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Home My WebLink About0047 OLD YARMOUTH ROAD ,�.� �� R. m� i;° - �; � oiloS� o `� I Q c`HEry Town of Barnstable i s�crisrwsr.E Building Department-200 Main Street 9$A �•0p Hyannis, MA 02601 IEOMP�a Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-19-2190 CO Issue Date: 10/7/2020 Parcel ID: 328-142-001 Zoning Classification: B Location: 47 OLD YARMOUTH ROAD, HYANNIS Proposed Use: Name of Tenant: Sprinklers Provided: yes Gen Contractor: MICHAEL A GIRARD Permit Type: Commercial - Muncipal Type of Construction: Design Occupant Load: 0 Comments: Maher Water Filtration Plant 2 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 9th Edition �' ' ►.� _ Town of Barnstable_ BuRdIln g nai e Post This Card So That it is-Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept 7 v�-tMAMbs¢. `a8 Posted Until Final Inspection Has Been Made. ��y. � '°4Torsa+' Where a Certificate of Occupancy is Required,such Buildingshall Not be Occupied until a Final Inspection has been made: 1l !L Permit No. B-20-1525 Applicant Name: Bento David Dacosta Approvals Date Issued: 06/17/2020 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 12/17/2020 Foundation: Location: 47 OLD YARMOUTH ROAD,HYANNIS Map/Lot: 328-142-001 Zoning District: B Sheathing: Owner on Record: BARNSTABLE,TOWN OF(BRNWATER) Contractor Name: David Bento DaCosta Framing: 1 Contractor License: CS=095606 Address: 367 MAIN STREET 2 HYANNIS, MA 02601 Est. Proj ct Cost: $ 15,700.00 Chimney: Description: Strip/ReRoof with GAF Timberline HD Shingles Permit Fee: $ 160.00 F Insulation: Project Review Req: Fee Paid:,1 $160.00 Date: 6/17/2020 Final: 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 within six months after issuance. All work authorized by this permit shall conform to the approved application and thefapproved 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,.ublic 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: "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 All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: �G3� r I TATA & HOWARD October 5,2020 Mr. Brian Florence, Building Commissioner Chairman—Site Plan Review Committee BUILDING DEPT.Barnstable Building Division 200 Main Street Hyannis, Massachusetts 02601 OCT.072020 Subject: Certification of Site Plan Conformance TOWN OF BARNSTABLE Maher Filtration Plant—47 Old Yarmouth Road, Hyannis Barnstable DPW—Water Supply Division T&H No. 5241 Dear Mr. Florence: As required by the Barnstable Building Division Site Plan Review#071-18 approval issued on October 9, 2018, Tata & Howard has observed and reviewed the work of Waterline Industries Corp. of Seabrook, NH, and its subcontractors as it relates to the construction of the Maher Filtration Plant, and certifies to the best of our knowledge, information and belief,the work performed by Waterline Industries Corp. is in accordance with the project plans and specifications, as well as the applicable zoning regulations, guidelines and policies of the Town of Barnstable. Please find enclosed the as-built site plan of the Maher Filtration Plant. It has been determined that the construction complies with the Barnstable Building Department's approval. We appreciate your continued assistance with this important Town project. Should you have any questions or comments, please do not hesitate to contact our office. Sincerely, TATA&HOWARD,INC. Jon W. Gregory,P.E. Associate Attachments Tata rt<Howard 67 Forest Street Marlborough,MA 01752 T,508-303-9400 F:508-449-9400 Other Offices www.tataandhoward.com MA I NH I CT VT AZ .D� \_4 BUILDING DEPT. �— ��a. OCT0 7 2020 TO*Q Ba1�NSTALE MINg E6 �y�y r • MS t € $ << , z � y z \ \€ ' `Gil g m"' / N e Q s x ' �10 —x` m 51 51 �04 "N� ggsg �'su y ® gyp❑^ d �,pytiggr -: ,poC?i y. e�^n8�fpp: y } S $A E ch non } g' � me ►,.Z CIVIL 1l I TOWN OF BARNSTABLE, MASSACHUSETTS „y a�,,�_,A, AS-BUILT SITE PLAN N TATA&HOWARD , +nm cowmKo odwwe MAHER FILTRATION PLANT io-s-aw a"me. Town of Barnstable Building Post:'his Card SoFThat rt is'"Uis�ble`From the Street Approved Plans Must be Reta�ried on lob and this Ca d`Must be Kept anxxtrrneas r a. e nal `�� Posted Until Fi Inspecfion�Has-Been Made � � � *� !F9, ° Where a Certifi Perm*t of Occwpancyas Required,such'Buifdmg shall Not;be Occupied until a:Final inspection has been made „ Permit No. B-19-2190 Applicant Name: Michael Girard Approvals Date Issued: 08/08/2019 Current Use: Structure Permit Type: Building-New Construction-Commercial Expiration Date: 02/08/2020 Foundation: Location: 47 OLD YARMOUTH ROAD, HYANNIS Map/Lot: 328-142-001 Zoning District: B Sheathing: Owner on Record: BARNSTABLE,TOWN OF(BRNWATER) Contractor Name: MICHAEL A GIRARD Framing: 1 Address: 367 MAIN STREET Contractor License CS.-071248 2 HYANNIS, MA 02601 Est. Project Cost: $3,386,451.00 Chimney: Description: Construction of new water treatment plant for the town;of Permit Fee: $31,041.70 Insulation: Barnstable, MA Fee Paid:- $31,041.70 Date: 8/8/2019 Final: 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 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 avid 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 Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons tracting 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 f .0 Initial Construction Control Document w To be submitted with the building permit application by a`:-�'' Registered Design Professional r` for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 . Project Title: Date: August 6,2019 ZP Maher Filtration Plant ® Property Address: NO 47 Old Yarmouth Road,Hyannis,MA 02601 Project: Check(x)one or both as applicable: (X)New construction Existing Construction Project description: Construction of a new water filtration plant Jon I Gregory MA Registration Number: 46478 Expiration date:6/3ono2o am a registered design professional,and I have Gregory g p� � 8'i gn P f prepared or directly supervised the preparation of all design plans,computations and specifications concerningl: (X) Architectural Structural Mechanical Fire Protection Electrical (X)Other: (Civil,Process&Piping, Instrumentation&Control) for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a'Final Con lion Control Document'. Enter in the space to the right a"wet" or � "OF>rgA electronic signature and seal: �o Joilq► . o GREGORY U c1v1L G Phone number: (508)219-4016 Email: igregory@tataandhoward.com .o q o.4&47o Q Building Official Use Only FSSi0MA4 ECG\ Building Official Name: Permit No.: Date: Note 1.Indicate with an'x project design plans,computations and specifications that you prepared or directly supervised.If'other'is chosen,provide a description. Version 01 01 2018 I Initial Construction Control Document H W To be submitted with the building permit application by a w x d Registered Design Professional : a eW� for work per the ninth edition of the ; s� V Massachusetts State Building Code, 780 CMR, Section 161 0 � � z' . Project Title: Date: August 7,2019 Maher Filtration Plant ?3 Property Address: 47 Old Yarmouth Road,Hyannis,MA 02601 b Project: Check(x) one or both as applicable: (X) New construction Existing Construction,* Project description: Construction of a new water filtration plant Sadegh M. I Radvar MA Registration Number: 37935 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': Architectural Structural Mechanical Fire Protection (X)Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a 'Final Construction Control Document'. Enter in the space to the right a "wet" or FA�SN OF MgSC electronic signature and seal: y6s SADEGH M. c4 RAD.VAR m ELECTRICAL No.37935 Phone number: (440)725-0264 Email: sradvar@smreng.com �F S Building Official Use Only GONAL Building Offficial Name: Permit No.: Date: . � ) I Note 1.Indicate with an'x'project design plans,computations and specifications that you prepared or directly supervised.If'other' is chosen,provide a description. Version 01012018 Initial Construction Control Document r To be submitted with the building permit application by a Registered Design Professional b for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Sectio' �'. CO Project 2°w� Project Title: Date:August 7,2019 vca Maher Filtration Plant . Property Address: c 47 Old Yarmouth Road,Hyannis,MA 02601 Project: Check (x)one or both as applicable: W New construction Existing Construction - Project description: Construction of a new water filtration plant Jeffrey R. I while MA Registration Number: 45668 Expiration date:613oao2a,am a registered design professional,and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerningl: Architectural Structural Mechanical W Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted. engineering practices for the proposed project. I understand and agree that l (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in.780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if:the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official"a'Final Co 0 of Document'. Enter in the space to the right a"wet" or . electronic signature and seal: �. Phone number: (978)857-0305 Email: jrweng@charter.net BuildingOfflciat'llse Only Building Official,Name. Permit No.: Date: Note 1.Indicate with an'x project design plans,computations and specifications that you prepared or directly supervised,if'other'is chosen,provide a description. Version 01 01 2018 i I i R+R �Iwl►7/1 Initial. Construction Control Document►' To be submitted with the building permit application by4 CO W Registered Design Professional Do yev�v for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 0 Project Title: Date: August 6,2019 Maher Filtration Plant Property Address: 47 Old Yarmouth Road,Hyannis,MA 02601 Project: Check(x)one or both as applicable: (X)New construction Existing Construction Project description: Construction of a new water filtration plant TodI Mason M.MA Registration Number: 41330 Expiration date:6,301202o am a registered design professional,and I.have Mason g P� � $� $n p f prepared or directly supervised the preparation of all design:plans,computations and.specifications concerning': Architectural Structural (X)Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design.professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a'Final Constructiort.Control Document'. Enter in the space to the right a"wet" or electronic signature and seal: $ 7 f�lP t s Si Phone number: (781)329-7700 Email: todd(a)mteeng.coin -- — —........._.._......�.._._..._....__........ ................_. Building Official Use Only I Building Official Name: Permit No.: Date: Note 1.Indicate with an'x' project design plans,computations and.specifications that you prepared or directly supervised.If`other'is chosen,provide a description. Version 01 U1 2U1.8 ............_..._. Initial Construction Control Document To be submitted.with the building permit application by a ` yd Registered Design Professional . for work per the ninth edition of the ,,.. Massachusetts State Building Code, 780 CMR, Section 107 +co Project Title: Date: August 7,2019 Maher Filtration Plant Property Address: 0 47 Old Yarmouth Road,Hyannis,MA 02601 *O Project: Check(x)one or both as applicable: (X)New construction Existing Construction Project description: Construction of a new water filtration plant I Bogor MA Registration Number: Expiration date:6130�202o am a registered design professional, I have 11obeika g b 2R62Q Exp' , gn essional,a p f prepared or directly supervised the preparation of all design plans,computations and,specifications concerning': Architectural W Structural Mechanical Fire Protection Electrical Other: for the above named project and. that to the best of my knowledge, information, and belief such plans, computations and specifications meet tl•tee applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted. engineering practices for the proposed project. I understand and agree that I (or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance ce to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents,and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall.submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,1 shall submit to the building official a` ction Control Document'. _ HaF Enter in the space to the right a"wet" or ROGER yc electronic signature and seal: Ho9EIKA STRUCTURAL. o NO.26620 Phone number: (6I7)924-5257 Ernai1: rhobeika(g aol.com gyp, QJ8tEa�o Building Official'.Use Only Building Official Name: Permit No.: Date: Note 1.'Indicate.with,an Y project design plans,computations and specifications that you prepared or directly supervised.If'other'is chosen,provide a description. Version 01 01 2018 1 i s I Final Construction Control Document H W To be submitted at completion of construction by a W Registered Design Professional for work per the ninth edition of the Jev Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Date:9/17/2020 Permit No.13-19-2190 Maher Filtration Plant Property Address: 47 Old Yarmouth Road,Hyannis,MA 02601 Project: Check(x) one or both as applicable: N New construction Existing Construction Project description: Construction of a new water filtration plant Sadegh M. I Radvar MA Registration Number: 37935 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 Structural Mechanical Fire Protection NElectrical 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 code. Nothing in this document relieves the contractor of its responsibility regarding the provision CMR 107. OF n�SSgcyG Enter in the space to the right a"wet" or electronic signature and seal: SADEGH M. RADVAR N ELECTRICAL No.37935 FFSS/ONAL Phone number: (440)725-0264 Email: sradvar@smreng.com Building Official Use Only Building Official Name: Permit No.: Date: Version 01 01 2018 Final Construction Control Document a To be submitted at completion of construction by a Registered Design Professional d for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Date:9/17/2020 Permit No.B-19-2190 Maher Filtration Plant Property Address: 47 Old Yarmouth Road,Hyannis,MA 02601 Project: Check(x)one or both as applicable: (X)New construction Existing Construction Project description: Construction of a new water filtration plant I MasoM'MA Registration Number: 4133o Expiration date:6/30n022,am a registered design professional,and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Architectural Structural (X)Mechanical Fire Protection Electrical Other: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 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 A OF k4$ electronic signature and seal: o�� TOOO M ny� = MAS M C 3 Phone number: (781)329-7700 Email: todd@mteeng.com MAL Building Official Use Only Building Official Name: Permit No.: Date: Version 01 01 2018 Final Construction Control Document H To be submitted at completion of construction by a M d Registered Design Professional w� for work per the'ninth edition of the Massachusetts State Building Code, 780 CAM Section 107 Project Title: Date:9/1.612020 Permit No. B-19-2190 Maher Filtration Plant Property Address: 47 Old Yarmouth Road,Hyannis,MA.02601: Project: Check(x)one or both as applicable: (X)New construction Existing Construction Project description: Construction of a new water filtration plant l Roger eika MA Registration Number: 2862o 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 M Structural Mechanical Fire Protection Electrical Other Describe for the above named project. I, or my designee, have performed the:necessary professional services and was present at the construction site on a regular and periodic basis.To the best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CNIR 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 CNIR 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: `r" y ROGER' N �G/`'► H O B STRUCTURAL A K NO.28620 Phone number: (617)924-5257 Email: rhobeika@aol.com /0NAL Building Official Use Only Building Official Name: Permit No.: Dater Version 0101 2018 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: Date:9/17/2020 Permit No. B-19-2190 Maher Filtration Plant Property Address: 47 Old Yarmouth Road,Hyannis,MA 02601 Project: Check(x) one or both as applicable: M New construction Existing Construction Project description: Construction of a new water filtration plant I '�g MA Registration Number: 46478 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: (X)Architectural Structural Mechanical Fire Protection Electrical (X)Other.Describe (Civil,Process&Piping, Instrumentation&Control) 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 ions of 780 CMR 107. Enter in the space to the right a"wet" or TN OF of ASS�cy electronic signature and seal: GREGORY a� CIVIL cn No.464 d 9 O N EN Phone number: (508)219-4016 Email: jgregory@tataandhoward.com Building Official Use Only Building Official Name: Permit No.: Date: Version 01 01 2018 r Town of Barnstable Building Department Services oF�"E rya Brian Florence, CBO BARNSTABLE V BazrrRB!f•curfnviue•ccrvrt•xrRxus `,P O N.RSipuS u!US•O5iiRVi!lE•wi51 BARIiSiaB!f y Building Commissioner I639-2014 9 LE.- 200 Main Street, Hyannis, MA 02601 1639• 10� A www.town.barnstable.ma.us prfD MAC • Office: 508-862-4038 Fax: 508-790-6230 September 28, 2018 1 ; a Barnstable DPW—Water Supply Division C/O Mr. Hans Keij ser Supervisor—DPW Water Supply Division 47 Old Yarmouth Road Hyannis, MA 02601 RE: Site Plan Review#071-18 Barnstable DPW—Water Supply Division—New Filtration Plant 47 Old Yarmouth Road, Hyannis Map 328, Parcel 142-001 Proposal: Construction of a new filtration plant(FP) as an upgrade to the existing Maher Water Treatment Plan located as 47 Old Yarmouth Road, Hyannis. The new prefabricated metal FP building will be constructed directly adjacent to the existing water treatment plant building,booster pump station, and pre-stressed concrete water storage tank currently located at the site. Dear Mr. Keij ser: At the informal site plan review meeting of September 25, 2018,the SPR Committee administratively approved the above application subject to the following: • Approval is based upon and must be constructed significantly in compliance with site plans entitled"Town of Barnstable, Massachusetts—Maher Filtration Plant" 7 Sheets; and application packet"Maher Filtration Plant Application for Site Plan Review" including Conservation Commission review and drainage analysis, all dated September, 2018 and prepared by Tata& Howard, Inc., Marlborough, MA. • Hyannis FD key box access at the gates will need to be coordinated. Contact: Deputy Chief Dean Melanson, Hyannis FD Tel: 508-775-1300. • A list of the quantities of each chemical, as well as the total hazardous material storage quantity onsite will need to be filed with the Health Department and the Hyannis FD. Permits for the storage of Hazardous Materials are required to be obtained from the Health Department and Hyannis FD. I • Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a certified"as built" site plan and a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence, Building Commissioner, SPR Chairman Elizabeth Jenkins, Director of Planning &Development Amanda Ruggiero, Assistant Town Engineer, DPW Deputy Chief Dean Melanson, Hyannis FD Hans Keisjer, Water Dept. Supervisor, DPW Health Department Mr. Jon Gregory, PE, Tata& Howard, Inc. 4 {err Application number............................. .................. Date Issued................. ,:.if. �...�:....................... sue• AUG 2 0 2018 Building Inspectors Initials........... .. ........................ Mho _. � k: IN B.ARNS f ABU Map/Parcel.. .V .... f .i: TOWN OF BA T �o •��RNS ABLE EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDO WS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: L41 Q U '1 GYnna l A-'�A 1�4, H)n,"s r s NUMBER STREET V LAGE Owner's Name: (0,,r.A j-V e cj,r�5 Phone Number S'D 9 ?7 U d Email Address: .'\ 4,fj-IL 4Cell Phone Number S-00 C1 s Project cost $ ,GO J Check one Residential Commercial tl / OWNER'S AUTHORIZATION As owner of the above property I hereby a rize ti A•10 to make application for a buildin cordance with 780 CMR Owner Signature: 1 \ �A,� �� /•} Date: ��14 �J A SK �U.-.JCI CJ V�CJr TYPE OF WORK `I g Windows (no header change)Sidin 0 e # El Insulation/Weatherization g El Doors (no header change)# Commercial Doors require an inspector's review El Roof(not applying more than 1 layer of shingles) Construction Debris will be going to CONTRACTOR'S INFORMATION Contractor's name f A o Home Improvement Contractors Registration(if applicable) S _ a `7 a Y ' (attach copy) Construction Supervisor's_License (attach copy) Email of Contractor L r,.J\ez `n a l I Lk C C._m�eQS+.AI ne number ALL PROPERTIES THAT HAVE STRUCTURES OVER 75 YEARS OLD OR IF THE SUBJECT PROPERTY IS IN A HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED. APPLICATION NUMBER *For Tents Only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides? Yes No- (If yes please attach floor plan with exits marked) Dimensions of each Tent X , . X X Additional tent dimensions can be attached on a separate piece of paper. Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s) of each tent If food is being served at your event please obtain a Health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval: *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I.understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures, specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT'S SIGNATURE Signature�O-� Date 1 S All permit applications are subject to a building official's approval prior to issuance. rt 1� The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): CNArl e>\Y I t\a Address: LA "l SC L G a 6a\ City/State/Zip: K Vcry 3 Phone#: 2-d 4,6(4—l L1a Q Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I ployees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.21 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp. insurance. $ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs c. 152, , insurance required.]t §14 and we have no( ) employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. rr Insurance Company Name: 1•.,CiACN/V% P K n 5 Ca,o Policy#or Self-ins.Lic.#: OC J3 .5 W - PC 2- 5-0 6 Q O Expiration Date: ( Z -3- g Job Site Address: c119 �4G y,/v%ci_+' '\ IR ,A City/State/Zip: MR .0- G \ Attach a copy of the workers' compensation policy declaration page(showing the policy num er and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct; Sip-nature: Date: Phone#: 3- LA(;14 l A ;Q Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone M • N � Information and Instructions r Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments-and who resides therein,or the occupant of the dwelling house of another who employs persons to do mainienance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants . Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permittlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permit/lieense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a homeowner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts. Department of Industrial Accidents Office of Investigations 600 Washington,Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 4-24-07 www,mass.govfdia I i .3. Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-072889 Construction Supervisor a s THOMAS R MARINO 47 LIGHTHOUSE IL ' HYANNIS MA 02601 Expiration: Commissioner 09/06/2 018 t 71, �immo�iure��o��av�ac�ii�veCGs office of consumer Affairs&Business Reguiation HOME IMPROVEMENT CONTRACTOR TYPE.IndMdual Reaistrafio_rh Expiration 04/13/2020 THOMASMARINO— �kt,' THOMAS MARIN " 47 LIGHTHOUSE HYANNIS,MA 02ii01 "- Undersecretary r f ACORO® M/DD/YYYY) AC� CERTIFICATE OF LIABILITY INSURANCE DATE(Ms/16/2ols THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT- If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Customer Service Department NAME: P Gaslamp Insurance Services PHONE (800)920-4125 a No,(800)920-4107 E-MAIL ADDRESS: esP 9 Y Certificat@ remiera enc services.com 3234 Grey Hawk Ct. INSURERS AFFORDING COVERAGE NAIC# Carlsbad CA 92010 INSURER APreferred Contractors Ins Co. 12497 INSURED INSURER B: Thomas Marino INSURER C: 38 Lighthouse Lane INSURER D: INSURER E Hyannis MA 02601 INSURER F: COVERAGES CERTIFICATE NUMBERGL 17-18 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL UBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD MM/DD X COMMERCIAL GENERAL LIABILITY 1,000,000 EACH OCCURRENCE $ A CLAIMS-MADE E OCCUR DAMAGE TO RENT D 50,000 PREMISES Ea occurrence $ PCA5025-PC250690 12/3/2017 12/3/2018 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 1,000,000 8 POLICY PET LOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Peraccident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ r $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I JER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Verification of Coverage *Subject to all policy terms, exclusions .and conditions* CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Verification of Coverage THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Justin Duenas/MILY -- @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025/9014ml TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel, / 412— bd /. Application #X69667101 Health Division Date Issued Conservation Division Application Fee d0 Planning Dept. Permit Fee o Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis O/A,i.1, PP® //Ilf fV Project Street Address Z O.Z7 L IV,94ma Az ;V/W=�Mv Village Owner ,�czl ,�J �� ,� fj /!L Address 3A 7 ,�ft& ,J /7/ �/s Telephone — s Permit Requesfv .9 757 w , 4/4� < AI Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type A-I&o" Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family. .❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ 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 r Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0 No ,Detached garage: ❑ existing ❑ new size Pool: ❑existing ❑ new size _ Barn: 0 existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: ' w Zoning Board of Appeals Authorization 0 Appeal # Recorded ❑ , Commercial ❑Yes ❑ No If yes, site plan review# Current Use 0161 Z 14- Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name /��i(� .� , �'�l Telephone Number .'��^ . 7 �77 d 7 Address f��/1/SG ,P"� License # / 5 57 7 9 - � W U� Home Improvement Contractor# l S Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TOi� ® A.)S r/r SIGNATURE DATE 11 / 1 ._ FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO: ADDRESS VILLAGE " OWNER DATE OF INSPECTION: " FOUNDATION I FRAME INSULATION . FIREPLACE ELECTRICAL: ROUGH i.FINAL PLUMBING: ROUGH FINAL-) GAS: ROUGH FINAL FINAL BUILDING i -j DATE CLOSED OUT ASSOCIATION PLAN NO. r The Commoriwealth ofMassachusetts Department of Industrial-lccldents Office of Investigations 600 Washington Street Boston, ,AM 02111 www.mass.gov/dia Workers' Compensation Iusurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl Name (Business/Organization/Individual): l� Address: 6Z11-1' Liu City/State/Zip: Phone-#: 509 /-7_'Z D�i Axe you an employer? Check the appropriate box: Type of project(required): 1.❑ 1 am a employer with- 4. 1 am a general contractor and 1 employees(full and/or part-tim.e).* have hired the sub-contractors 6. ❑New construction 2.Sd I am a sole proprietor or partaer- listed on the attached sheet. 7. r10 Remodeling ship and have no employees These sub-contractors have g. Demolition workin for me in an capacity. employees and have workers' . g Y P tY� � 9, [�Building addition [No workers' comp, insurance comp. insurance. re aired. 5. We are a corporation and its 10.❑ Electrical repairs or additions q �. 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp, right of exemption per MGL 12 Roof repairs insurance required.] t c. 152, §1(4), and we have no employces. [No workers' 13.❑ Other comp.insurance required_] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside con tractors must submit a new affidavit indicating such. tcontractors that check this box must attached an additional sheet showing the name of the sub-Contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must pro-vdde their workers'comp.policy number. X am an employer that is providing workers' cornponsatiort insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy/l or Self-Wis. Lic. #: Expiration Date: Job Site Address: City/State:/Zip- Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. $e advised that a copy of this statement may be for*arded to the Offace of Investigations of the DIA for insurance coverage verification. I do hereby certify-under the at onalt'es of perjury that tit e,info rnt aria n provided above is true and correct. Signature: -� Date: Phone#: Ofjlcial.ase only. Do not write in this area, to be completed by city or town offciaL City or Town' Permit/License# Issuing Authority (circle.one): 1.Board of Health 2.Building Department 3. CiLy/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#; Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees: Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." co oration or other legal entity, or any two or more a artaershi association, corporation An employer is defined as "an individual,p p' representatives'of a deceased employer, or the en a ed in a joint enterprise, and including the legal e fore oin g J of the g g g . . employees. However the receiver or trustee.of an individual,partnership, association or other legal entity;employing emp y ore than three apartments ents an d who resides therein, or the occupant of the owner of a dwelling house having not m P own g . dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house -or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer.." MGL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or,, renewal of a license or permit to operate akbusiness or to construct buildings in the,commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until' acceptable evidence of compliance with the insurance, requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to.your situation.and, if necessary, supply sub-contractors)name(s), addresses) and phone numbers) along with their certificate(s) of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships (LLP)with no employees other than the members or partners, are.not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage.. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to.obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the,appropriate line. City or'Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address" the applicant should write"all locations in (city or een officially stamped or marked by the city or town maybe provided to the town)."A copy of the affidavit that has b applicant as proof that a valid affidavit is on file for future pern>its or licenses. A new affidavit roust be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: - The Common�vean of Massachusetts Departrnnent of Industrial' Accidents Office of Investigab.ans 600 Washington Street Boston, MA 02111_ I TO. # 617-727-490.0 ext 406 or 1-877-MASSAFE Fax# 617-727-7743 evised 11-22-06 w,,'wrnasS.gov/dia t t. � 1 ! i r r St -So e , �S i 3�F ; 1 z5 � �•� s .32 e t f z M; eDEP: Print Receipt Page 1 of 1 Submittal Summary & Receipt Your submission is complete.Thank you for using DEP's online reporting system.You can select"My Homepage"to review your status. DEP Transaction ID:215360 Date and Time Submitted: 11f25/2008 8:45:39 PM User Email : ajbent@comcast.net Other Email : Form Name: BWP-Demolition Form for AQ-06 - Payment Information DEP code Date Amount($) Payment Detail Contractor Contractor Number Name Address, , Supervisor Project Monitor Lab https://6dep.dep.mass.gov/Restricted/webpages/printreceipt.aspx 11/25/2008 Hans Keijser _ Supervisor Town of Barnstable testes 't�tesq Water Supply Division Department of Public Works p IrtOfl 47 Old Yarmouth Rd.,Hyannis,MA 02601 Phone(508)778-9617 ext.3502 Fax:(508)790-1313 Email: hans.keijser@town.bamstable.ma.us- - i s x Town of Barnstable J )ARNMBLE, MASS Regulatory Services pTFby A 'Thomas F. Geiler,Director Building Division r Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 Www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 P roperty Owner Must Complete.and Sign This Section If Using .A.Builder I, (' , as Owner of the subject property hereby authorize ��,In �� to act on my behalf, iI all matters relative to work authorized by this budding'pernut application.for. y� Old- (Address of Job) �4i-— //bq /4002- - igna Owner A o (b-J - �� Date as (�pU—�s0 t�RU�b�c� 'Tint Name \WPFILES\FORMS\building permit forms\EXPRESS.doc evise020108 Town of Barnstable Regulatory Services Thomas F. Geiler,Director . lARNSTABLE, � . MA99 1639. ,�� Building Division Tom Perry,Building.Commissioner 200 Main Street, Hyannis, M-A 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: village number street "HOMEOWNER": work hone# name home phone# P 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 per r:ii (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 rmderstands 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. 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 our Board cannot proceed against the unlicensed person as it would with a licensed when the homeowner hires unlicensed persons. In this case, 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\homeexempt.DOC f a P oarr � ing egu ahon I ! Const�uct 5�a�a tan Ards i� SuPervisor Lice en'se L'celr? e CS 1557g a �XF on 11'13/2pp9 Tr# 7652 .1 jj sa'r coon p ALLEN S BENT = � - I 46 MNSOIVME Rp iE ` c- 1 S YARMOUTH,MA 02664 Commissioner i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION UJI Map Parcel 2©Q Application # Oi/O Ve(f) i Health Division �j6 e0 Date Issued l Z Conservation Division' C ,Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address 17 Old 1 em v d/ Village 'LaT NABS 04 j / ,p Owner 14wK o 1� J49.4 is ke PA) —Address' In ralw-003 Telephone T 790 k 5100 Permit Request An 10l1�1 &*daklir AKT �ii �ar h v�lO� !K t d e IrOD Square feet: 1 st floor: existing proposed �?, 2nd floor: existing proposed.A Total new _� ? Zoning District Flood Plain Groundwater Overlay Project Valuation 10 Construction Type ll i ewt &dcelr �kefeotaV ♦' �i � `'or Lot Size "ad q Ae re-5 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family : ❑ Two Family ❑ Multi-Family (# units) �p/(►pe,!;�� Age of Existing Structure 9 Historic House: ❑Yes ❑ No On Old Kings Highway: LI-Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area"(sg.ft) _ T `!SP 9 N 9 Number of Baths: Full: existin N-C new Ae Half: existing ht new Number of Bedrooms: " existing —new r Total Room Count (not including baths): existing new First Floor Room Count 1 Heat Type and Fuel: ❑ Gas ❑ Oil YElectric ❑ Other Central Air: ❑Yes 0,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 A Yes ❑ No If yes, site plan review # Q / Current Use /V 9 Proposed Use Goa .. f' 0401,W PWj� D!l APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name oi7I' Telephone Number 2 0 5-,� Address 4 Gyrst r�e�km V PO&,Y- License#�4S SS 2— Home Improvement Contractor# Worker's Compensation # W UOO IG 7K M ALL CONSTRUCTION DEB S RESULTING FROM THIS PROJECT WILL BE TAKEN TO VILSIGNATURE DATE I/ZI Z I r FOR OFFICIAL USE ONLY �- ,APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE t OWNER DATE OF INSPECTION: FOUNDATIOMC" FRAME ` INSULATION FIREPLACE' ELECTRICAL: ROUGH FINAL x PLUMBING: ROUGH FINAL n GAS,-, ROUGH Ykc,t�- . ;t,_, FINAL i FINAL BUILDING,' •,Ft' ' DATE CLOSED OUT F ASSOCIATION PLAN NO. f t { The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl /� Name(Business/Organization/Individual): 0 / ®(,h C v. rlvL Address: 041C I f rh City/State/Zip: Obi YTPhone 4: �V 2. 0s3 a Are you an employer?Check the appropriate box: Type of project(required): 1.C?I am a employer with 8V 4. 0 I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. 0 Demolition workingfor me in an capacity. employees and have workers' y p �'• 9. ❑Building addition [No workers' comp.insurance comp. insurance.$ required.] 5. We are a corporation and its 10.E]Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE]Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other Comp.insurance required.] J. "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information.Insurance Company Name: ��R Med xw 6/ � T�^V10 o! 0 Policy#or Self-ins. Lic.#: o 4 i G7G 711 Expiration Date: / 401 7- Job Site Address: �? ®IFI� ydr�d IL City/State/Zip: IYllcf Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi nder thepains and penalties ofperjury that the information provided abo a iZl ue and correct. )/01 Si ature: Date: Z� Phone#: ?Z Official use only. Do not write in this area, to be completed by city or town offcciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, defined as"...every person in the service of another under any contract of hire, " an employee is d express or implied, oral or written." An employer is defined as"an individual,partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein; or the occTrpant of the dwelling house of another who employs`persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152„§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license of permit to operate a'business or to construct buildings in the commonwealth:for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation.and, if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investiga66As`has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple pernut/license applications in any given year,need"only sulmit`one affidavit indicating current policy information(if necessary)and under"Job Site Address."the applicant should write."all;locations in__(city or town)."A copy of the affidavit that has been officially stamped or marked bythe city or town maybe provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: MAThe Commonwealth of Massachusetts ' Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 ' Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia oFtHET Town of Barnistable Regulatory Services vNAS& E$ Thomas F. Geiler,Director �p •i639 �� rE1639 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 I, 120j6"4-- 12. 4/.i S-003 , as Owner of the subject property hereby authorize o /� B /" to act on my behalf, in all matters relative to work authorized bythis building permit application for: (Address of job) Signature di Owner Date Print Name If Pr perty Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORM&OWNERPERMISSION Town of Barnstable . Epp 1HE Tp�� ywP o� Regulatory Services sARtvsrAeri Thomas F. Geiler,Director Y MASS. q, 1639. Building Division AjED ,�a 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 accepiable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. '(Section 109.Is 11) 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. 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 supen�isor(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 forrn/certification for use in your community. Q:forms:homeexempt Massachusetts- Department of Public SatetY Board of Buildim, Rel-ulations and Standards Construction Supervisor License License: CS 78582 Restricted to: 00 CHRISTOPHER OUR 56 OBED BROOKS RD ' HARWICH, MA 02645 Expiration: 5/30/2012 ('ununisiuncr Tr#: 23986 f Ken Joudrey From: Gorenstein, Michael <Michael.Gorenstein@town.barnstable.ma.us> Sent: Monday, October 31, 2011 11:24 AM To: Ken Joudrey Subject: RE: Maher&Straightway treatment plants 228 Straightway 47 Old yarmouth Rd Michael Gorenstein, P.E. Project Manager Town of Barnstable DPW-Water Supply Division 47 Old Yarmouth Road,Hyannis, MA 02601 Tel:508-775-0063, Fax:508-790-1313 Cell: 508-328-5295 e-mail: michael gorenstein@town.barnstable.ma.us -----Original Message----- From: Ken Joudrey jmailto:krjoudrey@robertbour.com] Sent: Friday, October 28, 2011 10:37 AM To: Michael J. Schrader Cc: Gorenstein, Michael Subject: Maher&Straightway treatment plants Michael Can you send me the actual street address for the two pump station sites?? Thanks Ken Joudrey Project Manager Robert B Our Co., Inc T 508-432-0530 F508-432-4385 1 Town ®f Barnstable 200 Main Street,Hyannis,Massachusetts 02601 g Regulatory Services Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner Phone(508)862-4679 Fax(508)862-4725 www.town.barnstable.ma,us February 14,2011 Mr. Hans Keijser Town of Barnstable Water Supply Division 47 Old Yarmouth Road Hyannis,MA 02601 RE: Site Plan Review#004-011 Town of Barnstable DPW Water Tanks to be located at 47 Yarmouth Road and Straightway,Hyannis,MA Proposal: Construction of an 800,000 gallon'concrete water storage tank with top of dome elevation of 59 feet. Existing ground elevation 34 to 37 feet(sloping). Proposed ground elevation 32 to 37 feet(sloping). Proposed gravel access road off existing paved driveway. Proposed pump station and associated piping. Dear Mr. Keijser: Please be advised that the above-referenced proposal was approved subject to the following: 0 Approval is based upon plans entitled"Maher and Straightway Storage Tanks and Pumping Stations"prepared for Department of Public Works,Water Supply Division,Barnstable,MA dated January 2011, 16 Sheets, and"Hyannis Water Supply Division Proposed Water Main" by Tighe&Bond Consulting Engineers of Westfield,MA. ® Applicant must obtain all other applicable permits,licenses and approvals required. A copy of the approved site plans will be retained on file. Sincerely, S e _ Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Perry, Building Commissioner .., SPR file APPLICATION FOR SITE PLAN . I.,OCATION Business Name: Maher water Storage Tank Subdivision flan Assessor's Map# 328 Parcel# 142001 ANRPlan 'Property Address: 47 Old Yarmouth Road Site Plan OWNER OF PROPERTY APPLICANT Name: Town of Barnstable (Water) Name: Hans Keijser Address: 367 Main Street Address: Town of Barnstable Water Supply Div. Hyannis, MA 47 Old Yarmouth Road; Hyannis, MA 02601 Telephone: Telephone (508) 778-9617 Fax Fax (508) 790-1313 ARCMTECTIDEVELOPER/CONTRACTOR/ENGIP�,PER AGENT/ATTORNEY Name: Tighe & Bond Name: Address: 4 Barlows Landing Road, Unit 15 Address: Pocasset, MA 02559 Telephone: (508) 564-7285 Telephone Fax Fax STORAGE TANKS(HAZ MAT/F uEL OR WASTE OIL) ZONING DISTRICT CLASSIFICATION District RB Overlay(s) Existing Proposed Lot Area Sq.Ft. 20.90 Ac. Number Number Fire District Hyannis Size Size Setbacks(ft.) Above Ground Above Ground Front 20 Side 10 Rear 10 Underground Underground Contents Contents Number of Buildings Existing 3 Proposed 2 Demolition none UTILITIES TOTAL FLOOR AREA BY USE Sewer-❑Public Oprivate Size gal Existing(sq.f.) .Proposed(sq.f.) Water-MPublic ❑Private Basement Electric-❑Aerial ❑Underground Residential Gas-❑Natural ❑Propane Restaurant Grease Trap-❑ Size gal Retail Sewage Daily Flow * gpd Office Medical Office PARKING SPACES CURB CUTS Commercial(specify) . Required Existing Wholesale(specify) Provided .Proposed Institutional(specify) On-Site To Close Industrial(specify) Off-Site Totals All Other Uses On Site see below . Handicapped Gross Floor Area 8,345 5,608 (Water Tank) areas restrict wastewater discharge to 330 420 (Pump station) Ir day into on-site system. 3-02/20/2002 Old Ding's Highway Regional Historic District File# Approved? ❑Yes ❑No Hyannis Main Street Waterfront Historic District File# Approved? ❑Yes ❑No Listed in National and/or State Register of Historic Places? ❑ Yes ❑No Previous Site Plan Review File# Approved? ❑ Yes ❑No Previous Zoning Board of Appeals File# Approved? ❑ Yes ❑No Is the site located in a Flood Area(Section 3-5.1) ❑Yes Q No In Area of Critical Environmental Concern? ❑Yes M No Is the Project within 100' of Wetland Resource Area? ❑Yes ❑No Site sketch—informal presentation 0 Yes ❑No Site Plan prepared,wet stamped and signed by a Registered PE and/or PLS. ❑ Yes Q No Parking and Traffic Circulation Plan ❑Yes Q No Landscape Plan and Lighting Plan ❑Yes ❑No Drainage Plan with calculations and Utility Plan ❑ Yes ❑No Building Plans, (all floor plans,elevations and cross sections) 0 Yes ❑No Note that all signage must be approved h Code Enforcement Officer at the Building Doartment Lot area in sq:ft. 910,404 sq.ft Total Building(s)footprint 14,373 sq.ft. Maximum Lot Coverage as%of Lot % GROUND WATER PROTECTION OVERLAY DISTRICT REQUIREMENTS: DISTRICT: WP Lot Coverage (%) Required Proposed 1.a Q Additional Site Clearing (%) Required Proposed 2.6 o Additional PRINCIPAL BUILDING ACCESSORY BUILDINGS) ff]Yes ❑No Number of floors Height: 21 ft. Number of floors 1 Height: 10 ft. FLOOR AREA: FLOOR AREA: Basement sq. ft. Second sq.ft. Basement sq.ft. Second sq.ft. First sq. ft.Attic sq.ft. First 420 sq.ft.Attic sq.ft Other(Specify) 5,6 o s sq.ft. Please provide a brief narrative description of your proposed project: Construction of an soo,000 gallon concrete water storage tank with top of dome elevation of 59 feet. Existing ground elevation 34 to 37 feet (sloping) . Proposed ground elevation 32 to 37 feet (sloping) . Proposed gravel access road off existing paved driveway. Proposed pump station and associated piping. I assert that I have completed(or caused to be completed)this page and the Site Plan Review Application and that,to the best of my knowledge,the information submitted here is true. Sig o ft re of plicant Date PRINTED NAME OF APPLICANT Q:SiteP1an:SPPPG4 02/20/2002 o� b:_ - t' s•I f �,{� tr r y` � �I' .[7. jr) It .47 _; up IP A70 IP - -�;.� ,l � �'' {� :;. � .st, _ - •�� a --� _ :_;.u,.,�. 4 r _-za lei rave 1'1 I.. 1 4 - /1 i - - r k 1• •�1. Yy1.. :•r T� I 'J• �• r -i. rya 5 ` 1' 91 S' Legend *hWnnisTopographroQuadrangfe 1-Io7•sley Wi't•Cen Group -�� Phone.506.833.86C0 ' wmrlrorsley,vglen.co:rr Site Pagel N USGS 7.5 Quadrangle flap 47 Old Yarmouttt'Road Hyannis, MA Feet 1,000 Date:113/2011 FigUfe �o Path:HAPMie[tsU01OU fin 17Tinhe-Rnna{_NvnnnicWntorlr;Kwoma1unherulcr c.., 4 yya , ``KE'1pwtio� TOWN OF BARNSTABLE Barnstable BARNSTAStS. OFFICE OF TOWN ATTORNEY I D I %634• .�� 367 MAIN STREET IA HYANNIS, MASSACHUSETTS 02601-3907 2007 RUTH J.WEIL,Town Attorney ruth.weil@town.barnstable.ma.us T.DAVID HOUGHTON,1st Assistant Town Attorney david.houghton@town.barnstable.ma.us CHARLES S.McLAUGHLIN,JR.,Assistant Town Attorney charles.mclaughlin@town.barnstable.ma.us CLAIRE R.GRIFFEN,Paralegal/Legal Assistant claire.griffen@town.barnstable.ma.us PAMELA D.GORDON,Legal Clerk TEL.508-862-4620•FAX.508-862-4724 CERTIFICATE AS TO TITLE TO PROJECT SITE I, T. David Houghton, Esq. ,Attorney At Law, representing the Town of Barnstable,Massachusetts,herein called the Applicant, as title counsel, do hereby certify: 1. That I have investigated and ascertained the location of, and am familiar with the legal description of the site or sites being provided by the Applicant for all elements(treatment plant,transmission mains,outfalls,pumping stations, distribution pipes, and appurtenances)of the drinking water protection project for which State Financial Assistance has been offered,identified as DWSRF-3574. 2. That I have examined the deed records of the county or counties in which this project-is to be located. 3. That,in my opinion,the Applicant has a legal and valid fee simple title or other estate or interest in the following project sites, including the necessary easements and rights-of- way as are necessary to undisturbed use and possession for the purposes of construction and operation for the estimated life of the project. Hyannis Water Supply Simmons Pond well& Straightway well&treatment Division&Maher building, 0 O1d'Schoolhouse plant, 228 Straightway, Treatment Plant, 47 Old Road,Hyannis (map 267190) Hyannis (map 268099) Yarmouth Road, Hyannis (map 328142001) Mary Dunn well& Mary Dunn well&building, Mary Dunn well &building, building, 629 Mary Dunn 629 Mary Dunn Road, 656 Mary Dunn Road,Hyannis Road,Hyannis (map Hyannis (map 33100.4X02) (map 331003X04) 331004X01) Hyannisport well & Airport well&well building, Town land between treatment plant, 132 520 Mary Dunn Rd., Hyannisport treatment plant& Smith Street, Hyannis Barnstable(map 330009) Straightway Treatment plant, 0 (map 267099) Pawnee Court,Hyannis(map 268303) 4. That any deeds or documents required to be recorded with respect to the project sites listed in paragraph number 3 have been duly recorded or filed for record wherever necessary. 20110021 certificate as to title to project site water c-1.doc Dated this W dayAllpt of ��p 1� y' ,2011. T.David Houghton,Esq. lst-Ass't. Town Attorney Title Counsel 20110021 certificate as to title to project site water c-1 aloe Bond No. 9051818 PEIRFORMANCE BOND KNOW ALL MEN AND WOMEN BY THESE PRESENT, THAT Robert B. Our Company, Inc., as principal, and Fidelity and Deposit Company of Maryland as surety,are held and firmly bound unto the Town of Barnstable, Massachusetts,in the sum of One Million Six Hundred Ninety Six Thousand Nine Hundred Seventy Five Dollars and Thirty Five Cents($ 1,696,97535) lawfiil money of the United States of America, to be paid to the Town of.Barnstable, Massachusetts, for which payments, well and truly to be made, we bind ourselves,our respective heirs, executors, administrators, successors and assigns, jointly and severely, firmly by these presents. WHEREAS, the sai rin 'pal has made a contract with the Town of Barnstable, Massachusetts, bearing the date of o ^,201.1,for the construction of Maher and Straightway Storage Tanks and Pumping Station Project, Construction Contract No, 16-000-11-3, Pumping Stations Now the condition of this obligation is such .that if the principal shall well and truly keep and perform all the undertakings, covenants, agreements, terms and conditions of said contract on its part to be kept and performed during the original.term of said contract any extensions thereof that may be granted by the Town of Barnstable, Massachusetts, with or without notice to the surety, and during the life of any guarantee required under the contract, and shall also well and truly keep and perform. all the undertakings, covenants, agreements, terms and conditions of any and all duly authorized modifications, alterations, changes or additions to said contract that may be hereafter made,notice to the surety of such modifications, alterations, changes or additions being hereby waived, then this obligation shall become null and void; otherwise it shall remain in frill force and virtue. WB WHEREOF we hereunto set our hands and seal this �d day of en 2011. Seal Robert B. O o pany, I By: IN/cs topA e-r &J- 0or 10re-v ct&A Fidelity and Deposit Company of Maryland By:OA,4u.. YYI Anne M. Higginbottom, orney-in-Fact Bond No. 9051818 PAYMENT BOND KNOWN ALL MEN AND WOMEN BY 'THESE PRESENT, THAT Robert B, Our Company, Inc.Robert B. Our Company,Inc., as principal,and Fidelity and Deposit Company of Maryland as surety, are held and firmly bound unto the Town of Barnstable, Massachusetts in the sum of; One Million Six Hundred Ninety Six Thousand Nine Hundred Seventy rive Dollars and Thirty Five Cents ($ 1,696,975.35). lawfill money of the United State of America, to be paid to the Town of Barnstable, Massachusetts, for which payments, well and truly to be made,we bind ourselves, our respective heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the said In p has made a.contract with the Town of Barnstable, Massachusetts, bearing the date of 2011 for the construction project; Maher and Straightway Storage Tanks and Pumping Station Project, Construction Contract No. 16-000-11-3, Pumping Stations Now the condition of this obligation is such that if the principal shall pay for all labor performed or firrnished and for all materials used or employed in said contract and in any and all duly authorized modifications, alterations, extensions of time, changes or additions to said contract that may hereafter be made, notice to the surety of such modifications, alterations, extensions of time, changes or additions being hereby waived, the foregoing to include any other purpose or items set out in, and subject to, the provisions of Massachusetts General Laws, Chapter 30, Section 39A, and Chapter 149, Section 29, as amended, then this obligation shall become null and void; otherwise it shall remain in full force and virtue. IN WI ES THEREOF, we hereunto set our hands and seals this day of 2011 (Seal) / Robert B Our om an , Inc l- B* Fidelity And Deposit Company of Maryland By; OJW i-h Anne M. Higginbottom,Atto -in-Fact Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND.. KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,a corporation of the State of Maryland,by DAVID S.HEWETT,Vice President,and GREGORY E.MURRAY,Assistant Secretary,in pursuance of authority granted by Article VI,Section 2,of the By-Laws of said y,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the d I ereby nominate, constitute and appoint William L.LABBE,Anne M.HIGGINBOTTO ( i A CE,Barry J.. HORGAN,John J..FEITELBERG and Alyssa Richelle tts, EACH its:true and lawful agent and Attorney-in-Fact,to make,exe p er as surety,and as its act and deed: any and all bonds and undertak' do f� b dertakings in pursuance of these presents;shall be as binding u ,as y, a intents and purposes,as if they had been duly executed and ackno th r 1 the Company at its office in Baltimore,Md.,in their own ons.proper pers ThiOo a k issued on behalf of William L.LABBE,Anne M.HIGGINBOTTOM, Catherine H.LA GAN,John J.FEITELBERG,dated May 26,2005. The said Assistant does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2,of the By-Laws of said Company,and is now in force. IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 16th day of March, A.D.2010. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND 'gyp OEPOs�f W e By: Gregory E. Murray Assistant Secretary David S. Hewett Vice President State of Maryland 1 ss: City of Baltimore f On this 16th day of March, A.D. 2010, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came DAVID S.HEWETT,Vice President, and GREGORY E. MURRAY,Assistant Secretary .of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same,.and being by me duly sworn,severally and each for himself deposeth and saith,that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. 6. Constance A. Dunn Notary Public My Commission Expires: July 14,2015 POA-F 063-2611 EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee,. shall have power,by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,:..and to affix the seal of the Company thereto." CERTIFICATE I,the undersigned,Assistant Secretary of the FIDELITY AND DEPOSIT,COMPANY OF MARYLAND,do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in..Article VI, Section 2, of the By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May; 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seal of the said Company, this day of Assistant Secretary A � 2 f Client#: 123013 ROBERTBOUR ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE 9112/2011YYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME: Nancy MataneS d HUB International New England PHO AIC Ext: NE 508-235-2274 ac No; 866-379-3254 f®A No 2 Milliken Blvd E-MAIL 22 ADDRESS: naY• nc matanes hubinternational.com Fall River, MA 02722 PRODUCER CUSTOMER ID#: 508 235-2200 INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A:Acadia Insurance Company 31325 Robert B.Our Co.,Inc. INSURER B:Continental Western Insurance C 10804 24 Great Western Road INSURER C:Chartis Specialty 26883 P.O.BOX 1539 INSURER D:Firemen's Ins Co Washington DC 21784 Harwich, MA 02645 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DDL��SSUBR POLICY EFF POLICY EXP LIMITS IN R TYPE OF INSURANCE NSR NJVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A GENERAL LIABILITY CPA130142819 12/01/2010 12/01/2011 EACHOCCURRENCE $1,000,000 DAMAG TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence s300,000 CLAIMS-MADE ®OCCUR MED EXP(Any one person) $15,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 PRO- $ POLICY X X LOC D AUTOMOBILE LIABILITY MAA130144019 12/01/2010 12/01/2011 COMBINED SINGLE LIMIT $ (Ea accident) 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ X HIRED AUTOS (Per accident) X NON-OWNED AUTOS $ A UMBRELLA LIAB X OCCUR CUA130142919 12/01/2010 12/01/2011 EACH OCCURRENCE $10,000000 EXCESS LIAB CLAIMS-MADE AGGREGATE $10,000,000 DEDUCTIBLE RETENTION $ $ B WORKERS COMPENSATION WCA031676711 1/01/2011 01/01/201 X WCSTATU- OTH- AND EMPLOYERS'LIABILITY Y I N E.L.EACH ACCIDENT s500,OOO ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N NIA E.L.DISEASE-EA EMPLOYEE $500,000 (Mandatory in NH) If yes,describe under E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS below C Pollution Li CP08087906 12/01/2010 12/01/2011 2,000,00OAg/1,000,0000c A Leased/Rented Equ CPA130142819 12/01/2010 12/01/20111 50OKPer Item/$1M a g DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Project: Maher&Straightway Pumbing Station Project Cosntrctuin Contract 16-000-11-3 Town of Barnstable is named as additional insureds on all policies except workers compensation, as required by written contract. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Department of Public Works ACCORDANCE WITH THE POLICY PROVISIONS. 382 Falmouth Rd Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION.All rights reserved. ACORD 25(2009/09) 1 of 1 The ACORD name and logo are registered marks of ACORD #S588192/M484441 N M001 I - Executed Contract Manua Volume 1 of 2 Maher and Straightway Storage Tanks and PumpingStations Project Construction Contract No. 16-000-11-3 Pumping Stations Barnstable, Massachusetts July 2011 Tighe&Bond 4 Barlows Landing Road, Unit 15 Pocasset, MA 02559 i T. he Commonwealth of Massachusetts William Francis Galvin -... Page 1 of 3 q The Commonwealth of Massachusetts William Francis Galvin Secretary of the Commonwealth, Corporations t Division One Ashburton Place, 17th floor Boston, MA 02108-1512 Telephone: (617) 727-9640 ROBERT B. OUR CO, INC. Summary Screen Help with this form Request a'Cer ficate�� The exact name of the Domestic Profit Corporation: ROBERT B. OUR CO. INC. Entity Type: Domestic Profit Corporation Identification Number: 042319318 Date of Organization in Massachusetts: 01/10/1963 Current Fiscal Month / Day: 12 / 31 Previous Fiscal Month / Day: 00 / 00 The location of its principal office: No. and Street: 24 GREAT WESTERN RD. City or Town: HARWICH State: MA Zip: 02645 Country: USA If the business entity is organized wholly to do business outside Massachusetts, the location of that office: No. and Street: City or Town: State: Zip: Country: Name and address of the Registered Agent: Name: JOAN A. OUR No. and Street: 24 GREAT WESTERN ROAD P. O. BOX 1539 City or Town: HARWICH State: MA Zip: 02645 Country: USA The officers and all of the directors of the corporation: Title Individual Name Address (no PO Box) Expiration First, Middle, Last, Address, City or Town, State, Zip of Term Suffix Code e PRESIDENT CHRISTOPHER W. 56 OBED BROOKS ROAD http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummar... 11/21/2011 The Commonwealth of Massachusetts William Francis Galvin -... Page 2 of 3 w OUR HARWICH, MA 02645 USA TREASURER JOAN A. OUR 27 CHEROKEE RD., HARWICH, MA USA SECRETARY JOAN A. OUR 27 CHEROKEE RD., HARWICH, MA USA VICE PRESIDENT JOHN D. OUR 286 LANDING LANE BREWSTER, MA 02645 USA DIRECTOR CHRISTOPHER W. 56 OBED BROOKS ROAD OUR HARWICH, MA 02645 USA DIRECTOR JOHN D. OUR 286 LANDING LANE BREWSTER, MA 02645 USA business entity stock is publicly traded: — The total number of shares and par value, if any, of each class of stock which the business entity is authorized to issue: Par Value Per Total Authorized by Articles Total Issued Class of Stock Share of Organization or and Outstanding Enter 0 if no Par Amendments Num of Shares Num of Shares Total Par Value CNP $0.00000 26,418 $0.00 26,418 Consent Manufacturer — Confidential — Does Not Require — — Data Annual Report X Resident For Profit Merger Allowed Partnership Agent — — Note: There is additional information located in the cardfile that is not available http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummar 11/21/2011 The Commonwealth of Massachusetts William Francis Galvin -... Page 3 of 3 on the system. Select a type of filing from below to view this business entity filings: ALL FILINGS Administrative Dissolution Annual Report N Application For Revival Articles of Amendment _... ....... . `View'.Filings k � ; we .Search _'" Comments ©2001 - 2011 Commonwealth of Massachusetts All Rights Reserved Help f http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummar... 11/21/2011 f Message Page 1 of 1 Roma, Paul From: Shea, Sally Sent: Wednesday, November 30, 2011 8:52 AM To: Roma, Paul Subject: FW: Pump Stations-WPC -----Original Message----- From: Lt. Don Chase [mailto:dchase@hyannisfire.org] Sent: Wednesday, November 30, 2011 8:38 AM To: Shea, Sally Subject: Pump Stations -WPC All set with plans for the two aux. pumping stations on 1) Straightway and 2) Old Yarmouth Rd. Thanks Don Lt. Don Chase, Jr., FPO Fire Prevention Officer Hyannis Fire Department 95 High School Rd. Ext. Hyannis, MA 02601 508-775-1300 x106 , 12/15/2011 . Commonwealth of Massachusetts , Board of Building Regulations and Standards Manufactured Buildings Program THIRD PARTY INSPECTIONAGENCY APPROVAL BULK LABELS This Section to be completed. by Third Party Inspection Agency-Pease print.or type-UNITS'1VIAY NOT BE SHIPPED UNTIL THIS APPROVAL IS COMPLETED and COMPONENTS ARE LABELED SECTION 1 MANUFACTURER INFORMATION (S\.Mfg\mfgthirdpartycert bulklabels2o05-July,2009) Manufacturer Name Oldcastle Precast Inc. MC# 213 Address 151 Old Farms.Road,Avon,CT 06001 Telephone 860 673-3291 P _ _ ( ) Fax (860)6754294 E Mail Address Tim.carlinaeoldcastleprecast.com SECTION 2-BUILDING INFORMATION: BBRS\DPS I.D.# 370-12 Street Name&Number Straightway/Maher Water Booster Pump Station,470 1d Yarthmauth Rd. City Hyannis State Mass: Zip Use Group tJ Construction Type 28 I In signing this form below,I hereby declare that the Lunits identified on flus.form have beenL inspected and are constructed in accordance with the following codes,as applicable. Massachusetts State Building Code,(780 Massachusetts State Electrical CIVIR) Code(527 CMR.12) X. Massachusetts State Plumbing and Fuel Massachusetts Architectural Access Gas:Code 248 CMR ( ) Board Regulations (521 CMR) Mfg,Plant Inspector's Name (Print Name) Third Party Inspector(Print Name} Joe Sacchera Arthur N.Uendola,'PE TPIA#:010 Mfg Plant Inspector's Signature Thi haq Inspector's Signature Date- SECTION 3-BUILDE"EALERJCERTIFIED INSTALLER INFORMATION ' - Builder/Dealer: ;X) Address: ' Licensed.Construction Supervisor: License Numb ' tr= ; Certfied.Installer: _ Exp.Dater 104 SECTION 4-LABEL INF-ORMATIONfIndicateL number of boxes.and number of labels_regicired} c �-4 Number of.Units Label'Numbers Issue d:MH-121600&MHA21601 Manufacturer's-Serial Number 46240-1 Manufacturer's Model Designation: PB11x26x9,PB20x25x7 The:original form shall be mailed to the BBRS/Department of.Public Safety. 13M Bay Street,Building B,Taunton,MA 02780 linda.shea@state.ma.us TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2 Parcel Loo t caja 9.716 Application # l IZ Health Division ; Date Issued Conservation Division Application Fee Planning Dept. Permit Fee a Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 0« YCLr MQ xk Ic( ka, cxvLrL Village 1 ((c�� Owner IOW G" (3�a. le., Address 367 ea/,r,_____ fre-C 14 11 � Telephone z— 7 20-6 3 20 Permit Request A A toc L Was a�-� R o®`� r7��e►v� a,� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio 2 d1 U 0-00 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: 13 ex ne sting O w maize_ 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# .�.1 Current Use Proposed Use W -'f Y APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name A Telephone Number Sag -3 zi� e? (I Address 6ts rc V Lavve- License # , t t &/&84 6cil ( /Y4 Home Improvement Contractor# Email F(cirv� �.`� ® -hs4x,. Acuas� g�cer's Cot`npensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 6 12-V Z10 C f FOR OFFICIAL USE ONLY t APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: r �} FOUNDATION x FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 4 FINAL BUILDING DATE CLOSED OUT t ASSOCIATION PLAN NO. ��tHE t Town of Barnstable Q► Administrative Services MAI MA + BARNSTABLE, Procurement&Risk Management BARNSTAB�,E v MASS. �, 230 South Street,Hyannis,MA 02601 uxxsua�•crxramue.cor •xr�ras �p ci6g9J' 10 WWW.toWn.barnstable.ma.uS xusra6xws.osremue.n�ivasus �i1 39 A 1639•2014 David W.Anthony Tel 508-8624652 Director of Property and Risk Management Fax 508-862-4799 David.anthony@t(nvn.bai-nstable.ma.us FebruarY � 1 2016 Town of Barnstable Building Department 200 Main Street Hyannis Ma,02601 Ref: Town of Barnstable Workman's Compensation Coverage The Town of Barnstable commencing on July 2011,chose to enter into a certified Self Insured Workman's Compensation program. Instead of purchasing a policy with an insurance company as is the traditional method,the Town self funds a trust fund and pays for the lost wages,salaries and settlements out of this trust fund,For the 2015—2016 fiscal year,the Town remains self-insured. To manage the claims review and provide technical control of the program we contract with a certified third party administrator—TD North Insurance/USI. The coverage of our employees for injuries suffered while at work is through this program and if you have any further questions,please contact me directly, Sincerely, Ge^u%t%U w David W. Anthony Director of Property and Risk agement Town of Barnstable • f &BARN6 j Town of Barnstable Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 5.08-790-6230 Property Owner Must Complete and Sign This Section. If Using A Builder I ,as Owner of the subject property hereby autho e Yl—Tac.�:�. —z,e to act on my behA in all matters relative to work authorized by this building permit application for: P (Address of Job) 01 Signati, a oXQet ate Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. QAWpFILESTORMS\building permit fonnsTRESS.doc Revised 040215 �lassxhusetts De Patient of-Pubhb S,afe�y 4 float of Building Regulations,and Standards, " . " �0J14YTLEim7l SvI}eTi�CnT� - License CS-052139 R S �i YeQa ✓''`"' Expiration-' � Cormr�ssioner 06/'1812p'f�', .• aRJ mpq CU Ca 2 co ac73 0 y `m .. .. N d t - - - ca FL ALIca o-�o .. - � �� :•.'. 518"ANCHOR BOLTS #5 REINFORCING BARS BREAK OUT CORES BETWEEN AND WITHIN BLOCKS TO INSTALL REINFORCING GROUT CORES SOLID a INTERIOR FINISH PANEL(ALTERNATE 1) o P.T.2X4 STUD ON FLAT(ALTERNATE 1) o o . EXISTING CONCRETE BLOCK WALL } yvi Addenda 1 Block Detail 0- REINFORCING DETAIL AT EXSTING BLOCK WALL V_V_D, t . Ap'l TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Picati0on Map_ ParcelApp 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 0 ©k 4 4 Village d c Owner �ntA)yJ Q2eIs .L��. Address d Telephone b 0 - G314 ff Permit Request Qe 0_0W 5+a,1,A GL6n EP C.") W& B tn,PcPc LU JL� CIA z Square feet: 1 st floor: existing 1,4V proposed Sane. 2nd floor: existing proposed _Total new t Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type woad R.QA, Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family -,❑ Two Family ❑ Multi-Famil ,, (# units) Age of Existing Structure Historic House: ❑Yes 0 No On Old King's Highway: ❑Yes UdNo Basement Type: ❑ Full ❑ Crawl ❑Walkout 1�Other Basement Finished Area (sq.ft.) dA _ Basement Unfinished Area (sq.ft) 04 Number of Baths: Full: existing __ new,,\\, _ Half: existing new_ G� Number of Bedrooms: 6 existingv new Total Room Count (not including baths): existing new 6 _First Floor Room Count I Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other_ vU,a Central Air: ❑Yes L No Fireplaces: Existing New Existing wood/coal stove: ❑Yes WNo Detached garage: ❑ existing . ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: r Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Ye_s ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name le evoge Telephone Number Address License # �0 9%a d 0 2 Kg 32, Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING TROM THIS PROJECT WILL BETAKEN TO �2JC1CI 2GC A1k[AA(_k\ lklk, k)Q'A Cla, r SIGNATURE DATE FOR OFFICIAL USE ONLY r ' APPLICATION# ` DATE ISSUED MAP/PARCEL NO. F ADDRESS VILLAGE OWNER ` k DATE OF INSPECTION: ".FOUNDATION y FRAME INSULATION- FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ` ROUGH .J' ..• ' FINAL -FINAL BUILDING'' DATE CLOSED OUT _s ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 62111 * .mass.gov/dia Workers' Compensation Insurance Affidavit: Burilders/Contractors/Blectridans/Plumbers Applicant Information Please Print Legibly Name (Business/Organizahon/Indmdual): O IMF eyue Address: co City/State/Zip: Phone#: 0�° 3 a �f,�l'� Are you an employer? Check the appropriate box: FE]DemDlition ect(required): . 1. I am a employer with 4• ❑ I Mn a general contractor and I employees(fall andlorpurt-time).* have hired the sub-contractorsElconstruction 2' I am a sole proprietor or partner- listed on the attached sheet. delmg "ship and have no employees These sub-contractors have itionworking for me in any capacity, employees and have workers'[No workers' comp.insurance comp.insurance.$ g additionrequired.] 5. ❑ We are a corporation and its cal repairs or additions 3.❑-I am a homeowner doing all work officers have exercised their 1. plumbing repairs or additions myself [No workers' camp. right of exemption per MGL 12.[]Roof repairs insurance required,]t C. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1=.at.also fill out the section below showing their workers'compensation policy information. t Romaowaers who submit this affidavit mdicatmg they am doing all work and then hire outside contractors must submit a new affidavit indicating such, #Contractors that check this box must attached an additional sheet showing the mime of the sab-contractors and state whether or not those entities have employees. If the sub-contomtors have employees,they must provide their workers'camp,policy number. lam an employer that is providing workers'compensation insurance for my employees Below is the poficy and job site information. { II' Insurance Company Name:_ Policy#or Self ins.Lc.# U C ��/Q Expiration Date: •�„ Job Site Address: �{7 C L� 11 ,z MOO Q City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisomnen� as well as civil penalties in the form of a STOP WORK ORDER and a fne of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. i I do hereby c n the pains and penalties of perjury that the information provided above is true and correct Si Date: � Phone 8 • 4 3 V LO FZther only. Do not write in this area to be completed by city or town official n. PermitUcense# hority(circle one): ' Health 2.Building Department 3; City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector son: Phone#: Page 1 of 1 Cedarwood Builders From: "Nickerson,Rebecca"<Rebecca.Nickerson@town.bamstable.ma.us> Date: Friday,June 01,2012 10:42 AM To: <cedarwoodbuilders@comcast.net> Attach: Water Dept Shed Roof NTP 001 jpg Subject: Water Dept Shed Roof NTP Hi Tom! Here is your notice to proceed. I contacted Tom Perry (Bldg Inspection Supervisor) a couple of times and haven't heard anything back so you'll have to go in for the permit and see what they say, if anything. I tried. Also I will need your insurance and osha info. You can mail or e- mail or fax, whichever works for you. !'ll just need a start date from you once you get the permit. They can take up to 30 days to get the permit so the sooner the better. Thank you! Rebecca Nickerson Building Designer Town of Barnstable 800 Pitchers Way Hyannis, MA 02601 P: 508-790-6316 F: 508-790-6344 ' 7 d _ fro • r .. 6/11/2012 narnstable Regulatory . �, . Semees 63¢ �`�$ Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Usir�A Builder . TT C 1r I r L�k is ripitkAi/ —, as Owner of the subject property hereby.authorize, to act on my behalf in all matters relative to work authorized by this building permit (Address of Job) Pool fences and alarms are the responsibility p ty of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilizkIgnaftu"reof d il all ins coons are performed and accepted. `d L. Signature of Applicant Print Name Print Name z � .� yyaos a�Ab�sfe Date. 02s 9'0 0��p QTOR W O WNERPERMISSIONPOOLs Town of Barnstable Regulatory Services AaRNRI"�i'� Thomas F.Geiler,DirectorKAM 9�A 1 :amp Building Division rEv 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 permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes;bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Bamstable 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 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:" `R - `?. 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.itwould with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. i To ensure that the homeowner is fully aware of his/her responsibilities,many communities rgquire,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:forms:homeexempt ' ! Massac I etts -Departure Board of Building Re nt of Public gulations Safety Cunstructiun S uperi i+ur and Stangards License: CS-040822 _v... j 2g5O TAS c W`NCBi BOURNE _ � TAD a. commis Finn er Expiration 10/25/2013 r WINDLOAD CALCULATOR 47 Old Yarmouth Road, Hyannis. Ma MAKE ENTRIES IN YELLOW BLANKS ONLY Based on ASCE 7 PROJECT: Well Head Shed Roof DATE 6/19/2012 BUILDING SEGMENTS ASCE equiv mph obtain from local BASIC WINDSPEED 120 mph wind maps 140 mph 3 sec gusts DEGREE OF ROOF SLOPE 45 degrees (from table below) ROOF PITCH enter rise 12 in 12 degrees roof pitch ROOF span 13.5 ft 4.763639 1/12 ROOF WIDTH usually matches wall length ft 23 ft include overhangs 9.4623218 2/12 ROOF SF WEIGHT Ibs 25 Ibs 14.036243 3/12 ROOF OVERHANG 0.5 ft in span direction 18.417758 4/12 TOTAL ROOF HEIGHT above wall 7.50 ft to peak or high point 22.619865 5/12 TOTAL BUILDING HEIGHT to roof peak 15.00 ft 26.565051 6/12 WALL LENGTH long wall 22 ft 30.256436 7/12 WALL HEIGHT 8 ft 33.687423 8/12 FASCIA LEADING EDGE 8 in high753333333; 36.869898 9/12 WALL SF WEIGHT 25 Ibs 39.805569 10112 WALL WEIGHT per long wall 4400 Ibs :!a if:flat 5 if.peak.:: 42.51044 11/12 SLOPE LENGTH to highpoint 14.00 ft 0:5 45 12/12 TOTAL ROOF AREA 644 sf 1 WINDWARD ROOF AREA 276 sf 45 56 11777771 TOTAL ROOF WEIGHT 16,100 Ibs eIn er 1 for hlp goof WALL WINDLOAD AREA per long wall 176 sf degree to radians conversion FOOTING DEPTH ft 0.8 ft 45 degrees WIDTH ft 1.8 ft 0.78539 radians if footing segments LENGTH ft 22 ft 1 total WT per cf 200 Ibs 4934586 Coeff lift=2•pi•angle of attack in radians 22 ft long ea totalCF conc 32 cf 6,336 Ibs ea TOTAL FOOTING WT 6,336 Ibs = 1.56 cy concrete WALL,FOOTING AND ROOF WT LESS UPLIFT 26,836 Ibs RESULT MUST BE POSITIVE TO PREVENT LIFTING TOTAL long WALL,FOOTING AND ROOF WT. 26,836 Ibs WINDWARD WALL TOTAL 6,488IbS by:velocity squared times.00256). WINDWARD WALL PRESSURE PSF 37 psf LEEWARD WALL SUCTION PSF 14,882 psf SIDE WALL SUCTION PSF 14,882 psf TOTAL ROOF UPLIFT leeward LIFT=.5'.00238`VELsquared•SFarea•CL TOTAL ROOF PRESSURE windward 23,375 Ibs WINDWARD ROOF PRESSURE 85 PSF LEEWARD ROOF UPLIFT PSF��PSF Uplift Connector Calculation: 37 PSF Uplift x 1.33 Rafter Spacing x 10 Ft Rafter Leingth=493#Uplift At Plate Simpson H2.5A Supports 535 Lbs Of Uplift Load And Therefore Meets Connector Requirements R. Town of Barnstable Barnstable HE T Department of Public Works t p,� Administration &Technical Support Division AN-AmedcaCfiy 800 Pitcher's Way,Hyannis,MA 02601 * BARNSTABLE, * www.town.barnstable.ma.us 9 MASS. . i639• iOtFp�•�A 2007 John W.Juros,AIA Rebecca Nickerson 508.790.6316 Owner's Project Manager Mark Marinaccio 508.790.6323 Voice 508.790.6324 NancyLee Cormier 508.790.6320 Fax 508.790.6344 TRANSMITTAL Date: June 19, 2012 To: Tom Perry, Building Commissioner TOB 200 Main Street Hyannis, MA 02601 508-862-4030 From: John Juros, AIA Town of Barnstable, DPW Administration &Technical Support Division 800 Pitcher's Way Hyannis, MA 02601 508-790-6324 Re: Hyannis Water Dept Well Shed Roof Wind Load Uplift Hello Tom, Enclosed are the drawing with the correct Simpson Ties and the Wind Load Calculation sheet that you requested. If you need anything further please let me know. Thank you. R WIN'DLOAD CALCULATOR 47 Old Yarmouth Road, Hyannis. Ma MAKE ENTRIES IN YELLOW BLANKS ONLY Based on ASCE 7 PROJECT: Well Head Shed Roof DATE 6/19/2012 BUILDING SEGMENTS ASCE equiv mph obtain from local BASIC WINDSPEED 120 mph wind maps 140 mph 3 sec gusts DEGREE OF ROOF SLOPE 45 degrees (from table below) ROOF PITCH enter rise 12 in 12 degrees roof pitch ROOF span 13.5 ft 4.763639 1/12 ROOF WIDTH usually matches wall length ft 23 ft include overhangs 9.4623218 2112 ROOF SF WEIGHT Ibs 25 Ibs 14.036243 3/12 ROOF OVERHANG .0.5 .ft in span direction 18.417758 4/12 TOTAL ROOF HEIGHT above wall 7.50 ft to peak or high point 22.619865 5112 TOTAL BUILDING HEIGHT to roof peak 15.00 ft 26.565051 6/12 WALL LENGTH long wall 22 ft 30.256436 7/12 WALL HEIGHT 8 ft 33.687423 8/12 FASCIA LEADING EDGE 8 in high ]5333333 36.869898 9/12 WALL SF WEIGHT 25 Ibs 39.805569 10/12 WALL WEIGHT per long wall 4400 Ibs 1&ftat'.5 if peak:: 42.51044 1 v12 SLOPE LENGTH to highpoint 14.00 ft 0.5 45 12/12 TOTAL ROOF AREA 644 sf 1 WINDWARD ROOF AREA 276 sf 45 56 1 TOTAL ROOF WEIGHT 16,100 Ibs enter 1 for htp roof WALL WINDLOAD AREA per long wall 176 sf degree to radians conversion FOOTING DEPTH ft .0.8 ft 45 degrees WIDTH ft 1.8 ft 0.78539 radians if footing segments LENGTH ft. 22 ft 1 total WT per cf 200 Ibs 4'934586 Coeff Lift=2'pi'angle of attack in radians 22 ft long ea totalCF conc 32 cf 6,336 Ibs ea TOTAL FOOTING WT 6,336 Ibs = 1.56 cy concrete WALL,FOOTING AND ROOF WT LESS UPLIFT 26,836 Ibs RESULT MUST BE POSITIVE TO PREVENT LIFTING TOTAL long WALL,FOOTING AND ROOF WT. 26,836 Ibs WINDWARD WALL TOTAL 6,488 Ibs by:velocity squared times.00256). WINDWARD WALL PRESSURE PSF 37 psf LEEWARD WALL SUCTION PSF 14,882 psf SIDE WALL SUCTION PSF 14,882 psf TOTAL ROOF UPLIFT leeward —� LIFT=.5•.00238•VELsquared•SFarea'CL TOTAL ROOF PRESSURE windward 23,375 Ibs WINDWARD ROOF PRESSURE 85 PSF LEEWARD ROOF UPLIFT PSF PSF Uplift Connector Calculation: 37 PSF Uplift x 1.33 Rafter Spacing x 10 Ft Rafter Leingth=493#Uplift At Plate Simpson H2.5A Supports 535 Lbs Of Uplift Load And Therefore Meets Connector Requirements TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 328 Parcel 1"'Y Z OO J Application # 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 Village vlNr Owner (A u9 v, _� f`t�l S Address 5d41�Q Telephone 7 Permit Request �— i<�o C� 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 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 ma 14c,Qrs, Telephone Number Address aI I ucoc-ip s License # 6�6ei P70 W 1�cAfewta Ind !� � Home Improvement Contractor# )_(e) Worker's Compensation # ro S U ALL CONSTRUCTION DEBRIS R U TING FROM THIS PROJECT WILL BE TAKEN TO �lArmmwfl�, SIGNATURE DATE A � � � 1 i FOR OFFICIAL USE ONLY APPLICATION# t DATE ISSUED { MAP/PARCELNO. t i ' ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ' FRAME z INSULATION S FIREPLACE Y ELECTRICAL: ROUGH FINAL* ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL t FINAL BUILDING r • t DATE CLOSED'OUT ASSOCIATION PLAN NO. r � , ,S 77ie Commonwealth of Massachusetts ` Department of Industrial Accidents Office jice of Investigations 600 Washington Street Bostot; MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl Name (Business/Organizataon/Indmduo): J Address: 7'7 ��W IDS S City/State/Zip: tO ` 4¢ Q w-o Phone#: Are you an employer?Check the appropriate box: 1 ..�am a employer with � 4• ❑ I am a general contractor and I Type of project(required): employees(full and/or part-time).* have hired the sub-contractors 6, ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' [No workers' comp,insurance comp.insurance,$ 9. ❑Building addition required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doingall work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers' comp, right of exemption per MGL 120koof repairs insurance required]t C. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information• t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'camp.policy number. [am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#:_G S Oy —f V/b NO Expiration Dater Job Site Address: City/State/Zip: K6 (S /� Attach a copy of the workers' compensation policy declaration page(showing the policy num er and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce an th and penalties of perjury that the information provided above is true and correct Si a Date: l 1 t Phone#: Official use only. Do not write in this area, to be completed by city or town official City or Town: PermitUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: ;r 4/25/2011 10:04 Brvden and Sullivan Donna Seyiour-►Alike 1/1 PAC CHA WORKERS COMPENSATION _,AND EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE'WC 00 00 01 ( A) POLICY NUMBER: (6559U13-4570P80-8-1 I ) RENEWAL - _ OF (UB 020iN64 7-1t ) INSURER: CONTINENTAL CASUALTY COMPANY 1' NCCI CO CODE: 80384 INSURED: PRODUCER: - MONGEAU, MI CHAEL ; BRYDEN & 77 TRADERS::LANE S _...,._- . .: WicST -mA 02673 P .5,ATE1.1.34 HA RNEY IS _PLAZA. SOUTH DENNIS MA 02660 Insured is AN INDIVIDUAL Other work places and Identification numbers are shown In the schedule(s) attached. 2. The policy pe,iod Is from 03-04-1 1 to 03•-04-12 12:01 A.M. at the Insured's mailing address. 3, A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers compensation Law of the state(s)listed here; 'NA B, MP'LOYERS LIABILITY(INSURANCE: part Two of the policy applies to work In each state listed In Item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident: S 100000 Each Accident Bodily.Injury by Dlseasw g 500000 Polley Limit Bodily Injury by Disease; 0 1 0000u Each EmWoyee C PT, iiER STATES INSQ.RANCE: Part Three of the policy applies to the states, if any,listed here: COVERAGE REPLACED,'8Y ENDORSEMENT WC 20 09 0.6A i D. This policy includes these endorsements and schedules: SEE LISTING OF ENDORSEMENTS - .EXTENSION OF INFO PAGE 4.. The premium for this policy will be determined by our Manuals of Rules,Classificatlons, Rates and.Rating Plans. All required Information is sub)ect 10 verification and change by audlt to be made ANNUALLY. DATE OF ISSUE: 03•-17-1 1 SS OFFICE: CNA 04, ST ASSIGN: MA . PRODUCER: BRYDEN & SULLIVAN INS 75BKG . � 61,.� C�anvnomcuecz�i �✓G�aoa,�/,,.�v�tla �� f Office of Consumer Affairs&Business Regulation I HOME IMPROVEMENT CONTRACTOR { Registration126178 j r Expiratrnn. =_4�2�730j2 Tr# 293990 I Type �< kdividvv !';= k ;ll MICHAEL MONGE'AIq-- 1 s MICHAEL MONGEAW 24 }` 77 TRADERS LN F ��- --�8�-- W.YARMOUTH, MA OM Undersecretary — Massachusetts- Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License License: CS 6670 v MICHAEL E MONGEAU 77 TRADERS LANE ` W YARMOUTH, MA.02673 s. 4. Expiration: 7/7/2013 ('ununissi1°rr Tr#: 17427 W.. ,BIKE Town of Barnstable Regulatory Services t nAes Thomas F. Geiler,Director ►�r.+6. 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 as Owner of the subject property hereby authorize l" to act on my behalf, in all matters relative to work authorized by this building permit (Address 3f 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 inspections are perfo and ac fed. ��c�� AS Ate �be�h oV1�9wa 1 afore of Owner I�Av ��j,(� . Signature of Applicant Ha K& KU) 5er . 6 U Print Name Print Name l � Date Q:FORMS:OWNERPERMISSIONPOOLS r ��Txar � Tom of Barnstable yam. Reg-a atb'ry Services R F B.(ANGTI R_fS : Thomas F. GaU&r,Director . MAIM A #6 • BuRding Dfvzsion Tom PetTy, Building Commissioner 20D?�fairi• for t, xy 4.02501 rWw.toWmbarnstable-ma..us _ )ff= 508-862-403 8 Fax: 508-790-623 0 Hon�o�R r.ICE>ts�Exz;l�l-rQx • � _ Pleats)'tint: DATE I / JOB LOCATION: n=b='HOmm"A TZF-R^: 1V11 name { mac phone# 7 D 1 AIr �varkphonc CUFIU T WAILING ADDRESS: �3 4A ®_2, sra� zip rode Tkte current exemption for"homeowners"tgas extended to inclndz owner-oecuniod dwelLm s of six u�ts or Iess and to allow home en owners to gage an individual for hire who does not possess a license,provided that the owner acts as supervisor. _ DEFIA'I2IOx OF HOMEOWNER Pr-rson(s)who owns a parcel of land.on which he/she resides or intents to reside, an which thL=is, or is intended to- bc, a one or two-f roily dwclling, atiachr-d or dctachcd stcnctmr's accessory to such use and/or farm struetttrrs. A person whn constr4cts more than nne home in a two-year period shall not bt consi.derad a homeowner, Such "homeowner"shall suh=t to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for an such work Performed under the buDdine permit. (Section 109.1.1) The undcrsigncd`hotnaowncr"assumes responsibility for coupliance with the S`tatc Building Coda and other applirabla codas, bylaws,roles and mguhdiom. The undersigned`hon= certifies that.be/she understands the Town of Barnstable Building Departrnr_nt mimimum inspection and rt:�rnts and that he/she will comply with said procedures and C cnts. As f Gl/tk1 f. d�J- 1Vvn a� V�TJ�SJ4�V On— .pproval of Building Ofirial Note: Three-EunDY dwellings containing 35,ODD cubic feet or larger will be required to comply with the tata Building Coda Section 127.0 Construction Control. $oaMawnER's n�rox .The Code states that_ "Any homeownc*r perfnrrrmmg woe);far which a bmildmg pcnvit is mquard shall be cxcurpt&vrn ffie prorisions thin section(Station 1D9.1.1 -U=Lsing Of'eanstrnrtim Supervisors),provided that if the home -vmcr engages a percom(s):br hiR to do such �that such Homeowner 434 act as supervisor.^• • =y hm-n=wners who use this==pti=are unaware Yhat they arc assurrm�g the trsporLsbilitim of a supervicar(see Appendix Q, )rs&Rtgu}anons for Iiecasing Caasturtion Supayisars,Seatioa 2.15) This lark of awarrness oftca results is serious pmbi ma,particularly =ri the hanrtowna hires unliacastd persons In.this=c9 ore Board cameo[prorccd against slit unlieassed person as it wrould with!i liernscd revisor. Tho homtowotr acting as Srrpmvisor is nhirmtrly trsponstble To eruurc that the homtowncr is fuIfy zvrrffe of hssrhQresponM litia marry rormmnitim rcquirr,as part of the prrnut sppEmSm, the homeowner ec*that hrlshe understands fire respo=brlities of a Supervisor. Dn the last page of this issue is a form sun- oy used by aal taWAL You may tart t amend and adopt such a form/rertifieation for use in your aonanunity. rTrrr:homro;tmpt I r Owner Information-Map/Block/Lot: 328/ 142/001 -Use Code: 9310 Owner Owner Name BARNSTABLE,TOWN OF (BRNWATER) Co-Owner Name Property Address Owner Mailing Address 47 OLD YARMOUTH ROAD 367 MAIN ST Map/Block/LotHYANNIS, MA. 02601 328/ 142/001 . Assessed Values 2011 -Map/Block/Lot: 328/ 142/001 -Use Code: 9310 2011 Appraised Value 2011 Assessed Value Past Comparisons Building $ 527,400 $ 527,400 Year Total Assessed V Value: Extra $ 0 $ 0 2010 - $ 1,205,500 Features: Outbuildings: $ 30,500 $ 30,500 2009 - $ 1,820,900 Land Value: $ 661,200 $ 661,200 2008 - $ 1,682,100 2007 - $ 1,682,100 2011 Totals $ 1,219,100 $ 1,219,100 2006 - $ 1,677,700 . Tax Information 2011 -Map/Block/Lot: 328/'142/001 -Use Code: 9310 Tax info not available for this parcel. . Sales History-Map/Block/Lot: 328/ 142/001 -Use Code: 9310 History: Owner: Sale Date Book/Page: Sale Price: BARNSTABLE,TOWN OF (BRNWATER) May 20 2005 12:OOAM 19847/223 $ 6,068,700 BARNSTABLE WATER CO Jan 1 1901 12:OOAM 314/ 148 $ 0 . Sketches-Map/Block/Lot: 328/ 142/001 -Use Code: 9310 This property contains multiple sketches. Please use the navigation below the sketch to browse sketches. - 1r _ . at., yyyy yg 4y Additional Sketches 1 1 2 1 3 1 Click Here for print version that displays all sketches at once As Built Cards:Click card#to view: Card#1 . Constructions Details- Map/Block/Lot: 328/ 142/001 -Use Code: 9310 Building Details Land Building value $ 527,400 Bedrooms 00 USE CODE 9310 Total Improvements Value $448,266 Bathrooms 0 Full Lot Size (Acres) 20.9 Model Commercial Total Rooms Appraised Value $ 661, Style Office Bldg Heat Fuel Gas Assessed Value $ 661 Grade Average Heat Type Hot Water Year Built 1973 AC Type Unit/AC Effective depreciation 19 Interior Floors Carpet Stories 1 Interior Walls Plywood Panel Living Area sq/ft 3,321 Exterior Walls Pre-finsh Metl Gross Area sq/ft 6,642 Roof Structure Gable/Hip Roof Cover Metal/Tin . Outbuildings &Extra Features-Map/Block/Lot: 328/ 142/001 -Use Code: 9310 Code Description Units/SQ ft Appraised Value Assessed Value FGR2 Garage-Avg 1400 $ 30,500 $ 30,500 . Sketch Legend Property Sketch Legend AOF Office, (Average) FTS Third Story Living Area SFB Base, Semi-Finished (Finished) BAS First Floor, Living Area FUS Second Story Living Area TQS Three Quarters Story (Finished) (Finished) BMT Basement Area GAR Garage UAT Attic Area (Unfinished) (Unfinished) GRN UHS CLP Loading Platform Greenhouse Half Story (Unfinished) CAN Canopy MZ1 Mezzanine,Unfinished m UST Utility Area (Unfinished) FAT Attic Area (Finished) MZ2 Mezzanine, Semi-finished UTQ Three Quarters Story (Unfinished) FBM Finished Basement MZ3 Mezzanine, finished UUA Unfinished Utility Attic FCP Carport PAT Patio Outbuilding Listed UUS Full Upper 2nd Story (Unfinished) FEP Enclosed Porch PTO Patio WOK Wood Deck FHS Half Story (Finished) REF Reference Only WKO Wood Deck Outbuilding Li FOP Open or Screened in SDA Store Display Area Porch r TOWN OF BARNSTABLE BUILDING PERMITAPPLICATION l Map Parcel 0/ Application I6# Health Division I i 't'-V Date Issued .-A I I Conservation Division T Application Fee �7 � Planning Dept. ,-T "k Id. a• It Permit Fee Date Definitive Plan Approved by Planning Board P Historic - OKH NiS, . _ Preservation/Hyannis N�- Project Street Address �ac (n au�-h ?Q 1 n A Village 260 MAW '510E :I , �✓A ws.A w Owner �A�`(��CU.b1�. Address ,�� Telephone �� ^ 5(P2' Permit Request C 6 Sk 0�7 �`o O 10 Square feet: 1 st floor: existing A proposed 52 2nd floor: existing proposed AIA Total new Zoning District i Flood Plain Groundwater Overlay Project Valuation T. 6W,-o nstructio n Type�6 ETA Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. PIA Dwelling Type: Single Family :.❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure AA Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other _LJA4 Basement Finished Area (sq.ft.)� Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Nf,4 Half: existing new Number of Bedrooms: N Aexisting —new Total Room Count (not including baths): existing new h1A First Floor Room Count IVIA Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing k A New Existing wood/coal stove: ❑Yes Cd No /1/1A Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Ar114- 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# =` C) Current Use Proposed Use APPLICANT INFORMATION -TM (BUILDER OR HOMEOWNER) Name AIA•T6uk) Lo L C,P_ 0V Telephone Number Z `/Co HYS Address TFA _ R n License# JA4XF_ E(60 MA -W500 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE. DATE b S �� i FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ti r MAP./PARCEL NO. ks - ADDRESS VILLAGE i F • . OWNER { DATE OF INSPECTION: B (—FOUNDATION FOUNDATION FRAME r INSULATION i } FIREPLACE . } ELECTRICAL: ROUGH FINAL s F PLUMBING: ROUGH — FINAL GAS' ROUGH : rj',k; + f FINAL f r' FLNAL_BUILDING' �•' - ` a. k.._..DATE CLOSED OUT t. ASSOCIATION PLAN NO. i 600 Wa4iagow S&eel Romma, M4 02111 WWX.Wd9&g#V1&'r Weir.tns,'Cmpmsafim Inswaner Affidmit NaMei (Business/Organization/Individual): N.atgun Corporation A(J(hesS: 11 Teal Rd City/SlAe/Z4: Wakefield, MA 01880 E'fione #: 7 81-2 4 6-113 3 AiF&yom azn emipfoyeu?°Cfkee tFre appxogzWe bom:i Iype.of a eett Oeqzdieift 1.W I am a employer with 4. I am a general contractor and 11 N employees(full and/or part-time):* have hired the sub-contractors 6. DI New construction 2. I am a sole proprietor or partner- listed on the attached sheet. j 7. E0Remodeling iship and have no employees These sub-contractors have g, gemolition 3 working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp:insurance comp.insurance.1 required.] 5. �j We are a corporation and its 10.0,Electrical repairs or additions 3. I®l 1;am a homeowner doing all work officers have exercised their } 11. lPlumbing repairs or addition myself. [No workers' comp. right of exemption per MGL 12.E]'Roof repairs ' insurance required.] t c. 152, §1(4);and we have no 6 f employees. [No workers' f 13.Ell Other , comp. insurance required.] E *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. l/aam an employer that is providing workers"compensaadigni ihsura Dance for my employee& Bidbw is the pulley a dijo&site hTformaataom Insurance Company Name: Old Re pub 1 i C Policy#or Self-ins. Lic.#: Al CW 0 0 3 9110 0 Expiration Date: May 1st, 2012 Job Site Address: 47 Old Yarmouth Rd City/State/Zip: Hyannis, MA 02601 Attach a,copy of the-workeyV'eompen§ataon,po➢ney ffecrairal oni page(showhig the.poUcy number and exp&atiion ftte)�.. Failure to secure coverage as required under Section 25A of NIGL• c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.0&and/or one-year imprisonment, as well as civil penalties in the form of a STOP'WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I&hereby eert6, under the pains aand'penaalties offper�mry that the anformaationprovided`above is,true and,"correct. Siggature• Date: Phone# Gil a�3 710��— Gffiiciufvseouly.. city aw town effiela city o:I T .: PeffmiVUeeme# 1ssmikg AantTro$aty(elreTe wre)., 1.Board of Healfth Z.lr$UnUdnagRepasteent 3. Chy//' wuRCreiffL 4.Ereeft ealInspreetoa 55.. Mh.gIm. t, aa �..Otlhea Contact Per P'Gnoaae#.: Information and Instructions Massachusetts General Laws chapter 152 requires.all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." w An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance;construction or repair work on such dwelling house or on the grounds or.building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6).also states that"every state"or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business'or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 1`52, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary, supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have -employees, a policy is required. Be advised that this affidavit maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial.Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials , Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked.by the city or town may be provided to the applicant,as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where.a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or.permit to burn leaves etc.)-said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for..your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street ; y Boston, MA 0211.1 r Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE - Fax# 617-727-7749 Revised 4-24-07 www.mass.gov/dia Barnstable .t p TOWN OF.BARNSTABLE bftd 04=ftac OARNSTABLE, OFFICE'OF TOWN ATTORNEY ;I I y MASS, 039- 367 MAIN STREET 'HYANNIS; MASSACHUSETTS 02601-3907 2007 RUTH J.WEIL,Town Attorney ruth.weil@town.barnstable.ma.us T.DAVID HOUGHTON,1st Assistant Town Attorney david.houghton@town.barnstable.ma.us CHARLES S.McLAUGHLIN;JR!,Assistant Town Attorney. charley.mclaughlinCtown.barnstable:ma.us CLAIRE R.GRIFFEN,Paralegal/Legal Assistant clalre.griffen@town.barnstable;ma.us PAMELA 0.GORDON,Legal Clerk TEL.508-862-4620•FAX.508-862-4724 CERTIFICATE AS TO TITLE TO PROJECT SITE 1, T.David.Houghton, Esq. ,Attorney At Law, representing the Town of Barnstable,Massachusetts,herein called the Applicant, as title counsel, do hereby certify: 1. That I have investigated and ascertained the location of, and am familiar with the legal description of the site or sites being provided by the Applicant for all elements (treatment plant,transmission mains, outfalls,pumping stations, distribution pipes, and appurtenances) of the drinking water protection project for which State Financial Assistance has been offered, identified as DWSRF-3574. 2. That I have examined the deed records of the county or counties in which this project is to be located. 3. That,in my opinion, the Applicant has a legal and valid fee simple title or other estate or interest in the following project sites, including the necessary easements and rights-of- way as are necessary to undisturbed use and possession for the purposes of construction and operation for the estimated life of the project. Hyannis Water Supply Simmons Pond well& Straightway well&treatment Division&Maher building, 0 Old Schoolhouse plant, 228 Straightway, Treatment Plant,47 Old Road,Hyannis(map 267190) Hyannis(map 268099) Yarmouth Road,Hyannis (map 328142001) Mary Dunn well & Mary Dunn well &building, Mary Dunn well &building, building, 629 Mary Dunn 629 Mary Dunn Road, 656 Mary Dunn Road,Hyannis Road,Hyannis(map Hyannis (map 331004X02) (map 331003X04) 331004X01) Hyannisport well & Airport.well&well building, Town land between treatment plant, 132 520 Mary Dunn Rd., Hyannisport treatment plant& Smith Street,Hyannis Barnstable(map 330009) Straightway Treatment plant, 0 (map 267099) Pawnee Court,Hyannis(map 268303) 4. That any deeds or documents required to be recorded with respect to the project sites listed in paragraph number 3 have been duly recorded or filed for record wherever necessary. .120110021 certificate as to,title to project site water c-I.doc Dated this W day of /` �0`r�19� �a�1� , 2011. f T. David Houghton,Esq. 1st Ass't. Town Attorney Title Counsel 20110021 certificate as to title to project site water c-l.doc: °fr r Town of Barnstable regulatory Services M y y MAss, $ Thomas F.Gelder,Director �A ib19 �4 anAA�°r Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b arnsta ble.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, Roger Parsons , as Owner of the subject property hereby authorize Natgun Corporation to act on my behalf, in all matters relative to work authorized by this building permit application for. 47 Old Yarmouth Road, Hyannis (Address of Job) AZU /2, Signat'urey Owner Date )(�)Qer ' c,,(-6fn t Print Name tIf PropeM Owner is applying for permit please complete the �k Homeowners License Exemption Form on-the reverse side. Q:FORMS:O WNERPERMLSSION «q Town of Barnstable 200 Main Street,Hyannis,Massachusetts 02601 MAM$AEP+3PAiif� i Regulatory Services - Thomas F. Geiler,Director Apr1.6 9. Building Division Tom Perry,Building Commissioner ED MA'S Phone(508)862-4679 Fax(508)862-4725 www.town.bamstaNe.ma us February 14, 2011 Mr. Hans Keij ser Town of Barnstable Water Supply Division 47 Old Yarmouth Road Hyannis,MA 02601 RE: Site Plan Review#004-011 Town of Barnstable DPW Water Tanks to be located at 47 Yarmouth Road and Straightway,Hyannis,MA Proposal: Construction of an 800,000 gallonconcrete water storage tank with top of dome elevation of 59 feet. Existing ground elevation 34 to 37 feet(sloping). Proposed ground elevation 32 to 37 feet (sloping). Proposed gravel access road off existing paved driveway. Proposed pump station and associated piping. Dear Mr. Keijser: Please be advised that the above-referenced proposal was approved subject to the following: • Approval is based upon plans entitled"Maher and Straightway Storage Tanks and Pumping Stations"prepared for Department of Public Works, Water Supply Division,Barnstable,ARIA dated January 2011, 16 Sheets, and"Hyannis Water Supply Division Proposed Water Main" by Tighe&Bond Consulting Engineers of Westfield,MA. • Applicant must obtain all other applicable permits,licenses and approvals required. A copy of the approved site plans will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Perry, Building Commissioner ,,-SPR file 9 APPLICATION FOR SITE PLAN REVIE . LOCATION Business Name: Maher water Storage Tank Subdivision Plan Assessor's Map# 328 Parcel# 142001 ANR plan 'Property Address: 47 Old Yarmouth Road Site Plan OWNER OF PROPERTY APPLICANT Name: Town of Barnstable (Water) Name: Hans Keijser Address: 367 Main Street Address: Town of Barnstable Water Supply Div. Hyannis, MP. 47 old Yarmouth Road; Hyannis, MP_ 02601 Telephone: Telephone (508) 778-9617 Fax Fax (SOO) 790-1313 ARCMTECT/DEVELOPER/CONTRACTOR/ENGIlVEER AGENT/ATTOP.NEY Name: Tighe & Bond Name: Address: 4 Barlows Landing Road, Unit 15 Address: Pocasset, MA 02559 Telephone: (sob) 564-7285 Telephone Fax Fax STORAGE TANKS(HAz MAT/FUEL OR WASTE OIL) ZONING DISTRICT CLASSIFICATION District RB Overlay(s) Existing Proposed Lot Area Sq.Ft. 20.90 Ac. Number Number Fire District Hyannis Size Size Setbacks(ft.) Above Ground Above Ground Front 20 Side 10 Rear 10 Underground Underground Contents Contents Number of Buildings Existing 3 Proposed 2 Demolition none UTILITIES TOTAL FLOOR AREA BY USE Sewer-❑Public ❑Private Size gal Existing(sq.ft.) .Proposed(sq.ft.) Water- MPublic ❑Private Basement Electric-❑Aerial ❑Underground Residential Gas-❑Natural ❑Propane Restaurant Grease Trap- ❑ Size gal Retail Sewage Daily Flow gpd Office Medical Office PARKING SPACES CURB CUTS Commercial(specify) . Required Existing Wholesale(specify) Provided Proposed Institutional(specify) On-Site To Close Industrial (specify) Off-Site Totals All Other Uses On Site see below Handicapped Gross Floor Area 8,345 5,608 (Water Tank) ' areas restrict wastewater discharge to 330 420 (Pump Station) -r day into on-site system. 3-02/20/2002 Old King's Highway Regional Historic District File# Approved? ❑Yes ❑No Hyannis Main Street Waterfront Historic District File# Approved? ❑Yes ❑No Listed in National and/or State Register of Historic Places? ❑ Yes ❑No Previous Site Plan Review File# Approved? ❑ Yes ❑No Previous Zoning Board of Appeals File# Approved? ❑ Yes ❑No Is the site located in a Flood Area(Section 3-5.1) ❑Yes ❑g No In Area of Critical Environmental Concern? n Yes n No Is the Project within 100' of wetland Resource Area? ❑ Yes 7 No Site sketch—informal presentation M Yes ❑No Site Plan prepared,wet stamped and signed by a Registered PE and/or PLS. ❑ Yes E No Parking and Traffic Circulation Plan ❑Yes 0 No Landscape Plan and Lighting Plan ❑Yes 0 No Drainage Plan with calculations and Utility Plan ❑ Yes 0 No Building Plans, (all floor plans, elevations and cross sections) Yes ❑No Note that all signaye must be approved by Code Enforcement Officer at the'Building Department Lot area in sq.ft. 910,404 sq ft Total Building(s)footprint 14,373 sq.ft. Maximum Lot Coverage as%of Lot % GROUND WATER PROTECTION OVERLAY DISTRICT REQUIREMENTS: DISTRICT: wP Lot Coverage (%) Required Proposed 1.a% Additional Site Clearing (%} Required Proposed 2.6 o Additional PRINCLPAL BUILDING ACCESSORY BUILDING(S) El Yes ❑No Number of floors Height: 21 ft. Number of floors 1 Height: to ft. FLOOR AREA: FLOOR AREA: Basement sq. ft. Second sq.ft. Basement sq.ft. Second sq.ft. First sq. ft.Attic sq. ft. First 420 sq.ft.Attic sq.ft Other(Specify) s,6 08 sq.ft. Please provide a brief narrative description of your proposed project: Construction of an 800,000 gallon concrete water storage tank with top of dome elevation of 59 feet. existing ground elevation 34 to 37 feet (sloping) . Proposed ground elevation 32 to 37 feet (sloping) . Proposed gravel access road off existing paved driveway. Proposed pump station and associated piping. I assert that I have completed(or caused to be completed)this page and the Site Plan Review Application and that,to the best of my knowledge,the information submitted here is true. 5igoture of plicant Date PRINTED NAME OI APPLICANT / Q:SiteP1an:SPRPG4 02/20/2002 T _ .��';:. . l �—�.+a�,� It Yj � � '.,1�,rF' ,,M•.. .'� '�, ..■•st, }; -.�yy ff �� : rf r F� .J } ,� {•ems ■ . � C �1 � 4� � � �F r r� : j t' 4 �l�� ■ 11ys,� a � a r r. � ff �" r I'••'FFF _ 40 Site Par cef rave tit fit✓.:. i• -. `"��,,,�:(� + ram, ' �1�, 1----� t�y�.,y`` v.t�y S l F ■■ r') f_ r q' k' 4K �- ) - rr '�i�—Q u 1/f _ I' — �{ '— � •v•f .�� sue' a Jll I - - 1� tT! i f - r1 -- , J - I • _ C •l .��`�,,.� - ,1 1. - A 1 � ■ "� EE \. Legend Hyannis Topographic Quadrangle . I-Iorsley V i•r[e {_Trut1p — .. phone:50E$33S000 .N� wmv,hursreylvr.fen.coal •ce.= Site Parcel N USGS 7.5 Quadrangle Map 47 Old Yarmouth'Road Hyannis, MA Feet 1,000 Date. zot� Figure 90 Path:H:Tmiectsilol oil of)17Tinha_RnnrlJdvannlew�ro=trlctne� ��n.,ho=vlereM a Massachusetts- Department of Public Safety Board of Buildin g Revelations.mid Standards Construction,Supervisor License License: CS 13036 Restricted.to: 00 �` t i .PHILIP A. UI/A£TSON F f 38 LOMBARD'AVE AMESBURY MA 0t1!913 Expiration: 11/16/2011 Commissioner Tr#: 8994 y. fn, P Wire-wound Concrete Tanks Established 1929 Natgun Corporation .Eleven Teal Road Wakefield,MA 01880-1292 Telephone 781-246-1133 Fax 781-224-5163 October 13,2011 Reference: Employment Verification—Philip A.Watson To Whom It May Concern: We are writing this letter on behalf of our employee, Philip A. Watson. Phil has been an employee of Natgun Corporation since March of 1984. He currently holds the position of Senior Technical Services Engineer. If you have any question or wish to discuss this further, please feel free to contact me at 781-224-5144 or jvasquezi@natgun.com. Regards, Je ifer L.Va uezi v Human Resources Generalist Natgun has an Operations Facility in the Greater Dallas area with regional offices in greater Chicago,Columbus,Kansas City,Los Angeles,Philadelphia and Syracuse TOWN OF BARNSTABLE,BUILDING PERMIT,APPLICATION_, Map Parcel.., :Application # Health Division - Date Issued ol--a, t o Conservation Division : ,'Application F Planning Dept. Permit Fee: Date Definitive:Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address 1d, n-)aL,A Rd , R una 5, d 4 a)_bo I VillagePi,yin 15 ` Owner W Ct il n I �� +Q Ala �mS Address��(-rM�� -Rd. i''f uJannI S M Telephone Sb — -7-7S d 0012 Permit Request e moJe. 3 Yn P I&I I id 1��La1iM,Qwxs fl�- IG02, 11A) 4e, yin. I Murve� horizon�d ro/bO6 tA)/,1,0w_5 . Square feet: 1 st floor: existing ' proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 160 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family p 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 r� Total Room Count (not including baths): existing new First Floor I Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other co Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/ al stove: ❑Yes ❑ No p 9 9 3i Ln Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑e isting ❑ ewize_ 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 �o o() �) I e m- i,0110reenleLi± Telephone Number 50 — J-7S' 17-7 g Address G1�� r 1�^�'�Uc, Qd License # /0 3 QC ,1 �V&111115, b 01 Home Improvement Contractor# % 3 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE J �� t } FOR OFFICIAL USE ONLY rAPPLICATION# tOATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION F FRAME INSULATION 5 FIREPLACE t ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. x • p l f The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia iv Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information ,Please Print Legibly Name(Business/Organization/Individual):5 p r 2 �yYl T'can n COAL Men+ Address: 19 i' Ir We_ R00A City/State/Zip: hCUlAt5 Q (00 Phone#: 60F ?75- 1-7 7 3 Are you an employer?Check the appropriate box: Type of project(required): 1. am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ listed on the attached sheet. 7. ❑Remodeling I.am a sole,proprietor or partner- s 'and These sub-contractors have hip have no employees g, ❑Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp.insurance comp.insurance.; required.] 5. ❑ We are a corporation and its 10.[3 Electrical repairs or additions 3.0 I am a homeowner doing all work officers have exercised their I LEl Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 131M Other Wi comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractont that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. if the subcontractors have employees,they must provide their workers'comp.policy number. I am an employer that Is providing workers'compensation Insurance for my employees. Below is the policy and job site information.Insurance Company Name: Q550c-%(3 `i'C_& —S,- A. 56t GS t5t` Y�n�A Policy#or Self-ins..Lic.#:A I)G 706 q 9 q 1 2d[� Expiration Date:' nj O l Job Site Address:i4 7 01 A 1'rt1'1 off, Rol City/State/Zip:_iQ 1 old s ;/m a-o t Attach a copy.-of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,* 00.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be'forwarded to the Office of Invesdizations of the DIA for insurance-.00veraize verification. 1 do hereby cent' er t at nd penalties of perjury that the information provided above is true and correct Si nature: Date' _ Phone#• 50$- ?7.T' Official use only. Do not write in this area,to be completed by city or town offlciaL City or Town: Permit/License#° Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: r r _ ' Nlztssacttusccts- 1)cltartmcnt Ott Ptihli�'$tt�t�, i Board of Building Regulations and Sta:ndai ck � Construction Supervisor License f License: CS 6643 Restricted to: 00 ', 1 A' l . BRAD K SPRINKLE '', is i 190 LOTHROPS LANE. BARNSTABLE MA 02668 A� Expiration: 10/8/2011 Tf#: 5478 Restricted to: 00 00- Unrestricted 1G-1 2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code i is cause for revocation of this license. . i Refer to: WWW.Mass.Gov/DPS ✓/ce.TOomvmo�au�eaurC g�. �J: ? , Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR v Regist t*.103757 _ 9/2010 Tr/a' 271033 ' P� IV to Corporotion:' ` ik •C ,.. .y a • Brad Spricle ;t r 199I3 ;ta15 Rd � IVlADO �pF1r Dmf 5I x �.. Luz luu—x jai 4.DT _ Lt Veils e or tegistrPon vium •.. before the ex iratloo date. If found return to p : Board.=of.guilding-Aegolat ions and Standards On �►sbburton Place'Rnt 1301 . •BOSton,.iV1a02f:08 Not�salid wit out Sig tare 7DATE,111MMIDD1YYYY) CERTIFICATE OF LIABILITY INSURANCE OP ID DSSPRIN-1 /05/10 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Bryden & Sullivan Ins Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 88 Falmouth Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hyannis MA 02601 Phone: 508-775-6060 Fax:508-790-1414 INSURERS AFFORDING COVERAGE NAIC# INSURED v INSURER A: -Associated Industries of MA >INSURER Br Sprinkle Home Improvement Inc. INSURER C: 199 Barnstable Rd INSURERD: Hyannis MA 02601 - --- — INSURER E: j COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, POLICY NUMBER POLit YMFE7 TIVE — 11111 EXPIRATION LIMITS LTR NSR TYPE OF INSURANCE DATE MMIDD/YYYY DATE MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ GE TO RENTED COMMERCIAL GENERAL LIABILITY - PREMISES Ea occurence $ CLAIMS MADE u OCCUR I MED EXP(Any one person) S PERSONAL&ADV INJURY S I GENERAL AGGREGATE S GENT AGGREGATE LIMIT APPLIES PER: I PRODUCTS-COMPIOP AGG S POLICY �JECT LOC 1 AUTOMOBILE LIABILITY { COMBINED SINGLE LIMIT ANY AUTO I (Ea accident) $ ALL OWNED AUTOS i BODILY INJURY SCHEDULED AUTOS 1 (Per person) S HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE - (Per accident) $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ AND EMPLOYERS'LIABILITY WORKERS COMPENSATION YIN TORY LIMITS ER A ANY PROPRIETOR/PARTNERIEXECUTIVEn AWC7004943012010 01/01/10 01/01/11 E.L.EACH ACCIDENT $SOOOOO OFFICER/MEMBER EXCLUDED? I—I (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500000 If yes,describe under I SPECIAL PROVISIONS below - - E.L.DISEASE-POLICY LIMIT $500000- OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION SPRNKHO DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL p Sprinkle Home Improvement,% Inc IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Fax #508-775-1350 Margo Mack REPRESENTATIVES. 199 Barnstable Rd. AUTHORIZED REPRESENTATIVE Kelley A.Sullivan annis MA 02601 ACORD 25(2009/01) ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Hans Keijser Supervisor o*� Town of Barnstable Water Supply Division Department of Public Works 47 Old Yarmouth Rd.,Hyannis,MA 02601 Phone(508)778-9617 ext.3502 Fax:(508)790-1313 Email:hans.keijser@ttown.bamstable.ma.us s Town of. Barn.-stable ILI Regulatory Services 4.. r rc.+.RNs' st.�, ,,.. Thomas F.Geller,Director Bafld .ng Division Tom Perry,Building Commissioner 200Main Street,Hyanus,MA 02601. WWW town barnstable:ma.us Office: 508-8624038 Fax: .508-794 6230 Property Owner Must Complete and Sign This Section If Us= A Builder T, WoA4,,L , as Owner of the subject property hereby authorize l IJ 0 O M!e :Yrn bA(r u e11rXd5o act on my behalf, in all matters relative to work authorized byythis building permit application for. (Address o job) S of Owner � Date Print Name. -r6 AvI,0 Es LtI-- if Property Owner is applying for pennit please complete the Mtotowners Licel 's;e Exemption Form on the reverse side, Q:EORMS:OWNF ERMISSION r �f Bond No 929536212 PERFORYIANCE BOND KNOW ALL MEN AND WOMEN BY THESE PRESENT, THAT: Natgun Corporation, 11 Teal Road, Wakefield, MA 0 880 as.principal, and Western Surety Company_ , CNA Surety, 100 Newport Ave Ext. Quincy, MA 0. 111 surety, are HeId and firmly bound unto the Town of Barnstable, Massachusetts in the sLun of: Two Million Thirty Thousand Nine I Hundred Forty Five and No%100 Dollars ($2,030,945.00) ` lawful money of the United States of America, , to be paid to -the Town of Barnstable, Massachusetts, for which payments, well and truly to be made, we bind ourselves, our respective heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the said principal has made a 7aatract with the Town of Barnstable, MA, bearina the date of 2010 for the construction of Maher and Straightway Stdrage Tanks and Pump Stations Project Hyannis Water Supply Division, Department of Public Works, Re-Bid Construction Contract No. 16000-11-2 Storage Tanks Project No. DWSRF-3574 ' Now the condition of this obligation is such .that if the principal shall well and truly keep and perform all the undertakings, covenants, agreements, terms and conditions of said contract on its ! ' part to be kept and performed during the original term of said contract any extensions thereof that may be granted by the Town of Barnstable, Massachusetts, with or without notice to the surety and during the life of any guarantee required under the contract, and shall also well and truly keep and perform all the undertakings, covenants, agreements, terms and conditions of any and all duly authorized modifications, alterations, changes or additions to said contract that may be hereafter made, notice to the surety of such modifications, alterations, changes or additions being hereby waived, then this obligation shall become null and void; otherwise it shall remain in full force and virtue. IN WITNESS THEREOF, we hereunto set our hands and seal this day_616k4di-ay of 2011 ... (seal) N gun�r at. n RY' P� B __ire.. F,xesi_dent-Estimating Western Surety Co pany By:... U tl ��1 /�� ey on a-Hfi—Ro i e,. .,t ooney-i n= '.act 5025632 .3 B-2 a Bond No 929536212 1?A7 MGNT BOND KNOW ALL MEN AND WOMEN BY THESE PRESENT, THAT Natqun Corporation 11 Teal Road Wakefield MA 01880 as principal, and Wueste r A�r8��7 ompany, CNA Surety, 100 Newport Ave Ext surety, are held and firmly bound unto the Town of Barnstable, Massachusetts in the sum of: Two Million Thirty Thousand Nine Hundred - Fort .Five a d lawful money of the United States of America, to be paid to the Town c_)f Barnstable, Massachusetts, for which payments, well and ind ourselves, our respective heirs, truly to be made, we b executors, administrators, successors and assigns, jointly and severally, firmly by these presents_ WHEREAS, the said principal has made a contract with the T/ToWp of Bar sta}�le, Massachusetts, bearing the date of ,�i , 204t , for the -construction -Of Maher and Straightway Storage Tanks E nd um Stations Project, H annis 4Jater: Su 1 Division De artment f Public Works n ruc ion on rac o. orage an s roject o. DWSRF-3574 Now the condition of this obligation is such that if the principal r performed or furnished and for all shall pay for all labo materials used or employed in 'said contract and in any and all duly authorized modifications, alterations, extensions of time, changes or additions to said contract that may hereafter be made, notice to the surety of such modifications, alterations, extensions of time,the '- any other purpose or items set out in, and subject to, provisions of Massachusetts General Laws, Chapter 30, Section 39a, i and Chapter 149, Section 29, as amended, then this obligation shall become null and void; otherwise it shall remain in full force and virtue. IN WITNESS THEREOF, we hereunto set our hands and seal this dayaY ofll�/m -� 2011 (Seal) un rpord?i Ste—R� PT n t - Estimating to.rnJJu� y any By: r .14 ` in-Fact- onn obor ney 5025632 .3 B-3 r ' Western Surety Company I POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents,That WESTERN SURETY COMPANY,a South Dakota corporation,is a duly organized and existing corporation having its principal office in the City of Sioux Falls,and State of South Dakota,and that it does by virtue of the signature and seal herein affixed hereby make,constitute and appoint Frank J Smith, Donna M Robie, Rosemary W Fulham, Ellen J Young, William J Dobbins Jr, Ruth Ann Silverman, Ginette R Tentindo, Mark L Kingston, Individually i 1 of Natick,MA,its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature -In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney,pursuant to the authority hereby given,are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Law printed on the reverse hereof,duly adopted,as indicated,by the shareholders of the corporation. In Witness Whereof,WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to be hereto affixed on this 14th day of July,2011. WESTERN SURETY COMPANY ?.Q,PORgl o` w•..�o^ Paul VBruflat,Senior Vice President State of South Dakota ss County of Minnehaha On this 14th day of July,2011,before me personally came Paul T.Bruflat,to me known,who,being by me duly sworn,did depose and say: that he resides in the City of Sioux Falls,State of South Dakota;that he is the Senior Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument;that he knows the seal of said corporation;that the seal affixed to the said instrument is such corporate seal;that it was so t affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and ® acknowledges same to be the act and deed of said corporation. My commission expires s`'`````''````''``'` '`'`'+y. s D. KRELL r November 30,2012 s SEALt NOTARY PUBLIC SEAL s SOUTH DAKOTA s �ShSSbS5y4ShhyShh55y�a5hy+ _ D.Krell,No ry Public CERTIFICATE I, L.Nelson,Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force,and further certify that the By-Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this day of 1 °..... `"'" WESTERN SURETY COMPANY �WQ?PPORgr�S? S:S fA`,' ic L.Nelson,Assistant Secretary s ,+Form F4280-09-06 DATE(MMIDDWYYY) ® CERTIMATE OF LMMLITY INSURANCE 09/14/201110:03 PRODUCER Barney&Barney LLC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION CA Tnsurance Lic: 0003950 ONLY AND CONFERS NO. RIGHTS UPON THE .CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 9171 Towne Centre Drive,Suite 500 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. San Diego,CA 92122 858-457-3414 INSURERS AFFORDING COVERAGE NAIC# INSURED Natgun Corporation INSURER A: =Anerican Guarantee and Liability Insurance Compan} 26247 INSURER a: Zurich American insurance Company 16535 11 Teal Road INSURER C: Old Republic General insurance Corp Wakefield,MA 01880 INSURERD: I INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR ADD'L POLICY.EFFECTIVE POLICY EXPIRATION LTR SR TYPE OF INSURANCE POLICY NUMBER DATE MMID❑ DATE MMIDDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 AMAB X COMMERCIAL GENERAL LIABILITY GL09336735 5/1/201 1 5/1/2012 'RE., S TO,..cu ence $ 300,000 X CLAIMS MADE M OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PE� LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1.000,000 X ANY AUTO (Ea accident) B ALL OWNED AUTOS BAP9336736 5/1/2011 5/1/2012 BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY (Per accident) $ NON-OWNED AUTOS PROPERTY DAMAGE $ (Per accident) p� GARAGE LIABILITY AUTO ONLY.EA ACCIDENT $ g ANY AUTO OTHERTHAN EA ACC $ 1{Yl� AUTO ONLY: AGG $ A EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ 1,000,000 ^T OCCUR CLAIMS MADE AUC933690400 5/l/2011 5/1/2012 AGGREGATE $ 1,000,000 DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION X WC SLAMIT OT C AND EMPLOYERS'LIABILITY YIN AICW00391100 5/1/2011 5/1/2012 ER ANY PROPRIETOR/PARTNER/EXECUTIVE❑ E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED I,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $If SPECIAL PROVISIONS below yes,describe under E.L.DISEASE-POLICY LIMIT $ 1,000,000 S r OTHER I Y DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS re:Construction of the Maher and Straightway Storage Tanks and Pumping Stations.Town of Barnstable, MA and its employees, and Tighe&Bond, Inc. (Engineer), are named as additional insured,per the attached endorsement(s). Coverage is Primary and Non-Contributory. , CERTIFICATE HOLDER CANCELLATION SHOULD ANY OFTI4E ABOVE DESCRIBED POLICIES BECANCELLED BEFORETHE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN Town of Barnstable NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 367 Main Street REPRESENTATIVES. Hyannis,MA 02601. AUTHORIZED REPRESENTATIVE Brenda Xennerly ----------------------------------------------------------------- ACORD 25(2009/01) Client#54969 Mst# 1&336 Cert## 38007*1 ©1983-2009 ACORD CORPORATION. Ail rights reserved. Subject,. The,ACOPD name and IDgO are registered marks of,^,CORD Notice of Proposed Construction or Alteration - Off Airport Page 1 of 2 a fade rai Aviation «OE/AAA Administration - _w, Notice of Proposed Construction or Alteration-Off Airport Project Name: NATGU-000185111-11 Sponsor: Natgun Corporation Details for Case:(for Maher Water Storage Tank) Show Project Summary Case Status ASN: 2011-ANE-1629-OE Date Accepted: 09/14/2011 Status: Work In Progress Date Determined: Letters: 09/15/2011'N ADD Documents: None Construction/Alteration Information Structure Summary Notice Of: Construction Structure Type: Crane Duration: Temporary Structure Name: (for Maher Water Storage Tank) if Temporary: Months:0 Days:5 NOTAM Number: Work Schedule-Start: FCC Number: Work Schedule-End: Prior ASN: ' *For temporary cranes-Does the permanent structure require separate notice to the FAA? To find out,use the Notice Criteria Tool.If separate notice Is required,please ensure It is filed. If it is not filed,please state the reason In the Description of proposal. State Filing: Structure Details Common Frequency Bands Latitude: 41° 39' 41.00" N Low Freq High Freq Freq Unit ERP ERP Unit Longitude: 70* 16' 16.00" W Specific Frequencies � Horizontal Datum: NAD83 Site Elevation(SE): 27(nearest foot) Structure Height(AGL): 225(nearest foot) *If the entered AGL is a proposed change to an existing structure's height include the current AGL in the Description of proposal. Requested Marking/Lighting: Flag Marker Other: Recommended Marking/Lighting: Current Marking/Lighting: N/A New Structure Other Nearest City: Hyannis Nearest State: Massachusetts Description of Location: Barnstable Water Company On the Project Summary page upload any certified survey. 47 Old Yarmouth Road,Hyannis,MA 02601-2013 Description of Proposal: Construction of a new 0.80 MG Water Tank https://oeaaa.faa.gov/oeaaa/external/eFiling/locationAction.j sp?action=showLocationFor... 10/11/2011 ORDERS OF THE DAY OLD BUSINESS _ Councilor Crocker recused himself from discussion and vote on 2009-086. 2009 086j' AN'ORDINANCE4T4�WAIVE,WATERTOWER�CONSTRUCTION FEES, The public heapgwasaleady closed on this item. Councilor Munafo said $50,000 is what would be lost in fees. The entitiesGa{iho are building these will get the break not necessarily the rate payer. Councilor Joakim said these are fees for services. -` Councilor Barry said this is a fee for nothing. Councilor Curtis concurs. Upon motion duly made and seconded, it was voted to move the question. VOTE: 12 yes to move Upon a motion duly made and seconded it was ORDERED, That not withstanding the provisions of any other ordinance of the Town regarding Schedules of Fees, water tower construction project(s) shall hereby be exempt from payment offssuch fees VOTES (Roll Callj 11yYes1;no;(Munafo) 2009v082 - APPROPRIATION FOR COST STUDY — HYANNIS WATER SUPPLY SYSTEM Mark Ells, Di . of the Department of Public Works and the members of the .Hyannis- anni P Hy s Water Board were pr nt, with Ells giving the rationale. Upon a motion dul ade and seconded a public hearing 8opened on this item at 7:35 PM. VOTE: Unanimous Upon a motion duly made and s nded the lic hearing on this item was closed at 7:37 PM. VOTE: Unanimous Councilor Munafo would have like to hav seen the monies spent differently from the MTBE lawsuit. Deb Krau said we are a yip g board and had no re erve fund. We have been careful. We need to pay,for the de igns so we can acquire gra We feel it is a good use of the monies. We still have $2.1 M left and we do plan on rese ng most for the water tower. Councilor Farb am asked for an explanation of the MTBE ds. Attorney Weil said the favorable—s lement came from a lawsuit. There is a possibi' that there will be more money. Ms. Krau noted that you can't borrow design fees. C � BARNSTABLE TOWN COUNCIL AN ORDINANCE TO WANE THE WATER TOWER CONSTRUCTION FEES ITEM# 2oo9-o86 INTRO: 03/19/09 SUMMARY TO: The Town Council FROM: John C. Klimm, Town Manager DATE: March 19, 2009 SUBJECT: Waiver of fees for water tower construction BACKGROUND: For the good of the public water system three new water towers will need to be built over the next several years including one in Cotuit, one in Centerville and one in Hyannis. All three of these projects require what is known as a controlled build which requires a state licensed professional to oversee the construction of each tower consonant with and reflective of the requirements of Massachusetts General Laws. Due to the stringent oversight requirement, there will be minimal inspection requirements by town personnel. ANALYSIS: The aspects of this request for fee waiver have been vetted with Thomas Geiler, Director,Regulatory Affairs,who has approved of this request. If this fee and other associated construction fees�ot waived,portions of the proposed project may have to be valued engineered. FI is anticipated that adoption of this order would have a neutral fiscal impact. -33- A. OLD BUSINESS (Public Hearing) (Roll-call) BARNSTABLE TOWN COUNCIL ITEM# 2oo9-o86 INTRO: 03/19/09, 04/02/09 2009-086 AN ORDINANCE TO WAIVE WATER TOWER CONSTRUCTION FEES ORDERED, That not withstanding the provisions of any other ordinance of the Town regarding Schedules of Fees, water tower construction project(s) shall hereby be exempt from payment of such fees. SPONSOR: Town Manager John C.Klimm DATE ACTION TAKEN Read item Motion to Open Public Hearing Rationale Public Hearing Close public hearing Council discussion Move/vote -11- BARNSTABLE TOWN COUNCIL AN ORDINANCE TO WAIVE THE WATER TOWER CONSTRUCTION FEES ITEM# 20o9-o86 INTRO: 03/19/0% 04/02/09 SUMMARY TO: The Town Council FROM: John C.Klimm, Town Manager DATE: March 19, 2009 SUBJECT: Waiver of fees for water tower construction BACKGROUND: For the good of the public water system three new water towers will need to be built over the next several years including one in Cotuit, one in Centerville and one in Hyannis. All three of these projects require what is known as a controlled build which requires a state licensed professional to oversee the construction of each tower consonant with and reflective of the requirements of Massachusetts General Laws. Due to the stringent oversight requirement, there will be minimal inspection requirements by town personnel. ANALYSIS: The aspects of this request for fee waiver have been vetted with Directory of Regulatory Affairs Thomas Geiler,who has approved of this request. If this fee and other associated construction-fees are not waived,portions of the proposed project may have to be valued engineered. FISCAL IMPACT: It is anticipated that adoption of this order would have a neutral fiscal impact. i -12- a A Division of DN Tanks Wirewound Concrete Tanks Established 1929 Natgun Corporation 11 Teal Road Wakefield,MA 01880-1292 Telephone: (781)246-1133 Facsimile: (781)224-5163 DRAWING INDEX Location: Hyannis/Barnstable, Massachsuetts (Maher) Size: 0.80 MG Water Storage Tank SHEET# OF 95 DRAWING TITLE (Description) DWG. # 1 Tank Design Criteria DC-1 2 Tank Material Specifications MS-1 3 Floor Appurtenance Layout 1.00 4 Thickened Floor Area Layout 1.05 5 Dome Appurtenance Layout 1.10 6 Tank Section and Elevation 2.00 7 Dome Sector 3.20 8 Circumferential Dome Joint Reinforcing Detail 3.71 9 Radial Dome Joint Reinforcing Detail 3.72 10 Wall Section With Prestressing 4.00 11 Typical Tank Wall Prestress Section 4.10 12 Typical Prestress Wire and Stress Plate Connection Detail 4.20 13 Footing, Floor and Wall Base 5.00 14 Reinforcing Bar Details 5.10 15 Base Pad and Sponge Filler Pad Layout 5.20 16 Seismic Cable Detail 5.30 17 Wall Panel and Joint 6.20 18 Wall Slot Detail 6.30 19 Dome Ring 7.70 20 Plan View Inlets and Outlets Pipe Encasement 8.00 21 End Section at Pipe Encasement 8.05 22 Section at Exterior Tank Inlet 8.10 23 Section at Interior Tank Inlet 8.15 24 Section at Exterior Tank Outlet 8.20 tH OF ,�s� SALVATORE MARQUES m STRUCTURAL ®� �Pto.355230 L 1113111 ON"AmMU" LIN A Division of DN Tanks Wirewound Concrete Tanks Established 1929 Natgun Corporation 11 Teal Road Wakefield,MA 01880-1292 Telephone: (781)246-1133 Facsimile: (781)224-5163 DRAWING INDEX Location: Hyannis/Barnstable, Massachsuetts (Maher) Size: 0.80 MG Water Storage Tank SHEET#OF 95 DRAWING TITLE (Description) DWG. # 25 Section at Interior Tank Outlet 8.25 26 Section at Exterior Tank Drain 8.30 27 Section at Interior Tank Drain 8.35 28 End Section at Drains 8.40 29 Section at Overflows 9.00 30 Exterior Tank Overflow Sections 9.05 31 Interior Tank Overflow Sections 9.10 32 Pipe/Diaphragm/Stress Plate Connection Detail 9.20 33 Overflow Box 9.30 34 Interior Tank Overflow Pipe Support 9.40 35 Interior Tank Overflow Pipe Strap 9.50 36 Dome Hatch 10.00 37 Surface Mounted Conduit 10.10 38 Conduit Through Hatch Curb 10.20 39 Dome Vent 11.00 40 Type "A" Wall Panel Reinforcing Details 12.00 41 Type "B" Wall Panel Reinforcing Details 12.10 42 Overflow Location in a Type "B" Wall Panel 12.12 43 Rebar Detail at Swift Lift Insert 12.15 44 . Transverse Lifting Steel 12.20 45 Type "A" Wall Panel Insert Details 12.30 46 Type "B" Wall Panel Insert Details 12.40 47 Type "B" Overflow Wall Panel Insert Details 12.41 48 Type 1 Dome Panel (8 Required) 13.10 SALVATOYaE <. a MAPiOIaES =c3 STRIPCTiJiiAl (A NAJ .S. I A Division of DN Tanks Wirewound Concrete Tanks Established 1929 Natgun Corporation 11 Teal Road Wakefield,MA 01880-1292 Telephone: (781)246-1.133 Facsimile:(781)224-5163 DRAWING INDEX Location: Hyannis/Barnstable, Massachsuetts (Maher) Size: 0.80 MG Water Storage Tank SHEET#OF 95 DRAWING TITLE (Description) DWG. # 49 Dome Panel Radial Edge 13.12 50 Dome Panel Lifting Detail (2 Ton) 13.15 51 Type 2 Dome Panel (16 Required) 13.21 52 Dome Hatch Reinforcing 13.71 53 Overflow Stress Plate 14.00 54 Wire Clamp 14.10 55 Temporary Wall Opening 15.00 56 Exterior Tank - Interior Ladder "A" 16.00 57 Interior Ladder "A" Details 16.05 58 Interior Tank - Interior Ladder "B" 16.10 59 Interior Ladder "B" Details 16.15 60 Interior Ladder Top Support Bracket 16.20 61 Exterior Ladder"A" 16.30 62 Exterior Ladder"A" Details 16.35 63 Exterior Ladder"B" 16.40 64 Exterior Ladder "B" Details 16.45 65 Anti-Climb Plate 16.50 66 Dome Handrail 18.00 67 Dome Handrail Elevations 18.10 68 Adjustable Base Plate Detail 18.20 69 Wall Section at Inner Tank Wall 19.00 70 Seismic Cable Details For Interior C.I.P. Tank 19.05 71 Temporary Wall Opening for Inner Tank 19.10 72 Inner Tank Wall Vertical Construction Joint 19.20 saw � 9 1 =TMML °� ft 350 UMGUN A Division of DN Tanks Wirewound Concrete Tanks Established 1929 Natgun Corporation 11 Teal Road Wakefield,MA 01880-1292 Telephone: (78I)246-1133 Facsimile: (781)224-51.63 DRAWING INDEX Location: Hyannis/Barnstable, Massachsuetts (Maher) Size: 0.80 MG Water Storage Tank SHEET#OF 95 DRAWING TITLE (Description) DWG. # 73 Wall Elevation at Overflow Reinforcing Detail 19.30 74 Baffle Wall Layout 20.00 75 Baffle Wall Panel "A1" 21.00 76 Baffle Wall Panel "A2" 21.10 77 Baffle Wall Panel "AY 21.20 78 Baffle Wall Panel "B" 21.30 79 Baffle Wall Temporary Opening 21.40 80 Standard Baffle Wall Connection Layout 22.00 81 Standard Baffle Wall Joint Connection Detail 23.00 82 Baffle Wall Bottom Joint Connection Detail 23.10 83 Baffle Wall End/Floor Connection Detail 23.20 84 Baffle Wall Center/Floor Connection Detail 23.30 85 Baffle Wall "A2"/Baffle Wall "B" Connection Detail 23.40 86 Baffle Wall "A2"/Baffle Wall "B" Bottom Connection Detail 23.50 87 Tank Wall/Baffle Wall Connection Detail 23.60 88 Standard Baffle Wall Connection Plate 24.00 89 Bottom Baffle Wall Connection Plate 24.10 90 Bottom Connection Clip Angle 24.20 91 Corner Connection Clip Angle 24.30 92 Bottom Corner Connection Clip Angle 24.40 93 Tank Wall/Baffle Wall Connection Clip Angle 24.50 94 Baffle Wall Pipe Brace 25.00 95 Baffle Pipe Brace Details 25.10 4® Aga �k OF Alm. S&VATOK MARMES n+ STRUC1UM 9f/3f ri ' TANK DESIGN CRITERIA ® GOVERNING BUILDING CODES: 20D6 INTERNATIONAL BUILDING CODE ® ADDITIONAL CODES AND STANDARDS USED: AWWA D110-04"STANDARD FOR WIRE AND STRAND-WOUND, CIRCULAR, PRESTRESSED CONCRETE WATER TANKS" ACI 350-06"CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES AND COMMENTARY" ACI 350.03-D6"SEISMIC DESIGN OF LIQUID-CONTAINING CONCRETE STRUCTURES AND COMMENTARY" ® STRUCTURAL DESIGN LOADS: ROOF LIVE LOAD: 35.46 PSF WIND DESIGN: BASIC WIND SPEED: 120 MPH EXPOSURE COEFFICIENT: C IMPORTANCE FACTOR: I= 1.15 SEISMIC DESIGN: SEISMIC ZONE: 2A (AWWA D110) IMPORTANCE FACTOR: I = 1,25 (AWWA D110) SOIL PROFILE COEFFICIENT= 2 (AWWA D110) SITE CLASSIFICATION: E (ASCE 7-05) IMPORTANCE FACTOR: I= 1.5 (ASCE 7-05) RESPONSE MODIFICATION FACTORS: AWWA D110-04: Ri = 4.5 for IMPULSIVE AWWA D110-04: Rc = 1.0 for CONVECTIVE ASCE 7-05: R= 3.25 MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.2 S 1 = 0.054 SPECTRAL RESPONSE COEFFICIENTS: Sds = 0.333 Sd1 = 0.126 SEISMIC DESIGN OCCUPANCY CATEGORY: IV SEISMIC RESPONSE COEFFICIENTS: AWWA D110-04: Cs = 0.115 for IMPULSIVE AWWA D110-04: Csc = 0.058 for CONVECTIVE ASCE 7-05: Cs = 0.079 for IMPULSIVE ASCE 7-05: Csc = 0,035 for CONVECTIVE DESIGN BASE SHEAR: Vt = 427.19 kips NATGUN CORPORATION A DIVISION OF DN TANKS In TEAL ROAD WAKEFIELD, MA 01880 atg'�CF�' 0.80 MG WATER STORAGE TANK �v.UM owes aeco. DATE HYANNIS/BARNSTABLE, MA (MAHER) MARS � 'The hformatfnn contained ENGR: TICHE & BON® L a herein Is the property of POCAS SET, MASSACHUSETTS a Na3 Natpun Corporation end may JOB No. 11 C38A not be duplicated, in whole or - In part, used for other than TANK DESIGN CRITERIA Internal review purposes, or disclosed to others, without V of iJ the prior express written DWPL BY ARM BCAW NTS DWa No. DC-1 Permission of Natm Corporafloa• clam•By HIFR DATE 9/7/1 1 SHEET OF q, TANK MATERIAL SPECIFICATIONS: LOCATION OF CONCRETE: 28 DAY COMPRESSIVE MAXIMUM STRENGTH AGGREGATE SIZE PRECAST DOME PANELS 4,000 psi 3/4 DOME SLOTS 4,000 psi 3/8 DOME RING 4,000 psi 3/8 PRECAST WALL PANELS 4,000 psi 3/4 WALL SLOTS 4,000 psi #4 SIEVE OVERFLOW WALL ENCASEMENTS 4,000 psi 3/8 COVE 4,000 psi 3/8 CAST IN PLACE WALL 4,000 psi 3/8 MIN. PRECAST BAFFLE WALL PANELS 4,000 psi 3/4 FOUNDATION & FLOOR 3,500 psi 1 1/4 FLOOR PIPE ENCASEMENTS 3,500 psi 1 1/4 MIX PROPORTIONS COREWALL SHOTCRETE 4,500 psi 1:3 WIRE COVER SHOTCRETE 4,500 psi 1:3 COVERCOAT SHOTCRETE 4,500 psi 1:4 TEMPORARY OPENING SHDTCRETE 4,500 psi 1:3 •CONCRETE: SHALL CONFORM TO ACI 301 & 372R. SHOTCRETE: SHALL CONFORM TO ACI 506. •REINFORCING BARS: SHALL BE ASTM A615, GRADE 60. DEFORMED REINFORCING MESH: SHALL BE ASTM A185. •PRESTRESS WIRE: SHALL BE ASTM A621, MIN. TENSILE STRENGTH=210 ksi. •STEEL DIAPHRAGM: SHALL BE ASTM Al008. MIN. THICKNESS — 0.017 in. -WALL SLOT PLATE: SHALL BE ASTM A569, 10 GAUGE, LOW CARBON STEEL, NOT PICKLED OR OILED •OUTER TANK WALL PVC WATERSTOP: SHALL BE 9" RIBBED CENTER BULB WATERSTOP #718 AS MANUFACTURED BY GREENSTREAK, OR EQUAL •INNER TANK WALL VERTICAL WATERSTOP: SHALL BE 5" RIBBED FLAT STRIP WATERSTOP #679 AS MANUFACTURED BY GREENSTREAK OR EQUAL •DUROMETER PAD: SHALL BE ASTM D2000, CALLOUT M4 AA 414 Al NATURAL RUBBER •SPONGE FILLER PAD: SHALL BE CLOSED CELL NEOPRENE, CONFORMING TO ASTM D1056, TYPE 2, CLASS A, GRADE 1. •POLYSULFIDE: SHALL BE PSI-275 BY POLYMERIC SYSTEMS INC., T-2235—M BY POLYSPEC, OR EQUAL NON—SHRINK GROUT: SHALL BE QUICKCRETE 15B5—D1 GROUT, NON—SHRINK, NON—STAIN, NON—METALLIC OR EQUAL •ADEKA. SHALL BE ULTRASEAL P-201 BY ASAHI DENKA CO. LTD. EXTERIOR TANK COATING: DOME SURFACE SHALL RECEIVE ONE COAT OF TAMOSEAL WITH "AKKRO-7T" FOLLOWED BY ONE COAT OF TAMMSCOAT SMOOTH. THE EXPOSED TANK WALL SURFACE SHALL RECEIVE TWO COATS OF TAMMSCOAT SMOOTH. THE COATING IS MANUFACTURED BY TAMMS INDUSTRIES CO. INTERIOR AND EXTERIOR LADDER SAFETY CLIMBING DEVICES SHALL BE S.S. LAD—SAF CABLE SYSTEM AS MANUFACTURED BY DBI—SALA, INC. INTERIOR LADDER SHALL HAVE A HALLIDAY L1 E ALUIMINUM LADDER SAFETY EXTENSION INSTALLED. SEISMIC CABLES: SHALL BE ASTM A416, GRADE 250 (GRADE 270 PRIOR TO GALVANIZING) •SEISMIC CABLE SLEEVES: SHALL BE SOFT GRADE CLOSED CELLULAR NEOPRENE AS MANUFACTURED BY ARMSTRONG WORLD INDUSTRIES, OR EQUAL. NATGUN CORPORATION A DIVISION OF DN TANKS 11 TEAL ROAD ttA OF WAKERELD, RSA 01000 icy 0.80 MG WATER STORAGE TANK S�tYAT®� r+�'.a� oavN cam. DATE HYANNIS/BARNSTABLE, MA (MAHER) STRUCTt96tAL °The Information contained E N G R: TI G H E & BOND herein Is the property of POCASSET, MASSACHUSETTS `p Natgun Corporation and may JOB NO. 11038A not be duplicated, In whole or In part, used .for oar then Internal review purposes, or TANK MATERIAL SPECIFICATIONS disclosed to others, without f13�i/ the prior express written DwK By qRM scA NTS owa No- S-1 permission of Natgun Corporadtn"' c*.6Y HFR DATE 9/7/11 SHEET OF 05 O A rn 45`-0' PRECAST DOME PANEL TYPE 1 SEE DWG. 13.10 / 8 REQUIRED D'- w J j C / C+4 1 PRECAST DOME PANEL TYPE 2 SEE DWG. 13.21 16 REQUIRED 22,—30' .711 NOTES: 1. SPLICE CIRCUMFERENTIAL JOINT REINFORCING BETWEEN RADIAL JOINTS, 2. RADIAL DIMENSIONS ARE HORIZONTAL PROJECTIONS. 3. DOME PANELS, DOME RING, AND DOME SLOTS SHALL RECEIVE A LIGHT BROOM FINISH. NATGUN CORPORATION "OF 9c A DIVISION OF ®6�t TANKS 19 TEAL ROAD WAKEFIELD, MA 01880 S&VATOF s 0.80 MG WATER STORAGE TANK MA p g m MV•ua DWk ema DA7e HYANNIS/BARNSTABLE, MA (MAHER) STa "The Information contained Tta�t ENGR: TIGHE & BOND herein Is the property of IPOCASSET, MASSACHUSETTS Ifatdun Corporation and may JOB No. 11038A not be dupicated, In whole or In part, used for other than ®®ME SECTOR Internal review purposes, or disclosed to others, without the prior express written DWR BY ARM e0ALE NTS Mwa NO. �.�® permission of Natgun Corporation.* m m.eY HFR °AIE 9/7/11 SHEEP 7 OF q$ 2'-6" STANDARD C.I.P. PRECAST DOME CIRCUMFERENTIAL STRIP PANEL HORIZONTAL PROJECTION 3" 4 SPACES © 6"=2'-0" 3" 5—#5 CIRCUM. PRECAST DOME o.00 SEE NOTE 2 1j"CL. PANEL MIN.p 1 " GALV. O q DOVETAIL MERIDIONAL DOME 1 "CL. PANEL REINFORCING 0 0. SEE NOTE 1 DOME SLOT NOTES: CONCRETE 1 . SANDBLAST DOME PANEL SIDES PRIOR TO PANEL ERECTION. 2. CIRCUMFERENTIAL REINFORCING SHALL BE LAP SPLICED A MINIMUM OF 1 '-7". ALL SPLICES SHALL BE STAGGERED A MINIMUM OF 2'-0". SECTION 3.71 NA°TGUN CORPORATION � tNaFaf, ®avisi®N OF ®N rwaKs 11 TM ROAD WAK FELD,, M oto®o SALVATORE , 0.80 MG WATER STORAGE TANK MARMES �+ DMQWD. DATE HYANNIS/BARNSTABLE, MA (MAHER) gMUrTtlRAL ENGR: TIGHE & BOND 'The Information contained r herein Is the property of POCASSET, MASSACHUSETTS Notes Corporation and may JOB NO. 11038 A not be duplicated, In whole or . In pan, teed for other than CIRCUMFERENTIAL DOME JOINT Internal review purposes, or REINFORCING D ETAI L �, 111310 disclosed to others, without the prior express written owl.By ARMJDATE ALE NTS owa W. 3.71 permission of Natpun Corporation., .By HFR 9/7/11 SHEET g OF qs 2 PCS. 4" GALV. MASONRY REINFORCEMENT. PROVIDE ONE CROSSWIRE LAP AT SANDBLAST PRECAST SPLICE LOCATION. DOME PANEL SIDES PRIOR TO ERECTION 1 " GALV. DOVETAIL SLOT p o I 22 ON TYPE 1 PANEL 32 ON TYPE . 2 PANEL 0 0 �a O .GPI C�a. O ® . 0 1 01 0 0 2 SECTION 3.72 ® NATGUN1 CORPORATION � 1OFgg, c A DIVISION OF DN TANKS 11 TEAL ROAD WAKERELD, IAA ®1f9fl0 S&VATORE mao MG WATER STORAGE TANK MARQUES `� HYANNIS/BARNSTABLE, MA (MAHER) o ffi PAL o air. owoa OWD. DATE "' *Trio information contained ENGR: TIGHE & BOND harem Is the property of POCASSET, MASSAOHUSETTS Nagar corporation and may JOB No. 11038A not be duplicated, In whole or In part, used for other than RADIAL DOME JOINT fi�l3l/0 Internal review purposes, or REINFORCING DETAIL . disclosed to others, without the prior express written W"By ARM SCALE NTS Dwa N. 3.72 permisslon of Natgun corporatlom' OHM®v HFR DATE 9/7/1 1 SHEET t NOTE: TOTAL PRESTRESS WIRE WRAPS=433 TOTAL WEIGHT OF PRESTRESS WIRE = 8,551# SEE DWG. 7.70 FOR PRESTRESS WIRE DIE SIZE 0.168" DOME RING DETAIL INITIAL WIRE STRESS 140 ksi n 20 30 30 r 7" NO WIRES DESIGN LIQUID LEVEL _ 13 l'-3" 18,-0" i 8 16'-0•' 9 10 7 SPACES • 14'-0" 11 1'-0"=7'-0" SEE DWG. 4.20 FOR 12 TYPICAL PRESTRESS WIRE/ STRESS PLATE 12'-0" 13 CONNECTION DETAIL 11'-0" 14 3 32 1'-4" 19'-10" 26 STRESS PLATE 2,-0" tTEMP. LINE — SEE DWG. 14.00 OW 7'-8" G. 9.00 10 40 1'-8" 20 21 4 SPACES 0 22 1'—O"=4'—O" LINE 23 rWALL OPENING 2'-0" IG. 15.00 3'_3. FINISH FLOOR 0'-6" 0'-0" DISTANCE ABOVE 1 —0" 6" NO WIRES FOOTING LAYER "A" TO BE PLACED PRIOR TO CASTING SEE DWG. 5.00 FOR PRESTRESS WIRE COVE. ALL OTHER WIRE LAYERS BELOW THE WALL BASE DETAIL LAYER SCHEDULE TEMP. OPENING SHALL BE INSTALLED AFTER THE . COVE CONCRETE HAS BEEN PLACED. 0.80 MG WATER STORAGE TANK GpkT&fp,I,� HYANNIS/BARNSTABLE, MA (MAHER) FEW M oVM oATE ENGR: TIGHE & BOND POCASSET, MASSACHUSETTS b . o V, NATGUN CORPORATION JOB No. 1 I C38A �. I► DIVISION OF Dal TANKS W TEAKE WALL SECTION! F^ �� WAKEFIEID. MA ®alhf68f1 "The Information contained herein Is the property of Natgun WITH PRESTRESSING 9tl�� Corporation and may not be duplloated, In whole or In part, used owe By eCA� DW(L NO. for other than Internal review purposes, or disclosed to otters. ARM NTS 4.00 without the prior express written permission of Matgun Corporatlon.- BY HFR DATE 9/7/1 1 SHEET !o OF c7— PRESTRESS , WIRE TYPICAL " 16 MIN. WIRE COVER SHOTCRETE TYPICAL EACH LAYER COVERCOAT SHOTCRETE I a' ken, Do 1 "CL. MIN. COVER STEEL DIAPHRAGM 1 r' 4 CL. WIRE COVER RL TYPICAL PRECAST CONCRETE COREWALL SHOTCRETE WALL PANEL I SEISMIC CABLE 17 SHOTCRETE ENCASEMENT SEISMIC CABLE SEE DWG. 5.30 i SEAL ENDS OF WIRE LAYER -` PLACED PRIOR TO I NEOPRENE SLEEVE I POURING COVE. ( o Do NEOPRENE SLEEVE I _ TOP OF FOOTING a 4 NOTE: 1 . COVERCOAT SHOTCRETE SHALL RECEIVE A GUN FINISH, NATGUN CORPORATION s A DIb1SIONi OF DNv TANKS 11 TEAL ROAD WAICBRRD, MA 01960 SALVATOA Z,� 0.80 MG WATER STORAGE TANK MAMAS T+ mwo oars HYANNIS/BARNSTABLE, MA (MAHER) TU w rrh® information contained ENGR: TIGHE & BON® horoln Is the property of POCASSET, MASSACHUSETTS d, Naligun Corporation and may JOB No. 11 C38A not be duplicated in whole or In part, used for other than TYPICAL TANK WALL intengtrevlew purposes, or PRESTRESS SECTION disclosed to others, without the prior express wrttten DWK BY ARM scams NTS owCL NOL 4.10 permlesion of Natpun Corporation.' OHM By HFR DATE 9/7/1 1 SI-MET I l OF �` WALL PENETRATION PRESTRESS WIRES ARE CUT AS SHOWN AFTER WIRE CLAMPS ARE TIGHTENED AND WIRE COVER SHOTCRETE IS APPLIED A ------- ------ -------------- -^_-- -- ------------ A PRESTRESS WIRE PLAN STRESS PLATE WIRE COVER SHOTCRETE I SHOTCRETE SHOTCRETE COVER 4 CL-. ,fQ PRECAST WALL 1 " CL.MIN. I Q/i PANEL I• POLYSULFIDE SEAL WIRE CLAMP I BETWEEN SHOTCRETE �o AND STRESS PLATE BOLT TORQUE STEEL DIAPHRAGM 110 ft—Lbs. SECTION A—A NATGUN CORPORATION A DIVISION OF DN TANKS 11 TEAtWAKERf?R D O11f80 � gN 06 iN,r�, y 0.80 MG WATER STORAGE TANK SALVAM mv.Na Dwau. MD. DAIS HYANNIS/BARNSTABLE, MA (MAHER) MARQUE m S EI�IGR: TIGHE BOND®S UCTiJEiAS "The Information contained herein Is the property of POCASSET, MASSACHUSETTS Natprn Corporatlon and may JOB No. 11 C38A not be duplicated, In whole or hr pars, used for other than TYPICAL PRESTRESS WIRE AND Internal review purposes, or STRESS PLATE CONNECTION DETAIL `��f3�f1 disclosed to others, without awe ey ARM soAU IVTS—Iowa as the prior express wrttten �.�® permission of Natpun Corporaflon.° •By HFR DATE 9/7/11 SHEET I!a OF 9 C TO C INTERIOR PANEL MODULE 9"x1"x24" SPONGE FILLER PAD AT EACH WALL SLOT (CUT TO FIT IN FIELD) 32x4x44" 40 DUROMETER PAD (2 REQUIRED PER PANEL) 1" x 2" CONT. SPONGE FILLER PAD 9" P.V.C. WATERSTOP WALL SLOT 1" x 3Z CONT. SPONGE FILLER PAD RAD.=41 —54 A 1" x 2" SPONGE FILLER PAD DUROMETER PAD 24' HOLES IN SPONGE 2-4" x3" CONT. SPONGE FILLER PAD FOR SEISMIC CABLES FILLER PADS (SEE DWG. 5.30 FOR SPACING AND DETAILS) 1 BASE PAD AND SPONGE FILLER PAD LAYOUT 5.20 44„ PRECAST 9" P.V.C. WATERSTOP WALL PANEL WIRE AND COVER 2—a7 x3" SPONGE o a' i 1" x 3 SPONGE FILLER PADS FILLER PAD OUTSIDE WALL INSIDE WATERSTOP O o . o TANK FOOTING 31x4x44" .v . vim NOTE: DUOMETER PAD 1. SPONGE FILLER PAD AND DUROMETER PADS SHALL L 1" x 2" BE SECURED TO FOUNDATION SPONGE FILLER WITH CONTACT CEMENT. SECTION A—A PAD OUTSIDE WATERSTOP NATGUN CORPORATION A DIVISION OF DN TANKS 11 TEAWAKE ROADLD, 048fJ0 tN®F�,qs� 0.80 MG WATER STORAGE TANK (1�.lES�WH � E REV NO cssco• kTjjHYANNIS/BARN STABLE, MA (MAHER) STFMtiw TU L ��, 'The Information contained E N G R a TI G H E & BOND herein Is the property of POCASSET, MASSACHUSETTS Nat®urn Corporatlon and may JOB NO. 11 C38A not he duplicated, In whole or �. In part, used for other than BASE PAD AND SPONGE- o� Internal review purposes, or FILLER PAD LAYO U T disclosed to others, without /r elf the prior express wrRten °v By ARM 60" NTS owe NO. 5.20 permission of Natg,nn _ , 0orporatlon.° 0'0-®v HFR cw1E 917/11 [SHEET P ®F NEOPRENE SLEEVE 1-0.5" DIA. CABLE 13'-4" LONG (90 CABLES REQ'D. TOTAL) 2/ 6(' 45' CABLES 5'-1 L SECTION A—A SEISMIC CABLE DETAIL NEOPRENE SLEEVE g ID x 1'-6"LG. }" P.T. SLAB BOLSTERS PRESTRESS WIRE (90 REQ'D) SUPPORT 2'-10" 3'-0" TOP OF FOOTING 0„ o _�"CL. MIN. 0 TANK FOOTING RADIAL FOOTING BARS Zg90411CABLES REQUIRED SEE NOTE 3. (EACH NEOPRENE SLEEVE TO CONTAIN 1-0.5" DIA. CABLES—SEE SECTION A—A.) NOTES: 1. SEAL THE ENDS OF THE SEISMIC SLEEVES WITH PLASTIC WIRE TIES TO PREVENT MORTAR SEEPAGE INTO THE SLEEVE VOID AROUND THE CABLE. 2. INSTALL THE LAYER "A" COVE PRESTRESS WIRES AND WIRE COVER PRIOR TO ENCASING THE SEISMIC CABLES IN SHOTCRETE. 3. CABLES ARE TO BE CENTERED IN BETWEEN THE RADIAL DETAIL "A" FOOTING BARS AT AN ELEVATION OF 2" BELOW THE FINISH FLOOR NATGUN CORPORATION A DIVISION OF DN TANKS 11 TEAL ROAD QP At WAKERIELR, KA 01N0 4y 0.80 MG WATER STORAGE TANK S1d.VVAMR G MY.NO, cww. CWD DATE I-IYANNIS/BARNSTABLE, MA (MAHER) s ruFLAL � "The information contained E N G R: TI G H E & BOND . harsh Is the Property of POCASSET, MASSACHUSETTS 1 Nat®un Corporation and may JOB No. 1 1 C38A not be duplicated, in whole or In Part, used for other than SEISMIC CABLE DETAIL Internal review purposes, %;`;: _ disclosed to others, without �r3j j the prior express written ow'L el! ARM SCALE owa ao. .�® permselon of Not®un Corporation, asm.By HFR °An 9/7/1 1 SHEET 1+ OF `�� C TO C INTERIOR PANEL MODULES PANEL WIDTHS PRECAST WALL PANEL SEE DWGS. 12.00 AND CENTER OFFSET 12.10. o .•0. � �.V pv .V D. DIAPHRAGM JOINT DETAIL WALL SLOT DETAIL SEE DETAIL BELOW SEE DWG. 6.30 STEEL DIAPHRAGM TYPICAL CIRCUMFERENTIAL WALL SECTION VINYL TAPE SEAMING PROCESS DIAPHRAGM JOINT DETAIL WALL PANEL DIMENSIONS INTERIOR PANEL WIDTH PANEL NUMBER CENTER TYPE REQUIRED MODULE OFFSET ARC DIM. ARC DIM. CHORD DIM. A 15 15'-11j" 15'-2j" 15'-1j" 8j" B 2 9'-101" 9'-11„ 9'-1 j" 3" NATGUN CORPORATION ®� �� A DIVISION OF DN TANKS n TEAL ROAD 011it0 �aOF 0.80 MG WATER STORAGE TANK SOVAM m my-NMI DM Imm- I CATS HYANNIS/BARNSTABLE, MA (MAHER) lit. 'The Information contained ENGR: TIGHE & BOND c herein is the property of POCASSET, MASSACHUSETTS Natpun Corporation and may JOB No. 11 C313A not be duplicated, In whole or In part, used for other than WALL PANEL AND JOINT Intsmlal renew purposea, or disclosed to others, without the prior express wrkten 0M By ARM sow NTS ®wct raw 6.20 permission of Nat®un Corporation.° cam•sv HFR °ATE 9/7/11 SHEET �7 OF 9� � 4, DEEP KEYWAY 88 PRECAST CONCRETE WALL SLOT WALL PANEL MORTAR SEE DWGS. 12.00 NON-SHRINK AND 12.10 GROUT 1 2j" KEYWAY b: SEE o NOTE 1 2 •' 3" MAX. ° TYPICAL 3» i 0 8 SEE DWG. 4.10 FOR TYPICAL WALL PRESTRESS DETAIL WALL SLOT PLATE POLYSULFIDE—SEAL x 1 '-2" WIDE EACH SIDE 2 CX-24 MEADOW BURKE INSERTS WELDED TO WALL SLOT PLATE. STEEL DIAPHRAGM SPACE AT 1 '-0" o.c. NOTE: 1 . SANDBLAST WALL PANEL(2) SIDES PRIOR TO PANEL ERECTION. NA°T°GUN CORPORATION A DIVISION OF ONO TANKS 11 TEA R D O4i®0 t�10F A9,��c 0.80 MG WATER STORAGE TANK MgOMg �, �,►.ra®. Duaw. ascD. D�� HYANNIS/BARNSTABLE, MA (MAHER) ,� STIR . �RAl °tire htoematlon contained E N G R: T1 G H E & BOND herein Is the property of POCASSET, MASSACHUSETTS G Natgun Corporation and may JOB No. 11 038A not be duplicated, in whole or In part, used for other than WALL. SLOT DETAIL. intenrsi review purposes, or C� disclosed to others, without the prior express written Dww.BY ARM 80ALE NTS DWILNO. 6.30 pe"esion of Natpun Corporatlan.° OHO-BY HFR DATE 9/7/19 SFIEET 19 OF 1� 1 ^g" DOME RING PRESTRESS WIRE AND SHOTCRETE COVER 2 PLASTIC WHEEL CHAIR #4 REBAR D 2'-6"o.c. (2 ROWS) 133 REQ'D #4 D 24" o.c. SEE DETAIL "E" DETAIL „E„ 5—#5 CIRCUM. 1 —7' LAP TYPE 2 PRECAST J" PLASTIC CHAIRS DOME PANEL ® 4'-0"o.c. SEE DWG. 13.21 DOME RING CONCRETE " 12 1 CL. 2 1 31, x4" KEYWAY 4 DOME RADIUS = 105'—D" 1J"CL GROUND RELEASE 1'-3" �2„ LIFTING INSERT 2'-0" DOME REFERENCE LINE 2., 4„ . . 3 „ 7„ DESIGN LIQUID LEVEL J" 2„ 1#"CL. 7 " REINFORCING SEE DWGS. 12.00 STEEL AND 12.10. DIAPHRAGM TYPICAL WALL INSIDE TANK RADIUS = 41'-3" PRESTRESS DETAIL I Ail. SEE DWG. 4.10 PRECAST WALL PANEL SEE DWGS. 12.00, NOTES: AND 12.10. 1. TOP OF DOME RING AND DOME SLOTS SHALL RECEIVE A LIGHT BROOM FINISH. NATGUN CORPORATION A DIVISION OF Did TANKS 11OF TEAL ROAD MA 01660 0.80 MG WATER STORAGE TANK MA S M.W. DW Mm. ®Ara HYANNIS/BARNSTABLE, MA (MAHER) s 'The Wormatlon comalrod ENGR: nGHE & BOND herein Is the property of POCASSET, MASSACHUSETT'S e Nati;un corporation and may JOB No. 11 C38A ! not be duplicated, In whole or L In part, used tw other than ®®ME I Intemal review purposes, or NG dlsclosed to others, without r the prior express written oWIIL®v ARM 80ALE NTS °wa ram. 7.70 permission of Nate Corporation.® CHO.By HFR DATE �/7/1 y SHEET OF qS f I I� I 3'�• IQ_55' I 4'-55' S_'}4' I FLOOR/ENCASEMENT ; I 3'-0' JUNCTION 3'-5' 1'-0` I I \ •I----�---_y 'llll yy I _ fD 11 INTERIOR TANK FOOTING/ENCASEMENT .--- JUNCTION 175-5' - __ I I I I I j I I I 11--w _ 1-z.-6. 4j O �q` l p I I I I I I I EXTERIOR TANK OUTLET ' SEE DWG. 8.20 I I SERE RDING. 8.1.10 INLET INTERIOR TANK OUTLET 3'-6' 2'-3' 2'-3' Y�:3 - INTERIOR TANK INLET t 3'-6' SEE DWG. 8.25 SEE DWG. 8.15 P ENCASEMENT CORPORATION NATGUN A DIVISION OF DN TANKS TI TEAL ROAD �,NOFh9 �c WAKEFIELD, MA MUD S&VATOr �� 0.80 MG WATER STORAGE TANK MA S � �'° � °�" c DATEHIYANNI S/BARNSTASLE, MA (MAHER) FTrR SAL °The Information contained ENGR: TIGHE & BOND herein Is the property of POCASSET, MASSACHUSETTS r Nat®tm Corporation and may JOB NO. 11 C38A not be duplicated, In whole or In part, used for other than PLAN VIEW AT INLETS AND internal review purposes, or OULETS PIPE ENCASEMENT r t�3 j y t dfsolosed to others, without I I the prior express written ow'L" ARM BOAM P1dTS Dwp NO. 8.00 permission of Hat®In1 Corporation.° ORM.By HFR DATE 9/7/11 SHEET GOOF `?� NOTES: 1. REFER TO CONTRACT DOCUMENTS FOR PIPE REQUIREMENTS. 2. NO COATING ON PIPE WHERE IN CONTACT WITH CONCRETE 3. SEE DWG. 5.00 FOR TYPICAL FOOTING AND FLOOR REINFORCING. 4. ENCASEMENT TO BE 13'-6" WIDE AT THE BASE. SEE DWG. 5,05. 5. PROVIDE BOSTON CHAIRS ® 3'-0" o.C.em. TO SUPPORT FLOOR REINFORCING, SEE DWG. 5.10 DETAIL "C" BARS 2 & 3. (NOT SHOWN FOR CLARITY) 6. PROVIDE 1j' CLEAR DISTANCE BETWEEN THE PIPE AND FOOTING REINFORCING BY STRADDLING THE RADIAL FOOTING REINFORCING BARS ON EITHER SIDE OF THE PIPE AND DRAPING CIRCUMFERENTIAL FOOTING REINFORCING BARS OVER THE PIPE. 7. FIELD CUT REINFORCING THAT INTERFERES WITH PIPE AND PROVIDE 2" CL. B. INSTALLATION TORQUE FOR MJ TEE BOLTS TO BE BETWEEN 75-90 ft.—Ibs. 9. THE SOIL AROUND THE PIPE ENCAESMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 10. REFER TO CONTRACT DOCUMENTS FOR LEVELING..BASE SPECIFICATION, COMPACTION REQUIREMENTS, AND FOUNDATION PREPARATION. LEVELNG BASE MATERIAL SHALL BE PROVIDED BENEATH THE TANK FLOOR, FOOTING AND BOTTOM OF PIPE ENCASEMENTS. m b cn #4 DOWELS a 1'-0" O.C. PIPE SEE DWG. 8.05. DETAIL "G' RADIUS 38'-3" i FINISH FLOOR B" DIA. D.I.C.L PIPE PE x PE x 1'-2j"LG. 2'_0. W/2-1' HOLES PROVIDE 1 j" CLEAR 187 APART DISTANCE AROUND PIPE so. LIMP "SILT STOP" 1—#4 DOWEL SEE SEE NOTE 6. 6" 2" DETADWGIL F�.'8.05, 6" B" 2" 1'-4" 1'-3' - --- 3"CL I , 0' CONSTRUCTION JOINT 1'-0" MIN. FLEXIBLE 1 COUPLING 1 14—#4 DOWELS B" DIA. D.I.C.L SEE DWG. B.05. DETAIL 'F. MJ. x MJ "COMPACT" LEVELING BASE 1 (A=7j") 90' ELBOW SEE NOTE 10. LB" D.I.C.L PIPE P.E.xP.E. x 6'—B' LG. 2'-6- - RADIUS 44'-5" SECTION 1 .10 NATGUNI CORPORATION A DIVISION OF DN TANYES 11 TEAL ROAD WAKEFIELD, MA 011111110 �ZAOFA 10.130 MG WATER STORAGE TANK FEv.m oil amm. DA*M HYANNIS/BARNSTABLE, MA (MAHER) ;,AIVATE?RE ENGR: TIGHE & BOND WI DUES i". °The Information contained STRUCTURAL herein Is the property of POCASSET, MASSACHUSETTS Natpan Corporation and may .DOB No. 9 1 C38A not be duplicated, In whole or In part, used for other than SECTION AT EXTERIOR TANK Internal review purposes, or INLET disclosed to others, without �t3/rl the prior express written D1Nk By ARM VALE NTS DWQL MO. 8.1 permiasion of Natplm Corporation." cnom.ey HFR DATE 9/7/11 SHEET OF f?s� NOTES: 1. REFER TO CONTRACT DOCUMENTS FOR PIPE REQUIREMENTS_ 2. NO COATING ON PIPE WHERE IN CONTACT WITH CONCRETE. 3. SEE DWG. 5.00 FOR TYPICAL FOOTING AND FLOOR REINFORCING. 4. ENCASEMENT TO 13E 13'-6" WIDE AT THE BASE. SEE DWG. B.D5. 5. PROVIDE BOSTON CHAIRS O T—O" o.C.e.w. TO SUPPORT FLOOR REINFORCING_ SEE DWG. 5.10 DETAIL "C" BARS 2 & 3. (NOT SHOWN FOR CLARITY) 6. PROVIDE 11" CLEAR DISTANCE BETWEEN THE PIPE AND FOOTING REINFORCING BY STRADDLING THE RADIAL FOOTING REINFORCING BARS ON EITHER SIDE OF THE PIPE AND DRAPING CIRCUMFERENTIAL FOOTING REINFORCING BARS OVER THE PIPE. 7, FIELD CUT REINFORCING THAT INTERFERES WITH PIPE AND PROVIDE 2'• CL. B. INSTALLATIQN TORQUE FOR MJ TEE BOLTS TO BE BETWEEN 75-90 ft.—Ibs. 9. THE SOIL AROUND THE PIPE ENCAEEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. m 10.REFER TO CONTRACT DOCUM[EIM FOR LEVELING BASE SPECIFICATION, COMPACTION Pi, + REQUIREMENTS, P B AND DATH THE TANK FIFLOOR, FOOTING OUNDATION PREPARATION. � M G BASE OFT PIPE ERPAL SHALL '4 DOWELS ENCASEMENTS. O 1•-0" O.C. SEE DWG. 8.05, PIPE DETAIL "G" ? RADIUS = 28'-3" 8" DIA. D.I.C.L PIPE 1 FINISH FLOOR I t PE x PE x 1'—Zj"LG. f 2'-0" W/2-1" HOLES O PROVIDE 11" CLEAR 150' APART DISTANCE AROUND PIPE SQ. SUMP "SILT STOP" 1—E4 DOWEL SEE NOTE 6. SEE DWG. B_05, 6" 2" DETAIL "G" _ Z" —+ — — _ ---- _ _ -- --— -- --- 3"CL i 0" CONSTRUCTION 2•-8" JOINT 1'—[)- MIN. 1 FLEXIBLE 1 COUPLING 14—Q4 DOWELS ;r+� r;,-•� �. SEE DWG. 8.05, .� :rk:i t � DETAIL "F" DIA. D.LC.L 1—0"t MJ. x MJ "COMPACT" LEVELING BASE (A=7j 90 ELBOW SEE NOTE 10. 8" D.LC_L PIPE � P.E.xP.E x 18•-8" LG. 2—8 SECTION 1 RADIUS 44•-5" 8.15 0.80 MG WATER STORAGE TANK CC�Afp�� HYAN N IS/BARN STABLE, MBA (MiAHER) 54 Rev.ra. DWN. cxem. DATE ENGR: TIGHE & BOND POCASSET, MIASSACHUSETTS NA'TGUN CORPORATION .JOB N®" 11038A ,c o A DIVISION OF DN TANKS 11 TEAL ROAD 1AIAKEFIELD, FAA Olga® emu'm # SECTION AT INTERIOR TANK 'The Information contained herein Is the property of Natgun INLET sit�� Corporation and may not be duplicated, In whole or In part, used for other than Internal review purposes, or dlsolosed to others, Dw1�BY ARM �� NTS Dwt�� 8.15 �. without the prior express Written permission of Notgun Corporation.• clam sr HFR DATE 9/7/11 SHEET a$OF �; NOTES: 1. REFER TO CONTRACT DOCUMENTS FOR PIPE REQUIREMENTS. 2. NO COATING ON PIPE WHERE IN CONTACT WITH CONCRETE. 3. SEE DWG. 5.00 FOR TYPICAL FOOTING AND FLOOR REINFORCING. 4. ENCASEMENT TO BE 13'-6" WIDE AT THE BASE. SEE DWG. am. 5. PROVIDE BOSTON CHAIRS ® 3'-0" o.c.e.w. TO SUPPORT FLOOR REINFORCING. SEE DWG. 5.10 DETAIL "C" BARS 2 & 3. (NOT SHOWN FOR CLARITY) 6. PROVIDE 1j" CLEAR DISTANCE BETWEEN THE PIPE AND FOOTING REINFORCING BY STRADDLING THE RADIAL FOOTING REINFORCING BARS ON OTHER SIDE OF THE PIPE AND DRAPING CIRCUMFERENTIAL FOOTING REINFORCING BARS OVER THE PIPE. 7. FIELD CUT REINFORCING THAT INTERFERES WITH PIPE AND PROVIDE 2" CL. 8. INSTALLATION TORQUE FOR MJ TEE BOLTS TO BE BETWEEN 75-90 ft.-Ibs, 9. THE SOIL AROUND THE PIPE ENCAESMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. h0. REFER TO CONTRACT DOCUMENTS FOR LEVELING BASE SPECIFICATION, COMPACTION' REQUIREMENTS, AND FOUNDATION PREPARATION. LEVELING BASE MATERIAL SHALL BE PROVIDED BENEATH THE TANK FLOOR, FOOTING AND BOTTOM OF PIPE ENCASE RENTS. a _ o cn #4 DOWELS ® 1'-0" D.C. PIPE SEE DWG. S.D5, DETAIL "G" RADIUS = 38'-3" CONSTRUCTION JOINT i FINISH FLOOR 12" DIA. D.I.C.L. PIPE PE x PE x 1'-2j"LG. PROVIDE 1 j" CLEAR 2-O. I B0' APARTOLES DISTANCE AROUND PIPE SQ. SUMP144 DOWEL SEE NOTE 6. 6" I 2" SILT STOP" SEE DWG"G. 8.05, --- - 6" 8" i 2" V-7" �_ -- - - _� - - ----- 3'CL. 0" 2'-6" 1 1'-0" MIN. FLEXIBLE COUPLING 1 14-#4 DOWELS- 9 - " t SEE DW . 8.05, ::: r :E:wT'� 'i;'; r: DETAIL "F' " "_.s^ * 12" DID D.I.C.L. 1'-0"f MJ. x J "COMPACT" LEVELJNG BASE (A=IOf� 90' ELBOW SEE NOTE 10. 12" D.I.C.L PIPE P.E.xP.E. x 6'-5} LG. RADIUS = 44'-5" SECTfON a.2a TGUNCORPORATION CORPOR TIOAa"4 A DIVISION OF DN TANKS EC MA 01890 0.80 IVIES WATER STORAGE TANK ht�AROUES b� �V.PPa. Dwrit orsco. oAr> HYANNIS/BARNSTABLE, MA (MAHER) Cyr SMUCTil& two the Information contained ENGR: TIGHE & BON® .' herein is the property of POCASSET, MASSACHUSETTS Na*m Corporation and may JOB No. 11 C38A not be duplicated, In whole or In part, used far other than S E C`f I O N AT EXT E R I O R TANK Internal review purposes, or OUTLET /r zf 1 disclosed to others, without the prior express written owx By ARM SCAU NTS awa N0. E.20 permission of Natpun Corporation." ®v HFR DATE gR/T 1 ISHEET9'1 OF"::� NOTES: 1. REFER TO CONTRACT DOCUMENTS FOR PIPE REQUIREMENTS. 2_ NO COATING ON PIPE WHERE IN CONTACT WITH CONCRETE. 3_ SEE DWG. 5.00 FOR TYPICAL FOOTING AND FLOOR REINFORCING. 4. ENCASEMENT TO BE 13'-6" WIDE AT THE BASE, SEE DWG. 8,05, 5. PROVIDE BOSTON CHAIRS O 3'-0" o.c.e.w. TO SUPPORT FLOOR REINFORCING_ SEE DWG. 5.10 DETAIL "C" BARS 2 & 3. (NOT SHOWN FOR CLARITY) 6. PROVIDE 11" CLEAR DISTANCE BETWEEN THE PIPE AND FOOTING REINFORCING BY STRADDLING THE RADIAL FOOTING REINFORCING BARS ON EITHER SIDE OF THE PIPE AND DRAPING CIRCUMFERENTIAL FOOTING REINFORCING BARS OVER THE PIPE. 7. FIELD CUT REINFORCING THAT INTERFERES WITH PIPE AND PROVIDE 2" CL 8. INSTALLATION TORQUE FOR MJ TEE BOLTS TO BE BETWEEN 75-90 ft.—Ibs. 9. THE SOIL AROUND THE PIPE ENCAESMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE CONTRACT 10.REFER CONTRACT DOCUMENTS.DOCUMENTSFOR LEVELING BASE SPET�FICAT10N, COMPACTION REQUIREMENTS. AND FOUNDATION PREPARATION. LEVELING 80.4E MATERIAL SHALL BE #4 DOWELS PROVIDED BENEATH THE TANK FLOOR. FOOTING AND BOTTOM OF PIPE ENCASEMENTS. O € SEE DWG. 9.05, PIPE DETAIL "G" RADIUS = 26'-3" CONSTRUCTION JOINT I FINISH FLOOR i 12" DIA. D.I.C.L. PIPE PE x PE x 1'—ZI"LG. 2t0" W/2—I- HOLES O PROVIDE 11" CLEAR 180' APART DISTANCE AROUND PIPE 50. SUMP "SILT STOP" DOWELS 2" SEE NOTE 6. SEE DWG. B.05. s^ DETAIL "c" 6" 1'-3" -- -- 1'—17" ct— — — — — — -- — -- -- — — 3"CL 1'-0" MIN. FLEXIBLE 1 COUPLING 1 14--#4 DOWELS =j:: 12" DIA D:LC.4 SEE OWG. 8.05, _rti :a':s- DETAIL "F" Mi. x t(�J "COMPACT 41'-0't (A=10}1 90' ELBOW LEVELING BASE SEE NOTE 10. 12" D.I.C.L PIPE 2'-8" P.E.xP.E. x 1 B'-4}LG. RADIUS = 44'-5" SECTION 1 8.25 0.80 MG WATER STORAGE TANK HYANNIS/BARNSTABLE, MA (MAHER) CQ REV.ND. DVRL cam. DATE ENGR: TIGHE & BON® P� % NATGUN CORPORATION PooASSET, MASJOB N® TC38A Q r Q A DIVISION OF DN YANKS TiA� ROAD E o WAKIFIELD, MA QT®fifl SECTION AT INTERIOR TANK 'The Information contained heroin is the property of Natoun OUTLET y� Corporation and may not be duplicated, In whole or in part, used Sai3 DWK BY ARMEIDA71E NT S Dwcm NO. E"25 for other than Internal review purposes, or dlsdoaod to others, WV®� without the prior express written permission of Natgo Corporation" CNW.8Y HFR9/7/11 SHEET __>SOF qS NOTES: 1. REFER TO CONTRACT DOCUMENTS FOR PIPE REQUIREMENTS." 2. NO COATING ON PIPE WHERE IN CONTACT WITH CONCRETE. 3. SEE DWG. 5.00 FOR TYPICAL FOOTING AND FLOOR REINFORCING. 4. ENCASEMENT TO BE 2'-0" WIDE AT THE BASE. SEE DWG. B.40. 5. PROVIDE BOSTON CHAIRS ® 3'-0" o.c.e.w. TO SUPPORT FLOOR REINFORCING. SEE DWG. 5.1 D DETAIL "C" BARS 2 & 3. (NOT SHOWN FOR CLARITY) S. PROVIDE 1}" CLEAR DISTANCE BETWEEN THE PIPE AND FOD7ING REINFORCING BY STRADDLING THE RADIAL FOOTING REINFORCING BARS ON EITHER SIDE OF THE PIPE AND DRAPING CIRCUMFERENTIAL FOOTING REINFORCING BARS DVER THE PIPE 7. FIELD CUT REINFORCING THAT INTERFERES WITH PIPE AND PROVIDE 2" CL, B. INSTALLATION TORQUE FOR MJ TEE BOLTS TO BE BETWEEN 75-90 ft.—Ibs. 9. THE SOIL AROUND THE PIPE ENCAESMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 10. REFER TO CONTRACT DOCUMENTS FOR LEVE MO BASE SPECIFICATION, COMPACTION REOUIREMENTS, AND FOUNDATION PREPARATION. LEVELING BASE MATERIAL SHALL BE PROVIDED BENEATH THE TANK FLOOR, FOOTING AND BOTTOM OF PIPE ENCASEMENTS. fL PIPE m I _. RADIUS 38'-3" #4 DOWELS ® 1'-0" O.C. SEE DWG. 8.05, 3'-6"0 DETAIL "G" SLOPE TO SUMP CONSTRUCTION JOINT SEE NOTE 6 FINISH FLOOR 1'-6" PROVIDE t ' CLEAR SQ. SUMP 3—#4 DOWEL SEE DWG. B.05, DISTANCE AROUND PIPE DETAIL "G" SEE NOTE S. i 5" 1 f-i- 6" 2" g 3" 1'-3" 1 e V- 3"CL FLEXIBLE51 O" COUPLING 4#4 DOWELS :.:;:.. SE DWG. 8.05, .x+i;�" DETAIL F j'. I;" t 6" DIA. D.I.C.L. M.J. x M.J. "COMPACT" 6" DIA, D.I.C.L. PIPE P.E.x-P.E.x 6'-8"LG. (A=fi}� 90' ELBOW LEVELING BASE 1'—D"t SEE NOTE 10 6'-6" 1'-11" RADIUS 44'-5" RADIUS = 37'-11' SECTION 1 8.30 ATGUN CORPORATION �� A DIVISION OF ®NO TANKS 11 WAE f31ROADA 01880 JhkOF 0.80 MO WATER STORAGE TANK , ITV.NO. DWN. moo. DATEHYANNIS/BARNSTABLE, MA MAHER SALVWC d MAIRnUES L °The Information contained ENOR: TICHE & BON STRUCTURAL -o en hereln Is the property of POCASSET, MASSACHIJSETTS Natgut Corporation and may JOB No. 11 C38A .� not be duplicated, In whole or In part, used for other than SECTION AT EXTERIOR TANK Internal review purposes, or DRAIN disclosed to others, without i ff the prior express written owta By ARM 80ALE NTS nwa NO. 8"30 perndesion of Natgun Corporation.* By HFR aA1E g�/11 SHEET26 OF 15' 1,. NOTES' 1. REFER TO CONTRACT DOCUMENTS FOR PIPE REQUIREMENTS. 2. NO COATING ON PIPE WHERE IN CONTACT WITH CONCRETE. 3. SEE DWG. 5.00 FOR TYPICAL FOOTING AND FLOOR REINFORCING. 4. ENCASEMENT TO BE 2'-0'WIDE AT THE BASE. SEE DWG. 0.40. 5. PROVIDE BOSTON CHAIRS O 3'-0" O.C.e.W.TO SUPPORT FLOOR REINFORCING. SEE _ DWG. 5.10 DETAIL'C' BARS 2 & 3. (NOT SHOWN FOR CZAR" 6. PROVIDE 1}"CLEAR DISTANCE BETWEEN THE PIPE AND FOOTING REINFORCING BY STRADDLING THE RADIAL FOOTING REINFORCING BARS ON EITHER SIDE OF THE PIPE AND DRAPING CIRCUMFERENTIAL FOOTING REINFORCING BARS OVER THE PIPE 7. FIELD CUT REINFORCING THAT INTERFERES WITH PIPE AND PROVIDE 2' CL 8. INSTALLATION TORQUE FOR MJ TEE BOLTS TO BE BETWEEN 75-90 ft.—Ibo. B. THE SOIL AROUND THE PIPE ENCAEEMENr SHALL BE COMPACTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 10.REFER TO CONTRACT DOCUMENTS FOR LDF HO M SPECIFICATION. COMPACTKMN BE PR B1ERTN TANK FLOM F FOUNMION FOOU ING LEVELING BASE MATERIAL SHALL FJNCASEMENT& PIPE • m DOWELS I RADIUS = 26'-3" A �1 1'-0" o.c. SEE DWG. 8.05, 3'-6"0 DETAIL'G" SLOPE TO SUMP CONSTRUCTION JOINT SEE 1(OlE 6 FINISH FLOOR 50. SUMP 3—#4 DOWEL PROVIDE 11' CLEAR I SEE DWG. 8.05. DISTANCE AROUND PIPE DETAIL'0' SEE NOTE S. I 6" 2. 3"CL G. FLEXIBLE 0 1'-0'MIN. COUPLING J C 6' DT0. D.60.L M.J. 4-44 DOWELS ,._O.t 6' DIA. D.I.C.L PIPJE x M.J 'COMPACT" SEE DWG. 8.Q5. P.E>< P.Eac 78'-7� LG. (A-6j) 90 ELBOW DETAIL "F' LEVELING BASE 17'-71" SET: NOTE 10 RADIUS = 44'-5" RADIUS — 25'-11" SECTION 1 8.35 O.BQ.MG WATER STORAGE TANK HYANNIS/BARNSTABLE, MA (MAHER) FEv.m nTNYhL cam. DATE ENGR: TIGHE & BON® ca POCASSET, MASSACHCJSET7'S BVATGUN CORPOR,� TION JOB No. 11 C38A A DIVISION OF DN `1t'NA14KS 5 � AD1 OAK ®. 0180 SECTION AT INTERIOR TANK 'The Information contained herein Is the property of Hatoun ®RAIN Corporation and may not be duplicated, in whole or in part, used for other than Internal review purposes, or disclosed to others, Dm By ARM ecALE NT3 Dwca P1°' 8.35 without the prior express written permission of Natgls, Corporatlom* D'By HFR DATE 9/7/9 1 SHEET :2-7 OF c S -FINISH FLOOR PIPE 6" DIA. D.I.C.L. PIPE #4 DOWELS CONSTRUCTION SEE DETAIL "G" JOINT ON DWG. 8.05 NBASE -0 12'-1 4'—#4 DO1EVENLY 3"CL. SEE DETAON DWG.LEVELINSEE NO . SECTION 8.40 NOTES: 1. FLOOR AND FOOTING REINFORCING NOT SHOWN FOR CLARITY. 2. THE SOIL AROUND THE PIPE ENCASEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 3. REFER TO CONTRACT DOCUMENTS FOR LEVELING BASE SPECIFICATION, COMPACTION REQUIREMENTS, AND FOUNDATION PREPARATION. LEVELING BASE MATERIAL SHALL BE PROVIDED BENEATH THE TANK FLOOR, FOOTING AND BOTTOM OF PIPE ENCASEMENTS. 0.80 MG WATER STORAGE TANK HYANNIS/BARNSTABLE, MA (MAHER) rv.too. DVRL croam. uAM ENGR: TIGHE & BOND ,y POCASSET, MASSACHUSETTS NA'1 GUN CORPORATION JOB No. 11 C38A A DIVISION OF DN TANKS fl TEAL ROAD RD M/AKEFIELD, MA 01880 "The informatlon contained herein is the property o1 Natgun EN® SECTION AT ®RAINS for other than Corporation and r t be duplicated, In whole or i part,review purposes, or 09closed t others, oWK By ARM OCALE NTS owGL Nm 8.40 lwhhout the prior express written permission of N®tgun Corporation' BY HFR DATE 9/7/11 SHEET-2�6 OF `lS- NOTES: 1.REFER TO CONTRACT DOCUMENTS FOR PIPE REQUIREMENTS. III 2.ND COATING ON PIPE WHERE N CONTACT WITH CONCRETE. 10'DL4 D.LC.L PIPE 3.BOTH WALL PIPES SHALL BE INSTALLED WITH TOP TM BOLT HOLES STRADDLING THE ft TAPPED FTGx P.E. OF THE PIPE SEE PIPE DETAIL 4.CONNECT EXTERIOR FUG. PIPE ID TAPPED FLANGE USING j'-9 x 211IG. FULLY THREADED S.S. CAP SCREWS (12 REQUIRED PER CONNECTION) (24 REQUIRED TOTAL). B0'TYP.S.PROVIDE FULL FACED RED RUBBER GASKETS WITH 1D.-10'AT FLANGE CONNECTIONS. - S.INSTALLATION TORQUE FOR MJ TEE BOLTS TO BE BETWEEN 75-90 tt.-Ibo. 7.INSTALLATLON TORQUE FOR FLANGE BOLTS TO BE 90 R-Ibo. -13 STEEL HUT TWELDED O PIPE AS SHOWN r-1 ,TEEL 6 REQUIRED CAP SCREW END VI[1N 6 REQUIRED 1�]PE DETAIL TOP OF PRECAST WALL PANEL I�2-3• I I DESIGN LIQUID LEVEL t 1 - 9AS I 9.t0 I 3'-0. ECCENTRIC WEIR CONE E3R DONE SEE DWG. 9A5 FORMED IN CONCRETE ECCFORMED IC INCOONCRErE FOR FORCINNG MA REDS FOR ENCASEMENT RS I SEE OWG. 9.10 REINFORCING DETAILS 2 I IVO D.I.C.L PIPE 2 IVO DU.CL. PIPE 16'TAPPED LGD.x P.E.PIPE e,Q5 I P.Ex P.£.x T-Bj1G. i FLG.x P.Ex Y-5'LG. TAPPED F1G.x P x 11'I.G. WITH WELDED NUTS-SEE PIPE 2'-0' I DETAIL AND NOTES 3 dr 4. 10'DLA. DJ.CL. T-5' IV DN. D.LC.L PIPE M.J.x RUN TAPPED M.J. 10'Dl4 O.LCY PIPE 1'-2' ALONG RUN "COMPACT' 11 TAPPED F13, z TAPPED FLG. z FLG.x FIG. x 1•-s• LG. 1'-9'LA.W/ 1%J'THICK WALL SEE NOTE 4. TEE-D9s'J'do'H'=7i' COLLAR WELDED TO PIPE 4z4 S.S.S MESHFLANGES ( RETAINER GLANDBETWE I SEE NOTES 2dt3. 10'0 DL.C.L PIPE I 10'CIA. DJ.C.L. IV DIA DJ.C.1 I F1G.z P.Ex 5'-0}1G. FLO, x FIG. 9O FLG. x FLG, 97 ELBOW TOTAL LENGTH 9' EU30W'SHORT 'SHORT RADIUr our-To-OUT RADIUS' rc- - -- — - — — — OVERFLOW BOX SEE DWG. 9.30 -A' ADM SEAL201) ADEKA SEAL iP-201) (P- ALL AROUND PE ALL AROUND PIPE 2'-0- SEE DWG. 2.20 10'6 DLC.L PIPE FLG.xFLG.x 2'-0'L.G.TOTAL LENGTH OUT-TO-OUT WI ATTACH TO WALL PIPE USING 12-4'-BxW I.G. SAL CAP SCREW ,�. 10'05.S. EXPANSION JOINT BELLOWS FLO.x FL 2.x 1•-2%11. FLANGES TO BE 150! ANSI REINFORCED CONCRETE BY U.S. BEllm, INC SPLASH PAD (BY OTTERS) "',-CONCRETE PIPE SUPPORT AND PIPE STRAP i REQUIRED SEE DWOS.9.40 de 9.50 SECTION t 9.OD A DIVISION OF DN TANKS 11 TEAL ROAD WA[EFIRD, MA 01800 gt1OF , 0.80 MG WATER STORAGE TANK ssivA�or�r G'¢ F� 1� IA V.NO. DWX 0 . DATE FYANNIS/SARNSTABLE, A (MAHER)' � UUM UCS ;n '71e Information contained EN Ca R: TI i��l E H� BOND S3'REfCTURAL --1 herein is the property of POCASSET, MASSACHUSETTS Z ro hNatgun Corporation and may JOB No. 11 C38A not be duplicated, In whole or In part, used for other than SECTIONS AT OVERFLOWS tMemai review purposes, or disclosed to others, without the prior express written Dw@L BY ARM NTS Dwa T� 9,00 permission of NatW SHEET �T rip I Corporation' om-BY HFR DATE 9/•py/1 1 SHEE 1 d I OF 9 S ECCENTRIC WEIR FORMED IN CONCRETE �a 1} "A" CL. 4"CHAMFER (TYP.) 9.p DIM MIN. TYP. DIM "Bp' #4 REBAR SEE CHART 1 DETAIL "H" 2 —11 2—#4V. TIE BARS SEE SECTION BELOW CHART 3 BAR DIM"A" DIM"B" # REQ'D 1 3'-4" 1'-8" 2 Q, 1'-2" 2 2'-9" 1'-5" 2 3'-4" #4 DOWELS 12"o.c. EACH SIDE LAP 9" SEE DETAIL "H" SECTION 1 f 9.05 4" EMBEDMENT #4 "U" BARS ® 12"o.c. SEE DETAIL "1" #4 REBAR #4 "U" BARS 15 REQ'D CAD 24"o.c. SEE DETAIL "I" 0�� iCHAMFER (TYP.) DETAIL "I" 2—#4V. 1," CL. TIE BARS MIN. TYP. 3—#4V. EACH SIDE x 12'-1"LG. x 12'-1"LG. 9 REQUIRED TOTAL) 2'-0" FIELD BEND VERTICAL BARS AT WEIR) SECTION 2 9.05 NATGUN CORPORATION A DIVISION OF DN TANKS _ 11 TEAL ROAD WAKEFIELD, MA 018®0 0.80 MG WATER STORAGE TANK . r v.rdD owu ORD. Dam HYANNIS/BARNSTABLE, MA (MAHER) f R0UM0 "The Information contained ENGR. TIGHE & BOND RUCTURAL herein Is the property of POCASSET, MASSACHUSETTS No.;s5s23� Natpwr Corporation and may JOB NO. 1 1 C38A not be duploated, In whole or In part, used for other than EXTERIOR TANK Internal review purposes, or OVERFLOW SECTIONS disclosed to others, without the priorexpreas written Dw'L By ARM WALE NTS Dwe tom. 9.05 permission of Nstgo !3 !! Corporation., cAe0'a' HFR DATE 9/7/1 1 SHEET 10 OF 15 ECCENTRIC WEIR FORMED IN CONCRETE DIM "A" 52' EMBED. MIN. �., 3"CHAMFER (TYP.) 12 CL. 4 #4 REBAR DIM "B" MIN. TYP. SEE CHART 4 :6-� 7 DETAIL "J" 2'-11" CHART 4 BAR DIM"A" DIM"B" # REQ'D 1 3'-4" 2'-3" 1 2 2'-10" 1'-10" 1 • a• 11" 3 2'-5" 1'-5" 1 a� 2, RAMSET EPCON C6 SYSTEM @ 12"o.c. DRILL 5"DIA.x 6" HOLE FOR NEEDLE SECTION 1 #4 REBAR SEE DETAIL "J" y SCALE INSIDE 9 10 LOCATE FIRST BAR 10" DOWN ENCASEMENT FROM TOP OF WALL PANEL TO ENHANCE RAMSET EPCON C6 BON SYSTEM ® 12"o.c. 2'-2" 52" EMBED. MIN. DRILL 8 DIA.x 6" HOLE FOR #4 REBAR SEE DETAIL "K" 4�CHAMFER (TYP.) #4 REBAR 10 REQ'D DETAIL "K" q" C L. MIN. TYP.� 3—#4V. EACH SIDE x 9 REQUIRED TOTAL) NEEDLE 1 —10 FIELD BEND VERTICAL BARS AT WEIR) SCALE INSIDE ENCASEMENT TO ENHANCE BON SECTION 2 9.1 d ATGUN CORPORATION a A DIVISION OF ®Id TANKS 1101V TEAL ROAD MA 01880 0.80 MC WATER STORAGE TANK EACVATCRE G o oA7E HYANNIS/BARNSTABLE, MA (MAHER) MARL S 'The Information contained ENGR: TIGHE & BOND Z STfIUC7URAL herein Is the property of POCASSET, MASSACHUSETTS Natgun Corporation ad may JOB No. 1 1 C38A I not be duplicated, In whole or In part, used for other. than INTERIOR TANK Internal review purposes, or OVERFLOW SECTIONS disclosed to others, without the prior express written awx ay ARM eat NTS owa�. 9.10 g�13f l f permisslon of Natpm Corporation' c"Ku•aY HFR owTc 9/7/t 1 SHEET 3 I OF q� FLANGE HUB WHICH HAS BEEN THREADED AND EPDXIED TO THE PIPE TAPPED HOLES IN FLANGE 10" DIA. D.I.C.L. PIPE CUT A 1'-0 2 DIAMETER HOLE 10" DIA. D.I.C.L. PIPE IN THE DIAPHRAGM TO INSERT PIPE THROUGH 8N-9 x 24" LG. 4"-13 STEEL NUT WELDED TO PIPE 6 REQUIRED—SEE DWG. 9.00 S.S. CAP SCREW 12 REQUIRED "-13x3"LG.STEEL CAP SCREW POLYSULFIDE SEAL 6 REQUIRED—SEE DWG. 9.00 BETWEEN SHOTCRETE ADDITIONAL POLYSULFIDE ON WIRE COVER AND � THE INSIDE OF THE DIAPHRAGM STRESS PLATE 4�MAXIMUM THICKNESS POLYSULFIDE SEAL SHOTCRETE BETWEEN DIAPHRAGM COVERCOAT AND FLANGE (APPROX.f THK.) PRECAST WALL PANEL OVERFLOW STRESS PLATE STEEL DIAPHRAGM SEE DWG. 14.00 SEE DWG. 4.10 FOR TYPICAL WALL PRESTRESS DETAIL ATGUN CORPORATION A DIVISION OF DN TANKS ALR®AD�AE ®>sise® t+ t>;oFas,�,� 0.80 SAG WATER STORAGE TANK Sd1ATOpE �G s FEV.NO. DOL CHO. DATE HYANNIS/BARNSTABLE, ROTA (MAHER) MAROUFS 'The Information contained E N G R: TI G H E & BOND STRtICTML c> herein is the property of POCASSET, MASSACHUSETTS Nat®un Corporation and may JOB No. 1 1 C38A Q In be I ®r part used for duplicated, whole PIPE/DIAPHRAGM/STRESS PLATE ® Internal review purposes, or CONNECTION DETAIL disclosed to others, without the prior express written DwN er ARM NTS Dwai Na .9.�® permission of Mum Ccrporatlon.' c •By HFR DATE 3/7/11 SHEET 3� OF f r 1-14" CONCRETE #4 TIE BAR RAMSET EPCON C6 EPDXY PIPE SUPPORT 10 REQUIRED ADHESIVE SYSTEM 2j" TYP. DRILL fDIA.x 4f HOLE FOR r®®- ----A #4 REBAR x 8'-1O"LG. 4 REQUIRED -----� 1'-7�" 2'-0° #4 TIES ® 10"o.c. 3-�, i SEE DETAIL "L° 1�^ -----i 1'-0° r.L---- CL =---- 1 GRIND EDGES--------- DGES I I 2j" Typ' DETAIL "L" (TYPICAL) TOP CONCRETE PIPE STRAP 2' 0" PIPE SUPPORT SEE DWG. 9.50 1'-6" S.S. WEDGE ANCHORS O.D. OF 10"0 SEE DWG. 9.50 D.I.C.L. PIPE 9" (O.D.=11.1") TOP OF SUPPORT it �2"CL 2"CL 1j"CL INSTALL POLYETHYLENE BETWEEN THE PIPE AND CONCRETE AS A BONDBREAKER SEE NOTE 4. 10" #4 TIES 0 10"o.c. SEE DETAIL "L' RAMSET EPCON C6 EPDXY ADHESIVE DRILL fDIA.x 4-f HOLE FOR FINISH FLOOR A #4 REBAR x B'-10"LG. 4 REQUIRED PER SUPPORT 1 1 EI I " FRONT 1 NOTES:1 SUPPORT REQUIRED THIS TYPE SIDE g 40 2. PIPE SUPPORT CONCRETE VOL=0.95 C.Y. 3. PIPE SUPPORTS TO BE CAST AFTER PIPE HAS BEEN INSTALLED/PLACED IN FORM. 4. THE PIPE AND CONCRETE SHALL BE SEPARATED BY A POLYETHYLENE BONDBREAKER. THIS IS TO ALLOW THE PIPE TO EXPAND AND CONTRACT AS THE SEPARATE TANK WALLS TRANSLATE UNDER LOAD. ®® CORPORATION NATG A DIVISION OF DN TANKS 11 TEAL ROAD WAKEFULtD, IAA 01680 yc�+OFae 0.80 MG WATER STORAGE TANK �y >�stvAr .NO. DW Cm. DATE HYANNIS/BARN STABLE, MA (MAHER) c MARQUES °The information contained ENGR: TIGHE & BON® STRUCTURAL w herein is the property of POCASSET, MASSACHUSETTS lea. 23 Ptat®un Corporation and may JOB No. 11 C38A not be duplicated. In whole or In pert, used for other than INTERIOR TANK OVERFLOW I Mternal review purposes, or PIPE SUPPORT disclosed to others. without the prior express written owls sr ARM WALE NTS DWM NO. 9"40 pernrt don of tdatpue SHEET 3� OF ifs Corporatice 04a®Y HFR DATE 9/7/11 ! J 2" WIDE x 1 THICK 304 S.S. 4 8 DIA. HOLE FOR 1 " 3" 2 DIA. x 3 4 LG. S.S. WEDGE ANCHORS W/WASHERS AND % ELASTIC STOP NUTS (2 REQ'D TOTAL) MIN. EMBED. 2 4 4„ 3„ NOTE: 1 . 1 STRAP REQUIRED THIS TYPE. 0.80 MG WATER STORAGE TANK I.IYANNIS/BARNSTABLE, MA (MAHER) nev.NO. owK cam. omn ENGR: TIGHE & BOND o NATGUN CORPORATION PocAssET, MAssACHusETTs A DIVISION OF DNI TAN KS n TEAL ROAD JOB No. i I c38A $ m WAKEFIELD DA 01560 INTERIOR TANK OVERFLOW q1m Informatlon contained herein Is the property of Natem RIPE STRAP Corporation and may not be duplicated. In whole or In part. useci SCALE ®win rO_ w for other than Internal review purposes, or disclosed to others, owe By ARM NTS 9.50 without the prior express written permission of Nat®un Corporation.* CHKD'By HFR DATE 9/7/1 1 SHEET 3�OF f� HOLD OPEN BRACKET AND ARM 0 0 LIFTING HANDLE HOLE, TYP. 0 S.S. SPRING SUPPORT 0 4._0' NYSTROM HATCH 1 42" x 42" 10.Q0 El 0 0 e o �- PLAN VIEW PADLOCK HASP LIFTING HANDLE ALUMINUM COVER PLATE NOTES: 1. ALL ALUMINUM SHALL BE ISOLATED FROM CONCRETE BY A NEOPRENE GASKET. 2.COVER HATCH WITH POLYETHYLENE FOR SLAM LATCH PROTECTION DURING CONSTRUCTION. 3.LOCATE HATCHES AS SHOWN ON DWG, 1.10. 4.FOUR (4) HATCH RECIUIRED. 5.HATCHES TO BE SECURED TO DOME WITH 4-4"x3j" LG. 316 S.S. WEDGE ANCHORS EACH SIDE (11 REQ'D PER HATCH) B.OWNER TO PROVIDE PADLOCK AND KEYS. S.S. SPRING SUPPORT 7.SEE DWG. 10.20 FOR CONDUIT THROUGH HATCH HOLD OPEN BRACKET CURB DETAILS, MOUNT FLUSH WITH TOP OF FRAME " NEOPRENE GASKET SEAL ALL AROUND 's.. HASP 3" G FOR HATCH REINFORCING 6" . •. Op �N AND DETAILS SEE DWG. 13.71 >4 " SaVPgE 3'6 8 SECTION 1 TYPE 2 10.D0 DOME PANEL ®® NA°TGUN CORPORATION A DIVISION OF DN TANKS TI TEA I ROAD fMA 01850 0.80 MG WATER STORAGE TANK z. gttOF�i, t v.exi Dwrz OM. DATa HYANNIS/I3ARNSTAf3l.E, MA (IlAAFIE�i) SALVATOM y. 'The Information contained ENGR: TIGHE & SON MAwwr-S ;e+ herein Is the property of POCASSET, MASSAOHUSETTS li UCTURAL Natgo corporation and may JOB No. 11 C38A ® W$23 not be dupllostsd, In whole or In part, used for other than DOME HATCH internal review purposes, or disclosed to others, without the prior express written DWK BY ARMTff:59/7/1 NTS Dwa NM 10"00 permission of Natp m e 13 p/ Corporation.• gym.ay HFR1 SHEET3� OF el ALUMINUM VENT CAP 2424 316 S.S. SCREEN 1 4„WIDE x 4, THICK CONT. 60H 10—#4 ® 36'o.c. 3" CL• NEOPRENE GASKET SEE DETAIL "N" BETWEEN VENT AND CURB SEAL ALL AROUND 10i" •.4 " ft 1'-02 SECURE VENT TO CONCRETE 5—#4 CIRCUM. 6 1/2 x 33;4 LG. SEE DETAIL "M" S.S. WEDGE ANCHORS (6 REQUIRED) SECTION ELEVATION DIM "D" #4 REBAR #4 REBAR SEE CHART 1 10 REQ'D _. 1'-0" LAP 7„ DETAIL "M" 1 -o DETAIL "N" CHART 5 # REQ'D DIM "D" ALUMINUM VENT CAP 2 2'-7" 1 3'-7" 1 4'-7" 1 5'-7" i PLAN NATGUN CORPORATION" A DIVISION OF DN TANKS 11 TEAL 20AD WAKEFIELD, MA 016E0 e 0.80 MG WATER STORAGE TANK F ,A, .NO: DWX MO. DATE HYAIVI111S/BARIVSTABLE, MA (MAHER) c� ;AI.YATORE "The Information contained EN G R: TI G H E & BOND G g n+ herein Is the property of POCASSET, MASSACHUSETTS 3TRtf04lPRAd Natgun Corporation and may JOB No. 11 C38A not be duplicated, In whole or In pert, used for other than ®® � VENT4' Internal review purposes, or L disclosed to others, without the prior express written By ARM BCALE BITS Dwd 11 .®® permission of Natgun 9/13 f 11 Corporation.• c By HFR DAB 9R/11 SHEET 3°/ OF OK 2—#3H.x14'—B"LG. 7—#3H.0 36"o.c. TIE BARS FOR x 14'-8" LG. (L DOME SUPPORT 44" F.) 15-2 g"ARC DIM. BRACKET INSERTS 15'-1$ CHORD DIM. r7j- 2" i J. -------------------------------- - --- ------. " BAR "A" 2— 3V.x 4'-0" LG. SEE DWG. 12.20 a 0 KEYWAY TIE BARS O.F. #3 TIE BARS o EACH SIDE I I Z SEE DWG. 6.30 o p TYP. LIFTING INSERTS (4 REQ'D) SEE DWG. 12.30 15—#4V.0 12"o.c. x 21'-6" LG, 2—#4x 4'-0" LG. 441 ® EA. INSERT (INSIDE FACE) SEE DWG. 12.15 15—#4V. (INSIDE FACE) STEEL DIAPHRAGM f SAME REINF. AS ABOVE i0i i0 15—#4V.0 12"o.c. x 12'-0' LG. 1 " (INSIDE FACE) 1j"CL. COVER ON VERTICAL BARS SLAB BOLSTERS SEE NOTE 1. W/ TURNED UP LEGS 2—#3V.x 1'-6" LG. ® 5'-0" o.c. TYP. TIE BARS—O.F. PRECAST PANEL 1'-0" SEE DWG. 6.20 15—#4V. (INSIDE FACE) 2" TYP.--� ^ g 3" 4—#31-1.x 14'—B" LG. SECTION , 0 3"o.c. (OUTSIDE FACE) izoo NOTES: 1. WALL PANELS SHALL RECEIVE A RAKE FINISH 3. TYPICAL PANEL WT. = 8.80 TONS. (1/4" DEEP AMPLITUDES) FOR THE BOTTOM 4. TYPICAL PANEL VOL. = 4.34 CY. 1'-0" OF THE PANEL AND A HORIZONTAL LIGHT BROOM FINISH FOR REST OF THE PANEL 2. 15 PANELS REQUIRED THIS LAYOUT. 1 WITH TEMP. WALL OPNG. SEE DWG. 15.00. NATGUN CORPORATION A DIVISION OF ®N TANKS 0 TIAL2 0 S OI8®0 CF ,AA 0.80 MG WATER STORAGE TANK s�L�aTo o� REV NM avert. c a ear HYANNIS/SARNSTASLE, MA (MAHER) F A"R"C IES 4c�+ 'The Information contained ENGR: TIGHE & BOND STRUCTURAL � herein Is the property of POCASSET, MASSACHUSETTS Nat®rn Corporation and may JOB No. 11 C38A not be duplicated, In whole or In part, used for other than TYPE "An WALL PANEL Internal review purposes, or REINFORCING DETAILS disclosed to others, without c� the prior express written ®aura By ARM r 0ALrz NTS DWR NO. °� "®® permission of Natpun Corporation.' ate.By HFR DATE 9/7/11 SHEET gaOF qS' 2—#3H.x8'—B"LG. TIE BARS FOR 7—#3H.0 36"o.c. DOME SUPPORT x 8'-8" LG. (I.F.) 9'-1 "ARC DIM. BRACKET INSERTS 1'-2" 9'-12"CHORD DIM. 7j" 2 1 ----------- ------------- -------- --- -------- --------- ------- - - ----- BAR "B" SEE DWG. 12.20 a 0 SEE DWG. 9.10 FOR #3 TIE BARS o ADDITIONAL REINF. _ z FOR OVERFLOW TYP. LIFTING ENCASEMENT INSERTS (4 REQ'D) SEE DWG. 12.40 PRECAST PANEL SEE DWG. 6.20 22—�3V.x 4'-0" LG, 9—#4V. IE BARS O.F. (INSIDE FACE) 9—#4V.0 12"o.c. x 21'-6" LG. 2—#4x 4'-0" LG. 4 (INSIDE FACE) ® EA. INSERT SEE DWG. 12.15 STEEL 2p'-64" DIAPHRAGM SAME REINF: AS ABOVE 12e CL. COVER 9—#40 12"o.c. x 12'-0" LG. ON VERTICAL BARS 10" (INSIDE FACE) 9—#4V. (INSIDE FACE) SEE NOTE 1. 2—#3V.x V-6" LG. TIE BARS—O.F. _____ SLAB BOLSTERS W/ TURNED UP LEGS I, 0 5—0 o.c. TYP. I,;". 2" TYP. 4—#3H.x 8'—B" LG. SECTION , @ 3"o.c, (OUTSIDE FACE) — +2no NOTES: 1. WALL PANELS SHALL RECEIVE A RAKE FINISH 3. TYPICAL PANEL WT. = 5.28 TONS. (1/4" DEEP AMPLITUDES) FOR THE BOTTOM 4. TYPICAL PANEL VOL. = 2.61 CY. 1'-0" OF THE PANEL AND A HORIZONTAL 5. OVERFLOW PANEL WT. = 7.99 TONS. LIGHT BROOM FINISH FOR REST OF THE PANEL. 6. OVERFLOW ENCASEMENT VOL. = 1.21 CY. 2. 2 PANELS REQUIRED THIS LAYOUT. 1 WITH OVERFLOW SEE DWGS. 9.00 AND 12.12. NATGUN CORPORATION A DIVISION OF DN TJUMKS 11 TEAL ROAD 01880 0.80 MG WATER STORAGE TANK 1H01 44s � REV.W. otvX ono. DATE I-IYANNIS/BARNSTABLE, MA (MAHER) SALVAMFIE a °rho Information contained E N G R: TI G Ii E BOND UAR S� herein Is the property of P®CASSET, MASSACHUSETTSUCT1lSdAL e; Natpun Corporation and may JOB No. 11 C38A not be duplostaA In whole or In part, used for other than. TYPE "B" WALL. PANEL, Internal review purposes, or REINFORCING DETAILS 9y disclosed to others, without tits prior express written owX By ARM SCALE FATS DWA'M 12.10 permission of Natgun / ET �� Corporation.• cm-av HFR DA7E 9/7/11 SHE �S 2 INSIDE FACE OF PRECAST WALL PANEL o� - o ARC. DIM. 2—#4x5'-0"LG. 3" EACH SIDE, EACH FACE (16 REQ'D TOTAL) + } 3" OVERFLOW SEE DWG. 9.00 I 6„ r` I 00 BOTTOM OF PRECAST WALL PANEL 9 —1 ARC DIM. TYPE 'B" WALL PANEL NOTES: 1 . SEE DWG'. 1.00 FOR LAYOUT LOCATION OF OVERFLOW. 2. SEE DWG. 9.00 FOR OVERFLOW DETAILS. 3. FIELD CUT REINFORCING THAT INTERFERES WITH PIPE AND PROVIDE 2" CLEAR. NATGUN CORPORATION A DIVISION OF ®IN TANKS 11R1l TEA R MA OBi®0 ® 0.80 MG WATER STORAGE TANK ��ytHOFI�, � FEVI xa DWX am= DATE HYANIVIS/BARNSTABLE, MA (MAHER) t' ISS-A&VAT 'The Information contained ENGR: TIGHE & BOND RCit9 herein Is the property of POCASSET, MASSACHUSETTS Natgun Corporation and may JOB IV®. 11 038A not be duplicated In whole or In part, used for other than OVERFLOW LOCATION IN A Internal review purposes, or TYPE "B" MALL PANEL �g disclosed to others without the prior express written ffWX»v ARM ecAIS NTS twat.W. 112.12 3113111 permission of Natpn Corporabw orm.By HFR DATE 9/7/11 SHEET L'a0F 9 2—#4x4'-0"LG. @EACH INSERT \i ± MIN. CL. SWIFT LIFT INSERT 1 12.15 WIRE TIE 41 LEGS OF INSERT TO REBAR TOP VIEW PLASTIC ANTENNA REMOVABLE CONE VSURFACE OF CONCRETE BLOCKOUT MAIN LONGITUDINAL REINFORCING MAIN HORIZONTAL REINFORCING INSERT LEGS LOCATED ON THE LOWER y REENTRANT ANGLE -SECTION 1 STEEL DIAPHRAGM 12.15 NATGUN CORPORATION A DIVISION OF DN TANKS 11 TEAL ROAD WAKEFIELD, MA 01880 0.80 MG WATER STORAGE TANK SALVA111 E r+ev.W ors CKM ®Are HYANNIS/BARNSTABLE, AAA (MAHER) MARc3l9E& 'The Information contained E N G R: TI G H E & BOND STA L hereon is the property of POCASSET,' MASSACHUSETTS Natgun Corporation and may JOB No. 11 C38A not be duplicated. In whole or In part, used for other than REBAR DETAIL. AT Internal review purposes, or SWIFT LIFT INSERT disclosed to others, without /f�/) the prior express written eY ARM NTS °Mfg NO. '] 2. f permission of Natpun h Corporation." cm-By HFR DATE 9/7/1 1 SHEET 43 OF qa PRECAST WALL PANEL TYPICAL HORIZ. REBAR TYPICAL INSIDE SEE DETAIL BELOW. FACE REINF. #3 TIE BARS STEEL DIAPHRAGM TYPICAL WALL PANEL HORIZ. SECTION AT LIFTING INSERT LOCATION NOTE: SEE TABLE BELOW FOR BAR SIZE, V,W,X,Y,Z W �_X 6" DIMENSIONS AND DETAILS. Y v Z HORIZ. REBAR DETAIL HORIZ . REBAR TABLE BAR SIZE NUMBER V W X Y Z REQ D A #4 120 1j" 9j" 4'-0" 1J" 5'—B" B #4 16 0., 4j 2'-3° 2j" 3'-2" NATGUN CORPORATION A DIVISION OF DN TANKS 11 TEAL ROAD WAKEFIELD MIA 01080 Z`AOF 0.E0 MG WATER STORAGE TANK "M DATE HYAININ IS/BARN STABLE MA (MAHER) satva�a ,. EINGR: TIGHE & BOND MAMAS '�� °7'he Information contained 5 U MW RMAAL herein Is the property of POCASSET, IVBASSACHUSETTS ®� c Natgun Corporation and may .JOB No. 1 1 C38A not be duplicated. In whole or r In part, used for other than ti Internal review purpose@,_or TRANSVERSE LIFTING STEEL dksolosed to others, without p1/30 P the prior express written IA av AR 80� NTS owm NO. 12.20 ! ssion of Natgun Corporation.• .ay HFR DATE 9/7/11 SHEET °�I�'I OF j 15'-2, (ARC DIM.) 15'-1 r (CHORD DIM.) DOME RING INSERTS OUTSIDE FACE 2'-9" 2'-9" 2'-9" 2'-9" 2'-9" -' DIA. x 3" B-16 (9 REQUIRED)1 —0 �r 9 D 8ME SUP(6 REQUIRED) (TANDEM 8 oPc.) ' " B SPACES 0 1 T9F = 52 B'-6j" 3'-4- GROUND RELEASE LIFTING INSERTS I (4 REQUIRED) 7'-6" Ii 3'-10„ I I WALL BRACE INSERTS 4"DIA. x 3 2"LI-4R (2 REQUIRED) 13'-4j" 10'-0" 0 0 0 4'-1" 4'-1" 4'-1" 2"DIA. x 24"DEEP NOTES; HOLES-4 REQUIRED 1. 15 PANELS REQUIRED THIS LAYOUT. SEE NOTE 6. 1 WITH TEMPORARY WALL OPENING SEE DWG. 15.00. 2. FILL ALL INSERT HOLES WITH NON—SHRINK GROUT. 3. PROVIDE 2 NATGUN SHORT BRACES PER PANEL FOR TEMPORARY SUPPORT. (BRACE LENGTH=15'-6") 4. ALL INSERTS SHALL BE LOCATED ON THE INSIDE FACE EXCEPT AS NOTED. 5. INSERTS SHALL BE MANUFACTURED BY DAYTON SUPERIOR CONCRETE ACCESSORIES. 5. INSTALL FOUR (4) SIMPSON—STRONGTIE TITEN HD ANCHORS ( -y DIA x 6"LG.) PER PANEL IN THE f DIA. x 2 DEEP HOLES, (2" EMBEDMENT) -NATGUN CORPORATION A ®i1/ISI®M OF ®N '1'/1NKS 11 TEAL SAD tlVAICEFIELD MA 01800 y SALVaTCR& 0.80 MG WATER STORAGE TANK G MAROMS mv-NM owu cHm IDATE HYANNIS/BARNSTABLE, MA (MAHER) STt CT:BF AL CID "The information Contained E N G R: TI G H E & BOND ® � herein Is the property of POCASSET, MASSACHUSETTS te. Natpun Corporation and may JOB No. 11 C38 not be duplicated, In whole or In part, used for other than TYPE "A" WALL PANEL 131 f Internal review purposes, or INSERT DETAILS disclosed to others. without the prior express written Dww By ARM se'� NTS DWIL NO, 12.301 perndsslon of Natgun Corporation.' gym.By HFR DATE 9/7/11 SHEET I]S OF 61�_ i 9'-1 r (ARC DIM.) 9'-1 z (CHORD DIM.) 2'-6" 2'-6" 2'-6" 10„ DOME RING INSERTS Q.F. z DIA, x 3" B-16 (6 REQUIRED) 5 SPACES ® 1 -BB = B'-4' i. 9. �W DOME SUPPORT INSERTS 2 DIA. x3 T LP72 (4 REQUIRED) (TANDEM 8"o.c.) 5'-5j" 1'-10' WALL BRACE INSERTS 4�DIA. x 3-�-LI-4R 7,-6„ Ii (2 REQUIRED) I4'-5j^ tLr -2,-4- 20'-6j" GROUND RELEASE LIFTING INSERTS (4 REQUIRED) 13'-4k" 10-0* 0 0 NOTES: 2*DIA. x 2 4�DEEP 1. 1 PANEL REQUIRED THIS LAYOUT. HOLES-3 REQUIRED 2. FILL ALL INSERT HOLES WITH NON-SHRINK GROUT. SEE NOTE 6. 3. PROVIDE 2 NATGUN SHORT BRACES PER PANEL FOR TEMPORARY SUPPORT. (BRACE LENGTH=15'-6") 4. ALL INSERTS SHALL BE LOCATED ON THE INSIDE FACE EXCEPT AS NOTED. 5. INSERTS SHALL BE MANUFACTURED BY DAYTON SUPERIOR CONCRETE ACCESSORIES. 6. INSTALL THREE (3) SIMPSON-STRONGTIE TITEN 1`4D ANCHORS (f DIA.x 6"LG.) PER PANEL IN THE f DIA. x 2 f DEEP HOLES. (2" EMBEDMENT) NATGUN CORPORATION A DIVISION OF ®NI TANKS 11 TEAL ROAD �k®F WAKERE.C, MA 01880 0.80 MG WATER STORAGE TANK c}� SALVATORE ��G� WEv.M awa. OHM aAW HYAIl NIS/SARNSTASLE, MA (MAHER) mARf3UES ,cr UCTURAL + °The hrf6nnafton contalned ENCR: TIGHE & BOND .'5 y herein Is the property of P®CASSET, MASSACHUSETTS �a Nat®un Corporation and may JOB No. 11 C38A not be duploated, In whole or J l in part, used for other than TYPE "S" WALL PANEL Internal review purposes, or INSERT DETAILS { d closed to others, without the prior express written a BY ARM 8GALE NTS aw'L No- 12.40 permission of Nate corporation., aem.er FIFR DATE 9/7/11 SHEET LIB OF 9S 9'-1 r (ARC DIM.) 9'-12 (CHORD DIM.) 1'-6" 4'-6" 1'-6" 10" DOME RING INSERTS O.F. 2 DIA. x 3" 8-16 (6 REQUIRED) 5 SPACES 0 l'-86� = W-41 " 1 i. B" DOME SUPPORT INSERTS 2 DIA, 02 LP-2 (4 REQUIRED) (TANDEM 8"o.c.) BLOCK DOME PANEL ON ENCASEMENT 4Tt 1 ! OVERFLOW 5—5j" ENCASEMENT ) WALL BRACE INSERTS I 4"DIA. x 3 f Lh4R —6„ i I I (2 REQUIRED) I I 4'—5 " 2'—4„ I I 20'—Q" GROUND RELEASE— LIFTING INSERTS (4 REQUIRED) L_J 10,—0" o a S-6" NOTES: 2"DIA. x 24"DEEP 1. 1 PANEL REQUIRED THIS LAYOUT. HOLES-3 REQUIRED 1 WITH OVERFLOW SEE DWGS. 9.00 AND 12.12. SEE NOTE 6. 2. FILL ALL INSERT HOLES WITH NON—SHRINK GROUT. 3. PROVIDE 2 NATGUN SHORT BRACES PER PANEL FOR TEMPORARY SUPPORT. (BRACE LENGTH=15'-6") 4. ALL INSERTS SHALL BE LOCATED ON THE INSIDE FACE EXCEPT AS NOTED. 5. INSERTS SHALL BE MANUFACTURED BY DAYTON SUPERIOR CONCRETE ACCESSORIES. 6. INSTALL THREE (3) SIMPSON—STRONGTIE TITEN HD ANCHORS (2 DIA.x 61G.) PER PANEL IN THE rDIA. x 2 f DEEP HOLES. (2". EMBEDMENT) NATGUN CORPORATION A DIVISION OF DN TANVS 11 TEAL ROADWAKE ®1880 y��i$9TNOF� 0.80 MG WATER STORAGE TANK SALVATORE �� REV.NO DWX Coco• DATE j HYANNIS/BARNSTABLE, MA (MAHER) A11ARMJES ' ENGR: TIGHE & BOND iifiL � The information contained va herein Is the property of POCASSET, MASSACHUSETTS Natgun Corporation and may JOB No. 11 C38A not be d*RmdaA In whole or r, L In part, used for other than TYPE "S" OVERFLOW WALL PANEL Internal review purposes, or INSERT DETAILS 1 disclosed to others, without the prior express written Dm BY ARM OCAL6 NTS DW&N' 12.41 permission of Natgun corporation., ONO-BY HFR DATE 9/7/11 SHEET Lj� OF 15' NOTES: 1. SCREED RADIUS— 97'-0" 2. PANEL WT.= 4.09 TONS CHORD = 2'-22�1 3. PANEL VOL.— 2.02 CY. 4, SEE DWG. 13.15 FOR PLACEMENT OF THE ARC = 2'—,3 FIRST AND LAST TWO HORIZONTAL REBARS AND LIFTING INSERT DETAILS. 5. HORIZ. BARS .LAID OUT AT CENTER "ram OF DOME PANELS. 6. DOME PANELS SHALL RECEIVE A RADIAL LIGHT BROOM FINISH. 7. EIGHT (8) PANELS REQUIRED THIS LAYOUT, S PLASTIC'NSHEART TYP.3.15 2 OFFSET FFSET 1" GALV. DOVETAIL PLACED ON ALLB" FOUR SIDES 1—#5 ADDITIONAL 1'-6" x 1'-11'LG. I"*l TYP. 2 TON LIFTING INSERTS (2 REQ'D) 11—#5018"o.c. SSEE NOTE 5) "COVER (1) EA, 0 2'-3 . 3'-6', 4'-9', 5'-3', 7'-2', 8'-5', 9'—B", 10'-11", 12'-2", 13'-4", AND 14'-2". y`. 4—#5x 17'-10"LG. 4� OFFSET co , r ,3� 42 o UrO� ou 4—#5x 15'-10"LG. II 3—#5x 18'—B"LG. ao SLAB BOLSTERS 2—#5x 26'—TLG. a. I W/ PLASTIC TIPS 2 TON LIFTING 0 5'—D" ox, INSERTS (4 REQ'D) MAX. TYP' if PLASTIC CHAIR 5' SEE DWG•13..115RT 1 OFFSET 1—#5 ADDITIONAL x 14'-6'LG. I N ti 1��1 1'-5y OFFSET �Yp T 7" 2. CL 3'-7' SECTION 1 CHORD = 14'-10J 13.10 ARC = 15'-2f NATGUN CORPORATION A ®1VW®N OF ®N TANKS TEAL ROAD MA 01080 zkk OF 0.80 MG WATER STORAGE TANK vAtoRe �G d�v.No. Dwu cl�. DAB HYAIe NIS/BARNSTABLE, MA (MAHER) *The Information contained EN G R: TI G H E & BOND S>rRUC AL herein Is the property of P®CASSET, MASSACHUSETTS °. Nat®un Corporation and may JOB No. 11 C38A ® not be duplicated, In whole or In part, used for other than TYPE 1 DOME PANEL Internal review purposes, or `8 REQUIRED) disclosed to others, without the prior express written DwN.ev ARM 60ALE NTS Doe NIX 13. permission of Natqun Corporadon.® GIB.By HFR DATC 9/7/11 SHEET ��8 OF°� SANDBLAST CONCRETE SURFACE PRIOR TO ERECTION OF PANELS. 1 " GALVANIZED � �� SANDBLAST ALL 4 SIDES DOVETAIL OF PANEL. ° 2j" FOR TYPE 1 DOME PANELS Li 32" FOR TYPE 2 DOME PANELS O o O O o 0 o I PRECAST DOME PANEL SECT ON(�-'� 13. 12 NATGUIN CORPORATION A DIVISION OF DN TANKS 11 TEAL ROAD ��k OF WAKEFIRD, MA 01880 0.80 MG WATER STORAGE TANK Shf1JATCRE �G �v.NO DWRL CIS. DATE Eg �, HYANNI S/BARNSTABLE, MA (MAHER) WTWIAL N °The Information contained ENGR. TIGHE & BOND hereln is the property of POCASSET, MASSACHUSETTS Nat9un Corporation and may JOB No. 11 C38A not be dupllceted, In whole or A In part, used for other than DOME PANEL RADIAL EDGE • Internal review purpasea, or / disclosed to othera, wifhout the prior expreas wtMen DWR By ARM OCAM NTS DwQ � 13.12 permisefon of Nate Corporation.' dam.By HFR DAB 9/7/11 SHEET o_ a� M:5 ..J=)O - Ui Q z m rrzw d Z � ,,.,of o Q 0' m �.aLL It 0 1 AWN O Z v o I\ w�M coa h k � C}EL W z Ld �oz m cn X > D �OL` w z OQO= � o a w ad Q M a' Z J J a oLLJ z LZ z 0 a �U �3.0Q m O� O=�-W n O Z cn m F-- J® p O )- \ � JF QLAJ ZZ v U w) FQ- ~_ M� W 2 �QQ� v WZ_ >!- m � Lj Z Z W pJ.-�0�Q Z � i C) <v a t;l1 IN i i 04 L F � L.1.J coW J W Q QJ i V O 1 IN V Q O W Z Q— i O mpF IA Q U Z [V Q U W O U J C9 i Cn Z U a `� En g �z i IN NATGUN CORPORATION A DIVISION OF DN WANKS 11 TEALE ROAD MA Ol®t30 �.�OF��'�P 0.80 MG WATER STORAGE TANK ShYVAT®RE GN m:v.ate. DWX 01m. DATE HYANNIS/BARNSTABLE, MBA (MAHER) MARO MS ENGR: TIGHE & BOND ST6ilC7l3RA4. y 'The information contained sm herein Is the property of POCASSET, MASSACHUSETTS ® Nat®un Corporstion and may JOB No. l'1 038A not be dupkated, In whole or !a In part, used for other than DOME PANEL LIFTING 1 Internal review purposes, or DETAIL. (2 TON) I ?��J d4aclosed to others, without the prior express written DWR Hv ARM aaALE NTS Dwa t¢o. �/ 13.15 permission of Natoun Gorporatlon.' aim.By HFR DATE 9/7=SHEET 5-0 OF !� NOTES: 1. SCREED RADIUS = 91'-0". 2. PANEL WT. 7.B9 TONS 3. PANEL VOL = 3.90 CY. 4. SEE DWG. 13.15 FOR PLACEMENT OF THE FIRST AND LAST TWO HORIZONTAL REBAR AND LIFTING INSERT DETAILS. 5. HORIZ. BARS LAID OUT AT CENTER OF DOME PANELS. 6. DOME PANELS SHALL RECEIVE A RADIAL CHORD B'-6' LIGHT BROOM FINISH ABOVE KEYWAY AND A ROUGH BROOM FINISH BELDW KEYWAY. ARC = B'-65 7. SIXTEEN (16) PANELS REQUIRED THIS LAYOUT. 1'-6' 1'-90' 1'-10' 1'-6' 2 REQ D WITH DOME HATCHES SEE DWGS, 10.DO do 13,71 gk• 1' GALV. DOVETAIL PLACED ON THE TOP AND SIDES TYP. 1—#5 ADDITIONAL OFFSET z 8'-0' La. of 2 TON LIFTING °. 1f PLASTIC CHAIR FSET INSERTS (4 RED'D) - c? TYP. EACH INSERT SEE DWG. 13.15 1.4—�5 ® 1B• o.a 1f COVER '(1) EA. ® B'-3' 8'-10', 9'-5% W-11", 10'-6', 11'-1" , 11'-7', i 1'-6'TYP. 12'-2", 12'-9", 13'-4', 15'-0' AND 15'-5" j (SEE NOTE 5) 0 I TYP. 5" N � 6 x 118 3' I.G. ® t?� 1. 6�OFFSET cxi BOTTOM FACE 1 �4 10—�6 x VER 22'-7' LG. ® y BOTTOM FACE SLAB BOLSTERS y 8—J4 0 26' oxa W/ PLASTIC TIPS I 10'-0" LG. ® TOP • 5'-0" D.C. FACE ALTERNATE W/ MAX. TYP. y 7-14 ® 26' ox x 4x 4' KEYWAY y 7'-0' LG. ® TOP FACE GROUND RELEASE I y 2— #4 x 3'-0"LG. INSERTS (4 REO'D) y I THRU EACH INSERT 1 28. 2'-4' HH M / OFFSET FlNIISH RBEO.LUOW KEYWAY e �o 5" 9. OFFSET 1'-6 SECTION , 2'-4" 2' 2'-0" 1—#5 ADDITIONAL 2'-4' x 15'-5" LG. 2'-0" 1J.27 CHORD = 16'—Or ARC = 16'-218 NATGUN CORPORATION A DIVISION OF DN TANKS 11 TEALWAKER ROAD 011300 0.80 MG WATER STORAGE TANK SXVATORE ��G iv.W. DwX atec. DATE HYANNIS/BARNSTABLE, MA (MAHER) MARQUES "_`► 'The Information contained ENGR: TIGHE & BON® STRUCTURAL -4 �� w� herein Is the property of POCASSET, MASSACHUSETTS a Natpun Corporation and may .DOB No. 1 1 C38A not be duplicated, In whole or b� In part, used for other than TYPE 2 DOME PANEL ' Internal review purposes, or (1 Cs R E(�111 RE®) disclosed to otimrs, without the prior express written Dw "r ARM WALE NTS owe NO. 13.21 permission of Natilun Corporation.' M"-By HFR DATE 9/7/11 SHEET ! OF -7S 4'-3" #4 REBAR " 0 4 REQ'D PER HATCH 16 REQ'D TOTAL 1. REINFORCING SHOWN IS IN ADDITION TO TYPE 2 PRECAST DOME DETAIL "0" PANEL REINFORCING SHOWN ON DWG. 13.21 9„ 2. FIELD CUT PANEL REINFORCING THAT INTERFERES WITH HATCHES AND PROVIDE 2" CL. 3. 2 PANELS REQ'D THIS #4 REBAR LAYOUT. SEE DWGS. 10.00 20 REQ'D PER HATCH AND 1.10 FOR LOCATION. 80 REQ'D TOTAL DETAIL "P" 1—#5x8'-6"LG. 5—#4 AT 11"o.c. 1—#5x8'-6"LG, EACH SIDE SEE DETAIL "P 2—#4 EACH END + SEE DETAIL "0" 13'-6" SQUARE OPENING 4—#6 x 8'-6"LG. EACH SIDE, BOTTOM FACE ALTERNATE WITH MAIN REINF. (8 REQUIRED PER HATCH) 13'-0" 1—#5x8'-6"LG. ARC DIM. ALONG PANEL 5—#4 AT 1 1"o.c. 1—#5x8'-6"LG. EACH SIDE SEE DETAIL "P" " 2—#4 EACH END + 4 x4"KEYWAY SEE DETAIL "0" 3'-6" SQUARE OPENING 2'-10" J4—#6 x 8'-6"LG. CHORD DIM, EACH SIDE, BOTTOM FACE ALTERNATE WITH MAIN REINF. (8 REQUIRED PER HATCH) NATGUN CORPORATION A DIVISION OF DN 'BANKS 11 TEAL ROAD WAKEFIELD. IAA 01380 0.80 MG WATER STORAGE TANK SALVATORE �G 6tEV.Fta Wft Coco. DATE HYANNIS/BARNSTABLE, MA (MIAHER) MAROMS ENGR: TIGHE & BOND "Th STRUCTURAL y e Information contabod herein Is the property of POCASSET, MIASSACHUSETTS Natoun corporation and may JOB No. 11 C38A not be dupbated, In whole or In port, used for other than DOME HATCH REINFORCING review purposes, or f 131,/ disclosed to others, without Bg gcA1.E ®wp N0. the prior express written ARM NTS 13.71 permisalon of Natoun Corporation! ots�• HFR DATE 9/7/11 SHEET Sri OF 96 PLATE ROLLED TO RADIUS = 41'-8" 0" TOP WIRE CLAMP THICK A36 STEEL PLATE 5 1 s TYP. 2j" 1'-9"0 HOLE � a W -N �0 ❑ e Ud N W— W CYL �� W 0o� � V N U 2" 5g„ 6" . SIDE 3'-0" FRONT NOTES: 1. DO NOT PAINT OR PRIME, 2. WIRE CLAMP CENTER LINE ON EACH SIDE OF PLATE MUST BE ALIGNED WITH OTHER SIDE. 3. ONE REQUIRED THIS LAYOUT. NATGUN CORPORATION A DIVISIONI OF ON TANXS 11 TEAL ROAD WAKEFIELD, MA MUD ga+OF 0.80 NAG WATER STORAGE TANK SAtVAtaORE ��► rev.�°. DIM �co. DATE HYANNIS/BARNSTABLE, MA (MAHER) • O MARQUkEs 'The Information contained ENGR: TIGHE & BOND STRUCTURAL y herein Is the property of POCASSET, MASSACHUSETTS Natpun Corporation and may JOB No. 11 038A R o not be duplicated, In whole or In part, used for other than OVERFLOW STRESS PLATE Internal review purposes, or r disclosed to others, without q�f3�lf the prior express written DMBy ARM ISCALE NTS owa uo 14.00 permlaslon of mat®us Corporation.' 11cm-By HFR DATE 9/7/11 SHEETS-3 OF 17E i i 1 M i M HOLES MAY BE TAPPED f ' [ I FROM BOTH ENDS AS TO I = -- PROVIDE CONTINUOUS THREADS i FOR GRIPPING PRESTRESS WIRE i" F i 1 4 24 i M 5' B 1 4" TOP SIDE z WASHER DRILL �" HOLE THIS �1e SHIM PLATE ONLY 2—HOLES CLEARANCE FOR CAP SCREW NOTES: DRILL #25 HOLE ANDM2 _ 3" TAP #10-24 N.C. 2—HOLES s 1. CLAMP BOTH' PLATES AND THEN D SCAR SHIM SHIM BEFORE DRILLING AND (SEE NOTE 3 3" TAPPING HOLES. 4 2. MATERIAL SHALL BE C.R. STEEL. 3. DO NOT SHIP SHIM WITH DRILL 64" HOLE AND TAP STRESS PLATES. 2" —13 N.C. THIS PLATE "ONLY 2—HOLES FOR HIGH 6 STRENGTH CAP SCREWS GRADE 8; 147 LG. END NATCPUN CORPORATION A DIVISION OF DN TANKS R TEAL ROAD WAKEPIRD IAA 01000 �ay�t1 OF v.rdo Dww cmcD. DAB 0.80 MG WATER STORAGE TANK HYANNIS/BARNSTABLE, MA (MAHER) t SAIVATQRE yc ENGR: TIGHE & BOND MARQUES n• 'The Information contained STRUOTURAL herein Is the property of POCASS ET, MAS SAC H U S ETTS Natgun Corporation and may JOB No. 1 1 C38A not be &Ocated, In whole or In pert, used for other than �� Internal review purposes, or clisclosed to others, without l3 �� the prior express written DwxL By ARM WAU NTS Dw4!Ap 14.10 permiselon of Watgun Corporation.' CHO-BY HFR DATE 9/7/11 SHEET q OF �� Y' HOLES 2 REQUIRED IN EACH SIDE RAIL FIELD DRILL t 2" TOP SUPPORT BRACKET 1s.2o SEE DWG. 16.20 0 4" 0 Two-4"0 HOLES m 4._9" SEE DETAIL THIS SHEET 1"0 RUNG 0 w INCREASE LADDER LADDER TOP, DETAIL WIDTH BY 0'-4" FOR TOP 3'-4" z SEE DWG. 16.05 M 2 O 16.55 RUNG 4'-0" � 23'-2" II 0 SPLICE PLATE AS REQUIRED 4'-0" ® SEE DWG. 16.05 w a SIDE RAIL cn SUPPORT BRACKET (5 SETS REQ'D) 2'-5" 1'-0" SIDE VIEW NOTES: 1. OSHA COMPLIANT FALL PREVENTION DEVICE SHALL BE INSTALLED (S.S.) 2.LADDER MATERIAL SHALL BE 6061—TS ALUMINUM. 3.ALL ALUMINUM SURFACES SHALL BE ISOLATED FROM THE CONCRETE WITH PVC SHIMS. 4.LADDER SHALL BE CONNECTED TO TANK WITH }"x 3j"LG. 316 S.S. WEDGE ANCHORS. (12 REQUIRED) 5. GRIND ALL EDGES SMOOTH. 6. BUTT WELD SPLICES OF THE LADDER SIDE RAIL STOCK ARE NOT PERMITTED. IF SPLICES ARE REQUIRED DURING FABRICATION USE THE SPLICE PLATE DETAIL SHOWN ON DWG, 16.05. 7.TWO LADDERS REQUIRED THIS LAYOUT. NIA°TGUNI CORPORATION A DIVISION OF DN 'TANKS WATIAL ROAD A MA 09080 IV%OF 0.80 MG WATER STORAGE TANK FEV.W. DM CM, DATE HYANINI IS/BARN STABLE, MA (MAHER) SALVATQR@ �Gu, 'The Information contained E N G R: TI G H E & BOND MARaues STHIICTUs�Ai herein Is the property of P®CASSET, MASSACHl,BSETTS Natga1 Corporadon and may JOB No. 11 C38A not be duplicated, In whole or In part, used for other than EXTERIOR TANK - INTERIOR Internal review purposes, or ®DER "A!'disclosed to others, without the prior express writion DWPL BY ARM saALE N7S DWQ.NO. 16.00 9/13/// permission of Natal clam.By HFR DAME 9/7/11 SHEET S 6 OF IS' TOP OF LADDER TOP SUPPORT BRACKET SEE DWG. 16.20 1" DIA. RUNG x1'-94*L.G. 3'-4" 3 REQUIRED RUNG SHALL BE DIMPLED .Q .if lVRLED 1" DIA. RUNG SKID RESISTANT SURFACE PLUG WELD AND 2" 2"TYP. 22.x 2` SIDE RAIL GRIND SMOOTH- 2 f x 2" �'— SUPPORT 2" SEE RUNG 1" BRACKET DETAIL a B 1I 4—I RUNG DETAIL 21. 2 TMP. 5"DIA. HOLE (TYP.) 16.05 1" DIA. RUNG x1'-5A L.G. 19 REQUIRED LADDER SIDE RAIL 3"3.6' LADDER RUNG TANK WALL 30 16 DIA. HOLE-2 REQ'D 1' o Y x 1# S.S. H.H. N.C. 4 MACHINE BOLTS W/NUTS n N (2 REQ'D):NUTS ON OUTSIDE OF LADDER SIDE RAIL) 2fx SUPPORT 12" ZTHICK SPLICE PLATE BRACKET (5 SETS REQ'D) 114 2j" 1"DIA.RUNG SPLICE PLATE DETAIL SUPPORT BRACKET 2 16.05 ATGUN CORPORATION A DIVISION OF ®N 'PANICS 11 TEAL ROAD MIAKERELD, NA 016E0 OF 0.80 MG WATER STORAGE TANK IFEV.NO. DWX cam• DATE HYANNIS/BARNSTABLE, MA (MAHER) SALVaT ES °T ENGR: TIGHE & BON® lfiAR9UES cn he Intormatlon contained STRUCIUltAL herein Is the property of POCASSET, MASSACHUSETTS .3 Natgun Corporation and may JOB NO. 11 C38A 9 C not be duplicated, In whole or In Part, used for Irpos than INTERIOR LADDER "A" DETAILS Internal review purpcaes, or f disclosed to others, without b/ the prior express written DWR BY ARM VALE NTS ®WO NO. 16.05 l(l3f l Permission of Natom Corporation.' ate.By HFR DATE 9/7/11 SHEET 5? OF Of'S' it ?6"O HOLES 2 REQUIRED IN TOP SUPPORT BRACKET y EACH SIDE RAIL 5" 3" 3 SEE DWG. 16.20 FIELD DRILL TWO—A"0 HOLES 2'_g" SEE DETAIL THIS SHEET 4" SUPPORT BRACKET "A" 1"e RUNG SEE DETAIL THIS SHEET in INCREASE LADDER 4'-0" WIDTH BY 0'-4" SEE FOR TOP 316.g15 LADDER TOP DETAIL DWGLLJ to t6.t5 Z RUNG 4'-0" rn N O SPLICE PLATE AS REQUIRED 4'-0". '� 25'-3" N SEE DWG. 16.15 II TYP. 1» SIDE RAIL 4"0 HOLES ® 4'_p" 2 REQUIRED IN EACH SIDE RAIL 3-7w FIELD DRILL U d N SUPPORT N BRACKET "A" 4' SUPPORT BRACKET "B" —0" SEE DWG. 16.15 (5 SETS REQ'D) e 25 3'-6" NOTES: 1'—D. SIDE VIEW 1. OSHA COMPLIANT FALL PREVENTION DEVICE SHALL BE INSTALLED (S.S.) 2.LADDER MATERIAL SHALL BE 6061—T6 ALUMINUM. 3.ALL ALUMINUM SURFACES SHALL BE ISOLATED FROM THE CONCRETE WITH PVC SHIMS. 4.LADDER SHALL BE CONNECTED TO TANK WITH J"x 3j"LG. 316 S.S. WEDGE SUPPORT BRACKET "A" ANCHORS. (12 REQUIRED) CONNECTION DETAIL 5. GRIND ALL EDGES SMOOTH. 6. BUTT WELD SPLICES OF THE LADDER SIDE RAIL STOCK ARE NOT PERMITTED. IF SPLICES ARE REQUIRED DURING FABRICATION USE THE SPLICE PLATE DETAIL SHOWN ON DWG. 16.15. 7.TWO LADDERS REQUIRED THIS LAYOUT. ®� NATGUN CORPORATION A DIVISION OF DN TANKS 11 TEAL ROAD WAKEFIELD, MA 01000 0.80 MC WATER STORAGE TANK OF raay.rm om cram DATE HYANNIS/BARNSTABI"E, MA (MAHER) 'The Information contained EN C R: TI Gr HE & BOND MARQUES herein Is the property of POCASSET, MASSACHUSETTS v STRUCTU I L Natoat Corporation and may JOB No. 11 C38A not be duplicated, In whole or In part, used for other than INTERIOR TANK - INTERIOR S internal review purposes, or LADDER „Bn disclosed to others, without the prior express written ow L By ARM BCALE NTS owa NO. 16.10 1f31fpenalselon of Natipm DAB 1 Corporation HFR 9/7/11 SHEETS4 OF9.5- ' x 34' LG. 316 S.S. WEDGE ANCHORS (2j' MIN. EMBEDMENT) 5' (2 REQUIRED) 3._I . �. SHIM LADDER BRACKET 1"0-13 x 4' LG. H.H. USING PVC SHIMS. CAP SCREW WITH WASHER AND 1 ACORN NUT.(S.S)(4 REQ'D) 5 8'0 HOLE SHOP DRILLED DOME HATCH CURB - • 1'-6' BENT PLATE INTERIOR LADDER j"0 HOLES FIELD SEE DWG. 16.00 ;.. DRILLED FIELD CUT AND GRIND FIELD CUT, FIELD EDGES SMOOTH PRIOR GRIND CUT EDGES TO INSTALLATION. TOP VIEW TOP SUPPORT BRACKET PDRrRLLEl ' OLE SHOP SEE DETAIL THIS SHEET DOME HATCH NOT J ' SHOWN FOR CLARITY PLAN 1 6' 16.20FIELD ° FIELD REMOVE DRILLED DOME HATCH CURB ° OF K I BRAC�E'TT FRONT VIEW NOTES: 1. BRACKET MATERIAL SHALL BE FIELD CUT AND GRIND 6061—T6 ALUMINUM EDGES SMOOTH PRIOR 2.TWO (2) REQUIRED THIS TYPE TO INSTALLATION. PER LADDER. EIGHT (6) REQUIR TOTAL 0 TOP SUPPORT BRACKET INTERIOR LADDER SEE DWG. 16.00 LADDER SECTION 0 -•NIATGUNI CORPORATION A DIVISION OF DN TANKS 11 TEAL ROAD VYAKEFIELD MA 01900 �lyt�®F 'g� , 0.80 MG WATER STORAGE TANK SAL►lATAR[ CgG hair.ray. DwK CHO DATE HYANNIS/BARNSTABLE, MA (MAKER) MAMis `' 'The Information contained E N G R: TI G H E & BOND STRUCTURAL herein Is the property of POCASSET, MASSACHUSETSS ® r filatipm Corporation and may JOB No. 11 C38A r not be dup9cated, In whole or In part, used for other than INTERIOR LADDER Internal review purposes, or TOP SUPPORT BRACKET disclosed to others, without c1 the prior express written DW By ARM 80M NTS Dwri NO. 16.20 perndsslon of hfat0un Corporation.° o m.av HFR oaU 9/7/11 SHEET 0F LADDER BRACE PLATE 2 7x f x1'-6 f LG. (2 REQ'D EACH SIDE) HANDRAIL BRACE PLATE SEE DWG. 16.35 LADDER BRACE IELD DRILL AS REQUIRED °i PLATE SEE TO ALIGN WITH HANDRAIL Ln DETAIL THIS SHEET 1 0 4 1'-6" 4'—D. 3'-6, 7,-0„ 1'-5" RUNG o p 0^ o 16.35 w 14'-11" Il 4 oa LADDER BRACE PLATE DETAIL 3�_0.. SPLICE PLATE .1 AS REQUIRED — V) SEE DWG. 16.35 ® z AND NOTE 6. Ln � w ' U SUPPORT a_ „ BRACKET 4'—1 O 71 SIDE VIEW LADDER ANTI—CLIMB PLATE SEE DWG. 16.50 NOTES: 1. OSHA COMPLIANT FALL PREVENTION DEVICE TO BE INSTALLED (STAINLESS STEEL). 2. LADDER MATERIAL SHALL BE 6061—T6 ALUMINUM. 3. INSTALL PVC SHIMS BETWEEN LADDER SUPPORT BRACKETS AND SHOTCRETE PADS TO ISOLATE THE ALUMINUM FROM THE SHOTCRETE. 4. LADDER SHALL BE CONNECTED TO TANK WITH J"x 3j"LG. 316 S.S. WEDGE ANCHORS. (8 REQUIRED) 5. GRIND ALL EDGES SMOOTH, 6. BUTT WELD SPLICES OF THE LADDER SIDE RAIL STOCK ARE NOT PERMITTED. IF SPLICES ARE REQUIRED DURING FABRICATION USE THE SPLICE PLATE DETAIL SHOWN ON DWG. 16.35. NATGUNI CORPORATION A DIVISION OF DIE TANKS H TEAL ROAD �A QF kf qss� WAKEFIELD, MA M11190 �o SAINATCRE �e 0.80 MG WATER STORAGE TANK Mmlms r.No. DwK M&T. DACE HYANNIS/BARNSTABL.E, MA (IMAHER) STRUCTUML y 'The Information contained ENGR: TIGHE & BOND P ' herein is the property of POCASSET, MASSACHUSETTS Natgun Corporation and may JOB No. 11 C38A not be duplicated, In whole or In part, used for other than EXTERIOR LADDER "A" tnternel review purposes, or dladoaed to others, without t the prior express written DM By ARM 80ALE NTS Dwa ao: 16.30 permission of Natpam Corporatlon° gecD.By HFR DAB 9/7/1 1 SHEET 6 1 OF �� LADDER BRACE PLATE 2fxfx1'-8fLG. (2 REQ'D EACH SIDE) HANDRAIL BRACE PLATE SEE DWG. 15.45 ACFIELD DRILL AS REQUIRED ALIGN WITH HANDRAIL 1 LADDER BRACE a rn PLATE SEE Ln J DETAIL THIS SHEET 00 _T 2'-5" PA 3'-6" 1'-5" 7'-9" 1 LADDER BRACE PLATE DETAIL 7'-1041" RUNG SPLICE PLATE 4 SPACES AS REQUIRED @1'-0" = 4'-0" SEE DWG. 16.45 5 RUNGS REQUIRED AND NOTE 6. ( ) 2 16.4 0 44„ LADDER ANTI-CLIMB PLATE SUPPORT SEE DWG. 16.50 BRACKET SIDE VIEW NOTES: 1. OSHA COMPLIANT FALL PREVENTION DEVICE TO BE INSTALLED (STAINLESS STEEL). 2. LADDER MATERIAL SHALL BE 6061-T6 ALUMINUM. 3. INSTALL PVC SHIMS BETWEEN LADDER SUPPORT BRACKETS AND SHOTCRETE PADS TO ISOLATE THE ALUMINUM FROM THE SHOTCRETE. 4. LADDER SHALL BE CONNECTED TO TANK WITH J"x 3j"LG. 316 S.S. WEDGE _ANCHORS. (4 REQUIRED) 5. GRIND ALL EDGES SMOOTH. 6. BUTT WELD SPLICES OF THE LADDER SIDE RAIL STOCK ARE NOT PERMITTED. IF SPLICES ARE REQUIRED DURING FABRICATION USE THE SPLICE PLATE DETAIL SHOWN ON DWG. 16.45. NATGUN CORPORATION A DIVISION OF ®N TANKS 11 TEAL ROAD eo n WAKEFIELD, MA 016E0 0.80 MG WATER STORAGE TANK �y � M ova Saco• DAn I-IYANNISBARNSTABL.E, MA (MAHER) NEA6it}UES `The i9lformathttF�contsNned s�uvAT ® ENGR: TIGHE & BON® n+ o STRUCTURAL herein Is the property of POCASSET, MASSACHUSETTS Natpnsn Corporaton and may JOB No. I IC3BA not be dup®cated. In whole or In. art, used Par ofher than internal review purposes, or art, E R I O R LADDER "B" e v disclosed to others, without c' the prior express written DWX By ,ARM MALE NTS °wm NO. 1 ,40 Ponydesion of Nataun Corporation., CH By HFR ' 9n�11 SKEET C3 OF �� ALUMINUM LADDER 0 0 0 0 0 0 0 0 0 0 O O O O O O O THICK ALUMINUM PLATE W/ J" DIA. 0 0 0 0 0 0 0 0 0 0 o HOLES LOCATED 0 0 0 0 0 0 0 0 0 0 o 0 ® 3"O.C.e.w. 4"x4" HINGE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 BOTTOM BAND Yx �HORIZ. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 )0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PLAN ALUMINUM LADDER 10 3 TYP. 4"x4" HINGE 16 g DIA. HOLE FOR PADLOCK (SEE NOTE 1) TYP. ,s ELEVATION 2"x2"x a x6"LG. ALUM. ANGLE-2 REQ'D " THICK ALUMINUM NOTES: PLATE W/ J" DIA. 1. LOCK TO BE PROVIDED BY NATGUN. HOLES LOCATED 2. MATERIAL SHALL BE ALUMINUM 6061—T6. ® 3 o.c.e.w. 3. TWO REQUIRED THIS LAYOUT. LADDER ANTI-CLIMB PLATE NIAT°GUN! CORPORATION A DIVISION OF DPI TANKS 11 TEAL ROAD WAKEFIELD. IAA 01880 gyOF 0.80 MG WATER STORAGE TANK 11" om oAHYANNIS/BARNSTABLE, MA (MAHER) sa'vA1 m c ENGR: TIGHE & BOND . 611AR®uEs `�+ me hfrormstion comslned s7=TtlRRL herd Is toe property of POCASSET, MASSACHUSETTS Nate Corporstlan and may JOB No. 11 C38A not be dupkosted, In Whole or In pert, used for other than ANTI-CLIMB PLATE F 1 Internal reviser purposes, or disclosed to others, without the prior express written DWK By ARM 80ALE NTS oWa N0 16.50 permission of Natpwn l2arporstlon.° Om-By HFR DATE9/7/11 SHEET G� OF 15" r �0 SIDE DOME HANDRAIL " TYPICAL ELEVATION SEE DWG. 18.10 REAR DOME HANDRAIL gyp' TYPICAL ELEVATION SEE DWG. 18.10 INTERIOR LADDER "B" SEE DWG. 16.10 Z� DOME HATCHES SEE DWG. 10.00 INTERIOR LADDER "A" 0 SEE DWG. 16.00 Z� O FRONT DOME HANDRAIL TYPICAL ELEVATION p SEE DWG. 18.10 O EXTERIOR LADDER EDGE OF SEE DWGS. 16.30 DOME RING AND 16.40 NOTE: 1, TWO HANDRAILS REQUIRED THIS LAYOUT, SEE DWG. 1.10 FOR LOCATIONS NATGUN CORPORATION A DIVISION OF ®N TANKS 11 TEALWAKEF E D,IAA 01680 �s tN04f 0.80 MG WATER STORAGE TANK y m mft amen DATE HYANNIS/BARNSTABLE, MA (MAHER) p SALVATORE a ENGR: TIGHE & BOND MARIAS �a� "fie Informadon aontahted STRUC71JI1AL hereon Is the property of POCASSET, MASSACHUSETTS Nate Corporation and may JOB No. 11 03EA not be duplosted, In whole or In part, used for other than DOME HAN D RAI L Internal review proposes, or dlsoWeed to others, without the prior express written Dwt1 By ARM SCALE NTS owe NM 18.00 permissllon of Nstpun Corporatlon." 06a®r HFR DATE 9/7/11 ISHEETF,(- OF {�� REAR CIRCUM. HANDRAIL 7YP- NOTES: BOTH SIDES 1.HANDRAIL SHALL BE SPEED—RAIL BY HOLLAENDER, INC OR EQUAL. 2 HANDRAIL SHALL BE LOCATED AS SHOWN ON DINGS. 1.10 & 18.00. 12 DIA. SCH. BO 3.4.ISOLATE ALUMINUM FR BE OM THECCONCRETEe1—T6 OR WITH THICK NEOPR E GA5-175 SKETS. PIPE HANDRAIL ALUMINUM PIPE HANDRAIL 5.FRONT BASEPLATES SHALL BE SQUARE FIXED No. 45SBCS FLOOR FLANGE OR EQUAL. SECURE TO Y-6" DOME W/1"x 4' 316 S.S. WEDGE ANCHORS. (4 REQ'O PER PLATE) (2j" MIN. EMBEDMENT) 6.ALL OTHER BASEPLATES SHALL BE No. 46 AHD—B ADJUSTABLE FLANGES OR EQUAL THESE HOLAENDER JOINT TYP. BASEPLATES SHALL BE FIELD DRILLED AND SECURED WITH A A--IBx 211G. S.S. HEX HEAD CAP 1'_g• SCREW W/SPLIT LOCKWASHER AND NUT. SEE DWG. 18.30. ROTATE THESE BASEPLATES AS NT CIRCUM. REQUIRED TO MAINTAIN A PLUMB POST. SECURE TO DOME WITH J"x 3j" 316 S.S. WEDGE HANDRAIL TYP. ANCHORS. (4 REQ'D PER PLATE) (21" MIN. EMBEDMENT) BOTH SIDES 7_HOLLAENDLR BEVELED TOE BOARD SHALL BE ATTACHED TO FRONT RAIL USING #49C HOLLAENDER CLIPS. B.ALL HANDRAIL JOINTS SHALL BE ADJUSTABLE. 9.ALL SET SCREWS SHALL BE S.S. BASE PLATE SEE NOTE 6. BASE PLATE 1_9. SEE NOTE 5. 4•-6" 4'-6" 4'-6" 4•-6" f L I --I SIDE ELEVATION — TYP. 4 LOCATIONS DIAL RAIL RADIAL RAIL RADIAL RAIL 3—6" BASE PLATE SEE NOTE 5. BASE PLATE SEE NOTE S. 4 Olt 4'-0" I 4'-0• 4'-0" I TOEBOARD FRONT ELEVATION x4"TALL REAR ELEVATION TYP. 4 LOCATIONS E NOTE 7. TYP. 2 LOCATIONS 0.80 M WATER STORAGE TANK G HYANNIS/BARNSTABLE,.MA (MAHER) COR3hf FREV.No_ DVM OHM DATE ENGR: TIGHE & BOND POCASSET, MASSACHUSETTS NATGUN CORPORATION JOB No. 11 C38A ® T A DIVISION OF DPI TANKS 11 TEAL ROAD C WAKIFIELD MA 01880 'The Information contained herein Is the property of Natoun ®®M E HANDRAIL ELEVATIONS Corporation and may not be duplbated, In whole or in part, used for other than Intornal review purposes, or disclosed to others, DwK By ARM n®ALE HTS DYrtt 18.10 wltlout the prior express written pamisabn of NotOu n Cie®.BY HFR D---- 9/7/11 RS � � Corporation, SHEET�� OF VERTICAL POST OF HANDRAIL a , FIELD DRILL 5 990 HOLE 16 No . 46AHD - 8 g " ---------- 16 ADJUSTABLE FLANGE BASE + IF 5 99 1 99 INSTALL T 6 — 1 8x22 LG S . S . CAP SCREW ( PARTIALLY THREADED ) WITH S . S . LOCK WASHER AND NUT. 0.80 MG WATER STORAGE TANK ® HYANNIS/BARNSTABLE, MA (MAHER) qy� Fmv,wo. DVM cmw. DA-m ENGR: TIGHE & BON® POCASSET, MASSACHUSETT'S NAT�'UN CORPORATION .SOB No. 11 C38A 35 A DIVISION OF DN TANKS M TEAL ROAD WAKEPIELD, MA 01690 ADJUSTABLE BASE PLATE DETAIL "The Information wntained hereto is the property of Natgun Corporation and may not be dupliamted, In whole or In part, used w 6133 ~ for other than Internal review purposes, or disclosed to others, owm aY ,ARM OCALE NTS owm P� 18.20 �- �$ +re� without the prior express written permission of Natgun '� Corporation." sr HFR DATE 9/7/11 SHEET GB OF 21 y NEOPRENE SLEEVE 5" DIA. CABLE 13'-4" LONG IDx�WAL.Lx1'-6"LG. CABLES REQ'D. TOTAL)ec 26 REQUIRED 1-0.5"DIA. 5-1" CABLE SECTION A—A SEISMIC CABLE DETAIL NEOPRENE 1-0.5'DIA. TIE CABLES UP TO SLEEVE CABLE WALL REINF. TOP OF FOOTING 3'-6" 7'-4" 7'-4" f7'-4- V 13' 0" 3j" CL. MIN. FOOTING REINF. NOT SHOWN iA FOR CLARITY. TANK FOOTING EACH NEOPRENE SLEEVE TO CONTAIN 1-0.5" DIA. NOTES: CABLE-SEE SECTION A-A. 1. SEAL THE ENDS OF THE NEOPRENE SLEEVES WITH DUCT TAPE OR PLASTIC WIRE TIES TO PREVENT MORTAR SEEPAGE INTO THE SLEEVE VOID AROUND THE CABLE. NA r GUN CORPORATION A DIVISION OF Dial TANKS 11 TEAL ROAD WAKERELD, MA 01090 1�OF 0.80 MG WATER STVRAGE TANK �Atv�Ter,E Fv.N0, DMCMD. DATE HYANNIS/BARNSTABLE, MA (MAHER) �.� lld%FiQUE3 'The Information contained ENGR: TIGHE & BON® MUCTURAL w herein Is the property of POCASSET, MASSACHUSETTS �23 Nutgun Corporation and may JOB No. 'I 1 C38A ' Q not be dup®cateA In whole or In part, used for other than SEISMIC CABLE DETAILS FOR t - Internal review purposes, or INTERIOR C.I.P. TANK disclosed to others, without the prior express written DWI.By ARM ec°Au IVTS awa No 9 g.®� permission of Natgun Corporation., cm By HFR DATE 9/7/11 SHEETS OF INTERIOR FACE OF TANK WALL RAD.=29'-3" KEYWAY WATERSTOP CONSTRUCTION TIED TO FLOOR JOINT REINFORCING 2" CL. g„ 1" GROMMETS r 3" CL. HORIZONTAL WALL 6" FLATSTRIP WATERSTOP CENTERED JREINFORCING ON THE CONSTRUCTION JOINT TO BE CONTINUOUS TERMINATE WATERSTOP 2" FROM THE THROUGH THE TOP OF THE WALL—SEE NOTE 2. INTERIOR TANK WALL CONSTRUCTION JOINT CONSTRUCTION JOINT NOTES: 1 . LOCATION AND NUMBER OF VERTICAL CONSTRUCTION JOINTS TO BE DETERMINED IN THE FIELD. 2. 6" WATERSTOP TO BE SPLICED TO THE TOP FLANGE OF THE 9" WATERSTOP CAST INTO THE TANK FLOOR AND SPARK TESTED. 3. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE ALLOWED. ate... NATGUN CORPORATION A DIVISION OF DN TANKS M TEA RWAKEFIELOADMA 011s100 0.80 MG WATER STORAGE TANK �gt4®F MV.NO. DIRX CWD• DATE HYANNIIS/BARNSTABLE, MA (MAHER) 'the information contained ENGR: TIGHE &.BOND ULVlAMFIE herein Is the property of POCASSET, MASSACHUSETTS MMOMS `l' Natom Corporation and may JOB No. 11 038A STRlj01"I. not be duplicated, In whole or In part. used for other than INNER TANK WALL VERTICAL Q/ Internal review purposes, or CONSTRUCTION JOINT disclosed to others, without the prior express written Dww By ARM acne N owa ram. 19.20 permission of tdatpun Corporation.- asm.By HFR DATE 9/7/11 SHEET OF 9S BAFFLE WALL 1"v,3". KEYWAY ALL AROUND CENTERED IN WALL i RICHMOND #4 DB—SAE x 1'-8"LG. (8 REQ'D) RICHMOND #4 DOWEL—IN x 1'—O"LG. w ca i (8 REQ'D) 1 0 i 4x4—W4xW4 X + 1'-3" x 4'-5" TEMPORARY OPENING SHOTCRETE 4—#4 x 7'-6"LG. 2 EA. SIDE —1 I OPENING I 6—#4 x 6'-8"LG. 3 TOP & BOTTOM _J BOTTOM OF BAFFLE WALL PANEL ELEVATION NOTES: 1. TEMPORARY OPENING SHALL BE LOCATED IN THE MIDDLE OF A BAFFLE WALL WIDTH. 2. NATGUN SUPERINTENDENT TO DETERMINE NUMBER AND LOCATION OF BAFFLE WALL TEMPORARY OPENINGS. 3. FIELD CUT MAIN REINFORCING THAT INTERFERES WITH TEMPORARY OPENINGS. NATGUN CORPORATION A DIVISION! OF DNi TANIICS 11 TEAL ROAD WAKEFIELD, MA 01860 0.80 MG WATER STORAGE TANK NOFt�4 Pv.NO. DM cHKIX ®ass HYANNIS/BARNSTABLE, MA (MAHER) sALVAVORE rrhe Information contained E N G R: TI G H E & BOND MAROUES , herein Is the property of POCASSET, NSSACHIlSETTS STRUCTURAL Natgun Corporation and may JOB No. 11 C38A 9 v' not be dupllcated, In whole or • 9 ; In part, used for other than BAFFLE WALL .� Internal review purposes, or TEMPORARY OPENING dsclosed to others, without ®� the prior express written owk By ARM scaLE IUTS oWQ NO, 21 .40 g1131 C*rporaitiorot NatEom MD-By HFR �� 9/7/11 / 1I sHeEr'?9 of 9S STANDARD BAFFLE WALL. CONNECTION PLATE TOP OF BAFFLE WALLS SEE DWG. 24.00 TYPICAL 3 LOCATIONS 1 23.00 :T6" 1"0 x 7" LG. N.C. H.H. BOLT W/ 2 WASHERS & NUT (304 S.S.) TYP. 6'-6" 0 0 FIELD DRILL THIS 6'-6" 20'-6" HOLE IN CONNECTION PLATE (TYPICAL) �..f TYP. 0 0 BOTTOM BAFFLE RAMSET EPCON C6 EPDXY WALL CONNECTION DRILL 8"0 x 64" DEEP HOLE FOR 7'-0" PLATE SEE DWG. 24.10 4"0 S.S. THREADED ROD x 84" LG. W/ S.S. WASHER AND NUT 6" 1 23.10 SEE DWG. 5.00 1"0 x 7" LG. FOR FLOOR DETAILS N.C. H.H. BOLT 31" WIDE x J" THICK x CONTINUOUS W/ 2 WASHERS & NUT 40 DUROMETER BEARING PAD (304 S.S.) NATGUN CORPORATION A DIVISION OF DIN TANKS 11 TEAL ROAD WAKEFIELD, MA MWO yOF O.B® MG WATER STORAGE TANK � �10.NO. o DATE HYANNIS/BARNSTABLE, MA (MAHER) c satvaT�ae �o "The Information contained ENGR: TIGHE & BOND MAR01 .1 �" herefn Is the property of POCASSET, MASSACHUSETTS STRUCTU L Nate Corporation and may JOB No. 11 C3EA not be dupkated, In whole or In part, used for other than STANDARD BAFFLE WALL Internal review purposes, or CONNECTION LAYOUT dleclosed to others, withmd ® the prior express written DWl BY ARM OCAU NTS owa W. f / perndsslon of Natqun 1 22.00 t�3Corporation., ow.By HFR DATE 9/7/19 SWEET90 OF RS DRILL 8 b x 64 DEEP HOLE INTO FLOOR FOR 1 "� x 7"LG. RAMSET EPCON C6 ANCHOR ROD ASSEMBLY. N.C. H.H. BOLT SEE DWG. 22.00 W/ NUT & 2 WASHERS (1 REQ'D FOR THIS BOTTOM CONNECTION CONNECTION)(304 S.S.) CLIP ANGLE o SEE DWG. 24.20 av SLEEVE THRU p BAFFLE WALL TYPICAL q TYPICAL BAFFLE WALL PANEL NOTE$:, 1 . THIS CONNECTION IS REQUIRED AT THE BOTTOM OF BAFFLE WALL PANELS TYPE "All" & "B" (TWO LOCATIONS). 2. THREE (3) CONNECTIONS REQUIRED THIS TYPE. SECTION 1 23J20 NATGUN CORPORATION A DIVISI®a OF DN TANKS 11 TEAL ROAD WAKEFIELD, MA 01E80 �-(kAOFRtgSS 0.80 MG WATER STORAGE TANK �'.ua Dwu a�am. DATE HYANNIS/BARNSTABLE, MA (MAHER) SRWATORE y ENGR: TIGHE & BOND N 'The Information contained STMARtODU S M herein Is the property of POCASSET, MASSACHUSETTS 0 Nlat®un corporation and may JOB No. 1 1 C38A C A. not be duplicated, In whole or In part, used for other than BAFFLE WALL END/FLOOR J� 2 Internal review purposes, or CONNECTION DETAIL disclosed to others, wbout the prior express written IDIIK BY ARM BaAW NTS DM NM 23,2 9�i3111 Navo Do�raotion." aram.By HFR JDAIE 9/7/11 SHEET of 2a SLEEVE THRU DRILL 8" x 6 4" DEEP BAFFLE WALL HOLE INTO FLOOR FOR TYPICAL RAMSET EPCON C6 ANCHOR ROD ASSEMBLY. SEE DWG. 22.00 a BOTTOM CONNECTION CLIP ANGLE 4 D SEE DWG. 24.20 D o D .o 1 "0 x 7 "LG N.C. H.H. BOLT W/ NUT & 2 WASHERS TYPICAL BAFFLE (1 REQ'D FOR THIS WALL PANEL CONNECTION)(304 S.S.) NOTES: 1 . THIS CONNECTION IS REQUIRED AT THE BOTTOM CENTER OF EACH BAFFLE WALL PANEL. 2. THIRTEEN ( 13) CONNECTIONS REQUIRED THI-S TYPE. SECTION 1 J3O NATGUN CORPORATION 11 TEAL ROAD A DIVISION OF DN TANKS WAKEFREI.D, AAA MUO .ZNQPAt, 0.80 MG WATER STORAGE TANK �a� e rEv.No. DM cram. DATE HYANNIS/BARNSTABLE, MA (MAHER) MVATOT ENGR: TIGHE & BOND MARQUES � 'The Information contained s'i ucrui herein Is the property of POCASSET, MASSACHUSETTS .35523 "' Nate Oorporation and may JOB No. 11 C3EA not be whole In part,used for do'ther than®r BAFFLE WALL CENTER/FLOOR Internal review purposes, or CONNECTION DETAIL disclosed to others, without a f the prior express written c>X B' ARM 80" NTS DWa ate. 23.30( permission of Natpun Oorporalloe OHO-ey HFR DAB 9/7/11 SHEET gq OF qS I SLEEVE TH R U STANDARD BAFFLE WALL BAFFLE WALL CONNECTION PLATE 1 "0 x 7" LG. TYPICAL SEE DWG. 24.00 N.C. H.H. BOLT W/ NUT & 2 WASHERS p: ;a (3 REQ'D FOR THIS CONNECTION)(304 S.S.) BAFFLE "B" 1 „t SEE DWG. 21 .30 BAFFLE "B" CORNER CONNECTION CLIP SEE DWG. 21 .30 ANGLE—SEE DWG. 24.30 (2 REQ'D FOR THIS T THICK D CONNECTION) PVC STRIPS d D BAFFLE "A2" SEE DWG. 21 ,10 SECTION 1 1�2 3 . 40 NOTES: 1 . THIS CONNECTION REQUIRED AT THREE LOCATIONS OF TH.E BAFFLE WALL PANELS SHOWN. NA'TGUN CORPORATION A DIVISION OF DN TA NIES 11 TEAL ROAD WAKEIIELD, IAA 01660 e®F 0.80 MG WATER STORAGE TANK rmv.NMI Dm ZN SQ® '�Sgc OH= I DATE HYANNIS/BARNSTABL.E, MA (MAI-IER) SALVATORE �� 'The information contained E N G R: TI G F1 E & BOND MAROSTRUCTURAL un SSTRUCTURAL , herein Is the property of POCASSET, MASSACHUSETTS patpun Corporation and may JOB No. 11 C38A cr^523 not be duplicated, In whole or In part, used for other than BAFFLE WALL "A27BAFFLE WALL Internal review purposaa, or "B" CONNECTION D ETAI L disclosed to othera, without the prior express smitten Dwk By ARM 80ALE NTS DWOL NO. 23.40 y�f fir/( permission of Nate Corporation• clm.BY HFR JDATE 9/7=SHEET 0S OF qs 1"0 x 7" LG. BOTTOM BAFFLE WALL N.C. H.H. BOLT CONNECTION PLATE W/ NUT & 2 WASHERS SEE DWG. 24.10 (3 REQ'D FOR THIS CONNECTION)(304 S.S.) _ DRILL �n� x 6-�� DEEP HOLE INTO FLOOR FOR RAMSET/REDHEAD EPCON C6 BAFFLE "B" ANCHOR ROD ASSEMBY. SEE DWG. 21.30 }"f SEE DWG. 22.00 (3 REQUIRED FOR THIS CONNECTION) SLEEVE THRU BAFFLE "B" BAFFLE WALL SEE DWG. 21.30 TYPICAL 1�� BOTTOM CORNER CONNECTION O O CLIP ANGLE—SEE DWG. 24.40 (2 REQ'D FOR THIS p CONNECTION) " BAFFLE "A2" 1 PVC THICK STRIPS �a SEE DWG. 21.10 SECTION 1 23.50 NOTES: 1. THIS CONNECTION REQUIRED AT THE BOTTOM OF THE BAFFLE WALL PANELS SHOWN, 2. ONE (1) CONNECTION REQUIRED THIS TYPE. ATGUN CORPORATION A DIVISION OF DN TANKS 11 y1AKE IE D 01880 OFA9� 0.80 MG WATER STORAGE TANK sib ' a0 ow�t o"� HYANNiS/BARNSTABLE, MA (MAHER) c irAf.11ATORE �u+ 'The Information contained ENGR: TIGHE & BON® MARQUES �r herein Is the property of POCASSET, MASSACHUSETTS UCTURAt y Nate Corporation and may .DOB No. 11 C38A not he dupllanted, In whole or In part, used for other than BAFFLE WALK "A2"/BAFFLE WALL Internal review purposes, or "B" BOTTOM CONNECTION DETAIL f disclosed to others, without the prior express written cw�L®V ARM 60ALE NTS DWQ NO. 23.50 permission of Natgun Corporation.. cmc-sy HFR DATE 9/7/11 SHEETBG OF 7S' TANK WALL/BAFFLE WALL CONNECTION CLIP ANGLE SEE DWG. 24._50 (2 REQ'D PI 20 x 3 a LG. FOR EACH OF THESE a 316 S.S. WEDGE ANCHORS CONNECTIONS) 2 4„ DEEP EMBEDMENT SLEEVE THRU (4 REQ'D THIS CONNECTION) BAFFLE WALL TYPICAL D: o 4 � 4" PVC SPLIT WATERSTOP CUT TO FIT IN FIELD BAFFLE WALL CONTINUOUS FOR FULL HEIGHT OF WALL 1"0 x 7"LG. TANK WALL 4 N.C. H.H. BOLT p W/ NUT & 2 WASHERS a (1 REQ'D FOR THIS CONNECTION)(304 S.S.) SEE NOTE 3. NOTES: 1. THIS CONNECTION IS REQUIRED AT FOUR LOCATIONS ALONG EACH OF THE BAFFLE WALL SIDES. 2. SIXTEEN (16) CONNECTIONS TOTAL REQUIRED THIS TYPE. 3. THE THROUGH BAFFLE WALL BOLTED CONNECTION SHALL BE SNUG TIGHT TO ALLOW SLIGHT JOINT SLIP AS THE TANK WALL TRANSLATES IN AND OUT DURING TANK FILLING AND EMPTYING. SECTION 1 23 . 60 NA°TGUN CORPORATION A DIVISION OF Dim TANKS tl TEAL ROAD WAKERELD, MA MUD Dsa OF 0.80 MG WATER STORAGE TANK OF tiffs„ Fev.NO. Dwri CWD, DATE HYANNIS/BARNBSTABLE, MA (MAHER) SAWATOAE yG� 'The Information contained ENGR: TIGHE & BOND ® MARQUES heraln Is the property of POCASSET, MASSACHUSETTS $ S � � Natgun Corporation and may JOB.No. 11 C38A not be duplicated, In whole or In part, used for other than TANKWALL/BAFFLE WALL Internal review purposes, or CONNECTION DETAIL disclosed to others, without c� the prior express written DWX By ARM SCALE NTS DWM NO. 23.60 permission of Natter Corporation.' am.aY HFR DATE 9/7/1 1 SHEET -7 OF "15 f I 1 i i I 5„ �-f + 5t$ - -- I 24„ I FIELD DRILL 1i"O HOLE THIS HOLE FRONT VIEW (2 REQ,D) SIDE VIEW � I 4 TOP VIEW NOTES: 1 . PLATE SHALL BE 304 STAINLESS STEEL. 2. 29 REQUIRED THIS TYPE. NATGUN CORPORATION dA DIVISION OF DN TANKS 11 TEAL ROAD WAKERELD, AAA M@68 tHOF+49 0.80 MG WATER STORAGE TANK SALVATnRE su:v.ta cwX cWm. WrE HVANNIS/BARNSTABLE, MA (MAHER) �: MARQUES 'The Information contained EN G R: TI G H E & BOND ST TURAL twoherein Is the property of POCASSET, MASSACHUSETTS Nate Corporation and may JOB No. 11 038A not be duplicated, In whole or In part, used for other than STAN DAFT D BAFFLE WALL Internal review purposes, or CONNECTION PLATE disclosed to others, without the prior express written WM By ARM [OATE cAu NTS owa W. 24.00 permission of Wat9un- Corporatiom, teem•By HFR 9/7/11 SHEET 9% OF 9S" FIELD DRILL 1j"fie HOLE FIELD DRILL THIS HOLE 7 (2 REQ'D) THIS HOLE 1711 5 +J +i BENT 7" 7" PLATE i 3"-� i 34" FRONT VIEW SIDE VIEW 1" 4 " i NOTES: 1. ALL MATERIAL SHALL BE + 304 S.S. 2. 9 REQUIRED THIS TYPE. 1"0 HOLE 2 „ SHOP DRILL TOP VIEW NATGUN CORPORATION A DIVISION OF DN TANKS 11 TEAL ROAD WAKER&D, MA 01U0 0.80 MG WATER STORAGE TANK �'y(NOFAgq� am am. I DATE HYANNIS/BARNSTABLE, MA (MAHER) �" cs "Tire Information contained ENGR: TIGHE & BOND SMALMATOME �, heroin Is the property of POCASSET, MASSACHUSE17S ' Na C radon and may- JOB No. 11 038A STRdJCTi141 G not be duplicated, in whole or In pan, view r other than BOTTOM BAFFLE WALL Internaldisclosed to othere, without CONNECTION PLATE i the prior express written ay ARM 80ALE NTS DWM W. 24.10 permission of IdatOun IS- corporation- By HFR oA� 9/7/11 SHEET OF �la� II I i T 18 0 HOLE „ FIELD DRILL BENT 8 PLATE I � 4 �4�� 3„ I� 32„ 6„ 6„ FRONT VIEW SIDE VIEW 1 "0 HOLE SHOP DRILL NOTES: 1 . ALL MATERIAL SHALL BE 304 STAINLESS STEEL. 3" 2. 16 REQ'D THIS TYPE. TOP VIEW NATGUN CORPORATION A DIVISION OF DN TANKS 11 TEAL ROAD WAKEFEELO, AAA 01080 g14Oy S 0.80 MG WATER STORAGE TANK - ]FIEV. D1 MDATMEHYAIe NIS/BARNSTABLE, MA (MAHER) S&VATURE Gcn 'The Niforrratton contmdo� E N G R: TI G H E & BOND STPXTURAL AQUES heroin Is the property of POCASSET, MASSACHUSETTS ~ Nate Oorporad= and may JOB No. 11 C38A �' �• or Inopart, used duplicated, ittherr than BOTTOM CONNECTION A Internal review purposes, or CLIP ANGLE y disclosed to others, without �}/ the prior expreso written DwK By ARM ao� NTS ®wa ram. 24.20 !` 13111 Oorporattion'permission of NOW .By HFR DATE 9/7/1 i SHEET qO of'qS" 84„ 842411± l Tom\ 1 q 51, 18"0 H 0 LE FIELD DRILL 4 FRONT VIEW SIDE VIEW 84„ BENT PLATE NOTES. 1 . ALL MATERIAL SHALL BE 84» 304 STAINLESS STEEL. 2. 6 REQ D THIS TYPE. �1 f 4» TOP VIEW NA'TGUN CORPORATION A DIVISION OF ®N TANKS waEEiL R D 01880 m 0.80 MG WATER STORAGE TANK OF r RAMHYANNIS/BARNSTABLE, MA (MAHER) , "The Information contained ENGR: TIGHE & BOND SMMATORE yG herein Is the property of POCASSET, MASSACHUSETTS MARES , Nan Corporation and may JOB No. 11 C38A " STHl1C7tlRAL y not be dupbsted, In whole or In part, used for other than CORNER CONNECTION Internal review purposes, or CLIP ANGLE disclosed to others, without the prior express written Dwmt BY ARM 6CALE NTS Dwm W. 24.30 permission of Nstpun L3 I/ Corporation.® OHM rim-141FR DATE 9/7/11 SHEET °�r OF `1� i BENT PLATE Bill I ' ---- }--------- =}---------- 8i„ „ 1 „ HOLE -5„� �. ^5„ FIELD DRILL 84"x8 "x „ PLATE 8 FRONT VIEW SIDE VIEW 3 5" 16 81ll NOTES: 1 . ALL MATERIAL SHALL BE _ 304 STAINLESS STEEL. 2. 2 REQ'D THIS TYPE. 1 "0 HOLE 51, . SHOP DRILL TOP VIEW NATGUN CORPORATION A DIVISION OF ®IN TANKS n TEAL ROAD sTttOF� WAKEREL®, IAA 01000 0.80 MG WATER STORAGE TANK c' SALVAfflRlw nv.ND DWFL DATE HYANNIS/BARNSTABLE, MA (MAHER) MARQUEs '; ENGR: TIGHE & BOND STFitiCTURAI � 'The Information contained pg herein Is the property of POCASSET, MASSACHUSETTS ! Natoun corporation and may JOB No. 11 C38A not be duplicated, In whole or In part, used for other than BOTTOM CORNER.- Internal review purposes, or CONNECTION CLIP ANGLE q disclosed to others, without do prior express written DWR By ARM W� NTS Dwa ND. 24.40 permission of Nat gun Corporatlon.' cm.By HFR DATE 9/7/11 SHEET �2 OF 9 S 2 9 ,> 7" >, 2„ 3„ 21" + — i 2„ g"O HOLES 'I 4„ 1 j"O x3"LG. SLOTTED HOLE FRONT VIEW SIDE VIEW 9F i l 7 BENT PLATE 7„ NOTES: 1 . ALL MATERIAL SHALL BE filly 304 STAINLESS STEEL. 2. 32 REQ'D THIS TYPE. 3. ALL HOLES SHALL BE SHOP DRILLED. of TOP VIEW NlATGUNI CORPORATION A DIVISION OF INI TANKS 11 TEAL ROAD ®�OAAA4 WAKEFIELD, IAA MUD 0.813 M ,WATER STORAGE TANK SALVATO6-F rery ran. ° Dram °per HYANNIS/BARNSTABLE, MA (MAHER) IwAR= �� 'The Wormatton contained ENGR: TIGHE & BOND STRUCTURAL herein is the of POCASSET, MASSACHUSETPS .25523 Natgun Oorp a�and may JOB No. 11 C3SA ST not be dupbated, In whole or T In part, used for other than TANK WALL / BAFFLE WALL internal review purposes. or CONNECTION CLIP ANGLE /�yf j disclosed to others, without ! r/ the prior express written By ARM Ocm2 NTS owe"M 24.50 permission of Natgun CorporntlorO tam.BY HFR DATE 9/7/91 SHEET 9-3 OF'1�- NOTES: 1. 7 LOCATIONS REQUIRED FOR THIS BRACING ARRANGEMENT. SEE DWG. 20.00 FOR LOCATIONS. 2. ALL BRACES AND ALL BAFFLE WALL CONNECTING PLATES MUST BE INSTALLED PRIOR TO REMOVING THE 1"0 x S"LG. TEMPORARY BAFFLE WALL BRACES. N.C. H.H. BOLT W/NUT AND 2 WASHERS PRECAST CONCRETE (2 REQ'D FOR THIS BAFFLE WALL CONNECTION)(304 S.S.) TOP BASE PLATE SEE DWG. 25.10 SLEEVE THRU TOP BACK—UP PLATE BAFFLE WALL SEE DWG. 25.10 3"OSCH.40 304 S.S. PIPE BRACE SEE DWG. 25.10 PRECAST CONCRETE BAFFLE WALL BOTTOM BASE PLATE SEE DWG. 25.10 7'-9j"f TANK FLOOR RAMSET EPCON C6 SYSTEM DRILL J"O x 5" DEEP HOLE FOR J"O S.S. THREADED ROD x 7" LG. W/S.S. WASHER AND NUT 2 REQ'D PER BRACE NlA"TGUN CORPORATION �s � A DIVISION OF ®N TANKS 11 TEAL L R D MA OifB®f! �'fN OF qf� s$� 0.80 MG WATER STORAGE TANK SALVIATO FEV•W. DWR OHM DATE HYANNIS/BARNSTABLE, MA (MAHER) Y STR f�AR E 1.s 'rho Information contained ENIGR: TIGHE & BON UCTUFL4 M F!o herein Is the property of PO CAS S ET, MAS SAC H U S ETTS • �. 0 Natosn Corporation and may JOB No. 11 C38A not be duploated, In whole or y In part, used for other than Internal review purposes, or BAFFLE WALL PIPE BRACE f dtscloead to others, without f f the prior express written Dw►L ay ARM aoALE NTS DWa NO. 25.00 permission of Notgun Corporation." cm-sY HFR DATE 9/7=SHEET�q OF `�S SHOP WELD TOP SHOP WELD BOTTOM BASE PLATE TO THIS 3"0 SCH. 40 304 S.S_ E THIS END OF BRACE PIPE (0.D. 3.5") END OF BRACE 15'-10a' 30' _ 2" 1d"o HOLE 1d"0x2" SLOTTED HOLE 1i"� �� j-0 HOLE ` SHOP DRILL S OP DRILL SHOP DRILL 1 REQ'D 1 REQ'D A W DRILL 2 REQ'D 2 REQ'D 3"—{ I 6" e- 1'-0' 0 3' i" THICK Er PLATE THICK 1—s" PLATE f ' r THICK TOP BASE PLATE TOP BACK—UP P BOTTOM BASE PLATE - LATE 1 REQ'O PER BRACE 1 REQ'D PER BRACE 1 REQ'D PER BRACE SHIP LOOSE NOTES: 1.ALL MATERIAL SHALL BE 304 S.S. 2.FABRICATOR TO SHOP WELD BASE PLATES TO PIPE 3.GRIND SMOOTH ALL EDGES. 4.SEVEN (7) BRACES REQUIRED THIS LAYOUT. 0.80 MG WATER STORAGE TANK. c®ua� HYANNIS/BARNSTABLE, MA (MAHER) 4 nt=_v.NM Dwri CHM DATE ENGR: TIGHE & BOND �� = NATGV�V CORPORATION JOB MASSACHUSETTS o JOB No. 11 C38A N A DIVISION OF DW TANKS IR TEAL ROAD WAKEFIELD,,MA cif) 'Tbe Information contained herein b the property of Notgun BAFFLE PIPE BRACE DETAILS Corporation and may not be duplicated, In whole or In part, used i Slip Ula for on internal review purposes, or dleclosed to others, awr4.®r ARM SOME NTS Dwo rao. ther 25.10 wMKM the prior express written permission of Natpm Corporation' omm.By HFR DATE 9/7/11 SHEETGS OF g5 ..o... ,.Z a .r,.^f�k..T'^+o•�..^r..�;-, ,?. ...w..,,}t".-r,.y..w'-•t`•�*.,.N`.�;*R•w'•.T;.-.1Sa•t-^•,.ttt`t,y-..r•.,...� Cu'r'."i''Q.''r�-r:'�„p'�,,�y:.r{�{�i`-.�:i-�rw• -..o-:-�...p"`ay„'".+.'o-.stir«-�e`,�r's..�• �'r`••",+I Assessor's office(1st Floor): Map328 L'Ot lll2F 41 Assessor's map and lot number S ' poi TM toy ,r Board of Health(3rd floor): WP e Sewage.Permit number Z i Engineering Department(3rd floor): DASaST_11�"'� � ,, ..„ (bm►1r q0 House'number Definitive Plan Approved by Planning Board 19 �0 v APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2::00 P.M.only TOWN . OF' BARNSTABLE BUILDING,: INS.PECTO .R u7 APPLI CAT ION FOR PERMIT TO Construct a Water "Pumping Station Addition. TYPE OF CONSTRUCTION Addition, to FXi s't i ng Facility 5/9 r 91 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location 47 Old Yarmouth Road, Hyannis " Proposed Use -Public Water Supply � +r Business Hyannis Fire District Zoning District Fire District y, Name of OwnerBarnstable Watr Company Address 47 Old Yarmouth Road, H7rannis rac & c Co.*]K Inc. ` Name of Builde a�>� t u ab XNX11111O:kPaAy Address 776 Washington St. , Canton, Ma., Name of Architect Dufresne-Henry; Address 239 Littleton Rd. , Westford, Ma . O1 Number of Rooms 1 Foundation Concrete Exterior Masonery Block Roofing Wood & Asphalt Shingle Floors Concrete Interior Ma s one ry Block Heating Gas TTnit Heaters *Plumbing None Fireplace None Approximate Cost 128 s 000.00 F Area Diagram of Lot and Building with Dimensions '"�« ` Feedb� See attached plans, i e „ r OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. " Name Lucey Construction Supervisor's License 00521 BARNSTABLE WATER CO. A=328-142 cc)l No 34332 Permit For Build Addition Water Pumping Station Location 47. Old Yarmouth Road Hyannis . Owner. Barnstable Water Co. Type of Construction Frame Plot Lot _ Permit Granted May 13 , 19 91 r Date of Inspection 19 Date Completed 19 t� 'PERMIT COMPLETED . L u ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 77 Map Parcel: ( ..Application # b071 Health Division Date Issued Conservation Division Appfication F Planning:Dept;. :Permit Feel Date Definitive.Plan Approved by Planning Board U� Historic - 6KR _Preservation/Hyannis roject Street Address Village v Owner��`�''naa` "`'' Addresses 0 Telephone Permit Request- .jam Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatim I Construction Type -i Lot Size Grandfathered: ❑Yes ❑ No If yes, attach s pporti( 'documentation. � Dwelling Type: Single Family :0 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King Highwa-iVi ❑Ves ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.): Basement Unfinished Area(sq.ftP, new Number of Baths: Full: existing new Half: existing 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 0 new size_Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing U 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 Telephone Number Address �3 D VP S +� �`/ L`� I I License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO TrV SIGNATURE � DATE FOR OFFICIAL USE ONLY } t APPLICATION# - DATE ISSUED MAP/PARCEL NO. 5 ADDRESS VILLAGE OWNER I DATE OF INSPECTION: FOUNDATION FRAME a INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL a i GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r I j The Commonwealth of Massachusetts y Department of Industrial Accidents "3 Office of Investigations ..LY 600 Washington Street Boston,MA 02111 g ' www mass.g ov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information y Please Print Legibly Name (Business/Organization/Individual): t '' '� 63 ro,_r Address: OS_6_2t� U ( ® S�,_RZAL Jr';�->G7 P.Qy l41 LA_ R—a City/State/Zip: ,"L l �, Phone#: �t5i ) <:;;-1 7 ''-'`/ 7 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction em yees(full and/or part-time).* have hired the sub-contractors 2. am a sole proprietor or partner- listed on the attached sheet. $ ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its officers have exercised their 10.❑Electrical repairs or additions required.] 3.❑ I am a homeowner doing all work right of exemption per MGL 1 I.❑Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no 12. oof repairs insurance required.]t employees. [No workers' comp. insurance required.] 13.❑Other 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. T Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and corrreect. Signature � �- Date: /0 / Phone#: V 7't Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector [.Other Contact Person: Phone#: Jai • ' ��'� . ' ' (� Ul tior49 P� lug �, istratlo ° 143999 rpgg9` 4 l' nR Expiration— 111�1'512009 OD>=LING }STOM B IIIDI.NG'F 'y � 3 E�� BEtOW,N ar gRo, fir ' 1 YF11LL ' ' 563 OLD STRA`NBERt.� pdmtntstr�tor Cis CENTERVILLE, MA 02b32 Massachusetts- Depakrtmcnt of Public Sufct� �r Re!„ulutions ,ind Standards �. Board of Buiidin� ecialty License Construction Supervisor Sp r a .. License: CS SL 100878 Restricted to: RF,WS � ROBERT BROWN 563 OLD STRAWBERRY HILL R CENTERVILLE, MA 02632 k Expiration: 10/1012011 Tr#: 100878 ('ummissi„nck. e k" µ } , �"`i''°se°r tegistra�ion :7 the ez <u $a!!d.�o .. : {l of P ration dat�� If lAa�t�idul:µ ,on BuildingRegul foundTet!#1n' �► R�1¢hburto lOgace 301 as4ardss t" Okla.02 t paled iiw 1 of _.,�� ; Ylassachusctts Depar ulat ons public I Stun�ilards Board of Buildi", . Specialty License Construction Supervisor Sp Y License: CS SL 100878 e Restricted to: RF,WS `.., ROBERT BROWN 563 OLD STRE 632 MA 02 RY ILL R 1 c CENTERVIL , r" c Expiration: 10/10/2011 ��-G-- Tr#: 100878 . ('ununissiuncr Town of Barnstable SAM Regulatory Services Thomas P.Geiler,Director Building Division Town Perry,CRO Buildin Coca missioaaer s 200 Main Street, Hyannis,MA 02601 www.town.bariastable.ma.us Office: 508-862-4038 ' Pax: 508-790-6230 Property Owner Must Complete and Sign This Section If T. n A Bull : J tit°L J 1I i7lC�cT e"�`^'" °��¢�°I•t,� Ili I. 4 u � Lm,"l-DOW ��,,i s A�,as 4amM of the subject property hereby authorize , "�, �' ��1''1 to act on my behalf, in all matters relative to work authorized by this building permit application for: (gees of Job) �igiza-- M P�b RR Tate Print Name QYW=:expmtrg uvise071405 i �r� r` - � � L��_ ��a� . m �a„e C' !£'.S�f,.:�'rn��•,+�y�)i. Tt,�-tii �'..'P�� 2 t i7J ♦ 1"St.� ^-yya1;r1-w' .'a.�r� v�>ek� Assessors} maps and h lot numbs` H T��♦ IrF}�b Sewage ;l?e rmlt.�,Dumber o , ,.y •� �7 Cam. - BABH9T118L8 Mouse, number .. .. .. ' T ... .. WO,,OF BAR N''STABLE . ai s A i , s U�I'L�D'I PIP :or H n n ' APPL'ICATION F R"PERAA �?..... ....O IT' TO 4:f !� .Q f, r is ra . r.; 5 s Ac �: , 4 r' 'TYPE ,OF,CONSTRUCTION d9 oo 0, 1-Dn M r� rrNr, ................................................19: if 1 TO THE INSPECTOR OV BUILDINGS:,!;. A. Y TFie�"unde-rsi fined h' i g ereby:applies ,for a'permlt;raccording to the following information: I_w� Location ��J J�t+n.. �, /��e NVA !A, "? I ' r got.d ... ........../.C...�..... ....... •• .•••: .. . .... ......... ......... ..........Propose ... �f ; ' Zoning iDlstrlctlr .............................� ...............Fire District J� lb Name of Owner . Afpiv c? R1 t w K?/'a C D........:Address .....O IL 0, V iJWNre e7-6,- /919• HVA..A A , r " ,(� P .9,; �"".•:•.,.r 1 /� y �/v �r�S Mfi►, •Rn /� r ,IName of Builder+ , R ✓i ..Address d, ..r.. a. �_ _ ..-. - .. _. y........................ �'. (3l�'I�CM Tf1/SL[ �aTRR C V DG0 vRP„+,y7► 7t. u Narrie,of Architect ........ .... r .. .... ......Address ........ t I 'umberRooms .. .: Exterior ill:: ... .. .. ::...:.. ..:.. Roofing A-E axAt ........ ........... ... .......... .... •.... f w :. FI Interior• Does - i I 'Heat`ng,' ...::�... :..... wsd�� Igla� r Plumbing :.... .... . .........�...,,,, ....:: ,..• Frreplace % > , Approximate Cost ............. ®a m. .. i ................................................ S : } Def nitil e&:lan Approved'IbyJ PlannlLng,w,l3oard -- ------ -----___1.9___---- ,Area I �Id 9 ' :- ildmg with Dimensions . Fee _ ............................ Dla ram,,,ofy Lot and Bu ) SUB'JEC7 tiTO APPROVA { 1 ar r u L OF BOARD i0F 'HEALTH �4r, i•,rJ , ;fr.,p "T ` SFr I J•_ ', , ' - k v�7 1 q J r` f G1 hereby, agree to'conform' to;all the Rules and Regu lations of:the Town of Barnstable reg aiding the above; construction =�f t �,12-i rY •r Name- . . .. ... ................... ...... ..................... rt 4�y fs '{.t I , 'i� 'u. D rii YI:.I Y, 'it. r - J I .: � � ._ � •`I }�` '. R .J-,.. �!."'��' .�� 'o'�,,trr`<o �`Sf��'7.;`�u`�, ��'.�C -"'atS,6'":� .`.+.°-��'.1Ckrtti;.1,a,....�,�.-s`.`�.rn�hwx:.,_•�.�s«at�l. .re.�.t:�-L�.rt1�'V-:�1�...�.�..r..�k,.b .;f�r�;-f�irie�ta il�_� / ) .� Barnstable Water Company A=328-142 2O86O one No ---.--. Permit for ----..�.�.�'�---.. . umouooruiaI buildiu� -----------------.--------- � 15 OId �armoutb Boad z ' Location ---.-----------------.. '� Hyannis --''-----^—~----~—'--^------- Owner ____Baruatable..Wot��..Co.�___ Type of C6notruction ---.�r!ame..................... _\\^ .^ �` c>' ----_.--------------.—..----_ i Plot ............................ Lot ................................ � � VV = b ' 0ovember 2T 78 Permit Granted -------------.l9 r" Date of Inspection ------------lg Dote Como|u+a6 ...................................... REFUSED l� � ^� �� -��> —..a./��*`. --��.x..�.. �7' / ` ^ -----.-----------.---------- � —.-------.-----.------------. . � . -------------.-----~------- - -� ---------------- lg ApprovedL - - - ~ � 611 -------.------------------- -------~---------^^'--^—'~^^^- _ COMMONWEALTH DEPARTMENT OF PUBLIC SAFETY OF 1010 COMMONWEALTH AVE. ` MASSACHUSETTS BOSTON,MASS.02215 ENCLOSE CHECK OR MONEY ORDER LICENSE FOR REQUIRED FEE, EXPIRATION DATE CONSTR. SUPERVISOR MADE PAYABLE TO 06/30/1993 6 EFFECTIVE DATE LIC-NO. 6 RESTRICTIONS "COMMISSIONER OF PUBLIC SAFETY" NONE = 05/30/i991 005218 -�F30 n p (D S SASH). j m JOHN F LUCEY T 5 E 3ROADMAY SS 039-09-2528 TAUNTON MA 02780 PLEASE NOTE FEE INCREASE FEE: APR 17 1991 PHOTO(B' ONLY( 100.00 E FECTIVE FEB. 1 1989 HEIGHT: NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY STAMPED OR SIGNATURE OF THE COMMISSIONER �f�a�s• DOB: 03/11 /19221 , D NOT DETACH LICENSE STUB THIS DOCUMENT MUST BE, SIGNATURE OF L NSEE « SIGN NAME IN FULL-ABOVE SIGNATURE LINE CARRIED ON THE PERSON OF 1 THE HOLDER WHEN ENGAG- OTHERS. U'S PRINT ED IN THIS OCCUPATION! COMM' ONER 200M•2.87.81 a29 1• I I e _ I Assessor's office(1st Floor): Map328 Lot 142 Assessor's map and lot number 1 A P R 0 V E D yof�wc ro` Board of Health(3rd floor): Sarnstah Sewage Permit number tk,,k Engineering Department(3rd floor): t DA"STABLL House number Signed ' 39• Definitive Plan Approved by Planning Board 19 rev APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN •- OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO construct a Water Pumping Station Addition TYPE OF CONSTRUCTION Addition to Existing Facility 519 19 91 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the 0following information: , Location 47 Old Yarmouth Road, Hyannis Proposed Use Public Water supply Zoning District Business Fire District Hyannis Fire District Name of Owneparns table Water Company Address 47 Old Yarmouth Road, Hyannis rac & uc Co. Inc. Name of Builde ax>� A NX 1[axl �m KXY Address 776 Washington St. , Canton, Ma. Name of BuildJName of Architect Dufresne-Henry Address 239 Littleton Rd. , Westford, Ma, 01886 Number of Rooms 1 Foundation Concrete Exterior Masonery Block Roofing Wood & Asphalt Shingle Floors Concrete Interior Masonery Block Heating Gas Unit Heaters Plumbing None Fireplace None Approximate Cost 1280000.00 Area UU Q� 0 Diagram of Lot and Building with Dimensions Fee Azoo /d6 See .attached plans. OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. J Name 5hn F. Lucey Construction Supervisor's License o05218 n BARNSTABLE WATER CO. 34332 Build Addition No Permit For . Water Pumping Station G s Location 47 Old Yarmouth Road - -Hyannis 1- Owner. Barnstable Water Co. w c o 'Type of Construction Frame ` Plot Lot c c �£ Permit Granted May 13 , c' ; 19 :1 t r , Date of Inspection 19 Date Completed 19 L-- ;0 tty C, 17) C 1-7) f C� • ! " y ` - ill t� e , it `• r , 7;. LJ ✓( C- Assessor's .map. and� lot `number .. a- ..:...:,:`f Q/r•' ,,VC ,SEPTIC SYSTEM MUST BE N Sewage:Perm ��/it number ....... .... ..... ... .. . . . ' :.. cl r INSTALLED IN COMPLIANCE �� ?! . ' =WITH ARTICLE II STATE W 1\ U F' BARN SR�GlJ>>r 4 to SAND TOWN }. 8JHH9TABL ' i cs c a�Y ` DUILDIHG INSPECTOR 039. ��. a • 0 �. APPLICATION,FOR PERMIT TO ....... : ........ �{ �.....: .................. .?... 6- CH TYPE OF CONSTRUCTION ...........:..........:. -I, rry .... ............................... ........... .............................................. nct' ................................................19......... ' TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........... .. Ya, a........91 N ................... ProposedUse ............... ........................................ ....... Zoning District ............ ......................................... ....Fire District HN'�� r Name of Owner ' ...Address ....o.<...h..../[p(pn v�i ..... Q.� / .-�•'r Name of Builder ..FR.IS�N k...... .......�F.!�RY..............Address ............c......•! 1 ........P ...`..!...:.. ........r.A. 5� Name of Architect ..................................................................Address Numberof Rooms ................:.......J........................................Foundation .............................................................................. Exterior ....................................................................................Roofing .................................................................................... Floors ...............Interior .................. ............................................. ........................................................... ......Plumbin ..:....................................................Heating .,...... ...:................ g ............................ Fireplace .............................. ...................................................Approximate Cost .............��. .Y ..r'......................... f fJ Definitive Plan Approved by Planning.Board _---------------------------19 ---• Area -................. Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF .HEALTH I•hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above. construction. nn /� Name ........ �...�Gl.......... oq,?!.."�.. ......... .......... Barnstable Water Co. 20195 add to office No ................. Permit for .................................... space (interior) ............................................................................... Location Old Yarmouth Road ................................................................ ....................Hyj?nnis........................................... Owner ........Barnstable. . . . ..Water. ...Co................ .... . ...... . ...... .. ........ .... . Type of Construction steel .......................................... ................................................................................ Plot ............................ Lot ................................ Permit Granted ............ ......May 10 19 78 Date of Inspection .........1l. .............19 Date Completed ..� 1.. zV......19 PERMIT REFUSED ................................................................ 19 ............................................................................... ............................................................................... ............................................................................... ............................................................................... Approved ................................................. 19 ............................................................................... ............................................................................... �„o• ` • TONM OF BARNSTABLE Permit No. ------ Building Inspector cash 1L.000. . (l 1 dr. N�q�79 � riva OCCUPANCY PERMIT Bond _----__-_ "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Barnstable Dater Company Address �5 Old Yarmouth Rd, Hyannis 15 Old Yarmouth Road, Hyannis Wiring Inspector t' �/ y �. Inspection date Plumbing hispeetor ; F-) Inspection date f Gas Inspector �� ' / Inspection date Engineering Department jj .,.1 ,� , Inspection date •�, �> 71 THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. 7 19 � ... _.......__._....�_ 7 < t`f Building Inspector | ` | ^` ^ Assessor's map and lot numb(��— -�-W. SEPTIC SYSTEM MUST B num' ber' j"?) ......................... SANITARY CODE AND TOWN OF BARNSTABLE APPLICATION FOR PERMIT TO ... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby app Fies for a permit according to the following informa I ti,a,n: MA SUBJECT TO APPROVAL OF BOARD OF HEALTH 4404,66 (#W,,) | hereby agree to conform to all the Rules and Regulations of the Town of Bomnuhz6!e regarding the above construction. . . Noma --��..��., ~ ___________~ . ~~� | / Barnstable Water Company No .....20.860. Permit for ..........Sne..s.t.?,ry...... .... ...... ............�.!nme.r.c.ial...buil.d.ing.......................... ...... . . ...... ........ . ...... Location 15 Old Yarmouth Road ................................................................ Hyannis .............................................................................. Owner .... Barnstable WAer Co. .............................................................. Type of Construction ......CIV4R(�......................... ............................................................................... Plot ............................ Lot ................................ Permit Granted .....14.....ember 27 ov............................19 78 'Date of Inspection ....................................19 ate Completed �09;...........::19 PERMIT REFUSED ........ ......................................................... 19 ................................................................................ ................................................................................ .............. ................................................................ ....................:............................................................. Approved' p ............................................... 19 ............................................................................... ............................I.................................................. 326 142, Q�OFTNEr��i TOWN OF BARNSTABLE fps w O� • BAUST"LS, i. 039. 'BUILDING , INSPECTOR APPLICATION 'FOR PERMIT 'TO ..... TYPE OF CONSTRUCTION ...../%'/G®1:..1/" .. � Gf.�f.�9�Q... ... 1'1.../�r.r�G% ...:4''4............ .. ......AO.rr.'(,f..,,7......19./, TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies fo/aerrhit according to 'the following information: W6 . �° .................................. Location .. � I ..........................................:........:........ ..........................................p . .. .... ....................................Proposed Use ..... . ZoningDistrict ............. ....................................................Fire District ... J.`.. .................... ....................... Name of Owner ..d.�� .� � F�...�r:T...��. .....Address .�'�/...... ��.�..... . .... . .. . �f /.45...... • Name of Builder .:.�..//."24— . ...610-Address . . .. .t.r2 .... ® ..f`�J�+.. Nameof Architect ......................`:.:`:........................................Address ..................................................................................... t - Number of Rooms �.0._ . tele,s.... .S70r. EJ..........Foundation A&ere-7� Exterior ....Cile7-i1i: .....S.1 :./. 1 ........................:.............Roofing Floors ....&nerete............_......_.._..................................Interior ..... ...� �' ..` .....� .... / .......... ..� �/ ' ...................Plumbing .eew-,S. r ® ........ Heating ...1. ..'�. . .�"... .. .L�.lq'_. :.....:...:. �..e��....... Q. .�� Fireplace .................. ....................._........................................Approximate Cost . ........................................ Definitive Plan Approved by Planning Board -------------------_-----------19_______. Q Diagram of Lot and Building With Dimensions SUBJECT TO APPROVAL OF BOARD OF HEALTH V :E r1) / CA V < z. f. .hereby agree to conform to aFl the :Rules and Regulations of the Town of Barnstable regarding the above construction., Name ��! .............. Barnstable Water Co. | ' � � No 'Permit for & �- --_^..~ . . ^ / --.======`=°------------------ � . �Y �],� %�u�� Location .......................................................... �- -~.�� .- \ ~wan^+" 1 ----.---------------------. @�t�r Co \ | _ Ovvne, ----.��.��_______�___ ' ~ Typo of Construction -----'om_-ataa-I............... . - ................. � . Plot --------- Lot ----------' 4 � 0 ' D��rz� � �? Permit Granted ---.��'--._--]A '~ . ^ � Date of Inspection ' lA ~�� `- ~~'~ Completed ~ � ` | � � f ' Com � ^ PERMIT REFUSED . . / -----_.------_..................... 19 ' � ' | ''.'.-'...-.----.------'----'-----'' � ^-----^-------------`------- ' .......................................... . � --'----'—''''--'-'----~^-----'--' Approved . . ................................................ lV ' . ---------------'----------- | . ^ ' ------------------------.-.. � !' Mae Ili - - BARNSTA®LE _ V1/,+4TER CCiiVijANY _ 47 OLD YARMOUTH ROAD HYANNiS,.,:MASS. 02601 Y F ' F i BARNSTA13LE WATER COMPANY f +47 OLD YARM6' UTH ROAD HYANNIS, MASS. 02601 rp- I A 3 1 � e BARNSTA®LE WATER COMPANY 47 OLD YARMOUTH ROAD HYANNIS, MASS. 02601 E 10 SINKID - C, - _ Q : i .. r I� ,r i BARNSTABLE WATER COMPMY 47 OLD YARMOUTH ROAD � HYANNIS, MASS. 0260 Assessor's map and lot number `�` / '� ' Sewage Permit number ....... �: :!.:"'':' �r (''- I °`7"ET°�y TOWN OF BARNSTABLE Z BAMSTODLE, i MAIM 1639- M BUILDING INSPECTOR �Fo aY a. APPLICATION FOR' PERMIT TO ...............!.'...111)........� '..... �.t C fl�h',. TYPEOF CONSTRUCTION ..................................................................................................................................... ................................................19........ 'TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..........{?L................................................................Yn^ J r v,?! ...: .............................................................................. ProposedUse .............................................. c:. .............................................................................................................. 1, Zoning District .............r'�..........................................................Fire District ............./�f`;YJaw.R,.:.........................:. Name of Owner .!L`' ?4iv /f cr W?� 1��7 C c.� Address ...at. YH,¢A Q 0 l�'RAN� C 13f'PPRy...............AddresS .!^' I'�tiMAV R0 �ftiW, ,C SACS Name of Builder ..................................................,.. .....................:.............................................. Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms .......................I........................................Foundation .............................................................................. Exierior ....................................................................................Roofing ...................................................................................: Floors ......................................................................................Interior .................................................................................... Heating ..................................................................................Plumbing .................................................................................. IAJ Fireplace ..................................................................................Approximate Cost ................. :r!. .................................. Definitive Plan Approved by Planning Board ---------------------_----------19________. Area ' ....................... Diagram of Lot and Building with Dimensions Fee v......................... SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ........:° :�...:: ........1 ^ r'........................ Barnstable Water Co. ti 328-142 20195 add to office No ................. Permit for ..................... space (interior alter) t ............................................................................... r Old Yarmouth Road fLocation ........................................:....................... t Hyannis ............................................................................... Barnstable Water Co. Owner .................................................................. ' steel ' y Type of Construction .......................................... K ......................................................................'........ Plot ............................ Lot ................................ ), May 10 7 Permit Granted .................................... ...19 J Date of Inspe on .......................k, ...k.19 19 Date Co" pletedr ...........)..... ....... A�044 to L�u uti PERyMIJ/T REFUSED r S. ......./.....................................;..... .............. 19 �r ................................... f ................................ ..................................... ........................ ......................................... 2 Jr ---- t �� Iv ............................................................................... Approved ................... ............................ 19 i f ............................................................................... I .................... ......................................................... r � I SOIL LOG pA \7hY/.�.InA�'_Yrr�'keg/•iavu.�=w�i.,vt/. .L = — — -- �3 2 PEASTONE .04N B SILL 2 MAX. IL II °4 C.I. DIST , , , ° , � ° I °l eo—AZ e BOX ° F�yyec }; eoc5.r y4•,3 +I I 24"MIN I Ze.S yi I 4 y, /J'MIN.. - 1000 I _ ° ° 1000— GAL. J J 0 j GAL. - — 1' °° ° PRECAST OR SEPTIC 6 If oe BLOCK ° 0, Cc�xs� TANK a°, ° °) SEEPAGE PIT ° ti/ t✓:o 6cIZ. - 20' MINIMUM °) FOUNDATION I Ye WASHED STONE -� l (ELEVATION SKETCH 10 PBRC. PATL ° TEST B Y : C +C e-_> z i7, rq r4 SCALE: 1�= 4' _ --- '' V TOWN INSPECTOR l�.�auG GAx.l�p/ BACKHOE OPERATOR h ► N ,I— Ak.Cla4 •'y 4,-Z=PT/1'y 7H,07 ;rWAf TEST MADE ON ` 9 78 e?Al-0 -40&S 47 � nG°�a yf'O,ae'�Yi To 7**,r z,.a�//Vlf SE7` — a3 � D.� z ��.'"� `► aw t e. r rwfr IVI A4- U , .r of THE 1 � 72$ifYoV 0 4 4S4A2 f, 71R,6t.E/X4Jf ;`/� Cow, STEM aL s too.oa !�SSvd91 aGa LZN OF MAS 0s; , LAMES LAPSLEY 0 4,f 04 let /tea q � . II 1 r1p0A ` }� Ztl / �. 0� 01Yt ; 1 C� •G Si 7�'?IC. 7 S9r+r��400 iJs �i 5 q.�! r'.. .. 'V t)/qAy�wtum Aeea��g4� O�alap aLaw �a�? rM e s s y sre>+�t � J �•i� I` "'' �k•.��-.�. SI(�j4VIQGG3 • 188 S.F, a.Z.S 9,P.djJ.F, • 47o9.p.d. «' i III•,` rD r,,. �•►7 a m ` �'j S r,k �,o�.� .�. 7 G9t�.p a�° '�1 �.!; Y.. .'7'=�-i. ..� •�� '�-•��''""`-�- ""'- r...,,�. NAL ELEVATION SCHEDULE ;r ... .p, s �'y.,,.�• PROPOSED SITE PLAN I. INV. AT FOUNDATION _ 8•00 SEVA®E SYQTIEV DESIGN 2. INV. INTO SEPTIC TANK = g7',ga IN 3. 1 NV. OUT OF SEPTIC TANK = gr.s5 BFlh'/Y..S7/1946: (Pr)Q/y/y/.f)J 1�-�14ss 4. INV. INTO DISTRIBUTION BOX = •¢ SCALE : I'I- ZO* A/Q y� 1976 j, 2.3 7-29- 7 5. INV OUT OF DISTRIBUTION BOX _ 2� C— _ � 6. INV INTO SEEPAGE PIT _ L00 CAPE COD SURVEY CONSULTANTS ROUTE 132 7. BOTTOM OF PIT = 9/' Qa HYANNIS, MASS A DIVISION BOSTON SURVEY CONSULTANTS, INC. 8. BOTTOM OF STONE LAYER p Y STANDARD BAFFLE WALL BAFFLE WALL.,':CONNECTION + } . PLATE (SEE DWG. 24.00) a ON "STRAIGHT" WALL L a 4 r CONNECTIONS +_ONLY _ i„ TYP. v lYP. v 4 THICK ' SLEEVE THRU ' 4 .; THICK PVC STRIP BAFFLE WALL PVC STRIP SLEEVE THRU. " BAFFLE WALL TYPICAL TYPICAL TYPICAL "CURVED 1 "0 x 7"LG TYPICAL "STRAIGHT" f 1 "0 x -7"LG. BAFFLE WALL N.C.- H.H. BOLT . " BAFFLE WALL N.C. H.H. BOLT PANEL W/ NUT & 2 WASHERS PANEL a (2 REQ'D FOR THIS W/ NUT, & 2 WASHERS a CONNECTION}(304 S.S.} a � (2 REQ'D FOR THIS p a a ® CONNECTION)(304 S.S.) v DRILL 8"0 x 6j" DEEP o DRILL 7 0 x 63" DEEP HOLE FOR RAMSET HOLE FOR RAMSET BOTTOM BAFFLE WALL EPCON C6 BOTTOM BAFFLE WALL EPCON C6 CONNECTION PLATE ANCHOR ROD ASSEMBLY. CONNECTION PLATE ANCHOR ROD ASSEMBLY. SEE DWG. 24.10 SEE DWG. 22.00 SEE DWG. 24.10 SEE DWG. 22.00 NOTES: 1. NOTES: 1 . THIS CONNECTION IS REQUIRED AT THE BOTTOM 1 . THIS CONNECTION IS REQUIRED AT THE BOTTOM OF THE "CURVED" BAFFLE WALL PANELS. OF THE "STRAIGHT".' BAFFLE WALL PANELS. 2. SIX (6} CONNECTIONS REQUIRED 2. TWO (2) CONNECTIONS REQUIRED THIS TYPE. THIS TYPE. ` • SECTION AT "CURVED" BAFFLE WALL 1 SECTION AT "STRAIGHT" BAFFLE WALL 2 23. 10 3. 10 ATGUN CORPORATION r A DIVISION OF ®Nt TANKS 11 TEAL ROAD WAKEFIELD, MA 018E0 y e®F 0.80 MG WATER STORAGE TANK e�G ®mow aim. QasE MVAro HYANNIS/BARNSTABL.E, MA (MAHER) ENGR: TIGHE & BON® MARQU, ro+ 'The Information cons � � herein Is property of POCASSET, MASSACHusE'I°TS p ^523 Notgun Corporation and may ? ,JOB No. 11 03EA not be duplicated. Ina hole or Impart, used for other than �, BAFFLE-WALL BOTTOM JOINT Internal review purposes, orCONNECTION DETAIL dleclosed to others, without ,the prior express arritt®n owk By ARM FDATE NTS owtt nso 23.10 / ( permission of Nstgun a o omm By Co n. IiFB� 9/7/11 SHEEP ? Of J ADDITIONAL STANDARD _ BAFFLE WALL CONNECTION PLATE ON "STRA G HT" WALL a „t a CONNECTIONS. ONLY „� a p 1" THICK TYP. v TYP. v 4 SLEEVE THRU ?" THICK PVC STRIP BAFFLE WALL* P SLEEVE THRUVC STRIP 4 TYPICAL BAFFLE WALL TYPICAL TYPICAL "CURVED" 1 „ f3 G. TYPICAL "STRAIGHT" ' " BAFFLE WALL N.C. xH.H.LBOLT BAFFLE WALL 1 0 x 7 LG. PANELN.C. H.H. BOLT W/ NUT & 2 WASHERS PANEL a (2 REQ'D FOR THIS W/ NUT & 2 WASHERS Q p CONNECTION)(304 S.S.) < (2 REQ'D FOR THIS Q p CONNECTION)(304 S.S.) 1. v - g STANDARD BAFFLE WALL ° CONNECTION PLATE STANDARD BAFFLE WALL _ SEE DWG. 24.00 CONNECTION PLATE SEE DWG. 24.00 NOTES: 1 . THIS CONNECTION IS REQUIRED AT THE NOTES: TOP AND TWO MIDDLE LOCATIONS OF THE 1 . THIS CONNECTION .IS REQUIRED AT THE "CURVED" BAFFLE WALL PANELS. TOP AND TWO MIDDLE LOCATIONS OF THE 2. EIGHTEEN (18) CONNECTIONS "STRAIGHT" BAFFLE WALL PANELS. REQUIRED THIS TYPE. 2. SIX (6) CONNECTIONS REQUIRED THIS TYPE. SECTION AT "CURVED" BAFFLE WALL 1 SECTION AT "STRAIGHT" BAFFLE WALL 2 23.00 � �OO NlATGUN CORPORATION A DIVISION OF: ®N TANKS 11 TEAL ROAD W AKEFIELD, MA 01860 ►%OF4f 0.80 MG WATER STORAGE TANK tD cam. Dare SAtvATORE HYANNIS/SARNSTASLE MA (MAHER) �� , ENGR: TIGHE & SON® g I1RARf9L'�S sus, `T�a Nfonttatl®n Contained Sra L -, herein Is the property of POCASSEI', MASSACHUSE7TS Natgur Corporstion and may JOB NO. 1 1 C38A not to dupNcated, N whole or In part, used for other than STAN®AR®. BAFFLE WALL JOINT Internal review purposes, or CONNECTION DETAIL s disclosed to other-without / f the prior express written tom. BY ARM fVTS owe m 23,00 p i Natgn ="3x By HFR taATE 9 /7/1 1 SHEET91 OF 9S _ e - J _ �„ ; = NOTES: 7'- 1'. BAFFLE WALL PANELS SHALL RECEIVE A LIGHT BROOM FINISH ON TOP FACE. SEE EDGE JOINT SEE EDGE JOINT 2. PANEL VOLUME = 2.24 CY. DETAIL "$" DETAIL "B" 3. PANEL WEIGHT 4.52 TONS. 3'-10 " I _. 4. 8 PANELS REQUIRED THIS LAYOUT. 5. PROVIDE 2 NATGUN SHORT WALL BRACES PER PANEL 4 " 12" SCREED RADIUS FOR TEMPORARY SUPPORT. (BRACE LENGTH = 15'-6"),, = 14'-5" 6.:-FILL ALL INSERT HOLES WITH NON-SHRINK GROUT. 6j" OFFSET - HORIZONTAL LIGHT 7. INSERTS SHALL BE MANUFACTURED BY DAYTON SUPERIOR'CONCRETE ACCESSORIES. BROOM FINISH 8, ALL INSERTS SHALL BE LOCATED .ON THE INSIDE FACE. ,. - 9. SEE. DWG. 20.00 FOR; PANEL "13" LOCATIONS. 8 12" -1 j' CL. POLYETHYLENE FORM FINISH BOTTOM FACE 1j" P.T. SLAB BOLSTERS SEE EDGE JOINT 0. WALL BRACE INSERTS ® 5'-O"o.c. MAX. TYP. DETAIL "B" FOR 4"DIA, x 32" L!-4 W/ P.T.' 7'-1 1 j" 6" TYP. LOCATION 7'-10" ARC DIM. (2 REQ'D) BAFFLE WALL PANEL "B" - �-30 3 GROUND RELEASE 4'-3 LIFTING INSERTS W/ PLASTIC CHAIR 4,-8., ., 6'-6" (4 REQ'D) 1 -7 1" I.D. SLEEVE THRU RI)_TFBAFFLE WALL 2-#4H.x 7'-4" LG. 14 IN EBOTT MCH SIDE AND CENTER OF PANEL) 3 -4 7- V 4 ® 12 O.C. x 6 -0 LG. SEE KEYWAY DETAIL (TOP FACE) 1 1„ THIS SHEET FOR ^'': ; 4j" KEYWAY DIMENSIONS 20'-6" 6'-6" 8- 4 1>, @ 12" O.C. , x 20'-2" LG. 4j„ 1 ! PROJECTED VERTICAL LINE IN CASTING BED 13'-5" +' SAME As ABovE KEYWAY DETAIL EDGE JOINT DETAIL '.'B" 6'-6" 21-#4H.0 12" o.c. 3 x 7'-4" LG. 1 21.30 4'_ „ A'TGUN CORPORATION A` ISIOF! OF ® 11 TEAL N Ii11CS !R®A13 TA WAKEFIELD, MA 01880 Hp Y of 01 Fyn sy � 0.80 MG DATER STORAGE TANK o� FIYANNIS/BARNSTASL E MA (MAHER)s�i-vATaI�E � ®wnt ate. owe ' MAROUEs ENGR: TIGHE & BON® 6°' 3" TYP. SEE EDGE JOINT °The iMomratlon contained DETAIL "B" .FOR "`� � co herein Is the property of POCASSET, MASSACHUSETTS LOCATION qf`� Nat®un Corpomdon and may a JOB No. 11 038A not be duplicated, In whole or 1" I.D. SLEEVE THRU- n part. used for other than BA FFLE WALL F 3 �@ A ` Internal review purposes, or BAFFLE ALL® LEAN L "B" ( REQ'D EACH SIDE dWdomW to others, without AND 1 IN BOTTOM 2 rf f l Um prior express written o BY ARM $'-ALE NTS .. 21 .3 CENTER OF- PANEL) _ WmIsslon of Natpun Corporation." . ®v HFR DATE 9/7/1 i�' SHEET 75 OF qS 1 NOTES: 10'—4" 1. BAFFLE WALL PANELS SHALL RECEIVE A LIGHT BROOM FINISH ON TOP FACE. SEE EDGE JOINT SEE EDGE JOINT 2. PANEL VOLUME = 2.94 CY. DETAIL "A3" i 3. PANEL WEIGHT = 5.96 TONS. DETAIL "A3" 4. 1 PANEL REQUIRED THIS LAYOUT 5'_2" 5. PROVIDE 2 NATGUN SHORT WALL BRACES PER PANEL FOR TEMPORARY SUPPORT. (BRACE LENGTH = 15'-6") 11 HORIZONTAL LIGHT 9 6. FILL ALL INSERT HOLES WITH NON—SHRINK GROUT. BROOM FINISH 7. INSERTS SHALL BE MANUFACTURED BY DAYTON SUPERIOR CONCRETE ACCESSORIES. 8. ALL INSERTS SHALL BE LOCATED ON THE INSIDE FACE. 9. SEE DWG 20.00 FOR PANEL "AY LOCATION. 4� 14" CL. , 1 1 " 1j" P.T. SLAB BOLSTERS POLYETHYLENE FORM ® 5 —0 o.c. MAX. TYP. FINISH BOTTOM FACE SEE EDGE JOINT WALL BRACE INSERTS DETAIL "A3" FOR 4"DIA. x 3z" LI-4 W/ P.T. „ » LOCATION —10'_q" (2 REQ'D) BAFFLE WALL PANEL A3 21 �2O GROUND RELEASE 4'-3" LIFTING INSERTS 6'-0" 2'-2" W/ PLASTIC CHAIR 6" 6'-6" (4 REQ'D) 2—#4H.x 10'-0" LG. " SEE KEYWAY DETAIL THIS SHEET FOR KEYWAY DIMENSIONS #4V. ® 11j"o.c. 10 x 6'-0"LG. 9" _ —T! 20'-6" 6'-6" (TOP FACE) 12'-0" r' I 44" , o #4 ® 11j" o.c. c ' 11 x 20'-2" LG, 13'-5" SAME AS ABOVE 3j 1 1" I.D. SLEEVE THRU BAFFLE WALL 5'_0" (4 REQ'D EACH SIDE AND KEYWAY DETAIL 1 IN BOTTOM CENTER 21—#4H.® 12" o.c. 1 OF PANEL) 1 xx9105" G. 21.2o EDGE JOINT DETAIL "A3" '_oj, I 3" TYP. �SEE EDGE JOINT UN CORPORATION COVE BLOCKOUT 7' DETAIL "AY FOR A DIVISION OF ®N TANKS 11 TEA IER AD 01680 KEYWAY TO BE CONTINUOUS IN LOCATION 0.80 MG WATER STORAGE TANK THIS AREA 1" I.D. SLEEVE THRU ��NOF DWAL CHM. DATE HYANNIS/BARNSTABLE, MA (MAHER) BAFFLE WALL ENGR: TIGHE dx BOND (4 REQ'D EACH SIDE SALVA•T�Rfw "The Information oomalned AND 1 IN BOTTOM R+64ROUE"S M herein is the property of POCASSET, MASSAOHUSETTS CENTER OF PANEL) STR CTUP.1a Notgun Corporation and may i JOB No. 11 C3SA w� 3 not be duploated. In whole or 9 In part, used for other than n internal review purposes, or BAFFLE WALL PANEL. A3„ Alp a disclosed to others, without the prior express written Dom'°.BY ARM r 0ALE NTS Dove.M 21 .20 permission of Natgun Corporation." Mm.By HFR DATE 9/•7'/.t SHEET ��OF NOTES: 14 3 y 1. BAFFLE WALL PANELS SHALL RECEIVE A LIGHT BROOM FINISH ON TOP FACE- 1' 2. PANEL VOLUME SEE EDGE JOINT 4.07 CY. SEE e EDGE JOINT 3. PANEL WEIGHT = 8.25 TONS. DETAIL "A2" r DETAIL"A2•' ' 4. 1 PANEL REQUIRED THIS LAYOUT � •, 5. PROVIDE 2 NATGUN SHORT WALL BRACES PER PANEL 7'-1j" HORIZONTAL LIGHT FOR TEMPORARY SUPPORT. (BRACE LENGTH = 15'-6") 6. FILL ALL INSERT HOLES WITH NON—SHRINK GROUT. 9 "5 11j" BROOM FINISH q " w 7. INSERTS SHALL BE MANUFACTURED BY DAYTON SUPERIOR CONCRETE ACCESSORIES. III A S. ALL INSERTS SHALL BE LOCATED ON THE INSIDE FACE. 11" CL. 9. SEE DWG. 20.00 FOR PANEL "A2" LOCATION. „ 11 1 •' P.T. SLAB BOLSTERS ® 5'-0"o.c. MAX. TYP. POLYETHYLENE FORM FINISH' BOTTOM FACE SEE EDGE JOINT WALL BRACE_INSERTS DETAIL 'A2" FOR 3" ,- - BAFFLE WALL PANEL .."A2" LOCATION {2 IREQ D} Lf-4 W/ P:T. 1 F 21 . 10 0 0 4'-3" 3'-0" 2—#4H.x 13'-9" LG. GROUND RELEASE LIFTING INSERTS i TANDEM 12"o.c. o I (4 REQUIRED) F " SEE KEYWAY DETAIL THIS SHEET FOR #4V. 0 11j"o.c. KEYWAY DIMENSIONS I 14 x 6'-0"LG. (TOP FACE) 20'-6" 6'-6" 12'-0" 44" #4 ® 11 o.c. 1" ° 15 x 20'-2" LG. ° " 13'-5" Ev SAME AS ABOVE 1 1" I.D. SLEEVE THRU BAFFLE WALL N' 6'-6" . 21—#4H.0 12" o.c. KEYWAY D ETAI L 14 IN EBOTTOMC CENDE AND x 13 —9" LG. 1 . OF PANEL) EDGE JOINT DETAIL "A2" s" 6"J 3" TYP. SEE EDGE JOINT ATGUN ORPORATION A DIVISION OF DN `BANKS 11 TEAL ROAD DETAIL "A2" FOR WAKEFIELD, MA 01"D LOCATION %%AOFRP4S 0.80 MC �iVATER STORAGE "PANIC 1" I.D. SLEEVE THRU o FDWX D^'E HYANNIS/SARNSTASLE MA (MAHER) BAFFLE WALL SMVAT01 yG 'The Infannatlan o ENGR: TIGHE & BOND ,� en (4 REQ'D EACH SIDE MAROUE5 "' herain Is the a . AND 1 IN BOTTOM S'iRtiCTt,IRAi --1i � property of P®CASSET, MASSACFIl.1S S -CENTER OF PANEL) ® N Corporation s� may JOB No. 1 1 C38A a not.be dupiloated, In whole or In part, used for ether, than AF F L E ALL PANEL " 2" : . • , r Internal review purposes, or disclosed to others, without 9113111 the prior @)Was* written ewe sY ARM±DAC W [NITS Om No- 21 .10 Owaftelon parat}on.of cmem.eY HFR 9/7/11 SHEET7h'OF NOTES: 1. BAFFLE WALL PANELS SHALL RECEIVE A SEE EDGE JOINT SEEi;j NT LIGHT. BROOM FINISH ON TOP FACE. DETAIL "Al" 2. PANEL VOLUME = 3.04 CY. DET3. PANEL WEIGHT = 6.14 TONS. 5'-4"4. 3 PANELS REQUIRED THIS LAYOUT HORIZONTA5: PROVIpE 2 NATGUN SHORT WALL BRACES PER PANEL4" — " 4j" BROOM FINFOR TEMPORARY SUPPORT. (BRACE LENGTH = 15'-6")6. FILL ALL INSERT HOLES WITH NON—SHRINK GROUT.7. INSERTS SHALL BE MANUFACTURED BY DAYTON SUPERIOR CONCRETE ACCESSORIES. AA 8. ALL INSERTS SHALL BE LOCATED ON THE INSIDE FACE.9. SEE DWG. 20.00 FOR PANEL "A1" LOCATIONS. 10,l 1'_a" . 1j" P.-T. SLAB BOLSTERS POLYETHYLENE FORM SEE EDGE JOINT _ ® 5'-0"o.c. MAX. TYP. ` FINISH BOTTOM FACE WALL BRACE INSERTS DETAIL "Al" FOR 4.DIA. x 1. LI-4 W/ P.T. r� , LOCATION 10'_8" (2 REQ'D) BAFFLE WALL PANEL Al 1 21 .00 GROUND RELEASE 4'-3" LIFTING INSERTS 6 —2" 2'-3" 6'-6" W/ PLASTIC CHAIR 6" (4 REVD) 2—#4H.x 10'-2" LG. SEE KEYWAY DETAIL ° " THIS SHEET FOR 5'-0" 2'-10" KEYWAY DIMENSIONS #4V. ® 12"o.c. 10 x 6'-0"LG. 10" (TOP FACE) 20'-6" 6'-6" 12'-0" 44 #4 ® 12" o.c. 4" SAME AS ABOVE 1" I.D. SLEEVE THRU BAFFLE WALL KEYWAY D ETAI L - l4 IN EBOTTOMC CENTER AND SIDE 6'-6" 21—#4H.0 12" o.c. OF PANEL) x 10'-2" LG, 21.00 EDGE JOINT DETAIL "A1 " 4' 3' ° NA GUN CORPORATION 6" 3" TYP. I SEE EDGE JOINT A DIVISION OF DN 'TANKS n TEAL ROAD I DETAIL "A1" FOR WAKEP>�D; MA D1 0 LOCATION .�w9FAf °ee ' ®;3® MG WATER STORAGE TANK 1" I.D. SLEEVE THRU a� oy tit HYAIe NIS/BARNSTABLE MIA (M�AHER) BAFFLE WALL SARVATORE uy (4 REQ'D EACH SIDE tiAAR�!!Eo m 'The InfomRatfon contained ENGR: TIGHE & BOND AND 1 IN BOTTOM iiCTURAL herein In the property of P®CAScsET, MdASSACHUSETT$ not beamod. CENTER OF PANEL) f+IatEiu6 Corporation and myIn whole or ;JOB No. 11 C38A �� •.��, In part. used for other than Internal review purposes, or BAFFLE WALL PANEL "Al disclosed to others, without c� the prior express written DWIL Oy ARM 80�E9/7 TS Ins ram. 21 .00 perinission of Natqun Corporatkw IOHKD-By HFR JDA16 11 SHEET 7r OF � - �r�T10C ;VM)0g! -mzf;U Q mzTq L D _0 �(mo OC Jrn ZNZD z Nzi- U1NZ rm ;u< ;UM-UM Noo� � w r m�� Op m mp O m .. ---I NIvT�� m� �G)O QED DMZ nCQD0 gCCz ZUl C.) n 0 F. �Zl c nNAm �"' 6 Moo �o5 o X o Z v� I W m�z m D0 I -A VC- O P55X 7+ I —M0 : cnm rn vv { x o X �� ➢ P; W 10* M cnZ wO mZ MC I GI a p� p� O W N z ao X w X ^to aj c.i a _ v U � o De e � a S t t._6.* La 7 fo .z 1 Z> j X m ^M jcnD I FI N0 cnZ wO X m- X m Qp M= mm �*r-vt pm Q*m p oxD 0A � , ��77 1 �M 9 9V m0 N� p Z Z 00 X Qo X N pD cn� oz ow na I �z r z 120> ;U F z m i n�nDD� �z mXr�i I D Nz UD \ rn� `.30E 0 L40 Om m InNZ r �p mMX �� D O p p D o ; AU C� I R� D rnw0 mz J �� O v m �; v� 1 cn � Jr�` o cnc- rn r cp-4 5 �mWo mZmm O COX m n0( (DT D:niw, p� cn pA mzmi � (z) z Z �z fn0 Din �� wLAm 0o z m< pp 0 WOD mX fmF rf) L4 OD Mz Z"z -'D T zm 0M w v 1 r- Z� mX �oq o� Dn pg m� g 6 p vm O f C o z o N°D D X ��OD coo n >� �z v DW oA o 0 r z A F - 2 r F �n D < o O z mWp0 ov � O r0 ny ocmi O m o In 0 om z 2 > v01 , 0 6 a o D 0 cn m r - B z 6 0.80 MG WATER STORAGE TANK HYANNIS/BARNSTABLE, MA (MAHER) tev.M DWK cM. Dn"M ENGR: TIGHE & BOND POCASSET, MASSACHUSETTS NATGUN CORPORATION �®� No. 11 c313A A DIVISION OF DN TANKS 11 TEAL ROAD �O M WAKEFIELD, MA 01080 `� 'The Information contained hereto Is the property of Natpwt BAFFLE WALL LAYOUT Corporation and may not be duplicated, In whole or In part, used ®.®® S113 for other than Internal review purposes, or disclosed to others, D ®Y' ARM eDALU NTS DwO ra ®� without the prior express .mitten permission of Natgun Corporstloe am'BY HFR DATE 9/7/11 SHEET 7V of %S -STANDARD VERTICAL WALL REINFORCING OVERFLOW #6V.@9"o.c. EACH FACE SEE DWG. 9.00 2 ADDITIONAL #6V.x6`-0"LG• CUT REINFORCING THAT INTERFERES EACH SIDE OF OVERFLOW, EACH WITH OVERFLOW AND PROVIDE 2"CL. FACE OF WALL (8- REQUIRED TOTAL) LOCATE BETWEEN MAIN VERTICAL INTERIOR t WALL REINFORCING TANK WALL 2 ADDITIONAL #6H.x6'-0"LG. 1 1 I 1 I i I I 1 I i I I 1 I 1 I I ABOVE AND BELOW OVERFLOW ON CH FACE. ALTERNATE WITH MAIN HORIZONTAL REINFORCING -t ® + ®� ®1® �,� � ® �. ® �- ® - 8 REQUIRED TOTAL 1 1 1 i I I I I + I OVERFLOW I I 1 I I I ! I I I I 1 I I I i n, I i i I I I I I ! WALL HORIZONTAL I ® ' �� ®1'• �� 01 '.� � s � ® �° ®� ®i' �"' � ® 'r � �' ® � ®�' �_ � o REINFORCING 81-871 SEE DWG.- 19.00 l l l l i l I I l l i 1 1 1 1 i 1 1 I l i i 1 1 1 1 1 I I I I 1 1 1 1 1 -f - $ � I- �� ®i- ® •I- ® � ®i.. ®� �® -I - - ® ,�, ® �. ®P� �I® J® FINISH FLOOR ELEVATION 19.3D 0.80 MG WATER STORAGE TANK M060F ,HYANNIS/BARNSTABLE, MA (MAHER) My r• ®wa. cam. DATE ENGR: TIGHE & BOND �s �m NATGUN ROCASSET, MASSACHUSETTS 'A Divisiom ®F ®IN TANKS 11 TEAL ROAD JOB No. 1 1038A � S77it1CTWi�t -e �fAlCCFIEL® !'eiA 01e� f Z552s `�. WALL. ELEVATION AT OVERFLOW °Tteo information contained herein is tt "property of Natipm REINFORCING DETAIL don and may not be duplicated, in whole or in part, used for other en Internal review purposes, th or dlooiosed to cows, BwIL BY LHFR: M eop" NTS ° W ��® without the prior express written permission of NatEun f3 !� �poration.• qN ev ®ATE 9/7/11 SHEET73 OF `35� --sagas—.,...•_. 1'-6'r STANDARD VERTICAL WALL REINFORCING #6V• #6V.08"o.c. EACH FACE l 3 ADDITIONAL #6V.06'-0"LG. 4'-6" CLEAR OPENING INTERIOR Q" EACH SIDE OF OPENING, EACH 3 'CL. 2" 6 SPACES ® 8"o.c. TANK WALL CL. FACE OF WALL (12 REQUIRED TOTAL) g" , LOCATE BETWEEN MAIN VERTICAL #6H. 0' WALL REINFORCING I r " ® ° INSIDE FACE 1 ®1® RICHMOND 6 DB—SAE # RICHMOND 6 DB—SAE _ J_ ,l L L J_1_1 x2'-6"LG. (28 REQ'D) RICHMOND #6 DOWEL—IN ®T KEYWAY 1"x4" KEYWAY WITH _ I „r_ I I I I I I 1 ®I _ ADEKA P-201 ALL AROUND I i 6°'—f—1®IL CENTER IN WALL I 9 I 1 1 - 1 � i ADEKA P-101 SEAL ®�—I®4 I -IE 4- 1 �- ®t- ALL AROUND - "DIA. BEAD. RICHMOND #fi DB—SAE _I_ _ L_ I —L—1— x2'-6"LG. l l 2 REQ'D) I I 4' 1 TEMPORARY OPENINGALa®1 — — — BOTTOM LEVEL WALL HORIZONTAL SECTION A SHOTCRETE RICHMOND t6 DOWEL—IN `� c �OFTEMPORARY - REINFORCING 28 0 1'-6 LG. e ¢�; SEE DWG. 19.00 19.1 I g OPENING RICHMOND6 DOWEL—IN 1 I I I ® 6 o SPAcS 2 ADDITIONAL 6H.x9'-0"LG. _ _ _ ABOVE AND BELOW OPENING ON EACH FACE. ALTERNATE WITH $ t —I L—1® J.—� MAIN HORIZONTAL REINFORCING L_ I_.E_L_I_.1 _ 4'-0" � r 8 REQUIRED TOTAL SHOTCRETE TO FILL L.1_1_LJ OPENING VOID LJ_1_L�_1_�01_ _ g_I®J_1_L_ r FINISH FLOOR LJ_1_L.®1_1_ �...a_ _ 1_L.J_�_L #6V• CUT REINFORCING THAT INTERFERES 2j"CL. WITH TEMPORARY OPENING AND NOTE: ON DB—SAE RICHMOND #6 DB—SAE PROVIDE 2"CL. 1. 1 TEMPORARY WALL OPENING REQUIRED THIS TYPE. RICHMOND #6 DOWEL—IN LOCATION TO BE DETERMINED IN THE FIELD BY 2"CL. V-8" CLEAR OPENING THE NATGUN SUPERINTENDENT. THE TEMPORARY OPENING MAY BE OMITTED AT THE DISCRETION ELEVATION 1 OF THE NATGUN SUPERINTENDENT. . • i9.10 1'-6 0" " #6H. } TEMPORARY OPENING SHOTCRETE ` ONADEKA P-101 SEAL 0.SO MG WATER STORAGE TANK ON DB—SAE ALL AROUND "DIA. BEAD. µr ,<11. HYANN IS/BAR NSTABLE MA (MAHER) KEYWAY �v. Mo mwK DAM ENGR: TIGHE & BOND NATGUN CORPORATION F$OCASSET, MASSACHUSETTS SECTION B / ''''`` .SOB No. 11 c3sA y �,L „��.,y , A DIVISION OF ®N TANKS 11 TEAL ROAD rd a WAKEFIELD. MA 01680 TEMPORARY WALL OPENING 19.1 0 &�t ; rne he Infortton coaWned herain In ft property of NatO� F R I N lily E R TAN K \,ti a� Ocrporatlon and may not be duplicated. In whole or In part, used for other than Internal review purposes, or disclosed to others, uevw.ar ARM BoatE BITS owa No. 9.1 �.r without do prior express written parudeslon of Natgun 91/3 // Oorporatlon." cm=.By HFR DATE 9/'7/1 1 SI-IEET�� 01= �� 2" CL. NOTES; CHAMFER �" 1. PROVIDE 2'-5"LAP (MIN.) FOR #6 BARS. STAGGER All LAPS, FIELD CUT 30'-0" LG. BAR(S) TO PROVIDE PROPER LAPS. ALIGN 0" TYP. LAPS NOT MORE THAN EVERY THIRD CIRCUMFERENTIAL BAR. # 2. DUROMETER PADS AND SPONGE FILLER SEEEE DETAIL DEE TAA IL "Q" PADS SHALL BE ATTACHED TO CONCRETE BOTH FACES OF WALL #6H. o.c.e.f. FLOOR WITH CONTACT CEMENT, CONTINUOUS 3. ALL VOIDS BETWEEN SPONGE RUBBER, TO BE PLUMB SPACED AS SHOWN, WATERSTOPS AND DUROMETER PADS SHALL SEE NOTE 1. BE FILLED WITH SIKA FLEX 1A CAULKING PRIOR TO PLACING THE WALL CONCRETE. 2" PLASTIC WHEEL 4. ALL FORM TIES-SHALL HAVE A 1 CHAIR FOR A #6 BAR 9 SPACES ® BREAK—BACK ® EACH END AND A ® 3'-4"o.c.e.w. 12"o.c.e.f. = 9'—O"INSTALL WATERSTOP RING. VERTICAL 2"CL. TYP. 5. FILL ALL FORM TIE HOLES WITH ' REINFORCING G NON—SHRINK GROUT, 6. PVC WATERSTOP SHALL BE SECURED WITH #6V.08"o.c.e.f. 2" PLASTIC WHEEL GROMMETS AND TIE WIRED TO RESTRICT x 20'-1"LG. CHAIR FOR A #6 BAR MOVEMENT DURING CONCRETE PLACEMENT. 590 REQ'D TOTAL ® 4'—D"o.c.e.w. 7. SEE DWG. 19.10 FOR TEMPORARY INSTALL ON HORIZONTAL OPENING DETAILS. INSIDE RADIUS=29'-3" REINFORCING 8. SEE DWG. 19.20 FOR VERTICAL CONSTRUCTION JOINT DETAIL. j #4 BOSTON CHAIR 9. SEE DWG. 19.30 FOR ADDITIONAL AT 4'-0"o.c.e.w• 2 SPACES REINFORCING AT OVERFLOW. ' SEE DWG. 5A10 10"o.c.e.f, = V-8" 4 SEE DETAIL C", BAR 4 FORM FINISH 20'-6" (TYPICAL) 3 SPACES C 8"o.c.e.f. = 2'-0" WATERSTOP RADIUS=30'-0" SEISMIC CABLE RADIUS=30'-4" 4 SPACES ' t' /-SEISMIC CABLE 7"o.c.e.f. = 2'-4" 9" PVC WATERSTOP SEE DWG. 19.05 34 WIDEx 1"THICK CONTINUOUS SPONGE FILLER PAD EACH SIDE OF WATERSTOP—SEE NOTES 2&3. I 6 SPACES 6"o.c.e.f, = 3'-0" i #408"o.c. SEE DETAIL "Q" I 4 SPACES 2"CL.-� SEE NOTE 6. , 5"o.c.e.f. = V-8" #4 REBAR 5"WIDEx 1"THICK FOO1lNG REINF. 1'-1" 590 REQUIRED CONTINUOUS 40 SEE DWG. 5.00 DUROMETER PADEACH SIDE $" g" ATER TOP Q EE SECTION "1 NOTES 2 & 3. 19.00 DETAIL Q ;"OFF � ® MG WATER STORAGE /� TANK HYA NNIS/BARNSTABLE, MA (MAHER) �q0 MVATORE gL- FEV. No. DUAL OWD. DATE ENGR: TOGHE & B®ND:: c n�FL1t I POCASSET, MASSACHUSETTS � a .+Td3tiC1u -, A DIVISION OF ®�i TANKS IB TEA! ®AD JOB No. 1 1 C38A r WAKEFIIELD, MA 01880 WALL SECTION AT "The Information contained hereln'Is the property of Nat®un INNERo $� Corporation and may not be duplicated, In whole or In part, used TANK WALL for other then Internal review purposes, or,disaiosed to others, DWX BY un ARM S O DW®.NO. without the.prior ex press written NTS 19.00 _ pr hla4 Corporation.° permission of a c►a�.sr HFR E 9/7/1 1 SHEET ®F HANDRAIL SEE RUNG SHALL BE DWG. 18.00 SEEDSECTIONA3E DETAIL 61MPLED OR KNURLED d' 1" DIA. RUNG SKID RESISTANT LADDER SAFETY 2 -6, 3 54q LG. SURFACE " ,, 16 304 S.S. THREADED SHALL PROJECT `� CLIMBING DEVICE N•, 1 6.45 PLUG WELD AND r �U-BOLT WITH NUTS AND 3'-0" ABOVE THE GRIND SMOOTH -d- LOCK WASHERS. McMASTER TOP OF--THE CARR #8889T45 OR EQUAL DOME RING t 8 14"0 POST O 4 _ RUNG DETAIL FIELD DRILL "O FIELD DRILL 1%"0 HOLE HOLE FOR U-BOLT FOR CAP SCREWS (2 REQ'D) (2 REQ'D) s O g DIA. HOLE TYP. .. } S.S. U-BOLT FOR - 1 2^0 PIPE 3" 4 L SEE RUNG DETAIL FIELD CUT 2 2 x f 3' M LADDER SIDE RAIL AS REQUIRED SIDE RAIL AND SUPPORT —— — d LADDER RUNG BRACKET a 3„ o j"x1j" S.S. CAP SCREWS 2 " " HANDRAIL I �SHOTCRETE PAD WITH NUTS AND LOCK BRACE REQUIRED S SHOTCRETE PAD -`I 1'� -WASHERS (2 REQ'D). 1 REQUIRED — —— INCREASE WIDTH 9" LADDER BRACE PLATE 16 DIA. HOLE-2 REQ'D FOR FUTURE 1_„ SEE DWG. 16.40 CONDUIT ANCHORAGE �- o '1 x 1127 S.S. H.H. N.C. 4 1'-6" iti MACHINE BOLTS W/NUTS (2 REQ D)(NUTS ON OUTSIDE 3 p OF LADDER SIDE RAIL) 4'=0" 1 THICK SPLICE PLATE 1 6.45 .� NOTE: 11" 1 1. CAGE NOT SHOWN 4 FOR CLARITY. " SPLICE PLATE DETAIL FIELD DRILL ?s"0 HOLE 16.45 FOR CAP SCREWS LADDER BRACE PLATE (2 REQ'D) 1" SEE DWG. 16.40 VERTICAL CAGE BAR 1" 3" SHOTCRETE PAD a _ 6 DIA. HOLE- 2 REQ'D +' i I } x 1 f S.S. H.H. N.C. 2 g x 2 o MACHINE BOLTS W/NUTS -C 4 3" ! 2j"xj" HANDRAIL SUPPORT BRACKET - (2 REQ'D AT EACH VERTICAL � BRACE PLATE (1 SET REQ'D) — - - `� o BAR) (NUTS ON OUTSIDE OF 4 REQUIRED CENTER LINE -� VERTICAL CAGE BAR) RUNG 1 " THICK SPLICE PLATE 4 BAND HORIZ. 1'-2f TYPICAL �11" 16.45 RADIUS FOR BANDS Y CAGE SPLICE PLATE DETAIL I; 11-7-F RADIUS 1 z x f AERT BARS 0.80 MG WATER STORAGE TANK BOTTOM BAND ONLY WELD BARS TO HYANNIS/BARNSTABLE, MA (MAHER) ' HORIZ. BAND 0-,A OF rev.NO. owls CHM DATE ENGR: TICx � BOND 4 HORIZ. BOTTOM BAND 3ALVdTORE gG� 7" U CORPORATION PocAssET, IiAASSAcI-Il1SET7'S MARQUES �+ 40' MAXIMUM �° -+ � A DIVISION OF ®i�l TABS i1 TEAL ROAD a�®B NO. 11 1 c38A VERT. BAR SPACING S: CTUiiAt WAKERELD. MA (11E00 - 2 'The Information contained heroin Is the property of Nat®un -EXTERIOR LA D D E n u DETAILS NOTE: `� Corporation and may not be duplicated, In whole or in part, need C 9v 1. VERT. BARS SHALL BE PLACED for other than Internal review ARM NTS 16.45 16.45 L purposes, or disclosed to others, tswa.no. INSIDE OF HORIZONTAL BANDS. t a►Ithout the prior express written permission of Nat®un Corporation.• 0"* sv HFR DATE 9/7/1 1 SHEET g� OF HANDRAIL SEE HANDRAIL BRAE DETAIL RUNG SHALL BE DWG. 18,00 SEE SECTION DIMPLED OR KNURLED 1" DIA. RUNG SKID RESISTANT 2,_6., xt'-53" LG. SURFACE . LADDER SAFETY 3 A 16 304 S.S. THREADED CLIMBING DEVICE 16.35 - PLUG WELD AND U'—BOLT WITH NUTS AND SHALL PROJECT GRIND SMOOTH 3'—Q" ABOVE THE rf} LOCK WASHERS, McMASTER TOP OF THE � CARR #8889T45 OR EQUAL DOME RING �— 1" r o e B 11"o POST RUNG DETAIL FIELD DRILL is"m r7 FIELD DRILL 1%"0 HOLE HOLE FOR U-BOLT FOR CAP SCREWS (2 REQ'D) 5" (2 REQ'D) e DIA. HOLE TYP. O _ S.S. U-BOLT FOR 17 m PIPE 3 4 _ 3 , SEE RUNG DETAIL FIELD CUT 2 2"x 2 LADDER SIDE RAIL AS REQUIRED SIDE RAIL AND SUPPORT LADDER RUNG 1 —0^ BRACKET 3" 0 "x1 " S.S. CAP SCREWS 2jj "x " HANDRAIL a I �SHOTCREfE PAD 1 WITH NUTS AND LOCK BRACE PLATE SHOTCREfE PAD --I 1'� a WASHERS (2 REQ'D) 4 REQUIRED 3 REQUIRED — — — — INCREASE WIDTH 9" LADDER BRACE PLATE 16 DIA. HOLE-2 REQ'D 1„ FOR FUTURE _ SEE DWG. 16.30 o +' 4 CONDUIT ANCHORAGE I Ix 1 Z S.S. H.H. N.C. -� ih--1—_-6" Na:- MACHINE BOLTS W/NUTSVT (2 REQ'D)(NUTS ON OUTSIDE 43 12'j" OF LADDER SIDE RAIL) 5'-0" 1 z THICK SPLICE PLATE 16.35 NOTE: 11" 1 1. CAGE NOT SHOWN FOR CLARITY, SPLICE PLATE DETAIL FIELD DRILL "o HOLE 1 6_35 FOR CAP SCREWS LADDER BRACE PLATE (2 REQ'D) " 1" SEE DWG. 16.30 3^ SHOTCRETE PAD 4 VERTICAL CAGE BAR 1° o 6 DIA. HOLE- 2 REQ'D �J� 212"x I i x 1" S.S. H.H. N.C. 4" SUPPORT BRACKET MACHINE BOLTS W/NUTS 4 3" 2 "x}" HANDRAIL (3 SETS REQ'D) — - - N (2 REQ'D AT EACH VERTICAL BRACE PLATE BAR) (NUTS ON OUTSIDE OF 4 REQUIRED CENTER LINE VERTICAL CAGE BAR) RUNG 1r„ ZITHICK SPLICE PLATE - 4 BAND HOR2' 1'-2 z TYPICAL RADIUS FOR BANDS CAGE SPLICE PLATE DETAIL RADIUS 1 z x+'VERT BARS 0.80 MG WATER STORAGE TANK BOTTOM BAND ONLY WELD BARS To ✓HORIZ. BAND qt1®F HYANNIS/SARNS'TABLE, MA (MAHER) � alf �v.wa. la>� DATEEI11d�R: TIGFiE & BOND 3"x :HORIz. SAtR&T(3AE c�, POCASSET, MASSACHUSETFS BOTTOM BAND aIARQUES ':;' CORPORATON NATGUN 4Q' MAXIMUM STRUCTURAL f A DIVISION OF DN TANKS 11 TEAL ROAD JOB No. 1 1 C368A VERT. BAR SPACING NO 3.F-5.°3 WAKEFIELD. MA 0=0 s 2 'The Information contained herein is the property of Natgun IEXTERIOR LADDER °A" DETAILS NOTE: / - Corporation and may not be duplicated, In whole or In part, used 16.35 1. VERT. BARS SHALL BE PLACED for other than IntemW revue Wpoem or disclosed to others, °m BY ARM I\ITS owm"m 16.35 INSIDE OF HORIZONTAL BANDS., without the Prior eacpr®m written peon of Natwn Corporation cam.®v HFR DATE 9/7/11 SHEET 66 2 OF 1 FIELD DRILL �"DIA. HOLES FOR 70P OF LADDER : � � J"0-13x 14"LG. H.H:" . 1 —10„ r RUNG SHALL BE TOP SUPPORT BRACKET CAP SCREW WITH WASHER AND DIMPLED OR KNURLED SEE DWG. 16.20 ACORN NUT(S.S.)(4 REQ'D) 1 " DIA. RUNG SKID RESISTANT 4 3„ SURFACE — PLUG WELD AND Typ. 2 4x2'—z�x f THICK FIELD CUT, FIELD GRIND SMOOTH 4 PLATE GRIND EDGES ' 1 " DIA. RUNG 64.72 i g '3 x1'-947 LG. , 4 4 REQUIRED 2¢"�' RUNG DETAIL �" 1" ��DIA. -SIDE VIEW 2 2 x 2 8 t2-f"xrx 4'-0"LG. HOLE (TYP.) SUPPORT BRACKET SUPPORT ' FIELD CUT AS REQ'D BRACKET "A'` 2 3x22" :x z THICK PLATE PLATE LADDER SIDE RAIL a.... 2" 2"Tl'P. 22"x 2 SIDE RAIL )UPPORT BRACKET "A" LADDER RUNG 2" SEE RUNG 2 REQUIRED DETAIL 4 3" 6" DIA. HOLE-2 REQ'D 1 2 2„x 2p 5„DIA. 14 o x 1 �. 4 8 2 z S S H.H. N.C. SUPPORT HOLE (TYP.) 2 '--z?"SUPPORT MACHINE BOLTS W/NUTS BRACKET "B" o BRACKET w N „ o (2 REQ'D)(NUTS ON OUTSIDE (5 SETS REQ'D) - _ 11 OF LADDER SIDE RAIL) • 22' THICK SPLICE PLATE 4 � 1"DIA.RUNG 4 1 1 DIA. RUNG SUPPORT BRACKET "B" 221 16.15 - x1 -54., LG. 2 22 REQUIRED i6 SPLICE PLATE DETAIL �� 0.80 MC WATER STORAGE TANK � ®FU HYANNIS/BARIVSTABLE, MA (MAHER) Cy �.W. ®t teem. ®AYEGUN CORPORATION ENGR: TIGHE & BOND MARQ Est m+� "� P®CASSET, MASSACHUSETTS SMUCTURAL y s .l®B No. 11 C38A to:5523� Q A DIVISION ®� ®N TANKS WAKEERE�.YA I INTERIOR LADDER "B" DETAILS �Yhe Inforrnatton oo herein praperty of NatounCorporetlon and may not be dupllcs4ed, In whale or in part, u@aw�t BY ARM eQaF NTS owca t �., i for other than Intemal review purposes, or disclosed to other@, q//3/1l Corp Fo without the prior express written permission of Natoun . Br HFR DATE 9/7/11 - SHEET .5�? pF 95 CLEAR OPENING CUT MAIN VERTICAL REINFORCING IN THIS REGION AND PROVIDE 2"CL FROM FRAME - o , 6" SURFACE OF PRECAST PANEL WITH RAKED FINISH ALL AROUND OPENING 842"DIA. x 3" STUDS, WELD TO FRAME WITH EX6" FILLET WELDS ALL AROUND 0. 6—%" HEX NUTS WELDED TO PLATE WITH )'4" WELD #3 OR #4 BARS ® 4" o.c.e.w. OR 4x4—W4xW4 SHOTCRETE OR CONCRETE PLACED AFTER 3-2"x1" CHANNELS PLATE IS BOLTED AND SEALED TO FRAME 15 00 I 1'-8" C 3x6 RECTANGULAR FRAME I 1 " MINIMUM CLEAR COVER OVER REINFO RCING Nor TEMPORARY OPENING SHOTCRETE OR CONCRETE 3"x1"x%" TAB WELDED TO FRAME WITH W WELD 6—%"-11 x 2"LG. H.H. CONTINUOUS POLYSULFIDE SEAL APPLIED BOLTS ASTM A325 AROUND CHANNEL FRAME (BOTH SIDES) 3._2j" STEEL DIAPHRAGM 8—#4x9'-0"LG. 2 TOP & BOT.—EACH FAC m SEE DWG. 4.10 FOR TYPICAL 8—#4x3'-0;"LG. 2 EA. CORNER WALL PRESTRESS DETAIL 5—#4x6'-0"LG. EACH SIDE, EACH FACE (20 REQ'D TOTAL) ALTERNATE WITH MAIN VERTICAL REINFORCING ELEVATION BOTTOM OF WALL PANEL SECTION 1 - 5.0 NOTES:EMPORARY OPENING LOCATED IN MIDDLE OF A TYPE "A" WALL PANEL WIDTH. • ` ° • "'- o ° 2. 1 TEMPORARY WALL OPENING ROLLED TO A 40'-0" RADIUS REQUIRED. POLYSULFIDE SEAL BETWEEN Y4" STEEL PLATE SEALED AND FRAME AND DIAPHRAGM BOLTED TO FRAME AFTER TANK IS STRIPPED S CT 0 5.0 � kNR G WATER STORAGE TANK ��®F�fgS IS�BARNST LE, MA (MAHER) rorv.NM ® r ®ATE TIGHE & BOND sALv�Tor� AtARQt3E$ POCASSET, MASSACHUSEI'TS �T�Ll sl c -° � A DIVISION OF ®N T 11 TEA! �A® JOB No. 1 'I C38A WAKERELD, AAA 0186 °The Information co herein Is the property of NatwmMP FAY WALL OPENIIVG Corporation and may not be duplicated, In whole or In part. used for other than Internal review purposes, or disclosed to others, RM �� NTS ®tea NO•without the prior express written permission of Natgun 9113 11 Corporatim' FR ®ATE 9/7/11 �" SI-IEET�� OF �� _ t a r; HATCH CURB " ro ro 0.2 3" a HATCH CURB i 1" DIA. RIGID CONDUIT GALV, NPT / 1" DIA. RIGID CONDUIT GALV. NPT THREADED EACH END x 1'-0" LG. THREADED EACH END x 1'-0" LG. CAST INTO HATCH CURB 2 CAST INTO HATCH CURB 2 REQUIRED PER HATCH EDGE OF DOME RING 1'-1 1" REQUIRED PER HATCH — 1 . 1'-11" SECTION r2 , 1" DIA. RIGID CONDUIT GALV. BY OTHERS 8" HATCH CURB 1" DIA. RIGID CONDUIT GALV. 6 — — BY OTHERS EDGE OF DOME RING EXTERIOR LADDER 1" DIA. RIGID CONDUIT GALV. NPT TOP OF DOME THREADED EACH END x 1'-0" LG. SECTION 3 CAST INTO HATCH CURB 2 10.20 REQUIRED PER HATCH i f SECTION 1 rENGR: MG WATER STORAGE TANK NIS/BARNSTABLE, MA (MAHER) �v.ate. owk ate. nAW TIGHE & BON® SALVATORs 4y " POCASSET, MASSACI,USETTS NATGUN CORPORATION t�atL e - .SOB No. 11 C3EA � TEAL ROADW , MA RIND 'The Information con herein Is ties property of Natoun CONDUIT THROUGH HATCH CURB Corporation and may not be duplicated, In whole.or In part, used for other than Internal review purposes, or di dmwd to others, owot BY ARM NTS owa.M 10.20 without the prior express written on of Prat ��l3lli corporation.• OHM By HFR DAIS 9/7/1 y SHItET?,S OF °S ,I - - DOME HATCHES SEE DWG. 10.00 vt ' , —DOME RING DOME- CHES SEE DWG.T 10.00 1. RIGID CONDUIT STRAPS WITH ONE HOLE MOUNT GALV. SPACED AT 3'-0" o.c. FASTENED WITH 4"0x14" LG. S.S. TAPCON MANUFACTURED BY RAMSET/RED HEAD OR EQUAL. SEE NOTES. 1" RIGID CONDUIT GALV. UL LISTED o (2 LINES, SPACED AS REQUIRED) FINISH GRADE ��i:�ii��i P LAN 2 ELEVATION 1 �. 0 CONDUIT ACCESSORIES AS REQUIRED NOTES: 1. SEE DWG. 10.20 FOR CONDUIT THROUGH HATCH CURB DETAILS. 2. LADDERS AND HANDRAIL NOT SHOWN FOR CLARITY. 3. WHEN DRILLING AND INSTALLING ANCHORS IN THE PRECAST, PRESTRESSED CONCRETE TANK CARE MUST BE TAKEN TO PREVENT THE POSSIBILITY OF DAMAGING OF THE PRESTRESSED. WIRES ON THE TANK OR PENETRATING THROUGH THE STEEL DIAPHRAGM EMBEDDED WITHIN SECTION 3 THE CONCRETE WALL. O O 4. A DRILL DEPTH GAGE SHOULD BE USED WHENEVER DRILLING INTO THE CONCRETE TANK TO ELIMINATE THE POSSIBILITY OF DRILLING BEYOND THE RECOMMENDED DEPTH. 5. HOLES DRILLED INTO THE EXTERIOR SURFACE OF THE TANK WALL BE LIMITED TO 4" OF AN INCH IN DEPTH, 6. HOLES DRILLED INTO THE CONCRETE DOME OR SHOTCRETE PADS SHALL BE LIMITED TO A DEPTH OF 2 INCHES. 7. THE MANUFACTURERS RECOMMENDATIONS CONCERNING THE INSTALLATION OF THE SELECTED ANCHORING SYSTEM SHOULD BE CAREFULLY FOLLOWED. 0.E0 MG WATER STORAGE TANK �a HYANNIS/BARNSTABLE, MA (MAHER) � "OF 4s ,� FrEv.N, ®wx tom. DATE ENGR: TIGHE & BOND SA3.VlATOiFE NATGUN CORPORATIONPOCASSET, MASSACHUSETTS MAROt9E& A DIVISION ®F DN 'BANKS Ti TEAL ROAD JOB N®. 1 1 C3>`3A - STR #iR i -+ � ti wAKERELD, MA o>haao , 3 l�F3� �ACE MOUNTED CONDUIT. 9 'The Infmmatlon containedherein In the'property of Natdun r Corporation and may not be dupkated, In whole or In part, used for other than Internal review purposes, or dlsolosed to others, Dv!x ®Y ARM eoAW IVTS DW&N' 10.10 PT without the prior express written permission of Nato n _ Corporation." aem.By HFR DATE 9/7/1 1 SHEET 3-7 OF 9; Y TYP. 10° TOP PLATE SEE 1'-8" 1'-8"x1'-8"x9"HIGH — DETAIL THIS SHEET x THICK ON THE SIDES AND TOP — THICK BOTTOM' "`�-' `'— I 1es° HOLE THROUGH BOTH SIDES ALUMINUM BOX I - OF BOX AND TACK WELD k DIA. 4" x 3" L.G. ALUMINUM CAP SCREW i 10" DIA HOLE EACH SIDE (HEX HEAD TO BE V-2 a Dip / LOCATED ON EXTERIOR OF BOX) "`555 g" r " l'-8"x1'-87x9"HIGH BOLT CIRCLE r 2 9.30 x �" THICK ON'THE SIDES a j AND TOP THICK BOTTOM 12-1" DIA HOLES 71" � / 030'-0' c/c BOTTOM CHANNEL PLAE ABOVE }" ALUMINUM BOX (MATCH 10"DL4. FLG. PIPE) g ' HOLE CHANNEL BELOW SQ. 1'-8° --'-- ----- ----- ---,-- �" 1' BOTTOM PLATE A" HOLE THROUGH BOTTOM PLATE SEE BOTH SIDES OF BOX \ DETAIL THIS SHEET SECTION THROUGH BOX 3 9.30 10" WELDEDkkk TO BOTTOM OF FRAME / FLUSH WITH INSIDE OF FRAME IL-k I I 24x24 316 24x24 -MESH 1. T�"x2" S.S. FRAME S.S. MESH BENT AROUND SCffEEN TACK WELD AS REQ'D PLAN VIEW OF I I �6 I TO PLATE OF BOX 1 I WE WELDED BOTTOM OF FRAME 9 30 S.S. FRAME SCREEN FRAME DETAIL FLUSH WITH INSIDE OF FRAME I S.S. U—BOLT I SEE DETAIL MCMASTER#8896T91 FRAME TO BE DRILLED I U—BOLT WELDED FROM I to THE BOTTOM OF FRAME 0.144"0 HOLE I" SHAFT TO FIT SNUG I I 2 REQ'D 1"0 304 S.S. ROD PRIOR TO WELDING V-9" LG. 2 REWD ; I 5j" 111 � 1'-8"x1'—B"x9"HIGH II CHANNEL ON !j x d" THICK ON THE SIDES � TOP OF PLATE �I AND TOP — " THICK BOTTOM 1 I �s ROD DETAIL — SEE NOTE 5 III ALUMINUM BOX COUNTER WEIGHT " F--B" CHANNEL ON II J"x2"x8" S.S. PLATE WELDED TO FRAME I I BOTTOM OF PLATE NOTE: V-44" SCREEN DETAIL 1. GRIND ALL EDGES SMOOTH. I I i OPENING 11x{" ALUMINUM CHANNEL 2. SCREENED FRAME IS TO MATCH BOTTOM OF BOX TO CREATE AS TIGHT A SEAL AS POSSIBLE. 1 (� 3. TOP AND SIDES OF BOX TO BE J" ALUMINUM.' BOTTOM OF BOX TO BE j" ALUMINUM. I II 9 30 4. 1 REQUIRED THIS TYPE. 5• INSTALL 2 HAIRPIN COTTER PINS IN ? SHAFT III CHANNEL ON ;; (MCMASTER #92391 A145) PRIOR TO SHIPPING I TOP OF PLATE II j 1�" TYP. 0.80 MG WATER STORAGE TANK OPENING �OF� HYAIeNIS BARN � � 59 FIE Tao / STABLE, iVIA {A/IAI-IER) T" �-----93„ - �" DWK cmm. DAM EN CAR: TI G H E & BOND " VATOi POCASSET, MASSACHUSETTS MROUES NATGUN CORPORATION " WiFiL1CTt1Ft9l A DIVISION OF ®N TANKS 11 TEAL ROAD I JOB No. 7 9 C3BA r 4�IAfCEREL®, tAA 01®ti0 OVERFLOW ®X TOP VIEW OF BOTTOM, 'The informatlan c herein In the property of Nat PLATE OF BOX 2 • . Corporation and may not be dap®caated, In whole or In part, used 9.30 for other then Intermad review purposes, or to,othera, VRL®Y AF�M GGAW NTS ®WCi Tllrtthout the prior exrre®e written perrideolon of Natgun 9.3 10orporatlow 0x=-®r HFR GATE 9/7/1 1 r SHEET ,93 OF 9, a 1. } CL EXTERIOR TANK CL INTERIOR TANK CL ENCASEMENT CL EXTERIOR TANK CL EXTERIOR TANK OUTLET PIPE OUTLET PIPE !_ OUTLET PIPE I OUTLET PIPE CONSTRUCTION JOINT r r - !� 14—#4 DOWELS INISH FLOOR 12" D.I.C.L PIPE 12" D.LC.L PIPE 8" D.I.C.L PIPE r 8" D.I.C.L PIPE SEE DETAIL' F F ( SEE DWG. 8.20 SEE DWG. 8.25 SEE DWG. S.15 SEE DWG. 8.10 i r s I I � T r r (t 8" ` r i'-7" r r i r V-11" #4 DOWELS ® V-0"o.c. SEE DETAIL "G" 1'-1 1" 13'-6" Z'-6" LEVELING BASE SECTION UNDER PIPE ENCASEMENT 8.0 5 g° SEE NOTE 3 #4 REBAR 50 REQ'D AT INLETS/OUTLETS g' NOTES: - 16 REQ'D AT EXTERIOR DRAIN 1. FLOOR AND FOOTING REINFORCING NOT SHOWN FOR CLARITY. _ 38 REQ'D AT INTERIOR DRAIN 2'-11 " 2. THE SOIL AROUND THE PIPE ENCASEMENT SHALL BE COMPACTED IN ACCORDANCE 104 REQ'D TOTAL WITH THE CONTRACT DOCUMENTS. j 3. REFER TO CONTRACT DOCUMENTS FOR LEVELING BASE SPECIFICATION, COMPACTION C" " REQUIREMENTS, AND FOUNDATION PREPARATION. LEVELING BASE MATERIAL SHALL 2'-1 BE PROVIDED BENEATH THE TANK FLOOR, FOOTING AND BOTTOM OF PIPE #4 REBAR ENCASEMENTS. 14 REQ'D TAT INLETS/OUTLETS , 4 REQ'D AT EA. DRAIN F 22 REQ'D TOTAL ---2'-1" DETAIL "F" DETAIL "G" _ 0.80 MG WATER STORAGE TANK H YAN N IS/BARN STABLE, MA (MAHER) o v.rmo Dvm tam. DATEffENGR: TIGHE & BON® s NATGUNCORPORATION POCASSET, MASSACHUSETTS A DIVISION OF ®N TANKS 11 TEAL ROAD JOB No. 11 C38A 1WAKEFIELD. MA 01680 ® E��l �� °The Information co herein le the property of Nat®unPIPE E N CAS E lilt E NT Corporatlon and may not be duplicated, In whole or In pert, used for other than Internal review purposes, or disclosed to others, ®m7t eY ARM NTS ®wg No. E.05 91/ without the prior expreae written per�selon of Natoun 13 fl Corporation.® c►em ®Y HF,R DArE 9/7/11 SHEIZ9 I OF`�f 5 D A 3,-2„ 1=� j . 97 pi 9 B s , 911, 1 - REBAR ` 5'-9" SEE CHART ? DETAIL "B" D ETAI L "A" SEE CHART 1 318 REQUIRED CHART 1 - DETAIL "B" OVERALL HEIGHT BAR SIZE DIM"A" DIM"B" DIM"C" DIM"D" # REQ'D TOTAL LOCATION p' 1 #4 6" 6" 9" '9" 448 EXTERIOR & INTERIOR FOOTING TRUSS BAR #3 REBAR BOSTON CHAIR ISOMETRIC VIEW 2 #5 1 '-7" 91 4'-9" 1 '-3" 231 CIP WALL FOOTING TRUSS BAR cn � SEE CHART 2 ,— „ 1„ �� 3 #5 1 1 6� 2 —9 - 1 —3 160 BAFFLE WALL FOOTING TRUSS BAR -*--- LEG LENGTH 0'-6" * CHART 2 — DETAIL "C" BAR DIM"A" DIM"B" # REQ'D TOTAL LOCATION DETAIL "C" 1 9j" 8j" 56 EXTERIOR FOOTING 2 1 '-08" 1 '-O2" 24 PIPE ENCASEMENTS IN #4 REBAR STANDEE 8" THICKENED REGION ISOMETRIC VIEW 3 9 9„ 18 BOTTOM MAT REINFORCING IN I 9» (OVERALL HEIGHT = " MENTS 4 1 '—0$" 1 1 j" 288 INTERIOR CIP WALL co 0.80 MG WATER STORAGE TANK OFrif� HYANNIS/BARNSTABLE, MA (MAHER) " ram.ram. affirm CHKD. DATE ENGR: TIGHE & SON® DETAIL D ��s �� . ' POCASSET, MAASSACHUSETTS (1 fifi REQ'D) tti►A1 A DIVISION OF DN TANKS T1 TEAL ROADJOB No. y9C38A t I' tIlAKEFIELD, AAA 01U0 'The Information contained herein is the property of NOW REINFORCING BAR DETAILS Corporation and may not be dup®oat®d, in whole or In part, used AL for other than Internal review purposes, or dhudosed to others, cwft By ARM BCALE NTS °& NO. �. without the prior express written permission of Notgun 10 _ILL corporation.° ®Y HFR ®era 9 1 1 1�( �� SHEET 0F 1 1 NOTES- 1. THE TANK FLOOR SLAB SHALL RECENE A BULL FLOAT AND/OR A FRESNO FINISH. 2.SECURE WATERSTOP WITH GROMMETS AND TIE WIRE TO RADIAL REBAR AS SHOWN. 3.REFER TO CONTRACr DOCUMENTS FOR LEVELM SEISMIC CABLES BASE SPECIF1cam, COMPACTION RMUIRMOM SEE DWG. 5.30 AND FOUNDATION PREPARATION. LEVEl.INIG BASE WALL PANEL REINFORCING NOT 1&A7ERIPL SHALL BE PROVIDED BENEATH THE TANK 1' PLASTIC CHAIRS MOWN FOR CLARITY FLOOR, FOOTING AND BOTTOM OF PIPE AS SHOWN. FOR REISEE NFORCING AND 1S.10 ENCASEMENTS rT ON DWG. 5.30 4.REINFORCING UNDER CIP WALL AND BAFFLE MALL OF SEISMIC CABLE; RADIUS=30'-4' SHALL FE�N4N CONTINUOUS ABOVE FLOOR PIPING STEEL DIAPHRAGM TANK RADIUS = 4i'-3" ENCASEMENTS. TANK RADIUS = 29'-3" DIA x 6'LG. TITEN PRECAST WALL PANEL TEMPORARY CIP INTERIOR TANK WALL • SEE DWG. 6.20 WALL BRACE SEE DWG. 19.TA PRECAST BAFFLE WALL HD ANCHOR BY SIMPSON- SEE DWG. 20.00 STRONG TIE - e. 7'-9' RADIUS=33'-6" DRILL 2-�DEEP HOLES 2" ANCHOR EMBEDMENT n<' fL OF 9" WATERSTOP; RADIUS=41'-1' TYPICAL FLOOR CL OF 9' WATERSTOP; RADIUS-30'-0' 66 REQUIRED TOTAL FAKE FINISH REINF. #406"o.n.e.w. #4012'o.e. AT RAD.=30'--O' 4'-10' DEEP AMPLITUDES 1'-4' LAP STANDEE 0 4'-0'o.c. 3" PLASTIC CHAIRS SURFACE PREP. SEE DWG. 5.10, DETAIL 'B", PRESSURE WASH k'I -#4 CIRCUM. 5f PLASTIC CHAIRS EACH SIDE OF WATERSTOP BAR 1 94ROW PLASTIC AIRo.e. 3" PLASTIC C.C. EINF.1'-0"LAP SEf DWG. 5.10, DETAIL "D' 3" PLASTIC CHAIRS 2 ROWS ®`3'-0"o.e. 2 ROWS SEE DWG. 4.10 2 ROWS ® 3'-0" o.e.FOR TYPICAL WALL .[.P. COVE3 PLASTIC CHAIRSPRESTRESS DETAILP SUPPORT ® 3'LAS o.c.HAIL- 2" PLASTIC CHAIRS SEE NOTE 3. #5 0 11"o.c. 0 RADIUS = 30'-0" 3�PLAsnC CHAIRS112'-B" o.c.e.w. SEE DWG. 5.10, DETAIL 'B', BAR 2 0 3'-4" o.c.e.w. �! .00 OR 1 1�" CL 8" 1 _3" SEE NOTE 4. 6" X1 r 6. 2"CL 1'-3' 1 6 MIL. POLYETHYLENE BENEATH �1 ENTIRE FOUNDATION LAP EDGES 6 #5 0 12'o.c. 2' PLASTIC WHEEL 3'-0' 1'-0' #5 ® 10}"o.c. 0 RADIUS = 44'-3" SEE DWG. 5.10. CHAIR 0 3'-0b.c. 11-#5 CIRCUM.-1'-B'LAP; #4012"o.c. AT RAD.=4Z'-8' SEE DWG. 5.10, DETAIL "A" SEE NOTE 4. DETAIL 'B BAR 3 SEE NOTE 4. RAD.=16'-1}' RAD.=13'-I}" SEE DWG. 5.10, DETAIL 'B", 1545 CIRCUM.-2'-2"LAP BAR 1 ZZV 6' #401 D'o.c. 0 RAD=38'-0' 6- 5 CIRCUM,-1'-B'LAP; 3' PLASTIC CHAIRS 3 ROWS 0 3'-D'o.e. X 5'-10'LG. STAGGER ALL LAPS BOSTON CHAIRS 0 5'-0'o.c 2'-7#' RADIUS=41'-9}' STANDEE o 4'-0'o.e. 8-#4010"o.e. CIRCUM. SEE NOTE 4. EACH SIDE OF WATERSTOP INSIDE OF WATERSTOP 1'-4" LAP SECTION 2 SEE DWG. 5.10, DETAIL 'C', SEISMIC CABLES SEE DWG. 5.10, DETAIL 'D" 5.00 BAR 1 6'-0' 1'-2" 3'-7' 1'-2' 5'-0' 1'-6" BAFFLE WALL FOOTING WATERSTOP SUPPORT LOCATED UNDER CONCENTRIC "C" SEE NOTE 3. RADIUS=44'-5' SECTION 1 AND STRAIGHT WALL 5.00 RADIUS=32'-6" RADIUS=Z7'-6' SEE DWG. 1.05 f • F 0.80 MG WATER STORAGE TANK OF HYANNIS/BARNSTABLE, MA (MAHER) REV.NO. a rxem. DATE ENGR: TIGHE & SON® SALVAMRE f POCASSET, MASSACHUSETrS ROUES NATGUN sT t Ai ® A DIVISION OF ®N TALKS 11 TEAL ROAD JOB No. 11 C38A �.. 3 WAKEFELD, ILIA 01880 'The Information contained herein is the property of Natgun FOOTING, FLOOR AND WALL SASE Corporation and may Trot b in a used y e duplicated, In whole or part, -. for other than Internal review purposes, or disclosed to others, am 8v ARM �'�±9NNTS DwaNO. "®® without the prior express Written permission of Natgun clecn ®v DATE1 /lf Corporatbn.® HFR OF Os SHEET ►3 TANK t DOME RADIUS = 105'-0" DOME REF. LINE EL. 47.92. i DESIGN LIQUID LEVEL EL. 47.00 MAX. FINISH GRADE EL. 37.00 INSIDE RADIUS = 41'-3" MIN. FINISH GRADE i EL. 31.00 �E TEMPORARY WALL BRACE i 7'-9" i RADIUS=33'-6" i FINISH FLOOR EL. 27.00 L EL. 25.75 EL. 25.507 EL. 26.50 I SEE NOTE 3. EL. 26.33 EL. 25.75 EL. 26.00 CIP INTERIOR TANK BAFFLE WALL FOOTING 6 MIL POLYETHYLENE TANK FOOTING TANK FOOTING MOISTURE BARRIER SEE DWG. 1.05 & 5.00 SEE DWG. 1.05 & 5.00 NOTES: 1. REFER TO CONTRACT DOCUMENTS FOR DETAILS AND INFORMATION CONCERNING TANK BASE PREPARATION, BACKFILLING, AND SITE GRADING. 2. THE EXTERIOR DOME CONCRETE SURFACES SHALL RECEIVE ONE COAT OF TAMOSEAL WITH "AKKRO-7T" AND ONE COAT OF TAMMSCOAT SMOOTH. THE EXPOSED EXTERIOR WALL i CONCRETE SURFACES TO ONE FOOT BELOW FINISH GRADE SHALL RECEIVE TWO COATS OF TAMMSCOAT SMOOTH. COLOR SHALL BE SELECTED BY OWNER. 3. REFER TO CONTRACT DOCUMENTS FOR LEVELING BASE SPECIFICATION, COMPACTION REQUIREMENTS, AND FOUNDATION PREPARATION. LEVELING BASE MATERIAL SHALL BE PROVIDED BENEATH THE TANK FLOOR, FOOTING AND BOTTOM OF PIPE ENCASEMENTS. 0.80 MG WATER STORAGE TANK ' YANNIS/SARNSTABLE, MA (MAHER) � e►cF DWX t*m. DATE ENGR: TIGHE & BOND MVAMRE ��€ CORPORATION POCASSET, MASSACHUS S VAROM ,- niml. + a A DIVISION OF DN TANKS 11 TEAL ROADJOIN No. 1 i C3>BA WAKEFIELD, MA 01880 "The Information contatreed herein Is the property of fdatgun TANK SECTION AND ELEVATION corporation and may not be duplicated, In whole or In part, used 9~ for other than Internal review purposss, or disclosed to others, D sv ARM NTS DVAL NO. 2.00 without the prior express written permission of Natgun �f 131ll corporation" ON='By HpR DATE 9/7/11 SHEET 6 OF �S F En NZ mM • vMo C 0 rn v v m O A r' cu A (/lN— � 00 ID C/X 0 —�� N m rn v mrn p *O rnp �m cnz wrn , mM m *0,*p p;U P36 Co Z ao NZ Nz Cn O 7C I c cn4�v mho vqm cx 0 TU> ug to po o I m rn I rn�3c` 0 O qjD ooz mp ®p to X O x au 1 0 r r- z o r mA m[**ii OX * I r t�T NNz � m� vm rn� v Q— N rnp �cr� �� p rtl� (nODv mZl I FFri c,+om N O � 2'c:A I z z D_ ' m rn �v� N I m0 r r rn O �i m K m 0 X go` I v m ME/I m _ �Z UIX p_ p Ox I p Z G+N Z o*D nn( o N m r*immmr vm 0-1 vv� A v �p �� D zm g�OQT �� Z 00 mAX Z w r0 0 00 L.Z No00 ov — Aim - v Z D 00 N A nA p m o5�zf (ncm-A0 �mmM� XD. _ Z �0 �n vz _ o210zz — - �0 r� oN A v zEn $ 0.80 MG WATER STORAGE TANK C�3dl� HYANNIS/BARNSTABLE, MA (MAHER) Mv.tao Dwas arm. DAW ENGR: TIGHE & BOND �VA1"GUOV CORPORATIONP®CASSET, MASSACHUSETTS A DIVISION OF ®N TANKS 11 TEAL ROAD JOB N®. 11 C3IA m � WAKEFISA, MA 016E0 .� "The information contained herein Is the properly of Natgun DOME APPURTENANCE LAYOUT Corporation and may not be duplicated, In whole or In part, used M for other than Internal review purposes. or disclosed to others. Dwta aY ARM aoALE NTS Dwa Na 101 a. without the prior expreoe written permission of Natpun Corporation.• Q•®r HFR DATE 9/7/11 SHEET .S OF gS I o rrrq q r- rnq / / / / / / S " o poz it -------- -- r --�+ V----- -------------" r --- --� ------------- x rb in ca O ! I 1 r r r p / •/ / / \\\\\\ \\\\\\ \ \may \` _ _ - 0/ I \ Y mm / / Oz® ��z go _ --'_- - zoo �pp -t------ cvh ooz mm 1 CRIE 0 0 �� I MO) -4 pA ��v z GaZ 0�' —3: CziO �;U �� D zn �X m� � mm� (n mr OX a min M O Otlf Q z, O A , z i 0.80 MG WATER STORAGE TANK Comm HYANNISBARNSTAIBLE, MA (MAHER) rEv. W oweL cHm. DATE ENGR: TIGHE & BOND � P®CASSET, MASSACHUSETTS g NAB"GUN CORPORATION Joe Iv®. c3a�A A DIVISION OF DN TANKS 11 TEAL ROAD WAKEFIELD AAA 01890 N , 'The Information contained harsh Is the property of Natgun I HICKENED FLOOR AREA LAYOUT Corporation and may not he duplloated, In whole or In part. used ' ®� for other than internal review purposes, or disclosed to others, DW By ARM aC� NTS owM N without the prior express written permission of Natpn Corporation., BY HFR DaTE 9/7/11 SHEET L) OF 15 X En N mom vimpm �c0 .: I my ..,•* � o o � I �UIN—� ITI,p Fj �C M w o M oo a � g D m_ �v m mz MQ I c u rn rn r vo oX t *0 :*5 I /' Z Ln, O Ti O O N I / Q. N / rr z 1 cn m m m 022 0 *o ' I H c);u �� / ,0 °° cn;K o rh O z Z / A mm O. X D 022 / I o (nNJ O 030 mmM o mgz' vip0 0, mo C oA01 GriA D O X *c: / z7.`O• I Z m LU p 00 I m� q';U r^F m N a'v m tag gm IAX pal I mF �o v F)� v.D m k CDD Lf?O pz O raz mr�* �� m LA N�O z o� yr En mN� r� ;Um0rn Nr 0 mZm �Fm� �� vMm � AD 00 Ti m-iKmm v m z w *cm DmDCo o �� m �r �pm0 o F p DD o DOc)DZ D Glrn m +r-'n Z z ,r O 0o r No v zzdov o o 090 0-1 a:z=1 71 D rm�z T O�zNO c Dmm M O- p Z� Z �. o m W pz D m i- �z oum r c X z zoo my N:;r� 0.80 MG WATER STORAGE TANK HYANN ISIBARN STABLE, MA (MAKER) , tEv.m owtt OHM. oA"M ENGR: TIGHE & BOND I INATGUIN CORPORATION POCASSET, MASSACHUSETTS s o A DIVISION OF DN TANKS 11 TEAL ROAD JOB No. 11 C38A gig�Nj r WAKEFIaD, MA 01860 FLOOR APPURTENANCE LAYOUT 'The lnformatlon oontalned herein Is the property of Natpun In whole or in part, used e Stl�s ffor other th nI ernalnrev w purposess. or disclosed to other% °wfL By ARM a°ME NTS owa fm 1 .00 without the prior express written parndsslon of Naigun . Corporadon.• By HFR DATE 9/7/11 SHEET 3 OF T�- ___ � � -� � � - � �. �I �- r � ~ �� d � � � � � _ C2S � � _ � _ -- -- - _ e - ----- i � \ '( � `� .. , - . � � - ,:�-�, � � : c _ ,.� �. ., ` ,t s i _ '_ MAHER and STRAIGHTWAY STORAGE TANKS S� 0 and PUMPING STATIONS �d DEPARTMENT OF PUBLIC WORKS WATER SUPPLY DIVISION BARNSTABLE, MASSACHUSETTS RE-BID CONTRACT 16-000-11 -2 STORAGE .TANKS - DWS IMF - 3574 9+"' � w '"°fix✓ ' - '�aia T n SL-� � �t^'�',, ��} • -�h.: � �,r.�.1`"i' �7 __. SHEET NO. TITLE- COVER x+ ; � �f � ,�:`'M1.A 1. .E..-"'F�•y f,�j' ... 1 SHEET & INDEX �, K �fx�� r.. y e '\> Y �• y'�i°. �', �—ss y r;� sr ,,a .YUi � .` 1 ,:. 2 LEGEND, ABBREVIATIONS & GENERAL NOTESztZRIGRAL ti' 1 ia� �^.•. hruOL�' .,. j ^s 9w f Mk .! r iba'.c L+•�'... 3�a- - 1 'I.✓ 1 i. Y ^n+ 3 MAHER & STRAIGHTWAY WATER STORAGE TANKS SITE PREPARATION PLANSr '3��r n 6 b'y �` 3 z p r u v as 2, 4 Ya PROPOSED SITE PLAN AT MAHER 5 PROPOSED SITE PLAN AT STRAIGHTWAY ] tER TE `'c k� MAH 6-7 MISCELLANEOUS DETAILS 1 & 2 "` PROJECT �;� , �. � LOCATION 8-10 TANK DETAILS 1 -3 > }� R LOCATION • n Tighe&Bond •,r�,�� f z '4, ,�. � `�T. �aerx.6'�",'k� it s* i s i 1 Consulting Engineers „#r '•. � "� )yjye�". }�'ti.' x �� ' 1 ,� � ��x � „s�i u k(� k a xi 7 ro� . 9N 'M• r�'' - f-TO J �.�,,,/s"":MS�•h �s u-k7p, HYAYYIS�,A"&B6$ i,^Z', f., '*"^' �p.�,,f i9.1'1-Y0N �x� a�a�� rn� :.r�^�•F' 9 x x` r��l�a; i ,�kr,F t ��7 t•!� ��`,. 1is a � . t Nv „�J,�! ^'�-�i � F 3' �`^r_ � 1 1 r� �C+�G �'�• �� s ,vn m - LOCUS PLAN 1:25,000 COMPLETE SET 10 SHEETS Tiighe&Bond Y � r Consulting Engineers NOTES: 1 EGFND ABBREVIATIONS www.tighebond.com 1.UTILITIES SHOWN ARE APPROXIMATE ONLY AND ALL UTILITIES MAY NOT BE SHOWN. --------- PROPERTY LINE.. BIT BITUMINOUS Coe PER MASSACHUSETTS LAW, CONTRACTOR SHALL CALL 1-888-DIG-SAFE AND THE BND BOUND 4- TOWN OF BARNSTABLE PRIOR TO ANY UNDERGROUND EXCAVATION ON SITE TIETREE LINE DIG-SAFE SERVICE WILL FIELD LOCATE AND MARK UNDERGROUND UTILITIES IN THE C CONDUIT 2;`FIELD. UNIT OF CLEARING - 00,, CB CATCH BASIN 2.ALL EXCAVATION SHALL COMPLY PATH OSHAIS LATEST STANDARDS.ALL REQUIREMENTS CAST IRON PIPE * P4T I-2R1!i1 OF OSHA'S EXCAVATION STANDARDS SHALL BE PROVIDED BY THE CONTRACTOR E EXISTING UNDERGROUND ELECTRIC CI- .0 CLASS _ INCLUDING,BUT NOT LIMITED TO, THE PROVISION FOR A COMPETENT PERSON ON SITE g PROPOSED UNDERGROUND ELECTRIC AND ANY REQUIRED DOCUMENTATION THAT MAY REQUIRE CERTIFICATION BY A CONc CONCRETE PROFESSIONAL ENGINEER. , EXISTING WATER MAIN� � DH DRILL HOLE 3.DURING CONSTRUCTION, NO FOREIGN OR EXCAVATED MATERIALS SHALL BE STOCKPILED DI DUCTILE IRON PIPE ALONG THE ACCESS ROAD. THIS AREA SHALL BE KEPT FREE OF ANY CONSTRUCTION PROPOSED WATER MAIN - DEBRIS AT ALL TIMES. THE CONTRACTOR MAY STOCKPILE MATERIAL WITHIN THE + DIA DIAMETER a OWNERS PROPERTY WHERE THE NEW TANK IS BEING CONSTRUCTED. - NIS Ica Mffl � Wo ® ma 50-FOOT BUFFER ZONE - - 4.FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. IF FIELD CONDITIONS DMH DRAIN MANHOLE ARE OBSERVED THAT VARY SIGNIFICANTLY FROM THOSE SHOWN ON THESE DRAWINGS, m ®Te aI 100-FOOT BUFFER ZONE., EL ELEVATION IMMEDIATELY NOTIFY THE ENGINEER IN WRITING FOR RESOLUTION OF THE CONFLICTING EW EACH WAY - - INFORMATION. amm m 4�D a rat®z» 200-FOOT RIVERFRONT AREA - FF FINISHED FLOOR ' 5.ALL FUEL,OIL AND OTHER HAZARDOUS MATERIALS SHALL BE STORED WITHIN A .. - — _ _ INDEX CONTOUR FG FINISHED GRADE - -2 SECURED SECONDARY CONTAINMENT STRUCTURE WHEN NOT IN USE. — — - - - 6.PROVIDE TEMPORARY DEGRADABLE EROSION CONTROL BLANKET ON ALL SLOPES - --- ---._._._.-._.- FLO FLANGED GREATER THAN 3:1, INTERMEDIATE CONTOUR FT FOOT 7.LOAM AND SEED ALL DISTURBED AREAS UNLESS OTHERWISE NOTED. PROPOSED CONTOUR HYD HYDRANT 8.WATER MAINS AND SAMPLE LINES SHALL BE BURIED A MINIMUM COVER OF 5 EXISTING FENCE INV INVERT UNLESS OTHERWISE SHOWN OR DIRECTED BY THE ENGINEER. MIN. MINIMUM 9.SHADED AREAS INDICATE WORK BY OTHERS. PROPOSED FENCE - NJ MECHANICAL JOINT 10.THE CONTRACTOR SHALL MAINTAIN TRASH RECEPTACLE ON SITE. NO TRASH SHALL BE _ ® EROSION CONTROL SILT FENCE AND HAY BALES NITC NOT IN THIS CONTRACT - DISPOSED OF TO THE TRENCH OR INCLUDED IN BACKFILL- - - --- --- -- - APPROXIMATE WETLAND UNIT LINE OC ON CENTER - PE PLAIN END CONTRACT LIMIT LINE - PMF PREMOLID JOINT FILLER M OF EXISTING PAVEMENT Psi POUNDS PER SQUARE INCH p'^ UTILITY POLE - PVC POLYVINYLCHLORIDE PIPE ®CB CATCH BASIN - - RCP REINFORCED CONCRETE PIPE Ib,3®I RE1NF. REINFORCED / WETLAND RESOURCE AREA � BOUNDARY FLAG REO'D REQUIRED il WETLAND AREA ROW RIGHT OF WAY 971b b- PROPOSED HYDRANT SCH SCHEDULE / "y EXISTING HYDRANT TYP TYPICAL pd EXISTING WATER GATE UP UTILITY POLE .� PROPOSED WATER GATE WG WATER GATE - B-7 SOIL BORING LOCATION, O IRON PIN FOUND - DPW -Water O PROPERTY BOUND - Supply Division Maher and Straightway Storage Tanks and Pumping Stations Re-Bid Contract 16-000-11-2 Storage Tanks Barnstable, Massachusetts ' u. , a„ REVISED FDR NE-aD ` M Dale D..I- - - PROJECT NO: B506 FILE: LEGNOTES8 GENERAL NOTES: oHECCKEOY M EI APPROVED BY: OHO 1.CONTRACT 16-000-11-2 STORAGE ` TANKS - THIS CONTRACT. LEGEND,ABBREVIATIONS 2.CONTRACT 16-000-11-3 PUMPING AND GENERAL NOTES STATIONS — BY OTHERS. SCALE: NO SCALE SHEET 2 N ,` ,\ T'ghe&Bond _ N \ \\ \\ Consulting Engineers PROPOSED PUMPING - \ \' STATION / www.tighebond.com \ •\\ \ / ♦♦ LIMIT OF CLEARING �I TRACKJACASS\REA - I LIMIT OF CLEARING - / , \ \0 �� , CRANE AND CAST AREA 1 SECTION OF EXISTING FENCE 'I I �'�.:M - �J_ ` . TO BE PERMANENTLY ' i� 1 REMOVED 12'ACCE�S ROAD I / xz'^ ,• J ♦ //' '\` .CRANE.AND CAST AREA NEI I ME AND- -"M: -" AST AREA api 1 -�"F�,a..:a�.r;;•'''�'�,. 1 `\� I I ` . .,y�� I er4�1 �p n 1 nJ . i' \\ `C. ` I ;x�� 4. -i,- `..°[v',° 1 '---- ` 12'ACCESS ROAD (INCLUDING FOOTING AREA) \\ I \ - -34 DPW -Water Supply Division 1 TRACK/ACCESS AREA - 1 ROPO$ED PUMPING`♦♦ ��// _��`�_' ��._ \ \\ \\\\ TANK AREASTATIOW Maher and (INCLUDING FOOTING AREA) `\ `�� / '- - "� \ I 1 20— — — ' -�2- '�( ;\\ Straightway ' J♦♦ 1 •' Storage Tanks ' I `\\ ,, , _ ��o ,�♦ \ and Pumping I \ Stations ` Re-Bid Contract SITE PLAN — STRAIGHTWAY SITE PLAN — MAHER '\ \ 16-000-11-2 \, Storage Tanks TANK AREA (INCLUDING FOOTING AREA) TANK AREA (INCLUDING FO0-nNQ AR A) SUB BASE MATERIAL- 12'OF 3/4-CRUSHED STONE rr SUB BASE MATERIAL-12.OF 3/4-CRUSHED STONE GEOTEXTILE-GROUP 2 NON-WOVEN - Bamstable, NOTES_ OF THE NOTES-AFTER THE EXCAVATION IS COMPLETE,THE BOTTOM OF THE n...,_,-r^c- i - - EXCAVATONSHSiALL B THE E X RAOOF RO COMPLETE.VATION ILLO AND LEVELED AS DIRECTED BY Massachusetts EXCAVATION SHALL BE PROOF ROLLED AND LEVELED AS DIRECTED BY THE ENGINEER BEFORE THE COMPACTED CRUSHED STONE IS PLACED. THE ENGINEER BEFORE THE COMPACTED CRUSHED STONE IS PLACED. TRACK/RAMP AREA -- 6-__ an REV SED FOR RE BID TRACK/RAMP AREA SEE NOTES. _-- - -� \ SEE NOTESCRANE _ CRANE AND CAST AREA - SEE NOTESND CAST SEE NOTES. ® - ® PROJECT NO: 8508 FIIE: SITEPREP NOTES, KED:DRAWN BY: LPT ]TES, CHEC MAE1 NOTES: 1.REMOVE AND DISPOSE UNSUITABLE MATERIALS FOR THE TANK GENERAL NOTES: APPROVED BY: OHD 1.REMOVE AND DISPOSE UNSUITABLE MATERIALS FOR THE TANK CONSTRUCTION DURING PRELIMINARY SITE PREPARATION. CONSTRUCTION DURING PRELIMINARY SITE PREPARATION. 1,CONTRACT 16-000-11-2 STORAGE MAHER&STRAIGHTWAY _ 2.FINAL TRACK/RAMP AREA AND CRANE qND.CAST BED AREA LOCATIONS,. WATER STORAGE TANKS 2 FINAL TRACK/RAMP AREA AND CRANE AND CAST BEDAREA CONLOCTRACTOR. - SIZES,AND SURFACE TREATMENTS TO BE DETERMINED BY CONTRACTOR. TANKS - THIS CONTRACT. SITE PREPARATION PLANS _SIZES AND SURFACE TREATMENTS TO BE DETERMINED BY CONTRACTOR. 3.CENTER OF TANK: N: 2,704,125.41 2.CONTRACT 16-000-11-3 PUMPING .. 3.CENTER OF TANK: N: 981.3Z697 9.2.31 - - - E: 991,992.48 STATIONS BY OTHERS, SCALE: 1°=20' ' E. 981,359.27 .. � - SHEET 3 ,1 _ T'ighe&Bond ` ` \ / \ Consldlir7g ElTgineers r N \ - ` CONTRACT LIMIT - .CONTRACT N0.16-000-11-p � `�',,,1 - ` ♦ \♦ -' EXISTING DIRT ROAD _ '+1M1NW.figh6'bO/1d.00O1 \\ SEE NOTE 5 � .. _ \ HA ACCESS - \\ ,_ "- - _____\ � HATCHES �� `� � � �� • Ql.t4,(TYP OF 4) �Rr Roy ___ _ -- -- 1.THE TOPOGRAPHY AND EXISTING SITE CONDITIONS DEPICTED HEREON ARE(51E NOTE 13) �y^,_ \a -- THE RESULT OF A GROUND FIELD SURVEY CONDUCTED BY THE HORSLEYSURFACE FINISH AROUND.TANK \ MITTEN GROUP, INC. IN SEPTEMBER 2010. ( „ SEE DETAIL � ------ --_-- 2.HORIZONTAL DATUM IS MASSACHUSETTES STATE PLANE COORDINATE SYSTEM. •�N' DATUM ESTABLISHED BY SCALING ORTHOMETRIC PHOTOS PROVIDED BY THE - 19,1 I.x09s1 1 -` _ ♦ MASSACHUSETTS GEOGRAPHICAL INFORMATION SYSTEM (MA GIS). ' SURFACE FINISH ♦ PROPOSED WATER STORAGE TANK 3.VERTICAL DATUM IS NGVD 1929. AROUND TANK r --, X37.0 i 4.PROPERTY UNES SHOWN ARE APPROXIMATE ONLY AND ARE NOT THE ' SEE DETAIL RESULT OF A FIELD SURVEY.NO PROPERTY LINE RESEARCH WAS COMPILED. 5.THE DIRT ROAD IS LOCATED ALONG AN EXISTING RIGHT-OF-WAY EASEMENT 2 , THAT CANNOT BE BLOCKED OR DISTURBED BY CONSTRUCTION UNDER THIS . _ LIMIT OF CLEARING CONTRACT. 6.THE ACCURACY OF MEASURED PIPE INVERTS AND PIPE SIZES IS SUBJECT C ! / . Y•\ TO FIELD CONDITIONS, THE ABILITY TO MAKE VISUAL OBSERVATIONS,DIRECT �\ O ! ` - _ !' ♦♦ ACCESS TO THE VARIOUS ELEMENTS AND CONDITIONS. \ 7.THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES PROPOSED 72' AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF VARIOUS UTIUY \\_ GATE VALVE +;"r'�x l \ COMPANIES, AND WHEREVER POSSIBLE, MEASUREMENTS WERE TAKEN IN THE ' \ !,{4--, - _ (TYP OF 2) y�' - Y - FIELD.THIS INFORMATION IS NOT BE BE RELIED UPON AS BEING EXACT OR l - _— _ STRUCTURES (SEE N0.TE,13) �• ..",d � LD PRIOR TO THE STARTON ANY `�'�• � COMPLETE THE LOCATION OF SHALL BE VERIFIED IN THE F7E -- CONI7YACT NO.16=000-31-3 `-�.e-x CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY - % !u_ - COMPANY, ANY GOVERNING PERMITTING AUTHORITY IN THE TOWN/CITY,AND WATER MAIN CONTRACT-UMIT_L1NE-- --�- rt '' -" SA 0 344-7 T S S SEE NOTE 12 - _ _ ;��,'�Nk Y�-t. T ,+- I -DIG SAFE-(1-80- 233)A LEAST 72 HOUR PRIOR TO ANY a EXCAVATION WORK IN PREVIOUSLY UNALTERED AREAS TO REQUEST EXACT FIELD LOCATION OF UTILITIES. PROPOSED CONTOUR B.THE WETLAND DELINEATION SHOWN HEREON WAS CONDUCTED BY THE HORSLEY WITTEN GROUP,INC.ON SEPTEMBER 14, 2010. PROPOSED 12'WIDE _ _ ROPOSED At- �.EL' •` ACCESS ROAD I +7, ~^, a~ 8'GA _ �5.3 9.REFERENCE PLANS: - $ti?3.Ir)0 Al1Cm VAL I h - BARNSTABLE COUNTY REGISTRY OF DEEDS, PLAN BOOK 306, PAGE*27 z'�• !`�-+r... f �-` K `. - PLAN ENTITLED'PROPOSED IMPROVEMENTS SITE PLAN MAHER WELL Zl- •'-x 't -t �;^ s_ -�,, _ \ , FACILITIES DRAWN BY DUFRESNE-HENRY DATID APRIL 19, 1991 tr lr tri rr x->r x ti1. t s-� `•-�- �; - y .x ? _ CONCRETE PAD 10.IF DISTURBED, THE EXISTING DIRT ROAD MUST BE RESTORED SIMILAR TO oa4� Inc WITI4�STONE CNANN0. EXISTING CONDITIONS. aanq,q SEE�DETAIL 1 11.TANK INFLUENT,EFFLUENT, AND PUMPING STATION DISCHARGE SAMPLE LINES, REFER TO TECHNICAL SPECIFICATIONS 02519 FOR DETAILS OF -:AE,L*T c •r." t �' r' f e„- f (TYP) - ..''' - �l 9 MATERIALS AND CONSTRUCTION. CONTRACT NO. 16-000-11-2 TO INSTALL �h - ^' - TO WATER MAIN CONTRACT UMIT UNE AND LEAVE WITH A WATERTIGHT PLUG .` -" - ..� - _ �� -RCP r s _ ' ^y { :J --?cam PER TECHNICAL SPECIFICATION SECTION 02519. INSTALL AT 5'BURY DEPTH. r D ,e 1 S(A CM F C. ?.C'C 1ra t l` v 12.WATER MAINS UNDER CONTRACT NO. 16-000-11-2 SHALL BE TERMINATED �11p/!I ,..� y �4 Nl''✓ a a `� t' I ,\ WITH A WATERTIGHT CAP OR PLUG PER TECHNICAL SPECIFICATION SECTION PROPO - 8'GATE VALVE 1 I 1 02514. `""' `�^' �.f '. (1YP OF 2T-(SEE NOTE 13) �\ � 1 13.REFER TO SHEET 8 FOR TANK CONFIGURATION ALTERNATIVES THE PE SAMPLE UNE SEE NOTE 11 - 5 SINGLE-COMPARTMENT ALTERNATIVE INCLUDES ONLY 2 ROOF ACCESS t } HATCHES. AND ONE INLET AND ONE OUTLET PIPE AND VALVE. PROPOSED 12-DI WATER MAIN'-. � "G. PROPOSED 8'DI WATER MAIN -_ ,•\/ \\\��\ aS, -.��`v . �~ OR CONDUIT TERMINATION DPW-Water AT CONTRACT LIMIT UNE -'� \ '28- SEE ELECTRICAL NOTE 4 \ p', 1.CONTRACT NO. 16-000-11-2 INCLUDES ONLY CONDUIT AND HAND Supply Division HOLES STRUCTURES WITHIN TIE CONTRACT LIMIT FOR CONTRACT NO. - �,_ � f .= --2 i 13'_9 CONTR7CT NO,i / \�\ 16-000-11-2 WTH A PULL STRING FOR INSTALLATION OF CONDUCTORS _ "•^r a Ir r VY OU7`HAN 16=000-U-2 _ \ AND CABLES BY CONTRACT NO. 16-000-11-3. 2.NEW CONDUITS TO BE STUBBED UP 1 FOOT ABOVE FINISHED GRADE. �cr ,y - "-+.,! t• , t 4r7 ONF ---\,/�/ - ��y `�- PROPOSED 6'DRAT Maher and WrDi..STONE-APRBN 3.INSTALL MARKER 1 FOOT ABOVE FINISHED GRADE AT CONTRACT LIMIT �D�TiJL" UNE. 2 ` 4.ELECTRICAL CONDUIT UNDER'ONTRACT NO. 16-000-11-2 SHALL Straightway u z �, COId ?CT,FdO. , 4' �' 1 TERMINATE WITH A SOLVENT WELDED CAP ON THE CONDUIT PLAIN END E_AMr N - > Y �. �/ `` ♦`��' AT THE CONTRACT LIMIT UNETanks Storage T and Pumping 200-FOOT RIVERFR T A EA \ Stations Re-Bid Contract 16-000-11-2 v x \ t, Storage Tanks i Barnstable, r � J J � Massachusetts \ -- �Y 1 M11 REVISED FOR RE-&O GENERAL NOTES- ....... -- 3u, ��' ��®� mug�a�da \' 1.CONTRACT 16-000-11-2 STORAGE M; Dam onanoma aTANKS — THIS CONTRACT. FILE:-CT ND: MuB506 u� 1 - IPL 2.CONTRACT 16-000-11-3 PUMPING DRAWN LPT.MAE7 —1 i ,:;�-'""' • _100-FOOT BUFFER ZONE - ' STATIONS — BY OTHERS. CHECKED: ME! 1�Y3_— - - _ y WORK OUTSIDE NED TO SHOWONTRACT IS CONTRAST. APPROVED BY: oMD - O,^"�. lev q''q PROPOSED SITE PLAN AT �j( ,IO'CI PIPE ��P IPE PROPOSED'HAY BALES I �-•� AND SILTATION FENCE .(�) I + 20 0 10 20 40 SCALE: 1"=20' \ SCALE 1'=20' SHEET 4 CCR:NF T`EXISTING 10•AC'WATER MAIN . 12"'11" TEE .. - Tihe&Bond- 2•CATE VHLiES AND BOXES - CAP -. - _ C011s U-9ETLgineers 1J'r12 'REDUCER' - - - - COJPUNG ! 1�hglE-TOPOGRAPHY AN 5 RE `H'N'H'•h9hebond.com EY'ST7SvC AC WATER MAIN,. D EXISTING CONDITIONS DEPICTED HEREON A 10 of NIP -E / - T OF A GROUND FIELD SURVEY CONDUCTED BY THE HORS •"` 9- 0!N �E I 0 BE AS PEON THE RESULT D ELD SUR C LEY - =5 REQUIRED I - I WITTEN GROUP, INC.IN SEPTEMBER 2010.�. 2.HORIZONTAL DATUM IS MASSACHUSETTS STATE PLANE COORDINATE SYSTEM. DATUM ESTABLISHED BY SCALING ORTHOMETRIC PHOTOS PROVIDED BY THE y INFORMATION SYSTEM - u - - - <- - - — _ . .1 i rrr, t MASSACHUSETTS GEOGRAPHICAL M MA GAS). 3. TICAL ATUM IS 4.PROPERTYDU ES SHONNwARE2APPROXIMATE ONLY AND ARE NOT THE RESULT OF A FIELD SURVEY. NO PROPERTY LINE RESEARCH WAS COMPILED. F '>' r-•,,,, _ f.. '""�-�i-;� ,.'' L�'. '1` ., ( r F;r::-i;Nr ,..0.. ar,rl 5.THERE ARE NO RECORDED EASEMENTS WITHIN THE AREA SHOWN ON THIS x r - -r.. -•y -3., ! r Titi, t PLAN. - • '- "`-*,� = ram-.;_ r- 6..THE ACCURACY OF MEASURED PIPE INVERTS AND PIPE SIZES IS SUBJECT r" •` ,i :,Ohi1ECT �,A,; { .s.+./i, i�-" �a K r L-. r -- 'T TO FIELD CONDITIONS,THE ABILITY TO MAKE VISUAL OBSERVATIONS,DIRECT A T THE?UILD ¢Uw1AT1Gn' /��"1r'`,+i F rABLF iC BER -C. ACCESS TO THE VARIQIS..EI£MENTS AND CONDITIONS. '/ ,I 7.THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES - `•\ AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF VARIOUS UTIUY 1 3 OttCMI,qiG,."C COMPANIES, AND WHEREVER POSSIBLE,MEASUREMENTS WERE TAKEN IN THE 1 V /TA 2ic FIELD. THIS INFORMATIONIS NOT BE BE RELIED UPON AS BEING EXACT OR COMPLETE THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES r,r"'ASS»A"ER aAiai--., SHALL BE VERIFIED IN THE FIELD PRIOR TO THE START ON ANY _ 4 CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY "DRANT ASSEa4`&L''AND TANK SYP SS CCNNECTION _._. COMPANY, ANY GOVERNING PERMITTING AUTHORITY IN THE TOWN/CITY,AND 1 9" TEE - ,, �_-?) i �/-/ -/i/ 'DIGSAFE'N1-80G-34�-�-7233u AT LEAST 72 HOURS PRIOR TO ANY « 71CHORING EF, REST BLOCKED' '-- -------_ - .r� — -+•-J V_ -/ i L' •ii -I 1 LY UNALTERED AREAS TO REQUEST ACT 9 GA VALVE J.HUX .tJ PE �RAINEG EXCAVATION WORK IN.�RENO S LTER EST EX ---rE SAtdFi NE FIELD LOCATION OF UTILITIES: ATE VALVE BOX.UJ PES :AiNED t _ � ` - 72 P PPLES. -NG'H 5 R£!N•:KED � PROPOSED PUMP STATION I �I �uC i� s �� ~ j I, 8.THE WETLAND DELINEATION SHOWN HEREON WAS CONDUCTED BY THE S NIFFLr, W�iGT=AS R_Oi.IRCG F.F.Fi.=26 On .- i �f 1 `�"'- '' f c '� i j( HORSLEY WWITTEN GROUP,INC. ON SEPTEMBER 1, 2010. ..s"`�" .c. ,' 3 %+R1"Ps;--D•B J i Y I ! 9.REFERENCE.PLANS: PLAN ENTITLED SITE PLAN BARNSTABLE WATER COMPANY.- 21 2,y112G,1:,� L�.,,.,. -,• L -?t•T"AC Nst - : i STRAIGHTWAY PUMP STATION'DRAWN BY DUFRESNE-HENRY DATED FOR-CONDUIT TERMINATION AT }\ } 4r c 5"sz00 Ti - _--� APRIL 1998. - 'Cl�NTRAQT-LIMLR S� \�u, c, 9tT' fib Oxf � gm 10.TANK INFLUENT,EFFLUENT, AND PUMPING STATION DISCHARGE SAMPLE -- _ R_. .___.- --•---- ELECTRICAL NO UK _-'-- ''' t - - !: - LINES,REFER TO TECHNICAL SPECIFICATIONS 02519 FOR DETAILS.OF �.,t > �� / MATERIALS AND CONSTRUCTION. CONTRACT NO. 16000-11-2 TO INSTALL TO Wyly of y� WATER MAIN CONTRACT LIMIT LINE AND LEAVE WITH A WATERTIGHT PLUG 4 PER TECHNICAL SPECIFICATION SECTION 02519. INSTALL AT 5'BURY DEPTH. aIxapn 4ATER MAIN-6ONTRACT LIMIT ®,JR I 0.0' 1 ' - - - '" - - ---- LINE, SEE NO 11.WATER MAINS UNDER CONTRACT NO. 16000-11-2 SHALL BE TERMINATED `--�, 02514. WITH A WATERTIGHT CAP OR PLUG PER TECHNICAL SPECIFICATION SECTION naa® PROPOSED 12'WIO E Y' Y �\ / / % 201 .O' 1 ACCESS ROADDI Sj� - _ ` PROPOSED FENCE i 7A ER MAIN SAMPLE LINES(2 �LIMIT OF CLEARINGYI+N SEE NOTE 10 ! - ELECTRICAL NOTES ?p _ - BE EXISTING OVUED TO / 2C2 1.CONTRACT"NO. 1 6 00 0-11-2 INCLUDES ONLY CONDUIT AND.�HAND HOLES ,Y` '' I 8'z12'REDUCER \ ApFF BE P�NANENTIY REMOVED / � STRUCTURES WITHIN 7FE,CONTRACT UMIT FOR CONTRACT NO. 1` I,-- / i 1 `� 1. \ ! 16000-11-2-_WITH A PULL STRING.FOR INSTALLATION OF CONDUCTORS _ 12'zt 2•ic8'.TEE. / / .. C,,,,� `� 1 ,•- ,' - y I I... / /1 I AND CABLES BY CONTRACT NO 16000-11 3 .: t ! / 2.NEW CONDUITS TO BE STUBBED UPrV-FOOT ABOVE'-nNISHED'GRADE D_PW Water -.i INSTALL MARKER-L.FOOT ABOVE FINISHED.GRADE AT CONTRACT UMfT ,.,,-:'.�tom, ��." �.,! ✓ � -- ,-�.. .r _ ��T�- - .... .(2)8'-45"BENDS,. ,, I !":.: / r� I / • LINE .... /, / '` S'uppGy Division f'�f �L /'�1�•�I` /�Ir-�l _ (TYP OF 2) .��1 k`; -MJ,RESTRAINED _ _,�'� (. - / / /' l 2Q, - 4.•ELECTRICALbONDUIT UNDER-CONTRACT'NO. 16000-11-2 SHALL . . . TERMINATE WITH A SOLVENT WELDED CAP ON THE CONDUIT PLAIN END AT THE CONTRACT LIMIT LINE. (j7RACT OMIT FOR/CONTRACT /.. ' - k- sf _ _ �DRK , - ; Maher and /i6 21t10.11;-2:FOR,'ALL / l I. Straightway. SURFACE FINISH AROUND TANK 'It -S I 1 I `✓ / - Storage Tanks SEE DETAILe 1 "`4 'PROPOSED 6• RAM NTH.STONE CHANNEL 1A 2 ,0' E - 6EE'OxL and� Pumping. Stations ,. SURFACE FINISH AROUND TANK 1 - SEE DETAIL 1B I - S b. SPASM'PAD WITH,5,1PNE CHANNEL Re SEE Contract 7 •'X` _ I I I \ SEE DETAIL 1 r,`',\ 1-6-000-11-2 I \ 1 ' LJMITAPPR X/MATE f I' ClMIT OF WETLANDS` Storage Tanks I, PROPOSED 6• ?�, A . O i .I 'GATEIIIVALVE \l\\I1 �\\ \`\\ 205 - Barnstable, PROPOSED CONTOUR PROPOSm'.B•DI \� i \� �. \ # Massachusetts 1 `ROOF ACCESS HATCHES I'` 11 1 WATER IMAIN 1 (TYP OF.2). 1 1 / I i ��`Al 1 .11 REVISED FOR RE-BID I PROPOSED WATER STORAGE TANK / 1 PROPOSEO HAY BALES f I AND SILnTION FENCE O \ 1`\ ]00-FOOTSOF,FERZONE GENERAL NOTES: 1 CONTRACT;NO.16-DOG-11-2 \I '\ / t.CONTRACT 16-000-11-2 STORAGE "`� _ TANKS - THIS CONTRACT. I v , 2.,CONTRACT 16-000-11-3 PUMPING PROJECT NO: BSOS WATER MAIN CONTRACT 5.0' \ \ ,1 ,\ OMIT LINE - I ��\ \ � -STATIONS - BY OTHERS. FILE: FDBIPLarCs CONTRACT 0. 6-000-11-3 DRAWN BY: LPT,MAE' 1 1 `\ C \\` 3:WORK OUTSIDE OF CONTRACT IS CHECKED: MAE1 s .SCREENED TO SHOW CONTRAST. .. APPROVED By: OHD _ - 8'-45-BEND;MJ,RESTRAINED ` 11 PROPOSED SITE PLAN «' PROPOSED-12'-DOUBLE SWING:GATE - AT STRAIGHTWAY SEE DETAIL 3 y �. '. 20' 0 10- 20' .:e- SCALE: 1"=20'. - { SCALE: 1•-20', SHEET 5 t - a � •. - Tighe&Bond Consulting Engineers www.tighebond.com WORK ZONE ,. -�. •; •� of of MINIMUM IM III 11 II. SIZE LENGTH,FT:* fMI FITTING .RESTRAINED- - - 4- I I�IIIIh I I IIIIh 111111 III II I I II I I - _ �N9a O 16" 45'BEND 18' 16' 2212'BEND 8' - x:. .BUTT-,BALES TOGETHER A� (2) 2'x4'z3'STAKES "- 16' 11V4'BEND 4' _ • - IN EACH-_SALE,.r- ,;,ec*»�z+*---+• 16' 90'VERTICAL UP BEND 43' - - - 16" 90'VERTICAL DOWN BEND 91' _ „I - SILT FENCE-SEE DETAIL A 16" 16'x12'REDUCER 39, - ELM - 12' 45'BEND 14' SURFACE RESTORATION 2'x2"WOOD STAKES 12' 221E BEND 7' AS SPECIFIED - (2) 2"x2'x3- STAKES AT SPACED AT 4'-5't - 12" 11V4'BEND 3' a - EACH BALE SILT FENCE 12' 90'VERTICAL UP BEND 33' o - 12" 90'VERTICAL DOWN BEND 71' n I i 12' *VERT"TEE BRANCH 70' EXISTING 12' 12'X8'TEE BRANCH 70' - GROUND 12 12"X8"REDUCER 38' UTILITY IDENTIFICATION - - 8' 90'BEND 23' TAPE U[,;RKZONE j RUNOFF8" 45'BEND 10' 8' 22S"e'BEND 5' SECTION A-A 8' 11V4'BEND 2' SUITABLE EXCAVATED m GRADE 8' 90'VERTICAL UP BEND 23' o I BACKSPEgFlLLL COMPACTED oD AS SEE DETAIL B 8' 90'VERTICAL DOWN BEND 50, TECHNICAL SPECIFICATIONS. 8' 8"x8'TEE BRANCH 48' DETAIL p. MINIMUM RESTRAINED LENGTH BASED ON DIPRA, - SILT FENCE 'THRUST RESTRAINT DESIGN FOR.DUCTILE-IRON. i. SILT FENCE WOOD POSTS *PIPE',3.3 EDITION, 2003 - - -ti- REFER 04'-5'3 O.C. SUITABLE BACKFlLL FOLLOWING CONDITIONS APPLY: FINISHED GRADE PIPE IS NOT POLYWRAPPED •''",�.' SELECT FILL AROUND AND TO I ypF SOIL DESIGNATION: SAND SILT WATER MAIN DESIGN PRESSURE: 100psi 6'OVER PIPE, CAREFULLY LAYING CONDITIONS TYPE 2 ~-y PLACED AND HAND COMPACTED, DEPTH OF COVER: 5.0' 1-6' 1-6' TO TECHNICAL SPECIFICATIONS. MINIMUM RESTRAINED LENGTHS OF DI PIPE TYPICAL WATER MAIN AND SAMPLE PIPING TRENCH 6 MIN. , E / NO SCALE - NO SCALE - - ABRIC - " nETAIP B. HAY BALES ✓4 SILTATION FENCE: r _ - NO SCALE. - 3 D:PW Water Supply Division Maher and Straightway Storage Tanks " and Pumping Stations Re-Bid Contract 16-000-11-2 Storage Tanks Bamstable, Massachusetts •. - - -.. - at 1 REVISED FOR REBID - - - - MxM w1x DorJlpllon ' PROJECT No: B50B _ . - - FILE: - FDSIPLAN_5 DRAWN BY: LFT .. - CHECKED: MAE1 ' . : ' - •,•. APPROVED BY: OHD . MISCELLANEOUS DETAILS - SCALE: AS SHOWN _ SHEET 6 12/21/10 .. ' (3)STRANDS OF BARBED-WIRE Tighe&Bond_ -. CHAIN-UNK FABRIC' EACH CONSISTING OF 2 STRAND ��7 P..R. TOP SELVAGE TWISTED LINE WAIRE'WITH 4 PT BARBS SEE NOTE 2 COTisultuig EFt91T1eers FlNISHED XISTING GRADE www.tighebond.com WARNING TAPE - PROPOSED - Y. WATER TANK, . -3.0' 15.0'ACCESS ROAD 5.0' *IE � 1.66. 00 TOP RAIL`M1.MA45'B/W ARM LINE POST � 9 � - �- ROUND END & - y ax_ 3C� MATCH /'RIGID CONDUIT - 31 EXISTING• CORNER POST • - �KQ / - SEE NOTE 1 • . r`-f(/ 3 4'CRUSHED STONE 1'.9.i 1-,70'lla / 4'LOAM k SEED NOTES: GROUP 1 NON-WOVEN GEOTEXTILE ADJUSTABLE TRUSS ROD 1.ENCASE EACH CONDUIT MATH A LAYER OF SAND BORROW 12•PROCESSED COMPACTED - THAT COVERS A MIN.OF 6•ABOVE AND 6'-BELOW THE GRAVEL BORROW + - PIPE FOR THE ENTIRE WIDTH OF THE TRENCH. -UN-POST TIE ELECTRICAL DUCT BANK DETAIL SURFACE RESTORATION AROUND TANK WHERE GRAVEL ,A NO SCALE NO SCALE 4.5 I I TENSION BAR I I I ' I I TURNBUCKLE I I I I ��'\`1.66.DO.BOTTOM RAIL I I I '• I BOTTOM SELVAGE I 3,500 PSI CONCRETE I I I I III KNUCKLED - - - I I II.I III I If I N - I III I III I III I II I a III I C I I C I I U I SLOPE TOP OF CONC Tr 10'-0• MAX. SPACING I FILL FOR DRAINAGE - 1.NOMINAL HEIGHT SHALL BE AS FOLLOWS: a.NEW FENCING AND GATE AROUND THE NEW TANK SHALL BE 8 FEET b.NEW FENCING AND GATE AT THE DRIVEWAY7ENTRANCE AT - 70 6•DIA, SCH 40 STEEL PIPE, - - STRAIGHTWAY ROAD SHALL BE 5 FEET I CONC FILLED BOLLARD,PAINT 2•NOMINAL 8 FEET HIGH FENCING AND GATE SHALL HAVE BARBED PER NOTES 1 AND 2 WIRE NBARSEDOMINAL 5 FEET HIGH FENCING AND GATE HALL HQL HAVE I- a PROPOSED - - 3.REFER TO TECHNICAL SPECIFICATION 02820 FOR DETAILS. - os$,yMRF- .Ie�y_ WATER TANK - 4.FOOTING WIDTH SHALL BE 18•FOR IN-LINE POSTS AND 24•FOR SLOPE SLOPE - '3.0' 15.0' CORNER POSTS. - RNISH GRADE 77111, MATCH CHAIN-LINK FENCE'DETAIL o L 3.1 EXISTING .NO SCALE - - 3/4•CRUSHED STON 4"LOAM h.SEED a GROUP 1 NON-WOVEN-GEOTEXTIIF - K 3.500 PSI CONCRETE { SURFACE C STORATION-AROUND'TANK WHERE' LOAM,AND SEED; 1e Water DPW -Wa NOTES: PP Y Division .:.. GATE PLAN Su` I Di 'sign 9"� d 1.EXPOSED METAL SURFACE OF BOLLARDS SHALL-`.BE PAINTED-AS - NO SGAIE. - -.. ` T T4-0 OPENING;FACE TO FACE',,_ - FOLLOWS: - a.PRIME COAT OF ZINC RICH AROMATIC URETHANE : " 2j• 3' - 21" - b..TWO FINAL COATS OF AUPHATIC ACRYLIC POLYURETHANE " c'FINISHED COLOR SHALL BE SAFETY YELLOW POST TOP 1"-1' h 2.METAL SURFACES EMBEDDED IN CONCRETE SHALL BE COATED WITH SEE NOTE.2 ABOVE _ Maher and COAL TAR. - ., CONCRETE FlLLED. CONCRETE FILLED. Straightway POST 6" DIA, CONCRETE BOLLARD DETAIL ��POD �� Storage Tanks NO SCALE - �,( - -CHAIN LINK FABRIC. and Pumping, GATE.LATCH WITH Stations PROVISION FOR PADLOCK GATE FRAME Re-Bid Contract _ (TYP 4 SIDES) .1 .1 �f STRAIGHTWAY ROAD. 16-000-11-2 ,BD-0 Storage Tanks • tk. - n ALL ' 5'HIGH FENCE, s SEE HIGH FENCE,AIL 2• 1-��. WELDED 0 MAKE DROP BAR- TENSION BAR L�J� ♦ zINTS ' 2 ,/r ., Barnstable, .. SEE DETAIL AND I. I 16• - NOTE 1 C"4-SIDES) TWI T Massachusetts: A SOLID FRAME l / L—J L—J t 4/tt REVISFU.FOR RE810 PORTUND CEMENT CONCRETE(TYP) ' DOUBLE SWING'GATE, - - SEE DETAIL, I. _ I _ _ _• �I 36•AT BOLLARD EQUALLY - NOTES: GATE POST SPACED 16•FROM EACH 1.FOOTING WIDTH SHALL BE 36•. f +I FENCE POST,SEE DETAIL 2.GATES MAY BE MANUALLY OPERATED. - TO WTP- I •� - Menc CT omatpum PROJECT NO: 8506 NOTES:r DOUBLE SWING GATE FILE: DEraLSB 1.THE:FENCE SHALL PARALLEL THE EDGE OF PAVEMENT ABOUT 5 e - `+ DRAWN BY: LPT FEET OFF THE EDGE OF PAVEMENT IN BOTH DIRECTIONS TO'EACH - CHECKED: MAEi PROPERTY LINE CHAIN-LINK FENCE.DETAIL 3 •• C - - NO SCALE B,. AVPRovEo Br" oMD FENCE AND GATE AT STRAIGHTWAY.ROAD MISCELLANEOUS DETAILS-z NO.SCALE 4t,' t �,,. SCALE:. -AS SHOWN SHEET 7 P _ 12/21/10 DOME HATCH r�e I!!, d ^ g - (TYP OF 4) Leo• IBM � .- MINER -800,000 GALLONS - ' (TYP OF 2) 100' _ g '- g g' o- FFLE WALLS BAFFLE WALLS DOME HATCH _ DOME HANDRAIL - r .--__ -DOME HANDRAIL- - - „ ----_L_______ L______ 0 GALLON ,. ulhTtg ebo A TYP OF 2) Co (TYP OF 2) q - ( _ _ q -W q COMPARTMENT01 ._WWW.fI(JflebOnd.COT� \ i \ 400;000'.GALLON Y�, -- COMPARTMENT 20. ' I ' (WITH BAFFLE)' rn ir - ¢OVER FLOW¢OVERFLOW SYSTEM SYSTEM t — ,--2¢0' —� — ———— — — g _5,- — ---- ------ ----------- —270• g_ — ------ _--- ---- ------ —270' _ r [lam 200 ¢DRAIN -�. i 21 SYSTEM I - I ¢DRAIN I \ I \ _ •' SYSTEM \ I f I UTUET TANK FOOTING g \ LADDER' g --___ gDDER DIVISION IONUWALL � g INLETONO WALL ' p g EXTERIOR TANK FOOTING 0 \ EXTERIOR TANK FOOTING / TANK FOOTING OUTLETS �1� o,. INLETS 1&2 ytD• (TYP OF 2) 0 (TIP OF 2) - OUTLET INLET , ROOF LAYOUT ROOF LAYOUT INTERIOR LAYOUT INTERIOR LAYOUT NO SCALE. - NO SCALE - - NO SCALE - NO SCALE ONE COMPARTMENT STRAIGHTWAY SITE _ - TWO COMPARTMENT ADD ALTERNATE MAHER SITE ONE COMPARTMENT BASE BID MAHER SITE TWO COMPARTMENT ADD ALTERNATE MAHER SITE .�cVc0 of ONE COMPARTMENT BASE BID MAHER:SITE - - of 019it9fA 1 BAFFLE WALLS s _ STRAIGHTWAY- 400.000 GALLONS' - - TANK INSIDE FINISH FLOOR SIDE WATER MAX.FINISH.MIN.FINISH TOP OF RADIUS - ELEVATION DEPTH GRADE GRADE DOME VENT - - - MAHER 41'-3' 27.00 -,:.20'-d 37.00 31.00 .59.00 - _ STRAIGHTWAY 29°-3' 30.00 201-0- '34.96- .. 34:96.'�.•� .59.58 ,-... g OVERFLOW - - - SYSTEM -Water DPW TANK PLAN .DIV;IS'IOtI 5 SCALE:NO SCALE: -- - - . .. - - NOTES. - _ 27P= P p 1.SE L'E'FOR TANK DIMENSIONS.AND APPt1RTENANCE LOCATIONS SPECIFIC TO THE MAHER AND DRAINy,- . STRAIGHTWAY TANKS. - - - SYSTEM 2.INLET AND OUTLET PIPES SPACED AS REQUIRED BY TANK DESIGNER. Maher and a 3.THE EXTERIOR DOME CONCRETE SURFACES:SHALL RECEIVE ONE COAT.OF TAMOSEAL AND ONE COAT - I - Straightway _ OF.TAMMSCOAT SMOOTH. THE EXPOSED EXTERIOR:WALL CONCRETE SURFACES TO.ONE FOOT BELOW GRADE SHALL RECEIVE TWO COATS OF TAMMSCOAT SMOOTH.COLOR.SHALL BE SELECTED BY - I Stdage Tanks OWNER. - 4.EACH TANK SHALL-HAVE AN INTERNAL BAFFLING SYSTEM THAT INCREASES THE FLOW PATTERN - and -Pumping. LENGTH FROM INLET THROUGH THE TANK TO THE OUTLET TO PROVIDE CONTROLLED DETENTION.TIME `�� - OF THE WATER WITH DISINFECTANT FOR CONTACT=TIME(CT)TREATMENT PERFORMANCE THE Stations - BAFFLING SYSTEM SHOWN ON THE DRAWINGS IS THE MINIMUM REQUIREMENT FOR THIS PROJECT. _ I - - THE TANK CONTRACTOR SHALL BE-RESPONSIBLE-FOR THE FINAL DESIGN CONFIGURATION THAT HAS - TANK FOTINGJ NLET/OUTLET BEEN SUBJECTED TO DETAILED TRACER STUDY TESTING TO DEMONSTRATE A T10/Tth RATIO OF AS - - DIVISION WALL ,,1 /�- ` MINIMUM OF 40X _. OUTLET INLET Re-Bid Contract INTERIOR LAYOUT 6-000-1 -2 SCALE:NO SCALE ONE COMPARTMENT STRAIGHTWAY SITE - Storage Tanks DOME RADIUS!•,,- TANK FOOTING AND COMPACTED 3%4"CRUSHED STONE LEVELING - BASE UNDER-BOTTOM SLAB AND FOOTING BOTTOM SLAB mI POLYETHYLENE Bamstable, - . TA DESIGN. - -_ PER NK Massachuse tiS DOME REF..LINE -- - - I .. PER TANK __________ DEIGN .11 B SED FOR REaIO _ INSIDE-RADIUS I OUTSIDE RADIUS - AS REQUIRED - - I , GROUP 2 NON-WOVEN GEOTEX'I1LE INIMUM 12'COMPACTED 3/4'CRUSHED - ' STONE BORROW. SEE NOTE 3 I SECTION A—A No; esoe Ne@ D,m o�ouo I NO SCALE - - PROJEcr . I - NOTES. _ _ FILE: TM ETLS .. - DRAWN BY: LP( .. MAX.FINISH GRADE _ 1.FOOTING DESIGN AND REINFORCING SHALL BE.DETERMINED:BY - - •- MIN.FINISH GRADE FINISH FLOOR I -. .r. - - _ APPROVED BY: .OHO . - ' CHECKED: MAEi ' TANK DESIGNER. -' '- •'?�,., I . i%/ i GENERAL NOTE. i _ . ------ — ---------_I� \�\/.• -TANK DETAILS-1 .. '-' ,I --,------ ----------- is TANK DESIGN�SIiALL BE IN CONFORMANCE MATH ANSI/AWWA D710,TYPE III. _ „ .. 2 DETAILS SHOWN ARE FOR THE PURPOSE OF GENERALLY ILLUSTRATING THAT THE INTENT IS TO-�CONSTRUCTA TANK CONFORMING TO THE SPECIFIED TANK AND TO GENERALLY - - - - ILLUSTRATE GEOMETRY AND TANK COMPONENT PREFERENCES. THESE DETAILS ARE NOT INTENDED TO PROVIDE CONTRACTORS WITH SPECIFIC DESIGN:DETAILS SPECIFIC DEIGN '- SCALE:- AS SHOWN' TANK SECTION'& E E/ATION DETAILS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SUBJECT TO S H OP DRAWING PROCESS CONFORMING TO THE BIDDING DOCUMENTS - SCALE:-NO'SCALE. 3.REFER TO PROJECT MANUAL FOR THE TECHNICAL MEMORANDUM TITLED"MAHER AND STRAIGHTWAY STORAGE TANKS GEOTECHNICAL 't SHEET H RECOMMENDATIONS'FOR FOUNDATION AND SLAB.DEIGN RECOMMENDATIONS AND OPTIONS. 1711/1, �q•_p' TOP OF CONCRETE LEVEL- Tighe&Bond WITH GRAVEL SURFACE ;Consulting.&Iguleers.. I ' ' www.tighebond.com DI PIPE PExPEW-31y"LG. WITH - - 2-1"DIA HOLES AT 180'APART-'SILT - $4 AT 10'OC-EW 4'CLASS C CONCRETE CONSTRUCTION JOINT I A STOP` NOTES: - SQUARE SUMP FINISH FLOOR - - I " 1.CONCRETE SHALL HAVE A BROOM FINISH. REINF. AS REO'D " i 2.CONCRETE SHALL EXTEND ACROSS ,,1,ytr" CONSTRUCTION JOINT ^- ACCESS ROAD. 9.I t 2611 FLEXIBLE •.. I SLOPE TO SUMP COUPLING- I REINF. AS REQ'D - I So. SUMP FINISH FLOOR - - CONCRETE P ASS PAD DETAILNO - - FLEXIBLE I _ COUPLING DI MJxMJ"COMPACT'90'ELBOW 12"MIN. RIPRI - .9"i - 6"DI MJxMJ"COMPACT` 90'ELBOW INSTALL AT 5' J T BURY DEP7CONTINUOUS SLOPEDOWN TO OUTLETHEADWALLCOMPACTED SUBGRADE SOILS ORGROUP 2 NON-WOVE - LEVELING BASE MATERIAL COMPACTED SUBGRADE SOILS OR - COMPACTED 3/4" DI PIPE PE FE - COMPACTED 3/4" 12"DIA.DI PIPE PExPE LEVELING BASE MATERIAL GEOTIXTILE CRUSHED STONE BORROW CRUSHED STONE BORROW I 18".I 4848" �18__] 12-g Dg AIL STRAIGHTWA 8 0 INLINLETS $ DETAIL MAHER C0 DRAIN DETAIL NO SCALE - NO SCALE ' STONE CHANNEL DETAIL �- NO SCALE - OF p I 12"DIA.DI PIPE PExPExl'-3A'LG. _ I WITH 2-1"DIA.HOLES AT 180' CONCRETE HEADWALL weDlm - 12"DIA.DI PIPE PE - I APART-"SILT.STOP" 6"BETWEEN HEADWALL NISHED DI PIPE AND COUPLING GRADE CONSTRUCTION JOINT SQUARE SUMP � I � Al: REINF. AS R 'D - - FINISH FLOOR - 6'DRESSER'STYLE COUPLING - - E EQ 1 ' FLEXIBLE .. .. DI�DRAIN' - � FLNGxPE SPOOL �.�` ? COUPLING I " - J ; ,; >j; 1/4"SS'BIRD SCREEN - WITH FLANGED ADAPTER - y— —— -RIP RAP 12'THICK FOR. .,1 1, �.-_, ,..:2 0"-MIN. --;n-•r }.. . -- -- --- --- ---- - - ' - 10'AFTER OUTLET MIN. SECTION A-A - -. ty ti"0. 12"DIA. DI MJxMJ - r - NO SCALE . DPW-Water - -"COMPACT"90':ELBOW. . - x. - I INSTALL AT J.1 - - _ `"° .- SUpply Division BURY DEPTH SCREENED' PIPE ENDDETAILe Mah2f and ' COMPACTED SUBGRADE SOILS OR - NO SCALE 4,5 ALUMINUM:VENT CAP _ - COMPACTED 3/4" � LL�NG BASE MATERIAL CRUSHED STONE.BORROW - - - Straightway- n o Storage Tanks 12 0 OUTLETS DETAIL MAHER NO SCALE r 24 MESH NON SECURE VENT- 'and,-Purnping� CORRODABLE SCREEN TO CONCRETE WITH S.S.WEDGE Stations, -- ANCHORS - I ' Re-Bid Contract I 16-000-11-2 Storage Tanks 6061-TS SCH.40 ANODIZED ALUMINUM PIPE TSEcm7N �,",, .ELEVATION REAR CIRCUM. (TYP) _ BafDStable, + HANDRAIL(lYP) - ALUMINUM VENT CAP- Massachesetts 4" TOE BOARD(AT6061-T6 SCH. 40 FRONT ONLY)ANODIZED'ALUMINUM - - 1 N11 REVIBEDFOR RE-BID PIPE(TYP) FRONT CIRCUM. - HANDRAIL(TYP) SEE NOTE 1 BASE PLATE WITH - ' PLAN - - - 5/8"HOLES - YENT. DETAIL Nex Dma Daemn�. FRONT AND REAR RAIL , - - NOTES: NO SCALE y - _ FILE RO.IECT No: TANKED S 1.VENT SIZE.AS REQUIRED BY DESIGN. DRAWN BY: LP1 ' SEE NOTE 3 BASE PLATE WITH5/8"HOLES - - CHECKED: MAEI F - .APPROVED BY: OHD - e.- +. SIDE RAIL' DOME HANDRAIL NO SCALE j rFNERAL NOT�1s• "- ., TANK'DETAILS-2 1.S.�LWEDGE ANCHORS TO BE USED AT EACH HANDRAIL/TANK - 1 1.TANK DESIGN SHALL BE IN CONFORMANCE WITH ANSI/AWWA D110,TYPE III. . CONNECTION. 2 DETAILS SHOWN ARE FOR THE PURPOSE OF GENERALLY ILLUSTRATING THAT THE INTENT IS TO CONSTRUCT A TANK CONFORMING TO THE SPECIFIED SCALE: AS SHOWN - - ..:2.ALL ALUMINUM TO BE ISOLATED FROM CONCRETE USING - TANK, AND TO GENERALLY ILLUSTRATE GEOMETRY AND TANK COMPONENT PREFERENCES.THESE DETAILS ARE NOT INTENDED TO PROVIDE CONTRACTORS `- NEOPRENE GASKETS. WITH SPECIFIC DESIGN DETAILS.SPECIFIC DESIGN DETAILS SHALL.BE THE RESPONSIBILITY OF THE CONTRACTOR AND SUBJECT TO SHOP DRAWING - 3::FOUR INCH'TOE BOARD'TO BE PROVIDED ON FRONT j PROCESS CONFORMING TO THE BIDDING DOCUMENTS. - -..SHEET 9. . CIRCUMFERENTIAL:HANDRAIL. 1 .. - t ° - - SHOTCRETE PAD 2 •Tighe&Bond - 1h'x1 SIDE RAIL/2' 21,x1/2' SEE RUNG DETAIL CORSuUuig hguwe - SUPPORT BRACKET 2'-6, 5/8'0 HOLE(TYP) www.bghBbond.COm TANK WALL Y�4 � --0x1/4'HORIZONTAL BANDS 3' .- 3• � �• - 5/8'0 HOLE(TYP) f`�i -R=7'_2' RADIUS TOP OF DOME RING (TYP FOR BANDS) ELEVATION - - 30 -ZDI1.R=V-7'RADIUS (TYP FOR SEE RUNG DETAIL BANDS). . SUPPORT BRACKET _ KNURLEDSKID TSURDACE - - - 2%'xi/2'SIDE f R - PLUG WELD 1'0 RUNG 1-6' i SHOTCRETE PAD - - - - - - SECTION t•-6° _ - RUNG DETAIL SKID RESISTANT SURFACE 3'-0° KNURLED OR.DIMPLED - INTERIOR LADDER PLUG WELD NO SCALE - - ELEVATION o�. NOTE- CAGE SHOWN FOR CLARITY. RUNG DETAIL - EXTERIOR LADDER NOTES: NO SCALE 4Wp9 O 7.LADDER SHALL BE 6061-T6 ALUMINUM: � � � - -- . 2.ALL ALUMINUM SURFACES IN CONTACT WITH CONRETE SHALL RECEIVE A PVC SHIM. - a �IN9ugr - 3.LADDERS SHALL BE CONNECTED TO TANK USING STAINLESS DESIGN WATER LEVELV I = w�. ' STEEL WEDGE ANCHORS. - " ' 4.BASE OF LADDER SHALL BE EQUIPPED WITH ANTI-CUMB.PLATE. I 4 &tvt / 5.BASE OF LADDER SHALL,BE 10 FT.ABOVE FINISHED GRADE I - 5/8'0 HOLE 4 PER SIDE QQ - 1 •. WEIR CONE:FORMED IN:CONCRETE - �J b J/ ( ) 7 .CONCRETE CURB.., - EXTERIOR STAPLE I PADLOCK LUG`NTH PADLOCK --_---- - I - LIFTING HANDLE I II III w• I� ('I - - I- .ENCASEMENT REINFORGNG„ - ^� DPW a . S.S. WATERTIGHT SLAMLOCK j j1 -_ • - _ °'; ° - ."'':�`. _ Water OVERFLOW ENCASEMENT }. Su PE Division x . 1/4"NEOPRENE.GASKET _ .. L. S r •. __- I I I I Maher and . Straightway ------------- I .Storage Tanks _ 4-2i5' S.S:PIN HINGES I DI PIPE PExPE - - PLed and Pumping. . SAMLOCK KEY HANDLE I Stations . EXTERIOR STAPLE FOR PADLOCK - (NOT SHOWN FOR CLARITY) 3/16'THICK.ALUMINUM FLOOR PLATE DI PIPE TAPPED FLG.xPE 1/8'THICK U-SHAPE DI PIPE FLGxFLG I ' COVER PLATE _ I Re-Bid Contract 16-000-11-2 i 1 12'EPDM GASKET I DI MJxMJ 90','COMPACT".ELBOW. - I Storage Tanks + 3'x3'x3/16°FRAME 3/$CHAMFER(TYP) S.S.HORIZONTAL COMPRESSION SPRINGS ¢ - r B8F(1Stat)ley ° 5/8:0 HOLE � � ' &S. AUTOMATIC HOLD OPEN � - � Massachusetts ARM WITH VINYL GRIP OVERFLOW BOX WITH 24x24 - MESH S.S.SCREEN - BOTTOM SHALL BE HINGED a AND WEIGHTED 1/4'NEOPRENE GASKET SEAL � - o PR�EOUIR ALL AROUNDEXTERIOR STAPLE FOR PADLOCK - _(FRAME LUG) SLOPE AT 4%PER FINISHED GRADE E\i\NG DETAILS 1A AND - .. _• e 6 OP :. 18,SHEET,? Mark Dafe OesviVfbn 5' NOTES. - PROJECT NO: B506 ' 1.PIPE SIZE, WEIR DIMENSIONS AND ENCASEMENT DIMENSIONS FIFE: TANIMETLS AS REQUIRED BY OVERFLOW RATE PER THE TECHNICAL - DRAWN BY: LPT sEcnoN NOTES' - � \/� /�\ •\// /�\/ SPECIFICATION. � cxEcxEO: MAE1 - 1.ALL ALUMINUM SHALL BE.ISOLATED FROM CONCRETE BY A REINFORCED CONCRETE APPROVED BY: 'OHD NEOPRENE GASKET. - ( SPLASH PAD OVERFLOW . Z COVER HATCH WITH POLYETHYLENE FOR PROTECTION DURING - - (9'NERAL NOTES: CONSTRUCTION PROCESS. NO SCALE - 3.SEE SHEET 8 FOR HATCH CONFIGURATIONS AND ALTERNATIVES. 1.TANK DESIGN SHALL BE IN CONFORMANCENTH ANSI/AWWA D110,TYPE III. TANK DETAILS-3 _ ' DOME HATCH 4.HATCH TO BE SECURED TO.CURB WITH S.S.WEDGE ANCHORS ` - - 2.S DETAILS SHOWN ARE FOR THE T A TANK CONFORMINGE OF TO GENERALLY SPECIFIED TANK,AND THAT GENERAY INTENT a NO SCALE EACH 570E(16 REQUIRED). R - - ILLUSTRATE GEOMETRY AND TANK COMPONENT PREFERENCES. THESE DETAILS ARE NOT SCALE: AS SHOWN . 5.COVER.SHALL OVERLAP THE.FRAMED OPENING AND EXTEND INTENDED TO PROVIDE.CONTRACTORS VAIN SPECIFIC DESIGN DETAILS.SPECIFIC DESIGN- 2'DOWN AROUND THE FRAME. r - I - DETAILS SHALL BE THE RESPONSIBILITY-OF THE CONTRACTOR AND SUBJECT TO SHOP - - r DRAWING PROCESS CONFORMING TO THE BIDDING DOCUMENTS. SHEET •IO � J 1 1 111;1 i 1111111) � ! �' .- Ij1j1j1j1j1; I ' '' �`' jl jl jl j� � IIIIIIIIIIII; 11111111111 , tia , � � � G� 11111111111 � t �� , ,�: 111111 11111 11111111111 ; � ; 1 I111111 ( i � : � ' 11111 1111111� 11111 � ' � '� � 11111 , � � 111111 111111111111 ; , , 111111 � , 11111 111111111111 111111 , 11111 ' � 111111 11111111111 I ! 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