inca wdes.This � � IS IT TO BE USED,COPIED,REPRODUCED, ind.dea properero�ndinsand hondin¢or me wren. 8. All Welds Shall Conform TO A.W.S Standards. OR EXHIBITED IN ANY FASHION. A ' Y 7/17/2017 Hyannis Print Books (� ( Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 �! Address: 765 Main Street Approved: TRUST City/State: Hyannis United States Date Print: 07/17/2017 „.- o�osed Existing Photo Pr Photo I t ti . . Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 001 Sign Number: 001 Letter Height: Existing Sign Type: Pylon Sign Type: Custom Overall Width: 4'-1 5/8 Face Material: Action Code: Remove and Replace Overall Height: 10, Grapchics Materials: Description: Custom 10'Pylon with plate letter graphics/externally illuminated Illuminated: yes High Above Grade: Message A: as shown Face Height: Message B: as shown Face Width: Comments: Provide external ground up lighting(TBD) Illuminated: Restoration Notes: Perform utility locates and verify setbacks prior to fabrication/installation.New electrical work required.Field verify Electrical: available circuits and access prior to fabrication.Restore ground material to base of new sign.See control documents for product specification and master agreement for installation requirements. Sign Comments: SignChartO and Recommendation Book Legal Disclaimer.Certain information and Content in SignChart®is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, without previous authorization from Monigle Associates and their clients.The Information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https:Hsignchart4.monigle.net/printbook.php?site_id=rlpj442 3/15 ENGINEERING STANDARD BLASTED BACKGROUND PANEL SQUARE FOOTAGE:38.9 SHOP with RAISED GRAPHICS ONLY PANEL TYPE THICKNESS VINYL/LAYOUT ROUTING/KNIFE ❑ Standard Wood Grain ■ HDU ❑ 1"Thk ■ Flat Blast,it will have a Stucco look to it ❑ Cedar ❑ 1%"Thk P H I L A D E L P H I A S I G N ❑ Redwood Grain ❑ Redwood ■ 2"Thk """"I,re.-,—111 TO L111 ❑ Custom 707 West spring Garden street Palmyra,New Jersey 08065 Phone:856.829.1460 19'-11 1/2" Fax:$56.829.8549 ww W.phlladelphlaslgn.eom 9'-11 3/4" 9'-11 3/4" CUSTOMER: 17'-0" 2"Thk Sandblasted(HDU) ROCKLAND TRUST Sign.Background Recessed JOB NUMBER: FaceiSeam 1/4"&Painted To Match "Rockland Blue"PMS 288c RT787.R (Satin Finish)Border&Returns To Match Background Color SIGN TYPE: 9 • ® SITE SIGNAGE "Banking"Copy To Be Raised 1/4"Above Background& LOCATION: Painted White(Satin Finish) 765 MAIN ST ROCKLAND"Copy To Be Raised "TRUST I"Copy To Be 1!4" ro 0 1/4"Diameter x 3 1/2"Long HYANNIS,MA 02601 1/4"Above Background&Painted WS.CUST RT Above Background&Painted m Hanger Bolt Drilled To The -White(Satin Finish) Custom Non-Ilium S/F HDU Sandblasted Sian To Match"Rockland Yellow Gold" Back Of The HDU Sign. DATE: Sign 002-(1)Reguired PMS 1235c(Satin Finish) (24)Places 02/13/2018 SCALE: 1/2"=1'-0" DRAWN BY: ;- PZV 2" REVISION: Number: Date: By: Seam To Be Joined 2"Thk Sandblasted 1/4"Diameter x 3 1/2"Long a' With High Strength (HDU)Sign Hanger Bolt Drilled To The SHEET: END DEPT Wood Epoxy Back Of The HDU Sign. 1 OF 2 (24)Places \ \ DWG NUMBER: Drill Hole In Existing Brick B76948 Surface And Fill With Silicone Adhesive ENGINEER SEAL: iv Copy&Graphics To Be Raised 1/4"Above Background 2"Thk Sandblasted(HDU) Sign.Background Recessed ■ ■l� 1/4"&Painted To Match "Rockland Blue"PMS 288c \III (Satin Finish) #10 x 1"LG Flat .040 Thk x 2"x 1-11 3/4" _ Head Wood Screw SEAM DETAIL Alum Buttstrap Attached (6 Per Seam) To Back Of Sign At Seam MAX DESIGN WIND SPEED 90 MPH PLAN VIEW SECTION 1 3/4"Wide Border To Be EXPOSUREC SCALE:FULL Raised 1/4"Above Background &Painted To Match"Rockland Blue"PMS 288c Satin Finish THIS G AN ORIGINAL UNPUBLISHED DRAWING ( ) CREATED BY PSCO.IT IS SUBMITTED FOR YOUR Returns To Match PERSONAL USE IN CONJUNCTION WETH A PROJECT Note:This sign is intended to be installed in accordance with the requirements of BDNG PLANNED FOR YOU BY PSCO.IT IS NOT TO Article 600 of the National Electrical Code and/or other applicable local codes. SECTION BE SHOWN TO ANYONE OUTSIDE YOUR This includes proper grounding and bonding of the sign. ORGAN¢ATIDN NOR IS IT TO BE USED,COPIED, Scale:3"=1'-0" REPRODUCED,OR EXHIBITED IN ANY FASHION. .c s. 7/17/2017 Hyannis Print Books O T A Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-67-12 j,.A D Address: 765 Main Street Approved: `"R City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Pro osed Photo Jex a .,✓: a _� y Y .� et. ,a d_ fit. s . 5 I Existing Proposed Asset Type: Asset Type: Logo Height: 13 3/8 Sign Number: 002 Sign Number: 002 Letter Height: Existing Sign Type: Plate Letters Sign Type: Custom Overall Width: 21'-4 Face Material: Action Code: New Overall Height: 24" Grapchics Materials: Description: Custom 9 1/2"'D'cap height White Horizontal Plate Letters on a wooden Illuminated:. yes High Above Grade: backer painted blue.Externally lit Face Height: Message A: as shown Face Width: Message B: Illuminated: Comments: Background Electrical: Restoration Notes: Client to verify if existing electrical conduit lines behind sign will be rewired,cleaned out. Sign Comments: SignChartO and Recommendation Book Legal Disclaimer.Certain information and Content in SignChartO is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https://signchart4.monigle.net/printbook.php?site_id=rlpj442 4/15 t 'k 16 ENGINEERING STANDARD BLASTED BACKGROUND PANEL TYPE PANEL SQUARE FOOTAGE:38.9 SHOP with RAISED GRAPHICS ONLY THICKNESS VINYL/LAYOUT ROUTING/KNIFE ❑ Standard Wood Grain ■ HDU ❑ 1"Thk ■ Flat Blast,it will have a Stucco look to it ❑ Cedar ❑ 1%"Thk Q �iI �� P H I L A D E L P H I A S I G N III!Redwood Grain ❑ Redwood 2"Thk U ! ` .,—„ ❑ Custom 707 West Spring Garden Street Palmyra,New Jersey 08065 Phone:856.829.1460 19'-11 1/2" Fax:856.829.8549 www.philadelphiasign.Com 9'-11 3/4" 9'-11 3/4" CUSTOMER: 17-0" 2"Thk Sandblasted(HDU) ROCKLAND TRUST I Sign.Background Recessed JOB NUMBER: FaceiSeam 1/4"&Painted To Match "Rockland Blue"PMS 288c RT787.R I (Satin Finish)Border&Returns __ Du $ To Match Background Color SIGN TYPE: o • • SITE SIGNAGE "Banking"Copy To Be Raised 1/4"Above Background& LOCATION: Painted White(Satin Finish) 765 MAIN ST "ROCKLAND"Copy To Be Raised "TRUST I"Copy To Be 1/4" m o 1/4"Diameter x 3 1/2"Long HYANNIS,MA 02601 1/4"Above Background&Painted WS.CUST RT Above Background&Painted m Hanger Bolt Drilled To The White(Satin Finish) Custom Non-Ilium S/F HDU Sandblasted Siqn To Match"Rockland Yellow Gold" Back Of The HDU Sign. DATE: Sign 002-(1)Required PMS 1235c(Satin Finish) (24)Places 02/13/2018 SCALE: 1/2"=1'-0" DRAWN BY: PZV 2^ REVISION: Number. Date: By: Seam To Be Joined 2"Thk Sandblasted 1/4"Diameter x 3 1/2"Long With High Strength (HDU)Sign Hanger Bolt Drilled To The SHEET: END DEPT Wood Epoxy Back Of The HDU Sign. 1 OF 2 (24)Places DWG NUMBER: Drill Hole In Existing Brick B76948 Surface And Fill With ENGINEER SEAL: Silicone Adhesive __ v Copy&Graphics To Be Raised 1/4"Above Background \ 2"Thk Sandblasted(HDU) Sign.Background Recessed ■ 111 1/4"&Painted To Match '\'''�'��� "Rockland Blue"PMS 288c I #10 x 1"LG Flat .040 Thk x 2"x 1'-11 3/4" (Satin Finish) Head Wood Screw Alum Back Of Sign Attached SEAM DETAIL (6 Per Seam) To Back Of Sign At Seam MAXESIGN WIND SPEED 90 MPH PLAN VIEW SECTION 1 3/4"Wide Border To Be EXPOSURE C SCALE:FULL Raised 1/4"Above Background &Painted To Match"Rockland Blue"PMS 288c(Satin Finish) CCRREATED er PSCDNR IS SUBMAL 17TED wx YOUR Note:This sign is intended to be Installed in accordance with the requirements of Returns To Match BEINPERSONAL NALPLANNED I FOR CONJUNCTION er Ps WITH A NOT TO Article 600 of the National Electrical Code and/or other applicable local codes. SECTION BE SHOWN To ANYONE OUTSIDE YOUR This includes proper grounding and bonding of the sign. ORGANIZATION NOR IS 17 TO BE USED,COPIED, Scale:3"=1'-0" REPRODUCED,OR EXHIBITED IN ANY FASHION. 7/17/2017 / Hyannis Print Books Si • ' New C CKL,AND �� �_� o - f x7� P t Site Number: 100787A � r Site Name: f • Hyannis Recommendation Completed: 2017-07-12 ® Approved: Address: 765 Main Street Date Print: 07/17/2017, Hyannis United States - Leased/Owned: u 4 � Gt.�! Q� L d�L for Gr/�c 1. J w d l a� d1 E-z�f, J�� �� J� s `v���•7`S J=—Vf /7� Two �� .n�f' �s 36e.y soIe`s� https:Hsignchart4.monigle.net/printbook.php?site_id=rlpj442 1/15 7/17/2017 Hyannis Print Books OC L. A $aT T'1i Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 j�j��J Address: 765 Main Street Approved: AV City/State: Hyannis United States Date Print: 07/17/2017 Recommendations Report Sign Sign Type Description Action Code Number 001 Custom Custom 10'Pylon with plate letter graphics/externally illuminated Remove and Replace 002 Custom Custom 9 1/2"D'cap height White Horizontal Plate Letters on a wooden backer painted blue. New Externally lit 003 Custom Custom HBH type 7''D'cap height Fullcolor Horizontal Plate Letters.Externally lit New 004 Q1 Hours Plaque(27x18) New 005 J2 4'Non Illuminated Directional(6.6 sq.ft.) New 006 J2 4'Non Illuminated Directional(6.6 sq.ft,) New 007 J2 4'Non Illuminated Directional(6.6 sq.ft.) New 008 N1 6'Canopy Sign(0'-6'h x 3'-4'w)(1.7 sgft.) New 009 L2 Large Wall Mounted Regulatory-(27x18) New 010 P2b. DU Window Hours w/Blue Band New, 011 J2 4'Non Illuminated Directional(6.6 sq.ft.) New 012 Custom Custom White Door Vinyl New SignChart®and Recommendation Book Legal Disclaimer.Certain information and Content in SignChart®is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https://signchart4.monigle.net/printbook.php?site_id=rlpj442 2/15 7/17/2017 Hyannis Print Books ROC`iL�'T- NM Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 ti j j�,,jam, j �1�j,J Address: 765 Main Street Approved: TRUST City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Pro osed Photo a t . Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 001 Sign Number: 001 Letter Height: Existing Sign Type: Pylon Sign Type: Custom Overall Width: 4'-1 5/8 Face Material: Action Code: Remove and Replace Overall Height: 10, Grapchics Materials: Description: Custom 10'Pylon with plate letter graphics/externally illuminated Illuminated: yes High Above Grade: Message A: as shown Face Height: Message B: as shown Face Width: Comments: Provide external ground up lighting(TBD) Illuminated: Restoration Notes: Perform utility locates and verify setbacks prior to fabrication/installation.New electrical work required.Field verify Electrical: available circuits and access prior to fabrication.Restore ground material to base of new sign.See control documents for product specification and master agreement for installation requirements. Sign Comments: SignChart®and Recommendation Book Legal Disclaimer.Certain information and Content in SignChartOO is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https://signchart4.monigle.net/printbook.php?site_id=rlpj442 3/15 7/17/2017 Hyannis Print Books nIC (' A $1 D Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 XNZ-1 j�,�j,,,(1 `1�jJ Address: 765 Main Street Approved: TRUST City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Pro osed Photo ExistingProposed Asset Type: Asset Type: Logo Height: 13 3/8 Sign Number: 002 Sign Number: 002 Letter Height: Existing Sign Type: Plate Letters Sign Type: Custom Overall Width: 21'-4 Face Material: Action Code: New Overall Height: 24" Grapchics Materials: Description: Custom 9 1/2"'D'cap height White Horizontal Plate Letters on a wooden Illuminated: yes High Above Grade: backer painted blue.Externally lit Face Height: Message A: as shown Face Width: Message B: Illuminated: Comments: Background e Electrical: Restoration Notes: Client to verify if existing electrical conduit lines behind sign will be rewired,cleaned out. Sign Comments: SignChart®and Recommendation Book Legal Disclaimer.Certain information and Content in SlgnChart®is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https://signchart4.monigle.net/printbook.php?site_id=rlpj442 4/15 7/17/2017 Hyannis Print Books ROCK LAND Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 ie,ii j� Address: 765 Main Street Approved: City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Pro osed Photo Y iJ, JRaEK MR _ { i i i. Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 003 Sign Number: 003 Letter Height: Existing Sign Type: Sign Type: Custom Overall Width: 7'-7 1/2 Face Material: Action Code: New Overall Height: 10" Grapchics Materials: Description: Custom HBH type 7"'D'cap height Fullcolor Horizontal Plate Letters. Illuminated: yes High Above Grade: Externally lit Face Height: Message A: as shown Face Width: Message B: Illuminated: Comments: Provide external wall mtd lighting.(TBD) Electrical: Restoration Notes: Sign Comments: SignChart®and Recommendation Book Legal Disclaimer.Certain information and Content in SignChart®is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, ; without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the slgn at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https://signchart4.monigle.net/printbook.php?site_id=rlpj442 5/15 7/17/2017 Hyannis Print Books ROCK Aj,•j�N D Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 Address: 765 Main Street Approved: T R U T City/State: Hyannis United States Date Print: 07/17/2017 Exis ting Photo Pro osed Photo � '#., - p+ - n f Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 004 Sign Number: 004 Letter Height: Existing Sign Type: Sign Type: Q1 Overall Width: Face Material: Action Code: New Overall Height: Grapchics Materials: Description: Hours Plaque(2708) Illuminated: no High Above Grade: Message A: TBD Face Height: Message B: Face Width: Comments: Illuminated: Restoration Notes: Verify copy w/client prior to fabrication.See control documents for product specification and master agreement for Electrical: removal Sign Comments: SignChart®and Recommendation Book Legal Disclaimer.Certain information and Content in SignChart®is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, , without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element,The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The Information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https://signchart4.monigle.net/printbook.php?site_id=rlpj442 6/15 l 7/17/2017 Hyannis Print Books O KL /�[1 ND Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 j,J Address: 765 Main Street Approved: T. U' T City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Proposed Photo s t.� p i Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 005 Sign Number: 005 Letter Height: Existing Sign Type: Sign Type: J2 Overall Width: 24" Face Material: Action Code: New Overall Height: 48" Grapchics Materials: Description: 4'Non Illuminated Directional(6.6 sq.ft.) Illuminated: no High Above Grade: Message A: as shown Face Height: Message B: as shown Face Width: Comments: Illuminated: Restoration Notes: Perform utility locates and verify setbacks prior to fabrication/installation.Manufacturer to verify if secondary signage Electrical: branding is permitted with landlord and municipalities prior to fabrication.Restore ground material to base of new sign.See control documents for product specification and master agreement for installation requirements. Sign Comments: SignChartO and Recommendation Book Legal Disclaimer.Certain information and Content in SignChartO is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and N Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, _ without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https:Hsignchart4.monigle.net/printbook.php?site_id=rlpj442 7/15 L 7/17/2017 Hyannis Print Books n V L A STD Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 { j �1� Address: 765 Main Street Approved: U City/State: Hyannis United States Date Print: 07/17/2017 Existinq Photo Pro osed Photo sank Oink Entrance Entrance t/ If Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 006 Sign Number: 006 Letter Height: Existing Sign Type: Sign Type: J2 Overall Width: 24" Face Material: Action Code: New Overall Height: 48" Grapchics Materials: Description: 4'Non Illuminated Directional(6.6 sq.ft.) Illuminated: no High Above Grade: Message A: as shown Face Height: Message B: as shown Face Width: Comments: Verify if client needs copy on both sides of sign because Main St.portion is one way. Illuminated: Restoration Notes: Perform utility locates and verify setbacks prior to fabrication/installation.Manufacturer to verify if secondary signage Electrical: branding is permitted with landlord and municipalities prior to fabrication.Restore ground material to base of new sign.See control documents for product specification and master agreement for installation requirements. Sign Comments: SignChart®and Recommendation Book Legal Disclaimer.Certain information and Content in SignChart®is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and -^ Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. I I https:Hsignchart4.monigle.net/printbook.php?site_id=rlpj442 8/15 7/17/2017 Hyannis Print Books O'" T AT1 Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 j�,�'� jJ. Address: 765 Main Street Approved: SCity/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Pro osed Photo Customer d� Drive-Up Banking& ATM t �s. a F Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 007 Sign Number: 007 Letter Height: Existing Sign Type: Sign Type: J2 Overall Width: 24" Face Material: Action Code: New Overall Height: 48" Grapchics Materials: Description: 4'Non Illuminated Directional(6.6 sq.ft.) Illuminated: no High Above Grade: Message A: as shown Face Height: Message B: as shown Face Width: Comments: Illuminated: Restoration Notes: Perform utility locates and verify setbacks prior to fabrication/installation.Manufacturer to verify if secondary signage Electrical: branding is permitted with landlord and municipalities prior to fabrication.Restore ground material to base of new sign.See control documents for product specification and master agreement for installation requirements. Sign Comments: SignChart®and Recommendation Hook Legal Disclaimer.Certain information and Content in SignChart®is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the P 9 9 Y Y 9 P PP 9 information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not Intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https://signchart4.monigle.net/printbook.php?site_id=rlpj442 9/15 7/17/2017 Hyannis Print Books 'jam j' CK AND Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 Address: 765 Main Street Approved: City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Pro osed Photo Y&I wood Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 008 Sign Number: 008 Letter Height: Existing Sign Type: Sign Type: N1 Overall Width: Face Material: Action Code: New Overall Height: Grapchics Materials: Description: 6"Canopy Sign(0'-6"h x 3'4"w)(1.7 sqft.) Illuminated: no High Above Grade: Message A: TBD Face Height: Message B: Face Width: Comments: Illuminated: Restoration Notes: Measure and verify clearance height prior to fabrication-deduct 2"from actual height for sign copy.See control Electrical: documents for product specification and master agreement for installation requirements. Sign Comments: SignChart®and Recommendation Book Legal Disclaimer.Certain information and Content in SignChartO is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and - Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, .. � without previous authorization from Monigle Associates and their clients.The Information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK, i https:Hsignchart4.monigle.net/printbook.php?site_id=rlpj442 10/15 7/17/2017 Hyannis Print Books J�OCK D Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 �j j,,t"� Address: 765 Main Street Approved: TRUST City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Pro osed Photo z u k:. „„yopilR. Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 009 Sign Number: 009 Letter Height: Existing Sign Type: Sign Type: L2 Overall Width: Face Material: Action Code: New Overall Height: Grapchics Materials: Description: Large Wall Mounted Regulatory-(27x18) Illuminated: no High Above Grade: Message A: TBD Face Height: Message B: Face Width: Comments: Verify final lane designatieons:ATM etc.. illuminated: Restoration Notes: Verify copy w/client prior to fabrication Fabricator to verify if secondary copy is required on sign face(i.e.legal,towing, Electrical: city ordinances or code information.)See control documents for product specification and master agreement for removal Sign Comments: _ S1gnChart®and Recommendation Book Legal Disclaimer.Certain information and Content in SignChart®is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, ; without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https:gsignchart4.monigle.net/printbook.php?site_id=rlpj442 11,/15 7/17/2017 Hyannis Print Books OCL A[� D Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 `j Address: 765 Main Street Approved: "U City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Proposed Photo k, s' Wye. It lift N n f n. Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 010 Sign Number: 010 Letter Height: Existing Sign Type: Sign Type: P2b Overall Width: _ Face Material: Action Code: New Overall Height: Grapchics Materials: Description: DU Window Hours w/Blue Band Illuminated: no High Above Grade: Message A: TBD Face Height: Message B: Face Width: Comments: Illuminated: Restoration Notes: Client to verify location hours/copy prior to fabrication.Clean glass of all residue. Electrical: Sign Comments: SlgnChart®and Recommendation Book Legal Disclaimer.Certain information and Content in SignChart®is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https:Hsignchart4.monigle.net/printbook.php?site_id=rlpj442 12/15 7/17/2017 I Hyannis Print Books -PICKY i� D Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 \J j,,I1 Address: 765 Main Street Approved: TRUST City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Pro osed Photo 7 e 4.1bk Nw -- I Drive-Up Ell s Banking ATM customer - •� t^ Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 011 Sign Number: 011 Letter Height: Existing Sign Type: Sign Type: J2 Overall Width: 24" Face Material: Action Code: New Overall Height: 48" Grapchics Materials: Description: 4'Non Illuminated Directional(6.6 sq.ft.) Illuminated: no High Above Grade: Message A: as shown Face Height: Message B: as shown Face Width: Comments: Illuminated: Restoration Notes: Perform utility locates and verify setbacks prior to fabrication/installation.Manufacturer to verify if secondary signage Electrical: branding is permitted with landlord and municipalities prior to fabrication.Restore ground material to base of new sign.See control documents for product specification and master agreement for installation requirements. Sign Comments: SignChart®and Recommendation Book Legal Disclaimer.Certain information and Content in SignChart®is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https://signehart4.monigle.net/printbook.php?site_id=rlpj442 13/15 7/17/2017 Hyannis Print Books OC L /� ND Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 1'J j� !l Address: 765 Main Street Approved: TRUST City/State: Hyannis United States Date Print: 07/17/2017 Existing Photo Proposed Photo ;7- �7 ,.` #"Yee.� ,�sy„_.ac ..•—+.+- -�« F.c r _if' i e . Existing Proposed Asset Type: Asset Type: Logo Height: Sign Number: 012 Sign Number: 012 Letter Height: Existing Sign Type: Sign Type: Custom Overall Width: 101, Face Material: Action Code: New Overall Height: 8.25" Grapchics Materials: Description: Custom White Door Vinyl Illuminated: no High Above Grade: _ Message A: TBD Face Height: Message B: Face Width: Comments: Copy in myriad pro typeface.Artwork to be provided by the designer. Illuminated: Restoration Notes: Client to verify location hours/copy prior to fabrication.Clean glass of all residue. Electrical: Sign Comments: SignChart®and Recommendation Book Legal Disclaimer.Certain information and Content in SignChart@ is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were created, . without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown,in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. hftps:Hsignchart4.monigle.net/printbook.php?site_id=rlpj442 14/15 7/17/2017 Hyannis Print Books j� 7rT.AND Site Number: 00787A Site Name: Hyannis Recommendation Completed: 2017-07-12 � J j\„L Address: 765 Main Street Approved: T ' .T City/State: Hyannis United States Date Print: 07/17/2017Militia ' APRIL 2017 AE SITE PLAN FILE Site Number: 000787A _ vily vlop 01 Ell S. + O Y �x ' Y �.r art' i � .`�� ..e�"'• j s' E03-04 t, ¢` '02 V%, r Rya /sn $�g may.., ,.s }• eke - a'm 3 _ '4 1frt - 1. - . 41 , "n .. a y d.. "' .,N'"f�&. S.n•. l `R"0Yt8CA refte f '".. ati .++tl, � 3 Gej*r tlt,'�t�8t1r115 � � st�i'"" 5 •fie�w�`ee: ,c5.:$F"w' , ,a - "� ' or element being proposea can be permittea,approves by the landlora It applicable and will worK/tlt in the Intenaea location.Sign venaor Is to verity ail dimensions,tit,electrical,servicing,mounting conartions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2017 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. hftps:Hsignchart4.monigle.net/printbook.php?site_id=rlpj442 15/15 r UKLArchitects March 5, 2018 Mr. Jeffery Lauzon Local Building Inspector Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 ZE Ze Re: Rockland Trust Na -" 03 765 Main Street o Hyannis, MA 02601 Dear Mr. Lauzon: rn I Gerald F. Blake (Reg. No. 20724) certify to the best of my knowledge, that all rough framing construction for building permit No. B-17-4043 has been completed as per approved plans from Town of Barnstable and in accordance with all applicable building codes. Yours Very T ly, G rald, F Blake, AIA DA �{ cj '0. 724 ITS, cQ. Cn��sr�eA P D FA A',}:y J e •' kid tii�i 3�a�� (seal) V E I TA Slou V E A TA S engineers Innovative Structural Engineering Rimas M. Veitas, P.E. Linas J. Dabrila, P.E. Jack A. Wood, P.E. Robert A. Guay, P.E. March 28, 2018 Mr. Jeffery Lauzon Local Building Inspector Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 - Re: Rockland Trust 765 Main Street Hyannis, MA i Dear Mr. Lauzon: I, Rimantas M. Veitas (MA Registration Number 34028) certify to the best of my knowledge,that all rough framing construction for Building Permit No. B-17-4043 has been completed as per approved plans from Town of Barnstable and.in accordance with all applicable building codes. Sincerely, Veitas &Veitas En ineers, Inc. IOF �H Mgss O RIMANTAS G Rimantas M. Veit.a , E.- VEITAS N � o STRUCTURAL v No. 34028 DIAL Structural Engineering ® Building Science ® Structural Inspections ® Design/Build Veitas and Veitas Engineers,Inc: 639 Granite Street 0 Braintree, MA 02184 0 T: 781-843-2863 0 F: 781-849-2065 www.veitas.co'm Town of Barnstable, MA Page 1 of 1 Town of Barnstable,MA Wednesday,March 27,2078 Chapter 240. Zoning Article VII. Sign Regulations § 240-75. Directional or safety signs. In addition to other allowable signs, directional, warning or traffic signs necessary for the safety and direction of residents, employees, customers and visitors may be allowed as follows: A. Such signs shall not exceed one square foot.in area, nor be more than three feet high. B. No more than four such signs will be allowed per site. C. The Building Commissioner may grant exceptions from the provisions of this subsection on a case-by-case basis if he finds that the site requires more or, larger or higher directional or safety signs, and that such signs will not conflict with the visual quality and character of the area nor lead to cl tter or confusion. r' p N Amy https://www.ecode360.com/print/BA2043?guid=6559799 3/21/2018 . Town of Barnstable Building Post,-This Card So That it.is 1/isible From"the Streeta„A ,proved"Plans,Must be.Retained on Job and this..Card_Mus#be..Ke, t, , . , bPosted Until=Final Inspection Has Been Made RE x n Permit Where a Certificate of Occupancy is Required,such Build ng shaI Not be Occupied until a=Final inspection has been made Permit No. B-18-510 Applicant Name: Approvals Date issued: 02/20/2018 Current Use: Structure Permit Type: Building-Sign Expiration Date: 08/20/2018 Foundation: Location: 765 MAIN STREET(HYANNIS), HYANNIS Map/Lot 290-098 Zoning District: SPLIT Sheathing: .� 7,5 Owner on Record: ROCKLAND TRUST COMPANY Contractor Name: Framing: 1 00 C Address: 288 UNION STREET ontractor=license, 2 r Est-Project Cost: $0.00ROCKLAND, MA 02370 Chimney : Description: TEMP SIGN FOR ROCKLAND TRUST 72"X36" Permit Fee: $50.00 HUNG ON CONSTRUCTION FENCE FROM MARCH 1ST201&=MAY Insulation: 176'e Paid $50.00 31,2018 t Date �. 2/20/2018 Final: Project Review Req: ;;s g Plumbin /Gas Rough Plumbing: Zoning Enforcement Officer g �. Final Plumbing: r` This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved appl cation and the approved construction documents for which this permit has been granted. g All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning,y laws and codes. Final Gas: b" W, , This permit shall be displayed in a location clearly visible from access street or roadand shall be maintained open for public inspection for the entire duration of the work until the completion of the same. `� s' s .g - Electrical f The Certificate of Occupancy will not be issued until all applicable sign Lures by the Building and Fire Officials areprovided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: ' 1.Foundation or Footing _ Rough: 2.Sheathing Inspection w" 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 Low Voltage Final: 7.Final Inspection before Occupancy 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 I� Town of Barnstable _1 b E �� oE1HE r Building Department gyp' tio Brian Florence, CBO Building CommissionerSTAB BARNSTABLE MASS.LE* sA MA�. •' SANS�kIFLSFSUS[M1�LL[mYfU'i BiVifABIF s6sq. `0�B 200 Main Street, Hyannis, MA 02601 l, AtFD NIP' A www.town.barnsta6le.maxs 1638_2o Office: 508-862-4038 Fax: 508-790-6230 Temporary Sign Permit Application/Registration Applicant - Map & Parcel CO m Telephone Number 1°l � 33 ',��S Email G k-t j I4�`(° �L,�u�J�yQ'�' M%4j So Type of sign Number of signs 0MIP� Dimensions of sign Z X,J Zoning District • Install date-M P4 CV\ 10 ?J� 1 V Removal Date Sign Location -�, A t\l1 Street address Hcw� - O 'N +A\r, -T—ie NQDrLaCL-tA C,4Sfi2 VC'+1�®iv Additional Location List attached ❑ „� O~ O 1 CD Sign Text/Event rpj 7 Annual event application ❑ lie, S 4-0 cY'n Gn�fS uT l b`r' Xl 0 0 Coming Soon: POCKLAND TRUST SIMID113191t B A N K I'mLibearef Slam Owkion,MA 02301 500-500-0394 Where Each Relationship Matters' utE3 fifffalutiowiT scolICI-Iment atecaeer lam.1achhupt FDIC Jan*Mooney 4--------------------------- --------- ------ SCA%E IK% SHEET 01 of 01 DRLArchitects March 5, 2018 Mr. Jeffery Lauzon Local Building Inspector Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601. " � Re: Rockland Trust 765 Main Street Hyannis, MA 02601 Dear Mr. Lauzon: I Gerald F. Blake (Reg. No. 20724) certify to the best of my knowledge,that all rough framing construction for building permit No. B-17-4043 has been completed as per approved plans from Town of Barnstable and in accordance with all applicable building codes. Yours Very Truly, ftn a' 0 o zM Ger Id, F Blake,AIA NO cn D ARP . N a� ��ca ®�RA�C�S' P�,�' � rn N10.20724 ROCKLAND MASS. (seal) 91 •uth Main St, Building B,Suite 201Mansfield, MA02048 781-331-8541 FAX: 508-339-6602 www.driarchitects.com INTERIORDESIGN i _ 4 ' Initial Construction Control Document. u W To be submitted with the building permit application by a lo Registered Design Professional a for work per the 81h edition of the O,,M Ste Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Proposed Additions and Alterations Date: 11.17.17 Property Address: 765 Main street Hyannis,MA 02601 Project: Check(x) one or both as applicable: x New construction x Existing Construction Project description: Additions and Alterations of office building I Gerald F.Blake MA Registration Number: 20724 Expiration date: 8.31.18 , 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: for the above named project and that to the best of my knowledge,information;and belief 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. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. 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 �g��ED ARC, signature and seal: �w� F�AAI 0 0.2072 3 OCK D S. J gl�jy 0 i►SSP Phone number: 781-331-8541 Email:jblake@drlarchitects.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. Version 06 11 2013 y Initial Construction Control Document t I To be submitted with the building permit application by a Registered Design Professional for work per the 8t" edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Proposed Additions and Alterations Date: 11.17.17 Property Address: 765 Main Street Hyannis,MA 02601 Project: Check(x) one or both as applicable: X New construction X Existing Construction Project description: Additions and Alterations of office building. I, Rimantas M. Veitas,MA Registration Number: 34028 Expiration date: 6/30/18, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning' Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief 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. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. 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 �P�tN gSi49 R1hfA AS °y VErr u> STRUCTURAL ° 0.34028., y a�FarsTE . . FS N Phone number 781-843-2863 Email: rimas@veitas.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. Version 06 11 2013 f Initial Construction Control Document To be submitted at completion of construction by a Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Rockland Trust Date:11.17.2017 Permit No. Property Address: 765 Main Street,Hyannis MA Project: Check one or both as applicable: New.construction Existing Construction` Project description: I Raymond Dusseault III MA Registration Number:40709 Expiration date: 06.30.2019 ,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 Architectural Structural Structural Fire Protection X Electrical Other: r 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: �����twirttt►tr,�,f RAWONa VII: DU&SDULT III a _ELECTRICAL • 1 No.40709 Phone number: 401.765.7659 Email: du exult@edesignservice.com Building Official.Use Only Building Official Name: Permit No.: Date: Note 1. Indicate with an Y project design plans,computations and specifications that you prepared or directly supervised.If'other' is chosen.. provide a description. Initial Construction Control D� ocument To be submitted at completion of construction by a Registered Design Professional .�� for work per the 81h edition.of the Y•v` Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Rockland Trust Date:11.17.2017 Permit No. Property Address: 765 Main Street,Hyannis MA Project: Check one or both as applicable: New construction Existing Construction Project description: { I William T.Mayer III MA Registration Number: 46021 Expiration date: 06.30.2019 , 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 Architectural Structural X 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 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. Enter in the space to the right a"wet"or ^� electronic signature and seal: O 1>�JlUJNAT. MArER 81 � 3 AL V Phone number: 401.765,7659 Email: win yer@edesign ervice.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 prepaied or directly supervised. If`other'is chosen; provide a description. Initial Construction Control Document N To be submitted at completion of construction by a ' Registered Design Professional for work per the 8`h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Rockland Trust Date:11.1.7.2017 Permit No. Property Address: 765 Main Street, Hyannis MA Project: Check one or both as applicable: New construction Existing Construction Project description: I Glen G. Markey MA Registration Number: 41542 Expiration date: 06.30.2019 , am a f•egistered 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 Plumbing 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 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 ®p electronic signature and seal: ��,�H 0f M4' 9cd� ® GLEN G.. �, MARKEY s MECHANICAL `n� No.41542 ADO FG/STEa�G�a<c�Q� SS�oNA� Phone number: 401.765.7659 Email:ginarkey@edesignservice.com Building Official Use Only Building Official Name: Permit No.: _ bate: 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. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): UCI Builders LLC Address: 11 Industrial Way Suite A2 City/State/Zip: Salem NH 03079 Phone#: 1603-881-3326 Are you an employer?Check the appropriate box: Type of project(required):. 1. ✓ I am a employer with 3 4. I am a general contractor and I 6: New construction employees(full and/or part-time).* have hired the sub-contractors 2. I am a sole proprietor or partner- listed on the attached sheet. 7. ✓ Remodeling ship and have no employees These sub-contractors have 8. ✓ Demolition working for me in any capacity. employees and have workers' insurance.$ 9. Building addition [No workers comp.comp. insurance p• required.] 5. We are a corporation and its 10. Electrical repairs 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: Associated Employers Insurance Company wcc-500-5016150-2017A 7/1/2018 Policy#or Self-ins.Lic:#: Expiration Date: Job Site Address: 765 Main Street City/State/Zip: Hyannis Ma 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. I do hereby cert' under the pa s n penalties of perjury that the information provided above is true and correct. Signature: Date: 11/15/2017 Phone#: Cell - 17-833-7850 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#: 1 UCIBUIL-01 SAUGER ACORO" CERTIFICATE OF LIABILITY INSURANCE U 11 06/2017Y) 11/06/2017 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). PRODUCER - NONTACT Rogers&Gray Insurance Agency,Inc. PHONE FAX 434 Rte 134 (A/C,No,EXt): (A/C,No):(877)816-2166 South Dennis,MA 02660 AUU IL s.mail@rogersgray.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Employers Mutual CasualtV Company 21415 INSURED INSURERB:ASsoclated Employers Insurance Company 11104 UCI Builders LLC INSURER C:Selective Insurance Company of America 12572 11 Industrial Way Ste A2 INSURER D: Salem,NH 03079 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: 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 TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LT IN SD WVD MM/DD MID A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR 5D4969918 07/01/2017 07/01/2018 DAMAGE TO RENTED 100,000 RE I E Ea occurrence $ MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 M'OTHER: L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 2,000,000 POLICY�JEST LOC PRODUCTS-COMP/OPAGG $ 2,000,000 I I $ A AUTOMOBILE LIABILITY CEOMaBINdEeD SINGLE LIMIT $ 1,000,000 ANY AUTO SB4969918 07/01/2017 07/01/2018 BODILY INJURY iPerperson) $ OWNED X SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ X HIRED X NON-AWNED PROPERTY AMAGE AUTOS ONLY AUTOS ONLY Per accident $ A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 10,000,000 EXCESS LIAB CLAIMS-MADE 5J4969918 07/01/2017 07/01/2018 AGGREGATE $ 10,000,000 DED I X I RETENTION$ 10,000 B WORKERS COMPENSATION X STRT T EOT RH AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ CC-500-5016150-2017A 07/01I2017 07101/2018 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under - 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ C Crime-3rd Party B 6055354 07/01/2017 07/01/2018 Limit 200,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Job Location:765 Main Street Hyannis Ma CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Hyannis THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN y ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main St Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE 7 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD i Massachusetts Department of Public Safety k Board of Building Regulations and Standards 'License: CS-030308 47 Construction Supervisor (tr GREGORY A KNIGHT 20 TURNER RD s3 ROCKLAND MA 023?0 r Expiration:' ��x Commissioner 04/06/2018 eDEP - MassDEP's OnlineFiling System Page 1 of 1 MassDEP Home i Contact i Privacy Policy MassDEP's Online Filing System Username:GREGKNIGHT Nickname:GAK My eDEP I Forms c* My Profile o Help I Notifications Transaction Overview Trans#971911 ID#100276674 AQ 06-Construction/Demolition Notification Forms Signature Payment Submit Payment print Exit , Payment Confirmation Thank you.Your payment has been received. Note:Payment received after 3:30pm will not be posted until the next business day. MassDEP Home Contact I Privacy Policy MassDEP's Online Filing System ver.14.1.11.0©2017 MassDEP https:Hedep.dep.mass.gov/Pages/Payment/PaymentConfirmation.aspx 11/17/2017 Y ff� ff UCI . BUILDERS 11 Industrial Way,Suite A2 Salem,NH 03079 617-390-8635 November 22, 2017 To whom it may concern, Gregory Knight is an employee of UCI Builder, LLC. He is an Estimator/Project Manager. If you have any questions please do not hesitate to call. Very Truly Yours, UCI Builders LLC. Sandra M Gelinas 111 "E'� � LB7STANBLE Town of Barnstable � ; 1639.101d MASIL' Regulatory Services ' ra Richard V. Scali,Director Building Division Paul Roma Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.maxs June 6, 2017 Rockland Trust c/o Mr.Matthew Eddy,P.E. Baxter Nye Engineering& Surveying 78 North Street Hyannis, MA 02601 o RE: Site Plan Review#029-17 Rockland Trust—Regulatory Agreement �765 Main Street,Hyannis? Map 290,Parcel 098 Proposal: Minor exterior modifications of the existing bank building and full interior renovation for a new Rockland Trust Bank. Site improvements for the existing building will include modifying the parking for 48 vehicles, improvement of vehicular circulation around the site,improvements to drainage and storm water management,the addition of new fire sprinkler servicing and new landscaping. Dear Mr.Eddy: Please be advised that the above proposal was found to be approvable at the formal site plan review meeting held April 20,2017 subject to the following conditions: • Approval is based upon and must be substantially constructed in accordance with plans entitled"Rockland Trust Site Development Plans", 12 Sheets; and"Storm water Management Report"dated April 7, 2017,prepared for Rockland Trust by Baxter Nye Engineering& Surveying,Hyannis; elevation and floor plans entitled"Proposed Renovations—765.Main Street,Hyannis, MA"dated 4/4/17,prepared by DRL Architects PC for Rockland Trust. f; • The granting of Regulatory Agreement waivers will be required. Cs • Hans Keij ser,Hyannis Water Department,has recommended that the existing old 1" domestic water line be replaced at the same time as the installation of the new fire service line. • Coordination with the DPW Road Program regarding timing of the opening of the road will be necessary. Work in the road layout will require a road opening permit from DPW. Contact: Amanda Ruggiero,Assistant Town Engineer 508-790-6400. • Consultation with Hyannis FD will be required for location of FDC. • Applicant must obtain all other applicable permits, licenses and approvals required. p6n eomp etion-of allwork,a registered engineer or land surveyor-shall submit a letter of certification,made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan (Zoning Section 240- 105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plan will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator CC: Paul Roma,.Building.CommissionerI Hyannis FD Planning Board Health Department DPW Town of Barnstable Regulatory Services g rY Richard Scali, Director 9. Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Gail Hanley, Clerk Cape Cod Commission P.O. Box 226 , Barnstable, MA 02630 a r� InA Re: Jurisdictional Determination for Hyannis Regulatory Agreement Rockland Trust Company,1,765 Main Street, Hyannis, MA 02601 m w ►� Dear Ms. Hanley: I am writing pursuant to Cape Cod Commission Regulations, Chapter D,,Development Agreement Regulations Governing the provisions for Development Agreements, Barnstable County Ordinance 92-1, as amended through July 19, 2005, Section 6(b), and Chapter 168 of the Barnstable Code. This letter is to inform you that the town has received a request for a regulatory agreement for the property located at 765 Main Street, Hyannis, Massachusetts. The proposal is to request to allow a bank, not an allowed use in the OM District. A copy of the Regulatory Agreement Application is enclosed for your files. I have determined that the proposed development is not a Development of Regional Impact at this time for the following reasons: The proposed development does not meet or exceed one or more of the Cape Cod Commission mandatory thresholds for review as a Development of Regional Impact as set forth in the Cape Cod Commission Enabling Regulations, Chapter A, Section 3. 4 The proposed development is located in the Hyannis Growth Incentive Zone (GIZ) as approved by the Cape Cod Commission by decision dated April 6, 2006, and the proposed, development is included within the area authorized by Barnstable County'Ordinance 2006- 06 establishing a cumulative development threshold within the GIZ, under which this development may proceed. , i In addition the project does not meet or exceed the DRI Thresholds established under p � u de Condition#G9 of the Cape Cod Commission Decision authorizing the Downtown Hyannis Growth Incentive Zone, dated April 6, 2006, as follows: 1. The project is not an addition or expansion associated with the Cape Cod Hospital; 2. The project is not a proposed demolition or substantial alteration of an historic structure or destruction or substantial alteration to an historic or archaeological site listed with the National Register of Historic Places or Massachusetts Register of Historic Places, outside a municipal historic district or outside the Old King's Highway Regional Historic District; 3. The project does not provide facilities for transportation to or from Barnstable County, including but not limited to ferry, bus, rail,trucking terminals, transfer stations, air transportation and/or accessory uses, parking or storage facilities, and any auxiliary or accessory uses are not greater than 10,000 s.f. of Gross Floor Area or 40,000 s.f. of outdoor area; and 4. As represented by the applicant, the project does not require and Environmental Impact Report under MEPA. Please contact me if you have any questions regarding this matter. Sincerely, �j po�� Paul Roma Building Inspector J 1\ �r NEGATIVE DETERMINATION WHEREAS, the Cape Cod Commission has reviewed the project at 765 Main Street, Hyannis, Massachusetts by the Applicant, Rockland Trust Company, which is requesting a Regulatory Agreement by the Town Council for the Town of Barnstable; WHEREAS,the Project is in the Office/Multi-Family Dwelling District of the Growth Incentive Zone as adopted by the Barnstable County Ordinance 2006-06; and WHEREAS,the thresholds under said ordinance have yet to be met, THEREFORE, it is determined that this project is not subject to the jurisdiction of the Cape Cod Commission and as such a negative determination is rendered on said Project. Cape Cod Commission By Its' Authorized Representative wea. Town of Barnstable Planning Board Application for a.Regulatory Agreement (Attach additional sheets if necessary) A regulatory agreement is a,contract between the applicant and the Town of Barnstable, under which the applicant may _agree to contribute public capital facilities to serve the proposed development and the municipality or both, to build fair affordable housing,. to dedicate or reserve land for open-space community . facilities or recreational use, or to contribute funds for any of these purposes. The regulat6ry,agreement shall establish the permitted uses, densities, and traffic within the development, the duration of the`agreement, and any other terms or conditions mutually agreed upon between the applicant and the Town. A regulatory agreement shall vest land use development rights in the property for the duration of the agreement, and such rights shall not be subject to subsequent changes in local development ordinances: For office use only: RA# The undersigned hereby applies to the Planning Board of the:Town of Barnstable fora Regulatory Agreement, in the manner and for the reasons set forth below: 1. Applicant Name: Rockland Trust Com an 'Phone: Go 508-778-0303. Applicant Address*&Law Office of David V. Lawler, 540_Main St.,Suite 8.,Hyannis. MA 02601' Applicant Email Address: c/o dlawler_atty verizon.net: --------------- 2. Project Name: Rockland Trust Company Property Location: 765 Main.Street Hyannis.,MA 02601 If applicant differs from owner,state.nature of interest:5 The applicant is the Purchase rµurider an executed, purchase and sales agreement_,(see attached)_. 1 .......... .. __.....r ........ .... 3. Owner(s)of Record. Provide the following information'tot all involved parcels(attach additional sheets.if necessary): Owners. Land.Ct. lot& Registry of Deeds #Years Map/Parcel_,.,, Name Certif. of Title# Plan Book/Page# _Owned 290/098 Hyannis Rotary,LLC__ 307/74 26821/142 4 Page 1 ° The Applicant Name will be the entity in whose name the'Regulatory Agreement will'be executed. s If the applicant differs.from owner,the applicant is required to submit one original notarized letter authorizing the application,a.copy of an executed purchase&sales agreement or lease,or other documents to.proye standing and interest in the:property: Owners Contact information(if different from applicant) Name Address Phone number Email Hyannis Rotary,:LLC 500 Clark Rd.,Tewksbury, MA:01876 John Matthews 9781-618-6685 rms9119@cs.com 4. List all Zoning District(s)within which the property is located:—OM 5. Is this project located within the Groundwater.Protection Overlay District?"Yes[ ] No j X] AP District 6. Is this project located within the Hyannis Main Street Waterfront Historic District? 'Yes[X,] No[ .] 7. Does this project involve the demolition or alteration of a building or structure,or any,portion of any building or structure, that is over 75 years old? Yes[X) No[ ]' 8. Is this proposal subject to the jurisdiction of the Conservation Commission? Yes( ] No[X lq 9. Is this proposal subject to the jurisdiction of the'Board,of Health? Yes[ ] No[X] 10. Is the Cape Cod Commission a party to the proposed Regulatory Agreement? Yes[ ] No[X] 11. Total land area subject to the Regulatory Agreement: .1.25 acres..+/- Total land area upland: 1.25_acres+/- _._Total land area wetland: _,._-,_ 0 12. Total estimated cost of construction:__,__„__ unknown 13. Existing Development—Describe existing buildings including number of buildings, Gross Floor Area of each building, height of each building and uses in each building(include Gross Floor:Area of each use): The structure was originally built in 1941 and consists of two stories brick first below grade second floor ground level on front side of building, structure was a bank from at least 1976 up until past the year 2000 14. Existing Residential Uses Provide existing density(units per acre), number of total residential units, number of market rate units, number of affordable units counted in the Town's DHCD inventory, and"number of workforce units deed restricted together with the number of bedrooms contained in each unit(also identified by market, affordable and workforce), and a description of which building said units are located(if more than one residential building exists,on site): NIA 15. General Description of proposed agreement: See Attachment Proposed Level of Development-Number of.Buildings: 0 Proposed Use(s): Bank and bank offices Height of Proposed Uses: _Same two stories Density of Proposed Uses; Bank and bank offices I 16:' List all zoning relief sought under the regulatory agreement, including,a reference to each section of the zoning ordinance under which the applicant seeks relief. (Note: This information.will form the basis of the legal i advertisement for public hearings on this application and should include all relief that_may be required to construct the project.. Failure to list all required relief may result in an inability to approve the application and may result in the need to re-advertise the public hearing(s)on the application.): V§19,front parking set back, side/rearparking:set back, interior parking,lot, landscaping_.__ 17. List all relief sought from general ordinances, rules and/or regulations of the Town of Barnstable, including a reference to each section under which the applicant seeks relief(Note: This information may form the basis of the legal advertisement for public hearings on this application and should include all relief that�ti be required to construct the project. Failure to list all required relief may result in an inability to approve the application and may result in the need to re-advertise the public hearing(s)on the application.). Historic Chapter 112 Article 1. Preservation of historic.structures,partial:renovation of a structure.greater than 75 years old. 18. List the state and/or Federal Agencies from which permits;°:fund ing; or other actions have beentwill be. sought: Not applicable 19. Proposed duration of the.Regulatory Agreement(Note: By`law,the agreement cannot exceed 10 years. The duration of the agreement limits the amount.of time during which the applicant may seek to obtain development permits to.construct the development. All conditions and terms of an executed agreement are on- going obligations of the parties that shall be honored in perpetuity once the applicant exercises development rights under the Regulatory Agreement): 10 years 20. A description of the public facilities and infrastructure to service the development, including whom shall provide such facilities and infrastructure, the date any new facilities will be constructed, a schedule and a commitment by the party providing.such facilities and infrastructure to ensure public facilities adequate to serve the development are available concurrent.with he impacts of the development: None 21.-A description.of any reservation or dedication of land for public purposes: Not applicable i 22. Description of Construction Activity(if applicable), including any demolition,alteration or rehabilitation of existing buildings and a description of building(s)to be demolished,altered or rehabilitated: See attached site plan and_one architectural rendering for refurbishment of entire_building into a modem bank facility and_addition_of stand alone ATM. See also attachment re questions 15. Attach additional sheet if necessary 4 , i Submission Requirements: The following information must be submitted with the application at the time of filing,failure to do so may result in a denial of your request. Plan Submissions:All plans submitted with an application shall comply with the requirements of Section 240- 102 of the Zoning Ordinance. In addition,the following shall be provided: • Three(3)copies of the completed application form, each with original signatures. • Three(3)copies of a'wet sealed'certified property survey(plot plan)and three(3)reduced copies(8 1/2"x 11"or 11"x 17")showing the dimensions of the land, all wetlands,water bodies, surrounding roadways and the location of the existing improvements onthe land. • Four(4)copies of a proposed site improvement plan and building elevations and layout as.may be required plus three(3) reduced copies(8 1/2"x 11"or 11"x 17")of each drawing. These plans must show the exact location of all proposed improvements and alterations.on the land and to.the structures. In addition, "pdf"electronic copies of all plans and materials are requested as well as all an electronic file of all plans(format AutoCad.dwg,AutoCad.dxo. Electronic and pdf s can,be submitted by disk:or e-mailed to karen.herrand@town.banstable.ma.us.- issions: • Review Fee(s)payable by certified check to the Town of Barnstable. • Deed(s)or Purchase and Sale Agreement(s)for all involved parcels. • Proof of filing of a Project Notification Form with the Massachusetts Historical Commission if the project is located outside of the Hyannis Main,Street Waterfront Historic District. Other: The applicant may submit addition pp rting documents s ist the Board in making its determination. All supporting docume must a submitted ei da prior to the public hearing for. distribution to the Board. Signature: Date: r' l plican/St., resentat' 's S' re Print Name David r Representative'ss 540 M Ite H annis MA 02601 Phone: 508-778-0303 Address: Fax No.: 508-778-4600 Representative's E-Mail Address: dllier.atty@verizon net e Note:. All correspondence on this application will be processed through the Representative named at that address and phone number provided. Except for Attorneys,if the Representative differs from the Applicant/Owner,a letter authorizing the Representative to act on behalf of the Applicant/Owner shall be required.` I , , TOWN OF BARNSTABLE APPLICATION FOR REGULATORY AGREEMENT ATTACHMENT (765 Main Street) Question#15 4 ; The Applicant seeks a Regulatory Agreement for use of an existing structure at 765 Main Street,Hyannis. The Regulatory Agreement being sought is for use, front parking set back, side/rear parking set back, and interior parking lot landscaping,all under. .Office/Multi-Family District 240-24.1.4 OM' The Application has been sponsored by Councilor Jennifer C.Cullen who is the Councilor for the West end of Hyannis(Precinct 13),which Precinct includes 765 Main Street. The'present location at 765 Main Street,Hyannis,.MA is a former bank which was operated as a bank from 1976 until it ceased operation sometime after the.year 2000.`The building has essentially remained vacant since ceasing.operations as a bank. The vacancy of the building has caused it to deteriorate and the back area of the property has been regularly utilized as a homelesscamp and is believed to have been used for illegal drug.use. Although the-property had been a bank for many decades,it had ceased being a bank for at leastthree.(3)years,thus losing its pre-existing non-conforming status in the Offices/Multi-Family District which is what necessitates the filing of this Regulatory,Agreement: The requested'relief.being sought under Section 240-24.16 OM (Office/Multi- Family District) is T' (1)Use e r (2)Front parking,set back*+, - (3)Side/Rear parking setback*. (4)Interior Parking lot;landscaping*' (*indicates that the proposed dimensions do not meetpresent dimensional " requirements under Zoning.,.However,the proposed°dimensional requirements are: more"conforming than.what presently exists on the site.) In.addition to renovating the entire interior of the building,the Applicant is, proposing to modify.the exterior of the structure including relocating the n handicapped ramp and various activities at the rear of,the structure.':Due to these i minor modifications the Applicant seeks waivers under Chapter 112, Article 1- (Preservation of Historic Structures)since the building is greater than 75 years of age.The Applicant suggests that the proposed change will have no significant impact on the historic nature of the building,should the building be deemed of historic significance,which the Applicant contends it is not. The Applicant suggests that the proposed project has numerous benefits to: the local neighborhood and Town.These benefits include but are not necessarily limited to,reclamation-of a abandoned structure which is anticipated to resolve the multiple social issues associated with the property; reconfigure parking,; at present, the property has ten(10)parking spaces which back out directly onto Main Street and the West End Rotary;installation of a sidewalk; re-configure the site to have a safer and.sophisticated traffic plan with three (3)curb cuts;renovating the building and lot to make it more.compliant with Zoning and the Building Code; and significant upgrades of the overall lot and landscaping with the inclusion of an enhanced storm water drainage system. Applicant, y its A ey $ S- David V awler 540 in St.,S e 8 Hya his,MA 0 601 (5 8) 778-0303 awler.atty@verizon.net P-I l mot , Sign .� TOWN OF BARNSTABLE Permit MASS. 6 i r 9�prF 339. A� Permit Number: Application Ref: 201102616 20070597 Issue Date: 05/18/11 Applicant: Proposed Use: GENERAL OFFICE BUILDING Permit Type: SIGN PERMIT Permit Fee $ 75.00 Location •765 MAIN STREET (HYANNIS) Map Parcel 290098 Town HYANNIS Zoning District OM Contractor PROPERTY OWNER Remarks TEMPORARY SIGN 32 SQ WELLS FARGO RELOCATING MAY 2011 - SEPT 12, 2011 Owner: SHOESTRING PROPERTIES LP Address: 297 NORTH ST HYANNIS, MA 02601. e� Issued By: PCB PO.ST THIS CARD SO THAT IS,VISIBLE:FROM TFIE STREET PERMIT PAYMENT RECEIPT TOWN OF BARNSTABLE BUILDING DEPARTMENT 200 MAIN STREET HYANNIS, MA 02601 DATE: 05/18/11 TIME: 15:26 -------------------1'DTALS--------=- -- ----- PERMIT $ PAID 75.00 AMT TENDERED: 75.00 AMT APPLIED: 75.00 CHANGE: .00 APPLICATION NUMBER: PAYMENT METH: CHECK PAYMENT REF: 2868 To' wn of Barnstable Hwy Regulatory Services Thomas F. Geller,Director EiARRR7•A1iLE./°i'i ,,�H y�, . Building Division Thomas ferry,CTJO - Building Commissiotlee° 200 Maui Street, Hyamus,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: '508-790-6230 Permit Application for Sign Permit Applicant:WCU.S GO&D 14y isceS Map&Parcel# Qq C) bq j5; Doing Business As: WA �o S r/40/ 4 DY 1SM-S Telephone No. 5 116^2q 2'1 �b Sign Location Street/Road: -jI!o5 MAIN ST7EL-- -r Zoning District: Old Kings Highway? Yefs/N•6��c''� Hyannis Historic District? Y Property Owner U i+ Name: S�OGS'ItNf� p���5. Telephone: : 00 Address: �Z�.Tt� ST. Village: �'`ENN15. DuODl ._. rsro •� Sign Contractor � 50� $5�• Name:-PNlls4NaPHIA�1UN COM01+0 / Telephone:�� 332 Mailing Address: ?01 W. Spe4l,,4, &An*&V ST. 4L*Wjz4, N'j" Desctiption Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of the new sign. This should be drawn on the reverse side of this application. Tr/hvOBa1iW SIroN: � Cr Is the sign to be electrified'? Y '/No (Nate:If yes, a iiiringpe,Tnit is required) Isstu'tJ 1AM).�_ SAD, IL+L 2c�p Width of buflding face ft. s 10= s.10= Sy.Ft. of proposed sign_ I herebS.certil} that I am the owner or that I have the authority of the owner to make this application,that die information is correct and that the use and"Atiwtion co in n to the provisions of j240-59 through 5240-89 of the Town of Barnstable Zoning OrSignature of Owner/AuthorizedAgent: Date: 5�<<'`�011 Permit Fee:+1 S•C>Q Sion Permit was approved: Disapproved: Signature of Building Official: Date: In order to process application without delays all sections must be completed. Wd=4,- wLIN4, H" WOW H Rev. 9/12/06 Sign Permit Consultants Q(�1L�T1 C:NS Y HAZEL WOOD HOPKINS . ��. (S77ZA1.cr •Tb r- f HEATHER HOPKINS DUDKO' 2 Phoebe Way y Phone/Fax 508-856-7332 Worcester,MA 01605, hwoodhop}dns@charter.net a 4'x 8'Plywood Palmed White ELLS 1FARGO One(1)Required with Surtace Applied Vinyl Graphics KDVISORS 4'Sigri Panel - - _ is Relocating on 9/9111 to �oAH 1513 Route 132; Hyannis 4"x 4"Treated Wood Posts -4'Above - - - Grade FRONT VIEW S/F TEMPORARY SITE SIGN SCALE:3/8"=1' SO.FT.32 - ii M=iii=ni SIDE VIEW iir=_iii_ii in-ci�i rii=iii ni-iar iii=iii ni-ri '` it-ril rri aii rii iii 3'Deep - - Augured 10"Round Drilled Footing-Backfilled. Footing - With Concrete CLIENT: DATE: # Dale: Description: By:, THIS IS AN ORIGINAL UNPUBLISHED Pphiladelphia Wells-Fargo 05.6.11 DRAWING CREATED BY PHILADELPHIA SIGN'i. IT IS SUBMITTED FOR YOUR PERSONAL USE A PROJECT BEING �, LOCATION: SHEET. 2. PLANED FORIN OYOBYH HILADELPHIA SIGN Sign WFA017 1 of 3. IT IS NOT TO BE SHOWN TO ANYONE IT 707 West Spring Garden Street Phone:856-829-1460 765 Main St. DWG BY: 4' TO EDUSED,COPIED,REPRODUCEDYOUR ORGANIZATION NORSOR Palmyra,New Jersey08065 Hyannis, MA02601 NSL 5. EXHIBITED IN ANY FASHION. .r CERTIFICATE OF LIABILITY INSURANCE DAB 09/29/2010 , 2010 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 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 - William Palumbo Insurance 8 P HHONON E FA8 - Agency Inc (A/C. NO. Eat): (A/C. No): E-MAIL P O Box 250 ADDRESS: . - PRODUCER - Medfield, MA 02052 CUSTOMER ID®. INSURSD(S) AFFORDING COVERAGE - HAIC# INSURED INsURE,A: A.I.M. Mutual Insurance Co Philadelphia Sign Co INSURER B: 707 W Spring Garden Street INSURER C: Palmyra, NJ 08065 INSURER D: INSURER E: - INSURER F: COVERAGES CERTIFICATE NUMBER: 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. w: POLICY NUMBER POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE OwDP/IIYY) DSVm/Ym) GENERAL LIABILITY EACH OOCOBANCE S EICOM]ERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISESB « S ❑❑CLAiNS PO(DE OCCUR MED ESP (Any one person) $ - PERSONA.G ADV INJURY $ ❑ - GENERA.AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES ER: ❑POLICY [:]PROJECT❑LOC PRODUCTS-COMP/OP AGO $ 6 AUTOMOBILE LIABILITY' - COMBINED SINGLE LIMIT $ (ee wOldenC) ❑ANY AUTO ❑ALL OWNED AUTOS BODILY INJURY (p-Petnon) $ ❑SCHEDULED ALTOS BODILY INJURY(pes—1dent) $ PROPERTY DAMAGE $ ❑HIRED AUTOS (Pei a=ident) ❑NON-OWNED AUTOS S $ ❑UMBRELLA LIAB ❑ CCCUR EACH OCCURRENCE $ ❑EECESS LIAR ❑ CLAIMS MADE AGGREGATE _ $ ❑DEDUCTIBLE $ RETENTION 5 5 ( WORKERS COMPENSATION ® �Y6 s BE AND EMPLOYEES LIABILITY THE PROPRIETOR/PARTNERS/ B.L. EACH ACCIDENT ; $ 1,000,000 A EXECUTIVE OFFICERS ARE ® incl ❑ excL 6011076012010 E.L. DISEASE-EA EMPLOYEE $ 1,000,000 10/10/2010 10/10/2011 E.L. DISEASE-EA EMPLOYEE $ 1,000,000 COMMENTS/DESCRIPTION OF OPERATIONS OR LOCATIONS: WORKERS' COMPENSATIM COVERAGE APPLIES TO MA EMPLOYEES ONLY CERTIFICATE HOLDER CANCELLATION PROOF OF COVERAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 1 PROM NAME: ADDRESS: PERMIT# PERMIT DATE: /V v M/P: 0 --d CADGE ROLLED PEAKS ARE IN: BOX SLOT . Data e //..2- - ntered in MAPS program on. 7 BY: .. g L `� I' ��� `V ��� � �3 �,� IKE TOWN 'OF BARNSTABLE Build ing . Application Ref: 201002225 • t * MUMSTABLE, Issue Date: 06/08/10 Permit 9 MASS. 1639. Applicant: TARBOX,JAMES J Permit Number: B 20101095 ArFO MA'I A Proposed Use: GENERAL OFFICE BUILDING Expiration Date: 12/06/10 Location 765 MAIN STREET (HYANNIS) Zoning District OM Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 290098 Permit Fee$ 136.50 Contractor TARBOX,JAMES J Village HYANNIS App Fee$ 100.00 License Num 56031 ���02'��/ Est Construction Cost$ 15,000 7 O l �lax Remarks APP OVE PLANS MUST BE RETAINED ON JOB AND OFFICE MODIFICATION,NON-STRUCTURAL INTERIOR SPLIT 1 OF1 ICETHIS CARD MUST BE KEPT POSTED UNTIL FINAL INTO 2-WELLS FARGO �� INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SHOESTRING PROPERTIES LP BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 297 NORTH ST INSPECTION HAS BEEN MADE. HYANNIS,MA 02601 Application Entered by: PR Building Permit Issued By: ��-- THIS PERMIT CONVEYS NO RIGHTTO OCCUPY ANY STREET;ALLY OR SIDEWALK OR ANY PART.THEREOF,EITHER TEMPORARILY,OR PERMANENTLY: ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY-PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION: STREET ORALLY GRADES AS.WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS- THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM+THE CONDITIONS OF ANY APPLICABLE SUBDIVISION"RESTRICTIONS.` MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3:WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. 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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). affi O C ftNeft �l 5 .�;i. ':.rB'1A ✓�1 I a >fY„1.. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health �1HE Sign TOWN OF BARNSTABLE Permit BARNSTABLE, • MASS. s6 9�ArF p 39. Permit Number: Application Ref: 200906126 20070401 Issue Date: 12/15/09 Applicant: SHOESTRING PROPERTIES LP Proposed Use: GENERAL OFFICE BUILDING Permit Type: SIGN PERMIT Permit Fee $ 100.00 Location 765 MAIN STREET (HYANNIS) Map Parcel 290098 Town HYANNIS Zoning District OM Contractor PROPERTY OWNER Remarks REFACE 24 SQ CABINET GRND SIGN WELLS FARGO & DIRECTIONAL NO INTERNAL LIGHTING Owner: SHOESTRING PROPERTIES LP Address: 297 NORTH ST HYANNIS, MA 02601 Issued By: PC POST THIS CARD SO THAT IS VISIBLE FROM THE STREET i Torn - W COL Town of Barnstable . n rQ Regulatory Services Thomas F. Geiler,Director Building Division Thomas Perry,CBO Building Commissional° 200 Maui Street, Hyannis,MA 02601 www.town.barnsta ble.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# �j c. Application for Sign Permit q �pplicant:'� L46aP14I/-1 J1(pty COM�y Map&Parcel# ��� o I g � 6 Telephone No.Uo 50 g • 3Doing Business As: 32, Sign Location I& MAI lV JT. Street/Road: Zoning District: Old Kings Highway? Yes/No Hyannis Historic District? Yese Property Owner � a �(r Q � � i"' Name: ,S�-M4 Q( M)?_Tle;5 C.LC. Telephone: 1 `S -13��O e I 'Ifs MA "N15a Address: 11� '��T Village: /"l7`r Sign ractor � c(p Q a Name ( SIC,,-, C 6M Telephone: V 133Z, �J ��\ Cp r�,�, Mailing Address: l01 W• .3p iUO& 6 ' 06 5T• rM Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of die new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified'? Cie.s o (Vote:If yes. a~'tiringpermit is (6-soillot'proposedsign yuir•ed)C&(STIULP F`,,_e:LTI 4cAc, Width of building Mace ft.s 10= x.10= Z 1 C`I or- b U'S-rayp Slum~ C.M"AC:r N I hereby-certify that I am the owner or that I have the authority of the owner to make dais application,that tale information is correct and that the use and construction s a4 conknii to the provisions of§240-59 through§240-89 ti��N� of the Town of Barnstable Zoning Ordui I rQ I Signature of Owner/Authorized Agent: &L6& Date:1 V to Peanut Fec.: SU.00 fl� T Sign Permit was approved: Disapproved: Signature of Building Official: Date: In order to process application without delays all sections must be completed. least C4Q kw w4L Rev. 9/12/06 �W5410M /4,N� Sign Permit Consultants., 1 tIr HAZEL WOOD HOPKINS (HEATHER HOPKINS DUDKO . 2 Phoebe Way_ •.Phone/Fax 508-856-M2' t fi,.F•. ••Worcester,MA 01605 hwoodhopkK; chaiteK;n ft f Stacked tenant sign face after Remove existing sign face. Install new,sign face Y 1.12x �JrrarrbmrQu« ,t FABRICS Z xo oc.c��n .i y� .v.N.mam,pvm.nw »- r x Li D O 43 Y 1:1.12 Use 1:1.12 lockup. Will need to field verify if retainer or cabinet needs repair. oo � 621/4" 55 1/4" UTD " v� before a' j Proportion -1 :1 .12 W a 4 Si n face re lacements are fabricated from matte finish clear acrylic with second surface opaque red and gold vinyl with blackout film and first surface opaque gold and white vinyl.The face replacements are backlit to produce a halo effect around the Wells Fargo Advisors logo letters. Project Manager:Mary Meyer Designer:AM Drawing# Location: Hyannis, MA Z x 600788_E01 Address: 765 Main Street 2655 International Parkway, x - - Virginia Beach,VA 23452 rn oA.07 O9 757-427-1900 w z PID #600788 Date: _ Town of Barnstable Regulatory Services r t 'Thomas F. Geiler,Director 6.3RN TAULZ,;, Buildina Division I i Thomas Perry,CEO =Tc''a?lWAy� ��n Building Commissioner 200 Main Street, Hyamus,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit 4 c �Ap'p`licativn for Sign Permit (�Q ApplicantHl4j4�✓1&N �'�"C'y� Map&Parcel# O O `V Doing Business As: Telephone No. 85�=1332 Sigel Location .. MVt I N �WV Street/Read: Zoning District: Old Kings Highway? Yes/No Hyannis Historic District? Yes Property Owner � p J-C. Tele hone: 7�" -13��0 Name: �lfDf ST17.111YD'`l'f �. Address: b� `"�!J 5TeC?_1- ` Village:4�NW� Sign tractor �o Q Name 14 i OW?,P1,1 SI(PN CommTelephone: CJ�J�A•13 3z Mailing Addres1y 1 W. .X L* 6AO�� ST. ViV,4, Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes/No (Note;If yes, a iviringpeiTnit is rey .r•erl) 8 U S. FT Width of building Mace 8 3 ft.s 10= 3� x.1h= �3 y.I't. of proposed sign I hereby certif} that I am the owner or that I have the authority of the owner to make this application.,that the information is correct and that the use antruc:tion shahconfirm to the provisions of y240-59 through ;240-89 of the ToNVn of Barnstable Zoning OrduQatt's Signature of Owner/Authorized Agen Date: b b Permit Fee: 00 Sign Permit was approved: Disapproved: Signahue of Building Official: Date: In order to process application without delays all sections must be completed. 0 0SC GAQ` re INS l- H H Rev. 9/12/06 �1�5��NS W� iV1Qc,( ti--Sign Permit Consultants HAZEL WOOD HOPKINS HEATHER HOPKINS DUDK00 2"Ph7 4Jay Phone/Faz 508-856-7332 Worcester,MA'01605 hwoodhoplin ch;nennet AS-Bullt 1 Restoration_Area,, RECabinet Sign — Horizontal Non-llluenin t di after Remove existing sign. Fill and patch holes. Install new sign. Plan view 6-7 7/8" 4'-11 5/8" t 1 V an-m-& ` D O 1 CAB-10-H-NI(10.8 sq.hJ •y =.Y ":—_... - ... Elevation I Exterior Wall Plaque-Additional Layouts 1 9/16" a, y 1/2" 1/2" Ot "75 c SIGN CABINETS`.Fabricated aluminum frame s abinet with surface applied Alpolic ACM material,,' r a 4mm thick,custom red and gold.ACM.1/2"stand off. F Pin mounted from existing wall surface.Depth of sign Remove existing signage. Patch and repair existing wall surface to 0E cabinet is 5". _ _ restore to like new condition. Repaint to match existing finish color to El r PUSHED ACRYLIC LETTERING'1 nearest architectural edge top, bottom, left and right. clear acrylic to stand out 1/4"with first surface applied opaque gold and white vinyl. 2a. Acrylic to be step routed and pushed through before Side View cabinetsection routed ACM face. Vinyl Opaque,Whlte Push through Advisors letters on pylpnand monument — OptlOn l 3M 7726 10 slgn,dlrectionel,regulatory and lnfonoumnal sign copy A Cris dan2 ArIon67A and whlw rule line door graphics(logo and thank you ' v., Op11on3 Avery Dennison UC900-101-0 band),doer dewl copy!required q s J Plexiglass W 2447 MS Material Alpollc ACM (wells Fargo logo)Staging panel,logo panel, -- gR #WRX Wells Fargo Red, cabinet sign(horizontal and stacked),exterior 4mm PE core wall plaque(horizontal and stacked),pylon and monument signs Material Alpnlic ACM (Advisors.logo)Staging panel,cabinet sign Me Well Fargo Advisors Gold, (horizontal and stacked),exterior wall plaque (Color Match in Progress)4mm PE core (horizontal and stacked),pylon and monument /� signs4mm PE core white —Wood Project Manager:Bob Daniels Designer:AM Drawing# Location: Hyannis, MA ff o Z X 600788 Eo2 Address: 765 Main Street 0 Philadelphia Sign w X PlD #600788 Date: 10.22.09 1 r9:¢1-:3~8-HOMATI.OkAND CONS;EJ; T PGRI W, R76, -11 t o.-nni s, 111: (l irr S) 747 :Adi—t Si il��rrrrrti;5; l�r{1 (� '(ilJ.l 3:tzttdl;caidUwtier Nana: l_:ancll()t�d Contact. 1 e k� 1}r tit lame; 11 Sigaiage c onverM att To Whom It Vav Cot set T: P . i Etta a difly attthoriyt cl rt l t`t.scnttitta e the G,;andic>rcl,'C)vo)cr at. tt2 refloretwed l.eAsed tiro i ises: In:,.m}' i .}a4tc it a� I, i t9lurci s o9 f�c a rcp' psi triiivo. 1 c!'ia hc.aef y audi isle, W lls Fargo.(s;►:perft;ri all. work associated «ith the:sigp cow.ersionr 1 i'tatther a:utho6 e 1'l ilacl€ l}�l i�t �i ri�c7itip,7� 'czr:i r laresettt<t�t es to obtain in I atacil.r�iii , tii;rta� ail.jact�t3tt:� 1c»,tl e tit i ccin�:ci?�ioia.l eatib; :ccfit;ea�.ttti _ . _ t{a: h�= l aiidlc�rcl. Cita5t associateii � tth l:ici iiatt c utsiti?.n pan sit i a'ge rep. ceDn�:aia \w'il'!: by t.tt'fife Landlord/owme P1ctaS AN' tc;: 856 8 a_- fag at:tto: A.lNacat or c_tn al liltaRacij.."RA:asraats d5a TO /04 Directional signs - after Remove existing sign. Install new sign. , F • Street side Parking L Plan _ Employee Parking Y: Plan r F Main _ . ...: EntranceMain EntranceF Parking X EVisitorEmployee Parking Parking Employee Side view Parkin• Need to field verify signverbiage. Street side view Polepounted(large): Wall mounted before — — — s 2 6 4 4 .0 . a; wnceovw The directional signs are.fabricated from ... pedestrian traffic.When freestanding and aluminum,painted:Welis Fargo:dark taupe.: purposed for street traffic,the directional � with_first surface applied opaque vinyl.:.... sign should.be installed.perpendicular The single pole should be painted white to oncoming:traffic.The sign face should with a 9"light:bonze band painted at:the always be oriented so that the information bottom.. and arrows are closest to the street edge., with the white pole.positioned:away from The directional signs should always be the street. installed in the most optimal location for visibility from both vehicular and Project Manager:Mary Meyer Designer:ars Drawing a: N X .. I ocation: Hyannis, MA Z _ address: 5 Main Street y 600788..E03 76 2655 International Parkway, � O �� � �� � .X': Virginia Beach,VA 23.452 :.: :N. X 757-gz�;,9o0 - x 08 07 09 x P I D #600788 Date: . oWc . Directional signs after, Remove existing sign. Install new sign. FMain EntranceVisitor Street side N C. .. .. _. ... ... .. Parking Plan . Employee Parking n .. .. Y:. ..... Plane F Mainok FMain Entrance EntranceVisitor Parking VisitorErn ployee Parking -� aEmployee Side viewParking - ....... ..... _.... _ Need to field verify sign verbiage. . Street side view Pole mounted(large): Wall mounted . . before l� . HAC)IO�!tA I The directional signs are.fabricated from pedestrian traffic.When freestanding and .. SFcmuxgs a bca aluminum,painted:Wells Fargo:dark taupe.. purposed.for street traffic,the directional with first surface.applied opaque vinyl.::: sign should.be installed.perpendicular Thesingle pole should be painted white to oncoming:traffic.The sign face should with a 9"light:bronze band painted atahe always be oriented so that the information bottom.. and arrows are closest to the street edge, . with the white pole positioned.away from _ _.. ..... _ The directional signs should always be the street. Ma En 777 in trance Visitor Park i ng Parking installed in the most optimal locationi for visibility from both vehicular and Project Manager:Mary Meyer Designer:AM Drawing#: Location: Hyannis MA _ N X: , CGw1jX_: . 600788..E04 - Address: o _ _ - 7cC Main Street 2655 International Parkway, 65 Virginia beach,VA 23.452 .::.. Y?: - .. X Date: p . 7...... -1900 > - 08.07..09 W X FP D #600788: oc .. IKay'�aEg r �� # � �Q. ISSUE DATE 1011412009 e3 @ z ni a aka s a ¢ a y e rt tke fin. .z.,s.�.�: > �•.'a .s h,°..�,u..wr'IS.,a.��` PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND William Palumbo Insurance CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE Agency Inc POLICIES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. O Box 250 Medfield,MA 02052 COMPANIES AFFORDING COVERAGE INSURED i hiladelphia Sip Cc 07 w Spring Garden Street cowANY A A.I.M.Mutual Insurance Co Palmyra,NJ 08065 LETTER Nil— THIS ,a�kr': 'R?,fi'w k..a::., I 7 # att,.; ser, r �za4 ,xx szc� z � rzd, � t+7, �xkax� r � x 'x tv sn:F� 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. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LIE DATE(MM/DDf M DATE(MMIDD/YY) GENERAL LIABILITY GENERAL AGGREGATE PRODUCTS-COMP/OP AGO. COMMERCIAL GENERAL LIABILITY PERSONAL&ADV.INJURY $ =CL�AIMS MADE=OCCUR EACH OCCURRENCE OWNER'S&CONTRACTOR'S PROT. FIRE DAMAGE(Anyone tire) C� MED.EXPENSE(Anyone peaon) AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S ANY AUTO BODILY INJURY ALL OWNED AUTOS (Perpe—) SCHEDULED AUTOS HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per azcideW GARAGE LIABILITY PROPERTY DAMAGE EXCESS LIABILITY EACH OCCURRENCE UbBRELLAFORM AGGREGATE j.` �,.. OTHER THAN UMBRELLA FORM ..,,1 c�s� �.ij, ti T"Et>I'ai,)%3 a arfg;E n`tk i _0 Rt ` WORKERS COMPENSATION AND STAT LIMITS STATE OTHER EMPLOYERS LIABILITY' MA a THE PROPRIETOR/ EL EACH ACCIDENT $ 1,000,000 A ARNERS\EXECUTIVE FFICIERS ARE. �� 6011076012009 10/1012009- _10/10/2010 EL DISEASE--POLICY LIMIT $ 1,000,000 3 EL DISEASE—EACH EMPLOYEE $ 1,000,000 COMMENTS/DESCRIPTION OF OPERATIONS OR LOCATIONS: WORKERS'COMPENSATION COVERAGE APPLIES TO MASSACHUSETTS EMPLOYEES ONLY �? ,I( ,:.� s - ,�:. r.r19._.i, ; vy�. ,: Y§ a�HQ.•' &:,"1::,f� :..� ter''as.�c z. , .:• Gl, Y...J;uI .. .xs_a.�S.. i.�s2:h�s�.'.s.:v: '. x)�..5:3!ttlk.yw � x.f.H�.,: YtiZag'i�.,h. .;.:fi?„aE7,» .e,:t�:-�a., ..Y.., SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 1 WWRITTEN NOTICE TO THE CERTIFICATE OLDER NAMED TO THE LEFT,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION ROOF OF COVERAGE R LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. [AUTHORIZED REPRESENTATIVE �� `.las.achu�crl; - f)cltartnti•nl ut Public Safct� Board of Builtlin1, Rc_ulatimtN anil standard. --+ Construc'ion Supervisor License License: CS 81706 Restricted to: 00 KEVIN M. OCONNELL. 145 CANTER:BURY DR LUNENBURG':MA 01462 „ �._ Expiration: 10/23/2011 ( rnnnisi ucr Tr 5297 Restricted to: 00 - .00- Unrestricted 1G-1 2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license Refer to: WWw.Mass,Gov/DPS CIS 0(r—, FAsc -Builtj Sign Existing Sign'. SF Recommended Sign SF Qty. N E01 Tenant Panel 23.9 Custom-TP-ST 23.9 1 E02 Plate Letterset 5.9 CAB-10-H-NI 10.8 1 E03 Directional Sign 6.0 AD-30-48 6.2 1 E04 Directional Sign 6.0 AD-30-48 6.2 1 �A�7D 15 `sue A � 6 Main Street . — — — — — — — — — — — — — — — — E01 E02 Project Manager:Bob Daniels Designer:AM Drawing#„ Location: Hyannis, MA P Z X 600788_EXT Address: 765 Main Street . o Philadelphia Sign X PID #600788 Date: 10.22.09 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel `CJ i Application # U(O iV2 Health'Division Date Issued w Conservation Division Application Fee Planning Dept. Permit Fee. ' S� 0wnr-Nil ,/ yS gk,J oy 4tGr°' /� p LtoCS"oUp {,, )S1J Date Definitive Plan Approved by Planning Boardtic- 1 r Historic _ OKH _Preservation/Hyannis i`3 St'4't' �' � y � rIkk Project Street Address Village Owner Address Zak t�ogxv� `5. I�YN•on�•-� Telephoneb�— 77S �►31 Co Permit Request O>:-7,r1&f kMt>lCtc-AV O N I,40� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay project Valuation 1 S.1voo Construction Type of 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 ❑ 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 v Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat 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: Zoning Board of Appeals Authorization ❑ ,Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use z �J APPLICANT INFORMATION (BUILDER OR HOMEOWNER) v Name A-,PmX ' 45;�GMAW Of Telephone Number 77 Addre �elZ �F�PL �— License ss b>(J7(r112`�, b2Z Home Improvement Contractor# Worker's Compensation # A&L 16 15051O 1 2804, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO e l P40f-- " 74r(A_� e; �M SIGNATU E IDATE "A /n FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. w ADDRESS VILLAGE OWNER y r DATE OF INSPECTION: 5 FOUNDATION t _ FRAME i INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL 4 FINAL BUILDING DATE CLOSED OUT t . ASSOCIATION PLAN NO. Ls f'\ The Cornmon}vealth oflVlassachusetts Department of Industrial Accidents Office of Investigations ` doo Washington Street L c.- •'• �,�.r Boston, MA 021I1 }vfvw,mass.gov/dia. Workers' Compensation Insurance Affidavit: Build ers/Contractors/Electricians/Plumbe Applicant Information Please Print Ise it Name (Business/Organization/Individual): Address: is, 2 City/StatelZip: �UX&" Phone #: Are you an employer? Check the appropriate box: Type of project(required): 1.❑.I am a employer with 4• ] I am a general contractor and I 5 ❑ New'construction employees (full and/or part-time). have hired the sub-contractors listed on the attached sheet. 7, ❑ Remodeling 2.❑ I am a sole proprietor or partner- These sub-contractors have ship and have no employees 8. ❑ Demolition working for me in any capacity. employees and have workers' 9 ❑ Building addition No workers' com insurance comp:insurance.t [ P• '10.❑ Electrical repairs or ad( required.] 5. ❑ We area corporation and its 3.❑ I am a homeowner doing all work officers have exercised their 1 l.❑ Plumbing repairs or ad( myself. [No workers comp. Tight 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 41 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 sue iContraclors that check this box most 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 jobs; information. Insurance Company Name: Policy# or Self-ins. Lic.#; AMC, 70I X05 I Z Expiration Date O 20 Job Site Address: 7y N'AA City/State/Zip:-------------- Attach a copy of the workers' compensation policy declaration page(showing the policy.number and expiration d: Failure to secure coverage as required under Section 25A of MGL c, 152 can lead to the imposition of criminal penalties 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 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. I do hereby.cert' under e pain pe lties of p it th t the information provided above is true and correct. Signature: ( Dater Phone#: Official ecse 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 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their emoplhire, Pursuant to this statute, an employee is defined as "...every person m the service of another under any contract exj'ress or im lied, oral or written." pp An employer is defined as "an individual,partnership, association, corporation or other legal entity, or any two or more and including the legal representatives of a deceased employer, or the of the foregoing engaged in a joint enterprise, g � ever the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. How 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 the rounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." e g or on . 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 buildings in the commonwealth for any nsurance coverage required." applicant who has not produced acceptable evidence of compliance with the i g 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 certificates) 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. 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 bum 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 Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 4-24-07 www.rnass.gov/dia {r ' NOTICE NOTICE TO V TO EMPLOYEES EES f EMPLOYEES The Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL. ACCIDENTS 600 Washington Street, Boston, Massachusetts 02111 617-727-4900 As required by Massachusetts General Law, Chapter 152, Sections 21, 22 & 30, this will give you notice that I(we) have provided for payment to our injured employees under the above mentioned chapter by insuring with: ASSOCIATED INDUSTRIES OF MASSACHUSETTS MUTUAL INSURANCE COMPANY NAME.OF INSURANCE COMPANY 54 THIRD AVENUE, P.O. BOX 4070, BURLINGTON, MA 01803-0970 ADDRESS OF INSURANCE COMPANY AWC 7013657012009 08/25/2009 - 08/25/2010 POLICY NUMBER EFFECTIVE DATES Samuel J Durso Insurance 198 Mass Ave Suite 101 B Agency Inc North Andover, MA 01845 (978) 682-5175 NAME OF INSURANCE AGENT ADDRESS PHONE James Tarbox dba James Tarbox Construction 612 Temple Street Duxbury, MA 02332 EMPLOYER ADDRESS 07/01/2009 EMPLOYER'S WORKERS COMPENSATION OFFICER(IF ANY) DATE MEDICAL TREATMENT The above nanned insurer is required in cases of personal injuries arising out of and in the course of employment to furnish adequate and reasonable hospital and medical services in accordance with the provisions of the Workers Compensation Act. A copy of the First Report of Injury must be given to the injured employee. The employee may select his or her own physician. The reasonable cost of the services provided by the treating physician will be paid by the insurer,if the treatment is necessary and reasonably connected to the work related injury. In cases requiring hospital attention,employees are hereby notified that the insurer has arranged for such attention at the NEAREST AND BEST MEDICAL FACILITY NAME OF HOSPITAL ADDRESS TO STE D BY EMIFLOYIER Supplemental to Workers Compensation Form 5/17/2010 GC:Tarbox Construction LLC 617-799-0125 Job: Wells Fargo 765 Main St. Hyannis Additional sub-contractors: Gallo Electric WC6966340 Chris Gallo 781-254-1818 Braintree Rug WC9839734 Tom Watts 781-843-6096 Tarbox Construction 781 -834-1864 p. 1 Massachusetts Department of Environmental Protection Bureau of Waste Prevention •Air Quality `100105830 _ Decal Number BWPAQ06 Notification Prior to Construction or Demolition Important: A. Applicability When filling out pP `7 forms on the computer,use only the tab key A Construction or Demolition operation of an industrial, commercial, or institutional building, or to move your residential building with 20 or more units is regulated by the Department of Environmental Protection cursor-do not use the return (DEP),Bureau of Waste Prevention -Air Quality Control Regulations 310 CMR 7.09. Notification of key. Construction or Demolition operations is required under 310 CMR 7.09(2)ten (10) days prior to any work being performed. The following information is required pursuant to 310 CMR 7.09, B. General Project:Description 1. a. Is this facility fee exempt-city,town, district, municipal housing authority, owner-occupied Instructions residence of four units or less? '.,_; Yes ✓. No 1.All sections of b. Provide blanket decal number if applicable: --- - - --------------- ____ this form must be Blanket Decal Number completed in order to comply with the 2. Facility Information: Department of .._.:—------— Environmental Wells Fargo Protection a.Name notification 165 Main Street requirements of b.Address 310 CMR 7.09 _yannis ;MA 02601 c.Cityrrown ---- d:Stale (508)775-2424 -----.__.. -------- - , _f_Telephone Number(area code and_extension)__,-_,___,__ g_E=mail Address(optional) 3,500 2 ---- --- h.Size of Facility in Square Feet i. Number of Floors j. Was the facility built prior to 1980? Yes No k. Describe the current or prior use of the facility: !office space I. Is the facility a residential facility? ; Yes ;_�.• No �o M. if yes, how many units? Number of Units ---° 3. Facility Owner: --- ----- -- -..-..------ _.. ---.... - -- - ...... ................................ _._..---- - N iShoestring Properties o a.Name ---.-.._. ..._... ... __..._..._._.__.._....__..—.. - -----.... . ...........------.-.-::.-....__----- ---------- _....... o :297 North Street b.Address !Hyannis Ma 02601 c__Chffown —._M._........._.:_._..__......_..._...--- ..__ ..... _. d_State .__._...---.__._-___._...... _.e:.Ziq Code.---------------- o i(508)775-9316 ..._....... - ------ ""� f_TelephoneNum-ber.(area_codeand,extension)- _ :.•_;_,_ ._"___••q,-E_mail•Addre_ss,Solational)__.-__-,._,.•..__.•,._,,.•.__.. .._,,.. ______.__. C7 Christy Morris ---------- .-- �Q h.Onsite Manager Name ag06.doc-10/02 BWP AQ 06•Page 1 of 3 Tarbox Construction 781 -834- 1864 p. 2 Massachusetts Department of Environmental Protection Bureau of Waste Prevention • Air Quality 100105830 Decal Number BWP AQ 06 Notification Prior to Construction or Demolition General Statement: If f B. General Project Description (cont. asbestos is found during a 4. General Contractor: Construction or Demolition 'Tarbox Construction LLC operation,all responsible parties a.Name must comply with 1612 Temple Street 310 CMR 7.00, - b.Address - --- .--._...---- 7.09,7.15,and Chapter 21E of the ;Duxbur�r__-_._.........:.___....__.—...._ Ma 02332 General Laws of c.CitylTown __ ��_— _ d.Stale e.Zip Code the Commonwealth. '(617)799-0125 - - This would include, --- ...- but would not be f.Telephone Number(area code and extension) q..E-mail Address(optional), ................ limited to,filing an ;Jim Tarbox asbestos removal h.On-site Manager Name notification with the Department and/or a notice of release/threatof C. General Construction or Demolition Description release of a hazardous substance to the 1. Construction or demolition contractor: Department, if applicable. ,Tarbox Construction a.Name 612 Temple Street b.Address �Duxburg Ma 02332 c.Cfty/Town._... d.State e.Zip Code __..._..._ (617) 799-0125 f.Telephone Number(area code and extension) g_E-mail Address(optional) Jim Tarbox h.O—n-si --- -te--._Manager.. ..-- -N--ame--- ...__._.... ..._:... 2. On-Site Supervisor. Arn Tarbox On-Site Supervisor Name 3. Is the entire facility to be demolished? Yes ✓ No _0 4- Describe the area(s).to be demolished: o .2 half walls 4'tall x 8' long �N � —C - - ----------- --- o 5. if this is a construction project, describe the building(s) or addition(s)to be constructed: , none Q au06.doc•.10/02 BWP AQ 06-Page 2 of 3 Tarbox Construction 781 -834-1864 p. 3 Massachusetts Department of Environmental Protection ®, Bureau of Waste Prevention • Air.Quality 100105830 VWP AQ 06 Decal Number Notification Prior to Construction or Demolition C. General Construction or Demolition Description (cont.) 6. a. If this is a demolition project, were the structure(s) surveyed for the presence of asbestos containing material{ACM)? Yes ✓ No If yes, who conducted the survey? b.Survevor Name c.Division of Occupational safety;Certification Number 10610512010 06/05/2010 7. Construction or Demolition: - - - -. .: a.Start Date(mm/ddlyyyy) b.End Date(mm/ddlyyyy) 8. a. For demolition and construction projects, indicate dust suppression techniques to'be used: seeding paving b. If other, please specify: i wetting shrouding �✓ covering _.: other 9_ For Emergency Demolition Operations, who is the DEP official who evaluated the emergency? na a.Name of DEP Official na " b.Title c.Date mm/ddhlyyyZofAuthonzatwn d.DEP Waiver Number D. Certification —�" I certify that l have examined the James Tarbox, Tarbox Construction LLC 'a above and that to the best of my a-Print Name �o knowledge it is true and complete. James Tarbox -- - The signature below subjects the ti.Auihoriied Signature - signer to the general statutes Owner regarding a false and misleading, c:'Positionlritle =o statement(s). . . Melwood Contracting d_Representing 05/10/2010 ip e.Date(mm/ddlyyyy) � ag06,doc BWP AQ•10/02 ,. 06•Page 3 of3� eDEP-MassDEP's OnlineFiling System https://edep.dep.mass.gov/Pages/PrintReceipt.aspx MassDEP Home i Contact i Feedback i Tour I Privacy Policy MassDEP's Online Filing System Usemame:JAMESTARBOX Nickname:JIMTARBOX My eDEP I Formsol My Profileb Help Receipt Forms Signature Payment Receipt Summary/Receipt print receipt Exit Your submission is complete. Thank you for using DEP's online reporting system. You can select"My eDEP" to see a list of your transactions. DEP Transaction ID: 305985 Date and Time Submitted: 5/10/2010 6:58:36 PM Other Email Form Name:AQ 06-Construction/Demolition Notification Payment Information DEP code: 45265 Date: 5/10/2010 6:57:32 PM Amount ($): 85 Payment Detail: TARBOX JAMES --AccountType--AccountNumber****9542 Confirmation Number: Contractor Contractor Number Name Address, , Supervisor Project Monitor Lab My eDEP MassDEP Home i Contact i Feedback I Tour i Privacy Policy MassDEP's Online Filing System ver.9.5.4.10 2010 MassDEP 1 of 1 5/10/2010 6:58 PM ARE:Ht-T�C-T-CONSTRUCJION;CO IT-ROI.A_EEIDAVIT Project Number: 2010033 Project Name: Wells Fargo-Hyannis Project Title: Wells Fargo-Hyannis MA Project Location: 765 Main St. Hyannis, MA Scope of Project: Interior office fit-out In accordance with paragraph 116.0 of 780 CMR, the Massachusetts State Building Code, I, Donald R. Loner_gan Massachusetts Registration Number 4027 being a registered professional Architect hereby certify that all plans, computations and specifications, and changes thereto, involving subject project will be prepared by or under the direct supervision of a Massachusetts registered architect or Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally, recognized professional performing the work, as defined by Massachusetts General Law(M.G.L.)c. 112, §81 R. For the above named project I, or a registered professional architectlengineer under my cognizance, will review the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I will review and approve the quality control procedures for all code-required controlled materials. I further certify that I will be�present on the construction site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work is being preformed in a manner consistent with the construction documents. Pursuant to 780 CMR.116.2.31 will provide the results of structural tests and inspections to the building official and owner. I will submit, periodically, a progress report with all ertinent comments of the site visits and compliance of all pertinent items to th uilding official. I "I rt as to the satisfactory completion and the readiness of the project for occ pan y. ,��� 0 AR,�,yiT RD 40 r� No.4027 n pE MASSKE, D y c o April 28, 2010 a Architect.and seal.: ���ratra or u'S��°� '- Date.. Subscribed and sworn to before me thi day of c�0 Q O 4o - ublic at No Commission Expires >•4.issachusetts-.Departmc nt of Public Safct� '.! "$oar d of BuHding k04vulations.and,StundarrO ds$� " =�Constr°ucti. Supervisor License .� L'icense: c5 56031 . Restricted to 00 k :JAMES J TARBOX Y 1.012 TEMPLI=S u k DUXBURY',MA 02332 s� Expiration: 11/8/2010 Commissioner" Tr#: 6522 Tarbox Construction 781-834-1864 P. 1 n }A � � W TKME Towns of Barnstable G� Regulatory Services Thomas F. Geiler,Director �`rFo 06 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.m2.us Office: 508-9624039 Fax: 508-790-6230 Property 0%-terMust � � CO��VZcT�DKl� LAtComplete and Sign This Section �9 t -jai rCZe6)�-- If Using A Builder �L �x'�u�X, t✓�4 8233� I, rV 4��- - �p2n7S -r-�-ld , as Owner of the subject,propezty hereby authorize j,giQ C'�.�IST�2uc7�a�/G to act on my behalf, Co 17-71Rg-&>17.s' in all matters relative to work authorized by this building permit application for. (Address of Job) C Signature of Owner Da Print Name /��-L- NA;c4 to e:51J-r- �J PPc y � ez-r'/4. , If Property Owner is applying for perni t please complete.the U N Homeowners License Exemption Form on the reverse side. Q:--ORJVS:0 WWEP?ER1vIISS10N TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION aMap 290 Parcel 098 Permit# Health Division Date Issued Conservation Division Fee,b") Tax Collector Treasurer Checked in B o Planning Dept. C� b • o Y Date Definitive Plan Approved by Planning Board 0 A . Approved By Historic-OKH 0* Preservation/Hyannis N . Project Street Address. 765 Main St . Village Hyannis Owner Shoestring Properties L . P. Address 297 North St . , Hyannis Telephone (508 ) 775-9316 Permit Request TO REPLACE OLD ROOF WITH NEW ROOF ASPHALT ARCHITECTURAL SHINGLES Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuation /7 Jac-0 Zoning District Flood Plain Groundwater Overlay Construction Type 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 ❑ 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 Heat 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 Cl new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded Cl Commercial ❑Yes ❑ No If yes, site plan review# 1 Current Use Commercial Bank & retail Proposed Use Same BUILDER INFORMATION Name Michael Roberts t Telephone Number ' (508 ) 775-9316 Address 297 North St . License# CS 053861 Hyannis , MA 02601 Home Improvement Contractor# Worker's Compensation# WCC500054901 2005 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO OFF CAPE SIGNATURE DATE S'— J/ �� FOR OFFICIAL USE ONLY ` ;FpRMIT NO. DATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE J1 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The C'ommonweaalth of-Massachusetts Department of Industrial Accidents ' r, W Office of Investigations W 600 Washington Street Boston, KA 02111 www maas&gov/dia Workers' Compensation Insurance Affidavit: Bui-Iders/Contractors/Electricians/pluinbens Applicant Information Please Print !;: �blv Name (Business/Organization/Individual): S I P P E W I S S E T T CONSTRUCTION -CORP. Address: 297 North St`. City/State/Zip: Hyannis , MA 02601 Phone #: (5 0 8 ) 7 7 5-9 316 Are you an employer?.Check the-appropriate box: 'Type of project:(requir-ect): 1.El am a employer with 4. roll I am a general contractor and I 6. •New construction employees (full and/or part-time).* have hued the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7• ❑ Remodeling ship and have no employees These sub-contractors have Demolition I working for me in any capacity. workers' comp.insurance. g. ❑ Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 101D Electrical repairs or additions 3.❑ I.am a homeowner doing all work right of exemption per MGL 11.❑'Phunbing repairs ®i additions myself.[No workers' comp. c. 152, §1(4),and we have no 12,�Roof xai�s replacement insurance required.] t employees.[No workers' 13.0 Other COMP.insurance required.] *Any applicant that checks box#i 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 andthen hire outside contractors must submit a new affidavit indicating such 1contractors that check this box must attached as additional sheet showing the name ofthe sub-contractors and their workers'comp,policy informetiorn. I am an employer that is providing workers'compensation insurance for:my,employees. Below is the policy and job sate information. Insurance Company Name: ASSOCIATED EMPLOYERS INSURANCE CO. Policy#or Self-ins. #: WCC50005y9012005 Expiration Date: 12/0 6 Job Site Address: 765 Main St . City/State/Zip: H y a n n i s , M A 02601 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'cau lead to the imposition of criminal penalties of a fine up to$1,50Q.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 ®f Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature: Date: 5 3 06 Phone#: (5 0 8 ) 7 7 5-- 9 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.Boaxd of Fieal.h 2—Building Departanent 3.City/Town.Clerk a.Eloectricai inspector 5. Plumbica i.sp=Lt�a 6. Other Contact Person: Phone Icons#: Town of Barnstable Reg-alatory Services ' g Thomas F. Geiler,Director 3ss. q � oIl Building Mv-9 TomYerry, Building Commissioner 200 Main Street, $yannis,MA 02601 mow.#owabarnstable;ma-Ls Fax: 508-790-6230 Office: 508-862-4038 Property der Must Complete a:.d Sign This Section If using ABuilder by S+�u a r t Bornstein ,as Owner of the subject property • Michael J . R o b.e r t s to•act oa my behalf; 'hereby authorsze in all matters relative to work authorized bytUs building Permit application for,765 Main St e. s s o 0 May 4 , 2006' Date sign a ur of Stuart Bornstei print N=e BOARD OF BUILDING REGULATIONS ` - }I License: CONSTRUCTION SUPERVISOR MK a " ,K Number: CS 053861 '. €, x r K Expires: 02/13/2008 Tr. no: 1845-'. Restricted: 00 MICHAEL J ROBERTS 1815 FALMOUTH RD#C6 CENTERVILLE, MA 02632 Commissioner TOWN OF BARNSTABLE SIGN PERMIT ti PARCEL ID 290 098 GEOBASE ID 19658 ADDRESS 765 MAIN STREET (HYANNIS PHONE HYANNIS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 77216 DESCRIPTION 2/ 5 SQ FT PALATABLE PLEASURE PERMIT TYPE =SIGN TITLE SIGN PERMIT CONTRACTORS: Department of ARCHITECTS: Regulatory Services � TOTAL FEES: $50.00 BOND .00 CONSTRUCTION POSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE * 0 t * BARNSTABLE,MASS • _ FD MA'S BUILD G D ISION BY DATE ISSUED 06/14/2004 EXPIRATION DATE 4 �/ Town of Barnstable Regulatory Services •" Thomas F.Geiler,Director w BARNSTABLE, '« 9 MASS. $ Building Division •s6gq �0 Argo 39 A - Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Tax Collector Treasurer � Application for Sign Permit Applicant: . 77 Assessors No. ® ® l Doing Business As: fkK��— P(�q � Telephone No. Sign Location r en C Street/Road: a S;f'! Zoning District: Old Kings Highway? Yes/No Hyannis Historic District? Yes Property Owne Name: �� PRkZP-T-(-r-- elephone: I •. . Address: Village: Sign Cont .ctor 1-2 gl Name: Telephone: OO gyp��/ r--- Address: 1r� vVC[ rl f'"'�n,oillage: Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of the new sign. This should 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) I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the information is correct and that the use and construc 'on shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. r r Signature of Owner/Authorized Agent: Date: Size:iC Permit Fee: Sign Permit was approved: V I"- Disapproved: Signature of Building Official: ,��r,,P I,/ 4&4!� Date: a Signl.doc rev.122801 � PALATA BLE PLEASURES SECURITIESWACHOVIA � ^: Z621 OR w f • ! !�p.11ii t m' y �e \ i\r l f � J y\ tam � fri. e• �__� f O I �� , �\ 1 � V `// '� � �v y • � v ''� :�:�•.:,�_.�. ��• ..I-G_'t4�9•i-kjl•'I••t-F�fl�i-6�Irj ,r^` - � �` -r© �� , . �� � \ _ f , f-' 1 / J I /� � � �`•', TOWN OF BARNSTABLE t� BUILDING PERMIT PARCEL ID 290 098 GEOBASE ID 19658 ADDRESS 765 MAIN STREET (HYANNIS PHONE HYANNIS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 73198 DESCRIPTION REFACE SIGNS 54.52 SQ FT. ( WACHOVIA SECUR PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: PROPERTY OWNER Department of ARCHITECTS: Regulatory Services TOTAL FEES: $50.00 BOND $.00 p�F CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE 0 * BARNSTABLE, MASS. 16.39. FD Mpt BUILD G DI I[S ON BY - I I /bATE ISSUED 11/24/2003 EXPIRATION DATE The Town of Barnstable Department of Health afe n�arsT�sc.E. . P , S ty and Environmental Services �q ' �0�' Building Division 1659. Eo ,t► 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Tax Collector Treasurer -,41-7 / Application for Sign Permit Applicant: &1 j e k Ulm (77P c Assessors No. 2?(2 Aig fl Doing Business As: t,, t elfddii� S elur cf7p r Telephone No. Sign Location Street/Road: 76 L i� ,- 5;, -7""M Zoning District: Old Kings Highway? Yes/6)Hyannis Historic District? Yes Property Owner Name: 515f-e Lr� P� e �1.,,, Telephone: Address: "kI-iy Si Village: ley�yv�J Sign Contractor Name:_ /3 4fit tIm nti 1 Telephone: 5�9 8 r5;,g? /7a/ Address: -�®o it/ai,& S T Village:,/Pry A 7yo Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This.should be drawn on the reverse side of this application. Is the sign to be electrified? Yes, (Note:Ifyes, a wlringpermitis required) I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: 442L Date: /- Ge�/-�s-�� 1 f�-9s 1C � � - �• 7s s q�r Size: / SA C' �gc� �H� e, yp s4/�J Permit Fee j Sign Permit was approved: Vier S Disapproved: Signature of Building Official:(0.1"J �v Date: / f X 3 Signl.doc rev.8/31/98 O 01 Survey ID: WS0174 Office No. 600788. Prudential Securities Site ID 600788 E04 AAAHYA01 765,Main^St Hyannis,MA 02601 Prudential Securities !I Plate Letterset , _ , t ' ^ r, 19" 82° N/A a ® N/A N/A k Aluminum Aluminum t vle • . • i N/A NIASurface Material Surface Color i s - - Wood White �. AvailableeAvailable - - � d.�; „�•.� ���.�_.---��_` - - N/A NSA InventoryIlluminated III uminated-Tjoe No N/A Measurements are estimates. Double ° �� iUPUI No Flush -Wall Recommencle° Action RR 18.75"X 67°Charcoal Stacked Letters Fill and Restore t Logo- Wachovia Securities e e 0 0 N/A �,a— -_—_ is,$qT s 1''NVENTORY 1E�NID�TION :DE' AIL -_t., � a?..eh.a^, ,.zz"+. ..::r.^,.�tt r« a'n_.rt. ricer-4us+• ,:anr ��..�.;se�.� -.r +� ,•r:zau .. ...•-_ =-.. ;c,a. .y I • 1 I I / SignText - -- -- -------- -- - — r _ Prudential Securities Existing Sign`Description iPylon Sign Height Width Depth Letter Height OAH above grade- Face Material Sign Material k W Visible Opening Retainer Size ZSurface Material Surface Color Available Height Available Width 11110111111 Illuminated Illuminated Type Inventory Comments Double Face Mount Single Pole Recommended Action 4`B Recommended Sign Type .�- •:T�k" _ �^~'�. �' � -, -�.•? Sign Type Description0 'Custom �� " Sign Application 1 a ifl Wall Repair Action W= IN AQ _W - Recommendation Comments ✓tea BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 021762 Expires: 08/03/2005 Tr.no: 1389 Restricted: 00 FREDERICK E BEAUMONT III 142 NEW BOSTON RD FAIRHAVEN, MA 02719 Administrator .a, The Commonwealth of Massach usetts- Department of Industrial Accidents j= __ Ol/Iceel/Arestl�edeas 600 Washington Street Boston,Mass. 02111 4 Workers' Compensation Insurance Affidavit name: location: city phone'# I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. company name: Sil.J GG address: �20© city: ..A rw 'S.'ed4l 91 7 y0 phone#: insurance co. T�J`C policy# t'7� >9 11f P 05)'-700 I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: company name- address: city phone#I• s insurance co. policy* company name address city phone#- insurance co. policy:.# Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. 1 understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature Date Print name Phone# official use only do not write in this area to be completed by city or town official city or town: permit/license# OBuilding Department C]Licensing Board check if immediate response is required oSelectmen's Office pHealth Department contact person: phone#; I"(Other (revised 3/95 PJA) ENDORSEHERE i DO NOT WRITE,STAMP OR SIGN BELOW THIS LINE RESERVED FOR FINANCIAL INSTITUTION USE - V f o t , e. Security features on this document include:Chemically t Sensitive Paper, Padlock Icon, Colored Pantograph, "Original Document"Screen and Microprint Borders. 0 Padlock design is a certification mark of the Check Payment Systems Association 16 R TOWN OF BARNSTABLE j i SIGN PERMIT PARCEL ID 290 098 GEOBASE ID 19658 !' ADDRESS 765 MAIN STREET (HYANNIS PHONE HYANNIS ZIP - f LOT BLOCK j LOT. SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 29269 DESCRIPTION PRUDENTIAL SECURITIES (24 SQ.FT. ) PERMIT TYPE BSIGN .TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety AItCHITCTS_ and Environmental Services TOTAL FEES: $25.00 THE BOND .00 CONSTRUCTION COSTS $.00 �' 753 MISC. NOT CODED ELSEWHERE * BARN3TABLE, .MAft L; . ED BUILDING DIVISIO r . • .... ,_.__._.-.._DATB_ ISSUED 03J05J1998 EXPIRATION �DATE.N _ . ___ __-- --- . _ _____ __ _..: I MAR 02 '98 17:12 FR PSI CMRE 212 214 4499 TO 915087759522. P.02i02 1 J1C J. V VV JA VA L41 U3 LALLJiG pa l De rtment of Health. Safety and Environmental Services Binding Division 367 Main SUM Hyannis MA 02601 !Slat 508-790-6227 �y __ Ralph Cmmn . 508-790-6 MO° m ' Building CotataissiOncr • 4 Application for Sign Pernut Applicant E' /'q`- FCFC U Zt 7-1 c S Assessors Ala Doi=Business As• —Telephone V'o. zoning District i3 - Old Sings Mghivay? Yes 'o Property Owner acne: A ti-t ov N s-t c- - 8 h�s-711 -� ti 5�� Telephone. Sd Address: �-5 nor?N -(. VilLzge: �Z,gti,.,,�:5 Sign Contractor Name: Capc Gc/ -fir A f Telephone: Address• 4 SO Y6V A,'° V11, Ville: �lA~h r.r! Desczipdon Please draw a diagrzm of lot shon ing location of buildings and wdsting signs with dimensions, loc�on and size of the new sign. This should be dram on the.reve-ne side of this apipliczdon_ r Is the sign to be elecuificd? I cz i`To NNo=l'jrs, a wiring-peratit is requtreco I hereby certify that I= the armcr or tliar I have the authority of the owner to make this application, that the information is conics=d that the use and construction shall caanfarm to the Provisions of Section 4.3 of the Town cf Barnstable Zonis Ordinance. Signanue of Owner/Authorized Agent:f Dam: 7 ti$ Size: `.1r''l Permit Fe= Z.sr. -,—W Sign Permit vas approved.: 11" Disapproved: Signar,c of$uiIding Offs 'al• i �// r �//.� Due- FEB 04 198 13:00 PAGE.03 ** TOTAL PAGE.02 ** J, °FTMe . . °: The Town of Barnstable • autr seABUE. - `� �0� Department of Health Safety and Environmental Services ArEDMA'�ON Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLEASE FORWARD THE ATTACHED PAGE(S) TO: TO: ATTN: FAX NO: FROM: L��-- DATE: PAGE(S): (EXCLUDING COVER SHEET) J /G f I� �I� I� •,:,r,,,A .. F C� Y j�� a•F: _ !��R _\ •4 1 �'� 1 '=�� f Brian J.Conway First Vice President Branch Manager Prudential Prudential Securities Incorporated 765 Main Street Hyannis MA 02601 Tel 508 775-2424 Toll-Free 800 341-6616 f Direct 508 862-4306 Fax 508 775-9522 ._ k TOWN OF BARNSTABLE ' SIGN PERMIT PARCEL ID 290 098 GEOBASE ID 19658 ADDRESS 765 MAIN STREET (HYANNIS PHONE HyanniB ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 19906 DESCRIPTION HEARTBEAT QUILTS, INC. (24 & 5 SQ.FT. ;) PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $75.00 BOND $.00 .CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE . d * BAIWSTABM + MASS. OWNER HOLLY MANAGEMENT, �039. A1� ADDRESS VILLAGE MARKET PLACE E� HYANNIS, MA UILD NG_ I I0 j I' Y DATE ISSUED 12/11/1996 EXPIRATION DATE i 11r 21/'1996 14: : , 1-502-790-6230 BAF'T-1STABLE BLDG DIV PAGE 01 1 ,� � Department Of IIea[ttt o ziafetY °�VId�71==rou > Building Division " 367 Main SUM Hy=mis MA=6 /C2, -9` &r Appncztion for Sign Permit Appfi �1 E�'11 e ����-r�s �,�G Assessor's no. 0�.-, Doing Business As: Telephone Sign L c2don str�s/road: ��S r2��� ST/�fi �y�9'i✓N� /VJ,�— O��o � Coating District Old King's highway District? ,yam_ °0>(,- 'roperty Owner Telephone �-4dress: . e T IvIN � S #�441AIISg :4n Contmctor 1 game, P4M o VIT 6,41'C�_ _ _ Telephone ddress:: Po Qox Sdd yo �-��� Wig, S' - Description ream of Iot showing location of badingsand sfirtg signs with dimensions, locz6on and size of the :: A drawn an the reverse side of this application. the sign to be electrified? yesno '� (Note: if yes, a wiring permit is requio ereby certify that I a the owner or th= I have the m hority of the awner to ice application, that th'e 3riaation is correct aad that the use and constmcdon shad cozdbrm to the prtrvisians of Section 4-3 of th wn ofBarnstable Zoning Ortfw=ces.- Sigmium ofOwncdAuthorima Aunt dam/ �f (gq.PaTmt was appmved: P//- i �° z. ` m A N J�S�,v,a-(gp ova Wt+�T�- C.,I.o.Q �b•..r�: - g gyp-�n Am MAE AM WOR NO 0 SUE OF m T Prude �uL] O a 3 N securities fV m m ii [1- ❑ ETL �j❑ ❑ F] ❑❑ El Ell F-I T m -K D G7 m �'� � W m I - m r W m Ffgwu MMMOR TO RW4K AD N �h U 3 o m - m W Ho•.v.1'ICD DFt �Q�UK: �' �"`�1.2��•;E Ew�A..aL 1+�.:5�. o.. A�v ae 3 �S�WS. S6Lt's0 PG1C DC, ru TeritW Securities m J OEI - o m El ❑ Ul �.� TV Vq n m r • m lTJ QMW48M 10 FOU ccaa W -J T s f,�l .i ,z S Fs L t; 7 �I The'h ' Town of Barnstable MANSTABM '� �0� Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner e €E'9k'1!"�E' ir''t�4YA rta+ e ... ks -maw F tht-`C'I. 7u-A71''se i'.k 6.! •.....y ' 2. •-+� ' rr"ay .n.. Ws �,Y r ;" r a s.e»e r.w a •, xv L d y, 5� �7j '00 7// ezz-zz i� - � J l a z, TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 290 098 GEOBASE ID 1.9658 ADDRESS 765 MAIN STREET (HYANNIS PHONE Hyannis ZIP - i LOT BLOCK LOT SIZE DBA DEVELOPMENT .. DISTRICT HY i i ' PERMIT 18596 DESCRIPTION PRUDENTIAL SECURITIES (49 SQIFT. ) PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARcxI` ECTS: and Environmental Services TOTAL FEES: $50.00 BOND $.00 CONSTRUCTION COSTS $M00 w= 753 MISC. NOT CODED ELSEWHERE * �RNSI,ABLE, MASS. OWNER HOLLY MANAGEMENT, i639 �� ADDRESS VILLAGE MARKET PLACE Ep HYANN I S, MA BUILDING-DIV t, IO BY .. DATE ISSUED 10/15/1996 EXPIRATION DATE -'r The Town of Barnstable 19 6-1 Department of Health, Safe and Environmental Services �. P Building Division t 367 Main Street,Hyannis MA 02601 ! „ „n; ,,. -� , ci „n , 4„ti., N i�t tlf',". a i' ., a.. 'NN ✓r, ,.n .. .. „ Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Application for Sign Permit Applicant: �`��Gh/Ti�G/f �'y�� Assessors No. Doing Business As: �/e'il.r� rr/Ti S'ccie z/7/- 5 Telephone No. 5`f,V-3 7S-.�8 Sign Location Street/Road: / 'q""r/ 5 ;r iz�/V-'V/501 Zoning District: Old Kings Highway? Yes/No Property_Owner Name: -51-41, 1r 7- 64OX- V6 nE/1V Telephone: ^� Address: 9 7 .r/o2ry S�" Village: .el� Sign Contractor Name: —j 6 A"" e�'©- Telephone: 771- Address: /D3 171T�W o�'2%s r' ®P� Village: wA/ 5 Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified?. ( o (Note.If yes, a wirirgpermit is required) I hereby certify that I am the owner or'that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the.Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: Date: e i s' 9 G Size: 9 S"x 7 A ` 'VI? sq '=-7- Permit Fee: Si Permit was approved: y Disapproved: Sign . Signature of Building Offici Date• D`' _ -._.e'e'•2 t ea .-,:-,.... '.`. e o 0.a. -a ., ;p as o t oC' ia: C � ,. o t a,a oe•t�,p o aoa ai00a t 1yFp1 C.,. .a.,o is C e o, 'o ..e,t offi«u.e only The Commonwealth of Massachusetts Permit No. Deportment of Public Sofery Occupancy&Fee Chadwd _ BOARD OF FIRE PREVENTION REGULATIONS S27 CMR 1200 3,90 6mvebW*) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed In accordance%Ath the Massachusetts Electrical Code, 527 CMR I2:00 (PLEASE PRINT IN INK OR TYPE ALL INFOR11MON) Date TOWN OF BARNSTABLE To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location (Street 6 Number) 7 6 /7g1so iiv 5 7— Owner or Tenant carit/7' Owner's Address of 97 414`471,1 J7- fan-�✓' `'' Is this permit in conjunction with a building permit: Yes ❑ No ❑ (Check Appropriate Box) Purpose of Building _Utility Authorization NO. Existing Service Amps / Volts Overhead ❑ Undgrd❑ No. of Meters New Service Amps / Volts Overhead ❑ Undgrd❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work �j� �j i �-►' No. of Lighting Outlets No. cgf Hot Tubs No. of Transformers Toot/al No. of Lighting Fixtures Swimming Pool Above In- grnd. ❑ grnd. ❑ Generators KVA No. of Receptacle Outlets No. of Oil Burners No. Emergency Lighting Batteerr Units No, of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones Total No. of Detection and No, of Ranges No. of Air Cond. tons Initiating Devices No. of Disposals No. of Heats Total Total No. of Sounding Devices Pump Tons KW No. of Dishwashers S ace/Area Heating KW No. of Self Contained P Detection/Sounding Devices No. of Dryers Heating Devices KW Local❑ Municipal ❑Other �Y g Connection No, of o. o Low Voltage No. of Water Heaters Signs Ballasts Wiring No. Hydro Massage Tubs No. of Motors Total HP OTHER: INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts General Laws I have a current Liabilit Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES❑ NO I have submitted valid proof of same to this office. YES❑ NO ❑ If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE © BOND ❑ OTHER [I (Please Spec if y) -TOn awa SI G •�- xpiration ate Estimated Value of Electrical Work $ v u Work to Start Inspection Date Requested: Rough Final Signed under the penalties of perjury: FIRM NAME 61ie'0!A �rys bec`t &Lec i2a c LIC.-NO.31Zi 7- i Licensee -Dq Olt) K A R lol+v S 1-e 1 Signature LIC. NO. Address Z 3 G C3C42SSe 5 e✓140-/ ,�Y,q�va.,s /)'7ig. us- Tel. No. 77/- 8y_-� Alt. Tel. No. V k2 -Oti aE`f OWNERS INSURANCE WAIVER: I am aware that the Licensee does not have the insurance coverage or its su - stantial equivalent as required by Massachusetts General Laws, that my signature on this permit application waives this requirement. Owner Agent (Please check one) Telephone No. PERMIT FEE S Signature of Owner or Agent \ � �� ' ,. .. �r*w IM�� !�• . .�� � d , r v � �• ��l�'^", Y S_....i 's .r J TD ° Lr QO ° t a ° ° ��" i i I i IV}t),F go4C� 1FQa02F ,fv! yet sq Fr T{�[2)�" R�$'�.q�(� �;"g.{F�+�yp,^.�y 4�r R%y,� .�Qom- /�.p-yj,�,i > V 3.�`r D JG.4. \. ��I!`t._.'•;�L�n C V iv a_3�-v I. A..�.. g ♦J��a�.��'iisV6�Li :ti��iE'.6�f�C�fl.S (IF . ttl u 3`A,i is oT. ST,G N,J ��'Tf i1..J�.�-.'4 ?•l.ii.i•iy'S.: :si Y d�.. T °1Pridiit`a T.oc::r ac Z3•y r' 104 mvr,!?MSE tsD._. ZAA.`02601 (617) 771-41020 OMYONc sac. O L ! bATE_>o."8!_P' ,s �'Yr 41,k„ iy ..ry *aT`x��K d _ .w,. 1�� J♦ �I Y�� DANIEL J. DURKEE AND ASSOCIATES ARCHITECTURE 85 Samoset Street k Plymouth, Massachusetts 02360 508/746-3283 October 17, 1996 Mr. Ralph Crossen, Building Commissioner Barnstable Building Dept. Main St., 4th Floor Hyannis, MA 02601 RE: Prudential Securities,Inc. New Financial Offices t-765 Main St.. ',Hyannis, MA R r Dear Mr. Crossen: Per discussions with-Lt.-Hubler of the Barnstable Fire Dept., and my client, Prudential Securities, Inc. regarding the fire alarm system for the above referenced project, please be advised that we have changed the system from the one shown on drawing E3 of the permit set. The revised.system,,shall provide 3 local,tandem smoke detector loops, (+/- 20 devices),-as follows: * one loop will connect the PSI Equipment Room with the downstairs electric room& corridor; * one loop will connect the PSI File Room with each smoke compartment in the attic; * one loop will connect the Conference Room, Kitchen, Financial Advisors Open Office Area(127-131), Operations Area, Corridors & Vestibules. There will be no heat detectors in the attic, nor will there be a new Fire Alarm Control Panel connected to the devices. If you have any questions regarding the above revisions, please do not hesitate to call me. Very truly yours aniel J. Durkee,•AIA Daniel J. Durkee And Associates , DJD/sa .a 1 cc: Lt. Hubler, Jon Black sPR Meeting Notes 11/07/96 SPR-103-96 Heartfelt Quilts, 765 Main Street, Hyannis (290/098) • Proposal: Quilting shop including retail and mail order sale of quilts, fabrics, quilting materials and quilting and fabric classes and all things incidental thereto. Mr. Bornstein submitted plan. Did not have a parking plan. Due to Mr. Bornsteins health, the Building Commissioner described history of building. Building is 10,000 sq.ft. on two floors. Parking for new use will require 1 additional parking space since it is a separate enterprise. Prudential Securities requires 17 parking spaces. Quilt Shop requires 10-12 parking spaces. There is plenty of parking. • Engineering concerned with parking in the front. The vehicles are backing out into a public way,the Rotary. There are two entrances to the property presently and it is suggested that one be closed(the one in Rotary). Drainage calculations not a concern. • Applicant stated traffic and parking are not currently a concern. Possibly was an issue with previous use of a bank. Proposal is not changing anything. • Building Commissioner suggested the Applicant and the town officials works together on parking problem in front. Could be a non-expensive solution. Engineering offered to donate the granite curbing needed to close the parking area. Offered any assistance needed. Mr. Burgmann stated the HP parking space needs a ramp. Recommended the site be brought into conformance. • Applicant stated the building has been there since 1920. • Building commissioner stated to staff that size of project and conditions of approval should be proportional. Town can meet the Applicant half way to bring this proposal more into compliance. • CONTINUED until resolution between Applicant, building Commissioner and Engineering on area in front of building. 5 4d ` ° HOMEIMPROVEMENT CONTRACTOR Registration�101119 ��,� � t. MDIVIDUALl" f ` Ez atioe 'O6/25/96 �� k P y � ixx � ICHAEL�ROBERTS ;2i 1Rubert � (�ea�ndokW 6 �iabor H111F Dr t ' S AD"""', 96 6f MA 02532 ✓fie U�ammoozurea o�� aaeti�uretta ': DEPARTMENT OF PUBLIC SAFETY CONSTRUCTION SUPERVISOR LICENSE Nuebei�:"_v Expires: �. •Rest leted"To 00 �• .,,..� rY' T_, , IiICHAEL J ROBERTS .16 HARBOR HILL OR `"BOURNE, MA 02532 Engineering Dept.(3rd floor) Map Parcel Permit# 01� / House# 5� rA4 Date Issued 'Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) EAft 9B NG��110 „ ONSU01'IO DIy�ON Rorrl rrE N. POOR TO INE 19 RE RFD 59. TOWN OF BARNSTABLE Building Permit Application Project Street Address 4T, Village l�v Owner AqZ 15099 N l�u 19 GEC Address 1213-1 Y NOF-T4 S;r. Telephone C'09j -775- 4T31 b WYAPNIs Permit Request 1zi,-:;aoVA,--nvA ye f5:wTttze les� r 1g- WW First Floor square feet Second Floor U/A- square feet Construction Type `Z P Estimated Project Cost $ ZbOt000 Zoning District ] Flood Plain Water Protection Lot Size 1,1,5- Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure 'Z ra Y -I— Historic House ❑Yes llo On Old King's Highway ❑Yes 2No Basement Type: 215ull ❑Crawl &'Walkout ❑Other Basement Finished Area(sq.ft.) 5,-15( Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No.of Bedrooms: Existing New P .A- Total Room Count(not including baths): Existing New 2,+ First Floor Room Count � Heat Type and Fuel: W16as ❑Oil ❑Electric ❑Other ' Central Air 6alfes ❑No Fireplaces: Existing 0 New 0 Existing wood/coal stove ❑Yes 2-KO s Garage: ❑Detached(size). Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) UNone ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial CdIes ❑No If yes, site plan review# Current Use 00h6 Proposed Use Qm(e>6 Builder Information Name �(2 oj, -%,x, Telephone Number o 3 ,5— "\Address ,9 o License# e/ Home Improvement Contractor# - a,,,yLe e (,%,,, Worker's Compensation# c%c 2 G A.04 "o1< g �Sz NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE tj BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) � � . . , �- - - i . �` � �• i � ",r.t r 1 � _ ! � �'1' � it r i i � , ,� � w' +<,, 1 ; 11� .� > > ,. � i ' �� "es� �. . t. L1 � ._ I �� t #..�� i;\ - t L •1 ,, ,1 t _ F r f � .• r .. ~�`.,, .�— ._ t�� � . —.. —i � � � . r- . �. _ � . . , . . � r -� �� �� ;. � Department of Industrial Accidents _ - 0/I7c�o1/oa��s 600 Washington Street . •y y Boston,Mass.. 02111 Workers' Compensation Insurance Affidavit mime: ° location: citsr nhonc# , ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one working in any capacity (Z( I am an employer providing workers' compensation for my employees working on this job. .. .. .:. SITFFIELD<MANAIdBNT company name: •, . add :.. 29.7., NORTH`ST ress: I3YANNIS TEA •02tiQ . . nitone#• fcl1$) -;775-9316 city. insurance co. THE TRAVEI.EKS ;Q4isY#; E#t�� "4 544-95' ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who'hav the following workers' compensation polices: comuanv name: address: ::.::,.:...::.. ::: .. ....:..::... ..:.:.:. .. :.. city: • Q one# insurance co. nohcv#::• . company name: : address: city: phone#• noiiev#••• �ttaC�ai�iDnf tet IItLTJlary'•' .r -- _ __--- Failure to secure coverage as required under Section ZSA of MGL 152 can lead to the imposition of criminal penalties of a fine up to 51.500.00 and/oi one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine ofS100.00 a day against me. I understand that a copy of this statement may be forwarded to the OMce of Investigations of the DIA for coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature _Date 10/27/95 Print name STII A. BORNSTEIN. Phone# (508) 775-9316 i official use only do not write in this area to be completed by city or town official Y city or town: . permit/license# rIBuildint;Department �. [31-icensinQ Board check if immediate response is required OSelectmen's Office j: (:]tlealth Department contact person: phone N• f'1Other, 4 .. 1.. ,rrv„tO) ViAI r i Engin;;,ring Dept. (3rd floor) Map aq® Parcel Permit# I I House# ��pJ� J r Date Issued � �t� �� s3rd flo 4 h or)(8:15 =9.3U/1:00-4:30) �� FJJ Fee _ ov J 3 Conservation Office(4th floor)(8:30- 9:30/1:00-2:00) `1 ` Planning Dept. (1st floor/School Admin. Bldg.) 1HE Tq;_ Definitiv Plan roved by Planning Board 19 BARNSTABLE, Mor TOWN OF BARNSTABLE ''�� Building Permit Application Project Street Addr� fi 7 fa lA) S-rk&n- ( lyY4AJM-S'). Village _ Owner Address O Wax?If ST Telephone 7-76 "/ y J� t Permit Request yid . First Floor square feet Second Floor square feet Construction Type ZA.)o v b OR e 7-� Estimated Project Cost $ /D 0o,> Zoning District Flood Plain Water Protection . Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes )dNo On Old King's Highway ❑Yes 8fNo Basement Type: AFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) } Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing o.- New Half: Existing New No. of Bedrooms: Existing New Am e, Total Room Count(not including baths): Existing 6 New First Floor Room Count Heat Type and Fuel: 2(Gas ❑Oil ❑Electric ❑Other Central Air Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑.No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) done ❑Shed.(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name/2/&A4151-6 L �,t G�.�7�5 Telephone Number Address /4/p �l�D,e rY•1[ a�zU(f License# ^S—31F6/ ,:;FOa2'Ve eve 3 a Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE BUILDING PE DENIED FOR THE FOLLOWING REASON(S) t FOR OFFICIAL USE ONLY L PERMIT.NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: 1 FOUNDATION FRAME ' INSULATION FIREPLACE, ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r FINAL BUILDING DATE CLOSED OUT ' ASSOCIATION PLAN NO. + t y i r �,..��_ _ _-- ---- -- -- -, i ' �� � (� t t 9 ����� � � �Q ��� + 08-13-1996 10:03RM FROM R.J.F. CONCEPTS TO 15087906230 P.01 i FAX TRANSMISSION COVERS EET DANIEL J. r&RKEE AND ASSOCIATES f i - 'CTU 85;S,AMOSET STREET PLYMOUTH, MA 02360-455 TEL: 508J746 3283 FAX: 508/746-7157, ! i1 TRANSMIT TO FAX NO.: 508-790-6236 j TR ANSMII' TO: Aiwa Brigham I TRANSMITTED FROM: Dan Durkee ! TE: :Au August 19, 1996 � II of g E: 9,15 A.M. T TAL N,Y1MBER OF PAGES (INNCLUDING TMS COVER SHEET): 1 N DESCRIPTION: Pi udential Securities,Inc.project narrative. i 01 udential Securities, Inc. (PSI) will be occupying the entire first floor of the building at j 76 Maui St:,Hyannis,which is currently owned by Stuart Bornstein. PSI wiu be xis ij I the space::for offices,employee support spaces,and customer service:There will,be a roxiniately 25 employees using the space,and public customer traffic will t e!light.! Th o. y'exteiior work being done will be the addition of a new handicapped person, ran p at the front entry,and a new exterior stair and new egress door at the rear of the spaze. There'Will be no access from. PSI's space to the lower level, wbicb will beioec ied . by i future teAant. The attic will remain accessible from PSI's space. I II 0 ACKN'O VLEDGMENT REQUESTED IF BOX FILLED IN I °I TOTAL P.01 TOWN OF BARNSTABLE 1 SIGN PERMIT PARCEL ID y90 098 GEOBASE ID 19658 ADDRESS ?;. 65 MAIN STREET (HYANNIS PHONE ''Hyannis ZIP LOT BLOCK, LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 17299 DESCRIPTION PRUDENTIAL SECURITIES (12 SQ.FT. ) PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES $25.00 BOND tME .00 CONSTRUCTION COSTS $.00 753 MI SC. NOT CODED ELSEWHERE * BAItNSTABLE. +� MASS. OWNER HOLY MANAGEMENT, ADDRESS VILLAGE MARKET PLACE FDMICI HYANN I S, MA UILDI G DIVISI N Y � DATE ISSUED 08/15/1996 EXPIRATION DATE. The Town of Barnstable; . K pe=t no. f _ Department of Health, Safety and Environmental Services F • IMMUM 1 6 NAM Building Damon 9 367 Main Street,Hyannis MA 02601 Application for Sign Permit Applicant: '�1�ti�l-`�dam' Assessor's no. � PP ® --o 7 �V Doing Business As: 1�7 N < L �SCQV ��S Telephoned 2 Z y 4� 3 Q C16 Sign Location street/road: &(� �� �,�` C �' �'n t � Zoning District Old King's ffighway District? yes_ no� Property O wne Name: �Wv�xv�q, Telephone Address: y JV Ar 1M 1P-OC ,nL 4c-0 �/� fi� Verge 47 Sign Contractor nQn,, Name: l VC Lg- ` V` S\C/y -Telephone—?) Address: (---3 C)L 6 rJAtN '�S T V"rllage Description Diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sig to be drawn on the reverse side of this application. Is the sign to be electrified7 yes no (Note: if yes, a wiring permit is required) 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 Town of Barnstable Zoning Ordinances. Date Signature of Owner/Authorized Agent Size (sq. ft.) Permit Fee Sign Permit was approved: disapproved: r_._ %cmntnre of a Official ALPG* 8 ' 96 1 1 : 13 FROM 212 214 4498 TO 91588 r6©3 198 PAGE. 002, 1302 ,Ty00= F)Ud Q£ t C 094 $0S $0 6 96 t snu �V ti0'd �101 "J Prudential Securities f _ ::{ TOTAL PAGE . 882 :,k: 9 / Engineering Dept.(3rd floor) Map �7 04 Parcel ! Permit# 6 a.( / House# Date Issued Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) Fee 01J THE 19 "' : BAARN�NSTTAABB•LE.�` MASS. TOWN OF BARNSTABLE Building Permit Application Project Street Address 765 Main Street Village Hyannis Owner Shoestring Properties Limited PartnershipAddress 297 North St. , Hyannis, MA 02601 Telephone (508) 775-9316 Permit Request demolition @ 765 Main St. - interior demolition First Floor 5500 square feet Second Floor square feet Construction Type Estimated Project Cost $ 1200.00 Zoning District B Flood Plain Water Protection Lot Size 1 acre Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ lak*�ftmi Commercial Age of Existing Structure 1923 Historic House ❑Yes ZI No On Old King's Highway ❑Yes IL3 No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 5500 Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing 2 New Half: Existing New No. of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: J Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes [3 No Fireplaces: Existing 0 New Existing wood/coal stove ❑Yes (3 No Garage: ❑Detached(size) 0 Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) (A None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Vacant/bank Proposed Use Builder Information Name Suffield Mgmt. Telephone Number (508) 775-9316 Address 297 North St. License# - Hyannis, MA 02601 Home Improvement Contractor# Worker's Compensation# 6N-UB-934J354-4-97 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO OFF CAPE. wE HAVE HIRED AN OFF CAPE REFUSE CO. 1 SIGNATURE */i` -� DATE 614, BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) HOLLY MANAGEMENT & SUPPLY CORPORATION 297 North Street Hyannis, Massachusetts 02601 (508) 775-9316 FAX (508) 775-6526 June 21, 1996 Town of Barnstable Dept . of Health, Safety & Environmental Services Building Div. Hyannis, MA 02601 Re : Demolition Permit 765 Main St . , Hyannis former N.B. I .S. Bldg. West End Rotary Dear Sir/Madam: In connection with the referenced matter, please find enclosed the Permit, check for the fee, and Workmen' s Comp information. The gas has not been turned on since we have owned the property and we will be selectively shutting off the main switches for the electric in various parts of the building as we start our renovation. Very truly yours, S- u�art A. Bornstein jk Enclosures The Commonwealth of,fassachusetts f Department of Industrial Accidents 600 Washington Street %. Boston,Mass. 02111 Workers' Compensation Insurance Affidavit uarnr 1pClti r m- 61 • hr ❑ 1 am a homeowner performing all work thyself. ❑ I am a sole proprietor ttttd have no one working In any capacity ❑ I�Jn an employer providing workers' compensation for my cmplovees working on this job. J fampanv naMe: ❑ I am a sole proprietor,general contractor,or homeowner(cinde one)and have hired the contractors listed below who have the foliowinc workers' compensation polices: fliMl7tlny naMe: city: h6ae-# insurance co. ' '»ti41cy'1# A iDro tan SDFFIELD MGMT. . addre.x • 2R7: NORTH ST. HYANNIS, MA 02601 ' ' ptiene'K-(508) 775-9316 ' an9urance co. THE TRAVELER$ . '. • '•`••` � ' � • liolicy0•6N-h~B-934J354 4 97 ' F'ei:cre to a:curc toverage as regeired*Eder Section 29!of NIG1.152 rAa IeaJ to Ms itnpositioa of criminal penalties o[a flue up to$1..500.00 aaQ�or nee years'impritounrenl as well As civil prnallict in the form of a STOP WORK ORI1EIt anJ a line of�1U0.00 a day against me. 1 understand That a copy of this statement may be Mrwardal to the UMi.l.of ravntiaatinns of the VIA fur coverage verification. I do hereby certiJ},under the pains and pena/tPes ofFerjyry that the information provided above it true and eorr=. Signature Datc 6/21/96 Printnurttc STUART BORNSTEIN Phcnc# (508) 775-9316 n('(icial use Only do not write in this arcs to he completed by city or town otficio city nr town; ptrmi(Aiccnac M 70oaird tment O 0 check irimmediate rchponac is required Oiceen,contact person: pbnue p; n ���N 1ERK TOWN OF BARNSTAB]LBR '�iAetE. MASS. Zoning Board of Appeals 'g j JAN 14 PH 4 11 Jaffrey Frederick Komenda ............_..__._.__......._.............._ __ Deed duly recorded in the .-___....; ___.._... Property Owner County Registry of Deeds in Book .._._._.. _ .... Same ........................................................:._........._...................................................._.._.... Page ......................... ..............._.._.._.._...... _ Petitioner ` District of the Land Court Certificate No. - ' ......_._......_. ................... Book ................. Page ._.__..._..... 1986-93 AppealNo. _...............................................__...._..._._. ................................................_._..........__.......... 19 FACTS and DECISION Jeffrey Frederick Komenda October 15, 1986 Petitioner _ ..._. __.__._.... _ _. . ...____ .__...._...._ _._. filed petition on ..........................................._. requesting a variance-permit for premises at 765_West Main Street n in the village (Street) of .........Hyannis adjoining premises of (see attached list) Locus under consideration: Barnstable Assessor's map no. ......'.49/49.-1...._•_. iot no. __ ......_... Petition for Special Permit; ❑ Application for Variance: ❑ made under See. _................................................................ of the Town of Barnstable. Zoning by-laws and Sec. ................................................_..._......................................._...................... Chanter 40A., %Iacc. Gen. Laws for the purpose of __..to construct addition to existing ,real,.„es,tate _ Locus is presently zoned in......_.._................._._._.Highway Business totice of this hearing was given by mail. postage prepaid, to all persons deemed affected and by publishing in Barnstable Patriot newspaper published .in Town of Barnstable a copy -of Nvhich is attached to the record of .these proceedings filed with Town Clerk. A public bearing by the Board of Appeals of the Town of Barnstable was held at the Town Office Building, Hyannis, .Mass., at 8:00 XP.b1. October 23a._...._..__....._.._ ]6) 86 upon said petition under zoning by-la«-s. Present at the hearing were thy- followin- member;: RichardL. .... __........._ ....._........�.........._.........._.... ..............A��...............€....... .....$..........._............ Chairman Ronald Jansson James McGrath At the conclusion of the hearing, the Board took said petition under advisement. A view of the . lcra-as was made by the Board. 1 I Appeal No.__ 1986-93 Page of January 8, .••..• 14 8....._..... The Board of Appeals found On _._______ ___..-._ __. __ ............._. Attorney John Roberts represented the petitioner who is requesting a Special Permit under Section G, (B) of the Zoning By-laws to construct a 416 square foot addition to the existing 1100 square foot real estate office located on the south side of 765 West Main Street, Hyannis in a Highway Business zoning district. The addition to consist of four rooms for computer use, con- ference and storage area with no change in use of the premises - Plan drawn by Levy & Eldredge Associates, dated November 28, 1986 has. been submitted indicating parking spaces, existing dwelling and proposed addition (#1025) . Ron Jansson made the following findings: that the proposed Plan, in terms of the proposed addition, would be an over intensification of a small lot, there is no space in which to locate the parking, which would be a reasonable use of the lot, without somehow affecting the access to the lot. Based upon these facts, the granting of a Special Permit would not be in the best interest of the Townspeople, in that the addition as shown would be substantially more detrimental than what currently exists, in view of the additional traffic that would be generated and in view of the poor parking. Accordingly, make a motion to deny the petition - the motion to deny was seconded by Gail Nightingale. Richard Boy, Ronald Jansson and Gail Nightingale voted to deny the petition for a Special Permit based on the above findings. Luke Lally and James McGrath voted to grant the relief sought by the petitioner. The petition for a Special Permit is denied with three negative votes of a five-member Board of Appeals. nn SS _ �7- Clerk o; the oNN of Barnstable, Barnstable !A County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Board of Appeals rendered its decision in the above entitled petition and that no appeal of said deeision has been filed in the office of the Town Clerk. Signed and Sealed this ....LZ%....... da}- of .................... 4.-3........................._.......... 1f1 ?............... under the pains and penalties of perjury. Distribution:— PropertyOwner ................................................._................................................. Town Clerk Board of Appeals Applicant Town of BarnstablN ` Persons interested c--� Building Inspector Public Information By .._ _____...................... Board of Appeals Chairman TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY - FIRST FLOOR ONLY PARCEL ID 290 098 GEOBASE ID 19658 ADDRESS 765 MAIN STREET (HYANNIS PHONE Hyannis ZIP LOT BLOCK LOT SIZE' DBA DEVELOPMENT DISTRICT HY PERMIT 18833 DESCRIPTION PRUDENTIAL SECURITIES (BLDG PMT #17603) PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: - Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 Ox ( CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE * �' * Bd1RNgrABLE, # MAS& OWNER HOLLY MANAGEMENT, ,i639' A1� ADDRESS VILLAGE MARKET PLACE FDMI`►I HYANNIS, MA BUILDINN, UV4 BY tom/ DATE ISSUED 10/25/1996 EXPIRATION DATE TOWN OF I3ARNSTABLE BUILDING PERMIT PARCEL ITS 290 098 GEOBA 3E ILA 19658 ADDRESS 766 MAIN S'rR.9ET (HYAt4NIS PHONE 11yanni- - LIP - WT 13 LOCK LOT SIZE _ —_—_-- DB DEVELOPMENT DISTRIC'..- HY PL:RMI`i' 1'7603 DI.SCRIPTION PRUDENTIAL SECUPUT'TES, I'NC. PET MT TYPE' BREMODC TITLE, COMMERCIAL ALJ'/CONV CONTRP,CTOR.S: "VORNEeP. CONSTRUCTTON COMPANY Department of Health, Safety and Environmental Services POND $.OU $280:,000.0G. qA '7 GIs;N'` U. ./N0NHSKP ADD/CONY PRf.VATE P MASS. 0WN,EIN HOLY MANAGEMENT, 039. AQ� ADliii' V�r L�Gt; '`1AI'KE`!' PLACE �ED BUILDING I),IVISIO H`{ANN 1 S, MA BY /%-� ' � GATE .'SSUED '08/29/1996 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING IN APPROVALS ELECTRICAL INSPECTION APPROVALS Gj Z of /16� �1 �o •b�,oz�iv�jdee7.✓�i 2 2� A �� o � 2 .�tr�vrsiOV& 3 ild HEATINCp INSPECTION APPROVALS � ENfaINEE� KAINIEN��� 2 6-12 8-9 1, BOARD OF HEALTH [fS OTHER: SITE PLAN REVIEW APPROVAL JAI WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. Assessor's 'map'and leg"i mber ; ,� � �� _ �= Z� — 7 EPTIC SYSTEM MIDST BE 4 ,- r INSTALLED IN COMPLIANCE r Sewage Permit ,number C .. . . 'l: � f ? WITH ARTICLE II STATE C`I CF IHE SANITARY CODE AND TOWN ' TOWN OF BARNISTORLE SAHB$TAILE; 9 "6 }i BUILDING--IN-SPECTOR ' e �E�MPY a' tr' �. •� � Ar.APPLICATIONTFORPERMIT TO .. 9.y"aXz/v�IYI•.6!/.•..(l�! .• .P�il� .... .s' /�1 ,� \ •TYPE OF CONSTRUCTION. ............................................. .............. .. ...................... ................ :. `. till ............................�.2./ 19.(...1.. TO THE INSPECTOR OF BUILDINGS: The undersignedhereby applies for a permit according to the following information: Location .................. d.t......... fJ y�.Y, .%�et .......................................................................................... . , / ..................... ................................................................ Proposed Use ..... ....,�..��� 1 ...Q... ... ...<..�.��................. .. .. . 7 Zoning District ................... ...... ....................................Fire District .. . . . . . . i17/E�................ ............................. � 0 Name of Owner % J'� d?f ...: .. ..... . fir?/1........ ddress .... .......�� } /..r1..�✓ ..:.. J': ` .. f � �J o r Name of Builder .. f�l�i ,l, " rylf .. Address .a�41........ ....... Name of Architect .. .. L . ...17 6.� ...Address ,<4'?� td��.y . ... ... .(;t `�. 1 Number of Rooms ............ ............................. ...................Foundation .... / C�. ................................ Exterior � j�il.Tr. fi�,!.{.. .......Roofing ..... ... .. ../.t�y !................... Floors ....... �..... L ,+�?�� ........Interior ......................... ................ :. .... Heating .............................................................Plumbing ...pll . . .® � l>Z�!� ............... Fireplace .........e ................................................................Approximate Cost .°...1/.. ..4...v.` ................................... Definitive Plan Approved by Planning Board _______________________________19________. Area +;.'2j0.(.v��................ Diagram of Lot and Building with Dimensions Fee .......... SUBJECT TO APPROVAL OF BOARD OF HEALTH i I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .. .� /� y � �1............ Hyannis Co-operative Bank 19079 add/toankl No ................. Permit for ........ ......... ................. ........... ......... ........................ . .......................... Location .........Ma.in.S.t..r..e..et .............................. VI 4 .. .........................Hyannis................... ............. I.Ay Owner'-... < Type of-Construction ..........PW9;!NY................ ............... ............................................................... Plot ........ ......................................... Lot ............ kril 4 Permit Granted ..............p........... 19 77 Date of,Inspection .......................4oy.......19 Date Completed .......... . ...... ........ .......19 PERMIT REFUSED Ile .................................................... 19 Jr_ ............................................................ .................... 41 ......................................................... ................. .......................... ........................ ................... w .......................................................).r........I 4,k.. [�, IF, Ap'roved ................................... p Z ................................................................................ 66. ................................................................................ The Conunonivea1111 of Massachusetts •«:ii Drpartnl nt of Industrial Accidents OMeo11,70S ff.91 11s 6111) Washington Street ': Boston.Alas• 02111 Workers' Compensation Insurance Affidavit �rnhcant information• 7 __Please PRINT legibly ,., name• location- mow. phone>Y rl I am a homeowner performing all work myself. 1 am a sole proprietor and have no one working in any capacity ra.:•..m...,r''^"--••--`-1!--N';—:.DES-"R'Aec�rr-.i.lRT..�. .T' F �I am an employer providing workers' compensation for my employees working on this job. company name: �411r�-e�® Ct'�{nS�sr► t�ltSsl �G address: 1;0 ( S 4D, 'c:;+ it i+ot1 L 11 1 6 nn (60?') 74-7 L'I WZ_Z62100¢1'72 743 insurance o. �Qi� ���� ' lie # We 1 &o4321 013 II am a sole proprietor. general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: companv name: address: city phone#: - insurance e0 policy# _ • � - • _... ur.R•«� -.nloab'=^f.r':.'T'R"af�t.RT"'._._ �T.-•!:..rf•+'•}\�^,��Tir7�ww••�.T.':.^,`:�M•,! :':r_:r•+a?.•,�..!nfi.'�"•'.'�t� cominnv nnmc• address- city. phone#: - i ttacur•tncc co policy# Attachadditionalshctfiftiieessa ��%...Wcs'_a p,'t` .lr cpss?'c'r �•.;�.•<'.•ir.•`i .+• ++��.�•• f��."z!"'�"' �' �'� _7'.+` r�,�._ _- •-- ---- .�::_::�:�._�_. mod.• r�.�e.����-yvcrsYsc.�e..r.:�:.z..a. Failure to secure coverage as required under Section 25A of li1GL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 andior one years'imprisonment as well as civil penalties in the form of a STOP NVORK ORDER and a fine of S100.00 a day against me. 1 understand that n cope of this statement may be forwarded to the Office or Investigations of the D1A for coverage verification. /do bereht certifj it er t i•pai is ai penalties of pL jun that the information prorided above is true an correct. Sicnature Date _ f I r— Print name e C4 L' V»ST�f `1 l' Phone#, 24-7 5-s4 a�ofricial use only do not write in this area to be completed by city or town official y city or town: permit/license# 7'0MgDpartBuildin ement OLicensing Board (]check if immediate response is required QSclectmen's Office ` [311calth Department contact person: phone#• ri011ier (rcs,sed a;9s PtA( 3 • . J Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an einploree is defined as every person in the service of anothcr,undcr any contract of hire, express or implied. oral or written. An emplorer is defined as an individual, partnership, association. corporation or other legal entity. or ally two or more the foregoing enga�_ed 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 hous or oft the arounds or 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 renewal 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 Ila, been presented to the contracting authority. 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 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 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. ._. _...., .�-).,..•�._i .� ..q,.. ewr..'�w..r�!.�1wa,.Jwl..�� _ nye .ly — 777,771 Cin- 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 contact you regarding the applicant. Pleas be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of investi_ations 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. Tile Department's address. telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street ., Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 �v Certificate of Insurance THIS CERTIFiCA7E IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON YOU THE CERTIFICATE HOLDER.THIS CERTIFICATE!S NOT AN INSURANCE i POLICY AND DOES NOT AMEND,EXTEND,OR ALTER THE COVERAGE AFFORDED BY THE POLICIES LISTED BELOW. IF This Is to Citirtify that TURNER CONSTRUCTION COMPANY Name and LIBERTY THE TURNER CORPORATION Address of MUTUAL 375 HUDSON STREET Insured NEW YORK, NY 10014 is, at the date of this certificate, insured by the Company under the policy(ies) listed below. The insurance afforded by the listed policy(ies) is subject to all their terms,exclusions and conditions and is not altered by any requirement,term or condition of any contract or other document with respect to which this certificate may be issued. RTIFICATE EXP.DATE i CONTINUOUS TYPE OF POLICY EXTENDED POUCY NUMBER LIMIT OF UABIUTY ®POLICY TERM COVERAGE AFFORDED UNDER EMPLOYERS LIABILITY WC LAW OF THE FOLLOWING iy Injury By Accident Each STATES: $2,000,000 Accident WORKERS 1/1/94 WC2-621-004172-743 CALIFORNIA Bodily Injury By Dis�COMPENSATION WC1-621-004321-013 ALL STATES EXCEPT Patq $2,000,000 Limit MAINE, RHODE ISLAND Bodily Injury By Disease AND STATE FUND Ea& STATES $2,000,000 Person GENERAL UABILITY SCHEDULE LIMITS OF LIABILITY 1/1/94 "-,RG2=621 t004321-023.. CLAIMS MADE r 1. COMBINED LIMIT EACH OCCURRENCE $2,000,0001 RETRO DATE PERSONAL INJURY AGGREGATE $2,000,000 1 ®OCCURRENCE PROPERTY DAMAGE AGGREGATE $2,000,000 COVERAGE INCLUDES PREMISES-OPERATIONS, INDEPENDENT CONTRACTORS (PROTECTIVE). BLANKET CONTRACTUAL, COMPLETED OPERATIONS, BROAD FORM PROPERTY DAMAGE, PERSONAL INJURY AND XCU HAZARDS. AUTOMOBILE UABILr Y AS2-621-004321-033 Each Accident-SingleUnit- (ALL OTHER STATES) $2,000,000 B.I.and P.D.Combined ©OWNED AS2-621-004265-393 (CA, NY) Each Person 1/1/94 AS2-621-004265-083 ®NONowNED (HI,VA) AS 2-6 21-004041-7 6 3 Each Accident or Occurrence ®HIRED (TEXAS) AS 1-6 21-0 04 2 6 5-6 0 3 Each Accident or Occurrence OTHER (PUERTO RICO) UMBRELLA EXCESS $8,000,0.00 COMBINED SINGLE LIMIT LIABILITY 1/1/94 RT1-621-004172-833 OVER UNDERLYING LIMITS ADDITIONAL COMMENTS * IF THE CERTIFICATE EXPIRATION DATE IS CONTINUOUS OR EXTENDED TERM,YOU WILL BE NOTIFIED IF COVERAGE IS TERMINATED OR REDUCED BEFORE THE CERTIFICATE EXPIRATION DATE. HOWEVER,YOU WILL NOT BE NOTIFIED ANNUALLY OF THE CONTINUATKNd OF COVERAGE. SPECIAL NOTICE-OHIO: ANY PERSON WHO,WITH INTENT TO DEFRAUD OR KNOWING THAT HE IS FACILITATING A FRAUD AGAINST AN INSURER,SUBMITS AN APPLICATION OR FILES A CLAIM CONTAINING A FALSE OR DECEPTIVE STATEMENT IS GUILTY OF INSURANCE FRAUD. NOTICE OF CANCELLATION: (NOT APPLICABLE UNLESS A NUMBER OF DAYS IS ENTERED BELOW.) BEFORE THE STATED EXPIRATKd DATE THE COMPANY WILL NOT Liberty Mutual CANCEL OR REDUCE THE INSURANCE AFFORDED UNDER THE ABOVE POLICIES UNTIL Insurance Group AT LEAST 30 DAYS NOTICE OF SUCH CANCELLATION HAS BEEN MAILED TO: CERTIFICATE HOLDER I :AUUMORIZEO REPRESENTATIVE NYO DATE ISSUED OFFICE- rhis certificate is execuleo by LIBERTY MUTUAL INSURANCE GROUP as respects such insurance as is attordeo by Those Companies gS 72R6 r �+ ;� 7z;-;35� Restricted To: 00DEPART CONSTRUCTION PUBLICNT Of y � �J SUPERVISOR 00 - None .� Humber: Expires: 16 1 & 2 Family Homes Restricted To: 00 Failure to possess a current edition of the Massachusetts State Wilding Code RORALD J MACLELLAN is cause for revocation of this license. 250 SBAPIRB RD CHATHAM MA .02650 i �` Assessor's map.and lot number 1` / A�C'j �_ _ 2 _ z,A _ 7:....:..........,....�......... • r , Sewage Permit number ................. °`?"Er°�y TOWN OF BARNSTABLE � f BaaasTsnis, S M6 BUILDING INSPECTOR 0 NPY{Ir• i APPLICATION FOR PERMIT TO ..... .:...... .................................................................. .......,.................... TYPEOF CONSTRUCTION ..................................................................................................................................... .................................. ....19.7tf... TO THE INSPECTOR OF BUILDINGS: j The undersigned hereby applies for a permit according to the following information: µi Location ..................:fir.: .:.:!: ..... :............✓./ ..?.%•..... ..:..',........................................................................................... Proposed Use ..................... ....... .I r? .....r► .1............................................................r" .. 1�3 Zoning District ..:.. .......Fire District .....................r i........................................................ e !9 Name of Owner .%�!^� �.. ...........Address ! ,/✓..............1 .... .....7....S .... Name of Builder .- �'l .i �. i,�7l:td�l/ t 1/Address .. !lfr. ��!?...... P�9, it? <� r , ....................... Name of Architect��.......'rofyPG/ /'r�S!�/'1.4. ...Address , ��`A4S,f C'�1.1..�iC.�` w ��'C,' ..........!`S ..... �-� ,Number of ,Rooms ..............................................:...................Foundation ................:.:.............:..,........ f r L /,I / SS s�: MI5/?vj Exlerior .....!?...11..e�Fe ... �•.1 ? �?ll:.......:.` Roofing .......... .......... Floors .................Interior ...................... Heating Plumbing Fireplace ...... _ .f.....................................................................Approximate Cost . 1 J..?r..7 ............................,.... ,.,.. Definitive Plan Approved by Planning Board ________________________________19________. Area .-...!�..7w...... . Diagram of Lot and Building -with Dimensions Fee { - � SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding 'the above r construction. Name ........................ .......... ..................................... uyauuxio Co-operative Bank , . 1907" wuu VB ' ' . . ' . . Malo Street Location .......................................... —..-------. ------.. -----.. . Type of Construction -----du—.. ����r— "^� . — / --.---.---..—.---`-----^----- � . \ . \ ' Plot ............................ Lot ................................ . \ . . \ - . ' / Permit Granted --' Amr�l../�-----lV 77 _ ' Date of Inspection ---.--------.lg . \ . / Do/a Completed -----.-------lV ^ ' , , ^ ^ ' ' PERMIT REFUSED � ^ � 19 . . r ��� � —_..L .�^�-- / — ' -_--.��—.—~— . . . ..—.�--------- . / | . .i ^ ` ' ''.—^~^'—^—'---'f---------'—'~—^'— . . . Approved ................................................ lA . ^ . -------'-------^^'''^^--'--''---' . . . ---------------../------.—...,,. . ' . ' 10 ..�-....—..}.��.y-�•.�-e1 i•..,.f y,�,,,1,�`s'V^'!,^.•.-•+7 �'^Y' _ •'"fi'4•`'..Y_•w.Trv.` l 'i'•.�C'���1r '�7'JC.. 't•R��•.,,(yl� „�.-y4� �.. �y- �.,_r J�r,^'7T.�X:.. �4:.:r:•..��,�,,,_� ...i. 4. -.T-r� Assessor's map and lot number �Q.-. Sewage Permit number 0 ? .. Qy0*T"ET°�. TOWN OF BARNSTABLE $ASBSTAILE, i "6 9•a' BUILDING INSPECTOR oo� �0 'E�MPY APPLICATION FOR PERMIT TO .... �)A .a f° 1�� /� �' � a .: .......... TYPEOF CONSTRUCTION ..................................................................................................................................... TO THE INSPECTOR OF BUILDINGS: —The undersigned hereby applies for a permit according to the following information: Location .....� / T' /��,�� AV .5T P f�7— {/f'��f/i//II% ............�A.. ProposedUse .................... 1..I._.............................................................. Zoning District ............... ...............................................Fire District ...........:�`�a.:�..�1X�, ` ............................. r P v W.A i � v r /,�l/,,� ,//1//:s �/ .............. Name of Owner ....,,+��f/�t•I,-��...!��1-�••��?.�.5.'...�. �.A�!...Address ....:............/.....:...:...........,................................. .......... r Name of Builder ;!?<'•!!!•}//'/�A(57... d.:.1. (/t"........Address .......:.. :. '>. a.k....�� ... i�1sv?JN/,..�... �- Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation .............................................................................. Exierior ...................................................:................................Roofing .................................................................................... Floors ......................................................................................Interior .................................................................................... Heating X'•eA%Az�- ...�Al...:..........................................Plumbing .� , D/�O Fireplace .... ..... .... .........................Approximate. Cost .........�.�:.....,.........:. � 'd Definitive Plan Approved by Planning Board ________________________________19________ . Area .......................................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH / it Z a I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. \ Lo W�u 1.CN-- Name ..` :......... /r Hyannis Co-operative Bank 17624 add to Bank No ................. Permit for .................................... AU ..4..................................................... Wtoof Main Street Location ............................................................. Hyannis ............................................................................... Owner ...........Hyannis. . . . ...Co.-.operative. . . ...Bank .... . .... . . .... . . ...... . ........ ........ Type of Construction .........ma.......sonry.......................... ................................................................................ Plot ............................ Lot ............... Permit Granted ......4x l...1........ ... . ...V975 Date o71n n ................ . .......19 Date eted ....... . .. .... ..................19 PERM REFUSED ' ........ .................. .............................. 19 \ .......... ..... ................... ............................... �\ .......................................... \� ............................................................................... ............................................................................... Approved ................................................. 19 ............................................................................... ............................................................................... OP Assessor's map and lot number ...................... ......• OPTIC sY T °._ INSTALLED Sewage Permit number 0AW-V1. G�l/.:. J �5��_Z Wi a I 1 e E SALTY Co , .. p TOWN T QOF?HETD�y TOWN OF BARNIE i 33ARX9TADLE, i "6 q . am •� BUILDING INSPECTOR � ar°'' BUILDING r APPLICATION FOR PERMIT TO .. TIT?&.s LTFR ..... .......... TYPEOF CONSTRUCTION ..........................................:........................................................................................... ..............19.2 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .....�/..�. c5T.../.�,�'!./�........�T -ee:r........ y/��//�1� ............ :.............................................. ProposedUse ................... A ..............................................................................................I......................... � ZoningDistrict ................C. ...............................................Fire District ........... aA,. ........................................ o W //*,I/S1. ,�41i�.. Name of Owner/�!�/.��/.,�..�.:'....r�i��l.T/.........:8!��...Address ...:. . .. .. :..... ............ Name of BuilderIV49Cz/.,ey.COA 5.7.....��. ,.Z-.IkC.c.......Address . -... :.1 .0 .1C...112..WVt... 1X11U'1j:...1I.A Name of Architect ..............................Address ..:...................................................... .................................... ........................... Numberof Rooms ..................................................................Foundation .............................................................................. Exterior ....................................................................................Roofing .................................................................................... Floors ..................................................Interior ....................................... .................................... ............................................. Heating �1 . ....,..........................................Plumbing Fireplace ..................................................................................Approximate Cost 'f., i.D®o Definitive Plan Approved by Planning Board ________________________________19________. Area . . .......................... Diagram of Lot and Building with Dimensions Fee .. . SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .C� .... ............ I. Hyannis Co-operative Bank No ="" to Bank � ------1��1�../�- ' � /L�� ��—'��v7 -- ' Location ........ ------' --------jiy.,�nn.i.�-------------. ' C^wne, ........... .. tive..8aok j Type of Construction .........YMg9AKY................. 8 | --------'------------------ Plot ............................ Lot ___________ � Permit Granted ---'JW�z�l—1 --'7V 75 / Dote of Inspection ---lA ' Dote Completed 'y�/---------]q ' ` PERMIT REFUSED ` --_—.----------------. lA \ . . � ------------^-----------'--' —'---'-----^-------'-------^— � | , .—.---..------....~..----....--- ' / ---.------...---.—.—...—.~--.--. . Approved ---------------.. 19 ' ` / —.----------------.—.---..---. ` . . ---------------------^^---'^ � � �� 1 .. .. ... ... ... 4"WHITE :. BORDER FRAME : rc 4 3/4 ' 8 NOMINALIle .F CAP SHOWN v 1235C 298C ROCKLAND a TRUST : . z v= ► a U . WOOD OR SHOWN AMPLE m F J j GENERAL NOTES: MDF P SUBSTRATE 6�hr AS EX ONLY. o v {{�� A�h.7 m -.ALL PAINTS TO BE TWO-PART.POLYURETHANE BY —- z MATTHEWS OR APPROVED EQ. _ 3 c' � - • kin � g -PAINT INTERIORS OF ALL CABINETS WITH SPRAY-LAT x [ Y STAR BRITE WHITE LIGHT ENHANCEMENT PAINT. (RECOMMENDED) R4 � ALL STEEL COMPONENTS P ONENTS TO BE PRIED WITH ZINC ALL INHIBITOR (RE - OR AD EQ.Roc ID w ELECTRICAL WORK TOMEET OR EXCEED U.L. 4 ° M 5 4 REQUIREMENTS. NOTE: FINAL SIZING FOR ALL STRUCTURAL MEMBERS(i.e ONNECTION BOLTS,ANCHOR BOLTSSFOUNDATIONTS AND REINFORCEM NT)TO BE SIZED BY A LICENSED ENGINEER TO MEETOR EXCEED ALL APPLICABLE LOCAL, - - y a _ Qarnl��rnlg w STATE;AND FEDERAL CODES. arEa ' I NOTE' FABRICATOR IS RESPO LE FOR THE Ole �u • �• , ac RA w v PREVENTION.OF ANY LIGHT LEAKS.NS' u SIB LE } NOTE: LEADS FROM BACK OF ILLUMINATED LETTERS/ f W i'rrr A g:uJ SYMBOL SHALL BE A MINIMUM OF 6-0"IN LENGTH Co MEASURED FROM THE BACK SURFACE OF THE LETTERS/ m ~ SYMBOOL .- - - tj S SPECIFIED .. n J VINYL FILMS TO.BE 3M A ED BELOW.O w a0 MATERIAL SPECIFICATIONS:.. Lu Y. LAYER 1 F- WHITE.. ROCKLAND BLUE-PAINT TO MATCH PMS#288c SATIN UE_ c I FINISH: ROCKLAND LT.BL -PAINT TO H PMS.#2 ... -. .:: .:. SATIN FINISH. -�+ ROCKLAND YELLOW GOLD-PAINT TO MATCH PMS#1235c SATIN FINISH:. ROCKLAND SILVER-PAINT TO MATCH 3M VINYL FILM #7755-120 GLOSS FINISH. VINYLS: f ' .'BLUE 3M.VINYL FILM#3632 157 SULTAN BLUE 10' Custom Pylon_. Side View A VERTICAL SECTION _ BLUE(VQ13323) LT.BLUE 3M LT 1 SCALE: 3/8"=1';0" Z SCALE:3/8"=1'-0 SCALE: .11/2=1'-0" -SIL -3M VINYL M#7725- SATIN ALUMINUM _ — YELLOW GOLD" 3M VINYL FILM#3630 125 -SILVER YL.FIL 120 S MINUM _ NON ILLUMINATED POST AND PANEL , These.documents are for design intent and shall be used only as a guide to produced under an architectural services agreement.These drawings are part of Client: ROCKLAND TRUST S O!., produce the finished sizes,appearances and functions shown.Nothing an.originel unpublished design by Monigle Associates,Inc:The detailing and .. _. contained in these documents shall be construed as a design for any information contained on these pages shall not be reproduced,copied or utilized lot Number: 1015.006 engineered element. The fabricator/contractor shall be responsible for all except for the specific project for which they were created,without previous' structural,electrical, mechanical and foundation engineering.See General written authorization from Monigle Associates,Inc.,©Monigle Associates,Inc. '. Drawn By: BR$ . Specifications for additional requirements.These documents were not "All Rights,Reserved" 150 Adams Street-Denver,Colorado 80206 ei:'0 g mon��le �� �. i i SITE 00787a HYANNIS E 765 Main Street Hyannis MA 040518 TRUST d I 21'-4 1/2" E 2'-0 1/4" IOCKLANDTRUST Banking I Lobby Hours { Monday-Friday 9,00am-4:00prn • • , ' ' 1235C 2 V V C - - Saturday&5undaY ClosedTRUST 1 • • Drive-Up Hours .. Monday-Thursday 0:00am-0:00prn ' - - - - Friday _ 0:00am-0:00prn - - Saturday 0:00am-0:00pm ROCKLAND T R U S T Banking /� Accessible Entrance Banking 4V Exit Only Thank you for banking with Bank Bank Customer Banking Entrance Entrance ParkingRockland Trust Clearance 0'-0" Drive-Up Drive-Up 8 Banking & ATM ATM } 9 I 6 7 Thankyou . bankingDrive Banking & ATM . . I _ Customer Parking • • , ., 0:00pm 3 Transaction LimitFDIC I ` 0:0 00p 1. . Rolled SatUrday ..0a 0:00pin 10 i This information and.Content is prepared as the result of a.Design Services Agreement between Monigle Associates and their clients.The,information and Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific.project and client for which.they were created;without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to producd the finished sizes,appearances,and functions.Nothing contained within the information or Content provided I by Monigle Associates shall be construed as,a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering to meet or exceed all local,state,national or other applicable codes.The information,Content and support documentation was not produced + under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor isto verify all dimensions,copy,spelling,fit,electrical, I servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication. i 1 EAXTER NYE ENGINEERING 6L SURVEYING Rockland T 13AXTER NYE ENGINEERING & Site Development l a n s SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street— 3rd Floor 765 Main Street Hyannis, Massachusetts 02601 Hyannis, MA 02601 - - - Phone- (508) 771-7502 Fax- (508) 771-7622 www.baxter-nye.com Applicant: Engineer/Surveyor: Rockland Trust BAXTER NYE ENGINEERING&SURVEYING 288 Union Street Registered Professional Rockland,MA 02370 Engineers and Land Surveyors STAMP STAMP 78 North Street-3rd Floor,Hyannis,MA 02601 Phone: (508)771-7502 Fax: (508)771-7622 ATTN:Matthew Eddy CONSULTANT �p SITE Issued for: Site Plan review (04/07/2017) 4. CONSULTANT P Job Number: 2017-010 r PREPARED FOR: PLAN SHEET INDEX Rockland Trust 288 Union Street d@@H,%Nap 9 _ 29V No. DRAWING TITLE Rockland, MA. 02370 C 0.0 Cover Sheet C 1.0 Legend and General Notes PROJECT TITLE C 2.0 Existing Conditions Plan 765 MAIN STREET C 3.0 Layout and Dimension Plan Hyannis,MA. C 3.1 Tower Turning Template Plan C 4.0 Grading&Drainage Plan C 4.1 Stormwater Details and Notes C 5.0 ,Utility Plan C 6.0 Details C 6.1 Details C 6.2 Cultec Stormfilter 330 Details C 6.3 Cultec Recharger280 HD Details NO BY DATE DESCRIPTION .. _ SHEET TITLE Cover Sheet SHEET NO i - CO.0 - D ATE: APRIL 07, 2017 SCALE: DRAWN BY:SO CHECKED BY:UK _ JOB N O:2017-BDV F 1 L E:pl]-009-4Y LE<Ep AnA GENERAL CONSTRUCTION NOTES BAXTER NY !SAL •(ALL REFERENCES TO•CONTRACTOR'SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB-CONTRACTORS.) 25.ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED E=r PROP DEW PPLCIP MMN ABMOCN SLOPES ON WALKWAYS SHALL BE LESS THAN 5R AND ALL CROSS SLOPES G 2R. ENGINEERING &.SURVEYING 1.ALL WORK&MATERIALS SHALL BE IN ACCORDANCE WITH MASSOOT, HIGHWAY DIVISION, THESE ARE MAXIMUM SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN •G�• PROPERTY UTE DRAINAGE LSE AN ADJUST STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES(MASSDOT-SSHB),AS CURRENTLY ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S.ACCESS BOARD. APROX APPROXIMATE AMENDED,UNLESS OTHERWISE NOTED.IF THERE ARE CONFLICTS IN ANY OF THE AMERICANS WITH DISABILITIES ACT&COMMONWEALTH OF MASSACHUSET S. BAXTER �/ PROJECT LIMIT LINE. -m- OVERFLOW DRAIN SPECIFICATIONS OR PROJECT DOCUMENTS,THE HIGHER STANDARD SHALL APPLY. ARCHITECTURAL ACCESS BOARD. BAXTER NYE GO RIIABIab em an ^---- Td61T--0E-WAY/PRRFRiY tAE - S- -RD- ROOF CRAM GO R SA Al WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM OJ ALL CODES AND STANDARDS, RE FINAL REVIEWED LAYOUT AND STAKING OF ALL PROPOSED FEATURES ANDESE GRAVING PRIOR T BE ..-..- -..-..- EASEMENT -S - -S - g.�LDE AS CURRENTLY AMENDED,WHICH ARE APPLICABLE TO THIS PROJECT. ALL WORK SHALL REVIEWED IN THE TON AND APPROVED N. THE OWNERS REPRESENTATIVE SHALL NO PRIOR TO ENGINEERING & BOC BDRRI ff CUB FURTHER CONFORM TO SPECIFIC REQUIREMENTS,SPECIFICATIONS,ORDINANCES AND ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SH TI NOT ADJUST OR ----- BUILDING S1:IBAIX -DRw- -OHw- OVERHEAD ELECTRIC,TELEPHONE&FIRE MARK BOS B0T101 OF gCFE INTERPRETATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL STATE HIGHWAY BASRM -W - -W - WATER LINE DETERMINATION OF APPLICABLE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH SURVEYING 0,00 BOW BOITOU OF WALL JURISDICTION,SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR,AS SHALL BE THE MAY HAVE JURISDICnON OVER CONTEMPLATED CHANGE. o0° -1 BASELINE FIE PROTECTION UNE Cc COICETE°WTI ANALYSIS OF ALL SUCH CODES AND STANDARDS IN REGARD TO THEIR APPLICABILITY TO THE 27•ALL ELECTRICAL(BOTH PRIMARY AND SECON TELEPHONE,DATA/COM AND CONSTRUCTION LAYOUT - -c - -c - GAS UK OR CAPE DID 1E1N1 PROJECT FOR SECURING ALL APPROVALS AND PERMITS. FIRE DEPARTMENT CONDUITS AND APPURTENANT FE RES REQUIRED BY THE w•.-- -•- ZONNG LDE _E GEE Gate USIRE MONG ALL WORK W SHALL BE THESE PLANS SHA BE PERFORMED AND PROVIDED BY THE CONTRACTOR APPLICABLE UTILITY COMPANY ARE TO BE INSTALLED BY THE ELECTRICAL Registered Professional En - - _ UR UNDERGROUND ELECTING,DATA/OOIIYUNaTRNS LINES GEE ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR CONTRACTOR. TRENCHING,BACKFlLLING,CONCRETE WORK,MANHOLE AND RELATED 9• Engineers --- TOM LINE Em m09M CONTROLBIANET NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. STRUCTURES AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL and Land Surveyors -T - -T - UNDERGROUND DATA&COMHLNGTION LINES CONTRACTOR/SITE CONTRACTOR. ALL ASSOCIATED COSTS FOR COMPLETE EXECUTION ---- STATE LIME CEV ELEVATION OF THIS WORK SHALL BE IN IN THE CONTRACTORS PRICING. -FA- -TAIL FIE AIAHI COST CASING EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS. OF North Street- 3rd FlOar APPLICABLE CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF 28. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. FINAL Hyannis. Massachusetts 02501 _____-- GRAVEL ROAD FIRE&PRICE CABLE EG EQUAL AL 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 E0P__ COP -GTV- -GTV- CABLE TV FDN FOUNDATION - OTHER RIM ELEVATIONS OF MANHOLES,GAS GATES,WATER GATES AND OTHER UTILITIES TO EDGE OF PAVEMENT - FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. - Phone- ($08) 771-7922 FF FINISHED FTaw ELEVATION Fax - 508 RNIDNOIB CUPS E ■® CATCH BASIN(SQUARE OR ROMI CATCH BASIN) 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QLIARnY ESTIMATES AND VERIFYING. - 771-7822 Ixa CCE G8 GRADE TO HIS OWN SATISFACTION,THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION 29.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES www.buxter-nye.com CAPE 000 BEEN RY DOUBLE CATCH BASH GO GLIDE CARS NOT OTHERWISE TREATED SHALL BE STABILIZED AS LAWNS.ALL LAWN AREAS SHALL HAVE A • P. PLy MATERIALS.IN CUT&FILL ESTIMATES E5 WHICH THE CONTRACTOR MAY PREPARE BASED MODIFIED LOAM BORROW PLACED.SEEDED. FERTILIZED, LIMED AND MULCHED UNTIL GRASS PRECAST CQNG CURB '7- CHAIN INLET ¢ GiANIE EDGING ON INFORMATION CONTAINED WITHIN THESE PLANS. WL YR u STAND IS ESTABLISHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL VENT.GRAN.CINB ® ®� MAN MANHOLE HC HANOGIP 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 SM SE SLOPED GRAIL CURB FRENCH C AIN HP HOII PONT LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT CURB,EDGING,BERM,OR OTHER SURFACE THE CONTRACTOR SHALL BE RESPONSIBLE FOR 1� LEAST OF CAB TYPE PLUG/SNB U LANCISCAFE AREA D BY THE RESOLUTION OF THECO CONFLICT.D THE INFORMATION FURNISHED TO THE ENGINEER FOR AREAS SHALL BEmFURTHERATION HAS STABILIZEDBEEN WITH EROSION CONTROL BLANKETS(ENTLY ESTABLISHED. ECB)OF CPES IN UKRLEX OR CESS OF 3:1 ----- SAWOUT Rs► PLs► FLARED END SECTION UP LOW PONT 4.THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY EQUAL MAKHM u HEADWALL MAX MAMMRI COMPANIES FOR OBTAINING CONSTRUCTION PERMITS AND PERFORMING ALL NEW CONSTRUCTION, 30.THE CONTRACTOR SHALL WATER,MOW.FERTILIZE OR OTHERWISE MAINTAIN AL SODDED LAW IIWUI RELOCATION,ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC(INCLUDING UTILITY POLES). AND SEEDED OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS OR OTHER VEGETATED s< SOLID WHEN:In ® CONTROL STRUCTURE MCC MORCUTI;CONOE'IE CARS TTLEPHSN CABLE FIRE AND PRIVATE,WATER. ER SANITARY E. REDSEWER.STORM DRAIN,AND ANY OTHER METHODS ARE ESTABLISHED TO THE SATISFACTION OF THE OWNER OR THEIR REPRESENTATIV YF1110 UPMASS RUNWAY BCAD/ESCUTCHEON FIN LEAD PLUG STAMP STAMP SIT sx SOW YELLOW LINE ® 6 SM1 SEIM MANBLE 5,THE LOCATION OF EXISTING UNDERGROUND SYSTEMS.INFRASTRUCTURE,UTILITIES. 31.THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION - -14 - Mau wE ® ®EN LINE QVm TRAPMIT IN CO(IRAR CONDUITS,AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY NTS NOT TO SLUE THOSE SHOWN HEREIN,AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER,THE BY A PLS TO ENSURE THAT THE MONUMENTATON IS RESET TO ITS ORIGINAL LOCATION. A- EL ENGINEER,OR THEIR REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT BROKEN VElLOW lM: Pa FTEVST CRIOEIE CARS MONUMENTS INCLUDE.BUT ARE NOT LIMITED TO.TOWN BOUNDS,MASS HIGHWAY BOUNDS• swat mW LOCATION,BOTH HORIZONTALLY AND VERTICALLY.OF ALL EXISTING UTILITIES.CONDUITS.LINES. PROPERTY LINE MONUMENTS,IRON RODS,STAKES,CONCRETE BOUNDS.GRANITE BOUNDS AND SLID MIT CHANNIEDNG LINE ® ® WAS MANHOLE PROP PROPOSED AND OTHER BURIED INFRASTRUCTURE AND SYSTEMS BEFORE THE START OF ANY WORK. THE STONE WALLS WITH DRILL HOLES. soR seW SOLID YELLOW CANEU7NG WE DO WATER GTE -PIT PAVED WATER WAY CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE INFRASTRUCTURE,UTILITIES. On °N GUISE YELLOW LUC -„m TAPPING VALVE. Raw E11000 CONDUITS AND LINES EXACTLY. THE CONTRACTOR SHALL PRESERVE AL UNDERGROUND g g STOP LINE &a"RSlFE1[ RDI MOVE INFRASTRUCTURE AND UTILITIES AS REQUIRED. THE CONTRACTOR MUST CALL'DIG SAFE'(AT EXCAVATION SAFETY PRESSURE REDUCER RM FPN01E AND FEET 1-888-DIG-SAFE)AT LEST 72 HOURS BEFORE THE START OF CONSTRUCTION. ALL E(CAVATON MUST FOLLOW OSHA,MASSACHUSE17S AND LOCAL REGULATIONS FOR SAFETY. W +, SALESE CINEC110N R&S REMOVE NO STACK ALL TRENCH EXCAVATION EXCEEDING 3 FEET OF DEPTH WILL REQUIRE A TRENCH PERMIT STEEL GUARD RAC. 6.THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL AT LEAST 24 HOURS AHEAD FOR FROM THE LOCAL TOWN OR CITY PRIOR TO ANY EXCAVATION. Q. g° FOE HYDRANT R17 RETAIN INSPECTIONS BY THE APPROPRIATE AUTHORITY IN ACCORDANCE WITH THE TOWN CONSULTANT WOOD GUARD RAB. o Gr sm TIRED CURE EDONG REQUIREMENTS,AS APPLICABLE SRxXADE FENCE WATER METER DRAWINGS STATEMENT POST DBIGFRi VALVE SGC SLOPED fSNBE CAB 7.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRIVATE,INCLUDING PATH ® ® WILL DEC SE INTO EXISTING GRADE THOSE IN CONTROL OF UTILIEIES NOT SHOWN ON THIS PLAN, (SEE CHAPTER 370.ACTS OF THE CONTRACTOR WILL PREPARE AS-BUILT DRAWINGS,STAMPED BY A MA LICENSED •/`�'�`� r TREE LINE 1963,MASSACHUSETTS)PRIOR TO COMMENCING ANY WORK. PROFESSIONAL ENGINEER(PE)CERTIFYING THAT: 'TO THE BEST OF THEIR KNOWLEDGE, Y@DTORI NG WELL lac 1CP ff a� JUDGEMENT AND BELIEF.THE CONSTRUCTED WORK IS IN GENERAL CONFORMANCE WITH THE -'-'-"- -•-'-'- CHAIN LARK FENCE w TOF TOP OF FOUNDATION 8.BAXTER NYE ENGINEERING&SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES PLANS.' STONEWOGAFIGI CRNHR.VALVE WALL SPIIUQBM HEAD TOES TOP OF ROIL INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. RAY ININGSALE WALL 80 GAS GAN TON TOP ff WAll 9.THE OR.WHERE APPLICABLE.REM*PROPOSED' -USING EXISTING MATERIALS IDENTIFIED ROP.)MEANS WORK TO BE ASS'REMOVE AND RESET p,D USING NEW MATERIALS C O N S U L T A N T E� ® HAY BALES ° I1P TNWGLL INSPECTION) ® ® GAS MEFER DN UNLESS ES OODTWSE mm (R&R). 10.UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION 1.CONTRACTOR SHALL COORDINATE WITH THE CONTRACTOR AL ALL NECESSARY INSPECTIONS AT ---L----- -N- IDNOIR CONTOUR mFE•1 ELECTRIC MANHOLE V43YINFE1D pa1DALTOIi NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY AL FEES AND THE PRE-CONSTRUCTION MEETING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST MAC�� ER ® �C� WO �OBE°Ne POST ALL BONDS ASSOCIATED WITH SAME,AND COORDINATE WITH THE ENGINEER AS 48 HOURS(2 BUSINESS DAYS)AHEAD OF A REQUIRED INSPECTIONS. REQUIRED. 2.AT A MINIMUM,THE FOLLOWING INSPECTIONS WILL REQUIRED: TOP AI SLOPE ® ERFIECIRC MEIFR SmdI A.IINSTALLATION OF SEDIMENT AND EROSION CONTROLS A7 LIAR OF WORK PRIOR TO 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED BOTTOI of SLOPE C LIGHT POLE ACCIP AWAIIALT Calm CORNxAlm METAL PPE COMMENCING CONSTRUCTION. IMPROVEMENTSSHOWN ON THE PLANS DO NOT CONFLICT ANY KNOWN EXISTING B.BOTTOM OF EXCAVATION FOR EACH STORMWATEA MANAGEMENT(SWM)FACILITY. ! ! Fl-OOD UGIT CAP COBUGIED NlY11W PPE INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANYY CONFLICTS ARE C.AT COMPLETION OF INSTALLATION OF EACH SWM FACILITY PRIOR TO BACKFILL G DISCOVERED,THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER ER IMMEDIATELY PREPARED FOR UUMSCAPE LICIT OFF MON PIPE DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION D. FINAL STABILIZATION AND PLANTINGS PRIOR TO REMOVING ANY SEDIMENT AND L BUILDING EROSION CONTROL DEVICES. •° IOU LICIT PPE(SINGLE) OF CHANCE N TYPE OF THE AFFECTED WORK. E BN WALL NEED TO WITNESS A REPRESENTATIVE UTILITY INSTALLATION BEFORE BACKFILL w Rockland Trust ]4 1L4M LOADING N M r LOAM DOCK IX SINGLE LUMIKNRE CAP OORUGTm METAL WE 12 THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR FOR: _ WATER288 Union Street J` DOUBLE LUMIWVRE ALL BUILDING DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HEREIN ARE CONTRACTOR TO PROVIDE BN WITH WATER DEPT.APPROVED INSPECTION Rockland, MA. 02370 ]!am raD OVERHEAD ODOR w C°B ev°UR FOR COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE REPORT --r- T TRIPLE LUMINAVE OUT BUILDINGS. SITE CONTRACTOR SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS BOLLARD W HIM DENSITY PLYEIHIU E CORIBUIGAhD FROM THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR SHALL NOTIFY BAXTER NYE In WIRSIEA PAD WAD LUMINALRE PLASTIC PPE-SYDUIN DIERRt ENGINEERING&SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND G.GRAVEL BORROW SUBBASE UNDER ALL PAVED AND CONCRETE SURFACES(UNLESS T - SIGN J= AIL WALL PACK CN CILB STEP FOR WATER GE ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK OTHERWISE WITNESSED BY A TESTING AGENCY.) WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE H.BN WILL NEED TO WITNESS REPRESENTATIVE INSTALLATION OF VERTICAL AND SLOPE OCL®I SIGN DP DUCTILE RON PIPE MADE IF NECESSARY. CURBING. -T•t P. SGNAL ATM PARKING LETER ® O MANHOLE I.BN SHALL BE PROVIDED FOR REVIEW AL TESTING AGENCY LABORATORY MATERIAL AND - OU COIN SPOUT 13.PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE ON-SITE TESTING RESULTS AS REQUIRED UNDER THE PROJECT DOCUMENTS FOR t0 PARKING COUNT t o- K-O UNITY PRE/GUY WERE E ELECTING OF OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE THE CONTRACTOR SHALL NOTIFY COMPLETE REQUIREMENTS,INCLUDING BUT NOT LINKED TO: AND COORDINATE WITH THE OWNER,ITS ENGINEER OR REPRESENTATIVE PROJECT TITLE CN OIXPACT PARTING STALLS °-o- E-8 UTILITY PQE/WY PRE F&C �ND COVER -BYO-RETENTION SECTION FILTER MEDIA COMPOSITION SIEVE ANALYSIS AND IIIIIIIIIII IIIIIIIIIII 14.THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION MATERIAL CHARACTERISTICS PER SPEC. 765 MAIN STREET Ql065WALK © 10 HAND HOLE MEETING AT LEAST TWO(2)WEEKS PRIOR TO COMMENCING CONSTRUCTION. -SANDY TOPSOIL SIEVE ANALYSIS AND MATERIAL CHARACTERISTICS PER SPEC ® ® FULL BUD FM muENOOAN -ALL COMPACTION TESTING RESULTS FOR BACKFILL Hyannis,MA. CROSSWALK G GAS 15.THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE -GRAVEL BORROW MATERIAL UNDER PAVING,SIDEWALK,SITE SLABS. PADS. CN33 OUT FEM¢/HAYBALE ANY FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. ETC.AS TO DEPTH OF MATERIAL PLACEMENT AND COMPACTION TESTING RESULTS. NYC HYDRANT - BITUMINOUS CONCRETE PLACEMENT AND COMPACTION TESTING RESULTS. ( CONC PAYMENT DIVERSION BELDI/SWALE 16.CONTRACTOR SFALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MATERIAL SAMPLES TO AND O AND MAY BALE CHECK DAM LEDINDFIRPIOIi CHAIN STANDARD DULY F1LLf�E PAVEMENT CONSTRUCTION MEANS AND METHODS. BAXTER NYE ENGINEERING&SURVEYING,DOES NOT COORDINATING WITH THE TESTING AGENCY AS REQUIRED. ASSUME RESPONSIBILITY SAFETY FOR N METHODS 0 HEAVY DULY FLEXIBLE PAVEIM �B. POINT ff INTFASEC110M INVERT CEVAlIOI1 FEDERAL.STATE AND LOCAL OSHA REQUIREMENTS AND REGULATIONS SHALL BE FOLLOWED ® ® HANDICAP RAMP FLARED END SECTION(R5) POPERFORATED DRAM BY ALL PERSONNEL ON THE JOB SITE AT ALL TIMES. HANDICAP PARKING �® WITH SIDE PROTECTION PVC PaLywm CHLORIDE PPE 17.THE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH,AND DEBRIS FROM THE 44 y VAN-ACE HANDICAP PARKING ByC pOpMETEp OUpp RCP RONRI D CONCRETE PI PROJECT SITE. STORAGE OF THESE ITEMS WILL NOr BE PERMITTED ON THE PROJECT SITE. - THE CONTRACTOR SHALL LEAVE THE SITE IN A SAFE.CLEAN.AND LEVEL CONDITION AT THE - CART CORAL PAVED WATERWAY(PWW) NO ROOF CRAM COMPLETION OF THE SITE CLEARANCE WORK. , RH STONE PR07ECTM S SEES 18.ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES Oet00 na SHALL BE REMOVED,AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE,TO - _ DETAIL OR SECIIOII R(3IIE11a: ROM JOINMAT IN SMAfE 50. STOM GRAN NATURAL STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, Sheet no. T TELEPHONE LOAM.PEAT,AL ORGANIC MATERIAL,SNOW,ICE,CONSTRUCTION RUBBLE,TRASH,AND OTHER *Q 4 0 TREES DELETERIOUS DEBRIS. fC mae &T�6 VALVE& SHALL19.TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET WETLANDSrr`l ONLY UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. -.___--_- SOU WELAND BUFFER 4rE ww UP UTILITY POLE 20.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE -- 101Y WERAND BUFFER EXIST PROP VIP VITRIFIED CLAY PPE CONTRACTOR'S OPERATIONS,WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS REPRESENTATIVE,SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL ND'ER'VB BUFFER U' LP Low PONT W WATER CONDITION AT THE CONTRACTOR'S EXPENSE --- -'- LIMIT OF WETLANDS HP HER HIGH POINT - NO BY DATE DESCRIPTION 21.EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE -emu- -aNIL WEI ANT FLAG GAL KS GRACE BREW - RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE SHEET TITLE ` ---"- ----- LOU YEAR DOOU PLAN ii.Ts arc nas BN`OC TOP&BOTTOM ELEVATIONLOCATION OF SUBSURFACE ROCK. Legend and General MnaRON AREA LANE n75 Da 22•THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE,SEWER,AND UTILITY a - "/- SPOT ELEVATION-AEACER FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES Notes -"- -"- EDGE OF WATER N+J - N+Ay SPOT ELEVATION DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. -a LOGTION 23.ALL EXISTING SIGNS WITHIN THE PROTECT OMITS SHALL BE RETAINED UNLESS NOTED ® m 70DHWE YAIINRE {�} � TEST PIT IDCAHIN OTHERWISE SHEET NO X X TELEPHONE MARIR • BENCH MARK 24.JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT Ts Ts EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSAIDED.ALL JOINTS TRAFFIC SIGNAL I--! TEE IN ro EXISTING GRADE - TO EXISTING PAVEMENT SHALL BE SAWCIIT TRUE AND STRAIGHT.ALL CRACKED OR 10 © SIGNAL BOX INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND - - FAP - REPLACED. D A T E: APRIL 7, 2017 FIRE ALARM CONH0.PANG e FB O O fliE MAIN BOX I➢ ILO TRANSFO@ER PAR ® ® TELEPHONE RISEN SCALE: ® YM BOX - DRAWN BY:SUN CHECKED BY:UK JOB N O:2017-010 FILE:2017-010-IOD. BAXT°ER NYE ENGINEERING&SURVEYING _ L .r BAXTER NYE ENGINEERING & -- -- -- - g SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street- 3rd Floor I \ /W / Locus Map Scale: 1 =2000' Hyannis, Massachusetts 02601 li \ Phone- (508) 771-7502 R=27.91 W /W s /' - Fax- (508) 771-7622 w/oHW� GENERAL NOTES: www.boxter-nye.com /� s O i - 1.THE COMPRISED AR OF RAN G TO DETAIL Dm791G SITE CONDITIONS AT 765 YAM STREET LOCUS Af8E.1 Is COI&1✓ISFD Or: 0\a OH / // W .`. / 2& z PER CURRENT ASSESSOR'S RECOFM / o \H //w /i 5 N `.'� V60 ® ..\ OUTER HYMNS NOTARY LLC O/f / W / 1 /� '\` DEED WON IM PACE 142 RELORO RAMS PLAN WOK 3W PAGE 74 7 /s p 1 RAN WOK 214 PAGE 147 �9,, 0 g3- \- ``\ 5 1Z \ RN!BOOK 95 PAGE 69 x0 / /wA�N OR e/ 4M s� �n 5�'' _____ �a 1 A�5�� BOOK Y19 PAGE 107 STAMP STAMP / W A7 0.\. ��yy�./ , I) �S/p=Yr', _ = jgP K`:--"" YA' 1 p PARCEL 099 / BENCHMARK Mp1 __ ^ • f / G Z• \ / WATER GATE COVER 5 .,•_C✓ •O"1•V 11 0\N q, FROMO / \N RIM-24.71(NAVOW) / G 5 1 `. -/1 -4e L �.�g 3. ZOM 9ERGTBUNK:As AKINN ON lib RAN �• o q� G �2 1.2 p ` `P� --- 6. �'�_• 1 4 ZOt�BIG MiORWTgIt /s_ F j/ h 25.4 I ' p ,.T IC26.7 Mon" ➢N / G �' pSGRPE ® •\ ffi \ G F, i�aRw LOT sMINIMUM TAG 29.ao9 /S M -0 Y\D 5'(�AC� d'- `�3 \ Q �_^ $ 1 WITTY FRONT YAM 20� 26.2 X26.3'\ �U BOY ® / \ \ N/F BAIEANN U I UM REAR YARD 1a- c� 0 53 5.0 10 2 6-, % To- DEED PARRCEL 308 P1 M,10 '19. R7 56 �O aL 3 - R2C. �N - ^•A o F� CONSULTANT Z 59' P4 G 25. _ 26 ® \ TOWNH OS FRONT YARD IAA®5(71PE SE781O(10'.WITH RB:E%CEPWA'OF •I�/ GJ.7 �� INN g3&Sli \ \ '�\ .^ I TOWNHOUSE MAY REDIXT TO c TIE EGA TO CCOMME TO ffFD THE ACCESS ART�E SEOR FA PDN � x25.4•\i BElnuNcs ro ACCOMMODATE SFMBED ACCESS DRIVEWAYS OR PARIBNC tDrs THAT O x25.7 2 \ R=2s7o 25-'-- SERVILE BUILDINGS LOCATED ON TWO OR MORE ADIOMC IDIS Q 57 x2 2T y b Z 5 A TIRE SEARCH HAS NOT BEEN R76LXMED FOR TIES SITE THERE MAY 4.4 1 \, �2 �(E iLP���, •\ �,'ML 9J BE RK2NS BY OTHERS EA4)@I[WMGS,MORTGAGES,RIGHT OF PATS SEA \ .6 £tt\� Y � c p5 _ �MY` _ `n /�\ Y $_\ \ Err.NOT DwCTED.B DETERMINED TO BE:NECESSARY.A RITE SEARCH ba p\INDy� \ i1 J _ ___2¢______\_� y p N SHALL BE PERFORMED BY OTHERS AND SUFFUED TO BAXTR NYE // \ , a ' �•vM `z p, 9 5s4 / 1 \� , - x-- ENGEEEENG k SURVEYING. gyp- '� x235 \ _ 5.8 ` 5�j1 G FL2 \ - _ .- Z\.33f 4. 24.2 1" 25.9` 4,2• EYSS�NO 6. THE EC RECORD INFORMATION LINE PEDRWTING OF PLANS 6 BASED ON THEME AVAILABLE FEATURES C O N S.0 L T A N T NV-70.]S R-24,40N __2J_____`\. ? `Y \ \ SHOWN HEREON WERE OBGwED FROM AN ON THE GROW FBTDfE1D SURVEY FFAREES \1� \ F4NOI®BY BAXIER NYE ERGWE.EBNG E SURVEYBNC ON fF]TRWRY 21 E INV-15.72 &p 22,2017. PARCEL 290-098 4 �' \P i �,y R 7. COMMUNITY PAEL NUMBER: 25=1 00 A EFFECTIVE DOE CY7116114 Y INV-15.17 x222 \� DE FLOOD INSUFANCE RATE MAP DUNES TIES AREA AS ZONE (IM-9MDED) 55,228t S.F. \p$NV-1A09 d $ ._N \ x24.4 ;. =- _J ry 2 B �-23 TRENCH DRAIN ``- _ DMH ryA. DMRONMENIAL 19.62. PER MISS C6 OIIVIIt AS OF 02/24/17: \ \ N SELL \____- _ '� \ I\ NV-1S72. \ PREPARED FOR INV-15.33' SITE DOES NOT APPEAR ro BE WITHIN AN ACEC. R-1].]] 18 v N9Y$AO] \ _® MV=15.81 e o+ s O Nv-'a29 y' I ?2. \ \ pE"°F u"'K a`RwmrBETNr"L°°xm") Rockland Trust \12_-� _ INV-15.99 N 8 INK15.27 �' A 20.8d x 1.4�� 9E IXRS NOT APPEAR ro BE WFIFIF AN AREA OF ESIB617ID H/H1AT OF RITE WILDLIFE AS INV-,&77 ®� 12'pap- ' • �• ?7--/ \ YAPPED ON MASS G'B OUVIIL PER Mop E.57WUTED HABRA75 OF RARE WEDEBE"FOR I1SE WITH 288 Union Street 0, i"\,__ IN it THE MA WMANDS PROTECTION ACT MURATTONS(310 CUR 14- X R-22.6, 22 ` ®' \ \ \ Rockland, MA. 02370 \G ` .4 INV-15.17 ' N \ `.` N qq 20.- i� p ` \ •-2 INV-15.09.E ' QUIT�� tt k234 SEE DOES NOT APPEAR S CONTAIN POO A fEITE®\QTEUL POOL AS YAPPED ON MASS G6 RNEL MR, =9'�J \ ` PER NIESP Y,ERIBED VETMNAL NOL.S• 4pw 2 _i'• 0 1„ _ \ 9`� \ . y \ p. 78.5 pMHESP'PRIORITY KWATS OF Np0 1� \ -_ -�\ ' SUE DOES NOT APPEAR ro BE AREWITHIN A PAOMIY HAUTUIT AS MAPPED TON MASSSSAC GS Ol11EIt PEA �y5 \0 __ e ^4'per m '.)L�/ , \ \\� '/ ENDINGEiED SRl'ES ACr,17EGIAAI(721 CIA?105PE1�.S IA81ElF 11$Yl5SW2fl�Hs 11419_-_ s MW g /®. NG VON'T,µWN+ Yyt ufiA rW1 ```\�``„'N N/F OONALD N.BURGH a UNOA A BURGH. i�i\ 'R-17.85 *s ,� Ni? J g .X�,q,1Y__`� .`OM SHE ROES Wr APPEAR 1D BE wDI!A STATE MPRO,m zarE a ErKlurmWATER RECHARGE TRUE+` G' pa� pI_p,`•^,_��' PROTECTION NEA PROJECT TITLE THE DONALD M.BURGH 2O17 REVOCABLE TRUST N' 18. � CB DISK Dd `. O 'O _ L� / NV-10.8Ja� �L ` WW1E 0 y0A\`\\ \jt812'PVC DEED EX.30300 PG.27 '\\\ \ _ 'yA s INv-I0.4J � � \8 M \ ZLIA�00MNFEE- INSEE DOES NOT APPEAR ro BE WTM A ZONE OF CONTREUTION TO A SALTWATER ESIUARy 765 MAIN STREET PARCEL 29a-099 N S . NAO\ N INV-I0.J] ` m` -18.7 'OVERH A �� \ (EMRNsL BLE BOH REG 3w-4514., q� ,B.7 \ U\ � �' Hyannis,MA. x18.6 2MP-11 a - sx ` , \ ` HEADW / 9. UTIEM MFiRtAlAM1N SFN1wN HEREIN: \ O+Y/NG UNE'�"•`-� _ \11.\\ \ \ / y,W 3' _-\ L' _ \ k EAA LaCA7ED% THE CONTRACTOR SHALL OONFACF DIC SVE(AT I-999-WCiSVE)AND UTILITY COMPANIES ro LOCATE RB ` �fA 18.4 fi / 7g - x 79.A\ // THE LOCATION OF ALL BMW UIWII S,AT LE45T 72 HIM PRIOR TO THE START OF -'-^'i+ 5 - �' cK / x_ ----- -19""\Ptt \�. \ ` / CM67RWTM EXISTM UNOFAf,R01MD NFRASMUL7IA�UMMM CONDUITS AND 19W5 ARE SOWN = �,\} \ \ R-18.48 � �•. SE / _Y•- xV9� R-17.94 \e). / \ NMI APPROXOAIIE WAY OtEY,MAY NOT BE INKED ro THOSE SHOWN HEREIN aHD FMYE BEEN INV-1J.93 / 5 �: \�\ // In l INV=14.J4 \ // \ RESEARCHED BASED ON 71ff AVAILABEF UBITY RECORDS NOW HEREON THE CONTRACTOR ACRES ro \ Cp WpN% _INV.r,1414- x20.5 / BE FULLY RESPONSIBLE FOR MY AND ALL MOM*KH MIGHT BE OCGSIOFED BY THE 223\`T j8�pFE \N \'\ R 8.0.T INY'3Y4.19 // \ CONRPN.70R5 FAILURE TO LOCATE S40 INFRASTRUCTURE AND UTILITIES DACTLY.F FIELD CONDOM Ol- B\O - CB `" 20.3'� HOW-1S.1J `\ \ R-T5.57 ,• / DIFFER FROM R.W NFOINTI N,THE CONTRACTOR SHALL NMIFY THE ENLDm WMEDMTELY FOR 4.1J \ CWLD NOT P065TBEE RIDFSRL R=19.Se \ \ ,N / / SOURCE INFORMATION FROM PLANS HIS BEEN COM[NED WEH OBSERVED EVIDENCE OF UTLffES ro 19.B DEVELOP A HEW OF DKSE UNDERGROUND UI6DE5. HOWEVER.LACKING DXCAVAT1DK THE E1DCT V LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY.COMPLETELY AND REUABLY DEHLCED. METE ADDITIONAL OR TIRE DETAILED NFORMOON IS%WRED,THE CENT IS ADVISED THAT \ CATCH BASIN\ RNA `78.7 _ // 19.2 SHED \ \ / EXCAVATION MAY BE:NECESSARY MM-17.95(NAVD88)\ / \ \, .' A- ® \ ``\ % �(\\ \ \ \\ \ / \ DOSING SEWER RBOINTON 09MU FROM RMORD RAN OF SEVEN MAIFL SIPRELEIMED BY /% \ / FIELD LOCATED COVERS Q 9VIEES SUMP 911.95 �' ' /F TTF H HOTELS HOSRTA RESORTS, INC. \\-- 'i' } / C/O TFG BK.2 Ft RE50RT5, C. 194( \\ / TOROTH WATER SENATE SOMA ON 7185 PLAN FROM WATER DEPARTMENT SKETCH CATID 10/29/10 \ >:79.6�•� r / R-I 91 / DEED BK.22498 PG.88 \\ /\ CBOH FIND \ AID fE1D LOCATED SR11 OFF COrEF. \ n.,..--' TOP OW-1.91 PARCEL 289-110 INV-1 95 \\ -F. \\ -/- CAS GS"CAS SAS MEIEb. ON RAN PER NATIONAL GRID IMPPMC AND FEUD LOCATED DC-S/EE/ ,\ YNe@HGS BECRTIC LINE SHOWN THIS PLAN WAS DESCRIPTION UTILITY 39/29 ON SHEET FIELD LOCATED LOCATEDINDICATINGOVERHEAD SEANCE FROM SHEET TITLE \10. POSSIBLE WMACMENTs RMM UBY FENCE Existing Conditions I SEWER LINE CURVINGPlan ,.\ 1 f I I. UIWIY CAMERA Wm BY CAPE COD SPEC SERHCS,CONCH 2017. 20.7 \\ \\ \ 1 SHEET NO C.D.FNV\ 'L \ \ -F C2,0 DATE:APRIL 7, 2017 t 1 20 0 20 40 •(QP\'� J \\ \ �. �. - SCALE IN FEET SCALE 0 tt ✓ ._ U d //� I DRAWN BY:DF CHECKED BY: YNE B N O: 2017-410 F I L E: 2017-010 DC. ZONING TABLE E AX T°E R N Y E ZONING DISTRICT(S):OM (OFFICE/MULTIFAMILY RESIDENTIAL) ENGINEERING&SURVEYING I,•/ � OVERLAY DISTRICTS: AP(AQUIFER PROTECTION) \ _-- ALLOWED USE: BANK PROPOSED USE• BANK TOT SF PROP GLOWER FLOORAREA= 71=36645 SF BAXTER NYE PROP UPPER FLOOR= 5,733 SF \ / EXIST USE BANK ENGINEERING & \ - EXIST TOTAL BUILDING AREA= SF PROP TOTAL SITE BUILDING FOOTPRINT=6,222 SF SURVEYING SPLIT ZONING LO TOTAL PARCEL AREA: 55,228 t S.F. T RE IRf37 ALLOWED PROVIDED f ,000 SF 55,228 SF Registered Professional Engineers LOT AREA: OM 20� and Land Surveyors FRONTAGE: ON 50 FT 280.38 FT / 78 North Street- 3rd Floor _ BUILDING SETBACKS OM ZONE: BOSTON But CROSSWALK TYP FRONT SETBACK 20 FT 36.3 FT Hyannis, Massachusetts 02601 SEE DETAIL#439-A SIDE EAR SETBACK 10 10 FT 38 35.2 FT phone- (508) 771-7502 1 ' A / / FAR 1.0 8.0 FT / RJ-2 9tlR LE.NO Y / FRONT PARKING SETBACK 10 FT 8.02 FT•• i • Fax- (508) 771-7622 �� a0es°NiRu na,°S rwTM SIDE EAR PARKING SETBACK 10 FT 2.20 FT• www.buxter-nye.com / I RUMBLE SMP IN SIGHT M9�ITX� / TR T M N TY-- (SEE DETAIL TwA�Nxg;E. STOP MAX.BLDG. HEIGHT(STORIES): OM 3 STORIES OR 40 FT 2 STORIES r•-DO S MI /454) ° MiNOU5 BAR ( /i TRIANGLE "I ® BIN - RI-1 ( ) ( M9BIUTY 4 EXISTING 1 MAX. LOT COVERAGE IMPERVIOUS: 80R(39,726 SF) 68.1X(37,600 SF) Q 0 \ / V.l�Vcc yRr1 052, \ R- ` STREET TREES-FRONT YARD 10 10 1/30 FT OF FRONTAGE= 280.38/30-9.4 PARKING LOT LANDSCAPING / wATEft GATE COVER �/ / EW MON T .9 4 V�\,O\ R-Jf5•/ l OR INTERIOR PARKING STAMP STAMP RIM-24.71(NAVpBB) S1pf77 0 $ s� -�B C �/ R 1 24 ARKING AREA.303 SF x 0.1 = 2.403 SF Z403 SF $241 SF•• ONi 51.2 u 9 9 SA UNE \'"t 1 � P1% �' _ -Rs-1 BAR m� N v HEREON 48 6 5-t \y� \ (/5 PS)TREES- P 1 CAT' SA E 48 SPACES/5= 9.6 10 10 SP etN LANDS .,�,-' ANK � i a� . NT Y RO SETBACK HEREORK��s Q 1 \ PARKING TABLE R-5• PARK NO R' - ) �� R=3• 1S \ DEEDNBK.6724 PG.110 ACCESSIIDE BLEP ,O - A -� 2 C RS-1 C \ 1 PARCEL 308-14i OFFICE= 11,378 x 1 PS/3017 SF=37.9 38 SPACES 48 SPACES $ a - I " HANDICAP PARKING(TOTAL/VAN) 2/1 SPACES 2/2 SPACES _ DESIGN VEHICLE I AASHTO PASS - CON NWS �••; `: >ag A,AS ' ::.PRE-EXISTING NON-CONFORMING -�PFR D AIL 0 ® W y �.-VBUILDIN •••AODTL NOTES/REQUESTS CONSULTANT �• OVERHABOVWE NG. LS yZ '.�\ \ R-1S• 4- Y � .O 7 '\ ABOVE\p. io O / 1 O R=5' WN LS N ��5 G -�• SIGN SUMMARY '\ E ZT6 •�VG CONCRETE wHEEL 'F1 Y 31. E6U`tNG N R ARCHITECT STOP LI �\ N �c \ \ U.T.C.D. SPECIFICATION NUMBER w10TH NDQ1T TFM WANRTY DETAILS \ PL 9� \ G \ R1-1 24' 24' . 2 \ q\. �� \ CONSULTANT F In \ \ \ 56 OQ R_35 _ \ \ .\ R3-2 24' 24' 2 PREPARED FOR: E1.EVATTR'` .. U� ///'� R_�•1 \ \ Rockland Trust z \ \ AI)wR LS \ R5-1 M. 3a• 6 288 Union Street Rockland, MA. 02370 r 32 LF N \i _RAILING ;., � �CC�� NGC R N/F DONAID N.BURCH&UNOA A BURCH, �. \ T'pF IiTNGs I G 14 pig 1N Np(i Ae TRUSTEES OF DISK THE DONAJD M.BURfxt 2017 REVOCABLE TRUST t^ \ N CB DISK FN p(%'• G0" To s \ \ �DE N y.1A"I R8 SIGN INSTALLER SHALL COORDINATE SPECIFIC SIGN INFORMATION AND WORDING DEEPARRCEL 290-009G9 27 \\ Gt ;E "! \ SIM INDUS CONCRETE. TR' Eps N REQUIREMENTS WITH LOCAL AGENCIES AS NECESSARY. u1 L` © •' \ R-125 PER DETAIL 041e -�-'�(per ALL SIGNAGE MUST BE IN CONFORMANCE WITH THE FEDERAL HIGHWAY OB \ -�' ADMINISTRATION •MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' (MUTCO). LATEST PROJECT TITLE A�'f'ROX/,1Yq NEW R-1.25, \ ) SEES 4. X X EDITION, ALL APPLICABLE CODES,AND LOCAL REQUIREMENTS. LOCAL REQUIREMENTS, I�gyjN6, 7 F �vx BUILDING G per% µ44 R-5• �� O \ WHEN THEY EXIST, SHALL SUPERCEDE MUTCD. 7G rJ MAIN STREET z4e RB _ -\\ M\ ABo',E 3•W� \ X \ %I •ADD 'VAN ACCESSIBLE" WHERE ASTERISKED R-15' R-S SEE DETAIL 2 8S -25 R-5• TB \(-. f - W/ASPHALT Hyannis, MA. _ -.APRON.SEE \ \ //.. \ \\ \\ BITUMINOUS CONCRETE. µ*4 LS CPR\TUG E' / ' DETAIL 0415 _ NOTES: PER DETAIL 0418 Yi' pN Ge \ \ // 1.ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS, TOWN ORDINANCES, REQUIREMENTS.AND SPECIFICATIONS. R-3. •�/ \ \ \ R-3� 3 �o` - i/ 2.THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION MEETING i��'� \ / •�' \ AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. BENCHMARK CATCH BASIN(Rq '�" 3.THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY "o, '��- - \ � \ /-l. FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. \ \ RIM=17.95(NAVD88) $ a - ' ' �F\' /'// \ 4 ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE ALL PROPOSED RUNNING SLOPES 10 Icy GUM E FEN C/o vsiER /F T TF S HOSPITALITY,LLC v ON WALKWAYS SHALL 13E LESS THAN 5%AND ALL CROSS SLOPES < 2X. THESE ARE MAXIMUM COE\E H P WITHT G HOTELS&RESORTS,INC. SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN ACCORDANCE WITH THE MOST CURRENT \\ ) iN OS�'s1E AIL DEED BK.22498 PG.ee REQUIREMENTS OF THE U.S.ACCESS BOARD, AMERICANS WITH DISABILITIES ACT& COMMONWEALTH / PARCEL 289-110 OF MASSACHUSETTS, ARCHITECTURAL ACCESS BOARD. 5. DEMOLISH/REMOVE EXISTING STRUCTURES, FOUNDATIONS. CONCRETE PADS, FENCES AND - - APPURTENANT AS NOTED, UNLESS OTHERWISE NOTED TO SAVE. SALVAGE OR RESET. SALVAGE B Qt Botanical Name Common Name Sze Co n itian EXISTING PAVEMENT IN AREA OF PARKING WHERE ASPHALT IS STRUCTURALLY SOUND, SHOWS rIs NO SIGN OF CRACKING,AND MEETS PROPOSED GRADES SHOWN ON GRADING PLAN. / ArB 12 Acer rubrum Brandywine Brandywine Red Maple 3°CAL 6. EXISTING PAVING EDGES SHALL BE SAWCUT TO CREATE A CLEAN EDGE WHERE\ IT IS TO BE TIED N o e v o q T E D SCT 5 Stewartia Cherry Tree YCAL INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO REMAIN. SHEET TITLE BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH SUITABLE COMHhmEs3 Hydrangea macro Endless Hydrangea THE pPLANS ARE APPROXIMATE ACTED MATERIAL PER ONLY. THENT E SECTION EDGE OFF SAWCUT HALL BEY SAWCUT IDEETERMNED BY THE S SHOWN ON Layout and Dimension \ drSummer Endless Summer Hydra ge CONTRACTOR IN THE FIELD TO PROPERLY BLEND TO THE SURROUNDING GRADES. PROPOSED Plan/ ,y HpL 1 Hydrangea panialata Limelight limelight Panicle Hydrangea Po ASPHALT SHALL BE PROPERLY BIJTIEO AND BLENDED TO SURROUNDING ASPHALT WHICH IS TO CeDH FND\✓ U ICH 8 Ilex Delata Iloogmdaarn Hoogeldoom Japanese Holly #5 REMAIN. THE BLENDED TRANSIDON BETWEEN PROPOSED AND EXISTING ASPHALT SHALL BE WITH OOO RFC 6 Rosa Flower Carpet Applehlossom Flower Carpet Appleblossom Rose /1 AN APPROXIMATE 1.5% GRADE UNLESS OTHERWISE IDENTIFIED.THE JOINT SHALL NOT BE ABRUPT. �\ RWO 3 Rosa White Out We Out Rose P SHEET NO / 7. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE OF CURB C3■O mamen a W asses WHERE APPLICABLE. C \ PaH 4 Pen'setum dopecuroides'Hand Han 9n Fountain Grass #3 8. ALL . TYPICAL LINE WIDTH FOR LANENT MARKINGS E AND PARKING STALL(STRIPIINGNG MSHFOLLOW ALL BE 4 INCHES UNLESS OTHERWISE NOTED. D ATE: APRIL 07, 2017 PARKING STALL COLOR SHALL BE WHITE, TYPICAL. UNLESS OTHERWISE NOTED. 20 0 20 40 9. BUILDING AND SITE SIGNAGE SHALL MEET REQUIREMENTS OF TOWN ZONING AND/OR SIGN ORDINANCES. SCALE IN FEET • SCALE: _ 10. SITE LIGHTING - SEE ELECTRICAL DRAWINGS IN ARCHITECTURAL PLAN PACKAGE FOR DETAILED D HAWN BY: DF CHECKED B r: UK INFORMATION. JOB NO: 20f7-Of0 FILE: 2017-010 Eodm GRADING AND DRAINAGE NOTES B AX T E R N Y E I /' 1.THE PROJECT ELEVATIONS ARE BASED ON THE NAVOBB VERTICAL DATUM. ENGINEERING ESL SURVEYING ' 2 DEBRIS,STUMPS.EXCESS AND UNSUITABLE MATERIALS FROM THE CLEARING t DEMOLITION OPERATIONS SHALL BE I REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER TR THE SEDIMENT TRAM • ' // 3.DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES ro CONTROL 9771MENT TRANSPORT BEYOND THE UNIT OF WORN. BAXTER NYE / / 1 4 DISTURBED AREAS SHALL BE TREATED NTH WATER DURING EXCAVATION,OR APPROVED ALTERNATIVE,TO CONTROL THE ENGINEERING & DUST. 5.THE SITE SUBCONTRACTOR SHALL PROVIDE ALL EXCAVATION,BAC[FILL AND COMPACTION NECESSARY TO ACHIEVE THE SURVEYING / / / ! - / FINISH GRADES SHOWN ON THE PLANS AND FOR INSTALLATION OF BUILDING STRUCTURES.PAVING STORMWATER / / j 1 :o-wa;-�V�g MINOU`'WA ` \ MANAGEM I ANO ALL UTILITIES(INTERIOR AND EXTERIOR).SITE CONTRACTOR TO REFER TO SITE ELECTRICAL.MEP AND •\ AL J/__ oyl LANDSCAPE PLANS FOR ADDITION INFORMATION AND DETAIL ��� !1 %27.7 / AIR\' 1\ A \ 1 , EXISTING PAVING EDGES SHALL BE SAW CUr TO CREATE A CLEAN EDGE WHERE IT IS TO BE TIED INTO NEW PAVING,OR ! I vcc \�` 5t' I \ WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO REMAIN.BROKEN OR UNSTABLE PAVEMENT SHALL BE Registered Professional Engineers REMOVED AND SUBBASE REPLACED WITH SUITABLE COMPACTED MATERIAL PER PAVEMENT SEC710 DETAIL HERON.ANY and Land Surveyors _ SAWCUr UNES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE EXALT EDGE OF SAWCUT SHALL BE DETERMINED BY ! 1 THE CONTRACTOR IN TIE FIELD TO PROPERLY BLEND TO THE SURROUNDING GRADES. PROPOSED ASPHALT SHALL BE / / GG `- 2 1 \ PROPERLY BUTTED AND BLENDED TO SURROUNDING ASPHALT WHICH IS ro REMAIN.THE BLENDED TRANSITION BETWEEN 78 North Street - 3rd Floor B NCHMARK A - ,CIA X27. .9 /� PROPOSED AND EXISTING ASPHALT SHALL BE ACCOMPLISHED WITH AN APPROXIMATE 1.5X GRADE UNLESS OMERWIS WATER GATE COVER ��:` 1 0.6 `/ y IDENI7FlED.THE JOINT SHALL NOT BE ABRUPT. HyvnnlS, MaSSOC11U5¢tt5 0260E ! RIM=24.71(NAVD88) 1 SF �9 `,` \ 6.ALL PIPE OUTFAILS,STONE WEIRS CHECK(DAMS,AND OTHER DRAINAGE OVERFLOW AND OUTLET AREAS SHALL HAVE- / 26.5 11 d� x:^ ---1 - ,I1\I`67 1 \ RIP RAP EXTENDED FROM THE OUTLET TO THE BOTTOM OF SLOPE VAIN A MINIMUM 10 FT X 10 FT PoPRAP LEND Phone- (508) 771-7502 PROVIDE INLET\ uMli aF waaK SPREADER.UNLESS OTHERWISE SPECIFICALLY DETAILED.ALL STONE OUTFALLS SHALL BE PROPERLY SHAPED 50 IHE Fax- (508) 771-7622 RUNOFF IS CONTAINED WITH THE STONE LINING SEE TYPICAL DETAILS FOR ADDITIONAL INFORMATION. / /�d X252 (SEE DETAIL I , 7.ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL RE STABILIZED MATH 4'LOAN,SEED.@MULCH. THE www.baxter-nye.com 24. G I 1 9` X %26.3 i i628 TiP.) \ 1111`�\I\I`� 26 \ N/F BATBANK ALL SHALL BE RESPONSIBLE FOR AREAS UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN �/ 253X 1 \i 1� / p DEED BK.6724 Pc.110 EXCESS OF 3:1 AND AREAS THAT BROW SIGNS OF EROSION FROM CONCENTRATED FLOWS STALL BE FURTHER SrABILI2m SILT FENCE, 25.2% 15 b 1I ```` \ \, _-- p �_ _26-, .I \ PARCEL 308-144 WITH EROSION CONTROL BLANKETS(ECS)OF CURLER DOUBLE NET-CURLEX II.98 BY AMERICAN EXCE150R COMPANY TYP.SEE S I \ OR EWAL IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE REQUIRED ECB'S AND PROPERLY IRE=25AB _-Cry"� 6- \r STABILIZE ALL AREAS OF THE SITE / �ZSl1 bac// 4 DETAIL/602 X257 �I�� :" ENV= 5 \� �% / 2"1 fof 2,z 5.4.\ _ \ I ANY USE OF MOOD MULCH SHALL BE KEPT A MINIMUM OF 20'OFF ALL BUILDING FACES 25.50 1- 550 b D PW 5 O R=2s.io 5 r� �# 0 oc AN a 36 \2 (SEE DETAIL _ \ 8.ALL DRAINAGE STRUCTURES D PIPING SHALL BE DESIGNED AND INSTALLED FOR H-20 LOADING. /828%L4$'v SETTING OF CATCH fl49NS AND WN14OLE STRUCTURES BALL BE ADJUSTED WITH CONCENTRIC OR OFFSET TOPS AS 24. ?,S % , _ •'J.8% ) :::%?:AAdSL \ / Ay.`XN - NEEDED FOR MINOR ADJUSTMENTS TO AVOID CONFLICTS WALE UNDERGROUND UTIUnES OR OTHER STRUCTURES. THE STRU OR MANHOLE COVER SHALL ALSO BE ADJUSTED OVER THE STRUCTURE TO NOT CONFLICT WITH STEPS INSIDE THE AINTAINSTRU / / ••111 •77.37 DS-p5 r QAX IN ALL // \R,'I \ __2 _ __��j �� CTURE STAMP STAMP OIRECTL�S____ \ fly 23.7 \ IN ORDER TO PRESERVE 9.10 FEET MINIMUM SEPARATION SHALL BE MAINTAINED BETWEEN ALL STORM WATER MANAGEMENT INFILTRATION FACILITIES tl,\ X235 INFILTRATION RATE ALL AND SANITARY SEWER/SE-nc LINES.MANHOLES AND TANKS. \ 25.91 - /� \ i \AREAS CONTRIBUTING \ 24.2\ N�Jr.95 O Q \ \X22. \ RUNOFF ro THE INFILTRATION AREAS �/ 2 eg 10.CONTRACTOR TO VERIFY IN FlEID,1YII}1 ENGINEER PRESENT,SOIL INFILTRATION RATE AND GROUNDWATER ELEVATION Ap O \ A \�\ / ,---' 23- \ PROPOSED INFILTRATION SHALL BE PROTECTED AT PRIOR TO ORDERING OF MATERIALS OR COMMENCEMENT OF CONSTRUCTION(ASSUMED 8.27 INCHES/HR.INFILTRATION \ FACLITES MUST BE ALL TARES FROM RATE),IF RATE VARIES FROM ASSUMPTION OR GROUNDWATER IS PRRESEM,SYSTEM MAY HAVE TO BE REDESIGNED AS t^\� 24. R ROOF DEAN ro ABILIZED PRIOR ro THE CONSTRUCTION TRAFFIC $ ` BE REMOVED AND a LF TRENCH I �P F R=228N F gUTY RECENNC AND SEDIMENT WRING DETERMINED BY THE ENGINEER.ANY MATERIALS ORDERED OR CONSRWICfiON COMMENCED PRIOR ro THIS OCCURRING 5 DRAIN •I � , �� INV= \ \ K AT THE CONTRACTORS OWN PIS(. \$ \� RELOCATED DETAIL�IJ 0 \ - \$ /�' \t /i \ 15.1E x 2F_ �$ OFF. CONSTRUCTION. n A INV=15.09 _ UNSl1RABlE MATERIALS ENCOUNTERED ADJACENT ro SOIL INFILTRATION LAYERS SHALL BE REMOVED FOR 5 FT AROUND THE DOWN SPOUT RIM-1].9S 2�- 21 ]ROWS O J CULTEC R-330XLHD H-20 CHAMBERS \ AND ROOF 6'DIAL PIRE - \ X24.4 pR6Np$I F \ )^ LEACHING SYSTENS/FAgLITIES AND REPLACED WITH BARD BORROW PER MHO M.1.W.0 TYPE B. DRAIN TO BE \, 7 I TERNEQATE AND 14 STARTER D UNITS INN OUT=i5.J8 \\ PPRf{O0LE C.B 9 ( ) 2}' RELOCATED TRENCH DRAIN R=43.5 / \ \ (SEED A FNv 9.62 MITI.1.0 FT O STONE AT WT90E PERIMETER \ \ `----_ 2 - �, \ 15.12. TOP OF STONE-16.21 11.CPP-HIGH DENSITY POLYETHYLENE CORRUGATED PIPE WITH BLOOM INTERIOR WALL TO MEET ADS N-12 PIPE CONSULTANT R=BAS7N TO BE RROO INV=15.32' 28 "\ IBV-15.07 BOrTO�O QRALIBENS-13.50 SPECIFICATION OR EQUAL CPP PIPE USE SHALL BE ALLOWED AS NOTED.WAIN A DIAMETER UP TO AND INCLUDING 24. NEW ROOF INV-15.29 'S/ STj RI '?c�� BOTTOM CF STONE-13.0 BACK FILLING OPP MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS AND SPECIAL CARE MUST BE EXERCISED(SEE ADS INV=15.BJ 13 lF INV=15.2J �' - \ SEE CULTEC DETAIL ALL WORK AND INSTALLATION SHALL BE PRODUCT NOTE 3.115 \2.7 INV=15.99 ' 1 D COVERS ) 6,CPP SAW INV.- X21.4`` \ pR ACCORROANCE YAM NANUFACRIRRS SPEdFlCATONS UNIT O WCPo( INV=15.97 IRS, oX RCP -1'�1 A - ?l4 12.ALL ROOF DOWNSPOUTS SHALL BE TIED INTO ROOF DRAINS. REFER ro ARCHITECTURAL PLANS FOR ALL LOCATIONS INV= 1Jg5 ` C.BASIN INV- \ OF DOWNSP M CONTRACTOR STALL PROVIDE TIE-INS TO AL DOWNSPOUT LOCATIONS ROOF DRAINS TO BE AT LEAST 70 TO E 0 v 1 NEW IV DIA. BASI � � R=2261 l- 22 R 13.8{ \ INSTALL H2O INSPECTION 6' AT I.00X SLOPE MINIMUM,UNLESS OTHERWS NOTED ON THE PLAN. MINIMUM TYPICAL COVER SHALL BE 2 FEET. 0D� -0 `I 4 �Z``��� INV=15.17 2J E`ORT,TYP.WITH H2O U.O.N. S 11\ BE\RL A4.D ANO 79 y. !` P PoN=19.25 (LP N INV=15.09: P �, N LOADING SEE DETAIL/117 13.ALL RCP PIPE TO MEET CLASS IV SPECIFICATIONS. 12p lA S IP T�IA2 �A NV-15.2J 5 op ?3_ INTG36_ 23. `` 9\ \ / .� Y 14.ALL PIPE INSTALLATIONS SHALL FOLLOW PROJECT SPECIFICATIONS AND PIPE MANUFACTURER RECOMMENDATIONS CONSULTANT LA 'X 18 At_ ` ® �12 CPP Q (P HALO tx 1.OX' •A 15.ALL GRADING WORK SHALL BE DONE IN A WORKMANLIKE MANNER ACCOMPLISHED TO CREATE POSITIVE DRAINAGE AND LAT�� N � ELIMINATE ANY PUDDLING OR PONDING. WHERE NOT OTHERWISE HMO OR DEFINED ON THE RAN,ALL CHIT AND FILL \ I.Y. -.` fl60 tx S TNNM W3�Q�� �P N SHALL BE BLENDED TO DAYLIGHT AT EXISTING GRADE WITH A 3:1 SLOPE. NIP DONALD M.BUNCH&UNOA A BUNCH, �W 1\Y9./ R-17.65 RE JfAY= X �`QM J"" TRUSTEE 50F '1 /fl7 Y 60 (® T1r': CF£TE INV.- r: P1NP� 187 1 19.10 Rae R REMO ON \ 1458 e`. OR 12'P1THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITH ANY GRADE ISSUES OR QUESTIONS ReOP TO PERFORMING THE FINISH THE DONALD AI.BURCH 2O17 REVOCABLE TRUST ,6 \ J�.' C IN 14.iJ .� NAO'� `�8 SIRUC INV-I:GRA)ING WORK. DEED BK.30300 PG 27 fl 1440 ® LOCATION PARCEL 290-099 N P \\ \ DMH �' B P' 62 \\ y\6/fl0 ftK INV.- `�` MARKED ( ACE) �) R=16.70 1434 \ 18.TYPICAL CURB REVEAL IS TO BE B INCHES FOR VERTICAL F UNLESS OTHERWISE NOTED BY TOP O HARE 11 L1 INV-14.12 �l /fl 70 17 LF\ pJC Iz WLTEC STOfRNFlL\ER AND BOROy OF CURB(BOc)ELEVATIONS. WHERE THESE ARE NOTED THE CONTRACTOR SHALL RENEW TO PROVIDE APPRO 111E 1\ \ fl3J SUMP=11.2 LA \. y,- X1.6 12'Wd 12 "f Jyp�{•O)=TAILS \ •` HEADW REWIRED REVEALS AND THEN PROPERLY TAPER THE CRIB AND FINISH GRADE BACK ro THE TYPICAL 6 INCH REYF11. IF 2, -`'nMAIE14.08 � 5 \SREEIB.C` \\`�aNDE INLET /� UMS ARE NGT SHOWN,ALL SPOT ELEVATIONS ARE BOTTOM OF CURB WHEN ADJACENT ro A Wire FACE PREPARED FOR: ADJUST RIM AN RELOCATED 7fl ter' LINE R_B 1111 TO W ROOF V]LF 7625 OVE EXISTING fR �\ 19---' /9. �RO7 CTON / 17.$TORBIWATER MANAGEMENT FAOUTIES SHALL BE PROTECTED FROM SEDIMENT AND SILTATION AT ALL TIMES JUST ^PP4 i'1650 DRAINS INV.- 12'OPP - _-_--- - AND GRQTE9INSYALL IN ` (SEE DETAIL/828 TIP.) / PRIOR TO COMPLETION.THE 9TE SUBCONTRACTOR SHALL PERFORM A FINAL INSPECTION AND CLEANING OF THE STORM Rockland Trust 14.95 CS-1. --FRAYEAR SHAD CO MH WATER MANAGEMENT SYSTEM. ALL SEDIMENT AND SILTATION SHALL BE REMOVED FRpI THE BASINS FOREBAYS,ETC, M-18.05 AND INSTALL R=17.94 ) / AND THESE AREAS STALL BE SHAPED TO FINAL CONTOURS AND ELEVATION PER THE PANS.ALL REPAIRS SHALL BE 288 Union Street REIBVE"EIISTINC DMH / CONTROL MERE INV=74.34 _ // MADE AS NECESSARY TO THE SATISFACTION OF THE ENGINEER PRIOR ro RACING FINAL TOPSOIL MULCH.VEGETATION, 1 1 \,78.3 PROVIDE INLET /ARKS / / LE C T H BA N IN %20.5 / \smu�ING LTC. Rockland, MA. 02370 STALL 4^4'a6'LEAC11N�i ` CP M g2W �'� ��� 223 PROTECTION R/ R 8.03 IN •�n M CLAMBERS WITH 1 FT �` SEE DETAIL 28 IMP. A�0\GAS // 18.ANY DEWATERING OPERATION WHEN REQUIRED AS PART OF THE CONSTRUCTION PROCESS SHALL ENSURE ALL BETWEEN AND OUT90E 11 \ ( ) CB INSET QH eN.CTION HOOD=15.13 OVE ElO5N1G \ R-15.57 / PROVIDE INLET / PLRT,TYP.Nl H2O INV 14.13 \ FRAME D.VER COULD NOT DEWATERING OCCURS THROUGH A PROPER DEW'ATERINC BASH(STONE FILTER FABRIC AND HAYBALES OR OTHER RIM ELEVATION-18.14 / PROTECTION 14.88 INV. LOA01 G OS DETAIL 0217 \ _N \ REMN TOP OF STRUCTURES-17.t7\ 1,11 1fl J0/ 70 1 C \7 It45T 0 NEARARE AND OPEN ACCEPTABLE MEANS)PRIOR TO g5q/ARQi FROM THE SITE INN EL-1Z' 1 Iry 4 (SEE DETAIL 3.sc `\Py(A:L SO TTTXI OF STRUCTURES-12�. -ISLE .. 0628 TYP. O N- I/ (1 4 WS 10}- LTEC D H-20 CHAMBERS XU9.J j; / . eorTw OF STONE-12O P`11 / _ ',.. 35�� \ z ANT m1A AND a s ' i"io UNITS) sa EXCAVATION/ELL NOTES SEE DETAIL 40 / UNIT O WORK TH 1.O O E AT OUTSIDE PERIMETER // \ _./ BENCHMARK 1�\� /fl3 % LTECPSIORIFlLTER PP OF E-18.21 79.2 \ / \ IN ORDER ro PRESERVE CATCH BASIN GRAVD8 ` 11 11 x I8.1 fl]y _ = / SEE DETAILS SHEET CO. BOYRWI OF CAMBERS-13.5 /� \ 1.SIDE SLOPES OF TRENCH EXCAVATIONS DEEPER THAN 4 FEE SHOULD BE FLATTENED(AS REWIRED BY SITE CONDITIONS) P R O J E C T T 1 T L E INFILTRATION RATE AL RIM-17.95(NAV088)``1 / BOTTOM OF STONE-13.0 \ \' ro AT LEAST 1H:1V OR SUPPORTED WITH TRENCH BOX OR SIMILAR DEVICE ALL WORK SAL BE PERFORMED SAFELY AND IN AREAS CON RIWNNc \\ X SEE CILTEC DETAIL ALL WORK AND INSTALLATION 9 ALL 765 MAIN STREET RUNOFF TO THE 1flJW \ ACCORDANCE YIiN OSHA AND NOSHA REQUIREAIENIS.CONTRACTOR SHALL OBTAIN TRENCH PERMIT AS REWIRED. \ PROPOSED INFILTRATION Rm17.95CAT A 1 1 M5a hoe / / IN ACCORDANCE WITH MANUFACTURERS 59EpFlCATI0N5 / FACUTIES MUST BE /Ig7 H /F TFG HYANNIS HOSPITALITY,LLC . } 2.AFTER REMOVAL OF TOPSOIL AND INADEQUATE MATERIALS.GENERAL FILL SUBGRADE SHOULD BE PROOF-ROLLED WITH A Hyannis, MA. \ SUMP-11.95 - ` \11 7� / C NOTE \\ / LOADED 10-WHEEL TANDEM-AXLE DUMP TRUCK,THE PROOF-ROVING SHOULD BE PERFORMED AS DIRECTED BY A Y \ STABIUZEO PRIOR TO THE / R=1 91 /0 TFO HOTELS 8 RESORTS,LNG IN ORDER G 41 L ON AREAS /\ CROH FND GEOTECHNICAL ENGINEER.NO FILL SHOULD BE PLACED UNTIL THE SUBGRADE IS APPROVED BY A GEOTECHNICAL ENGINEER. \ FACUTY RECEIVING �t 19.6\ " 1 DEED BK.22498 PG.86 \ \ RUNOFF. TOP 000=1.91 PARCEL 289-170 INFlL7[iATOM RATE B PROTECTED AT BORROW MATERIALS FOR FILL OPERATIONS FOR GENERAL SITE GRADING SHOULD MEET AASHTO OESIGHATKN A-2-4(CLASS 8' \ INV=f 95 RUN To BUTN TN FROM \ '{- + III)OR YORE GRANULAR AND BE APPROVED BY A GEOTECINICAL ENGINEER.ALL FILLS SHOULD BE CON IN B" 1` \ \$ INFILTRATION AREAS PoN AND RUN TO ON DURING / LOOSE LIFTS AND COMPACTED AS FOLLOWS,UNLESS OTHERWISE NOTED IN PROJECT SPECIFICATIONS: SIIALL BE PROTECTED AT / \ VER ro AQ TI MU BEIN AND SEDIN T DURING \ �-FILLS SUPPORTING FOUNDATIONS AND FLOOR SLABS,95X OF ASTM D-1557(AASTITO T-180) All'TINES FROM / �) GRADE ' \ -TOP 24 INCHES OF ROADWAY SUBGRADE AND SUBBASE 95X OF ASTM D-1557(AA5HT0 T-180) \ CONSTRUCTION TRAFFIC E� _____ .¢7--" \ ABIU2ID PPo E \ .i, AND SEDIMENT DURING / I F CLITY G 1 -RETAINING WALLS AND FILLS WITHIN ROADWAY(BELOW TOP 24 INCHES OF SUBGRADE AND SUBBASE),92X OF ASAP �11111\ \ \CONSTRUCTION. / k'�l 21.6 \ \ \ \ \ \ \\ / D-1S57(AISHrO T-180) . V '\ 2j.3 \ I �/ 1 -FILLS IN GREEN SPACE,BOX OF ASTM D-1557(AASHTO T-180) OPERATIONNAINTENANCE PLAN GENERAL CONSTRUCTION NOTES': -FILLS ALDER AND AROUND STRUCTURES.D MANHOLES,(ASHT TANKS vnuLTs ErG AND PIPE EMBEDMENT OEnpyc.MUNCHING CONSTRUCTION SEQUENCE AND INITIAL BAG(Flu.).95X OF ASIM o-lss](AA9Hro r-180) 1.INSTALL SILT FENCING/HAY BALES TO ESTABLISH THE LIMIT O WORK AS SHOWN ON PLAN. NNSTIRLICTION OPMATIMS AND BY THE OWNER ONCE epii.UMES ARE 1, OFFSET DISTANCES NOTED ARE TO THE CENTER OF STRUCTURE AS-BUILTS - COMPLETED AND PUT INTO OPERATION: 2. SET CENTER OF CATCH BASINS GRATE V BACK FROM FACE OF CURB UNE WITH CONTRACTOR WILL CAUSE TO BE PREPARED AS-BUILT DRAWINGS OF THE 2.CONSTRICT TEMPORARY CONSTRUCTION ENTRANCES AT POINTS OF EGRESS FROM THE SITE DURING A 0.1'LOCAL DEPRESSION.WRAP CAPE COD BERM AROUND BACK OF GATE CONSTRUCTION. SWM SYSTEM(S).STAMPED BY A MA LICENSED PROFESSIONAL ENGINEER 2 PERSONNEL ASSOCIATED MITI THE CONSTRUCTION O THIS PROJECT SHALL RE INFORMED THAT WITH A 3'CURB TAPER. 3.DISCHARGES FROM DEWATERING OF EXCAVATIONS SHALL NOT BE DIVERTED DIRECTLY INTO ANY WETLANDS OR THE MAINTENANCE OF SILTATION CONTROLS TAKES PRECEDENCE OVER NORMAL CONSTRUCTION (PE)CERTIFYING THAT'TO THE BEST OF THEIR KNOWLEDGE,JUDGMENT AND GE EXISTING STORM DRAINS WITHOUT PRETREATMENT NA SETTUNG BASINS ACTIVITIES ADJACENT PROPERTIES AND STREETS SHALL BE PROTECTED FROM EROSION OR 3. UNSUITABLE MATERIALS ENCOUNTERED ADJACENT TO SOIL INFILTRATION LAYERS BELIEF,THE INSTALLED STORNWATER MANAGEMENT SYSTEM(S)MEEr(S)THE SILTATION CONDITIONS BALL BE REMOVED FOR 5 R AROUND THE LEACHING SYSTEMS/FACIUTIE9 AND DESGN DETAILS SRCFICATIONS.VOLUMES AND DESIGN ELEVATIONS' REPLACED WITH SAND BORROW PER MHD M.1.04.0 TYPE B _ 4.INSTALL NAY BALE CHECK DAMS ALONG CENTER O SWAES AT 10B QC..AS NECESSARY. J.INSPECTION AND MAINTENANCE. IO .TUNED HERON,SHALL BE MAINTENANCE FOUR TINES S.CLEAR AND GRUB SITE WITHIN THE UNIT OF WORK. CONDUCTED THE FIRST YEAR NN OPERATION. TIMES INSPECTIONS AND ALL LARGE SHALL BE 4 STUMPS FROM THE EGAM OPERATION SHALL BE REMOVED FROM SITE AND CONDUCTED ON A SEMIANNUAL BASS(2 TIMES A.YR.)AND AFTER ALL LARGE STORMS AN DISPOSED O IN A LEGAL MANNER. ♦ppp���♦�R/�WHp - INSPECTION REPORT SHALL BE MAINTAINED. g DISTURBED AREAS 51AL1 BE PROTECTED AT ALL TIMES ro CONTROL SEDIMENT 6.ESTABLISH RWQI SUB GRADES FOR PARKING LOT AND WILDING PLATFORM. fVJO11G WlI'11Mp 7.PERFORM BUILDING AND SITE CONSTRUCTION.INSTAL BASE CHARS:PAVING AS SOON AS PRACTICAL 4 ACCUMULATED DEBRIS IN CATW BASINS WATER QUALITY STRUCTURES AND LEACHING BASINS TRANSPORT BEYOND THE LIMIT OF WORK. BCC BUM O Q1F8 SHALL BE REMOVED BEFORE IT EXCEEDS 12 INCHES IN DEPTH AND DISPOSED O PROPERLY. e.INSPECT AND MAINTAIN EROSION CONTROL MEASURES AFTER RAINFALL EVENTS AND A MINIMUM O ONCE PER EIR OR DAMAGED GAS TRAPSA40ODS SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO S. DISTURBED AREAS SHALL.BE TREATED WTH WATER DURING EXCAVATION,OR DOS BOIOM O SLOPE *-. DATE DESCRIPTION WIDr ENSURE ADEQUATE FUNCTION. APPROVED ALTERNATIVE,TO CONTROL THE DUST. Wtl BOTTOM O TAIL SHEET TITLE 9.REMOVE SE WINE BUILDUP AT EROSION CONTROL DENIES AS NEEDED. A VISUAL INSPECTION SHALL BE MADE AT ALL ACCESS MANHOLES,CATCH BASINS WATER FINISHED iLDOR ElEVAT1011 ED.REDISTRIBUTE MATERIAL OVER SITE IN QUALITY STRUCTURES LEACHING BASINS,PIPES AND DRAINAGE CHANNELS FOR THE ENTIRE STORM CONFORMANCE WITH EARTHWORK SPECIFICATIONS QUALITY SYSTEM. THE GENERAL CONDITION O THESE STRUCTURES SHOULD BE RNEWED AND INSPECTIONS GB GRADE BREAK Grading and Drainage ACCUMULATED DEBRIS SHALL BE REMOVED. THE CONDITION O ALL OUTLETS STALL RE N01ED Hp 14QI FONT Plan 10.ONO ALL DRAINAGE STRUCTURES ARE INSTALLED,INSTALL FILTER FABRIC AND STONE OR HAY BALES AND A DESCRIPTION O THE DRAINAGE STRUCTURES SHALL BE INCLUDED IN THE REPORT. 1.IT SHALL BE THE CONTRACTOR'S RESPONSBIUTY ro COORDINATE NTH AROUND ALL NEW STRUCTURES AND MAINTAIN THEM UNTIL PAVEMENT IS IN PLACE AND VEGETATION IS DELETERIOUS MATERIALS SHALL BE REMOVED FROM THESE STRUCTURES AND THE DRAINAGE THE ENGINEER ON ALL NECESSARY INSPECTIONS. THESE INSPECTIONS UP IOW PORT ESTARUSNm. ALL.T FALLS SHALL BE STABILIZED AWTTI STONE PROTECTION AS REWIRED. CHANNELS IN ORDER FOR THE SYSTEM TO FUNCTION PROPERLY. SHALL RE RENEWED AT APRE-CONSTRUCTION MEETING OR OTHER MEANS THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS SHEET N O AS ALL OUT AND FILL SLOPES SHALL BE TEMPORARILY STABILIZES FOR TOP PERIOD SIID AND MULCH OR OURIEX 70C TOP O QI® AS REQUIRED IF SHALL BE CONSTRUCTION ACTIVITY CEASES ON SAID SLOPES FORAY UPON O 14 DAYS OR(BEATER. 8.ALL.TIFIS,DRAINING CHANNELS,AND SLOPES SHALL BE KEPT STABILIZED. ANY EROSION 2.AT ,M REWIRED INSPECTIONS. - SHALL BE REPAIRED IMMEDIATELY. ALL SLOPES SHALL BE PERMANENTLY STABILIZED AS REWIRED IMMEDIATELY UPON COMPLETION O FINAL 2.AT A MINIMUM.THE FOLLOWING INSPECTIONS WILL RE REQUIRED: Tom' TOP O MALL GRADING. A INSTALLATION OF SEDIMENT AND EROSION CONTROLS AT LIMIT OF _ 7.1H�Fp10M1NG MINIMUM INFORMATION SMALL RE RECORDED: WORK PRIOR ro CWNENgNC CONSTRUCTION. / 12 PROVIDE SILT FENCE FOR BICRETEHTION/INFILTRATION PROTECTION.INFILTRATION AREAS SHALL BE PROTECTED DATE O INSPECTION B.BOTTOM OF EXCAVATION FOR EACH STORMWATER MANAGEMENT 4. •GENERAL CONDITION O THE ENTIRE SYSTEM SHAM FAOUTY. AT ALL TIMES FROM CONSTRUCTION TRAFFIC AND SEDIMENT DURING CONSTRUCTION. •CORRECTIVE MAINTENANCE ACTIONS TAKEN TO ENSURE ADEQUATE FUNCTION AND C.AT COMPLETION OF INSTALLATION O EACH SWM FACUTY PRIOR TO L WHEN PERFORMED. D A T E: APRIL 07, 2017 13.COMPLETE FINISH GRADING AND STABILIZATION O SITE PLACE FINAL PAVING COURSE •A COPY O THESE INSPECTION REPORTS SHALL BE FURNISHED TO THE PLANNING BAIXFlLL BOARD UPON REQUEST. D.FINAL SITE INSPECTION. 20 0 20 40 14 REMOVE SEDIMENT FROM ALL DRAINAGE STRUCTURES DRAIN MANHOLES,PIPES AFTER COMPLETION O NOTE IHF CONTRACTIVE_..A I µTKFy/ELei RF FlNA NATIONS AN0 CONSTRUCTION. REMOVE AND REGRADE TEMPORARY BERMS.SHALES CHECK DAMS ETC. STABILIZE DISTURBED PRDNDED VOLUMES ARE CORRECT AND IK AC-��.AN'CE NiIH THE PL45 9.NANTENARGE O THE STOW WATER NANCE ACRE FACILITY SLAM BE S ACCORDANCE MI7H I ATOM O PI•�THcs AND c_TARI I�AnaEi- SCALE IN FEET ARIAS PRIOR R]FINE GEARING.INeTA THE EXECUTED INSPECTION AND MAINTENANCE SPOENEINT FOR PRIVATE ER ND THE E FINAL STABILIZATION AND PLANTINGS PRIOR TO REMONNU ANY MANAGEMENT FACILITIES ARD SHALL BE THE RESPONSIBILITY O THE OWNER AND THE ASSICNEDS SCALE: _ 15.CLEAN OUT ALL SEDIMENT FROM SMf/AND OUTLET STRUCTURES. RQTADE TO CONTOURS PER DESIGN. SEDIMENT AND EROSION CONTROL DENIES 10.THE CONTRACTOR MUST NOTIFY THE BUILDING DEPARTMENT AND THE PLANNING BOARD DRAWN e Y:SEAR C H E C K E D 6 Y: yWE 18.UPON ESTARUSIIMENT OF PERMANENT(BOUND COVER AND APPROVAL BY THE FNpNEIIt,REMOVE HAY ENGINEER AT LEAST TWO(2)DAYS PRIOR TO THE START O CONSTRUCTION. BALES h SLT FENCE STABILIZE ALL AREAS WHERE HAY BALES WERE REMOVED. JOB N O: 201E-010 FILE, 20A-010 LD. BAX°TER NYE / \ UTILITY NOTE ENGINEERING 6t SURVEYING 1.CAUTION:THE CONTRACTOR STALL CONTACT DIG SAFE(AT 1-88&-ACTOR SHALL AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES,AT LEAST 72 HOURS PRIOR TI THE START R CONSTRUCTION.THE CONTRACTOR WORK.T SHALL T104 O IRE THE EXACT UNDERGROUND BOTH HORIZONTALLY AND VERTICALLY. R ALL EXISTING UTILITIES OWN IN THE START 6 ANY MONK.THE LOCATION R DOSIING HOSE SHOWN SYSTEMS HAVE INFRASTRUCTURE. BEEN UTILITIES,CROUnS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY,MAY NOT CONTRACTOR UNITED TD THOSE SHOWN FULLY SP HAYS NOT BEEN i- '- EXACTLY.DAMA ES MIC BY THE OWNER.THE ED BY THER.CR ITS REPRESENTATIVE THE ESAIDAGREES N E FULLY RE AND RESPONSIBLE FR ANY gAXTER NYE AND ALL DAMAGES WHlpl MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID SYS7EMS,INFRASTRUCTURE AND UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE \ REDESIGN.AT UTILITY CROSSINGS,VERIFY IN FIELD THE LOCATION AND INVENTS OF WATER,ELECTRIC,GAS,TELEPHONE&DATA AND ENGINEERING & \ \ SRELOCATEYSTEMS,II FCONFU CNE"ZHAND RUTPTIS AINVERTSS REWIRPERE.THE ENGINEERS DIRECTION.THE CONTRACTOR SHALL PRESERVE ALL UNDFRRCUND \ / i \ \ 2.12'MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL UTILITY CROSSINGS.. SURVEYING \ -- IN 3.ALL WATERLINE MATERIALS AND WVXRKMANSHIP TO CONFORM TO THE RULES.REGULATIONS AND SPECIFICATIONS OF THE TOM OF BARNSTABLE WATER SUPPLY DINER VAIN AMENDED TO PRESENT.DIVISION HAS AUTHORITY TO AMEND PLANS IF ANY CONFLICTS THE CONTRACT DOCUMENT I OCCUR THE HIRER STANDARD SHALL APPLY.THE WRITTEN SPECIFICATIONS OF HYANNIS WATER DIMSON ARE HEREBY INCLUDED BY W RE777tENCE AND ATrARE AS AS SEPARATE DOCUMENT. Registered Professional Engineers I \ 4.WATER MAINS TO BE CEMENT LINED DUCTILE IRON PIPE CLASS S2.U.O.N. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE AS and Land Surveyors REWIRED BY,AND IN ACCORDANCE WIN THE LOCAL WATER DEPARTMENT AND APPLICABLE AWWA SPECIFICATIONS.DOMESTIC SERVICE TO BE 200 \4 PS CTS PLASTIC LINE U.O.N..TO DIVISION SPECIFICATIONS SLEEVED WHERE REWIRED. 78 North Street - 3rd Floor S _ /i 5.GATE VALVES SHALL BE MUEUER ONLY. IRON BODY,BRONZE MOUNTED,DOUBLE DISC,MIN TWO INCH OPERATING NUT WIN MECHANICAL JOINT Hyannis, Massachusetts 02601 W HUBS. GATE VALVES SHALL CONFORM IN EVERY RESPECT TO ALL APPLICABLE AWWA STANDARDS VALVES SHALL BE DESIGNED FOR 200 PS UP�K 39'SG I IN W --r_5 5 / ��/OH WORKING SHALL PS TEST PRESSURE AND SHALL OPEN LEFT. Phone- (508) 771-7502 6.VALVES STALL ALSO CONFORM TO THE SPECIFICATIONS R THE AWWA AS TO SIZE STEM,PITCH R 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 Fax— (508) 771-7622 ONllt_ l i OH THE DEER R THE VALVE SHALL BE SUCH THAT THE SEAL PLATE CAN BE FITTED WTH NEW'O'RINGS WHILE THE VALVE IS UNDER PRESSURE IN www.buxter—nye.com O� \OH 5 I S�ppN`' THE FULLY OPEN POSITION. _�, /VOA �1P ®A \ 7.VALVE BOXES AND CURB BOLOS SHALL BE BUFFALO R PIONEER AND STALL BE FURNISHED AND INSTALLED FOR ALL VALVES. THEY SHALL BE ,�// p ".�O III 114 I' N_ --"' �i CAST IRON.TM COATED,SIDING TYPE ADJUSTABLE VALVE BOXES TOGETHER WITH CAST IRON COVERS SEE WATER DIVISION REOILATRS O1."' M'u�-1/'�' �' W 5 C� 3. �.- o &TYPICAL COVER OVER WATER LINE SHALL BE 5'.IF LESS THAN 4'R COVER IS PROVIDED.INSULATE WATER LINE AGAINST FREEZING IN / FIRE SERVICE TO BE TIED IN TO 12'D.I. / -�" 5 S,�REE■■■ G 0 P \ $n 1 \ ACCORDANCE WTH DETAIL 0205 R EQUAL. WATER MAIN.PLACE VALVE.BOX AND VGC \ 9.WATERLINE INSTALLATION REQUIRES DE ROD RESTRAINED JOINTS TO E USED AT ALL BENDS ENDS R LINE,VALVES AND FIRE HYDRANTS PER TAPPING REEVE MATERIAL PER TOWN W RL O1` FPE WATER GIMSANS R REQUIREMENTS.SEE W D,NAIER MN '�_�y OH t NSIWI�3�H P I WATER SUPPLY DIMSON REQUIREMENTS RESTRAINED JOINTS TO E INSTALLED PER TOMN OF BARNSTABLE WATER SUPPLY DIVISION REQUIREMENTS. 12 'pY\ GH 0 W' q y U8 10.IF RESTRAINED JOINTS CANT BE USED DUE TO PHYSICAL CONSTRAINTS.ONLY AS SPECIFICALLY APPROVED BY THE WATER DEPARTMENT, `..X /E ZING BENCHMARK �• /� UP li C.`� \ < I \ THRUST BLOCKS TO BE INSTALLED AT ALL BENDS ENDS R LINE.VALVES AND FIE HYDRANTS IN ACCORDANCE DETAIL OM.CONCRETE THRUST \ / WATER GATE CO R 5 __' \\ �O.{, 11 `Z EXISTING y BLOCKS AS REQUIRE,CONCRETE SHALL E 1 PART CEMENT TO 2 PARTS SAND AND 4 PARTS COARSE AGGREGATE CONCRETE CLASS'C'WTH A RIM=24.71(NAVD 8) —�G \\ \4,r URT TO c} I 28 DAY COMPRESSION STRENGTH OF 20DO PSI MINIMUM AGGREGATE SIZE OF 1-1/2%THRUST BLOCKS SIZE PER SPECIFICATIONS ALTERNATELY STAMP STAMP RELOCATE PRECAST THRUST BLOCKS TO DIVISION SPECIFICATIONS MAY BE UTILIZED. FLANGES WH ALL BETAKEN TO ENSUE THAT ALL CONCRETE THRUST Q 5 ££5%_C' 1` @0�, \ \ \ BLOCKS BEAR AGAINST UNDISTURBED TRENCH WALLS AND NOT TO ENCASE FLANGIE SH AND BOLTS ON MECHANICAL JOINT FITTINGS. ERE 4 z. UNSUITABLE EATING MATERIAL IS ENCOUNTERED,EXCAVATE AND PLACE SUFFICIENT CONCRETE BALLAST TO OFFSET THE ANTICIPATED THRUSTS /41 5 'G -•�~ g // .®"� \` \ Z O \ II.TOWN OF BARNSTABLE WATER SUPPLY DIMSON APPROVED WATER SUBCONTRACTOR AND INSPECTOR REQUIRED.COST OF THE INSPECTOR SHALL % I N BE BORN BY THE CONTRACTOR/WATER SUBCONTRACTOR. 41 _�.•� = G MW 2 \ �� \ I DEED 1 17.AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WTH MASSACHUSETTS BUILDING OWE AND APPLICABLE NFPA REGULATIONS IF /s C 50 REQUIRE. .Rl S II/ 9'7'9 STING UGHTS H \ PA'\ I \ 13.PROVIDE A STORZ OR OTHER REWIRED FIE DEPARTMENT CONNECTION(FDC)AT THE LOCATION AS SHOWN ON THE PLAN AND AS APPROVED �P'H�OIVS 5 \ TO BE RELOCATED \ \\ BY THE FIE DEPARTMENT.REFER TO ARCHITECTURAL,MEP AND FPE PLANS FOR LAYOUT.DETAILS AND SPECIFICATIONS OF FIRE SPRINXLFR CsT ih\ W LPG p I $YSIF]I. A TAR MATERIALS FOR INSTALLATION LL THFg 4 ATA IS SHOWN SCHEMATICALLY HEREON. ALL LAB MOTS( EQUIPMENT D TERI 1 GAS ELECTRIC D COIL R, QU / CONSULTANT \ IN NTH A MINIMUM COVER R 3 F72T U.QN.OR CO SU 8'DIP CLASS 52 CEMENT LINED FIRE \ UTIUTIS SHALL E OWNED AND PERFORMED BY THE CONTRACTOR. UTILITIES SHALL E STALLED -- 7 \ AN u SEANCE PIPE N E RESTRAINT JOINT $ CTHITY CO DIRECTED BY THE CONTROLLING UTILITY COMPANY.CONTRACTOR SHALL COORDINATE ALL FUGAL UYQU75 D DETAILS WTH APPLICABLE 148 WW PIPE PER XYARNIS WATER DIVISOR C � COMPANY. FPEN N UTILITY COMP Y REQUIREMENTS SAD ARCHITECTURE SPRINKLER RE AND \ `( \ \ PIP PLANS ON ADDITIONAL S90NIQER �NI _ •.' >':':: \ HAVE ALL COMMERCIAL LIGHTING SMALL DIRECT ALL LIGHT 50 AS TO KEEP ALL LIGHTING WHIN SUBJECT LOT. ALL COMMERCIAL HE CAP STALL PIPE LOCATION INFO�EIATION EXISTING O � f P EN Su 6SZ ^ VV G' \ \\\, \ \ HAVE THE FlX(NFE HECIT SET AT 25'MAXIMUM HEIGHT ABOVE GRADE LIRRNG DESIGN SHALL MEET THE REQUIREMENTS OF THE CAPE COD \LIGHT TOE �( GZ 'I.,V SgNG COMMISSION TB-95-001'EXTERJR LIGHTING DESIGN'. �OCATm &f. r^ EXRILO,NO ® Y \ 16.ALL UTILITY CUTS THROUGH EXISTING CONCRETE R BITUMINOUS CONCRETE PAYED SURFACES SHALL BE SAW CUT. BACK FILLING OF TRENCH / Cy R1}t GS MSGTIING �85 Q \ NV�1575 \ SHALL INCLUDE 12'IN DEPTH FLOWABLE FILL TO THE BASE COURSE OF THE SURFACE TREATMENT. THE SURFACE TREATMENT SHALL THEN E \CONTR IN-15.72 REPLACED DH ND. BONS TO 'PVC \\ \ CONSULTANT 4 \ k \ - \ \ 17.SITE CONTRACTOR TO OWN ALL A EXCAVATION.XIS. CONTRACTOR A TOR SHALL FOR ALL UTILITIES AND LANDSCAPE MISCELLANEOUS WORK OTHERS FO A DI THE \q RELOCATED \ \ \� \ \M$ ISCOPE OF THE NFORMATION AS APPPPICABLE CONTRACT DOCUMENTS CRNACTR SHALL REFER TO MEP AND LANDSCAPE PLANS BY OTHERS FOR ADDITIONAL UrA 1&ALL WORK WTHIN THEE PLANS SHALL BE PERFORMED AND PROVIDE BY THE CONTRACTOR IN ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER R NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. -19.ALL COVERS CURB BOXES.RATES.AND OTHER FINISH SURFACES SHALL E RESET TO THE NEW FINISH RARE \ \G ® E�FNp2 \ N O O N \ L, \\ \ ?ROCS THE FIRST0.THE FIRST 100 FT OF FROM NSIORNILDING DRAIN ACE FOR STORM DRAIN.SEWER AND WATER AND D SEWER PIPE TO E CAST IRON MATERIAL. REFER TO PLUMNG SHALL BW TH PLUMBING CODE.ING NG PLANS BY OTHERS THIS AS EXISTING AC Oy \7LV \ REUNIMOVED \ W —� 0 • \ PREPARED FOR: 21. FMEREOR- APPURTENANCES NCES S CALLED OUT To E E ABANDONED U/PLACE R REMOVED AS NEEDED CONTRACTOR SHALL OWN REMOVING PIPE AND `C®h AND COVER N g \ \ A➢PIRTENANa=S As NEEDED MERE THEY CONFLICT WITH PRR05m YgfeK. ROCklarld Trust TO GRADE - CONDUIT\ )S 288 Union Street -1 \m o \ Rockland, MA. 02370 \ f A P 00X N/F DONALD M.BURCH R UNDA A.BURCH, \ NT\N REKp1N\NOw tO.pµMS \ GA;J.`NN Om TRUSTEES OF P� f® ( CWE OV�5 SMH I,3 IRRIGATION Op{SNPGR T THE DONAUD W BURR 2017 REVOCABLE TRUST \ CB DISK FN ;� G i� WELL .•yODE 141 GEED SK.303M PG.27 ®\ AP� INV-10.63 - f4.® I PARCEL 290-099 \\ ,y� P \\ N 5 iNYm10 PROJECT TITLE 765 MAIN STREET — � Hyannis, MA. O \ INV=13.93 C f N \\ ADJUST RI AO.NST RIM AHD ' R GRAD \ E SnN R=19.56 E \. \ \ BENCHMARK CATCH BASIN RA 3L1 / \ RIM N BA IN GRA8) \ SHE \ \ i b�6 }I/F TFG H HOTELS HUSPIT RTS,INC. \\— / C/0 TFG DEED SK.22 98 SGR 8 C. \ PARCEL 289-110 f \ \ 91d�?' N DESCRIPTION SHEET TITLE Utility Plan / CBDH FND 1 SHEET NO ET : APRIL AT E: 07 2017 SCALE IN FEET SCALE: I. + 1 DRAWN BY: SON CMEC KEO 0V: YWE JOB NO: 2017-010 FILE: 201J-0fO N. till ArchitectsPC ems' Work - \l T� \ Rm 905 South Main Street �\ Pod Ame E Building B,Suite 201 ® Mansfield MA 02048 E IIII �- E 781-331-8541 / .drlarchitects.com o Public ❑O1 r f a cony c«N R nM Rm p - - ® c0' - - D No. Description Date a �b tl 4' O d�FA+ oxQ 24 Hole ROOF �' "TT �.' _� VestmWe BELOW 0 ^� 00 ❑ t l w e l Q O O co Room + b c c 8 O W m 0 0 R �Reception } j offim RT on no no no on 1 ❑ C 2c) HP HP 7- �Tm ® O. ❑ � ROCKTLRUST AND g O O 8 < U Q�� V - B Where Each Relationship Maners' O O O✓ l�� q \7/J �, Proposed -J� Renovations T6�Main Street Hy—is,MA Vestibule �l " Proposed Upper Floor Plan Layout SCALE 1/5.ep_O,. TOTAL GROSS SQUARE FOOTAGE Z592 S BRANCH GROSS DING FOOTAGE 2,692 S _ COMMEfICIAL LENDING fA055 SQUARE FOOTAGE 3.141 S I ) 1' 16081 4-4-17 \` m. A \.�i A P..•n GFB �w GFB Al 1 2 3 4 5 1 2 3 4 5 6 D R L 'r HP ArchitectsPC 1 --------------------- l� O 905 South Main Street Building B.Suite 201 Mansfield,MA 02048 E O E 7a1331-as4t Safe pappgi[ ��� wlmcddarchftects.com var,nLQW=_ HP UK ------------ Sara Deposit Lobby Drn.p �`�. Stair D No. Description Date G lj — HP Mach Rm y Elevator Lobby IV-IV C C ,.1s awlFoal was Z El I I I I I nN o rL o1 I oi I \ I I I I , ROCKLAND TRUST B ---t- - - B Where Each Relationship Matters' `--- B Renovations enovations 765 Main Street Hyannis,MA a Proposed Lower Floor Plan Layout scA�E: 1/a•a r-m GROSS SQUARE FOOTAM- 5,6{5 si 16081 ZE 4 17 GFB GFB 2 1 2 3 4 5 6 2 3 4 5 6 1 � r DRL ArchitectsPC 905 South Main Street Building B,Suite 201 Mansfield,MA 02048 E E 781-331-8541 wwvt-ddarchilecte.Com =CMXG 10 Rw'Ewx ,Fm,.s w ®was a1�n Awl RF-mt£—i Pm FlN9i(Wolf) W-0 9YP lAP SOWC ro BE 9M10ED w MM A i Pro(W rrE) E10STN6141tt a—ro BE RdDVm - NEw SEAYU}5 K SIWE AWY allla6 - m W1CH FMRNO(dAO(JNn 9Ni1FAe AXD Ra TO BE PROVmm(.-m - CNm HN�UP�IE uo 9e / EIDSINC 9Baf v£IGBE ro RfLAW - .Kats ro a DJ�FL'im _ Awl IX PaXIEI]AS REQPREq X��P CWC�AIXNyVm YEfAL E FlNBI(BIAIX) , D / D No. oasDdouon Date Tff It GRWND FLR -,v BE Y slwEmar EX1RY DDaR �m ro a-- wAr Wm uN"ro mAYE(rw1E rmstl w/ aEAn IN41L CLAm1G E>DSIWO WXOOwS Mm NEw tP Hlal PETAL LLAIm RAA - Ax0 Pm 2 ra®1 COA3 . (�C01LM tXVAWYE nl®1 NEw YaDED YILLWORIf Q11XY lrml (.�� w/Pm FOD91(WInE) C—TE) Ca1C BTuw Arm{XAT{O(N H COIa091E CDIYYN COMA N TM i(r KMINOS w/ flxbr CALVNYI� Pro nrasl(1XYlE) BtAIX) _ LOWER LEVEL EEV 18.02 Proposed Front Elevation SCALE 1/v=l'c,- c c ' El13RN0 ARCw1ELNR11 ROOF sNwaas ro RrYAw oustum mn m eE ulsvEclm AXD �u1wn aR REPLA®As REwoaD FIGSDNO AfE]l1ECNRAL ROOF AEmVE NEY Pm f➢B91(WInE) . swxaEs ro REWNN AN mRLCPLA®Wm Xn wm stump ,E""" KOCKLAND ro 1a Om we(a{a0 E1 arwc wrens ro mvovm Arm K EENLR.M H („� s1Wc A( carets - -. P,�,� ,� TRUST ovsm+c wYwrs AxD 1wY ro a srn B ( TE) AxD Pm 2 roast wArs AWrEI B Where Each ReWGGrLdtip Matters' k NEW amc-w uNOPr Bmuc� Proposed Renovations .a191m Alm¢PtANN .. )_ L w s� 765 Main,Street MA EXI.Nc meIX VatEBE ro REYAN 9 Hyannis,MA rGw caPasrE twY w/ wsnxc acPns ro BE 5 Pm FlNBI(WYlE1 Atm NIX PaX1ED AS IEOLIWm, ` n a o N GROUND F1-R _ 2771 i ra:1l COY PM MM(WaTE)L01Ef1 � AND FlUYE(W HE7n FlXL91r)M% NEW IAxOSCAPPlG MAY WIx y6CIP CWCCILVMLYE SAL CLEM NM 6ISNG cwc rum aAm BaLtAims 91(aAtlO xEw sr ws�YEru aARD RNL P w/TFllnw BalAlm W1EIi. -M aUDE WLOR CALVALOI¢falBf w:FFRIXro a1a DWs Nm w 16081 NEw 1,8 L'aNC iW -cs Arm RAIFORY iM PETAL RNtMG4 W/OALVAWYE - sx SLAW °"° 4-0-17 LO A - WQt fLEVEL A o...q E1.Ev: aoz GFB Proposed Left Side Elevation GFe SCALE. A3 1 2 3 4 5 6 �� , 2 3 4 5 6 D R L ArchitectsPC 905 South Main Street Building B,Suite 201 Mansfield,MA 02048 E ^ E 781331.8541 www-ddarchitects.com FI�IW�O ro E IN9'ECIED µDA➢dD Q PEAACFD AS RE°NaD IEmt£MEW Pi0 np91(WWIIE) ����µD FJ]SIIXC Aw]f11ECNXAL a00FJ Arm IEmK I��NW�PIID flN191(MXIIE) �9yNtiFS 10 IE]INx lAP�1C®/s•E]E�p4�IRE ® EY 1D:°IAMC.LL°fVAlpt Gtl1T YL4r lII1T. NEW YECHµ1CA1 UMrs Y1M CDYPOs1E Ctlulw CDY:R NEW ELE—9iAFT µD YAtlmlE RO°I SIRUCiVRE E10GID1c(LTIEi6 ro aE REYDVED ANO �lEM 9E/JDE4'N STM1E AWY mTRRS H aWE ro ee PRrn1Dm OWED a°—N ROOG _ W 9°IM /4 EJm0D RE k M oc.®'mlIXls m az wsr¢iEnX NEW AR°9TECNRAE ROOF µD NIX PmnED AS iff°IDaD, EN31P10 DOWa µ ro ff _ ..____L__. 9YNGIS ro M YAl°I nDSlwO SDtAPm ANO PID 3 M FP091 COArs (-TQ NM—UP CANDPr CnArt f— Lm tA1¢auEUE oars D - . __-....._.....- D No. Description Date Af\GROUND FIR I -.m.... W1 PM NEw C°MW(W fr aDums IW xn dr ww YErAE°um RAa Ezslwc wm smnos ro REWDND raW mtIPOEY F—A --" rlX catnR rxvAEut¢vvosl ro REPtA® xEW vwx sunEla rowlw I _ _ _____._____ __-__.______._____ xEw D>P mX0 Pub j - �_ Ives�l�tl0w n6:%cAE WA 1: :AaEirmiW/W/Pm M. . rnXrin I O I LOWER&62 I -- ,.----- _ - - - - - ------- I - - - - xEW mama mvER Proposed Right Side Elevation M0 µ Pm(411EY) NEW tlP CDNC.—upISlfat I 1 I 1 rEW tlP CtliC WAINWA0 CUfB Alm CUREL SCALE t/a=t a r µ �� �YPnAYs EMnE rvas0 w/ �ro°�°� W�j'Drtla�Dw Dn�corm nEin wsa.nAm+n raW ar Xla nrAL mAm RAE uEVAuna:Evml - C C ElOSAlG ARtl1nECNRAL R06 91wtSE.ro RalAw � NEY YECIVRIW-EUl'AroR t4XT. ��sm�c tRmY ro�wwEcrtn Am Y�'Aa�Ale��atl s�ita�'icrv�. ,wD Wa um 1¢mtE xEW Pm rmmt�rr°�cIE7 . ra YEouxxAL oars E)091DIG°lilUlS ro eE PflID1Ea AND ro BfxPR0141m(1YYlE)� RocxLAND TRUST B - �ro—UP GH0P1' B Where Each Relationship Matters' L------------------------------------.___ _____.-------,.-----------i-____-__.___ ____________ �xDla�io Ynmt mswc . Proposed Renovations IFFMI 1 oc 765 Main Street (aLACIa Hyannis,MA ............ J. N _ i GROUND F1R SDtAPm µD Pm x nwSl CDArs __ -- b '-' _ 4 i M=GG 9aIX vnlEFR ro EWSNlc.IDPIIG ro as INS'a—I .... ....... ....._..._. .. ... _. As 16081 I ,. Exismc ro az sIXAPm Pmtrtn—� - I II - oaslwc tlutlts ro a REaula;n E ostwa 1�1� � _ 4-0-17 LOWER LEVEL _I ELEY.1a.02 sR� �„n GFB A Proposed Rear Elevation �� m0 W < :/ 6II ro tlWE DWDe A SCRLE: 1/4"=1'-0' OAEv AtaFA wAr AT ENslwe wMoOw PAltll EWSIwO aPENwc W/ +w GFB I u �> ,_1____µ-- . Ilfll CDYPDSIE mVDi FRIX VQaFR ro YATCx F]DenNO ry --______________________i_� MIX P1D FlM91 C—(WIIIE)EJ �] 1 (SAND CDXC FlLLID mARO BDLLAADS `^ .------------___------__ ____________. MFI�CCXC DIUIE-UP W/\Eyypy/9°y�pp EpyFp, n w+o r°d1aDciwwwwnm WAu. utD mlm. miw+r°�ss ww W virn .. �..1�4 1 2 3 4 5 6 w M. .o.W i 4 n Street AC� �� Scudder Avenue ,�l, A it L=70.03' 28.10' .• , ••..�_40.15' .... �cN a 23.08* -` "--L=37.04{ I •F� f"nd. =L:70-j0% '`'L=12.00' . CNS �•� o �'�"`°°') r I I a �° l certify to The Bornstein � ^o Companies that, to the y, I °, ( best of my knowledge and in my opinion, based on $ I �° �• °o the plans of record ref— erenced hereon and the m 37.1' { •� I I �o ,.,.. - o concrete monuments (CB s) found and noted "Held', • i o I °, the building shown on this Pad 1-112 Story Brick Building. i o a plan is located on the ground as shown hereon. o cb 90V { I Date I coo I o N i I ni ► o cNo `o - r—� I y ! p { � cp lit I3 # { a o eld rw Q a�o I Cb o °o Plot Plan of Land IQIn jo I '¢`N) Barnstable LHvTannis), Massachusetts 0 Prepared For Roof : (31; , , w Th e BORNSTEIN COMPANIES I CD *Uot Pb.t(rid) 0 30 60 90 Cb ® i I O ps.r�oebn a (riv�) ;o Scale 1 =30 November 14, 1995 I ----------I— 1.0----- i \ ' .. Prepared By r o ..40{ 19 . Eldredge Surveying E Of P°"°"t CB Fnd- & Engineering 279.96' \ o (Held for Line) \ 1038 Main Street, Chatham, MA 02633 ':..conveyed together with an \ \ : Telephone: (508) 945-3965 easement to install drainage \ ;A ofas FAX.• (508) 945-5885 facilities over tha: parcel \ TER Y `yes, Drawing: 17920JOD ■ ...denotes record location of CB (did not of land described ,�s \ \ l� 1_• \ `� WAY b-1792-03.0 recover) unless otherwise noted "6' drainage easer,:7ent ..." �` \ U L RE�" See Deed Book} 1386 Page 624 \ \ Sheet 3 of 3 %1 L i s7 yr lw p,ii-DING DEPF Not 2 �L 1996 s I i r � I ' TPD _ 0 o iy !I --low i { I wlAITE =r s, n-C)Paz Try Ire. x z - 9576 5,:�,2.1AJC0-_'y r -B D N SIA.GN COMPA ` y ;zp*;1; T+;it;? gig ^'ICES OF OF sGNt, JORDAN-SIGN COMPANY ALL TYPES 103 ENTERPRISE ROAD Serving Nee_ >%' � � `�i'' `" `'-"� 1947 � R a2-6ay ; arszw 21J3 EN'iEi�P'i215E hi7. F4 lti�tc'�u5, �� HYANNIS, MA 02601-2212 ��/ DATE LOCAL 508-771-4020 iRAWING NO ry� FAX 508-771-6658 SCALE ._� DES S 1 G N 1CA. USA` 800-247-4467 �G CUSTOMER _P y Lc,, $ I 5 Fr r �- C C.� Qk. t wvw- PeK M AND AT SIRE OF w . ENTRY PORCH TEavr.� Ga�•o/ Q r � _ 4 pmdenW Securities t `- • .i I t ` NEW E�. 0 r';` /j , !t NOTE' GENEM EOtrmTOR t4 PROSE ADD-uTERMIE " I` P FOR RE 6 XL f�t'WG STQR�t t5 =. :(P,F AND Fl1PNASHING NO 161ALUNC AU HE�t I j = l G GS y I�t�ti, SON 5SIMilti4w5• ,? 3 Af X • I . .. .... 1, �'ri?.� Z �i� � E l 9 .A 'a L • �� i.9. i 41 o ic.► o x � - i a d c m I: S1 u. U d Lid .2i i `1.e`, \, } r• : r a o m s 1 i 1 t I 113 AT HRO 0 M 13ATHROOM i - t EXI S T I N G ----.. KI T CHEN E