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Permit#: B-20-104 Applicant Name: Erik Janiel Approvals Date Issued: 11/13/2020 Current Use: Structure Permit Type: Building-Sign Expiration Date: 05/13/2021 Foundation: Location: 1500 IYANNOUGH ROAD/RTE132, BARNSTABLE Map/Lot 253-020-B00 Zoning District: SPLIT Sheathing: Owner on Record: CAPE COD 5 CENTS SAVINGS BANK I Contractor Name:I'', Framing: 1 Address: 19 WEST ROAD Contractor License: 2 ORLEANS, MA 02653 ( Est. Proiect Cost: $93,110.00 Chimney: Permit Fee: 575.00 Description: Installation of Building ID Sign, Monument sign,and site wayfinding $ signage ; Fee Paid:' $575.00 Insulation: Cape Cod Five Signs per ZBA decision 2020-029 _ Final: 2 Building Signs each 65 sq ft. 2 Freestanding`signs each 34 sq ft. .,.r.-..� Date: 11/13/2020 Four directional signs each 10 sq ft and nine incidental signs Plumbing/Gas I C g/ Project Review Req: P Rough Plumbing: Zoning Enforcement Officer -_ Final Plumbing: $ This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after.issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. I The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 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) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. I Work shall not proceed until the Inspector has approved the various stages of construction. Health /` "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: t J Law Office of Singer & Singer, LLC 26 Upper County Road P.O.Box 67 Dennisport,Massachusetts 02639 Andrew L. Singer Tel: (508)398-2221 Marian S.Rose Fax: (508)398-1568 www.singer-law.com Myer R. Singer(1938-2020) October 21, 2020 Barnstable Zoning Board of Appeals Growth Management Department 200 Main Street Hyannis,MA 02601 Re: Board of Appeals No. 2020-029—Cape Cod Five Cents Savings Bank Dear Building Department: Enclosed please find a copy of the Board's Decision for the above referenced matter which was recorded with the Barnstable County Registry of Deeds in Book 33282, Page 148, on October 21, 2020 for the property located at 1500 Iyannough Road, Hyannis. • Ve ruly ours, Pe betus for Andrew L. Singer Enclosure ✓Copy to: Building Department w/enclosure f Bk 33382 Pg148 #57550 10-21-2020 @ 11 : 44a Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal No. 2020-029-Cape Cod Five Cents Savings Bankw ; Variance to Sections 240.65(A) Number of Signs, 240-65(C)Additional Square.Footage, 240-65(D)(G) Number of Signs, 240-75(A)(B)Allowance/approval of(4) larger Directional Signs Variance to allow additional signage:two building signs, two freestanding signs,four directional signs, and nine incidental signs for 1500 lyannough Rd Summary: Granted with Conditions Petitioner/Owner: The Cape Cod Five Cents Savings Bank . 1500 lyannough Rd, Hyannis, MA av Property Address: 1500 lyannough Road,Hyannis M -r Y Assessor's Map/Parcel: Map 253 Parcels 020-B00 and 020-TOO ry i Zoning: Highway Business(HB) District 3> mow .a r Hearing Date: September 9, 2020 .=71-71 Recording Information: Deed:27968/116 and 27968/195 Plan A& Bon 76/11 and 397/15 • Background The Cape Cod Five Cents Savings Bank petitioned for relief in accordance to Section 125 and Section 240-126 of the Zoning Ordinance and M.G.L. Chapter 40A Section 10 from the following provisions: 240-65 (A) Number of Signs, 240-65 (C) Additional Square Footage, 240-65 (D) (G) Number of Signs, 240-75 (A) (B)Allowance/approval of(4)larger Directional Signs. The Petitioner is seeking additional signage at the Cape Cod Five Cents Savings Bank Headquarters. The subject property is located at 1500 lyannough Road, Hyannis MA as shown on Assessors Map 253 as Parcels 020-B00 and 020-T00. It is located in the Highway Business (HB)Zoning District. The property is located within the Highway Business District and is improved with the Cape Cod Five Corporate Offices and a parking garage which fronts on both Attucks Lane and lyannough Rd (Rte 132). The Banking Center project was approved as a Development of Regional impact(DRI) by the Cape Cod Commission in July, 2017. The project was granted a Special Permit as a Conditional Use by the Zoning Board of Appeals (No. 2017-060)to demolish existing buildings and construct a 78,220 banking center with a 99,733 parking garage. The Applicant returned to the Zoning Board of Appeals for Special Permit No. 2018-011 for site alterations. The sign regulations pertaining to number of signs, as they apply to the Highway Business zoning district and this request, is as follows: §240.65 Signs in B,UB,HB, HO, S&D, SD-1 and GM Districts. A. Each business may be allowed a total of two signs. 13. The maximum height of any ftea'.tanding vt611 be 10 feet, except that a height of up to 12 feet may be atlowed by the !lidding Commiscionner if it is determined that the additional height will be in keoping wi:i, thi. scale of the building _toad will not detr:,ct from the appearance or safety of the are, and ,t;i�i i ut ot:,t .iir A:Ci� i .1 • s;1b�1,4;' fac4�ls= regulations and have a Town permit. A TRUE.COPY ATTEST • • Town Clerk p051_6 BARNSTABLE Bk 33382 Pg149 #57550 • ' Town of Barnstable Planning and Development Department Decision Variance 2020-029—Cape Cod 5 Cents Savings Bank C.The area of all signs for each individual business establishment shall not exceed 10% of the area of the building facade associated with the business establishment that contains the establishment's primary customer entrance or 100 square feet, whichever is the lesser amount. In instances where multiple business establishments share a customer entrance on the same facade, the total square footage for:all signs of all business establishments attached to each.facade shall not exceed 10% of the total area of the facade associated with the business establishments that contains the establishments' shared customer entrance or 100 square feet,whichever is the lesser amount. D. Only one freestanding sign is allowed per business, which may not exceed half the allowable size as permitted in this section. F. Incidental business signs indicating the business, knits of operation, credit cards • accepted. business affiliations, "sale"signs and other temporary signs shall be permitted so long as the total area oft all such signs does not exceed four square feet and is within the allowable maximum square footage permitted for each business. G. When a business property is located on two or more public ways, the Building Commissioner may allow a second freestanding sign, so long as the total square footage of all signs for a single business does not exceed the provisions of this section. § 240-75Directional or safety signs. In addition to other allowable signs, directional, warning or traffic signs necessary for the safety and direction of residents, employees, customers and visitors may be allowed as follows: A. Such signs shall not exceed one square foot in area, nor be more than three feet high. B. No more than four such signs will be allowed per site. Proposal & Hearing Summary Variance Petition No. 2020-029 was filed at the Town Clerk's office on August 12, 2020 and office of the Zoning Board of Appeals on August 17, 2020. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance . with MGL Chapter 40A. The hearing was opened on September 9, 2020, at which time the Board found to grant the Variance subject to conditions. Board members deciding this Petition were David Hirsch, Jacob Dewey, Mark Hansen, Todd Walantis, and Herbert Bodensiek. Attorney Andrew Singer presented the Petition before the Board. Also present was Chris Raber, Andrea Ponte, and Bert Talerman from Cape Cod 5. Attorney Singer reviewed both Petition No, 2020-029 and No.2020-030 as they are the same owner and use but separate lots. He described the area as a campus for the bank involving a bank branch on one lot and the bank headquarters. on the other lot. Attorney Singer reviewed the criteria for the grant of a variance and stated both properties are unique in that they are unique in shape and size and have frontages on 2 sides, the hardship is a safety issue for the customers and employees. Signage is important to access the different areas and uses on the lots. The safety and efficiency will be improved with additional signage. Attorney Singer stated there will be no detriment to the public good or derogate from the purpose or intent of the Ordinance. He concluded that it will actually be an improvement. Page 2 of 4 z • Bk 33382 Pg150 #57550 ' Town of Barnstable Planning and Development Department Decision Variance 2020-029—Cape Cod.5 Cents Savings Bank The Board agreed that given the scale of the campus, the additional signage is important for public safety. The Board questioned the future as a variance runs with the land. The Board was concerned that any future use could have the benefit of the additional signage. Elizabeth Jenkins, Planning and Development, stated that in the draft conditions, it states the Board is granting a Variance to a specific business for a specific site and for a specific signage package. Any modification would require Board approval. • The"Board Chair requested public comment. Robert Wilson spoke in support of the additional signage but questioned possible light pollution from the signs. Chris Raber addressed the lighting question and stated the lighting can be controlled. Findings of Fact At the hearing on September 9, 2020, the Board voted and made the following findings of fact in Variance No. 2020-029, a request for additional signage at the Cape Cod Five Cents Savings Bank Headquarters at 1500 lyannough Rd, Hyannis. 1. Owing to circumstances related to soil conditions, shape, or topography of such land or structures and especially affecting such land or structures but not affecting generally the zoning district in which it is located. The Board found that the lot is unique in shape and topography and that the lot has frontage on two sides. 2. A literal enforcement of the provisions of the zoning ordinance would involve substantial hardship, financial or otherwise to the Petitioner. The Board found that the hardship is public safety. 3. Desirable relief may be granted without substantial detriment to the public good and without derogating from the intent or purpose of the ZoningOr dinance. nullifying or substantially derog g p p The Board found the additional signage would improve public safety. The Board voted to accept the findings as follows: AYE: David Hirsch,Jacob Dewey, Mark Hansen,Todd Walantis, and Herbert Bodensiek NAY: None Decision The Board voted to grant the requested Variance to the sign regulations with conditions as follows: 1. Variance No, 2020-029 is granted to The Cape Cod Five Cents Savings Bank for the property located at 1500 lyannough Road for two building signs each 65 square feet,two freestanding signs each 34 square feet, four directional signs each 10 square feet, and nine incidental signs each not to exceed 0.44 square feet. 2. The signs shall be in substantial conformance with the sign specifications by Gensler DI.3, Dl.32, DI.33, and sign specifications by DCL Sheets 12-22. Any substantial changes to the signage authorized by this variance shall require review and approval by the Board. 3. The Applicant is required to obtain sign permits from the Building Division prior to installation. 4. This decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance of a building permit. The rights authorized by this variance must be exercised within one year, unless extended. AYE: David Hirsch, Jacob Dewey, Mark Hansen, Todd Walantis, and Herbert Bodensiek NAY: None Page3of4 3 Bk 33382 Pg151 #57550 Town of Barnstable Planning and Development Department Decision Variance 2020-029 Cape Cod 5 Cents Savings Bank Ordered Variance No. 2020-029 to allow the Petitioner to have additional signage at 1500 lyannough Rd, Hyannis has been granted with conditions. This Decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within one year unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. David Hirsch,Acting Chair Date Signed I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town.Clerk. Signed and sealed this r5 ' day of (�(. 8 lL under the pains and penalties of perjury. Ann Quirk,Town Clerk Page4of4 4 • Bk 33382 Pg152 #57550 Barnstable Patriot—08/21/2020 age: 5 Town of Barnstable 1 Zoning Board of Appeals a Notice o1 Public HearIngs under the Zoning Ordinance 1 September 9,2020 e To a>I persons Interested in or affected by the actions of the Zoning F Board of Appeals,you are hereby notified,pursuant to Section 11 of Chapter 40A of the General Laws of the Commonwealth of Massa- F chusetts,and all amendments thereto,that a public hearing on the a following appeals will be held on Wednesday,September 9,2020,at the lime indicated; - The Zoning Board of Appeals Pubic Hearing wttl be held by remote i participation methods as a result of the COVID-19 state of emergen• cy In the Commonwealth of Massachusetts. [ Alternative public access to this meeting shall be provided In Use lot- f lowing manner • 1.The meeting cull be televised via Channel 18 and may be viewed I - via the Channel 18 website at hhp!/streuning85.lomdfbarnstable. us/CablecaslPublicSAd c 2.Real-time access to the Zoning Board of Appeals meeting is v available Wising the Zoom link or telephone number and Meeting ID provided beim.Puck comment can be addressed to the Zoning `a Board of Appeals by utilbing the Zoom link or telephone number and FAeedng ID provided belay: F Join Zoom bleating htlps•1/toom.uel)I93240640469 - r o Meeting ID:932 4084 0468 I 888 476 4499 US To0•iree Meeting ID:932 4084 0468 e 3.Applicants,their representatives and Individuals required or end- h tied to appear belore the Zoning Board of Appeals may appear re- motely and are not permitted to be physically present at the meeting. and may partkftrale through accessing the link or telephone number provided above:Documentary eehlblts and/or visual presentations 2 should be submitted In advance of the meeting to anne.bdgham@ lowabernstable.ma.us,so that they may be displayed for remote public access viewing. Copies of the applications are available for review by calling(508) 862.4682 or emalling anna.brlghamf3lown.bamstable.ma.ut. c 7:O0PM Appeal No.2020.029 Cape Cod Five Cents Savings Bank The Cape Cod Five Cents Savings Bank has petitioned for reliel In - accordance to Section 125 and Section 240-126 of the Zoning Ord F nonce and I,i.G.L.Chapter 40A Section 10 from h o following prod. slogs:240-65(A)(lumber of Signs,240-65(C)Additional Square c Footage.240.E (0)(G)Number of Signs,240-75(A)18)ARowanW approval of(4)larger Directional Signs. The Petitioner Is seeking ad• q dttionaf signege at the Cape Cod Pee Cents Savings Bank Headqquar- tens. The subject property is located at 1500 tyannough Road,Hyan- F nis MA as shown on Assessors Map 253 as Parcels 020.800 and 020-T00.it Is located in the Highway Business(NB)Zoning District p 7:01 PM Appeal No.2020.030 Cape Cod Free Cents Savings Sande The Cape Cod Five Cents Savings Bank has;reddened for relief In n • accordance to Secdon 125 and Section 240-128 of the Zoning Ordi• nonce and M1.G1.Chapter 40A Section 10 from the following provi- sions:240-65(A)(lumber of Signs,240-65(C)Additional Square c Footage,240.65(0)(G)Number of Signs,240-75(A)(8)Allowance/ approval of(4)larger Directional Signs. The Petitioner k seeldng ad- • d8lonal signs a at the Cape Cod Fwe Cents Savings Bank Headqquer- n leis. The subject property Is located at 1550 lyannough Road,lsyan• k ' nk MA as shorn on Assessors Map 254 as Parcel 014. It is located • In the Highway Business(HB)Zoning Distikt 7:02 P►A Appeal fro.2020-031 Garvey Joshua Garvey has have applied for a Special Permit In accordance -Nonconforming l is ro- svilh Section 240.91.H (ortconto rid Lot. The icarr s posing to demolish an existing singk•famly dwelling and construct a new,2,503 square fool,single-family dwelling on a lot consisting of 1 8,392 square feel,less than the required 10,000 square feel. The F subject property is located at 111 George Street,Barnstable,MA as c • shown on Assessor's Map 319 as Parcel 052. U Is located In the Residence B(FIB)Zoning District Barnstable Patriot Alex Aodolalds,Chair g Aug 21,Aug.28,2020 Zoning Board at Appeals s • tea urrn e'er'veneer I Commonwealth • . - • Copyright(c)2020 Cape Cod Media Group,Edition 08/21/2020 August 21,2020 8:42 am(GMT-4100) Powered by TECNAVIA : ;. •. Bk 33382 Pg153 #57550 • Barnstable Patriot•08/28/2020 Page:804 • • Town of Barnstable • Zoning Board of Appeals • Notice of Public Hearings under She Zoning Ordinance September 9,2020 To all persons Interested in or affected by the actions o1 the Zoning • Board of Appeals,you are hereby notified,pursuant to Section 11 of . • Chapter 40A of the General Laws of the Commonwealth of Massa- • chusetts,and all amendments thereto,that a public hearing on the • following appeals win be held on Wednesday,September 9,2020,at the lime Wasted: 5 The Zoning Board of Appeals Public Hearing r49 be held by remote 61 participation methods as a result of the CONO-19 slate of emergen• ' s. cy to the Commonwealth of Massachusetts. at Mesnatiue public access to this meeting shag be provided In the lot- , ae hang manner. s• 1.The meeting v40 be televised vla Channel 18 and ma),he viewed d via the Channel 18 missile at http•/kVeam1ng85.1ownofbarnstable. • 1- usiCablecaslPubikShe • 2;Rut-thin access 10 the Zoning Board of Appeals meeting is avaBatsle Minatog the Zoom Bob or telephone number and Meeting ID a- provided below.Pubbo comment can be addressed to the Zoning • n Board of Appeals by utilizing the Zoom rink or telephone number and di Meeting ID provided below. I- Join Zoom Meeting • d hhpsYlsoom.us4193240840168 a Meeting 10:932 4084 046E sr 888 475 4499 US Toll•lree o .Meeting ID:932 4084 046E )• 3.Applicants.their regresentalhes and individuals required or enU- N tied to appear before she Zoning Board of Appeals may appear re- it mutely and era not permitted to be physically present Mile meeting, s• and may participate through accessing the ink or telephone number • s- provided above.Documentary exhibits and/or visual presentations fe should be submitted In advance of the meeting to anna.brigham® a town.bamstable.ma.us ,so Out they may be displayed for remote el public access viewing. rt Copies of the applications are avalable for review by calling(508) 562-4682 or emoting ama.bMwroCttovm.bamstable.ma.us 7:00PM Appeal No.2020-Of9 Cape Cod Flee Cents Savings Bank a The Cape Cod Five Cents Savings Bank has petitioned for relief N of accordance to Section 125 and Section 240.126 0l the Zoning Ordi- nance and M.G.L.Chapter 40A Section 10 from the fosowing provi- sions:240-65(A)Number of Signs,240.65(tC))Additional Square I- Footage,240-65(0)(G)Number of Signs,240-75(A)(8)Allowance/ approval of(4)larger Directional Signs. The Petitioner is seeking ad- d dnional stgna at the Cape Cod We Cents Savings Bank Neadgoar- tem. The subject property Is located at 1600 yannoigh Road,Hyan- nis MA as shown on Assessors Map 253 as Parcels 020-B00 and I- 020-T00.It Is located in the Highway Business(NB)Zoning District d 7 01 PM Appeal No.2020.030 Cape Cod Else Cents Savings Bank y The Cape Cod Five Cents Savings Bank has petitioned for rthet In d accordance to Section 125 and Section 240-126 of the Zoning Ordi- ounce and M.G.L Chapter 40A Section 10 from the foffadng provi- sions:240-65(A)Number of Signs,240-65(C)Additional Square footage.240-65(D)(0)Plumber of Signs.240-75(A)(B)Allowance/ approval of(4)larger Directional Signs.The Petitioner Is seeking ad- ditional Manageal the Cape Cod Free Cents Savings Bank Headqquar- I- tees. The subect property Is located at 1550 lyannough Road,Ityan• d Ms MA as sham on Asaeasons Map 254 as Parcel 014. it Is Located y In the ii*hway Business(Ha)Zoning District. re 7:02 PM Appeal No.2020-031 Garvey i. Joshua Garvey has have appfied for a Special Permit in accordance nOb Section 240-91.H-Nonconforming Lot The Applicant Is pro- posing to donoish an existing single-family dwelling and consteuct a new,2,503 square foot single-famiy dwelling on a tat consisting of • g 8092 square teal,less than the required 10,000 square feel. The subject property ls located al 111 George Street,Barnstable,MA as shown on Assessor's Map 319 as Parcel 02. it Is located In the Residence B(RB)Zoning District Barnstable Patriot Alex Rodolalds.Chair _ Aug 21,Aug.28,2020 Zoning Board of Appals i Tnwn At RA malabd • • • • • • Copyright(c)2020 Cape Cod Media Group.Edition 08/28/2020 September 2,2020 2:55 pm(GMT-4:00) JOHN F. MEADE, REGI STER Powered by TECNAVIA BARNSTABLE COUNTY REGISTRY OF DEEDS RECEIVED & RECORDED ELECTRONICALLY • . P boo n)o-\41e.d__---- 1- no0ced€__ cce— viivi due 44- Tkcie-atc_, 0(2.€A,x7kon3 1-560 Isso 2J-( I `f y { 12'-0 5/8' I I _ U 858odwe 02322 0oee.95L02.8820 Arm MA 02322 ha 812.85L0222 5 5 61 4 Cape Cod 5 Int,Ext Signage lS TITLE Sign Type Ll: Building 10 Sign ISSUE For APproiral 23 SEP 19 Far Production 28 OCT 19 ACTUAL-FACE SIDE QM 2 LOC.L.1-LOL L1-102 4'DEEP SS HALO-LIT FABRICATED LETTERS W/FACES PTD TO MATCH ARTWORK PULLED FROM PROVIDED DESIGN INTENT PDF PMS 302 C BLUE(SATIN) - RETURNS PTD TO MATCH: 5W7056 RESERVED WHITE(SATIN) MOUNTING ROD LEFT UNFINISHED EXSITING LOUVERS ORAWN BY I SBL scale:3/4"-I'-0' ST TOTAL:2 Graphic Layout 12 15122- 1 5 r i 5/ r l 4,_3 a�� eEVEL CL :(3 15/16' 1 ' 2'-10 1./4' TEXT 4, 32 o 2 /16' LOGO r-76, MASKED 6 SPRAYED GRAPHICS TOP c�i BEVEL PTO TO MATCH: SW7056 RESERVED WHITE 3 U4' c_io 101/2' 37/16 `1500 PAINT BREAK ALONG BEVELED EDGE r I L FABRICATED ALUM MONUMENT PTO MATCH: Z PUS 302 C BLUE SW7056 RESERVED WHITE c° o 73/8' CAPE 174'THK ALUM LOGO PTD TO MATCH: 1'-5 U16' SW7056 RESERVED WHITE 1— C o (,, (STUD MID) B5 Bahall Street phaa617517 6 f 7 3/B' Aran.MA 02372 fa 617.951.0M I `Utl ARROWS TEXT Cape Cod 5 MASKED&SPRAYED GRAPHICS Cap Int,Ext Signage 31U16'315/32- Headquarters . SW DSAEESH: SW7056 RESERVED WHITE 8'-D. 4 U2' 4 U2' - 41/4' 3155 2' T Banking Center j TITLE Sign Type L2: Roadway Monument ISSUE For Approval 23 SEP19 5'-3 3/8' For Production 28 OC1 I9 3'-71/2' PAINT BREAK ALONG BEVELED EDGE 1-1IU8• _.i ACTUAL-FACE SIDE BACK SIDE QTY.1 LOC:L2.101 DRAWN BY 1581 • 31-P scale:311 •I'B' STTGTAI:2 Graphic Layoutt 15772- 2-0. 4Ma ARROW CL TOP 2 5/8'2 3/8' 2 5/8' 7 r---1'-115/16' 1 z AR ROW 1_ H Visitor& F Exit��to CL - 1 ll2'�--- 29/16' �-�" Accessibl- "'Attucks Lane Parking DIGITALLY PRINTED VINYL GRAPHICS 2'-11/8' TO MATCH:PUS 302 C BLUELLI PAINT BREAK MASKED 8 SPRAYED GRAPHICS 858dwell Sleet phone 8115129620 PTO TO MATCH: Aeon,MA 02322 Sae 617951A771 PUS 302C BLUE SW7056 RESERVED WHITE a:.,s.4u, ?„+.V,✓,1..�y;r,;rg77,gV,y;AgilcV,d,. ...� ma,.,.: 3 1/2'DEEP FABRICATED ALUM MONUMENT Cape Cod 5 2 5/8 P7D TO MATCH PMS 302 C BLUE Int,Ext Signage CAPATTEI1,, SW7056 RESERVED WHITE CAPE O 5-p 61107 C®L COD,), TIRE Sign Type VI_ Vehicular Wayfinding ISSUE For Approval 23 SEP19 1 For Production 28 OCT 19 2'-107/8' 2'2' DRAWN ER I SOL scaled 1/2"•I'-0' ACTUAL-SIDEA SIDE SIDES Otto LOC:V1.1O1 ST TOTAL:1 Graphic Layout TEXT:AUTO KERNING,O TRACKING 15772- 1 V • 2.0. 031 TOP —3'1 �1'-115/16' 125/8' q• . 242. 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V Vehicular,2: Vehicular pe ending ISSUE For Approval 23 SEP 19 For Production 28 OCT 19 2'-107/8' 2.,2' DRAWN BY I Sol scale:I l/2•-I'•0" ACTUAL-SIDE A SIDE SIDE B Q7v:1 LOC.V.2-101 ST TOTAL:3 Graphic Layout ZU TEXT AUTO KERNING,O TRACKING 15772- ,, Exit to. g Route 132co - Exit to Attucks Lane. •. 85 Babel Street pane 6171429620 ,... re��s .ru a.�.sx+,� .. .. ,,;�» fr«w,: Avon.MA 02322 fat 617951.0T77 Cape Cod 5 CAPE Int,Ext Signage TITLE Sign Type V.2: c O D SignVehi Type ar finding ISSUE For Approval 23 SEP19 For Production 28 OCT 19 DRAWN 80 I SDE scale:I l/2••I'•0• ACTUAL-SIDE A SIDE a pn:1 LOC:V.2-103 Graphic Layout 20b sn2- DM f Exit to 29716• Route 132 .I,. .,. -,�.- , ,- E— Visitor Parking ;: o 85 Barra Street phone 6173429620 Amn.NA 02322 to 6112513777 Cape Cod 5 (^A I Int,Ext Signage v` �p� TILE Sign Type V.2. CO D VehicularWayfmding ISSUE For Approval 23 SEP 19 For Production 28 OCT 19 BRAWN BY I SOL scale:I ill-1'•O. ACTUAL-SIDEA 5IDE0 QTV:1 LOC V.2-102 Graphic layout 2Ua UM 0 o TOP o 1500 -""allillIllIl ! o 0 CAPE ` ®T5 . , Madrid Street phone 617.542.9670 Aron M02322 to 6751.0771 Cape Cod 5 F Headquarters int,Ext Signage TnIE Sign Type L1: T Banking Center Roadway Monument ISSUE For Approral 23 SEP19 For Production 28 OCT 19 { I ACTUAL-FACE SIDE SACK SIDE DIY:1 LOC:L2-102 OBAYM BY I SOL scale:3/4"•I'-0' Graphic Layout- 1 3a 15771 C "Er° Town of Barnstable srweL : Building Department-200 Main Street ; �, �� Hyannis, MA02601 ; 1,MA'ta Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-19-3757 CO Issue Date: 7/10/2020 Parcel ID: 253-020-BOO Zoning Classification: SPLIT Location: 1500 IYANNOUGH ROAD/RTE132, Proposed Use: BARNSTABLE Name of Tenant: Sprinklers Provided: Gen Contractor: MAX MARTIN Permit Type: Commercial - Business Type of Construction: Design Occupant Load: 0 Comments: Final CO for food service area, cafeteria and kitchen 2 ?-2-)--) Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 9th Edition e .?, Town of Barnstable ,„ CPost This Card So That it is Visible From the Street-Approved Plans Must'be Retained on Job and this Card Must be Kept Sign Permit _ erm Posted Until FinalInspectionHasBeenMade. . ��` y' qBuilding shall Not be Occupied until a Final Inspection has been made.. Ma Where a,Certificate of Occupant is Re uired,such Buildi Permit#: B-20-617 Applicant Name: Approvals _ Date Issued: 02/27/2020 Current Use: Structure Permit Type: Building-Sign Expiration Date: 08/27/2020 Foundation: Location: 1550 IYANNOUGH ROAD/RTE132, BARNSTABLE Map/Lot: Zoning District: SPLIT Sheathing: Owner on Record: CAPE COD FIVE CENTS SAVINGS BANK I Contractor Name"'-N. Framing: 1 W Address: 19 WEST ROAD Contractor License: '�' 2 ORLEANS, MA 02653 r '- —. ` -. - — Est. Project Cost: $0.00 Chimney: ' Permit Fee: Description: 2 Temp Signs 18 sq $ 150.00 o 1 temp sign 12 sq Fee Paid:i. $ 150.00 Insulation: Cape Cod 5 Date: 2/27/2020 Final: Install date March 5- May 5 —C 'IGbO�— Plumbing/Gas Project Review Req: Rough Plumbing: { v _,,, , -� Zoning Enforcement Officer Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months#afterissuance. All work authorized by this permit shall conform to the approved applicationapproved construction and the' documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. '� ", ' Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officialsare provided on this permit. 1 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) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: , ,.., • , , Town of.Barnstable Building Department • ot.111!7:94-4,:II Brian FlOtence, CB° di—jdautrAtz Building Commissioner • .BARNSTABLE • IIARNSTABL4 200 Main Street, Tiyarmis,MA 02601 vOtiverdwinige4L°. T43:4 tfrj 9: 1 /Fifir-Agt 4 wWW;t0W11.ba ills bble.mams Office: 508-S62-403g Fax: 508,790-620 • Sign Peenitt Applitatisin Zoning District Perrnitl g0---G f 7 Historic District D Location by /C--(t° -4/4'n .dt(,//e/ • Street ad dress and village --- Applicant 'I' ')7 a'/ /7 Map & Parcel Telephone Number ..50-79' 77/ Eniaild/i4,4ge971../ ,24, - 64! Sign #1 Sign #2 I:=1 5. '11 -3 Wall = Wall • ,-.c 5-4 Freestanding eigl___ Freestanding t.11' /447 Electrified* O Electrified* O Dimensions Sign #1 a Oitnengiont sign #2 •/ Square feet Squate feet S•Pei 11 3 /? a/13/ Reface Existing Sign ED • Now/Replace: Sign (fr. Width of Building Face 76 ft. X 10 = W X .10= *Lighting Type /Vine A wiring permit is required if Sigh iS electrified. i 9 • ature of Owner/Authori2ed Agent c94.f iy %;0414frafi • Mailing address D/1 "0047, 4/.9 00766. ,---, /e/yesP-cr-, .s. '' .i 7 --' ‘a THE rok Town of Barnstable ,• ss', ° _ Building Department Brian Florence,CBO 9:11A 1639.5 • Building Commissioner ED MA 200 Main Street, Hyannis,MA 02601 • www.town.barnstable.ma.us • Office: 508-862-4038 Fax: 508-790-6230 • SIGN PERMIT REQUIREMENTS 1. A photograph showing the existing facade, on which has been indicated the proposed- sign location. The photograph is to include a portion of adjoining stores or building. • For a proposed building or new facade, an architect's elevation may be submitted in lieu of a photograph.. . 2. A scale drawing of the proposed sign.A saale drawing indicating: 1) The type of proposed sign(wall,hanging,free standing) 2). Dimensions of the proposed sign and any designs,logos, or lettering • 3) A cross-section with dimensions showing edge detail:. Minimum scale 1"= 1'. Minimum sheet size, 8.5 x 11". 3: °A scale drawing of the bracket:A colored scale graphic indicating dimensions, • showing colors,materials and method of affixing it to the sign and to the building. Minimum scale 1"= 1'.Minimum sheet size, 8.5 x 11". L s - :4. A completed Town of Barnstable Sign Application, including scaled diagram showing location of sign on building or location of free-standing sign. Show dimensions. 5. The width of the building face or the leased area. \. • NOTE: the map/parcel number is required on the application, - - 'S -• J. . . .} r signs/signrequ&app revise& 9/22/17 , • • .1 i 1 ROADWAY MONUMENT 1 4x4 DIRECTIONAL SIGN pressure treated posts SIDE 1 SIDE 2 1550 1550 1550 CAPE CAPE CAPE COD CODS S COD 3/4" thick pvc n" 4 Banking Center -Banking Center thckpvc 72" Banking Center T ATM&Drive-up 4 ATM&Drive up Next Entrance t Headquarters l a 36' 36' I 36" ''Ill iROADWAY MONUMENT 2 4x4 pressure treated posts SIDE 1 SIDE 2 1550 1550 5 CAPE CAPE COD COD thick pvc 72" 4ATM&Drive up ,r'. ATM&Drive-up th ck pvc T Headquarters T Banking Center a' 36' 1 36" • 9 1).) (4) ROADWAY MONUMENT 1 ROADWAY MONUMENT 2 DIRECTIONAL SIGN 4x4 4x4 pressure treated posts pressure treated posts SIDE 1 SIDE 2 SIDE 1 SIDE 2 1550 1550 1550 1550 1550 CAPE CAPE CAPE CAPE CAP COD COD COD COD CODE Ncicpw n, 4Banking Center -Ilanlsing Center ON., rr -j ATM&Drive-up €ATM&Driv,tip rue w. p,.r n, -3 Banking Center A'fN&Driven '1`Deadtiti11t rs '1`Banking Center •exl I:ntrau.e p 4 AIM&Drive up '1'Dradquarrrrs — ZONM00TTAILE Nis ..,= .m'R rwi jw. •Q® BAXTER NYE ENGINEERING a _ m,d ". . ®�� � ',�•(l SURVEYING m.a .ate .... 77 77, ...om...,1, :114:1, ' A,o. m 6ds+ rx°,w'"".sn.s.t�.rn m"°'ao c,,.l zrarzs. �c 0:H� 7� 1 H csC4o ''''-1:'%,=i17?„, .7 . 0.1...,-. 1 V--'- .' . 'I II ocean eaaaw CI , ,--( / S-6\-'; \ iT- j / mom' � r �\� _y \ ''''' ,. j` v Vas^��iN t rt V. 0 0" ...,,,,,,'(:>''' ,,-- I '' E M^^G.,3u�.E'1 - / R NA _..i // / SAv•"•it,:a BM, , Sy/ _ _z-I . + �,.•1 ,s,se f F�i eoov 3D900,PA;,,. 13, a _N T- w..�'^^"�""� r I , 1 'T��'.H fill tlSS' II, ~ ,� Ig`?py�� r-"'^'�Yxl rxrer,r e wt S 1 .`pp — __ Layout and Dimension �.-� 110 rr k� II { 1 Plan d , �!� ¢ ; 1 C2.0 CV("frotte ri ____ __..... ____ _ _ r‘ ,, , 19 ;cI tireir The Ommonireafth D�ofI�Ac . Office olnmestigefions __�d-- _i I Co S ,Smite 109 •:; = = Boston,MA 02114-2017 govh . a Workers'Compensation Insurance Affidavit Builde s/ConEhactorsJElectridanjjPiumbers Applicant Information Please Print�btv Name aluskassoganizationambidualOAD INC.,d/b/a SIGNS BY TOMORROW Address: 400 OLD COLONY ROAD city/stateztp: NORTON, MA 02766 Phone if: 508-222-1900 Are you an Check the appropriate box TYPe ofLEE I am a employer with 9 4: ❑Ism awl and i ' p''@ject (required): employees(fall and/or part-time).* have hired the 6- �mrsheetien 20 I am a sole progietoror partner lined on the attached sheet 7. 0 Re modedmg ship and have no employees Theses have & 0 Demon woiking for me in any capacity. enrioyees and havevtotkers' 9 ®Baffin addition (No workers'comp,ernurance "omp-insurance.* required.] 5-❑ We are a corporation and its 10.®Electrical'webs or additions 3.0 I am ahomeowner all weak ads have exercised their 11.0 Pl u recalls or myself.[No workers'comp. right of exemption per MM. insurance required.]t a 152,§1(4),and we have no �'�Roofrepaits employees.LMo l3.Oth SIGN comp.insurance required.] • *Anyappecanythatdacksherat meta outthesectke hdaw showingtheirvanksecompensation , Hamann=.dos t thisaffidavainthcatingtheya+e�all vaak and then hfreetdsaile musts $aeor tOmmettasthatelzdr thisbas must anadulanadritiondsm showingthenameoftheath-o and arnat thaseendities hoc anployem Ifthesubtontrackeshaveemployees,they must providethe#embed comp.policy numbeL lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site lomuunee Company Nam THE HARTFORD CASUALTY INSURANCE Policy!Ior&W-i ss-I .4: 04WECAAOQMQ wear Data O8-27-20 ' -� Job Site AddresTCruyR Attach a copy of the workers'compensation poky declaration page(showing the pokynu r and expiration date). Palm to secure coverage as required under Section 25A ofMGI.c.I52 can lead tot the imposition ofcriminal penalties of a fine up to$1,500.00 andfor one-year impitromneat as Well as civil penalties in the form ofa STOP WORK ORDER and a fine of up to S250.00 a day against the violator. Be advised that a copy ofthis=dement may be forwarded to the Office of Dons ofihe DIA for use coverage v an. Ido hereby ease widerthe plies oulpeetities of the iszfenturfimpovkled aberktityand carat si aU i.ff.,G��i ! Date 0 7 1 508-222-1900 { Do hs tabe by�cr city orTowle permitlliieense# Issuing Authority(eirde oneN • } I Board of Head 2. De rsment 3.QStyiTowe Clerk 4. l Inspector S.Ilumbillg Inspector 6.Contact Phone#: • 1 ®� Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constrr ttOrl ttlpervisor t CS-079987 . +`"1,� Ex ires:02/15/2021 u a i DAVID M QUINN ;` R1 %, ! 5 EDNA CfRCl:1= ' a.'-- cf EAST FREE-Pt:41N MA 02717 ��i . - K t l)11 111ct\`, ^ Commissioner CAL t"E T°h,o Town of Barnstable Building Department- 200 Main Street41,4 1 . Hyannis, MA 02601 '°Leo mxt a Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-3466 CO Issue Date: 11/12/2019 Parcel ID: 253-020-B00 Zoning Classification: Location: 1500 IYANNOUGH ROAD/RTE132, Proposed Use: BARNSTABLE Name of Tenant: Sprinklers Provided: Gen Contractor: DANA R MARCOTTE Permit Type: Commercial - Business Type of Construction: Design Occupant Load: 0 Comments: 78,000 Sq Ft Commercial Building 22 Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition de __ Town of Barnstable aQ Q _ ' 1 % wss, -. �: .:. r v API Plan Must be Retaineda „ » ,�) 11 Post This Card So That it isBuilding • BARNBrnBLE, • Visible From"the Street-Approved ed a on Job and this Card Mut"be Kept` Posted Until Final Inspection.Has Been Made. _ 4 -` a-: 7 eg'n11t 16�a �� 1 c ljli °" Where a Certificate of Occupancy is Required,'such Building shall Not be Occupied".until a Final Inspection has been made Permit No. B-19-3757 Applicant Name: Max Martin Approvals 1 Date Issued: 12/05/2019 Current Use: Structure Permit Type: Building-New Construction-Commercial Expiration Date: 06/05/2020 Foundation: Location: 1500 IYANNOUGH ROAD/RTE132, BARNSTABLE . , Map/Lot: 253-020-BOO Zoning District: Sheathing: Owner on Record: CAPE COD 5 CENTS SAVINGS BANK Contractor Name ';aMAX MARTIN Framing: 1 Address: 19 WEST ROAD ,Contractor"License: CS-108870 2 ORLEANS, MA 02653 Est. Project Cost: $ 100,000.00 Chimney : Description: Portions of Contract Work Incomplete at time of Closure for Permit Permit.Fee: $ 1,135.00 #B-18-3466(Fit Up Permit for 78k SF Office Building): Lower Level Insulation: Servery, Kitchen (with Cafeteria/Cafe space) Fee Paid:' 1,135.00 ! Date: $12/5/2019 Final: Project Review Req: l gk,,;trn. Plumbing/Gas Rough Plumbing: - "M ,— _ '. 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 and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. / " Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: f 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: -•ten. ..- — di C Town of Barnstable Building Il Post ThGard SoThat rt s;Vlsib747:7le`From he.Street Approved`Plans;Must beIRetained on Job and this CardMustjbe Kept PostedUntil�F�nailnspect>on Has Been Made � � ` � F� ��" � � � � � j' � `� PP ■m� ", Where Certificate of Occu anc ris Re u red suchiladdin shall Notbe Occu Jed until a Final ins ection has been made .14 Permit No. B-19-1826 Applicant Name: Vincent Moschella Approvals Date Issued: 08/20/2019 Current Use: Structure Permit Type: Building-Solar Panel-Commercial Expiration Date: 02/20/2020 ' Foundation: Location: 1500 IYANNOUGH ROAD/RTE132,BARNSTABLE Map/Lot 253 020 B00 Zoning District: SPLIT Sheathing: Owner on Record: CAPE COD 5 CENTS SAVINGS BANKgc' q' ,Contractor Name ;VINCENT T MOSCHELLA Framing: 1 A) ' Confractor,License,: CS,112830 Address: 19 WEST ROAD 2 z ORLEANS, MA 02653 1 Est Project Cost: $366,160.00 Chimney: Description: Solar panels fastened to the existing dunnage'systemo t n he rooftop Permit Fee: $3,432.06 Insulation: of 1500 lyannough Rd Hyannis.The Solar system will mount to the - Fee Paid- $3,432.06 dunnage utilizing a rail-based racking system fastened to Final: ' the steel dunnage as shown.The system will consistilt�of 666 400 watt Date 8/20/2019 , modules and have a nameplate capacity of 233kW AG (it rR : Plumbing/Gas Project Review Req: T Rough Plumbing: t Building Official if ii— Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six m onths after issuance. All work authorized by this permit shall conform to the approved application.and theapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and str uresshall Abe in compliance with the local zoning bylaws and codes. This permit shall be displayed in a location clearly visible from access street or=road°and shall be maintained open for public inspection for the entire duration of the . Final Gas: work until the completion of the same. t 4 rg .-• _ g Electrical • 44 ', # 4 -. gg The Certificate of Occupancy will not be issued until all applicable signaturesby 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 Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed • Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund11 (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: ` -.( 1 di" ' __�`� �vn of Barnstable Post This Card,So That it is Visible From-the Street Approved Plans Must be Retained on Job and this Card'Must be Kept Posted UntilFinal Inspection Has BeenMade C 'O° ,Where a Certi>Ficate,of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. -• , Building Permit ie Permit No. B-17-3819 Applicant Name: DANA R MARCOTTE Approvals Date Issued: 11/27/2017 /C J "(�0 Current Use: Structure , Permit Type: Building-New Construction-Commercial Expiration Date: 05/27/2018 Foundation: Location: 1 IYANNOUGH ROAD/RTE132,BARNSTABLE Map/Lot: 253-020-B00 Zoning District: HB Sheathing: Owner on Record: CAPE COD 5 CENTS SAVINGS BANK Contractor Name: DANA R MARCOTTE Framing: 1 Address: 19 WEST ROAD Contractor License: CS-009144 2 ORLEANS, MA 02653 Est. Project Cost: $3,523,553.00 Chimney: Description: INSTALL FOUNDATION & FRAME-FUTURE FOR.INTERIOR , Permit Fee: $32,214.33 CONSTRUCTION Insulation: Fee Paid:: $32,214.33 Project Review Re final. q: � �- Date: � � il/27/2017 n 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 and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Firebfficials 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: TrAyFAZNSTABLE BUILDING PERMIT APPLICATION 020-11100 C Map 635i) Parcelgg:)48 6 Do Application # le -/� - .387 Health Division 86'/LD/P,/ + � Date Issued //a 7/!7X /� Lr,7` Conservation Division "p' NO Application Fee Planning Dept. TOW 09 ?0/7 Permit Fee c 30 a / 33 p. Date Definitive Plan Approved by Planning Boardf3`1nN•c�; / Historic - OKH Preservation/ Hyannis LE 1 �LG Project Street Address /32 0 .9 o4nn dt li )2 0k Village T d 5 1 1IR.Uc' -,4s —& Owner Cape.Cold. SL.EA551v11‘Ci3 Xs- Address dC1 Agr 0, Or Lem /% 02453 1 9-.Telephone ,�O 2q 7— 23— 8 ,--� p f — Permit Request /n51 d J FG'J .a1,1jr5 ca' $ t)ctjrf' j ri&v clis 4 B6simar 13,356 sF 0 3,„oc)SF o 51505E Q 05 quare feet: 1st floor: existing proposed 2nd floor: existing proposed Total new 7O,�J� Fu Zoning District Flood Plain Groundwater Overlay �V Project Valuatid 3 j 5'Z3j SS3 Construction Type C ror'e -5.64 Lot Size 8 .7 Act Grandfathered: ❑Yes F"No If yes, attach supporting documentation. Dwelling Type: Single Family Cl Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes CINo 1 Basement Type: ❑ Full CICrawl ❑Walkout CIOther P6ty t q-t (J 3, 356 s Basement Finished Area (sq.ft.) f3o_SO SF 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 n Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size Barn: Cl existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization iAppeal # ZO 7 --O(O_O Recorded V Commercial ®Yes ❑ No If yes, site plan review# Current Use Proposed Use OFFI Ce, 1001 d1 APPLICANT INFORMATION (D1 (BUILDER OR HOMEOWNER) Name � // 1(kr-0 J 6405 Telephone Number ( 17 ' 62-9'/lf7 Address 15.14SP44 M License # 00 9/ -pit L. 1l t.4 fiM O53(0 Home Improvement Contractor# Email 1.rha G0- -( tl kJ k6 , C.6I14 Worker's Compensation # U3 311( V 3(5G ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO IUTA SIGNATURE / 1 DATE 3r/� 17 l FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE , ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT } ASSOCIATION PLAN NO. r Initial Construction Control Document i * 4-- �. To be submitted with the building permit application by a AO Registered Design Professional I for work per the 8th edition of the �e ,;a ; Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cape Cod 5 Hyannis Banking Center Date: 10/27/17 Property Address: 1520.Ivanough Road,Hvannis„1V1A Project: Check(x) one or both as applicable: X New construction Existing Construction Project description: Construction of anew professional office building enclosing the executive and operations offices for.The"Cape.Cod.Five Cents Savings Bank. The plans for which have been approved by the Cape Cod Commisionand numerous boards of the Town of Barnstable. I M. David Odeh MA Registration Number: 30086 Expiration date: 6/30/18 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': _Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. 1 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 Do 1t.o1� N' • . ,� M.1DAV ! s Enter in the space to the right a"wet"or STRUCTURAL electronic signature and seal: No.30086 to. 4©gvOis el; 4Q Phone number: 401-724-1771 Email: odehmdO,odehens'neers.com ...' : c,0'.44. °ONAI.` A Building Official Use Only Building Official Name: Permit No:t: 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. BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street, 3'Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 November 3,2017 Town of Barnstable Attn: Mr. Brian Florence,Bldg. Commissioner 200 Main Street Hyannis,MA 02601 CIVIL/SITE CONTROL CONSTRUCTION AFFIDAVIT PROJECT: The Cape Cod Five Cents Savings Bank • LOCATION: 1520 lyannough Rd.& 131 Attucks Ln.,Hyannis,MA 02601 RE: Civil Engineer—Site Design/Control Construction Affidavit I,Matthew Eddy,being a registered Professional Civil Engineer with the firm of BAXTER NYE ENGINEERING & SURVEYING,Registered Professional Engineers and Land Surveyors,78 North St.,Hyannis,MA,hereby certify that I have supervised the preparation of the Civil Engineering Site Plans and specifications for the above named project and that,to the best of my knowledge, information and belief,such Civil Engineering Site plans and specifications meet the applicable provisions of the Massachusetts Building Code,Eighth Edition and generally accepted standards of Civil Engineering practice in effect at the time of performance. I further certify that I, or my authorized representative,shall perform the following tasks for the Civil Engineering Site Plan components and systems: 1. Review,for the limited purpose of checking for conformance with the design concept and compliance with the information given in the Civil Engineering Site Plan construction documents, shop drawings, samples and other submittals of the contractor(s)as required by the civil construction documents. 2. Review quality control procedures for the code-required controlled Civil Engineering Site Plan materials;and 3. Visit the site at appropriate intervals during construction to become generally familiar with the progress and quality of the contractor's work and to determine if the work is proceeding in general accordance with the Civil Engineering Site Plan construction documents. I shall submit periodically to our Client,a"Field Report"together with the pertinent comments derived from our on- site observations. At completion of the construction,I shall submit to our Client,a certification as to the level of completion of the primary Civil Engineering Site Plan components and systems. a =� SsgC� c MATTHEW W. Name: Matthew Eddy DD c) CIIVIIL Registration No.:43183 No.43183 • •\ Q/ST6' `, Signature -S/QNAI r r� Cc: 0.9201312013-0751ADMIMLETTERS12013-075-BF-Const.Af vidavit-CC5-11-06/7.docx " Land Surveys • Subdivisions • Septic Design • Wetland Filings • Site Design fr-nom.. /Pea-t Sr oP )1) 73 5 AA) r-mb — /4320 "rots /�, ON: f . 4 • Btu 30814- Ps 119 =51 1B1 10--06--2017 of 12 :‘10 Town of Barnstable ja, Zoning Board of Appeals Decision and Notice Special Permit 2017-060—The Cape Cod Five Cents Savings Bank Section 240-25(C)(1)—Conditional Uses in the Highway Business District To allow the demolition of existing buildings and construction of a new banking center with drive through and parking garage Summary: Granted with Conditions Applicant: The Cape Cod Five Cents Savings Bank 2"'' "'ScD 19 West Road, Orleans, MA Property Address: 1520 lyannough Road and 131 Attucks Lane, Hyannis • Assessor's Map/Parcel: 253/020-TOO, 253/020-H00, 253/020-B00,254/012 Zoning District: Highway Business (HB),Wellhead Protection District (WP) Hearing Date: August 23, 2017 Recording Information: Book:27968, Page 116 Plan: Lots A&B on 76/11 Book 27968, Page 195 Plan:397/15 Background The Cape Cod Five Cents Savings Bank applied for Special Permits pursuant to 240-125(C): Zoning Board of Appeals Special Permit Provisions. The Applicant sought permits for a Conditional Use pursuant to Section 240-25(C) Highway Business District Conditional Uses for a bank with drive-through; and, and relief pursuant to 240-93: Nonconforming buildings or Structures Not Used as Single- or Two-Family Dwellings to address preexisting landscape buffers, parking lot design, and, if necessary parking lot location and natural state requirements. The Applicant proposes to combine and redevelop several parcels with a new state-of-the-art banking center. The proposal is to demolish the existing one-story, 32,255 gross square foot building at 1520 lyannough Road and a 5,904 square foot, two-story office building at 131 Attucks Lane and replace with an approximately 78,220 square foot, two and half story office building. Also proposed is construction of a two-level parking structure with 99,733 square feet of raised covered parking deck, extensive renovations and improvements to the site ,entries, parking, driveway, and landscaping. The properties are located at 1520 lyannough Road and 131 Attucks Lane, Hyannis, MA as shown on Assessor's Map 253 as Parcels 020-T00, 020-H00, 020-BOO and Map 254 as Parcel 012. The parcels are located in the Highway Business (HB) and Wellhead Protection Overlay Zoning Districts. The property totals 8.7 acres of land is improved with a retail building, previously housing an Ethan Allen Furniture store and Mid-Cape Home Design Center, and an adjacent office building currently being used by the Applicant. The buildings and site improvements on the property are pre-existing nonconforming as to front setbacks, parking space size, front landscape buffers, and possibly parking space location. The property has four curb cuts,two each on Route 132 and Attucks Lane. Procedural & Hearing Summary Special Permit Application No. 2017-060 for a Conditional Use Special Permit to demolish the existing one-story, 32,255 gross square foot building at 1520 lyannough Road and a 5,904 square foot, two-story office building at 131 Attucks Lane and replace with an approximately 78,220 square foot, two and half story office building and construct a two-level parking structure with 99,733 square feet of raised covered parking deck, extensive renovations and improvements to the site entries, parking, driveway, and landscaping was filed at the Town Clerk's office and office of the Zoning Board of Appeals on July 31, 2017. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on August 23, 2017, at which time the Board found to grant the Conditional Use Special Permit subject to conditions. Board members deciding on this application were David Hirsch, Herbert Bodensiek, Robin Young, Matt Levesque, and Spencer Aaltonen. Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit 2017-060--The Cape Cod Five Cents Savings Bank Section 240-25 (C)(1) —Conditional Uses in the Highway Business District To allow the demolition of existing buildings and construction of a new banking center with drive through and parking garage Summary: Granted with Conditions :;r':;':!' ' 104 t Applicant: The Cape Cod Five Cents Savings Bank 19 West Road, Orleans, MA Property Address: 1520 lyannough Road and 131 Attucks Lane, Hyannis Assessor's Map/Parcel: 253/020-TOO, 253/020-H00, 253/020-B00,254/012 Zoning District: Highway Business (HB),Wellhead Protection District (WP) Hearing Date: August 23, 2017 Recording Information: Book: 27968, Page 116 Plan: Lots A&B on 76/11 • Book 27968, Page 195 Plan: 397/15 Background The Cape Cod Five Cents Savings Bank applied for Special Permits pursuant to 240-125(C): Zoning Board of Appeals Special Permit Provisions. The Applicant sought permits for a Conditional Use pursuant to Section 240-25(C) Highway Business District Conditional Uses for a bank with drive-through; and, and relief pursuant to 240-93: Nonconforming buildings or Structures Not Used as Single- or Two-Family Dwellings to address preexisting landscape buffers, parking lot design, and, if necessary parking lot location and natural state requirements. The Applicant proposes to combine and redevelop several parcels with a new state-of-the-art banking center. The proposal is to demolish the existing one-story, 32,255 gross square foot building at 1520 Iyannough Road and a 5,904 square foot, two-story office building at 131 Attucks Lane and replace with an approximately 78,220 square foot, two and half story office building. Also proposed is construction of a two-level parking structure with 99,733 square feet of raised covered parking deck, extensive renovations and improvements to the site entries, parking, driveway, and landscaping. The properties are located at 1520 lyannough Road and 131 Attucks Lane, Hyannis, MA as shown on Assessor's Map 253 as Parcels 020-T00, 020-H00, 020-BOO and Map 254 as Parcel 012. The parcels are located in the Highway Business (HB) and Wellhead Protection Overlay Zoning Districts. The property totals 8.7 acres of land is improved with a retail building, previously housing an Ethan Allen Furniture store and Mid-Cape Home Design Center, and an adjacent office building currently being used by the Applicant. The buildings and site improvements on the property are pre-existing nonconforming as to front setbacks, parking space size, front landscape buffers, and possibly parking space location. The property has four curb cuts, two each on Route 132 and Attucks Lane. Procedural & Hearing Summary Special Permit Application No. 2017-060 for a Conditional Use Special Permit to demolish the existing one-story, 32,255 gross square foot building at 1520 lyannough Road and a 5,904 square foot, two-story office building at 131 Attucks Lane and replace with an approximately 78,220 square foot, two and half story office building and construct a two-level parking structure with 99,733 square feet of raised covered parking deck, extensive renovations and improvements to the site entries, parking, driveway, and landscaping was filed at the Town Clerk's office and office of the Zoning Board of Appeals on July 31, 2017. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on August 23, 2017, at which time the Board found to grant the Conditional Use Special Permit subject to conditions. Board members deciding on this application were David Hirsch, Herbert Bodensiek, Robin Young, Matt Levesque, and Spencer Aaltonen. Town of Barnstable Zoning Board of Appeals—Decision and Notice • Special Permit No. 2017-060 Cape Cod Five Cents Savings Bank The hearing was opened on August 23, 2017 with Attorney Andrew Singer representing the applicant. Also present were Matt Eddy of Baxter Nye Engineering, Bert Talerman from Cape Cod Five, Nancy Parmentier of Groundworks Landscape Architecture, Engineer Randy Hart of VHB, and Kurt Raber from Brown Lindquist Fenuccio and Raber Architects. Attorney Singer described the project and the benefits to the environment, the applicant, and the Town. He described the existing site and the proposed improvements and the specific project benefits that were negotiated during the review process with the Cape Cod Commission which include the sewer lift station that will have the capacity to connect surrounding businesses and residences, and the restoration of the buffer around the pond. He also described the proposed parking garage that is the first commercial multi-level parking garage on Cape Cod that will reduce the amount of impervious coverage that would be a result of a paved surface parking area. He described another public benefit of the construction of a sidewalk along Attucks Lane and a pedestrian crosswalk across lyannough Road for public safety. He concluded his presentation by describing the importance of this site as it is a gateway to Hyannis and the applicant is committed to create a more attractive, environmentally friendly, and functional corporate headquarters. The Board Chair asked for public comment and Attorney Chris Kirrane, representing property owners across lyannough Road, had questions regarding the proposed sewer line and lift station. His clients are very interested in connecting as they are all in the watershed and their buildings are near a pond. Engineer Matt Eddy stated the system wial be sized to accommodate all commercial and residential structures in the watershed. Findings of Fact At the hearing on August 23, 2017, the Board unanimously made the following findings of fact in Special Permit Application No. 2017-060, a request for a Conditional Use Special Permit to demolish the existing one-story, 32,255 gross square foot building at 1520 lyannough Road and a 5,904 square foot, two-story office building at 131 Attucks Lane and replace with an approximately 78,220 square foot, two and half story office building and construct a two-level parking structure with 99,733 square feet of raised covered parking deck, extensive renovations and improvements to the site entries, parking, driveway, and landscaping: 1. The application falls'within a category specifically excepted in the ordinance for a grant of a special permit. The proposed use is allowed under Section 240-25 with a Conditional Use Special Permit. 2. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 3. A Site Plan has been reviewed and found approvable with conditions. (See letter dated August 21, 2017). 4. Such uses do not substantially adversely affect the public health, safety, welfare, comfort or convenience of the community. The vote to accept the findings was: AYE: David Hirsch, Herbert Bodensiek, Robin Young, Matt Levesque, and Spencer Aaltonen. 1 NAY: None Decision 1. Special Permit No. 2017-060 is granted to The Cape Cod Five Savings Bank for a Conditional Use Special Permit and to alter and expand pre-existing nonconforming conditions for a banking center, drive-though, and parking garage. The property is located at 1520 lyannough Road and 131 Attucks Lane, Hyannis, MA. • . 2. The improvements shall be in substantial conformance with the site plan entitled "1520 lyannough Road and 131 Attucks Lane Hyannis MA 02601"by Baxter Nye Engineering and Surveying dated June Page 2 of 3 2 , Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No.2017-060 Cape Cod Five Cents Savings Bank 19, 2015 with last revision date of July 10, 2017 and architectural design plans by Brown Lindquist Fenuccio Raber Architects, Inc. 3. The Applicant is required to attain all required permits, approvals, and licenses for the proposed new uses including those required by the Cape Cod Commission DRI Decision. 4. All landscaping and landscape screening shall be maintained on the site, with the exception of that allowed by the Commonwealth of Massachusetts within the Route 132 State Highway Layout as shown on the Landscape Plan. 5. Site Plan Review conditions of approval are hereby incorporated into this Decision. 6. The Applicant shall submit a copy of the recorded sewer easement to the Department of Public Works Director, the Planning and Development Director and the Building Commissioner prior to issuance of the Certificate of Occupancy for the new banking center building. 7. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: David Hirsch, Herbert Bodensiek, Robin Young, Matt Levesque, and Spencer Aaitonen NAY: None Ordered Special Permit No. 2017-060 to demolish the existing one-story, 32,255 gross square foot building at 1520 lyannough Road and a 5,904 square foot, two-story office building at 131 Attucks Lane and replace with an approximately 78,220 square foot, two and half story office building and construct a two-level parking structure with 99,733 square feet of raised covered parking deck, extensive renovations and improvements to the site entries, parking, driveway, and landscaping has been granted. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty(20) days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. David irsch, Vice Chair Date Signed I,Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this Z2h .1 day of C;tII- under the pains and penalties of perjury. Ann Quirk, Town Clerk • Page 3 of 3 • 3 pp SHE- 1 own of Barnstable Assessing Division suss. 0re03,9;A/4' 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-862-4022 Jeffery A.Rudziak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION August 2, 2017 RE: Adjacent Abutters List For Parcel(s) : 254-012 131 Attucks Lane Barnstable, MA 02630 • As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. f ay/ Board of Assessors Town of Barnstable • • 8/1/2017 AbutterReport Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '254012' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 12 Close Map&Parcel Owners Owner2 Addressl Address 2 Malting Country Deed CityStateZip 253020B00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS, MA 27968/116 SAVINGS BANK 02653 `253020H00 CAPE COD S CENTS 19 WEST ROAD ORLEANS, MA 27968/116 SAVINGS BANK 02653 253020T00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS, MA 27968/116 SAVINGS BANK 02653 254012 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/195 SAVINGS BANK 02653 254016 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS, MA 20061/347 OF(LB) 02601 254018 BARNSTABLE FIRE PO BOX 546 BARNSTABLE,MA 2070/91 DISTRICT 02630 274001 CAPE COD HOTEL LLC 201 N 1ST STREET PALATKA,FL 28549/58 32177 - 274002 GRIFFIN,DANIEL M JR DMG REALTY TRUST 10 WIANNO AVE OSTERVILLE, MA 27655/316 TR SUITE 2 02655 r 274003 MUSHINSKY,ALBERT) 40 WOODMERE RD FRAMINGHAM,MA 3149/118 01701 274025 JONES,DAVID A TR DAVID A JONES TRUST 139 SHALLOW POND CENTERVILLE,MA 21241/27 DR 02632 275001 BARNSTABLE LAND P 0 BOX 224 COTUIT MA 02635 11541/34 TRUST INC e. 275005 BARNSTABLE LAND P 0 BOX 224 COTUIT,MA 02635 11606/86 TRUST INC This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 8/1/2017. http://maps.townofbarnstable.us/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 1/1 Town of Barnstable Geographic Information System August 1,2017 .� 27 i ra 2760 02 #i 43t .....,f---------- SI `t +7 :p i'•�rr;. •... 2750 58- • '2540 . tt• # 4 'ter. • Q. 254 i6).r:f:',•• � • r' �fr' r r J rrr ' r:Jr,/ t • • .r rI/ - r f, • • .f. irr ,,r f J rr. ,,.y r%Jrf., r' ^r, J 1 ,r.. /. • 2750 - r 'a" • -:rr r .fr' /•%f. rr S'.. r.y, ✓,. r. rr,:-fir :G•.cr r• ;:U I✓ r Y,r r'.3Y .rFr' •'N .r r .i% fr f�^. ✓ ar"rr rr M r rr „" r rJ•^/rr,, ,r .,✓,. 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O',1w�!%r tr `„ ifr:' frlr ,?.:✓�!.%::':• :Yf241 #1355 t 2530 5 it 1545 002� OOi u O #1513: #1436 ,, 0 253014X03 ' :i ?, s,F, ,§; 253014X04 #1481 274016XOt 2740i6X03 0 112 'eet ,r•+ C r`<f #1481 27402 #0 #0 ;Y ''o 253/4701 DISCLAIMERS:This mop Is for planning purposes only. It Is not odequato for legal Map:254 Parcel:012 Zoning Board of Appeals ZBA boundary detom,ination or regulatory interpretation. Enlargements beyond a scat!of ( Selected ParcelN 1'z100'may not moat established map accuracy standards.The parcel lines on this map Abutter List Type-Parties of interest are those directly opposite subject lot on ti, ore only graphic representations of Assessor's tax parcels.They are not trua property any public or private street or way and abutters to abutters. Notification of all Abutters "'`''"` 1+'���9 +-E boundaries and do not represent accurate ralatlonshlps to physical features on the mop properties within 300 feet ring of the subject lot. such as building locations. / Buffer •ff/'• • • • /,/r; 5 7; go l .Gown of Barnstable • 6ARHS1'ABIF. t Assessing Division bl'et) y"`0� 367 Main Street,Hyannis MA 02601 rAg www.town.barnstable.ma.us Office: 508-862-4022 Jeffery A.Rudziak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION August 2, 2017 RE: Adjacent Abutters List For Parcel(s) : 253-020-H00 1520 lyannough/Rte 132 Barnstable, MA 02630 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. ff Board of Assessors Town of Barnstable 8/1/2017 AbutterReport Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '253020HI00' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 10 si Close • Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed Cltystatezip 253014X01 SHALLOW POND C/0 KELLER COMPANY 1436 IYANNOUGH HYANNIS, MA 22428/106 PROFESSIONAL LLC RD/RTE 132,U3 02601 253014X03 CENTERVILLE LLC TR HYANNIS MAIN STREET 1645 NEWTOWN RD COTUIT,MA 02635 20399/50 TRUST • 253014X04 CENTERVILLE LLC TR HYANNIS MAIN STREET 1645 NEWTOWN RD COTUIT,MA' 02635 20399/50 �-' TRUST 253018001 CAPE COD CENTER OSTERVILLE,MA 1284A MAIN STREET 22672/302 LLC 02655 253020800 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 253020H00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS, MA 27968/116 SAVINGS BANK 02653 ...._.__._._�-__._-.-..-_.._.__.-._______ 253020T00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 254012 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/19S SAVINGS BANK 02653 274001 CAPE COD HOTEL LLC 201 N 1ST STREET PALATKA,FL 28549/58 32177 15 NORTHEAST GLOBAL COMPANIES C/O ALLIANCE ENERGY ATTN:TAX BRANFORD,CT 274020 LLC LLC DEPARTMENT INDUSTRIAL 06405 24811/64 ROAD ("his list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this fist certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 8/1/2017. • • http:hmaps.townofbamstable.us/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 1/1 Town of Barnstable Geographic Information System August 1,2017 1 • 254015 254016 275005 #10 #0 AT IJC CS LN 254018 S . `Ai �;�;p., �' , ,254014 #1582 •• ii etzis ^ ;'•' 275001 • , � +r'lj ;:;✓: x`:i:''' #0 t.i/ / /5 '„ r,r.:✓ r:.253020800; rr� % %✓:,'/. ./ .t .,/. 275002 "#1431#1520I �"i •'.'l",:c � lf. ,�,, :/ .i :rr✓.; /253017X01 ;: ?'. /',, \,„... 6 ( %✓ .Qj.r� • #1585 :.. "n. ✓� �,"fir. / ✓' / ter. %t�' 274003001 ,,i,..v%%•,1? ,1 ▪ / %'. !r% .✓ '!S:4°• f. Y y.,s", :A.. ;.. i S;I ..t4.{d •,.r✓'%ry.✓„".1,,,,,•,:•'.-•:::::::•• _ 253019B00 ,r"'". ✓",. ;,/% ;,, � �.✓„/; 274003 #1575 ?f:%.'r':.rir r .%f'l :•�//�9?, l .����>j',r %: . r # 10 , '.;�,,; v,, :e •.� ;,..;;;.:;�r;:,:;ram;. •..: 253017X02 ra.^ � /'" Vo;v ";G; r%_ !✓/i✓," .,� ".r2S3 :OT0 • ;;.y,.,f"..,.;�i'�/,,,r<".s/;�:`-:`•`:i.:::.: •1i'':'. :: .•�Y:i,.,'i�i.>t���':•:'t #1585 4;0 ll✓i! 9 i„l#^I••520i�E,/ %i %•✓ ✓l ni'�`l✓ '�lr...••.• ;u, .a.�/r:,/"�%:.. :!��:r,Yirli. :� ,.tom/an!ri;"0ri"i:.,.5..ri::),;: - ✓ ' ; ` � Fr• ^ i 2740103002/ �/.���%�•/">: .%% i ✓ iyi� /i ✓ ;/ / ;.9;f% /. r,;; O .h/p ! ✓r. r.,rs 'v•:/.••:n< v :;i. "4!r'r.}:I•'S:<•a '••.•,•;.".'.?;. 274025 - '>i:/j�iii�1✓/i'/•'� ti:'•ii%/;'L%/ 1 .':+' `•v„i ./�i r .'7: ., 253017X04 .%y0.: ;r✓ /1 .i :'/,i..:r.:..a:, /../—,/ r�%.'"�'":;i-:i:•;• ,., "+.r /�' /• 1�//✓fir./ii6.":67/1,.� I x:: %ii^.,;,,/, .i-. :i' / ii' /it/✓/./////��.. rl,. .~'".<•,'":.��/, !/,//r/li/., //.-//.,,,/�,,/." ,.•/ 274002'i;;ri:<:.� 253016 p .�✓ a:';'✓.�✓✓ '%i/ ✓//✓.4'.1? / : :' /' #1436 <,:r #1555 G� ',1 r f,� > ' i ✓r �'/ l✓y'�/i' it /1///i////%'. /.i ,. • 253o1sroD , r "/„✓f/� x53o, •,/;:.;�;:4•14/ 253015 „ 253014X04 ; �rnd8 ;",, . ;, .e. #1575 #1545 +1 #1481 9�ilii. 'i<• .✓%y::/'.e., 253018001 f . :; 274016X03 ;.#1513 ::•'i•.:.",.': ::: d #0 • C 4y .:.'"..:1.ri.:'.:.,i..!•.::.;..'..1.:'.:.....?-.:•.•.:'1:::.'•.:':•'-....:r.•. ti 2 253094X01• ..':: G 0 y #1471• �A f O ':. 274020:::i�� i ;d as %'25301dX0 .''iY #'I 9: z' :r:' 7 274016X01 ) ........ . ......... ,. .,...... ,...„.. .........:.. #1471 rtT#js! `� 'l: #0 R,!.a.,, #p1441 253013001CND S #817 :.,.ii .' l; 274038 '72 h • r= #1411 ,+274021CND '!•``' 274016X04 c1,. #1431 r y #0 0 112 Feet 253013002 >®Meggl-ek#3 c; 1 DISCLAIMERS:This map Is for planning purposos only. It is not adoquoto for!opal Map:253 Parcel:020H00 Zoning Board of Appeals(ZBA) Selected Parcel '.F�9f}� a 1, boundary determination or regulatory interpretation. Enlargements beyond a scale of 1'=100•may not moot established map accuracy standards.The parcel tins on this map Abutter List Type-Parties of interest are those directly opposite subject lot on are only graphic representations of Assessor's tax parcels. They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters _ W E • boundaries and do not roprosont accurate relationships to physical feoturos on the map properties within 300 feet ring of the subject lot. ,.-', such as building locations. Buffer jr j f _ °fI 41, te 1 96 { 'own of Barnstable` t B,RSIA6LE. = Assessing Division 'D,eohtgr4�� 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.ns Office: 508-862-4022 Jeffery A.Rudziak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION August 2, 2017 l RE: Adjacent Abutters List For Parcel(s) : 253-020-BOO 1520 Iyannough/Rte 132 Barnstable, MA 02630 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable 8/1/2017 AbutterReport Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): `253020B00'. Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 14 rE ' I Close Map&Parcel Ownerl Owner2 Address' Address 2 Mailing Country Deed CfityStateZip 253015 LAKESIDE CENTER 1436 IYANNOUGH �T HYANNIS, MA 25547/107 LLC ROAD/RTE132 02601 253016 SILVIA, FLOYD J TR SIXTY NORTH STREET P 0 BOX 430 OSTERVILLE,MA 23358/25 REALTY TRUST 02655 �- 253018001 CAPE COD CENTER 1284A MAIN STREET OSTERVILLE,MA 22672/302 II LLC 02655 SIXTY NORTH STREET OSTERVILLE,MA 253019600 SILVIA,FLOYD J TR P 0 BOX 430 23358/25 REALTY TRUST 02655 SIXTY NORTH STREET OSTERVILLE, MA • 253019T00 SILVIA,FLOYD J TR REALTY TRUST P 0 BOX 430 02655 23358/25 253020600 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS, MA 27968/116 SAVINGS BANK 02653 253020H00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA • 27968/116 SAVINGS BANK 02653 253020T00 CAPE COD 5 CENTS 19 WE5T ROAD ORLEANS,MA 27968/116 • SAVINGS BANK 02653 254012 CAPE COD 5 CENTS ORLEANS,MA 19 WEST ROAD 27968/195 SAVINGS BANK 02653 • 254014 CRYSTAL HYANNIS C/O SILVIA&SILVIA P 0 BOX 430 OSTERVILLE,MA 12628/314 LLC COMPANIES 02655 . 254016' BARNSTABLE,TOWN T 367 MAIN STREET HYANNIS,MA 20061/347 OF(LB) 02601 254018 BARNSTABLE FIRE PO BOX 546 BARNSTABLE,MA 2070/91 DISTRICT 02630 — ---- • 274001 CAPE COD HOTEL LLC 201 N 1ST STREET PALATKA, FL 28549/58 32177 F- — ___ __ 275001 BARNSTABLE LAND P 0 BOX 224 COTUIT,MA 02635 11541/34 TRUST INC This list by itself does NOT constitute a certified fist of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 8/1/2017. • • http://maps.townofbamstable.us/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 1/1 Town of Barnstable Geographic Information System August 1,2017 _ — "::•.:::: :.:.::%.4.:: :•::::•.:.,......:-.:.....:j;,:,%, ..;:..:::•,..y.::::::::::::::::::::::::::::::...:...............:.,•:•:',::.:.:::•:*::::•:•::-.:•;,...r.:.::..::::%:.:.'....:::-:::„..,......,:•::-.::::.:.:;-..;:::::-:::•:.:....,,:•::.::,::,:,:..-..::::::-:::...:,•..,:.,:•.:;::.:.:.,.':::•-:••:::•.%.%:..,:::•::::.%•."--%.:::.!..:-.•:....•-:.::::::::....:::::: ::•.'..,:..,.':::-::::. 275008 275009 /i‘t.,?...N *0 #116 :.::••••.::•:',...•::•::'::::::'•••••:••:;:**.:.••••••••:"j1"..::::::;::::::::::::•::-: .•:.:,'•:•:•,':'::•:•::;•:,...:•:•; :::•:•:;•;•:.-.:'::•:•:::•':::.•:iii....:*.:•:1.':.7::.-';':::: ::: •-::::•••:::•;i':::::::if:',.........:;:::•••••::;.:::::.....(.•:•••••••••••;.,:••:.:*•::.;'.:7;:•''ir.:•••••••%*.:;'•':*:'••:;....I.:'•::.•••f:':'.•••••:: :'.''.::::::,-:.;:':' lia la #1431 —• -•••••• ••••••••-;'':::::•••••••••••:•••••::•:•••••:::'::::::•••':•::•:-:"•:•••••:,:''.:;,:•':•:-:•:•'%•:.::•';':::::::•"•";::::-:":•::::.;.:'.":•:::::',.-...:-:-:'•: •:'.:•;.'•"':::••::*•:•:••••::•:-:'::•:•::!.':''....:••:*••••::.:;•'':•:•:::.':'::::::•':.:•:::•-•.'•:•:.:,.::•'..... 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It Is not adequate for legal Map:253 Parcel:020B00 Zoning Board of Appeals(ZBA) boundary determination or regulatory Interpretation. Enlargements beyond a scale of Abutter List Type-Parties of interest are those directly opposite subject lot on Selected Parcel rcioo•may not meet established map accuracy standard:.The parcel lines on this map •••.•• •.. ore only graphic representations of Assessor's tax parcels.They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters :•,..::.:.:',i:...: :..1.4 • boundaries and do not represent accurate relationships to physical features on tho mop properties within 300 feet ring of the subject lot. // • • such as building locations. Buffer ... - _ — �xf r . , { Town of Barnstable B► AeL c ' Assessing Division ar�ss, sa39 `0� fo " 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-862-4022 Jeffery A.Rudziak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION August 2, 2017 RE: Adjacent Abutters List For Parcel(s) : 253-020-TOO 1520 Iyannough/Rte 132 Centerville, MA 02632 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable 8/1/2017 AbutterReport Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '253020T00' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. • Total Count: 11 J Close • Map&Parcel Ownerl Owner2 Addressl Address 2 wiling Country Deed CityStateZip SHALLOW POND 1436 IYANNOUGH V-�---� HYANNIS, MA 253014X01 C/O KELLER COMPANY 22428/106 PROFESSIONAL LLC RD/RTE 132,U3 02601 253014X03 CENTERVILLE LLC TR HYANNIS MAIN STREET 1645 NEWTOWN RD COTUIT,MA 02635 20399/50 TRUST `- 253014X04 CENTERVILLE LLC TR THRYU,NNIS MAIN STREET 1645 NEWTOWN RD COTUIT, MA 02635 20399/50 253015 LAKESIDE CENTER 1436 IYANNOUGH HYANNIS,MA 25547/107 LLC ROAD/RTE132 02601 253018001 CAPE COD CENTER 1284A MAIN STREET OSTERVILLE, MA 22672/302 LLC 02655 253020600 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 • SAVINGS BANK 02653 253020H00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 253020T00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 254012 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS, MA 27968/195 SAVINGS BANK 02653 254014 CRYSTAL HYANNIS C/O SILVIA&SILVIA p O BOX 430 OSTERVILLE, MA 12628/314 LLC COMPANIES 02655 274001 CAPE COD HOTEL LLC 201 NI 1ST STREET PALATKA, FL 28549/58 32177 This list by itself does NOT constitute a certified list of abutters and Is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this fist certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 8/1/2017. • http://maps.townofbamstable.us/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 1/1 • Town of Bamstable Geographic Information System • August 1,2017 254016 Will° 254018 275005 0 •4':.2s4a1 1# 582 - - 75 01 r.+j' c . 2 0 ,1 vrJ" .,••r, f r r.•�i r•;:� f.Jr • #a ,r 'rr. i5 rr. 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( frJ-.;/' r r f r , ./rr : , !J;rr/?r'.✓ r 3b�41CO3/ !f%ris • .t. 7 7 .rr. •/ / ,�,, , � �rf i• 274016X03 .I .I 9 0 0 , a s y 27 a1 xot ,•141' +A :2530 XO O #0 014 02::':::::iii '•::-#147,1; 274 #147t #1A49 > 3 DISCLAIMERS:This map Is for planning purposes only. It Is not adequate for legal Map:253 Parcel:020T00 Zoning Board of Appeals(ZBA} N boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1•=100'may not meet established map accuracy standards.The parcel lines on this map Abutter List Type Parties of interest are those directly opposite subject lot on k are only graphic representations of Assessor's tax parcels.They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters ';•.' ; '"'''� boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot i '. S such as building locations. Buffer //// . . , .. e . . „ • , . • • . • • ( 1 , • . , . - . '-'7-.-..,--':!:',..-.:,.:.;-....--.•::..•:.',.].:Town of 031113101a„.:..:.,,•,,.:•:., ,,....,.:,‘,, ;t '-:I•'''-'''. '"''''''''.',•..,',•-•-•Zoning Board at Appeale'..!::••.-...,, ..-..-,...-....,. ..,\ , '-':I.' ::•":.'...I:-'...•'• ,•-:',Anirriilif ilarnitailo ••:-H...,..:---7-,-;••••,-.'..--r:.•::: :...':.•'"-:•7:::'..;',HOlicec;i.irbiiclipiringeltnder th a.Zon.11199•„f0,1444c4,..."':-%,"..-. ;;;•.;:-,,,.-.,.,..:..,,..--..,,r,..-..r.:•:.;„:-..7-.7Augiss113:• 0_.17-'•.-'.'•I-." ---••••'-•• •• .--. .•,,.......• •••..-:.... .. ... • . .•• --.-•.......-..."-_.,....•-•„ , Posit poroo,-i.:1Oleidqe.c1 in•Oraffet.ted,bfthe is9.0i1S•ol the?unin9, ---.-!, -,-.1.••••,Roticelif Public Reari.riga-rifider the Zonlig'Ordirlarice...,..,--...'l' 1 Board of•Appeals,•Votiara IL, notified.,iipti,rtioari\tie;artoiSttlee.g3.1144.11.iif.;! :\..•'.:....'il.1....',.'".::;::,,/...' Augns.t 23;2017..,-...- ---.•,-.-• . ...--•-,••••••••,. IChapter•;40A•01 the Genera. ays..:61.the c? n -•.::TO ail persons Interested In Of affected by the actions of the Zoning. :.1loard el-Appeals:Ind are hereby tiodiled;t:puriiiant to SectiOn li of cAusetti„,:ang.att amendments thereto,that ToldWIOg apPiati'Oil be heht On lAre;dnes.day.. g .r.... ..,...... .....r. ina.iiu.°13ins6t:2113e3,.°4201TP-Iltita .,, ...... ... --.. ., .CO4pter 4(IA or parietal.Taws.of the Commonwealth:of Massa, •;•chusattt;'anclA11 eineitrinienlsitieretelhat a euhilehearing on the ..;.i'Jtio PM::.",,APpe,aillid.-4017,0qS t.'•';'..It•-:.-:-.:•.,;-'.--..--....t.--:'... .,74,.-_;:i7•:;- ;'"Vottri-ECItUzzias.OrdsPsetrifa;erernee..isaf'1101-11g'44 44c-'4.1.4."-T . ihdid• C- •"lesionit tO dervy'a blinding per_md(1,3,17,11)t.r the Building 11°O.Pi'-''sirligte--1 artily home pri-...1-_itcretnor.oto...10riti.t hi...0:110(: v 149 Beech OALISLancl.. ervill.1.4A as Plc PrOPert/1:5•!4cat4d 4' -----.-'1 G63.000.•..:It Is located In tire liciliI°6°A4'ese'f 4 IA"187s P111-letlidet-CisierT -ReSideiice0,1:RDI-1•and.Resoti1Ce......,cy_ ______,,_,___,,,_ „, •:-t-foiloirilig appeals will hetelci.kin•WegnesCissy.,Atiggst 88, r.117.41t1c. :,:'::-17:0G.Pti T4Iiiie.011164oi.70.5t .;'..-, ,-:-,,.. !;:40hp. J.Diltrzei,at,iirOSPectree:Cninier'.'11apPealkill:ie derefskel 01 '..ttlkiBuildingtoinitilselonectopY'abUilding permit(8-17713971)for. ,rthe••ceiriStp!ctfon of a Stiegla:farrilly.11bitts'ori'a'.nonconforming lot: :rItie grOgeliSlonTated.at 149.8.aecti'LeAllslaAd;-;entervilie;'MA as . •••:shoSin On INesestorg Mag187 es.gatpel 963-005.:it li located,In the ....'.ResidePOO,Q,1:(FtD-1)and Resource Protection Overlay Zoning Dist l:0,1_1'YM:-'iiiiieal.fro;•i0:17,060;:i:-.."".i:.Cipe Cod Five Denis Say (skis Ings Bank-fi .. .--•••ir':•-i.'.-.:-....,--,..,4,:•-_-.:•.___,„,......-..:,..••,.;......• •.. • _•..., ••.•..•..,., . „..,..... ,...., _ ... •. , . . _ ...- . .:•--';.The Cape Cod Eva CentaSairingS-1301(lias applied for 8.pecialfir, . t..-..7..0i PM'2APpilat No.-2017060"•'?-l•.''Cipa COd Ilve'Cords Say- ..,iftit,..Ordariant lo-2411,120(9):•-?rinici9I'8oaCd"Of Appeals alleelefPer:-: s ir • rilt•ProvIslOns .-;TheAPPlicarit Seetia:.permite.itirfaCondidonal-1.1se. ..,.... , ,... ...., -.•'The cage;OCT F..rdt•Dents$ai.ringglleniChaaPplied for Spatial Fer 1 purivant to Sectior(940-25(C),.Righway EtristrieSs District Conditional) ,,.ilitts pursuant le Z40-1.?:h2;;Zoning'Briardof Appeals-Special Per-. 'I USealcir Ialiank ikith'Orlia-throirgh;-arid.:•addlede(pursuant to?rig.) I'init.PrOVISioni: The Ap rit*aks:Pecrnita'for'A.Conditional Usa: •••'kurairant.tri'Seetion440,25(C).IlighWay.flusipers,4 District Conditional 93:;tiOngonterintrig htilkiThig s.:Or...StoigtuteS'110t•Dse0 as Single,.oi... squarea ,Piti,fairiTy..-;.(terellings to:addreSCrieeidsting landscape,bullets.• - . 1.1ses.i fortiank'vrigi tirhikthrOtight:an a it and rodef Pursoant.to'240- ( parking loVd.asign,"and."11PaCesSarSc.parking lot location and natural .'.93:'fIrinctinforiping:bOldidgS'.Cir:_atrirdtiires Not Used as Single-WI setaleIrerlidienienta.sTha.AppliCant is pro-posing 10 COrnbine,and rgde. par ,f.Tvit),Nriill y fr_13•Weiting to ad t.. I; cfreSS'.;-Preejdetiliff--landsCaPa.Ibuffers; velop evet.it parcels witti-4 niW:Stata•nt-ther;,banMng Cenfer.'The ;: icing.lot desIgn,"and,'11 necessary parking lot ideation and natural iS •cled1O4sti.DIU'erriating onetStOY.'-'.32.2$5 0r11S- 'vstale requirements Thu Applicant Is proposing to combine and retie:. propoSalli to -foot building at 1520,P/winnook Road and a..0.904sedare•topt,two7 ," elop several parcels"witif aria*State,of,the:art:banking center.-The ...Proposal is to demolish the existing one-story.32255 gross.spitard. S10 0rIodicti building at 331 Addeka'Iiiteand replace with an appriixi: mately strijcl220 *9'8,289•01uare lent;-"1%Vo•and half story. ., „office budding..-:-/11So . .3,101 building ait570...iVareengh.11eati and a 5.904 sotiara.foot,licoi. mat • prOposedis construction of a two level parking lire with-.99,733, - ••story.office building at 131'Attticks Lane and replace with an aiiPrOsh ... . .. 'F.Sollareteet.OT.raised•coyered,IOatidirg'cleek. erisr,ro Jenovations 1 ...; 78, •square i teat;tyrisrand hall'etnni.efficd,.bulicling...-Also • "rid:.iniproyanients'IdO.,theItite:entrieSiparking.31rPtaway,and land- .' 1 .,.:proPOted Istionstrection of a pricilayel parking structure with 99,733 :".scapjrg.;':'..3.1!e..001110ities'aii.ioaite'd..at-:15?0•iyaitegegh RoadandI :•square feet of taised.Covejed.,parldrig:31acic:ieideitIve iinenrations at 1520 km l000t - lyaqnoug A 31"Attrieks 1,ifie,•klyarintai..MA-atT ehinitif.dil AeteSser;s:IIMP-,26,3 at l :and•ho scaping.ti lroveintrits tritheldo-entries,parking,.driveway,'and land; -I:Paria.le f.029-300.7020,1100,i.dZ0-BOO-I"and:Adip••254':ps Parcel.012.. ..I. cbt,propertiei. located h Road and Jhapariela are located in thattigiwray'litsineesAH01'Prid Wellpead -.131 Altucks Lane,-.11yanhts,.MA as'shown on Assestcd.'s Map 203 at 'parcels..020-T00,•020-1400,,.020-800 and Map 254-Os..Parcel 012. Protection DyertayZoping Dis.tdcia.*::,'.:.,.:•••..-.1,,•;:,:,-__•;r;,.1,',..'.c;,;-.i,,;...,i ,1The parcels are located In the HighWax,sysinees(144)and Wellhead i:-.;'•:-.TrieSO;PIulatie hearings'1;411 arri t behalt at thi:Babl a Tovirt Hail.367] .-•Treteetion Overlay Zoning Districts.-•;.:•.•::-....'-'-:.r.I.t:'',!•:7.-Ii::.',••:,t:......":-;'';'•-.1 .,, ... ..,... ... .....,_ Main Strait.IHyannis,.filA.I.Hearing'Strom located on the 2nd flogr„- Wednesclq, August 43,,2017.:•Plans and' :apPdcatforcs'inai:be'jel :•'Thoselititaitc hearings*ill beheld at the Barritlibte TwinMall,367 viewed at the Zoning Board or Appeals Ptride,:.GOwtti•F4IggrriOeOl..„ .• Rialn Street,Iiyarinis.:MXjfearing Room located out the 2nd F.1004' re- Department,,TortO Offices klayr:.$1r1.•140-0,1i,thIA..•'•tr.'t--"..".....'i-,.! -.":I'.WedneS94,,YAuptist.23;.2017. Plans and applications may be is,tdritecl-at the Zoning_ Board' of Appeal..Ohs.„ 'Gru.W.Ift klartageillyi .....'',:g.:::!)-:4.1:•?;•-ii.:;•:::--:-:..1•':-.:':':.;:',';'..1.:';--rie.1..-Okide.4iiii8 :-',.- ,.;:•:: . .,::-:1, -•••peparupertt Towif otticio.'2091,44.10 4trop!,tty:oopio;611 ; ..!..-. ''...-. ..t.- . .,s--,;:;:,';.1...;.:::.i.2..!,...•:.:.:; ..;-; -; i.::.7olitrig Board of Appeals .:--"I.:'•,-I-,.,t'••••:,,:';''r ;•,'Tine Barnstable Patriot.::i•,,•-••;.--....s::•••.....,_.•'..,--.-::•.•.:-.--:-.-....,•-•...•.:::.,..:„...:: :' '.'"'::-•:-".'"':-•';;tC•,r;.;,'..,':';'•••••iklarifiodolakis.Chair.•.'-. . -. • _:, .•••Aleilust 4 and August If,'2017•---•..; .-,:-...-;•-•.--,s-......:,-,....-...•........_. ,,..., -,-,.,'.:...',,-:.-•?.,..,-..,1•C:,.:•,, :-..••••:.•.:••:lciriiiig Board of Appeals•...-;.•-•-...":''.:.'..;:-.',t...i . .."..ri...iiie.8eriisiehieFitriot:- .5-._,::'7.,•i',:.;''.:,.-.:: ', :'........1,',•••,1'..••••:.,,:.:•.i . a• '..•.:"....MoOst:4 and Aiinirat I1.•2017••••-..-..---.-•'•• :.•-•.' '- -- • • - • .!••••.... • •-- ..-...••••-;-.-...I.:- . . . . . .. . ,. .. . . . . . . , . - . . . • . . • . • t i . . . I . . f t` Town of Barnstable 4 t 01HE lqi, Building Department ServicesAr WI do Brian Florence, CBO AB Building Commissioner BARNSTABLE MAs. R4RwSTFP,.f.Ci.1.^f.R•::;:Lf.Q'I11T.H1',VkIS \9 200 Main Street, Hyannis, MA 02601 = twsus'Txn:u•me;rwa+srautt 'O�EOMA�° www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 August 21, 2017 The Cape Cod Five Cents Savings Bank c/o Attorney Andrew L. Singer Law Office of Singer& Singer, LLC P. O. Box 67 Dennisport, MA 02639 RE: Site Plan Review#026-17 The Cape Cod Five Cents Savings Bank—Post DRI Approval 1520 Iyannough Rd and 131 Attucks Ln (Rte 132), Barnstable Map 253, Parcels 020-BOO, TOO, HOO and Map 254, Parcel 012 Proposal: Demolition of existing one-story 32,255 s.f. retail building with no basement and 5,904 s.f. two-story building with basement at 131 Attucks Lane. Construction of a new approx..78,220 s.f. two and one half story office building (inclusive of a retail branch). Also, construction of a two-level parking structure with 99,733 s.f. of a raised or covered parking deck to accommodate 240 vehicles. Extensive renovations are proposed to the site entries, parking areas, driveways and landscaping. Dear Attorney Singer: The above proposal was found to be approvable by the Site Plan Review Committee at the formal site plan review meeting held August 17, 2017, and is subject to the following: • Approval is based upon, and must be substantially constructed in accordance with plan entitled "The Cape Cod Five Cents Savings Bank—Site Re-Development Plans" consisting of 26 Sheets and includes FD tower truck templates, dated June 25, 2015 with final revisions July 10, 2017 excepting Utility and Sewer Plans, Sheets C5.0, C5.1 and C5.2 having final revision August 7, 2017; and"Stormwater Management Report for Cape Cod Five Cents Savings Bank" and "Site Operation and Maintenance Plan for Cape Cod Five Cents Savings Bank"dated 12/14/16, all prepared by Baxter Nye Engineering & Surveying, Hyannis. Also, elevations and floor plans entitled"Cape Cod 5" consisting of 17 sheets submitted July 25, 2017 prepared by Brown Lindquist Fenuccio & Raber Architects, Inc., Yarmouth Port, MA; and, landscape, planting plans, grading, materials plans dated January 30, 2017 with final revision to Sheet L1.0 per CCC DRI 6/5/17; and, lighting and photometric plans dated 12/12/16 prepared by Groundworks Landscape Architecture, Inc., Falmouth, MA. 1 i • A conditional use special permit for the proposed drive through and, special permit relief for the front landscape buffer, parking space size, parking located in the front, and % natural state is required from the Zoning Board of Appeals. • Planning Board Applications to remove interior lot lines and Old Strawberry Hill Road, are required and a perimeter plan recorded prior to the issuance of a building permit. • Subsequent to the merging of the four lots, coordination with Barnstable FD and DPW for proper street addressing is required. • Implementation of the Stormw t r Operations ons and Maintenance Plan is required. • Work within the Town Right of Way will require a road opening permit from DPW with curbing within the Town Right of Way to be VGC. A sewer connection permit will also be required from DPW. Contact: Assistant Town Engineer DPW- Amanda Ruggiero 508- 790-6400. • Consultation with the Barnstable FD, regarding location of a 2nd onsite hydrant is required. Contact Chief Frank Pulsifer, 508-362-3312. • Abandonment permits must be obtained from the Health Department for each of the p existing septic systems. • A Food Permit.must be obtained from the Health Department for the cafeteria use. Contact: Health Dept. 508-862-4644. • As proposed, cafeteria will be utilized by employees only. • Entertainment and Alcohol Licenses (or One-Day Permits for each) are required from the Licensing Authority for any special events held on the premises. Contact: Licensing 508- 362-4672. • An onsite directional signage package is required to be submitted and approved. • Requirements of Conservation Commission Order of Conditions must be complied with. • Conditions of CCC DRI Decision, CCC File #17006 (attached) including but not limited to the following: o Prior to the issuance of a Building Permit the Applicant shall obtain a Preliminary Certificate of Compliance from the Commission that evidences that all conditions of the CCC DRI Decision have satisfied and that the project is in compliance with the decision. o Prior to the issuance of the Certificate of Use and Occupancy by the Town for the Project as modified, the Applicant shall obtain a Final Certificate of Compliance from the Commission. . • Improvements proposed in the Route 132 layout are required to receive final approval from Mass DOT. • 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 letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240- 105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plan will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence, Building Commissioner, SPR Chairman Elizabeth Jenkins, Director Planning& Development Amanda Ruggiero, Assistant Town Engineer- DPW Chief Frank Pulsifer—Barnstable Fire Dept. Tom McKean, Director Health Department Darcy Karle, Conservation Commission Administrator Licensing Authority Zoning Board of Appeals Planning Board Attachment: CCC Limited DRI Decision #17006 s Commonwealth of Massachusetts �� , j Division of Professional Licensure V Board of Building Regulations and Standards Const\iict� n i$rvisor I CS-009144 �? E fires 04/07/2020 g ii Zi �� DANA R MARCOTTE 'try*{ Y 127 ACRE HILL RD !j v - BARNSTABLE MA 0263/ �-- t 5 f Commissioner Construction Supervisor Unrestricted-Buildings of any use group which contain • less than 35,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts • State Building Code is cause for revocation of this license. For information about this license Call(617)727-3200 or visit www.mass.gov/dpI • 0 r DELLBROOK 4 J KS Construction Management Plan Cape Cod Five 1520 Iyannough Road, Hyannis MA Owner date: October 4, 2017 Cape Cod Five Cent Savings Bank Owner Project Manager Michael Canina Project Location The new building is located at 1520 Iyannough Road, Hyannis, Massachusetts. Project Description The proposed project consists of the demolition of the existing 32,255sf retail building at 1520 Iyannough Road and a 5,904 sf building at 131 Attucks Lane. The two parcels combined will equal 8.7 acres. This creates the site to construct a the new two story 78,220 sf office building (inclusive of a basement and a 1,850 sf retail branch) and additional courtyard, terrace, and patio. We will also construct a two level parking structure with 99,000 sf of raised or covered parking deck. Extensive renovations to the site entries, parking, and driving areas with major landscaping improvements. This project will not only be a major investment in the communities the bank serves, it will also help fulfill Cape Cod Five's commitment of going "Green initiative. The building design is planning to achieve a platinum certification level by LEED standards. The building structure itself is concrete foundation with two stories of structural steel frame with composite concrete slabs on steel decking. The roof will be EPDM membrane with and added structure on the roof to support the photovoltaic panels. The exterior envelope is made up of several materials, some being aluminum curtain wall, light gage metal framing and panels. There are two elevators and three stairways within the office building main structure. The building will have complete fire protection systems installed for detection, notification, and suppression of smoke and fire. Sprinkler and fire alarm systems will meet all of,the NFPA requirements and will be designed by a licensed professional. Project Duration After the project was awarded to Dellbrook / JKS we became part of the team in the design process along with providing budget numbers along the way. The preconstruction process as well as the completion of the contract documents will allow for the desired start date for foundations of November 1st 2017. The project substantial completion date DELLBROOK I JKS would be February 1, 2019. This would allow for occupancy on or before March 31, 2019. Preconstruction and contract document generation has a 4 month duration. The construction activities duration is 15 months and an additional 1 month to close-out and occupy the building. Pre-construction survey A preconstruction survey will be performed on all adjacent properties, streets and sidewalks to document the existing conditions prior to the start of any construction activities. This will establish a base line that can be monitored through out the construction process. Once the construction has been completed, the adjacent areas can be re-surveyed to see if any of the existing conditions have changed or been affected by the construction process. If changes have been found and are deemed to have been caused by construction activities, a remediation plan will be proposed and agreed to by all parties involved before implementation will take place. Primary Goals Dellbrook / JKS primary goal is to ensure the safety of the public and our workers while exceeding expectations to manage the construction project to a successful completion. We understand that by working together with not only the construction team but with the local authorities will be the key to the success of this project. Putting together a plan and schedule that will minimize the disruption to the public and help our subcontractors work "LEEN" and then following through to execute the plan and meet or beat the schedule. Dellbrook / JKS's construction management experience and working together with Cape Cod 5 and understanding their needs and the needs of their clients, will help us to improve their work environment and the community around them. The requirement for maintaining access for the fire department to reach all of the buildings at all times will be met. Access for emergency egress for pedestrians will also be maintained at all times by use of signage and barriers showing the safe route. Dellbrook / JKS will coordinate access for deliveries to the staging area in the designated areas throughout the construction process. Project Schedule Narrative Conventional cast-in-place steel reinforce concrete foundation will be utilized. Installation of the underground utilities and preparation for the C.I.P. slab on grade will follow the foundation scope of work. Structural steel erection and composite decking will be erected in conjunction with the underground utility work. After the slab on decks have been placed the light gage metal framing will start. To maximize the production of the framing, a crane will be used for deliveries and other logistical uses. The buildings DELLBROOKIJKS weather integrity will be achieved with permanent and temporary means to enable the start of the electrical scope of work at the earliest possible date. After the building is substantially weather tight, the interior roughing activities will commence including, but not limited to, interior framing, electrical, plumbing, mechanical and fire protection systems installation from the Ground floor up to the roof in an ascending order. In close coordination with the Hyannis Inspectional Service Department inspectors, Hyannis / Barnstable Fire departments, DPW, and the Engineers of Record, all necessary inspections and authorizations to proceed will be identified. The building envelope will be installed simultaneously with the roughing activities allowing for a seamless transition into the finish activities. Using quality control means and methods the finishes will be installed in order to insure the correctness of the work. Transitioning into the start-up of the M.E.P. systems and commissioning of all equipment will insure environmental controls are in place for the finishes. With the creation and execution of Work Completion Lists the project close-out process will be stream line and efficient. Project Logistics and Pollution Prevention Plans o Both under separate cover Rodent and Pest Controls An environmental pest control company will be acquired 20 days prior to the commencement of the existing foundation removal. The use of rodent and pest control devices prior to the demolition will help to reduce the potential displacement of these pests into the abutter's property. Throughout the construction process the traps and control methods will be strategically placed where necessary and will be maintained and monitored by the environmental pest control company. Storm Water and Erosion Control A National Pollutant Discharge Elimination System will be designed and implemented for the project. A professional engineering firm will be retained to perform the review of the contract documents and the existing conditions on the site to insure a quality N.P.D.E.S. is designed and submitted for review and approval. The Storm Water Pollution Prevention Plan will identify the necessary means and methods required to comply with the N.P.D.E.S. including, but not limited to, the maintenance plan required. EJDELLBROOKJKS Dust and Debris Mitigation Conventional dust control methods, water and/or calcium will be applied on an as needed basis. The adjacent apartment building has through wall HVAC units and could be subjected to excessive amounts of dust during the construction process. With the authorization of the apartment building Owner/Management Company, the use of additional filter material will be utilized on the exterior of these units to protect them from potential dust contamination. The construction site fence will be post driven chain link with scrim screening attached to reduce potential dust contamination from leaving the project site. Noise and Vibration Mitigation Dellbrook / JKS will monitor start times and completion times to ensure we abide by local work guidelines. Public Traffic and Pedestrian Control o See attached site logistics plan We will be installing a temporary chain link fence with scrim around the entire work area as shown on the CMP site plan. There will be 4 main construction vehicle gates and they will be labeled A, B, C, and D. We will be directing most deliveries and trucks entering and leaving the site to come through gates A and B on the Attwood Road side of the site. Gates C and D on Route 132 will be used mainly for Fire department vehicles and workers to enter and leave the site. There are no existing sidewalks on either side of the site at this time. Project Deliveries Most of the project deliveries will enter the site from the Attucks Lane side of the project. Temporary signs There will be no deliveries and/or standing vehicles allowed before 7:00 AM or after 5:00 PM Monday through Friday. Any potential weekend deliveries will be scheduled ahead of time with a minimum of 48 hour • notice. There will be a wash down area created on site to minimize the migration of soil from the construction site onto the public way. DELLBROOK I J KS Project Hoisting All hoisting is proposed to be performed on site within the perimeter site fencing. All safety precautions will be taken to ensure the safety of our workers. Hoisting plans will be submitted, reviewed and approved prior to any lifts take place. Project Storage All storage and temporary construction facilities will be within the limits of construction areas. All materials will be stored in an organized manner in locations approved by the project superintendent. The construction office will be a trailer at the north east side of the construction area. Onsite Parking Parking will only be allowed in specific designated areas on site. Any vehicles parked outside those areas will be subject to being towed at the vehicle owner's expense. Access areas around the site will be kept clear for work, deliveries, and fire department access to the buildings. Strategies and Constructability • Dellbrook will be utilizing the Pro core system of project management for the tracking, exchanging of information, and documentation. We will provide instruction as needed to the team to ensure the system is understood by all. DELLBROOK IJ KS • Onsite pre-construction meetings are required for every subcontractor, tiered subcontractors and/or venders a minimum of two weeks prior to the scheduled mobilization and start of construction date. These meeting consist of, but not limited to, scope of work review, schedule review, safety requirements, logistics for proposed deliveries and hoisting, special conditions and planning. • The project management approach is to be one of a single team between the Owner, Architect, Engineers, and contractors. Consistency of communication methods and documentation will be an unmeasurable advantage. For example, all Requests for Information submissions will be accompanied by proposed solutions and/or suggestions to minimize potential costs and to maximize efficiency for the purpose of maintaining the project schedule. • Performing the street utility scope of work during the foundation process will allow the site contractor to maintain equipment and personnel onsite. This reduces the equipment down time and performs utility work in conjunction with the foundations. • An expedited weather-tight building envelope gives you the ability to start the electrical scope of work roughing in advance to conventional means. • Utilizing lean construction scheduling methods we achieve better quality with less scheduled time to complete the work. Quality Management Pre-Construction Meetings Two weeks prior to mobilization of any subcontractor the Project Manager and Onsite Foreman is required to attend a preconstruction meeting. At this meeting the subcontractor's personnel are oriented to the project, their specific scope of work is reviewed for content and execution, the project schedule is reviewed and accepted by the subcontractor, safety and housekeeping requirements are reviewed. Construction Indoor Air Quality Management Managing air quality starts at the ductwork manufacturing facility. All material is cleaned at the fabrication shop and sealed with polyethylene plastic to be ready for shipment to the project. When the ductwork is received at the site, the poly is repaired if necessary before distribution. At the end of each working day any open ended ductwork installed is resealed with poly. If for any reason the poly is not installed, missing and/or removed, the subcontractor is required to clean the interior of the ductwork and seal it. After each individual HVAC system is DELLBROOK IJ KS completed, but before occupancy, measures are taken to insure that the HVAC systems are not operated until construction cleaning has been performed. This sequence of operation is meant to prevent unnecessary dust contamination in the ductwork and HVAC equipment. If it is necessary to operate these systems out of sequence, pre-filters at the return registers and construction filters at the equipment are utilized. The equipment construction filter should be left in the unit fan coil and changed upon occupancy of the unit by the future tenants. Safety and Housekeeping Practices Dellbrook develops a site specific safety plan (SSSP) that identifies and addresses all of the operations to take place on site that have risk associated with them. This plan meets or exceeds OSHA standards and is made part of each sub's contract. We also require each subcontractor to develop and submit their own SSSP showing that they have reviewed and are aware of any hazards associated with their work. Prior to the start of work by any subcontractor a Hazardous Risk Assessment Plan is reviewed. During this review all potential hazardous work requirements and the safety plans required to mitigate these risks are confirmed. Housekeeping and project hygiene are critical to a high quality project and an expeditious completion date. Weekly Project Foreman Meetings are held and each subcontractor onsite is required to have a representative attend this meeting. Safety and Housekeeping are just two of the many subjects discussed on a weekly basis. Moisture and Mold Mitigation The mitigation process is started by the education of our Field Management Staff to identify potential sources of moisture and mold concerns early on. Through the proper scheduling of material deliveries that have a high potential for moisture damage, proper storage and protection of these materials will be provided for. First inspections of building materials (i.e. wood framing, drywall, etc.) to ensure we are not receiving materials that have already been exposed to moisture that indicate signs of mold growth. Rapid response procedures to water events during construction will be implemented. Follow-up inspections after water events are performed by teaming with an environmental hygienist to monitor potential areas of concern. Utilizing predetermined procedures for proper removal of contaminated materials and documentation of actions taken. First Inspections 1DELLBROOK1JKS A first inspection consists of a copy of the approved as-noted submittal for the proposed construction material, equipment and/or finishes. Prior to accepting and allowing the materials to be delivered or used, the material is inspected for conformation with the approved as noted submittal. If the materials are found to be deficient and/or incorrect the material is not allowed on the project. This process eliminates the use of inferior materials and delays to the project due to potential removal and replacement of materials. Bench-Mark Construction At each critical phase of the construction process the work in place is reviewed as the bench-mark for quality and correct execution of the work. The bench mark construction is reviewed by the entire project team prior to continuing with the construction. Lean Construction Scheduling This project has multiple similar construction activities and/or units that repeat throughout the schedule. The activities required to complete a single unit are identified to the smallest of activities. During the work required to complete this single unit the activities are verified for time and quality. The construction personnel work as a team, in the same order repeating their individual work activities as a group. This process is repeated and insures the project schedule duration and quality are maintained. LEED / Green Construction Methods Though the architect generally drives the LEED / Green requirements and practices to be followed, Dellbrook is proud of its sustainable projects track record as evidenced by our passed projects and will work together with the entire team from beginning to the end to ensure the project meets or exceeds all expectations and goals. NFPA 241 Plan Dellbrook / JKS will work with Cape Cod 5 to develop and implement a site specific NFPA 241 plan. We will work with the local fire chief to ensure all necessary measures are put in place to ensure a safe project from start to finish. DELLBROOK I1 KS Signature page; I have reviewed the above proposed CMP and logistics plan dated 10/4/17 for the 1520 lyannough Road project and to the best of my knowledge meets the requirements of the Town of Hyannis and state of Massachusetts guidelines and applicable regulations. Required permits to perform the work are the responsibility of the contractor to obtain. Submitted by; Date; Dana Marcotte Const. Supt. Construction manager; Dellbrook/JKS Approved by; Date; Town of Barnstable Hyannis MA DELLBROOK I J KS Cape Cod 5 NFPA 241 plan BARNSTABLE FIRE PREVENTION Site Specific ( NFPA 241 PLAN 1 Cape Cod Five Cent Savings Bank 1520 lyannough Road (Route 132) i Hyannis MA 02601 OWNER: Cape Cod 5 1 LOCATION: 1520 lyannough Road, Hyannis MA 02601 Date: 10.5.2017 Barnstable Fire District Contractor: Dellbrook/JKS Construction ; Requested by: Chief Pulsifer, Deputy Chief Pfautz Report NO. 2017-10-5 AHJ: AHJ: Date: 10/5/17 Barnstable Fire Department Barnstable Fire Department 3249 Main Street 3249 Main Street Barnstable MA 02630 Barnstable MA 02630 Owners Fire Protection Program Manager& Representative: Michael Canina Cape Cod 5 P.O. Box 10 19 West Road Orleans MA 02653 By: 10/6/2017 Michael Canina, Cape Cod 5 Fire Protection Program Manager: Dana Marcotte, Site Superintendent Dellbrook/JKS 15 Research Road East Falmouth MA 02536 By: 10/6/2017 ' Dana Marcotte, Fire Protection Program Manager • Reference:NFPA Standard for Safeguarding Construction,and Demolition Operation 2013 Edition pg.1 DELLBROOK I J KS Cape Cod 5 NFPA 241 plan Abstract This Report utilizes the applicable code references established by the National Fire Protection Association NFPA 241 sections that are relevant to this project at 1520 lyannough Road, Hyannis MA. This Fire Protection Program outlines the minimum safeguards being implemented by the Contractor Dellbrook/JKS and the Owner—Cape Cod 5. Included as attachment are the normal safeguard outline in the Dellbrook/JKS Standard Operating Procedures(SOP) based on training provided to all personnel by the Dellbrook/JKS Safety Department. This FPMP is formatted base on the NFPA 241 relevant chapters that affect the prosecution of the construction outline herein. All personnel signatory to the document have been briefed and trained as to their individual responsibilities to effectuate a safe working environment. Along with the information contained here the Contractor Dellbrook/JKS complies with their legal responsibilities' as outlined US Department of Occupational Safety& Heath Administration. ( OSHA) Description of Project This project consists of constructing a 61 unit apartment building at 132 Chestnut Hill Ave in Brighton MA 02135 The proposed project consists of the demolition of the existing 32,255sf retail building at 1520 lyannough Road and a 5,904 sf building at 131 Attucks Lane. The two parcels combined will equal 8.7 acres. This creates the site to construct a the new two story 78,220 sf office building (inclusive of a basement and a 1,850 sf retail branch) and additional courtyard,terrace, and patio. We will also construct a two level parking structure with 99,000 sf of raised or covered parking deck. Extensive renovations to the site entries, parking, and driving areas with major landscaping improvements. The building structure itself is concrete foundation with two stories of structural steel frame with composite concrete slabs on steel decking. The roof will be EPDM membrane with and added structure on the roof to support the photovoltaic panels. The exterior envelope is made up of several materials, some being aluminum curtain wall, light gage metal framing and panels. There are two elevators and three stairways within the office building main structure. The building will have complete fire protection systems installed for detection, notification, and suppression of smoke and fire. Sprinkler and fire alarm systems will meet all of the NFPA requirements and will be designed by a licensed professional. No Impairments are required to the Life Safety Systems because they are new. Site: The site will combine two parcels to equal one 8.7 acre lot.There are two existing structures that will be remove completely to make room for a 100,000 gsf three story parking garage and a 78,000 gsf office building. Cut and cap of the existing utilities will be complete prior to removing the existing structures.The site perimeter will have a temporary fence with four gates for security and controlled site access. Erosion control will be install to control mitigation of materials out of the work area and protect the surrounding wet lands. Proper signage will be installed to direct traffic to the areas made available for deliveries and material storage. Once the temporary fence and silt control is in place we pg.2 DELLBROOK I J KS Cape Cod 5 NFPA 241 plan will clear and grub the area inside the limits of work to prepare for the installation of foundations and site utilities. Daily inspections of equipment being used on site will help insure the safety of the workers. High vis outerwear will be required for all workers on site.Access will remain clear around the building for fire department access in case of an emergency. New utilities will be coordinated with the local authorities for inspections and to ensure we meet the project schedule. Dellbrook/JKS will have a temporary office trailer on site for project staff, meetings, and will also be the emergency evacuation muster location in case of an emergency on site.The site will be kept clean and stored materials will be maintained in an orderly manner. Hazard analysis shall be done on all activities to be performed on site prior to the work taking place. Building Code: Massachusetts State Building Code, 8th Edition CMR 780- CMR 527- Fire Protection regulations(January 2015 addition) CMR 248—fuel gas and plumbing code (December 2014 addition) CMR 524—Elevator regulations (July 2010 addition) CMR 521—Mass Architectural access board (MAAB January 2006 addition) IMC—(2009) NEC—CMR 527 CH 12 (NFPA 70 2014 addition) Mass stretch energy code IEC code (2009 addition) ADA(2010 addition) Occupancy Use Group: B—Business(office space) S-2 storage(parking garage) Construction Type 509.2: Building structure— Type IA Office Building square footage: Basement floor level= 13,750 GSF 1st floor level=32,500 GSF 2nd floor level=32,500 GSF Total Building Size= 78,750 total GSF Parking garage square footage: is`floor level =33,333 GSF 2nd floor level =33,333 GSF 3rd floor level=33,333 GSF Total building size=99,999 total GSF Stories: 2 stories=30' (the measurement is an average from the grade around the building to the roof) pg.3 �I Y DELLBROOK 1 ) KS Cape Cod 5 NFPA 241 plan Fire Protection Design Standards 1. NFPA 13 Installation of sprinkler Systems 2007 Edition 2. NFPA 72 National Fire Alarm Code 2007 Edition 3. NFPA 241 Safeguarding Construction,Alteration and Demolition Operation 2009 4. NFPA 10 Portable Fire Extinguishers 5. NFPA 1 Fire Code Fire Protection Contractors Type Contractor Permit Sprinkler TBD Not applied for yet Fire Alarm Installer TBD Not applied for yet Testing &Monitoring Not applied for yet Company TBD Bi—Directional Amplifier TBD Not applied for yet Barnstable Fire Prevention Fire Chief- Francis M. Pulsifer Deputy Fire Chief—Richard P. Pfautz DELLBROOK/JKS Construction Barnstable Fire Prevention Permits Type Number Dumpster Not applied for yet Demolition Not applied for yet Foundation/structural steel Not applied for yet Construction Not applied for yet Burning—welding Not applied for yet Temporary heat Not applied for yet Fuel storage Not applied for yet Smoke Bagging Not applied for yet Sprinkler system Not applied for yet Fire Alarm system Not applied for yet BDA system Not applied for yet Fuel storage permit for Garage Not applied for yet pg.4 I ; DELLBROOK 11 KS Cape Cod 5 NFPA 241 plan Town of Barnstable departments Title Name Phone# Building commissioner Brian Florence Building Inspector Jeffry Lauzon Electrical Inspector TBD Plumbing/Mechanical Inspector TBD Barnstable Water department Thomas J. Rooney DPW TBD Health Department TBD Conservation Commission TBD Police Department TBD Town of Barnstable Permits Permit Department Permit# Temporary office trailer Building department Mobilization/Temporary fence Building department Dumpster Building department Demolition Building department Foundation/Steel erection Building department Building permit Building department Trench permit Building department Septic system removal Health department Temporary electric permit Building department Electric permit Building department Plumbing permit Building department Gas permit Building department Sewer system permit Health Department Street opening permit DPW HVAC/sheet metal permit Building department C of 0 ALL departments Fire alarm permit Building department Sprinkler permit Building department pg.5 DELLBROOK I 1 KS • Cape Cod 5 NFPA 241 plan NFPA 241 ACTION PLAN Fire Alarm FACP PANEL Daily New construction Install temporary local detector Smoke/CO detectors NFPA 241 Safeguarding Construction,Alteration and Demolition Operations 2009 Note:Areas identified therein are relevant to the work be prosecuted by Dellbrook/JKS at 1520 lyannough Road, Hyannis MA 02601 Chapter Section Title Description 1 1.3 Purpose Minimum Standard to Safeguarded Construction. Dellbrook/JKS and Cape Cod 5 have reviewed the requirements'of NFPA 241 and will make all efforts to comply fully with the guidelines 2 - All All referenced NFPA Codes will be Identified and complied with as a part of the Plan 3 - All All definitions are to be determined as being clear and understood by all parties. 4 4.2 Temporary • Temporary storage trailers on site away from any Construction building structures • Office Trailer on Site • Temporary fencing • Protection of walls will be of materials permitted and submitted to the Barnstable Fire Department for Permitted use • Floor covering will be submitted to the BFD permit as needed 4 4.3.4 Fire Extinguishers • 10#ABC Extinguishers fully charged and tagged will be distributed throughout the project work area as required by code • All Fire Extinguisher locations will have the proper signage as outlined in NFPA 1 FIRE CODE. 4 4.4 Equipment No combustion equipment will be use inside the building at any time. 5 Process Hot Work • Hot work will be required in the basement,lst, & and 2nd floor level that is type 1B non- Hazards combustible protected • When Hot work is required a Letter will be issued pg.6 f - 1 DELLBROOKI ,IKS Cape Cod 5 NFPA 241 plan by the owner granting permission will be obtained and filed with a HOT WORK Permit application to Barnstable Fire prevention for approval by the District Chief • NO WORK WILL COMMENCE UNTIL PERMIT HAS BEEN ISSUED by Barnstable Fire Dept • Permit will be posted in the Construction Office • Barnstable Fire Details will be requested, if determination is made by the District Chief • Dellbrook/JKS will also implement their burning /welding/cutting SSSP permits as described in their SSSP 5 5.2 Temporary Heat Temporary heat will be required for the installation of foundations. Diesel fuel fired ground thaw units will be used. Dellbrook/JKS to submit cuts on equipment proposed to be used • Temporary heat for building finishes TBD if needed.A plan will be submitted if necessary 5 5.3 Smoking • Dellbrook/JKS does NOT allow smoking on the job site. • The regulations of both the Barnstable Fire Department& Public Health commission will be followed. • NO SMOKING will occur within 20 feet of the building. • Dellbrook/JKS has designated smoking areas away from the buildings 5 5.4 Waste Disposal • All construction debris will be removed from the building daily • Dumpster will be utilized for disposal as permitted • MGL and transferred by a licensed disposal contractor in the proper manner 5 5.4.4 Trash Chute • Not used on this site 5 5.5 Flammable& • NO Gases or Combustible materials will be Combustible Gas stored in the building after work hours • Materials will be removed and storage as required by NFPA 30, Proper OSHA Approved Cabinets/cages and signage will be provided • Class I and Class II materials will be stored separately 6 6.1 Electrical All construction—operations electrical wiring for lighting, heat, power will be in full compliance with NFPA 72 6 6.1.1.1 Devices All Electrical devices will be UL listed approved and maintained in a manner free of damage 6 6.1.1.2 Cords • Extension Cords shall be maintained free of pg.7 ` . DELLBROOKI JKS Cape Cod 5 NFPA 241 plan 6.1.1.3 damage • If found to be in question the cord will be cut up and destroyed • Same goes for tool and equipment cords 6 6.1.2 Temporary Wiring Only UL listed, NFPA 72 Material will be allowed. GFCI protection devices will be used on ALL power use in construction areas 6 6.1.2.1 Branch Circuits All power will originate from the temporary power panels 6 6.1.2.4 All runs will be fully protected from damage in travel areas and not subjected to physical damage. 6 6.1.3 Temporary Lighting • All Temporary lights will have approved guards to prevent damage, danger to personnel or fire potential • Only heavy duty cable will be utilized 6 6.1.3.6 Removal All temporary Lighting will be removed upon completion of work 7 FIRE PROTECTION 7 7.1 Safety Program This Document represents the safety Program being 7.1.1 implanted by the project team of Dellbrook/JKS Construction and Cape Cod 5 7 7.1.2 Good Housekeeping • Dellbrook/JKS takes good housekeeping very seriously and considers it a safety issue • This project is a new building.The construction debris and trash are removed from the construction area daily. • On site Dumpster is removed daily or as needed depending on volume. • The dumpster is located a minimum of 10' away from the building and the Barnstable Fire Dumpster permit is will be in place 7 7.1.2 On Site Security • Cape Cod 5/Dellbrook/JKS will have cameras located on the site recording 24/7 • 7 7.1.2 Fire Protection System 7 7.1.2 Sprinkler • A new sprinkler system and standpipes are being installed throughout the building and stairways. • The standpipes will be install ASAP for fire department use during construction • Permits will be issued by Barnstable Fire Prevention to execute this work • 7 7.1.2. On Site Training • The training of on-site personnel has been instituted by the FPPM and the Owners FPPM pg.8 DELLBROOK I J KS Cape Cod 5 NFPA 241 plan when they are on site • All personnel have been directed to call 911 in case of Fire or any Emergency. • In case of Fire notify the FPPM immediately • Vacate the Building • FPPM will meet responding Barnstable Fire Personnel and report the nature and Location of the Incident to the Officer in Charge. • Go to the Muster Area that has been designated which is the Dellbrook/JKS office trailer • Each Sub contractor provide a head count. • NO personnel are allowed to re-enter the building until the Barnstable Fire Department has issued the all clear. Pre-fire Planning Dellbrook/JKS Construction will have periodic meetings with District Chief. Communication • The primary Notification in case of fire or accident is the call to 911 • Site Radios are utilized as well as cell phones in the case of Medical non-emergencies or police assistance Special Hazard • Asbestos abatement is to take place before other trades arrive on site. • There is some VAT tile and caulking on the exterior control joints • Proper signage is posted as required by law • Licensed monitors are hired to monitor the air quality and envelope integrity throughout the process. • No removal of barriers or access will be allowed until the monitor has confirmed the area is 100% clean and compliant. Protection of Existing • All normal precaution have been implemented Structure to protect the 131 Attucks Lane existing building life safety systems,fixtures, equipment, occupants and personnel until such time as it is vacated and demolished • Construction activities will be monitored to ensure it does NOT impact adjacent property or buildings 7 7.2 Owners Responsibility 7 7.1.2 • Owners Fire Protection Manager Michael Canina 19 West Road Orleans MA 02653 • Michael is signatory to this submission to Barnstable Fire Prevention pg.9 r • 'T' DELLBROOK I J KS Cape Cod 5 NFPA 241 plan • OFPPM has been trained in all aspect of the Fire Protection Program being implemented through this document. • Mr. Michael Canina is the owners site representative and is the reasonable party of record. 7 7.2.1.3 Inspections Joint Inspections will be conducted by: Dana Marcotte, FPPM - Dellbrook/JKS & Michael Canina of Cape Cod 5 7 7.2.4.4 Schedule Inspection Bi-Weekly 7 7.2.4.5 Responsibilities' • Keep Record of All Permits Owner FPPM • Make sure all permits are current • Make sure permits are posted 7.2.4.6 • Oversee the installation of new fire protection devices during construction process. • Participate in final testing of new fire protection systems 7 7.2.5 Site Security • Site staff are employees of Dellbrook/JKS • All personnel are have full knowledge of the ongoing construction activities • Cameras will record any after hour activities • The FPPM's are e available by cell 24/7 • In the Case of emergency all are notified to Call 911 7 7.3 Installation,Testing& The Following Codes have/will be followed: Maintenance • NFPA 10 Fire Extinguishers 2013 • NFPA 13 Installation of Sprinkler Systems 2013 • NFPA 14 Installation of Standpipe 2013 • NFPA 30 Flammable and Combustible Liquids 2012 • NFPA 51B Standards for Cutting, Burning& Welding&Other Hot Work • NFPA 70 National Electrical Code 2011 • NFPA 70E,Work Place Electrical Code 2012 • • NFPA 80 Standards for Fire Doors&other Operatives • NFPA 1012012 • NFPA 1 Fire Code • NFPA 701 Standards for Fire Tests for Flame Propagation of Textiles& Films 2012- 7 7.4 Master Box&Central • The new Building will be equipped with a Master Station Box and the FACP that will be monitored by an Alarm Central Station • pg.10 r DELLBROOK I J KS Cape Cod 5 NFPA 241 plan 7 7.5.1 Boston Fire Access • Barnstable Fire Response is location is Attucks Lane entrance • FPPM will make sure that access to the building is maintained at all times Barnstable Fire District is aware of this location and specifics about access around the building 7 7.5.2 Meeting BFD • During Construction hours the FPPM's will meet Barnstable Fire at the aforementioned location • 7 7.5.5 Emergency Vehicle • All Fire Lanes are marked Access • No Parking is allowed in the area of the Fire Lanes • 40'-0"turning radius are maintained for apparatus responding 7 7.5.5.6 Signage • "NO PARKING "signs are posted in accordance with Barnstable Fire District recommendation 7 7.5.6 Stairs • All stairways are new and will be made safe as each floor is framed • New standpipes and hose connections will be located on each floor in each of the three stairways 7 7.5.6.3 Stair lighting • All stairways will have temporary lighting and will be fully illuminated 24/7 7 7.5.6.5 Stair Signage • All stairs will have NFPA 101 signs • level • tower identification • Access to roof if applicable 7 7.5.7 Elevators • The 2 new Elevators will not be used during construction for hoisting materials or manpower • Safety around the shafts will be maintained daily 7.5.8 Hydrants • Hydrants and Siamese connections will be installed were located on the approved drawings 7 7.5.8.1 Hydrant access/use • Clear access from the street is provided 7.5.8.2 • The Hydrant is located within 100'-0" of the Fire 7.5.8.3 Connection • 7 7.6 Standpipes • ALL standpipes and connections are new and will be installed as the construction schedule allows • Standpipes will be located in each stairwell • FD Connections will be located on each floor 7 7.7 First Aid—Fire Fighting • The building will be fully sprinkled when Equipment complete • Stairway#1 will have temporary standpipe and pg. 11 r • DELLBROOK I 1 KS Cape Cod 5 NFPA 241 plan hose connections on each floor • Fire extinguishers will be located on each floor in ALL stairways • A first aid station and eye wash will be located in the office trailer on site. 7 7.7.1 Fire Extinguishers • Additional fire extinguishers will be provided as required for the work being performed in any specific area under construction • Throughout any area under construction • Marked in Accordance with NFPA 101 • One located at each Stair 7.7.2 Tool house/Shanty • Temporary Storage areas may be installed in the basement area. 7 7.7.3 Sprinkler Coverage • Building will be equipped with NFPA 13 fully compliant system prior to occupancy 7 7.8 Means of Egress • All Means of Egress will remain fully open and usable during all times 8 Scaffolding,Shoring& • ALL scaffolds, shoring and form work will be Forms submitted and approved by a licensed engineer or competent person 8 8.2 Scaffolding • boom lifts will be utilized in the installation of Swing Type/boom the exterior envelope components of the lifts building • Scaffolding will be Designed/Engineered in accordance with OSHA standards • Engineered by the Installing Contractor • All personnel will be trained in the specific manufacturer of equipment being used. • Daily inspections will be performed by the designated competent person responsible prior to anyone using the lift or staging. 8 8.3 Const/Equipt Storage 8 8.3.1 Storage • Minimal storage will be allowed on site. • Storage areas will be allowed in metal storage containers away from existing structures • All materials will be stored properly according to NFPA and OSHA applicable guidelines. • Material storage will be discussed with Barnstable Fire District Chief 8 8.7.2.2 Fire Suppression • A Fire Hydrant is readily accessible in the rear of Water the site • Fully sprinkled building prior to occupancy • FD hose connections will be in all stairways 9 9.3 Roofing Operation • No hot work Roofing is anticipated with this project • The new roof system is TPO fully adhered pg.12 r —s II DELLBROOK I JKS Cape Cod 5 NFPA 241 plan 9 9.3.2 Openings, Penetration • All openings 2" or larger will be covered and clearly marked as required by OSHA • Daily safety inspections, pre-planning and Hazard analysis meeting with all subs will allow a plan to be put in place prior to creating the hazard. 10 10.2 Special Precaution • No hazardous materials were identified in the preconstruction surveys 10 10.3 Temporary Heat • Temporary heat will be needed through the winter months to continue to excavate, install concrete foundations, and then back fill. • Our winter condition plan will be review with the BFD/ISD to ensure we have a safe and best practices plan in place prior to starting the plan • Two ground thaw diesel boiler units will be used • Proper permits for temporary heaters and fuel storage will be applied for as required by BFD and ISD. • Only trained or licensed personnel will work on the equipment as required by law. 10 10.5 Smoking • Not Allowed on site as specified herein accept in designated smoking areas away from the buildings 10 10.6 Electric • Glynn Electric will be installing a 3 phase temporary power service for use on the site. • All temporary power provided on site for use on tools and equipment will be GFCI protected 10 10.6.2 Gas • A new gas service will be provided to the building during the construction process. 10 10.8 Fire Protection During • Hydrant meter and hoses will be provided on Demolition standby as needed • Fire station will be sent notice of work to take place. • 11 11 Underground/ • Areas of Chapter 11 applicable. compartmentalization/ • January 12016 new OSHA regulations were put confined space in place • Dellbrook/JKS employees have been trained. • ANY work designated as"confined space work" Will only be allowed by permit after a plan has been submitted, reviewed and approved by a qualified person or persons. pg.13 DELLBROOK I JKS Cape Cod 5 NFPA 241 plan Attachments Item Reference Dellbrook/JKS CMP(Const. Management Plan) Dellbrook/JKS Logistics plans Dellbrook/JKS—Cape Cod 5 NFPA 241 plan Dellbrook/JKS Site Specific Safety Plan (SSSP) Dellbrook/JKS burning/welding/cutting plan Dellbrook/JKS/Baxter Nye SWPPP Dellbrook/JKS QA/QC plan Dellbrook/JKS site/safety orientation program Dellbrook/JKS weekly safety meetings Dellbrook/JKS 3 week look ahead schedules Dellbrook/JKS Job Hazard analysis program End of Document Distribution: Destruction Statement: Town of Barnstable Inspectional Service No Restrictions Barnstable Fire Prevention Dellbrook/JKS Cape Cod S pg.14 4 e • (ii1HE tois r • + • + BARNSTABLE, • � ,0�' • Town of Barnstable RFD A'l� Building Department Services Brian Florence,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1 'rlk cop -J..;v a c C5 cPs-A410 ml,t I, cilTM r - IN Weft-- • /-/ s Y,-(7 ,as Owner of the subject property hereby authorize l ?-0 D14-1/11'% . to act on my behalf, in all matters relative to work authorized by this building permit application for: K i> 69wrJduIr14 p'iAr%7 (Address of Job) 1 • i(49, 1 l ' 11— Signature of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 08/16/17 The Commonwealth of Massachusetts Department of Industrial Accidents 'i Office of Investigations - c 600 Washington Street Boston, MA 02111 ''k.. www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Dellbrook JK Scanlan Address: 15 Research Road City/State/Zip: East Falmouth, MA 02536 Phone#: 508-540-6226 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 employees(full and/or part-time).* have hired the sub contractors 6. ®New construction listed on the attached sheet. 7. Remodeling 2.❑ I am a sole proprietor or partner- ship and have no employees These sub contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp.insurance comp. insurance.t TBD 9. ❑ Building addition required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 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`contractois 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. T: : m. Insurance Company Name: Traveler's Indemnity Company of CT Policy#or Self-ins.Lic.#: UB 3H613658 - _ Expiration Date: 7/1/2018 Job Site Address: 1520 lyannough Road City/State/Zip: Hyannis, MA 02601 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 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 andpenalties of perjury that the information provided above is true and correct. Signature: ( Date: 10/30/2017 Phone#: 508-294-6174 ea 7r�~ 6 � c 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#: ACC CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) ‘.....---' 9/21/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must 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 NAME:CONTACT Maria McNulty Alliant Insurance Services, Inc., PHONE 617-535-7200 FAX 131 Oliver Street,4th Floor (A/C No.Fxt)• (A/C.Nor 617 535 7205 Boston MA 02110 E-MAIL ADDRESS: y@ Maria.McNult alliant.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Allied World National Assurance Corn 10690 INSURED INSURER B:The Travelers Indemnity Co 25658 Dellbrook JK Scanlan INSURER C:Travelers Indemnity Company of CT 25682 One Adams Place INSURER D:Starr Indemnity&Liability Company 38318 859 Willard Street Quincy MA 02169 INSURER E:Navigators Insurance Company 42307 INSURER F.: COVERAGES CERTIFICATE NUMBER:825302784 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER (MMIDD/YYYY)1(MMIDD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY Y 0308-4515 7/1/2017 7/1/2018 EACH OCCURRENCE $1,000,000 I DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $300,000 X XCU MED EXP(Any one person) $10,000 X Contractual I PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: 1 _ GENERAL AGGREGATE $2,000,000 POLICY X PECOT- LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ B AUTOMOBILE LIABILITY Y 810 3H608117 7/1/2017 7/1/2018 COMBINED SINGLE LIMIT $ (Ea accident) 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED INJURY(Per er accident) $: ._ AUTOS AUTOS ;;1 - - _.. NON-OWNED PROPERTY DAMAGE -THIRED AUTOS .. AUTOS : '. (Per accident) $ xt v $ e - D UMBRELLA LIAB X OCCUR Y .. 1000584533171 .. w>., 7/1/2017 „ 7/1/2018 EACH OCCURRENCE $10 000 000 'r X EXCESS LIAB CLAIMS-MADE `-' - ` AGGREGATE- _ $10,000000 _ - . - DED RETENTION$ $ -- - - C WORKERS COMPENSATION - UB 3H613658 7/1/2017 7/1/2018 X •PER- OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 E Excess Liability IS17EXC7114561V 7/1/2017 7/1/2018 Each Occurrence 15,000,000 Aggregate 15,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Re:JKS Job#1724, Cape Cod 5 Headquarters, 1520 lyannough Road, Hyannis, MA 02601. The Cape Cod Five Cents Savings Bank is included as Additional Insured as required by written contract and executed prior to a loss, but limited to the operations of the Insured under said contract,with respect to the Automobile, General Liability and Umbrella/Excess Liability policies. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE The Cape Cod Five Cents Savings Bank THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 10 ACCORDANCE WITH THE POLICY PROVISIONS. Orleans,MA 02653 • AUTHORIZED REPRESENTATIVE Cildtiftte#jtt°1 fr-- ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) -- The ACORD name and logo are registered marks of ACORD ' Bond No.: 6041003229 LICENSE OR PERMIT BOND KNOW ALL MEN BY THESE PRESENT: ,k That we, Delibrook/JK Scanlan as Principal,and United States Fire Insurance Company a corporation organized under the laws of the State of DE with its principal office in the City of Morristown, NJ as Surety,are held and firmly bound unto Town of Barnstable as Obligee, in the full penal sum of Three Thousand Dollars and 00/100 Dollars ($3,000.00 ),lawful money of the United States,for the payment of which,well and truly to be made,we bind ourselves,our heirs,executors,administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the above bounden Principal has obtained or is about to obtain from the said Obilgee a license or permit for Road Opening Permit Bond - Ref: Cape Cod Five Cents Savings Bank Headquarters ;and the term of said license or permit is as indicated opposite the block checked below: X❑ nin 7th f November 2017 Beginning the �Y o ,and ending the 7th day of November 2018 ❑ Continuous,beginning the _day of WHEREAS,the Principal is required by law to file with Town of Barnstable a bond for the above indicated term and conditioned as hereinafter set forth. NOW,THEREFORE,THE CONDITION OF THIS OBLIGATION IS SUCH,That if the above bounden Principal as such licensee or permitee shall indemnify said Obligee against all loss,costs,expenses or damage to it caused by said Principal's non-compliance with or breach of any laws, statues,ordinances,rules or regulations pertaining to such license or permit issued to the Principal,which said breach or non-compliance shall occur during the term of this bond,then this obligation shall be void,otherwise to remain in full force and effect. PROVIDED,that if this bond Is for a fixed term,it may be continued by Certificate executed by the Surety hereon;and PROVIDED FURTHER,that regardless of the number of years this bond shall continue or be continued in force and of the number of premiums that shall be payable or paid,the Surety shall not be liable hereunder for a larger amount,in the aggregate,than the amount of this bond,and PROVIDED FURTHER,that if the Surety shall so elect,this bond may be cancelled by the Surety as to subsequent liability by giving thirty(30)days notice in writing to said Obligee. J. 7th November, 2017 _ F' +~ Signed,sealed and dated this day of L ��� • Dellbrook/JK Scanlan f`� , " By (SEAL) United States Fire Insurance Company By (SEAL) Victori P Parkerson ,Attorney-in-Fact f i ✓ � l POWER OF ATTORNEY UNITED STATES FIRE INSURANCE COMPANY PRINCIPAL OFFICE-MORRISTOWN,NEW JERSEY 89144405618 KNOW ALL MEN BY THESE PRESENTS:That United States Fire Insurance Company,a corporation duly organized and existing under the laws of the state of Delaware,has made,constituted and appointed,and does hereby make,constitute and appoint: Kathleen M. Flanagan,Richard A.Leveroni,Russell M. Canterbury,Joann Dombrowski,Jessica L.Piccirillo, Steven E. Ou Suii:y Marion R. Vail, Woodrow M Baird,Diane M.Mo?a.ni Hilda J.Muratori, Victoria P.Palke/JOn each,its true and lawful Attorney(s)-In-Fact,with full power and authority hereby conferred in its name,place and stead,to execute,acknowledge and deliver: Any and all bonds and undertakings of surety and other documents that the ordinary course of surety business may require, and to bind United States Fire Insurance Company thereby as fully and to the same extent as if such bonds or undertakings had been duly executed and acknowledged by the regularly elected officers of United States Fire Insurance Company at its principal office, in amounts or penalties not exceeding: Seven Million, Five Hundred Thousand Dollars(S7,500,000). This Power of Attorney limits the act of those named therein to the bonds and undertakings specifically named therein, and they have no authority to bind United States Fire Insurance Company except in the manner and to the extent therein stated. This Power of Attorney revokes all previous Powers of Attorney issued on behalf of the Attorneys-In-Fact named above and expires on January 31,2018. This Power of Attorney is granted pursuant to Article IV of the By-Laws of United States Fire Insurance Company as now in full force and effect, and consistent with Article III thereof,which Articles provide,in pertinent part: Article IV, Execution of Instruments-Except as the Board of Directors may authorize by resolution,the Chairman of the Board,President, any Vice-President,any Assistant Vice President,the Secretary,or any Assistant Secretary shall have power on behalf of the Corporation: (a) to execute,affix the corporate seal manually or by facsimile to, acknowledge, verify and deliver any contracts,obligations, instruments and documents whatsoever in connection with its business including, without limiting the foregoing, any bonds, guarantees, undertakings, recognizances, powers of attorney or revocations of any powers of attorney, stipulations, policies of insurance, deeds, leases, mortgages, releases,satisfactions and agency agreements; (b) to appoint,in writing,one or more persons for any or all of the purposes mentioned in the preceding paragraph(a),including affixing the seal of the Corporation. Article III, Officers, Section 3.11,'Facsimile Signatures. The signature of any officer authorized by the Corporation to sign any bonds, guarantees, undertakings, recognizances,stipulations,powers of attorney or revocations of any powers of attorney and policies of insurance issued by the Corporation may be printed, facsimile, lithographed or otherwise produced. In addition, if and as authorized by the Board of Directors, dividend warrants or checks, or other numerous instruments similar to one another in form, may be signed by the facsimile signature or signatures, lithographed or otherwise produced, of such officer or officers of the Corporation as from time to time may be authorized to sign such instruments on behalf of the Corporation. The Corporation may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Corporation, notwithstanding the fact that he may have ceased to be such at the time when such instruments shall be issued. IN WITNESS WHEREOF, United States Fire Insurance Company has caused these presents to be signed and attested by its appropriate officer and its corporate seal hereunto affixed this 10`h day of March,2016. UNITED STATES FIRF.INSI[PANCE COMPANY Anthony R.Slimowicz,Senior Vice President State of New Jersey} County of Morris } On this 10th day of March 2016, before me, a Notary public of the State of New Jersey, came the above named officer of United States Fire Insurance Company,to me personally known to be the individual and officer described herein,and acknowledged that he executed the foregoing instrument and affixed the seal of United States Fire Insurance Company thereto by the authority of his office. SONIA SCALA NOTARY PUBLIC OF NEW JERSEY Sonia Scala (Notary Public) MY COMMISSION EXPIRES 3/25/2019 I,the undersigned officer of United States Fire Insurance Company,a Delaware corporation,do hereby certify that the original Power of Attorney of which the foregoing is a full,true and correct copy is still in force and effect and has not been revoked. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the corporate seal of United States Fire Insurance Company on the 7th day of November 2017. UNITED STATES FIRE INSURANCE COMPANY ' -) 19.4\1 CM) Bond No.6041003229 / Al Wright,Senior Vice President - .7 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION (3,5b�1'o Map)-✓✓ (2.54) Parcel b 0 bop sup Application # -/ ? — 3 1 I uhtv Health Division G 06pT ' Date Issued /"-/7 Conservation Division 94-- Nov op 20 Application Fee rpw �' Planning Dept. NQF8AfINS Permit Fee �/ 0 Date Definitive Plan Approved by Planning Board .AS' Historic - OKH _ Preservation/ Hyannis . / G '— Project Street Address / IYDu�h Roca Village 414.41Atia, ( ''4'`z r04-7-�oC— Owner Car, (9t& (e,i(1-5 1 i r1\ Address jq (iltSl iA of k s fl1A oz 3 Telephone 5D g .._,if�7 9 V Permit Request 01014 '�V`511Y� 6U1l�.fhA y J cos 5F' Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District A, Flood Plain Groundwater Overlay Project Valuationi96J OOO Construction Type Lot Size Qj• 7 aCi-e3 Grandfathered: ❑Yes 4/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: Cl existing ❑ new size _Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # 20I 7- Dios Recorded V Commercial ❑Yes ❑ No If yes, site plan review# Current Use all Proposed Use APPLICANT INFORMATION (D4)tØ (BUILDER OR HOMEOWNER) /37 Name �I- R D bra /3'kS Telephone Number (o17 0 2 // Address /.S 4___5 4 - -k • License # Oa �'• �iho `'t MA►/ 02-5 3 Co Home Improvement Contractor# Email 1t,>i`6a Pj.eJV 1 b t1�. FPS k WI Worker's Compensation # (JB 3e i 3( 5 -g ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL B TAKEN TO Au To00�ri, -dLbr,S All i Q (17ee1 cc 6oy4fi - Wide-) SIGNATURE DATE /D 3` 17 n; • FOR OFFICIAL USE ONLY APPLICATION # - DATE ISSUED MAP/ PARCEL NO. s- _ • ADDRESS VILLAGE OWNER • DATE OF INSPECTION: FOUNDATION FRAME INSULATION - FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING - 5 DATE CLOSED OUT ASSOCIATION PLAN NO. To_w_11, , ,,o_f_B_ arnstable Building 44*--;,....;\ , ,, , , , 'Post This itCard So Thatis Visible From'the Street Approved Plans'Must be Retained on Job and this Card Must>be Kept K ,,, Ir. $ Posted Until Final Inspection Has Been Mader n :a ,`,, , Ms Where a Certificate of Occupancy is Requrred,such Building shall Not be Occupied until a final fnspectron has%been"made i Permit w k .. e. Permit No. B-17-3818 Applicant Name: DANA R MARCOTTE Approvals Date Issued: 11/16/2017 • Current Use: Structure Permit Type: Building-Demolition Expiration Date: 05/16/2018 Foundation: Location: 15201YANNOUGH ROAD/RTE132, BARNSTABLE Map/Lot: 253-020-BOO Zoning District: HB Sheathing: Owner on Record: CAPE COD 5 CENTS SAVINGS BANK Contractor Name: DANA R MARCOTTE Framing: 1 Contractor License: CS-009144 Address: 19 WEST ROAD � i . = 2 ORLEANS, MA 02653 Est Project Cost: $ 190,000.00 Chimney: Description: DEMOLISH EXISTING BUILDING Permit Fee: $1,729.00 s Insulation: Project Review Req: \ �1 Fee Paid:,r $1,729.00 Date.. 11/16/2017 Final ��rp Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorize by this permit is commenced within sn months afterissuance. Rough Gas: All work authorized by this permit shall conform to the approved applicatiog andithe approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structuresshall be in compliance with the local zoning t or�r by laws and codes. Final Gas: 1 ; This permit shall be displayed in a location clearly visible from access streeoad and shall be maintained open for public inspection for the entire duration of the 5 work until the completion of the same. ., ' Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials ar'e provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: ,;, K Rough: 1.Foundation or Footing to % � ,.. .,,._ ., g 2.Sheathing Inspection Final: 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 Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT FRFa,`.. BARNSTABLE FIRE DISTRICT 8L1 .S °`� WATER DEPARTMENT • 1927 . �q Website: barnstablefiredistrict.com/water 1841 Phinney's Lane, P.O. Box 546 Barnstable, Massachusetts 02630 Phone: 508-362-6498 Fax: 508-362-9616 October 26, 2017 Mr. Michael Canina Facilities Project Manager The Cape Cod Five Cents Savings Bank\ P. O. Box 10 Orleans, MA 02653 RE: #1520 Iyannough Road/RTE 132 To Whom It May Concern: As of October 25, 2017 the above property's water meter has been removed by the Barnstable Fire District Water Department and the water service/fire line has been disconnected and capped by CC Construction. The.Water Department hereby grants permission for the water utility portion of the Demolition Permit to be completed. Sincerely, Thomas J. Rooney Superintendent I 1 EVERS=AURCE Eversource Energy ENERGY ERGY 247 Station Dr,SW 330,Westwood,Massachusetts 02090 11/09/2017 Cape Cod Five Cents Savings PO Box 10, Orleans,MA 02653 RE: 1520 Route 132,Hyannis, MA 02601 Work Order#: 2236898 To Whom It May Concern: At Eversource,we're committed to delivering great service. This letter serves as confirmation that, as of 11/08/17 there is no electric service provided by Eversource to the above address. Based on this information,there is no electric power at this address and you may proceed with the demolition. If you have any questions,please contact me at(781)441-3318. Sincerely, Ted Hooker-Humphries Customer Service Engineer I ESSC Eversource 247 Station Dr, SW 330 , Westwood, MA 02090 • Phone: (781) 441-3318 Fax: (781) 441-8765 Email: ted.hooker-hmphries@eversource.corn national r October 21, 2017 • Michael Canina 131 Attacks Ln Hyannis, MA 02601 To Whom It May Concern RE: 1520 Iyanough Rd,Hyannis,MA This letter is to confirm that National Grid has cut and capped the gas service,at the address above. I can be reached directly at 508-760-7484 should there be any further questions. ())4361 Patti Weldon nationalgrid Sr. Sales Rep.—Complex Gas Connections 127 White's Path S.Yarmouth,MA. 02664 508-760-7484 desk 508-400-5051 —cell 508-394-1109-fax patricia.weldon lnationalgrid.com r p1 Eil DELLBROOK . 1KS One Adams Place 1859 Willard St. I Quincy, MA 02169 1781.380.1675 15 Research Rd. I East Falmouth, MA 02536 1508.540.6226 Hello Dana, Comcast has removed and terminated our infrasture from 1520 lyannough Rd, Hyannis, MA. If you have any further questions or concerns feel free to call me. Sincerely, Gene Light Comcast—Project Supervisor 10 Old Townhouse Road, South Yarmouth, MA (508) 760-3400 x5633037 (617)-279-6045 Gene Light@cable.comcast.com ri, • I, ' �� Town of Barnstable �rF° Building Department Services Brian Florence,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder --11 € lVa 1-4tc cAkiii4e,v 'fir►-c— I, Gl-WAvro, -E'f- W• Vi — -s 1 , as Owner of the subject property hereby authorize '1-1-4Q--b o T) S to act on my behalf, in all matters relative to work authorized by this building permit application for: 15 V )),/i/3--MOOLA‘r4i- PsP (Address of Job) 0..„-IV.. (Zz________' It. t . 11- Signature of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 08/16/17 " Commonwealth of Massachusetts s ���, � Division of Professional Licensure `✓ Board of Building Regulations and Standards Const\uctriySiS'pervisor CS-009144 €1 mires 04/07/2020 i4,r` . DANA R MARGOTTE"' - ' 127 ACRE HILL RD "t. z BARNSTABLE MA 02630% t` i t‘ j 4a 1 Commissioner C/L Construction Supervisor Unrestricted-Buildings of any use group which contain • • less than 35,000 cubic feet(991 cubic meters)of enclosed Failure to possess a current edition of the Massachusetts • State Building Code is cause for revocation of this license. For information about this license Call(617)727-3200 or visit www.mass.gov/dpl • The Commonwealth of Massachusetts Department of Industrial Accidents is=•=visimas f 1ti, 1e. Office of Investigations r 600 Washington Street . w+'t ® °A Boston, MA 02111 ,0„,..,i www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Dellbrook JK Scanlan Address: 15 Research Road City/State/Zip: East Falmouth, MA 02536 Phone #: 508-540-6226 Are you an employer?Check the appropriate box: Type of project(required): I.❑ I am a employer with 4. ® I am a general contractor and I employees(full and/or part-time).* have hired the sub contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub contractors have g. Q 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 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 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.] *My 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. 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 • x employees. If the sub-contractors have:einployees,they must provide their workers'comp policynumber. -��' _ - r I aman employer that is providing workers'compensation insurance for my_employees. Below is the policy and job site information. _ r, . Insurance Company Name: Traveler's Indemnity Company of CT °- Policy#or Self-ins.Lic.#: UB 3H613658 Expiration Date: 7/1/2018 Job Site Address: 1520 lyannough Road City/State/Zip: Hyannis, MA 02601 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 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 der th ains and penalties of perjury that the information provided above is true and correct. Signature: 4t/ Date: 10/30/2017 Phone#: 508-294-6174 ea Kilyn �� 11 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#: AC R e CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYTY) k.....------ 9/21/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must 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 NAME:CONTACT Maria McNulty Alliant Insurance Services, Inc., PHONE 617-535-7200 FAX 617-535-7205 131 Oliver Street,4th Floor (A/C No.Ext)• (A/C.No): Boston MA 02110 E-MAIL y@ ADDRESS:Maria.McNulty alliant.com INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Allied World National Assurance Corn 10690 INSURED INSURER B:The Travelers Indemnity Co 25658 Dellbrook JK Scanlan INSURER C:Travelers Indemnity Company of CT 25682 One Adams Place INSURER D:Starr Indemnity&Liability Company 38318 859 Willard Street Quincy MA 02169 INSURER E:Navigators Insurance Company 42307 INSURER F: COVERAGES CERTIFICATE NUMBER:825302784 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER (MM/DD/YYYY) (MMIDD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY Y 0308-4515 7/1/2017 7/1/2018 EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $300,000 X XCU MED EXP(Any one person) $10,000 X Contractual I PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY X JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 'OTHER: I $ B AUTOMOBILE LIABILITY Y 810 3H608117 7/1/2017 7/1/2018 COMBINED SINGLE LIMIT $ (Ea accident) 1,000,000 X ANY AUTO I BODILY INJURY(Per person) $ ALL OWNED —, SCHEDULED I e - w AUTOS ,___ _:AUTOS;: • _ BODILY INJURY(Per accident) $ NON-OWNED .�— PROPERTY DAMAGE, 4 .HIRED AUTOS r. AUTOS _ r s' $, 1 .x'_ (Per accident) '"' - L $ .. D r';' UMBRELLA LIAB X, OCCUR Y 1000584533171 . „ _-7/1/2017 7/1./2018 EACH OCCURRENCE. $10,000,000 ittt , s X+ EXCESS LIAB = CLAIMS-MADE - - AGGREGATE $10,000,000 DED - --RETENTION-$ C WORKERS COMPENSATION ---- — - - -- $ _ UB 3H613658 I 7/1/2017 7/1/2018 PER ERH- AND EMPLOYERS'LIABILITY- ANY /N X STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 1 1 OFFICER/MEMBER EXCLUDED? N IN/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 E Excess Liability IS17EXC7114561V 7/1/2017 7/1/2018 Each Occurrence 15,000,000 Aggregate 15,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Re:JKS Job#1724, Cape Cod 5 Headquarters, 1520 lyannough Road, Hyannis, MA 02601. The Cape Cod Five Cents Savings Bank is included as Additional Insured as required by written contract and executed prior to a loss, but limited to the operations of the Insured under said contract,with respect to the Automobile, General Liability and Umbrella/Excess Liability policies. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE The Cape Cod Five Cents Savings Bank THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 10 ACCORDANCE WITH THE POLICY PROVISIONS. Orleans,MA 02653 AUTHORIZED REPRESENTATIVE (111A4tVti j4LA V‘..'"' ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD i DELLBRO. K I , KS DEMOLITION Subcontractors to be used as of October 30, 2017 at 15201yannough Road: CC Construction Northeast Services, Inc. r ' L. - l Quincy Office: One Adams Place, 859 Willard Street, Quincy, MA 02169 I t: 781-380-1675 Falmouth Office: 15 Research Road, East Falmouth, MA 02536 I t: 508-540-6226 �minio CCCONST-02 MVERTENTES ACORO° CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) �� 10/30/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER License#1780862 CONTACT NAME: Catherine Lawrence HUB International New England PHONE FAX 222 Milliken Boulevard (A/C,No,Ext):(508)235-2207 (A/C,No): Fall River,MA 02721 E-MAIL catherine.lawrence@hubinternational.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Firemen's Insurance Company of Washington,D.C. 21784 INSURED INSURER B:St.Paul Fire&Marine Insurance Company 24767 C.C.Construction,Inc. . INSURER C:Acadia Insurance Company 31325 15 Diamond's Path P.O.Box 1493 INSURER D:Markel Insurance Company 38970 South Dennis,MA 02660 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR' TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVD (MM/DD/YYYYI (MM/DD/YYYY) A X I COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE I X OCCURMAGE S TO N CPA509678513 07/01/2017 07/0112018 PR DAEMISE (EaRE occurrence)TED $ 250,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: -- GENERAL AGGREGATE- $ 2,000,000 POLICY! X I PE ! LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ A I AUTOMOBILE LIABILITY (Ea acccidentSINGLE LIMIT $ 1,000,000 X I ANY AUTO ;4 MAA5096788-14 07/01/2017 07/01/2018 BODILY INJURY(Per person) $ I OWNED t SCHEDULED - sz ,q.. j.. --=` _ - . .AUTOS ONLY AUTOS k-. a-- i -BODILY INJURY(Per accident) $ HIRED I NON-OWNED y.=. '-- - , - PROPERTY,DAMAGE = •AUTOS ONLY 'AUTOS ONLY- (Per accident).... $ X ' UMBRELLA LIAB B i X1 OCCUR i, EACH OCCURRENCE $ 10,000,000 I- I EXCESS LIAB CLAIMS-MADE �- ZUP15P1771517NF .: . 07/01/2017 07/01/2018 AGGREGATE $ 10,000,000 DED X i RETENTION$ 10,000 $ A I WORKERS COMPENSATION - X I PER -OTH- AND EMPLOYERS'LIABILITY STATUTE ER ANYPROPRIETOR/PARTNER/F>(ECUTIVE Y/N WPA509679213 07/01/2017 07/01/2018 1,000,000 OFFICER/MEMBER EXCLUDED? N N/A E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ C ;Equipment Floater CIM5101396-14 07/01/2017 07/01/2018 leased/rented 325,000 D Pollution/Environm MKLVIENV100337 07/01/2017 07/01/2018 each occ/agg 5,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) #1724 Cape Cod 5 Headquarters-Hyannis MA Dellbrook JK Scanlan,The Cape Cod Five Cents Savings Bank and all other parties as required by the written contract with JK Scanlan are included as additional insured as required by written contract and executed prior to a loss,but limited to the operations of the insured under said contract,with respect to the automobile,general liability&umbrella/excess liability policies. A waiver of Subrogation applies in favor of the additional insureds where required by written contract with respect to workers compensation,automobile,general liability and umbrella/excess liability policies.Additional insured forms attached. CG2018(0916)&CG2066(0916)apply. 30 days notice of cancellation applies. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Dellbrook JK Scanlan THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Falmouth Technology Park 15 Research Road East Falmouth,MA 02536 AUTHORIZED REPRESENTATIVE eius 5ajA 0324-fi%Ai ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD -----71 CCCONST-02 MVERTENTES ACOREY CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) �� 10/30/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER License#1780862 CONTACT NAME: Catherine Lawrence HUB International New England PHONE 1 FAX 222 Milliken Boulevard (A/C,No,Ext):(508)235-2207 (A/C,No): Fall River,MA 02721 E-MAIL catherine.lawrence@hubinternational.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Firemen's Insurance Company of Washington,D.C. 21784 INSURED INSURER B:St.Paul Fire&Marine Insurance Company 24767 C.C.Construction,Inc. INSURER C:Acadia Insurance Company 31325 15 Diamond's Path P.O.Box 1493 INSURER D:Markel Insurance Company 38970 South Dennis,MA 02660 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' IADDL SUBR POLICY EFF POLICY EXP " LTR# TYPE OF INSURANCE INSD WVD POLICY NUMBER tMM/DD/YYYY1 (MM/DD/YYYY) LIMITS A I X I COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 1 CLAIMS-MADE I X I OCCUR CPA509678513 07/01/2017 07/01/2018 DAMAGE TO NT I PREMISES(EaRE occurrence)ED 250,000 $I I MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 I GEN'L AGGREGATE LIMIT APPLIES PER: - GENERAL AGGREGATE $ 2,000,000 I POLICY I X I JECOT- 1 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 I OTHER: $ A j AUTOMOBILE LIABILITY Ea acBI debt)S INGLE LIMIT $ 1,000,000 -X I ANY AUTO MAA5096788 14 ^-, 07/01/2017 07/01/2018 BODILY INJURY(Per person) $ - • TT I.,-. 1 AUTOS ONLY OWNED I I AUTOS xz T BODILY INJURY(Per accident) $ x `• I HIRED NON-OWNED " ;^ j nr- -" PROPERTY DAMAGE 1 - _ AUTOS ONLY I 1 AUTOS ONLY : (Per accident) $ - 1 I ?: __ $ B l X ( UMBRELLA LIAB X OCCUR_ _ EACH OCCURRENCE rs $ 10,000,000 I EXCESS LIAB fl CLAIMS-MADE ZUP15P1771517NF 07/01/2017 07/01/2018 AGGREGATE $ 10,000,000 ' 10,000 ? DED j X , RETENTION$ $ A !WORKERS COMPENSATION X PER OTH- IAND EMPLOYERS'LIABILITY Y/N WPA509679213 07/01/2017 07/01/2018 STATUTE ER 1,000,000 OFFICER/MEMBER EXCLUDANY ED?ECUTIVE N N/A E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 I If yes,describe under 1,000,000 I DESCRIPTION OF OPERATIONS below _ E.L.DISEASE-POLICY LIMIT $ C (Equipment Floater CIM5101396-14 07/01/2017 07/01/2018 leased/rented 325,000 D (Pollution/Environm MKLVIENV100337 07/01/2017 07/01/2018 each occ/agg 5,000,000 i DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) #1724 Cape Cod 5 Headquarters-Hyannis MA Dellbrook JK Scanlan,The Cape Cod Five Cents Savings Bank and all other parties as required by the written contract with JK Scanlan are included as additional insured as required by written contract and executed prior to a loss,but limited to the operations of the insured under said contract,with respect to the automobile,general liability&umbrella/excess liability policies. A waiver of Subrogation applies in favor of the additional insureds where required by written contract with respect to workers compensation,automobile,general liability and umbrella/excess liability policies.Additional insured forms attached. CG2018(0916)&CG2066(0916)apply. 30 days notice of cancellation applies. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Dellbrook JK Scanlan THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Falmouth Technology Park 15 Research Road East Falmouth,MA 02536 AUTHORIZED D REPRESENTATIVE I IllltnnLi ACORD 25(2016/03) / ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ZD 0Q 0i °" The Vertex Companies, Inc. 400 Libbey Parkway Weymouth,MA 02189 PHONE 781.952.6000 I FAX 781.335.3543 www.vertexeng.com October 6, 2017 Cape Cod Five Cents Savings Bank P.O. Box 10 19 West Road Orleans, MA 02653 Attention: Mr. Michael A. Canna, Facilities Project Manager Re: Asbestos Project Monitoring Services 1520 lyannough Road Hyannis, MA 02601 VERTEX Project No.46270 Dear Mr. Canina: The VERTEX Companies, Inc. (VERTEX) conducted visual inspections/clearance air monitoring on October 6, 2017 in conjunction with the abatement of asbestos-containing interior 12" gray streak floor tile located in the back area of the former show room space, black sink coating in the former Ethan Allen space kitchen and exterior building caulk at the 1520 Iyannough Road building in Hyannis,MA. Massachusetts Certified Project Monitor Jeremy Kent, certification # (AM900500), conducted the air monitoring testing and visual inspections. Select Demo Services, LLC Supervisor and Massachusetts Certified Asbestos Supervisor, Chanreth Siv, certification # (AS902600), supervised the abatement activities. VERTEX was retained to provide a final visual clearance inspection and final air clearance for the asbestos-containing interior 12" gray streak floor tile located in the back area of the former show room space, black sink coating in the former Ethan Allen space kitchen and exterior building caulk abatement. The asbestos abatement was conducted in accordance with the Massachusetts Department of Labor Standards (453 CMR 6.00); the Massachusetts Department of Environmental Protection "Air Pollution Control Regulations," (310 CMR 7.00), as well as local department of health and fire requirements. Based on the findings of the final visual inspections, all work areas surfaces, including floors, walls and ceilings, were found to be free of visible dust and debris in the containment area. Following completion of the passing visual inspection, final air samples were collected from the containment and analyzed for clearance testing in accordance with the applicable regulations. Please refer to Attachment A, which includes copies of the final visual inspection checklists and project monitor's field notes. Phase Contrast Microscopy (PCM) final air clearance samples were collected and analyzed in accordance with the National Institute of Safety and Health (NIOSH) Analytical Method#7400, "Asbestos Fibers in Air," using A counting rules. Final air clearance samples were collected by the high volume method in which a pump is used to draw a volume of air through a membrane filter at a known rate. Typical sampling rates are 10-15 Liters per minute (L/min) for approximately 1,200-1,500 Liters of sample for final clearance air tests. Samples are collected in 25-millimeter (mm) cassettes containing a mixed cellulose ester filter with a 0.8 urn-effective pore size for PCM analysis. The sample for analysis is then prepared by a segment of the collected sample filter is mounted on a slide, treated chemically to make the filter transparent, and then examined using a special microscope reticule and counting procedure with phase contrast illumination at 400 to 500 magnification. Any particle having a length to width (or aspect) ratio greater than 3:1, and a length of 5 micrometers or greater is counted as a fiber. PCM analysis does not distinguish between asbestos and non-asbestos fibers. PCM results are reported as the number of fibers per cubic centimeter of air (F/cc). The Environmental Protection Agency (EPA) and Massachusetts Department of Labor Standards standard for clean air, by PCM analysis, is air containing 0.010 F/cc or less. As shown in Attachment B, the results were below the EPA and Commonwealth of Massachusetts standard of 0.010 F/cc and contractor was permitted to take down containment and the area is clear for re- occupancy. If you have any questions or require further information,please feel free to contact us. Sincerely, The Vertex Companies, Inc. Jeremy Kent Vincent Agostino Project Manager Assistant Vice President • Attachments: Attachment A-Project Monitor Field Notes Attachment B-PCM Air Sample Results Attachment C -Notification WEIBITTIE Certification of Project Completion PROJECT: 1520 Iyannough Road Hyannis,MA PROJECT NO.: 46270 STARTING DATE: October 4, 2017 DATE OF COMPLETION: October 6, 2017 CERTIFICATION: Abatement work procedures have been observed and documented during the abatement process and impacted spaces in the project work area have achieved the decontamination levels in accordance with the applicable regulations. Owner(or Agent): Cape Cod Five Cents Savings Bank Removal Contractor: Select Demo Services, LLC The above-mentioned project has been completed and all records and documents contained herein are released. Signed: Vincent Agostino Assistant Vice President WINSTON* 1 • MASSACHUSETTS CERTIFICATION NUMBERS Project Monitors: Jeremy Kent AM900500 Asbestos Contractor: Select Demo Services, LLC AC000125 Asbestos Supervisor: Chanreth Siv AS902600 Mass DLWD Lab Certification: The VERTEX Companies Inc. AA000232 AIHA Proficiency Analytical Testing Programs Laboratory Identification: The VERTEX Companies Inc. #192765 ATTACHMENT A PROJECT MONITOR FIELD NOTES W' WEN The Vertex Companies.Inc. _ / '. O, —t 1�, 10 /` �� ddvv Client/Site: L.O ; - CB "---'le i• __ let.41: kJ5 L.-" LA ;n:s,,,.,, . r Work Area: et,f S t-0,:4 4ierb 1-u— LP,,,,,,,E., ,fu) Date: I 0/6 it) Contractor: �c+ +.-0 License No. AC,CrObt.(o • Shift Scope of Work Shift Activities Contractor's Work Force Pipe _Breeching Gen.Demo G/Bag Supervisor: C-t•. . re .. Siv Elbows _Duct Prep. Repair AS#: iff linziace?) Boiler _Plaster Removal Laborers(#): •1. Fire PR. Transite Dust Control ACT Mastic >0 Encapsulate Disposal Site: gt VAT }p S L.-lc Ww . •Stv., Clean-Up Hauler: 4,. g,a, pA lq Cevik- Clearance Engineering Controls Critical Barriers Air Filtration Devices: 4-ePi4 Wood Wetting Agent: Studs l.• Poly y) Hepa Vacuum Celutex Glove Bags: PPE Respirators: Half-Face: 1U Supplied Make: Neg.Pressure Cert.No. Other PPE: Hood: Suit: tp Boot: _ , Safety Glasses: Hard Hat: JSafteY harness: Gloves: }p Other: Work Site Conditions General Y No Electric Y No Scaffolding Yeso')Ladders Y= 40 First Aid Y N. GFI N _ Load Limit Posted • - Y ��--NFjj Rungs Y 1 MSDS Avail N Suff.Power N Side Rail Y N Accept Y N Marked Fire/ N Ground N P.E.Sign off Y N Steady Y N Emgy Exit 1 N Toe Board Y N Kick-out Y N Min.4x Intended Load Y N Protection OSHA Monitoring Full shift Sampling: Worker's SS&Activity Breathing Zone: Results Posted STEL: Flow Rate.5-2.5 LPM (77#"*...---------- Equipment Calibrated: (h,_.i 90 U) Blanks(10%) Sampling Performed By: \&x `_ , Competent Person/Cert.#: ATIA Vtli Et VAQS Representative: 0 LOAM ti 1.- The Vertex Companies,Inc. Client Name: GI* : 1 Project Name: [S-7-4 n r ��� is^r r.i Sh.•.:� /Zr.a- 37r, Scope of Work: s" :.r„t.t�,; Work Area:a, ill • L �xt•-'-+n Date: (0 4/p 7 Job Hours and Travel Time: Total Amount and Type of Samples Taken; Page No: 1 c Fr TIME FIELD NOTES • 1- s �S/L 4- u.i�L c-�e.�- - / S 1t+.e-^1A^C 5.- , ..A V! See tat-- r f w�r`�. . . i) &i e F Y 0-- r1....co FRS 4 L- 61-rAC,- ,, F. +(% , Cr1"__- c ,+".1vca•'`-- Srs-- •• tLL s / - fYV n c,S , re, LL ems.--' ..-4-,,,.e Yrrlw�rr- c-1,0 tl 7.., S C1A tr .s Irv,# c r .+—.L ,c�..fr-✓ + c'o a")CA- tr c L.)A. c �--�� - DV 3o / Jk. e'er ifC+.4 Q 4-' )&S�,/ c 1 r�w-� .�✓ . J n yr #t-- L l!t Saiti i 4vi` ttt �,t . V /t�L Q/�-ti !�.--r+ 1 it..!7 4/< C 41t }oi�S ct' W iiy�✓� G��fr t_ i Z (-u�.r� 11-- ,,,.�—c of c .-v jj //c_o•, �L�- vr_�L c - .p - - e• V n 1(�j�..r� rr C# 1�G- .G 6�4'fk ere AS A vL cr...! ifrt.r, l c xfi� ,�sj/�CL iC 1 J rt�-.e.�cct slr��(�- bo-j ." .�t_✓ 6 tt....�. f r p ! / L,n'xo MA SUM- tdx.. fLat ram+ ., 6At1 c.� (A.d r G�dl��.,�,�rt� fA,rc ►z,��{z-ems . A " w�-- . wa LtL� - deo t-k Hygienist: c; Visual Clearance Checklist PROJECT NAME: S?-b i PROJ. NO: 46 �?v DATE: 10141 l-� INSPECTOR: J �. �' LOCATION: Residual Dust On: YES NO EXPLAIN Floors Walls p Other Surfaces Poly Sheeting Pipes, Joints, etc. Non-Movable Items Conduit — Unprotected Items Equipment All Equipment Removed Cleaned Before Removed Remaining Equipment Cleaned Decontamination Chamber Floors and Walls Cleaned All Bags removed Encapsulation (after Visual before Testing) Dry before Final Testing No Puddles All surfaces Covered Final testing Proper Number of Samples } Fans Continuously Running (I per 10,000 sq ft) Leaf Blower In-use Overall Visual No Debris Found in Area No Debris Trapped in Poly ) Poly Wiped Clean All Materials Removed CONTRACTOR'S SUPERVISOR: Visual Clearance Checklist PROJECT NAME: SZo , eN.-c-u> L. Q,( PROJ. NO: 46.227O DATE: It,to INSPECTOR: dcrc4.,..4,7 Ili._. LOCATION: cat, Residual Dust On: YES NO EXPLAIN Floors Walls Other Surfaces Poly Sheeting -UAL \f 1 J -. , ,. . _�l` s,_;� ar—E) Pipes,Joints, etc. Non-Movable Items Conduit Unprotected Items Equipment All Equipment Removed s: Cleaned Before Removed Remaining Equipment Cleaned Decontamination Chamber Floors and Walls Cleaned I All Bags removed Encapsulation (after Visual before Testing) Dry before Final Testing No Puddles All surfaces Covered Final testing Proper Number of Samples , : °tsu - �, L) -lz.. Fans Continuously Running (I per 10,000 sq ft) Leaf Blower In-use • Overall Visual No Debris Found in Area No Debris Trapped in Poly :,),o Poly Wiped CIean i t Vt i, t' All Materials Removed P L).• I CONTRACTOR'S SUPERVISOR: ATTACHMENT B PCM AIR SAMPLING RESULTS • ; TEN • 4` Eilne fir! EET" The Vertex Companies, Inc. j AIR ANALYSIS FORM Client: t c Said �U"-'6.. Project Name 8 No. a Collected By: !e„�,, License No /j-.fl.,5.,„ Date Collected or Received: ''- ),A 1 idI"I Date Analyzed/Analyst: f s. 6 I i 7 "- 1. Onsite or Laboratory: t�'t Date Rotometer's Last Calibration: .34 t l Time Rate Sample# Sample Location Start Pre Sample Fibers/ Det.Limit Cal.Con. Det.Conc. and Activity Stop Post Vol.(L) Fields (f/cc) (f/cc) (f/cc) Total Avq. $,0.e, ; au" _a r3v Lc'1, 4'lo6- ( 5too ,da►,.,. Cv.ti ><,H, -a95f iP7. . t2-rS °24'a.,a • L , I 4*<co4 C(.e.-ev-c,-.. (9.1 1 r 4.4.: L B /free, o m-2. (s-(4-: 2 t<!j - tot �j- c LVIVju Coe v . __4/-' s3 t S-C.41 .�' 12( � CV n IQUt-><- •001 A Omit • As- to cat 1(p-k. ___--7'' NA ° 09 :.-- - -�-.- ai 7.-- /71// NA fieo - -- ------:-- — ---.. 1 - -- CHAIN OF CUSTODY Delivered by: Date Time #Samples Received by: Date Time Lab Batch ID ATTACHMENT C NOTIFICATION -.1fr Massachusetts Department of Environmental Protection [E• =• Imo:.. • i �t . Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: MIKEWHITE Transaction ID: 957765 Document: AQ 04-Asbestos Removal Notification Form ANF-001 Size of File: 237.29K Status of Transaction: In Process Date and Time Created: 9120/2017:12:54:09 PM Note:This file only includes forms that were part of your transaction as of the date and time indicated above. If you need a more current copy of your transaction, return to eDEP and select to"Download a Copy"from the Current Submittals page. ' ' - Massachusetts Department of Environmental Protection ' BWP AQ 04(ANF-0O1)PreForm "1. Asbestos Notification Form ` aa r This is a revision to an existing form. Project ID for existing form to be revised: ✓ This job is being conducted under a Blanket Permit. MassDEP assigned Blanket Authorization ID: ✓ This job is being conducted under a Non Traditional Abatement Work Practice Permit. MassDEP assigned Non Traditional Work Practice Authorization ID: ✓ This job does not require the use of an asbestos contractor licensed by the MA Department of Labor Standards because(please check one box below): r This job involves breaking,shearing or slicing of non-friable asbestos-containing material only(e.g.cement shingles/panels,cement pipe,asphalt roofing or siding,vinyl floor tiles,etc.)in a manner that does not generate asbestos dust or render the material friable,as allowed by the Department of Labor Standards(DLS)at 453 CMR 6.13(2Xa)5.All work must be done in compliance with the applicable regulations at 310 CMR 7.15;or r This job involves work on asbestos containing material that is classified by the Department of Labor Standards (DLS)as a'Small-Scale Asbestos Project,'an'Asbestos-Associated Project',or an'Asbestos Response Action' by qualified'in-house'personnel as allowed by the Department of Labor Standards(DLS)at 453 CMR 6.00,and will be performed in accordance with all the requirements of453 CMR 6.13(1)(a),453 CMR 6.13(2Xa)l.and 3., and 453 CMR 6.14(1)(a),as applicable.All work must be done in compliance with the applicable regulations at 310 CMR 7.15, R None of the above conditions apply,generate a new form. Revised:11/13/2013 Page 1 of 1 Massachusetts Department of Environmental Protection 100273089 BWP A 04 ANF-001 ) Asbestos Project# 1,-.• -g Asbestos Notification Form r Project Revision r Project Cancellation A.Asbestos Abatement Description 1.Facility Location: 15201YANNOUGH ROAD 1520 IYANNOUGH ROAD Instructions 1.All a.Name of Fedlty b.Street Address sections of this form BARNSTABLE MA 0260t 5087754400 must be completed In order to comply with c.CitylTa+m d.State a.Zip Code f.Telephone MassDEP notification maim,.A.CA NA FACLIT ES PROJECT MANAGER requirements of 310 CMR 7.15 and g.Fadlty Contact Person Name h.Facility Contact Person The Department of Labor Wurksite Location: ENTIRE FACILITY Standards(DLS) I.Building Norm,Wmg,Floor,Room,etc. notification requirements of 453 2.Is the facility occupied? ra.Yea b.No CMR 8.12 3.Is this a fee exempt notification(city,town,district,municipal housing authority,state facility,or owner-occupied residential property of four units or less)?r a.Yes Fr b.No MassDEP Use Only 4.Blanket Pcnnit Project Approval,if applicable: Date Received Approval ID# 5.Non-Traditional Asbestos Abatement Work Practice Approval, 2.Submit Original if applicable; Approval ID# Form To: Commonwealth of Massachusetts 6.Asbestos Contractor: P.O.Box 4062 Boston,MA 02211 SELECT DEMO SERVICES 1 DElAWARE DR a.Name b.Address SALEM Ni 03079 6038935083 c.Cityrrown d.State e.Zip Code f.Telephone A0000916 h.Contract Type: 1.Written r 2.Verbal g.DLs License# MSEWHITE AS035366 7,a.Name of Contractor's On-Site Supervisor/Foreman b.DLS Certification# VERTEXJTAL AA000232 8,a.Name of Pulled Monitor b.DLS Certification# 9.THE VERTEX COtu1PANES,INC. AA000232 a.Name of Asbestos Analytical Lab b.DLS Certification# 10. 1013/2017 11132017 a.Project Start Data(MMIDO/YYYY) b.End Date(MM/DEVYY Y) 7AMdPM NA c.Work Hours-Monday Through Friday d.Work Hours-Saturday&Sunday 11.What type of project is this? r a.Demolition F7 b.Renovation r c.Repair r d.Other-Please Specify: Revised 11/1312013 Page 1 of4 ` 1 3:: Massachusetts Department of Environmental Protection :"Nt- . P 100273089 _ BWP AQ 04 (ANF-001) Asbestos Project i;! Asbestos Notification Form r Project Revision * r.< r Project Cancellation A.Asbestos Abatement Description:(cont.) 12.Abatement procedures(check all that apply): r a.Glove Bag r b.Encapsulation r c.Enclosure r d.Disposal Only r c.Cleanup P f.Full Containment P g.Other-Please Specify: E)crEROR REGULATED AREA 13.Job is being conducted: F= a. indoors F= b.Outdoors 14 a.Total amount of each type of asbestos Containing materials(ACM)to be removed,enclosed,or encapsulated: 250 B00 1.Linear Feet(Un.Ft.) 2.Square Feet(Sq.FL) b.Boiler,Breaching.Duct, c.Transite Pipe Tank Surface Coatings 1.Un.Ft. 2.Sq.Ft. 1.Un.Ft. 2.Sq.Ft. d.Pipe Insulation c.Transite Shingles t.Lin.Ft. 2.Sq.FL 1.Un.FL 2.Sq.FL f.Spray-On Fireproofing g.Transite Panels 1.Un.Ft 2.Sq.FL 1.Un.FL 2.Sq.Ft. h.Cloths,Woven Fabrics i.Other-Please Specify: 1.Un.Ft. 2.Sq.Ft. j.Insulating Cement FLOOR TILE&MASTIC,CAULK 250 500 1.Lin.FL 2.Sq.FL 1.Un.FL 2.Sq.FL 15.Describe the decontamination system(s)to be used: THREE ci-IAMEIER DEOONTAMNATION SYSTEM WITH WASH STATION 16.Describe the containerization/disposal methods to comply with 310 CMR 7.15 and 453 CMR 6.14(2) (g): THOROUGHLY WET DOUBLE SIX Mal BAGGING 17.For Emergency Asbestos Operations,the MassDEP and DLS officials who evaluated the emergency: a.Name of MassDEP Official b.Title of MassDEP(Adel c.Date of Authorization(MMJDDIYYYY) d.Wafer# e.Name of DLS Ofllcial f.Title of DLS Official g.Date of Authorization(MMIDDIYYYY) h,Wafer# 18.Do prevailing wage rates as per M.G.L.c. 149,§26.27 or 27A—F apply to this r a.Yes l" b.No project? Revised: I 1/132013 Page 2 of 4 f Massachusetts Department of Environmental Protection 100273089 �- BWP AQ 04 (ANF-001) Asbestos Project# , Asbestos Notification Form r Project Revision r Project Cancellation B.Facility Description I.Current or prior use of facility: RETAILFacttm 2.Is the facility owner-occupied residential with 4 units or less?r a.Yes I:I b.No 3 CAPE COD 5 CENTS SAVINGS SANK 19 WEST ROAD a.Facility Owner Name b.Address ORLEANS MA 02853 5082471677 c.City/Town d.Stale e.Zip Code I.Telephone 4 MICHAELA.CANINA 1520 IYANNOUGH ROAD a.Name of Facility Owner's OnSite Manager b.Address HYANNIS MA 02601 7748018417 c.City/Town d.State e.Zip Code f,Telephone 5 DELLBROOK JKS 15 RESEARCH ROAD a.Name of General Contractor b.Address EAST FALMOIJTH MA 02536 5085408226 a City/Town d.State a.Zip Code f.Telephone ZURICH Nv'R)CAN I ISIJRANCE COMP g.Contractor's Worker's Compensason Insurer INC 0017465-02 7/1/2018 h.Policy# I.Expiration Date(MMIDD/YYYY) 30400 1 6.What is the size of this facility? e.Square Feet b,#of Floors C.Asbestos Transportation&Disposal 1.Transporter of asbestos-containing waste material from site of generation: r a.Directly to Landfill or Fr b.To Temporary Storage Location/Transfer Station SELECT DEMO SERVICES,tic 1 DELAWARE DRIVE c.Name of Transporter d.Address Nate:Temporary storcge of Asbestos SALEM N 1 03079 6033880391 containing waste e.City/Town f.State g.Bp Code h.Telephone material is only allowed at the place or business of a DLS 2.If a temporary storage location/transfer station is used,list name of transporter of asbestos containing licensed Asbestos waste material from temporarystore a locationftransfer station to final disposal site: convector a e transfer S lm station that Is permitted by f7EDTE#INOLOGES 173PIC1 P1GSTFtEET MeuOlcP and a.Name of Transporter b.Address operated In compliance with Solid PORILAho CT 06480 8603421042 Waste Regulations c,City/Tam d,State e.Zip Code L Telephone 310 CMR 19.000 Revised:11/13/2013 Page 3 of4 ` r , ",,,..'""'"I'"' Massachusetts Department of Environmental Protection 100273089 "'� t BWP AQ 04 (ANF-001) Asbestos Project# F Asbestos Notification Form r Project Revision t"% gx„ _, r Project Cancellation C.Asbestos Transportation&Disposal:(cont.) 3.Name and address of temporary storage location/transfer station for the asbestos containing waste material: SELECT DEMO SERVICES 40 LOWELL ROAD a.Temporary Storage Location Name b.Addreas SALEM MA 03079 6033860391 c.Citytrown d,State e.Zip Code f.Telephone 4.Name and location of final disposal site(asbestos landfill): Mi'ERVALANDFLL MIERVAEN a.Final Disposal Site Name b.Final Disposal Site Owner Name 9000 MINE.RVA ROAD , c.Addfeaa WAYNESBURG CM 44688 3308683435 d.City/Town a.State I Zip Code g.Telephone D.Certification M1NCtiAH.WhUE MICt•IAELWHBE "I certify mat I have personally 1,Nerne 2.Authorized Signature examined the foregoing and em OPERATIONS MANAGER 9/20/2017 familiar with the Information 3.PosI6oNTWe 4.Date(MM/CID/YYYY) Rote:Contractor musf contained in this document and sten this form for CIS all attachments and that,based &572669633 SELECT DEt10SETVI S notification purposes on my Inquiry of those 5.Telephone 8.Representing individuals immediately 40 LOWELL ROAD BLDG 2 SALEM responsible for obtaining the 7.Address 8.City/Town Information,I believe that the NI 03079 Information is true,accurate,and 9.Stara 10.4 code complete.I am aware that there are significant penalties for submitting false information. Including possible fines and imprisonment.The undersigned hereby states that I have read the Commonwealth of Massachusetts regulations governing asbestos abatement (453 CMR 6.00 promulgated by the Department of Labor Standards and 310 CMR 7.15 promulgated by the Department of Environmental Protection), and that I am aware that this permit application or notification I shall not be deemed valid unless payment of the applicable tee is Made." Revised: 1 1/13/2013 Page 4 of 4 /,� f �, Town of Barnstable - • -0 • JfLYvP.\;\ 141 1:'i1 Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept \t17 MASS' el Posted Until Final Inspection Has Been Made. \\ \,.�639/ti®if �Fui Where a Certificate of Occupancy is Required, such Building shall Not be Occupied until a Final Inspection has'been made. Permit No. B-17-3546 Applicant Name: DANA R MARCOTTE Approvals • Date Issued: 10/24/2017 Current Use: Structure Permit Type: Building-Trailer Expiration Date: 04/24/2018 Foundation: Location: 1520 IYANNOUGH ROAD/RTE132,CENTERVILLE Map/Lot: 253-020-TOO Zoning District: HB Sheathing: Owner on Record: CAPE COD 5 CENTS SAVINGS BANK Contractor Name: DANA R MARCOTTE Framing: 1 Address: 19 WEST ROAD Contractor License: CS-009144 2 ORLEANS, MA 02653 • Est. Project Cost: $ 0.00 Chimney: Description: to install a temporary construction office trailer along lane for 15 Permit Fee: $ 75.00 months Insulation: Fee Paid: $75.00 Project Review Req: Date: 10/24/2017 Final:O „� b 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 and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection g 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 • g g 7.Final Inspection before Occupancy • Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not-proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site • Final. • All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT y. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �C Parcel O.LO B Application # - 0`✓ c (D Health Division Date Issued 6 y l7 Conservation Division '904. Application Fee Planning Dept. Permit Fee 7 S' Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address /5 2 O . 4."*Y\ v11. 44 Village ill)cLr111 3 Owner f CAOt FWV� CEA SCNIM Address /0 iota IVY' + orwaNs AA 0110.5�j l Telephone 508_ 2,9.`7`"Li 7 5 0.Permit Request 10 IA41,,111 & rtirl rm i co frufkirori C i,c ' teat ler Ale P`ttuciCS L C®k l95-fr fl Square feet: 1st floor: existing 0 proposed MO 2nd floor: existing 0 proposed 0 Total new 1 T j0 Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size 6/7 Accxt6 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes L "No On Old King's Highway: ❑Yes ® No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other MOW- Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 0 existing Q new . Total Room Count (not including baths): existing new First Floor Room Count S Heat Type and Fuel: ❑ Gas ❑ Oil Lh Electric ❑ Other Central Air: k<es ❑ No Fireplaces: Existing o New 0 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: I Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial 1Yes ❑ No If yes, site plan review# Current Use Proposed Use CZAS t l t)Cd+lam °F FtCt tco®Vet APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name bOthr\O-- (Dbi W I) Telephone Number 6 11- 2-8 -1f5c 1 Address iS ieetywa ''' ' License # CS Z- 00 9, 1 44 . 65i- GA. poll i t'Y tPt - 09-536 Home Improvement Contractor# i&qt 1 Email et i►tnol,�'C.dt�@_. .�l�br01-3 \S •LOW Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Norl Q SIGNATURE DATE 13/17 FOR OFFICIAL USE ONLY - APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: • FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. • 1 ne t-ommonweaun of.iviassacnusens ;/ Department of Industrial Accidents 1 Office of Investigations . - ; ;=Ma® _ 600 Washington Street - t Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Dellbrook JK Scanlan Address: 15 Research Road City/State/Zip: East Falmouth, MA 02536 Phone#: 508-540-6226 Arean you employer?er. Check the appropriate bog: p yType of project(regnired): 1.❑ I am a employer with 4. [ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' [No workers' comp.insurance comp.insurance.* TBD 9. ❑Building addition required.] 5. ❑ We are a corporation and its 10.0 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 12.0 Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.E Other Temporary Trailer 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. 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. Insurance Company Name: Traveler's Indemnity Company of CT — Policy#or Self-ins. Lic.#: UB 3H613658 Expiration Date: 7/1/2018 Job Site Address: 1520 lyannough Road City/State/Zip: Hyannis, MA 02601 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 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 nder the ins and penalties of pedury that the information provided above is true and correct. Signature: Date: 10/13/2017 Cdrei/h Phone#: 508-294-6174 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#: 'Ac R® CERTIFICATE OF LIABILITYDATE(MMIDDNYYY) `,,,� INSURANCE 9/21/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must 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 Ileu of such endorsementts). PRODUCER CONTACT Alliant Insurance Services,Inc., NAME: Maria McNulty 131 Oliver Street,4th Floor `AE/CC_Nst:I.E 617-535-7200 INC.FA No):617-535-7205 Boston MA 02110 ADDRESS Maria.McNulty@alliant.com AFFORDING COVERAGE NAIC S INSURER A:Allied World National Assurance Corn 10690 INSURED INSURER B:The Travelers Indemnity Co 25658 Dellbrook JK Scanlan INSURER C:Travelers Indemnity Company of CT 25682 One Adams Place INSURER D:Starr Indemnity&LiabilityCompany 38318 859 Willard Street P Y Quincy MA 02169 INSURER E:Navigators Insurance Company 42307 INSURER F: COVERAGES CERTIFICATE NUMBER:825302784 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. INSLTRR TYPE OF INSURANCE 1 SD WVD POUCY NUMBER L SUM POLICY EFF POLICY EXP (MMIDDM/YY) IMMIDD/YYYY) LIMITS A x COMMERCIAL GENERAL LIABILITY Y 0308-4515 7/1/2017 7/1/2018 EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $300,000 X XCU MED EXP(Any one person) $10,000 X Contractual PERSONAL&ADV INJURY $1,000,000 GEM_AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE 52,000,000 H POUCY n Ter LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER $ B AUTOMOBILE LIABILITY Y 810 3H608117 7/1/2017 7/1/2018 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) *1,000,000 — BODILY INJURY(Per person) $ ALL OWNEDSCHEDULED AUTOS AUTOSBODILY INJURY(Per accident) $ — HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS (Per accident) $ $ D UMBRELLAUAB X OCCUR Y 1000584533171 7/1/2017 7/1/2018 EACH OCCURRENCE $10,000,000 X EXCESS LIAR CLAIMS-MADE AGGREGATE $10,000,000 DED RETENTION$ C WORKERS COMPENSATION UB 3H613658 7/1/2017 7/1/2018 $ AND EMPLOYERS'LIABILITY Y/N X PERTAUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L EACH ACCIDENT $1,000,000 OFFICERIMEMBER EXCLUDED? N N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 E Excess Liability IS17EXC7114561V 7/1/2017 7/1/2018 Each Occurrence 15,000,000 Aggregate 15,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Re:JKS Job#1724,Cape Cod 5 Headquarters, 1520 lyannough Road, Hyannis,MA 02601. The Cape Cod Five Cents Savings Bank is included as Additional Insured as required by written contract and executed prior to a loss,but limited to the operations of the Insured under said contract,with respect to the Automobile,General Liability and Umbrella/Excess Liability policies. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE The Cape Cod Five Cents Savings Bank THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 10 ACCORDANCE WITH THE POLICY PROVISIONS. Orleans,MA 02653 AUTHORIZED REPRESENTATIVE atA4‹,0 JA°1 ©1988.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD % Commonwealth of Massaet�usefts ' Division of Professional Licensers Board of Bulldsng Regulations and Standards Constrttr} ii} rvisor CS-009144 ties 04/07(2020 4 l 1 DANA R MARCO:113,,,t'i,.:0\f4::,,,:'..',11...1110/TE. ` §sP ,27ACREHIL"� kv, aBARNSTABLEM 02u , % F f.a.'" Comnriissionersial. 1 pL ` « «� -- $ essR r"Affairs&BiiIn s ,,.' ', fi "c#spfCon um of ,I - a '` „EME�TCOJ1RACTOR ..�': � E tMPR tel ex iirAti, t� Supplerrs'?titCai ,_ r OANAQ MAI }`TIE oNE t1DAM51'I CE 8 $ It �lTi MAC 1-89 y �� Ct�nd�sccre#�rr� s F i i Construction Supervisor 1 Unrestricted-Buildings of any use group which contain ) 1 less than 35,000 cubic.feet(991 cubic meters)of enclosed space. i t E Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this License, Call(617)727-3200 or visit www.mass.gov/dpl _ w i 'IJ.icense or registration valid'forcmdividul use only k .==before the expiration date.^If found,return to i a Office-of Consumer Affairs and Business Regulation F 10 Park Plaza Suite 51.70 . k . g . i i 'Boston,MA'02116'. L • '44: -t , ,, '. ' ' i 11""4, e , -:, - Not valid without signature . i . . F ' y r• co. , Town of Barnstable Building Department Services ces ` BARNSTABLE. Brian Florence,CBO kA,439.51, Building Commissioner 200 Main Street H annis MA 02601, y • www.town.barnstable.maus Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Using A Builder I, CT/5 ( 1/v vV �. as Owner of the subject l property hereby authorize D.",/#62.ai Ir-S to act on my behalf, in all matters relative to work authorized by this building permit application for. /S-d 6 ' ixto,j 4 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. ignature of Owner Signature of Applicant 1/4.i5tiliv atyviL Intv-6ttel: Print Name Print Name l°// 3 f l 7 Date Q:FORMS:OWNERPERMISSIONPOOIS Rev:08/16/17 . Town of Barnstable Building Department Services c, "� Brian Florence,CBO �g�' 13r- Building Commissioner i� 200 Main Street, Hyannis,MA 02601 ! >w�sAs www.town.barnstable.ma.us fllll�tv11301439. 1 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 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 i Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit-forms\EXPRESS.doc 08/16/17 A t Town of Barnstable Building Post This Card o That it is Visible From,,the Street ,A "r,oved.Planes Must`be Retained on"';Job and this Card;Must be Ke it _:; arm ;Po°sfed Uj4til Final inspectionrNas Been,Miele - ' 1 1` u ' n ° Where a Certificate of Occupancy�s Required;such Bu ld1ng,shall Not be Occupied:unt�l a;F ral,lnspe tion haswbeen:made ? - Permit Permit No. B-18-698 Applicant Name: Dana Marcotte Approvals Date Issued: 03/23/2018 Current Use: Structure Permit Type: Building-New Construction-Commercial Expiration Date: 09/23/2018 Foundation: Location: 1520 IYANNOUGH ROAD/RTE132, BARNSTABLE Map/Lot: 253-020-BOO Zoning District: HB Sheathing: t Owner on Record: CAPE COD 5 CENTS SAVINGS BANK * i '"'. Contractor Name:::" DANA R MARCOTTE Framing: 1 Address: 19 WEST ROAD i *, Contractor License CS-009144 2 ORLEANS, MA 02653 / y: Est Project Cost: $15,000,000.00 Chimney: Description: Construct the core and shell on the foundation 4andtstructure for the Permit Fee: $ 136,725.00 Insulation: new 78,000sf commercial building at 1520 lyannough Road, Fee Paid: S 136,725.00 Barnstable MA g f Dte ' 3/23/2018 Final: Project Review Req: Plumbing/Gas 4,v t Rough Plumbing: _, t ' Building Official t ", X. Final Plumbing: N % k; ' 104,This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced within siz monttr s after issuance. Rough Gas: All work authorized by this permit shall conform to the approved applictiona and theiapproved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structuresshall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street orroad`and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. C - s Electrical e The Certificate of Occupancy will not be issued until all applicable signatures by the BwldmgaridFire Officals ar'epowidedonhs permit. Service: Minimum of Five Call Inspections Required for All Construction Work: �1 E i ' ' 1.Foundation or Footing 1 ?„� • • ,„ ., , ,, Rough: 2.Sheathing Inspection Final: 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 Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work'shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ONE B1-€ 30775 P g 193 a47770 09--20-2017 a 12: 22e► • Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands SE3-5499 MassDEP File# WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town A. General Information Please note: BARNSTABLE this form has 1. From: been modified Conservation Commission with added 2. This issuance is for space to a.:ZOrder of Conditions b.C]Amended Order of Conditions accommodate (check one): the Registry of Deeds 3.To: Applicant: Requirements important: a.First Name b.Last Name When filling Cape Cod 5-Cents Savings Bank out forms on c.Organization the 19 West Road computer, use only the d.Mailing Address tab key to Orleans MA 02653 move your e.City/Town f:State g.Zip Code cursor-do not use the 4. Property Owner(if different from applicant): return key. a. First Name b.Last Name c.Organization ramp I vvv 1 d.Mailing Address e.City/Town f.State g.Zip Code 5. Project Location: 1520 lyanough Road & 131 Attucks Lane Barnstable& Centerville(Villages) a.Street Address, b.City/Town 253&254 (253) 020-B00,-T00,-H00 (254)012 c.Assessors Map/Plat.Number d. Parcel/Lot Number Latitude and Longitude, if known: d m s d rn s d.Latitude e.Longitude wparorm5.doc• rev.6/16/2015 Page 1 of 12 2 t3 -- s7s i' . -7.1 Massachusetts Department of Environmental Protection)„ Provided by MassDEP: BureauPA of Form Resource5 Protection Orderof-WetlandsCondr.,,,..„ it s SE3-5499 MassDEP File#' W - ion Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE Cityrrown A. General Information (cont.) 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): BARNSTABLE a.County b.Certificate Number,Of registered land) Bk. 27968 Pg.116 (1520 lyannough Rd.) Bk. 27968 Pg. 195 (131 Attucks Lane) c.Book d.Page 7. Dates: 7/26/2017 8/22/2017 9/5/2017 a.Date Notice of Intent Filed b.Date Public Hearing Closed c.Date of Issuance 8. Final Approved Plans and Other Documents(attach additional plan or document references as needed): Revised Site Plan a.Plan Title Baxter Nye Engineering & Surveying, Inc. Matthew W. Eddy, P.E. b.Prepared By c.Signed and Stamped by 8/23/2017 1"= 30' d.Final Revision Date e.Scale (See Page 2.1 attached) f.Additional Plan or Document Title g.Date B. Findings 1. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act(the Act). Check all that apply: a. ❑ Public WaterSupply b. ❑ Land Containing Shellfish C. prevention of Pollution d. ❑ Private Water Supply e. ❑ Fisheries f• Protection of Wildlife Habitat g. e1 Groundwater Supply n. ❑ Storm Damage Prevention is ❑ Flood Control 2. This Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: a. the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This.Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. wpaforms.doc• rev.6/1612015 Page 2 of 12 SE3-5499 Name: Cape Cod 5-Cents Savings Bank: Approved Plans= 1. 8/23/17 Revised Site Plan—Grading& Drainage Plan C4.0,by Matthew W.Eddy,P.E. 2. 7/27/17 Revised Planting Plan, by Groundworks Landscape Architecture,Inc, 3. 6/6/17 Exotic Invasive Plant Species Management Plan,by Baxter Nye Engineering 4. 12/14/16 Site Operations and Maintenance Plan, by Baxter Nye Engineering 5. 7/10/17 Revised Stormwater Details& Notes C4.2-C4.6, by Matthew W. Eddy,P.E. Page 2.1 of 12 -7 KMassachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-5499 \)N , 1 MlassDEP File.# WPA Form 5 Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction# BARNSTABLE cityrrown • B. Findings (cont.) . Denied because: b. ❑ the proposed work cannot be Conditioned to meet the performance standards set forth in the wetland regulations. Therefore,work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect the interests of the Act, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet Is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore,work on this project may not go forward unless and until a revised Notice.of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests,and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). 3. ® Buffer Zone Impacts: Shortest distance between'limit of project 0 disturbance and the wetland resource area specified in 310 CMR 10.02(1)(a) a.linear feet inland Resource Area Impacts: Check all that apply below. (For Approvals Only) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a.linear feet b.linear feet c.linear feet d.linear feet s. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑ Land Under Waterbodies and a.square feet .b.square feet c,square feet d�square feet Waterways e.dy dredged f.dy dredged 7. ❑ Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet • Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet 8. LI Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet 9. ❑ Riverfront Area a.total sq.feet b..total sq.feet Sq ft within 100 ft • c.square feet d.square feet e.square feet. f.square feet Sq ft between 100- 200 ft g.square feet h.square feet i.square feet J.square feet wpaform5.doc. rev,6/16/2015 Page of 12. k . Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WA MasPsachFusoetrm ts Wetlands5 — Protection Act\)\ .C,. ..nad.iticon._s_ Provided by MassDEP: SE3-5499 MassDEP File#, ACtMGL 131, §40 eDEP Transaction# BARNSTABLE City/Town B. Findings (cont ) Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) Proposed Permitted Proposed Permitted Alteration Alteration- Replacement Replacement 10. 0 Designated Port Indicate size under Land Under the Ocean, below Areas 11, 0 Land Under the Ocean a.square feet b.square feet c.dy dredged d.c/y dredged Indicate size under Coastal Beaches and/or Coastal Dunes 12. Li Barrier Beaches below 13. 0 Coastal Beaches Cu yd "yd , a.square feet b.square feet c.nourishment d.nourishment 14. 0 Coastal Dunes cu yd cu yda.square feet b.square feet c.nourishment d.nourishment 15. 0 Coastal Banks a.linear feet b.linear feet 16. 0 Rocky Intertidal Shores a..square feet b.square feet 17. 0 Salt Marshes a.square feet b.square feet c.square feet d.square feet 18. 0 Land Under Salt , Ponds a.square feet b.square feet c.dy dredged d.dy dredged 19. 0 Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet 20. 0 Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and . Waterways,.above . ., a.dy dredged b.dy dredged 21. 0 Land Subject to ' . Coastal Storm "°- a.square feet b.square feet Flowage 22. 0 Riverfront Area a.total sq.feet b.total sq.feet Sq ft within 100 ft . • c.square feet d.square feet e.square feet f.square feet Sq ft between 100- , --. 200 ft g.square feet h.square feet i.square feet I.square feet wpa1orm5 doc•rev.6/16/2015 Page 4 of 12 , ., . Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands SE3-5499 MassDEP File WPA Form 5 Order of Conditions' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town B. Findings (cont) 23.If the 23 ❑ Restoration/Enhancement*: project is for the purpose of restoring or a.square feet of BVW enhancing a b,square feat of salt marsh wetland resource area 24. ❑ Stream Crossing(s):, in addition to the square footage that a.number of new stream crossingss b.number of replacement stream crossings has been C. General Conditions Under Massachusetts Wetlands Protection Act entered in Section B.5.c (BEM or The following conditions are only appllicable to Approved projects. B.17.c(Salt Marsh)above, 1. Failure to comply with all conditions stated herein, and with all related statutes and other please enter the additional regulatory measures,shall be deemed cause to revoke or modify this Order. amount here. 2; The Order does not grant any property rights or any exclusive privileges; it does not authorize any Injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply:. a. The work is a maintenance dredging project as provided for in the Act; or b. The time for completion has been extended to a specified date more than three years; but less than five years,from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. c. If the work is for a Test Project, this Order of Conditions shall be valid for no more than one year. 5. This Order maybe extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. An Order of Conditions for a Test Project may be extended for one additional year only upon written application by the applicant, subject to the provisions of 310 CMR 10.05(11)(f). 6. If this Order constitutes an Amended Order of Conditions, this Amended Order of Conditions does not extend the issuance date of the original Final Order of Conditions and the Order will expire on 9/5/2020 unless extended in writing by the Department. 7. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, - refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster,wire, lath, paper,cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. vepaform5.doe• rev.6l16r2015 Pace`5 of 12 • Massachusetts Department of Environmental:Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-5499 MassDEP File-# KWPA Form 5 - Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction.#. BARNSTABLE City/Town C. General Conditions Under Massachusetts Wetlands Protection Act 8. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to the Conservation Commission on the form at the end of this Order,which form must be stamped by the Registry of Deeds, prior to the commencement of work. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" for, "MassDEP`'] "File Number SE3-5499 " 11. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. 12. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance(WPA Form.8A)to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition#13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. wpatarm5.doc• rev.6/16/2015 Page 6 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands SE3-5499 �P/4 Form 5 - Order of Conditions MasaDEP'File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 17. Prior to the start of work,and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully.stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 19. The work associated with this Order(the"Project") (1) is subject to the Massachusetts Stormwater Standards (2) ❑ is NOT subject to the Massachusetts Stormwater Standards if the work is subject to the Stormwater Standards, then the project is subject to the following conditions: a) All work, including site preparation, land disturbance, construction and redevelopment, shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Construction General Permit-as required by Stormwater Condition 8. Construction period erosion, sedimentation and pollution control measures and best management practices (BMPs)shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that: is all construction period BMPs have been removed or will.be removed by a date certain specified in the Certification.; For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation, recharge, and/or treatment, the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures; ii. as-built final construction BMP plans are included,signed and stamped by a Registered Professional Engineer,certifying the site is fully stabilized; iii. any illicit discharges to the stormwater management system have been removed, as per the requirements of Stormwater Standard 10; wpaform5.doc• rev.6/16/2015 Page 7 of 12 Massachusetts Department Of Environmental Protection Prov idea by MassoEP:_ Bureau of Resource Protection -Wetlands SE3-5499 --‘ 71] WPA Form 5 - Order of Conditions MassDEPFloft. Massachusetts Wetlands Protection Act M.G.L. c. 134, §40 eoEPTransaction# BARNSTABLE City/Town C. General Conditions Under Massachusetts Wetlands Protection Act(Cont,) iv. all post-construction stormwater BMPs-are installed in accordance with the plans (including all planting plans)approved by the issuing authority, and have been inspected to ensure that they are not damaged and that they are in proper working condition; v. any vegetation associated with post-construction BMPs is suitably established to withstand erosion. c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance. Prior to requesting a Certificate of Compliance, or Partial Certificate of Compliance, the responsible party(defined in General Condition 18(e))shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement("O&M Statement)for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan ("O&M Plan")and certifying the following: i.)the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance,and ii.)the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Multi-Sector General Permit. e) Unless and until another patty accepts responsibility,the landowner, or owner of any drainage easement, assumes responsibility for maintaining each BMP. To overcome this presumption, the landowner of the property must submit to the issuing authority a legally binding agreement of record, acceptable to the issuing authority, evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f)through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f)through 18(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot, the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. 1 f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans, the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook., wpafomi5doc. rev.6/16/2015 Page 6 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau.of Resource Protection -Wetlands SE3 5499 WPA Form 5 — Order of Conditions MassDEP File Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three(3)consecutive calendar years of inspections, repairs, maintenance and/or replacement of the stormwater management system or any part thereof,and disposal(for disposal the log shall indicate the type of material and the disposal location); 2. Make the maintenance log available to MassDEP and the Conservation Commission ("Commission") upon request; and 3, Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in acco-dance with all applicable federal, state, and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR:10.04 are prohibited. j) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Stormwater Handbook,Volume 3, Chapter 1,. Low Impact Development Site Design Credits)shall not be altered without the prior written approval of the issuing authority. I) Access for maintenance, repair, and/or replacement of BMPs shall not be withheld. Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions (if you need more space for additional conditions, please attach a text. document): 20. For Test Projects subject,to 310 CMR 10.05(11), the applicant shall also implement the monitoring plan and the restoration plan submitted with the Notice of Intent. If the conservation commission or Department determines that the Test Project threatens the public health, safety or the environment, the applicant shall implement the removal plan • submitted with the Notice of Intent or modify the project as directed by the conservation commission or the Department. wpaform5:doc• rev.6/16/2015 Page 9 of 12 Massachusetts.Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-5499 MassDEP File WPA Form 5 - Order of Conditions 7 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town D. Findings Under Municipal Wetlands Bylaw or Ordinance t. Is a municipal wetlands bylaw or ordinance applicable? Yes ❑ No 7. The hereby finds(check one that applies): Conservation Commission a. ❑ that th.e proposed work cannot be conditioned to meet the standards set forth in.a municipal ordinance or bylaw, specifically: 1.Municipal Ordinance or Bylaw 2.Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. b. that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: BARNSTABLE S.237-1 1.Municipal Ordinance or Bylaw 237-14 3. The Commission orders that all work shall be performed in accordance with the following. conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows(if you need ' more space for additional conditions, attach a text document): See Pages 10.1,, 10.2, and 10.3(attathed) wpaform5.doc• rev,6/16/2015 Page 10 of 12 SE3-5499 Name: Cape Cod 5-Cents Savings Bank Approved Plans= 1. 8/23/17 Revised Site Plan—Grading&Drainage Plan C4.0,by Matthew W.Eddy,P.E. 2. 7/27/17 Revised Planting Plan,by Groundworks Landscape Architecture,Inc. 3. 6/6/17 Exotic Invasive Plant Species Management Plan, by Baxter Nye Engineering 4. 12/14/16 Site Operations and Maintenance Plan,by Baxter Nye Engineering 5. 7/10/17 Revised Stormwatei'Details &Notes C4,2—C4.6,by Matthew W.Eddy,P.E. Special Conditions of Approval I. Preface Caution: Failure to comply with all Conditions of this Order.of Conditions may have serious consequences. Consequences may include: issuance of a Stop Work Order; fines; requirement to remove un-permitted structures; requirement to re-landscape to original condition;inability to obtain a Certificate of Compliance, and more. The General Conditions of this Order begin on Page 5 and continue through Page 9: The Special Conditions • contained herein and all Conditions require your compliance. II. Prior to the start of work,the following conditions shall be satisfied: I. Within one month of receipt of this Order of Conditions and prior to the commencetnent of any work approved herein,General Condition Number.9(recording requirement)shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and shall be completed and returned to the Commission Division prior to the start of work. 3. General Condition Number 10(sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice one(1)week in advance of the start of work: 5. The work-limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer. 10.1 6. Staked strawbales backed by trenched-in siltation fencing shall be set along the approved work-limit line. Wattles may be used instead,following consultation with the Conservation Agent Where authorized for use,wattles shall be 12 inches in height at minimum.Effective sediment controls shall remain until the site. is stabilized with vegetation,then they shall be removed. 7. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the • Conservation Commission. Note: The strawbales and siltation fence(or wattles,where approved)must show in the foreground(or bottom)of the photographs. .III. The following additional Conditions shall govern the project once work begins. Note, especially, Special.Condition Number 15,requiring verification of the locations of the foundation and strawbale line. 8, General Conditions,Numbers 13 and 14(changes in plan)shall be complied with. 9. General Condition Number 18(maintaining:sediment controls)shall be,complied with. 1.0. The work limit shown on the approved plan shall be strictly observed. 11. There shall be no disturbance of the site,including cutting of vegetation,beyond the work limit. This condition shall continue over time. The only exception would be those disturbances with specific prior approval. 12. The Conservation Commission,its employees and its agents shall have a right of entry to inspect for compliance the provisions of this Order of Conditions. 13. Unless extended,this permit is valid for three years from the date of issuance. 14. An Amended Order does not change the original date of expiration of this Order of Conditions._ 15. Upon completion of the foundation,the project surveyor or engineer shall verify in writing or by plan to the Commission the correct,location of the foundation and work-limit line,and note any discrepancies from the approved plan. If verification is in the form of an"as-built"plan,the plan provided shall be drawn at the same scale as the approved plan. 16. Drywells or graveled trenches along the drip lines shall be installed to accommodate roof-runoff. 17. During construction,no area shall be left un-mulched or un-vegetated for more than thirty(30)days. All areas disturbed during construction shall be re-vegetated immediately following completion of work at the site. Mulching shall not serve as a substitute for the requirement to re-vegetate disturbed areas at the conclusion of work. 10.2 18. Work limit markers(wood stakes)shall remain in place until a Certificate of Compliance is issued for this project. 1V. After all work is completed, the following condition must be promptly met: 19. At the.completion of work,or by the expiration of this Orden,the applicant shall request in writing a Certificate of Compliance for the Work herein permitted. Barnstable:Conservation Commission Form C shall be completed and returned,along with the request for a Certificate of Compliance and appropriate fee. Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional shall be submitted,certifying substantial compliance with the plans,setting forth what deviation(s),if any,exists with the record plans approved in the Order. This statement shall:accempar ythe request for a Certificate of Compliance and fee,along with an updated sequence of color photographs of the undisturbed buffer zone. • 10.3 • Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands SE S 499 MassDEP File# WPA Form 5 Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Barnstable City/Town E. Signatures • Important:When This Order is valid for three years,unless otherwise specified as a special SEP — 5 2017 filling out forms condition pursuant to General Conditions#4,from the date of issuance. 1.Date of Issuance on the computer, use only the tab Please indicate the number of members who will sign this form. 7 key to move your This Order must be signedby a majority of the Conservation Commission. 2.Number of Signers cursor-do not use the return The Order must be mailed by certified mail(return receipt requested)or hand delivered to key. the applicant. A copy must be mailed, hand delivered or filed ele ill at the same time ter,, o with the appropriate MassDEP Regional Office. 6" 111.0 Signatures: 1111 alligalresem" Irr atm IN by hand deli ery on by certified mail,return receipt SEP - 5 2011 /j!�/[% ` tp requested,on Date Date F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of.Conditions. The request must be made by certified mail or hand delivery to th.e Department;with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form,as provided'in 310 CMR-10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order,or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L. c. 131, §40), and is inconsistent with the wetlands regulations(310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. wpa5sigs.doe,• rev.02t25/2010 Page fi of/9.r BARNSTABLE RE*aISTRY OF DEEDS John F, Meade, Register r Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-5499 MassDEP File r WPA Form 5 — Orders of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction.# BARNSTABLE • City/Town. G. Recording Information Prior to commencement of work, this Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to.the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on this page shall be submitted to the Conservation Commission listed below. BARNSTABLE Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission.. To: BARNSTABLE Conservation Commission. Please be advised that the Order of Conditions for the Project at: 1520 lyannough Rd.& 131 Attucks Ln., SE3-5499 Barnstable MassDEP File Number Has been recorded at the Registry of Deeds of: It-. 30775 P9193 4,47770 0 0 2017 a 12 o 22p County ook Page for: Property Owner and has been noted in the chain of title of'the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: • Instrument.Number If registered land, the document number identifying this transaction is: • Document Number Signatu Ap Ica vvparorm5.doc. rev.6/16/2015 P 9e"12 of 12 - 2.o 3 'v7 ®S•i of Tati Town of Barnstable eQ vt 'L. Building Department Services BARNSTABLE BARNSTABLE, B.ORnsw.BIC•.'RtrumY•[onnr.hr ras MASS. Brian Florence, CBO V➢SCYSR 9•WIYV L•W'L.NAYSLNL 1639. ,�� 163114 .7ED MA'i Building Commissioner � � 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 ( �tj 1 Fax: 508-790-6230 February 7, 2018 'J The Cape Cod Five Cents Savings Bank c/o Mr. Matthew Eddy Baxter-Nye Engineering and Surveying 78 North Street—3`d Floor Hyannis, MA 02601 RE: Site Plan Review#026-18 Modified The Cape Cod Five Cents Savings Bank 1520 Iyannough Road, Barnstable Map 253, Parcels 020800, T00, H00 &Map 254, Parcel 012 Proposal: Modification of previously-approved plans including: revision to the parking structure and removal of the drive-up window. The new parking structure is revised from three levels to two levels with a larger footprint. This results in a modification to the westerly lot line as shown on the plan. The proposed changes result in new parking counts of 137 on the ground and 217 in the parking structure. Dear Mr. Eddy: At the formal site plan review meeting held February 1, 2018,the Site Plan Review Committee found the above-referenced application to be approvable subject to the following: • Approval is based upon, and must be substantially constructed in accordance with plans entitled "1520 Iyannough Road and 131 Attucks Lane, Barnstable, MA" 6 sheets, dated June 26, 2015 with final revisions January 16, 2018 and"Stormwater Management Report for Cape Cod Five Cents Savings Bank" dated December 14, 2016, revised January 16, 2018 both prepared by Baxter Nye Engineering & Surveying, Hyannis, MA for The Cape Cod Five Cents Savings Bank; garage elevation and floor plans, 5 sheets, dated September 13, 2017 with final revisions January 22, 2018; "Parking Garage Schematic Planting—Cape Cod Five Cents Savings Bank Hyannis Banking Center- 1520 Iyannough Road, Hyannis", 1 sheet, dated December 4, 2017 prepared by Jenick Studio • Modification of the existing Zoning Board of Appeals Special Permit will be required. • An Approval Not Required Plan depicting the proposed adjustments to the lot line is required to be approved by the Planning Board and recorded prior to the building permit application stage. • Proposed site work must be coordinated with Conservation Commission conditions of approval. • Confirmation that sewage flows conform to wastewater discharge requirements is required to be submitted prior to the Zoning Board of Appeals Special Permit hearing. • Implementation of the approved Stormwater Operations and Maintenance Plan is required. • Work within the Town Right of Way will require a road opening permit from DPW with curbing within the Town Right of Way to be VGC. A sewer connection permit will also be required from DPW. Contact: Assistant Town Engineer DPW- Amanda Ruggiero 508-790-6400. • Consultation with the Barnstable FD, regarding location of a 2nd onsite hydrant is required. Contact Deputy Chief Rick Fautz, 508-362-3312. • Abandonment permits must be obtained from the Health Department for each of the existing septic systems. • A Food Permit must be obtained from the Health Department for the cafeteria use. Contact: Health Dept. 508-862-4644. • As proposed, cafeteria will be utilized by employees only. • Entertainment and Alcohol Licenses (or One-Day Permits for each) are required from the Licensing Authority for any special events held on the premises. Contact: Licensing 508-362- 4672. • An onsite directional signage package is required to be submitted and approved by Elizabeth Jenkins, Director of Planning &Development prior to the building permit stage. Contact: 508- 862-862-4680. • Conditions of CCC DRI Decision, CCC File#17006 as modified, including but not limited to the following: o Prior to the issuance of a Building Permit the Applicant shall obtain a Preliminary Certificate of Compliance from the Commission that evidences that all conditions of the CCC DRI Decision have satisfied and that the project is in compliance with the decision. o Prior to the issuance of the Certificate of Use and Occupancy by the Town for the Project as modified,the Applicant shall obtain a Final Certificate of Compliance from the Commission. • Improvements proposed in the Route 132 layout are required to receive final approval from Mass DOT. • 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, ,Zte/ , Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence, Building Commissioner, SPR Chairman Elizabeth Jenkins, Director of Planning &Development Amanda Ruggerio,Assistant Town Engineer Deputy Chief Rick Fautz,Barnstable FD Darcy Karle, Conservation Administrator Zoning Board of Appeals Planning Board Health Department (--- ;%iiii ,1r Mail Processing Center Aeronautical Study No. p., Federal Aviation Administration 2017-ANE-4249-OE Southwest Regional Office Prior Study No. Obstruction Evaluation Group ---OE 10101 Hillwood Parkway Fort Worth,TX 76177 Issued Date: 11/29/2017 Dana Marcotte Dellbrook/JKS 15 Research Road East Falmouth,MA 02536 **NOTICE OF PRESUMED HAZARD ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations,part 77, concerning: Structure: Crane 200 ton hydraulic crane with jib Location: Hyannis,MA Latitude: 41-40-46.35N NAD 83 Longitude: 70-19-11.43W Heights: 49 feet site elevation(SE) 210 feet above ground level (AGL) 259 feet above mean sea level(AMSL) Initial findings of this study indicate that the structure as described exceeds obstruction standards and/or would have an adverse physical or electromagnetic interference effect upon navigable airspace or air navigation facilities. Pending resolution of the issues described below, the structure is presumed to be a hazard to air navigation. If the structure were reduced in height so as not to exceed 200 feet above ground level (249 feet above mean sea level), it would not create a substantial adverse effect and a favorable determination could subsequently be issued. If the structure were reduced in height so as not to exceed 210 feet above ground level (259 feet above mean sea level), and a 2C certified survey is provided, it would not have a significant adverse impact and a favorable determination could subsequently be issued. The survey we require must be developed by a registered surveying firm in the state the survey is performed. Survey data must be based on the North American Datum of 1983, provided in geographic latitude and longitude coordinates(degrees, minutes, seconds to the hundredth of a second). The site elevation must be based on North American Vertical Datum of 1988. The survey letter must certify accuracy of at least plus or minus 50 feet for horizontal and 20 feet for vertical data. See Attachment for Additional information. NOTE: PENDING RESOLUTION OF THE ISSUE(S)DESCRIBED ABOVE, THE STRUCTURE IS PRESUMED TO BE A HAZARD TO AIR NAVIGATION. THIS LETTER DOES NOT AUTHORIZE CONSTRUCTION OF THE STRUCTURE EVEN AT A REDUCED HEIGHT. ANY RESOLUTION OF THE Page 1 of 7 • ISSUE(S)DESCRIBED ABOVE MUST BE COMMUNICATED TO THE FAA SO THAT A FAVORABLE DETERMINATION CAN SUBSEQUENTLY BE ISSUED. IF MORE THAN 60 DAYS FROM THE DATE OF THIS LETTER HAS ELAPSED WITHOUT ATTEMPTED RESOLUTION,IT WILL BE NECESSARY FOR YOU TO REACTIVATE THE STUDY BY FILING A NEW FAA FORM 7460-1,NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION. If we can be of further assistance,please contact our office at(404) 305-6531,or darin.clipper@faa.gov. On any future correspondence concerning this matter,please refer to Aeronautical Study Number 2017-ANE-4249-OE. Signature Control No: 348602676-350170108 (NPH) Darin Clipper Specialist Attachment(s) Additional Information Case Description Map(s) Page 2 of 7 Additional information for ASN 2017-ANE-4249-OE The proposed temporary crane,not exceeding a height of 210 feet(ft.) above ground level(AGL) 259 ft. above means sea level (AMSL),would be located approximately 1.88 nautical miles (NM)west of Barnstable Municipal-BoardmanfPolando Field's (HYA), airport reference point,Hyannis,MA. The proposal has been identified as an obstruction under the standards of Title 14,Code of Federal Regulations (CFR),Part 77, as applied to HYA as follows: Section 77.17 (a)(2): A height that is 200 ft. AGL, or above the established airport elevation,whichever is higher,within 3 NM of the established reference point of an airport,excluding heliports,with its longest runway more than 3,200 ft. in actual length,and that height increases in the proportion of 100 ft. for each additional NM from the airport up to a maximum of 499 ft. The proposal exceeds by up to 5 ft. Section 77.17 (a) (3). A height that increases a minimum instrument flight altitude within a terminal area (TERPS criteria): At 259 ft.AMSL,Hyannis/Barnstable Muni-Boardman/Polando Field(HYA),MA. ILS or LOC RWY 15,ILS or LOC RWY 24, increase CAT A circling MDA from 560 to 620 ft. The no exceed height(NEH)is 249 ft. AMSL. With a 2C survey on file,there would be no IFR effect. RNAV(GPS)RWY 6,RNAV(GPS)RWY 24, increase CAT A/B/C circling MDA from 560/560/580 to 620 ft. The NEH is 249 ft. AMSL. With a 2C survey on file,no IFR effect. RNAV(GPS)RWY 15, increase CAT A/B/C circling MDA from 600/600/600 to 620 ft. The NEH is 250 ft. AMSL. With a 2C survey on file,no IFR effect. Section 77.17 (a) (5): The surface of a takeoff and landing area of an airport or any imaginary surface established under 77.19,77.21,or 77.23. However, no part of the takeoff or landing area itself will be considered an obstruction. Section 77,19 (a): Horizontal Surface. A Horizontal plane 150 ft. above the established airport elevation, the perimeter of which is constructed by swinging arcs of a specified radii from the center of each end of the primary surface of each runway of each airport and connecting the adjacent arcs by lines tangent to those arcs. The proposal exceeds the Horizontal Surface by up to 55 ft. Options for this study include the following: 1. Accept lowering the height to 200 ft. AGL/249 ft. AMSL,resulting in a favorable determination. 2. Provide a 2C survey resulting in a favorable determination at the originally submitted height. 3. Request termination of study and find an alternate location. An example of a 2C survey is as follows: REF: AERONAUTICAL STUDY NUMBER: Page 3 of 7 • "I certify that the latitude and longitude are within+/- 50 feet horizontally; and the site elevation ft.MSL,is within+1-20 feet vertically. With a structure height of ft. AGL, the overall height is ft. AMSL. The horizontal datum(coordinates) is in terms of the North American Datum of 1983 (NAD 83). The vertical datum heights are in terms of the North American Vertical Datum of 1988, and are determined to the nearest foot," (IF NAD 83 IS NOT AVAILABLE,IDENTIFY THE DATUM USED) "SIGNED": (Professional Engineering Title-REQUIRED) (With seal imprint) "PRINTED": Your response may be e-mailed to darin.clipper@faa.gov. If the FAA does not receive a response to this letter within 60 days,the study will expire as noted on Page 1. Page 4 of 7 Case Description for ASN 2017-ANE-4249-0E Construction of a new building and parking garage. 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EJ 0 �*, ,;arc tic 'TR" =s`i ' aG st F asp n fl,'z T 3.A r kr.n CAPE Q +/fir , ' /t4� x t i '.w z . 4'„ � -1 �k ;t A. 4 T .ad ,„-, ,,.,,,.. 7'.'%3 veN4 J r, � ,._ , - ""a > 4s � �;„a, x�l�w. ,s,rei � x � �- 7i L.t. 'M^ N"^ '� ij"� � Y i... 3' 'Y f 1 xT� r k i Y ® ® -. .. ti .f '1 x 1 r 1 _ / 4 ',,anti ,., 7--_ - • `y'7�iay( , �,,�.�'� '�'q, e. x ..- - x 4 ./-fi 7f i4, \ .=-' ��.. .y 5 �:r'- rr ) s i' ' , E yj -,. i ,I9a .t i r ' s tity00,,,.:„---'4,!,ilt,,,...„ 7i�e,• rM ir s T ^h1,• *t-3 � �t ` ®� r '` . ..: ,_vrs a .w ' lp y 'a �. rl- _. ... '! 32 '.0 m' : ti ` ' a te ` € ( '' " t� 4 x r' tv at � �,y^�, � em��xEV�3M�■tlYa+lyg,+�+. _�q`y�fr`. t a� �� j. � x P 9 51. iv �. $'"... Z h A 1., "c„,,, • RP 7 ,�x, _..pokii>stiti, .r .z v r I + f, ! }'OK 7% • • • Page 7 of 7 Mckechnie, Robert From: Mckechnie, Robert Sent: Wednesday, March 21, 2018 10:32 AM To: 'Dana Marcotte' Subject: RE: Cape Cod 5 project Dana, I believe that this will be the list. Please contact me if you have any questions. From the Site Plan Review#026-17 Modified: 1.) Plans entitled "1520 lyannough Road and 131 Attucks Lane, Barnstable, MA" 6 sheets, dated June 26, 2015 with final revisions January 16, 2018. 2.) Garage elevation and floor plans, 5 sheets,dated September 13,2017 with final revisions January 22, 2018. 3.) A new ANR plan showing the modifications of the westerly lot line. I will proceed with the review once these items are provided. Thank you, Bob Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street • Hyannis, MA 02601 508-862-4033 From: Dana Marcotte [mailto:DMarcotte@dellbrookjks.com] Sent: Wednesday, March 21, 2018 9:11 AM To: Mckechnie, Robert Cc: Dana Marcotte Subject: RE: Cape Cod 5 project Thanks Bob, Looking forward to it. It looks like this storm might not be as bad as the previous ones but it's not the ideal way I picture brining in the ].St full day of spring! Stay safe! Thank you, Dana Marcotte Senior Superintendent Mobile: (617) 828-1159 1 DELLBROOK JKS One Adams Place 1859 Willard St. I Quincy, MA 02169 1781.380.1675 15 Research Rd. I East Falmouth, MA 02536 508.540.6226 f V, .fn From: Mckechnie, Robert [mailto:Robert.McKechnie@town.barnstable.ma.us] Sent:Wednesday, March 21, 2018 9:05 AM To: Dana Marcotte<DMarcotte@dellbrookjks.com> Cc: Florence, Brian<Brian.Florence@town.barnstable.ma.us>; Greg Inman<ginman@dellbrookiks.com>; Carolyn Kimball<ckimball@dellbrookiks.com>;Tori Leonard<tleonard@dellbrookiks.com>; Paul McDonough <pmcdonough@dellbrookiks.com>; 'mcanina@capecodfive.com'<mcanina@capecodfive.com>; 'Kurt Raber' <kurtraber@capearchitects.com>; 'Raber, Chris'<craber@capecodfive.com> Subject: RE: Cape Cod 5 project Good Morning Dana, I have not finished the review of this application. I am working on a list of items that will be required. When I have that list (should be today or tomorrow) I will forward it to you via email. Thank you, Bob Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 From: Dana Marcotte [mailto:DMarcotte@dellbrookjks.com] Sent: Tuesday, March 20, 2018 7:52 PM To: Mckechnie, Robert Cc: Florence, Brian; Greg Inman; Carolyn Kimball; Tori Leonard; Paul McDonough; Dana Marcotte; 'mcanina@capecodfive.com'; 'Kurt Raber'; 'Raber, Chris' Subject: RE: Cape Cod 5 project Hello .Bob, I was checking in again to see if you need anything from me. I know you are reviewing the core and shell drawings as part of the permit application. I noticed on line that all other reviewers have signed off on the permit application with approval pending upon completion of your review. (The miracle of portals and digital progress!) If you have any questions or need any additional information please let me know. We will have one more permit for the fit up of the bank headquarters building once the design is • finalized. The parking garage drawings and approvals seem to be moving along quickly and we hope to be ready to submit them for our permit i.n the near future. I see you are still being copied on all of our site visits, inspection reports, and test results. If there is anything else you need please let me know. 2 • Thank you, Dana Marcotte Senior Superintendent Mobile: (617) 828-1159 . DELLBROOK JKS One Adams Place [ 859 Willard St. ! Quincy, MA 02169 781.380.1675 15 Research Rd. ! East Falmouth, MA 02536 i 508.540.6226 f g From: Dana Marcotte Sent: Friday, March 2, 2018 12:25 PM To: 'Mckechnie, Robert' <Robert.McKechnie@town.barnstable.ma.us> Cc: 'brian.florence@town.barnstable.ma.us'<brian.florence@town.barnstable.ma.us>; Greg Inman <ginman@'dellbrookjks.com>; Carolyn Kimball<ckimball@dellbrookiks.com>;Tori Leonard <tleonard@dellbrookiks.com>; Paul McDonough<pmcdonough@dellbrookjks.com>; Dana Marcotte <DMarcotte@dellbrookjks.com> Subject: RE: Cape Cod 5 project Hello Bob, Dana Marcotte from Dellbrook / JKS on the Cape Cod 5 project checking in again to see if you need anything from me? The mason started this week and our foundation waterproofing is moving along. We continue to have consultants and testing agencies performing inspections and testing pretty much on a daily basis. If you have an.y questions please do not hesitate to call me. We are still waiting for the core and shell documents to submit for our next permit on the project. Thank you, Dana Marcotte Senior Superintendent Mobile: (617) 828-1159 DELLBROOK JKS One Adams Place 1859 Willard St. Qu.I Qui..: incy, MA 02169 781.380.1675 15 Research Rd. I East Falmouth, MA 02536 i 508.540.6226 ..in. From: Dana Marcotte Sent:Wednesday,January 17, 2018 5:16 PM To: 'Mckechnie, Robert'<Robert.McKechnie@town.barnstable.ma.us> Cc: 'brian.florence@town.barnstable.ma.us'<brian.florence@town.barnstable.ma.us>; Greg Inman <ginman@dellbrookiks.com>; Carolyn Kimball<ckimball@dellbrookiks.com>;Tori Leonard 3 <tleonard@dellbrookiks.com>; Paul McDonough <pmcdonough@dellbrookiks.com>; Dana Marcotte <DMarcotte@dellbrookjks.com> i Subject: RE: Cape Cod 5 project Hello Bob, .I was just checking in to see if you need anything from me at this time. I see you are being copied on test and field site visit reports as requested. We will be making our 1st foundation wall placement on Friday. Mother nature is giving us a run for our money so far. Next up will be our demolition permit for the 131 Attucks Lane building. We are waiting for the utilities to finish their cut and caps so they can issue me their letters. I hope to be down to submit this in the next week or so. Our core and shell building permit application documents should be ready in the next couple of weeks for submission. The parking garage is being re-designed and Cape Cod 5 has started the review process with each of the town agencies for their approvals. This looks like closer to April before our application will be submitted for that permit. If you need anything at all, please do not hesitate to call me. Thank you, Dana Marcotte Senior Superintendent Mobile: (617) 828-1159 DELLBROOK JKS One Adams Place 859 Willard St. i Quincy, MA 02169 I 781.380.1675 15 Research Rd. i East Falmouth, MA 02536 ? 508.540.6226 f `' itO din From: Dana Marcotte Sent: Friday, December 8, 2017 1:31 PM To: 'Mckechnie, Robert'<Robert.McKechnie@town.barnstable.ma.us> Cc: 'brian.florence@town.barnstable.ma.us'<brian.florence@town.barnstable.ma.us>; Greg Inman <ginman@dellbrookiks.com>; Carolyn Kimball<ckimball@dellbrookiks.com>;Tori Leonard <tleonard@dellbrookiks.com>; Paul McDonough<pmcdonough@dellbrookiks.com>; Dana Marcotte <dmarcotte@dellbrookiks.com> Subject:Cape Cod 5 Hi Bob, I stopped by the office today to say hello and to discuss our progress and how we want to handle the distribution of information and reports from our engineers,Architect, and testing agencies for the Cape Cod 5 project. Would you like to see every report as they are distributed or would you like them monthly or a complete package at the end of the project? 4 What is the best way to get you the copies of the information you would like to see?Would you like it by E-mail or hard copies? Sometimes getting information in bits and pieces they can tend to get lost or miss placed. We have several available option to choose from. At the end of the project we will put together a complete package with ALL reports,tests,and inspections along with the affidavits for the entire project. If you could give me a call to discuss the above when you get a moment that would be great! We are suppose to have the complete documents for the core and shell of the building by the end of next week.That should allow us to submit for our final permit for the office building. Cape Cod 5 is starting to move out of their 131 Attucks Lane building over the next couple of weeks so that would allow us to apply for the demolition of that building. A lot is finally beginning to happen! (I attached a few photos) Thank you and enjoy your weekend! Dana Marcotte Senior Superintendent Mobile: (617) 828-1159 .............:..........................................................................:.....................:.......................:.........:.....:.:...................:.:......... One Adams Place 859 Willard St. j Quincy, MA 02169 781.380.1675 15 Research Rd. East Falmouth, MA 02536 508.540.6226 f min 5 Town of Barnstable Regulatory Services Richard V. Scali,Director Building Division BARNSTABLE z razor Paul K. Roma Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.ba rnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 March 14, 2017 Cape Cod Five Cents Savings Bank PO Box 10 19 West Road Orleans, MA 02653-0010 ATTN: Mr. Christopher Raber Dear Mr. Raber, It was a pleasure meeting you, Mr.Novak, and Mr. Canina on March 7. Thank you for the explanation of your proposed project located at 1520 Iyannough Rd. and 131 Attucks Lane, Barnstable. Having reviewed the supplied documentation,this office concurs that the applicable category of Section 240-56 for the parking of this project falls under the category of, "All Other Uses" as determined by the Building Commissioner. Based upon the various uses,the proposed number of 375 parking spaces seems reasonable and appropriate for the site and the needs of your business. If you have any questions,please do not hesitate to contact this office. Sincerely, Paul Roma Building Commissioner • -61;46'e :'---„; ,:,, IP , Community Banking Co d . , Since 1855 , x ,1 THE CAPE COD FIVE CENTS SAVINGS BANK February 28, 2017 Mr. Paul Roma Building Commissioner Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 RE: Parking Calculation Analysis for Proposed Redevelopment at 1520 Iyannough Road and 131 Attucks Lane in Hyannis Dear Commissioner Roma, The Cape Cod Five Cents Savings Bank is proposing a major redevelopment of the above properties. The redevelopment will replace all existing structures and improvements on the land with a new approximately 78,220 sq. ft. large-scale commercial building for use by the Bank as well as a detached multi-story parking structure. The Bank's use of the property will be a hybrid of office space, retail-consumer service space, and assembly space. A copy of the proposed site plan is enclosed for your review. The redevelopment requires review by the Cape Cod Commission. As part of this review, we are required to submit confirmation that the proposed parking for the redevelopment complies with local zoning. We are thus writing to you to request 1) your review of the following explanation of how we calculated the parking requirement for the above redevelopment in accordance with the Barnstable Zoning Ordinance and how we propose to meet these parking requirements for the project, and 2) a determination that based on the following the proposed parking numbers for the project will conform to that required by the Barnstable Zoning Ordinance. We will submit such determination to the Cape Cod Commission with our filing. Section 240-56 of the Barnstable Zoning Ordinance establishes the Off-Street Parking Requirements for various specific uses. The hybrid use proposed by the Bank for the redevelopment does not fall neatly into any one, single listed category. As a result, it is our belief that the most appropriate category is "All Other Uses." The required number of parking spaces for such uses is to be "determined by the Building Commissioner." The following is our analysis of the proposed parking for the redevelopment and a tabulation that we hope you will concur with for the redevelopment: . fr • The project is not strictly limited to one specified"use" as it is a combination of office space, retail-consumer service space, and assembly space as discussed below. • Current office building development standards (or benchmarks), be they in the private or Government sectors, demonstrate that a more current standard for office parking spaces is one parking space/200-250 SF of gross floor area dedicated to such use. This is often due to the high cost of real estate and the increasing mobility of staff, and the rapid adoption of new technology. The proposed building will include approximately 76,370 GSF of space not classifiable as retail, the bulk of which will be office space. As such, we feel that an average of one parking space/250 GSF is a more appropriate ratio to use for the purposes of use for this redevelopment. • Additionally, there will be approximately 1,850 GSF of space dedicated for use as a retail Branch Bank. We agree that one parking space/200 GSF as referenced in the Zoning Ordinance is relevant for this redevelopment. • Further, we are programming into this building multiple training rooms and meeting rooms for larger department meetings, etc. The building will also include employee amenities such as health & and wellness spaces and a cafeteria. We expect that for these reasons, we will also see an increase in visits from our staff who typically work in any one of our other facilities. • The Bank also hosts a steady stream of auditors, regulators, and consultants on a regular basis as required by the Banking laws. These official visitors often remain on site for several weeks at a time. • Finally, we will also have customers coming and going from the site every day. As a result of the above, we propose the following parking spaces for the hybrid use: Parking counts per design Office 1/250 SF 76370/250 = 305.48 Retail/Consumer Service . 1/200 SF 1850/200 = 9.25 Visitors • average of 50/day= 50.00 Customers average of 10/time= 10.00 TOTAL= 375 While we would like to reserve the right to recalculate these numbers at a later date based on a more complete design, we respectfully submit that the above analysis presents a reasonable and appropriate method by which we can respond to the principles outlined in the Zoning Ordinance and provide sufficient parking for the intended use of the building. • At this time we would like to ask that you confirm that in accordance with Section 240-56 of the Barnstable Zoning Ordinance, the proposed Cape Cod Five Redevelopment is appropriately classified as "other use" and that the above approach and proposed 375 on-site parking spaces is reasonable and appropriate for the Bank's situation and site. If you have any questions, or if we can provide any additional information, please do not hesitate to contact me. Thank you for your attention to this matter. Sincerely, C,. )(ja Christopher W. Raber SVP/Chief Real Estate Officer w r1 co 0- m 1:7� t © Z Charles D.&n1cer,GOvemw � ' 6 Wy Ka n E.Polito,Lieutenant Governor mStep► ie Poltad> Secretary&GAO a 'a.� ,. g ,T0Jeffrey DeCarlo,Administrator ,` Massachusetts Department orTransgq_r�tlan Q 0 s;k Aeronautics Division .--! 2 Co O P_ December 11, 2017 Mr.Dana Marcotte Dellbrook/JKS 15 Research Road Falmouth,MA 02536 RE: MassDOT File No. 20 1 7-HYA-0O2 10-1 7 Crane to Construct new building at 1520 lyannough Road Barnstable,MA Dear Mr.Marcotte: Enclosed is a copy of the final determination by the Massachusetts Department of Transportation (MassDOT)Aeronautics Division on your Request for Airspace Reviewof the above referenced proposal. The Aeronautics Division's assistance is offered pursuant to the aviation law requirements of the Commonwealth. Please note that although the proposal is not subject to further action required by the Aeronautics Division's laws or regulations,this office may offer additional comments after considering FAA's determination of its impact to a public use airport or NAVAID facility through the aeronautical study process. If you have any questions,please feel free to contact me. Sincerely, y----42,)/e/.1 ir Thomas F.Mahoney, Director of Airport Engineering cc:K.Servis,Assistant Airport Manager file Logan Office Center,One Harborside Drive,Suite 205N East Boston,MA 02128 Tel:617-412-3680,TTY:857-368-0655 www.mass.gov/massdot • '/ ' ' - For Office Use Only Massachusetts Department of ,MC7S:.s' 4o1T Transportation 0 Airspace Analysis nau'ttc:Dlvrsion skin "" . AERONAUTICS DIVISION Comments Initials A:eev Airspace Review Received MassDOT File No: 2017-HYA-0O210-17 FAA File NO: (For reference only) Notice is required by 780 CMR(Code of Massachusetts regulations)11.7.Hazards to Air Navigation.Pursuant to Massachusetts General Law(MGL)Chapter 90,Section 35B,the MassDOT Aeronautics Division agrees to perform as AIRSPACE ANALYSIS and render a determination for the project listed below. Sponsor(include name.address.telephone number): Sponsor Representative(include name.address,telephone number): Last Name Suffix First Name Last Name Suffix First Name Marcotte Dana Marcotte Dana Company Telephone Company Telephone 617-828-1159 617-828-1159 Address City State ZipCode Address City State ZipCode 15 Research Road Falmouth MA 02536 15 Research Road Falmouth MA 02536 Email Email dmarcotte@dellbrookjks.com dmarcotte@delibrookjks.com Project Description(please type or print clearly): Location,Height,elevation Data: Use a crane to Construct new building at 1520 lyannough Road Nearest city,State: Hyannis MA in Hyannis MA.Erection of steel structure and load materials and equipment on the roof Degree Minutes Seconds Latitude 41 I 40 I 46.35 Longitude 70 I 19 11.44 Datum ©NAD 83 or 0 NAD 27 Site elevation above MSL(ft): 49 MSL Maximum height above ground(ft): 210 AGL Maximum elevation above MSL(ft): 259 MSL 0 Required:Attach 81/2*11 inch map(eg.USGS Quad Sheet)showing location of project Nearest Public-Use Aviation Facility: Bamstable Municipal Airport ******************DO NOT WRITE BELOW THE FORM****************** AIRSPACE ANALYSIS Concludes the following: Closest Runway: 15/33 Distance from RWend: 7762 feet Offset from RW CL: 4935 ❑Project violates MGL ch.90,35B by [Runway Horizontal plane-3,000'X2 Statute Miles,150'above RW] ©Project violates MGL ch.90,358 by [Runway Approach Plane-3,000'x3,000'@20:1 slope] ❑x Project does not violate Aeronautics Division Airspace Laws or Regs. DETERMINATION: ❑Permit is required*pursuant to MGL Ch.90,35B,for ❑Runway Horizontal Plane ❑ Runway Approach Plane ©Permit is not required pursuant to MGL Ch.90,35B 0 No violations of Laws or Regs. ❑Ch.90 violation=30'agl Additional concerns: ❑ FAA Standards 0 VFR Route ❑Wildlife ❑ Traffic Patterns 0 Noise 0 Other This determination is based on the foreign description of the proposed project including the location,height and elevation data provided by the Sponsor.Any changes in the data provided to the Aeronautics Division from that which is shown herein render will render this determination null and void and will necessitate a new request 77./.MassDOT-Aero: Title: Director of Airport Engineering Date: December 11.2017 y� Town of Barnstable Building Department Services ` Brian Florence, CBO. Iai II ,�n�T ,�D "'� I; Building Commissioner BARNSTABLE. • STAB I wu u�.cucumi�•mnM•Muinis i6 i. - 200 Main Street, Hyannis,MA 02601 a ���at^" C�.O 39 is�s-xoia D �. www.town.barnstable.ma.us %�/a Office:`508-862-4038 S If Fax: 508-790-6230 Sfr-2)/1 A Il �k u k`c H-riikperP August 21, 2017 The Cape Cod Five Cents Savings Bank CcriC do Attorney Andrew L. Singer Law Office of Singer& Singer, LLC P. 0. Box 67 Dennisport,MA 02639 RE: Site Plan Review#026-17 The Cape Cod Five Cents Savings Bank—Post DRI Approval - _ yannoughh° ;and .33 sc s ° e ' $ Bams ,® e Map 253, Parcels 020-BOO,TOO, HOO and Map 254,Parcel 012 Proposal: Demolition of existing one-story 32,255 s.f. retail building with no basement and 5,904 s.f. two-story building with basement at 131 Attucks Lane. Construction of a new approx..78,220 s.f. two and one half story office building(inclusive of a retail branch). Also, construction of a two-level parking structure with 99,733 s.f. of a raised or covered parking deck to accommodate 240 vehicles. Extensive renovations are proposed to the site entries,parking areas, driveways and landscaping. Dear Attorney Singer: The above proposal was found to be approvable by the Site Plan Review Committee at the formal site plan review meeting held August 17,2017, and is subject to the following: • Approval is based upon, and must be substantially constructed in accordance with plan entitled"The Cape Cod Five Cents Savings Bank—Site Re-Development Plans"consisting of 26 Sheets and includes FD tower truck templates, dated June 25, 2015 with final revisions July 10, 2017 excepting Utility and Sewer Plans, Sheets C5.0, C5.1 and C5.2 having final revision August 7, 2017; and"Stormwater Management Report for Cape Cod Five Cents Savings Bank" and"Site Operation and Maintenance Plan for Cape Cod Five Cents Savings Bank" dated 12/14/16, all prepared by Baxter Nye Engineering & Surveying, Hyannis. Also, elevations and floor plans entitled"Cape Cod 5"consisting of 17 sheets submitted July 25, 2017 prepared by Brown Lindquist Fenuccio &Raber Architects, Inc., Yarmouth Port,MA; and,landscape,planting plans, grading,materials plans dated January 30, 2017 with final revision to Sheet L1.0 per CCC DRI 6/5/17; and, lighting and photometric plans dated 12/12/16 prepared by Groundworks Landscape Architecture, Inc., Falmouth, MA. • Shea, Sally. From: Sumner, Matthew Sent: Friday,June 22, 2018 4:05 PM To: Barrows, Debi; Benoit,James;Ahern, Carolyn; Conservation Mailbox; Consumer Affairs Mailbox; E911-Verizon; Pulsifer, Frank; Gorenstein, Michael; Health; Huxter, Shirley P - Barnstable, MA;Judith Grimley; Keeler, Marie T (Marie T Keeler); Notify911Address@state.ma.us; Richard Pfautz - Deputy Fire Chief; Shea, Sally Subject: FW:Town of Barnstable- Change of Address- Barnstable Village Attachments: BA 253-020-BOO . 253-020-TOO 1490 lyannough Road.pdf; BA 253-020-BOO . 253-020- TOO 1500 lyannough Road.pdf Hello all, We have changed the address for parcels 253-020-B00 and 253-020-TOO from 1520 lyannough Road to 1500 lyannough Road, Barnstable. Additionally, a pump station on this property has been assigned a 1490 lyannough Road, Barnstable address(please see attached map). Please note that parcels 253-020-H00 and 254-012 (132 Atttucks Lane) have been combined with parcel 253-020-B00 and the paper road between them has been abandoned (please see attached map). Thank you, Matt Matthew Sumner Barnstable DPW-Engineering Records and Assets Manager 9 9 9 Office: 508-790-6400 x4942 Matthew.Sumner c(�town.barnstable.ma.us • 1 i Roa4'Zngineering Page 1 of 1 44 ,�2!,y; �, �` ,. �/,�,�%f��y J I �'�i�a • 046190. L/ II S r t i:I OA(?�.5'Cnlfl I f *I n s a // Logged In As: Road System Thursday,May 31 2018 Application Center Road System Reports Road System Search Options Search By Multiple Addresses by Map Parcel V Map Block Lot 1253 020 BOO Search:. <Prey Next> Page 1 of 1 j Add Record Parcel Location Village Index 253020B00 1490 IYANNOUGH ROAD/RTE132--Pump Station BARNSTABLE 0781 253020B00 1500 IYANNOUGH ROAD/RTE132--Bank BARNSTABLE 0781 • I ' • f �� it http://issgl2/intranet/propdata/roadengineering.aspx 5/31/2018 „oFt lost. Town of Barnstable ti y� , 90 ass Building Department Services BARNSTABLE * BARNSTABLE * 6LCNSTAEIE•<EIRERNLLE.[ONR•NYRNNIs 9 g Brian Florence CBO �N�169a014ws eaan et '°Tfnru+°i Building Commissioner '72Y 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 May 30, 2019 The Cape Cod Five Cents Saving Bank c/o Mr. Matthew Eddy Baxter-Nye Engineering and Surveying 78 North Street -3rd Floor Hyannis, MA 02601 RE: The Cape Cod Five Cents Savings Bank—Administrative Approval Cy_annough:Road;Barnstable Map 254, Parcel 014 Approved SPR#004-18 150 Proposal: Remove, regrade and replace pavement/parking along the west end of the building. Addition of a canopy at the main entrance and secondary side entrance. Addition of a new walk from the corner of the building at the drive up to the existing sidewalk at the opposite corner. Dear Mr. Eddy: Please be advised that I have determined that pursuant to Chapter 240-101 (B) of the Town of Barnstable Code, the above-referenced proposal is of no significant detriment to the achievement of any of the purposes outlined in Chapter 240-99 which require Site Plan Review approval. Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all site work if applicable, 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. Sin rely, Brian Florence, ] 'wilding Commissioner CC: . Griffin Beaudoin, Town Engineer, DPW , oF�ME,�. The Town of Barnstable ti Department of Public Works II 'TX-Orin ' 382 Falmouth Road,Hyannis,MA 02601 B A D1�T(TA B1 E I.vt,BARNSrABLE, ARN 1, L Mara• www.town.barnstable.ma.us �6�-=ova p i6�q. �0� 373 lBDMt:<A Daniel W. Santos,P.E. Office: 508.790.6400 Director Fax: 508.790.6343 May 25, 2018 Cape Cod Five Cents Savings Bank 19 West Road Orleans,MA 02653 SUBJECT: Numbering of Buildings Parcel Nos. 253/020/BOO and 253/020/TOO i Dear Property Owner, Notice is hereby given in accordance with the Code of the Town of Barnstable, Chapter 51,Numbering of Buildings, adopted August 18, 1994. Public convenience and necessity require the assignment of number 1500 to your property located on Iyannough Road, Barnstable. This number should be affixed to your building so that it is visible from the street as outlined in Exhibit "E", Town of Barnstable Rules and Regulations for Numbering of Buildings. Barnstable and COMM Fire Departments have agreed with this change of address to comply with the Town of Barnstable Rules and Regulations. The previous address for Parcel Nos. 253/020/BOO and 253/020/TOO was 1520 Iyannough Road, Barnstable. Sincerely, paukt A/Ave-4i I Paul Graves, P.E. Town Engineer Encl: Town of Barnstable Rules and Regulations El Common Address Questions Site map Assessors Change Form +� ��yb c . 1 { 1 )' ` ;;;;'"' r x' " s xrJ r Legend ,•1� Y_t'B 11 OFt � 'tz-wN i „sK '":at`' , n a..yr Parcels g y BAR STABL� t G" " \ �� [`1 1 Y. f" .i.A. _a1�Dr A.s • �. _ .• "S <+' ... •. tib.�h4.Y•4kn .. -- --, — - Town Boundary �; _-- - Railroad Tracks i • J Buildings '� --- -- _ _ Parking Lots �°+ Paved - � - - Unpaved ram' Roads �"*f�;,�:"- - _ _ • G Paved Road la Bridge �:;: - • Unpaved Road r .ii• .:l'. - ®Paved Median Water Bodies p�yy 1' AE d rD CRAFT = • - .ash- • ;i' ��a Aa teE L.. LINES' i ," ., w 1'GJLil x;+. -- YPrYLS : 'M'�� " a '''''..," P Esc_ ` �-- To c�ARIF1x k CN E ERESs ,k••1..,,,.T.•/liZvp.61,..,.*"`'' .....„.. -•.-•.. ` ---{:-_ • 'sw >�7 ter ./ • • tm � 7av #f_ /.. '' '1 'y, � • ...f 1 i eV i.' 0 - k Yy f + 7 ' Map printed on: 5/31/20i8 This map is for illustration proposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 02601 0 Q�3 667 an on-the survey.It may be generaliz d,may not aa�ate relationships to physical objects on the map $08-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale:i inch= 333 feet cartographic errors or omissions. gis @town barnstable ma us r • • may 3, 1994 EXHIBIT E TOWN OF BABAST'ABLE RtTLM AND REOULATXON 7 • FOR NUMBER= OF nUIXIDXNG5 'fiEF: GENERAL ORDXNANCNa .i RT'XCLN V Assignment: (.Ref: Section 1Article V) The assignment of buildng numbers will. be under the direction oft '.Cow c•tne„.r. ,Method of Number Betabl4ahmer4t: (Ref; $eotion 1 Article V) . The town will utilize a system of number's issued by roadway stationing. Whereas, a number may be assigned every 10' along the centerline of the roadway. The beginning of stationing will start at (A) the main road in which the new road originates, (a) the entranos of the road closest to the nearest District Fire Department or (.C) the oul.-de-sao closest to the main road (in the event of a double ended road) 911V2" numbers will be issued to lots primarily on the north ex east aide of the roadway. "ADD," numbers ill/ be .issued to lots primarily on the south ex west side of the roadway. Corner Lots; Building numbers are assigned to all roads that the property abuts. However, access is orltioal to property location therefore, field inspection may be required to verify proper number. Dnneme flays: Unnamed roads, easements, rights of ways will be addressed from the main road in which' the way takes access. "Gays off of" will not be recognized -for individual addressing. Notes Unofficial road names will not be recognized for assigning building numbers. Le cal Accasst Numbers will be assigned to all roads abutting a • lot or parcel. The town will not be responsible to prove legal access for number assignments for abutting roads. H'owev'er, numbers will. not be assigned for lots that do not abut the road in question unless an alternate legal doses can be proven by the property owner. Driveways in common, will only be recognized for numbering with proof of legal access over other lots. Lots that abut roads outside of town boundary lines• must obtain building numbers from that particular town to avoid differsnoes in numbering of those roads. • • EXHIBIT r ,Mint' iple Builgaga and/or 1jn. tss Only one aeei.gned Street number will be issued per lot or pa.roel.. Multiple buildings or units will be unitized., The• Engineering Division will not be responsible for recording unit numbers. Should previously assigned numbers, to existing buildings prove oonfusing for emergency response departments; the unit numbers may be changed to eliminate confusion, otherwise this eeotion applies Only. to new structures. • Number's: • The objective of this section is to insure the posting of numbers adegeafie in size and color eo es to be visible •from the road on which the number was issued. • Size: The size of the numbers shall be not less than three inches nor more 'than twelve inches in height. Color: The color of the numbers shall be of high oontrast with, the background material. Black on white is optimum, brass . numbers on neutral colored background or •unfinished siding is not acceptable. Shape: The shape of the number's shall be Arabic. roman Numerals, script or written shall not be need. Location: Numbers shall be visible from both directions from the main road that the nwubere were issued, Vumbere shall be posted ' • on the building at eye level, preferably at the' main entrance. Buildings whiob are not visible. from the road, or not located within 100 feet of the road shall have the numbers affixed on the building so that they are visible from the driveway and at the road entrance of the driveway. ,h mail box, post, wooden sign or other • approved device at the road entrance of the -driveway visible from the.m ain road maybe considered suitable. Assignment of Enforcement: Notice of incorreot ox nonposting of numbers may be forwarded to the polioe Depertment for issuance of noncriminal citation as outlined in section 6, Article V% If, . after 30 days of notification of violation, the property owner has failed to affix visible street numbers as assigned by the Town Engineer, a xtonariminal citation shall be issued. w . ARDEMMLENDEJI.1 .Rx+�E':Town OfBaunatableRules and Regulations for Numbering of Buildings,General Ordinances Mtiicle'V, Corner Lots:Building numbers are assigned to all roads that the property abuts. . • However,access is critical to property location.Therefore,field inspection may be required to verify proper number. Thomaston:Comer lots pose problems for issuance becauase of different options for identifying a building location by appearance,Since•placeth nt of the building,landscape contours,driveway access and fences,foliage or other obstruction causes a building of this type to be viewed differently,the following will be used for proper detevmination of correct assignment of building numbers.: I)Primary attempt for assignment will be for what is determined as the front door entrance of the building. 2)Buildings that cannot be accessed from the wad that thefront toes(because of property elevations,fonces,foliage or other obstructions)will be assigned anumberfrom the road for its primary driveway access. 3)Buildings that are placed cater-cornered on the lot may utilize the driveway entrance as the determining factor for which road will be used fox assignment of building numbers, (NOTE:refer to items 1&2 for borderline determinations.)Only oater`corneredplaced buildings mith circular driveways will have the option of nunibea/road assignment. 4)Conditions that may change the"appearance of location"may require re-assignment of number/read combinations. • . • Conclusion:Addressing is of vital importance for proper field identification of a building,especially in the case of emergenoy.Standardized teohniques are xequired.to turderstand some of the complex placements and alternate accesses provided to buildings. 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Devel Lot: I PARCEL D Owner: (:API: COD 5 C.E1\11 S SAVINGS BANK co Owner: Street: : i 0 Wi::. T ROAb • • • • 1 City: ORLEANS 1 State: [MA 1 zip: 102653 ...1 Location: 'L00 I 111(ANNOUGH ROAD/RTE132 El viilage: Barnstable v I Road Index: 0781 PrI Frontage: 285 To set road,you can also enter road index and tab out of field, Secondary Road: OLD STRAWBERRY HILL ROAD v Sec Index: 1175 Sec Frontage: 595 Visions Location: I1500 IYANNOUGH RoAD/RTE132 1 Last Updated: [5/25/2018 9:34:22 AN1 No.Bldgs: 11 1 Account No: 165608 1 Lot Size(acres): 18.48000459 1 State Class: 13400 I Year Added: i2018 I Fire Dist: [i 1 Deed Date: 1273/2614. I Deed Ref: 197968/116 i Land Value: i'l 094500 I Bldgs Value: 12542600 --- 1 Extra Features: 1121400 I Condo Complex: 1 1 Building:1 i : Unit:1 Update http://issql2/intanet/propdata/ParcelEdit.aspx?ID=19266 5/25/2018 . $ • . 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I i•Vi.,"Qfy ,.*1-',4.1-115.-'4f.11..;: ''T• , "P:•,;:'•P--6-iiir t'.- -1,4'1"f-'-''''.,'' '''-'77.''M'''' ex?---24,..)eex, .efe. ,,,,.:1,..,.i.,,,,,,z:,,, , ' -'-. :- '• ' 6-kw.:_:_.. _ :,....4,---,:z•,f;,:::„..,z,..3.,::..,:..--;,-..:.:..... 64e.::.1.6.4itle*,-,, ,,44.-z1,,,-; Logged In As: Parcel Friday, May 25 2018 Application Center Road System Reports Road System The record has been updated. Parcel Detail Parcel ID: 1253020-100 I Sewer Acct: L. IIII:I1 -TA o Update ,.,.. 1 Devel Lot: 1 Owner: [CAPE COD 5 CENTS SAVINGS SANK ' . : . • ' Co Owner: Street: I r 19 WEST ROAD 1 City: i(,RI I:.ANS I State: I MA 1 ZIP; 102653 1 --- Location: D506:1 ri IyANNOUGH ROAD/RTE132 . Village: Centerville vl Road Index: 10781 1 Pri Frontage: 312 To set road,you can also enter road index and tab out of field. Secondary Road: v, Sec Index: 0000 Sec Frontage: 0 . ....______.. Visions Location: I 1500 IYANNOLJGH ROAD/R1-E132 1 Last Updated: F5/25/2018 9.35.20 AN .........._ 1 No. Bldgs: 10 I Account No: 1165626 j Lot Size(acres): 10.61000918 1 State Class: 3039 _ I Year Added: [0 1 Fire Dist: 13.__ ....:_ _1 i 1 Deed Date: 12/3/2014 1 Deed Ref: 27968/116 , ... _ I Land Value: 103200 1 Bldgs Value: 10 Extra Features: 0 ...__... , ' I Condo Complex: 1 Building:f:IRE Di SIR! UnIt:IPART OF 1"d Update http://issql2/intranet/propdata/ParcelEditaspx?ID=19268 5/25/2018 NOTE& • ZONING TABLE TOWN Szo,T�„Na �� BAXTER NYE W x ACCORDANCE NmE�� i�J' N OF BARNSTABLE mG4�, �p �n ENGINEERING& D'''5 • .SOwO♦TMASTTOOai[�P �„m,o,,. • OFFICE ''''♦""' SURVEYING Z+ SIGN SUMMARY d.ere_.. G. Nm N L i artlN A 9 �`MAR ?3 AM 7� ! 7 OEM o a and Lanea wveyars E gflee s PRO,TOT.WI PAWING STRUCTURE iONTPRITT.32213 sr. 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GradingandDrainaiOl.lge1 , , - % 4F 4 7 W 3Ipe Plan -• SN,LN AA FOR , .;;-...,,1::N,:;;;;;_;. „ N. 7.-": -.-r--t-.-----''''''''''''''''/--‘',-..:-.--,-.'02'.--'147 , .... ,_.• . i STATE SWM BASIN '''.':;' ,„. - C4.0 30 60 -- -- N. ' SCALE IN FEET ... ......' . ••,.... . . . ........' • ......... ------- ... - wymemin. • ........ _ .. ..... --__ .. ._- : ...••. -•-..- .. .. ............._. . . ...,,,...... C.19...#8'MODIFIED GUTTER BOX INLET BAXTER NYE FA-„,,, ,. ..ENGINEERING& i'''•:',.; ,-, ..--....,... ... ,,• , . RIM=46.50 •1•••••;•••. , •- .- .-, • •. . ...-- . ) .. „ .... ......••• , _, .........,..... ... SURVEYING =7Z.= ,- INV. IN=43.07C...PERF,•CPP- ...._..._...... , . ...".- .••• • ,•• INv...IN=43.•07 6" PERF. CPP _)'•••. CLEAN OUT ---- „,. . - --,-INV,=44..7- ... ____.• . ebbswee IV esotond_.9 Ca,P I . Fe et• $24 45 . .11,4V. OUT-42.57 1-2" TO CULTECS c-1 - .•• . . 4 ••-- 139 LE-'6"1;EREORATED _SUBSURFACE-FRENCH - INV.=44.77 SCH'40 PVC 05=0.5g, DRAIN PER DETAIL #130 ...._ 1- .... PERFOR,ATE0 SCH ... -. • :•• ..• . . . .••.: 78 North Street-3rd Floor I"e:t,...... '40 PVC MS--1 72g•• - . .. ., • .,t, Nreonte.Nossocnosetto 02601 x;,.,,..., Phone-(508)771-7502 .14 ''''. • ..• . fax- (508)771-7622 • • : .' ....., ..-.. ..... --- . wroeboxter-n,e.cont CC),, .' . . ...• ' .,... OPEN AREAWAY STAMP i '.. . . ....• . : . . . ....-•- . .• .• : , : • : , k . 1 'i . . , 1/)0• ..•.,.•"•. ... I-•.,:1 •.-.•..-... 1 - -1- •::, -'-'INSTALL 11NSPEOTON .•: • T'C \\•I1I k• 11I DINMVH. IN#2=(So) PORT-tYP WTHjH20 RIM=46.54 ••• I1 ., ,/• I,L ....••1: .• .• ..--LDADING, SEE D:TAIL 4 ...- 1.-1.0-^ •. .. .. . .......-•- ._,..•-• ..A. 4, , • I1 INV. OUT=409'8" TO STORMFILTER, r.,-.,, ,,,, \ ...., INV. OUT=41,.20 12" TO CULTECS ,.4,- ,,'/ . .,.-• .••••• SEE PARKING STRUCTUR .PL-A11NS BY • rI.: .- ...".... CONSULTANT INV. OUT=4.20 12" TO CULTECS co .., .• . ,.--11 OTHERS FOR ADDITIONAL INFORMATION . .• ,. . .. . , -- •••••-•'; ---‘,11 . .. , • ,,..• i.• ...-•. ,.. INV.=39.64,": , ,• : . ,„__ . .. .. .. . ' ...,, 4 .•• •••- ..•. • i. '` 1 B• . . • CONSULTANT, ..'..- • • , • „,......' . •. • I ., . ......._.-.._.-...,.., i • , . . ...." , . . : ,' . -.• / . , • - ..--'. .• . ..," ....' . • .• -'470'.--to;‘, -t' .•• . ,. L--1 . .•.. . - ..• , -r • . , ---.i/111' . .. .• .- .• ,- ...--• „•• ; • ,. .. .•-- B ii.-- iNv..39.64--„,..._ • . , PREPARED FOR: .' .,... GARAGE 5WM FACILITY .•-- --1 : " 4 ! , •. • 4 4 i ,.• .••• : • The Cape Cod Five Gents Savings Bank ,-.- ......... 125.08' . •. ' , .•• 96 CULTEC R-280HD H-20 CHAMBERS ...- • I • ' ..••••• • .•• T.` 4-- • ---4. P.O.Box 10/19 West Road ./-- (3,ROWS OF 16 EACH LAypirr) .--' •-•., . i r 1 . . , :, , .' .•• , : ,... , &Mans,MA 02653 . . FOOTING, ...' • , (84 INTERMEDIATE AND-12 STARTER/END UNITS) ...-- .• " ,.0 • 1 in •i . . : . . •••••• WITH 1.0 FT OF STONE AT OUTSIDE PERIMETCR-- ....--'' • . '' t / YT.f. ,,„----.'--.....„.........., •".1 , / .. . : • ,- TOP 0£--SIONE=-42-35 1 : ., , ; . • . , ; ••,„_t1S) • 1 . • / , . . --....,.......- TOP OF CHAM8ERS=41.85 . r 146.43 (FIN)SrIED GRADE) • ., : • • • . - .. BOTTOM. OF CHAMBERS=39.64 ;•,•11,:1• : : 1-39:*M-190-TIOM---OF-STONC : • • • • •, . I1 46.43 (FINISHED GRADE)! • • '- CULTEC - ;.. ., •BOTTOM OF STONE=39.14 -- .•• .•• ,'/ • • • (-) • .: . : , , . , . I STORMFILTER 330. 1 39.14 ,BOTTOM OF STONE SEE CULTEC DETAILS SHEE'lt C6.4 AND C6.5. ALL •f ! '..'-.'. .I '1 . . . . : . • .• . .. . , ,' 13 . .- ] • •.• ; _no TYP.SCE DETAILS I ,•••-• WORK I AND INSTALLATION SHALL BE IN ACCORDANCE , 0 . • . . • ; :: . l' -5 SHEET 106.4 .• , ... • ,•'' WITH MANUFACTURES SPECIFICATIONS . ,"' 1 1/ . • • .. . . • . • • I .•• ,' . . • . .. ,i ,'• 0_ • .••,, , I • ', ', :11 i u) : t , . ... .__...... -•• •.• ,. . : 1'•I\•; N_Q___LT•••• ,- - • 1 • 10 • ' . , . . , • • :4 . • • • ,I NV.=39.64. :I. 114.•V•=39.64. r" . -•. .IN ORDER TO PRESERVE-INFILTRATION RATE ALL AREAS , co , „ , ,,.. . ,• CONTRIBUTING RUNOFF TO THE PROPOSED INFILTRATION ' "Q? . . • .1 : • . • • : • \ .•• . .• FACILITIES MUST BE STABILIZED PRIOR TO THE FACILITY /--I-7- 4 • ‘ , - .• ; , • RECEIVING RUNOFF. C I '1" ., , , •„. ., • - :. : I • e • I.j•.4) t • . , , . , . • .... n : 4 I .. • ; . : • . . . .. • : , -44- -, „ : .• ,_,,_...........__._... ............ , i • , 0 -• ,, . i § , ,„,„... •>,....;,- . -5,, .... . . . : ' 51 OVERDID, TYP. LA 1-= • =*--"` . • •=4 •----';1..- • .• . . . . , 00 ' / SEE GRADING AND';'•",,„...iki E : . . : . : , . , r : , ; , 1 i 'TT- . . . . . , i I .' DRAINAGE NOTE 9. • •. 1 '1 , ' ••, 1: •• 1: 1. 1: •'; t . SHEET C4.1 • ' __ , ." . •• :.,I-I b E is a .....-;:c.' i•••/' ,' ,-,, -----•-• r. ±- - -'775MH #1 (50) :, .II trt1• .?, a a V,, , ',..1-•c•-,,,,,,' ., -, ' ****o . -.'- . • ,,11 1 RW=46.54 . • . „'I •-,i1..•,:. -, ,,bc E; A , ' '. - .. . , ,,,- :INV. IN=-41.30 „ 4V:11•1';'. , 1.%•:''' ...,.... ' -INSTALL IV INSPECTION PORT. TYP. . , i . .. 1 II_1•:. : El;"1 a ,......!_:::••1•44.V. OUT=40.80 8" TO STORMFILTER I1 . •••••(•• 1NITH H2O20-EADING, SEE DETAIL #217 1 : 1 -. • . •i • b t : . - i : •. •INV I OUT=41.20 12 TO CULTECS --Tf' •.' •• I (": : ,K. • . 1 • : k ;; . ' . .• • . ... i N, 4,' i • • : .4' 4 .• ', 4.• ._____.. 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L.. . ....- AISAIMIONE0 AND STENS AO 7'''''''''''''''' IN CILITAMN VI `Nb•.._NL k ii;v.;.,Et:,.....ir:..y...; ,--x rzr-z-,• ., . --- c se cvss Si MIMI • .;,,,,„..,..:,_:.,r.rNOIARIATE MARY ONAP ic.,,,,,,, TT \ 1,, CA SOP SS PVC•SASS= ...AT_LINED INTER UNE MISSALS Sm.IST°Tams) r1107:rINSION'''''''A.' ARP ME R 1 , ...I.0 1.111UTY POLE ID OE 1.107 ,WIT M'WE VALLS '''''''''''PL"'" '' 'A'''.'I 1.,;.:',,,,"-, ,,,z,e,.r- .__,' \ ,. ,\„ \Ika,..Il•,P,R3MC,,T LINITS...'• '''''.7 N.• -.... • a C 0!....- \,.. ..' 1 '''''"'''''''''''S '...1,•-2.4.....li It.:fir ii.g.4'r \ '''..•"'"W'''''!\.1 \ \......▪\ .,,Agigffi/ k , ‘........ a a ' ,A§V,..INM• SMOIMAINNS POIS TO BE N SEE PARKING STRUM-RE : \ ............. NUTRIANT MINT PIPE PER PLANS M OTIMRS BON _...:\ Itit..--.-..::::.,..p.f.„...)_,...-Vr4t \'11,•potil.,,loyfYLAS''.••I' Art\ •••REM'I‘r '••'' '",-'4'. \ 4. -A- , '''''• • ., I ‘-$• \‘;','',,, 'im-r"--' -:..:.:*:: ..... 1111 . . , • i, ••„. \41 Via w,c',. \• ',...‘,IL`.;(45 A • , •- ,,,‘ \V::.1-":7:--:::----•-• a co ''':',.';'•:". .,, ''. ,11:: ...eox.."%fc"';,E76-:::c.,:“:1''''.7.1.1;"77,........„,:,...47:71:-m ... ' T red sonc \ -..,EASEMEM..,,,f.V........... \ 'Vt.\ :0 0 'i i\''.--.:'*- \ ..„.., • '..a.' . ... ... ' 0 ' • ' b SEE WAR ME PLAN SU FOR '';'+ S 5•§RELIVREI.15.SEE ARCMITECTIME SAW.TO 4.4 iiik '•••' BE REMOVED L k.„if ' ,',,) '''\ • am,ka•KA.Fol.... LOCATION ISORM11011. _----- , - PROPOSED SECENNAT L.,, ii .,, t `i:• V \ ,,,,,A- ' ---.-\ ;,,,,3,\..,:- - - t Zi • " i „ , ,. .-:!•,-,::.,i,,.:,---------:-.."- \ Y "--... . -,,,z ,Imiumaortg,.! in—ffittm \''''-‘,..:, ,\.•,,,,...,-,, . *t'z' ''s .;, .i::, .....,: ..._ „ --5,\ -t,-. --.. miguANImmosor.simega ,.. , •v...-* \---,„, .. a $ 1 ! o '.----- --• '„,..,....,.r.:::.„..,._;,..::',,,, ;:6, ,,\\ _ 444:Ns \ .. -,,, ,,,,„_pq,,,EAD : ....[VIE g ....."....... 110r ..-.--......< blik,,,.....1.....5..... u i ,I I 1 SU MUSICAL PLANS BY '''1.'1, 484 ' :'''u---""--- OREM VP. 111 il --:-"Nt--..:'' ... \.. ‹,- iiii-f-.•.::.;c.,::: 1 &I:7S.... .41111 . \ : ,\11,H... _,,.7.,1,,,:. 1. . :I :: 1111 ! ' 1741:4— "°L-t-, ------------- 1,111.;,-,..„. . - - : SENN=OJT AM i 1 a !iilial ,iiillie ill , . ... . .../ • i, 1 =I------- :- -..., / „, ...Es.7......70.07.4,..ma.. n ..=.7_,,---= .- .„...... • -k %\'‘.. SSSlikiSil! ',., ,..„_„,,......,.,-." .., \ \ 1 '''...... ----- '`..... ..... . .../..... AILECIIWA.=ow 1 ----r--- ' ' CASIZI,01El.re=AZ. Oyili eq.PPE i 1. I.CCAIVOR MIMED...WE ELEDINCAL PLANS BT OSIERS .. 0,,,.....,o.Ec,,,,....•••••----' ‘‘‘,. SIM.M BE i., '. i PLANS BY ONION .„.,:„.....,:,,,c.,1,,\ \CZ' .•\\ Utility Plan RE1/0.1 \.,1 SHEET TITLE 1. ; •, 1........+.....,.....,.. i . tx4V C '. • SHEET No .., • '‘. # \ C5.0 , ..- 54 OA TE:08-14-1S I . '.‘ \ ' -.NA.•AN,.,,,,_.,.., 30 0 1 1 ./ •••-7:7;,7,7-:/•••••-..-.-.-...-,--74;:--;,. ---t.,. .z.:.":::::.... .-N------ ‘-.6-- SCALE IN FEET :., . SCALE,i..30. _ION NO:SCIANIN C ADD.•,,:MIS-ONNAAM ...-......._.... .7.:;;7;;;1;:,...,,, • _-m—wm-=-1 km1rk.IuIu1Iutu® . ® BROWN L IND QUI S T FEN UC CIO&RA ER o ® u ® © H ® 0 0 O QemQYarmouth. wa ,, ..ACRCN:C.....,::.:..:: ua.;°rewaonam«P,alxv.Inc. :::::::::::::::::::::::i rn .' Q;ro� oGm I PoI..u°rG1G ]CR.O]0tmnnwnw.aw. DRIVE CANOPY 0 r m .R rT f \ Im mfmt` n . H�es IlieREMOVED - • ® i �. (VoStantec y I. ________ > �• I - -_i=II-nIIio��� l1Hf=7'IRoYi=�" PI ■ ' -iirirtineitilliiiniiti ,, H ici. 0 E3 11 IZZI U -�1� II �I nI I I I I I '' II I � II- II -- ,:en,, II ou$ 11 MII I 11 1 11 ■ pEsr .. 1.- u � u�11'- - LFASRoroaI1 11 s j-P�'a_ �=1T-T=I=W=7r =1n.I =T='Vyff=t-11:ILT==r-- =1I n � e� =-I' 1 I I-I-1-N-1 I-, , 1-1•I-1I- ,1 11 1 II- CaoMfalarvetl - b. ii- rib ^> I© O WEST ELEVATION(tD.ENTRANCE I WEST ELEVATION•PART BI .am .a•ra I 40 I DRIVE CANOPY (>"'- i REMOVED ' 19 1Q8 17 © 16 5® 1Q5 © :._,,,r,,,.._ 13 ® 1Y (i), 11 10O9 °- ° n54Q3U w macaw �m ( �v. �I I �' .- `T - w I a Tn`+mlr , A .re°ropr,r , r. : m m m m - era °�I. li�il�iR^'.... a. +lO � :fill 1 1 �I ,� i �. , iamroueru cw.wwru.evme --------11"---------!-------------"::":":':-:""""::'""'=::::"":":-""F.'7 '.. ..1911::i•7 j]i7171]::Hiiiii i grini iiiii7 iiiIii i!i!E].iliniininpin iiiiiliiiii iiiiiiiiiiriEliiiMEHM 1 '""""'""'""4 - ..(,,, 1 „ : 1 ' - 1 , li.,..-_,.=v2: : .... 1___,...,, 6.3,_ , 1 . .1.„,. . ,„ ,•,, ..., _ , ,. .,1 f EXTERIOR EL NOTES u� ©-=-� im -=10w, w f1.7. �.'.7 -=,,,- • 'ii':7 �37 -ice S7-' .m.".,..7" ,""' _ n n . -- ----- r was I[c 7 Inli 1 12 Fillg FL:On$ r411114111r71111111.1111111711r11=- 1 -111-!—IWIlitii-11-:_ -111M t . 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II If=ii 11=117- n-I "' =- _ ___=o = © ==i © '' _ © lI11=1Y=1@=III =n=�r� I.* R it-IY= =1=fin=1 y'ri Ij=6e-_=II91's=Ill-7f Il-il-u= -1L=?u IT 0=1r 6='ll= _' Ir - _- - ----- = _I�iR�- ���l_.=,Ir�7f=.0 �11�--7f:111 =11�11 3:-II 17T*Il�lr-IIr.= I1r*n*7l=r.7f--.7�A!tl1 , VU'"V .,,7*R'iI WON' AV=-- -__ r = —====— ' 1�11�1 —_ -====11 _ - _ 11= II w.°.,u_a��1_L,_� - = -a _ ..a _ _a _11,_ 3 _-11_- = —.-- II,11 -141III„II-II ItVll.,,ll,II,,,II�II--,'illrll„11�11„IIg ,,.Iftg;II, „11-11, J�_� s;=�--�:Is"'I, _s � �s'�., -f"-•:_, "�, ,�:�.• �.1. �,�:�••-:":•x:,• - •�-11�I-]- &�R.EM� '' 1 _ "-- • Lx n u1 a Jrr LI n 11 g EI n Lh: RI n 11-In J n i aril-aril J ii n ii -9 n n J-iE.:A _"-•., n-rl ar : ;�'"n— mI� 1� 'n"n��R�Rr ; ,= "II ='i =' =73ii -�7�1i= m n, �r =m�1_-�,--n- l I. �_., ONORTH ELEVATION •°u^•r• I --— ASCI ?•I'a --— �m/ro,inlu Rm+9an wtnamron. ...c --..,n 'uow� RiP 1 1 eawa.mm , va _ _ _ r PmN13ed I1 I —V cWErmm J I� Oq I"i..cg ti \ _ 1111 _.... : - `°°'I + Rr+ ISSUED FOR PERMIT .mom n„ co :rse1, ^7 Q I - .. -:............................................. —_ s_— —_ —_ _-----_—�, _ - fl I I . ■1 -_ - Cray CJ) I _ ii...l.I— imi...II.i-11IiwiIR>•�1_= am.mqec1 ' 1 �....i I,© "4Y, ILj�gwomm.��■ ...., Y . ,:M — —CID Y — —- _ ° o= g--o�ii=o-Bo=i0��.o0.1— -�" � Capeci u.... C) .L) , _r__..-1121. i ' ;aii n _J3 Cope Cod 5 Hyannis Bonldrig Center —_ �r _ —_ issials-0 m _ __ e.a loor/mnwl .... �.. n •r 1. 11-11 1l 11-II II If = ii....„:,_______Th . o-oow ua .rnNom1 ' 1=11111. .114/1A11 _ _ 14111n � _ '4®1 0 ■ErR'"`R' I '■ 3 R„ Q " 1 �r- x : .J, ■I N— �� I.isoo� p r: EXTERIOR ELEVATIONS � ! �i® mleerll�a�aII lllin 9 -i?-iiIir 11�11 i�7P-II. II=11=111-11=11. 11 II 11 II 11=u=u-ry=n-,r.-..-° -``T'<: �--° Scale — I••7-�IIllr 71 1. Ir �7f�Ir II' II lr r�l�i 11 Irll�i��Tr Tr�lr!.Ir111,!7rTIF�In�n�+�y�tr'Ii��lt■, "r•. $ Is°4 As Indicated =1 II =1- 1= -I I= II I-I -I= = - - v -= 0 WEST ELEVATION-PARTIAL ® EAST ELEVATION .1t ce mrn �� Ir.raA-201 SHEET NOTES a "".•«...• .« WALKER ea J=Li «e.o, m ,eoE NM a..r.«.eP.e....Aw.�,.T.ue•.ra•c,ea nld SON r u9 a 4��� o-,<< _ �7� m awn >TasoON.w,o.�.. .m .E.o .w> i i '''• —,--ikkl.VaNTFT-.MT,E.-5.0•Y LEVEL I // �Tiii ISOMETRIC ice I J NOTE'MINT.....01.113 WM UNLESS NOTED CORM.. OPIPE BOLLARD DETAIL O TYPICAL ARROW DETAIL __ CAR COONT 9097 STANDARD SPACE CAR EV EVVAN ARFAISO EFFCENCT `wrr TIER STANDARD S�R�ARESSOLE STANpWD A�5901E TOTAL (SO FTRTALL) LEVe.1 . 2 0 1 0 107 35.129 329 LEVEL 103 4 1 1 1 110 35.139 319 F- TOTAL 201 9 1 2 1 217 10,21E 324 �C.) ELE__.L--.. g((''g_—'� W,8 0 0 0 0 O 0. V 1 ...• .r. .r. r a. .r. .T.1� 1., aLA ® K. 1 0 _� = Ili _ :,...,‘,. il . , : ... . H--f --II. --III. SHEET KEYNOTES �^-y y 3 CAPE COG FIVE _____________Ti., SAVINGS BANK GARAGE GINO 7 1 a 9-do- �— „a \ F \C ♦ 1 I 1 :elme T,TERE,TF n:s14-5. CIE IX, I ELECT Ct m 1 MS Of ENT YD.NEMO.PERINELS.1.011.4411 aim nn.c. LEVEL 1 a O LEVEL 1 A-101 SHEET NOTES �� w°l= «�° °^�rM^ � W SAUCER Y .., .., Q O r . Wag a o-°.,tirMt -rFv; =3 .>>V °. a a �° a�aE YMCA.mM ISOMETRIC zz Ae 'LL tst ,Erwsnun rt 1'.°3h.Prt ENTRE WE OW..vcmv neoh«owmur1C.YELLOW O PIPE BOLLARD DETAIL0 O 90 YSTRIPING DETAIL O 90 STRIPING DETAIL Z 1 0 D Ct$��� (-- U) 0 0 as s / :' .rr ue a 0 r I � a.ro.aLLI co __i 1 1 •• - e). - l' 0 ;;°^«E — de SHEET KEYNOTES ,r rol°N0rn E� CD CAPE COD FIVE �'/�, • } SAVINGS BANK GARAGE • 'I 3 r ° {mil/ =" - '° :O' P °i 1 •:: \.X,...(i,,t:,,,f,vi., ,T.,!zi!,.1.....ii?iwirtifinf _ ...iHHHHHHHIHJI: : I ......... •.............. .... ct I I :. t ; u t vwna m IEm NF,MSEDEl.�m•n',auISn F:mx• s.N rreummxrxwwu¢, ...., LEVEL 2 / ................. ............ // e i: :•sE, ,. 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I F 7r re•ssQ((�.:este ----_— _ amr 5CM0/R_-Thee _'` ),,,//{ .:�:crsv m` tS'Iv.m'E mt.E DEMAND G AREA 77.EOS#S.I.Yi'r.1Ss - __•••-• �/ NflUlm AREA tAII(Y Sl'.SOAR ACINS ` .. —�•t e0!(If(i1FIl01bt • -—.__- -�-- war 3tlEb dILOSI 9MPE:FACIOR 10.E! • _- ___i.MMMAf2 867 65'(A"AW W WN.RCM) .--_--•—- _..:._ ....:.::.__.... .. --.—__... .. ..T __.... _. _ -— WNW IX Ma - /4RD ff SY FAtN•.NTluars.WO - -4 MINN • .•.VMWW0 WIN - .EC Fr 1E0 FT MUM SR/.(CPR SEW= - to FT/E0 FT,FT OR TAO_ _ __ _,_.___IT _ NOUN 20O*W 0WR 'IDS 6 tE NUM AIR 6 000 • �--—- �" •fAeex7c so I i 1 11911ri1.l0f WAN&a •S:B UP:NE, - R FiE' iFFT NRt AfELE III - . tta&.»> etc — ,. . • COWAN 0WEL.NWSR HNOI OM.1 GFIF0 0ET 1s LM i. 1 M RAW t0610 RAP ay,GEMS MS 00400&WE(20-9I001,0) e"(:E NO • ' e*CELM-420-Ipt1W ME OEINV 01116.0T000004 w41P621S) SNEET r,70 1 _.:....__..__ .,_..... -10 Ere mnaw)300tO WAWA 0.006 0Si/ Approval• BwsrA9E RPE:aaan al Not Required • LEGEND/SYIVtBOIS/ABBREVIATIONS Ct/ax e a Priatiet Plan of Land 0 -CORREK'BGWFO ' x Raiff,'toe.IFaw a 901N a two as mew AWANi gm SC100000 0x5i0�C Or Q. -*VIAND FLAG • I' T'''• �MAINS MN ssi st.ww 0010 MN WIN of CNOiR FED NOV RRMMe4MOS :6 x E E r.x a • eaFP ,„„, ECM N0N wLL WIZ i. N eneXP W ` WE!NIE 09E0 6 00 02050W a FE005200'*RI INK NO Ell W, AN R. i FOP EEO,.�'REVE1fiNt Qy1 i tar moo.06S[AICN Sear wt we W NYdI wTmtSal wlol:.m1A r e:FEBRUARr CO.Wne I q A OF!0050 MO MN MN RRINNO Fr Hr 92 P.00 Nu• 00 S09 0 001R Loww.: 0•��__ 20 . • N C8'Dpi W R 0*00l=RIM 00 MIS ER 6Br NW=EO.P OE1a0E0 O K.R2SOR5 A RIO:M.1 SCALE W FFYT SIR 00 0 0 00e6 AM WOW r0 0LL12 ME INNIO NC i'9M1t10S. SCALE:1'+OV __....___. ..:1 1 r.Nx • IP12Px Iv 61P•PP' tr�1P1exw • Cape Cod 5 Hyannis Banking Center Groundworks Landscape Architecture Meadow Maintenance Program Plan September 15, 2017 Meadow 1. Remove Euonymous and Juniperus horizontalis per Planting Plan 2. Remove other invasive species per Invasive Species Management Plan provided by Baxter Nye. 3. Transplant existing Juniperus virginiana per Planting Plan 4. Prepare disturbed areas for planting per Planting Area Prep Specification 02910 5. Add loam and specified meadow seed mix per Planting Plan and Planting Specifications 02920 6. Irrigate twice a week for first year, with adjustments to be made by weather and soil sensors. 7. Monitor initial establishment of meadow to determine if desired grass species are germinating. Re-seed if necessary. 8. Once meadow grasses are established,mow every 6 weeks to a height of 6" for 1st year. 9. Mowing the second year depends on weed growth. It is best to mow immediately after active growth periods of undesirable weed species. 10. Third year and after—mow once each year in mid-April. 11. Mow sod pathways through meadow on same schedule as lawn areas. Seed Mix for Meadow Areas Botanical Name Common Name Percent Festuca Rubra Creeping Red Fescue 25 Festuca Rrubra 'Chewing" Chewings Fescue 20 Festuca trachyphylla Hard Fescue 20 Schizachyrium scoparium Little Bluestem 15 Lolium perenne Perennial Rye 10 Panicum virgatum Switch Grass 10 Cape Cod 5 Hyannis Banking Center Groundworks Landscape Architecture Replacement of Dead and Diseased Plantings September 15, 2017 Replacement of Dead and Diseased Plants 1. All material shall comply with the latest edition of the American Standard for Nursery Stock, American Association of Nurseryman. 2. Contractor shall guarantee new plant material through one calendar year from time of provisional acceptance. Any diseased or dead plants will be replaced by the contractor within the first year. Replacement plants will be of same size and species as originally planted. 3. After first year the maintenance contractor will monitor plant health. Recommendations will be made regarding best strategy for diseased plantings—treatment or removal. Disease treatment will fall within guidelines established by the Conservation Commission. 4. Any dead plants will be removed and be replaced by the same plant species and size as originally installed. In cases where shrubs have gotten significantly larger and filled in planted areas, it may not be necessary to replace single plants that do not survive. Cape Cod 5 Hyannis Banking Center Groundworks Landscape Architecture Hyannis, MA September 15,2017 SECTION 02910 PLANTING AREA PREPARATION PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents,including General and Supplementary Conditions and Division 1 General Requirements apply to the work of this Section. 1.02 DESCRIPTION OF WORK A. The work of this section includes,but is not limited to,the following: 1. Standard topsoil mixture for application over prepared subgrade. 2. Lawn preparation,including: a. Loosening newly-graded base course(provided by Section 02300). b. Application of fertilizers and soil amendments. c. Placement of topsoil and finish grading to lines and elevations shown. 3. Exterior plant area preparation,including: a. Lay cut of individual trees and shrubs,including multiple exterior plantings. b. Loosening base course of planting beds. c. Application of fertilizers and soil amendments. d. Placement of topsoil and finish grading to lines and elevations shown. 1.03 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that relate directly to work of this Section include,but are not limited to: 1. Section 02300,Earthwork;for excavation,filling and backfilling,and rough grading at subgrade surrounding underground structure. 2. Section 02920, Lawns and Grasses;for grass materials,fertilizers,and existing lawn renovation. 3. Section 02930,Exterior Plants;for trees,shrubs,and plants. 1.04 SUBMITTALS A. Product Data: For each type of product indicated. B. Material Test Reports: For existing surface soil and imported topsoil. 1.05 QUALITY ASSURANCE A. Qualifications: 1. Soil-Testing Laboratory Qualifications: Independent laboratory,recognized by State Department of Agriculture,with experience and capability to conduct testing indicated and that specializes in types of tests to be performed. B. Topsoil Analysis: 1. Furnish soil analysis by qualified soil-testing laboratory stating percentages of organic matter;gradation of sand,silt,and clay content;cation exchange capacity;sodium absorption ratio;deleterious material;pH;and mineral and plant-nutrient content of topsoil. 2. Report suitability of topsoil for plant growth. PLANTING AREA PREPARATION 02910-1 Cape Cod 5 Hyannis Banking Center Groundworks Landscape Architecture Hyannis, MA September 15,2017 3. State recommended quantities of nitrogen,phosphorus,and potash nutrients and soil amendments to be added to produce satisfactory topsoil. PART 2-PRODUCTS 2.01 MATERIALS A. Topsoil: 1. ASTM D5268,5.5 to 7 pH range, min.4 percent organic material content;free of stones 1 in.or larger in any dimension and other extraneous materials harmful to plant growth. 2. On-Site Source: a. Reuse surface soil stockpiled on-site. b. Verify suitability of stockpiled surface soil to produce topsoil. c. Clean surface soil of roots,plants,sod,stones,clay lumps,and other extraneous materials harmful to plant growth. 3. Off-Site Source: a. Supplement with imported or manufactured topsoil from off-site sources when quantities are insufficient. b. Clean surface soil of roots,plants,sod,stones,clay lumps,and other extraneous materials harmful to plant growth. B. Inorganic Soil Amendments: 1. Lime: ASTM C602,agricultural limestone containing min.80 percent calcium carbonate equivalent and as follows: a. Class: T,with min.99 percent passing through No.8 sieve and min.75 percent passing through No. 60 sieve. b. Class: 0,with min.95 percent passing through No.8 sieve and min.55 percent passing through No. 60 sieve. c. Provide lime in form of dolomitic limestone. 2. Sand: Clean,washed,natural or manufactured,free of toxic materials. 3. Diatomaceous Earth: Calcined,diatomaceous earth,90 percent silica,with approximately 140 percent water absorption capacity by weight. 4. Zeolites: Mineral clinoptilolite with min.60 percent water absorption by weight. C. Slow-Release Fertilizer: 1. Granular or pelleted fertilizer consisting of 50 percent water-insoluble nitrogen,phosphorus,and potassium. 2. Composition: Nitrogen,phosphorous,and potassium in amounts recommended in soil reports from qualified soil-testing agency. PART 3-EXECUTION 3.01 INSTALLATION A. Newly-Graded Subgrades: 1. Loosen subgrade to minimum 12 in.;do not place any topsoil on compacted subgrades. 2. Remove stones larger than 1-1/2 in.in any dimension and sticks,roots,rubbish,and other extraneous matter and legally dispose of them off Owner's property. 3. Apply fertilizer directly to subgrade before loosening. 4. Thoroughly blend planting soil mix off-site before spreading or spread topsoil,apply soil amendments and fertilizer on surface,and thoroughly blend planting soil mix. 5. Delay mixing fertilizer with planting soil if planting will not proceed within few days. 6. Mix lime with dry soil before mixing fertilizer. PLANTING AREA PREPARATION 02910-2 r Cape Cod 5 Hyannis Banking Center Groundworks Landscape Architecture Hyannis, MA September 15,2017 7. Spread planting soil mix to minimum 15 in.depth in perennial beds,minimum 8 in.depth in groundcover beds, minimum 6"depth in lawn areas,and depth of root ball in tree and shrub plantings,but not less than required to meet finish grades after light rolling and natural settlement. 8. Do not spread if planting soil if subgrade is frozen, muddy,or excessively wet. B. Unchanged Subgrades: 1. ' If lawns are to be planted in areas unaltered or undisturbed by excavating,grading,or surface soil stripping operations,remove existing grass,and vegetation. 2. Do not mix existing grass and vegetation into surface soil. 3. Loosen surface soil to min. 12 in.depth;do not place any topsoil on compacted subgrades. 4. Apply soil amendments and fertilizers according to planting soil mix proportions and mix thoroughly into top 12 in.of soil. 5. Till soil to homogeneous mixture of fine texture. 6. Apply fertilizer directly to surface soil before loosening. 7. Remove stones larger than 1 in.in any dimension and sticks,roots,trash,and other extraneous matter. 8. Legally dispose of waste material,including grass,vegetation,and turf,off Owner's property. C. Finish Grading: 1. Grade planting areas to smooth,uniform surface plane with loose,uniformly fine texture. 2. Grade to within+/-1/2 in.of finish elevation,using string lines to accurately establish even grades and slopes. 3. Roll and rake,remove ridges,and fill depressions to meet finish grades. 4. Limit fine grading to areas that can be planted in immediate future. 5. Berms will require fine grading to meet desired grades. String lines,hand raking and careful execution of the slopes will be required. END OF SECTION PLANTING AREA PREPARATION 02910-3 Cape Cod 5 Hyannis Banking Center Groundworks Landscape Architecture Hyannis, MA September 15,2017 SECTION 02920 LAWNS AND GRASSES PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents,including General and Supplementary Conditions and Division 1 General Requirements apply to the work of this Section. 1.02 DESCRIPTION OF WORK A. The work of this section includes,but is not limited to,the following: 1. Lawn development,consisting of: a. Seeding. b. Hydroseeding. 2. Lawn maintenance of newly-placed and reconditioned existing lawns. 1.03 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that relate directly to work of this Section include,but are not limited to: 1. Section 02300,Earthwork;for excavation,filling and backfilling,and rough grading. 2. Section 02910 Planting Area Preparation. 1.04 SUBMITTALS A. Certification of Grass Seed: 1. From seed vendor for each grass-seed mixture stating botanical and common name and percentage by weight of each species and variety,and percentage of purity,germination,and weed seed. 2. Include year of production and date of packaging. 3. Certification of each seed mixture for turfgrass sod or plugs,identifying source,including name and telephone number of supplier. B. Product Certificates: For soil amendments and fertilizers,signed by product manufacturer. C. Qualification Data: For landscape Installer. D. Planting Schedule: Indicating anticipated planting dates for each type of planting. 1.05 QUALITY ASSURANCE A. Qualifications: 1. Installer: a. Qualified landscape installer whose work has resulted in successful lawn establishment. b. Installer's Field Supervision: Require installer to maintain experienced full-time supervisor on Project site when planting is in progress. 2. Soil-Testing Laboratory Qualifications: Independent laboratory,recognized by State Department of Agriculture,with experience and capability to conduct testing indicated and that specializes in types of tests to be performed. LAWNS AND GRASSES 02920-1 Cape Cod 5 Hyannis Banking Center Groundworks Landscape Architecture Hyannis, MA September 15,2017 B. Topsoil Analysis: 1. Furnish soil analysis by qualified soil-testing laboratory stating percentages of organic matter;gradation of sand,silt,and clay content;cation exchange capacity;sodium absorption ratio;deleterious material;pH;and mineral and plant-nutrient content of topsoil. 2. Report suitability of topsoil for lawn growth. 3. State recommended quantities of nitrogen,phosphorus,and potash nutrients and soil amendments to be added to produce satisfactory topsoil. 1.06 DELIVERY,STORAGE,AND HANDLING A. Seed: Deliver seed in original sealed,labeled,and undamaged containers. 1.07 SCHEDULING A. Planting Restrictions: 1. Coordinate planting periods with maintenance periods to provide required maintenance from Substantial Completion. 2. Spring Planting: April 15 to June 01. 3. Fall Planting: August 20 to October 1. B. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit. 1.08 LAWN MAINTENANCE A. Begin maintenance immediately after each area is planted and continue until acceptable lawn is established,but for not less than following periods for seeded lawns: 1. 60 days from Substantial Completion. 2. When full maintenance period has not elapsed before end of planting season,or if lawn is not fully established,continue maintenance during next planting season. B. Maintain and establish lawn by watering,fertilizing,weeding,mowing,trimming,replanting,and other horticultural practices to attain successful turf grass. C. Roll,regrade,and replant bare or eroded areas to produce uniformly smooth lawn. 1. Add new mulch in areas where mulch has been disturbed by wind or maintenance operations. 2. Anchor as required to prevent displacement. D. Watering: 1. Provide and maintain temporary piping,hoses,and lawn-watering equipment to convey water from sources and to keep lawn uniformly moist to 4 in.depth. 2. Schedule watering to prevent wilting,puddling,erosion,and displacement of seed or mulch. 3. Lay out temporary watering system to avoid walking over muddy or newly planted areas. 4. Water lawn min. 1 in.per week. E. Mowing: 1. Mow lawn as soon as top growth is tall enough to cut. 2. Repeat mowing to maintain specified height without cutting more than 40 percent of grass height. 3. Remove no more than 40 percent of grass-leaf growth in initial or subsequent mowings. 4. Do not delay mowing until grass blades bend over and become matted. 5. Do not mow when grass is wet. 6. Schedule initial and subsequent mowings to maintain following grass height: LAWNS AND GRASSES 02920-2 Cape Cod 5 Hyannis Banking Center Groundworks Landscape Architecture Hyannis, MA September 15,2017 a. Mow grass 1 in.to 2 in.high for spring and fall seasons. b. Mow grass 2 in.to 3 in.high for summer season. F. Lawn fertilization: 1. Apply fertilizer after initial mowing and when grass is dry. 2. Use fertilizer that will provide min. 1 lb/1000 sq.ft.actual nitrogen to lawn area. PART 2-PRODUCTS 2.01 MATERIALS A. Grass Seed: 1. Fresh,clean,dry,new-crop seed complying with AOSA Journal of Seed Technology;Rules for Testing Seeds for purity and germination tolerances. 2. Species: a. Provide seed of grass species and varieties,proportions by weight,and minimum percentages of purity,germination,and maximum percentage of weed seed for application. b. Type 1 -Sun and Partial Shade: Provide certified grass seed blends or mixes,proportioned by weight as follows: PROPORTION MIN.% MIN.% MAX.% (%) NAME GERM. PURE SD. WEED SD. 50 Turf-Type Tall Fescue 80 98 0.5 20 Chewing Red Fescue 85 98 0.5 20 Kentucky Bluegrass 80 85 0.5 10 Perennial Rye Grass 85 92 1 c. Type 2-Heavy Shade: Provide certified grass seed blends or mixes,proportioned by weight as follows: PROPORTION - MIN.°l° MIN.`% MAX (%) NAME GERM. PURE SD. WEED SD. v, 50 Chewing Red Fescue 85 98 0.5 35 Turf-Type Tall Fescue 80 85 1 15 Perennial Rye Grass 85 92 1 PART 3-EXECUTION 3.01 SEEDING A. General: 1. Sow seed with spreader or seeding machine. 2. Do not broadcast or drop seed when wind velocity exceeds 5 mph. 3. Evenly distribute seed by sowing equal quantities in two directions at right angles to each other. 4. Do not use wet seed or seed that is moldy or otherwise damaged. LAWNS AND GRASSES 02920-3 __ I Cape Cod 5 Hyannis Banking Center Groundworks Landscape Architecture Hyannis, MA September 15,2017 B. Rake seed lightly into top 1/8 in.of topsoil,roll lightly,and water with fine spray. C. Protect seeded areas with slopes exceeding 1:6 with erosion-control fiber mesh and 1:4 with erosion-control blankets installed and stapled according to manufacturer's written instructions. 3.02 HYDROSEEDING A. General: 1. Mix specified seed,fertilizer,and fiber mulch in water,using equipment specifically designed for hydroseed application. 2. Continue mixing until uniformly-blended into homogeneous slurry suitable for hydraulic application. B. Application Rate: 1. Apply slurry uniformly to all areas to be seeded in one-step process. 2. Apply mulch min. 1500-Ib/acre dry weight,but not less than rate required to obtain specified seed-sowing rate. 3. Apply slurry uniformly to all areas to be seeded in two-step process. 4. Apply first slurry application at min.500-Ib/acre dry weight,but not less than rate required to obtain specified seed-sowing rate. 5. Apply slurry cover coat of fiber mulch at 1000 lb/acre. 3.03 LAWN RENOVATION A. General: 1. Renovate existing lawn and lawn areas damaged by Contractor's operations,such as storage of materials or equipment and movement of vehicles. 2. Reestablish lawn where settlement or washouts occur or where minor regrading is required. 3. Remove sod and vegetation from diseased or unsatisfactory lawn areas;do not bury in soil. 4. Remove topsoil containing foreign materials resulting from Contractor's operations,including oil drippings, fuel spills,stone,gravel,and other construction materials,and replace with new topsoil. 5. Mow,dethatch,core aerate,and rake existing lawn. B. Weeding: 1. Remove weeds before seeding. 2. Where weeds are extensive,apply selective herbicides as required. 3. Do not use pre-emergence herbicides. C. Remove waste and foreign materials,including weeds,soil cores,grass,vegetation,and turf,and legally dispose of them off Owner's property. D. Till stripped,bare,and compacted areas thoroughly to 6 in.soil depth. E. Amendments: 1. Apply soil amendments and initial fertilizers required for establishing new lawns and mix thoroughly into top 4 in.of existing soil. 2. Provide new planting soil to fill low spots and meet finish grades. F. Apply seed and protect with straw mulch as required for new lawns. G. Water newly-planted areas and keep moist until new lawn is established. LAWNS AND GRASSES 02920-4 Cape Cod 5 Hyannis Banking Center Groundworks Landscape Architecture Hyannis, MA September 15,2017 3.04 SATISFACTORY LAWN A. Seeded: At end of maintenance period,healthy,uniform,close stand of grass has been established,free of weeds and surface irregularities,with coverage exceeding 90 percent over any 10 sq.ft.and bare spots not exceeding 5 in. x 5 in. B. Reestablish lawns that do not comply with requirements and continue maintenance until lawns are satisfactory. 3.05 CLEANUP AND PROTECTION A. Promptly remove soil and debris created by lawn work from paved areas. B. Clean wheels of vehicles before leaving site to avoid tracking soil onto roads,walks,or other paved areas. C. Erect barricades and warning signs as required to protect newly-planted areas from traffic. D. Maintain barricades throughout maintenance period and remove after lawn is established. E. Remove erosion-control measures after grass establishment period. END OF SECTION LAWNS AND GRASSES 02920-5 trip8'Mv LEED v4 for BD+C: New Construction and Major Renovation `4` Project Checklist Project Name: The Cape Cod 5 Savings Bank Office building Date: 8/23/2017 ., ... _...�P T Y N Inte r8tive Process a A.,,,,„,..,, 1 �Re •...,it 1 RN 1.4 Credit Integrative Process 1 Arup&BLFR 5 2 9_Location andiranspottationr •,"'> .if,_a,x! 15.•'==` R sponsibiUty 5 6 j.2_1.Materials and Re0urces2:k ,�•,�i,,A ',,,, Vi 40,'13, d Res""ponsibihty .} ..credit t LEED for Neighborhood Development Location 16 - 'Y_ Prereq Storage and Collection of Recyclables Required BLFR left°�'1� Credit 2 Sensitive Land Protection ..�,'�,. 1 BLFR 71 Prereq Construction and Demolition Waste Management Planning Required DellBrook g,'W Y Z),Credit 3 High Priority Site 2 W2 3 2.,',Credit i Building Life-Cycle Impact Reduction 5 - 3 2 credit a .Surrounding Density and Diverse Uses 5 BLFR 1 1 Building Product Disclosure and Optimization-Environmental Product 2 -trade z Declarations BLFR k to Credit 5 Access to Quality Transit 5 - 1�. 1 Credit 3 Building Product Disclosure and Optimization-Sourcing of Raw Materials 2 BLFR " 'to Credit s Bicycle Facilities 1 - Z1 . 1 ,,,Credit 4 Building Product Disclosure and Optimization-Material Ingredients 2 BLFR 110 Credit 7 Reduced Parking Footprint 1 - 2 ? .t Credits Construction and Demolition Waste Management 2 DellBrook Credit 1q° � Green Vehicles 1 BLFR 8 Arup x w a I g ram; 7 4 I 5 Indoor Envlron_me_ntat 4tial� ,iz� ? •; N , „ ,16 " R�sgopsibli)ty,,;, 9 1 j 0 [Su tai@nable;Sites ;• ", ro '• �`� � ,,1 Q.,, �jp"�R@spOrlSlbllliy 001. Prereq Minimum Indoor Air Quality Performance Required Arup yPrereq Construction Activity Pollution Prevention Required ;Y Prereq Environmental Tobacco Smoke Control Required CC5 T1 .;)Credit 1 Site Assessment 1 BLFR to provide 2 Credit 1 Enhanced Indoor Air Quality Strategies 2 Arup -2 Credit 2 Site Development-Protect or Restore Habitat 2 Groundworks 2 : 1 credit 2 Low-Emitting Materials 3 BLFR ' 1 credit 3 Open Space 1 Groundworks .11, ,..';Credit 3 Construction Indoor Air Quality Management Plan 1 DellBrook *` �,�'��Credit 4 Rainwater Management 3 Baxter �i�:,-1:.:: -`�'Credit 4 Indoor Air Quality Assessment 2 DellBrook Credit 5 Heat Island Reduction;2� - 2 BLFRBGroundworks 1 credits Thermal Comfort 1,, Arup ri 1 " Credit 6 Light Pollution Reduction 1 Arup j1 :i 1 Credits Interior Lighting 2 Arup 3i credit7 Daylight 3 Arup lell 3 4 W to er Eff c�lent __ �y "Tic�� ,� �17 iResponsibii{ty : 1 trades Quality Views 1 BLFR Y Prereq Outdoor Water Use Reduction Required Groundworks W.I:':',,::.:in Credit 9 Acoustic Performance 1 - ENPrereq Indoor Water Use Reduction Required Arup r Metering Amp 5 Y ® Credit 1 Outdoor Water Building-Level Use Reduction a Required Groundworks 1 0 IIM crept I Innovation on- cD -t R2S 11CC5 OccupantComfort Survey1 Arup8CC5 s2 Credit 2 Indoor Water Use Reduction Starter Kit 2 Arup8CC5 2'r Credit3 Cooling Tower Water Use 2 - 1`,�ME P.1 Credit 3 Innovation-Exemplary Performance PV15% 1 Amp IMEN �.,; credit 4 Water Metering 1 Arup .:.1,::]ill Credit 4 Innovation-Green Building Education 1 BLFR&CC5 ;: °.Credit5 Innovation T - Ener ;and Atmos here;: e :: credit 6 LEED Accredited Professional 1 Q3�© Y•. P :: 'J 1Respons blhty Arup Y Prereq Fundamental Commissioning and Verification Required Cx Yi Prereq Minimum Energy Performance Required Arup ©mm t Regional Priorit :3, F'4 t ElPrereq Building-Level Energy Metering Required Arup Credit 1 Regional Priority.Outdoor Water Use Reduction(WE1) 1 Y, Prereq Fundamental Refrigerant Management Required Arup 1 I Credit 2 Regional Priority:Optimize Energy Performance 20%(EA1) 1 nags credit t Enhanced Commissioning 6 Cx tq s Credit 3 Regional Priority:Renewable Energy Production 5%(EA5) 1 trimmCredit 2 Optimize Energy Performance 18 Arup&BLFR L-117,j Credit 4 Regional Priority:Rainwater Management(SS4) 1 1 MM. Credit 3 Advanced Energy Metering 1 Arup Indoor Water Use Reduction(WE2) `' DemandResponse 2 - 65 20 ®TOTALS Possible Points: 110 3 Ir Credit 5 Renewable Energy Production 3 Arup 1;ICredit4 •i%.Credit 6 Enhanced Refrigerant Management 1 Arup 1v °.,g credit 7 Green Power and Carbon Offsets 2 Arup8CC5 $ :rev g MIME L BROWN LINDQUIST FENUcciO '& RABER ARCHITECTS, INC:_ Revised 10.13.2017 Mr. Jonathon Idman, Esq. Chief Regulatory Officer Cape Cod Commission P.O. Box 226 / 3225 Main Street Barnstable, MA 02630 Re: LEED Certification @ the CC5 Hyannis Banking Center Mr. Idman, BLFR is pleased to provide the following certification in regard to the proposed CC5 Office Building project. BLFR hereby certifies that the building and site plans submitted to the Town of Barnstable have been designed to meet the requirements of the USGBC LEED program. The building will upon completion will be accredited in the LEED program and the attached checklist illustrates we expect to score sixty five (65) points which would result in a GOLD rating. Please contact this office if you have any further questions about the CC5 LEED checklist or the LEED process. Sincerely • R4 '' ; a �a' 1U,5fa3 Kurt E. Raber Partner rA NsTAK y ++aass . Enc. Revised CC5 LEED Checklist dated 8.23.2017 �f Tyr r"`'S Cc: Christopher Raber, CC5 Atty. Andrew Singer, Singer & Singer 203 WILLOW STREET SUITE A 93B COURT ST.UNIT 22 YA RMOUTHPORT,MA 02675 PLYMOUTH,MA 02360 PH 508-362-8382 PH 508-927-4127 W W.CAPEARCHITECTS,COM i L, 1 __ I I I I I I I CJ 1 I I J I I C, I I I 1 I I I I I I Iy I rJ I L 1 __7 1 I 1 1 I I i I 1 I I § I r I IH( _.__ — E a § lsl �. e a r> ,K, � § r ----J I .O.6O • .0,691 .B'.60 1 r il u 8 OWN LINDQ LIST F.EN C<CIQ :& RABE �:CH:IT:E T�"S 1NC Lj N Revised 10.20.2017 Mr. Jonathon Idman, Esq. q Chief Regulatory Officer Cape Cod Commission P.O. Box 226 / 3225 Main Street Barnstable, MA 02630 Re: CC5 Hyannis Banking Center Revised Lower Level (basement) Floor Plan Mr. ldman, Attached you will find a copy of the revised lower level plan for the CC5 project which has increased slightly from the plan originally submitted and approved by the commission. Original Size 15,410 GSF Increase 1,690 GSF Proposed Size 17,100 GSF This change to the design was done for several reasons but most importantly to simplify the construction and expense of otherwise complex foundations beneath the building at this area. The new space will be used for solely for storage and also provide access to the plumbing overhead. Please feel free to call my office if you have any questions. Sincerely, , Kurt E. Raber Partner Enc. Revised CC5 Lower Level (Basement) Floor Plan Cc: Christopher Raber, CC5 Atty. Andrew Singer, Singer & Singer • 203 WILLOW STREET SUITE A 938 COURT ST.UNIT 22 YARMOUTHPORT,MA 02675 PLYMOUTH,MA 02360 PH 508-362-8382 PH 508-927-4127 W W W.CAPEARC HITECTS.COM Law Office of Singer & Singer, LLC 26 Upper County Road P.O.Box 67 Dennisport,Massachusetts 02639 Andrew L. Singer Tel:(508)398-2221 Fax:(508)398-1568 Myer R.Singer www.singer-law.com Of Counsel October 23,2017 Via Email Mr.Jonathon D.Idman Chief Regulatory Officer Cape Cod Commission 3325 Main Street Barnstable,MA 02630 Re: Minor Mod Type 1 for Cape Cod Five Hyannis Banking Center(CCC File No. 17006) Dear Jon, I am writing in connection with the above redevelopment to request a Minor Modification No. 1 to approve and substitute the attached revised lower levelplan for the new building. The PP g change results in a minor increase in basement storage space, but does not impact the footprint of the building. Also attached is a letter from Kurt Raber,Project Architect, explaining the request and reasoning therefore in more detail. Should you need any further information or have any questions,please let me know. Thank you foryour consideration of this request. q Very truly yours, Andrew Andrew L. Singer ALS/a Attachments cc: Elizabeth Jenkins,Barnstable Growth Management Director(via email w/att.) 4. (C16) LEED Certification Letter from Project Architect. As discussed,the Applicant's consultants continue to work on the following: 1. Ongoing negotiations with the Town of Barnstable regarding the sewer extension along Attucks Lane and the new substation. The Applicant and Town Counsel are working on a Memorandum of Understanding as well as the sewer line easement and sketch plan. The Applicant and DPW are finalizing the Required Conditions to Accept Operations of Proposed Pump Station as a Municipal Facility; 2. The Applicant has been working with and will be filing shortly with the MA Department of Transportation for needed permissions a)to install the signalized crosswalk at the Route 132/Attucks Lane intersection and b)for the curb cuts along Route 132, including the proposed landscape treatment of the green space that is within the highway layout. Approval is anticipated by early next year; and 3. The Applicant anticipates obtaining a road opening permit from the Town for installation of the sewer line and the new sidewalk as necessary next Spring. Regarding the plan submittal timing and following up our earlier conversations and correspondence,in discussions with the Town,the Building Department has requested that the exterior core/shell and interior build-out plans be submitted at the same time for concurrent review after the foundation/steel frame plans have been approved. The final plans to be submitted will be for the parking structure,which as we discussed is key to authorizing use of the redevelopment with necessary parking capacity. Phasing the permits in this way will allow the Applicant to move expeditiously to complete the redevelopment. The goal is to be complete by the end of the first quarter 2019. As the above plans are finalized,we will submit copies to the Commission. Thank you for your continued assistance with the development. Very truly yours, Andrew Andrew L. Singer ALS/a cc: Elizabeth Jenkins,Barnstable Growth Management Director(w/att.) Brian Florence,Barnstable Building Commissioner(w/att.) 2 Law Office of Singer & Singer, LLC 26 Upper County Road P.O.Box 67 Dennisport,Massachusetts 02639 ` Andrew L. Singer Tel:(508)398-2221 Fax:(508)398-1568 Myer R.Singer - www.singer-law.com Of Counsel October 27,2017 Via Email Mr.Jonathan Idman, Chief Regulatory Officer Cape Cod Commission 3225 Main Street Barnstable,MA 02630 Re: Cape Cod Five Hyannis Banking Center,File No. 17006 Dear Jon: I am writing to request a Preliminary Certificate of Compliance No. 2(PCoC2)for the above redevelopment. Issuance of the PCoC2 will allow the Applicant to obtain a building permit from the Town of Barnstable for the foundation/steel frame work for the new building(see end of letter for timing of additional construction documents). Attached with this request are copies of the following as required for issuance of PCoC2: 1. (C5a) Copies of Final Foundation/Steel Frame Plans for the New Building. Please note that as part of this request,the plans include a proposed revised lower level plan for the new building. The change results in a minor increase in basement storage space, but does not impact the footprint of the building. Also attached is a letter from Kurt Raber, Project Architect, explaining the request and reasoning therefore in more detail; • 2. (C5c) Recorded Lot Merger Perimeter Plan(Plan Book 672,Page 78); 3. (C11) Landscape Specification Documents as follows: A. Final Landscape Plan, including wetlands buffer restoration as approved by the Barnstable Conservation Commission; B. Meadow Area Planting Details,including Lawns and Grasses and Meadow Management Plan; C. Planting Area Preparation Details; and D. Plant Replacement Protocol;and • 1 BAXTER NYE MI ENGINEERING& / • ..:, SURVEYING Z,/s —J — Registered Ralniem a:Engineers W I - atone sDmDID.D Cri e' fi.•'- �".� _ :.:� _—f— j�`-z• "'i9�'� awm+a. 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UP-DATED: October 3, 2017 DESIGNED BY DM Cape Cod 5 TOWN OF B t ARNqTA '-• BLE i' - Approved by: Date: DRAWN BY SA Demolition phase i CHECKED BY DM CMP-003 i• Approved by: Date: tr A PPROVPT1 RV SA Annimigimill= r 1 , ... , , _ 1 -f,G�C sCod5 : otc © n .anio fl®r - . . . • 1 1 I. 1 12'-1" 0 17'-1"----0 1 12'-0" t v - o w (') COPIER FILE CAB LATERAL FILE :FILE FILE ' 1� ,+, COUNTER cc _ a CAB + COUNTER ;cAB CAB m° v 0 y (� 0 L J c �' m " 8 o OFFICE #2 C I c W m I_- m s .A xr it o M 'rip Co0 , - O �a . r = Note: Windows not shown. °m- s - 0 DANA'S OFFICE adjustments may be needed / . SHELVES(2) 16 WALL MOUNTED MAIL BASKETS � c SHELVES(2) �� ',"of,,, r I I 1 WHITE BOARD 12'-0" SHELVES(2) ,.,, CONFERENCE ROOM KITCHENETTE o ;/;:ii;� REFifif - w o CONFERENCE ROOM TABLE TV MONITOR j ' ;pot,` TABLE : - N 2 / 8' FOLDING TABLES , �,"x8 , _ _ = 0 3 OFFICE #3 m A n r 4 21 9 � i z BULLETIN BOARD BULLETIN BOARD BULLETIN BOARD FIRSTAID KIT F E F.E. i S { I - I I� 0 S ' ' ' Furniture needed: Material needed: Labor needed: Electrician ' ' 1 desk 8/8'X1'shelves(w/24 wall brackets) add outlets 8 under counter file cabinets 7/12' counter tops (w/20 pcs 1x3x12'strapping) tel/data, 1 /3' lateral file cabinet 2/4x8x3/4"A/C plwd for plan table(12 pcs 2x4x8') lights 2/8'folding tables 1 /4x8x3/4" plwd for storage closet shelves(with 10 ea 2'wall brackets) connect trailer 1 /2'X6'folding table 4 LH & 1 RH 6'-6"x3' pre-hung doors Carpenter- 1 plan rack with plan sticks 4 lock sets & 1 privacy set frame interior walls 16 wall mounted mail baskets 1 /4x6'-6" sliding door opening w/hardware blocking 6/4'X3'white boards 25 white coat hooks 1 close up walls 6/4'X3' bulletin boards 110 If of 2x3x8'walls install shelving 16padded foldingchairs 4/4x8x3/4" CDX plwd for blocking install kitchenette 6 rolling desk chairs E install doors and hardware * used fridge(full size) install counters 2 water coolers, coffee maker, microwave,fridge , install white boards & bulletin boards install TV monitor • f BARNSTABIE PLAN)VIIdG BOARD ® �°�° �° I / RECEIVED AND IffWPOED APPROVAL UNDER THE SUBDIlA510NF LOCUS �� d ii NYE 4 111PTEs CERTIFY DINT DNS PUN CONTROL LAW NOT REOUOIEo ENGINEERING&SURVEYING TO RE OF WIRIUDIONS OF an Ott 25 P R 05 D z t • MOMS REGISTRY of BAXTER NYE 11 JOHN F 9F DE. 441 .TFE � i ENGINEERING& 1 k wLC- pi/if/7 SURVEYING SHOE IL IW10!!INNS YAW NOTE 197D9 NO R/QION AS 10 CSHPUN(B)BI TIE V DISC OIDB li REOURE 80S NAS TEEN MADE OR WENDED BF DE ALOE DIDORSDENT. • Registered Professional Engineers L r and Land Surveyors I REGISTRY USE ONLY ——— — 78 North Street-3rd Floor j LOCUS MAP Scale:1°=2000' Hyannis,Massachusetts 02601,-\-- ----- -- - ------- — "y�.���$ Phone-(508)771-7502 A'�\ )BD ....v e ®— � —.o .0-. Fax- (506)corn 22 a� � f► —- • ww.baxter-nyacorn p=fi'42 5� l S58:2138.E - R=2040 V� •� ' i �` - r L=t000 00"- ! ,xS6S7• L=1OR95' % - ' .`e 4 - l''•_\` 49.93. R' ...... I LOTS d f- A=2.58'5J' .---- -.Jr-, �`r S 73'1 S •73'14'5Y E I 1` T� ,y, kikAak d 1 / .i� S 7 E \9331' y\\\ 19.737 �.�\——JA aJI AA 210. R �`Sre e e 3_`� 0 S`01 9d 'M - * /�/ ./'//', 1°/ /1 \\ $ v ........... ��\� // / `` / 3D • 0 .✓S1~5t+ 1 ST: iP STAMP t ._- 56°B' / \ 4�i \/ -�..— \ / I, ♦ ` 4. - 0 tesa ,.co/ON FRO / t'f�/-� 02065.300 / I .\'-e. S. VYIFS _ / s, °La100° N ( I ( �•. I J MAYON R \ eflw a Ko aer - '$S �'/ I I I \ N / / 7wKs� I I N / ' BORDERING nt rN CD ONEN FND / \'. 8 321. og /gelsll p 4 CONSULTANT\ rR\ .11 N EORIERLOTA F'••\ evw 19. LOT pszo `r. �- SHAPE FACTOR C %9' UNE MAP 274 TOTAL AREA 376.873t S.F. 8.64t ACRES IYANNOUGH \ G t\ 11 _ .41 PARCEL 001 UPLAND AREA = 327,978* S.F. 7.52± ACRES B000ASSESSOR \ \ \ N/F CAPE COD L8 WETLAND AREA = 48.695* S.F. 1.12i ACRES \ `�`,j,i,\ 12 1: BOOK 28549IPAGE O58 CONSULTANT SHAPE FACTOR = 18.48 .1r.i., \ 5 N z \ - .. S 1690'02'E GENERALS: 14.29' 4._-4. =EaP _4 I— - ) \° •® N 18�;i32r Parcel 3 THE Swu7ER °ETEt 4ER#1 ARV SURVEYING,PUN 5 TO COMENTE LOT SESEHlt® 26,PARCEL�L LD1 c9N0®Y�l FUN OF LAND Six CREATED BY MAP 254 ¢ L— .— Y` `. n. TOTAL AREA-1.962± S.F. PARCEL 014 I--- - 0.05* ACRES 1520 IYANNQM.N ROE 131 MUCKS(d'� PREPARED FOR: Pl. N B�CRYSTAL 1404041S, YA N 31a C / / — i Awe THE CAPE COD FIVE —I i \ +`�- B7o8'50-w ! 253 roc 012 CENTS SAVINGS BANK 0 / s tL7O560'w ,c� lash � •` 18'60' 2�0-H0° P.O.BOX 10 — J \ TIE GEE coo FNE CMS 577070 LW6( THE CAPE FTE COOS WNW EWE 19 WEST ROAD A• II a / �` �- O1 Old Strawberry 'RN 931 IO/19 NEST ROW P.O.BOX 10/iB I�ROAD il m i — ORLEANS,w 01651 ORLEANS,W. O 1 ORLEANS,MA. 02653 —LI111J. 111L Lt L11111II o':� (IMFR HU Road / .. - U11R Rovims) , D®BOW 27966 PATE 116 DEED 8001 27981 PEE 195 S Ol?5'43'E� (/ 475.3L3' '/ ASSESSOR CE TOTAL AREA=2,426t S.F. PAN_RS•PUN B00(76 ME 11 F1AN BOOK 45 PAGE PROJECT TITLE saw ` 0.06* ACRES NUN Born(230 PATE 159 PUN BOCK 397 PATE 15 1520 IYANNOUGH ROAD& FNO N Bruits-w `S- N e 71,55.w 241.50' tL MOW�•_ . / } � "�` _ �• 253-020-B03 t® 131 ATTUCKS LANE o t/ 9:I N 8'66 w \ D �1T 1®/B HYANNIS,MA. 02601 Go / 6'CIF 36:33' i 251-012 I® OCB ` .a ,r..rl /yp OMfl6AY OISIPoCIS RP,STATE ME D i, Sfx: m `„'--mod----- 'N- ...� /0 B. ——— maim , — __ s CURRENT lRA1(AF>xAA1D1(4 `� —— —— —————_P(AN OU 0k1 ROAD/RUWTE--- oca—= 0.— 1 ®t om " " " WNW LOT MX +aaoo SF — an Fr..- —— s� `——v" IBD6R1 Lm WIDTH - Fr FT • -MUM LOT CDR , 160 FT —- - - - - - - - - - - — W- - - - _ -— /M YM RM' D SETBACK SIFT 60 FP — —————————— WORM SIDE/REM SOW( - 30 FT/20 FF b ——--————— wand no R 30 FT OR STO 30 FT OR WO SERIES MOM 5 lE I n WORN WI 01 HUM) AS s of tot M(71 LESSER) ) E,I�/m •CIE D FEET ALONE ROUTE 13t -- -- - 30 N" -- --T-- -- ---�' OOIgflR�PIY PANFl Meet%0061 OSG!J DATED JULY 14 20I4 \ ` I MHB PAID I DE FLOOD LN96EY 07 RATE WP DOPES DNS ARiA AS EWE x(UN-SHEEN EVIA• LEGEND/SYMBOLS/ABBRTIONS I NO SY DATE DESCRIPTION (� ) BNEET TITLE _ INSE.25kOZERW SPIlf-CINI fORISO0101 FIRBE IRE (cORBL DBIFRYeEG L6l5TON5 IWLS)/IMRNSTA9E FIIE O1sTlact Approval Not Required o UP =Lrnm POLE 4 E OISTRICT aNaTalfAja! FEE 1x5118L1 —o =GUY WIRE/POLE v —G =GAS UNE s* - THE PROPERTY UNE 0601BYOTON SHOW 6 MED OR(IOW RAMIE MOM RFW9WpN COOS=OF RAE RID DEEDS Plan of Land . —C — =OVERHEAD WIRES TIE Ex5T9C FORMS SHOWN TEIEON LLE1E OBTAINED MI AN ON 11E GROUND FEW SUM PERFORMED BY .o. BARER ME EF 6&9RYEYE6 Or FE7E60AR0 IEIROT 2014,AND JIBE 2015 • SHEET NO Qfl F BOUND CONCRETE lAG _ N w se._ ME WRAC imam SIM 1173 DINE BY WW1 WIRES ON MARCH 7,2014 APIR 1.0 = CB/DH =CONCRETE BOUND WITIF DRILL HOLE 't - A 1771E SEAMFMS NOT BEEN MEWED FAR TEES SITE DERE WetBE ROHS LWOREA;F4619.E911 717491. S,NCt1OAGf5,RICHT DATE:OCTOBER 13,2I117 RHO =FOUND W. OF 16DS EID NOT DEMUR IF DETERRED TO BE NECESSARY,A TITLE SFx7 4 SIM OE PERPOIM D BY OURS MID 9WPUED TO EOP =EDGE OF PAVEMENT - ROWE$2 • rax1ER NYE OMENS d 9RYL14FS { 50 ' 0 'r SCALE IN FEET SCALE:1-.50 H.T.S. I DRAWN BY:JO CHECKED BY: ME g JOB N O:8117-079 F I L E:0413-07B NR(dYA�7 r ?,IAS INZ .() 11\ • , A • • • 11 • 18 CLETHRA ALNIFOLIA 18 MYRILq PENSYLVANIGA EXISTING EVERGREEN TREE,TYP. PLANT LEGEND 10 VIBURNUM DENTATUM Lem rams fcnm m am WOG Cs sna Om 50.07• EXISTING DECIDUOUS TREE.TYP. 12 ILEX GLABRA 14 AROMA ARBUTIFOLIq ., Tm * DAYLILY 11 RHODODENDRON MAXIMUM 7 RHODOOENDRON./19 - ®�LL fi g,� CNe �0esV :: uwlpmma. w vw m CO HOSTA 12 VIBURNUM DENTATUM .fin - O IIM.* i' N r e' YJ �� '..• ,enP M«D•M' q NUT cal .1 9. O $ALVW , AA, 0 FERN _ +•111 * . r►� yV. vm 1Y ::+7 coat Ime. KS D,D•ree a mx.l•z.a 9 epe0.e.,.. Q COREOPSIS �`,vI i+:' m O • l� N ,dr,. I m� il,.....-10••r• M n i ]7-1,2 tomNsin 1377.7.7 ...... a� CKSOlt, „ ,gip � e m9Gi �q,eXa e« R•c 4, A• i6,c a ® swEETeo% - 1 +^ g Q O Q ' ey'@ yseo'K �AmI Gm l6 e2.tOn]' /y MNa.✓0 PS+ 7 '�•sy p <. ]a `: 4 soy, { u.u.anM L5 6mexa n s6ns,�... A RUSSIAN SAGE • 1 y ` O O j:h'Y`' F-' ®®Q^nO•O OQ O�QQ F R • sM. ,. s:•.marv.a,•I2 s� mi�e O 13 RHODODENDRON MAXIMUM 1 'jr MI:: a ,+,nf^ e Q p ® -"i6CLETHRA ALNIFOLIA•,„" s 1 iparnr ^✓. V Vy O .® NYSSA SYLVAT CA''°'" ry. ""' imw:Olvaat ''2 sw•umrugnl. T ewer... LOW ORNAMENTAL CRASS 23 MYRICA PENSYLVANICA "^' ' M' �' s,b'«I T""' .,•�I wb1A°'�• m. 9v'm+. ` ' '•DR t,an - "`pp„ O O�Ie }, �O. CI O T{ ' :Ig ILEXr 1 `M.«rs+.•^o em,e u 97,117.7 nr... .,. yeao r ;" S, 4FZ0 r\ �.;i :: GUBRA'uN"w ,4y1'•'' ,vl.pnma aLns 91. '99 le qunn Q TALI ORNAMENTAL GRASS . p� ' yI(f • )J k1,12`.MYRICA PENSYLVANICA 9 �'�Pyymm� :writ nap 9 e Urnr r OMW}.® v�l.9`q '� � � ® O/ C1 /4h3� I'..1°M213 VACCINIUM JZORYM80SUM Me<u,dsWGu OR i-IZns cal. 9genn G SMALL EVERGREEN SHRUB ,> !T� � �i HM 0 G{R I.•+r 7� O O es "LQO 3 VIBURNUM DENTATUM tmOp aw.. enen walYmu.Alscnm v ruews I ,9werlw �'A� tE v'. ': .t) ®O ®Q Q • ••1 A 5 /,;4 • • n O SPIREA OR FOTHERGILLA �'S 'Tp elk, ..n;•�`' '.RIa T e O k•dl ® "Y -I.t9' .. • c NI.n al Pa 9r.d...r 99•77 1 DMbn O r'7' `P AID \�: •.p `QO p d w ..eons.... .Pet ' �+ POTENTILLA 4,,, .. Ae•' ® 1TGOSUM '.e pv p0• O Q ' 1" d �, A �p • E, $per oQoo o�OO g O • "a B.,.m ;rP. 9 REDOSIER DOGWOOD tW O 'w d. ayp,, TP jdLyN.•., tprap 7 PS ` OO �'•O 12 CLETHRA ALNIFOLIA'HUMMIN BIRD' 5 CLETHRA Qp j �P •/ i AL :} ,N •+4V(• '1%.sv m �m+ �9pn eurmoe•en Fs 1707 ,Pa 2S YD•CC „» H« a"v,*10 ,", V 10. ._� '0''''4 5 ^tytl, �,ew � ' • O co O 20 CORNUS STOLONIFERA ]CORNUS$TOM N'CGBIREkA®® Q O p®O.O p O I/.; O••: ^5•• '_t'7A r•• c� ... ama:.Drai,•9o.D.ma si Is Q CLETHRA ALNIFIOLW EXISTING VEGETATION W/ r p,•',:, • '4`;} °„• "^„ .y 11 ILEX GLABRA'NIGRA' 14 ILEX GLABRA'SHAMROCK' S MYRICA PENNSYLV••IM.;Gq © ` ® O•• Oa " ', AE wm.s. ADDITIONAL PLANTINGS AD �"'("% Jmq,^"Jd` , lq O-O 6 MAGNOLIA VIRGINIANA _ �^y A(6,."•TZY O ® I' J_r`-'kS p " ^� - 'Yvtla°u"�sum - m'O^'Cc Q ROSA SPECIES • FOR VISUALS INC � ,i•: 'v•.P'tG, 6 REDOSIER DOGWOOD 1 MAGNOLIA$TELLATA . r ® O .'' ":, "', •Y y • She.2.^' _•r u ]<-CC O ♦,t. "'111444^""' O � v k m'"- s«e..lm.....wy�r yy >P '�"J�y` 6j • �1 O 7 MYRICA A STELL VAN A ■ r' 0 O (A`" D{ k p m«q wee • 1}RHODOD ON MAXIMU 0 td•a; 1jj.°.§d7-'• ����� C O C''"' 26 ILEX GLABRA'NIGRA' S VI:UR UM 'LI UM • p t }y, N M,p Cmpa+ale+n p�(D' O G / ki ,! W ( cr. ®' HYDRANGEA 7 URNUM PICA „,,, j,(,v',•, ® V" •�` 0 e i-p Q €� .t • /}: A+tk..n yr D. umr .•Knlwa.n wlv .a scc HAMAMEI$VI' NA +N �` `),• y .O Q O O O / O X .� vu0 - Fl,amrea l•Isun wW O ra-CC 0 COASTAL OR SWAMP AZALEA iP r ® 28 ILEX GLABRA'NIGRA ]R'L , - O e /H?' O _ ..e. • O .�l O ar'e„mege 4nuW 7 ECC } a - y 41CLTHR•ORA'OLIA 6 _-.__ O- 0• iVC r- .Y�,m „ ILE%CRENATA rh �e - ae'} 0 p / r @'1. :k �4, /m a.'em mm ] {' ! O CL.THR•ALNIFOLIA J + , - Nld.( *r���■■'• e'0 ♦ �•-/ t 0 O.. ry;) / if a eMa O PR NUS IAURELCE '•'j Will C rrt y- /�� : p OO - O O D,:vrr,la..sH o.P ' eJn"ro'°�"rar...s=,�'rw`�' • ® O '-o O.. m.Q,nm.sDarae�i.Mswaem.••rcmm.rvwM INKBERRY 44@@ e rl- 6 VIBURNUM CARLESI i- 1 I, t" (f'_-.® - :cO 4 .._ p�C�•. �.m vflmi. m M.,' /�' TP ® 9C • • 9 LDRND$STOLONIFL S FARROW r 1 • 2,®_ ®see® - O Q p 0, otv Al v' • �• Z ® 29 COMPTONIA PERE'•. > • TO' V LAWN - ® ®O ® �O�• �0 Q tS ],S w / ImivaCOD nNwr tt�wrM.a a B c. r 84YBERRY ,'.. : J !.� `�•" }� 71,-_®®.- 6� Oeo O 0 .e °n� sb»�w•e.a.,.,.. e]e s..o,,.. -TP ®Q® ,,,,,gptfi Jf ® F ,' 12 a ET A NIFOLIA'RUBY SPICE' T, •® I Ol,,® O' '.. • �. / .' n, sy.:,w pn ua wn -L]m r•Pa sp«... BLUEBERRY OR AROMA Q® fi•'� ..- 6 ILEX'CHINA GIRL O ® �® _ Q �"' // I R.v ^ 5ya,v.. 12'n,e eae A Y C.c O ® . •,jl ■■ {.�•O I Z AZALEA VISCOSUM ..n '.gdn.B, ye 5p ®O ti Q ® +aT,.e,°r . �' .. :vy:y 2 ILEX'CHINA BOY' 40 Q • 'fir -'/ 15 VgCCINIUAt'CORM =05UM 1 rnwowa- • e v^ Pm 9:e SYRINGA PATULA .© ® -Jp/f"J �•e eyeo, .. -1`- 5 ILEX CRENATA'STEEDS. ! O ® 1111011.1 1 _���. '�^O 15 CLETHRA ALNIFO A ,Hama m.m'm aB 13 SmcInw IYY ! Q ',. 1 MAGNOLIA STELLATA Q OQ 3 V18URN.M TRILs:U Wixom owe..wriensw ay. seacoaste swnr-nr w1NTER8ERRY MOLLY O Q Q® ! .. 26 ILEX GLABRA'NIGRA' _9,, .■ a • +� .ream tern Anew.- «m . 9wer« ®O x St /,,t, p ( r II. DR,; :L(!i_.,_,_Q 1_=1�� Q /rI 0 ]+LL .tiwr w..;,nn .ve.mYm nPrt s wee..- . 0 lak ® tpi®® (;ff.T 'Ap}ay�'®® o :■ �`� CST., JA.�V �,� QO � eQ �. ..V F-.0 Ts RATI•N AR _ F s c OVIBURNUM ryd _) Y }. ® �'� 1p. 0 '..l..�Yat OY J� .�' LANLHIER CANADENSIS Tqv �$ i y} V ,t;.r »mmvH lCWv . GI cc • �OO -;+J' N I nl t' Q� O: eilC E •t t O O O O- ® OO� � � ' Q.. I 7 �•• '3ACCI�NI�IMCORTMBOSUM \ alt��moo Y�0 O�~ 'ea YiJCWRCHHAZEL b jjD' Jtl 74 Y? V` e'• 7ILEX'CHINA GIRL' �_ 0•, ,G O p I fIL�L yL 1 I `� ems' ,ca a ZPGtc_'Ta. i . t . ®®� �STAI,Y °@a_A_mmmm�n ,� B .-_� anma.- P.:-awa.D Spiv D. >° , a. a IV DC. l♦.5 CLETHRA'CRYSTALINA' O 18 RHODODENDRON MAXIMUM / - 2.40 ®'S., M 29 CINNAMON FERN �Oi0yo,00 p 0 O' -�-� • , I c°0 1 )1 24 CLETHRA ALNIFOLIA •e. BEACH PLUM \\ \ 8'ILE •LABRA'SHAMR• e■ � IS VACCINIUM CORYMBOSUM 1wF� at Pal ] ZY CC �\\\\\\\\\� CLETHRA'RUBY SPICE' t`p QO•■ 33 MIXED DAYLI*IES ,�Ol i' _ Y ® 1 ' ] 13 VIBURNUM DENTATUM -leiwa _ aursw -- - - at Pv U 1 Oc. i� • \ • } NOL• 33 FERIN MIX t ®O a•p■ M„pOp�• 1 O ®i�i �y. 3 ILEXM•IE CLCHIER C1GRA' SIS \ fib' 4M nGw.a•mat , Yoc O SWEET8.4Y MAGNOLIA • �i�� 68 EROCALUS MIXf ap. A O - • • • IO Q t 1 ® 1 'L` p,4w taau ssa£MN ] I.` AMEWNCHIER CANADENSIS .{y ` ` ' ' `t°tt ®� a� O 0 EUFFER RESTORATION AREA(787$Fl mRw DaRNb]nav�lral9{x I''''��tt{yT ®,�9a,. pO OQQ I • �♦ - � O® .y, 12 ILEX GLABRA • EQ� p�OO 73 TA%U5= Q c I rl 1 AMEIANCHIER CANADENSIS (� • O�O Q,e,,O=•■ •pbw00, 1� . o ' O �� .♦W ,\\ 6 CLETHRA ALNffOLW m.'ayam«m. «.a•s=.m r13 oc.ac EEE: • •• LE 1IV • • TREE 1 '4$M1 - \ 2 XUS CCATA"REPANDENS'\\ ■T I • _. i' MA 3 H_. • 4-b-e ®-_ w ►♦ .. \ O k, :. % • +y.�"G V ' >1 .. �• ,�, • r d4 , • - j,, •.• - �.'k- ,I - , /�. • o ®'_v�`I 6 ws,,It 6�11'fuTi _ • \ :�'�♦ " •ti "+aa 1,0-cC. •..u;,. ,4 ,N. •30 ILEX GLABRA• RA` ' ► \\\��.!{iF = ___ =a4 eIF ^ �j, •ar• ' :I€!'+t�., V1 "v`, 'Maw,Maly ...arcs is tl _ , ' .y ,, `V' ary TI O q� 'tl f10 EXISTING VEGETATION '.,, A}+.,, m \\\\\\ I.: T ' IY 1 NW 0.1A ,^1,1 Mlpl.i VIC \ tF�� TO REMAIN f ,Iry •.•stucr 1]CLETHRA IFDIIA / \\\\� IM -. . U "t, • i .Er^'n.7N 2^,1 .,:DOE'iv ;. uv c•.r.rr.nm �epe�a eNx,p' avc< $.�i. ,;,;.,EXISTING VEGETATION wN -`. \\\. ti®1 iBN �I o ON 14 ILEX.VERTICILLATA SPARKLEBERRY - - '� f m"!'.:'TO REMAIN ' .'.. " ""• _ eaD 9 eu'cc y�Q s. ' ' -3 ILEX.VERTICILLATA:JIM DANDY"' \ ,/" ®*1 • 1 �CZ' r ;REFER TO SMOURTT RD z r �•.•�, r F '''•'' '4` -.\ �•x9�D'.. PROPOSED LARGE DECIDUOUS TREE 4A,11v . ,: '• \ ✓^' 1. ` ® d. ,�Y -��-5.. 1I:iOR''DETWLED"COURIYARD:•, I:CF .1 „.`,:A3N.. , 9l1 13 VIBURNUM PLICATUM _ CF. 7' „ „ G ,:• ✓ ° GO Z 't"�, '.•, ji± .. �, • a .. (-AE�D! ',,PIANTINC PLAN r ".I,P.�S� ' : .4w `�` ern'�.,.�.: �S" 'Sr. �" M!, , c „ I. N O®®; ' I nl' NIV v:: I pp �MrNN�yII . :fir x ft,%. ,X r]:VPMAMEM 1.LCA UM`: 20'..WIDE SWATH OS CUE MEADOW TO 'S j � ` °tl` "'+ \ • OQ® -. ' w iI p Ikl[�I:I,YM qP GT., i.i VI BU U L .,\ OVER SEWER LINES.'.MOW:.IX'.PER.YEAR TO 4•dn: 'r ' . +. .fit ,:rrAR ,. I 1111111,M Inl �y�DVy yl MAINTAINFREE.OF WODOYPLANTS^7"3• _ :. 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B LEX G':RA'ORSIC' � 'p..,µ....^MI'- �� +\ � - � ^ " 7 N. e O ypW;Ae, ®® .,♦ r` 1• CO'NUS I.ONI•ERA'FAR"O»' r .• • '}+„r ++ �y •9.,t 'e"I ® \')' 8 E. LAB" OROC' _ 1 ,A� d 1,o-, f '+' „ \ ® ',: , Ll-LJ® c✓®® J - 46 ILEX GLABRA'NIGRD' Ilhoziou. 1 ILE GL=RA'SH MRO K' I • 1. "-_ _ _ ` \�'y y yA R'�"' ry "``f�.+'i,.: �� � V . in CCC��3 � c:'-:- `" r, [ Rev. 7/272017 Addition of BUDorRetoratlon Plantings ' QQ®� 7 ILEX VERTICILLATA enA1',• .Ae� � F ., f 4114, g' f 1, ., \ '®•®,, p e 15 CORNUS STOLONIFERA •CJj47€ •Stl� 16 LLETHRA qLN • :-� \. I,' :,- (� $ ,,, rtr O O�. 40 PENNISETUM'HAMELN' 8 ILEX GLABRA'NORDIC. 21 ILE%'COMPACTA' : � "- Y•i, - "L. Rev.1 6/192017 CCC Changes nor - •_ \ O, ...... - 38 LITTLE BIUESTEM 11 AROMA ARBUTIFOLIA h+ � "M i .r, Issue Date Desrnpeon • U ►•`�. - 8 ILEX GLABRA`NORDIL' 4 ILEX NRTICI CANADENSIS e p �; di 8 AZALEA VISGOSUM 9 AZALEA VISCOSUM • ILEX VERTICILLATA • 1" 3 2 °'Ina • / \ . \ \ Q ''',�/Q Q V'q+jY•r:lo-tl-.•,-••,- 9 FOTHERGILLA MAJOR 8 AZALEA VISCOSUM 6 POTHER :• \ ` �F - r ,a�'•,•'.«.TM«nD•� .a,anwarom«m.a, voa.Maoam.an. • e' PS-' OW' 71^'m ••91'.. 14ILEX GLA:RA'COMPACTA' 1�,�' y� _ ''P+'Y'•i�s x � py a IM rnwtlti:nmvo«.ma..:wrr ' rri 7 FILEX GGI•.R MAJOR EX :-A •• S ARK )),, AL y, .', \ O®�®e►e�\' `. It'l'a �!'. 7 EX RT CIL TA'.PAR LED RRY'�_ - 1 p V ,•:•F+o- rl \ nmoulmrM .es• e O, x7"' -} 16 ILEX G IRA OM"ACT' X RTI.ILLA• $•'ARK,�,,Ia�'RY ► f. �i}r ` . ®O®� �41 Vr y 2 LEX ER LLAT. 'JI D•}. 7 I EX VERT!IL.A"PAR LEB:"`' I•()�\ RTI•LIA •JI D I'`sR7 'ppk E sr,''Y1 f 6IIi ._- y Mm - ° - : +' -DECIDUOUS ;; L6 YRI'CA 'ATUr � � 2 E%YERTI Lr1T 'JI DA OT' k v. 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Savings Bank L.e��. ✓ - 1 .1{ ORIZONfMALLS :P R115 O - \ • ;• \ 03 , I• 3 VTR I NIANA U MAP OPIZOM +_- ..; OP2B„TA 5 • Q X ,� ;Q C3 Q �'p�� Hyannis Banking Center 1 ,- °•' •r �. .ti1r _ -_7a(YlA.�,PS F,r \!yy \`� 1520 lyannough Road Hyannis,MA A 'F. ��E%ISTINC.TREES h SHRUBS i0 BE of / tl' V SELECTIVELY,THINNED MIO TRANSPLANTED '' �/ r '� qt' \ .. A :.s• AI Ta Ld -' c usoN • > e �' i, , .. \• wm. 6w ':MU TO'BE'RESTORED ND M •/ /T' '4 E%ISTING AS'FESCUE MEADOW - %%11$$JJ11NN - MARE -*. f jJ^A/ �T` • _% JULY27.2017 - --' 'EVERGREEN EUEOpIP140PFIYUS � TRANSPLANTED çI50 A \• - , RED CEDARS ' EOAR�� } - \ -- mac_, '/W,.' M 1Y (� `y e y�'}R�'r r \ Ili :' P BY r' ``+\1 Tna ✓i BEREIPANSPLWIEO F RAN9PlAMEO _ '!±- y ..�' N1y y'Lf is yrk e[iauisv°u1ro. _ w� Ii 9 2 0 •,.'-.il¢ N 0 6 ]0 80 s7€. • _'_"_`_r- .>.-.922 MTV} - - ' --_____-_-..._.- €�+'"+J[ _� { �,M"47 . I . 1M�F•AM7� ^"yH r, {S�1if r ,Jh T '�v"y �/I v \ sole. 1 =aLY IYANNOUGH ROAD / ROUTE 132 y _ PLANTING PLAN --- - ----- 4 FULL SITE L4.0 r Plant List Latin Name Common Name Code Size Amount Spacing Trees Amelanchier canadensis Shad AC 5 to 6'clump 10 Specimen Acer rubrum'October Glory' Red Sunset Red Maple AR 2-1/2 to 3"cal. 16 Specimen Betula nigra'Heritage' Heritage River Birch BN 10'to 12'clump 20 Specimen Cercis canadensis Redbud CC 2 to 2-1/2"cal. 4 Specimen Cornus florida Flowering Dogwood CF 2 to 2-1/2"cal. 9 Specimen 'Crataegus viridis'Winter King' Winter King Hawthorn CV 2 to 2-1/2"cal. - 3 Specimen - • . Gleditsia triacanthos var. inermis Halka Thornless Honey Locust GT 2-1/2 to 3"cal. 2 Specimen Juniperus virginiana Red Cedar JV 7'to 8'b&b 10 Specimen Juniperus virginiana Red Cedar JV 8'to 10'b&b 3 Specimen Liquidamber styraciflua Sweet Gum LS 2-1/2 to 3" 3 Specimen Magnolia stellata Star Magnolia MS 5'to 6'b&b 2 Specimen Magnolia virginiana Sweetbay Magnolia MV 6'to 7'b&b 9 Specimen Magnolia virginiana Sweetbay Magnolia MV 8'to 10'b&b 7 Specimen Malus'Sugar Tyme'or'Donald Wyman' Sugar Tyme Crabapple MS 2 to 2-1/2"cal. 3 Specimen Nyssa sylvatica Black Tupelo NS 2 to 2-1/2"cal. 5 Specimen Pinus strobus White Pine PS 7 to 8'B&B 20 Specimen Pinus strobus White Pine PS 8 to 10'B&B 14 Specimen Quercus rubra Red Oak QR 2-1/2 to 3"cal. 11 Specimen Thuja plicata'Green Giant' Green Giant Western Arborvitae TP 7 to 8'b&b 12 Specimen 1 . Shrubs Aronia arbutifolia'Brilliantissima' Red Chokeberry #3 Pot 15 Specimen Azalea viscosum Swamp Azalea #7 Pot 49 Specimen Clethra alnifolia Summersweet Clethra #3 Pot 107 3'-6"O.C. Clethra alnifolia'Hummingbird' Hummingbird Summersweet #3 Pot 53 3'-0"O.C. Clethra alnifolia'Crystalina' Sugartina Summersweet #3 Pot 5 3'-0"O.C. Clethra alnifolia'Ruby Spice' Ruby Spice Summersweet #5 Pot 30 3'-0"O.C. ' Comptonia peregrina Sweetfern 4" pot 29 18"O.C. Cornus stolonifera'Farrow' Arctic Fire Red Twig Dogwood #3 Pot 88 3'-6"O.C. Fothergilla major Large Fothergilla #5 Pot 22 3'-0"O.C. Hamamelis x'Arnold Promise' Arnold Promise Witchhazel #7 Pot 23 Specimen Ilex crenata'Hoogendorn' Hoogendorn Japanese Holly #3 Pot 89 2'-6"O.C. Ilex crenata 'Steeds' Steeds Japanese Holly #7 Pot 14 4'-0"O.C. Ilex glabra Inkberry Holly #7 Pot 23 3'-6"O.C. Ilex glabra'Compacta' Compact Inkberry #7 Pot 63 3'-6"O.C. Ilex glabra'Nigra' Nigra Inkberry Holly #3 Pot 208 3'-6"O.C. Ilex glabra'Shamrock' Shamrock Inkberry Holly #5 Pot 67 3'-6"O.C. Ilex x meserveae'China Boy' China Boy Holly _ #7 Pot 2 3'-6"O.C. Ilex x meserveae'China Girl' China Girl Holly #7 Pot 13 3'-6"O.C. Ilex verticillata Winterberry Holly #3 Pot 7 4'-0"O.C. Ilex verticillata'Berry Poppins' Berry Poppins Winterberry Holly #5 Pot 11 3'-0"O.C. Ilex verticillata'Jim Dandy' Jim Dandy Winterberry Holly #3 Pot 9 3'-0"O.C. Ilex verticillata 'Sparkleberry' Sparkleberry Winterberry Holly #7 Pot 35 3'-0"O.C. Myrica pensylvanica Northern Bayberry #5 Pot 53 4'-0"O.C. Potentilla fruticosa'McKay's White" McKay's White Potentilla #3 Pot 7 36"O.C. Prunus laurelcerasus'Otto Luyken' Otto Luyken Cherry Laurel 3'to 4' B&B 6 Specimen Rhododendron maximum var. album Rosebay Rhododendron 4 to 5'B&B 86 Specimen Syringa patula'Miss Kim' Miss Kim Lilac #5 Pot 13 Specimen Taxus baccata'Repandens' Spreadings English Yew 12"to 15" B&B 222 2'-6"O.C. Vaccinium corymbosum Highbush Blueberry 4'to 5'b&b. 41 Specimen Viburnum carlesii Koreanspice Viburnum #5 Pot 6 Specimen Viburnum dentatum Arrowwood Viburnum 3'to 4' B&B 19 Specimen Viburnum nudum Winterthur Viburnum 5 gallon pot 8 Specimen Viburnum pliqatum torn. Maresii Doublefile Viburnum 4 to 5'B&B 37 Specimen Viburnum Trilobum American Cranberrybush Viburnum #5 Pot 5 Specimen Perennials Hemerocallis'Catherine Woodbury' Catherine Woodburys Daylily 1 Gal. 17 15"to 18"O.C. Hemerocallis'Chicago Apache' Chicago Apache Daylily 1 Gal. 28 15"to 18"O.C. Hemerocallis'Happy Returns' Happy Returns Daylily 1 Gal. 155 15"to 18"O.C. Hemerocallis'Hyperion' Hyperion Daylily 1 Gal. 28 15"to 18"O.C. Hemerocallis'Stella D'doro' Stella D'Oro Daylily 1 Gal. 72 15"to 18"O.C. Hosta Hosta 1 Gal. 32 2'-0"O.C. Perovskia atriplicifolia'Little Spire' Little Spire Russian Sage 1 Gal. 13 18"O.C. Ornamental Grasses Calamagrostis x acutiflora'Karl Foerster' Feather Reed Grass #1 Pot 27 2'-2"O.C. Liriope spicata Lily-turf #1 Pot 63 12" O.C. Pennisetum alopecuroides'Hameln' Hamelin Fountain Grass #1 Pot 40 24"O.C. Pennisetum alopecuroides'Little Bunny' Little Bunny Fountain Grass #1 Pot 104 15 to 18"O.C. Pennisetum alopecuroides'Piglet' Piglet Fountain Grass #1 Pot 32 15 to 18"O.C. Schizacharium scoparium Little Bluestem #1 Pot 121 12 to 18"O.C. 1 • Meadow Grass Seed Mix Seed Mix to Be Provided in Attached Spec Ferns Dennstaedtia punctilobula Hay-scented Fern #1 Pot 11 18"O.C. Osmunda cinnamomea Cinnamon Fern #1 Pot 64 2'-0"O.C. Groundcovers Vaccinium angustifolium Lowbush Blueberry #1 Pot 107 12"O.C. Vinca Minor'Bowles Variety' • Vinca 3" Pot 688 _ 8"O.C. • • • • L ' SPILLOVER STONE ` REFLECTING POOL +62.5 TC 4/./..,/, +62.5 TC +62.5 TW TOP OF REFLECTING POOL COPING 62.5 +I'0' Tr<rrr urn, �� TOP OF REFLECTING POOL BEAM 62.29(+9 OJ4') +61.31 TW WALL"G' • !r/ WALL'F' +61.31 TW BENCHMARK s BUILDING FLOOR(BENCHMARK)61.5(0'-0') 1 * - I r I II 1 T E , I ..,,i, q ) 4 q • SPILLOVER STONE dd SPILLOVER STONE q - q+59.0 TC • I , WATER HEIGHT RUNNEL ® TOP CATCH BASIN COPING 59.0(-2'6") 3121.* 4 +58.5 TC �� +58.5 TC �s, TOP CATCH BASIN BEAM 58.79(-2'8X") I I I t5A.79 TR LED LIGHT LED LIGHT LED LIGHTLED LIGHT T l TOP OF RUNNEL COPING 58.29 (-3'2 0") +57.5 FG • \ / +57.33 TF WATER JET FITTING I TOP OF RUNNEL BEAM (-3' 2}4") O • _ +57.33 TF _ - -- y�+' - y WATER HEIGHT TOP OF RUNNEL FLOOR 57.33(-4' 2") Q ° dv q• d q • d +56.8 TC a' 4 q a. d �r- +56.59 TB U +56.63 fFd .VARIES ° ' O 4 • 4 4. ', +56,4 FG L j , TOP OF SOURCE POOL COPING 56.8(-4' 8 ') CATCH BASIN +55.96 4 4 e q . 8'q d •q a • �a d d '° +,6 ;HL, +56.3 hG . TOP OF SOURCE POOL BEAM 56.59(-4' 10.)) ' FINISH GRADE d (� 4 • . ,+55,3A 4 4 . a ° 4 'q - . , 4 . ,d G - - s BOTTOM OF RUNNEL SHELL 55.3(-6' 2X") SPREAD FOOTING 1'-6' I 1q - ° 1 ° BYOTHERS +54.5 \ 2-e , • 1 g IA ~�� `/ \ I'-O' MIN • PROPOSED GRATE / \ FROST FOOTING BY OTHERS NOT TO EXCEED 2'BELOW +53.5 \ 3'-4' WATER LEVEL • SOURCE POOL CATCH BASIN' REFLECTING POOL +52.59 TF • ,, +52.59 TF ® TOP OF SOURCE POOL FLOOR 52.59(-8' 10 X') /7,7' 'Q +52 0 l +52 0 • q- • : 1. • , A. ,4 , A• •9 4• s BOTTOM OF SOURCE POOL SHELL 51.92(-9' 6 X') STRESS FOOTING_i+ ®O WATER FEATURE SIDE PROFILE 2 • SPILLOVER STON d 2'-8' / . , OUTSIDE REFLECTING POOL$HELL • II,_8. �,. 1 1 .��� .• • . • , ' r '4 A d 1 1 4 " E wvrs RF t.?Ivc EON s.eEl , TOP OF REFLECTING POOL BEAM 62.29(t9 O}4') 1•,zi/J�-�' l I '� 2 3• z D. , 7 I/z" I'6 :Is :GR:::::T:::::1:L::6: I 0 SPILLOVER STONE SPREAD FOOTING SPREAD FOOTING/ 36' I/z• 32i 2I/2 ' 60.31 (-I' 2y") ° a • WAIL"G" / 6-I. \ . 4 0" CIO BOTTOM REFLECTING POOL SHELL 59,149(-2'4X") 1 s TOP CATCH BASIN COPING 59.0(-2'6') a 6 TOP CATCH BASIN BEAM 58.79(-2' 8X') 2•_2• / SPREAD FOOTING - CATCH BASIN -'� -f- 3�0 I/2" BY OTHERS I. / 6,_I- / I'-8" -K f- 4 I/2' TOP OF CATCH BASIN FLOOR 56.63(-4 10}4")is STRUCTURAL NOTES: 4 .� 8. EXISTING CONCRETE WALL BOTTOM OF CATCH BASIN SHELL 55.96(-S' 6YZ") SPREAD FOOTING �. 4 4'-0" LEP LIGHT \ d ...........\ LED L.wrT \ LED LIGHT LED UGHT/� I. ALL CONSTRUCTION IS TO CONFORM TO THE � I'-10' SPREAD FOOTING MASSACHUSETTS \FOOTING BELOW �4 • ,8;:gn.e<T,„: BY OTHERS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND DESIGN • f ro ° 3-6' k\ SPILLOVER STONE '�- 2'-6' �' J_�.. f� STANDARDS. 26................_____• 5-8" • ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT 7'-0 ,� 3'-0 1/2" 3-r^ REFLECTING POOL/ CATCH BASIN SIDE PROFILE 0.;GL 4 INFER THAT RETURN LINE• t / / THE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE RETURN '//ti REQUIREMENTS. T2. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL ° • A. I'-ID" 1_IO^ 6"WALL 1 #3 @ 12" O.C. E.W. CONFORM . ,/,Z ° \ HORIZONTALLY a VERTICALLY lb% \ ,4. \ �' �_ z' 6' a . _ TO THE APPROVED RULES AND STANDARDS FOR MATERIALS, TESTS, • , A E \ THROUGH OUT#4 SINGLE ROW HORIZONTALLY ENTIRE FLOOR a WALLS AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS st WITHIN 2'OF BEAM //J LISTED • SPILLOVER STONE SPREAD FOOTING/ SPREAD FOOTING 1 ->4• 2'-6" - (/ . o IN APPENDIX A OF THE MASSACHUSETTS STATE BUILDING CODE. 4 WALL"F' UPPER REFLECTING POOL �`�RUNNEL d r • f-- 3'-6" -�/ #4 SINGLE ROW HORIZONTALLY 4 ?-" / WITHIN 2'OF BEAM �° � dq�, ��d a � • POOL NOTES: RUNNEL #3 @ 12" O.C. E.W. ; I. ASSUME MAXIMUM SAFE SOIL BEARING PRESSURE- 2,000 • a f HORIZONTALLY a VERTICALLY,`' =. 2. ALL POOLS ARE TO BE PACED ON NATURAL, UNDISTURBED / THROUGH OUT • ENTIRE FLOOR a WALLS � MATERIAL - �GT u , q OR COMPACTED GRANULAR FILL. SUBSOIL BEARING STRATA SHALL a BE FREE FROM ALL VEGETATION, LOAM, AND ORGANIC MATERIAL. • REFLECTING POOL/ CATCH BASIN STEEL. SCHEDULE 3. DO NOT PLACE BACKFILL AGAINST POOL WALLS UNTIL ALL O e0 WALLS 0 REFLECTING POOL/ CATCH BASIN OVERHEAD HAVE OBTAINED 7 DAY CURE STRENGTH. I$ 4. ALL POOL FLOORS SHALL BE PLACED ON A 18" LAYER OF CRUSHED STONE, COMPACTED TO 95% STANDARD PROCTOR DENSITY AT THE L OPTIMUM MO;STURE CONTENT. . z ° d f f 7'-7" / 4'-II' -T OUTS.RUM.SHELL + 38'-0 l/z' SHOTCRETE NOTES: . \ SPILLOVER STON n INSIDE RUNNEL SMELL , c • . • IN SPILLOVER STONE a I-p q 4 I'•0' I' 0' 4 •• e +58.5 TC +58.5 TC / • N. a 6'' 6"/ / /j/l /////// //////%6!�// •° 1'-I 1/2• y b T II 1/2' 6 1/2' `d I. SHOTCRETE MIXTURE, FORM-WORK, DELIVERY, PLACEMENT, I ` // . • A _ . v , v ---- I'-3 3/8" AND REINFORCEMENT I q ° 4 44 XI q LED LIG r 3,_2. ° LIGHT , 2'•11 I/2" :ED.I HT • d L D LIGHT° •a7 A. .a._� SHALL CONFORM TO ALL REQUIREMENTS OF ACI 506.2-95 A. d / ' / 4 ° ?' J • 4 • d (LATEST EDITION), /.1.2,4 ".Jt .4 6 Q /i2` //12'/ / 7'-7 I/4• / 7'-7 I/4• / 7'-7 U4• / 7.7 I/4 UNLESS OTHERWISE NOTED. f 2. CONCRETE MATERIALS SHALL BE: ASTM C TYPE I -,--- 8--B. / 5'-0" /6// 5'-0• , 4A PORTLAND CEMENT. k. .. y. / 12'/ /f - l0'-0" FROST FOOTING BY OTHERS SAND AND GRAVEL AGGREGATES SHALL BE NORMAL WEIGHT AND 9 d • : ;z./ q CONFORM TO • \ f \ qan ASTM C33 STANDARDS. AGGREGATE NOT MEETING ASTM C33 SPILLOVER STONE .q / q / , e 1 -0• 1•-• I_0" / 4 • `� STANDARDS I f .'. ��j�� \ /////14(% /Y///// // • 6'% ///f // /2Z////// 6;��// ' 0 RUNNEL SIDE PROFILE MAY BE USED PROVIDED PRE CONSTRUCTION TESTS DEMONSTRATES if/f t SUCTION LINE a 1''0' d • "o ° •- • 4 v • e THE SHOTCRETE • \ _,� CAN MEET SPECIFIED REQUIREMENTS. ALL CONCRETE SHALL BE OP REFLECTING POOL/ CATCH BASIN FROST FOOTING OVERHEAD r 9 #3 @ 12" O.C. E.W. AIR-ENTRAINED. `'-----... SOURCE POOL HORIZONTALLY a VERTICALLY CONCRETE COMPRESSIVE STRENGTH, (F'C) IN 28 DAYS. #4 SINGLE Row HORIZONTALLY THROUGH OUT ALL CONCRETE WORK- 5,000 PSI. ,�� -G'///WITHIN 2`OF BEAM #4 SINGLE ROW HORIZONTALLY" BE 1 21 11' / ENTIRE FLOOR a WALLS WITHIN 2"OF BEAM I ' OUTt?[ScloRce PEEL S,0+. zo•-II" _ _ - �, NOTE: rw / mils SDUS<e PSL Sall < _ ;.,,j SIDE WALL SUCTION LED LIGHT D LI HT LED LIGHT .I _ f .. A r ELEVATIONS ON EQUIPMENT AND SOUND PROOFING •" / �J RETURN LINE .A a 9• •' •y .--+ ;� $1iC710N LInE cT 1 SUCTION LINE Is �''�Q., � ill d • _ ° b '? d L 4 ° 4 e - a ', IN ACCORDANCE WITH FLOOD ZONE REGULATIONS- •- :=, 4 RUNNEL. I_9. 0. ° ° d - 4 .4, A , •A _ q_ • TO BE DETERMINED. 'flP-6• , A - hJ I.-6" - - r,.c:T. Iq N 3 O• f..I r .� �j�.�.SPILLOVER$TONE SUCTION LINES\\r-1;",/ � � `6 0. .} �� �13. + LlI VJ FROST FOOTING BY OTHERS e ;�' ��Dr SUCTION LINES 'c<;scu I7I �/ Barnstable Bld�. Dept, t CJkiIE` K e /' 4 1 H �� :a,,H.H Approved by: • �� ;:..:: n 5'-0" "•nx c S<H ''-9' --- \ RUNNEL STEEL SCHEDULE �r,�'(`� � ,' � •'�- I _fp :1: I • 4 - ' 4.. .' d d. ° \ 5. I Permit #: _ �' ' ,�..� f':,��d 8�f l `I _ED LIGHT LED LIGHT SIDE WALL SUCTION/A \ / /<1/14agr ��6 �- I W INE )1�, INGS SOURCE POOL OVERHEAD SUCT o L </f):5)• ® WATER FEATURE FITTINGS .1,P r}aa r r. ••rr.„,.r., ,•• , ...^,^.,,+ ^:T,<.4q 9:Yi•?!!%h'rvir,^.�+:.,,,, ,',..**”11^rY,T ,r._• wa z-rit!1 ,rn,,,m,,,, :T?!?rt7r;,3rt.<• ° 0,V NAME: C AP COD FIVE SUCTION LINE� +58.5 TC RUNNEL ` FINISH GRADE 56.3 / 26" ` 0` H. 5' WATER FEAT RE FITTINGS /,LI 4'<" #3 @ 12" 0.C, E.W.4; t .. II I/2' APPROX. WATER HEIGHT APPROX. FINISH GR DE VARIES HORIZONTALLY a VERTICALLY u ADDRESS: I I I Y A N N 0 U G H RD+56.8 TC z I'-B 3/8" THROUGH OUT ■■■ #L MG E 'ON HORIZONTALLY a�,. .56-4 FG - �d'-''`^ ~` �- 3'-6' -//WATER HEIGHT ��WITHIN 2"OF BEAM 1 I /\ .4 d ° e, , , JJJ �r� \ \ ENTIRE FLOOR a WALLS �_ •__4 ° 4:1111. / `{ �, FINISH GRADE VARIES (7 T - / Liellillill1111 1 �� - •� 1 J 02601 t_ED LIGHT � . CITY: ZIP:1I LED LIGHT'\ LED LIGNT ,4, o' 2'-4'\PROPOSEDGRATE 3'-7' Lsc..x-I _ r< �.■■■IIL-J N07 TO EXCEED 2'BELOW E `-"E-- 4 0'�� WATER FEATURE OVERHEAD WATER LEVEL 4 8" PROPO`'ED GR47E w,.rER EnrucE IxLSICE WALL SUCTION Or ew_ ' clrr nc • ■■■■■II -1 NOT TOE WATER LEVEL ,„,!/F q u %GEED 2'BELOWW6-7�s- a d. d q a� aurim ���r���� J VIOLA I Ll - INSIDE SOURCE Poa SHELL 7 0 INSIDE SOURCE PDDL snEu El HYDROSTATIC RELIEF VALVE ASSOCIATES 21'-II" OUTSIDE SOURCE Poa SHELL INSTALL PER MANUFACTURER'S OUTSIDE soUR<E Poa SHELL SPECIFICATIONS SOURCE POOL CROSS SECTION 8 SOURCE POOL CROSS SECTION 110 ROSARY LANE, UNIT A, 0 HYANNIS, MA 02601 (508)771-3457 VIOLAASSOCIATES.COM SOURCE POOL STEEL SCHEDULE -. •,. .: .., ,- ,.�.,;. �.- �,: �... F.) • DATE: SCALE: PLAN: -j 08/02/ 19 I /4"=I ' LI 1