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'�z ___"_"�'.�_* _ �, -1 - ' ,,, �."-.- ..11-.1 �: . , I - '_' __�.'�__'._�!:�_-_:�,� -, , -�---�, _,,?�'_��.::A�"�_ , ' , ��"�':,"� � 4, A �-�,�,.�,�,,,-,-,,""",.",�,-,��",,,',�.'-""'- ,L' " � � _ _:_�:____ �------ . � :::�-'-�'��,_��'. � �'� "� ., � - .�,111,li"" ,.� Town of Barnstable Building Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept SAMSTABLIL miss p q g P Permit Where a Certificate of Occupancy is Re uired,such Buildin shall Not be Occu ied unt Posted Until Final Ins ection.Has Been Made. �� it a Final Inspection-has been made: Permit No. B-20-1839 Applicant Name: Karen Russo Approvals Date Issued: 08/07/2020 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 02/07/2021 Foundation: Commercial Map/Lot: 274-008-B00 Zoning District: SPLIT Sheathing: Location: 425 ATTUCKS LANE, BARNSTABLE Contractor Name•4DANIEL A AZEVEDO Framing: 1 Owner on Record: ATLANTIS IYANOUGH REALTY 617LLC Contractor License: CS-059984 2 Address: PO BOX 960696 Est. Project Cost: $500,000.00 Chimney: BOSTON, MA 02196 Permit Fee: $4,650.00 Description: Interior remodel of existing store consisting of painting walls, Insulation: Fee Paid: $4,650.00 installing new refrigerated cases, resetting merchandise,and Final: upgrading existing equipment to new and improved versions. Date: 8/7/2020 Project Review Req: � � Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced with rvsix months afte'r,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 strIuctures 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 the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire 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: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 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: "Per ntracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department �o All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 1 :� . Town of Barnstable - o Building t Post This Card So That it islVisible From'the Street-Approved'Plans`Must be Retained on lob and this Card Must be Kept reaiasrn Posted Until'Final Inspection Has Been Made. ��rmyJl uw Where a Certificate-Of Occupancy is Required., Building shall Not;be Occupiedruntil a�Final,lnspection has been made Permit No. B-19-2949 Applicant Name: Justin Adams Approvals Date Issued: 10/11/2019 Current Use: Structure Permit Type: Building-Accessory Structure-Commercial Expiration Date: 04/11/2020 Foundation: Location: 425 ATTUCKS LANE, BARNSTABLE Map/Lot: 274-008-B00 Zoning District: SPLIT Sheathing: Owner on Record: ATLANTIS IYANOUGH REALTY LLC Contractor Name:",-, Framing: 1 Address: PO BOX 960696 Contractor License: 2 NEEDHAM, MA 02494 4` Est.,Project Cost: $392,079.00 Chimney : Description: Installation of one Bloom Energy natural gas clean energy fuel cell. l Permit Fee: $3,717.92 The fuel cell and associated equipment will be su orted on cast in Insulation: Pp Fee Paid:. $3,717.92 place d precast concrete pads. l rk associated with this Date. 10/11/2019 Final: permit aPPiationprovtdedn the scope of work on the Pan sets._... . The fuel cell will replace the super markets base load power with clean reliable energy via a non-combustion process within the fuel , Plumbing/Gas cell. Rough Plumbing: „ Building Official Project Review Req: Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after Issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the'approved construction documeritsfor which this permit has been granted. All construction,alterations and changes of use of any building and structures-shall be in compliance with the local zoning by-laws and codes. 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. - - — Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: `X 1.Foundation or FootingRough: 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 Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 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 r Bowers, Edwin r. From: Jonathon Idman <jidman@capecodcommission.org> Sent: Thursday, November 29, 2018 8:55 AM To: Justin Adams Subject: RE:425 Attucks Lane - Fuel Cell R,v`S�Y��1e Justin, Based on my review of the concept site plan you provided for the Marstons Mills site, it is my opinion that no formal Cape Cod Commission review or approval is required for the fuel cell as proposed on said plan. Specifically, based on the location of the proposed fuel cell to the:rear of the site and within existing impervious coverage area, the proposal is consistent with the Commission's decision, as modified,which is appurtenant to the site. Jonathon D. Idman Chief Regulatory Officer Cape Cod Commission 3225 Main Street, P.O. Box 226 Barnstable, Mass.02630 508/744-1260 From:Justin Adams<Justin.Adams@bloomenergy.com> Sent:Thursday, November 29, 2018 8:40 AM To:Jonathon Idman<iidman@capecodcommission.org> Subject: RE: 425 Attucks Lane- Fuel Cell Thanks Jonathan. We have another development at the Stop &Shop in Marston Mills (3900 Falmouth Road),see the attached concept plans. It appears as though there were at least five modifications in the years that followed the initial construction. Would you also consider this equivalent to the project on Attucks Lane? Justin Adams Lead Permitting Specialist Bloomenergy Connecticut 860.839.8373 iustin.adams@bloomenergy.com From:Jonathon Idman <iidman@capecodcommission.or>?> Sent:Wednesday, November 28, 2018 8:35 AM To:Justin Adams<Justin.Adams@bloomenergy.com> Subject: RE:425 Attucks Lane- Fuel Cell Justin,As we discussed yesterday by phone, it's my opinion after reviewing your proposed site plan and after having previously discussed the proposal with your colleague Lilith Wang that the proposed fuel cell at the Stop&Shop/ Attucks Lane, Barnstable site does not require formal review by the Cape Cod Commission, and is otherwise consistent 1 with the Cape Cod Commission decision that is appurtenant to the site, so long as permission for such work is obtained by the town of Barnstable. n Jonathon D. Idman Chief Regulatory Officer Cape Cod Commission 3225 Main Street, P.O. Box 226 Barnstable, Mass.02630 508/744-1260 From:Sharon Rooney Sent:Tuesday, November 27, 2018 4:43 PM To:Jonathon Idman <iidman@capecodcommission.org> Subject: Fw:425 Attucks Lane- Fuel Cell Hi Jon, This request came through to me, could you get back to him? Thanks, Sharon From:Justin Adams<Justin.Adams@bloomenergy.com> Sent:Tuesday, November 27, 2018 1:13 PM To: Sharon Rooney Subject:425 Attucks Lane- Fuel Cell Hello, I just left you a voicemail regarding the installation of a fuel cell at the Stop and Shop in Barnstable. The building dept. in town suggested that I reach out to the CCC to verify if a review process is needed for development on the site. Attached is a rough site plan, which will be further developed, but I wanted to know what sort of permitting requirements will be needed as we head into the design phase. Thanks, Justin Adams Lead Permitting Specialist 2 i a ` t' Final Construction Control Document = To be submitted at completion of construction by a ' Registered Design Professional for work per the ninth edition of the Massachusetts State Building Code, 780 CMR,Section 107 Project Title: Fuel Cell @ Stop&Shop#406 Date:7/21/2020 Permit No. B- 19-2 9 4 9 Property Address: 425 Attucks Ln.,Hyannis,MA F Project: Check(x)one or both as applicable:X New construction Existing Construction Project description:Installation of fuel cell power generation system for Stop&Shop grocery I Jonathan Baker MA Registration Number: 54863 Expiration date: 6/30/2022 , 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 X Mechanical Fire Protection X 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 and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this co -x%�°FMgss Digitally signed Nothing in this document relieves the contracto responsib ard�� yc f 780 CMR 107. JONATHAN M Enter in the space to the right a"wet"or c BAKER Baker electronic signature and seal: No. 54863 `" Date: 2020.07.22 A;PI - 08:42:28 -04'00' Phone number.919-576-6583 Email:jbaker@oakcityengineering.com Building Official Use Only Building Official Name: Permit No.: Date: Version 01 01 2018 Ea B Town_ of Barnstable iill 1 ri g � . .�� t Post This Card So That it is Visible From the Street-Approved=Plans Must be Retained on J;ob andthis=.Card Must be Kept STA Posted UntilFinal InspectionHas Been=.Made. s I c^ it a Where a Certificate-.of Occupancy;is Required;.such Building shall Not be Occupied until b Final Inspection has been made ke Permit No. B-19-2986 Applicant Name: Karen Russo Approvals Date Issued: 09/30/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 03/30/2020 Foundation: Location: 425 ATTUCKS LANE, BARNSTABLE Map/Lot: 274-008 B00 Zoning District: SPLIT Sheathing: Owner on Record: P& LL INC Contractor Name:` ,DANIEL A AZEVEDO Framing: 1 Address: PO BOX 1776 Contractor License: CS-059984 2 HYANNIS, MA 02601 - Est. Project Cost: $ 200,000.00 Chimney: Description: Provide an on-line pick up location for customers 'Permit`Fee: $ 1,920.00 i Insulation: i Fee Paid:. $ 1,920.00 Project Review Req: a' Final: 3 I f 2- Date 9/30/2019 Plumbing/Gas Rough Plumbing: _ ,4Building Official Final Plumbing: 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 the Final Gas: work until the completion of the same. ` Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:C ` Service: 1.Foundation or Footing r 2.SheathingInspection I _ Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 1 t { f Final Construction Control Document u To be submitted at completion of construction by a w d Registered Design Professional ,ems' for work per the 91h edition of the v Massachusetts State Building Code, 780 CMR, Section 107 Project. Title: Stop &Shop—Online Order Fullfillment Area Date: 3-13-2020 Permit No. Property Address: 425 Attucks Lane,Hyannis,NIA 02601 Project: Check(x)one or both as applicable: New construction XX Existing Construction Project description: Constructing an Online Order Fullfllment Area inside the Existing Supermarket I;Thomas P.Scott,AU,MA Registration Number:6015 Expiration date:8-31-2020,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: i XX Architectural Structural Mechanical Fire Protection Electrical Other: Describe 1 i z 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 and the design.documents approved as part of the building permit and that I or my designee: t 1. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents.. 2. Have performed the duties for registered design professionals in.780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CM 07. D AA0y�� Enter in the space to the right a"wet"or electronic signature and seal: WAL ' Phone number: 781-693-7400 Email: tscott@sga-architects.com 0 Building Official Use Only Building Official Name: Permit No.: Date: k Version 06 11 2013 f 2 Final Construction Control Document u (= 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 Project Title: Stop& Shop—Online Order Fulfillment Area Date: 3-13-2020 Permit No. Property Address: 425 Attucks Lane Hyannis,MA 02601 Project: Check(x)one or both as applicable: New construction XX Existing Construction Project description: Creation of Online Order Filfullment area inside existing supermarket. I,Lawrence A. Farrer,MA Registration Number: 30388 Expiration date: 6-30-2020, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: XX Electrical XX Fire Alarm 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 and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet"or electronic signature and seal: FARRER a Phone number: 617-288-3969 Email: larry@eaincboston.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Town of Barnstable Building IMMsrn Post This Card So That it is Visible From the Street;Approved Plans Must be Retained-on Job and this Card,Must be Kept e • "AM ` Posted Until Final Inspection Has;Been Made = e�'1111 t Where a-Certificate of Occupancyis�RequirOd,such Building shaW bt be0ccupied Until a Final Inspectibnshas been made 111Ji! Permit NO. B-19-3172 Applicant Name: Agnoli Sign Co. Approvals Date Issued: 09/25/2019 Current Use: Structure Permit Type: Building-Sign Expiration Date: 03/25/2020 Foundation: Location: 425 ATTUCKS LANE, BARNSTABLE Map/Lot: 274-008-B00 Zoning District: SPLIT Sheathing: y � Owner on Record: ATLANTIS IYANOUGH REALTY LLC Contractor Name:`~., Framing: 1 Address: PO BOX 960696 Contractor License: °� 2 BOSTON, MA 02196 Est. Project Cost: $0.00 Chimney: Description: Directional signage for Pick up service Permit Fee: $ 100.00 Insulation: =Fee Paid:. $ 100.00 No logos/namer y Final: Date. 9/25/2019 18" X 24 8 reserved parking signs ` Plumbing/Gas 18"X 24 3 directional signs Rough Plumbing: Zoning Enforcement Officer Project Review Req: Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open foraPublic inspection for the entire duration of the work until the completion of the same. - a `s Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 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 Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health 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. 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 oFr Building Department do Brian Florence, CBO Building Commissioner B�NSTABLE ■AMSfABM O4R.r>rb;k- r Luc m�v!c.nAv:s MAC g 200 Main Street Hyannis MA 02601 39.20" 1.,'—V - 9Q i639 `� > > 16]9-201a 'OrE� l a www.town.barnstable.ma.us 5Y5 Office: 508-862-4038 Fax: 508-790-6230 Sign Permit Application Zoning District Permit # Historic District ❑ S �- �v Location by Li n~° —r /I n e j Street address and village AGNOLI SIGN CO.,INC. 722 Worthington St Applicant P n gfieA P.0.Box 1055MA 01101.1 55 Mao & Parcel Telephone Number �?3 -73,P----Y711 Email Ci:4s 77NZ Q No"166,v,G��-P Sign #1 Sign #2 Wall Wall Freestanding ci;�:l Freestanding i�- Electrified* Electrified* 3 Sp 10 Dimensions Sign #1 t Y Dimensions Sign #2 Square feet Square feet fff&'r-i--;�� 5: ' Reface Existing Sign ❑ (9/Replace Sign Fc5;q Width of Building Face ft. X 10 = X .10= *Lighting Type k)t/)Al L A wiring permit is required if sign is electrified. /JL� xe�-?-e-,a-ItA- Signature of Owner/Authorized Agent AGNOLI SIGN CO.,INIL Mailing address 722.Worthington St Box 100fieldl IdA 01101.1055 _ % 1 722 Worthington Street P.O.Box 1055 A g noli Sign Co. Springfield,MA 01101-1055 (413)732-5111 fax(413)787-2169 Me o To: Robin-Town of Barnstable,MA From: Christina Moreau RE: StopBShop#406—Pick-Up-425 Attucks Lane,Hyannis,MA Date: 1/8/20 Enclosed is the revised sketch with the new copy for the StopBShop pickup.I have also included a copy of the permit that has been issued for this signage.Please let me know if you need anything else. Thank you, Christina Moreau AGNOLI SIGN CO.,INC. •1 722 Worthington Street P.O.Box 1055 A g noli Sign Co. Springfield,MA 01101-1055 (413)732-5111 fax(413)787-2169 Memo To: Robin Anderson—Town of Barnstable—Building Dept. From: Christina Moreau RE: StopBShop#0406—Pick-up Parking&Directional Signage—425 Attucks Lane Date: 9/24119 Enclosed is the sign permit application for the proposed signage at the above location along with check#2138 in the amount of$100.00.Can you please review and process this application?I have enclosed a self-addressed,self-stamped envelope for the permit to be mailed to us upon completion. Please let me know if you need any additional information or have any questions,comments. Thank you, Christina Moreau AGNOLI SIGN CO., INC. 1 I vFF�L��.y_�'.s' ..� - aiAy RK"i +P r Nvehb iw �Z . _ � _— ? •7 C t '``. � y�.t.}° yI � � a 1sni�isz.mo oNwEVIXaP OSTOP&SHOP- ` BSPACES Online Pick-up io ' �� \„� + :� �' ' •�R'� 1� II� SAS�S.-' � �,�:+.'� ��NEW ACCESSIRIE NRBRMIP 1 :: ONLINE PIIX-UP NEWCROSSWALK SPAI_U i j g 11A�E 1 - ta'9r-r r- .R s, ppppJJJJ IM1F Ott ) y,r.eyr #r a • /.. L r•" PARI(ING SIGN MOUNTED IN ,. .°.� it J■■ RAPE s... :. LAN AREA(TYP) All SIGNS 1-8" 18' v - 13 l v Stop&Shop Online Stare#406. G• Dell ry D,1 ry Deli ry De6wry xr..aue� r &Py'xlwp 6Pldup 6fPitl(cup fi{pi v 7 � C, CLIENT REVIEW -fpeeslm - X2 Xl Delleery Def ry DeQ,Mery Deilvery t _ &Pkkup rpl=up SPPk�kuJP 6\Plrkup PkFUP �� 0 �`W _ 1 LEFT Mff LAMRUTm PRINTS ONALUMINUM BLANR3 I8WCAEDAUW WDMECn0NALSIGNWLINLAMPLVEDVWPIieR _ VC POST B'GNVANLLD DCNAIPl9 rose —, BREAKAWAYS POSTS WSCI NIIdAI I �+Adng 579n am WAfAlnding Sian nro uls�.w on-mamma NOISIAW �K 00 ZI 8— on Nf p101 Y J0 NMI CN/ C� � Town of Barnstable Building Department Brian Florence, CBO r Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.bamstable.ma.us Pre-application for Business Certificate Date 9/26/19 Map C;Ylq Parcel OG S Boo Applicant Information Applicants Name LWIN FAMILY CO, LLC DBA HISSHO SUSHI 11949 STEELE CREEK RD Applicants Address CHARLOTTE, NC 28273 Email Address REGISTEROWHISSHOSUSHI COM Telephone Number 704-926-2200 X3964 OR X3910 Listed ® Unlisted ❑ Business Information C h f /w New Business? -� ------------------------------------_---. Yes X No M ___________. Yes No WEIARE Business is a registered corporation? _____________ � � �i If yes Name of Corporation Does business operate under the registered corporate name? Yes No Is the business a sole proprietorship or home occupation? ________- Yes No X If yes then a Home Occupation Registration is required—See Building Division Staff Name of Business LWIN FAMILY CO, LLC DBA HISSHO SUSHI Business Address 425 ATTUCKS LANE, HYANNIS, MA 026061 Type of Business WHOLESALE SUSHI VENDOR INSIDE STOP AND SHOP#0406 B ildin mmissioner fice Us Only � "od it'o s / Building Commissioner Date I Clerk Office Use Only Town of Barnstable g Building ?� ,: � � ✓�;:� � x 's � ,,-'fig �:�-% '� ,'Y2 'y" � .,. .: ': , �,,� ��" F .�� .,,`�,'`. g`- ,t Y`eTr� ��.i�-'3 ?�,�` � F" � ,� "�3 �'_ �.. "" �'"Visible From'�the�Street `�A coved�Plans�Must be Retained on J,ob and.this Card Must�be Kept, , �" Post This Card So That rt s pp, •w ,, , M, �P' osted,Until:'Final Inspection Has;Been Made _ 4 � '$ ,R a '� �k Permit ' p Where a=.Certificateof Occu anc �s°Re" uire"d;such Building shall Not be Occupied,until a Finallnspect�on has been made " .,. ,n.,., a a r.•. p .. y q : �... F, _ Y .�. z€ .,mod, . . : .. = <". . . .., � -: � Permit NO. B-19-1140 Applicant Name: ATLANTIS IYANOUGH REALTY LLC Approvals Date Issued: 04/08/2019 Current Use: Structure Permit Type: Building-Sign Expiration Date: 10/08/2019 Foundation: Location: 425 ATTUCKS LANE, BARNSTABLE Map/Lot 274-008-B00 Zoning District: SPLIT Sheathing: q 4 Owner on Record: ATLANTIS IYANOUGH REALTY LLC Contractor Name:: Framing: 1 Address: PO BOX 960696 Contractor License: 2 Est Project Cost: $0.00 BOSTON, MA 02196 Chimney: Permit Fee: Description: 18 sq ft total tesla signs at charging stations 1k5 sq ft`each£I: $50.00 Insulation: Fee Paid:" $50.00 Project Review Req: = Final: Date: F 4/8/2019 ' Plumbing/Gas Gas i g/ Rough Plumbing: " Zoning Enforcement Officer Final Plumbing: 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 appl catio6-nd 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 tfiall be in compliance with the local zoning by-laws-and codes. This permit shall be displayed in a location clearly visible from access street orroad„and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: a Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected atthe throat level before firest flue lining isVinstalled 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. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable Regulatory Services MR149TABLE.MAIM Richard V. Scali,Interim Director 1639. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 C-Fax: 508 790 62T,� r a ermit# Building Official approving_ _ en Application for Sign Permit . f Na Applicant: Testa Motors----- Assessors No. Doing Business As:__ `____Telephone No.____—________ -------------- Sign Location Street/Road: 425 Attucks Ln_Barnstable, MA Zoning District:_ B _Old Kings Highway? Yes/No Hyannis Historic District? Yes/No Property Owner Name:_Stop &Shop Contact: Linda Figueiredo. Telephone: 617-681-4189_____ eet Address: 1385 Hancock Stre Village:_Quinc , MA 02169 Sign Contractor Name:_Heidrea Communications, LLC _ _ __Telephone:_ Mailing Address:_I William Way, Bellingham, MA 02019 --------------------- Description Please follow the cover directions.You must have an accurate rendition of sign with dimensions and location. Is the sign to be electrified? Yes )(Note:Ifies,a u,iringperinitisrequired) Width of building face ___,_ft.x l0= —__x .10 _--__ Check one Reface existing sign___or New 12 Total Sq..Ft of proposed sign (s) 18 sq ft total/ Stall Signs 1.5 sq ft each If j ou have additional signs please attach a sheet fisting-each one with dimensions If refacing an existing sign please provide a picture of the existing sign with dimensions.- I hereby certify that I ain the owner or that I have the authority of the owner to make this application, that the information is correct and that dhe use and construction shall conform to the provisions of §240-59 through.§240-89 of the Town ogBilble ping Ordinance. Signature of Owner/Authorized Agent:_ _ _ Daterrnu SIGNS/SIGNREQU revised110413 I r Architects)Engineers)Planners G P D G RO U Po. www.gpdaroup.com Glaus,Pyle,Schomer,Burns&DeHaven,Inc. - 1-800-955-4731 LETTER OF TRANSMITTAL Attention Robin C. Anderson Date 2019.04.02 Job No 2018241.49 To Zoning Enforcement Officer Re Tesla--Barnstable, MA 200 Main St. Hyannis, MA 02601 WE ARE.SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ Sepias ❑ COPIES DATE NO. DESCRIPTION 1 Application 1 Complete Construction Documents Including: Signage Plans and Specs THESE ARE TRANSMITTED as checked below: ❑ For compliance ❑ Approved ❑ Submit copies for distribution ® For your use ❑ Approved as noted ❑ Return corrected documents ® As requested ❑ Revise&resubmit ❑ PRINTS RETURNED AFTER LOAN TO US ❑ For review and comment ❑ Rejected ❑ ❑ FOR BIDS DUE 20 REMARKS: Please let me know if you need anything else. India Kaczmarek— 330-572-2169 email: iaczmarek@gpdgroup.com Copy to File Signed India Kaczmarek If enclosures are not as noted,kindly notify us at once. T = SLFi . PALD LLTDo��00. 14W rn CHARGING STATION GPo GROUP Professional Corporation 425 ATTUCKS LANE (TESLA STATION) "2."U4In 9DreL 5P14-1 Akron,OH.2102 330.5722100 FaK:33D.5)2.2102 BARNSTABLE, MA 02601 ' - GPG PROJECT NUMBER: ]p1B24tA9 DRAWN BY: DTP SITE INFORMATION APPLICABLE CODES PROJECT DESCRIPTION DRAWING INDEX CHECKED BY: ADDRESS: LATITUDE(NADU) ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: INSTALL(6)TESLA CHARGING CABINETS T-1 TITLE.SHEET&PROJ LL ECT DATA �NSTAA NA TIONMAGER: EDNOSEWORTHY 425 ATTUCKS LANE N 41'4D'31.19' INSTALL(12)120KW TESLA CHARGING POSTS (TESLA STATION) 41.675331- 2015 INTERNATIONAL BUILDING CODE INSTALL(1)QED SWITCHGEAR ASSEMBLY CIVIL SHEETTITLE BARNSTABLE.MA D26D1 2017 NATIONAL ELECTRICAL CODE INSTALL(1)UTILITY TRANSFORMER LONGITUDE(NADB3) POWER COMPANY: W]0'18'28.83- GN-1 GENERAL NOTES EVERSOURCE -70.308008' IN THE EVENT OF CONFLICT,THE MOST RESTRICTIVE CODE SHALL PREVAIL GN-2 GENERAL NOTES CONTACT:SEAN HAYES (781)441-8630 PERMITTING JURISDICTION: GN-3 GENERAL NOTES TOWN OF BARNSTABLE TOPOGRAPHIC SURVEY(BY OTHERS) PROPERTY OWNER: 367 MAIN STREET STOP&SHOP HYANNIS,MA 02601 - — TOPOGRAPHIC SURVEY(BY OTHERS) CONTACT:LINDA FIGUEIREDO CONTACT:ELLEN M.SWINIARSKI (617)68941B9 (508)862-4679 - - — TOPOGRAPHIC SURVEY(BY OTHERS) G1 OVERALL SITE PLAN OD4B.1 D 9 a E EQUIPMENT SUPPLIER: COUNTY: DESIGN CRITERIA met to aEMs oPDBuram coMM TESLA,INC. BARNSTABLE COUNTY _ G2 DEMOLITION PLAN —.18 SIGNED ANOBPA�ED 3500 DEER CREEK RD WIND SPEED= 1 MPH 3-SECOND GUST,ULTIMATE C-3 SITE PLAN PALOALTO,CA 943D4 EXPOSURE= C - A 0.5'—"El'ISSUED FOR taO%REVIEw ENr 30 (650)6815000 CATEGORY= II C-4 GRADING PLAN aEv aiviloN FROST DEPTH= 6D' C-5 EQUIPMENT DIMENSION PLAIN GPD GROUP CONTACTS: LOCATION MAP VICINITY MAP cJ CIVIL DETAILS PROJECT MANAGER: C-] CINL DETAILS ' ZACHERY SHEETS.PE-OH#77870 _ 11 (330)572-2148 �g°_ NP Bp1n°I - SIGNAGE DIMENSION PLAN ZSHEETS@GPDGROUP.COM V G-9A SIGNAGE PLAN PROJECT COORDINATOR: 9�© G9B SIGNAGE PLAN TROY EVESLAGE,P.E.-IN#PE11500164 (317)29541 79 .pr�.�..,'--a ELECTRICAL, SHEET TITLE R TEVESLAGE@GPDGROUP.COM -- ,, �' '!C7 _ - UTILITY COORDINATOR: — y.T' - EN-1 ELECTRICAL GENERAL NOTES BRIAN GUTHRIOGE — AR°c9. . Anubl" �C. EN ELECTRICAL GENERAL NOTES 330 572-2249 N -' .. -to r ( ) BGUTHRIDGE@GPDGROUP.COM Usw•yy� ti rV E-1 OVERALL UTILITY PLAN SITE d sMrw°nn"uae "-\ �PERMIT COORDINATOR: E-2 ELECTRICAL EQUIPMENT PLAN IO u Q INDIA72-21 REK .l. es d 4M s.. E-3 SYSTEM ONELINE DIAGRAM PERSON. (330)5]2-2169 p sliPP AY L! r E4 PANEL SCHEDULES TO I KACZMAREK@GPDGROUP.COM Do4 SITE ®_ Cpc°4MNIQ Q /') or Ea,r ucENSEO ACTINGUIDE BNGIRE cD r E5 ELECTRICAL DETAILS MsoacuNENr L/^'II'1�III,111 'eRUAIn DmRr /p , �[_� A - E-6 UTILITY DETAILS Arsr�e 5 I© EBS-1 ELECTRICAL BREAKER SETTINGS G-1 GROUNDING DETAILS 425 ATTUCKS LANE (TESLA STATION) ✓� f I n " ' - BARNSTABLE,MA 02601 Know what's below Call befom you dig 9 r SHEET TITLE FLOOD HAZARD AREA NOTE TITLE SHEET& PROJECT DATA THE SITE IS LOCATED IN FLOOD ZONE W(AREAS OF MINIMAL FLOOD HAZARD))PER g ©IxnaY.+ e nQ �,,,,.✓ - .� )) FLOOD INSURANCE MAP NUMBER 25001CO566J,EFFECTIVE DATE-O]/1W014. #� Y /'"" I KnenxAQ BEFORE SCALING 4 na II" A° SHEET NUMBER y wbQ CONTRACTORS SHALL VERIFY ALL PLANS EXISTING DIMENSIONS,Y T T.1 FIELD CONDITIONS IN THE JOB SITE OF ANY AND SHALL ISCREPANCIES BEFORE PROCEEDING THE © Hry ni A'" J� J 1-1 ENGINEER IN WRITINGWORK OR DISCREPANCIESBEFORE C i 1/F fr�iyVld. PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 4 D'rvecvm°"Iuuan ' GENERAL CONSTRUCTION NOTES LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. EXISTING LEGEND - •T. FOR THE PURPOSE CONSTRUCTION TION DRAWINGS,THE FOLLOWING DEFINITIONS SHALL APPLY:CONTRA CONTRACTOR:TBO 23. ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES SHALL SHALL PROTECTED AT _ CONTRACTOR:TBD ALL TIMES,AND WHERE REQUIRED FOR THE PROPER SHOULD OF THE WORK,SHALL BE RELOCATED -pit- PROPERTY LINE ❑® CATCH BASIN T = 5 L n OWNER:TESLA AS DIRECTED R THE ENGINEER EXTREME CAUTION SHOULD BE USED N THE CONTRACTOR WHEN EXCAVATING OR DRILLING W PIERS AROUND OR NEAR UTILITIES.THE CONTRACTOR SHALL PROVIDE -R/YI- RIGHT OF WAY ® ® CURB INLET 2. THE TOPOGRAPHIC SURVEY BY CLANK LAND SURVEYING,DATED PROV ME SHALL BE CONSIDERED A SAFETY TRAINING FOR THE WORKING CREW,THIS SHALL INCLUDE BUT NOT BE LIMITED TO A)FALL PART OF THESE PLANS.THE G.C.IS RESPONSIBLE FOR LOCATING IMPROVEMENTS PER THESE PLANS. PROTECTION,B)CONFINED SPACE,C)ELECTRICAL SAFETY.AND O)TRENCHING B EXCAVATION. -C/L- CENTERLINE Q STORM MANHOLE 3. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THE PLAN ARE BASED ON FIELD SURVEYS 24. ONLY ITEMS SPECIFICALLY CALLED OUT TO BE REMOVED OR DEMOLISHED SHALL BE AFFECTED.ANY -WM- WATER MAIN AND CITY RECORDS. DUE TO THE LIMITATIONS IN TECHNOLOGY AND GROUND CONDITIONS,NOT ALL ITEMS INCLUDING,BUT NOT LIMITED TO,CURBS,PAVEMENT,UTILITY ITEMS,LANDSCAPING,ETC,SHALL SB SANITARY MANHOLE PALau tmil�0o UNDERGROUND UTILITIES ARE ABLE TO BE LOCATED.IF AN EMS TING UTILITY LINE IS DAMAGED DURING REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION.CONTRACTOR IS RESPONSIBLE TO REPAIR -W- WATER LINE CONSTRUCTION,IT SHALL BE DETERMINED IF SAID UTILITY LINE WAS ABLE TO BE LOCATED WITH OR REPLACE ANY AFFECTED ITEMS AT OWNERS DISCRETION. -IR IRRIGATION LINE UNKNOWN MANHOLE CURRENT TECHNOLOGY BEFORE THE UTILITY LOCATES WOULD TAKE RESPONSIBILITY.IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR 25. ALL EXISTING INACTIVE SEWER.WATER,GAS,ELECTRIC.AND OTHER UTILITIES,WHICH INTERFERE WITH -GAS- GAS LINE SANITARY VALVE FACILITIES PRIOR TO STARTING CONSTRUCTION.NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE THE EXECUTION OF THE WORK,SHALL BE REMOVED,CAPPED,PLUGGED OR OTHERWISE DISCONNECTED CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,AS DIRECTED BY THE .. -ST- STORM LINE SEPTIC TANK ENGINEER,AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. -H / 4. ALL DIMENSIONS,GRADES.AND UTILITY LOCATIONS SHOWN ON THESE PLANS WERE BASED ON A -SAN- SANITARY LINE - (C FIRE HYDRANTTOPOGRAPHIC S CONSTRUCT]ON.URVEY.THE CONTRACTOR SHALL NOO¶FY CONSTR CTION/PRLD VERIFY ALL ISTING O ECT CONDITIONS MANA ER PRIOR ANY 28 EQUIPMENT OR DRIVEWAY,SHALL BEERTY GRADED ORBED By WE WORK AND NOT A UNIFORM SLOPE,AND STABILIZED TED BY WE O PREVENT -OH- OVERHEAD ELECTRIC DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY CHANGES.NO EROSION. ® WATER METER G P D GROUP EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO -E- ELECTRIC MAIN - INFORMATION SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 27. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION,EROSION V WATER VALVE Professional Corporation CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE -UE- ELECTRIC LINE 520-NBIR Street,Suite 1531 5. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. -L/P- LIGHT POLE CONDUIT QI SPRINKLER HEAD. Abon,OH44311 CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS.GENERAL CONTRACTOR - 330.W12100 Fm 331).522.202 SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD 28. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW DOCUMENTS.DIMENSIONS,AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 1�7T� EXISTING BUILDING `w/ WATER MANHOLE PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY DISCREPANCIES SHALL BE BROUGHT TO THE /�SJ� GPD PROJECT NUMBER: -0 ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. -29. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT "ti LIGHT POLE GAS VALVE STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD DRAWN BY: DTP 6. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE PROCTOR DENSITY IN OPEN SPACE.ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED CODES,REGULATIONS,AND ORDINANCES.GENERAL CONTRACTOR SHALL ISSUES ALL APPROPRIATE WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BYTHE LOCAL JURISDICTION. - p eJU GAS METER CHECKED BY: P.P.a NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF (/W� POWER POLE ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 30. ALL NECESSARY RUBBISH,STUMPS.DEBRIS,STICKS,STONES,AND OTHER REFUSE SHALL BE REMOVED TALI INSATON MANAGFR: EO NOS-R- FROMTHESITEANDDISPOSEDOFINALAWFULMANNER. - O GAS MANHOLE T, AL l WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTION CODES,ORDINANCES AND APPLICABLE REGULATIONS. 31. ALL BROCHURES,OPERATING AND MAINTENANCE MANUALS,CATALOGS,SHOP DRAWINGS,AND OTHER POWER/TELEPHONE POLE GAS SERVICE METER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF B. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, CONSTRUCTION AND PRIOR TO PAYMENT. APPURTENANCES.AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATION ON THE TELEPHONE PEDESTAL DRAWINGS. 32 THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL LIGHT/TELEPHONE POLE CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. O TELEPHONE MANHOLE 9. PLANS ARE NOTER TO BE SCALED.THESE PLANS ARE INTENDED TO BE DIAGRAMMATIC OUTLINE ONLY - UNLESS OTHER SE NOTED.DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE 33. THE CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. TELEPHONE POLE NOTED.SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE.THEREFORE,IT IS �(y� CABLE TV PEDESTAL CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER DR SEWER CONTRACT DOCUMENTS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION SERVICE,AND IS NOT FOR HUMAN HABITATION(NO HANDICAP ACCESS EREQUIRED FOR SERVICE ,.Ln-' _ FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.DETAILS ARE INTENDED TO SHOW EQUIPMENT).HANDICAP ACCESS MAY BE REQUIRED FOR CHARGING POSTS.SEE PLAN. I POWER/UGHT POLE - O BOLLARD D -619 Rev.SGNAGE PUN DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH M. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED.-' `LY -1 t6 aen.ED PER uia 10011 MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO SIGN - as 2s t6!SIG xsD AND SEALED PROCEEDING WITH WORK - - a&NB SGUEDFORt00% EW - 36. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR POWER/LIGHT/TELE POLE DESCRIPTION 10. THE CONTRACTOR SHALL INSTALL ALL-EQUIPMENT AND MATERIALS IN ACCORDANCE WITH CONSTRUCTION.IF CONTRACTOR.CANNOT OBTAIN A PERMIT,THEY MUST.NOTIFY THE GENERAL . LUMINESCENTSIGN MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. .. CONTRACTOR IMMEDIATELY. 3T, THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. UNKNOWN POLE - ® CLEANOUT 11. IF THE SPECIFIED EQUIPMENT CANNOT BE LIVE IN TALU SHOWN ON THESE DRAWINGS, THE - CONTRACTOR SHALL OCE PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE - ENGINEERPRIORTOPROCEEDING. �. - 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS YARD LIGHT ,. PROVIDED BY THE SITE OWNER-CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES © �ELECTRIC METER 12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA,ADJACENT PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. .. ' - AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS © ELECTRIC MANHOLE FLAG POLE CONTRACT.WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. PROPOSEDLEGEND TRANSFORMER GAS PUMP 13. THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER �p J DISCIPLINES. - - © ELECTRIC PULLBOX (Ilb MAILBOX SIGN ON POST CURB- 14. CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN ' IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE: - - SIGN ON POST IN BOLLARD CURB AND GUTTER 15. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES.THE SCOPE OF - WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES.CONTRACTOR SHALL LIGHT POLE � TRANSVERSE STRIPING .. NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION- .. TRAFFIC CONTROL NOTES - sox. PROPOSED CONCRETE ecTOpx 16. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS METER' 1. DURING THE CONSTRUCTION PERIOD:SIDEWALKS,SHOULDERS,TRAVEL IANE(S),OR STREETS MAY Ornu ER.i PRIOR TO COMMENCEMENT OF WORK PROPOSED ASPHALT HAVE TO BE TEMPORARILY CLOSED OR RESTRICTED FOR THE UNLOADING/LOADING OF EQUIPMENT OR AS A RESULT OF CONSTRUCTION ACTIVITIES THEMSELVES. IT IS THE CONTRACTOR'S 17. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND O CHARGING POST �.����f �YYY:�� RESPONSIBILITY TO COORDINATE DIRECTLY WITH THE LOCAL GOVERNING AUTHORITIES ON ANY SUCH STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE YJ;!%_.'tY- PROPOSED RIVER ROCK CLOSURES AND MUST OBTAIN WRITTEN PERMISSION FROM THE APPROPRIATE AUTHORITIES PRIOR TO IMPLEMENTING SUCH CLOSURES OR RESTRICTIONS ANY CLOSURE OR RESTRICTION MUST COMPLY 425 ATTUCKS LANE SATISFACTION OF THE OWNER. WITH THE STATE MANUAL OF UNIFORM CONTROL DEVICES(MUTCO)FOR STREETS AND HIGHWAYS ESLA STATION 18. THE CONTRACTOR SMALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CHARGING CABINET wm- WATER MAIN (LATEST REQUIREMENTS. AND REVISION),AND WITH ANY AND ALL ADDITIONAL APPLICABLE CITY,VILLAGE,OR CONSTRUCTION. COUNTY REQUIREMENTS. THE CONTRACTOR SHALL PREPARE AND SUBMIT ED.ALL TRAFFIC BARNSTABLE,MA 02601 W� �WATER LINE CONTROL/MOT PLAN TO THE LOCAL GOVERNING AUTHORITIES IF REQUESTED.ALl REQUIRED CONSTRUCTION TRAFFIC MAINTENANCE DEVICES SHALL BE PROVIDED,ERECTED AND MAINTAINED, 19. THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND AND ULTIMATELY REMOVED BY THE CONTRACTOR. CONTRACTORS TO THE SITE AND/OR BUILDING. � -IR IRRIGATION LINE .. -0AS- GAS LINE 2 THE CONTRACTOR SHALL MAINTAIN SAFE ANDSATISFACTORYACCESS TO ALL ABUTTING PROPERTIES SHEET TITLE 20. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION �. AND INTERSECTING STREET AT ALL TIMES DURING E CONSTRUCTION OF THE IMPROVEMENTS OF CONSTRUCTION UNTIL JOB COMPLETION. - QED SWITCHGEAR _ST_ STORM LINE ANTICIPATED.DRIVEWAYS MUST BE MAINTAINED AND ALL TRENCHES SHALL BE BACKFILLED AT THE GENERAL NOTES END OF EACH WORK DAY.PER THE STATE MUTCD AND OTHER APPLICABLE APPROPRIATE GOVERNING 21, THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH -SM- SANITARY LINE REQUIREMENTS,THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFEGUARDS SUCH AS ALL REVISIONS,ADDENDA,AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. BARRICADES,SATISFACTORY BARRIERS,CONES,SIGNAGE,BARRELS,MESSAGE BOARDS,LIGHTING, E ELECTRIC MAIN FIAGMEN.LAW ENFORCEMENT OFFICERS.ETC.TO AVOID DAMAGE AND OR INJURY TO VEHICLES qND 22. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT PERSONS TRAVERSING THE CONSTRUCTION AREA. - SHEET NUMBER AUTOTRANSFORMER UE- ELECTRIC LINE - -L/P- LIGHT POLE CONDUIT �, _ q GN-1 , GENERAL SITE WORK NOTES CONTINUED DEFINITION OF TOPSOIL.AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MATERIALS. - - 3.6 ASPHALT.PAVING: PART 1-GENERAL F. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED,FILL DEPRESSIONS RESULTING FROM - CLEARING,GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE FILL. A. CONTRACTOR RESPONSIBLE FOR RE-STRIPING AND APPLYING SEALCOATING PER LOCAL DOT _ CLEARING,GRUBBING,STRIPPING,EROSION CONTROL,SURVEY,LAYOUT,SUBGRADE PREPARATION AND SPECIFICATIONS,UNLESS OTHERWISE SPECIFIED. T = 5 L n FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWNIN THESE PLANS. G. REMOVE FROM THE SITE AND DISPOSE IN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM .. CLEARING AND GRUBBING OPERATIONS.BURNING WILL NOT BE PERMITTED. SIGN POST NOTES. 1.1 REFERENCES: - - H. PRIOR TO EXCAVATING,THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO A. (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE 1. ACCEPTABLE COLOR SUBSTITUTIONS: >��el�nTlm CONSTRUCTION-CURRENT EOITIONL AND LOCATION OF ANY STRUCTURE.UNDERGROUND STRUCTURE,OR OTHER ITEM NOT SHOWN THAT - aALO ALigfa MW MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION.NOTIFY THE CONSTRUCTION MANAGER OF ANY 2. OTHER ACCEPTABLE COLORS CAN BE FOUND ON ENCYCOLORPEDIA.COM 91W 4#14m0 S. ASTM(AMERICAN SOCIETY FOR TESTING AND MATERIALS). OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. 3. CONTRACTOR SHALL COORDINATE WITH CITY WHEN SPECIAL MATERIAL, PAINT COLORS, REQUESTS ARE C. OSHA(OCCUPATION SAFETY AND HEALTH ADMINISTRATION). 1. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL.ALL EXCESS NECESSARY FOR ES SIGN POST INSTALLATIONS,I.E.POST MATERIAL,PAINT COLORS,HARDWARE ETC. EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFFSITE IN A LEGAL MANNER. CONTRACTOR IS RESPONSIBLE FOR ENSURING CITY APPROVES ALL MATERIALS PRIOR TO INSTALLATION: 1.2 INSPECTION AND TESTING: J. DURING EXCAVATION,THE CONTRACTOR SHALL PROVIDE SHORING,SHEETING,AND BRACING AS PAINT COLOR SUBSTITUTIONS A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN REQUIRED TO PREVENT CAVING OR SLOUGHING OF EXCAVATION. INDEPENDENT TESTING LAB.THIS WORK TO BE COORDINATED BY THE CONTRACTOR. BRAND COLOR K. THE BASE OF ALL FOUNDATION EXCAVATIONS SHOULD BE FREE OF WATER AND LOOSE SOIL PRIOR TO . - �A A Am, B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL CARRY OUT PLACING CONCRETE.CONCRETE SHOULD BE PLACED AS SOON AS POSSIBLE AFTER EXCAVATING TO -PANTONE COOL GRAY#7 G P D GROUP THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE MINIMIZE BEARING SOIL DISTURBANCE SHOULD THE SOILS AT BEARING LEVEL BECOME EXCESSIVELY .6a19e WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS.IT IS THE CONTRACTOR'S RESPONSIBILITY DRY,SATURATED.DISTURBED OR OTHERWISE ALTERED,THE AFFECTED SOIL SHOULD BE REMOVED FUSION/AL675 PPOf05510I1OI Corporation TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PRIOR TO PLACING CONCRETE. BENJAMIN MOORE _ P #a6a3a1 PARTS OFWORK INACCESSIBLE OR DIFFICULTTO INSPECT. - 52059 Main Street,5ulte 2531 Akm DH 44311 3.2 BACKFILL: BEHR EQUINOX FF31-1 330.5722100 Fa::330.572.21D2 1.3 SITE MAINTENANCE AND PROTECTION: - - 09fa298 A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION A. AS SOON AS PRACTICAL,AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTUREINCLUDING OF THE CONTRACT. EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE,BACKFILL THE SHERWIN-WILLIAMS STAMPED CONCRETE-7655 GPD PRO.IELT NUMBER: 29ta24t.49 EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHED GRADE. - #a2a298 B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES,STRUCTURES,TREES,AND SHRUBS B. PRIOR TO PLACING BACKFILL AROUND STRUCTURES,ALL FORMS SHALL BE REMOVED AND THE DTP STONE MASON GRAY DRAWN BY' DESIGNATED TO REMAIN.TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE NOT EXCAVATION CLEANED OF ALL TRASH,DEBRIS,AND UNSUITABLE MATERIALS. VALSPAR #a19�y CHECKED BY: RPtEPM DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. C. KEEP SITE FREE OF ALL PONDI NO WATER. - C. DO NOT PLACE FROZEN MATERIAL IN AS BACKFILL INSTAU.ATON MANAGER ED NO6EWORTHY D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT.LOCAL PERMITTING AGENCY 0. BACKFILL By PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL AND EPA REQUIREMENTS. MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN&INCHES LOOSE LANDSCAPE/IRRIGATION NOTES THICKNESS AND COMPACTED.WHERE HAND OPERATED COMPACTORS ARE USED,THE FILL MATERIAL E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING,BARRICADES,WARNING SIGNALS AND SIMILAR SHALL BE PLACED IN LIFTS NOT TO EXCEED 41NCHES IN LOOSE DEPTH AND COMPACTED. 1. ALL DISTURBED AREAS THAT ARE NOT TO BE PAVED OR MULCHED SHALL BE GRADED TO MATCH EXISTING DE VICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF E WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED CONDITIONS AND SODDED AT A 3:1 MAXIMUM SLOPE. CONSTRUCTION.REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. DENSITY,THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE CONSTRUCTION MANAGER.THE CONTRACTOR SHALL TAKE 2 SOD SHALL BE SELECTED PER ZONE AND MATCHED TO EXISTING SITE SOD SHALL BE A FIRST GRADE F. EXISTING UTILITIES:DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED THE WHATEVER APPROPRIATE ACTION IS NECESSARY,SUCH AS DISKING AND DRYING,ADDING WATER,OR CERTIFIED BLEND CONTAINING NO MORE THAN 30 PERCENT OF OTHER GRASSES AND GLOVERS,AND OWNER OR OTHERS,EXCEPT WHEN PERMITTED IN WRITING RV THE CONSTRUCTION MANAGER ANDD THEN INCREASING THE COMPACTNE EFFORT TO MEET THE MINIMUM COMPACTION REQUIREMENTS. FREE FROM ALL NOXIOUS WEEDS ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. F. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY ZONES 3.4 8 5:APPROVED BLUE GRASS BLEND G. PROVIDE A MINIMUM 4&HOUR NOTICE TO THE CONSTRUCTION MANAGER AND RECEIVE WRITTEN NOTICE DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST,ASTM D fi98. ZONE 6:APPROVED FESCUE BLEND D 0.125.19 Rev TO PROCEED BEFORE INTERRUPTING ANY UTILIN SERVICE. ZONES 7&8:APPROVED BERMUDA BLEND C K21.1e RE ZONES 9&10:APPROVED STAUGUSTINE FLORATAM BLEND 3.3 TRENCH EXCAVATION: 05.25.te s PART2-PRODUCTS 3. ALL PROPOSED PLANTINGS SHALL RECEIVE 3'OF DOUBLE SHREDDED MULCH TO MATCH EXISTING t IsauED FOR tW%REvtEw A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR AS CONDITIONS.SEE LANDSCAPE DETAIL(5). onTE DEGLRIPTION 2.1 GRANULAR BACKFILL:SHALL MEET THE FOLLOWING GRADATION: DIRECTED BY THE GENERAL CONTRACTOR.PROVIDE SHORING,SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. 4, PLANT GUARANTEE(IF APPLICABLE):CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE 2.2 GRANULAR BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION -' REQUIREMENTS OF ASTM 02487(SE OR SW-SM). B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST (t)YEAR FROM DATE OF PROJECT ACCEPTANCE BY THE OWNER. CONDUIT. S. IRRIGATION RELOCATION:CONTRACTOR FIELD VERIFY IF EXISTING IRRIGATION IS PRESENT,DETERMINE 2.3 UNSUITABLE MATERIAL:HIGH AND MODERATELY PLASTICS SILTS AND CLAYS (LL>45). MATERIAL - POINT OF CONNECTION,SYSTEM PRESSURE,FIXTURE TYPES,AND POTENTIAL FOR EXPANSION.IF FOUND CONTAINING REFUSE,FROZEN LUMPS,DEMOLISHED BITUMINOUS MATERIAL,VEGETATIVE MATTER, C WHEN SOFT YIELDING,OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED,EXCAVATE THE THAT THE EXISTING IRRIGATION SYSTEM IS CAPABLE OF EXPANSION AND REUSE THAN IT SHALL BE WOOD,STONES IN EXCESS OF 3 INCHES IN ANY DIMENSION,AND DEBRIS AS DETERMINED BY THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION,THEN MODIFIED TO PROVIDE 100%COVERAGE OF THE LANDSCAPE AREA.IF THE EXISTING IRRIGATION SYSTEM CONSTRUCTION MANAGER.TYPICAL THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT.MH,CH,OH,ML. BACKFILL WITH 12.OF GRANULAR BEDDING MATERIAL IS NOT CAPABLE OF EXPANSION,CONTRACTOR TO INSTALL A NEW CONTROLLER,BOOSTER PUMP,AND AND OL. OTHER APPARATUSES NEEDED FOR A COMPLETE IRRIGATION SYSTEM. IRRIGATED AREAS SHALL BE SIEVE SIZE TOTAL PERCENT PASSING 3.4 TRENCH BACKFILL: IRRIGATED BY DRIP IRRIGATION OR SIMILAR FIXTURES BY THE SAME SUPPLIER.CONTRACTOR SHALL ENSURE BUILDING WALLS AND WINDOWS WILL NOT BE DAMAGED OR STAINED BY IMPROPER IRRIGATION _ 11R INCH(37.5 MM) 100 A. PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY INSTALLATION OR POOR SELECTION OF FIXTURES.SYSTEM SHALL INCLUDE ALL SPRINKLER FIXTURES REDUIREMENTS. DRIP TUBING,PIPING,VALVES,WIRING AND CONTROLS TO PROVIDE A COMPLETE FUNCTIONAL SYSTEM 1 INCH(25.0 MM) ]5 TO 100 THAT SHALL COMPLY WITH CITY CODE.PRIOR TO UPDATING THE IRRIGATION SYSTEM,A CERTIFIED 314 INCH 119.00 MM) 80 TO 100 S. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING. IRRIGATION DESIGNER SHALL PROVIDE SHOP DRAWINGS TO ENGINEER FOR APPROVAL.UPON APPROVAL OF SHOP DRAWINGS,THE UPDATED IRRIGATION SYSTEM SHALL BE APPROVED BY OWNER FOR FINAL 3/8 INCH(95 MM) 35 TO 75 C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING.BACKFILL AND COMPACT TRENCH BEFORE ACCEPTANCE. NO.414.75MM) 30 TO 60 ACCEPTANCE TESTING. NO.30(0.600 MM) 7T030 D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN&INCH - MILE.TIEY APE IGUI-EDIEC-1 N0.2DO(0.75 MM) 3 TO 1S UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS,SOLIDLY RAM AND TAMP BACKFILL INTO EP ro SPACE AROUND CONDUITS. PART 3-EXECUTION E. PROTECT CONDUIT FROM LATERAL MOVEMENT.IMPACT DAMAGE.OR UNBALANCED LOADING, 3.1 GENERAL: F. ABOVE THE CONDUIT EMBEDMENT ZONE.PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL IN _ 425 ATTUCKS LANE A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES,INSTALL EROSION AND SEDIMENT CONTROL &INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE (TESLA STATION) MEASURES.THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE EXISTING BARNSTABLE,MA 02601 EVENT OF RAIN THE SITE WILL BE DRAINED ATALL TIMES. UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH BUT NO LESS THAN A MINIMUM OF 95 B. BEFORE ALL SURVEY,LAYOUT,STAKING,AND MARKING.ESTABLISH AND MAINTAIN ALL LINES,GRADES, PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST,ASTM D 698. .. ELEVATIONS AND BENCHMARKS N E E DED FOR EXECUTION OF THE WORK. 3.5 FINISHGRADING: - SHEET TITLE C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE.REMOVE TREES,BRUSH,STUMPS,RUBBISH A PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH,EVEN AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION.GRADING SHALL BE GENERAL NOTES AREA TO BE CLEARED. COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES D. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL B. UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE CONSTRUCTION - GROUND SURFACE:ROOTS,STUMPS,AND OTHER DEBRIS,BRUSH,AND REFUSE EMBEDDED IN OR OF FILLS,EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE MATERIALS. PROTRUDING THROUGH THE GROUND SURFACE,RAKE,DISK OR PLOW THE AREA TO A DEPTH OF NO LESS SHEET NUMBER THAN 6 INCHES,AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER DEBRIS THEREBY C. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK TO t EXPOSED. THEIR ORIGINAL CONDITION. G N_2 E. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE D. CONTRACTOR TO GRADE SITE TO DRAIN AND NOT POND WATER. GOVERNING BUILDING CODE: FOUNDATION SYSTEMS: CONCRETE: GOVERNING BUILDING CODE:20151BC GENERAL: GENERAL: `� THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO THE START OF ANY WORK.THE CONTRACTOR ALL CONCRETE CONSTRUCTION1 SHALL CONFORM TO ACT 301-10,'STANDARD SPECIFICATION FOR E 5 L n DESIGN LOADINGS: SHALL VERIFY ANY EXISTING FIELD CONDITION THAT MAY AFFECT THE INSTALLATION OF THE STRUCTURAL CONCRETE'AND ACT 3D2,305 AND 305 UNLESS NOTED OTHERWISE. FOUNDATION SYSTEM. SNOW LOADS. THE CONTRACTOR SHALL EXERCISE GREAT CARE DURING EXCAVATION.UNDERGROUND UTILITY ALL DETAILING,FABRICATION AND PLACING OF CONCRETE SHALL CONFORM TO ACT 318-14, GROUNDS-1-CAD(Pd OD PSI LOCATIONS,CTORSALL IF SHOWN,ARE APPROXIMATE.CARETHE DRINGEXCVNTRACTOR AION.LL UNETERMIUNDNE UTILITY -BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'AND THE LATEST ACI'MANUAL OF STANDARD PRACTICE FOR DETAIL REINFORCED CONCRETE STRUCTURES'UNLESS NOTED IgwCI�Im LITERAL LOAD DE SIGN IT— - LOCATIONS AND NOTIFY THE ENGINEER IMMEDIATELY IF DEVIATION FROM PLANS EXIST.THE OTHERWISE waALTquIMse1 vAND DESIGN—A(AECET-IOC CONTRACTOR IS RESPONSIBLE FOR THE SAFE SUPPORT OF UTILITIES ACROSS EXCAVATIONS. P NW M4W0 _ _ SAFETY AND PERFORMANCE OF THE STRUCTURE ARE THE RESPONSIBILITY OF THE CONTRACTOR D SPEED NmI 20 MPH SHEETING,SHORING,AND DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR. I NSOFAR AS THEY ARE AFFECTED BY THE LOCATION AND DETAILS OF CONSTRUCTION JOINTS. AASiC WIND SPEED N..d 11.MPH - SHOP DRAWINGS OF THE PROPOSED CONSTRUCTION JOINT LOCATIONS AND DETAILS ARE TO BE I PDRTANCE FACTOR NO GEOTECHNICAL REPORT WAS PROVIDED AT THE TIME OF FOUNDATION DESIGN.A SOILS TESTING SUBMITTED TO THE ARCHITECT FOR APPROVAL PDE DESIGN UTEG( C LABORATORY SHALL BE RETAINED BY THE OWNER TO PROVIDE CONSTRUCTION REVIEW KF ENSURE - - CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS DURING THE EXCAVATIONS.BACKFILL,AND SEISMIC DESIGN DATA(ASCE T t): - MAXIMUM 512E OFC AGGREGATE SHALL NOT EXCEED SIZE SUITABLE FOR INSTALLATION METHOD - FOUNDATION PHASES OF THE PROTECT. UTILIZED OR 1M CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING.MAXIMUM SIZE MAY BE EISMIC IMPORTANCE FACTOR O) - SPREAORRENCH FOOTINGS: INCREASED TO 2)3 CLEAR DISTANCE PROVIDED WORKABIUTY AND METHODS OF CONSOLIDATION ANIL,, .. SUCH AS VIBRATING WILL PREVENT HONEYCOMBS OR VOIDS. SREEAEs°RY o(ABBDMm) G P D GROUP MAPSHOSPECTROD(SPONSE DETERMINATION OF FINAL BEARING ELEVATIONS,TOPSOIL AND EXCAVATION STRIPPING DEPTH, ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS AS FOLLOWS: SHORT PERIODS ISM 0.I5I: INSPECTION OF ALL SUBSOIL EXPOSED DURING STRIPPING.SITE GRADING,EXCAVATION OPERATIONS, - Professional COfP01'CYIOO I SEC.RERIODS(SJ D.DSa APPROVAL OF FILL MATERIALS,DENSITY TESTING OF FILLS TO ENSURE PLACEMENT PER ALL CONCRETE-4000 P51 . SPECTRAL RESPONSE COEFF - - SPECIFICATION REQUIREMENTS,INSPECT10NOF FOUNDATION BEARING SURFACES,AND VERIFICATION - 52050 MaIn SD Sulte1531 SHORTI RIODS(Ep 0.161 - OF ALLOWABLE BEARING PRESSURES ARE THE TESTI NO LABORATORY'S RESPONSIBILITY. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6% 1%)Al R ENTRAINMENT. Abm,,ON M311 I SEC.PERIODS(9o9 AST _ (3 330.5]22100 Fax:330.5)2.2302 SEISMIC DESIGN CATEGORY - ALL FOUNDATIONS ARE TO REST ON FIRM UNDISTURBED SOIL OR COMPACTED FILL FREE FROM REINFORCING BARS SHALL CONFORM TO ASTM A615,GRADE 60. ORGANIC MATTER.IF POOR SOIL CONDITIONS ARE ENCOUNTERED AT FOUNDATION DEPTHS SHOWN, NOTIFY OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH CONSTRUCTION. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A1064 AND BE FURNISHED IN FLAT GPO PROJECT NUMBER: GENERAL PROVISIONS: - CONTRACTOR SHALL COMPACT SUBGRADE.SEE FROSTMO FROST DESIGN NOTES BELOW. SHEETS AND INSTALLED ON CHAIRS OR PRECAST CONCRETE BLOCKS. DRAWN a•': TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF THE WORK EXCEPT WHERE - NO TACK WELDING OF REINFORCING IN THE FIELD IS PERMITTED. SPECIFICALLY DETAILED OR UNLESS OTHERWISE NOTED. - FOUNDATIONS HAVE BEEN DESIGNED BASED ON AN ASSUMED ALLOWABLE SOIL BEARING CAPACITY CNECKm ev: RPIEPM OF 1500 PER PROVIDE CORNER BARS AT ALL LOCATIONS WHERE REINFORCEMENT CHANGES DIRECTION. IuSTALUTON MnuAGER: DNOSEWORTHV DRAWINGS ARE NOT TO BE SCALED. NEW FOOTINGS PLACED ADJACENT TO EXISTING FOOTINGS SHALL BEAR AT THE SAME ELEVATION, PROVIDE STRAIGHT AND DIAGONAL BARS AT EDGES OF ALL OPENINGS. THE CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS TO IDENTIFY THE SCOPE OF WORK UNLESS NOTED OTHERWISE. REQUIRED.VISIT THE SITE TO RELATE THE SCOPE OF WORK TO EXISTING CONDITIONS,AND - REINFORCING EMBEDMENT AND LAP SPLICES(INCHES)FOR 40M PSI CONCRETE DETERMINE THE EXTENT OF WHICH THOSE CONDITIONS AND PHYSICAL SURROUNDINGS WILL STEP FOOTINGS AT A RATIO OF ONE(1)VERTICAL TO TWO HORIZONTAL WITH A MAXIMUM VERTICAL IMPACT THE WORK. STEP OF T-0-UNLESS NOTED OTHERWISE OTHER TOP' EXISTING CONDITIONS.AS SHOWN ON THESE PLANS,ARE FOR REFERENCE ONLY.THE INUNDATION AND LONGTERM EXPOSURE OF BEARING SURFACES,WHICH WILL RESULT IN BAR SIZE ANCHORAGE SPLICE ANCHORAGE SPUCE CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. DETERIORATION OF BEARING FORMATIONS,SHALL BE PREVENTED.FOOTINGS SHALL BE PLACED 3 1S 19 19 24 k 4 19 25 25 O3 IMMEDIATELY FOLLOWING FOOTING EXCAVATIONS AND BEARING SURFACE INSPECTION. - 4 24 31 31 41 THE CONTRACTOR SHALL ASSUME THE MOST STRINGENT REQUIREMENTS APPLY IN CASE OF #8 - 29 37 -- 37 - 49 CONFLICT AMONG SPECIFICATIONS,STANDARDS,CODES AND DRAWINGS.THE CONTRACTOR UT1LItt LINES SHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS WITHOUT THE APPROVAL .. SHALL NOTIFY THE ARCHITECTIENGINEER IMMEDIATELY TO RESOLVE THE CONFLICT. OF THE ENGINEER OF RECORD. 'HORIZONTAL BARS WITH MORE THAN 12'OF CONCRETE BELOW BAR ANY DEVIATION,MODIFICATION,OR SUBSTITUTION FROM THE BID SET OF STRUCTURAL DRAWINGS GROUNDWATER ASSUMED TO BE BELOW EXCAVATION DEPTH.IF GROUNDWATER IS ENCOUNTERED D DS26IB.REV.CGNAGE PUN SMALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW)APPROVAL PRIOR TO ITS DURING EXCAVATION ON SITE,CONTRACTOR SHALL PROVIDE FOR ANY SITE DRAINAGE AND NON-SHRINK GROUT SHALL MEET A MINIMUM 26DAY COMPRESSIVE STRENGTH OF 6000 PSI. C O I.16 R coM USE OR INCLUSION ON THE SHOP DRAWINGS.WITHOUT SUCH PRIOR APPROVAL.DEVIATIONS, DE-WATERING REQUIRED. - - 0525.I6 SIGUED ANO SEALm MODIFICATIONS,OR SUBSTITUTIONS WILL BE REJECTED.COSTS FOR DEMOLITION AND REWORK - A Oi1S.IS 15 OR IDO°.r.REVI- OFSUCHITEMSWILLBEBORNEBYTHECONTRACTOR. CONTRACT OR TO VERIFY LOCATION OF ALL EXISTING PUBUC AND PRIMATE UTILITIES PRIOR TO STRUCTURALSTEEL REV PATE Eo FDE6CRIP NEV EXCAVATION.IF NECESSARY,UTILITIES SHALL BE RELOCATED PRIOR TO FOUNDATION INSTALLATION. GENERAL. - o. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER R IS FULLY � COMPLETED FOR IN-SERVICE LOADS ONLY.THE MEANS,METHODS,PROCEDURES,AND CHARGING CABINET PRE-FABRICATED ASSEMBLY FOUNDATION R ALL CHARGING POST FOUNDATIONS- MATERIAL PROPERTIES:- INCLUDE NSEQUENCES OF ATI CONSTRUCTION ALLOWABLE CON OFCONTRACTOR,WH H FROST DE GN NOTES E BOTTOM OF FOUNDA ON ABOVE FROST LEVEL nRESPONSIBILITYo Ic sl n-. n 1 CONTRA THE CTOR SHALL OF ALLN,MONITOR, OR,AND MAINTAIN LOADING E THE SARYTRUCTURE.THE PIATE: ASTM A30 ONO CONTRACTOR SHALL PROVIDE,DESIGN,MONITOR,AND MAINTAIN ALL NECESSARY TEMPORARY - CONCRETE FOUNDATIONS SHOULD BEAR DIRECTLY ON A ROVED EQUIVALENT. ACTED FREE-GRAINING PIPE: ASTM A53,TYPE E OR S.GRADE B TO ENSUREPERMANENTTHE INTEGRITY (SHORING,BRACING,GUYS,FALSEWORK,OFC CONSTRUCTION. AETING,ETC.) GRANULAR FILL CONSISTING OF NO.S]STONE OR AN APPROVED EQUNALENT. TUBE: ASTM ASOO GRADE B(Fy=46 KSI) - TO ENSURE THE INTEGRIttOF THE STRUCTURE ATALL STAGES OFCONSTRUCTION.ANY - SYSTEMS SHOWN ON THE DOCUMENTS ARE PARTIAL AND SCHEMATIC IN NATURE AND EXTENTS GRANULAR FILL SHOULD EXTEND VERTICALLY TO THE MINIMUM RECOMMENDED REGIONAL FROST - DETAILING,FABRICATION,AND ERECTION SHALL CONFORM TO THE 201D AISC(360-10) ARE NOT ALL INCLUSIVE ALL WORK SHALL BE PERFORMED WITHOUT DAMAGE TO ADJACENT DEPTH AND LATERALLY 2J30 FROM THE FOUNDATION PERIMETER(EXCLUDING SIDE OF PERIMETER SPECIFICATIONS EXISTING WORK. ADJACENT TO CURB).GRANULAR FILL SHOULD BE PLACED IN 81NCH LOOSE LIFTS AND COMPACTED . - WITH A VIBRATORY COMPACTOR.THE COMPACTION EQUIPMENT SHOULD BE OPERATED OVER THE ALL WELDING SHALL BE GONE USING E-]OX%ELECTRODES IN ACCORDANCE WITH AWS D1.1 THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY.THE CONTRACTOR AND ALL FULLWIDTH OF THE FOUNDATION UNDERCUTAREA UNTILVISIBLE DEFORMATION OF THE BACKFILL SPECIFICATIONS. - SUBCONTRACTORS SHALL REVE IWTHE STRUCTURAL CONTRACT DOCUMENTS AND SHALL NOTIFY CEASES.SEE SHEET T-I FOR LOCALFROST DEPTH. THE STRUCTURAL ENGINEER OF ANY CONFLICTS BETWEEN THOSE DOCUMENTS AND ANY SAFETY FIELD VERIFY ALL CONDITIONS AT AND CONNECTIONS TO THE EXISTING CONSTRUCTION REGULATIONS.SUCH REVIE W AND NOTIFICATION SHALL OCCUR PRIOR TO PRODUCTION OF SHOP GEOTEXTILE(FILTER FABRIC)SHOULD BE PLACED BETWEEN THE GRANULAR BACKFILL AND COHESIVE BEFORE FABRICATION. DRAWINGS. SOILS TO PRECLUDE THE INFILTRATION OF FINES THE CONTRACTOR SHALL PROTECT ALL WORK,MATERIALS,AND EQUIPMENT FROM DAMAGE AND CHARGING CABINET PREFABRICATED ASSEMBLY FOUNDATION B ALL CHARGING POST FOUNDATIONS- ALL EXPOSED STRUCTURAL STEEL,ANCHOR RODS AND BOLTS SHALL BE HOT DIP SHALL PROVIDE PROPER STORAGE FACILITIES FOR MATERIALS AND EQUIPMENT DURING NQFROST DESIGN NOTES II.E.BOTTOM OF FOUNDATION BELOW FROST LEVELI: GALVANIZED PER ASTM A123. CONSTRUCTION. - - UNLESS NOTED OTHERWISE ON THE DRAWING.ALL ANCHOR RODS SHALL CONFORM TOUT ILIESS�=�,%OF THE LAW FOR PE FSO1. CONCRETE FOUNDATIONS SHOULD BE SUPPORTED ON ABINCH COMPACTED LAYER OF APPROVED ASTM F1554 WITH HEAVY HEXAGONAL NUT. OF u _ _ _ ERTO SITE VISITS PERFORMED BY THE ARCHITECTENGINEER 00 NOT INCLUDE INSPECTIONS OF MEANS FREE-DRAINING GRANULAR MATERIAL - THE ANDMETHODSOF CONSTRUCTION PERFORMED BY THE CONTRACTOR. SUBMIT FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS,CONNECTIONS, APPROVED MATERIAL SHOULD BE COMPACTED OVER THE FULL WIDTH OF THE INFILL AREA UNTIL MATERIAL DESIGNATIONS. AND TOP STEEL ELEVATIONS FOR APPROVAL THE SHOP STRUCTURAL OBSERVATIONS PERFORMED BY THE ARCHITECTIENGINEER DURING CONSTRUCTION VISIBLE DEFORMATION OF THE BACKFILL CEASES. DRAWINGS WILL BE REVIEWED FOR GENERAL CONFORMANCE TO THE CONTRACT DRAWINGS.ARE NOT THE CONTINUOUS AND SPECIAL INSPECTION SERVICES AND DO NOT SNIT I THE SUCH-APPROVAL SHALL NOT RELIEVE THE FABRICATOR/CONTRACTOR OF THE 425 ATTUCKS LANE RESPONTING AG FOR THE INSPECTIONS REQUIRED OF THE BUILDING DEPARTMENT INSPECTOR OR SPECIAL INSPECTONS: RESPONSIBILITY FOR EITHER THE ACCURACY OF THE DETAILED DIMENSIONS IN THE SHOP THE TESTING AGENCY.ALSO.OBSERVATIONS DO NOT GUARANTEE THE CONTRACTOR'S AND ERECTION DRAWINGS OR THE GENERAL FIT-UP OF PARTS THAT ARE TO BE ASSEMBLED (TESLA STATION) PERFORMANCE AND SHALL NOT BE CONSIDERED AS SUPERVISION OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND OVERSEEING OF ALL SPECIAL INSPECTIONS INTHEFIELD. - BARNSTABLE,MA 02601 REOUIRED BYTHEAUTHORITY HAVING JURISDICTION.SPECIAL INSPECTIONS MUST BE COMPLETED PRIOR TO NO STRUCTURAL ELEMENTS ARE TO BE CUT UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. FINAL INSPECTION APPROVAL. . - - SHEET TITLE ' EXISTING SLAB REINFORCEMENT INVESTIGATIONM-RAY' - _ .. _ - _ CONTRACTOR SHALL VERIFY POST TENSIONING AND REINFORCEMENT LOCATION IN EXISTING - GENERAL NOTES CONCRETE SLAB PRIOR TO DRILLING SHEET NUMBER GN-3 i 4i VICINITY MAP - Q " - - PROPERTY DESCRIPTION: - �9 x0eoEE M—x p i' Ecoax OCOu t. rmUxw ) � oB — pEWm.fxC uw0Wa E ` Q 8 ert 1� F�$ ` .,.SITE 2 SITE, SCHEDULE 82 EXCEPTIONS: W a • rr•n_UBJCR ro EAsnrU(f ia0u t[rIn.ND SM1V01 wnvr.crugxc CO�q!/,uK.to[OuxOxMwtIH CIEt(RIC COUP.M'...s SCr i➢mnd OOC/JBTIBS.aELgTuYq V S t a/20/rs30.B.RuSf.ptc E—ry acE.—Nfn.00enopl -tOC.nWr Cplxp n0i BE 0E,[auixfD.cmrtuM wsuwGEM wMEu.nC4 Gi.r0 .. B.SOBJ[<r r0 OaC:a BE B.EnEa¢Cm¢SSf55u[xrs r0a mE,n.nras OnuxrRC¢C:orb µ 3-..'E¢—.1.as rOrrtrr q pet/cMCcp,—E. I r:/ftt/i3 eUavErunqu B ry Itt aEco-E.(q/3]pve�5 E. uuwn. 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W/l/zm2,BMrrs(SpEE T.—.CWun aE DWo"E32B W xoi 111T StmEr .. _ r¢rm mow ary m¢rsn- a n<no am my mr poem mrven i ( , - NOd,.sn v�M�c gnwMcm ••r•w°n'n 2. B. ' - J mEau.W[ mMq•OUrtJ' � n. )/s/To,M.•ec..v m,azevm . . N E.m x(.nm mrxr )w um u awe armM1 R r Sv c a mama. Q . !. ge..rwn.on eawe cn�r,.up•03¢ann., p wn Svrarvq.rT. map .. N= . BEMntraa n0.t Y( ) O - r BEnCnMWn u 2 rope .n C n M T(ewrmn OWI n 0 ,OBT - d BamdavEv C 5s nxmavt.a, re rnex m erx o vi¢r ewm Owe rt ee. —. m Rmcc Rµore• - D. flaw•ur..ur rm. n.eammneo m.pnl 20r ` ,w0 ax.e V'�(u:a+mr b rp mw +rB,(xpn.v. wmn Onvkr)w.,¢•n o ee¢rme n9 papwtm.n.. f - W 9aroec.a(Lane B):i, -Bu'ua .y1ea 0. It ouaegx0a (Zwv x). _ C .•+1.wm me wane•aemm�+W..v,mn'x,d mnmr Prep Oe¢= mr er 30 � u_ W SN 0" � u SURVEYOR'S STATEMENT: o v............. em.n nwm•a rn,.am.onw a N o �' .. " u mE ..., zQ I O 0OL W &� j j��•..�-�...7 � �Ex O `�� II ¢n:ro . •a •d awt Ego snwdna Jsios FOR REFERENCE ONLY 'S r am NOT TO SCALE V .SITE I 1.° C .BOOK 21067. PAGE 206 Q o AN:�iw rcaxoua atwrc uc 27,omeeao 1 F y 16 <oo—iawc - 2 u�,�✓ �4`+e �(aw�i ro acv) ' I F i 1°. JI r e) Q Q . ;t s _ x F t Y O ra. _I1 ow� rr.xnmucr(rsow uc ®.� c - —.. c+ec ewe(v+cwsommi R�z�Rp LRG 2}j wC t GRAPHIC SCALE FOR REFERENCE ONLY F ¢5 NOTITOS CALF S c - 10 °- °n SITE 2 6, U > ArrUCKS LANE vwnt cwa - - J sew, !x•xxm+c eo.r.v ass) f .. - m ____ 9.oe• -� ,x �",`®m•c.ae 1 awu '" Ul 1 I ��'�,_„ � l � �/ �,� _ ! ; -19 j --------------- /j - 77 71 ,r K� l� °� �� "--�-mow._._ F`�`.9•,., `� >!.�I� � �° I ! .. .. s.l l.s.wa, . ,v ,:e, ®f'"' �'* -'.-� 1 I ' �!'�'�'•,r'' fI� g i 7 •`` �`�c N ' BOOK 21067. PAGE 206 - CL n o d OWNER_A?uHi6 R!w0u0H FUJn'LLO GRAPHIC SCALE f ���.m:u,c. ArN:x>woeeooe .*.Mw=•µn�c,.a - FOR REFERENCE ONLY .' .._....,,,, .. NOTE O;ALE $ I. 9 -� -__ - >a j] -.� ^ems'- ':� ,.:..�,�„�_;�, ._. ,..w ..-f - • - �[ • :-+�..... _.+ti .. ,+i�+r-w.«..sue '.;.... _`" _' _ vuosur �rs� .::«......�.`_:_.....*,....'_..�.._...,,..,,,,,,,.,,,_,,;,;;.,,•V a,.,x,,,�.,.�...-.....,. .w.._!ie`TTUCKS LANE_ �(PUBUC R.O.W.VARIES'r +..-.......,..�.�� --_- '_ - ----- _ _ - _ - •'� � GPD GROUP Professional Corporation P/L` \ PA P/L PA s2o souo,Rain$o-�t,Ow 4311 P/L PA PA P� P 330-21W Faz:330.52.21p2 �UA.•�=Sy c>x ~ PA P/L P/L "�t ., y}Fa `_� 1y�[�' ,• q � r GPO GRp1ECT NUMBER: 101aza,a9 + // ,___ _=�`_ UE "t U�� �`i e;r�U� a•`,• 3 „ a: ws.AuwnoN,nnNACER: E UE _.. E UE + # of UE c•"+'r-+,r UE ' ° `t :-°� «. D pxza,B REVRDNADEPUN s •y b - `UE / V.' "a ,� ,,,. '; s'q / e oe.z,,e R 5G E0 FOR SEALED` ISSUE FOR IW%REVI N DESCRPTON i •�'' 4x fM -"., E� �a I � E�W UE C' 11 t•`YEA }� W� W PRO'I JECT AREA SEE SITE �• •` .y„.., PLAN ON SHEET C3 ,`t � � , ter• l n/ H,1 fi:K R� iJ' ri 11 - ' �Jv t SITE BENCHMARK 2: CHISELED X IN C( - / ELEV:69.57' A `` E%ISTING GG S es I W I 'i m / OFAu O V IT IT g��—''a-�- 425 ATTUCKS LANE #,/ f`J / Jp, '—=, +f q ":. (TES STATION) Y BARNSTABLE,MA 02601 SHEET TITLE OVERALL SITE ^' Y .+ (I 1 .- {} f PLAN __ II'px 1 +Y N SUPER STOP '- _ da &SHOP I yp, I A , JJ/y SHEET NUMBER IL I "✓.i v'V;s. 4s"'� � A f J T ['^�. M, �.jl lI O 1q�,,. _ _11 I t' ;�..',y. 3J ft Jr� f+t� kaw OVERALL SITE PLAN - - °® SCALE:1"=30' DEMOLITION KEYNOTES AND LEGEND O '• - GENERAL SHEET NOTES - 1. EXISTING LANDSCAPING TO BE REMOVED. 1. CONTRACTOR SHALL REMOVE EXISTINGPAVEMENT AND/OR CURB TO INSTALL PROPOPOSEDED2 EXISTING UNDERGROUND ELECTRIC TO BE RELOCATED(AS REQUIRED). -T = 5 L Fi .. .. UNDERGROUND CONDUITS AND REPLACE PAVEMENT AND/OR CURB AFTER CONDUITS HAVE 3.'COMPACT LIGHT PORE TO BE RELOCATED.CONTRACTOR SHALL LOCATION. WITH - - BEEN INSTALLED.SEE ELECTRICAL SHEETS FOR COMPACTED MATERIAL REFER TO SHEET C-3 FOR PROPOSED LOCATION. ' CONDUIT ROUTING,APPROXIMATE CONDUIT RUN LENGTHS AND TRENCH DETAIL.CONTRACTOR 4. EXISTING PAVEMENT MARKINGS TO BE REMOVED.CONTRACTOR SMALL REMOVE Deep CREeppD SHALL MEET OR EXCEED EXISTING PAVEMENT MARKINGS WITH SMALL HANDHELD GRINDERS OR SCARIFIERS OR OTHER vAL T�GMaBk SPECIFICATIONS.NOTIFY ENGINEER OF ANY METHODS.WITH THE APPROVAL OF THE ENGINEER OF RECORD.TAKE CARE DISCREPANCIES PRIOR TO PERFORMING WORK DURING MARKING REMOVAL TO NOT SCAR,DISCOLOR,OR OTHERWISE DAMAGE THE PAVEMENT SURFACE.DO NOT OVER PAINT OR USE OTHER METHODS OF 2. APPLY LIQUID ASPHALT AT ALL JOINTS BETWEEN COVERING MARKINGS IN LIEU OF REMOVAL. CONCRETE AND ASPHALT AND WHERE PROPOSED S. EXISTING CURB TO BE REMOVED. ASPHALT MEETS EXISTING.INCLUDING SAW CUT JOINTS. - EXI BE REMOVED 3. FOR TRAFFIC CONTROL PROCEDURES (APPROXIMATELY O BE (IF APPLICABLE),SEE TRAFFIC CONTROL NOTES ON TRENCHING NOT INCLUDED G P D GROUP SHEET GN-1. XX L.F.x DENOTES LIMITS OF SAWCUT professional Corporation 520 SouuV,Main Street,CH 4311 Akron,OH 330.572.2100 Fav:330.5>2.2102.2102 .. W��W�_W�—W—W W W GPD PROJEOT NUMBER . W : 2D182d1.d9 DRAWN BY DTP UE--UE__UE UE�_UE—UE W--W W W--W--W W CHECKED By R-PM �W W B'-1''— UE UE��NE — d TYP. I INSTALLATION MANAGER: ED NOSEWORT_ UE UE .. UE E UE UE s E UE UE- E. E .. u' UE UE - II II II II i II tL.F.x w c DB21A.REWso REur nro 0p LF3 B Ofi 251E I ISSUED ANDS LE :I I y A DS to tB!ISSUED FOR REVE- J I REV GATE DEISGiIPTION W II II --.UE--UE UE-UE_UE UE-UE-UE UE w DFAu ERro v J 3 \\ I \ \� 425 ATTUCKS LANE (TESLA STATION) w�\ / BARNSTABLE,MA 02601 Al I I ` SHEET TITLE IJ DEMOLITION PLAN k � k I SHEET NUMBER C-2 DEMOLITION PLAN 0 SCALE:V=20'. I O ' GENERAL SHEET NOTES 120kW TESLA OUTDOOR EQUIPMENT SCHEDULE CONSTRUCTION KEYNOTES AND LEGEND TESLA EQUIPMENT pESCRIPTION PART NUMBER OUANRTY 1. PROPOSED PAD MOUNTED ELECTRICAL UTILITY TRANSFORMER(BY UTILITY). 7. PROPOSED TESLA CHARGING CABINET(TYPICAL OF 6).SEE DETAILS ON 1. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT CONTRACTOR SHALL PROVIDE CONCRETE PAD PER UTILITY SHEETC-6. _ ANDIOR CURB TO INSTALL PROPOSED CHARGING CABINET GEN 2 L-N SUPERCHARGER 1033026-04-G 6 SPECIFICATIONS.COORDINATE FINAL LOCATION WITH UTILITY.SEE T = 5 L n UNDERGROUND CONDUITS AND REPLACE ELECTRICAL PLANS FOR PROPOSED ROUTING. S. PROPOSED CONCRETE PAD.SEE DETAIL ON SHEET C-7. PAVEMENT ANDIOR CURB AFTER CONDUITS HAVE CHARGING POST BOLLARDS BOLT-DOWN BOLLARDS 1024070-01-D 12 0 BEENINSTALLED.SEEELECTRICALSHEETSFOR CHARGING POST JUNCTION BOX DUAL CONDUCTORS 1133419-22-A 12 2. PROPOSED EQUIPMENT CLEAR SPACE(TYPICAL4 9. PROPOSED RELOCATED LIGHT POLE AND CIRCUIT. CONDUIT ROUTING,APPROXIMATE CONDUIT RUN CHARGING POST DOCK NORTH AMERICA 102WIH4 O6C 12 LENGTHS ANO TRENCH DETAIL CONTRACTOR 3. PROPOSED ELECTRIC METER MOUNTED TO H-FRAME PER ELECTRIC 10.PROPOSED PAINTED 4'WIDE SOLID WHITE STRIPE. tBm®Ia�gUm SHALL MEET OR EXCEED EXISTING PAVEMENT CHARGING CABINET CONC BASE UNIVERSAL PRECAST 1145059-00-A 6 COMPANY SPECIFICATIONS AND DETAILS ON ELECTRICAL SHEETS. vALD tquMBBL SPECIFICATIONS.NOTIFY ENGINEER OF ANY CHARGING CABINET METAL RACK DALSIN PREFAB 1145060-0DA fi 11. PROPOSED fi'CONCRETE CURB.SEE DETAIL ON SHEET C-7. Im—_ DISCREPANCIES PRIOR TO PERFORMING WORK 4. PROPOSED SWITCHGEAR ASSEMBLY PER ELECTRICAL DRAWINGS. 2. APPLY LIQUID ASPHALT AT ALL JOINTS BETWEEN S. PROPOSED TESLA CHARGE POST BASE MOUNTED WITH HELICAL ANCHOR PARKING STALL SCHEDULE CHARGING POST CIRCUIT SCHEDULE CONCRETE AND ASPHALT AND WHERE PROPOSED FOUNDATIONS(TYPICAL OF 12).SEE DETAILS ON SHEET G6. ASPHALT MEETS EXISTING,INCLUDING SAW CUT E PROPOSED ASPHALT PAVEMENT TO MATCH EXISTING STANDARD CHARGING CABINET CHARGE POST DEOICATEDIENABLED ' JOINTS. 6. PROPOSED TESLA NON-ILLUMINATED PARKING SIGN(TYPICAL OF 12).SEE EXISTING IN TYPE AND DEPTH.INCLUDE STALLS UTILIZED AS 12 i DEDICATED DETAILS ON SHEET C-0.SEE CHARGING POST SCHEDULE THIS SHEET. ENGINEERED COMPACTED BACKFILL BELOW RESULT OF THIS PROJECT 3. FORTRAFFICE),SEE TRAFFIC PROCEDURES O. WHERE APPLICABLE.CONTRACTOR SHALL MOUNT SIGN TO LIGHT POLE IN PAVEMENT SECTION.(APPROXIMATELY 340 SF) (IF APPLICABLE),SEE TRAFFlC CONTROL NOTES ON PROPOSED TESTA STALLS 12 1B DEDICATED LIEU OF POST. TRENCHING NOT INCLUDED SHEET GN-1. PROPOSED STANDARD STALLS 0 2 DEDICATED - D GROUP 4. WHEN APPLICABLE,CONTRACTOR SHALL X-RAY NET STALL.COUNT. .0 O 28 DEDICATED CONCRETE SLAB TO FIELD VERIFY EXISTING O 3 DEDICATED - - - Professional Corporation REINFORCEMENT LOCATIONS BEFORE DRILLING. 3 - S20 So-Main Street,Sui.2531 3B DEDICATED ' CONTRACTOR SHALL TAKE GREAT CARE TO ENSURE AWDR,OH 1311 AT LEAST 3'GAP BETWEEN ANCHORS AND EXISTING O 4 DEDICATED 330.5722100 Fa:330.5)2.2102 REINFORCEMENT AND STRESSING TENDONS. 4B DEDICATED 5 DEDICATED - GPD PROJECT NUMBER: 20t82 .B 5 O SB DEDICATED 6 ENABLED B -O CHECKED BY: RPIEPM 68 ENABLED INsrAL-0"MABnGER: _ �W UE UE UE Wow—w W W VET UE UE 14__W W W W W—�W �'1— UEUE 10 TYP. E UE UEUE :UE� E UE UE/ ) .. .. Da ze to osEAo UN—SEo r In .DMM. �) E UE' oazt lea cENrs 1 I UE E Lb Bszs to GIGNED AN w 3 UE UE OS 18 tB SSUED FOR 100%REVIEW I UE DATE IPr oN n REv DescR If a II II Ll II LI TY .. .. = 6 TYP ..•:.•.•:.•.. .. .. ........ ........ .. ... ....... .. .............•...•:::: •.•:.•.::.•.•. .....•.. 6 TVP. ® ® ® ® ® ® V UE ®E I - 3—�� UE � UE—TE--LIE—LIE--LIE—LIE II )1 / - Tv r ...:' TVP. 6 5 4 3 2 .. 1 Lit' .. I. 1 TYP. JW ceuALTEw SDs UlEM.UEEa TO..; I l i ' I w =— -+— '�,_-- --.•--+ . -' .. ' '' - -- - 425 ATTUCKS LANE (TESLA STATION) JAl BARNSTABLE,MA 02601 I \ w 4 _ \ 6 SHEET TITLE SITE \ I .. - .... PLAN .\ N ® F_SHEETNUMBERj SITE PLAN D® SCALE:1`10'. ' - - GRADING LEGEND - \OD0.00 EXISTING ELEVATION EX: T = 5 L Fi PROPOSED ELEVATION AT FINISHED GROUNDELEVATION T=OOD.00 PRO POSED TOP OF CURB ELEVATION 8=000.00 PROPOSED BOTTOM OF CURBIFINISHED PAVEMENT ELEVATION ama uTqu \TP=D00.00 PROPOSED TOP OF PAD ELEVATION PYt•W00 MATCH EXISTING ELEVATION -- - D.0% PROPOSED DRAINAGE SLOPE AND DIRECTION BENCHMARK /� SEE CLARK SURVEY FOR ALL APPLICABLE BENCHMARKS. GPD GROUP Professional Corporation 520 S,-Main Street,S01te 2531 Al,, I DH 44311 33M. 2100 Far:330.Sn.2102 ' - GPD PROJECT NUMBER: 201-1.45 OR— CHECKED BY: RPIEPM I.—LITIO.—NAGER: OSEWORTHY W / IE UE__ _WSW UE W UEUE—S ---w�W W / / w�E—w"'�V�W_�w�— \\ �w--w UE \ � UE _UE UE \ / w UE E UE— UE R 031&10 / E VE UE-- .211B R 2s 1B sGNED AND ALZE UE a \ I UE .I 1DDx EV Ew UE PATE '!UE DR FOR CRIPT RON \II II II / i w ICI a=67.03 3 UE T'UE_TIE UE T—UE—`UE'— —TIE E— . o U En TD III / ceuureA ms�cuueir�.IUE I 426 AT7UCK5 LANE o — �'�: i ESLA STATION /----------------- BARNSTABLE,MA 02601 SHEET TITLE GRADING PLAN I \ / SHEET NUMBER C-4 GRADING PLAN D sue. 10• SCALE:1"=10' • UE—�UE UE UE UE UE UE UE ���� ...pp UE—UE --_ UE UE UE UEUE UEUE UE 1 UE • — — --___ -- --- -- — --- --- __ -- --- _--__ —_—_ ____ ,—_ __— — --- -- ---- --- --- — ____ ___ — -- -- -- ---. -- ---- 3 pp . UE U� ---- , T = 5 L n I I I 'I I I II ; aumu� : I I I W Puma wham I I I GPD GROUP Professional Corporation m waeo wH-11 z531 330.SR2100 Fax:330.S12.202 . W I GPD PROlELT NUMBER: CHECKEDB . _ `+0 _ IuSTALUnON MANAGER DUOSEwORiHv W W--W-_W_� W�—. UE UE UE UE--U E TY P. W : W W W—W W—W—W .. .. W W—_ UE .. .. UE UE— E UE .. UE� .. .. D3.n to REv scNAGE PUN �I E UE os xt.te RenseD PER ur�nco E III E UE uE— os.tals scNED EDR SEA�Renew N, DAre I oEscR vnoN II II I C ® ® ® ® ® ION Qo® ® ® TE ®E T II w 3 ---3 UE UE—�E—UE—UE--UE—UE — UL a .. / orAu ER.o 42 E SLA STAT ION) BARNSTABLE,MA 02601 I \ \ � � SHEET TITLE .. ; T.-t. try. 4._5. °._D. .. .. EQUIPMENT \ - DIMENSION PLAN SHEET NUMBER - ® C EQUIPMENT DIMENSION PLAN - - °® SCALE:1"?10' NOTES: NOTE: - - 6-3/32' CONDUIT SIZE 31NCH 1. BOLLARD MUST BE FROM TESLA AND INCLUDE 1. TESLA PROVIDED TEMPLATE PLATE TO BE USED 70 LAYOUT CHARGING CABINET ANCHORING WELDED ON FIXTURE ATTACHMENT PADS. BOLT LOCATIONS AND CONDUIT STUB UP LOCATIONS. T _ 2. THE 4.33W,315rRA COMBINED TESLA LOGO AND TASK 2. BOLT HOLES FOR REFERENCE ONLY. .■ = 5 L n LIGHT LED ASSEMBLIES DRAWS POWER FROM THE -- SIGN PLATE PROPOSED SUPERCHARGER. MECHANICALLY 3, USE DOTTIE DUCT SEAL COMPOUND PC 6130(CAT NO LHD1)TO BEAL ENDS OF CONDUIT(TYP. 20-0/3Y I FASTENED TO 2'x2'Ki/e' ALL CONDUITS FOR CHARGING CABINETS AND CHARGE POSTS) 3. CONTRACTOR TO FIT REAR SKIN DURING CONTRACTOR SUPPLIED uw OR®Um 2531fJ2' INSTALLATION AND REMOVE REAR SKIN UNTIL TESLAT HSS STEEL POST 4. USE BELL FITTINGS ON ALL AC AND DC CONDUIT STUBS OALTqu INSPECTION IS COMPLETED. (8'LONG,6'ABOVE 5. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING REINFORCEMENT BEFORE DRILLING. P�It!%p14K90 GRADE) ENSURE 1'GAP BETWEEN ANCHORS AND EXISTING REINFORCEMENT. W T$5Lii 5' S' 4)12'DIA.HILTIKWIK BOLT TZ ESL STAINLESS E ANCHORS, RED, TESLA' p 48 FLATHEAD - 3-1/4'MIN.E MMBEDMDM ENTT TH )T / LOGO LED ASSEMBLIES YPE (SEE NOTE 2) 4 60 SCREW(TYP.) MO NT CABINET CO SADDLE CLIP IF IMOUN MOUNTING TO GRATING GnD GROUP (1)WHITE,55mA TASK - 60 MINUTE (1)3'AC CONDUIT ALTERNATIVE DIRECT BEAM Professional Corporationn LIGHT LED ASSEMBLY �^y GENERAL PARKING (SEE NOTE 2) CONNECTION: 5205DutH Maln Street,Suite 2531 (SEE NOTE 2) - PROPOSED 1Y2'STAINLESS gkmO,off 44331 STEEL BOLTS WITH FLAT AND 3.38' 3.38' LOCKING HARDWARE(MIN. 330.572.2100 Fa.:330.572.2102 9.OP 8.00' GRADE 36) MI INCOMING OUTGOING (1)OR(2)DC CONDUITS. GPO PROJECT NUMBER: 2U18241.49 STUB UP SHALL BE 6-OFF GROUND AND END IN DRgWN BY: AC PE DC DC FEMALE NPT THREADED CHECKED BY: R-PM COUPLING(SEE NOTE 2). PAVEMENT NOTES: - PROVIDE REDUCER FOR 4' INSTAL-ON MANAGER: EDNOSEWORTHY SWITCHGEAR L, RISING POST -CONDUITS AS REQUIRED. PROPOSED KSF G `, 1. SIGN ANO TAMPER PROOF HARDWARE SHALL BE PROVIDED BY TESLA SEE FEEDER SCHEDULE 76X 2100GROUND 2 POST SHALL BE PROVIDED BY CONTRACTOR. ® ON SHEET E-3 FOR SCREW.GROUND 3. IF PAINT FINISH IS DAMAGED DURING INSTALLATION,CONTRACTOR SHALL REPAINT AS REQUIRED. CONDUIT SIZEIQUANTITY. SCREW SHALL BE 4. NON-ILLUMINATED POLE MOUNT PARKING SIGN FACES AND RETURNS TO BE 0.090'ALUMINUM PANELS - INSTALLED A WITH 11680A2 RED REFLECTIVE VINYL APPUED(VERIFY REFLECTIVITY WITH OWNER). 4.7F 4.50' MAXIMUM OF 3' S. LOGO TO BE R280-10 REFLECTIVE WHITE VINYL(VERIFY REFLECTIVITY WITH OWNER). 1'CONDUIT FOR ABOVE GRADE. 6. SEE TYPICAL TESLA PARKING SIGNAGE DETAIL FOR SIGNAGE VARIATION(IF APPLICABLE). POTENTIAL EARTH CONTRACTOR SHALL INSTALL GROUND ]. CONTRACTOR SHALL MOUNT SIGN POST IN 8'DIA.,T-0'DEEP CONCRETE FOUNDATION. -' GROUND SCREW PER MANUFACTURER'S 8. SIGN POST SHALL BE POWDER COATED,COLOR-MEDIUM/DARK GREY - SPECIFICATIONS AND MANUAL 9. SIGN POST SHALL BE PLUGGED/CAPPED TO PREVENT WATER INTRUSION FROM TOP. TESLA CHARGING POST ELEVATION N.T.S 5 TESLA ENABLED NON-ILLUMINATED PARKING SIGN DETAIL N.T.S 3 TESLA CHARGING CABINET ANCHOR BOLT PLAN N.T.S 1 B Rev, ru stt NOTES: 06.2t.t6 R 1. CHARGING POST BASE DESIGNED AND ENGINEERED BY OTHERS, 05.25.1a SIGNED AND SEALEDcoul SUPPU ED BY TESLA AND INSTALLED BY CONTRACTOR. A O-A.1.BSUEDFOR 100%REVIEW TOP SURFACE 2 CHARGING POST BASE DIMENSIONS SHOWN FOR REFERENCE ONLY. DATE DESCRIPTION MOUNTING PLATE CONTRACTOR SHALL GOORDINATE WITH TESLA FOR EKACT SUPPLIED BV TESLA - DIMENSIONS AND SPECIFICATIONS. 3. THE FOUNDATION DESIGN IS BASED ON THE MINIMUM PRESUMPTIVE SIGN PLATE - SOIL VALUES OUTLINED BELOW.THE CONTRACTOR SHALLIMMEDIATELY MECHANICALLY NOTIFY THE ENGINEER OR RECORD IN THE EVENT THE FIELD FASTENED TO 2'K2".I1B' CONDITIONS DIFFER FROM THOSE PROVIDED OR THE MINIMUM CONTRACTOR SUPPLIED m INSATION DEPTH CANNOT BE ACHIEVED DUE TO VARYING SOIL HISS STEEL POST TALL CONDITIONS. - LONG,6'ABOVE GRADE) 3823132' ESL PRESUMPTIVE SOIL VALUES: 9 T W 5 LM 1:�l COHESIVE SOIL CONDITIONS:SDILUNRWEIGHT:115PCF p6 hLAIHEAU A K UNORAIIJCDC PS FO- STDNAINH 01 EA F SCREW(TYP.) _ 4 VEHICLE -- - - 2. NONLOHESIVESOIL CHARGING CONDITIONS: SOIL UNIT WEIGHT:11O PCF CAR SIDE ONLYN. E.T.EPERC INTERNALANGLEOF RE MOVE MOUNTING FEET 01 Au ER.T FRICTION:28 DEGREES WHEN MOUNTING TO IN DOOR CABINET MOUNT CONDUIT STUB BASE ASSEMBLY 1 - TESLA CHARGING CABINET 425 ATTUCKS LANE 29"g. (TESLA STATION) �1 it WEIGHTENCLOSURE600kg.SSPROTECTIONIP55 - BARNSTABLE,MA02601 PAVEM NT WEIGHT: 600 kB�132D IEs. .,- PROPOSED KSF G NOTES:76 2100 GROUND COMPLIANCE:THE UNIT IS TUV LISTED ASIEC 61851-23, X BCREW.GROUNO 1. SIGN qND TAMPER PROOF HARDWARE SHALL BE PROVIDED BY TESLA. ILL 2202,CSA 22.2 NO.107.141 COMPLIANT SHEET TITLE SCREW SHALL BE 2, POST SHALL BE PROVIDED BY CONTRACTOR. NOTES: . INSTALLED 3. IFPAINT FINISH IS DAMAGED DURING INSTALLATION,CONTRACTOR SHALL REPAINT AS REQUIRED. CIVIL DETAILS f MAXIMUM OF 3' �� 4. NON-ILLUMINATED POLE MOUNT PARKING SIGN FACES AND RETURNS TO BE 0.09 ALUMINUM PANELS - �� /'I' 0' 1. CABINET SHOULD BE LIFTED USING ROOF !ABOVE GRADE. f WITH IX680-B2 RED REFLECTIVE VINYL APPUED(VERIFY REFLECTIVITY WITH OWNER). LOGO TO BE 4280-10 REFLECTIVE WHITE VINYL(VERIFY REFLECTIVITY WRH OWNER). MOUNTED EYE HOOKS,A FORKLIFT PALLET 6. SEE TYPICAL TESLA PARKING SIGNAGE DETAIL FOR SIGNAGE VARIATION(IF APPLICABLE). JACK CAN ALSO BE USED TO MOVE CABINET IF CONTRACTOR SHALL INSTALL GROUND ]. CONTRACTOR SHALL MOUNT SIGNPOST IN 8'DIA,3'-0'DEEP CONCRETE FOUNDATION. DONE PROPERLY. SHEET NUMBER SCREW PER MANUFACTURER'S ''""' 8. SIGN POST SHALL BE POWDER COATED,COLOR-MEDIUM/DARK GREY ILLI 2 SEE EN-1 FOR CHARGING CABINET NOTE. SPECIFICATIONS AND MANUAL 9. SIGN POST SHALL BE PLUGGED/CAPPED TO PREVENT WATER INTRUSION FROM TOP. . - _C CHARGING POST CONCRETE FOUNDATION N.T.S T. TESLA DEDICATED NON-ILLUMINATED PARKING SIGN DETAIL N.T.S 4 TESLA CHARGING CABINET DETAIL N.T.S 2 l.A U NOTES: PAVEMENT DIMENSIONS CHARGING 1. CHARGING CABINET METAL BASE DESIGNED AND ENGINEERED BY DALSIN. REFER TO THIS POINT CABINET METAL CHARGING CABINET PRECAST CONCRETE FOUNDATION DESIGNED AND SEE PLAN 6' 1'RADIUS BOTH SIDES BASE BY DALSIN ENGINEERED BY UNIVERSAL = 5 L n 1. CHARGING CABINET MOUNT BASE ASSEMBLY SUPPLIED BY TESLA AND PROPOSEDCONCRETE 1/2'CHAMFER FINISH GRADE SEAL JOINT �Y7 INSTALLED BY CONTRACTOR 0 (PAVEMENT ELEVATIONS •� 3. CHARGING CABINETSRALL BE ANCHORED TO METAL BASE WRH SIB'OIA pd BARS O.C. SAW CUT JOINT Igm alEeOaa REFER TOTHIS POINT) STAINLESS GRADE 304 BOLTS PROVIDED BY TESTA AND INSTALLED BY EACH WAY (EVERY 6'-O'MAX) '> CONTRACTOR(TYPICAL OF d). CENTERED IN SLAB 1/0 WIDEX I-12' Pu01a� £ Q DA � 4 5/6'Di. 5 AIMLES GRADE 904 BOLTS PROVIDED BY TESL-AA AND U<JSTATION D TH e _ _ GRADE � CONTRACTOR(TYPICAL OF 4F' PAVEMENT AS SPECIFIED �_4. f � • � 5. CHARGING CABINET MOUNT BASE ASSEMBLY DIMENSIONS SHOWN FOR PORTLAND CEMENT CONCRETE REFERENCE ONLY.CONTRACTOR SMALL COORDINATE WITH TESTA FOR EXACT PLAN VIEW DIMENSIONS AND SPECIFICATIONS. S. CONTRACTOR MUST MAINTAIN A MINIMUM OF 1W OF COVER IN 6-MIN,COMPACTED FROST-FREE GRASSAANDSCAPEO AREAS OVER THE TOPS OF CONDUITSWHEN ROUTING - GRAVEL FILL PROPOSED CURB 12'EXPANSION JOINT INTOTHESIDEOF THECHARGINGCABMETMOUNRNG BASEASSEMBLY. - GPD GROUP EXISTING CURB MINIMUM COVER IN ANY VEHICLE TRAFFIC AREA MUST BE 30'. UNDISTUED RA-SOIL OR PREPARED CHARGING SUBGRADE(95%STANDARD PROCTOR) professional Corporation BACK LEFT CABINET 5205DUN Main Street,Suite 1531 CONCRETE PAD NOTES 8 CONCRETE SPECIFICATIONS: Abon,OM 94311 SIDE VOID SPACE 330.5221100 F—330.52.2102 FOR AC/DC 1. FOUNDATION AREA SHALL BE EXCAVATED TO THE DEPTH AND DIMENSIONS SHOWN ON THE PLANS. CONDUIT OTHER UNSUITABLE MATERIAL SHALL BE REMOVED AND LEGALLY DISPOSED OF OFFSITE.THE OPRECAST ENTRANCE. SUBGRADE SHALL BE ROLLED WITH A 1-TON,VIBRATORY,WALK-BEHIND ROLLERATA SPEED OF GM PROJECT NUMBERSEE NOTE 6 LESS THAN 2 FPS,6 PASSES MINIMUM,TO PROVIDE UNYIELDING SURFACE. 2. UNDER CUT SOFT OR'WEAVING'AREAS A MINIMUM OF 12 INCHES DEEP.BACKFILL UNDERCUT AREA DRAWN BY: METAL BASE WITH FILL.MEETING THE SPECIFICATIONS OF STRUCTURAL FILL CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH(Pt}-4000 psi. CHECKED BY:DRILLED INSERT.PROVIDE 4. REINFORCING BAR TO BE ASTM A615 GRADE 60. - INSTA ONMANAGER: DN0.5EWORnrv3/4'SMOOTH SEEL DOWEL W/ MINIMUM T EMBEDMENT 5. ALL REINFORCING TO HAVE MINIMUM CONCRETE COVER PER ACI SPECIFICATIONS. THREADEDENDTOFITINSERTS. -STABILIZED 30d' 25A' PRECAST 6ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO ACI 318-14 AND APPLICABLE PROVIDE 6'EMBEDMENT INTO CONCRETE STATE BUILDING CODE. PROPOSED CONCRETE SUBGRADE FOUNDATION7. PAD SHALL BEA MINIMUM OF 1'-9'IN THICKNESS.THICKNESS OF PAD SHALL INCREASE AS THE CURB TQ CURB DOWEL JOINT DETAIL PERIMETER SOIL SURFACE SLOPES TO MAINTAIN A MINIMUM OF 1-T OF SOIL COVER TO THE BOTTOM OF THE PAD. NOTE: - 31.5' 6-MIN GRANULAR BACKFILL CONTRACTOR TO ASSESS EXISTNG CURBS AND INSTALL PROPOSED CURBS TO MATCH.ABOVE DETAILS .. SEE FROST NOTES ON TO BE USED AS MINIMUM STANDARDS. CONCRETE SHEET GN-3 FOR .. FOUNDATION FOUNDATION PREPARATION P.C.C..CURB DETAIL N.T.S 5 CHARGING CABINET FOUNDATION DETAIL -N.T.S 3 CONCRETE PAD DETAIL N.T.S 1 . c BE 1—R .. .. .. .. .. .. SEE NOTE 8 8 BIGNED D SEALED I M18.18 SSUEOF FOOR tOD%RE EW TYPICAL BOTTOM VIEW REv DESCRIPTION LAYOUT OF(1)OED - .. SWITCHGEAR BAY.SEE ' 1 NOTE 1 3/4'DIA.MOUNTING BOTTOM VIEW HOLESOFFSET3'FROM .. .. SIDES(TYP.) .. FRONT.F 11ED ` SWRCHGEAR BAY ' PRO PDSEDSWITCHGEAR - . ASSEMBLYCABINET HEAVY DUTY NUT - OeAu —D'R.IEIDIIAL ENGINEER,TO BELLEVILLE WASHER -- - BASE CHANNEL PROPOSED 5/B'HILTI KWIK BOLT R 425 ATTUCKS LANE STAINLESS STEEL ANCHOR 3-1/8 (TESLA STATION) w EFFECTIVE EMBEDMENT MIN.i BARNSTABLE,MA 02601 (ESRH191]) PROPOSED CONCRETE SLAB SHEETTITLE DETAIL! - CIVIL DETAILS .. .. NOTES: 1. SEE FLOOR PLAN ON ELECTRICAL SHEETS FOR MOUNTING HOLE LOCATION AND - SWITCHGEAR BAY DIMENSIONS. - - SHEET NUMBER ' - - - 2. SEE ELEVATION ON ELECTRICAL SHEETS FOR BASE CHANNEL DIMENSION. 2 l.•DETAIL NOT USED N.T.S 6 DETAIL NOT USED N.T.S 4 QED SWITCHGEAR MOUNTING DETAIL N.T.S CHARGING POST CIRCUIT SCHEDULE CHARGINGCABINET CHARGEPOST DEDICATED/ENABLED O1B DEDICATED -DEDICATED 5 L n ODEDICATED - 2 B DEDICATED ®iC1EH1Kp P.uO UTO, O 3A DEDICATED - mPl aal4Bm 3 B DEDICATED O A DEDICATED 4 B DEDICATED O DEDICATED 5 B DEDICATED O6B ENABLED 168'-1' 176'E• GP D GROUP 169'-6• Professional Corporation 160'�' 14 SPUN MaIR Street,SPI.2531 Nm ON M311 330.STL2100 Fax:330.572.2102 151'A' GPD PROJECT NUMBER: RO1BR4t.49 133'-6' - I OR—BY: DTP 124'-11' CHECKED BY: 115'-B' INSTAU-01M.NAGER: DNOBEYAD—Y I ''.I j II II '.efi'7• II '.I I II II 7gtg• ,III I I II I I II B �IIO . II 6 B 5 4B I B A B 1B 1A I O O - D Ev GIAc II II 15 z .. °El sIGNEeO AUD SEA1EDCDM 24'-B OS?8.10 ISSUED FOR tOD%REVIEW EN !I I. 33'-e• DATE DESCRIPTION • 6 ITIS 105'A' OVAu R m o b to n « m m o' m ro r^ Bi m e a t$' m 1; �Y m yrW \ H r___----____ . - " 426 ATTUCKS LANE (TESLA STATION) I. BARNSTABLE,MA 02601 � I I SHEET TITLE - / � I / I I __ —___-----_I Ls, GNAGE DIMENSION PLAN N --'' — 1 SHEET NUMBER II 6 I u C—$ SIGNAGE DIMENSION PLAN - °®° SCALE:1"=20' r-0• T = 5Ln® T=5LFi ` T$SLiR ODRO _. - VEHICLE ( G P D GROUP CHARGING VEHICLE professional Corporation ONLY CHARGING 520 SauN Main Sheet,Suite 2831 .. ONLY Al-OH 1,1311 ' 330.5]221D0 Fn:33D.5]2.21D2.2102 TESLA DEDICATED PARKING SIGN DETAIL - - GPD—ECT NUMBER: xptB24 t.as TESLA DEDICATED PARKING SIGN DI TAIL DRAWN OCHECKED BY RPIEPM IUSTALNTION MANAGER: ED NOSEMITHY SPECIFICATIONS - SIGN PANELS 0.090•ALUMINUM PANELS WITH#68D-82 RED- 1'-0' REFLECTIVE VINYL APPLIED LOGO TO BE f1280-10 REFLECTNE WHITE VINYL DB4S IB R .. .. .. .. •7 § .. C oe.st le RE1nsEO PE Sf8 SGNEO AN —III.IS FOR 100%REVIEW DATE T=5LPi EX GRADE -- EX GRADE - L 60 MINUTE EXISTING OR PROPOSED GENERAL PARKING _ _ ucHT POLE FOUNDATION " TESLA ENABLED PARKING SIGN DETAIL O CONCRETE FOOTING or Au ER,ro - - SPECIFICATIONS - 425 ATTUCKS LANE SIGN PANELS (TESLA STATION) BARNSTABLE,_MA 02601 •O.D90•ALUMINUM PANELS WITH#6B0-82 RED - • REFLECTIVE VINYL APPLED LOGO TO BE Y 10610 REFLECTNE WHITE VINYL SHEET TITLE SIGN POSTS ae• B - SIGNAGE PLAN SIGN POST SHALL BE POWDER COATED,COLOR- - MEDIUMIDARK GREY - SIGN POST SHALL BEPLUGGED/CAPPED TO - PREVENT WATER INLRUSIDN FROM TOP. .. SHEET NUMBER C-9A T = 5LFi ]®O DBBI,CIEERIO :AWK time I � GPD GROUP _ y.�_.---- professional Corporation - - �.._-.,<� ® I no wu<n Male so-en,were 2531 1 Abon,.V. i 3BD.snnoD Far:BBDz2102uoz GPD PROJECT NUMBER: .1-11 AB .I .. DTP CHECKED BY RPMPM ' 11—LnTI01 MnunGER: ED NMMETHY I - - 1 C E�n5e0 ffO S1B NEOnND SEUEOCOMM I 0.51B1B SSUED FOR 100"A REVIEW !{ _ %R.1 —E I DESCR—OW 1 t - i ATTLICKS LANE i (TESLA STATION) •- -- BARNSTABLE,MA 02601 � SHEET TITLE SIGNAGE PLAN SHEET NUMBER C-9B GENERAL ELECTRICAL SPECIFICATIONS - CHARGING CABINET NOTE BASIC ELECTRICAL MATERIALS AND METHODS Hi. THE FOLLOWING ARE ABBREVIATED SPECIFICATIONS.ALL ITEMS NECESSARY FOR A COMPLETE AND 1. PER NEC 62522-THE USER INTERFACE(CHARGE POST)IS CONTROLLED BY THE ELECTRICAL 1. WHERE STRUCTURAL OPENINGS ARE NOT AVAILABLE,THE CONTRACTOR SHALL CORE DRILL OR CUT OPERABLE JOB(TO THE SATISFACTION OF OWNER)WHETHER SHOWN OR IMPLIED SHALL BE HELD AS EQUIPMENT(CHARGING CABINET)AN O THE FOLLOWING PRECAUTIONS HAVE BEEN TAKEN TO ENSURE CHASES INWALLSAND FLOORSASREQUIRED.ALLNEWOPENINGS SHALL BE COORDINATED WITH THE _ THE RESPONSIBILITY OF THE CONTRACTOR THE SAFETY OF CUSTOMERS AND THOSE AROUND THE EQUIPMENT.BE FORE ANY VOLTAGE OR ENGINEER.ALL PENETRATIONS OF THE BUILDING WALLS,CEIUNG AND FLOORS,THE CONTRACTOR T 5 L n CURRENT IS APPLIED TO THE CHARGE POST,THE CABINET MUST COMMUNICATE WITH THE TESLA SHALL SEAL WITH QUALITY CAULK,FIRE RATED AND WATERTIGHT,SUBMITTED FOR APPROVAL BY THE 2. IMPORTANTNOTE:'CONTRACTOR'REFERENCED IN THESE SPECIFICATIONS SHALL INDICATE WORK BY VEHICLE.THERE IS A'HANDSHAKE'BETWEEN THE CAR AND THE CABINET CONFIRMING THAT THE OWNER, ELECTRICAL CONTRACTOR OR ANY OF HIS SUBCONTRACTORS UNLESS NOTED OTHERWISE VEHICLE IS ACTUALLY A TESLA AND THAT THE VEHICLE CAN HANDLE THE SUPERCHARGING.VOLTAGE IS THEN APPLIED TO THE POWER SOCKETS IN THE CHARGE POST AND ONCE THE VOLTAGE READING 2. TRASH REMOVAL:CONTRACTOR SHALL REMOVE ALL TRASH CREATED BY HIMSELF OR HIS 3. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT ONLY.COORDINATE FROM THE CAR IS VERIFIED AS THE SAME IN THE CHARGING CABINET,THEN CURRENT BEGINS TO FLOW. SUBCONTRACTORS DUE TO DEMOLITION OR CONSTRUCTION.THE CONTRACTOR SHALL ALSO REMOVE INSTALLATION WITH OTHER TRADES TO VERIFY THE ACTT JAI SPAf'.FCONOITIONRTHATARFTORE IF AT ANY POINT IN THIS PROCESS A FAULT IS DETECTED_THE CHARGING WILLSTOP IMMEDIATELY, TRASH CREATED BY OTHER SUBCONTRACTORS INCLUDING CABLE REELS,CARDBOARD BOXES AND v.LL04To.- MAINTAINED.NO ADDITIONAL PAYMENT WILL BE APPROVED FOR FAILURE TO COMPLY. WITHIN A MATTER OF MILLISECONDS.DURING THE NORMAL CHARGING CYCLE.IF ANY FAULT OR PACKING.PROMPTLY CLEAN-UP ALL SOILING,DEBRIS AND OTHER UNSIGHTLY OR HAZARDOUS faFW Yt�oo IRREGULARITY IS DETECTED,THE CHARGING WILL AGAIN STOP WITHIN MILLISECONDS OF DETECTION. CONDITIONS,CAUSED BY WORK OR DELIVERIES UNDER THIS CONTRACT,FROM THE BUILDING 4. ALL SYMBOLS ANDABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION BEYOND THIS LOGIC PROTECTION,THERE IS PHYSICAL PROTECTION FROM OVERCURRENT OR GROUNDS,ENTRIES.CORRIDORS,STAIRWAYS.ELEVATORS OR OTHER PUBLIC AREAS.ALL SHALL BE STANDARDS.IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING,THE ENGINEER OVER-VOLT AGE WITHIN EACH OF THE CHARGERS.BEYOND THAT,FAST ACTING FUSES ALSO PROTECT REMOVED FROM THE SITE IN A TIMELY FASHION TO A LEGAL DISPOSAL FACILITY. SHALL BE NOTIFIED FOR CLARIFICATION BEFORE PROCEEDING NTH THE WORK. THE VEHICLE OUTPUTS FROM OUTPUTTING TOO HIGH OF A CURRENT. - A 3. SIGNAGE:CONTRACTOR S BY I SHALL MAINTAIN ORA SECURITY AROUND PERIMETER OF CONSTRUCTION STIE 5. CONTRACTOR SHALL NOTE SCALE ELECTRICAL DRAWINGS.REFER TO SITE PLANS AND ELEVATIONS POST CONSTRUCTION AND PROJECT CLOSEOUT DOCUMENTATION DURING ALL HOURS BY INSTALLING A TEMPORARY RIBBON FOR INTERIOR WORK TO IDENTIFY FOR EXACT LOCATIONS OF ALL EQUIPMENT AND CONFIRM WITH CONSTRUCTION MANAGER ANY SIZES CONSTRUCTION AREAS AS REQUIRED.SIGNAGE SHALL BE POSTED WITH NOTIFICATIONS OF'NO /�` AND LOCATIONS WHEN NEEDED. 1. AS-BUILT REQUIREMENTS:DO NOT USE RECORD DOCUMENTS FOR CONSTRUCTION PURPOSES.TO TRESPASSING-AND'CONSTRUCTION ATIEA'. 6. CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE ALL ITEMS DEFINED IN THE CONTRACT DOCUMENTS. FIRE-RESIST ANTPROTECT R OCATION.PROVIDE CCE S DOCUMENTS FROM DETERIORATION OTO RECORD DOCUMENTS FOR THE OWNER'S 4. CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD.UNLESS SPECIFICALLY NOTED.DO NOT GROUP ,1 THE CONTRACT DOCUMENTS INCLUDE,BUT ARE NOT LIMITED TO THE FOLLOWING:THE CONTRACT, REFERENCE DURING NORMAL WORKING HOURS.MAINTAIN A CLEAN,UNDAMAGED SET OF BLUE OR FABRICATE ANY MATERIALS OFF SITE,NOR DOANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING GPD GROUP ' SPECIFICATIONS,AND CONSTRUCTION DRAWINGS.CONTRACTOR SHALL PROVIDE ALL LABOR, BLACK LINE PRINTS OF CONTRACT DRAWINGS AND SHOP DRAWINGS.MARK THE SET TO SHOW THE DIMENSIONS HAVE BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. Professional Corporation MATERIAL,AND EQUIPMENT NECESSARY TO INSTALL ALL ELECTRICAL EQUIPMENT,CONDUIT,WIRING ACTUAL INSTALLATION WHERE THE INSTALLATION VARIES SUBSTANTIALLY FROM THE WORK AS li ETC.AS SHOWN OR IMPUED ON THE DRAWINGS AND TO PROVIDE A COMPLETE OPERATIVE SYSTEM TO ORIGIN ALLY SHOWN.MARK DRAWINGS THAT ARE MOST CAPABLE OF SHOWING CONDITIONS FULLY AND 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CUTTING,SUBSEQUENT PATCHING,AND RO.SovIM1 Main Str Suite 201 THE SATISFACTION OF OWNER. ACCURATELY,WHERE SHOP DRAWINGS ARE USED,RECORD ACROSS-REFERENCE AT THE REQUIRED FLASHING FOR ALL ITEMS NECESSARY FOR ELECTRICAL PART OF THE CONTRACT.PATCH. AI-,OH 44311 ]. CONTRACTORSHALL PROVIDE ON-SITE SUPERVISION AT ALL TIMES WHILE THE WORK IS BEING - CORRESPONDING LOCATION ON THE CONTRACT DRAWINGS.GIVE PARTICULAR ATTENTION TO PAIN,AND REPAIR ANY AREA DAMAGED TO THE SATISFACTION OF THE BUILDING OWNER. 33116]L310D Fa:330.ST2.2102 PERFORMED AND SHALL DIRECT ALL WORK,USING HIS BEST SKILL AND ATTENTION.HE SHALL BE CONCEALED ELEMENTS THAT WOULD ERASABLE DIFFICULT TO MEASURE AND RECORD ATG LATER TWE MARK RECORD SETS WITHCATEGORIES O PENCILUSE OTHER ARKNEW INFORODISTINHATI BETWEEN B. THE EXACT DRAWIN .ILOCATIONSAT ALL ELECTRICAL DEVICES,IN DETAIL.THE EXAND CT LOCATION AS SHOWN ONTHE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,PROCEDURES AND To THE OW E SEPARATE CATEGORIES OF THE WORK MARK NEW INFORMATION THAT IS IMPORTANT DRAWING.IS APPROXIMATE.WHEN NOT SHOWN IN DETAIL,THE EXACT LOCATION OR ROUTING SHALL Gvo vvaEOT NUMBER: 20tB241.<B SEQUENCES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. TO THE OWNER BUT WAS NOT SHOWN ON THE CONTRACT DRAWINGS,DETAILS OR SHOP DRAWINGS. BE DETERMINED BY THE CONTRACTOR,SUBJECT TO THE APPROVAL OF OWNER. ' NOTE RELATED CHANGE ORDER NUMBERS WHERE APPLICABLE.NOTE RELATED RECORD DRAWING BY DTP N : 8. INSTALLATION OF ALL ELECTRICAL EQUIPMENT,DEVICES,CONDUITS,ETC.MUST BE COORDINATED INFORMATION AND PRODUCT DATA UPON COMPLETION OF THE WORK,SUBMIT ONE(1)COMPLETE SET ]. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING,BACKING,FRAMING,HANGERS OR WITHAL L OTHER TRADES.COORDINATE SHUTDOWN TIMES AND WORKING HOURS WITH BUILDING OF RECORD DOCUMENTS TO THE CONSTRUCTION MANAGER FOR THE OWNER'S RECORDS. OTHER SUPPORT FOR THE MOUNTING AND SUPPORT OF ALL ITEMS REQUIRING THE SAME AS REQUIRED CHECKED BY: RWEPM OWNER,INCLUDING OFF HOURS,WEEKEND,AND HOLIDAY WORK AS REQUIRED. CONTRACTOR SHALL SUBMITAS-BUILT SET OF PLANS TO THE ENGINEER WITHIN]DAYS OF BY N.E.C. INSTAUARON MANAGER: D HOSEWORTRY 9. ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE OWNER. COMPLETION OF CONSTRUCTION. B. TRENCHING AND BACK FILL:CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED IN WRITING PRIOR TO THE AWARD OF THE CONTRACT AND AN ADDENDUM WILL BE ISSUED TO COVER EXISTING CONDITIONS AND DEMOLITION CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFlLDNG AND COMPACTION. SAME. 1. ALL ELECTRICAL DEMOLITION WORK,INCLUDING MATERIAL REMOVAL FROM THE SITE,SHALL BE THE 9. WHEN DIRECTIONAL BORING IS REQUIRED.CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE WITHIN 10. GUARANTEE-CONTRACTOR SHALL FURNISH OWNER WITH A WRITTEN GUARANTEE TO PROMPTLY RESPONSIBILITY OF THIS CONTRACTOR.BEFORE PROCEEDING WITH THE DEMOLITION WORK.THE INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS. REMEDY ALL DEFECTS OF WORK OR MATERIALS WITHOUT CHARGE FOR A PERIOD OF ONE YEAR AFTER CONTRACTORY OFTHILL TAINFRACOM TR.HE B EFOINGOWNEEDING ITHOF TH REMOVED ITEMS TO BE FINAL ACCEPTANCE AND INSPECTION. SALVAGED.ALL OTHER REMOVED MATERIALS AND EQUIPMENT SHALL BE PROPERLY DISCARDED OFF 10. ALL BOLTS SHALL BE STAINLESS STEEL - 11: MATERIALS-ALL MATERIALS AND EQUIPMENT SHALL BE NEW,IN ORIGINAL CONTAINERSWRAPPINGS, THE PREMISES. 11. FOR UNDERGROUND RACEWAYS,PROVIDE ADDITIONAL SLACK IN CONDUCTORS AND CONDUIT SHALL BE SPECIFICATION GRADE,AND LABELED OR LISTED BY U.L.OR AN ACCREDITED TESTING EXPANSION JOINTS IN ORDER TO ALLOW FOR EARTH MOVEMENT FROM SETTLEMENT,FROST,ETC.IN ORGANIZATION AS REQUIRED BY LOCAL INSPECTORS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING PROPERTY RESULTING FROM ORDER TO PREVENT DAMAGE TO THE CONDUCTORS OR TO THE EQUIPMENT CONNECTED TO THE THE CONSTRUCTION ACTIVITIES.CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE AT THE RACEWAYS PER THE NEC. - 12. CONTRACTOR SHALL PROVIDE ADEQUATE AND REQUIRED LIABILITY INSURANCE FOR PROTECTION 'COMPLETION OF WORK. - AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK - -- -6.19 R S -EXISTING UTILITIES AND CONDITIONS ARE ACCURA FROM FIELD DATA IONS SMALL BEDOCUMENTS BY - - 13. ALL EQUIPMENT SHALL BE DESIGNED TO OPERATEON VOLTAGE AND PHASE R ANY H CONTRACTOR ARE NOT NECESSARILY COMPLETE OR ACCURATE ALL FIELD CONDITIONS SHALL BE VERIFIED BY - 25.18 SIGNEDA D SEA EL DOOM FURNISHINGRS,RA MEN YS.SWITCHES, CHES MA]M FED SHALL BE RESPONSIBLE FOR ANY CHANGES IN CONTRACTOR BEFORE START OF CONSTRUCTION. _ D 6.1B ISSUED FOR 1Da%REVIEW CONDUCTORS,RACEWAYS.SWITCHES,ORANY INCREASE IN CAPACITIES CESSHALL AND PAY ALL - DATE DESCRIPTION ASSOCIATED COSTS.REQUIREMENTS FOR ANY INCREASE IN CAPACITIES SMALL BE REVIEWED BY 4. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE EXPOSE,AND DETERMINE IF CONFLICTS EXIST WITH REV .ENGINEER. THE PROPOSED IMPROVEMENTS.CONTRACTOR SHALL NOTIFY THE OWNER IN ORDER TO RESOLVE ANY CONFLICTS.EXISTING ELECTRICAL CONDUIT,WIRING,ETC:DAMAGED DURING RENOVATION SHALL 14. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITYCOMPANY ANY/ALL REQUIREMENTS SUCH AS THE: BE REPLACED IN LIKE KIND AND CHARACTER,AND AT THE EXISTING UTILITY LINES,DRAIN OR FIELD TILE LUG SIZE RESTRICTIONS,CONDUIT ENTRY,SIZE OF TRANSFORMERS,SCHEDULED DOWNTIME FOR THE DAMAGED SHALL BE REPAIRED OR REPLACED,AS NEEDED.IN LIKE KIND AND CHARACTER.IT SHALL BE ' OWNERS'CONFIRMATION,ETC.ANV/ALL CONFUCTS SHALL BE BROUGHT TO THE ATTENTION OF THE THERESPONSIBILITYOFTHECONTRACTOR TO LOCATE ALL EXISTING CONDUITS,CONTROL WIRING, ., CONSTRUCTION MANAGER,PRIOR TO BEGINNING ANY WORK.. - ETC.,WHETHER SHOWN HEREON OR NOT,AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR REPLACEMENT OF PROPERTY DAMAGED IN CONJUNCTION LICENSES,CERTIFICATIONS OF INSPECTION NTH THE EXECUTION OF WORK. 1.' CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF ALL GOVERNING AGENCIES THAT - S. THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY CONFUCTS OR DISCREPANCIES IN THE - REQUIRE SITE INSPECTION OF THE WORK AND/OR SIMPLY NOTIFICATION.THE CONTRACTOR SHALL CONTRACT DOCUMENTS OR FIELD CONDITIONS PRIOR TO EXECUTING THE WORK IN QUESTION.THE - OBTAIN AND PAY FOR PERMITS,LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE - CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF DETAILS ARE CONSIDERED UNSOUND, UNSAFE,NOT WATERPROOF,OR NOT WITHIN CUSTOMARY TRADE PRACTICE.IF WORK IS PERFORMED, WORK. ITWILLSEASSUMEDTHAT THERE IS NO OBJECTION TO THE DETAIL.DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN.MINOR MODIFICATIONS MAYBEREQUIRED TO SUIT JOB CONDITIONS, - - 2. CONTRACTOR AND ALL OF HIS SUBCONTRACTORS THAT PERFORM ANY WORK ON THIS PROJECT SHALL AND SHALL BE INCLUDED AS PART OF THE WORK. BE CURRENTLY LICENSED BY ALL AGENCIES WHICH GOVERN OVER THE LAND(S)ON WHICH CONSTRUCTION IS TO TAKE PLACE CONTRACTOR SHALL SECURE ALL PERMITS AND INSPECTIONS AS S. SITE VISIT-CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS REQUIRED,ALL COSTS SHALL BE BORNE BY CONTRACTOR. AFFECTING HIS WORK.NO EXTRAS WILL BE PERMITTED FOR LACK OF KNOWLEDGE OF EXISTING 3.- THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS,LICENSES AND INSPECTIONS CONDITIONS.QUANTITIES OF MATERIALS SHALL BE PER CONTRACTOR'S MEASUREMENTS. INCIDENTAL TO WORK UNDER THIS CONTRACT.WHEN THE WORK IS COMPLETED,THE REQUIRED oFAu ER.m CERTIFICATES OF APPROVAL SHALL BE FURNISHED TO THE BUILDING OWNER.CONTRACTORMUSTBE - - _A TMB LICENSED IN THE STATE,COUNTY AND CITY OF THE PROJECT SITE. - CODES AND ORDINANCES p - - - .. 425 ATTUCKS LANE 1. ALL WORK SHALL BEDONE INSTRICT ACCORDANCE WITH LATEST EDITION OF NEC AND ALL APPLICABLE - - CODES AND ORDINANCES,INCLUDING SUCH AS PERTAIN TO THE AND HEALTH RELATIONS. (TESLA STATION) CODES AND ORDINANCES SHALL TAKE PRECEDENCE OVER THE DRAWINGS AND SPECIFICATIONS ONLY - BARNSTABLE,MA 02601 IN CASE OF CONFLICT AND SHALL INCLUDE BUT NOT BE LIMITED TO: - A. UNDERWRITERS LABORATORIES - - - B. NEC NEC-NATIONNAL ELECTRCAL CODE MAN C. NEMA-NATIONAL ELECTRICAL MANUFACTURERS ASSOC. _ SHEET TITLE D. OSHA-OCCUPATION L SAFETY AND HEALTH ACT E. SBC-STANDARD BUILDING CODE - ELECTRICAL F. NFPA-NATIONAL FIRE CODES - GENERAL NOTES SHEETNUMBER EN-1 ELECTRICAL EQUIPMENT CONDUCTORS AND CABLES RACEWAY AND BOXES 1. ALL EQUIPMENT SHALL BE DESIGNED TO OPERATE ON VOLTAGE AND PHASE SPECIFIED. 1, WIRING-ALL CONDUCTORS SHALL BE EQUAL TO OR BETTER THAN MINIMUM#12 AWG FOR POWER, 1. RACEWAYS:UNLESS NOTED OTHERWISE,ALL EXPOSED CONDUIT SHALL BE R.G.S.,SCHEDULE BE CONTRACTOR FURNISHING EQUIPMENT OTHER THAN INDICATED SHALL BE RESPONSIBLE FOR ANY 414 AWG FOR CONTROL WITH 98%CONDUCTIVITY STRANDED COPPER,600V,COLOR CODED, ANDCOVERED 6-BELOW FINISHED GRADE TO BE PVC,SCHEDULE 40.PROVIDE WEATHERPROOF CHANGES IN CONDUCTORS,RACEWAYS,SWITCHES,MAIN FEEDERS,AND APPURTENANCES AND UNLESS NOTED ALUMINUM(ALL REFER TO-ALUMINUM CONDUCTOR REQUIREMENTS-THIS SHEET. FLEX CONNECTIONS WHERE REQUIRED.CONTRACTOR SHALL PROVIDE JUNCTION AND/OR PULL 5 L n PAY ALL ASSOCIATED COSTS.REQUIREMENTS FDR ANY INCREASE IN CAPACITIES SHALL BE PROVIDE 75-C RATED CONDUCTORS FOR AMPACITIES ABOVE 10M AND 60'C RATED CONDUCTORS BOXES WHERE SHOWN ON THE DRAWINGS,OR AS REQUIRED,WHETHER SHOWN ON THE REVIEWED BY ENGINEER. FOR AMPACITIES OF 100 AMPS OR LESS.PROVIDE SOUD OR STRANDED FOR#10 AWG AND DRAWINGS OR NOT,AND SIZED PER N.E.C.PROVIDE NON-METALLIC ENCLOSURE WITH OP EN SMALLER,STRANDED FOR#8 AWG AND LARGER.UNLESS NOTED OTHERWISE ON DRAWINGS. BOTTOM AND GASKETED COVER MANUFACTURED BY QUAZITE OR EQUIVALENT WITH DRIVE-OVER FIRESTOPPING AND SEALING ELECTRICAL PENETRATIONS COVER ABLE TO WITHSTAND OCCASIONAL NON-DEUBERATE LIGHT VEHICUI AR TRAFFIC.LABEL 2. WIRE SIZE OF BRANCH CIRCUITS SHALL BE ADJUSTED TO COMPENSATE FOR VOLTAGE DROP COVER TO SUIT INSTALLATION(I.E.-POWER--COMMUNICATIONS-,'LIGHTING-,ETC.)AND INSTALL.. bW oeeR ClEen IGD 1. CONTRACTOR SHALL FURNISH AND INSTALL FlRESTOPPING FOR SEALING AROUND ELECTRICAL BASED UPON ACTUAL CONDUIT ROUTING.CONTRACTOR SHALL MAINTAIN VOLTAGE DROP AS PER MANUFACTURER'S RECOMMENDATIONS. .uiqu PENETRATIONS THROUGH FIRE OR SMOKE BARRIERS.AND FLOORS, RECOMMENDED BY N.E.C.(NOT TO EXCEED 3%). vALmm 2. PRO VIDE SHOP DRAWINGS OF EACH CONDITION REQUIRING PENETRATION SEALS AND THE 3. PRO VIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT,FEEDER,ETC.NEUTRALSARENOT A EXTERIOR ABOVE GROUND:R.G.S. PROPOSED UL SYSTEMS MATERIALS,ANCHORAGE,METHODS OF INSTALLATION,AND ACTUAL PERMITTED TO BE SHARED. B.BELOW GRADE:SCHEDULE 40 PVC(UNLESS NOTED QTHER'MSE) ADJACENT CONSTRUCTION.SUBMITTAL PACKAGE SHALL ALSO INCLUDE A COPY OF THE UL ILLUSTRATION OF EACH PROPOSED SYSTEM INDICATING MANUFACTURER APPROVED 4. CONNECTORS FOR POWER CONDUCTORS:CONTRACTOR SHALL USE PRESSURE TYPE INSULATED MODIFICATIONS(IF APPLICABLE)AND THE MANUFACTURER'S SPECIFICATIONS, TWIST-ON CONNECTORS FOR NO.10 AWG AND SMALLER USE SOLDERLESS MECHANICAL 2. ALL WIRING SHALL BE INSTALLED IN CONDUIT.ALL CONDUIT SHALL BE A MINIMUM OF W4'. RECOMMENDATIONS.INSTALLATION INSTRUCTIONS,AND MAINTENANCE INSTRUCTIONS. TERMINAL LUGS FOR NO.8 AWG AND LARGER. IDE 3. FIRESTOPPING MATERIALS SHALL BE INTUMESCENT SAFETY BARRIERS DESIGNED TO BLOCK THE 5. ALL CONNECTIONS SHALL BE MADE WITH A.PROTECTIVE COATING OF AN ANTFOXIDE COMPOUND 3. TWOCON SEPARATETOR ALL PLUG AND CAP EACH ET OF ETHYLEPARE NE EMPTY CONDUITSONDUITN ENDS SHALL TWO SEPARATE PULL STRINGS-200 LBS TEST POLYETHYLENE CORD,ALL CONDUIT BENDS SHALL SPREAD OF FIRE AND SMOKE THROUGH PENETRATIONS CREATED BY ELECTRICAL INSTALLATIONS SUCH A TING.'NO-OXIDE A'BY DEARBORNEURF CHEMICAL CO.COAT ALL WIRE SURFACES BEFORE GBEA MINIMUM OF 3 FT.ALVANIZED STEEL.ALL FIDTTINGS SHALL BE CONDUITS SUITJAB E FOR USE WITH THREADED RIGID CONDUIT. G P D GROUP IN FIRE RATED WALLS AND FLOORS.MATERIALS SHALL BE FLAME.TOXIC FUME,AND WATER CONNECTING.EXPOSED COPPER SURFACES,INCLUDING GROUND BARS,SHALL RE TREATED-NO RESISTANT AND SHALL HAVE A MINIMUM 3 HOUR FIRE RATING.FIRE RATING SHALL BE DEFINED BY SUBSTINTIONS, COAT ALL THREADS WITH'BRITE ZINC'OR'GOLD GALV. Professional Corporation TESTS CONDUCTED BY ASTM,UL OR OTHER TESTING AND INSPECTION AGENCIES ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. - 6. CABLES-MC CABLE IS NOT PERMITTED. - 4. OUTLET BOXES SHALL BE CAST ALLOY WITH THREADED HUBS IN ET/DAMP LOCATIONS AND 5205ouih Main Street Suite 2331 W 4, PROVIDE MATERIALS BY THE FOLLOWING MANUFACTURERS TO SUIT THE APPLICATION:SPECIFIED T. PROVIDE WIRE AND CABLE MANUFACTURED BY ONE THE FOLLOWING:AMERICAN INSULATED SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 330.572.2100 Fax 33D.5).2103 TECHNOLOGIES,INC(STU,SOMERVILLE,NJ;TREMCO,INC.,BEACHWOOD,OH;OR 3M INC., WIRE CORPORATION;NEXANS;CERROWIRE;SOUTHWIRIRE;OR ENCORE WIRE. _ MINNEAPoLIS,MN 5. PROVIDCORPORATION; CONDOR AND CORPO ATED,NG ANACONDA D BY METAL HOSE; E;THE FOLLOWINGBOTH ALFLEX B. PROVIDE CONNECTORS MANUFACTURED BY ONE OF THE FOLLOWING:AMP INCORPORATED; CORPORATION;ANAMET INCORPORATED,ANACONDA METAL NOSE;ANIXTER BROTHERS GPO PROJECT NUMBER: 2Dt42aL4g FAULT CURRENT,COORDINATION STUDY,AND ARC FLASH GENERAL SIGNAL,O-ZJGEDNEY UNIT:SQUARE D COMPANY,ANDERSON;ILSCO;OR BURNDY. INCORPORATED;CAROL CABLE COMPANY INCORPORATED;EECTRI-FLEX COMPANY;GRINNELL COMPANY,ALLIED TUBE AND CONDUIT DIVISION;MONOGRAM COMPANY,AFC;REPUBLIC CONDUIT; DRAM BY: DTP 1. CONTRACTOR SHALL CONDUCT A FAULT CURRENT CALCULATION AND COORDINATION STUDY TO ALUMINUM CONDUCTOR REQUIREMENTS OR WHEATLAND TUBE COMPANY. ENSURETHECORRECT AIC RATING OF NEW ELECTRICAL PANELSOARDS AND THE SETTINGS OF CHECKED Bv: RPIEPM ANY ADJUSTABLE BREAKERS.THE RESULTS OF THESE STUDIES SHALL BE SUBMITTED WITH THE 1. ALUMINUM CONDUCTOR GRADE SHALL BE MINIMUM AA-8000 OR THE NEWEST ALUMINUM 6. PRO VIDE NONMETALLIC CONDUIT AND TUBING MANUFACTURED BY ONE OF THE FOLLOWING: INSTALI-AT01 ANAGER: ED10EEA0RT1Y PANELBOARD SHOP DRAWINGS.ANY PANELS SUBMITTED WITHOUT THIS DOCUMENTATION WILL CONDUCTOR SPECIFICATION BEING USED BY THE INDUSTRY. ANAMET INCORPORATED,ANACONDA METAL HOSE;CANTEX INDUSTRIES,HARSCO CORPORATION;. BE REJECTED WITHOUT BEING REVIEWED AT THE CONTRACTOR'S EXPENSE. CONDUX INTERNATIONAL.ELECTRICAL PRODUCTS;HUBBELL INCORPORATED,RACO, 2. THE CONTRACTOR SHALL ABIDE BY ALL ARTICLES RELATED TO ALUMINUM CONDUCTORS IN THE INCORPORATED;THOMAS&BETTS CORPORATION,CARLON ELECTRICAL PRODUCTS;OR 2. CONTRACTOR SHALL PROVIDE AN ARC-FLASH STUDY AND LABEL ALL EQUIPMENT AS REQUIRED LATEST ISSUE OF THE NEC. O,LGEDNEY,UNIT OF GENERAL SIGNAL PER THE N.E.C. 3. ALUMINUM CONDUCTORS SHALL ONLY BE TERMINATED USING ALUMINUM RATED CONNECTIONS. T, PROVIDE CONDUIT BODIES AND FITTINGS MANUFACTURED BY ONE OF THE FOLLOWING: GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS CONTRACTOR SHALL VERIFY TERMINATIONS ON EACH DEVICE OR EQUIPMENT BEFORE START OF CROUSE-HINDS,DIVISION OF COOPER INDUSTRIES;EMERSON ELECTRIC COMPANY,APPLETON WORK FOR RATED ALUMINUM CONNECTORS. ELECTRIC COMPANY;HUBBELL INCORPORATED.KILLARK ELECTRIC MANUFACTURING COMPANY; 1. AL l RACEWAYS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE N.E.C.AND ANY 4 THE CONTRACTOR SHALL ABIDE RV ALL ALUMINUM WIRING INSTALLATION STANDARDS AS THOMAS&BETTS CORPORATION,CARLON ELECTRICAL PRODUCTS;OR O-Z/GEONEY,UNIT OF LOCAL CODES. GENERAL SIGNAL. REQUIRED BY THE NETS(NATIONAL ELECTRICAL INSTALLATION STANDARDS)PUBLISHED BY THE 2. ALL CONDUITS SHALL CONTAIN A CODE SIZE GROUNDING CONDUCTOR. NECA(NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION).THE CONTRACTOR SHALL ABIDE BY B. PROVIDE METAL WIREWAVS MANUFACTURED BY ONE OF THE FOLLOWING:HOFFMAN ALL STANDARDS IN THE NECA/AA-2006.WHICH DEFINES MINIMUM STANDARDS OF QUALITY AND PROVIDE METING COMPANY;KEYSTONE/BEES DBY ONEFTINCORPORATED;FOLLOWING' D COMPANY. 3. EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSULATED WITH GREEN-COLORED INSULATION. WORKMANSHIP.A SUMMARY OF SOME OF THE REQUIREMENTS FOLLOW: 4. GROUNDING ELECTRODE CONDUCTORS SHALL BE STRANDED CABLE. - A,TERMINATE WITH COMPRESSION CONNECTORS,NO RING CUTS OF THE INSULATION,CRIMP 9. PROVIDE BOXES,ENCLOSURES,AND CABINETS MANUFACTURED BY ONE OF THE FOLLOWING: L -2g,16 BIG EDDauD SEAL 111 DcOMM ONLY WITH A CRIMP TOOL AND THE CORRECT DIE AS REQUIRED BY THE MANUFACTURER. GROUSE-HINDS,DIVISION OF COOPER INDUSTRIES;HOFFMAN ENGINEERING COMPANY, S. MATERIALS AND CONNECTION COMPONENTS FOR GROUNDING AND BONDING SHALL BE FEDERAL-HOFFMAN INCORPORATED;HUBBELL INCORPORATED,RACO INCORPORATED;THOMAS 8 05.14.I0 ISsuD FD MANUFACTURED BY ERTCO,THOMAS&BETTS.OR BURNDY. B.ALL CONDUCTORS TO RECEIVE ANTI-OXIDATIVE COATING DURING INSTALLATION. BETTS,CARLON ELECTRICAL PRODUCTS;C-Z/GEDNEY,UNIT OF GENERAL SIGNAL;ROBROY DATE DE6LRIPBOu EW REV C.TERMINATING WITH A SET SCREW CONNECTOR,THE SCREW SHALL BE TIGHTENED USING INDUSTRIES INCORPORATED,ELECTRICAL DIVISION;OR SCOTT FETZER COMPANY,ADALET-PLM. ELECTRICAL IDENTIFICATION - - ONLY A TORQUE WRENCH. SAFETY SWITCHES 1. PROVIDE NAMEPLATES FOR ALL MAJOR ELECTRICAL EQUIPMENT AND ON EQUIPMENT AS D.NECA/AA RECOMMENDS BELLVILLE WASHERS WHEN CONNECTING ALUMINUM .. DIRECTED BY OWNER .. - CONDUCTORS TO COPPER BUS BARS.ABIDE BY ALL NECA/AA RECOMMENDATIONS. 1, ALL DISCONNECT SWITCHES SHALL BE HEAVY-DUTY CONSTRUCTION WITH LOCKABLE HANDLES - 2. PROVIDE ALL FEEDERS AND BRANCH CIRCUIT WIRING WITH COLOR CODED VINYL TAPE WRAPPED - E.DO NOT USE PIN CONNECTORS(WIRE ADAPTERS)UNLESS ABSOLUTELY NECESSARY.USE SIZED AS NOTED ON THE DRAWINGS AND/OR RISER DIAGRAM.PROVIDE NEMA ENCLOSURE AS A MINIMUM OF 1.5 TIMES AROUND CIRCUMFERENCE OF JACKET/SHIELDING TO DESIGNATE PHASE. ALL/ANY OTHER OPTIONS,AND IF REQUIRED,PROVE TO ENGINEER BEFORE INSTALLING.IF REQUIRED BY EXPOSURE TYPE.ALL FUSIBLE SWITCHES SHALL BE PROVIDED WITH DUAL ELEMENT USED,FOLLOW U.L.GUIDE FOR WIRE CONNECTORS(ZMOW),AND PROVIDE THE SPECIAL FUSES SIZED PER THE EQUIPMENT MANUFACTURER'S RECOMMENDATION. 3. COLOR CODING OF CONDUCTORS SHALL BE PER OWNERS REQUIREMENTS. TOOLS REQUIRED BY THE MANUFACTURER DIE-LESS CRIMPERS WILL NOT BE ACCEPTED. FUSES 4. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT DEPTH OF 12'BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS.CAUTIONS TAPE TO READ'CAUTION 1. FUSES SHALL BE DUAL ELEMENT,TIME DELAY CURRENT LIMITING.CONTRACTOR SHALL BURIED EECTRIC' COORDINATE FUSE SIZES WITH EQUIPMENT MANUFACTURER'S REQUIREMENTS AND PER THE N.E.C. 2. PROVIOE FUSES MANUFACTURED FROM ONE OF THE FOLLOWING:COOPER BUSSMAN, INCORPORATED:EAGLE ELECTRIC MANUFACTURING COMPANY INCORPORATED,COOPER I NDUSTRIES INCORPORATED;FERRAZ SHAWMUT INCORPORATED. 425 ATTUCKS LANE (TESLA STATION) BARNSTABLE,MA 02601 SHEET TITLE ELECTRICAL GENERALNOTES SHEET NUMBER EN-2 s •- w-... ,.. .. � � l .-- GENERAL SHEET NOTES ' '• "- �-.--�..,,,v 1. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER TO ENSURE ACCURACY OF INSTALLATION. T = 5 Ln® 2. ALL PROPOSED CONDUITS MUST MEET MIMMUM DEPTH REQUIREMENTS AS OUTLINED IN DETAILS ` •k-- �._ _ - IN SHEET ES,ASWELL ITMAINTAINAMINIMUM SA IT CLEAR S,ALL EXISTINGLINES OBSTRUCTIONS O)S STORM PIPESS SANITARY PIPES WATER LINES AND OTHER IN (BUT NOT LIMITED T A W UNDERGROUND UTILITIES. .- •. .. - .r _ PYC LL (WA ,—-O1:Nm P yq "' - --'' •� ' -. .,, ti__ - ELECTRICAL SCOPE OF WORK RESPONSIBILITIES ,�y .+•.... BY Y SCOPE UTILITY CONTRBACTOR PROVIDE PRIMARY SIDE TRENCHING X PROVIDE&INSTALLPRIMARV SIDE CONDUITS W/PULLWIRE PROVIDE&INSTALL PRIMARY SIDE CONDUCTORS X G P D GROUP —" Professional Corporation PROVIDE INSTALL UTILITY TRANSFORMER PAD PA — -- - 3 g / PA PA` l PA R� P -X 530 SouN Main Street OH 311 �}\ y /t P� P� PA P PROVIDE UTILITY TRANSFORMER }( 330.522100 is]]D.5)2.2102 4 "r• \k>- --- \\ 0 �„ �, INSTALLUTILRYTRANSFORMER X GPO PROJECT NUMBER: BN14S 1_ _—_ !'; INSTALL CONNECTIONS AT UTILITY TRANSFORMER(PRIMARY) X DRAWN aY DTP INSTALL CONNECTIONS AT UTILITY TRANSFORMER(SECONDARY) RPIEPM _UE' } X Ma�ncER: EO NosEwoarftr T --UE_U - "� '� -*l PROVIDE METER PEDESTAL x E E '" y""'r #*.Iy If- INSTALL METER PEDESTAL X PROVIDE METER BASE x UE t „ IE r - INSTALL METER BASE X „ p. ,Y/, _may. w 3 7 UE_UE _ ZLd PROVIDE METER X aw '�111..TT t -- (12)PROPOSED TESLA S j i (""`""` !ky��,, _UE tCHARGING POSTS(TYP.) CL PROPOSED UNDERGROUND PRIMARY CONDUITSB ld y INSTALL METER }( toy CONDUCTORS.COORDINATE WITH UTILITY FOR CONDUIT SIZE, iN]'' C m211e RE\n[ovRvtnm coMMBNB } ✓7 t {M�A�TAENRTIALS AS REQUIRED.UTING AND PROVIDE ALL LABOR PROVIDE CT. }( .,;.. IO OR AND UE l' ! > ' 11 / Dx1e 1e Issueo FOR 1DDx REVIEW ' i I l Yw ' •ter/ ^1 GATE OESOft PTION INSTALL CTs(INSIDE SWITCHGEAR) .x Ms E I I 11 / { g] $y. -4� ` PROVIDE SECONDARY SIDE TRENCHING X PROVIDE&INSTALL SECONDARY SIDE CONDUITS W/PULLWIRE X PROM DE&INSTALL SECONDARY SIDE CONDUCTORS" x PROVIDE ROAD CUTS/ROAD BORES t X _ r 9y� UIE��\ ..,o '. PROVIDE&INSTALL PAVEMENT REPLACEMENT }( - / x NOTE:SCOPE SHOWN ABOVE WAS PROVIDED BY EVERSOURCE.FIELD VERIFY PRIOR TO CONSTRUCTION. PROPOSED U MUTY METER ES MOUNTED ON y YY PROPOSED CTa MOUNTED W W a= ay, y,, IN SWITCHGETrR! W E.2 I tQ PROPOSED UNDERGROUND � 1/ �m „ti 425 ATTUCKS LANE '��- POWER COMPANY CONTACTS ( ESLA MA STATION) SEROPOSEDERANSFORMER -�-� - I i FROM PROPOSED SWIRANSFOR PER }. y `-/ ff SLA E-5 TO PROPOSED SWITCHGEAR PER - J - BAR LE, 02601 POWER COMPANY REQUIREMENTS .� EVERSOURCE RP _ AY(78 SEAN HAVES _ 1 PROPOSED UTILITY TRAN SFORMER}` '�"11"r.��,_ Y. -`'.•_� �`✓ �� -� I (7&1)441-&630 '. SHEET TITLE WITH TAPS,480Vn77V,30,4W 1 "`wm.. BEAN,HAYES@EVERSOURCECOM �► E-fi SECONDARY ON CONCRETE PAD c- �" --- - ®_sib\�q• —_-- ll''R=°=+'=r_ .. .OVERALL 111)b N UTILITY PLAN I l SHEET NUMBER: OVERALL UTILITY PLAN - - °® SCALE:-1"=" DC CHARGING POST LENGTHS(FEET) AC CHARGING CABINET LENGTHS(FEET) UTILITY SERVICE LATERAL LENGTHS(FEET) ELECTRICAL KEYNOTES® GENERAL SHEET NOTES 1. UNDERGROUND CONDUITS SHALL BE ROUTED UP 1. CONDUCTOR LENGTHS ARE ESTIMATES ONLY.LENGTHS ARE BASED ON CABINET POST LF "'EST"' SWITCHGEAR CABINET LF "EST" UTILITY TRANSFORMER LF EST' THROUGH CONCRETE SLAB. DIAGRAMMATICALMEASUREME14TS AND APPROXIMATED BURIED DEPTHS. 5 L n TO SWITCHGEAR 12 THE EXACT ROUTING PATH AND CONDUCTOR RUN LENGTHS SHALL BE 1A 127 149 CIRCUIT 1 1 16 32 2. CONTRACTOR SHALL PROVIDE 1-1/4'RGS CONDUIT DETERMINED BY CONTRACTOR IN FIELD BASED ON PHYSICAL TOTAL LENGTH OF WIRE PER CONDUIT= 136 AND PULLSTRING WITH BUSHINGS ON BOTH ENDS MEASUREMENTS.CONTRACTOR SHALL ORDER CONDUCTORS BASED ON 1 1B 119 141 CIRCUIT2 2 13 29 FROM PROPOSED CT COMPARTMENT TO FIELD MEASUREMENTS(MUST BE APPROVED BY TESLA INSTALLATION MA NUMBER OF WIRE FILLED CONDUIT= 4 PROPOSED UTILITY METER NAGER). __ CIRCUIT 3 11 2'/ 2A 108 130 TOTAL LENGTH OF WIRE- 54d 3. CONTRACTOR-FRAMEHALL MOUNTED EXACT 2. FOR RUN THE PI OT SIGNAL. BETWEEN 160 FEEDER D SCHEDLL ULE. UN OAXIALLENGTHS CABLE PALO�Yoi4lGma 2 CIRCUIT4 4 6 20 .LOCATION OF H-FRAME MOUNTED METER WITH FOR THE PILOT SIGNAL SEE FEEDER SCHEDULE.ANY DC RUN LENGTHS 28 100 122 AC UTILITY SERVICE CONDUCTORS: UTILITY. BEYOND 27D'IS NOT CONSTRUCTIBLE CIRCUIT 5 5 9 25 22 FEET IS ADDED TO THE HORIZONTAL RUN 3A 89 111 LENGTH TO ACCOUNT FOR BURIED DEPTH. - - 3. O' DENOTES FEEDER REFERENCE.REFER TO SHEET E3 FOR 3 CIRCUITS 6 12 28 •• FEEDERICIRCUIT SCHEDULE. 3B 61 103 AC CONDUCTORS:. 16 FEET IS ADDED TO THE HORIZONTAL RUN -d. CONTRACTOR SHALL REFER TO CIVIL SHEETS FOR EXISTING LANDSCAPING TOTAL LENGTH OF AC WIRE= 660 LENGTH TO ACCOUNT FOR VERTICAL RUN. dA. 'IO 92 - TO REMAIN AND PROPOSED LANDSCAPING. - 4 "• DC CONDUCTORS: 4B 62 84 TOTAL LENGTH OF GND Cu WIRE- 165 22 FEETO ADDED T THE HORIZONTAL RUN - 5. CONTRACTOR SHALL HAND DIG AROUND ALL EXISTING UTILITIES. LENGTH TO ACCOUNT FOR VERTICAL RUN. .. - .. G P D G RO U P SA -51 73 SEE SHEET E-3 FOR FEEDER SCHEDULE 6. CONDUIT ELBOWS SHALL BE SIZED PER NEC.CONTRACTOR SHALL VERIFY �7 �7 5 TOTAL LENGTH OF AC WIRE_ - MANUFACTURER ALLOWABLE FILL SEE FEEDER SCHEDULE FOR CONDUIT 6 professional Corporation 58 43 65 SUM OF EST LENGTH x - CONDUCTOR SPECIFICATIONS. no_Male S t,Suite 2531 6A 32 54 4 WIRES PER CABINET - Akmn,OH 44311 6 TOTAL LENGTH OF GND Cu= - 330.PZ2100 Fax:330.5)2.2102 6B 23 d5 SUM OF EST LENGTHS GPD PROJECT NUMBER: 2018241.49 TOTAL LENGTH OF DC WIRE= DRAWN BY: OTP TOTAL LENGTH OF GNO Cu 8 1169 CHECKED BY: TOTAL LENGTH OF DC WIFE_ SUM OF EST LENGTH I unoN MANACEe: DNosEwDBTHr 4 WIRES PER CHARGE POST --W TOTAL LENGTH OF GND Cu 8 SUM CABLE OFWIRES EST UI UM LENGTHS �y W W W UE UE UE W W W W W W UE UE 41 UE -UE . � / UE I�I 'T—�UE UE I \\ E UE PROPOSED UNDERGROUND PRIMARY CONDUITS& I \ CONDUCTORS.COORDINATE WITH UTILITY FOR CONDUIT SIZE, D 032s f9 BEv QUANTITY,COMPLETE ROUTING AND PROVIDE ALL LABOR AND OB211s R PEBEUT li rvCOMMENTs �= I MATERIALS AS REQUIRED. j 0525 fe v NDSEALED UE UE A DFOBt90%RENEW II I II UE REv � DEscRIPnoN I I I CO PROPOSED TESLA CHARGING POST I I CONDUITS.(1 PER CHARGING POST) w II II i II I W UE � UE UE--VE UE w II II I CONTRACTOR SHALL RELOCATE LIGHT POLE AND LUMINARIE. 1e(6)PROPOSED7ESLA G6 REMOVE EXISTING CONCRETE BASE TO DEPTH NECESSARY TO CHARGING CABINETS ACCOMMODATE PROPOSED WORK.PROVIDE NEW CONCRETE (12)PROPOSED TESLA e i I BASE TO MATCH EXISTING.SPLICE AND EXTEND CONDUIT AND (TYP.) I I I I CHARGING POSTS(TVP.) G6 oFAu I 8 5 4 3 2 1 0 I �WIRING TO NEW LOCATION.MATCH SIZE AND MATERIAL. CENnET eaROws oO°cuME NGUNEE 1.II I I PROPOSEDTAPS.UTILITY TRANSFORMER L3 (6)PROPOSED CONDUITS FROM ) SEICONDARY ON CO CRETE PAD E6 Q2$ATTUQK$LANE 117TV,3.4 PROPOSED SWITCHGEAR TO - POSED CHARGING CABINETS L�' - �y , (TESLA STATION) BARNSTABLE,MA 02601 PROPOSED UTILITY METERMOUNTED ON H-FRAME A w 2 PROPOSEDUNDERGROUNDRGS SHEET TITLE 2 METERINGCONDUIT FROMMETERON J E-S H-FRAME TO SWITCHGEAR / ELECTRICAL N s r� I 2 PROPOSED SWITCHGEAR PR OPOSEDUNDERGROUND EQUIPMENT PLAN ASSEMBLY-DEAD BACK - \ O ® EA SERVICE LATERAL CONDUITS e1 FROM PRO SWITCHGEAR SHEET NUMBER 1 \-PROPOSED CTS MOUNTED TO PROPOSEDSED SWITCHGEAR PER ES INSWITCHGEAR POWER COMPANY REQUIREMENTS c_n ELECTRICAL EQUIPMENT PLAN GENERAL SHEET NOTES - FEEDER/CIRCUIT SCHEDULE 1. NEUTRAL MUST BE INCLUDED FOR PROPER OPERATION OF TESLA SUPERCHARGERS. NO FROM TO CONFIGURATION Z. PROPOSED UTILITY CTS SHALL BE LOCATED IN UTILTY APPROVED CT COMPARTMENTS MOUNTED IN SWITCHGEAR.PROPOSED METER SHALL BE MOUNTED ON H-FRAME. UTILITY PROPOSEDSERVICE (3)SOD MCM Al(XHHW-2,90'C) T - 5 L n 3. SEE SHEET E<FOR PANEL SCHEDULES. O TRANSFORMER/METERING EQUIPMENT;INCOMING (1)500 MC1J 4'PVC Al UT(XHHCOND-29D'C)IN . 4. ALL CONDUIT FURNISHED AND INSTALLED BY CONTRACTOR.ALL WIRING FURNISHED BY TESLA AND INSTALLED BY CONTRACTOR. O PROPOSED SERVICE PROPOSED SERVICE FACTORY INSTALLED .. .am40EER C1�sclm S. ALL MADE.BUSHINGS AND INTERNAL WIRING OF PROPOSED SERVICE EQUIPMENT PROVIDED BY MANUFACTURER ANY MODIFICATIONS SHALL REQUIRE ENGINEERING APPROVAL PRIOR TO ANY CHANGES BEING EOUIPMENT;INCOMING EQUIPMENT;1200A 12MA BUSS TRIP MAIN BREAKER (BY MANUFACTURER) DALTqu�ml MADE. - Pumm— - - PROPOSED SERVICE PROPOSED SERVICE FACTORY INSTALLED 6. VERIFYAVAILABLE FAULT CURRENT ATTHE SECONDARY OF THE UTILITY TRANSFORMER WITH THE POWER COMPANY.CONDUCT A FAULT CURRENT ANALYSIS TO DETERMINE THE INTERRUPTING O EQUIPMENT;1200A EQUIPMENT;BRANCH CIRCUIT 1200A BUSS - CAPACITY(AIC RATING)OF THE ELECTRICAL EQUIPMENT. TRIP MAIN BREAKER DISTRIBUTION I-LINE PANEL (BY MANUFACTURER) 3. CONTRACTOR SHALL PERFORM ARC FLASH CALCULATIONS AS REQUIRED IN THE FOLLOWING:NFPA TO;NFPA 70E;OSHA 29:AND IEEE STANDARDS 1584,CONTRACTOR SHALL OBTAIN ALL NECESSARY - (3)350 MCM AI(XHHW-2,THWN-2 OR RW9p) INFORMATION FROM POWER COMPANY TO CALCULATE FLASH PROTECTION BOUNDARIES,INCIDENT ENERGY LEVELS/WDSHALL DETERMINE MINIMUM PPE REQUIREMENTS FOR COMPLETING THE PROPOSED SERVICE PROPOSED (1)350 MCM AI NEUT(XHHW-2,TH 1.OR RMD) WARNINGLABELS.PROVIDE WARNING LABELS CONTAINING ALL THE LATEST INFORMATION AS REQUIRED BY LOCAL JURISDICTION,STATE AND FEDERAL CODES AND LAWS - O EQUIPMENT;I-LINE PANEL TESLA CHARGING (1)#4AWGCUGND 8. ALL ALUMINUM(AU CONDUCTORS TO RECEIVE ANTI-OXIDATIVE COATING DURING INSTALLATION.ALL OTHER CONDUCTORS ARE COPPER UNLESS NOTED OTHERWISE. (250AMP) CABINETS 1H IIN 3 PVC CONDUIT 9. ALL CONDUITS ACCESSIBLE TO THE GENERAL PUBLIC OR WHICH CONDUITS CAN BE DAMAGED SHALL BE RIGID GALVANIZED STEEL G P D GROUP 10. THE CHARGING CABINETS AND THE CHARGING POSTS USED ON THIS PROJECT COMPLY WITH THE FOLLOWING STANDARDS: - PARALLEL SET- PTOF856lonal Corporation •IEC 61851-23:2014/EN S1851-23:2014 PROPOSED (4)25D MCM Al(XHHW-2,THWN-2,OR RVAD) DO Sm Main Str S'It 2531 UL 2202:2009(R2012) PROPOSED TESLA (1)#3 AWG Cu GND Al-,OH 44311 •CAN CSA C22.2 NO.107.1-0 CAABINBIN1(R2011) O TE HARETS 1-6 IGING CHARGING POSTS I-12 (1)600V COMM CABLE 330.SR2100 Fax:33D.522-2102 N 3'PVC CONDUIT 11. THE AFOREMENTIONED STANDARDS IDENTIFY THE REQUIREMENTS MET BY THE EQUIPMENT,INCLUDING BUT NOT LIMITED TO: •PROTECTION AGAINST ELECTRIC SHOCK GPO PROJECT NUMBEa: •OVERLOAD AND SHORT CIRCUIT PROTECTION •FAULT PROTECTION DRAWNBY: DTP •DEGREES OF PROTECTION AGAINST ACCESS TO HAZARDOUS LIVE PARTS NOTE:ALL ABOVE GROUND CONDUITS SHALL BE RGS.SEE RACEWAY AND BOXES,NOTE#1,ON SHEET EW2. •THE INTERNAL COMPONENTS OF THE SYSTEM ARE PROPRIETARY.ANY QUESTIONS CONCERNING ACTUAL INTERNAL PROTECTIVE DEVICES MUST BE COORDINATED DIRECTLY WITH TESLA. CHECKED BY: RP/EPM 12. DC RUN LENGTHS BETWEEN 160'AND 270'SHALL INCLUDE(1)COAXIAL CABLE FOR THE PILOT SIGNAL SEE FEEDER SCHEDULE.ANY OC RUN LENGTHS BEYOND 270'IS NOT CONSTRUCTIBLE. - INSTAU-01MAIAGE1: D—EWORTHr PROPOSED 1200A SERVICE EQUIPMENT, _ d80(1TN,30,4W,65 KAIC. . UTILITY PAD MOUNTED. .. —— �— — —— —— ' INCOMING T_________________ .. TRANSFORMER WITH TAPS I PROPOSED 1200A 480/277V,30; 48(BYU 30,4W I (BY UTILITY) I 4W MAIN I-LINE PANEL'M axx 19 aEv sGNAOE IL.W I I I WITHIN SERVICE EQUIPMENEN T (BY MANUFACTURER) - 0B2T1B aEMseo'El.211.SICNeD A( r. / / /PROPOSED GROUND PERREV aD ED F a 818 Issu ATE UTILITY REQUIREMENTS I__ 120013 I .. \"00%. ¢¢RATED SERVICE ENTRANCE. _ -- 'MAIN DISCONNECT M SWITCH wf GROUND - T} FAULT PROTECTION - SEE J I I(ERMS SWITCH ALSO NOTE 2 INCLUDED ON 1200A SEOUENCE I I II SWITCHGEAR AND - I ' __ SECTON1 ABOVE) — —,- SECTIDN3 3 I I' SECTION 1 ' I Y 4 D RrNro #4/0 AWG TINNED COPPER ( INTEGRAL 192A FUSE -GROUNDING ELECTRODE I - ONINPUTSIOE.: .. .. .. CONDUCTOR PER NEC 2W 42S ATTUCICS LANE _ (2)S/8'x8'-0'COPPER CLAD CHARGING PROPOSED CHARGING GROUND ROD CABINET CABINET(TOTAL OF 6) - (TESLA STATION) INSTALLATION PER NEC 250 - BARNSTABLE,MA 02601 5 - PROPOSED VEHICLE CHARGING -.. POST(TOTAL OF 12) _ IF SPACE IS LIMITED,MEET 6'-0- ______ - - - SHEET TITLE _ .'MINIMUM SPACING. SIDEAL NG TESLA CHARGING CABINET&POST ELECTRICAL SPECS SYSTEM ONE-LINE PAC A B i - CHARGE AC INPUT AC INPUT DC OUTPUT DCOUTPUT SHORT CIRCUIT DIAGRAM POST VOLTAGE TO CURRENTTO VOLTAGETO CURRENTTO CURRENT MODEL CABINET CABINET CHARGE POST CHARGE POST RATING - .. 120KW 480V- 192A 50V-470V 330A 65 KAIC SHEET NUMBER E3 SYSTEM ONE-LINE DIAGRAM - A PANEL'MDP' Phase Phase Phase CKT. CKT. Phase Phase Phase T = 5 L n DESCRIPTION A B C BKR/ BKR/ A B C DESCRIPTION KW KW KW Poles A B C Poles KW KW KW 53.33 1 2 0.00 r �• ...; CHARGING -- -..- v�uAuqu Mw CABINET#1 53.33 25013 3 4 0.00 SPACE EMg1,ma0 „ .�. • 1 53.33 5 6 0.00 a 53.33 [ a. 7 8 0.00 CHARGING S3 33 250/3 9 10 0.00 SPACE CABINETn2 '//y[I1I��' 53.33 it / \ 12 .. .; 000 EA. � 53.33 _ 13 14 0.08 v G P D GROUP ❑ - CHARGING 5333 ' 250/3 15 16 0.00 'SPACE CABINET U3 Professional Corporation _ .w 19.5 13 53.13 17 18 0.00 S205aVN Main SDeeL Suite 2531 North-VUW..(CT) .. ._ Akron,OH 44311 6 SEALED 53.33 , �, 19 20 '0.00 ',. 33D.572.2100-33D.572.2102 .E- CHARGING T MEIOi1N0 53 33 250/3 21 /11 22 0.00 SPACE . COMPARIYENT i ❑ GABINI:T#4 '"`' /1 PER o6PWINO �,.. _ GPO PROJECT NUMBER xp18241A9 ® 80246-BOB-rr - ❑ 53.33 23 24 0.00 91.50 ❑ [2324] ® " '53.33 25 DRAWN ev DTP ❑ T 26 p.00 ❑ CHARGING 5J33 250/3 27 /Il 28 0.00 SPACE CHECKED Rv RPIEPM '28.3 CA81NIE1'US ^ INSTALLATION MANAGER: DNOEI-0 rc E 42 m ,, 53.33 29 30 0.00 R 53.33 ,�.. .. 25 32 0.00 ..,.. -, _ CHARGING 53]3 250/3 27 34 O.DD SPACE CABINET#6 IB G 5333 29 36 0.00 IS vim- �. ' eoe .� meeeea _. L emm 6 evoom 6 Z13.5 SPARE 000 ...J 15/2 37 T 38 I.50 SELL i SECT 2 .SECT-3 ,..�.,„ 000 39 ` 40 -� SPACE .I 42.00' 42.00 42.00 "t -- [1067] [1067] [ID671 SPARE 0.00 20/1 Ol 42 .19 ADe PLAN SS i 55 2 SS3. 319.98 719.98 319.98 0.00 0.00 0.00 C Oaxl.tfi R ENTS '42.00 42.00 42.00 2 5.16 SIG EDA.7 E. [10671 [1067] [1067] CONNECTED 120013 Di16.tD ISSUED FOR tm%REREd VIEW - L�neDP 126.00 - KW 319.98 319.98 319.98 DATE DESCRIPDON [MM) .50 3:03 AMPS 1154.63 1154.63 1154.63 TOUTILITYKFMR DIVERSITY: REAR COVER 113 35.50 (77] TOTALKW 959.94 TOTAL KW 885.00 HANDLES USED 902 TO LAMPS 1154.63 TOTAL AMPS 1064.49 ON BAYS WIDER 24.00 ('1.00' . THAN 42.00/[1067] 61D [279] VOLTAGE 460 Y/ 277 PHASE 3 WIRE 4 SPECIFICATIONS:SERVICE ENTRANCE RATED,1200A BUS,65 KA]C,100%RATED MCB,NEMA 3R ENCLOSURE BASED QFF TESTA CHARGER LOAD PRORLE PANEL BOARD NOTES 1. PANELS AHL LOCATED WITHIN PROPOSED SERVICE EQUIPMENT AND IS PROVIDED AND INSTALLED BY MANUFACTURER. 9135 [2324], 2. REFER TO DETAIL'T THIS SHEET FOR PROPOSED SERVICE EOUIPMENT LAYOUT PROVIDED BY MANUFACTURER. - - ' 90.00 3, PROVIDE EQUIPMENT WITH SUFFICIENT INTERRUPTING CAPACITY(AC)REQUIRED FOR A SAFE INSTALLATION.AIC RATING NOTED ON EACH PANELBOARD SCHEDULE IS MINIMUM [2286] RATING ACCEPTED WITHOUT ADDITIONAL DOCUMENTATION THAT INDICATES DIFFERENTLY. oEAuL-T ER,To 4. CIRCUITS SHALL BE REARRANGED AS REQUIRED TO MAINTAIN THE MOST BALANCED LOADS ON EACH PHASE WITHIN EACH PANEL PROVIDE TYPED PANEL DIRECTORY MOUNTED PER MANUFACTURERS RECOMMENDATIONS WITH SERVICE EQUIPMENT. 37.00 37.00 425 ATTUCKS LANE 2.50 19401 [9407 (TESLA STATION) BARNSTABLE,MA 02601 21.00 L�d 1425' .. 35.50 [533]1[5 [382].. - - 1902) SHEET TITLE 12.504 LEFT SIDE VIEW PANEL SCHEDULES 42.00_,�,_42DD 42.00 - .75/[19]DIA [1067] [ID67] [1067] MTG LE HOS OFFSET 3.00/[761 TP . FROM SIDE Fl DOR PLAN-FRONT SHEETNUMBER E-4 SWITCHGEiAR ASSEMBLY SPECIFICATIONS N.T.S 2 PANEL SCHEDULE'MDP' N.T.S T T = 5Ln® EXISTING GRADE EXISTING GRADE . — iaee DFOlCRH[RD UNDISTURBED SOIL(TYP.) UNDISTURBED SOIL(TYP.) PALOme,LL qLW W f T' II III- I-IIIF I _ - DETECTABLE WARNING TAPERED DETECTABLE WARNING TAPE RED WITH BLACK LETTERING INDICATING WITH BLACK LETTERING INDICATING 'ELECTRICAL'AND ROUTED ALONG •ELECTRICAL'AND ROUTED ALONG N CONDUIT PATH VERIFY WITH CONDUIT PATH POWER COMPANY .CLEAN GRANULAR BACKFILL 6'UFT - V CLEAN GRANULAR BACKFILL.6'LIFT X _ F � MAXIMUM PLATE TAMP(1/2'),95% MAXIMUM,PLATE TAMP(m-),85% COMPACTION MINIMUM - i COMPACTION MINIMUM G P D GROUP 1'OF GRANULAR BACKFILL �' Professional Corporation - BETWEEN CONDORS Z. ,;_ VERIFY CONDUIT TYPE.SIZE AND w iP f (4)4'PVC SCHEDULE 80 CONDUITS, P f - QUANTITY WITH FEEDER - FROM SERVICE UTILITY 520—Main Street Suite 2531 6' 8' SCHEDULE ON SHEET E-3. T_5• 4 6. TRANSFORMER TO SERVICE Al—,OH 41311 HAND TAMPED 12' TYP MIN ENTRANCE EQUIPMENT,PROVIDE 330.STL2100 Fa 331,51,1111 GRANULAR BACKFILL VERIFY SWEEPINGNON-ACUTEANGLED (SAND BEDDING) 'SEE NOTE f HAND TAMPED I2'W BENDS FOR ALL CONDUITS. - GRANULAR BACKFILL VERIFY GPD PROJECT NUM9ER� ID102a 1.49 .. (SAND BEDDING) SEE NOTE4 - . DRAWN BY: DTP . CHECKED eY: .. .. u GER - NOTES: NOTES: - 1. ANY EXCAVATION LEFT OPEN SHOULD BE SECURELY FENCED OFF. 1. ANY EXCAVATION.LEFT OPEN SHOULD BE SECURELY FENCED OFF. 2. A PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE 2. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRECONSTRUCTION CONDITIONS OR BETTER. 3 A C CONTRACTOR ONTRACTOR TO PRECONSTRUCTION CONDITIONS OR BETTER. CO AC OR SH LL INSTALL CONDUITS BELOW LOCAL FROST LINE.SHOULD FIELD CONDITIONS 3. CONTRACTOR SHALL INSTALL CONDUITS BELOW LOCAL FROST LINE.SHOULD FIELD CONDITIONS VARY CONTRACTOR SHALL COORDINATE WITH CONTACT ENGINEER LISTED ON SHEET T-1 VARY,CONTRACTOR SHALL COORDINATE WITH CONTACT ENGINEER LISTED ON SHEET T.I. 4. VERIFY WIDTH OF TRENCH REQUIRED.REFER TO SITE ELECTRICAL DRAWING ON SHEET E-2 FOR ' 4. VERIFY WIDTH OF TRENCH REQUIRED.REFER TO SITE ELECTRICAL DRAWING ON SHEET E-2 FOR ROUTING. - - - -' ROUTING. 5. VERIFY ALL REQUIREMENTS WITH POWER COMPANY DETAIL NOT USED N.T.S 5 TYPICAL CONDUIT UNDER SOLID TRENCH DETAIL N.T.S 3 SECONDARY FEEDERS TRENCH DETAIL N.T.S 1 - —1—R ., METER BASE D 11R SIGU EDAUD SEA 000M - SEE NOTE 2. A Miele ISSUED FOR 100%REVIEW eN ALL HARDWARE TO BE BONDED DEscRIvnON - PROPOSED 3'STD PIPE AND GROUNDED PER NEC 250. ..' GALV.PIPE(TVP.) � � � .. G METER I:• •_ _ a,�.l L.•I. _ _. SEE NOTE I PDnPnvrn fnnlfPFTF�_ PIER APPROXIMATELY 127 4 . PROVIDE A SEPARATE GALVANIZED RIGID.: .. - .. - METALLIC CONDUIT(SIZE PER UTILITY SPECS) WITH ALL THREADED JOINTS AND INSULATED I I•,' BONDING BUSHINGS ON BOTH ENDS,ROUTE L-J UNDERGROUND PER UTILITY SPECIFICATIONS OF METERING CONDUIT TO SWITCHGEAR UIT .. NOTES: •I y - - WITH CT'S LOCATED IN SIDE ENCLOSURE. OFAM .TO CONDUIT SHALL BE GROUNDED AT THE • 1. SUPPORT POST. SWITCHGEAR 2-3'STD GALVANIZED PIPE CEMENTED IN GROUND.BOND POSTS T GROUND - O O OS S OG OU FIELD. . - .. GRADE 42p`ATT so KuMLANE 5 UC S 2. MOUNTING HARDWARE-12 GAUGE 1-5/8'X 1-5/8'CONTINUOUS SLOT HOT (TESLA STATION) :.-I f DIPPED GALVANIZED CHANNEL(e.g.,UNISTRUT)COMPLETE WITH 1-1/4 X 5/16 ? '� I•'. BARNSTA A 0 601 OIA.13 THD SPRING NUT(2 PER CHANNEL),5/16'HEX NUT,AND LOCK •. BLE M 2 WASHERSUPPORTe D 'I I.:• I F:': S SECURELY MOUNTED TO POSTS. _ 3. METER SOCKET(S)MAY BE CONNECTED TO AN EXTERNAL GROUND ROD IF _ �-^ SHEET TITLE REQUIRED BY LOCAL INSPECTION AUTHORITIES. I I: WARNING RIBBON I2' -d. .REFER TO FEEDER/CIRCUIT SCHEDULE ON SHEET E-3. I F,. I I'• .. - ELECTRICAL DETAILS ABOVE SERVICE LATERAL S. ALL ABOVE GROUND CONDUITS SHALL BE RIGID GALVANIZED STEEL. PER NEC 300.5(D)3(TYR) u.:,:. '^CEMENT POSTS INTO ' PROVIDE PVC TO FIGS COUPLER FOR TRANSITION. - GROUND GROUND ROD SHEET NUMBER 6. POSTS AND CABINETS SHALL BE GROUNDED WITH#2 BARE TINNED COPPER - - TOTWO(2)GROUND RODS,BOND TO SWITCHGEAR GROUND SYSTEM. PER NEC 250 E-5 DETAIL NOT USED N.T.S 6 METER H-FRAME DETAIL- - N.T.S 2 ssued T = SLn® I MATERIAL STANDARD M3801' ,14-Feb=01 ELECTRIC.OPERATIONS ORGANIZATION A®'Lmu.m Revised A Revision`2 02>Oct-09 roAR Page 3 of 3 _..-.__— GPD GROUP (4)%-0 GALVANIZED Professional Corporation STEEL RECESSED LIFTING- 520 S-Nam StrBBtq Suite 2nl EYES,IN.ROOF AS SHOWN Akron,OH 41311 330.5)12100 Fax:33—.2102 li 2'0.---i. .'h—Z'-o• i :I GPO PROJECT NUMBER: 1A9 DRAWN BY ---- • CHECKED BY PPIEPM INSTALuItON MANAGER: DNOSEWORTHY B�• CHAMFER 3%'DIAMETER X 14jj-tO;FULL THREAD (TYP) SIS.PENTA MEAD BOLT WANSE T (4)PLACES S GNAGE PUN G EYI9EDPEROTL,YDOMMENTB ' "' 2'-B• e. 0.52518 SIGNED ANO SEALED I A 1 051518 SSUEDFORI—REVIEW REV PTI P 8•' �A� —� - DESCft ON T DATE PLAN TOP NO.2 FOR (FOR'TRANSFORMERS.500 TO 2500KVA) FOR I"CHAMFER I A4®12^EACH WAP(TOP 6'BOTTOM) ONLY ITIBAMounox OFTREUW FGRANYPEB50x, uxLEBB THEr M,E Acnuc uuoeRTHE Owemou " y � _��_--y` oFAUDEx9EO PROFE�ONAL ExGmEEP.To DOCIN— SECTION A-A 425 ATTUCKS LANE Figure 2-Transformers up to 2500kVA (TESLA STATION) BARNSTABLE,MA 02601 Approved by: _ Amin Jesse SHEET TITLE - Director_,Dlstrlbution,Engineering. UTILITY DETAILS SHEET NUMBER E-6 TRANSFORMER PAD DETAIL - N.T.S DETAIL KEYNOTES 0 - - - DETAIL KEYNOTES O A TEST LAMP AND INDICATION RESET _ A. READY LED(GREEN) B. INDICATION OF TRIPPING CAUSE - JJ CIRCUIT BREAKER DETAIL S. OVERLOAD PREALARM LED(ORANGE):90%1, T S 5 LFi C. HIGH RESOLUTION SCREEN C. OVERLOAD ALARM LED(RED):105%1,THE TRIP UNITS In RATING CORRESPONDS TO THE MAXIMUM VALUE OF THE ADJUSTMENT RANGE D. MEASUREMENT DISPLAY D. TEST PORT, PEERC�tRD E. MAINTENANCE INDICATORS • • >�uTqu E. ADJUSTMENT DIAL FOR LONGTIME PROTECTION DELAY 11 nulmN ul� F. PROTECTION SETTINGS F. ADJUSTMENT DIAL FOR SNORT.T1ME PROTECTION PICKUP V .. G. NAVIGATION BUTTONS O O O G. ADJUSTMENT DIAL FOR INSTANTANEOUS PROTECTION PICKUP II H. OVERLOAD SIGNAL(LED) _ 'JJ BREAKERS ARE RATED FOR 80% I. LONGTIME RATING PLUG SCREW - • • J. LONGTIME CURRENT SETTING AND TRIPPING DELAY G P D GROUP K. SHORT-TIME PICKUP AND TRIPPING DELAY - Professional Corporation 520$OYDI MNn Sdree4 SUIIe 2531 L INSTANTANEOUS PICKUP OFF ptron,OH M311 330.5712100 F­330.572.2102 ' M.MOLE FOR SETTINGS LOCKOUT PIN N. ELECTRONIC PUSH-TaTRIP GPD PROJECT NUMBER: 2618241.49 .. —BY: DTP O. GROUND.FAULT PICKUP AND TRIPPING DELAY CHECKED BY RP/B- P. TEST CONNECTOR ALUTIONM.wnGER: EDNOBEWORTHY PJ CIRCUIT BREAKER .. 6.66 Mi,,IWic 6.OP A SECTION 1 - o u o w LONG TIME _ e It tt(r - Blum • • .65 70 `s) 4 8 12 O O 'O D M26te .60 BO 2 18 C 062J to a GQ��( ���I//��' OS2518 SGNEDAND SFA DC MM .45 0' 90 1 1`--^ 20 e' .. 8 ISSUED FO 1Imx REVIEW ENrs .4 1 5 24 - DESCRJPT DN X In @ 6 1r -SHORTTIME: INSTANTANEOUS Isd Atsd1 i 3 4 5 6 8102.5 f✓y✓,��`e - 4✓`��12 21'�8 3^ _/�15 1. 102ITAr X In H setting O delay >50A >90 >105 test 9 0 1 Ig D E F [2k 3 DF TESTC G • •IIIr''=Euyl Na H • • • 160 Ir R Isd 6 425 ATTUCKS LANE 16 4 PO0 00 z 16 3 10 BARNSTABLE,MA002601 O 0,60 80 5 1 0 16 2 12 .. O GROUND FAULT E 70 60 F 5 G 1. 15 _ D IT(A) tr @ 6 Ir II(X In) SHEET TITLE SECTION 2 - ELECTRICAL SECTION 2 BREAKER SETTINGS MICROLOGIC 3.2 ELECTRONIC TRIP UNIT SECTION'I SHEET NUMBER EBS-1 MICROLOGIC 6.OP ELECTRONIC TRIP UNIT PANEL N.T.S- B JJ CIRCUIT.BREAKER DETAIL. N.T.S A' a NOTES: GROUNDING LEGEND TYP)e 1, EXOTHERMIC WELD(2)TWO,46 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND BAR&UG. O GROUND BAR/LUG WITHIN CADWELD CONNECTIONS BURNDV CONNECTIONS PROPOSED EQUIPMENT _ ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. (TYP)C � 5 Ln 2. ALL GROUND BARS SHALL BE STAMPED IN TO THE METAL'IF STOLEN DO NOT RECYCLE' OB PROPOSED SE GROUND ROD,D, 'E (OR APPROVED EQUAL) (OR APPROVED EQUAL)SEE DETAIL - 3. AL l HARDWARE SHALL BE STAINLESS STEEL 3/8'DIAMETER OR LARGER.ALL HARDWARE 18-0 STAINLESS 4,THIS SHEET - STEEL INCLUDING LOCK WASHERS,COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE A A MATING. © PROPOSED SERVICE GROUND, \\mod vALOAtiq�Mn 4. FOR GROUND BOND TO STEEL ONLY:INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, SEE DETAIL 4.71HIS SHEET V/� IUW of COAT ALL SURFACES WITH AN ANT-OXIDANT COMPOUND BEFORE MATING. OD 'PROPOSED - PARALLEL HORIZONTAL -HORIZONTAL STEEL 'C'CONNECTOR S. DO NOT INSTALL CABLE GROUND MT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR DOWN TO SUPERCHARGER CABINET CONDUCTORS SURFACE HVPRESS TYPE YGHC GROUND BUS. GROUND FOR EMC, PARALLEL THROUGH TO FLAT STEEL SURFACE SEE DETAIL 2,THIS SHEET CONNECTION OF OR HORIZONTAL PIPE 6. NUTS WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON THE BACK HORIZONTAL TYPE PT TYPE HS SIDE.INSTALL BLACK HEAT-SHRINKING TUBE,600 VOLT INSULATION,ON ALL GROUND TERMINATIONS. ■ PROPOSED GROUND RING THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. CADWELDCONNECTION ]. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS REQUIRED, (EXOTHERMIC WELD) G w D GROUP *t 1� PROVIDING NTRACT R SHALL BE RESION POINTS. MECHANICAL CONNECTION fe .' �� professional ftCorporation,SO01 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN I/8'OF THE BARREL(NO SHINERS). A(TYP) ® GROUND ROD - 520 South Maln Sheet,Suite 2531 9. TESLA CHARGERS HAVE INTERNAL HIGH IMPEDANCE GROUND FAULT PROTECTION(10MO). THROUGH CABLE TO VERTICAL STEEL .. BONDJUMPER ,Ab ON 44311 GROUND ROD SURFACE FIELD FABRICATED - 330.5R210D Fax:330.5]2.2102 10. EMC-ELECTROMAGNETIC COMPATIBIUTV. THROUGHCABLETO CABLE DOWN AT 45-TO GREENSTRANDED TOP OF GROUND ROD VERTICAL STEEL INSULATED TYPE 2-VA-2 11. ALL GROUNDING HARDWARE SUPPLIED AND INSTALLED BY CONTRACTOR. - - TYPE GT - SURFACE INCLUDING GPD PROJ5CT NUMBER: 2018241.49 OO PIPE TYPE VS DRAWN BY: DTP X3 O OHECKEBY: RPIEPM INSTALUTOU MAUAGER: ED NOSEwORTRY HORIZONTAL SPLICE VERTICAL PIPE COPPERLUGS D(TYP) SPLICE OF HORIZONTAL CABLE DOWN AT 45- TWO HOLE-LONG CABLES TO RANGE OF BARREL LENGTH TYPE VERTICAL PIPES TYPE _2 .. B RYP) VS p2 SOLID TINNED COPPER - GROUNDING NOTES N.T.S 5 TYPICAL EARTH GROUNDING PLAN N.T.S. 3 CADWELD CONNECTION DETAIL N.T.S t Dasee9 REv -- O Lill,, SIG EoANOSEALE1 e ISSUE FOR—REVIEW p3 AWG COPPER EQUIPMENT n AWG COPPER EQUIPMENT REv DATE I 0 DeswlPnoN GROUNDING CONDUCTOR GROUNDING CONDUCTOR - (VEHICLE 1) —————� (VEHICLE 2) #6 AWG COPPER EQUIPMENT O O p4AWGEQUIPMENT G ROUNDING - PROPOSED GROUND LUG I CONDUCTOR(SWITCHGEAR) CHARGING p3 AWG COPPER EQUIPMENT CABINET .. GROUND LUG(CONTRACTOR N6 AWG EARTH GROUND - PROVIDED LUG) COPPER GROUNDING - ELECTRODE CONDUCT OR FOR EMC(GROUND ROD) ————— VEHICLE CONNECTOR MAIN BREAKER/ (TYP.OF 2) p8 AWG EARTH GROUD SOI ID INCOMING METERING I-LINE PANEL \ / a3 AWG �L�111L--yI�H�IIFL�-JyI�IH-��yl ELECTRODE TINNED COPPER GROUNDING PROPOSED \ / EQUIPME - _ LLLLJ EMC(GROUND ROD)CTOR FOR NT SWITCHGEAR 6 GROUNDING Lw Lw ASSEMBLY,SHOWN / CONDUCTOR FOR REFERENCE PROPOSED TESLAIS 10-011-1-11RANY ONLY.REFER TO CHARGING \ / CHASSIS MOUNT PERSON, Ciro x SHEET E-0 FOR CABINET(TYP GROUND BAR TESLA CHIARGING oEnu CONFIGURATION ) \ / (NP.) POST(TYR.) PROPOSED POWER CONDUITS TOO PROPOSED - CHARGINGPOSTS FACTORY INSTALLED 425 ATTUCKS LANE MAIN BONDING UMPER D (TESLA STATION) p4 AWG TINNED COPPER p12 AWG ND WITHIN BARNSTABLE;MA 02601 FACTORY INSTALLED EQUIPMENT GROUNDING TESLA COMM CABLE PROPOSED AC CONDUIT GROUND BAR(S) - FROM PROPOSED CONDUCTOR PROPOSED UNDERGROUND SWITCHGEAR - #4/0 AWG TINNED CONDUIT SHEET TITLE COPPER GROUNDING (TYP.OF EACH CHARGE POST) 5/8'OIA,x 18.00'COPPER ELECTRODE CONDUCTOR 98 AWG SOLID TINNED 113 AWG COPPER CLAD GROUND ROD GROUNDING DETACOPPER GROUNDING ILS PROPOSED 5/8'x8'-0' E ECTRODE CONDUCTOR COONDUCTNDUCTOR TGROUNDING GROUND ROD(PER p4/0 TINNED COPPER P�OPMEDIW.8'-0 CUTILITYREQUIREMENT 18-0 -GROUND ROD ,. �T SPACE IS LIMITED, (1 PER 2 CHARGING CABINETS) SHEET NUMBER IDEAL SPACING TINIMUMHE PACTTV0 _ MINIMUM SPACING ` G-1 TYPICAL EQUIPMENT GROUNDING SCHEMATIC N.T.S 4 CHARGING CABINET EARTH GROUNDING DETAIL N.T.S' 2 r Akron Office 520 South Main Street tel 330.572.2100 Suite 2531 fax 330.572.2101 ® ® G P D GROUP® Akron,OH 44311 www.gpdgroup.com Glaus,Pyle,Schomer,Burns&DeHaven,Inc. April 3, 2019 To Town of Barnstable, Building Department, This letter is to formally withdraw the building permit application for a Tesla Charging Station located at the Stop&Shop at 425 Attucks Ln. (TB719-1040),as it was-determined it is not needed for the project based on my conversation with Ed Bowers on April 3,2019. c ,. .. Please.send refund of building permit fee to: Attention: :_ '� India Kaczmarek GPD Group 520 S. Main Street Suite 2531 .' _5 Akron,Ohio 44311 T Resp ctfully, India Kaczmarek TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Parcel�I V"V ' '--v" ' p Application # Ma Health Division Date Issued 1— 5 Conservation Division Application Fee Planning Dept. Permit Fee ZH 3q (10 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village Owner A"OLD V S A Address q,,Acock S-� Qu;wL-i M_ Telephone �l� ' 6$�- 9$2 o2�c�9 Permit Request kw Ni` V01tAI( Sol es o�r�.�.i �g5� �WeS� or;ew`ta�i a., 25 'PeAk. oc �A r5 3Go `�r;..g So�a� /`1v��1Q5 Kr�h��5 S�r inn 4 i�VectCYS Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood,Plain Groundwater Overlay ' Project Valuation r CZ1 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 ❑ new size _ Other: `s 42 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# u Current Use Proposed Use e r P r.r rn APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Soar ��� v �°�" �eVA Telephone Number I� 0 1� o b S Address LiIZ� �✓ ��^ ���� l License# '`o c W e-t I , M f ` O (o Home Improvement Contractor# Email C�,�/Q,� L(�S o a `/ . C� Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Qvn r Com SIGNATURE odL DATE I��i T - FOR OFFICIAL USE ONLY ;APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION r t FRAME i INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL s GAS: ROUGH FINAL F FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. } �I' s } ' ��� - r h. S,W-k C �- -•�,��`"'1v-r��s'� 11 ski �'µ. �.♦'.,. '. l N7 -e,' t� rt- "}- a-L, N y-I ZTI — L- "a Sa m ',3t�` 3 � m- 2 s -a. 'rc'-.hS �w F r ''3-;<'s Y %s .✓',$Ah ss"J. 9; d,�_S• `<r 'y.r r 4 f �'�„n` �fj �K,,.: 7 .�-,�r' `''ELF-"'3'{S`✓,. I,,-1-- $vR�, :y ' a.(,t.�. cn'•/ .,',-� y:r'v�.` ��Jc {'t^• rYJ{ � s 'ty'� l� pa= f�vp45. ,,. { +,r2 IAVi t ;j h�)x,� ( {t< � r s �'- `'��{"']�'=.f, ,Y'i t,-, - f+L1S_t - v x; ,t�-'r i 4. ..b ``Q$r"4�� wi �J � itlll s$u87 �1�e�-- ��#�3 ?o ;4f I r 'Af4 ,� tr - a M i K rF r''�f {, Y ,�4 'h_-a f ry J 7t�` 1r b �+. "+' "i? 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J- l".r>-- 1- _ .e i { 1 ✓.- t , t- ; iy } Y f a y i �"' r _ 3 , y rs v4e L f _ S i 'S f �t y f, c; i.�i 'p`a,5 ,-!,,t- t�a _ 6f.f , �f �; ' 4, � r - ,' t, t ~`' �y+'y6 Sy'y�,r''-mot "A �e t s- ,� o1n ��te and Sxgau'I�as Sc�ox t' �rj �4;� � f 4 1' Xf lI'Jsxng �u Idez�;,TF , t , I. 1�. x T e - 11 r L� .y r _ FY rf ] tti; "i - CYy r s'e�+ '_l , ?.� y-e .� i S ,f _ a i .s f : F s' i.?``' frrve ye'" a 1 �-,� ; , a�Qw�ag c� tie SIA -k r4y 1 f , , w r # `, IN °i -' - le �- f t + ;x a, 5;t- t-:�r i>• a y fiJ3'l.y 2 . 11-x,e yauthorize . r _ Y I<,` ' (.l�/2 I _ Ft 0 ,'lll behalf 5 yav rt Yt z r. 1`L - .. T r i �'j + S 4Tjf4 �"11,7f Yrl'1`g4'1 ' - -, • z �..,J ,E, �L _V. r -r c} .,,Yc', f*. ��Y x t' "nS c -)-^s'�`?7 rn all matters i,elatiYe to'work aurhor zed by t its binding pebbi appli canon, dh .:I. ` ' tVJ ' �' J,,, ,a� r} r , r - I .. I I�; . I -�:_- /4 , - �­I 1i;-":­- --­­'�­I .-�- , p;,�,!�,�- -­.­�. - ". - -. 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J r-i J `n r 1, '{ ' r t� F1r a J t tt Jt is - fS r_. f f 1 T ' �. >;' J 7 r6F+i7";+'�C>- i Tf �}. ,���7�,_�pp n�: , 1�-.,11 . tJ -> f. t ! l.:T� {fi 5i1 5�� � �Ij Tf,'ry;'l"at i�'tG,', if Si!'_J�(;�7 1."` i',[� f •j2 6yp+`rr1&F 71�,�i'plVY11Ds71�+,�a,.v i� r.11; J� �'1 i S S ,!�`Y. 1 f V {[i.:1 S J,i A,h , ,.`Epp; iJ i f, l ;� ••f s- 1 'r a -� +' +' sr. I. `7' Y f>, - 'r-� r "f � �f - .4 f" t i t, -, .,i '` -i. r s('}� ' A-S .� r /r I, -, L .T�'. 1fl r7 ,dJt, " f 4 " �+ F� f l o -.,r J c F -f .c, Er t Si'i -i1 ',4` qyi f .�..y �}< '�1 n* ', s..i Mn F r 1t f1 t J l�F S" / l,r 1 ,, l,ff s ,` rih� -a I1T 'r, "- I- .t-. )� k' t', r' C'. j-r -'f r-- tft,r. f 8 > sr • ,? f Crhr!-Y' d Y J J i &s 4 ✓ JiJY' 2 fig. 4 _ :..'�1 - f -t - - rff: �' it -,et'.l'; S w t} of -+:�.r �.,Zs c Hf f i r! i . I;• r .r ! J't-,t.`.'�ft-� v Js..Y -i .t J. , :1_' ram. ,.�_ - ff•'l--: J r} )1 ,s ya vi J.. x - 3 y -�, J , f rq r., PROJECT: --NA-ME: : ADDRESS: ..' PEA# Sa . . PERNIIT DATE:' .: -., . . • ,, � � •. • ... . .... - - .. . 7-4.�o 6_ � LARGE ROLLED PLANS ARE M . Y � Data entered i . MAPS program q wP fides/ orris/archive:.. C.; Pick-Up service offered by Stop & Shop Pead pp-- 0�, by Stop&Shop is offering a new service to customers whereby they can order their groceries online and pick them up at a nearby Stop&Shop store. Utilizing the existing Peapod online service,orders are placed on the Peapod website,selected at an existing fulfillment center near the store, and delivered to the store inside a conditioned tote, on a Peapod truck twice daily. Once at the store,orders are stored in temperature conditioned totes(using chill packs or dry ice to maintain temperature for refrigerated or frozen product) inside a Storage Locker, until the customer arrives during their selected one hour window,and parks in a designated,signed parking space. The Stop&Shop clerk then goes to the parking space and greets the customer, retrieves the totes With their order,and loads the groceries into the customer's vehicle. After loading is complete,the Stop&Shop clerk then asks the customer to sign for their order,accepts coupons(if the customer has them),and the transaction is completed. This service is similar to what is already offered at ShopRite throughout New Jersey, New York and Pennsylvania, and King Kullen in New York. We have 204 sites operating successfully today,across seven states(CT, MA, RI,, NY,VA, MD, NJ, PA and IL). Storage Lockers Storage Lockers provide the ability for fast,seamless service to the customer. They are located 'directly adjacent to the store,-often alongside other'outdoor vending offerings such as Coca-Cola machines, Redbox and Blue Rhino. As with these other vending offerings,the Lockers can be relocated as necessary. The Lockers are constructed out of metal and plastic,with fans to circulate air. The fans require a 120v plug,and as needed, building permits for installatiion of exterior convenience outlets are applied for separately. Conditioned Totes Temperature conditioned totes(using chill packs or dry ice to maintain temperature for refrigerated or frozen product) are stored inside the Lockers,and product is not removed from the tote until it is being loaded into the customer's vehicle. These totes are designed to keep refrigerated or frozen product for 22 hours. This is the exact same processes as Peapod uses for home delivery ' Currently there are 204 Pick-up Points in operation. Some stores in the area are: Cape Cod Locations: South Shore Locations: Mashpee, MA Cohasset, MA Pembroke, MA Sandwich, MA North Dartmouth, MA Quincy, MA Orleans, MA Plymouth, MA Braintree, MA Harwich, MA Halifax, MA Kingston, MA yy • �; �cce:cn ��� � ocao� �"�■asp■�:.et 1 �a.�ralI.r,�eera I���li'r�°a��`tl�ls�l�� ElIIIIIIIIIII �Ini m m s il��' I ,I ■■■■■■Q■■■■■■in 'eg�l ! . . ■■■■■■■■■■n■eQa■■■■■■■■■■■■ , MIN CIIIIIIIIIII � �� `wc _ ,J���I■f lL�■ Hr' IIIIIIA AMEN=—= 6,ea� �. ,� ar. � � c�r�,.� ��14,$ !�'li�i► Ir�®I�I ��. � ���� I�� �P-. m .M m � ■� I �I .Q�eeeeeeeeeel F � _ rr I �' i�! i!1 d! i7i iA �!_■ iA iil ON iA ■ iA !.4! k! ki � I•!!! • e �0_0 Sample Locker - Hyannis, MA PROPOSED 006 Peaped® PeapQd StapsShop a5pop' � �� Stop -� Cl Pick U p here or enjoy convenient home delivery r r 400 PO LEFT SIDE OVERALL LENGTH IS 87" RIGHT SIDE APPROX.1 1/2"OVERLAP SD" 50" 44 1/4 44 1/4 - "- PURPLE:PMS 259 Pea od RED: PMS WARM RED Pea ��o YELLOW: PMS 130 Pea+yy����//®d® FRONT q SfoPoP °BACK PMS 376 BACK i PaSIi°P FRONT by 0�Stop&Shop• 1 3M IJ180 3M 8519 LAM LUSTER LAMINATE Pick up here or enjoy Pick up here or enjoy convenient home delivery •• • •'• ••• • convenient home delivery Pick up here or enjoy nvenlent home delivery LAMINATED PRINTS FOR EXISTING HUB CUSTOMER: LCICATICGN: STORE NO: CONTACT: DRAWING CODE: DATE_ 4-1-15 SCALE: STOP&SHOP STOP&SHOP SALESPERSON: CM DESIGNER: V 1100 MASSACHUSETTS AVE. oOQ Sample REV.DALE QUINCY,MA DORCHESTER,MA DESIGNER: LANCE C. THIS DESIGN IS THE EXCLUSIVE PROPERTY OF AGNOU SIGN COMPANY INCCNIPORATED NOTES: AND ALL RIGHTS TO ITS USE OR REPRODUCTION ARE RESERVED �" Sample Directional Signs - Hyannis, MA Pea d o Peap ,d b by®i PAR4 ERE PARK HERE WM ffom WaaI dfi ca �b • • Stop &Shop o o) 0 of o� Concrete base with a o) Sign pole and stainless O1 steel hardware o; o o, o; o o; o; ".I Client: Job: Date: Project: Page: 3/6/2015 Parking Sign Peap®d Pick-up � Pick Up Point Lockers - Harwich , MA ry„ D r- i log .. �� Pick Up Point Lockers - Orleans , MA FY a `•'�• R � 5, � d. • $` #' '�•�+ er,�p ! �4 a" �t a a+ 7.=" �' .�'�..,� ^ .. i�'Yx S ,fig ��n �• ��'o'er ��`�-e � �'��'', ,� � ... `�'l'�a w � r.- ,-• s�, tc Tw ..'.'�" y� � �.kry.- .�Q. c� 'v '�a� ,�^ k�.•� ���i? �. _,,�`{ R �k. ,�`w��n ?_ r., bj a .. . ., �51. ��..r7, f� „�'+�r `T4Qr }"'4. � - S �t df .� �r{ 4'i.`�{���`'S� '9��:'.*��c;;F.L,'rr'�x Sf �,� ray • 4 5_18„ O ,i -- ------- v0 ACM Fan Tc_s T�T o I Structural Framework: ————�———— i vent cover l I I I I I I welded 1"sq.heavy-wall II aluminum tube frames17 1 -T-O" ———— ———— +/-7'-0" I I I 1 I I I Interior Walls: l I ACM Panel I II II II II II I II ---- Flooring Surface: �__ / r 1/8"aluminum L I I I i t I diamondplate d I 1"square heavy-wall aluminum tube frame C L 7,_5„ L 51 4,. 0 a c Interior Super Locker 0 Front View Side View Z }' V Roof Surface: 1"EPS Foam CL L ACM Panel insulation,typ. Y A V � G. LJ Exterior Walls&Doors: ACM Panel ACM skin a fx Cgg��E Typical Wall Section �_3g3EEfi%g E - :BE, Materials used: Alum Composite Material Panel Walls H H Standard builders grade Foam 7,5 514., Panel Insulation Exterior Super Locker Welded Alum Tube Framing Front View Ext.End View Alum Diamond Plate Floor -> .. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel_ Application #020 O l 3 pC' Health Division �� Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 7 a-S g ucjks L—ty S Village Owner t-v X2 S � Address S&VX.e_ Telephone //7— 770 a9 1 5-9 Permit Request C °I � 1��2K�f—mot<a ly/Z� �`i iC.�N'�. (.1�6✓IOLJ' li Square feet: 1 st floor: existingy(AMproposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 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 Roorra"C'bunt Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: :U Yes�,d No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ n`ew s—de_ d � Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: = Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial Yes ❑p0No If yes, site plan review# Current Use 6 Proposed Use APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) Name 6 !:q LO n e,? Telephone Number Address i/1 _u_kJ- Aleal, ) ET644„ 0<— License# Q,?"Syy f e� ( dupes tJ M t)J q77_ Home Improvement Contractor# dJJ4 Email 7 L)ot Z- co> � �e��ba ww" ,C n Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Lb V:)1ntiiAS��� b 67L-hp�slT,r�J SIGNATURE - DATE !']�/S_ F r' ti FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED - MAP/PARCEL NO. r� I ADDRESS VILLAGE I1 OWNER i DATE OF INSPECTION: FOUNDATION i FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable f ti Regulatory Services * R�RNC1Lm� E MASS Thomas F.Geiler,Director s6fq. 1m 'tip► Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA,02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder rM , as Owner of the subject property hereby authorize F r tl'y J j,M 1; to act on my behalf in all matters relative to work authorized by this building pernnit LW (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner tgnature of Applicant 1'b r\,A Print Name Print Name Date QT0RMS:0VR,M"ERMSSI0NP00L4 62012 r I f Stop&Shop- GianY r The Stop & Shop Supermarket Company An Ahold USA Company ..................... , i 1385 Hancock Street Quincy Center Plaza Quincy MA 02169 P.O.Box 55888 Boston,MA 02205 To: March 12, 2015 i I To: Building Departments- MA }i Re: Authorized Agents ! i I am authorizing Sweeney Construction to act on my behalf as an authorized agent to apply for i and sign the building permit applications for the following Stop & Shop locations: 406 425 Attucks Lane Hyannis MA 87 10 Bates Road Mashpee MA 410 6 Thatcher Road Gloucester MA 469 129 Samoset Street, Rte 44 Plymouth MA 474 2291 Cranberry Highway East Wareham MA 12 65D Route 6A Sandwich MA 425 20 Teaticket Hwy. East Falmouth MA 433 760 Fellsway Medford MA 22 55 Long Pond Dr. South Yarmouth MA 66 3900 Falmouth Rd. Marston Mills MA 67 35 Washington St. Lynn MA 44 Rte. 1A&Main Street Walpole MA 88 337 Great Rd. Bedford MA 62 99 Charles St. Malden MA 429 1100 Mass Ave. Dorchester MA 434 Timpany Plaza/Rt.68 Gardner MA 32 278 Washington St., Rt.138 Beverly MA 55 932 North Montello Street Brockton MA 421 815 Grand Army Hwy Somerset MA 43 540 Squire Rd. Revere MA x i 432 469 Pleasant St.,Rte. 123 Attleboro MA 418 1415 Boston Providence Hwy Norwood MA 427 221 Huttleston Avenue Fairhaven MA 462 109 Taunton St. Plainville MA 496 90 Pleasant Valley st. Methuen MA 2700 400 Boston Post Road Wayland MA i 6 Rt.9/829 Worcester St. Natick MA i i 17 495 Southern Artery Quincy MA I 497 32 Lyman St. Westborough MA 14 North River Plaza, Rte. 139 Pembroke MA 491 36 Bedford St. Lexington MA 7 377 Chauncy St. Mansfield MA 8 19 Temple St. Framingham MA 446 171 Watertown St. Watertown MA 73 125 Highland Ave. Seekonk MA 435 40 George Hannum Street Belchertown MA 472 Rt, 140 W.Central St. Franklin MA 487 700 Middle Street East Weymouth MA 2406 265 Main St North Reading MA 3 235 Old Connecticut Path Framingham, MA 49 700 Pleasant St. Watertown MA 54 375 Centre St., Rt.123 Abington MA 473 333 Marianno Bishop Blvd. Fall River MA 489 1 10 Technology Drive Hudson MA If you have any questions,please feel free to call me @ 617-799-9247. Thank you, Karen Russo Construction Project Manager, NE Division 1385 Hancock Street Quincy, MA 02169 kruss6@ahold.com O: 617-770-8958 { C: 617-799-9247 i �s rqw Sign TOWN OF BARNSTABLE Permit BAPN&rABLE, 9 MASS. s639. A Permit Number: Application Ref: 201204911 20070793 Issue Date: 09/04/12 Applicant: ATLANTIS IYANOUGH REALTY LLC Proposed Use: COMMERCIALLY ZONED DEV LAND Permit Type: SIGN PERMIT Permit Fee $ 50.00 Location 425 ATTUCKS LANE Map Parcel 274008B00 Town BARNSTABLE Zoning District B Contractor PROPERTY OWNER Remarks SIGN FOR CITIZENS BANK LOCATED BELOW STOP AND SHOP SIGN DETACHED 7.98 UNDER EXISTING FREESTAND Owner: ATLANTIS IYANOUGH REALTY LLC Address: PO BOX 960696 BOSTON, MA 02196 Issued By: Pc`.- POST::THIS CARDSO THAT IS VISIBLE FROM THE STREET Town of Barnstable Regulatory Services - 3 AaNP�A RC �i` t - 9 Hess. � Thomas F. Geller,Director. 0.39. Building Division - Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 , www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit d® I Z6 t(q/. (. Building Official approving Application for Sign Permit --� Ee c> Applicant:__ Assessors No. Doing Business As: (ff°Ti,ez�C yoLT y��C Telephone No. xA" 'co Sign Location -� Street/Road: Zoning District: , Old Kings Highway? Yes/No Hyannis Historic DistrictP Yes),No -- Property Owi / Name: �2 y[ �. �7 Telephone: � Address: ,7 p Sign Contractor � Name: 1� L r W�144 `Telephone: Mailing Address:_. 41/ 00- ST 11t,17le' ll�P.f 1 1' Description . Please follow the cover directions.You must have an accurate rendition of sign with dimensions and location. <L. 617"2-4014- -5 'J ,-! Ta L�JC�STi� �=•^,c r,��� s� ; Is the sign to be electrified? aYeso (Note.Ifyes,'a wiring,perrnitis required) f Width of building face 2oo x 10= Check one Reface existing sign or New otal Sq.Ft of proposed sign(s) If ou have additional si Ay gns please attach a sheetlist�ng each one with dimensions If refacing an existing sign please provide.a.picture of the existing sign with dimensions. f I hereby certify that I am the owner or that I have the authority of the owner to make this application, �l that the information is correct and that the use and construction shall conform to the provisions of §240-59 through§240-89 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: Date -/,A M I -7 71 y � SIGNS/SIGNREQU revised12110 rr 1385 HANCOCK STREET,QUINCY,MA 02169 Mailing Address:P.O.BOX 55888,BOSTON,MA 02205-5888 I March 30,2012 Re: Citizens Bank In-Store Bank Facility Stop& Shop#406 Iyannough Road,Hyannis,MA To Whom It May Concern: Contractors or other agents representing Citizens Bank may apply to you for all necessary permits and approvals in connection with construction of a Citizens Bank branch in the subject Stop & Shop store. This letter will confirm that Citizens Bank has a license to operate a branch inside of this Stop & Shop store, and Stop & Shop,which has the right to make changes, modifications and alterations to its store premises, would appreciate your cooperation in issuing the permits and approvals. Thank you for your cooperation. Sinceroy, f i 7 - Kirk P.4ckson Sr. Mans r Development,Dispositions and In-Store Retail N01 CLafim Citizens Illuminated D/F Box Sign Dimensions to be Field Verified Existing Proposed Stop6hop '� t. , 1 r . J 7,,,.��_,-'."' #, cCr•I a L� a k m y■ a — u , ,r -Sho AUZ AA OWN Monument Elevation sign Rendered Proportional to Photo TITLE DWG BY DATE DATE REVISION BY THIS LS AN DRIGNAL UNPUBLISHED Citizens Bank JLS 07.14.12 DRAVVNG CREATED BYPS.C.O.IT - IS E IN CONJUNCTION FOR YOUR PERSONAL P H I L A D E L P H I A S I G N ADDRESS DWG NUM USE W DNJUNCTION WITH A PROJECT CPf5006564 /1,1$Q$6 BEING U IT IS NOT TO BE SHOVINTO ANYONE BRINGING THE W O R L D'S BRANDS TO LIFE 1166 Lyannough Rd,ro SHEET OUTSIDE YOUR ORGANIZATION NOR IS IT TO BE ,COPIED,REP Hyannis,MA D2601 1 OR EXHIBITED USED ANY FASHIONRODUCEU, 707 WEST SPRING GARDEN ST•PALMYRA.NJ • 08065 • P:856-829-1460 F:856-829-8549 WEB:http://www.philaclelphiasign.com N01 Custom Citizens Illuminated D/F Box Sign Dimensions to be Field Verified Existing Proposed Stop&Shop 501D CO�ddNit HlR{N �c v M k P 9 � �4 a MopaSho p r �i '� ,a • — � rTa / l SIPr T , , a - Aw kw �l 41 • x' T� - Monument Elevation sign Rendered Proportional to Photo TITLE DWG BY DATE DATE REVISION BY THIS I$AN ORIGINAL UNPUBLISHED C [/�. Citizens Bank JLS 07.14.12 DRAWING CREATED BYP.S.C.O.IT P H I L A D E L P H I A J ' G N IS SUBMITTED FOR YOUR PERSONAL ADDRESS DWG NUM USE IN CONJUNCTION YdRH A PROJECT ro CIT5006564 NNED FOR YOU BY P.S.C.O. A13086 IT EIS NOING T TO BE SHOYJN TO ANYONE BRINGING THE WORLD'S BRANDS TO LIFE 1166 Lyannough Rd, SHEET OUTSIDE YOUR ORGANIZATION MDR Is IT 10 BE ,Hyannis,MA D2601 1 OR EXHIBITED DANYYPIED FASHION.ODUCED, 707 WEST SPRING GARDEN ST •PALMYRA.NJ • 08065 • P:856-829-1460 F:856-829-6549 WEB:http://www.philadelphiasign.com C�7a t� fl o o o �6 p i o f13(tom A3'7�3'Q� 9-6 6' p PAINT TO MATCH DRVVIT POWDER TAN 398A LAMPLIGHTING LAMP EI--EI LAMP 1 I 1 1 1 1 I I I 1 1 I 11 1 1 y I WHITE METAL SIGN CABINET 1 1 1 I 1 1 WITH GE SOLARGRADE I 1` I 1 Sta h®� I 1 LEXAN SIGN PACES I 1 UU 1 1 I J I I F 1- 1 Pharmacy 1 PAINT TO MATCH i DRYVIT PEARL 4SSA fV 1 1 1 1 i t 1 1 1 1 1 1 i 6' I i 1 1 ROCK CAST STONE 1 1 1 1 i I CREME BUFF 1 1 I. 1 I 1 I GP-A 1 i 1 1 1 1 I I 1 1 1 1 1 1 I I 1 1 1 1 u. i 6-X 6- i SQ STEEL POLES - I } } I 3'X3'%4' 1 CONCRETEST i . SCALE:1/2"-1'-0" a uaE 7-23-11 SUPER STOP&SHOP I1011 SUPER STOP&SHOP DF NON-ILLUMINATED PYLON WITH HOOD LIGHTING REV 8-11 HANCOCK ST HYANNIS,MA 114E n QUINCY,MA cfv B-25-11 0.4TE �N1C CIAYPL LOC! sAtF NO, REV 10_14_11 HYANNIS,MA-406 ELEVATIONYLT/CDR/MA/STOP&SHOP CUT SIZE FOR DIEBOND PER MR GREGERSON MATE � V406 53.625"X 71.625" REv 2 6 t2 0.4E ;CAMPUS- CHRIS mAwN rv' REV 440.12 0.47EW IiHY FhSLN6 Mf H(yLSNf YtOYfItt Of ILND116LN CQ'AYINfNWtfOtllFf•ALL ILME l011f USf Of IlHOf-AtE IFYFNF" 9-6 6' c PAINT TO MATCH DRYVIT POWDER TAN 399A LAMPLIGHTING LAMPS - ^ LAMP 1 I O 1 1 1 1 I I v 11 11 '-u I WHITE METAL SKIN CABINETWITH IE I 1 Stopash®[� 1 1 LEAN SIGN ACESADE 1 1 U 1 1 1 1 1` I v Pharmacy I 1 PAINT TO MATCH ;. �. I I f 1 DRYVIT PEARL 455A C � _ I I I 1 11 1 I I I 11 1 1 1 1 1 1 6' ROCKCASTSTONE I I 1 1 1 1 CREMEBUFF - 1 I I 1 I GP•A 1 I t 1 1 I I I I I 1 1 1 1 1 1 1 1 1 i 11 1 1 9t f 6-X 6- f I [_ SQ STEEL POLE a p Y P CONCRETE t i 3.D00 PSI } - I , f I SCALE:1/2"-1'-0" -E 7-23-11 SUPER STOP&SHOP 7 SUPER STOP&SHOP DF NON-ILLUMINATED PYLON WITH HOOD LIGHTING REV 9-»_» HANCOCK ST HYANNIS,MA DATE imc QUINCY,MA REV 25-11 6- 047E JA�C OIIWI&GOOF - lYtlE NJ. R- 10-L1-11 HYANNIS,MA 0406 ELEVATIONYLT/CDR/MA/STOP&SHOP CUT SIZE FOR DIEBOND PER MR GREGERSON D47E W 0406 53.625"X 71.625" aaE 2�6.12 :AEESYEEFOv CHRIS 0.EV 4-3(>-12 041E LV I I rCON 6 ME fM6LSNE YlOYl IIY OF AGNOl16ON COMPANY YWtfOtAiEF ILL tOMC lO liF U!f OI ti%OlNCION Alf 11lFM� f- IMF, Sign . TOWN OF BARNSTABLE Permit * :.4RNSTABLE. • y MASS. �o 1639. Permit Number: - rF0 MA'S a Application Ref: 201202786 20070741 Issue Date: 05/14/12 Applicant: Proposed Use: COMMERCIALLY ZONED UNDEV LAND Permit Type: SIGN PERMIT Permit Fee $ 50.00 Location ATTUCKS LANE Map Parcel 274039 Town BARNSTABLE Zoning District SPLT Contractor PROPERTY OWNER Remarks NEW PYLON 4 SQ WITH DIRECTIONAL STOP & SHOP Owner: ATLANTIS IYANOUGH REALTY LLC Address: PO BOX 960696 BOSTON, MA 02196 Issued By: C POST THIS CARD:SO THAT I&V[SJBLE FROM THE STREET Town of Barnstable Regulatory Services i s MAM ' Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us a Office: 508-862-4038 Fax: 508-790-6230 Permit# Building Official approving Application for Sign Permit _ 11 Applicant: Al�4W�s_ 1 — N a LU________,.__Assessors No._ 13�__ Doing Business As: MOPiS�_ ^-- Telephone No._50$'M_ —hoo Sign Location I ^ Street/Road:— C QIA1�_� 14 mawg1151_ Zoning District: B Np Old Kings Highway? Yes) Hyannis Historic District? Yes G Property Owner a Name:_ �t rJ�i�, �gtro �l�a _L��_—Telephone:_ SO8 -'��3d^ 1 ao Po �� a 9� Bores �Q Address:------- X ----------Village:------d- _— 1 Sign Contractor ll Name: Mioo ' Si �O QAW a—_14C j _Telephone:_y I3=�3 - S/ Mailing Address:��—��'�� o v� �3T'r`aa'1—$-���° ° � a'I o5Description Please follow the cover directions.You must have an accurate rendition of sign with dimensions and location. Is the sign to be electrified? Yes (Note:Ifyes,a wiringpernutis required) Width of building face $b ft x 10= 3W x.10=3$()_ Check one Reface existing sign or New Total Sq.Ft:of proposed sign(s) Ifyou have additional sig»s please attach a sheet Astirrg each one with dimensions If refacing an existing sign please provide a picture of the existing sign with dimensions. 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 §240-59 through§240-89 of the Town of Barnstable Ordinance: Signature.of Owner/Authorized Agent:Amr, Date �4 a0 I17'� 4QP (aa44 SIGNS/SIGNREQU revised12110 <r �4 _41— -�- PAINT TO MATCH DRYVIT POWDER TAN 398A ,. Stop&Shop LAMP LIGHTING f WHITE METAL SIGN CABINET M WITH GE SOLARGRADEentranc s LEXAN SIGN FACES —__ 0g hop _ a PAINT TO MATCH ent_yce DRYVIT PEARL 4SSA -� T iL_ If 12 SQ FT ,.., DF NON-ILLUM MOMUMENT SIGN SIGN 10'FROM STREET DAE�30-t2 cusroMz SUPER STOP&SHOP ro4E SUPER STOP&SHOP Rev HANCOCK ST HYANNIS,MA DATE QUINCY,MA REV DATE oaavwr,mce setae w, REV HYANNIS,MA 0406 ELEVATIONYLT/CDR/MA/STOP&SHOPDAT 406 OPTION A REVDAT REV E sulsrElsou CHRIS o 'N n.MARL4NNE DATE l4E GESgN R 111E f]IgUSIVE Pa01E4tt OE RGN041 SqN C0.MPMM YJCOIaOMRO ALL IgM5 m.USf Oa 4NAOgK1gN ME IMMo a: L tu�i►lruun u►► a �IGY3 0 0 a 1MW WDIL•R] C) Y&*m mm o =%m uw-�'ilU+� OPTION A OPTION B i r! ool +e. r 1A, 4' �-- ^- ---- PAINT TO MATCH DRYVIT OPTION C - POWDER TAN 118A 3 e S`�Pp sftOp LAMP LIGHTING t 1 p& x T WHITE METAL SIGN CABINET ? M N �� ����� WITH GE SOLARGRADE¢ fir' ® ye g 1L LEXAN SIGN FACES „�` �'� ^�w. :1_- ( • N PAINT TO MATCH ti DRYVIT PEARL 455A L.:-'°'-]]'I �[ "� - DA�aa0-T2 SUPER STOP&SHOP vsRwEA: SUPER STOP&SHOP S 12 SQ FT REV HANCOCK ST HYANNIS,MA DATE QUINCY,MA REV -1 DATE URPSVaG COG6 STOAE W. REV HYANNIS,MA$1406 ELEVATIONYLT/CDR/MA/STOP&SHOP- DATE0406 DF NON—ILLUM MOMUMENT SIGN DA,E AESRRSOM CHRIS SRµ MARIANNE REV DATE MI5 OESGN R ME E%CUMIVE PRO—OF AGR1W SIGN CWAAN PICOAPOtA1FD ALL tt TO MUSE OR REPROWCIgN ARE RE5— .,-- j.- __--•.,�'`- -.____�__._. - s� °'' fi; " eta —�- .�.,.•-cr124 �—.1 � .r Fi' • { `- yt7�J' NJIQIV _.�.,:_ 5�t„ x5e. 5g �.- ..''�"A -;„ c.Ynra w -- I r _ S��PG EAt'TrsE MAIN—�-s r C Ea TO� f PLANTED PROPOSED Nf ,. ( '!•.�/'� <•, 510FILTRATION - / DIRECTIONAL SIGN �° /� / �/; GLAND-TYPEWN Iw (f / II I•I�GPy t �f.', T'y `^�+.. .i� !- /+' `�`� ��f ly � e4.o 11lFT 9EED+MI{X , ,/ /®-. �``` {,t, IN y ���' `. �� t. a 1!i faP BASIN-) ^,' PLANTED,BIOFILTRATION ISLAND 'TYPE 2 ,V4 ,F1 \\�\ i ., spa ASS �Y/i I l%� 1 ...— y R i ',`%t', / ': ElW "` �1W r Sign � TOWN OF BARNSTABLE Permit BARNSTABLE, MASS. 9� 1639. �'FD MA'S A Permit Number: Application Ref: 201200891 - 20070711 Issue Date: 02/13/12 Applicant: Proposed Use: COMMERCIALLY ZONED UNDEV LAND Permit Type: SIGN PERMIT Permit Fee $ 200.00 Location ATTUCKS LANE Map Parcel 274039 Town BARNSTABLE Zoning District SPLT Contractor PROPERTY OWNER Remarks NEW STOP & SHOP 70 SQ WALL& 26 SQ FREESTAND Owner: ATLANTIS IYANOUGH REALTY LLC Address: PO BOX 960696 BOSTON, MA 02196 Issued By: p L /�-- . POST THIS CARD SO THAT IS VISIBLE FRAM TRE STREET DIME Sign TOWN OF BARNSTABLE Permit * BARNSTABLE. MASS. i6 9$prED 39. A Permit Number: Application Ref: 201200891 2007071E Issue Date: 02/13/12 Applicant: Proposed Use: COMMERCIALLY ZONED UNDEV LAND Permit Type: SIGN PERMIT Permit Fee $ 200.00 Location ATTUCKS LANE Map Parcel 274039 Town BARNSTABLE Y Zoning District SPLT [Yn Contractor PROPERTY OWNER a Remarks NEW STOP & SHOP 70 SQ WALL & SQ FREESTAND ; Owner: ATLANTIS IYANOUGH REALTY-LLC Address: PO BOX 960696 BOSTON, MA 02196 Issued By: p POST THIS CARb SO THAT IS VISIBLE FROM TIME ST ET °F1ME T°� Town of Barnstable Regulatory Services BARMAPSS. " Thomas F.Geiler, Director t639. ,�� D�v 'V VU TfCMp'�A Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# Building Official approving------------ nn'' Application for Sign Permit Applicant ka,*34 i S gwoy �+ Re-4 LL( Assessors No._1)�---3 --- ,--- ---- ---- -------- 9 � U----- - Doing Business As: S�-p ID Telephone No. y 30—6UC7 Sign Location 1 ��11 � Strcet/Road: ---Z�5Jfl i4 -----°w<^-- --------- Zoning District:-BJk Old Kings Highway? YesS Hyannis Historic District? Yes No Property Owner Name: Pect (.L�, —Telephone:_5O _ �/3U ' I9V�. Address:-Pd—60)(--- GVp?(40 -------------Village-,-BaSfi✓� -- TI__� P(0 Sign Contractor Name:_��a-i S►=i&--C 6 M Oe4v� _ 1N C .__'1'cicphone:_y(3 _�'3 =S 1 1 1 i l- c Mailing Address:_ �_W� �1 i i6V-11 s►f CC4 SrR 1 w _F�t_l /�}1y� - --�--- ---- - ---1--- � d d S U Description ; 1 Please follow die cover directions. You must have an accurate rendition of sign with dimensions airiel "a location. ,-,--q C) Is the sigh to he electrified? Yes No (Note:R)-es, a 667'17'1jg-pe1Jni1 JS Jcquil-c(l) �- wr Width of building face ft. x 10 x.10= : Check one Reface existing sign or New_�Total Sq.Ft.of proposed sign(s) V00 Il you have additional si�Jsplease attach a sheet listilJg-each one Frith d menslolJs j If refacing an existing sign please provide a picture of the existing sign with dimensions. 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' §240-59 through§240-89 of the"Town of'Barnstabl-. %o ng Ordinance. Signature of Owner/Authorized Agent:_A _ _ 0(t-A. _ i✓ Dated ND Apt �y 'e SIGNS/SIGNREQU revised]2110 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA • r 1� y. r 'S i r �A►V - 4 A To¢h HYANNIS, MA #406 X OPTION i • topaShop V. _--L i�1r.! 11���� -.....Al� l:.,r: ncne4. ?9t U i���Vri 1vn,r.wXXX F L-1-101141t x`='.N.h! s -ash SCALE:1/8'4-0' I HALO Ur FRONT ELEVATION MNLO LR to BSho P _ I UT C—L LETTER VAM VARfE W FACES,.]RS RUlf ON TRAN]WJVL, ,w, ]ROW$L.F.D.,VIWIE TRIM,NMIE RENRNS AND aw IEXAN A,Oa welcome .mXu w rAm wmi mu,XaX rAc Lm wwI R[wXs•frtrsN NIY nuan:wr wwi X i/S f1Rnf SNM IETTERB MOLMFO UJ I=X1'X l'-J'X Ad]'WNLE AUR.IPRIM B.ANFI BENT NW A PAN 8 BUCXEBED W YMII HAW LIT NRIO UT(:R—R LERWS fOR RI'W JJ'tAND BJ]TALLED ON NAAROW A FWAY FAWEFD W MARH BUYT!!O FROM u»D i'x]'-,• u so Fr FROM SCALE: DATE 7-23-11 CU]R1MERi sRvS FRONT o ]ssoFJ FRONT SUPER STOP&SHOP SUPER STOP&SHOP ROW I FRONT 0"-1'-0.' REV 8-11-11 HANCOCK ST HYANNIS,MA FRONT ry Vxl o o^ FRONT DATE JML QUINCY,MA FRONT FROM TOTAL OF ALL REV 8-25-11 F0.0M SQUARE FRONT FOOTAGE $ DATE JMC OAAI'ANG CODE - SWAE ND. FRONT FROM 100 SOFT REV 1 J-,x-11 HYANNIS,MA U406 ELEVATKJN.PLT/CDR/MA/STOP&SHOP �406 FRONT FRONT FRONT FRONT NOTES: REV 2-6-12 F0.0M FROM 047E J6- sAIE]EusoN CHR S DRAWN TT MAR ANNE NONT Row REV 0-0-11 FROM FRONT DATE DRS OE]IDN 4 1HE FXCIUSNE FROIEAIY p AC+AU]IGN COWAM RAAA104A1ED ALL RIGHR W R]U]E OR REMODIX:ION AAE AE]EAYED I S 1 r., 6 30 4 4o 4a j �ur�nn 5 91.61 6- --- SIDE VIEW (NOT TO SCALE) p {---- PAINT TO MATCH DRYVR FOR ILLUSTRATION PURPOSE ONLY ^ POWDER TAN 398A LAMP LIGHTING WHITE METAL SIGN CABINET j' \ N Stopa.Shop WITH GE SOLARGRADE LAMP LEXAN SIGN FACES AMP .�i� Pharmacy PAINT TO MATCH DRYVIT PEARL 455A tV MASONRY UNITS I� 6' TO MATCH BLDG 10"X 10" - ---SO STEEL POLE .. 16" SCALE:1/2"-1'-0" DATE 7-23-11 �1pN'"� SUPER STOP&SHOP SroxE. SUPER STOP&SHOP NEW DF NON-ILLUMINATED PYLON WITH HOOD LIGHTING 5 11111-11 QUIHANNC, ST HYANNIS,MA UINCY,MA REV WE B-Y -11 ppµyplG OODFi NO. REV 10-14-11 nnc HYANNIS,MA V406 ELEVATION.PLT/CDR/MA/STOP&SHOP u406 DIH REV 2-66--12 sA E5 msa+ CHRIS wN MARIANNE RMITE 0-0-11 MS OFSIGN 5111E F%ClUSNf PROPEAtt 0F ABNOU 5pN CONNNa TCOEFOE—ALL FRNi$RJ IR USE 0R REFEObLCfgN AAE FESFEVE< e _JRZ — =7 i i Sign gam 25 I xm� - ... PROPOSED WE- � yl x f' I �II 11Iim,l _ " ° 1 0 SP FESTIVAL MALL z x4 In. Proposed Stop&Shop Superarket m Store#406 \ _ _ � J V S'11U t\ Layout and Materials Plan c-2 r - LAW OFFICES OF MICHAEL FORD ATTORNEYS AT LAW 72 MAIN STREET, P.O. BOX 485 WEST HARWICH, MA 02671 TEL. (508)430-1900 FAX (508)430-9979 lawofficeofmichaelfordgverizon.net MICHAEL D.FORD JEFFREY M.FORD Town of Barnstable March 11, 2012 Town Perry/Building Inspector 200 Main Street, Hyannis, Massachusetts 02601 RE: Atlantis Development LLC - Stop & Shop Amendment to Sign Permit Dear Mr. Perry, As discussed and agreed upon at out last meeting, Atlantis Development LLC / Stop & Shop is going to install a second Pylon on Attucks Lane. As a result, they will be amending their currently approved sign permit by removing 4' square feet of the permitted 30 square foot Pylon on Route 132. 1 have attached a copy of this amended plan for your file as requested. The building signage will remain unchanged from what was previously approved. Please let me know if you have any questions or need anything further from our office regarding this amendment to the Pylon sign. Very truly yours Jef ey M. F , Esq�j CC: Clients Attached please find: • Plan showing Pylon on Route 132 at 26 square feet prepared by Agnoli Sign Company A44L-ick-5 _ 9'-6" 6-- SIDE VIEW (NOT TO SCALE) PAINT TO MATCH DRYVfT FOR ILLUSTRATION PURPOSE ONLY POWDER TAN 398A LAMP LIGHTING a - WHITE METAL SIGN CABINET \ WITH GE SOLARGRADE LAMP---' LAMP Stop&Shop LEXAN SIGN FACES 1 1 Pharmacy —___PAINT TO MATCH DRYVIT PEARL 455A CV T k MASONRY UNITS } 6 TO MATCH BLDG iu"X 10"Ell . 26 SQ FT SC!STEEL POLE --►I 16" SCALE:1/2"-1'-0" DATE 7-23-11 CAO Pi SUPER STOP&SHOP �E SUPER STOP&SHOP NEW DF NON-ILLUMINATED PYLON WITH HOOD LIGHTING e 1111 H A HYANNIS,MA QUINCYINCY,MA IN�8-25-11 JMC gUWPp COOF {�E NO. 10 DATE _-11 HYANNIS,MA$t406 ELEVATION.PLT/CDR/MA/STOP a SHOP u406 REV 2—DATE 66-12 RAtESffASOM CHRIS onAwN Rn MARIANNE A0.EV 4.30-12 LV 11R GESpN R IIR FY315IvF iAO1EAtt v A6NpI1 SIGN C_-AJCO RATED ALL.-RJ USE OR REPAODLClION ARE RESERVED HYANNIS, MA #406 Stop&Shop N.X t I„ 1 i Xif\C\� IlTffil \V I ?1\T\\'11ti��ift IT, '_ 11� Lil ! 1J E ' i ia- FRONT ELEVATION HALO LIT _ HALO LIT HALO LTI R3'.7 3'-8' 1 —_ 7I— R • --�I �0 ���� welcome �, �Itlzens Ban m Parma ��F, HALO LIT CHANNEE LETTERS r. Id''V2'2,XPURPLE.0 SRNWI-IFTTERS MOUNTED ON A Rk% BR%WTE WHITE AIVMEWM PANEL BENT INTO HALO Ur CHANNEL LETTERS FOR 74'W 33-fl41� A PAN d BRACKETED W WALL HALO-UT CHANNEL LETTER WITH WHITE PLEX FACES, .375 RELIEF ON TRANS VINYL, 3 ROWS LED.,WHITE TRIM,WHITE RETURNS AND CLEAR IF%AN RACKS FRONT' LOGO SJ'R•I! FROM FROM FRONT SCALE: WIE 7-23-11 "��"'�" SUPER STOP&SHOP swe:SUPER STOP&SHOP FnoM FROM 0`-1'-D" REv g_ll_➢ HANCOCK ST HYANNIS,MA fROM IRON MTE FnG _ DIAL OF ALL OUINCY',MA FRpHT FRONT SQUARE REV B-25-11 fROM FROM FOMGESR. �� JNK TMAN7Hr GODk SCRf NO mw 69.85 SO FT RnAATE Ls26-12 HYANNIS,MA OQ6 ELEVATION.PLT/CDR/MA/STOP&SHOP tt FAONF FROM NOTES: REV 3Q7-2 406 FROM FROM DATE JG31MI 2 ,CHRIS �' MARU+NNE FAOM FRONT REV -30.2 itOM FROM DATE LV 1165 DESY.N 61MF EROIILVE 11ro1FFiY Of Afi Jtl SpN COMNfY INNRRORNED ALL PIGHIS 101 USE OA IF�gK110N AAE IESEPrtD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 4 Map Parcel TOWN OF BARN§t?bication # Health bivision Date Issued 20112 APR 12 AM in* 16 Conservation Division Application Fee �. Planning Dept. Permit Fee O t Date Definitive Plan Approved by Planning Board n � � - Historic OKH _ Preservation / Hyannis Project Street Address _ Village 1 Owner `i�D Address Telephone Permit Reques� i Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio coO 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 ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Pc\"01 Ic� � t ('�"1 r e Telephone Number l0 7 l 5 Address 20��,� 1 ��l _ License# (CYS Srn ko(76( 13 ®z 79S Home Improvement Contractor# Worker's Compensation # e.TLJC 3SO`� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE `( I t Z ( t 7 "r :f FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. t ADDRESS VILLAGE r OWNER w , DATE OF INSPECTION: t FOUNDATION) . ra FRAME 1 1 INSULATION. R� FIREPLACE ELECTRICAL: ROUGH FINAL—* ? PLUMBING: ROUGH FINAL GAS: ROUGH 3.. + : . FINAL FINAL B.UILDINGlv_, - :- DATE CLOSED OUT { . ASSOCIATION PLAN NO.- Y ti ��trti Town of Barnstable o� Building Department - 200 Main Street RARNSTLE " , * Hyannis MA 02601 9 MASS. 1639. (508) 862-4038 Certificate of Occupancy Application Number: 201202118 CO Number: 20120096 Parcel ID: 274008B00 CO Issue Date: 07/23/12 Location: 425 ATTUCKS LANE Zoning Classification: BUSINESS DISTRICT Proposed Use: COMMERCIALLY ZONED DEV LAND Village: BARNSTABLE Gen Contractor: WALSH, PETER Permit Type: CC00 CERTIFICATE OF OCCUPANCY COMM Comments: CITIZENS BANK IN STOP & SHOP Z Building Department Signature Date Signed TOWN OF BARNSTABLE Bpihding'.*�',' 201202118 BARNSTABLE, Perm • * * i t Issue Date: 04/19/12 MASS. 94p,, i639• Applicant: WALSH,PETER rF0 MA't At Permit Number: B 20120843 Proposed Use: COMMERCIALLY ZONED DEV LAND Expiration Date: 10/17/12 Location 425 ATTUCKS-.LANE Zoning District B Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 274008B00 Permit Fee$ 682.50 Contractor WALSH,PETER i Village BARNSTABLE App Fee$ 100.00 License Num. 105591 Est Construction Cost$ 75,000 ! Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TENANT BUILD-OUT FOR CITIZENS BANK IN STOP&SHOP MARKE.T THIS CARD MUST BE KEPT POSTED UNTIL FINAL INTERIOR ONLY! INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: ATLANTIS IYANOUGH REALTY LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 960696 INSPECTION HAS BEEN MADE. BOSTON,MA 02196 Application Entered by: PR Building Permit Issued By: �--- THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART.THEREOF;EITHERTEMPORARILY OR PERMANENTLY. ENCROACHMENTS OPI PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE IURISDICTTON;' STREET OR'ALLEY GRADESAS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE. t OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS, THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THEAPPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION 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). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 j�� 2 2g 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health l OIA 00 OA �0 i Apr 10 . 2012 4: 17PM BARNSTABLE fire dept No . 3473 lii;_e 01) 0111ce - lii3llcldevBuil6ii� _...n,_._ 2.0:'0 ?11laa],7,St3..'t Flya3mis, -NI.A. 02601 (�08) 8G�_�'U17 TOW-1 O BARN STABLE L DUILDING CODS CO•MPLIANC ^ORf1y f' P 4. 9 Mans ca�e� 03 ao.-� rot' she p'opet, located at z�t ---R- ,aISO KfiOW a�_ Grt2�-'S �+�?� �TLfl*� nave been o�the. KBa;'r siv�:ls U COMM Gotult � Hyannis � i 3a:ns:aole =ire !�:,p�1� 1i �1i. T h"E :,,HART �=l_00/ iNDiCA I`S 5 T^TU5 0 T �EUiEVJ; TYPE OF coNS T Ruc�.ioN i3ocur�lirWT i N/A . ! R�c�N�C ; Ravi^vv�D , COMPLIES -; ". Narrative Report l 2. F irerlghting & Rescus Access ;. Hydrant Location &Watar Supply; I I t✓ �- f ✓ I 4. 5prinkisr Systems a. Sprinkler control Equiprnenl I I ✓ I 6, Sianopipa Systems ? ✓ I i 7. Standpipe Valve Locations l ✓ 1 { . i 8. Fire D2p2�Omani CorineCtior 9, =ire ?roisctive Signaling �ysiem i 1 I j 10. F.P.S,S.'&-Annunciaior vocation I ! } ✓ { I I I I 11. Smoke Goi�iroU�,xnaL'Si I. 2, Smoke control Equipmant Location 1 1a. Lrfe SafeiySyste,r Features ✓ ! ` I I � 14, Fire Extinguishing Systerns ✓ i I 1 15. F.E.S. Gontroi Equipment Location t 116. Fire Proiection Rooms I I � ✓ { 17, Fire ?roteciion Equipmenl Signs�s I j 18. Aiarn !ransmission Method �• µ �. 1.9. Sequance•of Operation Report I , 20, Accepiance Testing Cciiaria ! { I We believe :his aoc meni o ba eompiatia and comphant or t,`1e iss:Nance of a buildk permit. a��` 1-Vv-' �� vl�i'i °�' rW •`i r�C ieJa>>l ioi `✓ �ni�y pal Siti- and, Deileve �ri,a; withiP, TrIG SCO e �c� C�TIu) � U e 3C,XweDt 1.�� ii� occupy Ji he building per i1, the above:ISsues ar- in M7,11ll?inC3. r Town ofBArnstable ` Itegttlatory Services Thomas F.Geller,Director 9� 16 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 j j Property Owner Must Complete and Sign This Section E If Using A Buildez I, Atlantis Iyanough Realty LLC ,as Owner of the subject property hereby authorize M&H Construction to act on my behalf, in all matters relative to work authorized by this building permit: 425 Attucks Lane (Address of Job) "Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Atlantis Iyanough Realty LLC Signature of Owner Signature of Applicant Kay Chan,ManagerC1�V✓��S L Print Name Print Name f}�aLS� 201 �— Date QT0RM -0WNERPMtMSI0M 00U f . CONSTRUCTION CONTROL AFFIDAVIT (PRIOR TO ISSUANCE OF PERMIT) SS ON THIS 11TH DAY OF APRIL,2012,BEFORE ME,QUALIFIED FOR THE STATE OF MASSACHUSETTS,PERSONALLY APPEARED DONALD R.LONERGAN WHO,BEING DULY SWORN,DEPOSES AND SAYS THAT HE HAS SUPERVISED THE PREPARATION OF ALL THE DESIGN PLANS OF CITIZENS BANK —425 ATTUCKS LANE(STOP&SHOP),BARNSTABLE, MA AND THAT HE WILL SUPERVISE AND/OR CHECK ALL THE WORKING DRAWINGS AND SHOP DETAILS FOR CONSTRUCTION;AND WILL MAKE SITE OBSERVATIONS AT INTERVALS APPROPRIATE TO EACH 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 PERFORMED IN A MANNER CONSISTENT WITH THE APPROVED PLANS,AND THAT SUCH PLANS CONFORM TO THE CODES OF THE STATE OF MASSACHUSETTS,AND WILL REVIEW AND APPROVE THE QUALITY CONTROL PROCEDURES FOR ALL CODE-REQUIRED CONTROLLED MATERIALS. BEFORE SUCH BUILDING OR STRUCTURE IS PERMITTED TO BE USED OR OCCUPIED, THE LICENSED PROFESSIONAL ENGINEER AND/OR REGISTERED ARCHITECT WHO PREPARED AND FILED THE ORIGINAL PLANS AND WHO OBSERVED THE ERECTION OF THE BUILDING SHALL FILE AN AFFIDAVIT STATING UNDER OATH THAT THE PROVISIONS OF THE CODES HAVE BEEN FULLY COMPLIED WITH AND THAT THE BUILDING MEETS ALL THE REQUIREMENTS OF LAW FOR THE PROPOSED USE AND OCCUPANCY.ALSO,A E TO SUBMIT REPORTS,AT INTERVALS APPROPRIATE TO EACH STAGE OF CONSTR CTI , RELATIVE TO THE MATERIALS,PROCEDURES AND FURTHE ! B QUIRED IN CONNECTION WITH THIS JOB. �� �GNAR6 o.40 EM ,a ng' tur �&S ' Date SUBSCRIBED AND SWORN TO BEFORE ME THIS 11TH DAY OF APRIL.. 12. ,`aweoteeooa � n ` ��``���aPM�•��FO��t�`��i ' p(bLl e 0 *v 1, ?0�0igd _ •�� N - (Notary Public) • 'a''�,���1a°pB1i111usU����```J`� Commonwealth of Massachusetts Sheet Metal Permit Ma Parcel Date: s ' 1 Permit# o t� Estimated Job Cost: $ elo/ 000• Permit Fee: $ Plans Submitted: YES NO ✓ Plans Reviewed: YES NO Business License# ?__SS- Applicant License# 3 50 Business Information: Property Owner/Job Location Information: Name: (ZuAL rr✓1 AiR rylaac_s, 19 C, Name: SMf R$.SKte r��M Street: 28 3 9 CoNI-eC ST Street: L12!5 AITUC1 S 1_ XA— cp I 0 City/Town: ha_ap_o , Vw City/Town: Aa = Telephone: h M`' p p 91 -R�6-Q�6' Telephone: ,_60 - e��3-- 2-716 / Photo I.D. required/Co of Photo I.D. attached: -YES V NO taff I'itial ,, �i J-17 M-1-unrestricted license c J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept. Approval Institutional_ Other Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. Number of Stories: 9 Sheet metal work to be completed: New Work: Renovation: A-n/S�c. sy HVAC V Metal Watershed Roofing Kitchen Exhaust System V (By Aa"S77M �2g J Metal Chimney/Vents L Air Balancing Provide detailed description of work to be done: - � � I2 - 0,2--lI NSURANCE COVERAGE: 1 have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes L-U/'`o ❑ f you have checked Xp&, indicate the type of coverage by checking the appropriate box below: k liability insurance policy. []/ Other type of indemnity ❑ Bond ❑ )WNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Aassachusetts General Laws, and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent ly checking this box0,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and ccurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be 1 compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection Date N Comments Type of License: y aster itle ❑ Master-Restricted ityfrown ❑Journeyperson Signature of Licensee � ermit# ❑Journeyperson-Restricted License Number: :e$ ❑ Check at www.mass.,gov/dRI spector Signature of Permit Approval i - • BARNWABLE, • 039. Town of Barnstable �plED Ma+" Regulatory Services Thomas F.Geiler,Director 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 Property Owner Must Complete and Sign This Section If Using A Builder I, , as Owner of the ct property hereby authorizeAx, 5 act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) W3S1 Signature of Owne Date Print Name J If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. Q:\WHILESTORMS\building permit forms\EXPRESS.doc Revised 051811 4 �tHE'° Town of Barnstable ®-^ Regulatory Services BAMST" Mass Thomas F. Geiler,Director 16 .�1. Building Division Tom_Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption.for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building ep rmit. (Section 109.1.1) , The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. R HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as"supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit formS\EXPRESS.doc Revised 051811 5K, 1&a»zirr �2a�ecrll�,� 1a��t�6e�fd reel 6, 111 v' /ale ixe x6�ial �lJe�aXbiizeo2f� luxe �e%�a�c�J - � CY PERMIT City or Town: Barnstable __ Date: 05/09/2012 In accordance with the provisions of Chapter 148 MGL as C.82S.40MGL i provided in Section 10A this permit is granted to: DIG SAFE NUMBER Name: Stop and Shop Start Date Address: 425 Attucks LANE /Barnstable, MA 02630 for permission to:. For permission to install a hood ductwork and .upblast equipment for a ho-o-d-suppression system at 425 Attucks Lane Barnstable Restrictions: Must be installed in accordance with NFPA 17A and NFPA 96. Acceptance testing to be witnessed by the fire department at: 425 Attucks LANE /Barnstablef MA 02630 Fee Paid $ 25.00 vr? ar 04*4p Fire Chief This permit will expire on: 08/09/2012 THIS PERMIT MUST BE CONSPICUOUSLY POSTED UPON THE PREMISES .j , FIRE DEPARTMENTS OF THE TOWN OF BARNSTABLE Fire Prevention Office - Hinckley Building 200 Main Street, Hyannis, MA 02601 (508) 862-4097 BUILDING CODE COMPLIANCE FORM Plans dated C -07 Ia for the property located at 4a6 ATwcAcS LANE 1Att0%%1M%e also known as have been reviewed by y�S� of the Barnstable ❑ COMM ❑ Cotuit ❑ Hyannis ❑ West Barnstable Fire Department. THE CHART BELOW INDICATES THE STATUS OF THE REVIEW: TYPE OF CONSTRUCTION DOCUMENT N/A RECEIVED REVIEWED COMPLIES 1. Narrative Report 2. Firefighting& Rescue Access 3. Hydrant Location &Water Supply 4. Sprinkler Systems 5. Sprinkler Control Equipment oe 6. Standpipe Systems 7. Standpipe Valve Locations 8. Fire Department Connection . 9. Fire Protective Signaling System 10. F.P.S.S. &Annunciator Location 11. Smoke Control/Exhaust 12. Smoke Control Equipment Location 13. Life Safety System Features 14. Fire Extinguishing Systems 15. F.E.S. Control Equipment Location 16. Fire Protection Rooms 17. Fire Protection Equipment Signage 18. Alarm Transmission Method 19. Sequence of Operation Report 20. Acceptance Testing Criteria We believe this document to be complete and compliant for the issuance of a building permit. ,❑ We have completed the acceptance testing for the occupancy permit and believe that within the scope of the building pertnit, the above issues are in compliance. -Sbw� /uAeyo�c ARKc:00L`t (L0%7*((- F7-XK) Ot 1`10� SUPMI&Iaij Signature '(HETp��� Town Of Barnstable Building Department - 200 Main Street BARNSTABLE, * H ya n n is; MA 02601 9�A 1639. A,�`� (508) 862-4038 rFo�no'� Certificate of Occupancy Application Number: 201106620 CO Number: 20120088 Parcel ID: 274009BOO CO Issue Date: 07116/12 Location: 425 ATTUCKS LANE Zoning Classification: BUSINESS DISTRICT Proposed Use: RETAIL & SERVICE STORE SMALL Village: BARNSTABLE Gen Contractor: MCGLINCHEY, MARK F Permit Type: SC00 CERT OF OCC SPECIAL PROJ. CM Comments: STOP & SHOP 7 2 Building Department Signature Date Signed t tl♦E TOWN OF BARNSTABLE 201106620 P itLfilding BAxNSTABLE, Issue Date: 01/17/12e rm 9 MASS. �pArt6 3�A�� Applicant: MCGLINCHEY,MARK F Permit Number: B 20120085 Proposed Use: RETAIL&SERVICE STORE SMALL Expiration Date: 07/16/12 Location 425 ATTUCKS LANE Zoning District B Permit Type: SPECIAL-PROJECT NEW COMMERCIAL Map Parcel 274009B00 o Permit Fee$ 44,373.70 Contractor MCGLINCHEY,MARK F , - Village BARNSTABLE App Fee$ 150.00 License Num 87596 Est Construction Cost$ 4,876,231 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND BUILDING PERMIT FOR NEW CONSTRUCTION OF A NEW STOP&S HOPfHIS CARD MUST BE KEPT POSTED UNTIL FINAL 6 SUPERMARKET AND SITE IMPROVEMENTS INSPECTION HAS BEEN MADE. WHERE A " CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: ATLANTIS IYANOUGH REALTY LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P O BOX 960696 INSPECTION HAS BEEN MADE. �! BOSTON,MA 02196 Application Entered by: TP Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK.OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST.BE.APPROVE6 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. _ RESTRCTIQNS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION 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. ' I WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. I, 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). ' max "'M W BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 �✓�� /�e�� � Z`f �Z G , ✓ - 2 0 2 a�ci 271114 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 "�' ' o rd of ealth : � 1c a oqi- }SPi�.xc�tt oK DrSRU®®A: ENG�MIN EE CONSULTING ENGINEERS D M BERG CONSULTANTS, P.C. PRINCIPALS 100 Crescent Road,Suite 1A SERVING,THE INDUSTRY SINCE 1 eea Thomas G.Heger,PE,LEED AP Needham,MA Ali R.Borojerdi,PE,LEED AP 02494-1457 David A Berg,PE - p 781 444-5156 Peter M.Shedlock f 781 444-5157 www.dmberg.com ASSOCIATES William H.Barry,PE June 1, 2012 Town of Barnstable Building Division 200 Main Street Hyannis, MA Attn: Building Commissioner, Mr.Thomas Perry STRUCTURAL FINAL CONSTRUCTION CONTROL AFFIDAVIT PROJECT LOCATION: lyannough Road &Attucks Lane Hyannis, MA 02601 NAME OF BUILDING: Super Stop and Shop No.406 SCOPE OF PROJECT: 'Structural design of single story with partial basement food store. DM Berg Consultants, P.C. certifies that, based upon certain construction review procedures and certain observations made, to the best of our knowledge, information and belief, it is our professional opinion that the Project has been constructed in general conformance with our design intent,,["certifies" means to state or declare.a professional opinion of-conditions whose true,properties cannot be known at the time such certification was made, despite,appropriate professional evaluation]. A"design professional's certification Of conditions'4in.no way.relie'ves any.other.party from meeting requirements imposed by contract or other means, including commonly ustry.standards. +x THON4A��. HEGER. 36W4 Thomas G. Heger #35084 [Engineer's Typed Name&Number] On this 1st day of June, 2012,. before rTl'e, the undersigned notary public, personally appeared Thomas G. Heger, P.E. J (name of document.signer), proved to me through satisfactory evidence of identification, which was a valid MA Driver's License, to be the person whose -name is signed on the preceding or attached document in my presence. 3 t PETER M. SHEDLOCK k g; Notary Public .. (nfflclaj signature arid.seal of notary) .` ® w j�r '. ; ,• COMMONWEALTH OFMASSACHUSETTS _ : S`� 'COmmission ex fires_: G/6�:.Z9 �DGro r My Commission Ex{ilres y p v July 29, 2016 ro'1 T•,i 0a-t ssU i t 4nt i t 47nnaloca.doc r, Design•Analysis•Forensics•Construction Administration•Structural Tests and Inspections Peer Reviews•Feasibility Studies•Historical Preservation•Building Envelope•Specialty o �riflzn ARCHITECTS Date: June 12, 2012 To: Mr. Thomas Perry Building Commissioner Town of Hyannis 200 Main Street Hyannis,MA 02601 , Re: Architects Construction Completion Affidavit Stop & Shop 425 Attucks Lane Barnstable,MA Note: Address as recorded for fire response by: Barnstable Fire Department Attn: Deputy Chief Pulsifer 3249 Main Street, P.O. Box 94 Barnstable, MA 02630 Permit# 20120085 Dated: January 17,2012 Architect: Scott/Griffin Architects, Ltd. 880 Main Street Waltham, MA 02451 (781) 693-7400 Comments: The supermarket building noted above has,to the best of our knowledge,been built in accordance with the approved drawings and specifications. This project meets the requirements of the 8th Edition of the Massachusetts State Building Code, its referenced codes, and The Town of Hyannis Local Codes as applicable and is ready for occupancy byAn . Signature: QSc, O�,P Q� WALTHRM Thomas P. Scott, AIA goy MA Scott/Griffin Architects, Ltd. OF S6a� On this 12t`day of June,2012 before me the undersigned notary public,personally.appeared Thomas P. Scott,proved to me through satisfactory ev�dence o "dentification,to be the person whose name is signed on the document,and who swore or armed to me"that th affirmed e c tents of the document are truthful and accurate to the best of his knowledge and belief. (Offici signature d a of notary) My c ission e- p' -,J bvn e 'La 2d i& Commonwealth of ssachusetts In the county of Middlesex 880 Main Street,5th Floor,Waltham,MA 02451 www.sga-architects.com t. 781.693.7400 f. 781.693.7350 ,e 0 Griffith & Vary, Inc. 12 Kendrick Road Wareham, MA 02571 (T) 508-295-0050 (F) 508-295-0003 Mechanical Construction Control Affidavit at Project Completion PROJECT NUMBER 11041.00 PROJECT TITLE Stop & Shop Supermarket No. 406 PROJECT LOCATION lyannough Road & Attucks Lane, Hyannis, MA NAME OF BUILDING Super Stop & Shop Supermarket NATURE OF PROJECT New Store Construction In accordance with paragraph 107.6 of 780 CMR, the Massachusetts State Building Code, I, Wayne E. Mattson Massachusetts Registration Number 41546 being a registered professional Engineer, hereby certify that I, or my designated representative, have periodically observed the work associated with the Mechanical System aspects of the project referenced above, in compliance with Section 107.6 of The Commonwealth of Massachusetts State Building Code. This affidavit applies only to the HVAC Systems and Plumbing Systems. Based on our observations, and with the exception of the completion of punch list items, to the best of my knowledge, information and belief, the project is in compliance with the drawings submitted for permit. 1N OF Mgss9c WAYNE E. yGs� MATTSO,N N1 1 .41546 5-e L41 Engineer Date AL. Sub ribed and swor before me this �4 Day of 2012 Notary Pu i -:� Expires TANYA LEE TORRES y Notary Public cR 1 OOMMWNWEALTH OF MIASSACHUSETTS My COmrraseion Expires 1!lovarnber,18,22016 �A Electrial Engineers FINAL CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER PROJECT TITLE SUPER STOP & SHOP #406 PROJECT LOCATION IYANOUGH ROAD, ROUTE 132, HYANNIS, MA NAME OF BUILDING SUPER STOP & SHOP #406 SCOPE OF PROJECT New Supermarket Building In accordance with Massachusetts State Building Code, I, Lawrence A. Farrer, Registration No. 30388, being a Registered Professional Engineer, hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: ELECTRICAL For the above named project and that, to my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code and all acceptable engineering practices for the proposed project. I further certify that I, or my designated representative, have performed the necessary professional services and was present on the construction site on a regular and periodic basis to determine that the work was proceeding in accordance with the documents approved for the building permit and was responsible for the following as specified: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals, which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Was present 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 performed in a manner consisterit with the construction documents. Upon completion of the work, I herewith sub it a final re rt, ith the o' t pun IF attached hereto, as to the satisfactory comp) ion and ea ' ess of oject A. Signature On this 11 th day of June, 2012, before me the undersigned notary public, personally are REN Lawrence A. Farrer, proved to me through satisfactory evidence of identification, to bye t deb p whose name is signed on the document, and who swore or affirmed to me that the come • 3 @- document are truthful and accurate to the best of his knowledge and belief. (o Icial signature sea, otary) My commission expir s _ v �r�S MICHAEL CERUNDOLO ublic Commonwealth of Ma u etts W - -Notary f Ma Commonwealth ot.Massachusetts In the County of Suffolk my CommissanExpires Engineering Advantage, Inc. 2 Park Street Boston, Massachusetts 02122 617/288-3969 Fax 617/825-8922 � 24'HOUR atinam13 SERVI,C . t Protection 6 Services, LLC Protecting homes and businesses every day To: Thomas Perry,Building Commisioner ' 200 Main Street Hyannis,MA 02601 Re: Stop & Shop 425 Attucks Lane Barnstable, MA 02630 Subject: Final Sprinkler System Affidavit P.F.P Drawing: SP-1, SP-2 Date: ' June 12,2012 This letter shall serve as a Final Affidavit for,the above-referenced building and that to the best of my knowledge, the provisions of the building code have been complied with and the area of work meets all necessary requirements for the proposed use and occupancy. N OF S 0�►�' MICHAELJ. !/ c DIMEO Signature Q No'32201 Fire Protection Subscribed and sworn to before me the 12t. day of J�r':e 2!'';A =PAULA RIEURblicASSACHUSETTSary PUbh Expires2017 My Commission Expires: January 27, 2017 855.99PLATINUM 1774.319.5235 1 Fax 774.319,5236 I PO Box 764, Westport, MA 02790 1 www.platinumfireprotection.com r � 2 H4 OURS atinum SERVI, 0 p Protection & Services, LLC Protecting homes and businesses every day To: Thomas Perry,Building Commisioner 200 Main Street Hyannis, MA 02601 Re: Stop & Shop 425 Attucks Lane Barnstable;MA 02630 Subject: Final Sprinkler System Affidavit P.F.P Drawing: SP-1, SP72 Date: June 12,2012 This letter shall serve as a Final Affidavit for the above-referenced building and that to the best of my knowledge, the provisions of the building code.have been complied with and the area of work meets all necessary requirements for the proposed use and occupancy. ��SN OF O MICHAEL J. DIMEO ^` � Signature 0 No.32201 c, Fire P►+ote0on Subscribed and sworn to before me the _12th day of June 201.2:1- =VARIEURIEURicC SACHUSETTSotary PubUI) xpires017 My Commission Expires: January 27, 2017 855.99PLATINUM 1774.319.5235 1 Fax 774.319.5236 I PO Box 764 Westport, MA 02790 1 www. latinumfire rotection.com p - p p r Start-Up Inspection For GENERAC" Generac Power Systems Industrial Product WMI Dealer Information Technician Information Dealership Name i Name Authorized Services of New England iKeith Grondines , Account# Tech ID# 10019902 486333 Address Phone# 410 Forest Street 339-221-2272 E-mail Address Marlborough, MA 01752 kgrondines@asne.com Phone# — 888-890-9886 ANE#ANE0007752 Owner Information Installing Contractor Information Company Name Company Name STOP & SHOP Name and Title of Individual Responsible for Equipment Project Manager/Site Supervisor i MARK McGLINCHEY i MARK McGLINCHEY E-mail Address — i E-mail Address Address Address 425 ATTUCKS LANE 425 ATTUCKS LANE HYANNIS MA. 02601 HYANNIS MA. 02601 Phone# T I Phone 4 860-883-2716 � 860-883-2716 Site Information Facility Name Utility Voltage STOP & SHOP 277/480 Address Size of Utility Disconnect 425 ATTUKS LANE 800 External Components ` HYANNIS MA. 02601 (Transformers,UPS,Load Factor Correction,etc.) • El Yes Xi No If Yes,please list components: g GPS Coordinates Application SDBY El MPS El Prime Power I Stand Alone Date of Start-up —,------- ^— Jun 1,2012 Part No.067377 rev.E/Printed in USA 02/11/10 ©2010 Generac Power Systems,Inc.All rights reserved. Specifications are subject to change without notice Engine Information Generator Information E172A 101111 3140137 13731550100 Serial#: Model#: _ 2113551 Alternator Information Serial#: N/A Serial #: PRE-START CHECKS k Block heater is operational (feel heater discharge hose for Inspect for the following: heat, and listen). xI No freight damage(components tight,straight,etc.) Reminder: Battery charger is operational(refer to WI606-8-S) Freight damage is the responsibility of the shipper and should Visually inspect entire area looking for loose papers, plastic have been noted on delivery. wrappings, leaves, anything that may blow around and get xi Manuals present caught in radiator or alternator and remove them. Unit secured to pad. E] Verify all,AC electrical connections are tight at the circuit x' Remove fuse(s)from generator control panel. breaker and transfer switch. 13.1 Proper belt alignment and tensions. Battery charge DC voltage present. VDC M Governor rod/throttle movement and clearance. x Battery charge DC amperage present. 1.1 Amps ED Fluid levels(oil,coolant,battery(ies),governor,etc.). ®x_ Inspect louvers;check mechanical linkages,verify proper Connect a gas manometer to the inlet side(1/8"pipe plug)of operation(open/close manually). Ensure properly wired to the secondary regulator for monitoring purposes. engine run relay to ensure louvers open when unit starts. Correct fuel and exhaust plumbing(see installation manual for E] Check all hoses,clamps,fittings for leaks or damage. sizing/connections). ®x Check all electrical connections on the generator;wiring,wire Remove cable tie from rain cap. ties,clamps,terminal ends,connectors;tighten or repair as Q Adequate air flow and ventilation. necessary. 0 Correct AC wire sizes and connections(verify with electrician). ©x Check all electrical plugs throughout the generator.Ensure 1 Correct DC and communication wire sizes and connections each plug is seated correctly and fully inserted into its (verify with electrician) (Routed separately from AC wires per receptacle. manufacturer recommendation). MPS System:Verify panel type in Genlink-DCP under CE Proper size battery(ies) per customer order. "Regulator Settings Configuration menu"(i.e.PM-PC, PM-GC, E] Block heaters,battery charger,etc.properly matched with utility PM-SC, etc.) supply voltage per customer order. Enable Manual Backup Mode. ©x Verify electrical connections made at battery charger&block MPS System: PLS Installed? EJ Yes No heater. If YES, Enable Automatic with PLS Backup Mode. El Verify remote start Wires 0& 183 are pulled and connected inside lower control panel of generator and inside transfer NAT GAS switch. Fuel type: ®x- Verify communications wires(RS-485),and power wires(for RAP/RRP)are pulled and terminated correctly inside control PREPARATION FOR STARTUP panel, remote annunciator,and transfer switch. Using Genlink-DCP save the units configuration(.xml)file. WARNING:reversed polarity of DC power lines to Inside the transfer switch set the maintenance disconnect annunciator will cause damage to annunciator and/or switch to"MANUAL"position. engine control panel...NOT WARRANTABLE! x Bleed the fuel system of air(prime diesel system). Verify the AUTO/OFF/MANUAL switch is in"OFF"position. Open the generator's main line circuit breaker. Connect battery(ies)-positive cable first, then negative. x Gaseous Unit: Record the inlet static gas pressure at the rXI Re-insert the generator control panel fuse(s). secondary regulator with a manometer. Invert Digital Output 0 Using Genlink-DCP&RS232 download XML file and save to Channel 2(Run Circuit)through the operators interface. your computer. Gaseous Static fuel pressure: 5X' Grounding rod installed. M Close the AC circuit breaker to block heater and battery 10 charger. Inches W.C./PSI �= Part No.067377 rev.E/Printed in USA 02/11/10 ©2010 Generac Power Systems,Inc.All rights reserved. Specifications are subject to change without notice Overcrank Check: 0 Test ALL automatic shutdowns(low oil pressure,low coolant level, high coolant temperature, and overspeed).See study Test the overcrank circuit. guide for procedure or contact service. Gaseous Units: Disable both the run and cold start fuel system. � Engine coolant temperature(hot running): Disconnect the run circuit(wire 14/219)at the fuel solenoids; 195 degrees disconnect the crank circuit(wire 56)at the cold start fuel solenoid. 76 Engine oil pressure(hot running): PSI Diesel Units: 17x Check for coolant,fuel,oil, and exhaust leaks and open louvers. Non-CANbus Units- Disconnect the Governor driver(in the connection box). Complete the following: CANbus Units—Disconnect both the Cam and Crank sensors E Close the generator's main line circuit breaker. (disconnect the plugs). Check for proper voltage and phase rotation at(each)transfer With the fuel system disabled, place the AUTO/OFF/MANUAL switch. switch in the"AUTO"mode. Close the 2-wire start circuit Load Generator against LOAD BANK. (Wires 0(178)and 183)at the transfer switch connections to Calibrate Current Channels at 50%load make the unit complete its full crank/rest cycle and latch out on Current readings before calibration: a"Shutdown Overcrank"condition. N/A N/A N/A Actual(meter) A B C Number of crank cycles completed 3 Display A N/A B N/A C N/A RUNNING CHECKS Current readings after calibration: Gaseous Units: N/A N/A N/A Actual(meter) A _ B C ❑ Cranking fuel pressure 9 Inches W.C./PSI Display A N/A B N/A C N/A Running WITHOUT load fuel pressure: MPS Units: 10 Inches W.C./PSI El Calibrate Bus voltage. 13.8 Bus voltage before calibration: E] Check DC alternator output Volts: N/A N/A N/A 2.0 Actual(meter) A-B B-C C-A Amps: N/A N/A N/A Display A-B B-C C-A 60 rXI Record No-load HZ: Bus voltage after calibration: F1 Calibrate Generator AC output voltage. N/A N/A N/A Actual(meter) A-B B-C C-A No-load voltage before calibration: N/A N/A N/A 481 480 480 Display A-B B-C C-A Actual(meter)A-B(A/N) B-C(B/N) C-A(A/B) 480 479 479 Run Unit against Load Bank at full rated load. Display A-B(A/N) B-C(B/N) C-A(A/B) Record full load voltage. No-load voltage after calibration: 481 480 479 481 480 480 A-B(A/N) B-C(B/N) C-A(A/B) Actual(meter)A-B(A/N) B-C(B/N) C-A(AB) 480 Display A-B(A/N)480 B-C(B/N)479 C-A(AB 479) Target voltage: Part No.067377 rev.E/Printed in USA 02/11/10 ©2010 Generac Power Systems,Inc.All rights reserved. Specifications are subject to change without notice Record Full Load Current(amperage): Other Configuration Settings A 28 B 19 C 28 Regulator Settings: AVR Dump Improve l Yes rl No Governor Settings: Unit Rated Current- 100 kVA 8 P.F. Dump Enable r-111 No Dump xi Dump Record full load kW in display: Site Load 21 kW Ell Dump and Hold x; Record full load kVA in display: Site Load 20 kVA De-synch Offset: 0 Hz ®x- Record full load kVAR in display:0 kVAR Power Factor against Using Genlink-DCP& RS232, use the reports menu and save Load Bank at Full Load:Site Load 1.00 the following files: Site Load 60 Alarm Log;Event Log, Configuration Settings ®x Full load frequency: Hz P51 Using Genlink-DCP save the units configuration(.xml)file. x, Full-load Engine RPM: 2334 RPM ' Gaseous cr Bi-fuel Units:Record fuel pressure at Regulator inlet(under full-load): 9 Inches W.C./PSI If the unit requires adjustment to the PIDs for either Governor or Voltage record the changes here. Governor F;I.D.settings prior to adjustment: KP 75 KI 150 KID 35 Governor P.I.D.settings after adjustment: KP 75 KI 150 KD 35 AVR P.I.D.settings prior to adjustment: KP 50 KI 50 KID 30 AVR P.I.D.settings after adjustment: KP 50 KI 50 KID 30 MPS Units Synchronizing P.I.D.Settings Before adjustment KP N/A KI N/A KID N/A GAIN N/A MPS Units Synchronizing P.L.D.Settings After adjustment KP N/A KI N/A KIDN/A GAIN N/A Part No.067377 rev.E/Printed in USA 02/11/10 ©2010 Generac Power Systems,Inc.All rights reserved. Specifications are subject to change without notice TRANSFER SWITCH TIMER&SENSOR SETTINGS Transfer Switch Information 95% Voltage Pickup(UVB): Model#: 0006652 Voltage Dropout(UVB): 90% _ Line Interrupt Delay(UVB):0 Serial#: 6969545 0 Engine Warm-up Time: Eng.Minimum Run Time: 5 MIN Complete the following: 10 MIN Return to Utility Delay Time: With both sources disconnected, manually transfer the switch Engine Cool-down Time: 5 MIN a number of times to each position:check for smooth, non- Standby Voltage(GTS) binding operation. Load Accept Voltage(HTS):95% Ix Check for proper voltage and phase rotation in transfer switch. Standby Frequency(GTS) Voltage: Load Accept Frequency(HTS): 90% Signal Before Transfer Time:0 A-B(A/N)490 B-C(B/N)486 C-A(A/B)485 Time Delay Neutral Time: 0 Switch Voltage/Phase(HTS): N/A Load amperage: Allowable Deviation(HTS):+ N/A N/A A l B 2 C 1 Hysteresis N/A Exercise Day(s):TUES. Phase rotation: Time of Day: 9:00 AM AM/PM Generator: CBA FUNCTIONAL TEST OF GENERATOR& Utility: CBA TRANSFER SWITCH SYSTEM Place the Generator and Transfer Switch in Auto x' Close the generator MLCB GTS/CTTS type Transfer Switches: Open the Utility Disconnect PT Check for proper dip switch settings in transfer switch. Time to start generator and El Check the 2-wire start connection. transfer to customer Load 10 seconds n Set all timers and sensors and record below.' n Set the Exercise Time/Day—record below. X. Check control panel—record values against customer load Calibrate Utility Voltage Sensing Board. Customer Load: HTS/MTS Transfer Switches: El Check communication wire(RS485)and/or 2-wire start. 1 kW 0 kVA0 kVAR 1.0 PF Note:Make sure the RS485 or 2-wire start wires are run in- separate conduit. Voltage against Customer Load: 485 Communication NO Parity TWO Stop Bits 480 479 479 Control Panel—MASTER—Baudrate N/A A-B(A/N) B-C(B/N) C-A(A/B) Switch—Baudrate N/A Current against Customer Load: Slave Address N/A MPS System MTS Switch(es)—ensure 120Vac Power from A .7 B 1.7 C 1.2 service panel to switch. El Using Genlink set all timers,sensors,etc. Functional test of Generac supplied accessories(i.e.—remote annunciator, remote relay panel,Genlink,modem, etc.) Part No.067377 rev.E/Printed in USA 02/11/10 ©2010 Generac Power Systems,Inc.All rights reserved. Specifications are subject to change without notice f TRANSFER SWITCH TIMER&SENSOR SETTINGS Transfer Switch Information 95% Voltage Pickup(UVB): Model #: 0006652 Voltage Dropout(UVB): 90% Line Interrupt Delay(UVB):0 Serial #: 6969546 — Engine Warm-up Time: 0 Eng.Minimum Run Time: 5 MIN Complete the following: Return to Utility Delay Time:10 MIN 0 With both sources disconnected, manually transfer the switch Engine Cool-down Time: 5 MIN a number of times to each position:check for smooth, non- Standby Voltage (GTS) binding operation. Load Accept Voltage (HTS):95% 0 Check for proper voltage and phase rotation in transfer switch. Standby Frequency(GTS) Voltage: Load Accept Frequency(HTS): 90% Signal Before Transfer Time:0 A-B(A/N)490 B-C(B/N)486 C-A(A/B)485 Time Delay Neutral Time: 0 Switch Voltage/Phase (HTS): N/A Load amperage: Allowable Deviation (HTS):+ N/A N/A A 27 6 B 25 C 18 Hysteresis N/A Exercise Day(s):TUES. Phase rotation: Time of Day: 9:00 AM AM/PM Generator: CBA FUNCTIONALTEST OF GENERATOR& Utility: CBA TRANSFER SWITCH SYSTEM Place the Generator and Transfer Switch in Auto El Close the generator MLCB GTS/CTTS type Transfer Switches: Open the Utility Disconnect X' Check for proper dip switch settings in transfer switch. Time to start generator and M Check the 2-wire start connection. transfer to customer Load 10 seconds El Set all timers and sensors and record below. F77 Set the Exercise Time/Day—record below. x Check control panel—record values against customer load Calibrate Utility Voltage Sensing Board. Customer Load: HTS/MTSTransfer Switches: U Check communication wire(RS485)"and/or 2-wire start. 21, kW 20 kVA0 kVAR 1.0 PF Note:Make sure the RS485 or 2-wire start wires are run in separate conduit. Voltage against Customer Load: 485 Communication NO Parity TWO Stop Bits 280 479 479 Control Panel—MASTER—Baudrate NIA A-B(A/N) B-C(B/N) C-A(A/B) Switch—Baudrate N/A Current against Customer Load: Slave Address N/A A27.6 626.4 C 16.5 MPS System MTS Switch(es)—ensure 120Vac Power from service panel to switch. ` Using Genlink set all timers,sensors, etc. Ix Functional test of Generac supplied accessories(i.e.—remote annunciator, remote relay panel, Genlink, modem,etc.) { Part No.067377 rev.E/Printed in USA 02/11/10 ©2010 Generac Power Systems,Inc.All rights reserved. Specifications are subject to change without notice rown-a '`.•,S"� CTUtRAL ENGINE CONSULTING ENGINEERS PRINCIPALS 100 Crescent Road,Suite l A C M BERG CONSULTANTS, P.C. Thomas G. Heger, PE, LEED AP Needham, MA SERVING THE INDUSTRY1 SINGE 1963 All R. Boro'erdi, PE, LEER AP 02494-1457 David M. Berg, PE to 781 444-51 56 Peter M. Shedlock f 781 444.5157 --cimberg.com ASSOCIATES William H. Barry,PE April 17, 2012 Tom Scott, AIA Scott/Griffin Architects, Ltd. 880 Main Street, Fifth Floor Waltham, MA 02451 RE: STOP AND SHOP#406 HYANNIS, MASSACHUSETTS Subject: Revised Lightgage Metal Framing Submittal Dear Mr. Scott: We have received the Bay State Drywall, Inc. submittal including the following: • Shop Drawings SK-1, SK-2, SK-3, SK-4 and SK-5 with latest revision date of April 6, 2012 and stamped and signed by Edward M. Sabbagh, P.E. • Rev 1 design calculations prepared by Sabbagh Associates, Inc., dated April 6, 2012, and stamped and signed by Edward M. Sabbagh, P.E. We have examined the submittal with regards to the Structural Notes, Details and Sections and with regards to the structural interface with the primary building frame and find the submittal to be in general conformance with the Contract Documents with the following comment: 1. The revised submittal appears to address most of the issues we noted in our email of March 20, 2012. Further, we presume that since the shop drawings are stamped and signed by the design engineer, all iterns detailed in the shop drawings but with specific design calculations, have been reviewed and are acceptable to the design engineer. If you have any questions or comments, please do not hesitate to contact our office. Sincerely, DM BERG CONSULTANTS, P.C. William H. Barry, P.E. Associate p:\projl l\100-199\11147\clerical\ca\backupof 11147104-ca Igrrf submittal.doc Design Analysis Forensics Construction Administration Structural Tests and Inspections Peer Reviews°Feasibility Studies Historical Preservation°Building Envelope Specialty f _. ...... .. ........ _.. ....... ...... . 3225 MAIN STREET m P.O. BOX 226 BARNSTABLE, MASSAC'HUSETTS 02630 CAPE COD (508) 362-3828 m Fax (508) 362-3136 © wwwcapecodcomrnission.org COMMISSION Final Certificate of Compliance DATE: July 184 2012 TO: Michael D.Ford,Esq., P.O.Box 4$5 West Harwich;MA o2671 FROM: Cape Cod Commission APPLICANT: Atlantis.Development C/o Michael D..Ford,Esq. PROJECT#: JR2o035.. PROJECT: Atlantis Development/.Stop&"Shop Iyannough Road Hyannis,MA BOQKIPAGE: ATLANTIS IYANOUGHRE,ALTYLLC Map 274 Parcel 00.4-1300 Ceit.of Title No. 180241 Lot 5 LCP 30063D Map.274 Parcel 004-H0.0 Cert.of Title No.'18024:1 Lot 5:LCP 30063D Map 274 Parcel 008-B00 Book 21067,Page 206 Map 274.Parcel 008-H00 Cert. of Title No, 180240 Lot 11 LCP 24.921D; Lot 12 LCP 24921E Lot 14& 15 LCP 24921E Map 274 Parcel 026-B00 Cert. of Title No. 180240 Lot 11 LCP 24921D; Lot 12 LCP 24921E Lot 14"& 15 LCP 24921F Map 274 Parcel 026-H00 Cert.of Title No. 1.80240 Lot 11 LCP 2492.1D;. Lot 12 LCP 24921E Lot 14& 15 LCP 2492IF Map 274 Parcel 027 Cert,:of Title No. 180240..Lot 14 LCP 249211); Lot 12 LCP 24924E Lot 14& 15 LCP 24921F Map 274Parcel 040=005 Cert:of Title No. 1.80240 Lot 11.LCP 2492.1D; Lot 12 LCP 24921E Lot 14&15 LCP 24921F Map 274Parcel 040-606 Cert:of Title No. 180240 Lot 11 LCP 249211); Lot 12 LCP 24921E Lot 14& 15 LCP 24921 F Map 274Parcel 040-007 Cert. of Title No.,180240 Lot l 1 LCP 249211),• Lot 12 LCP 24921E Lot 14& 15 LCP 24921F Map 274 Parcel 009-B00 Cert:of Title No. 184941 Lot 21 LCP 24921 1 Map 274 Parcel 009-H00 Cert. of Title No- 1:849,41 Lot 21 LCP 249211, VICTORY CHAPEL:CHRISTIAN FELLOWSHIP CHURCH OF CAPE COD, INC. Map 274. Parcel'028 Cert. of Title No 141766 Lots 6&7 L-C.P. 30063-E ......... .........-_....................-----....__................_....----....._..................................._............................... . CAPE COD COMMISSION FINAL CERTIFICATE OF COMPLIANCE I hereby certify that Atlantis Development,the Applicant for Atlantis Development/Stop&Shop, properly complies with the Development of Regional Impact(DRI)decision dated June 12, 20o8,as amended. The 20o8 DRI decision was modified by a Minor Modification decisions dated November 1, 2010 which allowed two possible site driveway alignments;by a Minor Modification decision dated November io, 2011 which allowed traffic signal equipment to be galvanized steel and allowed the recording of the approved deed restriction as part of the requirements to be satisfied for issuance of a Final Certificate of Compliance;by a Minor Modification decision dated 12/14/11 which allowed changes to the exterior building materials on the side and rear facades;and by a Minor Modification decision dated 3/27/12 which allowed three site plan changes: 1)changed the approved internal access to Liberty Square Plaza (width and alignment), 2)revised approved grading adjacent to a proposed detention basin along the Attucks Lane side of the property,by creating an earthen berm from additional material generated from construction, and 3)changed the.approved sidewalk location to allow an existing utility pole to remain in place. According to Condition G8 of the 2oo8 DRI decision, as amended,prior to receiving either a temporary or final Certificate of Occupancy from the Town of Barnstable,the Applicant shall obtain a Final Certificate of Compliance from the Commission. The following requirements set forth by the 2oo8 DRI decision, as amended, have been satisfied or completed. Specifically,the Applicant has provided the Cape Cod Commission with evidence of: 1. Implementation of and maintenance of an employee/patron trip reduction program(TC1) 2. Proof that the Mitigation Parcel (the Nelson Coal and Oil parcel) has been deeded to the Town of Barnstable(TC2) 3. Proof that the deed restriction for the Mitigation Parcel(the Nelson Coal and Oil Parcel), as approved by Commission Counsel,has been executed,and recorded at the Registry of Deeds or Registry District of Land Court(TC2) 4. Proof that all buildings on the Mitigation Parcel(the Nelson Coal and Oil Parcel)have been removed(TC2) 5. Traffic signals equipment at both the Route 132/Bearse's Way and the connector road/Attucks Lane intersections are galvanized steel (TC3) 6. Implementation of the required transportation mitigation as outlined in conditions TC5 and TC6 (TC5) 7. Payment of$276,000 for roadway mitigation (TC6) 8. Construction of a sidewalk along Attucks Lane from the proposed site driveway to the Attucks Lane/Phinney's Lane intersection(TC7) g. Design and implementation of a queuing loop at the Phinney's Lane/Attucks Lane intersection (TC8) 1o. Engineer inspection and certification in writing that the entire stormwater system is operating as designed(WR2) 11. Final Management Agreement that establishes 1)the party responsible for the Stormwater Operations and Maintenance Plan, 2)the party who authorizes funds for maintenance and emergency repairs as needed and 3)the requirements for records retention and release(WR3) 12. Limit on the quantity of hazardous materials and hazardous wastes described in condition HazC1 will not be exceeded(HazC2) Atlantis Development/Stop&Shop Final Certificate of Compliance Page 2 of 3 1, 13. Written narrative or plan which describes ways.to limit the use,treatment,generation,storage or disposal of hazardous materials and/or hazardous wastes.at or on the;site at anytime once the site.is in operation(HazC5) 14. Disposal of hazardous wastes identified in LFR inventory includirig.fluorescent bulbs,mercury- containing items,used batteries marine flares and CO2 cartridges(HazC6) 15..Written emergency response plan for site operations(HazC7) 16. Recording of the.Commission Counsel approved deed restriction for the required.open space area(NR1) 17. Removal and management of invasive species on the site.(NR2) 18. A report,also provided to,the Town-of Barnstable Growth Management Department,detailing the number of Cape Cod contractors,local suppliers and workers employed during construction; the report shall note those businesses that are women and minority owned(EDi), 19. A report, also provided to the Town of Barnstable.Growth Management Department, detailing. the number and type of the positions filled by Cape Cod residents, minorities;,disabled, elderly; and/or unemployed and underemployed persons(ED2) 20.Signed and executed final maintenance agreement contract for landscaping(HPCC5) The Applicant also provided evidence to the Commission of implementation of Access and Parking Easement Plan allowing seven parking.spaces to.be incorporated into the proposed development as required by condition TCio. Conformance with this condition was inadvertently omitted from the November 10, 2011 Preliminary Certificate of Compliance. Commission staff also conducted site visits to verify compliance with conditions of the decision(as amended) as appropriate. The requirements set forth,by the 20.08 DRI decision,as amended,have been satisfied or completed, and the Town of Barnstable is hereby authorized to issue local.permits for the project. C2 ///Z"I ,X 0 7. 7//gIZ Paul Niedzwiec1d xecutive Director Date COMMONWEALTH OF MASSACHUSETTS Barnstable, ss � C , 2012 Before me,the undersigned notary public,personally appeared W a le F ,e- -Executive Director ofalie Cape Cod Commission,who e name is signed on the ,preceding document, and such person;acknowledged to me that he/she signed such document. voluntarily for its stated purpose: The.identity of such person was proved to,me through satisfactory evidence of identification,which.was [_]photographic identification with signLT. personal '.issued by a federal or state governmental agency, [,_] oath or affirmation of.°a credible.witness, or knowledge of the undersigned. GAIT HP LEY Notary Public Notary Pubiic eoa�;wo urM of MAss CHUSETrsi My Commission Expires: �r a My Commission Expires September 28;2018 Atlantis Development/Stop&Shop Final Certificate.of Compliance Page 3 of.3 • s Dvc=1 s 19S v 3f3S 07--13-2012 2447 BARNSTAE'LE LAND COURT REGISTRY Gk 2649s ps194 �39871. 07-13-2012 a O3=o3p i RESTRICTIVE COVENANT s Covenant made this 1I13�"day of July,2012 by ATLANTIS IYANOUGH REALTY LLC,a Delaware limited liability company registered to do business in the Commonwealth of Massachusetts,having a principal place of business at 1385 Hancock Street,Quincy, Massachusetts 02169("Grantor"). WHEREAS,Grantor is the owner of a three certain parcels of land located at}425 Attucks Y �I;ane in s; Bamsiable Coetnty,Massachusetts,containing approximately 3.54 acres,0.83 acres,and-0:641acres,respectively;depicted as"Open Space Area"on the plan by Vanasse Hangen Brustlin,Inc, dated April 2,2008 and attached hereto as Exhibit"A"attached hereto and made a part hereof(the"Open Space Area"). z WHEREAS,on June 12,2008,the Cape Cod Commission("Commission")approved the Atlantis Development/Stop&Shop Project located on Iyannough Road,Hyannis,Massachusetts (the"Project")as a Development of Regional Impact,being Project#JR20035 (the"DRI")as affected by Modification issued on November 1,2010,filed with the Barnstable Registry District of the Land Court as Document No. 1,174,757 and recorded in Book 25723 Page 298; as affected by Modification issued on November 1,2010,filed with the Barnstable Registry District of the band Court as Document No. 1,174,758 and recorded in Book 25723 Page 334. WHEREAS,pursuant to Condition NR-1 of the DRI,the Grantor is required to protect four acres of open space as permanent open space through the imposition of a permanent deed restriction. i NOW THEREFORE,in consideration of the granting of the approval of the DRI by the Commission,Grantor hereby covenants and agrees,for itself and its successors in title,to and with the Town of Barnstable,as Massachusetts municipal corporation,with an address of 367 Main Street,Hyannis,MA 02601,as Grantee,or its successor body,as follows: a l. Open Space, This Covenant shall apply only to the three parcels of land depicted on the plan attached hereto as Exhibit"A"as"Open Space Area." Except as provided in this Covenant, no above ground structuruihalUe constructed within the Open S ace Area and said Open S ace all�ea=Wainwe in an a en and unim roved canditian. In particular,and except as provide the following acts and uses sha a prohibited in the Open Space Area: a) Constructing or placing any building,tennis court,landing strip,mobile home,swimming pool,fences,asphalt or concrete pavement,sign,billboard or other advertising display, antenna,utility pole,tower,conduit or utility line,or other temporary or permanent structure or facility on,below,or above the Open Space Area; b) Mining,excavating, dredging or removing from the Open Space Area of soil,loam,peat, 1 gravel,sand,rock,or other mineral resource or natural deposit; 1 0042629&DOC/ e a i f a L Bk 26498 Pq 195 #39871 ' 1 c) Placing, filling,storing,or dumping on the Open Space Area of soil,refuse, trash,vehicle bodies or parts,rubbish,debris,brush,leaves,grass or tree cuttings,junk,waste,or other substance or material whatsoever,or the installation of underground storage tanks; d) Cutting,removing,or otherwise destroying trees,grasses or other vegetation; e) Activities detrimental to drainage, flood control,water conservation,water quality, erosion control,or soil conservation;and 2. Permitted Activities. Notwithstanding the foregoing,the activities listed below shall be permitted in the Open Space Area,so'long as such activities are consistent with the DRl approval: a) Excavation and removal of soil,gravel,or other mineral resources or natural deposits as may be incidental to the removal of underground tanks,and the installation or maintenance of septic systems,vaults,conduits,sewers,utilities,storm drains,and other underground structures or for the maintenance of good drainage,soil conservation practices,or to other permissible use of the Open Space Area,so long as the surface is l thereafter restored; l b) Maintenance of piles of limbs,brush,leaves and similar biodegradable material provided that such piles are not conspicuous; t c) With the prior written approval of the Grantee,placement or construction of facilities for the development and utilization of energy resources,including without limitation,wind, q solar,hydroelectric,methane,wood alcohol,and fossil fuels,for use principally by the Proj ect; t d) Placing of fences that do not interfere with the purposes of this Covenant; e) Digging or drilling of water or irrigation wells; f) Selective pruning and cutting of trees,shrubs,and vegetation for fire protection,tick control,disease control,unpaved trails and habitat enhancement; g) The cultivation,maintenance,installation,care and replacement of decorative vegetation and shrubbery(including cutting,trimming and removal of the same)and the installation of sprinkler system and appurtenances thereto and other equipment necessary or helpful in connection with any of the foregoing; h) Erection and maintenance of signs with respect to trespass and the identity of the owner; i) Erection or placement of structures reasonably required or necessary to undertake the permitted activities herein described or to carry out the purposes of this Covenant, including,by way of example and not exclusion,fences,gates,benches,and picnic tables; 2 00426296.DOG Ire �4 g • ggy4 i Bk 26498 Pg 196 #39871 j) Creation and maintenance of unpaved walking or bicycle trails and pervious paths;and i k) Installation,maintenance,repair,replacement and re-construction of fire hydrants,signs, lights,and other equipment necessary or appropriate for the preservation or public safety, and all appurtenances thereto; i 1) Piling of snow which has been removed from the Project parking lot;and r m) Temporary staging areas for construction by the Grantor,so long as the surface is thereafter restored. , z n) Any other activity necessary to fully exercise the rights under the DRI Decision and to implement the Conditions contained in the DRI Decision and any subsequent amendments or modifications to the DRI Decision. 3. Binding Effect. This Covenant shall run with the land and be binding upon the successors and assigns of the Grantor,and the Grantor shall re-record this Covenant at thirty years and every twenty years thereafter. The Grantee,or its successor body,is hereby authorized to unilaterally re-record this Covenant without further action by Grantor.From time to time, upon the prior approval in writing of the Grantee,or its successor body, at the request of Grantor or its successors and assigns,the location of the Open Space on the Project site may be changed to accommodate municipal regulation and/or the efficient operation of the Project. However,in no event shall the percentage of open space fall below that which is shown on the Exhibit"A"plan. 4. Remedies of the Commission or its Successor Body. Grantee or its successor body shall have the right to enforce this Covenant by appropriate legal proceedings and to obtain injunctive and other equitable relief against any violations,including,without limitation, relief requiring restoration of the Open Space Area to its condition prior to the time of the 6 injury complained of(it being agreed that Grantee or its successor body may have no adequate remedy at law),and shall be in addition to,and not in limitation of,any other rights and.remedies available to the Grantee,or its successor body. The Commission,its successors and/or assigns,will be entitled to recover its reasonable costs and attorney fees if successful 6 in obtaining relief. S. Estoppel-Certificate s. Upon request by Grantor, Grantee,or its successor body,shall within twenty(20)days execute and deliver to Grantor any document,including an estoppel certificate,which certifies Grantor's compliance with any obligation of Grantor contained in ' this Covenant. 1 6. Acts Beyond Grantor's Control. Nothing contained in this Covenant shall be construed to entitle Grantee to bring any action against Grantor for any injury to or change in the Open Space Area resulting from causes beyond Grantor's control, including but not limited to fire, flood,storm and earth movement,or from any prudent action taken by Grantor under �l 3 00426296.DOC/ i f y. a Bk 26498 Pg 197 039871 emergency conditions to prevent,abate,or mitigate significant injury to the Open Space resulting from such causes, 7. Separability. If any provision of this Covenant or the application of such provisions to any person or circumstances shall be held invalid,the remainder of this declaration or the application of such provisions to any persons or circumstances other than those as to which it is held invalid,shall not be affected thereby. For title reference of the Grantor see: Deed recorded with Barnstable County Registry of Deeds in Book 21067,Page 206 and Certificate of Title Nos.'l 80240(Lot 11 LCP 24921D,Lot 12 LCP 24921)3,Lot 14 and Lot 15 LCP 24921F), 180241 (Lot 5 LCP 30063D),184941 (Lot 21 LCP 249211),and 195637(Lot 6&Lot 7 LCP 30063E)filed with Barnstable Registry District of Land Court. E --SIGNATURE ON FOLLOWING PAGE-- i s 33i 1 Y tr� 7 4 00426296.DOC! • f i l f{ ` l Bk 26498 Pg 198 #39871 , r l l Executed under seal as of this �j day of July,2012. Atlantis Iyanough Realty LLC 1 By: its: Kay chcun, wtavta,jer Hereunto Duly Authorized COMMONWEALTH OF MASSACHUSETTS County of 5o rfo Ik July 11 ,2012 Before me,the undersigned notary public,personally appeared f•(a C ha a , lei a n 0-1 t 9- of Atlantis Tyanough Realty LLC,proved to me through satisfactory evidence of identification,which was [ ] a valid driver's license, (,20 my personal knowledge of the signatory,or L—j ,to be the person whose name is signed,and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of his/her knowledge and belief, LOJOYCEAD.MNGM,aRM0fNotary Publicom�riMy commission expires:+err, l 0 • i p s _ a • l 5 00426296.AOC1 l I f Bk 26498 Pg 199 #39871 EXHIBIT A 5 k-ft. NAN r 1 .{ --------------------- r 1`1 .•z .N 1 �p 'i� Ir• I cc,�... �•'yi� ��. ��6.'1��4S NL A v f Bk 26498 Pg 200 #39871 Wmiam Finads Ckbin 3ecrctu7 of the Commonwealth July 11,2012 a TO WHOM IT MAY CONCERN: s i I hereby certify that a certificate of registration of a Foreign Limited Liability Company was filed in this office by ATLANTIS IYANOUGH REALTY LLC in accordance with the provisions of Massachusetts General Laws Chapter 156C on May 25,2006. I further certify that said Limited Liability Company has filed all annual reports due and paid all fees with respect to such reports;that said Limited Liability Company has not filed a certificate of cancellation or withdrawal;and that,said Limited Liability Company is in good. ; standing with this office. I also certify that the names of all managers listed in the most recent filing are:JOY A. BEATRICE,KA'Y CHAN l I further certify that the name of persons authorized to act with respect to real property instruments listed in the most recent filings are:JOY A.BEATRICE,KAY CHAN � I • l fi5 Y Y ' S In testimony of which, i I have hereunto affixed the Great Seal of the Commonwealth . ^ . on the date first above written, F:r '•�. j a Secretary of the Commonwealth BARNREGISTABLERY DEEDCOUNTY ' REGISTRY OR DEED Processed By;mbd A TRUE COPY,ATTEST �^a SARNSTABLE REGISTRY OF SEEDS . JOHN K MADE,REGISTER a w E F�RF..... BARNSTABLE FIRE DEPARTMENT 3249 Main Street—P.O. Box 94 ;n`: m 1927 Barnstable,Massachusetts 02630 qqs :: 508-362-3312 FAX: 508-362-8444 Robert M. Crosby Francis M.Pulsifer FIRE CHIEF . DEPUTY CHIEF rcrosby@barnstablefire.org fpulsifer@barnstablefire.org April 11, 2012 Mr.Thomas Perry Building Commissioner 200 Main Street Hyannis, MA 02601 Dear Commissioner Perry: I am writing relative to the emergency access gates that are proposed to be installed at: Stop`a`nd-�Shop- 4 425 Attu cks,Lane;}Barnstable. These gates would restrict access between the Stop and Shop supermarket and Festival Plaza to emergency traffic only. During informal site plan review I indicated that I would prefer that there are no gates due to maintenance reasons such as lock changing, operational maintenance, and snow removal. The developer has inquired about removing the gates. I am not opposed to the removal of the gates, but I would still like the interconnection between the two plazas. I would also prefer to have signs installed that indicate "emergency vehicle access only/fire lane" be installed, as discussed during site plan review. If you see any issues with this request,would you please let me know? Thank you for your consideration with this request. o Respectfully; : Francis M. Pulsifer Deputy Fire Chief CO www.bamstablefire.org T .. r. 3225 MAIN STREET PO. BOX25� 6 == 0 ;! � BARNSTABLE, MASSACHUSETTS 02630 CAPE COD (508) 362-3828 Fax(508) 362-3136 • wwwxapecodcommission.org COMMISSION TO: Town of Barnstable Town Clerk, Building Inspector,Town Planner,Planning Board, Conservation Commission, Board of Appeals,Board of Health, Chief of Police, DRI Liaison FROM: Gail P. Hanley, Clerk of the Commission SUBJECT: Atlantis Development/Stop&Shop Project Minor Modification Type 1 (dated March 27, 2012)to the Development of Regional Impact Decision JR20035 DATE: March 28,.2012 Enclosed please find a copy of a Minor Modification Type i(dated March 27, 2012)to the Development of Regional Impact Decision for the Atlantis Development/Stop&Shop Project that was approved by the Cape Cod Commission on March 27, 2012. Should you have any questions,please do not hesitate to contact our office. oti fcrtuse,- r �3 3225 MAIN STREET RO, BOX 226 BARNSTABLE, MASSACH.USETTS 02630 .APE COD (508) 362-3828 Fax (508) 362-3136 www.capecodcommission.org COMMISSION DATE: March 27, 2012 TO: Michael D. Ford, Esq. P.O. Box 485 West Harwich,MA 02671 FROM: Cape Cod Commission RE: Modification of a Development of Regional Impact APPLICANT: Atlantis Development C/o Michael D. Ford, Esq. PROJECT.#: JR20035 PROJECT: Atlantis Development/Stop&Shop Iyannough Road Hyannis,MA BOOK/PAGE: 4TLANTIS IYANO UGH REALTY LLC Map 274 Parcel 004-B00 Cert.of Title No. 180241 Lot 5 LCP 30063D Map 274 Parcel 004-H00 Cert.of Title No. 180241 Lot 5 LCP 30063D Map 274 Parcel 008-B00 Book 21067,Page 206 Map 274 Parcel 008-H00 Cert.of Title No. 180240 Lot 11 LCP 24921D; Lot 12 LCP 24921E Lot 14& 15 LCP 24921F Map 274 Parcel 026-B00 Cert.of Title No. 180240 Lot 11 LCP 24921D; Lot 12 LCP 24921E. Lot 14& 15 LCP 24921F Map 274 Parcel 026-H00 Cert.of Title No. 180240 Lot 11 LCP 24921D; Lot 12 LCP 24921E Lot 14& 15 LCP 24921F Map 274 Parcel 027 Cert.of Title No. 180240 Lot 11 LCP 24921D; Lot 12 LCP 24924E Lot 14& 15 LCP 24921F Map 274Parcel 040-005 Cert.of Tale No. 180240 Lot 11 LCP 24921D; Lot 12 LCP 24921E Lot 14& 15 LCP 24921F Map 274Parcel 040-006 Cert.of Title No. 180240 Lot 11 LCP 24921D; Lot 12 LCP 24921E Lot 14& 15 LCP 24921F Map 274Parcel 040-007 Cert.of Title No. 180240 Lot 11 LCP 24921D; Lot 12 LCP 24921E Lot 14& 15 LCP 24921F Map 274 Parcel 009-B00 Cert.of Title No. 184941 Lot 21 LCP 24921.I Map 274 Parcel 009-H00 Cert.of Title No. 184941 Lot 21 LCP 249211 VICTORY CHAPEL CHRISTIAN FELLOWSHIP CHURCH OF CAPE COD,INC. Map 274 Parcel 028 Cert.of Title.No. 141766 Lots 6&7 L.C.P:30063-E DECISION OF THE CAPE COIF COMMISSION On June 12, 20o8 the Cape Cod Commission(Commission)issued a Development of Regional Impact (DRI) decision,with conditions,for which approved,with conditions,the construction and operation of ;f a 69,770 square foot supermarket on a 12-acre site located on the north side of Route 132, near the intersection of Bearse's Way, Hyannis. This DRI decision has been modified three times, in decisions dated November 1, 2010,November 10, 2011 and December 13, 2011. The 2010 modification related to the position of the site driveway. The November 10, 2011 modifications related to the color of required traffic signal equipment and adjusted the timing of the required open space. The December 13, 2011 modification changed condition HPCC2 to reflect revised building elevations with a different exterior building material on the side and rear facades. Modification Req uest , On.March 7, 2012,Attorney Michael Ford,representing Atlantis/Stop&Shop,the Applicant, submitted a request to make three site plan changes: 1) change the approved internal access to Liberty Square Plaza(width and alignment), 2)revise approved grading adjacent to a proposed detention basin along the Attucks Lane side of the property,by creating an earthen berm from additional material generated from construction, and 3)change the approved sidewalk location to allow an existing utility pole to remain in place. Attorney Ford supplemented his request on 3/14/12 by providing the Commission with additional 8.5x1i-inch plans showing the existing conditions and proposed changes. Commission Jurisdiction and Modification Types Section 13(c) of the Commission's Enabling Regulations, as amended May 2011, sets out the types of DRI modifications. A Minor Modification Type #1 is defined as "revisions that are the result of more restrictive conditions imposed by a local board or technical corrections or changes that the Executive Director or his/her designee determine are de minimus changes to the project." The Enabling Regulations also state that Minor Modifications Type #1 "shall be approved by that the Executive Director or his/her designee and reported to the Regulatory Committee and do not require further review by the Commission. Determination on Modification Request After consideration of a request by the Applicant's representatives to modify conditions G6 and G12 of the 2oo8 DRI decision,as amended,the Commission's Executive Director has determined the requested changes to the site and conditions G6 and G12 constitute de minimus changes, and are approved as Minor Modifications Type #i. The following changes are thereby made to the 2008 Atlantis Development/Stop&Shop decision_, as amended, as shown. Bold indicates new text and text to be deleted is shown by strike-out. General Conditions G6. The proposed Atlantis Development/Stop&Shop shall be constructed in accordance with either of the following final plan sets: OPTION A -Proposed Retail Development Site Plans C2-C10,by Vanasse Hangen Brustlin,issued 11/30/o6 revised as follows: Layout&Materials Plan C-3,dated 4/6/08,as amended by Condition TC10 Grading and Drainage.Plan C-4 and gtilities Plan C-5, dated 3/18/08 Landscape Plan C-6, dated 4/6/08 - Site Lighting Plan SL-1 and Photometric Plan SL-1A, dated 12/27/07- Access and Parking Easement Plan by Vanasse Hangen Brustlin dated 6/12/08 Atlantis Development/Stop&Shop Minor Modification Type#i-Three site plan changes 3/27/12 Page 2 of 3 OPTION B Proposed Retail Development Site Plans C2-C10,by Vanasse Hangen Brustlin,issued 11/3o/o6 revised as follows: Layout&Materials Plan C-3,dated 4/6/o8, as amended by Condition TC10 Grading and Drainage Plan C-4 and Utilities Plan C-5, dated 3/18/o8 - . Landscape Plan C-6, dated 4/6/o8 - Site Lighting Plan SL-1 and Photometric Plan SL-1A, dated 12/27/07 Access and Parking Easement Plan by Vanasse Hangen Brustlin dated 6/12/08 And as amended by Site Plan set"Proposed Retail Development,"Atlantis Development LLC, drawn by Vanasse Hangen Brustlin,date issued June 29, 2010 And as amended by a revised landscape plan, drawn by Vanasse Hangen Brustlin, dated August 24, 2010 provided by Attorney Ford as part of his September 28, 2010 Modification request to be used in connection with the site drive configuration that aligns with the existing BJs entrance - And as amended by Liberty Square Revision, Plains cCSK-3A9 3B,3C, 3D drawn by Vanasse Hangen Brustlin, dated February 17, P-012 And as amended by Grading Plano Proposed Stops&Shops, SK-C-4t, drawn by Vanasse Hangen Brustlin, dated March?-, 2.012 And as amended byBarnstable Road and Attiacks Lane Traffic Plans, :Sheet 13 Of 42, drawn by Vanasse Hangen Brustlin(no date) G12. The Applicant may have the option of constructing the site drive on the Attucks Lane/Hadaway Road side of the site in the driveway configuration approved as part of the June 28, 20o8 DRI decision (Option A)or in a configuration of this site drive which aligns it with the entrance drive of the existing BJs Wholesale Club store(Option B), as Option B is amended to include Liberty Square Revision, Plains CSK-3A,3B, 3C,3D drawn by Vanasse Hangen Brustlin, dated February 17, 2012, by a Grading Plane Proposed Stops&Shops, SKC-4,drawin.by Vanasse Hangen Brustlin, dated March.2, 2012, and by Barnstable Road and Affucks Lane Traffic Plans, Sheet 13 Of 42, drawn by Vanasse Hangeun.Brustlinn(no date). 3 42' Paul Nee wiecki, Exec tiv erector Date COMMONWEALTH OF MASSACHUSETTS Barnstable, ss a� , 2012 Before me,the undersigned notary public,personally appeared - AU I N I ehv4 co,u in his/her capacity as the Cape Cod Commission's Executive Director,whose name is signed on the . preceding document, and such person acknowledged to me that he/she signed such document voluntarily for its stated purpose. The.identity of such person was proved to me through satisfactory evidence of identification,which was [_]photographic identification with signat re issued by a federal or state governmental agency, [_].oath or affirmation of a credible witness, or personal knowledge of the undersigned. Notai Pub My Commission.Expires: MISTY TAFT SENATORI Atlantis Development/Stop&Shop Notary Public Minor Modification Type#i-Three site plan c a " 4 - Commonwealth of Massachusetts My Commission Expires on 3/27/12 +'s•+ , ^'c June 30.2017 Page 3 of 3 I Transportation ll,and Development Environmental S e r v i c e s Imagination ""1101111tion energy Creatiri�,,icsLdt,for,Litil j:JI(II)lE,11111 1)(211CfItS for our COIN[ till 16CS February 6,2012 Ref: 07313.00 Thomas Perry Building Commissioner Town of Barnstable 200 Main Street Hyannis,MA 02601 Re: Foundation As-Built Proposed Stop&Shop Store#406 Hyannis,MA Dear Mr.Perry: On February 1,2012 VHI3 completed a ground survey to locate the foundation for the proposed Stop&Shop Supermarket on Attack's Lane. Tlie foundation,as shown on the"Foundation As-built"dated February 2,2012, was constructed in general conformance With the."Layout and Materials Plan"for the "Proposed Stop&Shop Supermarket Store#406",dated September 8,2011 and issued for construction. Please feel free to contact me if you have any questions or need additional inforniation. Very truly yours, VAN SSE HANGEN BRUSTLIN, INC. Kenneth S.St ffie Senior Project Manager 101 WalflUt Street Post Office Box 915-1 V%Iatertown, Massachusetts N471-9151 617.924.1770 1, FAX 617,924.2286 1 A S-1,I il I 11Y epliIii: nfo@v11b.cmn Independent Structural Engineer Review Super Stop&Shop Store#406 Hyannis, Massachusetts Page 2 of 2 3. The geotechnical results have been adequately incorporated into design of foundation. 4. The framing system consists of steel joist girders and steel beams at roof supported by steel columns, steel joists supported by CMU walls, and steel composite beams supported by concrete walls provides an adequate path for transfer of vertical loads. Reinforced concrete walls, steel braced frames, reinforced masonry wall and steel moment frames provides lateral load transfer path from roof to the foundation elements.Therefore the organization of the structure appears to be conceptually correct. 5. Independent calculations were prepared for a representative fraction of the framing members to check their adequacy and to form a basic for conclusion. We have performed an independent analysis of steel girders, steel beams, steel composite beams, steel columns, reinforced masonry walls, steel braced frames, steel moment frames and footings.The conclusion of the independent calculations was that elements checked were in conformance with Building Code and with accepted engineering practice. Based on the independent Structural Review described herein, it is concluded structural Information shown on the documents appear to meet the structural requirement of Massachusetts Building Code 8th Edition and 780 CMR and with accepted engineering practice. If you may have any questions please call. Yours truly, o VE CA No.28393 o e Victor Verma, P.E., Principal Ago fss ONAL RSV ASSOCIATES CC : VV/DW Town of Barnstable 0 Building Department - 200 Main Street BARNSTABLE, * Hyannis, MA 02601 MASS 1639. . (508) 862-4038 rFO MA'i A Certificate of Occupancy Temporary Application 201106620 CO Number: 20120058 Parcel 10: 274009BOO CO Issue Date: 06/18112 Location: 425 ATTUCKS LANE Zoning Classification: BUSINESS DISTRICT Owner: ATLANTIS IYANOUGH REALTY LLC Proposed Use: RETAIL & SERVICE STORE SMALL P 0 BOX 960696 BOSTON, MA 02196 Village: BARNSTABLE Gen Contractor: MCGLINCHEY, MARK F Permit Type: CTCO COMM TEMPORARY CO Comments: STOP & SHOP 30 DAYS TO EXPIRE JULY 18, 2012 07/18/12 Building Department Signature Date Zigned Expiration Date • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 009. 060 Map 2_74-- Parcel U N/ /fir Application Health Division Date Issued ( 7i Conservation Division Application F2 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis rX S r�o►'���rt.rn lrs /� Project Street Address_ 1 j �ge Owner,, U66dress t iy Telephone_&O " (D 46- C _ r . Permit"Request's i sow I- Square feet: 1 st floor: existing propose 2nd floor: existing pad' I l l (--Total new 4 T Zoning District V,9A Flood Plain too Groundwater Overlay Yes Project Valuation_*b7h 21 Construction Type_ Lot Size ��. �'l( Arw6 Grandfathered: ❑Yes ULNo 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 1r,g,c!4'A( 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 I 1 Central Air: ®'Yeses �t O] No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing -Q 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 Usei APPI I`C- T INFORMATION BUILDER'..QR HOMEOWNER) iTelephone�Ngrn r- &0 Aoores�s�14 hAnKarL� Lit cerise F 2 T 5 96 IofW�_L� I VI ngo 6 1 Home Improvement Contractor# _ Worker's Compensation # ALL,CONSTRUCTION'DEBRIS'RESULTING TRO TM HIS ; ECT WILL°BE TAKEN TO All C:$IGNAT E 'DATE � w FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE 4 OWNER h tt 1. • i DATE OF INSPECTION: t FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL :c GAS: ROUGH FINAL r FINAL BUILDING ,f DATE CLOSED,OUT 1 x ASSOCIATION PLAN NO. ' ARCHIVED SPECIFICATIONS Year : 410 / Project Name: l° V- 1.2 Project Address: Map & Parcel # 03 7Y' ~ Permit number, if assigned: Permit date: Per Tom Perry, these Specification books must be kept indefinitely. Check with the Commissioner before discarding any of these documents. They can be moved to storage if needed. 0 Archived Specs I M i PROJECT ^ I NAME: � �-� e ADDRESS: L(� �e�Cs Ctw PERMIT#_ Q i PERMIT DATE: M/P: O ' LARGE ROLLED PLANS ARE : BOX 9 SLOT Data entered. in MAPS program on: Z B Y: A � � Message Page 1 of 2 Perry, Tom From: Michael Ford [mdfesg1@verizon.net] Sent: Monday, December 12, 2011 9:22 AM To: Perry, Tom; Weil, Ruth Cc: 'William G. O'Brien' Subject: FW: S&S building permit Tom, The 2 conditions set forth below need to be added to the S&S building permit. Ruth and I have agreed on the language. Please let me know if you have questions. Thank you. Mike From: Weil, Ruth [mailto:Ruth.Weil@town.barnstable.ma.us] Sent: Friday, December 09, 2011 2:45 PM To: Michael Ford Cc: Buntich, JoAnne Subject: RE: S&S building permit Dear Mike: Just a couple of minor changes. Have a great weekend. -R 1) Prior to the issuance of an occupancy permit, the Applicant shall provide evidence satisfactory to the Town Attorney's office that the negative covenants, if any, held or enforceable by the Applicant, Ahold USA, Stop and Shop Supermarket Company, or any affiliated company, which restricts the right to operate a supermarket or food store on property situated within the 400 Block so-called in Hyannis, Massachusetts and shown as parcel(s) 74,75,261, and 262 on Town of Barnstable Assessor's Map 308, have been released. 2)Applicant agrees to use best efforts to cooperate with the Town in the leasing of the existing Stop and Shop Supermarket located at 65 Independence Drive during the remainder of Applicant's lease term for said property.. Ruth J. Neil Town Attorney Town of Barnstable 367 Main Street Hyannis,MA 02601 508-8624620 (telephone) 508-8624724 (fax) The information contained in this electronic transmission ("e-mail") , including any attachment (the "Information") , may be confidential or otherwise exempt from disclosure. It is for the addressee only. This Information may be privileged and confidential attorney work-product or a privileged and confidential attorney-client communication. The Information may also be deliberative and pre-decisional in nature. As such, it is for internal use only. The Information may not be disclosed without the prior written consent of the Town Attorney's Office of the Town of Barnstable. If you have received this e-mail by mistake, please notify the sender and delete it from your system. Please do not copy or forward it. Thank you for your cooperation. 12/12/2011 I Message Page 2 of 2 -----Original Message----- From: Michael Ford [mailto:mdfesg1@verizon.net] Sent: Friday, December 09, 2011 12:13 PM To: Weil, Ruth Subject: S&S building permit. Hi Ruth, Got your message regarding the S&S building permit. You are correct. With your approval, I will forward to Tom Perry the following conditions to be included on the building permit. 1) Prior to the issuance of an occupancy permit, the Applicant shall provide evidence satisfactory to the Town Attorney's office that the negative covenant's, if any, held or enforceable by the Applicant, Ahold USA, Stop and Shop Supermarket Company, or any affiliated company, which restricts the right to operate a supermarket or food store on property situated within the 400 Block so-called shown as parcel(s) 74,75,261, and 262 on Town of Barnstable Assessor's Map 308, have been released. 2)Applicant agrees to use best efforts to cooperate with the Town in the leasing of the existing Stop and Shop Supermarket located at 65 Independence Drive. Thanks, Mike 12/12/2011 I --N vim Vaaamme Hanger BrtutNn,Inn LCC ltLOT w96J E TlNkl� CmCRETE� 101 wRL>{mkeel,PA.Bm 9151 1 (FOUND) 617M ITO•P-6IOM—i NIT LCC/50061 E \ COMMONIYEkIH OF C MASSACHUSETTS YAP 2)A.LOi O16.%0I N EESER1Eb OT 10 F J`�OII REST-Y USE ONLY ^' NN C[L/Jm6J E 0 s �J.r LOT 7 Ip �95\ •]�;u. I LCC/5O0EJ E (, General Note j R� 1)iNE PROPEatt LINES SHOAH MERE DEIERYMD BY ACNK FIELD SSRYEY CW W[IFD IN MAY MIT AND FRON PLANS AND DEEDS OF RECORD. J 2)Mil¢PURPOSE Df rMS R,1N IS TO EHOW L01S OF[WYCN ON¢R9EP AS ONETnx PARCEL'-` / - LCC 1-- E I / ti tL u� L,INC. ITT)5 .1 1 LEE f— LOT A 111— 521,455 S.F. 3 1 (11.971 ACRES) 7 „„D. certiseat;an I xEREBY RR1RY DK RAN.1 PREPARED IN ACNROANLE—THE ROES AND R-012 tY TNE REOSTERS OF DEEDS Of 1HE CCMMONWEALIN DI' n55AMU41ri IT—W" L� Oi 5 -71 I I—Y LfROFY THAT THIS RAN 910WS THE PROPERTY LINES MAT NIE THE D - LANES Qi ORS.1 O...1P'S,NN RIE NUTS Of STREETS LAID MAK SHORN ARE - ,�/ ---- I _— IID K ES W PPoVAa S1a ITSS.OR WAYS AI OR ENE WOIED.AxO 1HAi O�`rI -�' O NCI LESS fai aN9d1 OF,SM I OMEP9IP OR fOR NEW>AK AIS 9NM. r� YASS£N LAIN b PRR CG BI-x) 9.� y N 1,5O'J)"E ITT 1� LOT IS9a / I UCL(1A93,f I LCC-T 121 E a 12A f � N - �p, I .. ——————---- � � e Dorf vaacmorlu LAND vla\craa lI CWLREIC 6WND --y// k g' Record 0wner (—Dk HELD) / �_�1 ILNiRC IYANWb1 REAItt LLC LCCLOT RA921 D CYJxOS1E `' - _ k S—.BDIRID 1 N� _H KZTe'E=.. (FWND gl DAMES.URPHY / or 10 IYANNDNGH ROAD musT / e B9rn Ro"E LOT:1 I :r PLAN OF LAND L.LREt9a A 3y Y�1O1.LOT I ; •�I.)A' IN e Wa,E211 BARNSTABLE ¢R1,VIM 1 6)B.SS CWCREIE 2A9.9R' - �'H J S 1150'20• P3.BY(NF10) D�Eft « ) MASSACHUSETTS (FWND) PREPARED FOk ATLANRC RETAIL QMP g N/F N/F N/F Ya'Q PREPARED BY. VCRu99e Hanger BIMBLII..Inc. PMmE 132.LLC T.G.WORLD EXCHANGE T.G.l RT E%CHANCE DNI,D, -fd Lme De tlxymmt R EDNMo0mmtol S--O YM 3Bs,LOT 1S YM 29S LOT 1-1k2 YAP 295,LOT 19.Itt11k2 101 WIDI-t St t.P.O.Bo 9151 1 IS WOtxrt MA 02/71-9151 IT 1149n LQL 1 H LCC L0 12492 121921 H (817)92hI130 ¢kr,n)Ja6 a91.n]2o91 LrnT.n]m91 6D 0 60 120 . SIONE e6uxo SCALE:1 WCH.BO FEET OATS NOVEMBER a 2011 SCALE IN FEET (NOT FWNp) \WAWALoya\oIJ,J\�E\>W'vl>1\]JISJpL-m,tAap ofTKE Town of Barnstable Regulatory Services g Y I� aA MA LE SS. � Thomas F.Ceiler Director y suss. �„ �TfD p,U.1°,0 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,NIA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder Atlantis lyanough Realty LLC as Chvner of the subject property k McGlinche its . hereby authorize Mar y to act anew behalf, in all matters relative to work authorized by this building permit application for: Premises at 425 Attucks Lane, Barnstable., Massachusetts (Address of Job) November 23,2011 Signature of Owner Dace Kay Chan,Manager Print Name If Prone, Owner is applying for permit please complete the Homeowners License Exemption Fonn on the reverse side. QFORMS:OW ERPLRMISSION . a COMcheck Software Version 3.8.2 Envelope Compliance Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title : Stop&Shop-Hyannis, MA Construction Site: Owner/Agent: Designer/Contractor: lyannough Road&Attucks Way Michael Russo Thomas Scott Hyannis,MA Stop&Shop Scott Griffin Architects 1385 Hancock 880 Main Street Quincy,MA 02169 Waltham,MA 02451 508-922-7989 781-639-7400 mrusso@stopandshop.com tscott@pga-architects.com Section 2: General Information Building Location(for weather data): Hyannis,Massachusetts Climate Zone: 5a Building Type for Envelope Requirements: Non-Residential Vertical Glazing/Wall Area Pct.: 2% Skylight Glazing/Roof Area Pct.: 3%. Activity Type so Floor Area supermarket(Retail) 55010 Section 3: Requirements Checklist .. .. Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factor(a) Perimeter Roof 1:Other Insulation Above Deck(b) 54045 -- -- 0.038 0.048 Skylight 1:Metal Frame with Thermal Break:Double Pane with 1550 -- -- 0.580 0.600 Low-E,Clear,SHGC 0.61 Exterior Wall 1:Other Exterior Wall,Heat capacity 1.0(b) 2860 --- --- 0.110 0.064 Exterior Wall 2:Other Exterior Wall,Heat capacity 1.0(b) 857 --- — 0.150 0.064 Exterior Wall 3:Other Exterior Wall,Heat capacity 1.0(b) 6943 — -- 0.048 0.064 Exterior Wall 4:Other Exterior Wall,Heat capacity 1.0(b) 6082 — -- 0.060 0.064 Exterior Wall 5:Other Exterior Wall,Heat capacity 1.0(b) 5827 -- --- 0.028 0.064 Exterior Wall 6:Other Exterior Wall,Heat capacity 1.0(b) 2776 --- --- 0.029 0.064 Window 1:Metal Frame with Thermal Break:Double Pane with 192 --- --- 0.630 0.550 Low-E,Clear,SHGC 0.60 Door 1:Insulated Metal,Non-Swinging 105 — -- 0.700 0.500 Door 2:Glass(>50%glazing):Metal Frame,Entrance Door,SHGC 397 — -- 0.920 0.800 0.60 Door 3:Uninsulated Single-Layer Metal,Non-Swinging 336 --- --- 1.450 0.500 Exterior Wall 7:Other Exterior Wall,Heat capacity 1.0(b) 212 --- --- 0.056 0.064 Basement Wall 1:Solid Concrete:12"Thickness,Normal Density, 10425 -- 7.5 0.110 0.108 Furring:None,Wall Ht 14.0,Depth B.G.13.0 Floor 1:Slab-On-Grade:Unheated,Vertical 2 ft. 871 -- 7.5 -- -- Project Title: Stop&Shop-Hyannis, MA Report date: 09/23/11 Data filename:R:\Active Projects\11041-00-SSHyannisMA406\Admin\COMcheck\Hyannis 2009 IECC U FACTOR METHOD.cck Page 1 of 2 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)'Other components require supporting documentation for proposed U-factors. Air Leakage, Component Certification, and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. ❑ 2. Windows,doors,and skylights certified as meeting leakage requirements. ❑ 3. Component R-values&U-factors labeled as certified. ❑ 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. ❑ 5. 'Other components have supporting documentation for proposed U-Factors. ❑ 6. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. ❑ 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. ❑ 8. Cargo doors and loading dock doors are weather sealed. ❑ 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. ❑ 10.Building entrance doors have a vestibule equipped with closing devices. Exceptions: ❑ Building entrances with revolving doors. ❑ Doors that open directly from a space less than 3000 sq.ft.in area. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2009 IECC requirements in COMcheck Version 3.8.2 and to comply with the mandatory requirements in the Requirements Checklist. -�,�444 S 10, 25G01-f Oo�in G .�bta/ C 046 2 Z - II Name-Title Signature Date Project Title: Stop&Shop-Hyannis, MA Report date:09/23/11 ? Data filename:R:\Active Projects\11041-00-SSHyannisMA406Wdmin\COMcheck\Hyannis 2009 IECC U FACTOR METHOD.cck Page 2 of 2 i COMcheck Software Version 3.7.0 Interior Lighting Compliance Certificate 2006 IECC Section 1: Project Information Project Type: New Construction Project Title:Stop&Shop-Hyannis, MA Construction Site: Owner/Agent: Designer/Contractor: lyannough Road Michael Russo Thomas Scott Route 132 Stop&Shop Supermarket Company Scott/Griffin Architects,Ltd., Hyannis,MA 1385 Hancock Street 880 Main Street 9th Floor 5th Floor Quincy,MA 02169 Waltham,MA 02453 508-922-7989 781-693-7400 mrusso@stopandshop.com tscott@sga-architects.com Section 2: General Information Building Use Description by: Activity Type Activity Typp s) Floor Area Retail 66389 Section 3: Requirements Checklist Interior Lighting: 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 99584 78173 YES Controls, Switching,and Wiring: 2. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. Cl 3. Master switch at entry to hotel/motel guest room. 4. Individual dwelling units separately metered. ❑ 5. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storeroom,restroom,public lobby or sleeping unit. Areas that use less than 0.6 Watts/sq.ft. 6. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. 7. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. 8. Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Project Title:Stop&Shop-Hyannis, MA Report date:09/12/11 Data filename: K:\406 HYANNIS\406 HYANNIS .cck Page 1 of 3 Exceptions: Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to me t the 2006 IECC requirements in COMcheck Version 3.7.0 and to comply with the mandat rements' Requirements C cklist. 'ZL tame-Title ig'ature Date Project Title: Stop& Shop-Hyannis, MA. Report date:09/12/11 Data filename: K:\406 HYANNIS\406 HYANNIS .cck Page 2 of 3 I� COMcheck Software Version 3.7.0 Interior Lighting Application Worksheet 2006 IECC Section 1: Allowed Lighting Power Calculation A B C D Area Category Floor Area Allowed Allowed Wafts (ft2) Watts/ft2 (B x C) Retail 66389 1.5 99584 Total Allowed Watts= 99584 Section 2: Proposed Lighting Power Calculation A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Retail(66389 sq.ft.) Compact Fluorescent 1:PF5:DECOR PENDANT/Spiral 15W/Electronic 1 3 18 54 Linear Fluorescent 1:PF6C:LINEAR FLUORESCENT/48"T8 28W(Super T8)/ 2 3 38 114 Electronic Linear Fluorescent 2:PF9AID:HEAVY DUTY INDUSTRAIL/46"T5 HO 54W/Electronic 4 256 226 57856 Linear Fluorescent 3:PF913ID:HEAVY DUTY INDUSTRAIL/46"T5 HO 54W/Electronic 2 4 113 452 Linear Fluorescent 4:RF1:LINEAR FLUORESCENT/48"T8 32W/Electronic 2 15 48 720 Linear Fluorescent 5:RF8:LINEAR FLUORESCENT/48"T8 32W/Electronic 2 93 48 4464 Linear Fluorescent 6:RF10:LINEAR FLUORESCENT!24"T8 17W/Electronic 3 10 26 260 Linear Fluorescent 7:RF11:LINEAR FLUORESCENT/48"T8 32W/Electronic 3 12 90 1080 Linear Fluorescent 8:SF11A:SURFACE MOUNTED LED/Other/Electronic 1 33 30 990 Linear Fluorescent 9:SF13:LINEAR FLUORESCENT/48"T8 32W/Electronic 2 5 55 275 Linear,Fluorescent 10:SF14:LINEAR FLUORESCENT/48"T8 32W/Electronic 4 6 107 642 Linear Fluorescent 11:SF17:LINEAR FLUORESCENT/48"T8 32W/Electronic 2 17 48 816 Linear Fluorescent 12:SF18:LINEAR FLUORESCENT/48"T8 32W/Electronic 1 4 31 124 Linear Fluorescent 13:SF19:LINEAR FLUORESCENT/48"T8 32W/Electronic 4 66 107 7062 Linear Fluorescent 14:TL1:TRACK HEADS/Other/Electronic 1 96 34 3264 Total Proposed Watts= 78173 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 99584 Total Proposed Watts= 78173 Project Compliance= 21411 .. a .. . , .: i coos• H - . ._.... . ...... .__.._-....... _........ . ......... .... __.._ -. Project Title: Stop&Shop-Hyannis, MA Report date:09/12/11 Data filename: K:\406 HYANNIS\406 HYANNIS .cck Page 3 of 3 _ a a N oo o0 o - o Giant® Stop&Shop® Town of Barnstable Regulatory Services Building Division 200 Main Street Hyannis, MA 02601 RE: Stop and Shop New Store Located at 425 Attucks Lane Barnstable, MA Authorization to Secure Building Permit To Whom it may Concern, This is to acknowledge and certify that Mark McGlinchey is appointed representative of Stop & Shop Supermarket Company to secure a Building Permit to construct new store Located at 425 Attucks Lane Barnstable, MA. Location at the intersection of Attucks Lane and Iyannough Road. If you have any questions you may contact me at (617) 770-6027 Sincerely, Michael Russo d Construction Manager Stop and Shop Self Build Division 1385 Hancock Street Quincy, MA 02169 nlrusso a,aholdusa.com 4 .z t• y f } Giant of Maryland LLC The Stop&Shop Supermarket Company LLC 00 Companies of Avoid USA i i ��C �DYCCCCCDTC�E�[Yt� D� �� LT�Ltget�� License No. 576 Serial No. DEPARTMENT OF INDUSTRIAL.ACCIDENTS 11523 i I �7w /Q Jeyu �I Ahold America's Holdings, Inc. and it's Subsidiary the Stop & Shop Supermarket Company T bio f� t0 Cerfilp that it �I of 45 Dan Road; Canton,MA 02021 having conformed with the provisions of sub paragraph ( 2, b ) of Section 25A of Chapter 152 of the General Laws is hereby licensed tobea L � ST IN F I R S T � This license is effective or a period o one ear om_the day o .ff f p f Y .f� Y f A U G U S T 20 11 at 12:01 A.M., unless sooner revoked. DEPARTM T FINDUS IALACCIDENTS it . DIR -EC OR t THIS LICENSE MUST BE POSTED AT THE LOCATION OF THE BUSINESS i k I I I an ° Ire dePt No , 2730 FIR ) 7'� '�Tl��z TTS of THE TO�x'� OFZi�1JZ1ST'ABz�� q Fire p)-eye.131'ion Office- !R)cklev Building 2(1Q ?1°Zai�.a.Street, Hyannis, ��!_� b2G01 ROV4FH F i.+ . (5)08) 862-4097 BUILDING CODE COMPLIANCc FORM ,�-I.lans dated for the property located at WVcta61� p t S,{��Ptk,4 i 6 have been reyievved by .,also kn_-,wn a�._. p_ - .. _.. . .,-... of the 3arnstab:ie ; C.Jly IM .,E] Cotuit r;yannis I� West 8arns.tanie Fire De:pa.rtrnent. T CHART BE—LOW INDICATES THE STATUS Or- 7 HE REVIEV'V: lLjIE- TYPE OF CONSTRUC.T.ION DOCUMENT RECEIVED REVIEWED COMPLIES 1. Narrative Reporl ✓ i 2. Fireiig�ting & Rescue Access ( i 3. Hydrant Location &Water Supply I 4. Sprinkier Syslems '� l 5. Sprinkler Control Equipment ✓ cs l 6. Standpipe Systems f I ✓ I ✓ i 7, Siandpipe Valve Locaii0ns 8, Fire Departmani Gorunection I i i C 9. Fire Profeciive Signaling Systen f 110, P.P.S.S. &Annunciator Location l I I i ✓ i 11. Smoke Control/Exhaust 4 I I 12, Smoke.Control Equipment Location i i I l l 13, Life Safety System Features i 1.4. Fire Extinguishing Syslems 15. F.E:S, Control P—quipmeni Loca:iGn ✓ I 16. Fire Protection Rooms i I I ✓ l 17. Fire Protection tquipmeni Sign3c e I ✓ 18. Alarm Transmission Method i 1.9. Sequence of operation Report l 20. Acceptance T astir. Cr.iterio i i ✓ E\/Veeiieve :his doc:�m�nt To i7e °_ompiete and campiiani fo, the iss+uance of s bUilaing permit. V,/e ;gave competed ine acceptzpcs testing far the occupancy permit Ana believes of the building.permit, the aaove issues are in compliance. r Inspectional Services Department Town of Barnstable r0 200 Main Street OF TABLE Hyannis,MA.02601 508-862-4038R'? ► R 2- 45 August 30, 2011 3 ltf CONSTRUCTION CONTROL AFFIDAVIT { PROJECT NAME: Stop& Shop New Store, Store#406 PROJECT LOCATION: Iyannough Road & Attucks Lane, Hyannis,MA Number Street Address NATURE OF PROJECT: New Supermarket Building IN ACCORDANCE WITH SECTION 116.2.1 OF THE MASSACHUSETTS STATE BUILDING CODE,780 CMR, 8 h Edition, I, Thomas P.Scott MASSACHUSETTS REGISTRATION NUMBER 6015 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS,COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL xx STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL OTHER(specify) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE, SUCH PLANS,COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,780 CMR, 8'EDITION,ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR BASIS TO DETERMINE THAT T14E WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction documents as submitted for the building permit,and approved for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. Pursuant To SECTION 11.0,1 Shall Submit as required by the Progress of the work, A Progress Report Together With Pertinent Co s To The Town Of Seekonk Inspector Of Buildings. Upon Completion Of The Work,I Shall Submit A Final Report As Completion And Readiness Of The Project For Occupancy. SICE .P..S ,O IGNATURE WALTRW tt , t: ateft 4TAR ED Aao RN TO BEF 30th DAY August MONTH 2O11 MY COMMISSION EXPIRS AN NOTARY PUBLIC COMMONWEALTH OF MASSACHUSEITS K19MY commission expiM on March 10,2016 I August 31,2011 Town of Barnstable Building Division 200 Main Street Hyannis, MA Attn: Building Commissioner, Mr.Thomas Perry STRUCTURAL CONSTRUCTION CONTROL AFFIDAVIT PROJECT: Super Stop and Shop No.406 LOCATION: lyannouou Road and Attucks Lane, Hyannis, MA I, David M. Berg, being a registered professional structural engineer with the firm of DM Berg Consultants, P.C., 570 Hillside Avenue, Needham, Massachusetts 02494, hereby certify that I have supervised the preparation of the structural plans, computations and specifications for the above-named project and that, to the best of my knowledge, information and belief such structural plans,computations, and specifications meet the applicable structural provisions of the Massachusetts State Building Code, Eighth Edition and generally accepted standards of structural engineering practice in effect at the time of performance. I further certify that I, or my authorized representative, shall perform the following tasks for the primary structural components and systems: 1. Review, for the limited purpose of checking for conformance with the design concept and compliance with the information given in the structural construction documents, shop drawings, samples and other submittals of the contractor(s)as required by the structural construction documents; 2. Review quality control procedures for the code-required controlled structural materials;and 3. Visit the site at appropriate intervals during construction to become generally familiar with the progress and quality of the contractor's work and to determine if the work is proceeding in general accordance with the structural construction documents. I shall submit periodically to our Client, a "Field Report" together with pertinent comments derived from our on-site observations. At completion of the construction, I shall submit to our Client, a certification as to the level of completion of the primary structural components �.... David M. Berg q� Dd YID M. Name HE 9029 NO.AtYL9 y STRUGTUNAL Registration No. Professional Engineer Seal Signatu e 15H On this 3 _day of A�?of I20A, before me, the undersigned otary public, personally appeared David M Berg (name of document signer), proved to me through satisfactory evidence of idenfification, which was a valid MA Driver's License, to be the person whose name is signed on the pr g or att ch d document in my presence. (officipKsi t re iKd seal of notary) A HAW ., M Q ommission ex ires 2 �`�� . ¢ .1ocd 1?1100 199111147111147.00 cca.doc ER , ,0. w ,1, G` a y jtl «, i •I, ° aac�es. r b TOWN OF HYANNIS Construction Control Affidavit Project Number: 11041.00 Project Title: Super Stop& Shop Supermarket#406 Project Location: Iyannoughh Road&Attucks Lane,Hyannis,MA Name of Building: Super Stop& Shop Supermarket Nature of Project: New Supermarket Building In accordance with Section 116.0 Registered Architectural and Professional Engineering Services - Construction Control of the Massachusetts State Building Code I,Wayne E. Mattson,P.E. Registration No. 41546 Being a Registered Professional Engineer, HEREBY CERTIFY that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Entire Project T Architectural Structural Mechanical X Fire Protection Electrical Other(specify) FOR THE ABOVE-NAMED PROJECT AND THAT SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE 780 CMR MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I OR MY DESIGNATED REPRESENTATIVE SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2. 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Be present at intervals appropriate to the state of construction to become, generally familiar with the progress and.quality of the work and to determine, in general, if the work is being performed in manner consistent with the construction documents. UNDER SECTION 116.4.1,I SHALL PERIODICALLY.SUBMIT A PROGRESS REPORT,TOGETHER WITH PERTINENT COMMENTS. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF T FOR OCCUPANCY. � -cN of MASsgcyG ? VWV E E. s� TT'SON -► u MECHANICAL 46 Signature and Stamp(no facsimile) SUBSC ED AN . .SWO TO ORE ME THIS 26t"DAY OF August 2�0�11 J v ~�` NIY_G�iVi1V1ISSION EXPIRES NOTARY U LAIN TAN1f!LEETORRES'COWAONWEAUSETTSyes, eel Construction Control Affidavit PROJECT NUMBER PROJECT TITLE Stop&Shop#406 PROJECT LOCATION lyanough Road&Attucks Lane Hyannis, MA NAME OF BUILDING Stop&Shop NATURE OF PROJECT New supermarket IN ACCORDANCE WITH SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Lawrence A. Farrer Registration No. 30388 BEING A REGISTERED ARCHITECT/ENGINEER HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ELECTRICAL XX FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS AND ORDINANCES FOR:THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE: FOLLOWING AS SPECIFIED IN SECTION 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials. 3. Special architectural or engineering professional inspection if critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix A. PURSUANT TO SECTION 116.2.2.3, 1 SHALL SUBMIT PERIODICALLY,A PROGRESS REPORT TOGETHER WITH RER-TINF,NT COMMENTS TO THE BUILDING INSPECTOR. �Ztt OF M ``�, UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE S AC Y OMP.L IQM READINESS OF THE PROJECT FOR OCCUPANCY. �✓ VADMIfop Signature SUBSCRIBED AND SWORN TO BEFORE ME THIS 31 st DAY OF August,2011 �9pNAt Eea�` °`R NOTARY PUBL M ISSION EXPIRES MICHAEL CERLINDOLO Notary Public =J Commonwealth of Massachusetts My Commission Expires `LZ, Page 1 of 1 Shea, Sally j 6 From: Frank Pulsifer[FPulsifer@barnstablefire.org] Sent: Tuesday, January 17, 2012 1:39 PM To: Shea, Sally Y Cc: Frank Pulsifer; Roma, Paul Subject: Stop and Shop Barnstable Hi Sally: I am faxing the Building Code Compliance Form for the new Stop and Shop at Attucks and lyannough Road in Barnstable. Would you please see that Paul Roma gets this? Thank youl Frank Pulsifer 1/17/2012 f �rl{ 111 LETTER OF TRANSMITTAL ARCHITECTS DATE 4� JOB NO. 880 Main Street,5th Floor,Waltham,MA 02451 ATTENTION l O t ri t.781.693.7400 RE: ya f.781.693.7350 8�� www.sga-architects.com ✓{i TO l GGYliv1 0606 L Y4i1C^f E o 2oc.e u WE ARE SENDING YOU: LJ Attached ❑Under separate cover via the following items: ❑Shop drawings ❑Prints ❑Plans ❑Samples ❑Specifications ❑Copy of letter ❑Changeorder ❑ COPIES DATE NO. 1 DESCRIPTION �j-/rvw7l��'A l JJG//G,� r'�i?�lGviJ � gru G• D � THESE ARE TRANSMITTED AS CHECKED BELOW: ❑For approval El Approved as submitted ❑Resubmit copies for approval 1p r your use ❑Approved as noted ❑Submit copies for distribution VAs requested ❑Returned for corrections ❑Return corrected prints ❑For review and comment ❑ ❑FOR BIDS DUE 20 ❑PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED If enclosures are not as noted,kindly notify us at once. �� f ri ! Mail Processing Center Aeronautical Study No. Federal Aviation Administration 2011-ANE-1883-OE Southwest Regional Office - Prior Study No. Obstruction Evaluation Group 2011-ANE-1890-OE 2601 Meacham Boulevard Fort Worth,TX 76137 Issued Date: 12/29/2011 Joe Lopes Lawrence-Lynch Corp 396 Gifford St PO Box 913 Falmouth,MA 02541 **DETERMINATION OF NO HAZARD TO AIR NAVIGATION FOR TEMPORARY STRUCTURE** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations,part 77,concerning: Structure: Crane (Terex AC350) Location: Barnstable,MA Latitude: 41-40-32.14N NAD 83 Longitude: 70-18-25.80W Heights: 68 feet site elevation (SE) 150 feet above ground level (AGL) 218 feet above mean sea level (AMSL) This aeronautical study revealed that the temporary structure does exceed obstruction standards but would not be a hazard to air navigation provided the following condition(s),if any,is (are)met: As a condition to this Determination,the structure is marked/lighted in accordance with FAA Advisory circular 70/7460-1 K Change 2,Obstruction Marking and Lighting,flags/red lights - Chapters 3(Marked),4,5(Red),&12. See attachment for additional condition(s) or information. As a condition to this determination,the temporary structure'must be lowered to the ground when not in use and during the hours between sunset and sunrise. It is required that the manager of Barnstable Airport at 508-775-2020 be notified at least 5 business days prior to the temporary structure being erected and again when the structure is removed from the site. Any height exceeding 150 feet above ground level (218 feet above mean sea level),will result in a substantial adverse effect and would warrant a Determination of Hazard to Air Navigation. This determination expires on 08/01/2012 unless extended,revised or terminated by the issuing office. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE-E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE.AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO �. °. Page 1 of 4 ISIGNIFICANTAERONAUTICAL CHANGES HAVE OCCURRED,YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination is based,in part,on the foregoing.description which includes specific coordinates and heights.Any changes in coordinates and/or heights will void this determination.Any future construction or alteration,including increase to heights,requires separate notice to the FAA. This determination does include temporary construction equipment such as cranes,derricks,etc.,which may be used during actual construction of a structure.However,this equipment shall not exceed the overall heights as indicated above.Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this temporary structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance,or regulation of any Federal,State,or local government body. Any failure or malfunction that lasts more than thirty (30)minutes and affects a top light or flashing obstruction light,regardless of its position,should be reported immediately to (877)487-6867 so a Notice to Airmen (NOTAM) can be issued.As soon as the normal operation is restored,notify the same number. A copy of this determination will be forwarded to the Federal Aviation Administration Flight Procedures Office if the structure is subject to the issuance of a Notice To Airman (NOTAM). If you have any questions,please contact our office at(816) 329-2528.On any future correspondence concerning this matter,please refer to Aeronautical Study Number 2011-ANE-1883-OE Signature Control No: 154121191-155927763 (TMP) Cindy Whitten Specialist Attachment(s) Additional Information Map(s) 3 , y Page 2of4 l i Additional information for ASN 2011-ANE-1883-OE The proposed temporary structure is a crane at height of 150 feet Above Ground Level (AGL). The temporary crane will be used in the construction of a new building and will be located approximately 3,600 feet west- northwest of the approach end of Runway 15 at the Barnstable Muni-Boardman/Polando Field Airport(HYA), Hyannis,MA. The temporary structure is identified as exceeding 14 CFR,part 77,obstruction standards as follows as applied to HYA as follows: Section 77.19(a): The surface of a takeoff and landing area of an airport or any imaginary surface established under 77.19,77.21,or 77.23;would exceed the horizontal surface by 14 feet. It will also exceed the traffic pattern airspace horizontal airspace for all categories of aircraft by 14 feet. The proposed temporary structure (crane) does not constitute substantial adverse effect because the structure would be temporary. The structure would not be a hazard to air navigation provided the conditions noted on Page 1 and below of this determination are strictly met. The crane shall be lowered to the ground at night and/or at any time the weather ceiling is less than 1,000 feet and/or the visibility is less than 3 miles unless otherwise coordinated with the Barnstable Airport Manager (Bud Breault)at 508-775-2020. The crane operator shall remain in contact with the airport manager and provide a direct phone number for the crane operator in case of a safety issue requiring the crane to be lowered. The temporary structure shall be obstruction marked and lighted with flags and red lights in accordance with FAA Advisory Circular 70/7460-1,Obstruction Marking and Lighting. This document is available on the Internet at: http://oeaaa.faa.gov r Page 3of4 f TOPO Map for ASN 2011-ANE-1883-OE `C :� ��'��'°r,�S ��'�:�i�w�"-.� ,..rasa �"'�` r'��"•�--'4w�a.- as,� atc �rj r;;�r•�.n. -._, . - Nt S?_r"A U �� -tt y�j'•�a�+.nr•!L �.'- �, 5n r-. �.;n�iCY.i r -�L. 1"lG:• ' may. ��`��..i��/ �•�_•r n .•��, `ti*r+;�Y �"Y..;e"'"''.r s..�s�`�"�.�•��r�.r�>,5�y�+'�'��.-^l �-.jg`e� _ -"tea; ` =L 1.�`5�:/. r �. � "t? ^c - >,ar.n .:%. .CGtw,c_ ' _ r,,• _. ti s. � ..� y � '`��'� f`3���•° !A�j!�J�.rl . ..�. `���` L-•Y- .1.( �y^• � �-f ,7 ��� D �'a ��J�J�! 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Mail Processing Center Aeronautical Study No. Federal Aviation Administration 2011-ANE-1890-OE Southwest Regional Office Obstruction Evaluation Group 2601 Meacham Boulevard Fort Worth,TX 76137 Issued Date: 12/23/2011 Joe Lopes Lawrence-Lynch Corp 396 Gifford St PO Box 913 Falmouth,MA 02541 DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations,part 77,concerning: Structure: Building(Stop &Shop Supermarket) Location: Barnstable,MA Latitude: 41-40-32.41N NAD 83 Longitude: 70-18-25.80W Heights: 68 feet site elevation (SE) 34 feet above ground level (AGL) 102 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s),if any,is(are)met: It is required that FAA Form 7460-2,Notice of Actual Construction or Alteration,be completed and returned to this office any time the project is abandoned or: At least 10 days prior to start of construction(7460-2,Part I) _,X_Within 5 days after the construction reaches its greatest height(7460-2,Part 11) Based on this evaluation,marking and lighting are'not necessary for aviation safety.However,if marking/ lighting are accomplished on a voluntary basis,we recommend it be installed and maintained in accordance with FAA Advisory circular 70/7460-1 K Change 2. This determination expires on 06/23/2013 unless: ., (a) extended,revised or terminated by the issuing office. (b) the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed,as required by the FCC,within 6 months of the date of this determination.In such case,the determination expires on the date prescribed by the FCC for completion of construction,or the date the FCC denies the application. Page 1 of 3 1r1,TE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE.AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED,YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination is based,in part,on the foregoing description which includes specific coordinates ,heights, frequency(ies) and power .Any changes in coordinates ,heights,and frequencies or use of greater power will void this determination.Any future construction or alteration ,including increase to heights,power,or the addition of other transmitters,requires separate notice to the FAA. This determination does include temporary construction equipment such as cranes,derricks,etc.,which may be used during actual construction of the structure.However,this equipment shall not exceed the overall heights as indicated above.Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law,ordinance,or regulation of any Federal,State,or local government body. Any failure or malfunction that lasts more than thirty (30)minutes and affects a top light or flashing obstruction light,regardless of its position,should be reported immediately to (877)487-6867 so a Notice to Airmen (NOTAM) can be issued.As soon as the normal operation is restored,notify the same number. If we can be of further assistance,please contact our office at(816) 329-2528.On any future correspondence concerning this matter,please refer to Aeronautical Study Number 2011-ANE-1890-OE_ Signature Control No: 154314172-155769314 (DNE) Cindy Whitten Specialist Attachment(s) Map(s) Page 2 of 3 it .. . I TOPO Map for ASN 2011-ANE-1890-OE > L� �.� 4�^-'_. 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BOX 226 ' BARNSTABLE, MASSACHUSETTS 02630 CAPE COD (508).362-3828 • Fax (508) 362-3136 ®.www.capegodcommission.org COMMISSION TO: Town of Barnstable Town Clerk, Building Inspector,Town Planner,Planning Board, Conservation Commission, Board of Appeals; Board of Health, Chief of Police, DRI Liaison FROM: Gail P.Hanley, Clerk of the Commission SUBJECT: Atlantis Development/Stop&Shop Project Minor,Modification Type 1(dated December 13, 2011)to the Development of Regional Impact Decision JR20035 DATE: December 14, 2011 Enclosed please find a copy of a Minor Modification Type 1 (dated December 13, 2011)to the Development of Regional.Impact Decision for the Atlantis Development/Stop&Shop Project that was approved by the Cape Cod Commission on December 14, 2011. Should you have any questions,please do not hesitate to contact our office. u_�� 4 r. 3225 MAIN STREET P.Q. BOX 226 BARNSTABLE, MASSACHUSETTS 02630 CAPE COD (508) 362-3828 Fax (508) 362=3136 a www.capec6dcommission.org COMMISSION DATE: December 13, 2oii TO: Michael D. Ford, Esq. P.O. Box 485 West Harwich,MA 02671 FROM: Cape Cod Commission RE: Modification of a Development of Regional Impact APPLICANT: Atlantis Development C/o Michael D. Ford, Esq. .PROJECT#: JR20035 ,PROJECT: Atlantis Development/Stop&Shop Iyannough Road Hyannis, MA BOOKIPAGE: A TLANTIS IYANO UGH REALTYLLC Map 274 Parcel 004-B00 Cert. of Title No. 180241 Lot 5 LCP 30063D Map 274 Parcel 004-H00 Cert. of Title No. 180241 Lot 5 LCP 30063.D � Map 274 Parcel 008-B00 Book 21067,Page 206 Map 274 Parcel 008-H00 Cert. of Title No. 180240 Lot 11 LCP 24921D; Lot 12 LCP 24921E Lot 14& 15 LCP 24921F Map 274 Parcel 026-B00 Cert.of Title No. 180240 Lot 11 LCP 24921D; Lot 12 LCP 24921E Lot 14& 15 LCP 24921F Map 274 Parcel 026-H00 Cert.of Title No. 180240 Lot 11 LCP 24921D;, Lot 12 LCP 24921E Lot 14& 15 LCP 24921F Map 274 Parcel 027 Cert. of Title No. 180240 Lot 11 LCP 249211); Lot 12 LCP 24924E Lot 14& 15 LCP 24921F Map 274Parcel 040-005 Cert. of Title No. 180240 Lot 11 LCP 249211); Lot 12 LCP 24921E Lot 14& 15 LCP 24921F Map 274Parce1.040-006 Cert. of Title No. 180240 Lot 11 LCP 24921D; . Lot 12 LCP 2492.1E Lot 14& 15 LCP 24921F Map 274Parce1040-007 Cert.of Title No. 180240 Lot 11 LCP 249211); Lot 12 LCP 24921E Lot 14& 15 LCP 24921F Map 274 Parcel 009-B00 Cert. of Title No. 184941 Lot 21 LCP 249211 Map 274 Parcel 009-H00 Cert. of Title No. 184941 Lot 21 LCP 249211 VICTORY CHAPEL CHRISTIAN FELLOWSHIP CHURCH OF CAPE COD,INC. Map 274 Parcel 028 Cert.of Title No. 141766 Lots,6&7 L.C.P. 30063-E DECISION OF THE CAPE COD COMMISSION Background On June 12, 2008 the Cape Cod Commission(Commission) issued a Development of Regional Impact (DRI) decision,with conditions, for which approved,with conditions,the construction and operation of a 69,770 square foot supermarket on a 12-acre site located on the north side of Route 132,near the intersection of Bearse's Way, Hyannis. This DRI decision has been modified two times,in decisions dated November 1, 20io and November 10, 2011. The 2010 modification related to the position of the site driveway. The November 10, 2011 modifications related to the color of required traffic signal equipment and adjusted the timing of the required open space. Modification Request On December 5, 2011,Attorney Michael Ford, representing Atlantis/Stop&Shop,the Applicant, submitted a request to modify condition HPCC2 to update the list of plans and other documents submitted for the record. The proposed change to condition HPCC2 would reflect revised building elevations with a different exterior building material on the side and rear facades. Attorney Ford also requests to remove the language requiring Commission staff review and approval of final elevation drawings and floor plans prior to the Applicant requesting the Preliminary Certificate of Compliance. .On November 10, 2011,the Commission issued the project a Preliminary Certificate of Compliance, allowing the Applicant to apply for a Building Permit. Commission Jurisdiction and Modification Types Section 13(c) of the Commission's Enabling Regulations, as amended May 2011, sets out the types of DRI modifications. A Minor Modification Type #1 is defined as "revisions that are the result of more restrictive conditions imposed by.a local board or technical corrections or changes that the Executive Director or his/her designee determine are de minimus changes to the project." The Enabling Regulations also state that Minor Modifications Type #i "shall be approved by that the Executive Director or his/her.designee and reported to the Regulatory Committee and do not require further review by the Commission." Determination on Modification Request After consideration of a request by the Applicant's representatives to modify.condition HPCC2 of the 2oo8 DRI decision, as amended,the Commission's Executive Director has determined the requested change constitutes a de minimus change, and is approved as Minor Modifications Type #i. The following changes are thereby made to the 2oo8 Atlantis Development/Stop&Shop decision, as amended, as shown. Bold indicates new text and text to be deleted is shown by strike-out. Conditions ' HPCC2.The Applicant shall construct the Stop&Shop building in accordance with the appfeved perspectives, elevation drawings and proposed roof plan and materials specifications for Super Stop&Shop, Barnstable,Massachusetts, dated 5/23/08 by Arrowstreet and Peterson/Griffin Architects, Ltd as revised 11/28/11. The Applicant shall also construct the Stop&Shop building in accordance with an 11/30/11 letter from Attorney Michael Ford, received by the Commission on 12/5/11 including a narrative description of the proposed changes, The Applicant shall submit final elevations, construction drawings and floor plans for approval by Commission staff prior to requesting a Preliminary Certificate of Compliance. Commission staff shall review the final elevations, construction drawings and floor plans for consistency with the approved elevations drawings cited above. Prior to issuance of a Final Certificate of Cohipliance by the Commission, and prior to issuance by the Town of Barnstable of a Certificate of Use/Occupancy, Commission staff will conduct a site visit to verify the exterior design is Atlantis Development/Stop&Shop Minor Modification Type #i—Changes to Exterior Side/Rear Facades Page 2 of 3 i consistent with the submitted materials noted above, and to determine whether painting of the exterior facades is necessary: Any proposed modifications to the approved plans shall follow the Commission's procedures for modification to approved DRIB. C rab Pau Niedzwie x ti irector Date COMMONWEALTH OF MASSACHUSETTS Barnstable, ss 't ) , 2011 Before me,the undersigned notary public,personally appeared ��[l NI CdZWI CC�CI ,in his/her capacity as the Cape Cod Commission's Executive Director,whose name is signed on the preceding document, and such person acknowledged to me that lie/she signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification,which was [_] photographic identification with signature issued by a federal or state governmental agency,[_] oath or affirmation of a credible witness,or[✓] personal knowledge of the undersigned. N to Pu o ry b My Commission Expires: KRISTY TAf=T SENATORI n Notary Public ` Commonwealth of Massachusetts s My Commission Expires on June 30,2017 Atlantis Development/Stop Sr Shop Minor Modification Type#1—Changes to Exterior Side/Rear Facades Page 3 of 3 i i RSV ASSOCIATES CONSULTING ENGINEERS 10 MAZZEO DRIVE,SUITE 201-G, RANDOLPH,MA 02368 * PHONE(781 )963-5786* FAX(781) 843-3752 September 8, 2011 Tom Scott Scott Griffin Architects 880 Main Street, Fifth Floor Waltham, MA 02451 RE : Independent Structural Engineer Review Super Stop&Shop Store#406 Hyannis, Massachusetts RSV#2011-36 Dear Mr.Scott : We have performed an independent review of the structural drawings for the subject project with respect to Massachusetts Building Code Section 105.9 for an independent structural engineering review.The reference drawings are as follows : Structural Drawings ( Prepared by DM Berg Consultants, P.C., Needham, MA, dated 8/12/ 11 ) S101, S201, 5202, S203,S204,S301,S401,S501,S601,S701,S801 Geotechnical Engineering Report ( Pertinent pages only ) ( Prepared by GZA GeoEnvironmental, Inc., only dated May 18, 2011 ) In accordance with Building Code, Section 105.9.2 ( Independent Structural Engineering Review Guidance ) the following conclusions were made. 1. The design loads and criteria shown on drawing S101 are in accordance with the State Building Code. 2. The design criteria and design assumptions used in the calculations consisting of the gravity loads,wind and seismic criteria conform to 780 CMR and are in accordance with accepted engineering practice 1 r — — C Electrial Engineers EAI 406F August 12, 2011 Project No. 406 To Whom It May Concern Hyannis Fire Prevention Department Hyannis, MA Re: Fire Alarm Narrative Super Stop & Shop Supermarket Building Store#406 Lyannough Road Route 132 Hyannis, MA To Whom It May Concern: s Summarized below is a narrative of the fire alarm system.for the referenced building. The building is a single story.structure consisting of,a ground floor level and a rear.basement mechanical/electrical. The ground,,floor area will be comprised of various sales.and service departments .backroorn prep;iand., _ r stockroom areas, walk-in cooler'and.freezer chests toilet rooms,administration offices and'pliarinacy retail areas for an approximate square,foot area.of 55,238 sq. ft. The rear mechanical/electrical basement area will consist of storage, mechanical, refrigeration and electrical equipment room, walk-in cooler and freezer chest,toilet rooms areas comprised of approximately 11,151,sq. ft. In addition an emergency_ generator set installed in the back of the building on the exterior and will be provided to serve the building's life safety and equipment branch circuits. A new addressable, ADA compliant fire alarm system connected to a central station service to include horn/strobe notification appliances,pull stations, smoke detectors and heat detector initiating devices. The fire alarm system.will be equipped.with battery back-up power Npith.capacity for 60 bours and also be circuited to the building's emergency generator.system. Automatic detection is provided by smoke detectors and 135 and 165 degree fixed temperature heat detectors located throughout the building, monitoring of the hood suppression systems, sprinkler flow switches, low pressure switch and the main fire protection service along with manual pull station devices at the egress points from the building. Duct smoke.detectors with remote reset test switches will be provided for shut down of the HVAC k rooftop units. Activation of the hood suppression system,will cause the gas supply or the electric power supply to be shut off The main fire,alarm,control_panel will be,located on.the ground"floor level.in the sprinkler room surface. mounted on'the wall...A remote annunciator panel will,be,flush mounted and.located,on the exterior sprinkler room building wall as indicated on the,.drawing documents A fire alarm"locator;light"will be pruyided and located at the exterior1ront sprinkler building wall r !} .. ..a_ j .1 T. 'i l a...«�� ft'f •.„l t.l tw.r ! f. " - !4.; . .. .. v.. : 'fry + .. • , .. . ... ., 2'. f � .. Engineering Advantage,, Inc. ., - 2 Park Street Boston, Massachusetts 02122 617/288-3969 Fax 617/825-8922 ' f �J The activation of any pull station, smoke detector, heat detector, water flow switch, supervisory switch, or extinguishing system activation shall be recognized as a"Fire Alarm Condition" by the Fire Alarm Control Panel, which shall initiate the following action: 1. Transmit the alarm signal to the Central Station Service provider through the main fire alarm control panel with digital communicator via dedicated telephone lines. 2. Simultaneously, the following will occur: • Indicate the stricken zone at the remote annunciator panel, as well as the main fire alarm control panel and log the alarm into memory. • Sound a code 3 temporal pattern evacuation horn signal as well as a synchronized pattern of flashing signals with the strobe lights throughout the building. • Shut down all roof top air handling equipment 2000 cfm or greater. • Elevators shall be recalled to the designated non-fire floor. Motorized damper on elevator shaft vent will be opened (normally closed). • Resetting of the system shall be possible only from the fire alarm control panel. Until the fire alarm system is reset,the corresponding air handling equipment may not be re—energized. • All signals initiated from the above sequence shall to into memory. g q g Y 3. Transmit the trouble and supervisory signals to the central station service company through the fire alarm control panel with digital communicator via dedicated telephone lines. 4. The following conditions shall be recognized as a"Supervisory Alarm"by the Fire Alarm Control Panel: • Any wiring break in the SLC communication 'loops, the NAC circuits, or the transmission communication equipment. • Any peripheral device failure or maintenance required condition. 5. The "Supervisory Alarm" conditions shall activate the supervisory sounders at the remote annunciator, the main control panel and the customer service desk area. The fire alarm system will be tested in accordance with NFPA 72. All devices will be tested to ensure proper operation. The installing contractor will provide copies of test certificates as required by NFPA 72. Engineering Advantage, Inc. 2 Park Street Boston, Massachusetts 02122 617/288-3969 I i f If there are any questions,please contact me at your convenience. Very truly yours, ENGINEERING AD ANTAGE, INC. tb of MOM Lawrence Farrer, P. E. a NAL JFC:jc Enc. Xc: T. Scott—Peterson Griffin Architects Engineering Advantage, Inc. 2 Park Street Boston, Massachusetts 02122 617/288-3969 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name cvoaD D. 3'3 w Telephone Number 5-a Address ��S!LW Vie),-O pi t iO LA—NZ License # 7� IgA M ou-kq rj A, Home Improvement Contractor# 1 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO . G SIGNATURE DATE /A3 0/.201.— -4tQ- CVpPLied P41 , TOWN OF BARNSTABLE BUI DING PERMIT APPLICATION d Q Vl �Z3 e -, Map Parcel 0 ZZ On A lication # � Health Division Date Issued vA Conservation Division Application Fee Q 6 /vo Planning Dept. Permit Fee ' Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address 0.iin r9J Village a M w]A,J Owner io�tf K&4C4 Address Telephone I - 99 q Permit Request i�►� i e 2 O a'00 ° 3 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size 3 1100 aG f(5 Grandfathered: ❑Yes ❑ No If yes, attach s orting ooc umstation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) m Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's'Highwayi-•Zll Yet ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.7 co 8 w Number of Baths: Full: existing new Half: existing rev 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 }k 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 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ;�)IC*AAO . 4 io sag 1 ti.r5 Telephone Number Address 14 hoop La.� License # CS d 77S7 f'i4��Y1 d 1d Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ♦ Ln�'��e-*ziA-T�� �-oc,� r, (.�19�,� ®�f Rrl'A�, mom'% SIGNATURE DATE �I25F�ZO�z- FOR OFFICIAL USE ONLY a. !E '.'),APPLICATION# L £ DATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE _ OWNER - i DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL I . PLUMBING: ROUGH FINAL +' GAS: ROUGH FINAL FINAL BUILDING " DATE CLOSED•OUT ASSOCIATION PLAN NO. - w s Massachusetts Department of Environmental Protection _ Bureau of Waste Prevention v Air Quality 100138565 06 Decal Number tO3'hWP AQ Notification Prior to Construction or Demolition IWhen�fill a out A. Applicability 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 b the Department of Environmental Protection cursor-do not g 9 Y pa 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. VILJ B. General Project Description 1. a.is this facility fee exempt-ci 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 vath the 2. Facility Information: Department of Environmental VICTORY CHAPEL Protection a.N notification 2 "00 ROUTE 132 requirements of b.Address 310 CMR 7.09 Barnstable MA 02601 own d.State zi f.Telephone Number area codUnd extension E-mail Address ons 40800 1 h.Size of Facility In Square Feet I.Number of Floors J.Was the facility built prior to 19807 ❑ Yes 0 No k. Describe the current or prior use of the facility: CHURCH 1. Is the facility a residential facility? ❑ Yes ❑✓ No -o m. If yes, how many units? Number of Units ---^Q 3. Facility Owner: ATLANTIC IYANNOUGH REALTY LLC o a.Name o P.O.BOX 960696 b.Address BOSTON JIVIA 02196 0 6176462238 Tel phone.Number exte i E-mail s o I �O KAY CHAN h.Onsite Manager Name ® egOB.doc•10l02 BWP AQ 06-Page 1 of 3 . t Town of Barnstable _ Regulatory Services MAM Thomas F.Geller,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862AO38 Fax: 508-790-6230 Property Owner Must Complete-and Sign This Section If Using A Builder T, Atlantis lyanough Realty, LLC ,as Owner of the Subject property its herebyauthorize Lawrence Lynch LLC - to act on Wbehalf, in all matters relative to work authorized by this building permit application for. 2 Old Rt 132, Hyannis (Address of job) Tanvtav� 2b, Zo) 2- Signature of Owner Wlanager Date Ko,\ Chi Print Name if°Property Owner is applying for pexmit please complete the Homeowners License Exemption Form on the reverse side. QYORM&OWNERPERM1SSION cy a COUflsellors at Law s Lerin AND LOUgen.up 101 Federal Street Boston,MA 02110 Legal Precision and Innovation T:617.646.2000 F:617,646.2222 www.sherin.com Joshua M.Alper 617.646.2227 jmalper@sherin.com 30666.4 VIA OVERNIGHT DELIVERY July 25, 2008 Morris J. Tarkinow, President The Tarkinow Group P.O. Box 590128 335 Boylston Street Newton Centre, Massachusetts 02459 Re: Hyannis Development Agreement Dear Mr. Tarkinow: As you know,we represent Atlantis Iyanough Realty LLC ("Atlantis"), assignee of Cape Cod Aggregates Corp. ("CCA") of that certain Development Agreement dated August 24, 2001 originally by and between CCA and the Tarkinow Group, Ltd., as amended by Assignment and Amendment of Development Agreement dated April 12, 2004(as amended, the"Development Agreement")by which the Tarkinow Group,Ltd. assigned its rights in the Development Agreement to First Hyannis Realty,LLC. [Copies are enclosed for your reference.] Atlantis is a Delaware limited liability company with The Stop& Shop Supermarket Company LLC("Stop& Shop")as its sole member. As such, Stop & Shop, as the owner of Atlantis, is a party to the Development Agreement by virtue of the 2006 assignment to Atlantis by CCA. As a result of the foregoing, the parties to the Development Agreement are Stop& Shop and First Hyannis Realty, LLC, an entity which you apparently control. It has come to Atlantis' attention that you have publicly stated that the Development Agreement has expired and is no longer in force and effect. We believe the Development Agreement remains in effect and is fully enforceable in accordance with its terms, and our belief is well founded in both the case law recited below and commonly recognized Massachusetts common law. Although the Development Agreement does not contain a clear term or expiration date,the general rule in Massachusetts is that when no express time limitation for exercise of contract rights appears in the instrument itself,,a reasonable term will be implied by the court. Town ofMiddleborouQh v. Middleborough Gas and Electric Department, 41 Mass.App.Ct. 655,715 N.E.2d 467 (1999). See also Micromuse, Inc. et ano. v. Micromuse. PLC., et al., 304 F.Supp.2d 202 (D. Mass. 2004)which states that"where a contract uses a general term such as any time, or otherwise fails to impose a time limit, Massachusetts law will impute a reasonable time limitation." 00214155.DOC/3 i SherinANDLodgenLLP Morris Tarkinow, President July 25,2008 Page-2- In determining what constitutes a reasonable term for a contract of no definite duration to remain in effect, a court typically considers various factors,including the nature of the contract,the probable intention of the parties and attendant circumstances. Alexander v. Berman,29 Mass, App. Ct. 458 (1990). At the time the Development Agreement was negotiated and executed,the parties were aware that their respective development projects contemplated by the Development Agreement would require a significant period of time to complete,both to assemble and acquire multiple parcels of land and to obtain all requisite governmental permits and approvals. By your own acts and conduct,you recognized and acknowledged that the Development Agreement was in full force and effect as recently as February of 2006 when you gave notice to Sam Lorusso and Ed Lambert of CCA enclosing a sketch plan depicting the intended location of an additional building on your property, approval of which plan was denied for a number of reasons. [Enclosed are copies of your correspondence and CCA's reply.] In complying with the terms of the Development Agreement you acknowledged its effectiveness at that time. Under the circumstances, specifically the nature and scope of the parties' respective projects, it would be unreasonable to expect that the Development Agreement is no longer effective, and we know of no reason to believe that the Development Agreement is not in effect to this day. With regard to the effect of CCA's June 2006 sale to Atlantis of certain parcels of its land, CCA's rights in the Agreement were assigned to Atlantis contemporaneously with the closing of that transaction. Not only is such an assignment not prohibited by the Development Agreement, either expressly or by implication, but to the contrary,¶3 of the Development Agreement explicitly states that certain costs"shall not be Tarkinow's responsibility and shall be fully borne by CCA or its assignee." [Emphasis added.] The general rule in Massachusetts is that contracts are assignable unless expressly prohibited by their terms. In similar situations involving the assignment of a lease,the Supreme Judicial Court has held that a lease may be assigned or sublet in the absence of provisions in the lease prohibiting assignment, and an option to purchase contained in the lease runs with the land and inures to the benefit of the assignee of the lessee. Valley Oil v. Barberian, 344 Mass. 759(1962). Moreover, your contention that the Development Agreement is somehow ineffective as a result of CCA's assignment to Atlantis is disingenuous and belies the fact that The Tarkinow Group Ltd, an original party to the Development Agreement, itself assigned its rights to First Hyannis Realty, LLC in the Assignment and Amendment of Development Agreement dated April 12, 2004. Our client remains ready and willing to work with you to resolve any differences or misunderstandings in a mutually beneficial manner, in accordance with the Development Agreement. 00214155.DOC/3 SherinANDLodgenup Morris Tarkinow,President July 25,2008 Page-3 - Please call me should you wish to discuss this further. Yours sincerely, Joshua M. Alper JMA:rce Enclosures cc: Ms. Patty Daley Mr. Paul Niedzwiecki Michael D. Ford,Esq. 00214155.DOC/3 MAR;03-2006 11:17 40.C. AGGREGATES .� j 608 790 3227 P.05/08 D Vrt.,OPM-UNT•AGIREEMENT This Develop ent Agreement is made this Z&'_ _d�y of August, 2001 by and between Cape Cod A gregates Corporation, a Massachusetts co parat ion having an address of PO. Box 16, Hyannis, Massachusetts 02601 ("CCA")and the Tarkinow Group, i.td.;a Massa husetts corporation having an address of 3 35 Boylston Street, P.O. Box 446, Newton, Mi ssachusetts 02150 C"Tarkinow")• WHERHAS,'-C CA and Tarkinow wish to reaffirm an u nd tl t rstar drn�,concerning certain Items relalinggy the development of the premises so desc ibed in a Purchase and Sale Agreement betw n the parties dated September 6, 1996, as extended and inodifred -pursuant to amendmer dated-August 3, 2000 and as fuilber ame ided and extended on this day ot'Aug ist,20o1. NOW,111139 • M11R, C'CA and'l'arkinow agree;far con ideration paid, the' •receipt and,sufrciency f which is hereby,ackhowledggi, 61t-ituall agree as follows; 1. '1'arkinow ag. ees•to allowing i'reconfiguration of the en rance to the pr6p9sed retail development as s iown on a'site plan;entitled"Proposed Ret .i1 Development, Barnstable, Massachus Its", originally datoO April 26,2001 and r vised through August 8, 2001' 6rawing Title"C oncgpt Site•Plain F-241, prepared by VH as shown as•L�xhibit 'A' and attached,ligro ..Me.-Ma;n").... .. .__.,._..,.. :. _. 2- Rrkrn©w agi e94 e alowa�rs�gn�ofTrcyraay aloetlie western portion of �. . the site tQ al'IOW Unht�ntt d ture4accesss to CCA land to the nortr his access, however, / wrll_t%e lrmtted to passe o;cart rnercral a ehv ehrcula trr a `ic only CCA3gSrees M a and Mrnderstands t . W shalieded to the exist ng�aareage�ander rreernt3ni by Tarkinow. land area(the ar".9 git,a�s y�etm undetermined)issiiown rtlae,clottedipe''!tneter Ir�nn thB t})�pgrties A�rde that a _tlhreas shown nn tli attach�il rxliifiit `A' mays iioa necessarily �eflectthe 1a ea be tarisferdt"iomtsle,la�i ;taJcen fic mfhe .1. it is understo a liy'fiblli parties'fhat tlny'erigf'aeer'hig, nevi Titling mid rgst required for the r•econl•i► raticin ol'the entrance, roadway,and,lot lutes shall aint be 1'arkinow's rdsponsibilit and shall be fully borne by("CA or its ass:gnee. 4. C'C'A agrees ar d understands that ally anal all building foo print square rootage drat is contertiplated yti t ie existing land (15.78 Acres+14 presently'under agreement by •Tarkinow should be'alloi ved on any reconfigured parcel (Parftgraph 2 refers)similar to that shown on l;xhibit W. ' S. C'C'A agrees th t, within the yet to be determined recontig n•ed parcel, 'Tarkinow may place tiie buildings i any location. MAR-03-2006 11:te %C. AGGREGATES 508 790 3227 P.06/08 i l G. CCA agree to Allow Tarkinow signage on Route 132(at or near the so called Shirdan's/Candle Co►ipany site owned. by CCA)to provide advertising and direction for the proposed 13J's siti off Hadaw,ay Road, The exact location of this signage is yet unknown and must a form to all.applicable Toyrn and County Regulatory Boards, Commissions and Fay- Laws and will be in addition to or combined with arty signage erected on Route 132 by any future developer of that site, 7. CCA agree that, should a road,be built from Hadaway Road through to Route 132, 'rarkinow would lave the Willmited right to use'such roadway for all purposes roadway may be utiliz d within the Town of Barnstable, Fsecuted this 2-u day of August, 2001 Cape Cod Aggregates, Corp,, The Tarkinow Group Ltd., By: By, _ Samuel A. Loruss Pre;,-and Tress. Morris J, Tarkinow, Presi e Pa►icsSt Htrngpt TSOOauimo 0_�W7 hmd V-dapmmt CO i Eav�mnlSa�riaa - N O IOl N'deaSavd�PA.8ec9151 - O WMAMMa czan ` 6P9Qif 1TN-AAX6U7la� CO + �,��"�-; - - -•• .Hera�.t+woo. _ ».am Proposed - �.� .� r '�• ,�y` , - ate►-� i..•w E1S T•- A Reta Development Q ;-' . -----.r- B=uswblc.N.Ws=b!lsclss y EQ Qienc Review ' `•�' �' •�_ =— •� YalapplorcdfnGascacnem 3 ^� _�P , Concept Site Plan CO CD Cr CO ZD slim -�[�'1'��� 1 - � � �• „"-��• —ate ?--' r ._. - N- � � i�ii:c�. Ili, •`��Sri= •, ram- 9i y'^ - row m ; 0 m ' o a• o�srN... ' nix n, E-- ' mod' N N M "r O NCD P Om BI.td�IC06 ftlfm�is�l01E Y� af�m,e D Y trwltu psuL Q K � � v P a 5 P waft P a .'_•-.� l, = '- _ •ens amm,mrne,senmm _ _ ... __ �-�.—'• _ _ :;'+ � —mot •- _, _� �_ `�'�'� alansocva t � 't E i-• _ -,i e_ _ •:� s 3 ra.aal�aawm ; �E •�; _ J [J] emrmrr.uau � e ij a s � I , e!•; 0.��UEE �.... ..r.w_�•+v_ --•..mow•-._. .__.r..�-.c_.-si��.•,r,•. � ..�-...r-v_ spy► 6vn�mimibD +-I i AM=Lae- ID/MNp✓idYfAIGUlQ�RI .•,. ••� �-.�+-•.e+.�.._�-.. 1Rvlw �' -..�.-.w"e._.ti.'...r., W9171tMrW►gpD) w...mac.. �.--.� •.sa_ .� ammsi to rt, -c. n.� tea.__ -.._ _.-c1..•- _ L CD N E CD2.,1ww M � cnc,a d - r MAR703-2006 11:17 -.C. AGGREGATES I 60I 790 3227 P.03/08 a ' ASSIGNMENT ND AMENDMENT OF DEVELOPME T AGRE ME T This Assignment a ad Amendment is mach;on this 121 day .April, 20 4 by ind among the Tarkinow Group, Ltd ("Tarkinow"), First Hyannis Realty, LU, ("First anni ") and Cape Cod Aggregates Coj P. ("CCA"). WHEREAS, Tark w executed a Development Agreement with C d ugust 24, 2001, a copy of whI is attached here as Exhibit A (the "Development Agree ant"), relating to certain props described in a Purchase and Sale Agree ant dated a ber 6, 1996, as subsequently nded, and which this day is being convey ad by CC to F' st Hyannis (the "Premises") WHEREAS, Tar ow, First Hyannis and CCA desire to amend the D . elo ant Agreement and to transfe Tarkinow's interest under the Developm nt Agreem nt to First Hyannis in connection wi the conveyance this data; Now, THEREF , for consideration paid, the receipt ano sufficiency+of which is hereby acknowledged, th undersigned hereby mutually agree as fo ows: 1. With respe t to paragraphs 1 and 2 of the Developmept Agreement, within one (1)year from the date her of, First Hyannis may provide to CCA a ketch plan of where it intends to locate an additi nal building on the Premises (the "Plan"). CCA shall have thirty (30) days from the date o delivery of the Plan to review and to date a whether to approve the Plan, which approval i hall not be unreasonably withheld or del d. 2. Except as a Fpressly modified herein, the terms and conditions of the Development Agreement :ey in unmodified and in full force and of ect. 3. Tarldnow assigns to First Hyannis all its right, title and interest and to the Development Agreem t, and First Hyannis accepts and agrees�o abide by all of the terms, conditions and obligations of the Development Agreement as amended hereby. I MAR703-2006 i1:17 .C. AGGREGATES BOB 790 3227 P.04/06 WITNESS the ext cution hereof as of the date first above w itten. THE TARKINOW GRQUP, LTD. B .. I Y Morris J. Tarkinow, President FIRST HYANNIS REALTY, LLC By The TarWnow Group, Ltd., Manage B . orris J. Tarkinow, President CAPE COD AGGREG kTES CORP. By: Name: Title: ��a�. ✓P r 461,3 7 R, "T. ¢i�+rtr 1317599.1 4 II I i i JUN.02'2006 14:01 6112271745 Hemenway0arnes #5101 P.0071007 ASSIGNMENT This Assignment is executed and delivered as of thejW)day ofM,,L—,2006 pursuant to that certain Development Agreement dated August 24,2001 (the°`Agreement')between Cape Cod Aggregates Corp.,a Massachusetts corporation having an address of P.O.Box 96, Hyannis,Massachusetts 02601 ("Assignor")and the Tarkinow Group,Ltd.,a Massachusetts corporation CITarkinow")having an address of 335 Boylston Street,P.O.Box 446,Newton, Massachusetts 02450,as affected by that certain Assignment and Amendment of Development ,Agreement dated April 12,2004 among Assignor,TarMnow and lint Hyannis Realty,LLC. FOR GOOD,AND VALUABLE CONSIDERATION,the receipt and sufficiency of which are hereby acknowledged,Assignor hereby assigns,transfers,sets over and conveys to Atlantis Iyanough Realty LLC,a Delaware limited liability company having a principal place of business at 15 Plymouth Street, Cambridge,Massachusetts 02141 ('Assignee"),all of Assignor's right,title and interest in and to the Agreement,as amended,and Assignee hmby assumes all of Assignor's obligations under the Agreemant,as amended,arising from and after the date hereof. M MCUTED as of the date fast written above. ASSIGNOR: alarGRE ATES C 2 Name: Samuel A.Lorusso Title: President and Treasurer ASSIGNEE: ATLANTIS IXANOUGH REALTY LLC By-_ Name: Daliris Colon Title: Naae.ger 00116SUDOC/ V T .HE . TARKIN .OW GROUP s 3 w February 15,.2006 Via:First Class Mail Certified Mail 7005 1820 0000 1.130 9144 Ed Lambert Sam Lorusso PO Box 96 Hyannis,Nk 02601 RE:FIRST'HYANNIS ADDITIONAL LAND Gentlemen: Enclosed please find a copy of a plan for the future development of my land adjacent to the BJ's Wholesale Club on Hadaway Road in Hyannis. I intend to present the enclosed plan to the Town Of Barnstable for approval.If you have any comments,ldndly forward same tome within 30 days. Sincerely, We J Tarlunow,President Mgr,First Hyannis Realty P.O.BOX 590128.W BOYLSTON STREET•NEWTON,MASSACHUSETTS 02459 ' PHONE:617.244,4100•FAX:617,274.4102 . z w i ' N �vca O m O rQ If ►+ O - 2 �-3 CA l i 9 � 'r.. � - .. � •L •,[+QE-r17v���tA1eCl(�ot6telEil �` - _ _ -...... _ .•Y.. .:._ _- -� .• � CD . .._.� _ _ ...I.".6armo'rwramonaraaep ._�-�x- _ .. �..-.. -_ ^_.•. a..4 ..= _ � � ------------------ • O 38" co SYxaPOSED REnMDRVNAXMgL7T N f AT1U AM .J BARrarAWAXASSAMMMM b 0 co I MAR-13-2006 11:16 C.C. AGGREGATES 608 790 3227 P.02 GAPE COD AdCimm8s CORP. 4O READY MIX DRIVE i P.O,BOX 96 HYANNIS,MA 02604•0096 March 13, 2006 VIA CERTIFIED MAIL: RETURN RECEIPT REQUESTED t -Morris J. Tarkinow, President j The Tarkinow Group Mgr, First Hyannis Realty P.O. Box 590128 •335 Boylston Street . ..]Newton, Massachusetts 02459 ' Re: Additional Land, Attucks Lane, Hyannis, MA i� Dear Moe: Thanks for sending your proposed plan for the development of your land adjacent to the B7's Wholesale Club on Attucks Lane in Hyannis. We were disappointed to see that the proposed location of the entranceway is contiary to-what we•had agreed upon. It is located too far to the east and this conflicts with the entrance configuration of the proposed Atlantls/Stop & Shop development, nor is It in keeping with the Cape Cad Commission's expectations. We regret that we must withhold our approval of this plan. Moreover, this proposed development, as depicted, does not meet , zoning requirements, as it relies on parking to be located within the residential zone. .We have attached for your consideration an example of a plan by VHB which we believe meets zoning requirements, and will satlsi fy Cape Cod Commission criteria for this location. Let's discuss this once you've had the opportunity to review the enclosed plan. Very truly yours, Sam Lorusso/Dave Peterson (590)776.37% FAX(508)790.3227 SHOP(508)778.6409. d of its' !p Igjf: I I ai'' 3Ik s'� o i 4 y 1 I� CItiz !; Bank i. I DRAWING LIST I T-00100 COVER SHEET A-10100 LOCATION PLAN j I A-10200 PROPOSED FLOOR PLAN A-I03.00 RER-ECTED CSLNG d SOEHT PRAMNG PLANS, A-104.00 ELEVATIONS SUPER STOP AND SHOP. A105� 4LLWORK AND DETAILS A-106.00 TELLER C0IAVTER A107.00 FINISH MID DOOR SCHEDULES A108.00 HV.A.0 8 SPRINKLER PLAN - A109.00 ELEC./EQUIPMENT PLAN Super Stop a n d Shop 425 Attucks Lane Barnstable, MA PROJECT CITIZENS BANK - Super Stop and Shop 425 Attucks Lane Barnstable, MA i COVER SHEET '. - .. SEn &-5`CN TIIRE DATE jLRA 2013 D' 1 _ 1 DRAWING BY F.3.0 WI N.BY. DWG.No. �F T-001 .00 i t �LQL> r ARCHITECTS e ' e ,... � 2W EST STREET SUITEG T WEYMOUTH MA U1190 ' TEL 781.331 8541 I IIIIIIIII A. ~ t "' B MM=mm IwF . moo. ■m: 1La MA m V114 Citizens ., t �I 1 r - 1 RR I� Bank / = 1' -► I .I .► I I•- I• it I. MM iM— I m II r r gel /I I Ise s ■ 1 I I 1 ► � ► :I_ I I �I - - 1 ► i r � I �I■ i � i3 ,.�„ s, �II i F,7 2. 1 I m m m m m m m t m -® EMS SUPERMARKET LAYOUT TAKEN FROM AHOLD USA STORE PLANNING- FIXTURE PLAN FI/B1(DATED 2-04-11) cic� s , PROJECT M 9 Ell CITIZENS BANK Super Stop and Shop Barnstable, MA LOCATION PLAN 5. - i J ., it I- -I�- �- q■ 1. � �� L .-. -.n. ♦ ,i. 'I�- jG. � ��■ '� �t a ,� jfi. 'e. '�. !�. 'ri. _ � •�!�l�go�!!!�, ir.�a� Cp r.0 , r ( i I 2 I 3 i 4 5 Construction Notes D yF: i. THE SCOPE OF WORK FOR THE PROJECT SHALL INCLUDE ALL LABOR.MATERIALS.DEVICES, I SUPPLIES,EQUIPMENT,AND OTHER FACILITIES NECESSARY FOR AND INCIDENTAL TO THE _ CONSTRUCTION FOR: CITIZENS BANK IN BARNSTABLE.MA h.o- ( 2. THE CONIRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND OTHER PERMITS d AND GOVERNMENT FEES.LICENSES AND INSPECTIONS NECESSARY FOR PROPER EXECUTION ' AND COMPLETION OF WORK. 3. THE CONTRACTOR SHALL PAY ALL FEDERAL,STATE,LOCAL AND ALL OTHER TAXES THAT ARE APPLICABLE 10 THIS CONTRACT. a 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY DISCREPANCY TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 5. THE CONTRACTOR SHALL PROMDE.TEMPORARY ELECTRICAL POWER AND LIGHTING AS — J�'luvlF l REQUIRED. F2�6-- HARD CEIl1NG WITH EYEBROW SOFFIT EXTENSION-32'-d' 3'6"x7' G. ALL WORK PERFORMED SHALL COMPLY TO ALL FEDERAL.STATE AND LOCAL BUILDING CODES OUT AND REOUIREM ENTS.AS WELL AS THE MOST RECENT REQUIREMENTS OF THE HANDICAPPED - CODES. AIM ). ITEMS LABELED NIC ARE"NOT IN CONTRACT'.THE C.C.,HOWEVER.IS RESPONSIBLE FOR WALL MOUNTED RACK 1 ALL R.O.,NECESSARY BLOCKING AND COORDINATION OF WORK. WITH DOCUMENT SECURITY CONSOLE BENEATH - E B. CONTRACTOR TO OOF COMPLETION.TIONN SCHEDULE WORK OF ALL INTERCONNECTINGLAD0AS TO WORK T DELAY — — — — — — — — — — — — — — — — — — — — — — \/ AT ANY LATE SCHEDULING. _ EXIT A109 6 I i /\ B. ALL MATERIALS TO BE NEW(UNLESS OTHERWISE NOTED ON DRAWINGS),FIRST CLASS, - \ IN EVERY RESPECT,AND SHALL CONFORM TO CONTRACT DOCUMENTS. X -_- I - ------- -------'-- -- - N/ S TIE U LE .-LEASE LINE 10.CONTRACTOR TO COORDINATE CUTTING&PATCHING OF ALL TRADES.MATCH EXISTING 130° I (SHOWN DOT-DASHED) MATERIALS AS REQUIRED. WWWYY OUT Rd UP Citizens C 11.CONTRACTOR TO COORDINATE KEYING SYSTEMS AND ALL HARDWARE FUNCTIONS PATH BANK. I �� `} 2',6'' /'� 1 4 `� Lobby CONCIERGE J -� Bank �'.Y 4 '� PROVIDE BLOCKING SEE ENL.GETS. Y U Q 1k 12.CONTRACTOR TO WITH EACH ALL DELIVERY SCHEDULES AND LOCATIONS FOR ALL BANK 6 �i l FURNISHED:TENS WITH EACH SUPPLIER.VERIFY SUCH BANK FURNISHED ITEMS WITH 94jA, FOR MOUNTING OF 105 ON DING.A-105 SHELF OVER ATM AIM SURROUNDf BANK REPR'_SENTATIVE,G.C.TO PROVIDE SOLID WOOD BLOCKING AS REQUIRED. AS REQUIRED I 'Concierge TEKNION SWING + 1/2"PLYWOOD PAINTED 13,CONTRACTOR SHALL REMOVE ALL.TEMPORARY ITEMS.TRASH,TOOLS.AND EXCESSIVE FLAT BLACK FOR / HANDICAP TELLER STATION DOOR&FRAME -� MATCRIALS AT THE COMPLETION OF WORK AND LEAVE THE ENTIRE PROJECT SITE IN DIEB060 TO CONFORM TO THE (BY°TIMERS y PHONE SYSTEM AND IDM 8'-0"HEIGHT A NEAT,CLEAN.ACCEPTABLE CONDITION. VIDEO SYSTEM / REQUIREMENTS OF 521 CMft, LCD SCREEN/MEDIA BOARD IEKNION SWING Sh,� ARCHITECTURAL ACCESS .(PROVIDE F.R.PLYWOOD DOOR&FRAME PROPOSED / Bin BOARD AS REQUIRED BLOCKING(FULL WALL (BY OTHERS) 19.PRIOR 10 TURNING THE COMPLETED PROJECT OVER TO THE BANK.THE CONTRACTOR ELECTRIC PANEL (SEE ENLARGED DETAILS TELLER COUNTER BETWEEN DOOR) 8'-0"HEIGHT r- SHALL REMOVE ALL GREASE,DUST,DIRT,STAINS,LABELS,FINGERPRINTS AND OTHER LOCA TON / DWG.A-1D8) SEE ENL DETAILS ' x FOREIGN MATERIALS FROM SIGHT,AND SWEEP,WET-MOP AND VACUUM ALL.FLOORS. \ 2 A109 /' ON DWG.A-106 15.CONTRACTOR TO COORDINATE THE INSTALLATION OF ALL ELECTRICAL,ALARM.SECURITY,DATA .yam OZ �T AND TELEPHONE LINES.CONCEAL ALL NEW UTILITIES IN FINISHED AREAS AS REQUIRED. TELEPHONES TO BE FURNISHED AND INSTALLED BY BANK. 4 16.ALL WORK SHALL BE PERFORMED WITH THE BEST ACCEPTED PRACTICES OF THE I I i RESPECTED TRADES. �5-TIER H.O. ' I SHELVING II \------ Ce { 17,ALL.MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS I 'COAT \ Office \ 32"MONITOR �ffl / I RECOMMENDATIONS,INSTRUCTIONS AND SPECIFICATIONS. -- RACK \ CENTERED ON Video WORK COUNTER 102 TABLE(PROVIDE 1 - SEE DETAILS ON j Conference - DRAWANC A-104 Security BLOCKING AS REOD.) I 18,THE WCRKIAANSHIP FOR O SHALL SUBMIT A WRITTEN GUARANTEE FOR THEIR MATERIALS ��I , ry Room i AND WCRKt.:AN5111P FOR 0`IE(I)YEAR FROM THE DATE OF FINAL ACCEPTANCE OF OWNER. (5'-0"L V.I.F.) , I o-� Room' a Teller Line C.C.OWNS CUTTING W.O. FOR NIGHT DROP HEAD q ail103 OJ I 19.THE GENERAL CONTRACTOR SHALL BE RESPOSIBLE FOR INSTALLATION OF A PLYWOOD BARRICADE THRU MASONRY AND ANY q IF REQUIRED(PAINTED GREEN): PATCHING REQUIRED 04 BACK COUNTER 1)1)1)f (GC TO COORDINATE I SEE DETAIL 7 J � 2 AIM WITH MARKETS EXT. ON DWG.A-105 20,CONTRACTOR WILL BE RESPOSIBLE ALL COSTS ASSOCIATED WITH EXISTING SPRINKLER SYSTEM IN FINISH SUB AS REO'D.) I UNIT - P.LAM. 3 THE BANK SPACE.INCLUDING LOCATING HEADS IN THE CENTER OF CEILING TILES THROUGHOUT. \ S g CONTRACTOR WILL BE RESPONSIBLE ALL FIRE ALARM RELATED EOUIPEMENT IF REQUIRED. I I TO HOUSE REF. SIC EQUIP. A104 4 { 21.CONTRACTOR WILL BE RESPOSIBLE FOR(6)NEW PC BRACKETS AS REQUIRED, I * I-BE7017` I\ \ SEE DETS.. CA NET I _.- _------ \ DWG.A-105 ❑ I ❑ ❑ PROJECT WORK STATION SEE ENLA GED GETS. 4 ON DWG.A-115 CITIZENS BANK 32'_°"+- Super Stop and Shop j L - - - - - - - - - - - - - - - - - - - - - - - - 425 Attucks Lane Wall Type. Legend Barnstable, MA I �= EXISTING WALL ' 4 Approx.648 S.F. ! PROPOSED NEW WALL BY GENERAL CONTRACTOR A 3 SIB"MIL STU05®16"O.C.WITH - A 3,/2"F.G.SOUND INSULATION&5/8" FLOOR PLAN 1 C.W.B.ON EACH SIDE.EXTEND THRU CEILING TO UNDERSIDE OF DECK GROUND LEVEL) • SEAL&SIGNATURE DATE: M 4-03-12 PROJECT No, 20120C1 Proposed Floor Plan ' .< I DRAWING BY: P.B.C. t. .. 1 CHK BY: D.R.L. s. A702 SCALE: 3/B"�1'-d' MAgy DWC.No. l ye A_1 OLn/ O 94 C" CAD FILEN R 12.— 3 of I 2 ( j j S ct:o s zo 3 2 I. I' 6"-20 GAUGE MTL STUD FRAMING ®16"D.C. TENDED t C.FA WITH 2-110 '• 77 $CREWS PER STUD&ATTACHED TO 6"20 GAUGE MTL.STUDS. THE EXISTING JOISTS WITH 20 GAUGE I- •• # � 3}?} CLIP ANGLES AND 3-®10 SCREWS ��I I i Ceiling Notes o ° ° o ifs �' o o _ _ _ _ _ _ ' T � 4I;�)�C. II ( LINE.N LT.GAUGE i 5. CONTINUOUS BRACING TO STRUCTURE ABOVE Ti(a 1 WHERE BEAM$ PIPES AND OR OTHER CONSTRUCTION DETAILS PREVENT THE USE OF (SHOWN DASHED) E STANDARD RECESSED FIXTURES SHALLOW RECESSED FIXTURES SHALL BE USED \ I (FI%TURE CUT SHALL BE SUBMITTED FOR APPROVAL BY ARCHITECT OR ENGINEER). 1 _ ` "V `;� , THE AREA SH01NJ SHADED ° IS WHERE THE HARD CEILING D CEILING HEIGHTS AND `\\ o "I E STEPPED.DOM 2" A DEL TO B ALL S W I I ELECTRICAL CONTRACTORS SHALL CHECK o � I a2. - C AND ELE ° . _ ANO CEILING PLENUM CONDITIONS FOR CLEARANCES OF ALL DUCTWORK.LIGHTING AND I ti,�!T — (� OTHER CEIUNG HEIGHTS SHOWN ON THE CONTRACT DRAWINGS.AND DISCREPANCIES „�_. — — — — — — I -SISTER 6"LT.GAUGE JOISTS SMALL BE BROUGHT TO THE ARCHITECTS ATTENTION. ""��. BESIDE MAIN JOISTS SET 2" -.-.. LOWER THAN MAIN JOISTS C: LINE OF LT GAUGE \ I AS REQUIRED. '. 3. Tgo SUSPENDED CEILING HEIGHTS SHALL BE SHOWN ON ARCHITECTS REFLECTED CONTINUOUS BRACING /'° I \ CEILING PLAN AND ANY DEVIATION FROM HEIGHTS SHOWN SHALL BE SUBMITTED TO THE TO STRUCTURE ABOVE } �./ A ARCHITECT FOR APPROVAL (SHOWN DASHED) '•�� g !I • LGSING UP AND CEILING,ANY PLENUM SYSTEM(HVAC.PLUMBING& - I I \ 4. PRIOR TO C gryp WHERE REQUIRED.TESTED BY CONTRACTORS. ry ° W ° ELECTRICAL SHALL 8E INSPECTED STUD WALL TO EXTEND TO ..;.} 1 AUTHORITIES HAVING JURISDICTION TO INSURE THEIR PROPER XSTNG STRUCTURE ABOVE& �A'� .1 ENGINEERS AND PROPER E I I - f ..... ........ "METAL ST UD A 0 N AND FUNCTIONCON E INSTALL 1 SOFFIT FRAMING AS REBID. I _ 5. ALL SUSPENDED ACOUSTICAL TILE CEILINGS.SHALL BE INSTALLED IN ACCORDANCE WITH _ _ _ —, I ALL CODES. JOINTS IN THE TILE FIELD SHALL BE SO ARE.LEVEL AND PERFECTLY ALIGNED WITH 6. ALL - I E EACH OTHER AND WITH RECESSED LIGHTING FIXTURES. I I I IWI 1 l'\ II V\ I STUD WALL TO EXTEND TO 1 7, CEILING CONTRACTOR TO COORDINATE ACESS ULES/PANELS WITH OTHER TRADES. I �J / \? I I C NNEG STRUCTURE ABOVE& J STUD WALL ABOVE CEILING 70 EXTEND __- -- - - - _- - - "' SOFFIT FRAMING AS REOD. TO EXISTNG STRUCTURE ABOVE CONN CT TO 6' METAL STUD I CONNECT TO 6"METAL STUD SOFFIT B. ALL 01 USERS AND REGISTERS IN ALL AREAS SHALL DE SET PER STARTING POINTS ON FRAMING AS REQ'0.(SHOWN DASHED) I I -- THE ARCHITECTS REFLECTED CEILING PLANS. 9. ALL DRYWALL SOFFITS AND FASCIAS ARE TO BE COMPLETED AS INDICATED ON PLANS. t 10.ALL LIGHTING,CEILING MOUNTED DEVICES.SPRINKLER HEADS,ETC.SHALL BE LOCATED I `'.• - IN THE CENTER OF CEIUNG TILES(COORDINATE DEVICE LOCATIONS IN HARD CEILINGS I I I \ I �I j WITH ARCHITECT). _ \ /�\\ I ` __ \ ILL, 1._ --- -'- I --- ' _ ? � -- I \; Citizens C --. .�...__..._ , •. _--- -- - Bank I � R Ba 6 2T4 STUDS 2X8 CONTINUOUS ®2i O.C.TO F WOOD BLOCKING _ .._.. .-._ If\ UNDERSIDE OF AS REWIRED -- DECK ABOVE , ALUMINUM J �\ I SCREEN HOUSING SHEETROCK - I (VER.W/MANUF.) ROLLER CEILING - Soffit Framin Plan A103 SCALE: " I I ACOUSTICAL L / CEILING TILES Ir---SCREEN(WITH IMAGE) CLOSURE PANEL 3 Screen Detail ©L °G A 103 SCALE: - N.T.S. - °p C \ \\ \ '�PROVIDE'PLYWOOD 1 FOR NEW SICNAGEn I \\\ (VER W/-S)GN VENDOR) `.. \ ° O Lobby O� OG Cgric(erge a la General Notes and Ceiling Plan Legend \` °` 05 oB - 8 0` Cl0'HT PROJECT ! 111 *B'-0"CLC HT STEP IN HARD. ` d 1. LOCATE SPRINKLER HEADS IN CENTER OF TO THERMOSTAT NEW CEILING TILES. \ R.A oC -�- 00 OB ° CITIZENS BANK CONNECTED TO EXISTING BUILDING SYSTEMS op COMPACT FLUORESCENT VERSEN 2. EMERGENCY LIGHTING TO MATCH AND BE 4 6+ L7 DOWNUGHT-32W P921 5-7/8" 4 4 \ \\\\ \\\\ \ Super Stop and COORDINATE H V.n.C.-DIFFUSERS AND REGISTERS WITH CEILING \ i5 AND LIGHTING LAYOUT. ° KURT VERSEN RECESSED \ -- ' S B COMPACT FLUORESCENT Shop WALLWASHER 32W _ / _ I 2',2'RECESSED DIRECT/INDIRECT LIGHT FIXTURE P953 5-7/B"APERTURE MOTORIZED SCREEN TO LAND ON \ \ I LSI LIGH IRON ING,2-24H0- 24W TSMO 22", (TO BE ON 24 HRS.) 7pp OF TELLERS UNE RISER BOX ( II \ \ _ MOUNT STROBE IN FIRST 1, I LSI SHIELD,SSB-BIAX INSTANT START, 120V AS REQUIRED. ) Se Urlty \ PA/ O VA �p I / OFFICE HIGH.COORDINATE 425 Attucks Lane I � 4.;•. (SIMILAR: 24 HOUR NIGHT LIGHT) KURT VERSEN RECESSED -PROVIDE CONTINUOUS 2%8 WOOD ( RO m \ \ / R.A. R.A. WITH EQ BRANDSCAPING AS oG. COMPACT FLUORESCENT BLOCKING FROM WAIL TO WALL REQUIRED Barnstable, MA L7 DOWNUGHT-32W P921 5-7/1.. 4 3/4"ABOVE CEILING GRID TO 1 5 ICe (TO BE ON 24 HOURS) SECURE SCREEN HOUSING,SCREW ( \ eller Li e COILING TRACK TO HOUSING FROM offiC@ Video INSIDE OF HOUSING-VER.HWSING } OE S\ ( 103 ) C ference LSI RECESSED FLUORESCENT LIGHT FI%TURE SIZE WITH MANUFACTURER- } _ L51 LIGHTRON INC.3%32W T-8. 120V OR 277V (SEE DETAIL 3-TNT$SHEET) S.A. SPRINKLER HEAD \� i/ ' �. \ ( A g_�.CLG HT 101 : S A \ 8'-0' CLG MT REFLECTED CEILING H.V.A.C.SUPPLY AIR DIFFUSER. � - --�� -""""" " PROVIDE DAMPERS -� ` -�- \-_- [n] AND SOFFIT AS REQUIRED. CEILING MOUNTED EMERGENCY / �8'-2"CLG HT/ UGHT -- 5. $.A. FRAMING PLANS 8'-0"CLG HT CEILING ELEVATION TARGET \ \ \ ❑ A �A I N.V.A.C.RETURN AIR DIFFUSER (GROUND LEVEL) " R.A. ❑ ❑ .._ ... ACOUSTICAL CEIUNG TILES IN SUSPENDED \ \/ SEAL h SIG�t ANRE DATE: 4-03-12 F, H V A.C.RETURN AIR DIFFUSER METAL GRID SYSTEM REFER TO PLAN FOR ' - P�r r'. PROJECT No 2012MI Ii © CONNECTED TO 400 LFM EXHAUST FAN SIZES.(SEE FINISH SCHEDULE) 2 (EXHAUST FAN TO BE SUPPLIED ` / (/ . DRAWING BY' F.B.C. } BY MECHANICAL CONTRACTOR) \ "' �No^� CHI.BY: O.R.I. Reflected Ceiling Plane DWG.No. I �s14 rI H.V.A.C.SUPPLY AIR DIFFUSER. �'�'� A-103.00 PROVIDE DAMPER$ V AS REQUIRED A703 SCALE: 3/8"�1'-O' btl'p i J CAD FILE No. ' Citizens 2012.co< 1 4 It 11 f 4 5 I 2 I 3 4 5 rA1' Ilr 91 I J 4 &A S .IAA2 3 LINE OF NEW SUSPENDED LINE OF NEW SUSPENDED A A.T.CEILING E�} OF NEW SUSPENDED LINE OF NEW SUSPENDED A.T.CEIUNG CEILING A.T.CEILING I 7,A WALL FINISHPAINTED FER TO (REWALL FINISH FINISH SCHED.)PAINTED (REFER TO WALL 22"x28" (REF FlNISH FlNISH SCHED.)--) 32" . SCREENPAINTED POSTER POSTER // (REFER TO (VER.512E W/ _FRAME FRAME FlNISH SCHED.) BANK)WALL FINISH(REFER TO PRINTER TO SIT FINISH SCHED) TOPOF WORK i. / - ONN 10,/ SURFACE SHELF PENCIL WALL I e u - yid (-w ..�-I -`. - O n o DRAWER BASE(REFER I PENCIL 1 \\ !• TO FINISH I DRAWER o e H SCHEDULE) 1 _ _ -- P,LAM.WORK STATION P.LAM.BASE CAB.WITH AND FILE STORAGE P.LAM.WORK STATION ADJUSTABLE SHELVING(PL-4) - AND FILE STORAGE ' NEW CLEAR ANODIZED M - ALUMINUM/GLASS STOREFRONT SYSTEM - Elevation @ Office #102 4 Elevation @ Office #102 3 Elevation @ Video Conference 2 Elevation @ Video Conference 3/B••=,•-a' A1oa scALE: 3/B^=1•-0" Citizens \/1�'_ /y��+`�°'+�'��y[ SCALE: A104 SCALE: 3/8"=,'_�" A104 SCALE: �/I t'ze Y l s cAdt Barak 6'-B"+ WALL DIM. 6'-8"+-OVERALL SURROUND OIM. Citizens Ban l 1/2"THICK CLEAR PUSH-THRU _ LETTERS W/1ST SURFACE WHITE VINYL -�- -�, (SIM.TO CRANSTON ACCESS) FABRICATED.1/8"ALUMINUM ILLUMINATED SURROUND PAINTED SVOC 1405 CKACE = "CITIZENS"GREEN STIPPLE FINISH (SIM.TO CRANSTON ACCESS) i J� - RECESSED ENVELOPE _ _—' - -- {`-{'F` L &DEPOSIT SLIP HOLDERS gawI EACH SIDE) ' INTEGRATED WRITING SHELF ®4 ®34"A.F.F. EYEBROW SOFFIT EXTENSION FLOATING BACKLIT MEDIA BD. GWB EYEBROW SOFFIT NTH -BY OTHERS-(CONTRACTOR PAINTED FINISH(REFER TO PORTAL W/PTO.FINISH(REFER M Wall/Surround TO PROVIDE F.R.PLYWOOD BLOCKING FlNISH SCHEDULE FOR COLOR) TO FINISH SCHED.FOR COLOR) Elevation AT ON ENTIRE WALL AS REQUIRED) B 3 B"m 1•_O• fir. :'/,'i/i,/ / F / .%;+� r:/,./r/�i /„ r//.. .�,.. :'//".y/'G%.,// '�B. K>I6NAGE,/, j�' A 104 eYr: PEN //i / �,< PROJECT Citizens Bank j FACE OF PORTAL TO BE 12" a 0 1 / //"'/ _ % CITIZENS BANK { OUT FROM FACE OF MARKET N A�/ �//%• \�� MARKETING WALL BULKHEAD /// -BY OTHERS- 0 3o TEKNION SWING DOOR //%./ y _ IIICCC (NO POWER OR NEW ATM SURROUND &FRAME(BY OTHERS) /� / / BLOCKING IS ❑ j /�// (BY OTHERS> Super Stop and I REFER TO MANUF.SPECS. / / REQUIRED) %/ / . o FOR DETAILS %� // I ///% - ._ Shop . BANK SIGNAGE ////r// / I I l/ /r/ GWB PORTPL LEG N11N (BY OTHERS) CWB PORTAL LEG WITH / PAINTED FINISH (REFER TO w PAINTED FINISH(REFER TO ) / / / 1 / L J '�� 8 8 FINISH SCHEDULE iIXt COLOR) 425 Attucks Lane FINISH SCHEDULE FOR COLOR I / / FIN WALL ' � Barnstable MA FlNISH(REFER REFER TO 1 f/ / TO FINISH SCHED. 1"/ PAINTED FINIS" % FOR COLOR) j ///jjj FINISH SCHEDULE FOR COLOR) WALL BASE (REFER TO FINISH SCHED.) EYEBROW a .SOFFIT HANDICAP TELLER STATION EXTENSION 2'-6' TO CONFORM TO THE NEW DIEBOLD ATM WALL BASE O .�-- CONCIERGE DESK LOCATION OF 42" REOUIREMENIS OF 521 CMR. (VER.WALL OPENING (REFER TO FINISH SCHED.) C SEE ENL.DETAILS LCD/DCN MEDIA ARCHITECTURAL ACCESS SIZE WITH MANUF.) ON OWL.A-105 SCREEN(BY OTHERS) BOARD AS REOUIRED ELEVATIONS S - TEKNION SWING DOOR (SEE ENLARGED DETAILS RECEIVER DIEBOLD PACKAGE (GROUND LEVEL @ FRAME(BY OTHERS) DWG.A-tOfi) 1 E REFER TO MANUF.SPECS. A FOR DETAILS' .NEW}STATION TEL LINE Marketing Note TEKNION FIXED AND SLIDING BARN DOOR AND SWING DOOR ARE TO RELIEVE FILM ON GLASS-BY BANK VENDOR- (CONTRACTOR TO COORDINATE INSTALLATION OF FILM ON - SEAL&SIGNATURE DATE: 4-OS-12 GLASS AS WELL AS 3-FORM PANELS,ATM SURROUND AND ANY AND ALL MARKETING ITEMS WITH BANK VENDORS AS RE".) - PROJECT No 2012001 DRAWING BY F.B.C. CHK.BY: D.1:.L..__ Side Elevation Front Elevation Ft DWG "° 6 A1Da A— I 00 A 104 SCALE: 3/e"=1'-0" ^•D'~ q CAD FILE ry SCALE: 04. j Cll17 2 I 3. 2 3 4 5 JI p x� IheJs lz - II , l}u3+d+• � A':*' �,i§� F�d�114+�y*1 MI5);'. tq. 1 - 3 Ikrl 14 k .i�. 1 TEL/DATA& i,TG I ff . — — POWER OUTLETS _ A Q`, Schedule' TO BE LOCATED MIN.30"CLEAR �,ye„� K` y IN RECESS OF7PR'N.R I/2 COUNTER TOP PL-2 � Y i'j',^' 1 b� // ( ) FOR PRINTER BELOW ®v}I,,L ¢g��A I BACK COUNTER1 f— 1 (R°7ATE,90 f �RF4 l 1 DECREES) �t,.�.,,, WALL MOUNTED RACK-----r— P.LAM. P.LAM. I P.LAM. P.LAM. I P.LAM. II, P.LAM. I wITH DOCUMENT SECURITY \ BASE BASE BASE BASE BASE BASE 5y� 14 K-1 TELLER AREA II II I I II I (. CONyOLE BENEATH �� [y CABS. C/ABS. C/ABS. CABS. C/ABS. CABS. �L(7' { J I IOW7 DRWS.I W7 DRN5.1 W7 DRYLLIS.IIOW7 DRYS.IIOW7 DRNS.11 W'PRINTER UT 1 �c 0 D K-2 MANAGERS OFFICE t) pU L1 I PLAM ONI (BELOW) I(BELOW) I�BELOW) II (BELOW) I YBELDW) II SHELF I �„AIM —I 3/4"PLYWOOD J ply $IiELF OVER � � AS RECURRED (VERIFY (PL 3) tt,( K-3 CABINET IN MANAGERS OFFICE, W/BpNK) �yNf T PULL-OUT K-4 COURIER BOX(SAME KEY USED PRINSHELF RENEATM ITELEPHONE,ALARM&VIDEO \ AT ALL OTHER YANKEE BRANCHES) 12'-0"+- V.I.F. ft+l.' I` y CIL f -PROVIDE I AL PM, DIES&. P.LAM.BASE CABINETS AND COUNTER TOP S (PAINTED BLACK) 12)2"X4" jK-5 FOR STACKAOF DIT DRAWERSRATDE KEY 9LOCKING t I i� ryIyt I D Shred REAR TELLER COUNTER CLOSEST TO THE SECURITY ROOM(THIS KEY m WILL BE DIFFERENT THAN ALL OTHER P.II,,AIA ON � 4' y BRANCH KEYS). 3/4 PLYWOOD ° Plan - Back Counter PROPOSED ELEC.PANEL— 2 A109 /. A105 SCALE: 1/2"=110" 9 LOCATION - - i B Section - Back Counter — \ A105 SCALE: - 1"=,'-a' NOTE: -, I.ALL DRAWER&CABINET . I ✓ .._..._._ PL-2. FRONTS TO BE PL-4.TOP TO BE 2.ALL DRAWERS&CABINET ( H.D.ADJUSTABLE SHELVING DOORS C BACK COUNTER TO yy 2��6" L.. HAVE LOCKS KEYED AUKS. I I;I 'I 'I DIFlF E'ENT FROM MANAGERS ' W/METAL STANDARDS AND SHELF I/.; BRACKETS COLOR BY ARCHITECT :NOTE: .COAT'I' WHITE MELAMINE COUNTER TOP PL-2 RACK 1.ALL DRAWER E CABINET / \ ( ) V $-TIER H.D.SHELVING �, ��- -- _� ' FIRAS REOUIRED // I� �' I) ENDNTO ALSO EBEL PL-91NISHED / \ PULL OUT DRAWER UNITS CABS W/ I W/H.D.ADJISTABLE (PL-4) Citizens P.LAM.COUNTER - I e - I — e e m o Bank W/N.D.ADJISTABLE / \ SHELVING ABOVE P.LAM.COUNTER TOP(PL-5) /^ MUL£ TYPICAL(PL-5) -- /- - m — — — H a UNIT 3 / 2 I/2"BAL_2) SH MICRO 4" CKSP BELOW-I TYPICAL(PL-2j 1 I REF NTH PULLAMINATE CABINETS -OUT SHELF FOR PRINTER I PftOWDE� Plan Elevation B (PRINTER TO SIT ON LAZY SUSAN UNIT) I ( SHELF FOR MIREOCR'D.O AS Elevation A= Back Counter H.D.ADJUSTABLE SHELF 6 Office #102 Cabinet AIDS SCALE' ( ABOVE SAFE WHITE MELAMINE g105 SCALE 1/2'•=1'-0" (SEE ELEVATION C) Plan P.LAM.COUNTER Elevation C TOP(PL-5)WITH INTERIOR SHELF REFRIGERATOR BELOW FOR l KEYBOARD/ SS-1 44" MOUSE STORAGE LOCI( n PL Security Room Counter Dets. IA,OS SCALE: PL-/ „ I-KIN NO _ RL-3 DOORS N._3 ! r�L-3 �B \ \\ B iPt-3 NOTE: 42 1/2' L 28 3/4" D MOCKET PROVIDE MIN.1/8"RADIUS �( TAPERED LEG ON ALL COUNTER EDGES O (1 MANAGERS WORK STARCH PROJECT • PROVIDE BLOCKING PROVIDE BLOCKING Front Rear /2"RADIUS IF POSSIBLE) 4'-2" i AS REQUIRED I AS REQUIRED . ,'• ," P.LAM. PL-2 LOCK SKIRT. (PL-2) I 32"MONITOR _ CITIZENS BANK (( P.LAM ON P.LAM ON 1 I/2" 1 1/2" CENTERED ON4"DIA.BRUSHED PLYWOOD 3 '"PLYWOOD - PL_1 PL_1 \\ = TABLE PROVDE __` CHROME LEG Super Stop a n d 1 1/2" 11/2" -- - "- - -"- - PL-3 LOCKIN DOORS NO BLOCWNG AS REOD. I e BIRCH PLYWOOD I BIRCH PLYWOOD / / / rl T Pl-2 DESK TOP Sh op I INTERIOR PANEL w �I - y .. w ' '°"•'°"CAMERA SHELF - 1 '2"�• 425 Attucks Lane f INTERIOR PANEL B-1 -IL GROMMET Or (fYP) SPACE p �' (/16�SPACE TAPERED LEG - 3/4" 30 1 16" I KEYBOARD NG 1TYYPP L L TRAY Barnstable, MA I = Left Side Right Side ____ PENCIL44" S DRAWER BLACK MELAMINE w--- BLACK MELAMINE 3 I BACK PANEL - BACK PANEL BASE FILE I P.LAM ON - I P.LAM ON - I I BELOW 3/4'PLYWOOD - 3/4"PLYWOOD S n BIRCH PLYWOOD I BIRCH PLYWOOD • POWERED i PRINTER I P.LAM BASE� MILLWORK SS-1 PL-2 TO SIT CABS.WITH ADJ. - -- POP-UP - H SHELVING(BELOW) INlER10R PANEL INTERIOR PANEL MONITOR OF WORN (FLUSH WHEN PROVIDE GROMMET SURFACE 111, AND DETAILS P.LAM ON P.LAM ON DOWN ANO JO 13 I6' AS REQUIRED 3/4"PLYWOOD — = 3/4"PLYWOOD = LOCKABLE) a (�WITH BANK) ❑ A - (GROUND LEVEL) A (2)2X2 BLOCKING- 3• (2)2X2 BLOCKING - - _ 3,. 'NOTE: l - 1.VERIFY INTERNAL FAN SPEC AND 7-3 1/2" 11 LOG TION WITH ARCHITECT AS - . Plan - ' _ WELL AS VENT LOCATIONS. SEAL&SIGNN DATE. 1 4-03-12 PROJECT No. 20=01 m t DRAWING BY: F.B.C. CHK SY. D.R.L. l Box Box File Section ss 2 I DWG. ! 4 / / File/File Section :' Concierge Desk Details Plan -T ical Work Station A105 SCALE: 1 1/2".1'-0" A105 SCALE: --. 1/z^=r-a' - AI°s scgLJ:: ,/2„mi._D" q,os scud: A-105.00 "ry.u+ ° CAO I Ci,izen.2012.e0c '5 0f 11 I 2 �. 3 4 5 HANDICAP TELLER STATION • TO CONFORM TO THEREQUIREMENTS 521 i 1'-7" 10 t/T' ARCHITECTURAL°ACCESS CMR. f, P1 11 R�1 2 So AS flEWIRED 7R1E{ISF�SIITO DIETS E FOR / 38"MIN.CUR. SEE ENLARGED DETAILS , DNG.A-105) FORM BINS ag ^ { fl �I- INN yjF - PC p PC PC 0 el RACK INFlLL RALK RACK I'.AFI I 'm li INFIELD (BY BANK Rm p. (BY BANK NOTE: Y Wfy• 1p.8. 1"OVERHANG SUPPORT LEG I 1,ALL INFlLL DOORS AND DRAWS AS REO'D.PL-2p��; TO HAVE D.LOCKS KEYED ALIKE TRAY S TO BE SUPPLIED WHITE MELAMINE 3/4"PLYWOOD @ INSTALLED BY MILLWORK CONTRACTOR.PANELS ACCESS _ pgNELS(AS REO'D.) SPACERS 16"O.C. /1/2" 0 SOLID SU FTACICEaALINE 3 Rear Elevation @Teller Counter _ III kFACE OF A106 SCALE: 1/2-1•-0" P Citizens 1 PL-2 1 - BASE SS-1 C Bank II ) I I HANDICAP TELLER STATION 1 / TO CONFORM TO THE REQUIREMENTS OF 521 CMR. ARCHITECTURAL ACCESS 1 1 k BOARD AS REQUIRED- (SEE ENLARGED DETAILS f TELLER COUNTER SECTION SOLID SURFACE AT uwG A'ofi) 6 A IOL SCALE 1 1/2' 1'-0' FACE OF TELLER ONE l 1 1 - 1/4"REVEALS 1 TYR. 12'-0" I k k I/4"PLATE CLASS I S 1/2" W/POOSHED EDGES I (3)PLEXGLASS DIVIDERS EQUALLY SUPPORT PANELS TO SPACED Front Elevation @ Teller Counter ( HAVE 1/2"DEEP GROOVE - 2 3{{` TO ACCEPT GLASS PANELS *= A106 SCALE: i 8 1/2! ( R=1" - PROJECT • 11/2 _ ..: ...«..nv. I „'.. y.. 1 1/2'. I I I 2'OVERHANG FRONT ,2•_0•• CITIZENS BANK WHITE MELAMINER MOVABLE ACCESS // S 6 Super Stop and PANELS(AS REOD.) I SPACERS 16"O.C. 10 A706 PROVDE GROMMET EACH p106 STATION WORK SURFACE — r-7 BENEATH RISER BOX O p (V ER.LOCATION W/BANK) Sh a O SOLID SURFACE AT I 1 1/2 I FACE OF TELER ONE 7 1/2" 425 Attucks Lane IO - G.C.TO PROVIDE I=_==me== ==�-jZ2� ---- --- - I�---- -----55=Y GC TO PROVIDE Barnstable, MA ,/2" n BLOCKING AS REO'D. _-___ __-- II 7 BLOCKING AS REO'O. TELLER STEEL ' - (COOR.W/MILLWORK i 1 I T• II I VENDOR7/ /MILLWORK - (N.I.C.) VENDOR) 36"MIN.ICIR. 1 I[FILL II INFlLL I INFlLL IJ DE LOW PL-2 II BELOW I a I ^ p ;-BELOW_, I I I SIDE ----- S (- - - - - - � -2 TELLER BASE HANDICAP TELLER STATION TO CONFORM i0 THE COUNTER REQUIREMENTS OF ACCESS CMR, I NOTE: ARCHITECTURALOARDASQ ACCESS �A BOAR°ASREQ°IRE° (GROUND LEVEL) ALL'EXPOSED SURFACES (SEE ENLARGED DETAILS A TO BE PL-3 DWG.A-IOfi) 5 TELLER COUNTER SECTION ` ' 4 Teller Form Bin Details , Teller Counter Plan _ ,� ., .., I SEAL&SIG TUBE DATE 4 03 t2 AID( SCALE 1 I/2'-I'-O' SCALE:. NTS A106 SCALE: PROJECT No. 2012001 A 106 / ';\e DRA\WNG BY: B.C.F. CHK.BY: D.R.L. . T.J MA93K f DWC.No. ' A-106.00 ' 4[rr OF L'a5 f L - CAD FILE NoILM 1 I 2 9 4 5 Citizens 2012.ex 7 0l tt Finish Schedule Door Schedules RM. WALLS DOOR DOOR FRAM THRESH REMARKS E FRAME FRAME 4i fi.•. i NO. ROOM NAME FLOOR BASE 1 2 3 4 CEILING HT. REMARKS NO. SIZE TYPE LABEL MAT'L TYPE LABEL MAT'L t 100 CONCIERGE CA-01 B-1 --- P-2 WC-1. P-2 GWB 8'-2"t OO 01 3'-4"z 8'-0" C --- ALUM/GL. --- --- ALUM. --- SWING DOOR BY TEKNION(VER.R.O.W/MANUF.) �Yj�, 101 OFFICE/VIDEO CONF. RM. CA-01 VB-2 P-2 P-2 P-3 P-2 AT 8'-O"t __I 02 3'-4" z 8'-0" C --- ALUM/GL. --- --- ALUM. --- SWING DOOR BY TEKNION(VER.R.O.W/MANUF.) "• ..;. _ 'NI dr>tL > 107 OFFICE CA-01 VB-2 P-2 P-2 P-3 P-2 AT 8'-0"t � 03 3'-0" z 7'-0" A --- ALUM/GL. --- --- ALUM. 103 TELLERS LINE CA-02 VB-2 --- P-2 P-.6 P-2 AT 8'-2"t N 04 3'-0• z 7'-0"x 1 3/4" B --- METAL 1 --- H.M. --- PROVIDE PUSH-BUTTON LOCK&LARGE PEEP SCOPE 104 SECURITY ROOM VCT-1 VB-2 P-2 P-2 P-2 P-2 AT 8'-O"t SEE FLOOR FINISH PLAN &SOFFIT DETAIL T I 5 105 LOBBY wF-01 B-1 P-2 P-2 0-2 AT VARIES I Iy Door Types ROOM FINISH KEY �A VB- VINYL WALL BASE VWC- VINYL WALL COVERING OWE- GYPSUM WALL BOARD(PAINTED) L 3•-a" L CA- CARPET WF- WOOD LOOK VINYL PLANK FLOORING ME- MATCH EXISTING VC'r- VINYL COMPOSITION TILE SS- SOLID SURFACE MATERIAL AT- ACOUSTICAL TILE • , SsnR'P7.I '. �t 1. $0 Ei43 'I 91M Finish Legend j CODE MANUFACTURER DESCRIPTION COLOR REMARKS = PEEP SCOPE a b AS REQUIRED I VCT-1 MANNINGTON COMMERCIAL ESSENTIALS STANDARD VCT 137 SANDRIFT --- �� I CA-61 SHAW- ON THE EDGE MINIMAL#59164 CARPET TILE 18"z36" AND 5 SYDS PER CARTON FRINGE #64585 --- I ., WF-01 LG HAUSYS VINYL FLOORING(4"z36") LC DECO DPW4124 l VB-1 MATCH GIANT EAGLE AS REO'D. WALL BASE TED --- IL J { V8-2 JOHNSONITE WALL BASE(4"VINYL) 48 GREY --- P-1 BENJAMIN MOORE PEARL FINISH CC-20 DECORATOR WHITE CITIZENS STANDARD SPECIFICATIONS A B C P-2 BENJAMIN MOORE PEARL FINISH 2143-70 SIMPLY.WHITE CITIZENS STANDARD SPECIFICATIONS ALUM./GLASS METAL TEKNION (SWING) P-3 BENJAMIN MOORE PEARL FINISH 2O29-60•PALE VISTA CITIZENS STANDARD SPECIFICATIONS Z P-4 - BENJAMIN MOORE .CEILING FINISH - CEILING WHITE --- (SEEESCHEDULE) Hardware Notes 1 .� Citizens I As LLJ P-5 BENJAMIN MOORE PEARL FINISH(PORTAL&REAR TELLER WALL) '2039-20 EMERALD ISLE --- HOLLOW METAL P-6 BENJAMIN MOORE PEARL FINISH TBD DOOR AND FRAME Bank C 7 1. ALL DOORS TO BE SINGLE ACING °5. LOCK FOR DOOR{b3 TO BE 1 1/8" II ( WC-1 MILLER ZELL CUSTOM WALL COVERING TBD 2X4 WOOD STUDS WITH 1 1/2 PAIR BUTTS PATH NON BACK SPACE DOOR LOCK-ADAMS RIGHT II I FIRE TREATED REMOVABLE PINS AS MANUFACTURED WITH SPRING LOADED LATCHES. t(J..I PL-1 PIONITE 709 S SPRINGTIME --- BY HAGER 8B8 1279 OR EQUAL -PREP FOR ADAMS RIGHT 4568 LEVER I J --_ (BY OTHERS).IC CORE BY OTHERS. WI PL-2 LSONART 16776-60 KENSINGTON MAPLE 3 5/8"MTL STUDS 2, HARDWARE FOR SECURITY ROOM O 1&'O.C.TYPICAL TO INCLUDE LARGE PEEP SCOPE&LCN 6. PROVIDE KICK PLATE AS REQUIRED O PL-3 WIL ---SONART D354-60 DESIGNER WHITE OVER HEAD CLOSER.PROVIDE TEMP. SECURITY ROOM AS REQUIRED. CONSTRUCTION LOCK ONLY(BANK VENDOR WILL (FINISH TO BE BRUSHED CHROME). + PL-4 PIONITE SUEDE(MATTE FINISH) SV740 MARGARITVILLE --- 116 5/&'OWE EA.SIDE PROVIDE"SIMPLEX"5021B PUSH BUTTON LOCK). 7 DOORS#01&$02 SHOULD BE PREPPED OGRIDARMSTRONG ONITE AT161 SUEDE ROCKY MOUNTAIN HIGH 3. HARDWARE FOR DOOR$03 TO INCLUDE TO RECIEVE"BEST'SMALL FORMAT IC CORE 1 II --- PULL ON BOTH SIDES AS WELL AS - (MIN.6 PIN TUMBLERS). 4 --- CONCEALED OVERHEAD CLOSER. LSON ART 'GIBRALTAR D354-SL DESIGNER WHITE 8. ARELOCKSETSB AT DOORS M01,NC &803 LSONART 6257 SATIN BRUSHED NATURAL ALUM. 4. ALL LOCK CYCLINDERS FOR SWING ARE TO BE STOREROOM FUNCTION. RMSTRONG CORTEGA BEVELED TEGULAR /�2195(2'z2') WHITE n Jamb Typ e 1 DOORS TO HAVE A MIN 6 PIN TUMBLERS. 9/16"GRID WHITE - ___ A107 SCALE: _ N.T.S. 7 3B" 1'-3,a" 7 3 B" - --- -- BRUSHED CHROME ,/4., LOCKS - BRUSHED CHROME - -- - - ---- - - - CONCIERGE DESK I.1- la III REFER TO MILLWORK P5 Dwcs, PS II J P 3 II WF-01 i II II SOLD SURFACE B 12 I r2Mobile ATM Check Desk Dets. _ Alm SCALE: 11/2•'=I-n• PLAN PROJECT _I 1 t i . _ _. ._ -- =--I \ � CA C1 22' 10 CITIZENS BANK I T— . 7 3 8" 1'-3 1 4" 7 1 V' Super Stop and pl- vv vvvv v vv �V vvvv vv vv S 1 r- /2 -- -- \ �ffC2 1 1/z" -- -71 1 1/z• ,,/2.. - — Ihop %. ,oz ` -- —jI IELLER _ 425 COUNTER - _ S,eGUr( �.. P2 t't--,-- I J = e T P ( REFER TO I I y \\ CA O1 I I LACQUER PAINTED APROI✓'� MILLWORK DWGS. __._ —_-RDO -- �� .. � u ------__I Lj Barnstable, MA Teller Llne V1d o SECURITY COUNTER ROOM REFER TO T— � I I I \ \ pOom MILLWORK DWGS I - i P2 s � I I I t > FINISH DOOR SCHEDULES _ \ , A \ .: .: - - _ ------ -- A (GROUND LEVEL) .__ _.__, \\� \\\ \I\ \ \ LACQUER PAINTED LEGS (WHITE CATALIZED) RO IIi STAINLESS STEEL CAPS SEAL SIG G. OS 1- & NATURE PROJECT REAR TELLER COUNTER LOCKABLE CABINET \ OFFICE WORK STATIONS 2"CASTER WITH BRAKE ? DRAWING BY:_ --_ REFER TO MILLWORK DWGS. FOR BIC EQUIPMENT REFER TO MILLWORK DWGS. 2 3/4•• 2 3/4.� \ REFER TO MILLWORK DWGS �\ � 1 r C.K.BY: O.R.L. E 8 Finish Floor Plan I I I I I I I G Nc 1 2 Y' 12.E 3.. lY•L ?L 3'• 22.• ===JJJ"Sss I DWG I A107 SCALE: 3/8"m1.-0�. - .-o— -. - F% 7 .00 SIDE ELEVATION FRONT ELEVATION ''y1 A F 1No/ z I 3 I 9 5 CWu 2O,z.ce< I 2 3 4 I 5 H ' .1 F r. f�'•I I 1 I General Notes and Ceilin Plan Legend NLYi p g g RENCE v ERIF REFER RTp 1. LOCATE SPRINKLER HEADS IN CENTER OF OT THERMOSTAT R �(` -.�p q NEW!CEILING TLES. V 1 V 1, EMERGENCY 101 TO MATCH AND 11 CONNECTED TO�ETXSTINC BUILDING SYSTEMS O� COMPACT FLUORESCENTO GpNTR AND R L7 DOWNUGHT-12W P921 5-7/8" 3. COORDINATE H.V.A.C.DIFFUSERS AND REGISTERS WITH CEILING SUP F� I AND LIGHTING LAYOUT. O KURT CT F U RECESSED SUPER A K B - COMPACT FLUORESCENT WALLWASHER 32W 2'x2'RECESSED DIRECT/INDIRECT LIGHT FIXTURE (TO ON 2 APERTURE • - I LSI SHIELD, INC,2-AXI- 2NT TOHO 22", (TO BE ON 24 HRS.) I RPM SHIELD,SSB-BIG INSTANT START,120V 1 (SIMILAR 24 HOUR NIGHT LIGHT) KURT VERSEN RECESSED. I - DO COMPACT FLUORESCENT i - L7 DONNLIGHT-32W P921 5-7/8" 1 (TO BE ON 24 HOURS) 2'x4'RECESSED FLUORESCENT LIGHT FIXTURE Citizens \�\� 7 y.W-'may' `(�1 + LSI LICHTRON INC.3X 32W T-B. 120V OR 277V V I t I i�e n s ( r SPRINKLER HEAD H.V.A.C.SUPPLY AIR DIFFUSER. B a n PROVIDE DAMPERS I S p AS REQUIRED O CEILING MOUNTED EMERGENCY UGHT d H.V.A.C.RETURN AIR DIFFUSER *8'-0"CLG HT CEIUNG ELEVATION TARGET R A. H.V.A.C.RETURN AIR DIFFUSER ACOUSTICAL CEILING TILES IN SUSPENDED CONNECTED TO EXHAUST FAN METAL GRID SYSTEM REFER TO PLAN FOR I L (EXHAUST FAN TO BE SUPPLIED SIZES.(SEE FINISH SCHEDULE) OC Y OC OC PC OC PC } BY MECHANICAL CONTRACTOR) H.V.A.C.SUPPLY AIR D ER.IFFUS } PROWOE DAMPERS AS REWIRED ? ' :C PC OC OC OC 1 SUPPLY AIR MAIN DUCT I B RETURN AIR MAIN OUCi �r r A. QC-� OC OC .. OC OC..''. PG �B z T _ � B ! A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPPLY AND RETURN DUCT �a/ � DSTIBUTION AND DIFFUSERS.G.C.TO FIELD LOCATE TRUNKS TO TAP INTO � IR _ AND VERIFY WHICH IS THE SUPPLY AND WHICH IS THE RETURN. - - - - - _ / B. ALL'WORK SHALL BE PERFORMED BY REPUTABLE COMPANIES WHO ARE PROJECT LICENSED IN THE STATE. EXISTINGFm SPRINKLER L_J 0. /w H]] C. TIE CONTRACTOR,BEFORE INSTALLING ANY OF HIS WORK,SHALL SEE THAT V.I.F. OA IT DOES NOT INTERFERE PATH THE CLEARANCES REQUIRED FOR FINISHES, ' R. R. PARTITIONS.WALLS AND THE WORK OF.OTHER TRADES. CITIZENS BANK D. DUCTWORK SHALL BE FABRICATED AND ERECTED AS REQUIRED TO COMPLETE THE WORK.SHEET METAL WORK SHALL BE FABRICATED IN ACCORDANCE WITH � S.A. � Super Stop a n d 1 THE APPLII;ABLE L CODEEMENTG CCT FORTH BY ASHRAE.SNAfNA,FFQF.RAL. " STATE AND LOCAL CODES. _ Shop E. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF WORK TO BE I _ - INSTALLED'.RUN AND ARRANGEMENT SHALL BE APPROXIMATELY AS INDICATED, - 5_p. Sh I I i IF SUBJECT TO MODIFICATIONS AS REWIRED TO SUIT CONDITIONS OF THE BUILDING. e { TO AVOID INTERFERENCE WITH THE WORK.OF OTHER TRADES OR FOR PROPER /� C /�} CON IVENENT AND ACCESSIBLE LOCATION. _ __ 425 Attucks Lane I F. COORDINATE TV.A.C,DIFFUSERS AND REGISTERS WITH CEILING AND ~ --THERMOSTAT FOR Barnstable, MALIGHTING LAYOUT. j EXHAUST FAN 1 G. BOTH RETURN AND SUPPLY DUCTS ARE TO BE INSULATED AND TAPED AS REWIRED. THERMOSTAT FOR ENTRE BRANCH Ll I ❑ t H. PROVIDE BOTH A S AUS TE DUCTED RETURN DIFFUSER D THE SECURITY ROOM AS".'ELL AS AN E%HAUST FAN WITH TERMOSTAT.PROVIDE A 400.CFM FAN WHICH El PALL EXHAUST ABOVE CEILING. t HVAC AND ' SPRINKLER PLAN A A (GROUND LEVEL) I SEAL h SIGNATURE DATE: 4-03-12� r - 4Y,peo Y4 PROJECT No. 20120C1 HVAC and Sprinkler Plan s--T�� A I08 SCALE: DRAWING BY: F.B.C. �T{d (+� CHK BY. D.F.L. E>A F DWG.No. A�B A-108.00 ( l CAD ens E2012 9 of II 2 3 4 51 a Electrical Notes Electrical Symbol Legend Equipment Legend Security Notes pisf �'• i` • HUBBELL PHONE AND DATA JACK.INSTALL TWO DATA JACKS AND ONE FA'Tj 4<1 PHONE(SPLIT)AT EACH LOCATION W Y� 1. ALL WORN TO BE DONE BY LICENSED ELECTRICAL CONTRACTOR. VIDEO CAMERA AND CABLE SUPPLIED BY OTHERS.ELECTRICIAN TO RUN CABLES TELLER STATION(P/C&MONITOR) 1. PROVIDE DOOR CONTACT AT COURIER BOX L(T. • AS SHOWN ON PLAN LOCATION AS REQUIRED. 2. ALL WORK TO CONFORM TO ALL FEDERAL,STATE AND LOCAL CODES. 'CABLES FOR NEW PANEL FROM MARKET'S DOME CAMERA AND CABLE SUPPLIED BY OTHERS.ELECTRICIAN TO RUN CABLES 2. ELECTRICIAN TO RUN CABLES FOR THE FOLLOWING ( • MAIN ELECTRICAL DISTRIBUTION PANEL.MAIN BREAKER IS BY SUPERMARKET. SHOWN ON PLAN ta\ PLATFO}, ELECTRICIAN TO TO RUN FEEDER ASRM STATION P/C&MONITOR BANK D EQUIPMENT.SAFE: (1)DOOR CONTACT, (LOCKABLE/BELOW CNTR.O CONCIERGE) (I)MEAT AT DETECTOR&(Q VIBRATION DETECTOR. WALL MOUNTED PHONE JACK O 48"AFF. ATM: (1)DOOR CONTACT&(1)HEAT/VIBRATION p t D 4. ELECTRICIAN TO DETERMINE HOW CIRCUITS ARE WIRED IN PANEL WITH 25'CORD. DETECTOR.NIGHT DEPOSITORY: (1)DOOR CONTACT, SO PHASES ARE BALANCED AS CLOSE AS POSSIBLE. ❑ (1)HEAT DETECTOR&(1)24 HOUR HEAD CONTACT f 4'2'h rVf DOUBLE DUPLEX RECEPTACLE MOUNTED O I8"A.F.F. 2 NEXUS A470 VALIDATION PRINTER AND POWER FOR LIGHT ABOVE HEAD. l 1' {1 CA,I; I 5, ELECTRICAL PANEL LABELS TO BE FILLED IN COMPLETELY BY UNLESS OTHERWISE NOTED. ELECTRICAL CONTRACTOR. L' DUPLE%CONVENIENCE RECEPTACLE MOUNTED O 18"A.F.F. ®3 H/P 4000N NETWORK PRINTER 3. ALL CAMERA CABLING TO BE BY ELECTRICIAN. I 6. ELECTRICIAN TO BE RESPOSIBLE FOR ALL PHONE AND DATA CABLING.ALL UNLESS OTHERWISE NOTED. CABLES WILL BE EXTENDED FREQUENCY CATAGORY 5 WHITE FOR PHONE 4. SECURITY WIRE TO BE PROVIDED BY ELECTRICIAN. AN8 BLUE FOR DATA.DATA CABLES IWLL TERMINATE AT A CATAGORY Se DEDICATED QUAD RECEPTACAL FOR DATA EQUIPMENT I ffi 4 i S. G.C.RUN 1EAC 2-CONDUCTOR LOW VOLTAGE �' k PATCH PANEL MOUNTED IN A 19"RELAY RACK LOCATED IN THE SECURITY E1 AT 48"AFF, r ❑4 NCR 522}PASSBOOK PRINTER AT TELLER AREA CABLE TO EACH STOP AND SHOP VESTIBULE �}f 4Y4 iii fs (VERIFY PRINTER MODEL TO BE USED AT CONCIERGE) ROOM.ALL PHONE CABLES WILL TERMINATE IN A 1/0 BLOCK LOCATED IN THE AND ALSO PROVIDE A DUPLEX RECEPTACLE(FOR DYE PACKS). 'T } PROVIDE I10 VOLT DEDICATED CIRCUIT FOR PHONE SYSTEM t34'E }V SECURITY ROOM,AT ELL WORK STATION THE DATA CABLES WILL TERMINATE IN E2 rV l� AT 60"AFF. 8. ELECTRICIAN IS TO PROVIDE AND INSTALL ) j' AN RJ45 JACK.HUBBELL OR EQUAL BLACK IN COLOR.WIRED FOR TA STANDARD I 5❑ LOAN PRINTER I S68B FOR DATA,PHONE CABLE SHALL TERMINATE IN AN RJ45 JACK.HUBBEL' PROVIDE DUPLEX RECEPTACLE R TM AFF FOR ATM SURROUND& ALL SECURITY AND ALARM CABLING. :,N OR EQUAL.IVORY IN COLOR.WIRED FOR PA STANDARD 5688 FOR VOICE. E} WAD RECEPTACLE AT IS-AFF FOR ATM(PROVIDE DATA AS PER MANUF.REOUIREIIENTS). (THE 8A IS PLENUM 22GA 4-CONDUCTOR CAMERA WIRE IS PLENUM SIAMESE CABLE j 5' 7. ALL ELECTRICAL RECEPTCALS AND DATA/PHONE JACKS INSTALLED IN THE PROVIDE 110 VOLT DEDICATED CIRCUIT FOR ALARM PANEL NETWORK PRINTER❑ 18-2 CONDUCTOR FOR VIDEO AND POWER). L• 1 ` py'' MILLWORK SHALL BE UNDER THE COUNTER AND CUT INTO THE INSIDE FACE. E4 O 1. AFF 8 " T1J Z B. ALL ELECTRICAL WIRING.DATA LINES,TELEPHONE LINES,&ALARM LINES PROVIDE 110 VOLT DEDICATED CIRCUIT FOR VIDEO SYSTEM 7. G.C.TO RUN VIDEO CABLES TO DOOR JAMBS AT EACH MARKET VESTIBULE FOR JAMB CAMERAS TO BE RUN IN RIGID EMT CONDUIT FROM JUNCTION BOX TO TERMINATION E5 O 12"AFF - RECEIPT MACHINE _ AS REQUIRED. _ POINT IN SECURITY ROOM. - -- 9. ALL PHONE AND DATA CABLES ARE TO OE TESTED TO CATAGORY 5e E6 SECURITY SYSTEM KEY PAD BY OTHERS.ELECTRICIAN TO RUN CABLE AS SHOWN ON PLAN.CONFIRM LOCATION WITH BANK. STANDARD BETWEEN THE WORK STATION JACK AND THE PATCH PANEL NEGOTIABLE ITEMS PRINTER I OR 1:0 BLOCK TERMINATION POINT.CONTRACTOR IS TO SUPPLY PRINTED DOOR CONTACT BY OTHERS.ELECTRICIAN TO RUN CABLE RESULTS OF TEST. E7 AS SHOWN ON PLAN.CABLE PROVIDED BY ALARM SYSTEM CONTRACTOR. TO.CONTRACTOR TO SUPPLY A CATAGORY 5e PATCH CABLE BETWEEN 19" HOLD UP ALARM BUTTON(HUSK 10-S)BY OTHERS.ELECTRICAIN TO RUN CABLES ❑g RECEIPT MACHINE(SIC-CHECK SCANNER,RECEIPT MACHINE) I ' RELAY RACK AND THE VIDEO CONTROL CABINET.LEAVE ADEQUATE$LACK AS SHOWN ON PLAN.CABLES PROVIDED BY ALARM SYSTEM CONTRACTOR. AT EACH END FOR VIDEO CONTRACTORS INSTALLATION IN HIS CONTROLLER. LED AMBER(STROBE) j 11.ELECTRICIAN 10 RUN A 25 PAIR(CAT 5)TELEPHONE CABLE BETWEEN SECURITY LLO i P I PRINTER IN CABINET BELOW I ROOM AND THE MARKET OEMARC.THE MARKET DEMARC POINT COULD BE EARLY MORNING AMBUSH BUTTON. LOCATED ON THE SECOND FLOOR OR WERE THE SERVICE ENTERS THE BUILDING. Fj•Hg CONTRACTOR TO VERIFY IN FIELD,TERMINATE EACH END IN A 110 PUNCH DOWN BLOCK.CLEARLY LABEL BLOCK FOR CTZENS BANK USE ONLY. MOTION DETECTOR(DIRECTIONAL)BY OTHERS.ELECTRICIAN TO RUN CABLES' - 12 ELECTRICIAN TO PROVIDE TEMPORARY POWER AND UGHTING DURING AS SHOWN ON PLAN.CABLES PROVIDED BY ALARM SYSTEM CONTRACTOR. i M ( Citizen ALL PHASES OF CONSTRUCTON. �360MOTION DETECTOR 360 DEGREE BY OTHERS.ELECTRICIAN TO RUN CABLES ec- 13.EMERGENCY SYSTEMS SMALL HAVE ADEQUATE CAPACITY AND RATING AS SHOWN ON PLAN.CABLES PROVIDED BY ALARM SYSTEM CONTRACTOR. Orf1 (C FOR ALL LOADS TO BE OPERATED SIMULTANIOUSLY. C I4,ELECTRICIAN TO COORDINATE`'III SECURITY ALARM CONTRACTOR ON B a,y�y e k INSTALLATION OF ALL REWIRED CONDUITS FOR CAMERAS. 1 S 15.ELECTRICIAN TO RUN 1" CONDUIT AT DATA&PHONE LINES FROM PANEL TO JUNCTION BO%. III,CONTRACTOR TO OBTAIN OWNERS APPROVAL FOR ALL MATERIAL REQUIRED AND TO WARRENTY ALL SAID MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ELECTRICAL INSPECTION. PROVIDE(3)CONDUITS PROVIDE POWER IN PORTAL LEG FOR CONCIERGE WI T 17.ELECTRICAL CONTRACTOR TO CONSULT WITH BANK ON ELECTRICAL TO STORAGE ON EYEBROW TEL.,DATA&POWER REOUIRMENTS FOR INTERIOR AND EXTERIOR SIGNAGE. WALL MOUNTED RACK SOFFIT AS REQUIRED 2-3/4"CIA.&H-V DIAL WI S TS DOCUMENT SECURITY - - - - - 18.ELECTRICIAN SUPPLY AND INSTALL ALL COVER PLATES.FINISH TO BE CONSOLE BENEATH STAINLESS STEEL. WITH EL.(CONFIRM WI BANK) - - - - - - - - - - - - - - - - i Ir 19.ELECTRICIAN TO DRILL HOLES FOR ELECTRIC ACCESS IN MILL WORK AS PROVIDE POWER,TEL. REQUIRED.ELECTRICIAN TO SUPPLY AND INSTALL GROMMETS AS REQUIRED. &DATA AT DCN SCREEN ( (CONFIRLI FINISH) I `S REQUIREVER.WITH D I 20.ELECTRICIAN TO VERIFY VOLTAGE AND SUPPLY AND INSTALL VOLTAGE I REGULATOR AND/OR BUCK BOOSTER WHERE REWIRED. \\\\\\\\\ ----------' 21.El EEC TRICIAN TO PROVIDE DATA RACK&48-PORT PATCH PANEL AS REQUIRED, (VERIFY VATH BANK) , O 7 22.ELECTRICIAN TO Et El PULL ALL DATA/ALARM CABLE&TERMINATE O BOTH ENDS AS REQUIRED. I�` C Y / / ! (TELEPHONE 5Y BANK) \ _ (1)TEL JACK(SPLIT) � I 4� 23.PROVDE BREAKER LOCKS ON ATM,ROUTER,SECURITY&CAMERA CIRCUIT BREAKERS AS REOT. AS REWIRED LobbyCCNC IRGE % (VERIFY WITH BANK) - i -PROV.GE FLOCKING SF.E.f.N1..GETS. 24.C.C.TO VERIFY IF SECURITY MONITOR AND ADDITIONAL CAMERA WILL BE NEEDED AT THIS FOF MGJNT.NG OF CS I ON OWF A-IDS---�/ /$ BRANCH LOCATION(VERIFY WITH CITIZENS BANK SECURITY AS REQUIRED). SHELF OVER ATM r / ATM SURROUND '! ./ I AS REQUIRED-- - -�- /� '- 1n Clerge 25.PROVIDE ELECTRIC BASEBOARD HEAT IN STORAGE ROOM BESIDE NIGHT DEPOSITORY iEKHON SW',NG j AS REQUIRED(VERIFY WITH CITIZENS BANK). 1/2"PLYWOOD PAINTED \ - 111 _ 110 I FLAT BLACK FOR / l iAND'.CAP TEL >IArICN DOOR Y< M=. I E4 CIr BGtiU (BY OT.EIRS) I 26.LOCATION OF STROBE IN FIRST OFFICE TO BE COORDINATED WITH BRANDSCAPING(MOUNT HIGH). PHONE SYSTEM AND ID,M 10 GOVFORM 10 THE E .8'-0"HE1GH'. VIDEO SYSTEM ES �' REOUIR_MEN T$OF 57.1 CMR. PROVIDE POWER,TEL. / TrKNION SWING 27.ELECTRICIAN 10 PROVIDE SEPERATE CIRCUITS FOR EACH OF THE(3)TELLER STATIONS. E2 EMB j/Shre w ARCIIFTECTURAL AICCCSS &DATA AT FLOATING BACKLIJ.� OOC•R&FRAME PROPOSED `Sh, A \ BOARD AS PECUIRED MEDIA WALL/DCN SCREEN-AS REWIRED ( Y OTHERS I B ELECTRIC PANEL / \\ \ (VER.N1T1 BANK)_ B HEIGH B r SEE EnLARGED CC1AI!S It I GOl1,ITER I LOCATION C.A 10Gj I( SCE EVIL GE TALLS _---- _i 2 A109 CV UAC.A 106 ONOTE: ALL DATA AND \ a E7 \ E7 PHONE CABLES SHALL PROVIDE(2)ADDITIONAL O - - -. - - - - _„ \ PROJECT DATA CROPS AS REO'D. TERMINATE ON THIS WALL --, -I \ \ /_ `� . 60 VIDEO fl ( • ONTOPYANDERQU SUPPLETS. T E-51E.tHD ❑H 1Q0Q 1\o. o0Q ; `IIfl`� 7\`�_�,!�_. CITIZENS BANK CABINET UNDER QUAD OUTLETS. Iy , S-IIEV H tt � f ALL VIDEO CABLES TO TERMINATE HERE. �360 L _ 0. \ I LEAVE 5'SLACK ON ALL CABLES. I ��-""� - `\ E6 Office - Office/ DUPLEX OUTER OR COUNTER I LED IG2-; \ Video F D TAILS ON r `, Security M I \ PROVIDE A RECESSED CLOCK OUTLET 12&A SINGLE Super Stop and. i OR.1,IMG A-IJ,I )' 1 ❑H � H H Conference ON DEDICATED CIRCUIT O 4'-9"A.F.F. &A SINGLE (g•_I L.V.I.F 1. , A �360 E7 \ GANG J-BOX FOR AV CABLE PASS-THROUGH A� S PARTNER UNIT A I Room. Teller Line 0 Room I6' OVER FROM THE CLOCK OUTLET AT THE Shop O y, CC OWN IS CUTTINGO E7 - \}Q / , SAME 4'-9' A.F.F. _ SI' p InT FORTJ N I 'ROP 1 I031-EAD I04 / 1 101_ -LOCATE A SINGLE GANG J-B0X FOR AV CABLE SINGLE 110 BLOCK I ".As H VD ANY I PASS-THROUGH AT 18"A.F.F.&ANOTHER SINGLE 425 Attucks Lane I I I PATC LNG FEJL RLO I BACK COUNTER �\ r) \.f� / GANG J-BOX FOR CAMERA CABLE PASS-THROUGH I 1 (C TO C002DI`IATE SEE D'c'AI_7 'ate \I AT 42"A.F.F.(A 1.25"CONDUIT SHOULD CONTINUE ( ELEC.PANEL I' j { RACK WT T1 :A ARI,CTS ExI, '-' i ON)WG.A-105 �'�l �--� FROM THE J-BOX AT IS"TO THE J-BOX AT 42" VULC (SIZE VARIES) I 1 (5'-D'H.1PANEL2B"0.) FINISH SUB AS RCO'D.i-- -` I TO A LOCATION ABM CEILING.PROVIDE A SECOND I 1 -PATCH PANEL \ UNI. �i-'- -' _ \\ Q D'F L25"LOCATION FROM SINGLE GANG.NBC%AT 4'-9" M11M ON RACK H q \ r R� TO A LOCATION ABOVE CEILING. T PROVICE (RACK SHOWN \ � ❑q 1 1 I� \� Barnstable, VERTICAL POWER ) SEE NOTE 25 THIS SHEET _; �� _; e e A PJ {Q - ( STRIP,AS REO.0. �, 1 GASHED ,R l LLJJO 1 - ❑ \ i. DOCUMENT SECURITY - -- CONSOLE ❑ __ - - __ ❑ \\ ❑ S BENEATH 1111 RACK - '. �\ / WORK STATION ELECTRICAL/ SEE��\ AND VIDEO CONE.EQUIPMENT BELOW PRIM GETS EQUIPMENT PLAN ON DWG. R 105 PROVIDE DUPLE%OUTLETS UI ED.-S AL OUTLETS 90 DEGREES) PROVIDE TEL/DATA&POWER FOR PRINTERJ PROVIDE TEL/OATA&POWER FOR PRINTER ABOVE COUNTER (GROUND LEVEL) AS REO'C.On COUNTER) AS REWIRED I OF BACK COUNTER AS REQUIRED.4-TOTAL CURETS / \ (PROVIDE 2-1.25' CONDUITS FROM INSIDE CABINET A t I A z4 1 CLEAR FOR t RACK ALARM SYSTEM-TOP CABINET TO LOCATION ABOVE CEILING AS REQUIRED). ( e IS CELL BACK UP AND BOTTOM I CABINET IS CONTROLLER.TOP • I LJ ....•,•...,__,�,.,._ CABINET IS TO BE IS"MIN BELOW ACOUSTICAL CEILING.ALL ALARM I SEAL&SIGNhATURE DATE: 4 03 12 CABLES TO TERMINATE AREA. K. + I i LEAVE 5'SLACK ON EACHCH CABLE. PROJECT No. 20120CI _ �,,,'$$$(''' / ♦\ DRAWING BY. F.B.C. E ui ment Elevation y CHK BY: OR.L � q p Electrical Plan � ��� DWG.NO. A A109 SCAL: 3/B"=I'-0" .' A709 SCALE: 3/8"-1'-0" 1.1 5^ -109 00 CAD TILE NO I 2 - 3 I 4 I 5 ct:� 2o1z�N \\''�;ci\p•oi\wol-LD\14.3e7.00\,,d\ld\Co�«als\Hn,,is y4o6 9-4-2019.d»y osL a S i \ , '� :r,� .i� y�ir.. w. ��� x 4 o_ h b VIA WWI � 111�����•r[r[r[ 101 Walnut Street PO Box 9151 Watertown,MA 02471 '- « �, * • « I ': � '.' i 617.924.1770 t. r _ gig ` 4 «� dd1177 + p�STO �+ ONLINE PICK-UP « « « « 4! - 00 Ir �7 ®R 8 SPACES « s « .; r r► Online Pick-up �� :n'#'t i• ,4 1i 'y « «. « "'ate¢ �>�er<ar� r t ., . 9r" 0 p NEW ACCESSIBLE CURB RAMP ONLINE PICK-UP . x, { �,- ..,•_ ,•� � ,� '� � � NEW CROSSWALK L 'i I' ' y' 8 SPACES f a dr�` .1w - ".■ 'fir # t - r C a i L 120' 11 Ain e o=C=c=c=c=Q=c=c=c=q=c=c= � �-.� M !•• �«#�"« may• � • : : 'r t *• • R , n 4 ' • F tr fL' e M PARKING SIGN MOUNTED IN 4 LANSCAPE AREA(TYP) 1 7 ' +a''.#R&.: a a° F•C Mt. ' 00 40 80 160 Feet I 18„ 24 SIGNS 1 -8 Pick-up 18" 24" 0 10 20 40 Feet Stop & Shop Online Store#406 Pick-up Pick-up Pick-up Pick-up Hyanns,MALane �1 00 00 d E CLIENT REVIEW September 4,2019 3 1 2" 3 Not Approved for Construction - nline Pick—°u"ip Pick-up Pick-up Pick-°ut) fi a I 47 18"II LEFT RIGHT 1 (� v 1 1 1 1 i 1 1 1 � � 1 1 1 • v LAMINATED PRINTS ON ALUMINUM BLANKS 18"X24".080 ALUMINUM DIRECTIONAL SIGN WITH LAMINATED VINYL PRINT 3 T GALVANIZED POST 8'GALVANIZED U-CHANNEL POST 1 1 CEMENT BASE DIRECT BURIAL Parking Sign oing Wayfinding Sign otn9 N N.T.S. Agn"li Sign N.T.S. Agnoli Sign 14367.00 i �a\\\ d\yd..rc'i\w -o\iasezoo\adVd\co. w\H , gaoe s-a-zos.dw9 iw V 1 ,... �. ' • x '`'a'� 3T any P y A " Delivery a - � 4 � S Pickup X -". r ,+ i �5 r i hb 00; 0 :r f a 101 Walnut Street N Sel PO Box 9151 p ,ta *'t �f "' Watertown,MA02471 617.924.1770 ONLINE PICK-UP « « « «k « ", T 8 SPACES o « * «4 « " s O OP&SHOP « Online Pick-up �"i ii'ryti Y I :" « * « "' s "NEW ACCESSIBLE CURB RAMP . ON I ' _i% x v 8 SPACES IC P NEW CROSSWALK r L 120'y +A N . V - H • s v; PARKING SIGN MOUNTED IN LANSCAPE AREA(TYP) . law 00 40 60 160 Feet •.. " .,,. .SIGNS 1-8" 18" 24" Dea W=.p S..^P�idu7p 18 24" 00 10 20 40 Feet Stop & Shop Online Store#406 425 Attucks Lane 5' Delivery Delivery Delivery Delivery Hyannis,MA &Pup Pickup &Pickup &Pickup 00 N 00 v CLIENT REVIEW Septa ber4,2019 3 LC�►1.aJ IJJ l�►�l IIJJ 3, IL Not Approved for Construction 2" ExhibitSite Aerial X2�/ X 1 Delivery Delivery Delivery Delivery &Pickup &Pickup &Pickup &Pickup Delivery Delivery ����y . &Pickup &Pickup I�q I O v o LEFT RIGHT O � O C- 1 " LAMINATED PRINTS ON ALUMINUM BLANKS 18"X24".080 ALUMINUM DIRECTIONAL SIGN WITH LAMINATED VINYL PRINT T GALVANIZED POST 8'GALVANIZED U-CHANNEL POST 1 1 BREAKAWAYS POSTS DIRECT BURIAL S S S S S Parking Sign mng Wayfinding Sign mng , N.T.S. Agn•li Sign N.T.S. Ag-li Sign 14367.00 24921 Z LCC � Sl Vanasse Hangen Brustlin, Inc. Transportation LOT 9 'LG gG 9 Land Development LCC #30063 E CONCRETE Environmental Services BOUND 1 (FOUND) LOT 8 101 Walnut Street,P.O.Box 9151 N/F LCC #30063 E Watertown,Massachusetts 02471-9151 COMMONWEALTH OF 617 9241770 FAX 617 924 2286 MASSACHUSETTS MAP 274, LOT 016.XO1 N Legend 0 DRAIN MANHOLE ® CATCH BASIN ZON£ 9 CO SEWER MANHOLE E0 ELECTRIC MANHOLE S 9 l O TELEPHONE MANHOLE 8 0 MANHOLE O�Fr RF Fi mossy i HH O HANDHOLE WATER GATE "1.1-ONE N dY j -J 4o FIRE HYDRANT 00 o ® GAS GATE ct"n o- STREET SIGN O N LIGHT POLE ! 0 UTILITY POLE GUY WIRE GUY POLE 4FFE=32.18' FIRST FLOOR ELEVATION Mw Eop MONITORING WELL EDGE OF PAVEMENT cc CONCRETE CURB vcc scE VERTICAL GRANITE CURB o SLOPED GRANITE EDGE N/F N ^ BB f BITUMINOUS BERM P+L.L., INC. � GUARD RAIL MAP 294, LOT 75 `O "� r, -x x x- CHAIN LINK FENCE LOT 11 _ DRAINAGE LINE LCC #30063 E LOT A — SEWER LINE CERT. #117262 S 11'48'20" W -oHw— — OVERHEAD WIRE. "06.9 E UNDERGROUND ELECTRIC T- TELEPHONE LINE 5212455 S* F* l -c GAS LINE i w WATER LINE w ( 11 ACRES) A=99 57'10" STONEWAL L. 971 R= TREELIKE 1.06' -100'Bz 100-FT BUFFER ZONE 100'RA 100-FT RIVERFRONT AREA �, 32 jO S4°' N 051. 4'34. E 200'RA- 200-FT RIVERFRQNT AREA / 114 55 £ _. 45.31' A=79'49'00" �' — — LIMIT MEAN ANNUAL HIGH WATER R=35.00" -�_i0o L=48.74" o 1-1UU i iw� T OF BANK r AwF�-Too' VEGETATED WETLAND .BOUNDARY 21.56° O I N 11'50"37" E 'i'. co V � 3 � m 00 z i � No. Revision Dote rvpvd. Designed by Drawn by Chocked by .� Cn CONCRETE BOUND �, N� CAD checked by Approved by (FOUND & HELD) N r,_ scale 111=60, Date February 2,2012 Project Title 0.50' Stop & Shop N o � p CONCRETE BOUND Iyannough Road (FOUND) � EXISTING CONCRETE FOOTING t N i ram° 194.38' Barnstable Massachusetts -- N STONE BOUND ;� N , N/F N 15'02 36 �.� (FOUND & HELD) w w °D issued for co JAMES MAPHY i` 96.17' - N/F ^ 1�7 - Geneml Notes MAP 274, LOT 10 - " EXISTING CONCRETE FOUNDATIONLOT 2 3 IYANNOUGH ROAD TRUST N S 86'09 40 E rn MAP 274, 6 61.74" THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY CONDUCTED LCC #264Q`� A ;� LOT 0 l ro IN DECEMBER 2001 AND FROM PLANS AND DEEDS OF RECORD. _ o LCC #2 5.7 5.1" 5.1' 5.2' co '. CERT. #152182 1g3,4` �' Drawing Title 2 94.34' r 678.53" Z72.8T{HELD) CONCRETE l Foundation As-Built " S 11'20" 'W BOUND 249.98 CONCRETE (FOUND) S 11'46"20" W BOUND re1'�11Ci11011 (FOUND) 1 HEREBY CERTIFY THAT THE FOUNDATION SHOWN ON THIS PLAN WAS LOCATED FROM 00 N/F v' AN ACTUAL GROUND SURVEY BY VHB ON FEBRUARY 1, 2012. T.G: WORLD EXCHANGE N MAP 2'.95, LOT 19.XO1&2 , $� LOT 19 N/F N/F LCC #24921 H t Russ a PRIME 132, LLC T.G. WORLD EXCHANGE CERT. #172091 �'' sousctUET Drawing Number MAP 294, LOT 75 MAP 295, LOT 19.X01&2 ZQ No.389 LOT 6 LOT 18 DATE PROF"S NAL SURVEY ISTE�° SV_ 1 LCC #24921 B LCC #24921 H LW CERT. #173306 CERT. #172091 60 0 60 120 STONE BOUND sheet of (NOT FOUND) 1 1 SCALE IN FEET Project Number 07313.00 \\MAWALD\ld\07313\cad\srVi onset\7313-FND-AB-2-2012.dwg