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HomeMy WebLinkAbout1030 FALMOUTH ROAD/RTE 28 (2) 1030 Y I' is s SMEADO KEEPING YOU ORGANIZED No. 10230 i H163 SUSTAINABLE MIN.RECYCLED INITI TVE CONTENT10%@) Certified Fiber Sourcing POST-CONSUMER www.Wol"em.org s�ioizva MADE IN USA GET ORGANIZED AT SMEAD.COM Final Construction Control Document To be submitted at completion of construction.by a pit Registered Design Professional yew` for work per the 9th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cape Cod Healthcare Medical Office Building-First Floor Phase 2 Date:10-1-2019 Property Address: 1030 Falmouth Road Hyannis,MA 02061 Project: Check(x)one or both as applicable. X New construction Existing Construction Project description: Rework Exam Rooms and Office Area. I Gregory B Siroonian, MA Registration Number: 9748 Expiration date:8-31-2020,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: X Architectural Structural X Mechanical X Fire Protection X Electrical Other: Describe for the above named project. I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept,shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate.to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet"or electronic signature and seal:Nk -�► - R ar9�t- •t "4 Phone number: 508 759 9828 Email: gbs@MEDCOMarch.com Building Official Use Only Version 06 11 2013 Town of Barnstable Building o� ( Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept E `',BAAy$1A6LE� Posted Until final Inspection Has Been Made. eoru.� �f Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit Permit No. B-17-3564 Applicant Name: Gregory B Siroonian Approvals Date Issued: 11/08/2017 Current Use: Structure Permit Type: Building- New Construction-Commercial Expiration Date: 05/08/2018 Foundation: Location: 1030 FALMOUTH ROAD/RTE 28,HYANNIS Map/Lot: 250-065 Zoning District: SPLIT Sheathing: Owner on Record: MCCARTIN, MARK TR Contractor Name: Gregory B Siroonian Framing: <aal l Address: 43 HOLLINGSWORTH ROAD Contractor License: 9748 2 OSTERVILLE, MA 02655 Est. Project Cost: $5,086,749.00 Chimney : Description: construct a new 2 story wood framed office building Permit Fee: $46,514.42 Insulation: Fee Paid: $46 42,514. Project Review Req: Final: Date: 11/8/2017 - 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. Rough Gas: All work authorized by this permit shall conform to the approved.application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 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 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 24-0 Parcel 0 G 6 Application # 356 q l Health Division Date Issued _ sl/? r." Conservation Division Application Fee tv Planning Dept. °� B(, prr, to ee �6 S y. Date Definitive Plan Approved by 9 Plannin Boards Historic - OKH _ Preservation/Hyannis °jol i Project Street Address 1010 f A Lr 1 U O`er i 4 ' o A NSTgeI Village 14�i V4 f-li id Owner Address A3 �lo�.LYNra51�iCTN ® Telephone q 7 _ _,"Z 4 f3 0e��t2v)t L , KA C. 2c;.6 Permit Request ti & , tZA W V 4C? Fj�A;-f r 1177> 'Co 1*4 G Square feet: 1 st floor: existing proposed 86 ZO 2nd floor: existing proposed �a�Total new ] Zoning District RV 1 1413 Flood Plain Groundwater Overlay Project Valuation '5706.7,49-4!Construction Type b Lot-Size ~7� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. �(J Dwelling Type: Single Family 0 Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes APdo Basement Type: ❑ Full ❑ Crawl ❑Walkout ,2fOther SLATS 0'1-4 C-RAVa 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 ,i�Tlectric ❑Other Central Air: .E)<Yes ❑ No Fireplaces: Existing New Existing wood/coal-stove: ❑Yes ❑ No Detached garage: ❑_existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # 201-04-' Recorded Commercial Zes ❑ No If yes, site plan review# 004� 1 Current Use MAIAVOA&12 Proposed Use _M e Di&A L C3 F 1=1C, APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number 617- 447- 11----s � Address License # 7 0 y V-14 ® 1,5 Home Improvement Contractor# Email 1 17IXOM fZ 04 461 t"] Worker's Compensation # 06 W�- C 1< l''1 (5 L 4 ALL CONSTRUCTION EBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO l d " , SIGNATURE DATE ��� 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. ,JUN 2 3 2017 PLANNING&DEVELOPMENT MEMORANDUM TO: Zoning Board of Appeals FROM: John W. Kenney,Esq. APPEAL NO.: 2017-044 HEARING DATE: June 28, 2017 APPLICANT: Mark McCartin,Trustee of Strawberry Hill Nominee Realty Trust PROPERTY: 1030 Falmouth Road,Hyannis,Massachusetts 02601 ASSESSOR'S MAP: Map 250,Parcel 065 LOT SIZE: 142,888 Sq.Ft. :L(3.3 acres�} ZONING DISTRICT: Split RD-1 —Residence D-1 District(67,234 sq. ft.) and HB—Highway Business District(75,654 sq. ft.) GROUNDWATER OVERLAY DISTRICT: GP-Groundwater Protection District RELIEF REQUESTED: Applicant is seeking a Special Permit pursuant to Section 240-25 HB Business District Subsection C- Conditional Uses to allow for use by medical offices of an office building to be constructed. 1 BACKGROUND The property is located at 1030 Falmouth Road, Hyannis, Massachusetts. A copy of the Town of Barnstable Assessor's Map showing the property is attached as Exhibit A. It is shown on Map 250 as Parcel 065. The property is owned by Mark McCartin, Trustee of Strawberry Hill Nominee Realty Trust. A copy of the deed into Strawberry Hill Nominee Realty Trust is attached hereto as Exhibit B. A copy of the resignation of the original trustee and the appointment of Mark McCartin as trustee of said trust is attached hereto as Exhibit C. The property is served by municipal water and will be connected to the municipal sewer system. ZONING BACKGROUND The property is located in the Highway Business District; Section 240-25 of the Zoning Ordinance. Section 240-25 Subsection C - Conditional Uses allows any use permitted in the B - Business District provided a special permit is first obtained subject to the provisions of Section 240-125C and further provided that such use does not substantially adversely affect the public health, safety, welfare, comfort or convenience of the community. (See Section 240-25 C (1) (a)of the Zoning Ordinance). Section 240-21 B sets forth the uses allowed in the B—Business District. Subsection A of Section 240-21 sets forth the Principal Permitted Uses in the district. Sections (1) through (7) of Subsection A list the different types of businesses allowed while Section (8) sets forth a"catch all" provision that provides that "Any other ordinary business use of a similar nature"is allowed in the district. The property is also located in the GP Groundwater Protection Overlay District (Section 240-35 F. of the Zoning Ordinance). Section 240-35 F. (1) allows any use allowed in the underlying zoning district, except those specifically prohibited in Subsection F(2). DESCRIPTION OF PROPOSED PROJECT The Applicant is proposing to tear down the existing one-story wood building containing 7,975 square feet located on the property and construct a new,two-story 17,770 square foot office building. Improvements will include a new curb cut(already approved by 2 Mass.DOT),parking, storm water management, connection to municipal sewer, and new landscaping. Access will be from Route 28. The proposed use for medical offices requires a special permit. The building is intended to be used by four primary care physician offices. ARGUMENT Under Section 240-125 C(2), the Zoning Board must find that the application for a special permit to allow this project to move forward falls within a category of the Zoning Ordinance which specifically authorizes the Zoning Board to grant a special permit. Further, you must find that the proposed project, based upon the evidence presented, does not derogate from the spirit and intent of the Zoning Ordinance and that it is not substantially more detrimental to the public good or neighborhood affected. The Applicant's proposed use of the property at 1030 Falmouth Road,Hyannis, Massachusetts, as an office building for use by medical offices is an allowed Conditional Use in the Highway Business Zoning District provided a special permit is first obtained. Section 240-25 C allows as a conditional use any use allowed in the B District provided a special permit is obtained. Section 240-21 B sets forth the allowed uses in the B Business District. The proposed use meets the requirements of this section under Section 240-21 B (8)which allows"Any other ordinary business use of a similar nature." The proposed use also meets the requirements of the GP Groundwater Protection Overlay District set forth in Section 240-35 F of the ordinance. The use is allowed in the underlying zoning district provided a special permit is obtained. It is not listed as one of the prohibited uses in Section 240-35 F(2). The proposed use as medical office space for primary care physicians does not generate hazardous waste. The only medical waste generated by the proposed use is"sharps"(needles). These are controlled by Cape Cod Healthcare's medical waste contractor. Since use of the office building by medical offices is allowed provided a special permit is obtained,the Zoning Board of Appeals can grant the request for a special permit provided you find that the request meets the requirements of Section 240-125 C of the Zoning Ordinance and that the use does not substantially adversely affect the public health,safety,welfare,comfort or convenience of the community. 3 The project does not derogate from the spirit and intent of the Zoning Ordinance. The HB Business District allows uses of this type. The use also meets the requirements of the GP Groundwater Protection Overlay District. An office building for use by medical offices is the type of business the Zoning Ordinance intends to operate in this area. The use would not be substantially more detrimental to the public good or neighborhood affected. It would not substantially adversely affect the public health, safety, welfare, comfort, or convenience of the community. The project will result in the removal of a dilapidated building which will be replaced by a new building meting current code requirements. The new building will be connected to municipal sewer as opposed to the existing building which has an on-site septic system leaching wastewater into the ground in the groundwater protection district. New storm water management controls will be constructed upon the property where none currently exist further enhancing the site's groundwater protection. The new building along with landscaping will significantly approve the aesthetics of the site benefitting the neighborhood. The proposed use has the added benefit of making access to healthcare easier for residents in Centerville and other villages within the Town of Barnstable. It will reduce the need for trips into Hyannis. In summary, the proposed use does not substantially adversely affect the public health, safety, welfare, comfort or convenience of the community. Instead, it provides increased groundwater protection and improve access to healthcare. The use of the office building by medical offices would not derogate from the spirit and intent of the Zoning Ordinance. The office building is allowed as of right. The use by medical offices requires the special permit. Since the proposal overall has community benefits,it is the type of use intended by the Zoning Ordinance. The use also will not be substantially more detrimental to the public good or neighborhood affected. The office building is allowed as of right. The use of medical offices improves access to healthcare. The project will replace a dilapidated structure with a beautiful new office building built to current code requirements. 4 �. � -_ � _ `� , - _ . -" - -- � w ,... 4, - .... L. a. - � V _ ..l � _ � i r ' Y. .' .., r .. - l.. .... - 4 J f - .. .. ' .. L- <� -. CONCLUSION The proposed project meets the criteria set forth in the Zoning Ordinance for the granting of a Special Permit. Based upon the foregoing, we respectfully request that you vote in favor of granting the Applicant a Special Permit to allow it to proceed with its project. Respectfully submitted, o W. Kenney LI�ttorney for Mark Mc artin,Trustee, Strawberry Hill Nominee Realty Trust 1550 Falmouth Road, Suite 12 Centerville,MA 02632 508-771-9300 5 K Legend w C)Parcels • � " --Town Boundary #17• . #4a4. #r 7581 '#37 #37 `�6 1r —Railroad Tracks # @Buildings#69 - l !`••., s r —Painted Lines #68 Parking Lots #-, -:J; �•I w. Paved #29 i r <_,unpaved I ;� Driveways . } I r 1 . :55 E Paved <: # Unpaved I A 4 Roads ®Paved Road # :t:`1 r #2$ •1' Unpaved Road El Bridge t Paved Median se' ? `. f ? #38i''i��.: Streams i:.`f ?Marsh Water Bodies #38 r1 #3$ r #30 ----- {{ �1 #36 1#954 f2 �� �� flu irl It ) •`�' F� r r It r * d f�,} h r + r #970 yI � ti1 t_ I ? f #1000 j r r Jr t r, { *7t R"l #'t060 +i jr fYjj1 rat�eies yr ` t r m 'v.; �.+r {i �. r iION ' 't •' r� f- if #979 4 r` ti pr J {rid#r #f ? A 025 r r ; f _ r r #40#10647 ! 957 I Map printed on: 6/22/2017 This map is for illustration purposes 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 O 167 333 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations- ApproxJ Scale:i inch= 167 feet cartographic errors or omissions. gis@town barnstable.ma us Town of Barnstable. Regulatory Services BARNSTABLE Richard V.Scali,Director Building Division Paul Roma Building Commissioner 200 Main Street, Hyannis,MA 026.01 www.town.barnstable.maxs May 5,2017 Strawberry Hill Nominee Trust Mr. David Nunheimer,Trustee c/o Mr. Matthew Eddy,P.E. Baxter Nye Engineering 78 North Street,Yd Floor Hyannis MA 02601 i R� RE: Site Plan Review 001-15-Revised Medical Office Proposal- Strawberry Hill Nominee Trust 1030 Falmouth Road,Hyannis Map 250,Parcel 065 Proposal: This project involves the removal of an existing building and construction of a new two- story medical office building.A smaller footprint and an approx.200 s.f.reduction in GFA is proposed from original application and 22 additional parking spaces are provided due to the identification of medical office use. Complete site improvements are proposed including new parking and entrance,improvements to storm water management,and new public utility connections including removal of an existing septic system and connection to public sewer. Dear Mr. Eddy: Please be advised that the above revised previously-approved proposal has been found to be administratively approvable subject to the following: o Approval is based upon, and must.be substantially constructed in accordance with plan entitled "Strawberry Hill Nominee Trust, Site Development Plans"consisting.of 18 sheets dated November 14,2014 with final revisions April 13,2017 reflecting revised smaller building footprint and addition of 22 parking spaces and a full second story; also, Stormwater Management Report dated December 30,2014 revised May 3,2017 both prepared for Strawberry Hill Nominee Trust by Baxter Nye Engineering& Surveying 3 sheets; and,floor plans&elevations prepared by MedCom Architectural Group,Bourne,MA dated April 14, 2017. r o A Conditional Use Special Permit is required from the Zoning Board of Appeals for medical office use in the HB District. o Permits to remove the existing septic system will be required from the Health.Department. a A photometric plan depicting zero(0)light spillage onto abutting properties will be required,at the building permit stage and approved by DPW. o 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, G Ellen A Swiniarski Site Plan Review Coordinator CC: Paul Roma,Building Commissioner Zoning Board of Appeals Hyannis FD DPW Health Department. Bk 30682 Pg123 #39762 08-07-2017 @ 01: 33p Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit No. 2017-047—Mc Cattin Section 240-25(C) (1) —Conditional Use Special Permit Demolish existing building; construct new building for Medical Office use Summaii+: Granted with Conditions Applicant: Mark McCartin,Trustee of Strawberry Hill Nominee Realty Trust Property Address: 1030 Falmouth Road, Hyannis, MA Assessor's Map/Parcel: 250/065 Zoning District: Highway Business (HB), Groundwater Protection District (GP) Hearing Date: June 28, 2017 Recording Information: Deed: Book 28577 Page 309 Plan: Book 234 Page 153 Background Mark McCarttn, Trustee of Strawberry Hill Nominee Realty Trust, applied for a Special Permit in accordance with Section 240-25.C(1) FIB Business District. The applicant sought a Conditional Use Special Permit to demolish an existing building and construct a new, two-story office building for medical office use. The subject property is located at 1030 Falmouth Road, Hyannis, MA as shown on Assessor's Map 250 as Parcel 065, It is located in the Residence D-1 (131371), Highway Business(HB)and Groundwater Protection(GP)Overlay Zoning Districts. The site fronts an Falmouth Road (Route 28)and Eade's Court. The site is currently developed and consists of a 7,975 gross square foot, one-story commercial building built in 1972. The previous use of the building was as a Knights of Columbus Hall; however, it is now vacant. Mark McCartin, as Trustee, sought a special permit to allow for the redevelopment of a 3.28-acre site with a new two-story 17,770 square foot office building with 4 tenant units and 85 on-site parking spaces. Related site improvements include parking, entrance, storm water management, utility connections, landscaping, and connection to town sewer. The site is to be accessed from Route 28 with one curb cut. The first 300-feet which fronts on Falmouth Road/Route 28 are zoned Highway Business. The rear area of the property is within the Residence D-1 Zoning Districts and the Resource Protection Overlay District. The entire site is within a designated Groundwater Protection Overlay District(GP). Procedural &Hearing Summary Special Permit Application No.2D17-047 for a Conditional Use Special Permit to establish a demolish an existing building and construct a new office for medical use was filed at the Town Clerk's office and office of the Zoning Board of Appeals on May 26, 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 June 28, 2017, at which time the Board found to grant the Conditional Use Special Permit subject to conditions. Board members deciding on this application were Brian Florence, David Hirsch, Herbert Bodensiek, Robing Young and Spencer Aaltonen. The hearing was opened on June 28, 2017 with Attorney John Kenney'representing the applicant. Also present were Matt Eddy of Baxter Nye Engineering, the Applicant Mark McCartin, and Architect Greg Saroonia. Attorney Kenney described the project including the improvements to the lot and the benefits to the neighborhood and town. He stated the curb cut had been moved by Department of Transportation without the need for a traffic study. Attorney Kenney discussed the benefits by this project including connection to town sewer, providing healthcare to the area, reducing traffic flow to Hyannis, and eliminating a deteriorated building. Attorney Kenney discussed the proposed site lighting and that it would not spill over into the residential areas. Traffic generation was discussed and Attorney Kenney stated this is not a high traffic generator. The Board Chair asked for public comment and no testimony was given. i Bk 30682 Pg124 #39762 Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No. 2017-047 McCartin Findings of Fact At the hearing on June 28, 2017, the Board unanimously made the following findings of fact in Special Permit Application No. 2017-047,a request for a Conditional Use Special Permit Conditional Use to demolish an existing building and construct a new, two-story office building for medical office use located at 1030 Falmouth Road, Hyannis,MA: 1. in Application No.2017-047, Mark McCartin,as Trustee, has sought a Special Permit pursuant to Section 240-25.C(1)—Conditional Uses in the Highway Business(HB)Zoning District. The applicant seeks to establish a medical office use. 2. The property is located at 1030 Falmouth Road, Hyannis, MA, as shown on Assessor's Map 250 as Parcel 065. 3. Section 240-25(C)(1)of the Zoning Ordinance allows any use permitted In the B District with a Conditional Use Special Permit. Medical Offices and any other business uses of a similar nature are permitted in the HB District with a special permit from this Board. 4. 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. 5. The proposed use of the property will not substantially adversely affect the public health, safety,welfare, comfort or convenience of the community. The vote to accept the findings was: AYE: Brian Florence,David Hirsch, Herbert Bodenslek, Robing Young and Spencer Aaltonen. NAY: None Decision 1. Special Permit No. 2017-047 is granted to Mark McCartin, Trustee of Strawberry Hill Nominee Realty Trust, pursuant to Section 240-25.C(1)—Conditional Uses in the Highway Business (HB)Zoning District. The applicant seeks to establish a medical office use at 1030 Falmouth Road, Hyannis, MA as shown on Assessor's Map 250 as Parcel 065. 2. The improvements shall be in substantial conformance with the site plan entitled "Layout and Dimension Plan dated November 14, 2014 last revised April 13, 2017" by Baxter Nye Engineering & Surveying and design Plans by Medcom dated April 14,2017. 3. The Applicant shall comply with all conditions of the May 5, 2017 Site Plan Approval; these conditions shall be incorporated as conditions of this Special Permit. 4. 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:Brian Florence, David Hirsch, Herbert Bodensiek, Robing Young and Spencer Aaltonen. NAY: None Ordered Special Permit No. 2017-047 to demolish an existing building and construct a new, two-story office building for medical office use located at 1030 Falmouth Road, Hyannis, MA 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 three 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. Page 2 of 3 2 i Bk 30682 Pg125 #39762 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2017-047 McCortin Brian Florence, Ch r Date Signed I,Ann Quirk, Clerk of the Town of Barnstable,Barnstable County, Massachusetts, hereby.certify days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal oM6t de.cision been filed in the office of the Town Clerk. Signed and sealed this 213V day of ��USt under the pains ari&.'Penaliies;oa`pe�uryt�y_�;,-. ��`='•f_. Ann Quirk,Town Clerk - —Page3-of 3 --- • „�, - Town of Barnstable Bk 30682 Pg126 #39762 ` • 9 MASA VARI Assessing Division p,EOMA�•`'g 367 Main Street,Hyannis MA 02601 www.town.harnstable.ma.us Office: SOS-862-4022 Jeffery A.Rudzlak,MAA FAX: 508-9624722 Director of Assessing ABUTTERS LIST CERTIFICATION June 9, 2017 RE: Adjacent Abutters List For Parcel(s) : 250-065 1030 Falmouth Rd./ Rte 28 Hyannis, MA 02601 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 6/0017.. AbutterReport Bk 30682 P912 7 #3 9 7 62 Zoning Board of Appeals (ZBA) Abutter List for 14ap & parcel(s): '250065' 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: 52 a@ Close Map& Parcel Owners Owner2 Addressl Address 2 Mailing Country Deed CityStateZip 249069 —(ONES,DAVID T& 4 BLACKBERRY LN- - HYANNIS,MA SHEILA M 02601 4188/284 FOUNDERS COURT 40 COURT ST SUITE- BOSTON MA 250001 PRESERVATION 700 02108 29945/232 ASSOC LP 25DO0200A HOUSING -- 460 WEST MAIN HYANNIS,MA 18026/201 ASSISTANCE CORP STREET 02601 25000200E HOUSING 460 WEST MAIN -- - HYANNIS,MA 18026/201 ASSISTANCE CORP STREET 02602 25000200C HOUSING - 460 WEST MAIN -HYANNIS,MA 18026/201 ASSISTANCE CORP STREET 02601 t2SOOD200D HOUSING 460 WEST MAIN W—HYANNIS,MA--� 18026/201 ASSISTANCE CORP STREET 02601 25000200E HOUSING - 460 WEST MAIN- -^ HYANNIS,MA 18026J201 ASSISTANCE CORP STREET 02601 25000QZD0F HOUSING 460 WEST MAIN HYANNIS,MA ' 18026/201 ASSISTANCE CORP STREET 02601 250002DOG HOUSING _ 460 WEST MAIN — HYANNIS,MA 18026/201 ASSISTANCE CORP STREET 02601 25000200H HOUSING 460 WEST MAIN HYANNIS,MA 180I6/201 ASSISTANCE CORP STREET 02601 2S0002001 HOUSING 460 WEST MAIN HYANNIS,MA 18026/201 ASSISTANCE CORP STREET 02601 250002003 HOUSING -- ~460 WEST MAIN — HYANNIS,MA - 18026/201 ASSISTANCE CORP STREET 02601 25000200K HOUSING 460 WEST MAIN- HYANNIS,MA 1802ti/201 ASSISTANCE CORP STREET 02601 25000200L HOUSING 460 WEST MAIN - HYANNIS,MA 18026/201 ASSISTANCE CORP STREET 02601 25000200M HOUSING ~- - ~- T 460 WEST MAIN - - - HYANNIS,MATS 18026/201 ASSISTANCE CORP STREET 02601 Z50DO20ON HOUSING- 460 WEST MAIN - - HYANNIS,MA 18026/201 ASSISTANCE CORP STREET 02601 250003 BARCELOS,ALEX 2 BLACKBERRY LN HYANNIS,MAC 02601 21599/277 250004 RELD CORPORATION C/O AFFORDABLE SO1D EAST NAYLOR - SALISBURY,MD 1399/183 BOOKKEEPING CORP MILL DRIVE 21804 250005 BOTSFORD,NORMAN— 1069 FALMOUTH RD HYANNIS,MA 1368/380 L&)UDITH 02601 25000600A FARDY,ALICE M 6 KENSINGTON DR SANDWICH,MA 21298/92 02563 250006DOB LAFTSIDIS,IOHN w' 1087 FALMOUTH Y CENTERVILLE,MA 21814/278 ROAD 02632 250021 COOPER,PAUL D 46 WEQUAQUET LANE - — CENTERVILLE,MA 8466/176 02632 250022HOO GOODWIN,MARY 2540 WEST STREET - WRENTHAM,MA 29684/16 ELLEN 02093 2500_2T00 GOODWIN,MARY WRENTHAM,MA 29684/16 ELLEN 2540 WEST STREET 02093 250023HOO - CENTERVILLE-- 1436 IYANNOUGH - - -HYANNIS,MA 26339/204 GARDENS II LLC ROAD 02601 250023TOO CENTERVILLE 1436 IYANNOUGH ~^ - ^HYANNIS,MA 26333/204 GARDENS II LLC ROAD 02601 http://maps.townofbarnstable uslarcims/appgeoapp/AbunerReport.aspx?type=ZBA 1/3 6I812017 AbutterReporl Bk 3 0 6 8 2 Pgl2 8 #3 9 7 62 - 250027X01 1080 FALMOUTH LLC ATfN:RICHARO KASSIS 496 LONG RIDGE BEDFORD,NYROAD 10506 28D04/155 htip://maps.townotbarnstabie.us/arcims/appgeoepp/AbutterReport.aspx?type=2BA 2J3 6J8/2017. AbutterRe rt p° Bk 30682 P 129 #39762 250027X02 1080 FALMOUTH LLC ATTN:RICHARD KASSIS 496 LONG RIDGE Y BEDFORD,NY 28004/155 ROAD 10506 i ram...--_�----'-----_:--'--•---=—�=.r._. -�s.�--- --- --- --- --- --------__•._.----- � 250028 SCHOFIELD,BENTLEY PO BOX 44 CENTERVILLE,MA Z160ZR15 C&DOROTHY G 02632 250029 ISLAMIC CENTER,OF 3072 FALMOUTH MARSTONS MILLS, 18440/2b2 CAPE COD INC ROAD MA 02648 ------ STRAWBERRY HILL 43 HOLLINGSWORTH - OSTERVILLE,MA 250065 MCCARTIN,MARKTR NOMINEE REALTY ROAD 02655 29498/279 TRUST i 250095 GEM BORYS,KARL N 30 EARLE'S COURT HYANNIS,MA 25368/49 i 02601 I ��-�_-`-:.=-�--_-----c--------------mow-_=:mac-.r-� _ 250104 JUTRAS,STEPHEN 41 CAPrAIN ELL1S —_ HYANNIS,MA 2 7 7 3 3/31 5 LANE 02601 GARVEY,MARY T& MTG REAL ESTATE MARSTONS MILLS, 250305 HICKS,JAMS M TRS TRUST 1645 RACE LANE MA 0264B 20238/290 250124 VOTTA,]ILL S&—` ]ILL S VOTTA LIVING 900 SMITH STREET PROVIDENCE,RI C209020 CAMILLE I TRS TRUST 02908 250125 SULLIVAN,JOSEPH W 4 BROWN STREET BEDFORD,MA C138236 01730 250126 JOHNSON,RYAN 22 QUISSET ROAD CENTERVILLE,MA C199733 02632 250127H00 FEIGELMAN,ESTELLE ESTELLE FEIGELMAN 8171 SPRINGLAKE BOCA RATON,FL C20b840 TR REVOC LIVING TRUST DRIVE 33496 250127TOD FEIGELMAN,ESTELLE ESTELLE FEIGELMAN—8171 SPRINGLAKE RBOCA RATON,FL C20b840 TR REVOC LIVING TRUST DRIVE 33496 250128 BAILEY,BRADLEY J P O BOX 325 CENTERVILLE,MA~ C114755 02632 250129 MERCER,CON RAD H 46 QUISSET ROAD CENTERVILLE,MA C207443 02632 250130 SORBO,EUGENE J& 62 QUISSET ROAD CENTERVILLE,MA C207653 NANCY a 02632 250131 ANTOSCA,THOMAS F 29 140BADEER RD CENTERVILLE,MA C234781 02632 25DI32 GUINEE,WARREN C& 9 NOBADEER ROAD CENTERVILLE,MA C147080 JANET T 02632 250133 BRUTON,ALLISON V 6 NOBADEER ROAD —YCENTERVILLE,MA C199200 02632 250134 CORREIA,VICTOR M & 18 NOBADEER RD CENTERVILLE,PIA C96139 DONNA] 02632 TZANOUDAKIS CENTERVILLE MA 250135 CHRISANTHIE 28 NOBADEER RD 02632 C97117 250149 �YARBRO,HELENA F& YARBRO LIVING TRUST 80772 SPANISH BAY — —LA QUINTA,CA— C187666 STAN TRS 92253 2501SOH00 DESROCHER,ARTHUR 37 QUISSET RD CENTERVILLE,MA C159378 L&MARY J 02632 250150T00 DESROCHER,ARTHUR 37 QUISSET RD CENTERVILLE,MA C169378 L&MARY J 02632 250151T00 GOLEN,JASON 3&-- —51 PROSPECT STREET WEST BOYLSTON, #D2195593 SHARON MA 01583 250152 SHERBERTES,MARK A 9 QUISSET ROAD CENTERVILLE,MA C168068 02632 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 Gsl 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 61812017 hUp:l/maps.townofbarnstable.us/arcims/appgeoapplAbutterReport.aspx?type=ZBA 3/3 Town of Barnstable Geographic Information System June 8,2017 254016 250017 .., :J .- 250148 #59 0 ,� #566 250152::': 25U151T00.;.'...:.': '25014g.:.: #61 250138 '� r~ Y 250113 25D013y ;;gg':;:'•.::::. :T :1 := �: :?;i; ': 25013T 250101 ►q #8850112 250111' - #81 G 1t .:#51 a # #44 *79 v #15 926 1.:25Df 56T00;'_>i#37z': �t 111 NCYS :250t25'%jam% ' fe #62 250102 230209 25401800� #iD.: ;�, r':.'.C;r; /,:F .':,> #38 aslr #15 'f `�F?;j> .`.:;. »;• +v ,s: .::!.. 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'%" ri/� 'i i l i #933 W. 230136 r rr%� i. % ✓ r r r r. ✓ r #713D rvZ500�7J�OZ//f i /' ; / �� / .'/�✓!.l`/,jr/ / //. � .:r /r. rr to . 250045 �jj,T✓1^Z�// r /_. . it ! ' ,,/ . � / � fA1-MOUE / / r /l 'r/ ti /, f /r // r/ t�I � �W+ • /y Y r/i �v.e / .✓ /35/fi�yT025f 'fYery;/ �;. '�• /:250001-:':::.•;' • ® Ii #1087 #1081 .FSpOQSr/, /ii Q67 fr: W ' ! ` O 250009 :'.'[:;::•:{.. : i:: : 1F1D6J`. ,/ (i'//fr/:rr;!/ r ';.J ;f% #1107 250006CND J / 250 003. 250044 N 255000g4p9 :::#2�- :r. :..:::•.::,:. ..... 9073 7 7 F e 249D53001 248463 250DD8 :. 249�69249074 `- 249072 #92 #895 ro 249064 #56 249071 249074.';.:, #0 #721 #728 #718 ;: #4 #64 #76,1 10 Pico I--t DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:250 Parcel:065 Zoning Board of Appeals(ZBA) N W boundary determirretbn or regulatory Interpretation. Enlargements beyond a scale of Selected Parcel h O =100'may not meet t• established map accuracy standards. The parcel lines on this map Abutter List Type-Parties of interest are those directly opposite subject lot on are only graphic representalions of Assessors tax parcels- They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters W boundaries :n�fboundaries and do no t represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot r;/,- W such as building locations Buffer J 01 ' N Bk 30682 Pg131 #39762 Town at Barnstable Town of Barnatable Zoning Board of Appeals Zoning Sward of Appeals Notice of Publle Hearings under the Zoning Ordlemee Notice d Public Hearings under ma Zoning Ordinance Juna 28,2017 f June 28,2017 To all persons Interested In or affected by the actions of the Zoning. '-:.To all persons interested In or affected by tfie actions of the Zoning Board of Appeals,you are hereby notified,pursuant to Sodlon it;of l Board of Appeals,you are hereby nablied,pursuant to Section ti,-of Chapter 40A of the General laws of the Commonwealth of,Massa•.i Chapter 40A of the General Laws of the Commonwealth of Massa- chusetls,and all amendments thereto.that a public hearing on the chusells,and all amendments.therelo,that a public hearing on Lhe fallowing appeals will be held on Wednesday,June 21,2017 at dine following appeals will be held on Wednesday,June 23.2017 attire time indicated: time Indicated: Accessory Affordable Apartment Program..0:30 PM Accessory Aliordabls Apartment Program-6:30 PM A public hearing before the Hearing Officer will be held on the fol, A public hearing before the Hearing Officer will be field an the fol- lowing Comprehensive Permit appBCaffogs,made pursuant to Chap- laving Comprehensive.PermH applications,made pursuant 10 Chap, Ior 408 of the General Laves of Ihe•Commomveallh o1 Massachusetts let 4D8 of the general Laws of the Commonwealth of Massachusetts and Chapter 8,Section 15 of the Code of the Town of Barnstable,the and Chapter B,Section 15 of the code of the Town'of Barnstable,the 'Accessory Affordable Apartment Program': •Accesscry Affordable Apartment Program': 6:30 PM ..Appeal Na.2017-DSO REehe t 8:30 PM Appeal No.2017-a50 Fit Cho ' Robert 8 Diane Riche have applied fora Comprehensive Permit to i Robert 6 Diane Riche have applied for a Comprehensive Permit to convert a legal farm apartment to a o wbedroom accessory afford" t convert a kgahfamiy apartment to a acne-bedroom accessary afford, able apartment with n the existing dwelling. The subject property Is able apartment Iris exishn0 dwelling. The subject property is addressed¢5 Ttiankful.Lane.Catu{l, MA as chown.on,Assessoes t addressed 55 Thankful Lane, Coluit;MA as shown on Asseszaas Map 039 as Parcal031. It Is zoned Residence F. I Map 031)as Parcei031.It Is zoned Resldencd F. Zoning Board of Appeals-7:00 PM n > Zoning Board o1 Appeals•7.00 PM 7:00 PM Appeal No.2017-M_ 6assidir 1. 7:00 PM Appeal Na.2017.042 Cassidy := Seth P.Cassidy has applied for a Special Perml(In accordance i "Sotb P,Cassidy has applied for a Special Permit in accordance with Section 240-47.1.11)Family Apartments. The applicant Is pro- F with Section 24D-47AA(1)Family Apartments. The applicant l pro- posing to ns•establlh a iamiy apartment consisting of approximately posing to re-establish a family apartment consisting of approximately 1,100 square.feet In so existlrg detached accessory structure In fie- = 1,100 square feet In an eAsting detached accessory structure. In$a- - cordancs with Section 240.47.1 Ail),the Zoning Board of Appeal I cordance with Section 240.47A'All).the Zoning Board of Appeals . may allow a family apartment up to 1,200 square lest by a special t may allow a family apartment up t0�1,200 square last by a speclal permit finding. The properly Is located at 118 Hopewell Lane,CotuI4 I -permit Ilnding, The property Is located at 115 Hopewell Lane.Call MA as shown on Assessor's Map 040 as parcel 065,1,II Is In a Rest- s MA as shown on Assessors Map 040 as parcel 065. 1t Is In a Real dance F Zoning Dlstdet. deuce F Zoning District.. . 7:01 PM Appeal No.2012-00. Cassidy y 7:01 PM Appeal No,2012.043 Cassidy..+ Seth P.Cassidy has pelftloned for a Varlance from Section 240- a Seth P,Cassidy has petftloned for a Variance from Section No- 47.1 A(3)Famiy Apartments. Tha pet'torrer is pproposing to eslab- i 47.1 A(3)Faintly Ayarfinent& 1`116 petitioner IS VQpm rig b es lab fish a family apartment consisting of eppromlmatefy 1v100 square feet ilsw3 famlyIy apartment ionektlnp of approximatey 1,100 square lest In art exlsbng detached accessary sirucNft. Relief Is requested to. In an eaisting detached,accessary structure. Relle1 Is requested to Sectlan 24g 47.1 A(3l,which requires Is if a artmants to be locat- ). Section 240 47.1 A(3),which requires family apartments to be local - ed within or canrieded to a single-lamily,dwelling. The pmpard Is ad within or tonnactad to a single-lamely dwelling. The property,il located at 116 Hopewell Lane,.Cotuit,MA as shown on Assessor's 1, located at 118 Hopewell Lane,Cotuil,MA as shown on Assessors Map 040 as parcel M. It Is In a Residence F Zonlno Dlslrld.-. Mep D40 4s parcel 065..(t_Is in a Residence F Zoning District, .7:02PM 'Appeal No.2017.04/: MsCaAln 7.02 PM. Appeal Na,.2017�044 MCCAftin Mark McOartln,Trustee of Strawberry MO Nominee Realty Trust,, y Mark'Mccartln,Trustee of S,;awberiy HIIVIlklnee Realty Trust, has applied for a Special Permit In accordance wilh Sedion-.240-. n has applied for a Spatial Permit in accordance wlh'Section 2grl- 25.C((1)HB Business Dislrid. The applicant Is•seeking a Conditional 25.Cili HB Business Disirlat. The applicant Is seeking a Conditional Use Spedal Permit to demolish an existing building and construct a Use Special Permit to demolish an existing building and constxW a- new.two-story office building for medical office yse. The subject 1 now,two-story_office building nor medical office use. The subject property Is,located at 1030 Falmouth Road,Hyannis,.MA as,shown r property is located a[1030 Falmouth.Road,.Hyannis,MA ap shown on Assessor's Map 250 as Parcel 065. It Is located In the Residence, I on Assesso('s Mep 250 as Parcel 065. It is located In the.pe.skence D-1 (RD-1), Highway Business(HB) and Groundwater P10tecNon. D-1 (RD-1), Highway' Burliness (HB) and Groundwater Protection ,(GP)Overlay Zoning Disukl5.. Ii! (GP)Overlay Zoning Districts. "- .7:03 PM ;.Appeal No.2017-049. .• .•..~: •. AcKegna � ..1 `7:03 FM Appeal Me.2917,049 McKenna Donnie R.McKenna has applied for a$pedal Permit In accordance I Bonnie R.McKenna has applied for a Special Permit In accordance With Section.240-91.H(3)-Noncohiormigg Lot"Developed Lot Pro with Section 240.91.H(3)-Nonconforming Lot•Developed Lot Pro, tecilon.-Ths applicant is proposing to demolish an existing 1.175 tedion...The applicant is proposing-to demolish an existing ia78 squire toot dwelling with detached garage and build a new,two- square fool dwelling with detached garage end,build a new.two- story,4-bedtoom, 1,860 square loot dwelling and acttssory shed. story,4-bed,=',1,8C0 square loot dwelling and accassury shed:. The property is located at 2.5 George Street Barnstable, MA es The property Is hated at 2S George Street, Barnstable, MA as . shown on Assessor's Map 319 as Parcol'064. It Is located In the shown ore Assessors Map 319 as Parcel 064, It is located In the Residence B Zoning District — Residence 8 Zoning DISIrIct. These public hearings will be held at the Barnstable Town Hall,3a7 These public hoarungs will be held at the Barnstable Town Half,367 ) Main Street, Hyannis,MA,Heating Room located on the 2nd Floor, Main.SuaeL Hyannis,MA,Hearing Room located an the end Hoor, ) Wednesday,June 28,2017.,Plans and applications may be reviewed Wednesday.June 28,2017;Plans and applications'may be reviewed at the Zoning Board of Appeal Office, Planning and Development at the Zoning Board of Appeals office,Planning and Development ) Department,Town Offices,200 Maln Slreet,.Hy"ds,MA. tleparbnent,Town Offices,200 Main Street,Hyannis,MA ) Brian Florenca,.Cha{r Brian Florence,Chair Zoning Bak of Appeals Zoning Board of Appeal The Bamslabig Patriot Th&Bamstable Patriot June 9 and June 16,2017 June 9 and June 16.2017 .: CapeCOd ONLINE ,. CAPE CODTimES"IV i JOHN F. MEADE, REGISTER. BARNSTABLE COUNTY REGISTRY OF DEEDS ' RECEIVED 6 RECORDED ELECTRONICALLY Mass. Corporations, external master page Page 1 of 2 ft « :r Corporations Division Business Entity Summary .............._ ID Number: 000914112 1 Request certificate I New search Summary for: MEDCOM ARCHITECTURAL GROUP, LLC The exact name of the Domestic Limited Liability Company (LLC): MEDCOM ARCHITECTURAL GROUP, LLC Entity type: Domestic Limited Liability Company (LLC) Identification Number: 000914112 Date of Organization in Massachusetts: 01-11-2006 Last date certain: 12-31-2017 The location_or address where the records are maintained (A PO box is not a valid location or address): Address: 118 WATERHOUSE ROAD City or town, State, Zip code, BOURNE, MA 02532 USA Country: The name and address of the Resident Agent: Name: GREGORY B. SIROONIAN Address: 118 WATERHOUSE ROAD City or town, State, Zip code, BOURNE, MA 02532 USA Country: The name and business address of each Manager: __..__._._.._....__.._.__......___..........____..__... _....._...._............._.Y.............._......_..___...__.___._�__.......... _....__.___._.__._r_...____.,______._...__......____ Title Individual name ; Address MANAGER GREGORY BARKEV 118 WATERHOUSE ROAD BOURNE, MA 02532 SIROONIAN MR USA MANAGER GREGORY BARKEV 118 WATERHOUSE ROAD BOURNE, MA 02532 SIROONIAN MR USA In addition to the manager(s), the name and business address of the person(s) authorized to execute documents to be filed with the Corporations Division: Title Individual name Address http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=000914112... 10/16/2017 Mass. Corporations, external master page Page 2 of 2 The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: Title Individual name i Address REAL PROPERTY GREGORY BARKEV 118 WATERHOUSE ROAD BOURNE, MA 02532 SIROONIAN MR USA ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Annual Report Annual Report - Professional Articles of Entity Conversion Certificate of Amendment View filings Comments or notes associated with this business entity: I New search http://corp.sec.state.ma.us/Corp Web/CorpSearch/CorpSummary.aspx?FEIN=000914112... 10/16/2017 � I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/organization/Individual): Medcom Architectural Group, LLC Address: 118 Waterhouse Road City/State/Zip: Bourne, MA 02532 Phone #: 508 759 9828 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 2. 1 am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have 8. ✓ Demolition workingfor me in an capacity. employees and have workers' Y msurance.� 9. Building addition [No workers comp.comp. insurance required.] 5. We are a corporation and its 10. Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12. Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13. Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: The Hartford Q Policy#or Self-ins.Lic.#: 08 W'ECK M o Z► 3 Expiration Date: Job Site Address: 1030 Falmouth Road City/State/Zip: Boume, MA 02532 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 t1V DIA for insura ce coverage verification. I do hereby certi nder the pain nd penalties of pe ury that the information provided above is true and correct. Si ature: 6Date: 10-12-2017 Phone#: 508 759 9828 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#: RESCARC-01 MILLS ACORO" CERTIFICATE OF LIABILITY INSURANCE D 101 21201 YY) `-� 0/112017 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 endomement(s). PRODUCER License#1780862 C TACT HUB International New England puHcNN,Em;(781)792-3200 FAIL No:(781)792.3400 600 Longwater Drive Norwell,AAA 02061-9146 MnIL INSURERS AFFORDING COVERAGE NAIC s INSURER A:Hanover Insurance Company 22292 INSURED INSURERB:Twin City Fire Insurance Company 29459 Rescom Architectural,Inc INSURER C:Underwriters at Lloyd's London 15792 MEDCOM Architectural Group,LLC P 0 Box 167 INSURER D Monument Beach,MA 02553 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 A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR OHN8952320 01/27/2017 01/2W201$ DAMAGE TORPREMISES(EaEoNTED $ 300,000 MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 X POLICY❑JEC� LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ A AUTOMOBILE LIABILITY COMBI tlED SINGLE LIMIT $ ANY AUTO OHN8952320 01/27/2017 01/27/2018 BODILY INJURY Per erson $ OWNED SCHEDULED 1,000,000 AUTOS ONLY AUTOS BODILYBODILY INJURY Per accident $ X AUTOS ONLY X AUOTOS ONL� P_.rr PROPERTY tDAMAGE $ A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 EXCESS UAB CLAIMS-MADE OHN8952320 01/27/2017 01127/2018 AGGREGATE $ 1,000,000 DED I I RETENTION$ $ B WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY 08WECKMO213 09/11/2017 09/11/2018 TA UTE ER 600,000 ApFFICEWMEMWR)EXCLUDE?ECUTIVE Y� N/A E.L.EACH ACCIDENT $ (Mandatory in H) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ C Errors&Omissions SUABZ21641703 08/09/2017 08/09/2018 6,000 Deductible 2,000,000 C Cyber Liability SUA11282CYB1706 08/09/2017 08/09/2018 2,500 Deductible 100,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) i r CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AQUTTH-ORIZED REPRESENTATIVE !PA� ACORD 25(2016/03) 1 ©1988-2016 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Please visit our web site at http://www.mass..gov/dpi/boards/AR GREGORY B SIROONIAN PO BOX 157 MONUMENT BEACH,MA 02553-0157 (AR) Fold,Then Detach Gong All Perforations : :; .�OMMONWEaLTH�OF MAS�CHl�SE7T� ..� <: o o - o • { ;1KR CTS �. r-ISSUF—S.THE FOLLOWING LiCETJ _E #* GISTERED ARCUrr srf , GREGORY B SIROON,Ix MONUMEAi 'BEACH,MA 02553I157 ��,. z `£ s 9748>.'a:>> >: t 0.8131120. 8 324697 . .. . _ 1 Town of Barnstable Regulatory Services ' t3A6,Y8TABLE. MASS. Richard V.Scali,Director EOMt ' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section ° If Using A Builder I,_ u✓ � q r �.n as Owner of the subject 1 property hereby authorize 2 I to act on my behalf, i in all matters relative to work authorized by this building permit application for: io30 Ra. a „4 z oI (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 an all final inspections are performed and accepted. Signature of Owner Signature of Applicant ai J��Ca r�k 6 ioq Print Name Print Name 24 f- Date To ` Wo arnstable Building • > Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept s��s • °0j¢. Posted Until Final Inspection:Has,Been Made. Permit Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. ii �1Ji11111 Permit No. B-17-3564 Applicant Name: Gregory B Siroonian Approvals Date Issued: 11/08/2017 Current Use: Structure Permit Type: Building-New Construction-Commercial Ex P iration Date: 05/08/2018 Foundation: Location: 1030 FALMOUTH ROAD/RTE 28, HYANNIS Map/lot: 250-065 Zoning District: SPLIT Sheathing: Owner on Record: MCCARTIN,MARK TR Contractor Name: GERALD M LEONE Framing: 1 , Contractor License: CS-043429 Viit!'r?u+o Address: 43 HOLLINGSWORTH ROAD c•.�. f a..� 2= /rslr OSTERViLLE,MA 02655 Est.Project Cost: $5,086,749.00 Chimney: J Description: construct a new 2 story wood framed office building Permit Fee: $46,549.42 .. , Insulation: �god� .C ,o Fee Paid: $46,549.42 -� Project Review Req: Final: Date: 11/8/2017 Plumbing/Gas Rough Plumbing: ' 6 � Building Official Final Plumbing:(,,/ Rough Gas: 01 i i commenced within six months after issuance Al�l / less the work authorized this permit s c This permit shall be deemed abandoned a nd invalid unless by P All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Final Gas: 0[U 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 work until the completion of the same. Electrical The Certificate of occupancy will not be issued until all applicable signatures the Building and Fire Officials are provided on this permit. Seiv)ce pa cy pP g by g P t ,t!. Minimum of five Call Inspections Required for All Construction Work: Rough': i�e© .FLD- U�li� 1.Foundation or Footing ok6-Y-I fr l8 HI= 2.Sheathing Inspection Final:o/_ 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. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire DepartmWi Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT T"f'° Town of Barnstable A&AMN „8LE.. _ Building Department-200 Main Street WAILk �0ma Hyannis,MA 02601 'O�Fo.µ Tel.,.(508) 862-4038 Certificate Of Occupancy Permit Number: B-17-3564 CO Issue Date: 8/123/20.18 Parcel ID: 250-065 Zoning Classification: SPLIT Location: 1030 FALMOUTH ROAD/RTE 28, HYANNIS Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: GERALD M LEONE Permit Type: Commercial- Business Type of Construction: Design Occupant Load: 0 Comments: 22 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition rn i Town of Barnstable Building s Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and:this Ca Must be Kept KAM 'Posted Until Final Inspection Has,Been Made. Perm' it Where a Certificate'of t7ccupanry.is Required,such Building shall Not be'dccupied until a Flhal Inspection has'been made. Permit NO. B-17-3564 Applicant Name: Gregory B Siroonian ApprovaIs Date Issued: 11/08/2017 Current Use: Structure Permit Type: Building-New Construction-Commercial Expiration Date: 05/08/2018 Foundation: Location: 1030 FALMOUTH ROAD/RTE 28,HYANNIS Map/Lot: 250-065 Zoning District: SPLIT Sheathing: Owner on Record: MCCARTIN,MARK TR Contractor Name: . GERALD M LEONE Framing: 1 3'V444— a x+: il.2 `:y* Address: 43 MOLLINGSWORTH ROAD ; Contractor License: CS-043429 �lrg�� � 7s 2 ``' `st' G•rr� i e�dM'0 0&4 4/11�� OSTERVILLE,MA 02655 Est.Project Cost: $S,086,749.00 Chimney: Description: construct a new 2 story wood framed office building Permit Fee: $46,549.42 . - Insulation: � 49!2A � Fee Paid: $46.549.42 Project Review Req: Date:.x 11/8/2017 Final: j/° l� Plumbing/Gas L/C Rough Plumbing. F' ``" '' Building Official Final Plumbing: / Rough Gas:C> O ( i after issuance. Il unless the work authorized this permit is commenced within six months fte This permit shall be deemed abandoned and invalid by P , All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Final Gas: S 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 work until the completion of the same. 'F Electrical ry 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: Rough�L ` 1.Foundation or Footing a^woR otc6-Y-if-0 tl/% 2.Sheathing Inspection Final:�k 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: S.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 Depart Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT f The Town of Barnstable Department of Public Works • 382 Falmouth Road,Hyannis,MA 02601 . BAR STABLE KAS& www.town.barnstable.ma.us164 i��• Daniel W.Santos,P.E. Office: 508.790.6400 Director Fax: 508.790.6343 August 9 , 2018 Subject : 1030 Falmouth Road ; Hyannis village Map & Parcel 250 - 065 Tie - in to Municipal Sewer Dear Sirs; This is to notify you that a commercial building, located at 1030 Falmouth Road, ( Map & Parcel 250 - 65 ) , in the village of Hyannis, was tied - in to municipal sewer on June 15th , 2018. The tie - in to municipal sewer was inspected & accepted by the Construction Projects Inspector from the Town of Barnstable DPW - Admin & Tech Support. If you have any questions, or need additional information, please contact Dave Anderson at 508 - 790 - 6400 . Sincerely; David I derson Town of Barnstable DPW NOISI Q Admin & Tech Support 51 :E Wdd 01 5fiV 8181 318VISM9 d0 NM01 BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors. .: I 78 North Street,3'u Floor,Hya►mis,VIA 02601 Tel: (508)771-7502 Fax:--(St)8)771-76"n —I — c� 0 August 10,2018 o ca ivir. Brian Florence =r- can --tl Building Commissione►• w Barnstable Building Dept. _ rn 200 Main Street, t n Hyarmis,MA 02601 CIVIL SITE PLAN SITE CERTIFICATION PROJECT: . SPR tt001-15-Cape Cod Hospital Medical Office LOCATION: 1030 Falmouth Rd.,Hyannis,NIA RE: Civil Engineer—Site Plan Compliance Certification 1, Matthew Eddy, being a registered Professional Civil Engineer with the firm of BAXTER NYE ENGINEERING R. SURVEYING, Registered Professional Engineers and Land Surveyors, hereby certify that I have supervised the preparation.of the Civil Engineering Site Plans and specifications for the above named project and that, to the best of my knowledge, information and belief,such Civil Engineering Site plans and specifications meet the applicable provisions of the Massachusetts Building Code,Eighth Edition,as relevant to the site design,and generally accepted standards of Civil Engineering practice in effect at the time of performance. 1 further certify that 1,or persons under my supervision,have: 1. Performed inspections at appropriate intervals during construction to become generally familiar with the progress and quality of the contractor's work related to the site design and to determine that the work proceeded in general accordance with the Civil Engineering Site Plan construction documents. As of the date of this Certification,to the best of my knowledge, information and belief,the work has been substantially perfornned and completed, with the exceptions noted below, in general accordance with the Site Plan,revision dated 4/13/2017,as Approved by Barnstable Site Plan Review. This certification is for the purpose of checking for conformance with the design concept and general compliance with tine information given in the Approved Civil Engineering Site Plans. It is not to be considered a field control as-built of all vertical and horizontal information shown on the Approved Site Plans nor is it to imply daily inspections of site plan related work. The following exceptions to the Approved Site Plan are noted: 1. Gutters and downspouts still need to be installed on all roof areas and connected to underground roof drain pipes d recti►g runoff&ectly to the designed stornnwater management areas. IN OFAt,I���� a MATTHEW G� w.' U E66y Name Nlattltew Eddy P.E. CIVIL Noj 43183 Registration No.:_A3183 TSB Seal s!dFIAL 9 Signature Cc: Mr.Greg Siroonian,iviedconn Architectural Group Mr. Nfichael Bachstein,CCHC 0:\2013k2013.0601r\D&iMLETTERS\2017.010 Ld Site Certification letter- 1030 Falmouth Road Hyannis.doee Page 1 Land Surveys ® Subdivisions o Septic Design a Wetland Filings 9 Site Design Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional h for work per the 8 h edition of the Massachusetts State Building Code, 780 CMR, Section.107` Project Title: Cape Cod Healthcare Medical Office Building Date8-8-2018 —+ o Property Address: 1030 Falmouth Road Hyannis,MA 02061 Project: Check(x)one or both as applicable: X New construction Existing Construction 73 Project description:New Exam Rooms, Office Area and Future Office. w a� .. w _ r-r rn I, Robert C. Bravo,P.E MA Registration Number: 46657 Expiration date: 6-30-2020 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural Structural Mechanical Fire Protection X Electrical Other: Describe for the above named project. I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of MR 107. 1N Of M,gSs C Enter in the space to the right a"wet"or ROBERT C. yes electronic signature and seal: B 0 E 466, 0 Phone number: 508-295-0050 Email: rbravo@griffithandvary.com �► Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 I f Final Construction Control Document N To be submitted at completion of construction by a W Registered Design Professional for work per the 8t' edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cape Cod Healthcare Medical Office Building j p g Date8-8-2018 ZEE i t> Property Address: 1030 Falmouth Road Hyannis,MA 02061 af I — n o c� Project: Check(x)one or both as applicable: X New construction Existing Construction cn w 5. Project description: New Exam Rooms, Office Area and Future Office. _ w �n M I,David Hipolito Jr.MA Registration Number: 50523 Expiration date: 6-30-2020 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Architectural Structural X Mechanical Fire Protection Electrical Other: Describe for the above named project. I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 78,0 CMR 107. Enter in the space to the right a"wet"or electronic signature and seal: - AA Phone number: 508-295-0050 Email: dipolito@griffithandvary.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 I Final Construction Control Document A To be submitted at completion of construction by a Registered Design Professional e� for work per the 8 h edition of the _ SJw Massachusetts State Building Code, 780 CMR, Section 10-7 } ,05 a -r9 Project Title: Cape Cod Healthcare Medical Office Building Date8-8-2018 can Property Address: 1030 Falmouth Road Hyannis,MA 02061 Project: Check(x)one or both as applicable: X New construction Existing Construction a. M Project description: New Exam Rooms, Office Area and Future Office. I, David Hipolito Jr.MA Registration Number: 50523 Expiration date: 6-30-2020 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Architectural Structural Mechanical X Fire Protection Electrical Other: Describe for the above named project. I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 yCMR 107. - '�Z•; JA�a��� Enter in the space to the right a"wet"or electronic signature and seal: ° �''� e No.5G �3 Phone number: 508-295-0050 Email: dipolito@griffithandvary.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06_11_2013 f t f Final Construction Control Document F = To be submitted at completion of construction by a Registered Design Professional yea for work per the 8U'edition of the gJ0 Massachusetts State Building Code, 780 CMR, Section 1.07 Project Title`: Cape Cod Healthcare—Medical Building Date:July 27,2018 ��- ,.,Y Property Address: 1030 Falmouth Road,Hyannis,MA CD Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: Structural design and detailing of new two story wood-framed office building. A w I , Stacy R.Flood, MA Registration.Number:42868. Expiration date:June 30,2020,. am'a registered design r" professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Architectural X Structural Mechanical Fire Protection Electrical Other: Describe for the above named project. I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis.To the best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept, shop drawings,samples and.other submittals by the contractor in accordance with the requirements'of the construction documents. 2. 'Have performed the duties for registered design professionals-in 780 CMR Chapter 17;as applicable. 3. Have been present,at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine.if the work was performed in a manner consistent with the construction documents and this code. Nothing'in this document relieves the contractor of its responsibility regardingthe provi of 780 CMR 107. 10 CIF �F,�s9 .. Enter in the space to the right a"wet"or �o� STAACY electronic signature and seal: o o Phone number (978) 562-6499 Email: srflood@verizon.net Building Official Use Only Building Official Name: Permit No.: Dater Version 06 11 2013 f Final Construction Control Document w To be submitted at completion of construction by a Registered Design Professional for work per the 8th edition of the JO Massachusetts State Building Code, 780 CMR, Section,1Q7 —� COO Project Title: Cape Cod Healthcare Medical Office Building Date8-8-2018 o _ -n Property Address: 1030 Falmouth Road Hyannis,MA 02061 o 1 Project: Check(x)one or both as applicable: X New construction Existing Construction w � Project description:New Exam Rooms, Office Area and Future Office. � M I Gregory B Siroonian MA Registration Number: 9748 Expiration date: 8-31-2018, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: X Architectural Structural Mechanical Fire Protection Electrical Other:Describe for the above named project. I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: l. Have reviewed,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. �SpLtiD ARC Enter in the space to the right a"wet"or a•aI/fp electronic signature and seal: � 1 o.9748 Some- eea► Phone number: 508 759 9828 Email: gbs@MEDCOMarch.com / Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 I The Commonwealth of Massachusetts Division of Professional Licensure d Office of Public Safety & Inspections (OPSI) 1000 Washington Street, Suite 710 Boston MA 02118 Certificate For Use of Elevator Chapter 143 General Laws,as amended Location: 1030 FALMOUTH ROAD, Capacity (Ibs): 3500 BARNSTABLE, 02601 Speed (fpm): 100 Issued On: August 9, 2.018 State ID#: 21-P-18513 Expires: August 31, 2019 Inspection #: INS-195938 Chapter 143 of the General Law, Section 65 states the elevator inspection certificate shall be posted in a p conspicuous lace in or near the cab or car of such elevator. .C"-'L �. p Charter Borstel Commissioner IN CASE OF ACCIDENT NOTIFY (508) 820-1444 AT ONCE. TOWN OF BARNSTABLE 7018 AUC 10 PM 3:' 16 DIVISION � Vl'JL�JC�6:JL�IJUA I�:J Structural Engineering STRUCTURAL FIELD REPORT Project: Cape Cod Healthcare Date: May 18, 2018 Medical Building 1030 Falmouth Road Hyannis, MA Project No.: FC# 1733 Weather: Sunny, 59 Deg. Report No.: 1733-04 Project Status: 1. Wood and steel framing installation has been completed. All roof and exterior wall sheathing has been installed. It appears that roof hurricane ties have been installed at the roof truss and rafter locations. 2. The interior bearing walls have been installed but interior sheathing installation has not been completed at this time. 3. The structural steel framing for the entry roof has been installed and the moment connection welds have been completed. The,,work completed appeared to have been done in conformance with the construction documents. Testing,reports provided to date by Briggs Engineering&Testing have been reviewed by our office with all results f nd to be satisfactory. Signed by: `" � Stacy lood PE MAGY - � FLOOD =�• cs i#r 4? xt MUCTURAL 56 Laurel Drive Hudson, MA 01749 TEL: (978) 562-6499 FAX: (978) 562-6246 } .PIN s�� �p+Pn ��.•... ..,, ! a?y �,� ���� ; ��. �. '�!`'k - .�` � ,� ^air', .. .. Y lis " b �St 2� Y 9 y STU not ASS "Mon"— TWO 1w Ali VIA 1 014, ji ANT "�, � � '. �::��w 4OF fk,m• ..vs � �k a m pow 77.1 trill �- d M yF 9 e. p�is�� d wd ... .�� ., �_ . ..,t. � � �•�� wa ' folios "xAk ''p, r �. fx• in r � Eara. z .fi rd.X1 Amin, F'ia,au �r ,�{�x , 041; UPS 77 k: 1 n.xw � � a,� d:�>'r, "mow._ .m ^3 '•� w+ �'::. €� +�.�,Y ^ r n r , To #F,y' �- �..,+� �:�� �4�{.�s, �:Y� ,�,s,�� ,,�t< �� ,��k� ��?.:,;�.,y� y t `� �� .w�xy �P ?�,;�. � 'P' µg,N� N � • � I TI �„ 4-_h �."F;�„r'•- .".-cyY '�, �n :.t'°�H„• , 't. '. : t,;is ,s, .. .,.:i..y a '.-�w�• -..tom .c ¢�� e,' . rksd.:..,,;a.5`.;T:.::,,-'t M...,r. a ram.: ,.f�^,. d.=�.r• �^Y`t"�v'�:.. �*�..,, �narn. '... »,- r .A, OTC- c § oil T o a! s2& t.:. , �- ��� �,r. 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""r y� - ti. x"M^ �^:- h � ,:.� ✓b d -'�° '.. �., ,� m.: 3'.r ` sx. t = '`,S' "-.:✓` '"+ a6i, ° ^ 7� r'5'_'� ." 14 . ..sy» w :: kr,{: '•:Y;';k d %e :'u"-.., .'r y.? ,.se' w kJ;':aF .f,., .:k-.zK,r w } „- "a. 'w" m9�a!;, r �... � '� 4 ♦ ,y Y,x.I, c � -:ova+'. . ,kr r ..rF, %' ...,•�€• � ^t'::, a � ::rW,. �4 :.IS fi,c 9 'd`Y..r � �' ��� � :qr. + w9«'n � �:•. �' �'*,� � �, ,� 'r'✓ � � ?*. � .�� tA.. a�ty''�'_�'�r �.�'�°t,Ste.«. �.� a � �; �y.. ��9. ., � �+ "° b 10�0 Structural Engineering STRUCTURAL FIELD REPORT Project: Cape Cod Healthcare Date: ,�Match O;,201 Medical Building 1030 Falmouth Road Hyannis, MA Project No.: FC# 1733 Weather: Sunny, 40 Deg. Report No.: 1733-02 Proiect Status: 1. Foundation installation has been completed. "The backfilling of the foundation walls has been completed with final grading to be completed. 2. The interior concrete slab on grade installation has been completed. It appears that the concrete saw-cut control joints have been properly installed. 3. Masonry wall installation for the stair and elevator shafts has been completed. 4. Structural steel framing installation has been completed with wood framing installation in progress. The first floor level perimeter walls have been installed at this lime.Exterior sheathing has been installed up to the second floor level. The installation of the second floor framing was in progress. The work completed appeared to have been done in conformance with the construction documents. Testing reports provided to date by Briggs Engineering& Testing have been reviewed by our office with all results fo to be satisfactory. ✓°°-"ate 4 J Signed by: Stacy loud,PEA 56 Laurel Drive Hudson, MA 01749 TEL: (978) 562-6499 FAX: (978) 562-6246 -\� i /^, �f 1 � ���......///�....// '. G ,. �_ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION I � Map Parcel �� a Application # Health Division ;;., Date Issued Conservation Division : ', Application Fee �-- Planning Dept. g . (*�, Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/1H, annis F ject S#reet,4ddrem 1010 Fa IM o„f M Q I t�`�/'1��3gE ° �y A Yl/1�S .� �✓1�rra/�l,vrrg f c Owner, 114t2 �Crf� 7i� Address y t Te- _. - D — Permit Request i 122, t oq� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count j Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: 0 Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ., l �� L601 TSL—P ne" N`umber a %• ,�2 Address /#Jcfk 71,,e- Ga ,-,,20 Home Improvement Contractor# Email lolevild& l k, (&m Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNA.T,UR � p ATE i/ �/ V 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. �oF'TIME r Town of Barnstable Building Department Services - MUUGTnsr.e. Brian Florence,CBO MASS. g i639. Building Commissioner ArEO �� 200 Main Street,Hyannis,MA 02601 www.barnstable.ma.us Office: 508-862-4038 Fax:'508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR C �—'�� , owner of property located at U l i 1J, , hereby certify that t r0 is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit# �J�� issued on 201 . . ao` 2. I understand that the project under construction.must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. PROPERTY OWNER DATE q/forms/newcontr reference R-5 780 CMR rev:08/23/17 CF THE Tp� Town of Barnstable Building Department Services BAMSTABLE, : Brian Florence,CBO MASS, `m$ Building Commissioner ATED A 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY I, 425K4--Lb M_ Z,r— , Construction Supervisor License # (,S-�/3 z/ f , hereby certify that I have assumed responsibility for the project under ���' construction, as authorized by building permit#13--17.35(p 3 , issued to 6 (property address) /0,30 ��LM&M-4 f�0A-b )—r 2 on / 2/ , 201_7 The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form (if applicable) copy of my Home Improvement Contractor registration(if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond(if applicable) LICENSE HOLDER AT q/forms/newcontrb rev:08/23/17 1 is Massachu! e# S- Depart :en on t c f 'e� c fety Board of BWilding R.egult� arttHt� d d s License: CS=04342 a N nstroction s ;Pervisot GERALD M LEONE - { PO BOX 795 , CATAUMEf MA0263 Commissichetr Q1/22/2019 y� I �TNE Town of Barnstable Regulatory Services + snRM LE, AS& = Richard V.Scali,Director '679. � Building Division Ea�,tr Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1, Mark McCartin , as Owner of the subject property hereby authorize Michael Leone of Dellbrook/JKS to act on my behalf, in all matters relative to work authorized by this building permit application for: 1030 Falmouth Road (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of'/Owner Signature of Applicant Print Name Print Name Date The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street, Suite 100 Boston,MA 02114-2017 5� www.mass.gov/dia 1\'orkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual):Dellbrook,1K 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 employees(full and/or part-time).* 7. ❑New construction In I am a sole proprietor or partnership and have no employees working for me in 8. ❑ Remodeling any capacity.[No workers'comp.insurance required.] 9. El Demolition 3.❑I am a homeowner doing all work myself.[No workers'comp.insurance required.]' 10❑Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5Q I am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have employees and have workers'comp.insurance.t 13.❑Roof repairs 6.❑We are a corporation and its officers have exercised their right of exemption per MGL C. 14.[:]Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 1Contractors 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. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Travelers Indemnity Company of CT Policy#or Self-ins.Lie.#:DTE-UB-3H613658 Expiration Date:7/1/18 Job Site Address: 1030 Falmouth 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 MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year impnso swell as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the viol r.A o t is statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify un e e p ns and penalties of perjury that the information provided above is true and correct. Signature: Date: 11/29/18 Phone#:508-540-6226 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#: I AC�® DIYYYY) E(MM/D CERTIFICATE OF LIABILITY INSURANCE 11/2 7/2017 DATE(MMID 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 endorsements. PRODUCER CONTACT NAME: Maria McNulty Alliant Insurance Services, Inc., PH(AIONE 617-535-7200 FA� 617-535 7205 131 Oliver Street,4th Floor E Nw Maria.McNult Boston MA 02110 D IL SS: y@alliant.com INSURERS AFFORDING COVERAGE NAIC# INSURERA:Allied World National Assurance Corn 10690 INSURED INSURERB:The Travelers Indemnity Co 25658 Dellbrook JK Scanlan INSURERC:Travelers Indemnity Company of CT 25682 One Adams Place 859 Willard Street INSURERD:Starr Indemnity&Liability Company 38318 Quincy MA 02169 INSURER E:Navigators Insurance Company 42307 INSURER F: COVERAGES CERTIFICATE NUMBER:555645952 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. ILTR TYPE OF INSURANCE NSD WVD POLICY NUMBER ADDLSUBR POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY Y 03084515 7/1/2017 7/1/2018 EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE (RENTED PREMISESS Ea occurrence) $300,000 x XCU MED EXP(Any one person) $10,000 x Contractual PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICYFX�JEr° LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ B AUTOMOBILE LIABILITY Y 810 3H608117 7/1/2017 7I1/2018 COMBINED MBI ED SINGLE $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ D UMBRELLA LIAB X OCCUR Y 1000584533171 7/1/2017 711/2018 EACH OCCURRENCE $10,000,000 X EXCESS LU16 CLAIMS-MADE AGGREGATE $10,000,000 DIED RETENTION$ $ C WORKERS COMPENSATION UB 31­1613658 7/1/2017 7/1/2018 PER OTH- AND EMPLOYERS'LIABILITY Y f N x STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? � N/A E.L.EACH ACCIDENT $1,000,000 (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 f LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached ff more space is required) RE:Job#1756, MOB-1030 Falmouth Road, Hyannis, MA. Strawberry Hill Nominee Realty Trust c/o Mark McCartin 43 Hollingsworth Road Osterville,MA 02655&Earle's Court LLC c/o Mark McCartin 43 Hollingsworth Road Osterville,MA 02655 are included as Additional Insureds 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 Cape Cod Healthcare,Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 27 Park Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ADEL.LBROOKIKS November 30, 2017 Town of Barnstable Building Department 200 Main St. Hyannis, MA 02601 To Whom It May Concern, Please accept this letter as confirmation that Dellbrook X Scanlan will furnish workers compensation certificates to the Town of Barnstable Building Department for all subcontractors working on the 1030 Falmouth Road MOB Project.We have not yet issued subcontractor contracts to date, however I assure you we will provide you this information as soon as it is available. Please do not hesitate to contact me with any questions. Sincerely,. Sew.Adu� Sr. Vice President Dellbrook X Scanlan File: 1756- Permits QuibcvOFRce: 850 Willard Street,OneAdams-Pace,;Quincy MA.o :1676 FauwouTN OFF ct: 1S Research.Road Wt f mouth NiX-02' S36 'i t 5o8 54a.6z 6,f:508: 40,0ZZ a Lauzon, Jeffrey From: Deputy Dean Melanson <dmelanson@hyannisfire.org> Sent: Friday, October 20, 2017 8:37 AM To: Barrows, Debi; Florence, Brian; Kelly Foley; Lauzon, Jeffrey; Parvin, Lindsay; Bill Rex; Shea, Sally Cc: Greg Siroonian; Michael Bachstein Subject: 1030 Falmouth Road Hyannis Fire has reviewed the plans and we are working closely with the applicant on the project. We are Ok with a building permit being issued. Deputy Chief Dean L. Melanson Hyannis Fire Department 95 High School Road Extension Hyannis MA 02601 Office 508-775-1300 Fax 508-778-6448 drnelanson@hyannis� 1 OCT/03/2017/TUE 10:41 AM COMM Water Dept FAX No. 5084283508 P. 002 CentervUle-Osterville-Marstons Mills Water Department F.D.BOX 369-1138 MAIN STREET - OSTERVI LLE,MASSACHUSETTS 02655 OS www.commwatcr.com =� OFFICE of WATER BOARD OF WAM COMMISSIONERS DEPT. WATER svPERUTFENDENx ' TM.No.508-428-6691 FAX No.508-428-3508 October 3,2017 Ea Barnstable, Town of g Building Department 3 , 200 Main Street HyanDis, M.A.02601 Re: Account#6080 " (aka Knights of Columbus Building) Strawberry Hill Nominee Realty Trust %Mark McCartin 1030 Route 28 (Falmouth Road), MA To Whom It May Concern,: On November 9, 2015 the water service was disconnected at the water main for the property mentioned above. Please be advised there is a Water Easement that this service was tapped off of and the Water Easement is located-&orn Wequaquet Lane to Route 28 (Falmouth Road). It is our understanding that the current owner plans to demolish this building and will install a new water service at a later date. If you have any questions,please call our office at 508-428-6691. Very ?ock?er Craig Superintendent CC/jw Cc: Medcom.Arch . Town of Barnstable uiin PostThis�Ca,rd So;That rts UisibleFromthe,Str4eet An roved;Plans;Mustybe Retained on Job and,th�s,Card Must beKe t ,:. n"t.<:�ificat.er ec�ti on haas.s""b,2e enim, adp e`'1 d s Permit a ert Permit No. B-18-128 Applicant Name: Harry Papp Approvals Date Issued: 02/21/2018 Current Use: Structure Permit Type: Building-Sheet Metal-Commercial Expiration Date: 08/21/2018 Foundation: Location: 1030 FALMOUTH ROAD/RTE 28, HYANNIS Map/Lot 250-065 Zoning District: SPLIT Sheathing: Owner on Record: MCCARTIN,MARKTR Contct raor Name Division 15 Hvac Inc Framing: 1 Contractor License 469 Address: 43 HOLLINGSWORTH ROAD 2 . ., ... . .'; R'. OSTERVILLE, MA 02655 Est Project Cost: $ 180,000.00 Chimney: Description: NEW SHEET METAL WORK AT NEW BUILDING PermitFee: $160.00 Insulation: Project Review Req: PER PLANS SUBMITTED 17-3564 gFee�Pa tl ` $ 160.00 Date 2/21/2018 Final: � xy - Plumbing/Gas Rough Plumbing: .1 �._._ h Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzetl by this permit is commenced within six monthsaftessuance. Rough Gas: All work authorized by this permit shall conform to the approved application'nd the-approved construction documents for4 is permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures=shall£be in compliance with the local zoning bylaws and codes. This permit shall.be displayed in a location clearly visible from access street oQoad�nd shall be maintained open for publc,insp coon for the entire duration of the work until the completion of the same. Y� Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building andFire Officials are provided onithis permit. Service: Minimum of Five Call Inspections Required for All Construction Work: ` Rough: 1.Foundation or footing V, H., ;. .. ., 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 �•Arzt. S E� Structural Engineering aepr FEB 15?®' r0VV g STRUCTURAL FIELD REPORT A�;NS�gB�F Project: Cape Cod Healthcare Date: January 11, 2018 Medical Building 1030 Falmouth Road Hyannis, MA Project No.: FC# I733 Weather: Overcast, 45 Deg. Report No.: 1733-01 Proiect Status: 1. Foundation installation was in progress. 2. The perimeter foundation walls and footings have been installed. Holdown ties were cast in the perimeter foundation walls as detailed. Exterior footings and piers have been installed along grids 0.1, E and 5. Footings and piers have not been installed along grid F at this time. I The elevator pit has been installed. Masonry wall dowels were installed as required. 4. Spread footings have been installed for the support of the masonry stair shaft:. Masonry wall dowels were installed as required. S. Interior footing pads have not been installed.at this time. The work completed appeared to have been done in conformance with the construction documents. Testing reports provided to date by Briggs'Engineering& Testing have been reviewed by our office with all results fo d to be satisfactory. or Signed by: Stac, Flood, PE � Y t ? u;73'S As wig d`° t Y4 t4�5+ ti �yy �61 .fir.-r 56 Laurel Drive Hudson, MA 01749 - TEL: (978) 562-6499 FAX: (978) 562-6246 E BRIGGS BRIGGS Briggs Engineering & Testing A Dl v1s10N OF PK ASSOCIATES,INC. r�v�l L7��G ro FES l ?41® �N® BARNS T'�eLE February 1, 2018 Cape Cod Healthcare 27 Park Street Hyannis, MA 02601 Attn: Mr. Robert Tomasetti RE: MOB/Centerville,l/IA Griggs Pi-oject#30010) tMr. Tomasetti: .As requested I have reviewed the compressive strength testing results for all of the specimens tested by Briggs Engineering & Testing for your project that were cast on oi- before 1/17/18. At this time at least one specimen from .each of these sets has exceeded 75% of the required design strelidth. ,If you'have any questions or if I can be of further service please contact me at your convenience. Very truly yours, BRIGGS ENGINEERING & TESTING A Division of Pk.Associates, Inc. p jz, $tl'�1-.en[f>.� .Sean Skorohod Director.of Field Operations Construction Technology Division wwv� bra��sen�araeerHnb coat—. LRockland,, .Street- Unit C-2 02370 100 Pound Road 1.-6040 o Fax (781)871-4340 Cumberland, RI 02864 Phone:(401)658-2990 a Fax (401) 658-2977 _ _ _ Fire Protection by Computer Design Griffith And Vary 12 Kendrick Road Unit#1 Wareham, Ma 02571 508-295-0050 Job Name Cape Cod Healthcare Medical Building Building Location 1030 Falmouth Rd. Hyannis, Massachusetts System S5 Contract Data File Dry System.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Griffith And Vary Page 1 Cape Cod Healthcare Medical Building Date City Water Supply: Demand: C1-Static Pressure : 63 D1-Elevation 14.292 C2-Residual Pressure: 58 D2-System Flow :536.676 C2-Residual Flow 1040 D2-System Pressure 50.025 Hose(Demand) D3-System Demand :536.676 Safety Margin 11.505 150 140 130 p 120 R 110 E-100 S 90 S 80 U 70 C1 R 60 C2 D2 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Fittings Used Summary Griffith And Vary Page 2 Cape Cod Healthcare Medical Building Date Fitting Legend Abbrev. Name % % 1 1% 11/2 2 21/2 3 3'h 4 5 6 8 10 12 14 16 18 20 24 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 E NFPA 13 99 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 99 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note:Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with*. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Flow Summary - NFPA 2007 Griffith And Vary Page 3 Cape Cod Healthcare Medical Building Date SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 63.0 58 1040.0 61.53 536.68 50.025 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes SP1 0.0 5.6 6.29 14.04 DP1 0.0 6.45 SP2 0.0 5.7 6.07 14.04 DP2 0.0 6.44 S1 33.0 5.53 15.26 21.59 K=K @ DP1 S2 24.0 5.53 20.51 25.06 K=K @ DP2 S3 33.0 5.53 15.25 21.58 K=K @ DP1 S4 24.0 5.53 20.49 25.02 K=K @ DP1 S5 33.0 5.53 15.24 21.58 K=K @ DP1 S6 24.0 5.53 20.49 25.01 K=K @ DP1 S7 33.0 5.53 15.25 21.58 K=K @ DP1 S8 24.0 5.53 20.49 25.02 K=K @ DP1 S9 33.0 5.53 15.26 21.59 K=K @ DP1 S10 24.0 5.53 20.51 25.03 K=K @ DP1 S11 33.0 5.53 8.6 16.21 K=K @ DP1 S12 22.0 5.53 14.19 20.81 K=K @ DP1 S13 33.0 5.53 6.45 14.04 K=K @ DP1 S14 22.0 5.53 11.78 18.97 K=K @ DP1 S15 24.0 5.53 9.81 17.31 K=K @ DP1 S16 24.0 5.53 9.81 17.31 K=K @ DP1 S17 33.0 5.53 6.45 14.04 K=K @ DP1 S18 22.0 5.53 11.78 18.97 K=K @ DP1 S19 33.0 5.53 8.6 16.21 K=K @ DP1 S20 22.0 5.53 14.19 20.81 K=K @ DP1 S23 33.0 5.53 11.99 19.14 K=K @ DP1 S22 28.0 5.53 15.24 21.57 K=K @ DPI S21 24.0 5.53 18.5 23.77 K=K @ DP1 S24 33.0 5.53 11.99 19.14 K=K @ DP1 S25 28.0 5.53 15.24 21.57 K=K @ DP1 S26 24.0 5.53 18.5 23.77 K=K @ DP1 M 1 22.0 21.87 M2 22.0 21.85 M3 22.0 21.85 M4 22.0 21.85 M5 22.0 21.87 M6 22.0 22.08 M20 22.0 22.18 M 19 22.0 23.53 M 15 22.0 22.08 M16 22.0 22.18 M 17 22.0 23.53 M11 22.0 12.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Griffith And Vary Page 4 Cape Cod Healthcare Medical Building Date NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes M12 22.0 12.6 M13 22.0 14.87 M14 22.0 15.17 M10 22.0 12.37 M9 22.0 12.6 M8 22.0 14.87 M7 22.0 15.17 M 18 22.0 24.41 M21 22.0 26.47 M22 10.0 32.91 M23 10.0 36.92 DAV 5.0 41.97 WAV 5.0 44.81 DCVA 2.0 46.42 UG -2.0 48.78 TEST 0.0 50.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 Griffith And Vary Page 5 Cape Cod Healthcare Medical Building Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf SP1 0 5.60 14.04 1 E 2.0 0.500 120 6.286 to 0.0 2.000 0.0 DP1 0 14.04 1.049 0.0 2.500 0.0676 0.169 Vel= 5.21 0.0 DP1 14.04 6.455 K Factor= 5.53 SP2 0 5.70 14.04 1 T 5.0 0.500 120 6.067 to 0.0 5.000 0.0 DP2 0 14.04 1.049 0.0 5.500 0.0676 0.372 Vel= 5.21 0.0 DP2 14.04 6.439 K Factor= 5.53 S1 33 5.53 21.59 1 0.0 9.000 120 15.262 K= K @ DP1 to 0.0 0.0 3.898 S2 24 21.59 1.049 0.0 9.000 0.1499 1.349 Vel= 8.01 S2 24 5.53 25.06 1.25 0.0 3.000 120 20.509 K=K @ DP2 to 0.0 0.0 0.866 M1 22 46.65 1.38 0.0 3.000 0.1640 0.492 Vel = 10.01 0.0 M1 46.65 21.867 K Factor= 9.98 S3 33 5.53 21.58 1 0.0 9.000 120 15.247 K= K @ DPI to 0.0 0.0 3.898 S4 24 21.58 1.049 0.0 9.000 0.1497 1.347 Vel = 8.01 S4 24 5.53 25.01 1.25 0.0 3.000 120 20.492 K=K @ DP1 to 0.0 0.0 0.866 M2 22 46.59 1.38 0.0 3.000 0.1640 0.492 Vel = 9.99 0.0 M2 46.59 21.850 K Factor= 9.97 S5 33 5.53 21.58 1 0.0 9.000 120 15.245 K=K @ DP1 to 0.0 0.0 3.898 S6 24 21.58 1.049 0.0 9.000 0.1497 1.347 Vel= 8.01 S6 24 5.53 25.01 1.25 0.0 3.000 120 20.490 K=K @ DP1 to 0.0 0.0 0.866 M3 22 46.59 1.38 0.0 3.000 0.1637 0.491 Vel= 9.99 0.0 M3 46.59 21.847 K Factor= 9.97 S7 33 5.53 21.58 1 0.0 9.000 120 15.247 K= K @ DPI to 0.0 0.0 3.898 S8 24 21.58 1.049 0.0 9.000 0.1497 1.347 Vel= 8.01 S8 24 5.53 25.01 1.25 0.0 3.000 120 20.492 K= K @ DP1 to 0.0 0.0 0.866 M4 22 46.59 1.38 0.0 3.000 0.1640 0.492 Vel= 9.99 0.0 M4 46.59 21.850 K Factor= 9.97 S9 33 5.53 21.59 1 0.0 9.000 120 15.262 K= K @ DP1 to 0.0 0.0 3.898 S10 24 21.59 1.049 0.0 9.000 0.1499 1.349 Vel= 8.01 S10 24 5.53 25.03 1.25 0.0 3.000 120 20.509 K=K @ DP1 to 0.0 0.0 0.866 M5 22 46.62 1.38 0.0 3.000 0.1640 0.492 Vel= 10.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Griffith And Vary Page 6 Cape Cod Healthcare Medical Building Date Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 M5 46.62 21.867 K Factor= 9.97 S11 33 5.53 16.21 1 T 5.0 12.000 120 8.604 K= K @ DPI to 0.0 5.000 4.764 M 13 22 16.21 1.049 0.0 17.000 0.0882 1.500 Vel = 6.02 0.0 M13 16.21 14.868 K Factor= 4.20 S12 22 5.53 20.81 1 T 5.0 2.000 120 14.186 K= K @ DP1 to 0.0 5.000 0.0 M 14 22 20.81 1.049 0.0 7.000 0.1400 0.980 Vel= 7.73 0.0 M 14 20.81 15.166 K Factor= 5.34 S13 33 5.53 14.04 1 T 5.0 12.000 120 6.455 K= K @ DP1 to 0.0 5.000 4.764 M11 22 14.04 1.049 0.0 17.000 0.0676 1.149 Vel = 5.21 0.0 M11 14.04 12.368 K Factor= 3.99 S14 22 5.53 18.97 1 T 5.0 2.000 120 11.779 K= K @ DP1 to 0.0 5.000 0.0 M12 22 18.97 1.049 0.0 7.000 0.1179 0.825 Vel= 7.04 0.0 M12 18.97 12.604 K Factor= 5.34 S15 24 5.53 17.31 1 E 2.0 15.000 120 9.809 K=K @ DPI to 0.0 2.000 0.866 M11 22 17.31 1.049 0.0 17.000 0.0996 1.693 Vel = 6.43 0.0 M11 17.31 12.368 K Factor= 4.92 S16 24 5.53 17.31 1 E 2.0 15.000 120 9.809 K=K @ DP1 to 0.0 2.000 0.866 M10 22 17.31 1.049 0.0 17.000 0.0996 1.694 Vel = 6.43 0.0 M10 17.31 12.369 K Factor= 4.92 S17 33 5.53 14.04 1 T 5.0 12.000 120 6.455 K= K @ DP1 to 0.0 5.000 4.764 MIO 22 14.04 1.049 0.0 17.000 0.0676 1.150 Vel= 5.21 0.0 M10 14.04 12.369 K Factor= 3.99 S18 22 5.53 18.97 1 T 5.0 2.000 120 11.779 K= K @ DP1 to 0.0 5.000 0.0 M9 22 18.97 1.049 0.0 7.000 0.1179 0.825 Vel = 7.04 0.0 M9 18.97 12.604 K Factor= 5.34 S19 33 5.53 16.21 1 T 5.0 12.000 120 8.604 K= K @ DP1 to 0.0 5.000 4.764 M8 22 16.21 1.049 0.0 17.000 0.0882 1.500 Vel= 6.02 0.0 M8 16.21 14.868 K Factor= 4.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Griffith And Vary Page 7 Cape Cod Healthcare Medical Building Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf S20 22 5.53 20.81 1 T 5.0 2.000 120 14.186 K= K @ DP1 to 0.0 5.000 0.0 M7 22 20.81 1.049 0.0 7.000 0.1400 0.980 Vel = 7.73 0.0 M7 20.81 15.166 K Factor= 5.34 S23 33 5.53 19.14 1 0.0 9.000 120 11.994 K= K @ DP1 to 0.0 0.0 2.166 S22 28 19.14 1.049 0.0 9.000 0.1199 1.079 Vel= 7.11 S22 28 5.53 21.57 1.25 0.0 12.000 120 15.239 K= K @ DP1 to 0.0 0.0 1.732 S21 24 40.71 1.38 0.0 12.000 0.1275 1.530 Vel = 8.73 S21 24 5.53 23.77 1.5 T 8.0 12.000 120 18.501 K= K @ DP1 to 0.0 8.000 0.866 M16 22 64.48 1.61 0.0 20.000 0.1409 2.818 Vel = 10.16 0.0 M 16 64.48 22.185 K Factor= 13.69 S24 33 5.53 19.14 1 0.0 9.000 120 11.994 K= K @ DP1 to 0.0 0.0 2.166 S25 28 19.14 1.049 0.0 9.000 0.1199 1.079 Vel= 7.11 S25 28 5.53 21.57 1.25 0.0 12.000 120 15.239 K= K @ DP1 to 0.0 0.0 1.732 S26 24 40.71 1.38 0.0 12.000 0.1275 1.530 Vel= 8.73 S26 24 5.53 23.77 1.5 T 8.0 12.000 120 18.501 K= K @ DP1 to 0.0 8.000 0.866 M20 22 64.48 1.61 0.0 20.000 0.1409 2.818 Vel= 10.16 0.0 M20 64.48 22.185 K Factor= 13.69 *MAINS BACK M 1 22 -69.88 4 0.0 12.000 120 21.867 to 0.0 0.0 0.0 M2 22 -69.88 4.26 0.0 12.000 -0.0014 -0.017 Vel= 1.57 M2 22 46.60 4 0.0 12.000 120 21.850 to 0.0 0.0 0.0 M3 22 -23.28 4.26 0.0 12.000 -0.0002 -0.003 Vel= 0.52 M3 22 46.59 4 0.0 12.000 120 21.847 to 0.0 0.0 0.0 M4 22 23.31 4.26 0.0 12.000 0.0002 0.003 Vel= 0.52 M4 22 46.59 4 0.0 12.000 120 21.850 to 0.0 0.0 0.0 M5 22 69.9 4.26 0.0 12.000 0.0014 0.017 Vel= 1.57 M5 22 46.62 4 E 13.167 45.000 120 21.867 to 0.0 13.167 0.0 M6 22 116.52 4.26 0.0 58.167 0.0037 0.214 Vel = 2.62 M6 22 87.34 4 0.0 10.000 120 22.081 to 0.0 0.0 0.0 M20 22 203.86 4.26 0.0 10.000 0.0104 0.104 Vel = 4.59 M20 22 64.48 4 E 13.167 65.000 120 22.185 to 0.0 13.167 0.0 M19 22 268.34 4.26 0.0 78.167 0.0172 1.347 Vel = 6.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Griffith And Vary Page 8 Cape Cod Healthcare Medical Building Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ****"'" Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf M19 22 0.0 4 0.0 51.000 120 23.532 to 0.0 0.0 0.0 M18 22 268.34 4.26 0.0 51.000 0.0172 0.879 Vel = 6.04 0.0 M18 268.34 24.411 K Factor= 54.31 M1 22 116.52 4 E 13.167 45.000 120 21.867 to 0.0 13.167 0.0 M15 22 116.52 4.26 0.0 58.167 0.0037 0.214 Vel= 2.62 M15 22 87.34 4 0.0 10.000 120 22.081 to 0.0 0.0 0.0 M16 22 203.86 4.26 0.0 10.000 0.0104 0.104 Vel= 4.59 M 16 22 64.48 4 E 13.167 65.000 120 22.185 to 0.0 13.167 0.0 M 17 22 268.34 4.26 0.0 78.167 0.0172 1.347 Vel= 6.04 M 17 22 0.0 4 0.0 51.000 120 23.532 to 0.0 0.0 0.0 M18 22 268.34 4.26 0.0 51.000 0.0172 0.879 Vel= 6.04 0.0 M18 268.34 24.411 K Factor= 54.31 M11 ' 22 31.35 1.25 0.0 3.000 120 12.368 to 0.0 0.0 0.0 M12 22 31.35 1.38 0.0 3.000 0.0787 0.236 Vel= 6.72 M 12 22 18.96 1.25 0.0 12.000 120 12.604 to 0.0 0.0 0.0 M 13 22 50.31 1.38 0.0 12.000 0.1887 2.264 Vel= 10.79 M 13 22 16.21 1.5 0.0 2.000 120 14.868 to 0.0 0.0 0.0 M 14 22 66.52 1.61 0.0 2.000 0.1490 0.298 Vel = 10.48 M 14 22 20.82 1.5 T 8.0 20.000 120 15.166 to 0.0 8.000 0.0 M15 22 87.34 1.61 0.0 28.000 0.2470 6.915 Vel = 13.76 0.0 M15 87.34 22.081 K Factor= 18.59 M10 22 31.35 1.25 0.0 3.000 120 12.369 to 0.0 0.0 0.0 M9 22 31.35 1.38 0.0 3.000 0.0783 0.235 Vel = 6.72 M9 22 18.96 1.25 0.0 12.000 120 12.604 to 0.0 0.0 0.0 M8 22 50.31 1.38 0.0 12.000 0.1887 2.264 Vel= 10.79 M8 22 16.21 1.5 0.0 2.000 120 14.868 to 0.0 0.0 0.0 M7 22 66.52 1.61 0.0 2.000 0.1490 0.298 Vel= 10.48 M7 22 20.82 1.5 T 8.0 20.000 120 15.166 to 0.0 8.000 0.0 M6 22 87.34 1.61 0.0 28.000 0.2470 6.915 Vel= 13.76 0.0 M6 87.34 22.081 K Factor= 18.59 M18 22 536.68 4 E 13.167 20.000 120 24.411 to 0.0 13.167 0.0 M21 22 536.68 4.26 0.0 33.167 0.0621 2.061 Vel = 12.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Griffith And Vary Page 9 Cape Cod Healthcare Medical Building Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total- Pf/Ft Pf M21 22 0.0 4 0.0 20.000 120 26.472 to 0.0 0.0 5.197 M22 10 536.68 4.26 0.0 20.000 0.0622 1.243 Vel = 12.08 M22 10 0.0 4 E 13.167 25.000 120 32.912 to T 26.334 39.501 0.0 M23 10 536.68 4.26 0.0 64.501 0.0622 4.009 Vel = 12.08 M23 10 0.0 4 2E 26.334 20.000 120 36.921 to 0.0 26.334 2.166 DAV 5 536.68 4.26 0.0 46.334 0.0621 2.879 Vel = 12.08 DAV 5 0.0 4 E 13.167 5.000 120 41.966 to Dvc 27.651 40.818 0.0 WAV 5 536.68 4.26 0.0 45.818 0.0621 2.847 Vel = 12.08 WAV 5 0.0 4 0.0 5.000 120 44.813 to 0.0 0.0 1.299 DCVA 2 536.68 4.26 0.0 5.000 0.0622 0.311 Vel = 12.08 DCVA 2 0.0 4 0.0 10.000 120 46.423 to 0.0 0.0 1.732 UG -2 536.68 4.26 0.0 10.000 0.0622 0.622 Vel = 12.08 UG -2 0.0 6 G 3.772 200.000 120 48.777 to 2E 35.205 38.977 -0.866 TEST 0 536.68 6.357 0.0 238.977 0.0088 2.114 Vel= 5.43 0.0 TEST 536.68 50.025 K Factor= 75.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Protection by Computer Design Griffith And Vary 12 Kendrick Road Unit#1 Wareham, Ma 02571 508-295-0050 Job Name Cape Cod Healthcare Medical Building Building Location 1030 Falmouth Rd. Hyannis, Massachusetts System S5 Contract Data File Dry System.WXF i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Griffith And Vary Page 1 Cape Cod Healthcare Medical Building Date City Water Supply: Demand: C1-Static Pressure : 63 D1-Elevation 14.292 C2-Residual Pressure: 58 D2-System Flow :536.676 C2-Residual Flow 1040 D2-System Pressure 50.025 Hose(Demand) D3-System Demand :536.676 Safety Margin 11.505 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 C1 R 60 C2 D2 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW(N 11 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 f i Fittings Used Summary Griffith And Vary Page 2 Cape Cod Healthcare Medical Building Date Fitting Legend Abbrev. Name %: % 1 1'/4 1'/2 2 2%: 3 3% 4 5 6 8 10 12 14 16 18 20 24 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 E NFPA 13 99 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 9U Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note:Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with*. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Flow Summary - NFPA 2007 Griffith And Vary Page 3 Cape Cod Healthcare Medical Building Date SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 63.0 58 1040.0 61.53 536.68 50.025 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes SP1 0.0 5.6 6.29 14.04 DP1 0.0 6.45 SP2 0.0 5.7 6.07 14.04 DP2 0.0 6.44 S1 33.0 5.53 15.26 21.59 K=K @ DP1 S2 24.0 5.53 20.51 25.06 K=K @ DP2 S3 33.0 5.53 15.25 21.58 K=K @ DP1 S4 24.0 5.53 20.49 25.02 K=K @ DP1 S5 33.0 5.53 15.24 21.58 K=K @ DP1 S6 24.0 5.53 20.49 25.01 K=K @ DP1 S7 33.0 5.53 15.25 21.58 K=K @ DP1 S8 24.0 5.53 20.49 25.02 K=K @ DPI S9 33.0 5.53 15.26 21.59 K=K @ DP1 S10 24.0 5.53 20.51 25.03 K=K @ DP1 S11 33.0 5.53 8.6 16.21 K=K @ DP1 S12 22.0 5.53 14.19 20.81 K=K @ DP1 S13 33.0 5.53 6.45 14.04 K=K @ DP1 S14 22.0 5.53 11.78 18.97 K=K @ DP1 S15 24.0 5.53 9.81 17.31 K=K @ DP1 S16 24.0 5.53 9.81 17.31 K=K @ DP1 S17 33.0 5.53 6.45 14.04 K=K @ DP1 S18 22.0 5.53 11.78 18.97 K=K @ DP1 S19 33.0 5.53 8.6 16.21 K=K @ DP1 S20 22.0 5.53 14.19 20.81 K=K @ DPI S23 33.0 5.53 11.99 19.14 K=K @ DPI S22 28.0 5.53 15.24 21.57 K=K @ DP1 S21 24.0 5.53 18.5 23.77 K=K @ DP1 S24 33.0 5.53 11.99 19.14 K=K @ DP1 S25 28.0 5.53 15.24 21.57 K=K @ DP1 S26 24.0 5.53 18.5 23.77 K=K @ DP1 M 1 22.0 21.87 M2 22.0 21.85 M3 22.0 21.85 M4 22.0 21.85 M5 22.0 21.87 M6 22.0 22.08 M20 22.0 22.18 M19 22.0 23.53 M 15 22.0 22.08 M16 22.0 22.18 M 17 22.0 23.53 Mil 22.0 12.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Griffith And Vary Page 4 Cape Cod Healthcare Medical Building Date NODE ANALYSIS(cons) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes M12 22.0 12.6 M13 22.0 14.87 M14 22.0 15.17 M10 22.0 12.37 M9 22.0 12.6 M8 22.0 14.87 M7 22.0 15.17 M 18 22.0 24.41 M21 22.0 26.47 M22 10.0 32.91 M23 10.0 36.92 DAV 5.0 41.97 WAV 5.0 44.81 DCVA 2.0 46.42 UG -2.0 48.78 TEST 0.0 50.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 Griffith And Vary Page 5 Cape Cod Healthcare Medical Building Date Nodel Elevl K Oa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf SP1 0 5.60 14.04 1 E 2.0 0.500 120 6.286 to 0.0 2.000 0.0 DP1 0 14.04 1.049 0.0 2.500 0.0676 0.169 Vel= 5.21 0.0 DP1 14.04 6.455 K Factor= 5.53 SP2 0 5.70 14.04 1 T 5.0 0.500 120 6.067 to 0.0 5.000 0.0 DP2 0 14.04 1.049 0.0 5.500 0.0676 0.372 Vel= 5.21 0.0 DP2 14.04 6.439 K Factor= 5.53 S1 33 5.53 21.59 1 0.0 9.000 120 15.262 K= K @ DP1 to 0.0 0.0 3.898 S2 24 21.59 1.049 0.0 9.000 0.1499 1.349 Vel = 8.01 S2 24 5.53 25.06 1.25 0.0 3.000 120 20.509 K= K @ DP2 to 0.0 0.0 0.866 M 1 22 46.65 1.38 0.0 3.000 0.1640 0.492 Vel= 10.01 0.0 M1 46.65 21.867 K Factor= 9.98 S3 33 5.53 21.58 1 0.0 9.000 120 15.247 K= K @ DP1 to 0.0 0.0 3.898 S4 24 21.58 1.049 0.0 9.000 0.1497 1.347 Vel = 8.01 S4 24 5.53 25.01 1.25 0.0 3.000 120 20.492 K= K @ DP1 to 0.0 0.0 0.866 M2 22 46.59 1.38 0.0 3.000 0.1640 0.492 Vel = 9.99 0.0 M2 46.59 21.850 K Factor= 9.97 S5 33 5.53 21.58 1 0.0 9.000 120 15.245 K= K @ DP1 to 0.0 0.0 3.898 S6 24 21.58 1.049 0.0 9.000 0.1497 1.347 Vel = 8.01 S6 24 5.53 25.01 1.25 0.0 3.000 120 20.490 K= K @ DP1 to 0.0 0.0 0.866 M3 22 46.59 1.38 0.0 3.000 0.1637 0.491 Vel= 9.99 0.0 M3 46.59 21.847 K Factor= 9.97 S7 33 5.53 21.58 1 0.0 9.000 120 - 15.247 K= K @ DP1 to 0.0 0.0 3.898 S8 24 21.58 1.049 0.0 9.000 0.1497 1.347 Vel = 8.01 S8 24 5.53 25.01 1.25 0.0 3.000 120 20.492 K= K @ DP1 to 0.0 0.0 0.866 M4 22 46.59 1.38 0.0 3.000 0.1640 0.492 Vel= 9.99 0.0 M4 46.59 21.850 K Factor= 9.97 S9 33 5.53 21.59 1 0.0 9.000 120 15.262 K= K @ DP1 to 0.0 0.0 3.898 S10 24 21.59 1.049 0.0 9.000 0.1499 1.349 Vel= 8.01 S10 24 5.53 25.03 1.25 0.0 3.000 120 20.509 K=K @ DP1 to 0.0 0.0 0.866 M5 22 46.62 1.38 0.0 3.000 0.1640 0.492 Vel = 10.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Griffith And Vary Page 6 Cape Cod Healthcare Medical Building Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 M5 46.62 21.867 K Factor= 9.97 S11 33 5.53 16.21 1 T 5.0 12.000 120 8.604 K= K @ DP1 to 0.0 5.000 4.764 M13 22 16.21 1.049 0.0 17.000 0.0882 1.500 Vel = 6.02 0.0 M13 16.21 14.868 K Factor= 4.20 S12 22 5.53 20.81 1 T 5.0 2.000 120 14.186 K=K @ DP1 to 0.0 5.000 0.0 M 14 22 20.81 1.049 0.0 7.000 0.1400 0.980 Vel= 7.73 0.0 M 14 20.81 15.166 K Factor= 5.34 S13 33 5.53 14.04 1 T 5.0 12.000 120 6.455 K= K @ DP1 to 0.0 5.000 4.764 M11 22 14.04 1.049 0.0 17.000 0.0676 1.149 Vel = 5.21 0.0 M11 14.04 12.368 K Factor= 3.99 S14 22 5.53 18.97 1 T 5.0 2.000 120 11.779 K= K @ DP1 to 0.0 5.000 0.0 M12 22 18.97 1.049 0.0 7.000 0.1179 0.825 Vel = 7.04 0.0 M12 18.97 12.604 K Factor= 5.34 S15 24 5.53 17.31 1 E 2.0 15.000 120 9.809 K= K @ DP1 to 0.0 2.000 0.866 M11 22 17.31 1.049 0.0 17.000 0.0996 1.693 Vel = 6.43 0.0 M11 17.31 12.368 K Factor= 4.92 S16 24 5.53 17.31 1 E 2.0 15.000 120 9.809 K=K @ DP1 to 0.0 2.000 0.866 M10 22 17.31 1.049 0.0 17.000 0.0996 1.694 Vel = 6.43 0.0 M10 17.31 12.369 K Factor= 4.92 S17 33 5.53 14.04 1 T 5.0 12.000 120 6.455 K= K @ DP1 to 0.0 5.000 4.764 M10 22 14.04 1.049 0.0 17.000 0.0676 1.150 Vel = 5.21 0.0 M10 14.04 12.369 K Factor= 3.99 S 18 22 5.53 18.97 1 T 5.0 2.000 120 11.779 K= K @ DP 1 to 0.0 5.000 0.0 M9 22 18.97 1.049 0.0 7.000 0.1179 0.825 Vel= 7.04 0.0 M9 18.97 12.604 K Factor= 5.34 S19 33 5.53 16.21 1 T 5.0 12.000 120 8.604 K=K @ DP1 to 0.0 5.000 4.764 M8 22 16.21 1.049 0.0 17.000 0.0882 1.500 Vel = 6.02 0.0 M8 16.21 14.868 K Factor= 4.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Griffith And Vary Page 7 Cape Cod Healthcare Medical Building Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf S20 22 5.53 20.81 1 T 5.0 2.000 120 14.186 K= K @ DP1 to 0.0 5.000 0.0 M7 22 20.81 1.049 0.0 7.000 0.1400 0.980 Vel= 7.73 0.0 M7 20.81 15.166 K Factor= 5.34 S23 33 5.53 19.14 1 0.0 9.000 120 11.994 K= K @ DP1 to 0.0 0.0 2.166 S22 28 19.14 1.049 0.0 9.000 0.1199 1.079 Vel= 7.11 S22 28 5.53 21.57 1.25 0.0 12.000 120 15.239 K= K @ DP1 to 0.0 0.0 1.732 S21 24 40.71 1.38 0.0 12.000 0.1275 1.530 Vel = 8.73 S21 24 5.53 23.77 1.5 . T 8.0 12.000 120 18.501 K= K @ DP1 to 0.0 8.000 0.866 M 16 22 64.48 1.61 0.0 20.000 0.1409 2.818 Vel= 10.16 0.0 M16 64.48 22.185 K Factor= 13.69 S24 33 5.53 19.14 1 0.0 9.000 120 11.994 K= K @ DP1 to 0.0 0.0 2.166 S25 28 19.14 1.049 0.0 9.000 0.1199 1.079 Vel= 7.11 S25 28 5.53 21.57 1.25 0.0 12.000 120 15.239 K= K @ DP1 to 0.0 0.0 1.732 S26 24 40.71 1.38 0.0 12.000 0.1275 1.530 Vel = 8.73 S26 24 5.53 23.77 1.5 T 8.0 12.000 120 18.501 K= K @ DP1 to 0.0 8.000 0.866 M20 22 64.48 1.61 0.0 20.000 0.1409 2.818 Vel= 10.16 0.0 M20 64.48 22.185 K Factor= 13.69 *MAINS BACK M1 22 -69.88 4 0.0 12.000 120 21.867 to 0.0 0.0 0.0 M2 22 -69.88 4.26 0.0 12.000 -0.0014 -0.017 Vel = 1.57 M2 22 46.60 4 0.0 12.000 120 21.850 to 0.0 0.0 0.0 M3 22 -23.28 4.26 0.0 12.000 -0.0002 -0.003 Vel= 0.52 M3 22 46.59 4 0.0 12.000 120 21.847 to 0.0 0.0 0.0 M4 22 23.31 4.26 0.0 12.000 0.0002 0.003 Vel = 0.52 M4 22 46.59 4 0.0 12.000 120 21.850 to 0.0 0.0 0.0 M5 22 69.9 4.26 0.0 12.000 0.0014 0.017 Vet= 1.57 M5 22 46.62 4 E 13.167 45.000 120 21.867 to 0.0 13.167 0.0 M6 22 116.52 4.26 0.0 58.167 0.0037 0.214 Vel = 2.62 M6 22 87.34 4 0.0 10.000 120 22.081 to 0.0 0.0 0.0 M20 22 203.86 4.26 0.0 10.000 0.0104 0.104 Vel= 4.59 M20 22 64.48 4 E 13.167 65.000 120 22.185 to 0.0 13.167 0.0 M19 22 268.34 4.26 0.0 78.167 0.0172 1.347 Vel= 6.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Griffith And Vary Page 8 Cape Cod Healthcare Medical Building Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf M19 22 0.0 4 0.0 51.000 120 23.532 to 0.0 0.0 0.0 M18 22 268.34 4.26 0.0 51.000 0.0172 0.879 Vel = 6.04 0.0 M18 268.34 24.411 K Factor= 54.31 M1 22 116.52 4 E 13.167 45.000 120 21.867 to 0.0 13.167 0.0 M 15 22 116.52 4.26 0.0 58.167 0.0037 0.214 Vel= 2.62 M 15 22 87.34 4 0.0 10.000 120 22.081 to 0.0 0.0 0.0 M 16 22 203.86 4.26 0.0 10.000 0.0104 0.104 Vel = 4.59 M 16 22 64.48 4 E 13.167 65.000 120 22.185 to 0.0 13.167 0.0 M17 22 268.34 4.26 0.0 78.167 0.0172 1.347 Vel= 6.04 M 17 22 0.0 4 0.0 51.000 120 23.532 to 0.0 0.0 0.0 M18 22 268.34 4.26 0.0 51.000 0.0172 0.879 Vel = 6.04 0.0 M18 268.34 24.411 K Factor= 54.31 M11 22 31.35 1.25 0.0 3.000 120 12.368 to 0.0 0.0 0.0 M 12 22 31.35 1.38 0.0 3.000 0.0787 0.236 Vel= 6.72 M12 22 18.96 1.25 0.0 12.000 120 12.604 to 0.0 0.0 0.0 M 13 22 50.31 1.38 0.0 12.000 0.1887 2.264 Vel = 10.79 M 13 22 16.21 1.5 0.0 2.000 120 14.868 to 0.0 0.0 0.0 M14 22 66.52 1.61 0.0 2.000 0.1490 0.298 Vel= 10.48 M 14 22 20.82 1.5 T 8.0 20.000 120 15.166 to 0.0 8.000 0.0- M15 22 87.34 1.61 0.0 28.000 0.2470 6.915 Vel = 13.76 0.0 M15 87.34 22.081 K Factor= 18.59 M10 22 31.35 1.25 0.0 3.000 120 12.369 to 0.0 0.0 0.0 M9 22 31.35 1.38 0.0 3.000 0.0783 0.235 Vel = 6.72 M9 22 18.96 1.25 0.0 12.000 120 12.604 to 0.0 0.0 0.0 M8 22 50.31 1.38 0.0 12.000 0.1887 2.264 Vel= 10.79 M8 22 16.21 1.5 0.0 2.000 120 14.868 to 0.0 0.0 0.0 M7 22 66.52 1.61 0.0 2.000 0.1490 0.298 Vel = 10.48 M7 22 20.82 1.5 T 8.0 20.000 120 15.166 to 0.0 8.000 0.0 M6 22 87.34 1.61 0.0 28.000 0.2470 6.915 Vel = 13.76 0.0 M6 87.34 22.081 K Factor= 18.59 M18 22 536.68 4 E 13.167 20.000 120 24.411 to 0.0 13.167 0.0 M21 22 536.68 4.26 0.0 33.167 0.0621 2.061 Vel = 12.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Griffith And Vary Page 9 Cape Cod Healthcare Medical Building Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ****"** Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf M21 22 0.0 4 0.0 20.000 120 26.472 to 0.0 0.0 5.197 M22 10 536.68 4.26 0.0 20.000 0.0622 1.243 Vel = 12.08 M22 10 0.0 4 E 13.167 25.000 120 32.912 to T 26.334 39.501 0.0 M23 10 536.68 4.26 0.0 64.501 0.0622 4.009 Vel= 12.08 M23 10 0.0 4 2E 26.334 20.000 120 36.921 to 0.0 26.334 2.166 DAV 5 536.68 4.26 0.0 46.334 0.0621 2.879 Vel = 12.08 DAV 5 0.0 4 E 13.167 5.000 120 41.966 to Dvc 27.651 40.818 0.0 WAV 5 536.68 4.26 0.0 45.818 0.0621 2.847 Vel = 12.08 WAV 5 0.0 4 0.0 5.000 120 44.813 to 0.0 0.0 1.299 DCVA 2 536.68 4.26 0.0 5.000 0.0622 0.311 Vel = 12.08 DCVA 2 0.0 4 0.0 10.000 120 46.423 to 0.0 0.0 1.732 UG -2 536.68 4.26 0.0 10.000 0.0622 0.622 Vel= 12.08 UG -2 0.0 6 G 3.772 200.000 120 48.777 to 2E 35.205 38.977 -0.866 TEST 0 536.68 6.357 0.0 238.977 0.0088 2.114 Vel = 5.43 0.0 TEST 536.68 50.025 K Factor= 75.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 tI I e-& --- / � -r-j SV MASSACHUSETTS STATE EXCISE TAX P-k 28577 Ps3+ag g�74 BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 12-17-2014 8 09:47am 1�_ 7 14r a 09 :47ot Ct10 292 Dort: 58579 Fee: $3r283.20 Cons: *960r000.00 EEXHISIT BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 12-17-2014 8 0947am Ctlr: 292 Doer: 58579 Fee: $2,592.00 Cons: 89b0r000.00 QUITCLAIM DEED 1, DONALD J. COREY, JR., an unmarried man, of 1 Tinkers Ledge Road, Duxbury, Massachusetts ai for consideration paid, and in full consideration of NINE HUNDRED AND SIXTY THOUSAND($960,000.00)DOLLARS, aV grant to DAVID NUNHEIMER, TRUSTEE OF STRAWBERRY HILL NOMINEE REALTY TRUST, u/d/t dated Dec. 17, 2014 and recorded herewith with an address of 540 00 N Main Street Suite 8,Hyannis,Massachusetts 02601 a� with quitclaim covenants -d • c the land together with the buildings thereon in Barnstable(Centerville),Barnstable County, Massachusetts,more particularly bounded and described as follows: a 00 Southeasterly by Falmouth Road as shown on plan hereinafter mentioned, 44 two hundred seventy and 00/100(270.00)feet; 0 Westerly by land of Richard B.Orpin and Leslie E.Parsons, and John M. Berto, Jr.et ux,Robert S.Elliott,and Earle H. Webster et ux,as shown on said plan,six hundred fifty-eight and 77/100(658.77) feet,more or less; Northeasterly by land of Susan M.Beaumont and Earle H.Webster et ux,as shown Qo on said plan,three hundred twenty-eight and 67/100 (328.67)feet; and Easterly by land of Earle H. Webster et ux,as shown on said plan,two hundred nineteen and 89/100(219.89)feet,more or less,and two hundred thirteen and 551100(213.55)feet,more or less. Containing 3.28 acres,more or less. The above-described premises are shown on a plan entitled"Subdivision Plan of Land in Centerville,Mass.belonging to Richard B. Orpin and Leslie E.Parsons,Scale 1 in=80 ft., September 4, 1969,Bearse&Law, Surveyors, Centerville,"recorded with the Barnstable County Registry of Deeds in Plan Book 234,Page 153. Bk 28577 Pg310 #58579 For title,see deed recorded with the Barnstable County Registry of Deeds in Book 19570,Page 86. • fi Executed as a sealed instrument this 15 day of_ ��. ,2014. 42 C'� k DONALD J.C EX,JR, COMMONWEALTH OF MASSACHUSETTS Plymouth, SS. On this 6 day of L. 2014, before me, the undersi ed notar y ry public, personally appeared Donald J. Corey, Jr., personall to be the person whose name is signed on the preceding or attached do and acI me that he signed it voluntarily for its stated purpose. Notary Public My Commission Expires: r ANiEL M.CREEDON,111 Notary public COMMOtiW 711 OF MAMACH�S " My CwrMsalonW Apr1 DP BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register Bk 29498 P's279 �-r11259 03 =25P EXHIBIT STRAWBERRY HILL NOMINEE REALTY TRUST APPOINTMENT OF SUCCESSOR TRUSTEE AND RESIGNATION OF CURRENT TRUSTEE The undersigned, being the sole Trustee under the above-captioned Trust does hereby state that Mark McCartin was appointed as successor Trustee under said Trust In place of David C. Nunheimer, who hereby resigns. The Resignation of David C. Nunheimer and the appointment of Mark McCartin are effective as of the date of the recording of this instrument. Strawberry Hill Nominee Realty Trust is dated December 17, 2014 and recorded with the Barnstable County Registry of Deeds/in Book 28577, Page 304. Executed as a sealed instrument this 7 M day of March, 2016. ' Strawberry Hill Nominee Realty Trust By: Davi . Nunheimer, Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this 11y1h day of March,2016, before me, the undersigned notary public, personally appeared David C. Nunheimer, Trustee, as above-said, and proved to me through satisfactory evidence of Identification, which was a MA drivers license to be the person whose name is signed on the preceding or attached document, and acknowledged to me that it was his free act and deed and that he signed it voluntarily for its stated purpose. &t,bG(i'k,� L-c r? doq4i(ld g Notary Public: �,/b04 �°��' My commission expires: -7 1 i 5 12-o/!a �I .Y •!J.C.Jn BARNSTABLE REGISTRY OF DEEDS y-�`'va�x(r Jahn F. Meade, Register Bk 30682 Pg123 #39762 08-07-2017 @ 01: 33p Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit No. 2017-047-McCartin Section 240-25(C) (1) -Conditional Use Special Permit Demolish existing building;construct new building for Medical Office use Summary: Granted with Conditions Applicant: Mark McCartin,Trustee of Strawberry hill Nominee Realty Trust Property Address: 1030 Falmouth Road, Hyannis, MA Assessor's Map/Parcel; 250/065 Zoning District: Highway Business (HB), Groundwater Protection District (GP) Hearing Date: June 28, 2017 Recording Information: Deed: Book 28577 Page 309 Plan: Book 234 Page 153 Background Mark McCartin, Trustee of Strawberry Hill Nominee Realty Trust, applied for a Special Permit in accordance with Section 240-25.C(1) HB Business District. The applicant sought a Conditional Use Special Permit to demolish an existing building and construct a new, two-story office building for medical office use. The subject property is located at 1030 Falmouth Road, Hyannis, MA as shown an Assessor's Map 250 as Parcel 065. It is located in the Residence D-1 (RD-I), Highway Business(HB)and Groundwater Protection(GP)Overlay Zoning Districts. The site fronts on Falmouth Road (Route 28)and Earle's Court. The site is currently developed and consists of a 7,975 gross square foot, one-story commercial building built in 1972. The previous use of the building was as a Knights of Columbus Hall; however, it is now vacant, Mark McCartin, as Trustee, sought a special permit to allow for the redevelopment of a 3.28-acre site with a new two-story 17,770 square foot office building with 4 tenant units and 85 on-site parking spaces. Related site improvements include parking, entrance, storm water management, utility connections, landscaping, and connection to town sewer. The site is to be accessed from Route 28 with one curb cut. The first 300-feet which fronts on Falmouth Road/Route 28 are zoned Highway Business. The rear area of the property is within the Residence D-1 Zoning Districts and the Resource Protection Overlay District. The entire site is within a designated Groundwater Protection Overlay District(GP). Procedural &Hearing Summary Special Permit Application No. 2017-047 for a Conditional Use Special Permit to establish a demolish an existing building and construct a new office for medical use was filed at the Town Clerk's office and office of the Zoning Board of Appeals on May 26, 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 June 28, 2017, at which time the Board found to grant the Conditional Use Special Permit subject to conditions. Board members deciding on this application were Brian Florence, David Hirsch, Herbert Bodensiek, Robing Young and Spencer Aaltonen, The hearing was opened on June 28, 2017 with Attorney John Kenney representing the applicant. Also present were Matt Eddy of Baxter Nye Engineering, the Applicant Mark McCartin, and Architect Greg Saroonia. Attorney Kenney described the project including the improvements to the lot and the benefits to the neighborhood and town. He stated the curb cut had been moved by Department of Transportation without the need for a traffic study. Attorney Kenney discussed the benefits by this project including connection to town sewer, providing healthcare to the area, reducing traffic flow to Hyannis, and eliminating a deteriorated building. Attorney Kenney discussed the proposed site lighting and that it would not spill over into the residential areas. Traffic generation was discussed and Attorney Kenney stated this is not a high traffic generator. The Board Chair asked for public comment and no testimony was given. i Bk 30682 Pg124 #39762 Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No. 2017-047 McCartin Findings of Fact At the hearing on June 28, 2017, the Board unanimously made the following findings of fact in Special Permit Application No. 2017-047,a request for a Conditional Use Special Permit Conditional Use to demolish an existing building and construct a new, two-story office building for medical office use located at 1030 Falmouth Road, Hyannis, MA: 1. In Application No.2017-047, Mark McCartin,as Trustee, has sought a Special Permit pursuant to Section 240-25.C(1)—Conditional Uses in the Highway Business(HB)Zoning District. The applicant seeks to establish a medical office use. 2. The property is located at 1030 Falmouth Road, Hyannis, MA, as shown on Assessor's Map 250 as Parcel 065. 3. Section 240-25(C)(1)of the Zoning Ordinance allows any use permitted In the B District with a Conditional Use Special Permit. Medical Offices and any other business uses of a similar nature are permitted in the HB District with a special permit from this Board. 4. 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. S. The proposed use of the property will not substantially adversely affect the public health,safety,welfare, comfort or convenience of the community. The vote to accept the findings was: AYE: Brian Florence,David Hirsch, Herbert Bodenslek, Robing Young and Spencer Aaltonen. NAY: None Decision 1. Special Permit No. 2017-047 is granted to Mark McCartin, Trustee of Strawberry Hill Nominee Realty Trust, pursuant to Section 240-25.C(1)—Conditional Uses in the Highway Business(HB)Zoning District. The applicant seeks to establish a medical office use at 1030 Falmouth Road, Hyannis, MA as shown on Assessor's Map 250 as Parcel 065. 2. The improvements shall be in substantial conformance with the site plan entitled"Layout and Dimension Plan dated November 14, 2014 last revised April 13, 2017" by Baxter Nye Engineering &Surveying and design Plans by Medcom dated April 14,2017. 3. The Applicant shall comply with all conditions of the May 5, 2017 Site Plan Approval; these conditions shall be incorporated as conditions of this Special Permit. 4. 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:Brian Florence, David Hirsch, Herbert Bodensiek, Robing Young and Spencer Aaltonen. NAY: None Ordered Special Permit No. 2017-047 to demolish an existing building and construct a new, two-story office building for medical office use located at 1030 Falmouth Road, Hyannis, MA 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 three 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. Page 2 of 3 2 Bk 30682 Pg125 #39762 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.2017-047 McCartin t z' Brian Florence, Ch Or Date Signed 1,Ann Quirk, Clerk of the Town of Barnstable,Barnstable County, Massachusetts, hereby-cert"at tw,.d— days have elapsed since the Zoning hoard of Appeals filed this decision and that no appeal of--tWdeciMbn fib-c rt, been filed in the office of the Town Clerk. - i.ems"- — -. .sue Signed and sealed this N day of under the pains and'penaliies;af Qeri�W Ann Quirk,Town Clerk — Page-3-of-3 — --- r i Bk 30682 Pg126 #39762 Town of Barnstable Assessing 9 g Division i6jQ'►erg 367 Main Street,Hyannis MA 02601 �0 MP' y www.town.barnstable.ma.us Office: 50S-8624022 Jeffery A.Rudzisk,MAA FAX: 508-8624722 Director of Assessing ABUTTERS LIST CERTIFICATION June 9, 2017 RE: Adjacent Abutters List For Parcel(s) : 250-065 1030 Falmouth Rd./ Rte 28 Hyannis, MA 02601 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 6/812017 AbutterReport Bk 30682 Pg12 7 #3 97 62 Zoning Board of Appeals (ZBA) Abutter List for Aap & Parcel(s): '250065' 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: 52 R Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStatezip —]ONES DAVIDT& _ — HYANNIS MA 249069 SHEILA M 4 BLACKBERRY LN 02601 4188/284 FOUNDERS COURT 40 COURT ST SUITE 1 BOSTON,MA 250001 PRESERVATION 700 02108 29945J232 ASSOC LP 25000200A HOUSING 460 WEST MAIN HYANNIS,MA 18026/201 ASSISTANCE CORP STREET 02601 25000200E HOUSING 460 WEST MAIN HYANNIS,MA 18026/241 ASSISTANCE CORP STREET 02601 25000200C HOUSING —460 WEST MAIN — —HYANNIS,MA 18026/261 ASSISTANCE CORP STREET 02601 2SOOD200D HOUSING 460 WEST MAIN HYANNIS,MA 1802b/201 ASSISTANCE CORP STREET 02601 25000200E HOUSING 460 WEST MAIN -- HYANNIS,MA 18026f201 ASSISTANCE CARP STREET 02601 25000200E HOUSING 460 WEST MAIN HYANNIS,MA _ 18026/201 ASSISTANCE CORP STREET 02601 25000200E HOUSING 460 WEST MAIN HYANNIS,MA 180Z6/201 ASSISTANCE CORP STREET 02601 25000200H HOUSING 460 WEST MAIN HYANNIS,MA 18026/201 ASSISTANCE CORP STREET 02601 2S0002001 HOUSING 460 WEST MAIN HYANNIS,MA 18026/201 ASSISTANCE CORP STREET 02601 25000200) HOUSING 460 WEST MAIN HYANNIS,MA 18026/201 ASSISTANCE CORP STREET 02601 HOUSING 460 WEST MAIN— HYANNIS,MA 25000200K ASSISTANCE CORP STREET 02601 18026/201 25000200L HOUSING 460 WEST MAIN HYANNIS,MA 18026/ZO1 ASSISTANCE CORP STREET 02601 254002OOM HOUSING 460 WEST MAIN HYANNIS,MA 18026/20] ASSISTANCE CORP STREET 02601 HOUSING 460 WEST"MAIN _ HYANNIS,MA 250D0200N ASSISTANCE CORP STREET 02601 18026/201, 2500D3 BARCELOS,ALEX 2 BLACKBERRY LN HYANNIS,MA 21S99/277 0260L 250DO4 RELD CORPORATION C/O AFFORDABLE ,SO ID EAST NAYLOR — SALISBURY,MD 1399/183 BOOKKEEPING CORP MILL DRIVE 21804 250OD5 BOTSFORD,NORMAN� 1069 FALMOUTH RD Y HYANNIS,MA 1368/380 L&JUDITH 02601 25000600A FARDY,ALICE M 6 KENSINGTON DR SANDWICH,MA 21298/92 02563 250006005 LAFTSIDIS,JOHN 1087 FALMOUTHM Y CENTERVILLE,MA 21814/278 ROAD 02632 2SO021 COOPER,PAULD 46 WEQUAQUET LANE CENTERVILLE,MA 8466/176 02632 250022HOO GOODWIN,MAR- 2540 WEST STREET WRENTHAM,MA 29684/16 ELLEN 02093 250022T004 YGOODWIN,MARY w-2540 WEST STREET WRENTHAM,MA 29684/16 ELLEN 02093 CENTERVILLE-- 1436IYANNOUGH+— HYANNIS MA 250023H00 GARDENS II LLC ROAD 02601 26338/204 CENTERVILLE T 1436 IYANNOUGH ^HYANNIS,MA 250023T00 GARDENS II LLC ROAD 02601 26338/204 httpllmaps.townoibarnstable_uslarcims/appgeoapp/AbutterReport.aspxNWZBA 113 6/0O17 AbutterReport gk 30682 P912 8 #3 97 62 250027X01 1080 FALMOUTH LLC AWN:RICHARD KASSIS 496 ROAD LONG RIDGE � � BEEDo RD,NY 28004/155I http:/Imaps.to6vnolbamstable.us/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 213 • 6f812017 AbutterReport Bk 30682 Pgl2R #39762 250027XO2 1080 FALMOUTH LLC ATTN:RICHARD KASSIS 449966LLONG RIDGE V-BEODFORD,NY 28004/155 i ram.=�._.� - - -'- -- - ---_��.�..._. ��.__�._�.__----=-----===_c- -- _-•��� j 250028--� SCHOFIELD,BENTLEY PO BOX44 - CENTERVILLE,MA 21 60 2/21 5 C&DOROTHY G 02632 ISLAMICCENTER_OF - 3072 FALMOUTH -- MARSTONS MILLS, 25DD29 16440/262 CAPE COD INC ROAD MA 02648 STRAWBERRY HILL 43 HOLLINGSWORTH OSTERVILLE,MA 250065 MCCARTIN,MARK TR NOMINEE REALTY ROAD 02655 29498/279 TRUST 2SO095 GEMBORYS,KARL N 30 EARLE'S COURT — H2601 YANNIS,MA 25368/49 i i 250104 ]UTRAS,STEPHEN 41 CAPTAIN ELLIS HYANNIS,MA 27733/315 j LANE 02601 GARVEY MARY T&--MTG REAL ESTATE«+ ~^ - V M.~~ — MARSTONS MILLS, 250305 HICKS,JANIS M TRS TRUST 1645 RACE LANE MA 0264E 20238/290 VOTTA ]ILL S&-y- LIVING S VOTTA LNG — PROVIDENCE,RI 250124 CAMILLEITRS TRUST 900 SMITH STREET 02908 C209020 250125 SULLIVAN,JOSEPH W 4 BROWN STREET ^- BEDFORD,MA C13B236 01730 250126 JOHNSON,RYAN 22 QUISSET ROAD CENTERVILLE,MA C199733 02632 250127HOO FEIGELMAN,ESTELLE ESTELLE FEIGELMAN 8171 SPRINGLAKE — BOCA RATON,FL C206840 TR REVOC LIVING TRUST DRIVE 33496 250127TOO FEIGELMAN,ESTELLE ESTELLE FEIGELMAN 8171 SPRINGLAKE M BOCA RATON,FL C206840 TR REVOC LIVING TRUST DRIVE 33496 25012E BAILEY,BRADLEY] _ PO BOX 325- CENTERVILLE,MA C114755 02632 250129 MERCER,CONRAD H 46 QUISSET ROAD CENTERVILLE,MA C207443 02632 25D130 SORBO,EUGENE 3& �- 62 QUISSET ROAD f - ---- CENTERVILLE,MA C207653 NANCY B 02632 250131 ANTOSCA,THOMAS F 29 NOBADEER RD CENTERVILLE MA 02632 C134781 250132 GUINEE,WARREN C& 9 NOBADEER ROAD CENTERVILLE,MA C147080 JANET T 02632 250133 BRUTON,ALLISON V 6 NOBADEER ROAD _ CENTERVILLE,MA C199200 02632 250134 CORREIA,VICTOR M& 18 NOBADEER RD CENTERVILLE,MA C96139 DONNA] 02632 250135 TZANOUDAKIS, 28 NOBADEER RD CENTERVILLE,MA C97117 CHRISANTHIE 02632 250149 YARBRO,HELENA F& YARBRO LIVING TRUST 80772 SPANISH BAY —` LA QUINTA,CAW CIB7666 STAN TRS 92253 250150HOO DESROCHER,ARTHUR 37 QUISSET RD—� CENTERVILLE,MA C169378 L&MARY] 02632 2501SOTOO DESROCHER,ARTHUR 37 QUISSET RD _ CENTERVILLE,MA C169378 L&MARY] 02632 250151TOO GOLEN,JASON 3&— 51 PROSPECT STREET WEST BOYLSTON, #D119SS93 SHARON MA 01583 250152 SHERBERTES,MARK A 9 QUISSET ROAD CENTERVILLE,MA C168068 02632 This list by Itself does NOT constitute a ceAf iad list of abutters and Is provided only as an aid to the determination of abutters.If a cedifred list of abutters is required,contact the Assessing Division to have this fist certified.The awnarand address data on this list is from the Town of Bemstable Assessors database as of 618/2017, http:l/maps.townofbamstable.us/arcims/appgeoapplAbutterRepart.aspx?ty ZBA 3/3 Town of Barnstable Geographic Information System June 8,2017 250017 250016 ::::`:.... z# 25#080tJ 3y 25018 # 680 21 A ^ Z 3 2 25011 :#9 0137 250101 y #88� k#1544 *79 %1 #25 ;::2fi0f56704 ';i#37`i: ¢ " ♦ Ar Z �CYS 250125`S�i r .�:ifr rr:'= �¢ :•.'! 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Enlargements beyond a scale of Abutter List Type-Parties of interest are those directly opposite subject lot on 1'=100'may not meet established map accuracy standards.The parcel lines on this map are only graphic representations of Assessor's tax parcels- Thty,are not true property any public or private street or way and abutters to abutters. Notification of all Abutters :r�f boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. such as building locations- Buffer tT N f M Bk 30682 Pg131 #39762 Town of Barnstable Tmsr1 of Barnstable Zoningp Ooard cl Apppeals Zoning Board of Appeals Notice of Public Hearings under she Zoning 0sdinanee Noficeot Poblie Hearings under the Zoning Ord'mance Juna 28,2017 I June 20,2017 To all parsons Interested in or affected by The actions of Me Zoning. I '-To all persons Interested In a affected by ilia actions of the Zbrdng Board of Appeals,you are hereby mnifled,pursuant to Section lVal Board of Appeals,you are libreby notified,pursuant to Section 11.Of .. Chapter 40A of the Genetai laws of Um Commonwealth ot.:Massa I r Chapter 40A of the General Laws of the Commonwealth of Massa- chusetis,and all amendments Morsto,that a public hearing on the. chvsetls,and all amendments.thefdo,that a public hearing on Lhe following appeals will be held on Wednesday,June 28,2017 at the follawinpp appeals will be held on Wednesday,June 21%2017 atihe time Indicated; time htdlcated: Accessory Allatdable Apartment Program.uo PM Accessory Affordable Apartment Program-5:30 PM A public hearing before The Hearing Officer w6 bs held on the fol+ A public hearing before the Hearing Offlcet will be hold on the fol- lowing Comprehensive Permit appDpl102200,made pursuant To Chap- lowing CompI&MR31vs Permit appllcall"s,made pursuant to Chap• lot 408 of the General Laws of Me,Commonwealth of Massachusetts ter 4DB of the senora)laws of life Commonwealth of Massachusetts and Chapter 8,Section 16 of Me Code of the Town of Barnstable.the and Chapter 9,Section 15 of the code of the Tbwn'of Barnstable,the 'Accessory Affordable Apartment Progrem': •AccessoryAtfordable Apartrnfnl Program': 6:30 PM .Appeal No.2017.OSO Riche I 0:80 PM Appeal Ne:2pt7-1150 Rldts Robert&Diane Riche have applied for a Comprehensive Pemdl to I Robert&Diane Riche have applied for a ComDrobedtive Permit to convert a legal farnily apartment to a one-Dedroorrl accessary afford- I convert a iegahramlly apartment to a one-bedroom accessory afford- able apartment w8htn the aaisting dwelling.The subject property is ahis apartment wllhin Me exisaMg dwelling. The subject property Is addressed¢5 Thankful.Lane,Colon,MA as shown.on,Assessoes I addressed 55 Thankful Lane,Colult MA as shown on Assess Map 039 as Perot 031, It Is zoned Residence F. I Map 039 as Parcti 031.It Is zoned Residencd F. Zoning Board of Appeas•7:0 t Zoning Board 01 Appeals•7:00 PM , 7,00 PM Appeal No.2017.042 Cassldy !- 7:00 PM Appeal Ka.2017-042 Casaldy .' Seth P.Cassidy has applied for a Special Permit In accordance t Seth P:Casshir-has applied for a Sperms Permit in accordance with Section 240-47.1A(1)Family Apaffinenls. The applicant is pro- V with Seddon 24D-47JA(1)Family Apartmeals. The appncard Is pro- posing to(s•establ- a famly apartment consisting of approximately posing to re-establish afamily aparimerd eonslsOmJ of apprmdmatey , 1,100 square.feet in an existing detached accessory structure. Wilt- 1,100 square feet In an etdsting.detached.accessory structure. In sc- - cordanca with Section 240-47.1 A(1),the Zoning Board at Appeals I cordance with•Section 240.47.1 All),the Zoning Board of Appeals .. may allow a family apartment up to 1,200 square lest by a special t may astow a ramiy apartment up to'1,200 square last by a special patmlt Ilndln0.Tha properly is located at 116 Hopewell Lane,Cotult t 'permit 1lndinp:'The property Is located at 11B Hopewell Lank CotuB, MA as shown on Assessor's Mop 040 as parcel O65•:11 is In a Resi- 9 MA as shown on Assessors Map 040 as parcel lies, it Is In a Rai-,- dence F Zoning DlstBct deuce F ZOning UMdrt.. . 1:01PM Appeal No.2012-M- CaaeldY p 101.PM App0ahRo-2012.043 Cassidy H Seth P.Cassidy has petitioned,for a Varlairce from Section 240- s Seth P.Cassidy has petitioned for a Vafldtxe train Section Z50 47.1 A(3)Famly ApaAmenas, TAe petitioner Is propcsinp to esWD s 41.3 p(3)Family Apartmenb- .The Pdticnsr Is aposktg 40 eslao- tish a family apartment consisting of approximately 1,100 square fa[ Ikh•a family apartment conekllnp of approximately 1,1DO square feel In an existing detached accessory structure. Rellel Is requested tq. in an existing detached.accessary structure. Relief Is requested to Section 240.47.1 A(3),which requires lamilyy apartments to be lost- )_ Section 240.47.1 A(3),which requires family apartments to be local- ed within at connected to a stacte•family dwelling. The property Is ad within or connected to a single4apd y dwelling. The propeny,is located at 118 Hopewell Lane,Coluit MA as shown on Assessor's J. located at 110 Hopewell Lane,Cotuil,MA as shown on Assessers Map 040 as parcel 065.It is In a Resdence F Zoning District.•. Map 040 as parcel 05S..It Is in a Residence F Zoning Olstriet, .7.02.PIM :Appear No.2017 Q14- AfuiCaeln 7 02 PM 'Appeal No.2017 014 McCeAin Mark MoCarM,Trustee of Strawberry Hill Nominee Really Teusl,. y Mark-Mccorm,Trustee at Strawberry HOI Nominee Realty Trust, has applied for a Special Permit in accordance with Secoon-.240•.. n has applied lot a Special Permit in•accordance with'Section 2gll 25.C(1)KB Business Dislrld. The applitard Is-seeking a Conditional 2S.C(1)HB Business District. Ths applicant Is seeking'a ComdithUwl Use Special Permit to demolish an existing buildbnp and construct a Use Special Permit 10 demolish an existing building and construct a- new,two-stay office building far medical office use. The aublect d now,two-story.-oBlce bu0dh+g for medial office use. The subject property Is located at 1030 Falmouth Road.HyarmIs,.MA as,shown r property Is located a11030 Falmouth Road,.HyanNs,MA aS shown on Assessor's Map 250 as Parcel 085. it Is located In the Residence• r on Asaessots-Msp E50 as Parcel 085. tt is located In the Residence D-1 (RD•1), Highway Business(HB)and Groundwater Protection] 0-1 (RD-1), Highway Business.(HB)and Groundwater PrG0*n (GP)Overlay Zoning Drstdds.. .,. ._. (Op)Overlay Zoning Districts. . 7:03 PM .Appeal No.2017.049 B1oKegtha':,--� `7:08 PM Appeal Mo.201.7,e49 MCKarina Bonnie R.McKenna has applied for a Spew Permit In accordance f Bonnie FL McKenna has applled for a Special Permit In accerdanpe with Section.240.91.H(3)-Nanebhformigp Lot-Developed Lot Pro.•. with Section 240.91.H(3)-Nonconforming Lot'-oevdoped Lot Pro, lectien.. Tha applfcaM is proposing to demolish an exisling 1.179 foodon.-_The appkent• proposing.to demolish an existing i;38 square foot&Wiling with detached garape and build a new,two- square toot dwelling with detached garage and build a new, story,1-bedroom,1.860 square loot dwelling and accessory shed. story,4-bedroom,1,860 square loot dwelling and accessory shed: The*property is legated at 25 George Street Barnstable, MA as The property is located at 25 George Strait Barnstable. MA as -- shown on Assessor's Map 319 as Parcei'064. B Is locate In the shown on Assessors Map 312 as Parcel 064, It S located ht_the Flesldence B Zoning District Residence 8 ZoNnp DiStrICL These public hearings will be held at the.BarMtabte Town Hall,367 These public hearings will be held at the Barnstable Town MO.367 ) Main Streit,Hyannis,MA,Haring Room located on the 2mf Roar, Main.Street,Hyannis,MA,Hearing Room located on the 2nd Floor, ) Wednesday,June 28.2017.-Plans and appliations may be reviewed Wednesday,June 20,2617;vans grid appBadens'may be reviewed at the Zoning Board of Appeals 01loe,Planning and Development al Me Zonlnp Board or Appeals ounce,Planning and Deolopmabt l Department,Town 001ces,20D Main Sheol Hyannis,MJt. Department Town Offices.200 Main Street Hyannis MA 1 Brian Florence•.wit -- Brian Flbranee,Chair y Zoning Boald of Appeals Zoning Board of Appeal ` The Barnstable Patriot Tho-OernshDTe Pabiot June 9 and June 16,2017 June 9 and June 16,2017 Opt:COdOFiLINE i CAPE CODT[MFS� JOHN F. MEADE, REGISTER. BARNSTABLE COUNTY REGISTRY OF DEEDS RECEIVED & RECORDED ELECTRONICALLY COMcheck Software Version 4.0.7.0 Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: CCHC Medical Building Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 1030 Falmouth Rd Stephen DesRoches Hyannis,MA Griffith and Vary, Inc 12 Kendrick Rd Additional Efficiency Package Wareham,MA 508-295-0050 sdesroches@grifflthandvary.com Unspecified Allowed Interior Lighting Power A► B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) I-MOB(Health Care-Clinic) 19220 0.90 17298 Total Allowed Watts= 17298 Proposed Interior Lighting Power A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 11-MOI_(Health Cane-Cllnic) LED 1:A:2x2 LED Flat:LED Panel 33W: 1 108 31 3348 LED 2:Al:2x2 LED Flat Exam/Off:LED Panel 40W: 1 90 40 3600 Compact Fluorescent 1:B:CIF Pendant:Quad 2-pin 26W:Dimming: 1 4 26 104 LED 3:C:4"DNLT:LED PAR 10W: 1 31 10 310 LED 4:Cl:2"DNLT:LED PAR 8W: 1 38 8 286 LED 5:D:Elev Pit,LED PAR 15W: 1 2 15 30 LED 6:E:LED Strip:LED Panel 33W: 1 21 34 714 LED 7:H:2x2 LED Vol:LED Linear 22W: 1 2 23 46 LED 8:LED Other Fixture Unit 25W. 1 6 24 144 Total Proposed Watts= 8581 Interior Lighting Compliance Statement Compliance Statement. The proposed Interior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.0.7.0 and to comply with any applicable mandatory requirements listed In the Inspection Checklist. Project Title: CCHC Medical Building Report date: 09/29/17 Data filename: KACOMMON\Medcom-Rescom\1030 Falmouth Rd MOB\Elec\DOCs\CALCs\COMcheck.cck Page 1 of 6 ' Name-Title ign reLoll Date Project Title: CCHC Medical Building Report date: 09/29/I7 Data filename: K:\COMMON\Medcom-Rescom\I030 Falmouth Rd MOB\Elec\DOCs\CALCs\COMcheck.cck Page 2 of 6 f COMcheck Software Version 4.0.7.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column Is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be-met and how that is documented, or that an exception - is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions &Re .ID C103.2 ::Plans,specifications,and/or ;Complies [PRO ;calculations provide all information 013oes Not ;with which compliance can be ' determined for the interior lighting ' Not Observable and electrical systems and equipment []Not Applicable ;and document where exceptions to 'the standard are claimed.Information provided should include interior lighting power calculations,wattage of. bulbs and ballasts,transformers and control devices. C406 ;Plans,specifications,and/or Complies [13119)1 calculations provide all information Z]Does Not with which compliance can be determined for the additional energy �ONot Observable i <efficiency package options. UNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: CCHC Medical Building Report date: 09129/17 Data fliename: K:\COMMON\Nledcom-Rescom\1030 Falmouth Rd MOB\Elec\DOCs\CALCs\COMcheck.cck Page 3 of . 6 COMcheck Software Version 4.0.7.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0%were addressed directly in the COMcheck software Text in the "Comments/Assumptions"column Is provided by the user in the COMcheck Requirements screen.For each requirement,the user certifies that a code requirement will be-met and how that is documented, or that an exception - is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided, Section # Plan Review Complies? Comments/Assumptions &Re .ID C103.2 'Plans,specifications,and/or ;Complies (PR4)1 calculations provide all information ;❑Does Not !with which compliance can be ;determined for the interior lighting []Not Observable and electrical systems and equipment ZINot Applicable and document where exceptions to 'the standard are claimed.Information provided should include interior lighting power calculations,wattage of, bulbs and ballasts,transformers and control devices. C406 °Plans,specifications,and/or ;❑Complies (PR9)1 :,calculations provide all information :❑Does Not with which compliance can be determined for the additional energy °❑Not Observable: efficiency package options. °CINotApplicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Ter 3) Project Title: CCHC Medical Building Report date: 09/29/17 Data filename; K:\COMMON\Medcom-Rescom\1030 Falmouth Rd MOB\Elec\DOCs\CALCs\COMcheck.cck Page 3 of . 6 Section # Rough-in Electrical Inspection Complies? Comments/Assumptions &Re .ID C405.2.1 ;Lighting controls installed to uniformly'❑Complies [EL15]1 reduce the lighting load by at least ;❑Does Not 50%. ❑Not Observable ❑Not Applicable C405.2.1 !,Occupancy sensors installed In :❑Complies [EL18]1 ;required spaces. C7Does Not :❑Not Observable ❑Not Applicable C405.2.1,;Independent lighting controls installed;(]Complies C405.2.2, i per approved lighting plans and all '❑Does Not 3 manual controls readily accessible and [EL23]2 :visible to occupants. =❑Not Observable; ;[]Not Applicable C405:2.2. Automatic controls to shut off all '❑Complies 1 'building lighting installed in all '❑Does Not [EL2212 ;buildings. ;❑Not Observable :❑Not Applicable C405.2.3 Daylight zones provided with ❑Complies [EL16]2 individual controls that control the ❑Does Not lights Independent of general area fighting. :(]Not Observable', '❑Not Applicable C405.2.3, ;Primary sidelighted areas are :❑Complies C405.2.3. equipped with required lighting '❑Does Not 11 controls, C405.2.3. :❑Not Observable' 2 ❑Not Applicable [EL2011 C405.2.3, ;Enclosed spaces with daylight area ` ;❑Complies C405.2.3. under skylights and rooftop monitors []Does Not 1, are equipped with required lighting C405.2.3. ;controls. ;❑Not Observable 3 ;❑Not Applicable [EL21]1 C405.2.4 :Separate lighting control devices for ;❑Complies [EL4]1 ;specific uses installed per approved ❑Does Not ' lighting plans. '[]Not Observable '[]Not Applicable C405.2.4 ;Additional interior lighting power ❑Complies [EL8]1 :allowed for special functions per the ❑Does Not ;approved lighting plans and is ;[]Not Observable: f automatically controlled and separated from general lighting. ;❑Not Applicable C405.3 Exit signs do not exceed 5 watts per :❑Complies [EL6J1 :face. iODoes Not `❑Not Observable: ;❑Not Applicable Additional Comments/Assumptions: 1 Hlgh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 I Low Impact(Tier 3) Project Title: CCHC Medical Building Report date; 09/29/17 Data filename: K:\COMMON\Medcom-Rescom\1030 Falmouth Rd MOB\Elec\DOCs\CALCs\COMcheck,cck Page 4 of 6 LSection Final Inspection Complies? Comments/Assumptions .ID C303.3, Furnished O&M instructions for ❑Complies C408.2.5. systems and equipment to the ❑Does Not 2 building owner or designated [FI1713 ;representative. ,❑Not Observable ❑Not Applicable C405.4.1 :Interior Installed lamp and fixture ❑Complies ;See the interior Lighting fidure schedule for values. [FI1811 lighting power is consistent with what ❑Does Not is shown on the approved lighting plans,demonstrating proposed watts ;❑Not Observable :are less than or equal to allowed `❑Not Applicable watts. C408.2.5. Furnished as-built drawings for '❑Complies 1 electric power systems within 90 days ❑Does Not [FI1613 of system acceptance. ';[]Not Observable `❑Not Applicable C408.3 :Lighting systems have been tested to i0complies [FI3311 i ensure proper calibration,adjustment,K]Does Not i programming,and operation. ❑Not Observable UNot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2- Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CCHC Medical Building Report date: 09/29/17 Data filename: K:\COMMON\MedcorrrRescom\1030 Falmouth Rd MOB\Elec\DOCs\CALCs\COMcheck.cck Page 5 of 6 COMcheck Software Version 4.0.7.0 Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: CCHC Medical Building Project Type: New Construction Construction Site: Owner/Agem: Deslgner/Contractor: 1030 Falmouth Rd Stephen DesRoches Hyannis,MA Griffith and Vary, Inc 12 Kendrick Rd Additional Efficiency Package Wareham,MA 50EI-295-0050 sdesroches@griffMandvary.com Unspecified Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-MOB(Health Care-Clinic) 19220 0.90 17298 Total Allowed Watts= 17298 Proposed Interior Lighting Power A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1J0013(Health re-Clinic) LED 1:A:2x2 LED Flat:LED Panel 33W: 1 108 31 3348 LED 2:Al:2x2 LED Flat Exam/Off:LED Panel 40W: 1 90 40 3600 Compact Fluorescent 1:B:CIF Pendant:Quad 2-pin 26W:Dimming: 1 4 26 104 LED 3:C:4"DNLT:LED PAR 10W: 1 31 10 310 LED 4:Cl:2°DNLT:LED PAR 8W: 1 38 8 285 LED 5:D:Elev Pit,LED PAR 15W: 1 2 15 30 LED 6:E:LED Strip:LED Panel 33W: 1 21 34 714 LED 7:H:2x2 LED Vol:LED Linear 22W: 1 2 23 46 LED 8:LED Other Fixture Unit 25W: 1 6 24 144 Total Proposed Watts= 8581 Interior Lighting Compliance Statement Compliance Statement The proposed interior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.0.7.0 and to comply with any applicable mandatory requirements listed In the Inspection Checklist. Project Title: CCHC Medical Building Report date: 09/29/17 Data filename: K:\COMMON\Medcom-Rescom\1030 Falmouth Rd MOB\Elec\DOCs\CALCs\COMcheck.cck Page 1 of 6 'U � S�C'+��` ��s s • ZQ- 1 Rout i1� � 7 Name-Title ign re Date Project Title: CCHC Medical Building Report date: 09/29/I7 Data filename: K:\COMMON\Medcom-Rescom\I030 Falmouth Rd MOB\EIec\DOCs\CALCs\COMcheck.cck Page 2 of 6 v COMcheck Software Version 4.0.6.2 Envelope Compliance Certificate d V*13 ! Project Information Energy Code: 2015 IECC Project Title: Medical Office Buidling 0.9794 Location: Hyannis, Massachusetts �t y Climate Zone: 5a Project Type: New Construction ; Vertical Glazing/Wall Area: 14% Construction Site: Owner/Agent: Designer/Contractor: 1030 Falmouth Rd. Cape Cod Heathcare Medcom Architectural Hyannis, MA 02601 MA 118 Waterhouse Rd. Bourne, MA 02532 508-759-9828 Building Area Floor Area 1-Health Care-Clinic: Nonresidential 17700 Additional Efficiency Package Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical 4 ft.,[Bldg. 330 — 10.0 0.640 0.540 Use 1 -Health Care-Clinic](c) Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Health Care-Clinic] 8800 38.0 0.0 0.027 0.027 NORTH Exterior Wall 2:Wood-Framed,16"o.c.,[Bldg.Use 1 -Health Care- 1844 20.9 0.0 0.062 0.064 Clinic] Window 2:Vinyl/Fiberglass Frame:Operable,Perf.Specs.:Product ID 240 --- -- 0.310 0.450 Anderson,SHGC 0.40,[Bldg.Use 1 -Health Care-Clinic](b) EAST Exterior Wall 3:Wood-Framed,16"o.c.,[Bldg.Use 1 -Health Care- 2415 20.9 0.0 0.062 0.064 Clinic] Window 3:Vinyl/Fiberglass Frame:Operable,Perf.Specs.:Product ID 208 --- -- 0.310 0.450 anderson,SHGC 0.40,[Bldg.Use 1 -Health Care-Clinic](b) Door 4:Insulated Metal,Swinging,[Bldg.Use 1-Health Care-Clinic] 110 — -- 0.140 0.370 OUT Exterior Wall 4:Wood-Framed,16"o.c.,[Bldg.Use 1 -Health Care- 1844 20.9 0.0 0.062 0.064 Clinic] . Window 4:Vinyl/Fiberglass Frame:Operable,Perf.Specs.:Product ID 320 — — 0.310 0.450 Anderson,SHGC 0.40,[Bldg.Use 1-Health Care-Clinic](b) WEST Exterior Wall 1:Wood-Framed,16"o.c.,[Bldg.Use 1 -Health Care- 2294 20.9 0.0 0.062 0.064 Clinic] Project Title: Medical Office Buidling Report date: 10/02/17 Data filename: Z:\Drawings\2016\Commercial\Cape Cod Healthcare\1030 Falmouth Page 1 of 9 Road\ComCheck\1030FalmouthRD.cck ot, Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factorm Perimeter Window 1:Vinyl/Fiberglass Frame:Operable,Perf.Specs.:Product ID 396 -- -- 0.310 0.450 anderson,SHGC 0.40,[Bldg.Use 1 -Health Care-Clinic](b) Door 1:Glass(>50%glazing):Metal Frame,Entrance Door,Perf. 52 -- — 0.300 0.770 Specs.:Product ID Kawneer,SHGC 0.40,[Bldg.Use 1 -Health Care- Clinic](b) (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.0.6.2 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. MAQ-' 4�,zkz�- oq ZQ - t 7 Name-Title Signature Date Project Title: Medical Office Buidling Report date: 10/02/17 Data filename: Z:\Drawings\2016\Commercial\Cape Cod Healthcare\1030 Falmouth Page 2 of 9 Road\ComCheck\1030FalmouthRD.cck �y 3225 MAIN STREET P.O. BOX 226 U BARNSTABLE, MASSACHUSETTS 02630 CAPE COD • www.capecodcommission.org j (508)362-3828 Fax(508)362-3136 p 9 COMMISSION - s June3,2oi6 Via Electronic Mail { John W.Kenney,Esq. 1550 Falmouth Road,Suite 12 Centerville,MA 02632 Re: Jurisdictional Determination-DRI review j Proposed Redevelopment-1030 Falmouth Road,Hyannis Strawberry Hill Nominee Trust I Dear John: I provide this letter in response to your 6/2/16 email request on behalf of your client for an 1 informal jurisdictional determination concerning potential Cape Cod Commission mandatory Development of Regional Impact(DRI)review relative to the above-referenced roe j 4 project. Based on our prior discussions,and the description of existing conditions and the proposal 1 contained in your 6/2/16 email,the letter from Baxter Nye Engineering&Surveying dated 1/12/16,and the project plans',it is my opinion,after review of the same,that the proposed redevelopment does no require mandatory Development of Regional Impact(DRI)review, f ` specifically,pursuant to relevant Sections 3(e)and 3(f)of the DRI Enabling Regulations(as amended Nov.2014);the redevelopment,proposing to demolish the existing building and replace it with a new one on the property,does not constitute a Change of Use,and the proposed building does not increase Gross Floor Area by more than 1o,000 sq.ft.over the existing building's Gross Floor Area on the property. My opinion assumes,as the plans suggest,that the 1 proposed building does not contain habitable or occupiable basement area constituting Gross i! ` Floor Area as defined in the DRI Enabling Regulations. . Notwithstanding the above,please note that a municipal permitting agency or the Town Council in the Town of Barnstable;the Barnstable County Commissioners;or the Board of Selectmen in . another town in Barnstable County could make a Discretionary Referral of the proposal to the Cape Cod Commission,seeking DRI review of the project,under Section 12(e)of the Cape"Cod ; Commission Act. Furthermore,Commission regulations require DRI review for any proposed , development for which an Environmental Impact Report is required to be prepared under the provisions of the Massachusetts Environmental Policy Act. Plans entitled"Office Building 103o Falmouth Road,Hyannis,MA 026o1,Existing Floor Plans Sheet 1 A1.o dated 1/7/16,Existing Conditions(Site)Plan Sheet C2.o dated 12/29/15,,and(Proposed)Layout and Dimension Plan Sheet C3.o dated 12/29/15,"all prepared by Baxter Nye Engineering&Surveying for Strawberry Hill Nominee Trust. i I The opinions and determinations made herein are mine as Chief Regulatory Officer of the Cape Cod Commission. If you would like a formal Jurisdictional Determination from the Cape Cod Commission board,you may submit a request for the same in accordance with Section 120)of i the Cape Cod Commission Act. Please do not hesitate to contact me with any questions. S' ee ly, l I Jonathon ZIdma Chief Regulatory Officer. Cc: File Barnstable Cape Cod Commission representative via email E Jo Anne Miller Buntich,Director,Town of Barnstable Growth Management Dept.via email i Matthew Eddy,Baxter Nye Engineering&Surveying via email t i I I i f t i Campbell's Boat Works IJD DRI r MacArthur Blvd.,Bourne . January 2ot6 2 i �c�ic�tti�r�7,,.417 V Cape Cod lohlicax 7 Park Street Hyanrtis.:NIA 0-76t)l AttentiOW Mr. WIHim l-lttlTeity.DivectarPlant USin=WSIM-aint nc rft►rt~ c : Pr-e=Metrovation 1u cction Summary Ropit Forma Knights of'CQtumbm Building 1030 Pttlnvuth Road 114`znni-S�t iuv*cb sens VERTEX Projeet No.46V2T t7+eur.itr.!�fl�°at�f The Vertex Companies. Inc. (VERTEX) is, pled to pro'Vide you with this letter rqvn Somm3rizing the Visual 11 wciun hats ,,Mpling rvmlim froji the,pit-ONWMIltion InspCetion ptrl'r�tn ed at the Former Knit of Columbus BuIldint located W 1030 Falmouth Road in ll >ztttti , 1 ,saclt (tits i . Tht a o f the ins ` P +� p ion to itl atif}3 b -C;OAW aina VlAt als(AC 4s)wWSased l d Paint�vitich would be ct +in-1 to be mint#gird prior to demotWon act viti . �ht'�t,�Cie rttnlrtittt��tnt��ir�t�li�httir�n cChlt inaction card buttarnpte cotic°ctiitti �yt cortucte! b�� 4cltetr� C+ertii Asbcgos tnapectors, Scan Drain (AW00254 .and Viutt:ent. A�sta�d (�10621#5� � Scptembar l 17, tolzst of it'sntttictt le1i pnrs rt tIve httIL umPle Off t building rnater Lt%v collected. _the collected buts: samples,sue subrnittcd under a chain-of-custody to EINISl,of Cinrt>trnittactn. X-34 t bulgy;m1pics I-Wre analy-zed %ia;Polara�tl isi�itt�'�ltcrosc®pyA iPLMj a fdanc %xith 'U.S. 1<`mvitname-Rul Protection Agcnc (EPA)6MI- 3/1 I6 rocarn ended pr kcol-usin l L&I.. E'i.SL, New Jets y is acrredetid tttrtyugh the National Vnlant p UN tory Acrrattation P uratrt W to l 0,184)and is a Mvisachusdu c tit Ecd tuIA44icat 14bOrAtoty(AA00c 8). ut . trtplc collreted a+nd Aj"JV.W. In ornter to deterntitt the itirvit of sus �' pect ntstcriats zmd their.cmposition. quti epics,were collcoed in the ro Ilowing samplingsclictne which is derived twin At-t #t�k (40 CFft 763); or friable sur!'rscltt� materials. 3, 3s 7 br 9 random samples wen taken to deteamrric asbestos content dIc. ln8 on tine amount ormawrial in dv t "OWrteourcOr= pdr irl le A" rton-friable znisrellnn a► materials,2 or mm samples tiV= collected W analyzed to deter"intr asbestos content, i PIcAsc relit to Table I below which surntns6ze the sunple torattohs and anatytical aettlts. ply refer to,8'TAClllMENT A-Which ihclud �i s Laboratory Report. Sample Lomtions and Results Tablet Num &MpIelhscApoon Lovition Asbestos 130 It�-lA 13 N'tti[t I Iriar" ptc :ithehen ti t t�+c ca3 Bt l •1! !�" #tYEc� tloorrile iit i t� No I k-clev 1 'Aft S� tte Flour TH-C.tasty Isitli lien 1 13 t trd 00913.213 12"Oft'%k%ltt Floes 7 Etc Mastic �ttl�it _ None Mwed 0091 3A t?ry%vlll Main Room how Dom 80918.3t� t?�t"ll Club RLWM Now l 't€aM 1l091�iA Yell Calms ;� ?�'a ��trel 0091 :-5A Jaim cw ` and Main Roomlax iC t F1091"c k1m Cnru uod Club Rosin to E3eie+r:i 80918-513 16tnt 4 om ut�tt club Ruch lone Deuvied "09194E aolnt Com and Mice too I t t B0913-OA, Ixl Spline C;ci1I -- Main Root None Mt ed ItAt�11 1;: I xl - line COMMMahe R Nt OcIatod 80913-7A E+ttc ias4ictin Outside Now Detected B0619-SA As halt�" Ie f ut i ddc> 9 i2Ct.EYs$ 1l 51 . li Ax E�att i =1r Glut" Now Odretcd s f -'aunt Chin Sampling god Lencl Anal;*, VERTEX eoncaarmtly parbrmW print chip sc+rripling of-sevetal rinzxt Wrtasc that ;nty k irnp ctcd during the propmd dctttaliticm aclivttic .01"'ihc building f Nw.-Ited at �d3{t 1`ailnu�atlt Road. H+ tis MA VERTEX collected a tom of%vo�'21 mpre, taticV paint ehj-p sasrt les that - difficmd in color andlor saWtracs.71kc collected tVpresentataVc pairat chips4ropt lk'-VOC subillitted under a r _itr f-cnstc l?` to tr litlrwcl Iabotatory (LAM Anal)tt lY Inr- Ci€rnominsr..n; N)) tl�r #esad wwlyik IF-PA t C )S t f?? , Hle tvfcr to ATTACHN1LVIr 0,vvhkh Includcs the labontory anal-tical results Please, refer to Table It bclo%v for ac tanrrmatr;��od'tl putt chip saanirlr MO $ample Lucattions and 1tc�ultir ; "altlrt IfSatrttpTc �urstt ship _ � � turrtlirr *` Coal Sttrttplca#1rt, iitttt# Cotiut +�tt I.PC-6?�l 8-t)I there Maim C rtt F'C-09l&#2 Cr v 3 rttcnt concrete QI S As identified uWv4 lead Wis not deteciW w*t.hbi any of the point chips analyx,,cd at the 1030 Falmouth Rozad Building_ lus, iticd on tht obsicryatio m during the i"spwion and #VVjC% of the attached xtalytccar;l results of the sit m.11MAK it,ha s bew tle*nnimd tlm fits fall+,%%ins rttateri is Mv 10j.&I On Co #� t1l Clt Oucd oil the obsciikstiOns made during the lmpoctlon atin revieW of the =rhcd anal yueal tewts or the suspect materials. it IMS been dacniliftM that tlsc fdllowir materriais lead ba.%•d Taint Was'"01 dcW ted. Roz sanable c€'farts were rule to detenulne thv locnions and quantities or ACMIs. In ibc event ditional suspLrt .m.�ttcrials discovered 4prin . future reytovation arctivitim V1:1t C utmttettds ilectin l l��cin satntpl of the matevials for atsb��tos. content pra()r to 1#nrf ' " fc signal Opintoiu #r acted irr dais surrrrr wv later am based on inromintion"wle available . to VERTEX either by review ofdata providttl by 0ilter°s ordat:a gairir:cl by VERTEX leer nel VERTEX It hats that data OtlwrW and presented by VERTEX in this summed ry leur via ll'ected'in art APPMp late manner in accordance with brocralkv accepted methods and practices } i VERTEX cannot be r�sponsiblc Jar dcLi ions rtiadc by our client Skly on the ba is Of economic to ctom. Conditions dowribed In this sul muY. .Iturr we're crsest at the tirmc f Ow inspCC64MI. melees otherwise stated. VERTEX obs4•rved oily,the conditions wW lotion al rib l in Ilk summary Iater at the time indicated. VERTEX atnalged only the substmices,cttndi.t aais,'atrid locations dkkribcd in the re pri at the ureic di , Please do not l-SitAte to COMM us of m�ur c+�rtteralt�nte, �irauld y � ltn�c grey y tintres Of comments,rcgurdi ng this 5ummary leacr or our mcominendatims. �iatrcrely,The Vertex Cltne9putes,Inc. 'Fitt Astir Assi rnt%rice Pmsidmt r�tta�sbrraere A,ttaclirncat A.-ENISL Ar lyrical PW Amlys;s Laboratory Repori Attachment A:EMSL Analytical Pant Chop Anal}si.4,Diu Rqmtt V111r ## 1 k n w.; t EMSL Ord or. 0411215 EMSL Analytical, Inc. M itnalts$30 Nam Cmamoltsm- OU alm 2241ws tiow?"?'S it8t9rfiAt Taww.i 11 tt ap+€A0 4 t 3 tM i Mf lcca» pmI tt.to Thq Vemx Ct .Im, F ( t)33&-3543 ftymmCk MA 02t* Ana"ir,Data. 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(781)S ,, i The Vartox Companies.Inc. l .' # 400 Ubbey Parkway VW-M17 1013 AM Weymouth,MA 02189 c� ortt a' prate sr ► Test Report: Lead In Paint Chirps by Flame AAS(SW 846 3050EW70Goor CtrurVrlew 14to to Ceartcxnn# C« Ltd WMW44M First tom-was Partl t'l+M POS C1110 "rOJ 20ti8465i�{ �$1t&+Ftli7 8 2017 A=%wt. ; {ram r +atr �+ v, t.srs . a� � strx * ea , « , . sr e �roc�rrsua� es Owai4K SAMM e Wow s* tea+ + sit i as"1wwtK saret.� 3.crr�pea�a+a.e�a pogei ,p+�^xi'a w+ t?w e . ,Opt"a" e a .nw a sa�utp„ a ar it iX 9t%t i. fad u t inast3Cs a >�a. a *!+ c osa e+mrntr u r +yirstr iu v+�sa u+a s 44 13V.ELi*�'gAH :t![tl'R1�F.@ldf�"9I.t�>�,"X11�9�FFS#1SSRsixlipi�;.F� 3�e7,Ht�yft.idA°,t1.�i...t`.F�-1.Rs..7!".�:�'5+� Oi .` � a 'Ust R c ` MftQr''7=3 wed.22=17070MAli ti�..:P tall. - - 9 Ell _ r+r , . -�r,.�..«� �.n &S' � �� �.:. F�� � �'+ �sr_ _.-� � - r ,. ., M mow;... :.aF�a.. ew='�''►a. - ..�� 9�wt@«t kdm�„�8'3,� +maw._. +r,, 40. .t,a..sx--•ice € � ' Lip' F iC � ;,.,, F �'.. �"Irk, 31, 101 + &� 00 10 Ic ri CL wwr o �+ : IN 40 1 I'l �l oil Poo ol rn tt � ,�;:• „rya, r' rra+r" �.i�� ` ,,,, s �' ��F' fit^' £ITL F, 9g C .... qq 'ICJ+. 1. ' ILI' Massachusetts Department of Environmental Protection I eDEP Transaction Copy Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: MEDCOM Transaction ID: 960793 Document: n4 06-Construction/Demolition Notification Size of File: 227.93K Status of Transaction: In Process Date and Time Created: 10/2/2017:2:50:25 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 06 Pre-Form Notification Prior to Construction or Demolition 17L I r This is a revision to an existing form. Project ID for existing form to be revised: I— This job is being conducted under a Blanket Permit MassDEP assigned Blanket Authorization ID: F This job is being conducted under a Non Traditional Abatement Work Practice Permit. MassDEP assigned Non Traditional Work Practice Authorization ID: W None of the above conditions apply,generate a new form. Revised: 11/13/2013 Page 1 of 1 A Massachusetts Department of Environmental Protection >oo273ss2 ` .. BWP AQ 06 Notification Prior to Construction or Demolition Asbestos Project# = ' C Project Revision r Project Cancellation A.Applicability A Construction or Demolition operation of an industrial,commercial,or institutional building,or residential building with 20 or more units is regulated by the Department of Environmental Protection(MassDEP),Bureau of Waste Prevention,Air Quality Division,under Regulations 310 CMR 7.09.Notification of Construction or Demolition operations is required under 310 CMR 7.09(2)ten(10)working days prior to any work being performed.The following information is required pursuant to 310 CMR 7.09. 1.Is this a fee exempt notification(city,town,district,municipal housing authority,state facility,owner-occupied residential property of four units or less)? r- a.Yes W b.No 2.Blanket Permit Project Approval,if applicable: Approval ID# 3.Non-Traditional Asbestos Abatement Work Practice Approval,if applicable: Approval ID# Instructions: B. Facility Description 1.All sections of this form must be 1.Facility Information: completed in order to 1030 FALMOUTH ROAD 1030 FAMOUTH ROAD comply with the a.Name of facility b.Street Address Department of Environmental BARNSTABLE MA 026320000 5087599828 Protection c.City/Town d.State e.Zip Code f.Telephone notification requirements of 310 MICHEAL BACHSTEIN FACILITIES DIRECTOR CMR 7.09. g.Facility Contact Person h.Facility Contact Person Title 2.Submit Original 7744876290 MB@CAPECODHEALTH.ORG Form To: i.Facility Contact Person Telephone j.Facility Contact Person Email Commonwealth of Massachusetts k.Facility Size: P.O.Box 4062 Boston,MA 02211 3675 1 1.Square Feet 2.Number of Floors MassDEP Use Only 1.Was the facility built prior to 1980? r 1.Yes F 2.No m.Describe the current or prior use of the facility: Date Received ABANDONED n.Is the facility a residential facility? r.1.Yes 17!�2.No o.If yes,how many units? 2.Facility Owner: r- Same address as Facility STARBERRY HILL NOMINEE TRUST 43 HOOLINGSWORTH a.Facility Owner Name b.Address OSTERVILLE MA 026550000 5087763674 c.City/Town d.State e.Zip Code f.Telephone 3.Facility On-Site Manager/Owner Representative: r' Same contact person as facility Same address as facility r Same address as owner MICHEAL BACHSTEIN 27 PARK STREET a.On-Site Manager/Owner Representative b.Address Hyannis MA 02061 7744876290 c.Cityrrown d.State e.Zip Code f.Telephone Revised:03/17/2014 Page 1 of 3 Massachusetts Department of Environmental Protection 100273852 BMT AQ 06 Asbestos Project# Notification Prior to Construction or Demolition r Project Revision r Project Cancellation C. General Project Description 1.This project is: rV New Construction Demolition Renovation 2.Project Dates: 11/1/2017 6/1/2018 a.Project Start Date(MM/DD/YYYY) b.Project End Date(MM/DDNYYY) 3.General Contractor: TBD TBD a.Name b.Address TBD MA 000000000 0000000000 c.City/Town d.State e.Zip Code f.Telephone TBD 0000000000 g.General Contractor's On-site Manager/Foreman h.Telephone 4.Construction or demolition contractor: R_ Same as General Contractor TBD TBD a.Contractor Name b.Address TBD MA 000000000 0000000000 c.City/Town d.State e.Zip Code f.Telephone TBD 0000000000 g.Construction and Demolition On-site Manager h.Telephone 5.Licensed Construction Supervisor: TBD 0000000 a.Supervisor Name b.Construction Supervisor License(CSL)Number 6.Is the entire facility to be demolished? Fe a.Yes 1-b.No 7.Describe the area(s)to be demolished: EXISTING BUILDING 8.Describe the building(s)or addition(s)to be constructed: NEW 2 STORY OFFICE BUILDING 9 a.Were the structure(s)surveyed for the presence of Asbestos-Containing r 1.Yes f-2.No Material(ACM)? b. Who conducted the survey? SEAN DRAINMNCENT AGOSTINO A11000254 1.Name of Asbestos Inspector 2.DLS Certification# Revised:03/17/2014 Page 2 of 3 Massachusetts Department of Environmental Protection 100273852 BWP AQ 06 Asbestos Project# Notification Prior to Construction or Demolition r Project Revision L r—,. Project Cancellation C. General Project Description (continued) 10 a.Was asbestos containing material(ACM)found? 1.Yes W 2.No General b.If ACM was found during the survey,please provide the Asbestos Statement:If Notification Form(ANF)Project Number. asbestos is found 11.For demolition and construction projects,indicate dust suppression techniques to be used: during a Construction p J � pp 9 or Demolition a.Seedingb.Wetting c.Covering operation,all r g $ d.Paving e.Shrouding responsible parties must comply with 310 r f.Other-Specify: CMR 7.00,7.09,7.15, and Chapter 21E of the General taws of 12.Is this an Emergency Demolition Operation? r a.Yes r b.No the Commonwealth. This would include, but would not be c.Name of MassDEP Official who evaluated the emergency limited to,filing an asbestos removal d.Title notification with the Department and/or a notice of e.Date of Authorization(MM/DD/YYYY) f.MassDEP Waiver Number release/threat of release of a D. Certification hazardous substance to the Department,if "I certify that I have personally GREGORY B SIROONIAN applicable. examined the foregoing and am 1.Print Name familiar with the information GREGORY B SIROONIAN contained in this document and 2.Authorized Signature all attachments and that,based on my inquiry of those GREGORY B SIROONIAN individuals immediately 3.Position/Title responsible for obtaining the PRESIDENT information,I believe that the 4.Representing information is true,accurate,and 10/2/2017 complete. I am aware that there 5.Date(MM/DD/YYYY) are significant penalties for 10/02/2017 submitting false information, including possible fines and 6.P.E.# imprisonment.The undersigned hereby states, under the penalties of perjury,that I am aware that this permit application or notification shall not be deemed valid unless payment of the applicable fee is made." Revised:03/17/2014 Page 3 of 3 f Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369-1138 MAIN STREET OSTERVILLE,MASSACHUSETTS 02655 4,aS�osr www.commwater.com z � � OFFICE OF V WATER BOARD OF WATER COMMISSIONERS DES_ g WATER SUPERINTENDENT NS TEL.No.508428-6691 FAX.No.508-428-3508 October 3,2017 f3 1 Barnstable, Town of Building Department 200 Main Street Hyannis, MA 02601 Re: Account#6080 (aka Knights of Columbus Building) Strawberry Hill Nominee Realty Trust %Mark McCartin 1030 Route 28 (Falmouth Road),MA i To Whom.It May Concern: - On November 9, 2015 the water service was disconnected at the water main for the property mentioned above. Please be advised there is a Water Easement that this service was tapped off of and the Water Easement is located from Wequaquet Lane to Route 28 (Falmouth Road). It is our understanding that the current owner plans to demolish this building and will install a new water service at a later date. If you have any questions,please call our office at 508-428-6691. ver)�July your b } Craig ocker Superintendent CC/jw Cc:Medcom Arch l f i nationalg rod 40 Sylvan Road Waltham, MA 02451 , October 3, 2017 1 Attn: Greg Serinian Re: 1030 Falmouth Rd, Centerville MA This letter is to notify you that the gas service located at 1030 Falmouth Rd, Hyannis MA was cut and capped for demolition on July 8th, 2016. Please be sure to call Dig Safe before demolition. If you have any questions, please feel free to contact me at 781-907-2074. Thank you, "aerl(197m— tairt� Bob Fontana Gas Connections Rep. nationalgrid robert.fontana@nationalsrid.com (781) 907-2074 _ 1 NSTAR Electric&Gas Company EVERSvURCE , one NSTAR Way,Westwood,Massachusetts 02090-9230 ENERGY October 15,2017 Mark Mccartin 1030 Falmouth Rd Centerville MA 02601 RE: 1030 Falmouth Rd,Centerville To Whom It May Concern: At Eversource,we're committed to delivering great service. This letter serves as confirmation that,as of October 15,2017 the electric service to above address has been removed. 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)441-3365 Sincerely, QG7 '& Si Ho New Customer Connects Initial Construction Control Document To be submitted with the buildingpermit application by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cape Cod Healthcare Medical Office Building Date:8-25-2017 Property Address: 1030 Falmouth Road Hyannis,MA 0206.1 Project: Check(x)one or both as applicable:X New construction Existing Construction Project description:New Exam Rooms,Office Area and Future Office. I Wayne E.Mattson MA Registration Number: 41546 Expiration date:.6/30/2018 ,am a registered design.professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning Architectural Structural Mechanical X Fire Protection Electrical Other: for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. .I understand and agree that I(or my designee)shall perform the,necessary professional services and be present on the construction site on a regular and periodic basis.to: 1. Review,for conformance to this code and the design.concept,shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed ina manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent, comments,in a form acceptable to the building official. Upon completion.of the work,I shall submit to the building official a`Final Construction Control Document'. ZH OF Enter in the space to the right a"wet"or E. electronic signature and seal: WAYNE�Anso� ECHANICAI NO.41546 Phone number: 508-295-0050 Email:wmattson@griffithandvary.com (OMPA.. Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an'x'pr"oject design plans.computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description: Version 06 11 200 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8"' edition of the ea Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cape Cod Healthcare Medical Office Building Date:8-25-2017 Property Address: 1030 Falmouth Road Hyannis,MA 02061 Project: Check(x)one or both as applicable:X New construction Existing Construction Project description:New Exam Rooms,Office Area and Future Office. I Wayne E.Mattson MA Registration Number:41546 Expiration date: 6/30/2018 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Structural X Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted- engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work.is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction tN OFQQq�_ Enter in the space to the right a"wet"or electronic signature and seal: MECHANICAL NO.4154 Phone number: 508-295-0050 Email wmattson@griffithandvary.com Building Official Use Only Building Official Name: PermitNo.: Date: Note.1,:-Indicate with an`x'projectdesign plans,computations and specifications that you prepared or directly supervised.l `other'is chosen, provide a description. Version 06 11 2013 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional .7" for work per the 8`h edition of the a Massachusetts State Building Code, 780 CNK Section 107 Project Title: Cape Cod Healthcare Medical Office Building .Date:8-25-2017 Property Address: 1030 Falmouth Road Hyannis,MA 02061 Project: Check(x)one or both as applicable: X New construction. Existing Construction Project description:New Exam Rooms,Office Area and Future Office. I Robert C.Bravo MA Registration Number: 46657 Expiration date: 6/30/2018,am a registered design professional,and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Structural Mechanical Fire Protection X Electrical Other: for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. 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.Document'. Enter in the space to the right a"wet"or OF electronic signature and seal: =5V0 C. 65 Phone number: 508.295.0050 Email: rbravo@griffithandvary.com 0 HAt Building Official Use Only Building Official Name: NnnitNo.: Date: Note 1.Indicate with an`x'project design plans,`computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 1.1 2013. FLoOD CONSULTING Structural Engineering PROGRAM OF STRUCTURAL TESTS AND INSPECTIONS For compliance with Chapter 17 of the 8'Edition of the Massachusetts State Building Code Project: Cape Cod Healthcare—Medical Building_ Project Address: 1030 Falmouth Road,Hyannis,MA Project Owner: Cape Cod Healthcare Owner's Address: 1030 Falmouth Road,Hyannis,MA Structural Engineer of Record: Flood Consulting Architect of Record: RESCOM Architectural,Inc. This program of Structural Tests and Inspections is submitted as a condition for permit issuance in accordance with Chapter 17 of the 8' edition of the Massachusetts State Building Code. It includes a schedule of Structural Tests and Inspections applicable to this project as well as the names of individuals and the identity of other agencies intended to be retained for conducting these tests and inspections. The Structural Engineer of Record (SER) shall review records of all inspections and tests. These tests and inspections shall be furnished to the Building Official, Owner, and Architect of Record by the relevant agencies. The SER shall review inspections and testing reports and shall give written notice of non-conforming work to the Contractor for correction and the Owner's representative. The Program of Structural Tests and Inspections does not relieve the Contractor of his/her responsibilities and obligations to comply with the Contract Documents. Furthermore,the results of the Program of Structural Tests and Inspections do not relieve the Contractor of his/her responsibilities. Interim reports will be submitted by the Structural Engineer of Record to the Building Official, Owner, and Architect of Record. The schedule of interim reports shall be approved by the Building Official prior to permit issuance. A final report,documenting completion of all required Structural Tests and Inspections and correction of any discrepancies noted in the interim reports will be submitted by the Structural Engineer of Record to the Building Official, Owner,and Architect of Record prior to the issuance of a certificate of use and occupancy. Job site safety is solely the responsibility of the Contractor and not part of the Program of Structural Tests and Inspections. Material and activities to be inspected do not include the Contractor's equipment or t e means,methods,and procedures used to erect or install the materials or assemblies listed. OF Prepared by the Structural Engineer of Record: a' STACY �Oy� Stacv R.Flood P . Nam FLOOD am y 14No.42668 o STRUCTURAL a 6 09/29/17 ��900w�P``�o<�4� Signature Date Registration Seal �drpMAL �a Owner's Authorization: Building Official's Acceptance: Name(please r' ) Name(please print) Signatuik Date Signature Date 56 Laurel Drive Hudson, MA 01749 • TEL: (978) 562-6499 • FAX: (978) 562-6246 Page-2 Schedule of Structural Tests and Inspections The following sheets comprise the Schedule of Structural Tests and Inspections for this specific project. The Construction Divisions which require Structural Tests and Inspections are as follow: Construction Division No. Division 2 • *Soils&Foundations • *Prepared Fill Division 3 • Cast-In-Place Concrete Division 4 • Unit Concrete Masonry Division 5 • Structural Steel • Steel Joists • Steel Deck • *Metal Fabrications Division 6 • Wood Construction *This item is specified in the construction documents to be designed by another registered professional engineer on a performance basis. In accordance with Chapter 17 of the eighth (81) edition of the Massachusetts State Building Code,the design of this item shall be reviewed by the SER. The Engineer of Record for this item shall visit the site to verify that construction.has been completed in accordance-with the submitted documents. FIRM NAME ADDRESS L Structural Engineer of Record Flood Consulting(FC) 56 Laurel Drive Hudson,MA 01749 (978)562-6499 FAX(978)562-6246 2. Architect RESCOM Architectural, 118 Waterhouse Road Inc.(ARCH) Bourne,MA Phone(508)759-9828 FAX(508)759-9802 INSPECTION AGENCIES FIRM NAME ADDRESS 1. Geotechnical Engineer To Be Determined(GE) - Phone(xxx)xxx-xxxx FAX(xxx)xxx-xxxx 2. Testing Laboratory Briggs Engineering& 100 Weymouth Street,Unit C-2 Testing,Inc.(TL) Rockland,MA 02370 Phone(781)871-6040 FAX(781)871-7982 Page-3 �. SOILS&FOUNDATIONS-02200 For a Program of Structural Tests and Inspections, see the Civil Engineer for Soils and Foundations. B. PREPARED FILL-02200 For a Program of Structural Tests and Inspections, see the Civil Engineer for Prepared Fill. C. CAST-IN-PLACE CONCRETE-03300 ITEM AGENTS SCOPE 1. Mix Proportions and Mix FC,TL Review the concrete mix proportions(FC);perform on-site inspection for the Techniques use of proper mix proportions and mix techniques TL). 2. Material Certificates FC Review material certificates for conformance with the construction documents. 3. Batching Plant FC,TL Review plant certifications and quality control procedures(FC);perform in- lant ins ections as required to insure concrete quality(TL). 4. Reinforcement and FC,TL Review the job standards for reinforcing steel and embedded items;inspect the Embedded Item size,quantity,condition,and location of the in-place reinforcing and Installation embedded items for conformance with the construction documents and the approved shop drawings FC,TL). 5. Formwork Geometry TL Inspect the in-place formwork for general conformance with the construction documents. 6. Concrete Placement FC,TL Observe concrete placement operations,including hot and cold weather placement procedures,for conformance with the proper techniques indicated in the construction documents(FC,TL);during concrete placement,prepare four(4)test cylinders per 50 cubic yards and perform slump and air content tests in accordance with the construction documents(TL). 7. Curing and Protection FC,TL Review hot and cold weather protection procedures(FC);after concrete placement,observe curing and protection procedures for conformance with the reviewed protection procedures(TL). 8. Evaluation of Concrete FC,TL Perform strength evaluation tests on concrete cylinders in accordance with the Strength construction documents(TL);review the concrete test reports for conformance with the construction documents(FC). D. STRUCTURAL STEEL-05100 ITEM AGENTS SCOPE 1. Fabricator Certification FC,TL Review the fabricator's and welder's certificates and the fabrication shop and Shop Quality Control quality control procedures(FC,TL). Procedures 2. Material Certificates FC Review material certificates for conformance with the construction documents. 3. Bolting FC,TL Review field and shop bolting procedures for conformance with the construction documents(FC); inspect,and test as required,all field and shop bolted connections for conformance with the construction documents and approved shop drawings(TL). 4. Welding FC,TL Review field and shop welding procedures for conformance with the construction documents(FC);visually inspect all field and shop welded connections for conformance with the construction documents and approved shop drawings and field test all moment connection welds(TL). 5. Structural Assemblies and FC,TL Inspect all installed structural assemblies and connections for compliance with Connections the construction documents and approved shop drawings. Page-4 E. UNIT CONCRETE MASONRY-04200 w ITEM AGENTS SCOPE 1. Material Certificates FC,ARCH Review material certificates for conformance with the construction documents. 2. Proportioning,Mixing, TL,ARCH Inspect field proportioning,mixing,and consistency of mortar and grout for and Consistency of conformance with the construction documents. Mortar and Grout 3. Evaluation of Masonry TL,ARCH Sample and test the masonry mortar and grout,the concrete masonry units, Strength and concrete masonry prism,at the approved frequency,for conformance with the construction documents. 4. Masonry Installation, FC,TL,ARCH Inspect unit masonry installation,mortar application,and grouting operations Mortar Application,and for conformance with the construction documents and approved shop Grouting Operations drawings(FC,TL). 5. Reinforcement and FC,TL,ARCH Inspect the size,quantity,condition,and placement of reinforcing and Accessory Installation accessories for conformance with the construction documents and approved shop drawings(FC,TL). 6. Masonry Anchorage and FC,TL,ARCH Inspect the anchorage of masonry to structural members,foundation walls or Embedded Items other construction,and the installation of embedded items for conformance with the construction documents and approved shop drawings(FC,TL). 7. Weather Protection FC,TL,ARCH Review curing and protection procedures(FC);inspect the protection of masonry during hot and/or cold temperatures for conformance with the reviewed protection procedures(TL). F. WOOD CONSTRUCTION-06100 ITEM AGENTS SCOPE 1. Material Grading FC,TL Verify provided material meet the requirements of the construction documents. 2. Fabricator Certification TL Inspect shop fabrication and quality control procedures for wood truss plant. and Quality Control Procedures 3. Connections TL Inspect field installed wood connections. 4. Framing and Details TL Inspect size,spacing and direction of wood framing materials. 5. Diaphragms and Shear TL Inspect the size,configuration,blocking and fastening of shear walls and Walls diaphragms.Verify panel grade and thickness. Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8th edition of the a Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cape Cod Healthcare—Medical Building Date: September 29,2017 Property Address: 1030 Falmouth Road,Hyannis,MA Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: Structural design and detailing of new two story wood-framed office building. 1, Stacy R.Flood,MA Registration Number: 42868 Expiration date:June 30,2018 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: l.. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. OF yAs Enter in the space to the right a"wet"ors STACY A 'Py�m electronic signature and seal: o R. O !s`15' Phone number: (978) 562-6499 Email: srflood@verizon.net Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 i� I Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8th edition of the o- Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cape Cod Healthcare Medical Office Building Date:10-2-2017 Property Address: 1030 Falmouth Road Hyannis,MA 02061 Project: Check(x)one or both as applicable: X New construction Existing Construction Project description:New Exam Rooms,Office Area and Future Office. I Gregory B. Siroonian MA Registration Number: 9748 Expiration date: 8/31/2017 ,am a registered design professional, and I have Prepared or directly supervised the preparation of all design plans,computations and specifications concerning x Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: l. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. 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�ControFDocument'. Enter in the space to the right a"wet"or l �, N0 �$ 1 electronic signature and seal: VIA J, , Phone number: 508 759 9828 Email: gbs@MEDCOMarch.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 BAXTER NYE , '3 , ENGINEERING &- NINE Naffnineem SURVEYING .n. _ - , Str' 'awberry Registered Professional Engineers ..25 Trust and Land Surveyors 1�4 78 North Street -3rd Floor Hyannis, Massachusetts 02601 Phone — (508) 771-7502Site Fox — (508) 771-7622 www.baxter—n ST 1030 Falmouth Road ItHyannis, Massachusetts i W.. EDD N CIVIL ' tyo.43 Q r Applicant: Engineer/Surveyor: Strawberry Hill Nominee Trust BAXTER NYE ENGINEERING&SURVEYING SOH Registered Professional c o N s u A r Engineers and Land Surveyors s 78 North Street-3rd Floor,Hyannis,MA 02601 Phone: (508)771-7502 Fax: (508)771-7622 ATl`N:Matthew Eddy PREPARED FOR: 1 no @m 3 G1k7(%p �6�()C� fl" _ �o o' Strawberry Ht71 Nominee Trust Issued for: Site Plan Review (04/13/2017) of L5Ags�c Job Number: 2013-060 SHANE �GN M MALLON CA PLAN SHEET INDEX No` 37� No. DRAWING TITLE SUM, C 0.0 Cover Sheet. C 1.0 Legend and General Notes g s C 2,.0 Existing Conditions Plan F a o C 3.0 Layout and:Dimension Plan m C 3.1 Sight Distance Plan D •- o C 3.2 Landscape Plan a C 33 Turning Template.Plan G 4.0 Grading &Drainage Plan = _ _ o C 4.1 Stormwater Management Facilities Enlargements C: 4.2 Roof Drainage Enlargement C 4.3 Roof Drainage Enlargement ' V C: 4.4 Stormwater Management Facilities Cross Sections w G 4.5 Stormwater Management Details u F C 5':0: Utility Plan m Oz G: - `1 Sanitary Sewer Profile SHEET TITLE C 6`.'0 Detail Sheet Cover Sheet C 6.1 Detail Sheet C' &.2` Cultec Details SHEET NO Como V ■ D ATE:11. 14 14 i - ,................................:............................................-.......................................................................... .. - FOR PERMIT ONLY/NOT FOR CONSTRUCTION SCALE: - � ORAW ry/DESIGN BY:SflY CHECKED BY:NBE JOB NO:201J-BBB C A D a F I L E:2011-0060 OVAn Aee�wAnoNs GENERAL CONSTRUCTION NOTES BAXTER NYE LE(`EV (ALL REFERENCES 70'CONTRACTOR'SHALL MEAN.THE GENERAL CONTRACTOR OR HIS SUB-CONTRACTORS.) 25. ALL PROPOSED WALKWAYS WILL•BE HANDICAPPED ACCESSIBLE. ALL PROPOSED SLOPES ON WALKWAYS SHALL BE LESS THAN 5R AND ALL CROSS SLOPES K 2R. y.= BOW PROP MIT PROP _ ABAN_ ABANDON I. ALL WORK g MATERIALS SHALL BE IN ACCORDANCE WITH MASS HIGHWAY DEPARTMENT THESE ARE MAXIMUM SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN ENGINEERING& L�Z PROPERTY LINE UNE ADJ AMENDED UNLESS IS NFRWISE NOTED, THERE ARE BRIDGES DNB OF THECURRENTLY AMERICANS WITH DISABILITI ACCORDANCE WITH THE ES ACT RENT REQUIREMENTS COMMONWEALTHCOMMONWEAL OF FMASSACHUS ITS. BOARD. : ' % APPROXIMATE SPECIFICATIONS OR PROJECT DOCUMENTS,THE HIGHER STANDARD SWILL APPLY. ARCHITECTURAL ACCESS BOARD. SURVEYING ',• PROJECT LIMIT LINE -'m' m OVERFLOW MAIN' RE BITUMINOUS Bow . RKNT-OF-WAY/RNPERTY UNE 4'RO- -DE- ROOr DUN - BC DrIADM US;CUI✓B ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS, 26.FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE " AS CURRENTLY AMEN G.WHICH ARE APPLICABLE TO THIS PROJECT. ALL WORK SHALL REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO Registered Professional Engineers •i5 EASEMENT ''- -s - SEWER WE - ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR BOC BO101 ORB FURTHER CONFORM TO SPECIFIC REQUIREMENTS,SPECIFICATIONS.ORDINANCES AND --'-- - GUIDING SETBACK "C' "" -CHW­ OVERHEAD ELECTRIC,TELEPHONE g FIR AWOL DOS BOTTOM!s SLOPE INTERPRETATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL and land Surveyors x -W - HATER UNE 8011 BOf10Y O COAL - DETERMINATION OF APPLICABLE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH STATE HIGHWAY BASELINE JURISDICTION,SWILL BE THE RESPONSIBILITY OF EACH CONTRACTOR,AS SHALL BE THE MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. 78 North Street - 3rd Roar Io.DD mwo P _Fp- EIIE PROTECTION LINE O® CAP.COD BON ANALYSIS OF ALL SUCH CODES AND STANDARDS IN REGARD TO THEIR APPLICABILITY TO THE � � �; -' ` BASEUKE -O - GAS LINE PROJECT FOR SECURING ALL APPROVALS AND PERMITS. 27. ALL ELECTRICAL,TELEPHONE,DATA/CODA AND FIRE DEPARTMENT CONDUITS ARE TO HyOnnis, Massachusetts 02601 ------- CONSiRUCTON LAYOUT -- '- CSE - BE INSTALLED BY THE ELECTRICAL CONTRACTOR. TRENCHING, BACKFILUNG, -F - -E ECO ONDSON CONTROL BLANKS _ EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, CONCRETE WORK AND STREET REPAIR SHALL BE PERFORMED 8Y THE GENERAL •� • �•� ZONING UNE qt U1mQilR01U1D EIEC77NC,DATA/COWUNGTmPS ONES CONTRACTOR/SITE CONTRACTOR. _ Phone (SOB) 771-7502 -,,,,•, _ APPLICABLE CONSTRUCTION IN STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF - -_- TOWN UNE ELEV EIFAATKW BOUND HERETO. SUCH STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY Fax - (508) 771-7622 1 28. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. FINAL-1 - -T - IINDERCROAIO DATA k COOIUNGTON LINES . GXIsf EXISIPm REFERENCE. ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS.ADJUST ALL www.baxter-nye.com -__- STATE LINE - A- -fA- TIRE ALARM EC EQUAL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFYING, OTHER RIM ELEVATIONS OF MANHOLES,GAS GATES.WATER GATES AND OTHER UTILITIES TO 2. THE CONTRACTOR TION. TO FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. .................... -FV- FIRE h Pp1Q CABLE RON FOUNDATION HIS OWN SATISFACTION,THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION ... -. .. _______ ppp,Ay READ MATERIALS,INCLUDING CUT$FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED STAMP CABLE ry R EH90 FLOOR EL£YATKW ON INFORMATION CONTAINED WITHIN THESE PLANS. 29.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES NOT . ---- EDGE OF PAVEMENT ® GRADE GREW! -. OTHERWISE TREATED SHALL BE STABILIZED AS LAWNS.ALL LAWN AREAS SHALL RAVE A --R'----- BITUMINOUS CURB ®=y •® GTOI BASIN(SG1N,E fR ROVED CATCH BASIN) fRANnE OW9 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,THE MODIFIED LOAM BORROW PLACED,SEEDED,FERTILIZED,LIMED AND MULCHED UNTIL GRASS - - GO LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT STAND IS ESTA13USHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL MA - - F^" CAPE COD BERM A� ®� DOUBLE CATCH BASIN FE GRANTEE CODING DELAY BY THE CONTRACTOR,AND THE INFORMATION FURNISHED TO THE ENGINEER FOR HAVE A MINIMUM DEPTH OF 6'AND SHALL BE PLACED FLUSH WITH THE TOP OF ADJACENT PCC - RESOLUTION OF THE CONFLICT. CURB,EDGING. BERM,OR OTHER SURFACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR , PRECAST OONC CURB �- O1 DRAIN INLET - NO HANDICAP . ®ORx pppIN MANHOLE - R NLGH Pmli 4. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES AREAS UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 ART GRAN CURB SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS (ECG)OF CURLER OR ED Y FOR OBTAINING PERMITS AND PERFORMING ALL NEW CONSTRUCTION,RELOCATION,ALTERATION (,� CI IL xx mlD- _T� TRENCH GRAIN MA LANDSCAPE AREA AND ADJUSTMENT.OF GAS.ELECTRIC(INCLUDING UTILITY POLES).TELEPHONE,CABLE, FIRENo EQUAL' SONDE GRAN.Wfte �L LIMIT O CURB TYPE PLUG/STUB V LOW PoD T ALARM,WATER,SANITATY SEWER,STORM DRAIN,AND ANY OTHER UTILITIES.BOTH PUBLIC AND 30. THE CONTRACTOR SHALL WATER, MOW,FERTILIZE OR OTHERWISE MAINTAIN ALL SODDED'AND 1� PRIVATE.AS REQUIRED. SEEDED OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS OR OTHER VEGETATED SIWGIT resIN REFS► FARED END SECTION YAt MA1m11/1 METHODS ARE ESTABLISHED TO THE SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE. MN M-UM S. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS,INFRASTRUCTURE, UTILITIES, CONDUITS. C MAT'CHU E �...i �/ HEADWALL .. AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY,MAY NOT BE UNITED TO THOSE MCO Maa1110C CONE - SHOWN HEREIN,AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER,THE 31• THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION O�Bt� CONTROL STRUCTURE Y!m tD MASS NOOAY BELLING ESOIIOIEa RX ENGINEER,OR THEIR REPRESEMATIVE THE CONTRACTOR SHALL DETERMINE THE EXACT C /TIP / LEAD RUG AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY �s -.......... sAl SOLD WHITE UNE LOCATION, BOTH HORIZONTALLY AND VERTICALLY,OF ALL EXISTING UTILITIES,CONDUITS, UNES, sn m V. SEWER MANHOLE NIC NOT IN CONTRACT AND OTHER BURIED INFRASTRUCTURE AND SYSTEMS BEFORE THE START OF ANY WORK. THE BY A PLS TO ENSURE THAT THE MONUMENTATION IS RESET TO ITS ORIGINAL LOCATION. /ANAL SOLID YELLOW UNE NA NOT m SCALE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT MONUMENTS INCLUDE,BUT ARE NOT LIMITED TO,TOWN BOUNDS,MASS HIGHWAY BOUNDS, fl, PROPERTY LINE MONUMENTS,IRON RODS, STAKES, CONCRETE BOUNDS,GRANITE BOUNDS AND P'- � BROKEN WRITE UNE ® CEASE TRAP PCC RECAST CONCRETE CURB BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO.LOCATE THE INFRASTRUCTURE. UTILITIES, STONE WALLS WITH DRILL HOLES. C O N S U L T A N T CONDUITS AND UN ES EXACTLY. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND - 1� BROER YELLOW UNE PROP INFRASTRUCTURE AND UTILITIES AS REQUIRED. THE CONTRACTOR MUST CALL-DIG SAFE-(AT S•cr snoA SOLD WHITE CHANNOJZNG UNE Oq1 0 WATER MANHOLE PWN PAID WATER NAY 1-888-DIG-SAFE)AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. y,.Hs SYCRL SLID YELLOW CHANNELDING UNE PA • WATER GTE REllW REYOOB D". 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL AT LEAST 24 HOURS AHEAD FOR DOUBLE YELLOW UNE . TAPPING SLEEVE,VALVE, REM REMOVE INSPECTIONS BY THE APPROPRIATE AUTHORITY IN ACCORDANCE WITH THE TOWN EXCAVATION SAFETY: on a 6 BOX USER RWR REMOVE AND RESET REQUIREMENTS,AS APPLICABLE. PREPARED FOR: =.- STOP UNE PRESSURE REDUCER ALAS REMOVE AND STACK ALL EXCAVATION MUST FOLLOW OSHA,MASSACHUSETTS AND LOCAL REGULATIONS FOR SAFETY. W BANESE WNNECTON � 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRIVATE,INCLUDING ALL TRENCH EXCAVATION EXCEEDING 3 FEET OF DEPTH WILL REQUIRE A TRENCH PERMIT - STEEL GUARD RAIL RET THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN,(SEE CHAPTER 370,ACTS OF FROM THE LOCAL TOWN OR CITY PRIOR TO ANY EXCAVATION. - Strawberry •L + TIRE HYDRANT SUE SLOPED GRAINE ECrBm 1963.MASSACHUSETTS)PRIOR TO COMMENCING ANY WORK. .7(E BWIYP.�HIII NORiIiiPie Trust ...•.............•... WOW GUARD RAIL 0 ....,..._�.....,,_ - STO7cADE FENCE y qy WAS METER Sac SLOPED, GlANE B. BAXTER NYE ENGINEERING g SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES • POST INDICATOR VALVE TIED nE INTO EXISTING GRADE INCURRED AS A RESULT OF UTRITES OMITTED OR INACCURATELY SHOWN. DRAWINGS STATEMENT: PAIN O ® WELL TOO TOP O Wm 9. THE TERM "PROPOSED"(PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS TREE UNE -p- A_ MONITORING WELL TO TOP OFFOUNDATION - OR,WHERE APPLICABLE,(RE-USING EXISTING MATERIALS IDENTIFIED AS -REMOVE AND RESET'. THE CONTRACTOR WILL PREPARE AS-BUILT DRAWINGS;STAMPED BY A E LICENSED - x- -•-•-•- CHAIN LINK TENOR r C >os TOP 6 OWE' (R&R) PROFESSIONAL ENGINEER(PE)CERTIFYING THAT -TO THE BEST OF THEIR KNOWLEDGE, IRRIGATION CONTROL VALVE JUDGEMENT AND BEUEF,THE CONSTRUCTED WORK IS IN GENERAL CONFORMANCE WITH THE a =>� STONE HALL ,,yV JE( SRBNgEA HEAD TON ADP O WALL 10. NOOTTIN AWARD OF IFICATIONS AND APPLY CONTRACT. ROAND OBTAIN ALL NOR SHALL ECESSARY E ALL NECESSARY PERMITS, PAYNSTRUCTION All FEES AND PLANS.' ._•.................- RETAINING WALL CO TIP 1'IRGY POST ALL BONDS ASSOCIATED WITH SAME,AND COORDINATE WITH THE ENGINEER AS ' ° O GAS GATE .URN UNLESS OTHERMSE NOTED REQUIRED. INSPECTIONS: t•-F.-=3� ® HAY BALES ® � Yid W MTWT p FB1D BY CO,IRALffA 71. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED 1•CONTRACTOR SHALL COORDINATE WITH THE ENGINEER ON ALL NECESSARY INSPECTIONS AT MINOR CONTOUR � 0- ELECTRIC MANHOLE 1LC VERIIAI GNNL1E VERB IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING INFORMATION OR OTHER PROPOSEDIMPROVEMENTS. IF ANY CONFLICTS ARE THE PRE-CONSTRUCTION MEETING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST ----- -m- MAJOR CONTOUR ® EELECTRICBOX% SmIIT DISCOVERED,THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY 24 HOURS AHEAD OF A REQUIRED INSPECTIONS. , UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION 2.AT A MINIMUM,THE FOLLOWING INSPECTIONS WILL BE REQUIRED: -TICS-- TON aH SOAR _ ® ELECTRIC METER AOL1O ASPHALT CGTEO CGWWICAIm META PPE OF THE AFFECTED WORK. A INSTALLATION OF SEDIMENT AND EROSION CONTROLS AT UMIT OF WORK PRIOR TO - - --GAS- BOTTOM d SLOPE 1 d' UG T POE CAP CORRUGATED ALUMINUM RPE COMMENCING CONSTRUCTION. a 4 ROOD UGIT 12. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL B.BOTTOM OF EXCAVATION FOR EACH STORMWATER MANAGEMENT(SWM) FACILITY. aP CAST IRON PPE E AT COMPLETION OF INSTALLATION OF EACH SWM FACILITY PRIOR TO BACKFILL. LANDSCAPE UGHi BUILDING DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HEREIN ARE FOR D.DURING INSTALLATION'OF THE BYO-RETENTION SECTION FOR THE SWALE AND BASIN. OT ORANGE IN TYPE COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE OUT E.FINAL STABILIZATION AND PLANTINGS PRIOR TO REMOVING ANY SEDIMENT AND BUILDING ,.� w BUILDINGS. SITE CONTRACTOR SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS FROM 1.: U(RT POLE(SHOE)E LUMINAIRE OO OORRUGAIED META PIPE THE LATEST ARCHITECTURAL PLANS, THE CONTRACTOR SHALL NOTIFY BAXTER NYE EROSION CONTROL DEVICES. J"EH" �� BUILDING ENTRANCE SINGLE -ENGINEERING g SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND J4 L •e !O .ROM LOADING ROOK DOUBLE LUMINAIRE GIIm CONDUIT BUILDING PLANS BEFORE PROCEEDING WITH PINY PORTION OF SITE WORK m - ]4- 3WOm OVERHEAD DOOR py ,RON DENSITY P0.YETN1IDE 03R MADE IF NECESSARY. U(AYED WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITEUAYOIR CAN BE �� TRIPLE LUMINAIRE PLASTIC PPE-SMODTN WERGN _ l) • BAD QUAD LUMINAIRE CS CURD STOP FOR WATER DUE 13. PRIOR i0 THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF .-] DUMPSTER PAD - OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY AND SIGN ML Z WALL PACK DIP DUCTILE IRON PPE COORDINATE WITH THE OWNER,ITS ENGINEER OR REPRESENTATIVE. DOUBLE SIGN s, SIGNAL ARM CS GOWN SPOUT 14. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION U w • PARING MLTEft yy0 MANHOLE - E FIECTRC MEETING AT LEASE TWO(2)WEEKS PRIOR TO COMMENCING CONSTRUCTION. CJ cc 0 15. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY w tD PARKING COUNT `"""""'r.- <-4 UTILITY POLE/GUY MOff Fx FRAME E AM COVER FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. = ,� 0 E Q COMPACT PARING STALLS O-H} UTILITY PQE/COY POLE FAC FRAME AND GRATEQ IEIIIllllll IIIIII III II pftpGByp� w9 ® HAND HOE 16, CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND AL CONSTRUCTION F m t 7 Iva ® PULL Box C ALAS MEANS AND METHODS. BAXTER NYE ENGINEERING g SURVEYING, DOES NOT ASSUME ANY RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL FEDERAL, - w V ------ CROSSWALK SILT fENQMATBAE N1➢ HYDRANT ILL STATE,AND LOCAL OSHA REQUIREMENTS AND REGULATIONS SHALL BE FOLLOWED BY ALL TO N1FRf%PTON DRAW .. PERSONNEL ON THE JOB SITE AT ALL TIMES. O 0 ay 0 GONG PAVEMENT ANDDRAY BALE C ECK DAM uw INVERT FIEYATVN 17. THE CONTRACTOR SHALL REMOVE ALL STUMPS,RUBBISH,AND DEBRIS FROM THE PROJECT + a y STANDARD DUTY FLEXIBLE PAVEMENT SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT SITE. THE F HEAVY DUTY FLDOEI E PAVD,WNT A PI PONT OF INTERSECTION PO PERFORMED MAIN CONTRACTOR SHALL LEAVE THE SATEEN A SAFE,CLEAN,AND LEVEL CONOM N AT THE � 0 P P HANDICAP RAMP ® ELATED END SECTION(FRS) PVC PaYWNn CHLORIDE OF THE SITE CLEARANCWORK. P g J Z WITH STONE PROTECTION RO' RUFO✓Cm E COIWE PPE 18. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES SHALL O _ HANDICAP PARING BE REMOVED,AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE,TO NATURAL s _ VAN-ACffG98lE HANDICAP PAWING 6'Po PERIMETER DRAIN R ROOF IRA, STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, LOAM, _ o PEAT,ALL ORGANIC MATERIAL,SNOW,ICE,CONSTRUCTION RUBBLE,TRASH,AND OTHER u v_ PAVED WATERWAY(PWW) S SEWER DELETERIOUS DEBRIS. - s ® CART S WITH STONE PROTECTION SO STONY OMW. 19. TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET ONLY w DateO no� ® JUTE MAT IN SNAF UPON APPROVAL'OF THE ENGINEER OR OWNERS REPRESENTATIVE.. a o w DE DETAIL OR SECTIONBFA REDCE T IFIFRIONF O Sheet n 20.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S s s LI ISVWB TAPPING SLEEVE'.VAVE d OPERATIONS,WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS REPRESENTATIVE, a ' �•`✓ `Cs„7 TREES N BOX RISEN SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE WETNNOS - UP UTILITY PONE CONTRACTOR'S EXPENSE _ n y SO WETLAND WATER ��%? SHRUB WTAIM CLAY PPE 21.EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE ~ I ..._....._..,,...... -_- _ a -- GOO'WETllWO BIfiW B]®T Pith W WATER RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE - ., LOCATION OF SUBSURFACE ROCK. - fn s -__- TOO WEIIAND BUFFER :P UP LOW POINT r 22. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE,SEWER,AND UTILITY' ©�Q O -- --. -- UNIT O NEILIMmS HF HP HIGH POINT FACIUTIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES �. v WETVND FLAG :'i GB TRADE BREAK DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE _ u A M s CONTRACTOR'S EXPENSE_ SHEET TITLE -_-__ -_-_- 100 YEAR ROOD RAN ,Jc D.t!B¢ TOP R 80TT01 ELEVATION 23. ALL DOSING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED Legend and General YOIWTON AREA LINE - */ID-'9 /M SPOT ELEVATION-AEADER * OTHERWISE. _ - - --- EDIT Or WATER - :.Z, m•a SPOT OENARON 24. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT Notes V y EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED.ALL JOINTS . TI t BORING LOCATION TO EXISTING PAVEMENT SHALL BE SAWCUT TRUE AND STRAIGHT.ALL CRACKED OR , is OD T]1THONE MANHOLE '{P Tyr PIT LOCATION - - INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND REPLACED. SHEET NO i6 AY TELEPHONE MARKER •. • BENCH MARK r tS .3 TRAFFIC SIGNAL N--M DE IN TO EXISTING MADE L?i ® Sam BO% DATE: 11/14 14- c i � c EWE ALARM CONTROL PANEL O o ' FINE DIARY BOX TRANSFORMER PAD - c. .................._...._........_......... ..... ...._......................................._......_ TELEPHONE RISER A E FOR PERMIT ONLYMOT FOR CONSTRUCTION D n A w N DESIGN By: $DM -0 H E C K E O By:111E MAE BOX J O B No 201J-0GO C A 0 O FILE:201 J-p60-LGONG _ ._ J BAXTER NYE ENGINEERING& GENERAL NOTES: SURVEYING \\ / 1.)THE INTENT OF THIS PIN!IS TO OETAC DMING SITE CONDITIONS AT LOCUS / - LOWS AREA IS COMPRISED OF: 2) ASSESS PARCR DES HYID05 BB MAP 250 an Registered Professional Engineers Land "3 BOON 1957C PACE /153 _ , // . RENTED RAH PC 231 /Pc 153 78 North Street - 3rd Floor \ Hyannis, Massachusetts 02601 . /50 OWNER DONHD J.COREY JR '' \�/I/_ �P�'r• PARCEL 14 / oORM,KA n� Phone - (508) 771-7502 ` DEED CItp55 / x/T MAPzID \ / Fox - (508) 771-7622 BRADIEY 1'BMEY ( PARCEL 129 ',,, / C173B00 / / - ADDITIONAL RAN REFEREHQS: LC PUN 4059ZA DEED www.boxter NA' / \ LC PUN 40592C KAIBFAL,A kow / ME 18 LAYOUT NO.2962 ' MAPAr - a)PROJECT BAIUM:NavOe e PARCEL z2O127 4.)ZONING NipWUTION: MATTW RZINx ESm,r FDGEWAN G ZONING DISTRICT:ZONING R W. \\ \ CURRENT MINIMUM ZONING REOUIIEMENIS as.. YAR zw / RD-i roa EDDY N /OM C14 \ MM.LOT AREA=87,120 S.F. CIVIL aMM✓EE� \ MIN.MIN.IDf WHOM-115'LOT FRONTAGE=TO' No.43113 WAN"G!JARET I. Q' FRONT YARD-30'(100'NQHC ROUTES 2B AND 132)SIDE Ik REAR YARD=10'/10' 4i HB ZONE LOOT FROAREA TA(40.000 S.F.w �AC��. INN.LOT WIDTH-16D' rONAf` V FRONT YARD=60'(IN'ALONG ROUTES 28 AND 132)SIDE a REAR YARD=30'/20' S OVERLAY DISTRIC (Y,woo CONSULTANT \ \\ 3 MAP 250 PARCEL 065 \ . ^. \ 5.)A TIRE SEARCH HAS Nor BEEN PENFORYED FOR THIS SIZE IF DEIEMINED p®AO61W PC lag .PARCELV.ou xaD / 142,877t S.F. / TO BE NECESSARY,a n sEAR nE a swu PER FORMED By OTHERS. \ 6. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CUMIT AVAILABLE RECORD N/F / 3.3t ACRES / \ WOMATION CON99M OF PLANS DS.NS AND DEEM THE EAISTNG EFAT RES SHOWN a M.YECHE xO.EY I \ - HEREON WOE OBTAINED FROM AN ON ME GWUND FED SURVEY PERFORMED BY \ 3 .i,E ``� - \ PREPARED FOR: / \\ / `` BANTER NYE FNGiH'EIII11C R SURVEYING ON JLINE 25-17,2014.\ / \ 7.)IXNWRITTY PANEL NUMBER 15001C05m BATED 7/I6/14 \ \ THE FLOOD INSURANCE RATE MAP DEFINES 1.ARIA AS ZONE X Strawberry Hill Nominee Trust r q� \ \e ms. • 'd—ATE ^..[mmic Inc \ \` ^ \ SITE IS NOT WTIIIIN rW AGEG(AREA Cf6nCrY ENVIR(MNENTN CONCERN)PER NA59 lii �yf�OFM.91 `� Ju/ SITE IS NOT WTRN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER NTESP MAP JULY 16, �y�= 2014 TSTOUTED H401TATS OF RARE WRDUFC FOR USE WON THE M4 WERA40S PROTECTION ACT . REGULATIONS(310 CMR 10).' \\ /`— � / \ sTE DOES NOT caNrax A cERnnm uERIMt FDa PER xHRaP MAP JOLT 16,2014 Yrminm I� ® /`4A VERNAL POOLS.• � 'I RD-1 and RPOD ZONES m/m/+a x1DxJF - / b \ SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP JULY 16.2014 VfdOBIIY W1BIfA5 OF Q {FU ALLON 1 / HB ZONE `` _.. r_� 1 'd.' ti�o"' / RARE SPECIES'FOR SFECIES UNDER THE M4SSPOIUSETi5 ENDANGERED SECS ACT.REGULATIONS pp�� pp���ggy� YAP 2A uvFW' HB ..0 y \ (321 CUR 10). IVfl•y�.t�7J� IF PARCEL 023 XWD gp r' Niiw / 4y / / \ SITE IS WITHIN A STATE APPROVED ZONE 0 GROUND WATER RECHARGE PROTECTION AREA D®201]B PG]0/ / CENTRNuE"C FOENS 11 uc r l O dd :` e -+p' , / \\ - 5�IS WITHIN A ZONE OF CONTRIBUTION ro A SALTWATER ES7WRY(BARNSTABLE B.O.H.REG FE�S�Eo �� SUR g, LmLm INF'ORMATON SHOWN HERON: ) RE CONIBACfaR 94W1 CONTACT WG SAFE(AT 1-T-WCiSAFE)AND UTILITY COMMIES TO LOCAE n p •y THE LOGMWF OF ALL OUSTING UTUTIES,AT LEAST 72 HOURS PRIOR TO THE START OF UNDOMROUND p� OUH�ALVE ARE SHOWN IN AN WAY ONLY BE LIMITED THOM SHOW HEREIN AND HAVE BEER 0/� RESF4"O BASED ON THE AVAILABLE UTILITY RECORDS NOTED HEREON.THE CONTRACTOR AGREES TO,- _o ua4APerw \W�,Gy BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE COMPIACTOR'S 1 PH 1w�- - - - OFFERS FROM FAILURE PAN INFORMATION,HECWORACTOR SNAIL NOTIFY THE ENGINEERTO LOCATE INFRASTRUCTURE AND UMMY IMMEDIATELY FOR ;V 1 _.__ - POSSIBLE REDESIGN. SOURCE I' 0 MF OF TIORMATION C UYmPLANS ER47N 1 jp�M(AMID C=VA BEEN COMBINED WITH OBSOM E N. UTILITIES TrO / 3 1,s WHERE A OF IABIEOR MORE FFNURE9 INFORMATION IO:IS REQUIRE COMR.ERI.Y AND RELIABLY DEPICTED. w. 2 m WHERE AOOITONAL AIR MOUE DETAILED INFaRM4M1N 6 REauIRm.THE CLIENT IS AUWMD Fur N _ a EXCAVATION MAY BE NECESSARY. = O EXISING eou.vm O+P)/ / / ^4'i� I II Y1 ; I • ENGINEERING R SIRVEDN INFORMATION PER DIG-SAFE MARKINGS AND VOWFlm M FIELD BY 81xfFR NYE • m TOWN RM SERVICE SHOWN I1 av I BAx1ER NYExrE L :511fifTT7�HG PLAN PER Dic-svE wJdm+cs N+o VERIFIED m FIELD er o U toy e'y o la u.c(n^I �,_ I CAS SERVICE SHOWN ON RAN PER DIG-SAFE MARKINGS AND VIEWED M FIELD BY BAXTER NYE 4•Pw - — — — Cd ENGINEERING h SURVEYING. , ELECTRIC UNE.SROWN ON THIS PLAN PER UTILITY POLES LOCATED DURING FETID SURVEY ON J . I DUNE 27,2014 INDICATING OVERHEAD SERVICE < I 02 +<a � SEPTIC 5YSREM SHOWN ON PLANAS PER TIE-f/RD BATED:9-I-97. U _ o AJn+maw"LxAreiDCAnbI • -._ meeu, - z No a orol a mm/r I uv 0— Pm -- -- —— —— ,Hu - 270.01 - _ -.51TN• 'W e, —— -- -- —— —— — - a 9 - — — — k' _ I - m �. o - _ —�]"s` •��-vim p���E•� SHEET TITLE =w • 1IVMV D �-w —W W —w W k� `= «;te za•; �F _ ..._ ,.:....- � - Q Existing Conditions T. I--OµYA- -OHW Oho. OHN OHW O OHW OHW OH 5N �I a _ 0.9Dnwx a zn.Y as OH -- -- -- -- -- DPv.P,° �-.�,��S —5-�Ps — —5 —s Plan /4J i our-aa�v SHEET NO CZ.0 DATE: 11 14 14 40 0 40 80 - SCALE IN FEET _... ...... SCAL E:1•- 40' , ^ ....... ....................................._............._............._..._......._...._......_. .._....._........................._........._. .-. .......................DRAWN/DESIGN B Y. 5[M MOUE FOR PERMIT ONLYMOT FOR CONSTRUCTION CHECKED B Y: J O B NO 2013-p6p C A R D FILE:2013-O60EC.LWIG \ ) K M6EF..:N�MERCER ZONING TABLE BAXTER NYE ENGINEERING & ZONING DISTRICT(S): HB, RD-1 OVERLAY DISTRICTS: GP, RPOD (PARTIAL) SURVEYING .;./ ALLOWED USE: MEDICAL OFFICE BY SPECIAL PERMIT \ \ Registered Professional Engineers / PROPOSED USE: MEDICAL OFFICE and Land Surveyors EXIST USE: ASSEMBLY HALL TOTAL FLOOR AREA = 17,770 SF MAP 250 EXIST BUILDING FOOTPRINT = 3675 SF 78 North Street - 3rd Floor \112 EXIST TOTAL GROSS BUILDING AREA= 7975 SF Hyannis, Massachusetts 02601 EXIST SLOGS TO BE DEMOLISHED OFFICE BUILDING FOOTPRINT (1st FLOOR + W FR.N C.4 JANET COVERED ENTRANCE) 10,777 SF Phone - (508) 771-7502 t \` CUINzv / Fax - .(508) 771-7622 ' TOTAL PARCEL AREA: 142,888t SF REQUIRED ALLOWED PROVIDED www.boxfer-nye.co LOT AREA: 142,888142,8\ 40000 SF 75,6548 SF rA \\ 0/. �,•� \\.S / 67.234 SF IN R01 SF IN HEI ZONE \ i /: \ \ .- �--•t �+ , � /"` FRONTAGE: 20 FT 270�FT _BUILDING SETBACKS HB ZONE:MAP /�. FRONT SETBACK 100 FT 60 FT 100.5 FT 60.5 FT 250 PARCEL 065 '�// l�_ SIDE/REAR SETBACK 30/20 FT 8e.,6/267.68 FT EDD HCIVI \ \ j No 250 .43 83 �"•. \\l Ar+FL a . H1 - 142,877t S.F. / `?' L T M913 49 dy f1 3.3t ACRES �\ \ Q� _ ,\ PARKING SETBACK T \ FRONT 45 FT 46 FT , \\•.\ �\' F iF'.,12L:.E .'F;.1.1'! % :. SIDE 10 FT 11'F7 Q ST f MAX. BLDG. HEIGHT(STORIES): 30 FT 2.5 STORIES OR 30 FT 2 STORY/23.17 FT ONAL 2.5 STORIES (TO PLATE) - MAX. LOT COVERAGE.(STRUCTURES): 30% (22.696 SF) 14.25%�(10,777 SF) CIO N S I LTA N (WITHIN HB ONLY) (WITHIN HB ONLY) JJ i _ MAX. SITE COVERAGE (IMPERVIOUS AREA): 50% MAX. (71,444 SF) 35.97% (51,401 SF) yF ;/ SWM FACILITY AREA \ r�. � \\ .! V it :% . g 'n Lz[ .}AFT.u Y��/ ./- NATURAL STATE - 30% MINIMUM 30% (42,866 SF) 35.3% (50,476 SF) O{� J ALE ��3'CURB OPENINGS PREPARED FOR W/ASPHALT MgON STREET TREES - FRONT YARD 9 9 +✓,l 'r \_ (1/30 FT OF FRONTAGE) $ P.�HIII Nominee Trust �� PARKING LOT LANDSCAPING ! + INTERIOR LANDSCAPING: ' Cw T -M 10% INTERIOR PARKING 43,095 SF x 10.0% = 4,310 SF 4,529 SF qs' TREES - PARKING AREA(1/8 PS) 85 SPACES/8 = 10.6 11 ZQNF 10',10'CONCRETEOU / PAVMNQIS CONCRETE .{a by l"' •ADM STOCKADE : PAVEMENT SE DETAL µ18 0 j�+ PARKING TABLE FENCE SEE DETAIL R-Y R. B• R-1\ R-15, R=1\ i OFFICE 17,770 SF x 1 PS/300 SF 60 SPACES Fri?rt H C) µ42 L{." F t•- 2 S 4 1' Res. Iro .t. i lO ( - j \ TOTAL PARKING 60 SPACES 85 SPACES. ::7TERt LC - .;:.:FN:, LLC SA Cce �5 // / ACCESSIBLE PARKING (TOTAL/VAN) 4/IS 1 SPACES 4/2 SPACES GCB _I F'p ! DESIGN VEHICLE ASSHTO SU R 5 -r R.3'\ fl5-1 0 _ 6 SIGN SUMMARY o0�^zo.Da• �`;: M.U.T.C.D. SPECIFICATION TEXT/ OUAN. PCc _._.-...._....-..... NUMBER WIDTH HEIGHT GRAPHIC k ti 12 R5-t 1 R7-1 24' 24" 1 I E :9.50, BI WNG ` Xrr -. V 1TR=IS'I LS OVTRHMC I I / :,; X ..X I >; OGN R'3\ SIDEWALK j I I _ HC' 12" 18" ® 4 R.Y e I I Y sc LOfi1L w 3 m H ® 3 12) 0s dp = a 17,770 SF I I II rt TWO-STORY _I rl OFFICE BUILDING Rs-I 3D 30' 1 r x I I 80.5' IOy, 1600 & >- '� I , NEC SARY.FfI SHALL COORDINATE SPECIFIC 9GN INFORMATION AND WORDING REQUIREMENTS WITH LOCAL AGENCIES AS -a !JHC pry°g _ NECESSARY. O . _—CONCRETE i ,I 3 B# ALL SIGNAGE MUST BE IN CONFORMANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION'MANUAL ON UNIFORM TRAFFIC SIDEWALK I�I ;� CONTROL DEVICES(MUTCD),LATEST EDITION,ALL APPUCABLE CODES,AND LOCAL REQUIREMENTS LOCAL REQUIREMENTS, a f 1f Qap RAMP.SEE g -y� WHEN THEY EXIST,SHALL SUPERCEDE MUTCD. ID , -14'W' 4' DETAIL µ00 � I I, •ADD'VAN ACCESSIBLE'WHERE ASTERISKED _ P 2O.Op• 014;SET r'f I.INt f.,,,T) 9tlEwNX _ I NOTES g ga• I I 1.ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDPNCE WITH MHDSS,TOWN ORDINANCE, REQUIREMENTS.AND R 2 R-25 S L _ \ 2 THE GTIO COMMENCING CONSTRUCTION. ENGINEER TO SCAR A PRE-CONSTRUCTION A ()WEEKS 3 MEETING T LEAST TWO 2 W 5 B.00. S PCC LJ _ L 11 2SPECIFICATIONS. roTHE OR SHALL WNT THE EDUCE R�12 APPROVAL BEFORE ANY FABRICATION OR DEDVERY OF I 1 rc / �R=g• R-S'� PRODUCTS OR MATERIALS. MAKE SUBMITTALS ro ME ENGINEER FOR s _ a r 9'L _ j 3.THE CONTRACT R SHALL a I - =I BnUMNOUS CONCRETE �Ig I """""- 4.ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED RUNNING SLOPES ON WALKWAYS SHALL BE i r PAVEMENT R�32' I v : 20.Oa-11 R.4.8]' AIL µ'SEE y BOARD AMERICANS WITH OISMIDTIES ACT k _ )T / Cos OET Re4.8Y .......... I ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U+S.ACCESS BOARD. WITH NO TOLERANCE. ALL.WORN WILL BE IN \ \ / N- a ..... ..;._.n �cr r�c=rzy• / _.......... -I COMMONWEALTH OF USETTS,ARCHITECTURAL ACCESS D. - L-T hAL N E 1 d� 3'CURB OPENING I .... = '- !!! W ASPHALT X 9 OEMOLISH"REMOVE ALL EXISTING 57RUC1URE5,FOUNDATIONS,CONCRETE PADS,FENCES AND APPURTENANT ITEMS UNLESS ' kiM L <.,J:--�+"` / R.3Y I< I,. : _•f �-. ❑.... .. OTHERWISE NOTED TO SAVE,SALVAGE OR RESET. iC A'E.4+L1 hNT APRON,TYP SEE SWM FACILITY R�32• __ m. .. RE -@.I ttl f G.SC DETAIL µ15 AREA 13- - 1 Y I S.EXISTING PAVING EDGES SHALL BE SAWCUT TO CREATE A CLEAN EDGE WHERE R IS TO BE TIED INTO NEW PAVING,OR _O a ; 'lam, WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO REMAIN.BROKEN OR UNSTABLE PAVEMENT SHALL BE STOP REMOVED AND SUBBASE REPLACED WITH SUITABLE COMPACTED MATERAL PER PAVEMENT SECTION DETAIL HEREIN. ANY /r1 I SAWCUT UNES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE EXACT EDGE OF SIWCUT SHALL BE DETERMINED BY 24' BAR I - SHEET.TITLE I THE CONTRACTOR IN THE FIELD TO PROPERLY BLEND TO THE SURROUNDING GRADES. PROPOSED ASPHALT SHALL BE /2;j C^, PROPERLY BUTTED AND BLENDED TO SURROUNDING ASPHALT WHICH IS TO REMAIN. THE BLENDED TRANSITION BETWEEN c -- H, W I W Layout and Dimension - --- POSED AND EXISTING ASPHALT SWILL BE WITH AN APPROXIMATE 1.5X GRADE UNLESS OTHERWISE IDENTIFIED. THE JQNT 4 54 Y RI-1 ALL NOT RE ABRUPT. __. <.�--""-C'—--� J -"" / 7.DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE OF CURB WHERE APPt1GBLE. an ' —....4 ___.. L �- .`........ 8.ALL PAVEMENT MARKINGS AND STRIPING SHALL FOLLOW MUTCO STANDARDS. TYPICAL ONE WIOM FOR LANE AND PMKING _ STALL STRIPING SHALL BE 4 MC.HFS-UNI FSS OTHERWISE NOTED.PARKING STALL COLOR SHALL BE WHITE,TYPICAL UNLESS c ' — — — — _ OTHERWISE NOTED. H E E I NO c SAWCUT NNE . o - - - .BUILDING AND SITE SIGNAGE SHIALL MEET REQUIRPIEN15 OF TOWN ZONING MD/OR SIGN OROINMCES. 8 ft. �T 10 LIGHTING-SEE ELECTRICAL DRAWINGS IN ARCHITECTURAL PLAN PACKAGE FOR DETAILED INFORMATION. - c NO ERE 9 •� n m ; .SITE ' x1......._. ....... _.-. n 1-HL ®U I f"'1 I�®p'�® NOTE LINE SEE S DATE 11/14 14' •— —`_�=1:P/ibl_�e � —m NOTE 8 HEREON — (State Highway Layout #2962 - Route 28 - 8 1 Wid „— — — ' ; a.. u .._.._. .................. ................ ................._ c. 1I EXISTING SCALE IN FEET c- -I o I DR! Al --...... ..--.......... .........._. S C A l E:'1•= 30' I --� -- - - - - -- _ _ _ - -- - FOR PERMIT ONLY/NOT FOR CONSTRUCTION DRAWN/DESIGN BY: weH CHECKED BY:MINE JOB NO p13-O60 C A 0 D F I L E:2013-O60-0Y.V�G \ .\ •.` \ �,L� �/ /� // BAXTER NYE`' ENGINEERING & SURVEYING ,(�• Registered Professional Engineers <Y Q \\'' F % // \\ and Land Surveyors \ - -1 z MAP 250 PARCEL 06578/ / reet Jrd Floor t,=4 t+Ar•2i::; HyannishMatssachuset s 02601 s; \ Rce_ 2'k�a 142,877f S.F. / {� a 1 r n FD Toga ��1.3 \ h ,. � N,v - 3.3t ACRES � \ ® �\ �\ / Phone— (508) 771-7502 d M;:cHE.LF. ^ Fax— (508) 771-7622 www.borter—n STA A MATnIEW \\ SWM FACILITY AREA \ Fn.•' \�i �\ •� / \ TIL1 {W . A R0.X'AA L G I ? X / �VDY i. tV i4x A EN .¢ CI. S LV':cE I s i \ //y t� IL 3'CURB OPENINGS \ \> No.4 183 % W/ASPHALT APRON \ 5t`KM1'4 ft R+.83' R 4. -t. - ,i- — �� �. ZONAL /14 06/2�'''```��� - ...1=6^•i)^I,.. _.,vlh _ R. �{ KC R.3 `.At4,, e' - �;;, \. CON S U L T A N T .. V 10'z 10'CONCRETE i BITUMINOUS CONCRETE y \ DUMP STER PAD PAVEMENT SEE DETAIL µ18 g \ \ . OE MA WITH STSEE DE .3' B. R-1'� R-I' I IT �AR:E 13 i)D SCE.SEE DETAIL R-3' 2 f b M 04 •R.5' r % / tll, S,1 CW -� v� \ PREPARED FOR: R 5 /- •� <� `, j %' \\ Strawberry Hill Nominee Trust o \ tJ 1 8@.I8' 2p.00' u R21— PCC m 1d 12 eIRL1XNc •IA ovrnHANc ,�, — LS x R-3' x - ��I 13li:LCIN'�tl fi R. LS 3' Ct I ' i I sp = t 17,770 SF 3: — 11` s TWO—STORY 12 .�'� OFFICE BUILDING V I I oI 0.5' I I te.aD I�I i .RAMP.SEE - p � {f�//� / /�' � 10 `/`?4.00•`�2p G0 ��� DETAIL µW ICI P« I LS LS R 2 J 25 I Q R.s' 32 R's'/ I j r� R 1. _ R IS _... ,� ......... ..- ._.., - p - CC5 I/ I.p O I PEV£MEI SEE R-32' r I� I F- m a �! 20 00'j1 - &Y 0 R I,ems j U w w4 a CCB 1 _I'i"RNL"rfN -� Kv.y.; ' Y Q1R8 OPENING I `[ AFFRCXi.•,LiTE Ln,„AiION.-p; W/ASPHALT E I\ a ^'riP.iE?sASCfnf.NT ` APRON. ALT SEE SWIM FACILITY 1 3 I - 1 Fr.ng.':'2b�G qG z 1 DETAIL µ19 p AREA ! 1 1 i I ❑ R EXISTING DRIVEWAY TO BE .'• I c I I CLOSED. REMOVE EXISTING I I I P ASPHALT AND STABUL2E STOP _ J R1-1 24' BAR .ANOSCA.'E n — -- — � RC N HEIGHT OF EYE-3 5 _ t \������ AiP \\ \ \ 4. N ��• \ \.\\ \ \ NCL I HDGIIT OF OB,ECT=3.8' `o MPH=400' a SAWCUT NER ON v .ST R 84.5 82 NOTE 8 E A Z 1. DRIVEWAY 5 gH'•,_ �#,0/512.81'R STAG 28�OR78 Nnl m m - - w ""- STA 288a8.47 "' ALIVIIJU�t�l RDA® - "' WET LINE SEE SD 'TA 283I+e1.8t� T— . ¢ ` $ m _ T T — —•��-"Tsl �._ L5 10—R ti _,:_F StF__— NOTE 6 HEREON 0 1268W EC(>:SYL— — - - — — — (State Highway Layout #2962 - Route 28 - 8 Void - .- - - - - - -- -..... -..... SHEET TITLE r zz --_ Site Distance Plan LiE/ I _ SHEET NO C3.1 1— I i - DATE: 11 14 14 0 30 60 -� — -� I SCALE I I \\ 1 I I I I vT _ IN FEET _ ............................................................................................. SCALE:1"= 30' i. FOR PERMIT ONLY/NOT FOR CONSTRUCTION DRAWN/DESIGN BY: mM CH ECNED SY:MNE J O B N O: 2013-066 C A R D F I LE:2013-060-dLANG _ i B,gXTER,NYE � Ke Qt Botanical Name Common Name Size/Condition ENGINEERING & reel - LIMIT OF � '" — \ i Art] 9 A rubrum October Glory October Glory Swamp Maple 3/3.5'CAL CLEARING ;ry; / SURVEYING cer Cer 3 Cerds canadensis Eastern Redbud 2/2.5'CAL 1 — \� / ZsG 4 Ykova serrata'Green Vase' Green Vase Japanese Zelkova 2.5/3'CAL ' __ _ __ \` \ Registered Professional Engineers Shrubs `i \ +/�; —�. � t �� and Land Surveyors - Hm y ranges macro y(ine D Cltyline Dwarf Hydrangea 13 —————— --� ` LIMIT OF HmE 6 Hydrangea macro Endless Summer Endless Summer Hydrangea 95 1 i j CLEAR NG 78 North Street — 3rd Floor HpL 2 Hydrangea panicuata LheOght Limelight Particle Hydrangea BID H nni yn s, Massachusetts 02601 / - HpL 4 Hydrangea pa6culata Limelight Limelight Panicle Hydrangea 47 ` V / z IcC 14 Ilex crenata Conpacta' Compact Japanese Holly 47 `r % x Phone — (508) 771-7502 IcH 39 flex 0enata'Hoogerdoorn' Hoagendoorn Japanese Holly D5 J — Fax — (508) 771-7622 PoD 3 Physocarpus opdifdius'Dablo' Diablo Ninebork B5 "*••ti / / www.bazter—nye.com PoD 5 Physocarpus opulifal'us'Donna Mai Dwarf Little Devil Ninebork 13 RBD 6 Rhododendron'Boule De Neige' Boule Be Neige Rhododendron 2.5/TB&B -- RBK 3 Rosa Blushing Knock Out Blush g Knock Out Rose N3 i !r STAMP RFC 18 Rosa Flower Carpet Appleblosson Flower Carpet Appleblossom Rose 12 ( s j/J RWO 9 Rosa VHte But White But Rose 13 EV1t 1 , / SvP 8 S rim a vul aril'Pun urea' Common Purple Lilac 3/4'B&B r 3 6 yG� Trn—an—e—n—to—[Frasses / MsM 0 Hiscanthcanthus sinensis'Marnng Light'. Mornng Lght Naiden ennisetuv alopecuroides'Hameln' Hameln Fon Grass p3 7 V' E DY Poll 32 Ptain Grass BT �j CI IL N PaH 24 Pennisetun ala ecuroides'Haneln' Hameln Fountain Grass N3 3183 %' Perennials and Annuals r1 q ° H 3 emerocallis'Happy Returns' Happy Returns Oaylily BI / °O Gil �ST HPB 20 Hemerocallis Pandora's Box' Pandora's Box Daylily BI !f LsS 125 Liriope spicata'Sllver Dragon' Silver Dragon Creeping Lily Turf Bl / NrnW 17 Necieta mussini'Walkers Lon' Catmint Bl / 2 s os j �S��NAt.EN Oth Hos er Plants s 3 / osta'Mnuteman Minuteman Plantar LII Bl s c o N s u L T A N r 3 i t~� PREPARED FOR.: W 2 LAWN / 3 Strawberry Hill Nominee Trust y . t1 w LIMIT OF g EN CLEARING 0 3 a 5 till I CdPa x' — LAWN er 3 I � j / aa 3 2 D•�, 1 . z J 0s / I 8 F LAWN o QO i I "^'•li' 3sl� 5 S r ' � � I � I I 7• r 2 LAWN I LAW --- --- _ 2 m } 2 7� TE 5 M LS SHEET TITLE : 1 'y ,:�— -r�••••••--II: =_ - - -- - - -- -- -__ Landscape Plan 2 3 3 3. .., — 7 5 5 - - - - - - LAWN — 3:8 r 7 3 ° 5 5. ^ o LAWN ° ° '� a I ...._ �.....� ••..... — —...—. ._..—.._...—...._.. C 5 SHEET NO C3.2.. ... — -------_----- — — _ F,,-,`_ — — — — — — — — — — DATE: 04 01 15 20 0 20 40 ! SCALE IN FEET m s - — —�•`� > ._ jAl LMOUTH R ONAw N/DESIGN BY: - LH ECNED BY:VICE •§ i ,� w�a. �'s—.�-....._ B _-_ w '19 PVnd^>•MA sm a a .._ ,. � - JOB NO: 201J-0ria C.ADD FILE: 2013-060-(SPA \ �,\ BAXTER NYE \ \ \ � L'u� �Y(;. <� _ ENGINEERING & De, ° �,..-:. _ •. -'/ SURVEYING Registered Professional Engineers - \ MAP 250 PARCEL 065 / � and Land Surveyors. �< \ MAP 2b0 - o \\ 'W 78 North Street.— 3rd Floor / , a<R:EL Jz2 Hce j ,1 - �42,877t S.F. \ J - Hyannis, Massachusetts 02601 y N,E 3.3f ACRES �� \\ —0 Phone— (508) 771-7502 d MECHE1F M.KEUE` / Fax— (508) 771-7622 / \ www.boxter— TTH G o MA W �1 W. cc 3, o EDD � x ,D.WATER Ea5Ei�ENT 1 \ P € -Er.Ds.17_i,Y FC.aD / V CIVI H a No.43 83 6 ^a 1 IT ,;- ( --- ararua� e •'J� - CONSULTANTS Al / P P,E, [ Hid / 1.J1 PREPARED FOR: C7 .I-;.F. RCE.>II lLC j i '•i1 / ,% :i �� Strawberry H111 Nominee Trust - - x I I _x li .17,770 SIF I s TWO—STORY OFFICE BUILDING I ` fill 10 G i ... 1 ( S.'�:_CK .......6. ........ _ y I I - - — I — — T¢ R-32• \I I; u El Re.03. 8.2 39.JJ00.7501 1 c I I — _ �...._.. r �.. F y; _ - - _ - a HYANNIS F.D.TOWER TRUCK r o � o EALMCU H F?C?A® — � o (State Highway Layout 2 62 - Route 2 - I� • •' �cs�.,-R�:<_`' -�--„—' __—�•.— 111RNING TBdPLATE DETAL IIgg�I s owvEwnr -........................ ...........-..._.............. ................... ................... -- SCALE.1 30 - o SH EET TITLE .... .... ..... ....... Turning Template Plan SHEET NO CIS I _ DATE : 1 i i 1 14 14 } 30 0• 30 - 60 SCALE IN FEET _ ..............._..-....:.............._.._.............................._................_....._........................................_................._._..........._....._...... R A W N/DESIGN B Y. CHECKED 8 Y ,,,,, SCALE-1-= 30' FOR PERMIT ONLY/NOT FOR CONSTRUCTION O mM H C K E D :MITE .. - Joe N O: 201J-060 .C A D D FILE:201J-080-dI.OMG .......... ...... ........ .................................................................... ..... ..........-........................................................................................ ........................ ............................ ........................................ .......................................... X ............ 7 GRADING AND DRAINAGE NOTES BAXTER NYE % ON EXCESS> I. EXC UNSUMABLE MATER- THE CLEARING CONSTRUCTION SEQUENCE 4�' M S SHALL REMOVED FROM THE STE AND DISPOSED OF IN A 1.INSTALL SILT FENONG TO ESTABLISH THE LIMIT OF WORK AROUND ALL DISTURBED HER By ENGINEERING &THE L BE E CONTRACTOR AREAS ON THE STE 4�7 X AREAS SHALL BE PROTECTED AT ALL TIMES TO CONTROL SEDIMENT Z CONSTRUCT TEMPORARY CONSTRUCMON ENTRANCES AT POINTS OF EGRESS FROM SURVEYING BEYOND THE UNIT OF WORK. THE SITE DURING CONSTRUCTION. y J / <SC y APPROVED ALTERNATIVE, BE TREATED WITH WATER DURING EXCAVAMON,OR 3.DISCHARGES FROM DEWATERING OF EXCAVATIONS SHAUL NOT BE DIVERTED VE.To CONTROL THE DUST. DIRECTLY INTO MY WETLANDS OR CASTING STORM DRAINS WITHOUT PRETREATMENT Engineers et 75 jri 0"OH FIND 'A SETTLING BASINS. Registered Professional /25/14 4.THE 9 PROVIDE ALLEXCAVATION,BACKIFILL AND A and Land Surveyors SITE SUBCONTRACTOR M INSTALL COMPACMIN Nk�ESSARRAY:TMOACHIEVE THE FINISH GRADES SHOWN ON THE PLANS t NECESSARY. BALE CHECK DAMS ALONG CENTER OF SWALES AT 100'D.C..AS 4 AND FOR INST TION Su STRUCTURES.PAVING,STDIRMWATER MANAGEMENT AND ALL UTILITIES( NECESS 78 North Street - 3rd Flmr E-4 INTERIOR AND EXTERIOR). S.CLEAR AND GRUB SITE WITHIN THE UNIT OF WORK. PERFORM NECESSARY Hyannis, Massachusetts 02601 5.EXSnNG PAYING EDGES SHALL BE SAW CUT TO CREATE A CLEAN EDGE WHERE IT OEM MON. STUMPS FROM THE CLEARING OPERATION SHALL BE REMOVED FROM IS TO BE TIED INTO NEW PAVING,OR WHERE ASPHALT IS REMOVED ADJACENT TO THE SITEAND DISPOSED OF IN A LEGAL MANNER. AS PAM BROKEN OR UNSTABLE PAVEMENT SHAU.BE REMOVED ASPHALT WHICH 15 TO REMAIN. Phone- (508) 771-7502 4z� AND SUBBASE REPLACED WITH SUITABLE COMPACTED MATERIAL PER PAVEMENT 6.ESTABLISH ROUGH SUB GRADES FOR PARKING LOT AND BUILDING PLATFORM. SECTION DETAIL HEREIN.ANY SAWCUT LINES SHOWN ON THE PLANS ARE Fax- (508) 771-7622 APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL BE DETERMINED By THE 7.PERFORM BUILDING AND STE CONSTRUCTION. www.boxter-nye.co R CONTRACTO IN THE FIELD To PROPERLY BLEND To THE SURROUNDING GRADES. PROPOSED ASPHALT GRADES SHALL BE PROPERLY BLENDED To SURROUNDING 8,ALL OUVALLS SHALL BE STABILIZED WITH STONE PROTECTION. SCUM ASPHALT WHICH IS TO REMAIN WITH AN APPROXIMATE 2X GRADE UNLESS OTHERWISE INFILTRATION/SIO-RETENTION FACILITIES SHALL BE PROTECTED FROM SEDIMENT AND 0 IDOMFIED. CONSTRUCTION TRAFFIC AT ALL MAWS WITH SILT FENCING AND ADDITIONAL S.T A M P A MEASURES AS REQUIRED BY SITE CONDITIONS AND THE ENGINEER. BIO-RETENMON S' 6.ALL PIPE OUTFALLS,STONE WEIRS.CHECK DAMS,AND OTHER DRAINAGE PLAN MNGS AND TRENCH SECTONS SHALL NOT BE INSTALLED UNTIL ALL IHEOVERFLOW AND OF SLOPE WITH A OUTLET AREAS BNALL HAVE0 FT RIP X 10 AP EXTENDED FROM THE OUTLET TO CONSTRUCTION COMPLETED AND FINAL GRADING AND STABILIZATION IS TAKING MA EW ITO _ADER. PLACE 80 M MINIMUM 1 FT RIPRNP LEVEL SPIRE .1 UNLESS OTHERWISE SPECIFICALLY DETAILED. 9.INSPECT AND MAINTAIN EROSION CONTROL MEASURES AFTER RAINFALL EVENTS W 7.ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE STABILIZED WITH 4 AND A MINIMUM OF ONCE PER WEEK. 4\ LOAM,SEED,&MULCH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AREAS E DD*I C CENTLY STASUSHED. MOPES IN EXCESS 10.REMOVE SEDIMENT BUILDUP AT EROSION CONTROL OENICES AS NEEDED. VI IL UNTIL VEGETATION HAS BEEN PERMANENTLY J-.1 AND AREAS THAT 94OW SIGNS OF S ON FROM CONCENTRATED FLOWS SHALL REDISTRIBUTE MATERIAL OVER SITE IN CONFORMANCE WIN EARTHWORK I'IVIL D! BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS(ECEI)OF CUR SPECIFICATIONS.. DOUBLE NET-CURLEX 11.98 By AMERICAN EXCELSI COMPANY OR E - IT "e., OR OU No. 43183 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR To PROVIDE REQUIRED COB'S 11.INSTALL SILT SACKS AROUND ALL EXISTING AND NEW STRUCTURES AND MAINTAIN ALL OUT THEM UNTIL PAVEMENT IS IN PLACE AND VEGETATION IS E TASUSHEO. AND PROPERLY STABILIZE ALL AREAS OF THE SITE. FALLS SHALL HE STABILIZED WITH STONE PROTECTION AS REQUIRED. a.ALL O"NAGE STRUCTURES AND PIPING SHAUL BE DESIGNED AND INSTALLED FOR, CON -20 LOADING. ALL CUT AND FILL SLOPES SHALL BE TEMPORARILY STABILIZED WITH TOP SOIL 64. H ALL.69 12. I SEED AND MULCH OR CURLEX AS REQUIRED IF CONSTRUCTION ACTIVITY CEASES ON SAID SLOPES FOR A PERIOD OF SEVEN DAYS OR GREATS. ALL SLOPES SMALL BE 9.A 25'MINIMUM SEPARATION SHALL BE MAINTAINED BETWEEN ALL STORM WATER PERM U NA a 75 ,Y6 MANAGEMENT INFILTRATION FACILITIES AND SANITARY SEWER/SEPTIC DISPOSAL AREAS GRADMENTLY STABILIZED AS REQUIRED IMMEDIATELY UPON COMPLETION OF FINAL i4 AN HAZARDOUS STOWE TANKS/FACIUMES. A 10 Fr MINIMUM SEPARATION SMALL ING. 4.6 ALL 13.PROVIDE SILT FENCE FOR INFILTRATION MCA PROTECTION.INFILTRATION AREAS CONSULTANT A BE MAINTAINED BETWEEN STORM WATER MANAGEMENT INFILTRATION FACILITIES ...... saw 1.15 AND SANITARY SEWER/SEPnC LINES,MANHOLES AND TANKS. SHALL E PROTECTED AT ALL TIMES FROM CONSTRUCTION TRAFFIC AND SEDIMENT _j LIMIT OF DURING"CONSTRUCTION. Top BFHI CLEARING 10.CONTRACTOR TO VERIFY IN FIELD,WITH ENGINEER PRESENT,SOIL INFILTRATION RATE AND GROUNDWATER ELEVATION PRIOR TO ORDERING OF MATERIALS OR 14.COMPLETE FINISH GRADING AND STABILIZAMON OF SITE. PLACE FINAL PAVING 'i) -f" RATE OF CONSTRUCTION(ASSUMED 8.27 INCHES/HR.INFILTRATION RATE). COURSE j IF RATE VARIES FROM ASSUMPTION OR GROUNDWATER IS PRESENT,SYSTEM My HAVE TO BE REDESIGNED AS DETERMINED BY ME ENGINEER.ANY MATERIALS 16.REMOVE SEDIMENT FROM ALL DRAINAGE STRUCTURES,DRAIN MANHOLES.PIPES ORDERED OR CONSTRUCTION COMMENCED PRIOR TO THIS OCCURRING IS AT THE AFTER COMPLETION OF CONSTRUCTION. REMOVE AND REGRAUE TEMPORARY BERMS. CONTRACTORS OWN RISK. SOURCES CHECK DAMS,ETC. STABILIZE DISTURBED AREAS. PREPARED FOR: UNSUITABLE MATERIALS ENCOUNTERED ADJACENT TO SOIL INFILTRATION LAYERS SHAUL 17.REMOVE HAY BALES&SLT FENCE UPON ESTA13USHMENT OF PERMANENT 1.0% BE R MOVED FOR 5 FT AROUND THE LEACHING SYSTEMS/FACUTES AND REPLACED GROUND COVER. STABILIZE ALL AREAS WHERE HAY BALES WERE REMOVED. 4Z)' B f / �/ WMIN SAND BORROW PER MHD M.1.04.0 TYPE B. Strawberry Hiff Nominee Trust RD-1 and RPOD ZONES 11,CPP-HIGH DENSITY POLYETHYLENE CORRUGATED PIPE WITH SMOOIN INTERIOR WALL To MEET ADS N-12 PIPE SPECIFICATION OR EQUAL CPP PIPE USE SHALL BE TION/MAINTENANCE PLAN HE ZONr 5 ALLOWED AS NOTED. A DIAMETER UP TO AND INCLUDING 24-.BACK RULING OPERA 5 1.1 CARE MUST BE HB cpp MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS AND SPEC 7 BY THE COMA' S.El AN SHAl I BE RERFORM EXERCISED(SEE ADS PRODUCT NOTE 3.115).63, 1 9 , IM-11 CONTRACTOR DURING CONSTR 61 EAr PUT INTO­RATUNi 12.ALL ROOF DOWNSPOUTS SHALL BE TIED INTO ROOF ORAINS. REFER TO ARCHITECTURAL0SPLANS FOR ALL LOCATIONS OF DOWNSPOUTS. CONTRACTOR SHALL PERSONNEL ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT S­MUL BE iR.P. PROVIDE ETIE-INS IN TO ALL DOWNSPOUT LOCATIONS. ROOF GRAINS TO BE AT LEAST 0 63.75 INFORMED THAT THE MAINTENANCE OF SILTATION CONTROLS TAKES PRECEDENCE o -AT 1.0-SLOPE MINIMUM.UNLESS OTHE WISE NOTED ON ME PLAN. 04. ;41 TREET$469 1B4.' OVER NORMAL CONSTRUCTION ACTIVITIES ADJACENT PROPERTIES AND S 25 1.;, Z MINIMUM TYPICAL COVER SHALL BE 2 FEET.U.O.N. SHALL BE PROTECTED FROM EROSION OR SILTATION CONDITIONS. 64.9 31 13.ALL RCP PIPE To MEET CLASS V SPECIFICATIONS. 'S'Z' INSPECTION AND MAINTENANCE.AS OUTLINED HEREIN.SHALL BE PERFORMED FOUR 6, TIMES WITHIN THE FIRST YEAR OF OPERATION. THENCE,INSPECTIONS AND IN 14.ALL PIPE INSTALLAnONS SHALL FOLLOW PRO ELT SPECIFICATIONS AND PIPE MANUFACTURER RECOMMENDATIONS. MAINTENANCE SHALL BE CONDUCTED ON A SEMIANNUAL BASS(2 TIMES A MR.)AND .5e, US) -19 AFTER ALL LARGE STORMS. AN INSPECTION REPORT SHALL BE MAINTAINED. 15.ALL GRADING WORK SHALL BE DONE IN A WORKMANLIKE MANNER ACCO PUSHED A- .25 ACCUMULATED DEBRIS IN CATCH BASINS-WATER QUALITY INLETS,OIL/WATER To CREATE POSITIVE DRAINAGE AND ELIMINATE ANY PUDDLING OR PONDING. THE SEPARATORS AND LEACHING BASINS SHALL BE REMOVED BEFORE IT EXCEEDS 12 64.33 64 ISPOSED OF PROPERLY. BROKEN OR DAMAGED GAS TRAPS/ 7. 4R, CONTRACTOR SHALL NOTIFY THE ENGINEER WITH ANY GRADE ISSUES OR QUESTIONS INCHES IN DEPTH AND D PRIOR To PERFORMING THE FINISH GRADING WORK. 76- HOODS SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO ENSURE ADEQUATE 20 FUNCTION. 16.STORMWATER MANAGEMENT FAO TIES SHALL BE PROTECTED MOM SEDIMENT ,'`'. -{ba.,1 r .% 1« ', H `'k0 ^ LIMIT OF AND SILTATION AT ALL TIMES.JUST PRIOR TO COMPLETION,THE SITE SHALL BE MADE AT ALL ACCESS MANHOLES.CATCH BASINS 84.0' cc) CLEARING SJBCCNMACTOR SHALL PERFORM A FINAL INSPECTION AND CLEANING OF THE A VISUAL INSPECTION STORM GRAIN AND STORM WATER MANAGEMENT SYSTEM. ALL SEDIMENT AND WATER QUALITY INLETS,OIL/WATER SEPARATORS.LEACHING BASINS,PIPES AND Tic SILTATION SHALL BE REMOVED MOM THE CATCH BASINS,DRAINAGE MANHOLES, DRAINAGE CHANNELS FOR THE ENTIRE STORM DRAINAGE SYSTEM. THE GENERAL ITION OF ALL OUTLETS SHALL HE NO AND A 1.85% REVIEWED AND ACCUMULATED DEBRIS BASH FOREBAYS.ETC.AND THESE AREAS SHALL BE SHAPED To FINAL CONTOURS CONDITION OF THESE STRUCTURES SHOULD EIC AND ELEVATION PER THE PLANS.ALL REPAIRS HALL BE MADE.AS NECESSARY TO SMALL BE REMOVED. THE GOING THE SATISFACTION OF THE ENGINEER PRIOR To PLAONG FINAL TOPSOIL,MULCH, DESCRIPTION OF THE DRAINAGE STRUCTURES STALL BE INCLUDED IN THE REPORT. 75 VEGETATION,SEEDING,ETC.. DELETERIOUS MATERIALS SHALL BE REMOVED FROM THESE STRUCTURES AND THE A. .48 64.74 -4 DRAINAGE CHANNELS IN ORDER FOR THE SYSTEM TO FUNCTIONPROPERLY. 6414 '-a 64.98 FIF 77 OU 01 EXCAVATION/FILL NOTES: ALL TUEM_DRAI NING CHANNELS.AND SLOPES SHALL BE KEPT STABILIZED. MY EROSION SHALL BE REPAIRED IMMEDIATELY. 7 F 1.SIDE SLOPES OF TRENCH EXCAVATIONS DEEPER THAN 4 FEET SHOULD BE WN.' 6, INSPECT THE UNDERGROUND CHAMBER SYSTEM THROU THE INSPECTION PORTS. IF .10 TWO-STORY UM T FLAMENCO(AS REQUIRED By SITE CONDITIONS)TO AT LEAST IH:IV OR SUPPORTED SIMILAR a IT. WITH TRENCH BOX OR DEVICE.ALL WORK SHALL BE PERFORMED SAFELY STANDING WATER IS NOTED IN THE SYSTEM FOR OVER 72 HOURS.THE SYSTEM IS IN Cupp ACCUMULATED SEDIMENT SHALL BE REMOVED BEFORE IT out..I XCEEDS 6 INCHES IN DEPTH.OR AT LEAST ONCE EVERY 5 YEARS. OFFICE BUILDING AND IN ACCORDANCE WITH OSHA AND MOSHA REQUIREMENTS CONTRACTOR SHALL NEED OF CLEANING.E 64,k OBTAIN TRENCH PERMIT AS REQUIRED. 5" 6 go 54� 1 AINT OX IN 154. - H 64.91 2.AFrER REMOVAL OF TOPSOIL AND INADEQUATE MATERIALS,GENERAL FILL THE FOLLOWING MINIMUM INFORMATION SHALL BE RECORDED: ALL D ONS S BIRAI SHOULD BE PROOF-ROLLED WITH A LOADED 10-WHEEL TANDEM-AXLE •DATE OF INSPECTION ;7 75 U GENERAL CONDITION OF THE ENTIRE SYSTEM TRE DUMP UCK.THE PROOF-ROWNG SHOULD BE PERFORMED AS DIRECTED BY A GEOTECHNICAL ENGINEER.NO FILL SHOULD BE PLACED UNTIL THE SUBGRADE IS CORRECTIVE MAINTENANCE ACTIONS TAKEN TO ENSURE ADEQUATE FUNCTION r di In AND WHEN PERFORMED. APPROVED BY A CEOTECHNICAL ENGINEER.BORROW MATERIALS FOR FILL OPERATIONS 14 •A 'OPY OF THESE INSPECTION REPORTS SHALL BE FURNISHED To THE PLANNING 64. FOR GENERAL SITE BOARD UPON REQUEST. GRADING SHOULD MEET AASHTO DIESIGNA110.4 U_ JXI OR MORE GRANULAR AND BE APPROVED BY A GEOTECHNICAL ENGINEER.ALL FILLS t 4 LIFTS AND COMPACTED AS FOLLOWS.UNLESS BE, SHOULD BE CONSTRUCTED IN 8'LOOSE 3: .1 IS ."goMANTENANCE OF THE STORMWATER MANAGEMENT FACILITY SHALL.BE IN OTHERWISE NOTED IN PROJECT SPECIFKAMONS: A ACCORDANCE WITH THE OPERATION MCI MAINTENANCE PLAN FOR PRIVATE FILLS SUPPORTING FOUNDATIONS AND FLOOR SLABS,95X OF ASTM D-1557 STORMWATER MANAGEMENT FACILITIES AND SHALL BE ME RESPONS131UTY OF THE GIt- R. AD 7,"3:i't1 6 011 hocT, AA AA AA (AASHTO T-180) -15B7 OMER AND THE ASSIGNEES. TOP 2 INCHES OF ROADWAY SUBGRADE AND SUBBASE.95X OF ASTM 0 VVV (PASHTO T-180) 64.M W 64 THE CONTRACTOR MUST NOTIFY THE ENGINEER AT VAST TWO(21 DAYS PRIOR To 64.82 1. RETANING WALLS AND FILLS WITHIN ROADWAY(BELOW TOP 24 INCHES OF THE START OF CONSTRUCTION. SUBGRADE AND SUBBASE).92%OF ASTM 0-1557 OASHTO T-180) 0 FILLS IN GREEN SPACE,BOX OF ASTIM 0-1557(AASHTO T-180)63.5 t'Jn 0 FOR PIPE EMBEDMENT WEDDING,HAUNCHING AND INITIAL BACK FILL),95Z L4 FILLS Ica OF ASTM D-1557(AASHTO T-180) 4 ABBREVIATIONS : 1, > I 2p SOC BOTTOM OF CURB 3 5 t 06 1- BIDS BUTIOM SLOPE 1.14X 4z' 64 U53 �CK BOW BOTTOM OF WALL BI OF 5!U5 b. I.OX-', 61 612. 6i4.21 IT FINISHED FLOOR ELEVATION k2 2 �j 5 ------- GS GRADE BREAK :2 0 ------ HIP HIGH PONT LP LN POW x 64.50 • M CW SHFFT TOC TOC OF CURB WN TOP OF WALL 6a z 2f 4 :1 SHEET TITLE Grading 7 and Drainage Z. 6311 INV4_71.us 64!-" 6 7; '.f'/TM U eg Plan Pm FALM R � wrL OAPD SHEET (State I-way Layout T662 R60Ii r NO 4,0 E),*17WJ -- ----- -62 DATE: 11/14/14 30 a 30 60 SCALE IN FEET SCALE:1".. 30' CONSTRUCTION J.-W CHECKED FOR PERMIT ONLY/NOT FOR CONS '.�SIGN BY: SOM R JOB NO: 20t CADD F1 BY:MOUE 1E ..... ... ......... ....................... ......................................................... ...... ............... ....................... .................................... S1^/A,1 UMOINFILTRATION-qA ES,AdUST BE g(1 ROWS OF 5)-CULTEC RECHAR(:ETi 280HD CHAMBERS(2 a`y, SPECIFICATIONS P PF�p n S 6 RP�PoNOFF�D THE FACILITY STARTER/FND UNITS AND 3 INTERMEDIATE UNITS,H-20 LOADING) �N`�ER NYE ALL MAMWALS MO WON(SHALL 6E IN AMOROAMM MN THE-WAY ALL WES SHALL BE CIRCULAR IN GROSS SECTION. R DETAIL. .. WTH 1.0 FT'OF STONE AT OUTSIDE PERIMETER (-1_+ PROVIDE INLET PROTECTION TOP STONE-59.50 ENGINEERING& DEPMTMENT STANDARD SPECIFMATONS FOR HIGHWAYS AND BRIDGES(MUSS),SPECSIC REINFORCED CONCRETE PIPE- /'•.. / M-97 SOIL SPEC QkYMS IF A REOTEONICAL REPORTS WAS PER"`'-MD ME � =,� (SEE DETAIL�I7A TYP.) BOTTOM OF CHAMBERS .98.78 PLANS HEREON.WHERE MWFUM W IKFMMATION COST,ME MORE RSTOLTVE 9RA. ALL OF THE FOLLOWING ORIMRM SHALL APPLY FOR REINFORCED CONCRETE� _ BOTTOM OF STONE_56.29 SURVEYING APPLY.ALL REFERENCES TO ASIY AND AASHRI SPEOnUnGNS ARLY M ME MOST N \.� SEE ACCORDANCE DETAILS. ALL WORK S R INSTALLATION SHALL BE IN _ RECENT VERSION. 1.MAMM'LS-ROMFONCED CONCRETE WE S HAL HAUL BELL AND SPIGOT ANTS �\�, $ ACCORDANCE MM MANUFACTURERS RECOMMENDATIONS pE'PpW51BL NOE 0 NFG.IATW MN RUBBER CA,OI AND SHALL EWAL OR E%®ASHY C-301.TARS SEMING $ FINAL M.S.OF WIN SLURP GONCEM RACED UNDER THE WE AND UP ME � Jf / _1f 9MS OF THE PIPE AT LEAST IOF OF ITS W19DE DIAMETER MN A MINIMUM Q Lj. B INSTALL ONE INSPECTION PORT IN ACCORDANCE MM FIICINIFAxA<NmN THICKNESS OF 3 INWES OR AS SNOMN O/THE DRAWINGS Z "\ ty% _ \ S MANUFACTURES RECOMMENDATIONS TYP.,SEE DETAIL 0217 Registered Professional Engineers M D`�F.G ITI�A-D a, RTVIEw,xl�_xiDRM.TGx WI,H,HE p ,\ _ j _ SITE ORFPARAnW MO taRINO 2.BEDDING-AU_REINFOREINFORCEDGON LL and Land Surveyors LN CREM PIPE COMMITS SHA BE G IN A COO i_ !'y r •'^�,ti \ CONCRETE BEGGING FOR MDR FNTRE LENGTH. AREAS DE9(iNAIED FGI 90PotON ARCS EMBMIOIFNE AIN SITUCTUML WOaO SHALL GEARED, fRIIBBEO MD SIPoPRD O TOPSOIL ALL TREES.VEGETATION,RCO9 MD 1 UYPNG PIPE-BELL AND 9MGOT WE SHALL BE RACED WITH THE BELL END J / PROVIDE SILT FENCE FOR BASIN 78 North Street - 3rd Floor OMFft OBECTONAAE YAIERIAL SHALL BE PdOVED. IXMNEL BARKS MD SHARW UPSTEAY. AN15 SHALL BE YABE IN ALCGiDANCE WITH RECUIMDNATQH9 S. p A i,ti-I PROTECTION.INFILTRATION AREAS B{EAI(S SHAH CE ROPED N NO STEEPER THAN 1:1. THE YANUFACIURER OF THE MATERIAL ARER THE ANTS ARE SEALED FOR THE / f!' \\� �f $HALL BE PROTECTED AT ALL Hyannis, Massachusetts O2BO1 ENTIRE LINE.ME MONO SHAH.BE PLACED So THAT ALL SPACES ux9M THE SEE DETAIL 110-A '\ \ TIMES FROM CONSTRUCTION AREAS TO BE COVERED BY ME NRLTMTM AREA OR BASIN WILL BE GEARED OF'AL PIPE ARE FILLED. CARE SNAIL BE E)EROgD To PREVENT MY DE IAIION FROM FOR BEEHIVE(RATE TRAFFIC AND SEDIMENT DURING TIMES,BRUSH,LOGS;FENCES. RUBBISH AND OTHER O9.ECnONAB1E MATERIAL UNLESS ME OIDNAL UNE AND ERODE OF ME PIPE. ME FIRST ANT COST BE LOCATED d ,// �. INSTALLATION& coxsmucnoN. Phone - (508) 771-7502 ONEDM9E DESIGNATED O N ME RAMS. TREES BRUSH AND STUMPS.HALL BE WT MMIN 2 FEET MGM ME RISEN. , CBa DETAIL a FOR - RMXMAIELY LEVEL MN NE GROUND SURFACE FOR DRY STORYnAIFA MANAGEMENT CATCH BASIN FOX - (SOB) 7J1-JB22 PONDS,A MINIMUM OF A M0 MT RADIUS MOUND ME INLET STRUCTURE WALL BE C BAOmWNG SHALL CONFOM TO'SMUOURE BACmLL'. R.bLO STRUCTURE •l• GEARED. ALL CLEARED MD GRUBBED MATERIAL SHALL BE GISPOSED OF WTSOE AND OUTa BBU.PF WWW.t)0%ter-nyE.CORI BELOW Me UNITS OF ME DM,BASIN AND RESERVOIR AS DIRECTED BY ME OWNER OR S OMER DETAILS(MT-SEEP MARS VALVES.ETC)SHALL BE AS SHOWN W ME I, f -., F'�----38' _ HIS REPRESENTATIVE OWMNGS ME C NACMR SOUL ENSURE ALL SWIM AREAS M00H ARE GESMM FOR"FILTRATION M-1 PIPE_ `.N/ _ ^ 80.0• _ . SHALL HAIL MEIN EXISTING INFILTRATE BUBSOL COMMM NS-QED AT ME HEREIN ` / 1 STONE CIIE INV.-ge.0 O i; I STAMP, ^C -am EJF'ATGNS FOR ME STORYW'AT R MMAGCMENT FAGUTY. ME INnl1RAT8lE AL W ME FDLLOMWG CETERA SHALL M0.Y FOR PO.YVNYL MLOEDE(PVC) �T J li A uvED EDAM ME OE9GR ELEVATION 91A11 NOT BE w.ED,ALTERED as AFTEmFD mOM M I DAM SEE DETAIL q'R'.A INSPECTION PORT 'y Y GON6MUCTION N ANY WAY, WITHIN BASIN FOOMWNTS,BOTIOIS MO NW-BwBAN101ENT RPM' TOP OF BERM /626-A&�21 N! INV.-57.80 (NON-OM)soEAGPEs,No UNWITABLE OR LESS PERMWS MATERIAL s ALL BE PLACED TOP of BERM 0 SEE DETAIL ELF/.-63.90 WEIR ELEV.-82.SO t {LF 12"CPP ' 1.MATERIALS-PVC PIPE 91AL BE PVC-1120 OR PVC-1320 CONFORMING TO A91M �,.., 1 EyEy-83.0 ��k Ob 1,,. i' STONE CHECK M EM OVER MESS DYERS WI CH COULD AFFECT ME INFILTRATION RAM UNLESS ONERMSE D-1T85 OR ASHY D-T211. _ :'i r' \T Q 0y A PIPE O 5-B.Ox HYMNS Gts! BPEOFlCALLYIDENTIFTTOM BY NE ABAMM IF SM-DADE SILL IS NEEDED mR$RIM _ ' INSILIRATW BOTTOM AND NON-BMBMIONENT(NCI-DM)SIDE ROPE AREAS ME FILL i \ •Q `C M�6 SEE DETAIL „AL MEET THE SPECVICAnONS OF MHO-S B M.IN04.0 TTPE B. nLL IN AREAS OF 2 AN3 AND CONNECTIONS TO ANTI-SEEP HUMS SHALL BE COYPLLIELY �' + / /828 h Y821 ��L� wATERRGR. ` 'y �`.l r;r �� ?{ d,c'h',. HEIR ELEV.=e290 W. R1LYMn011 91AL1 xm aE DVEMr CGIRACIFD. nL1RAnw AREAB SHALL az /� Tp PRROTECTED FROM EXCEBSIVE CONSTRUCTION EWIPYENT MOVEMENT MD SEOYENT/Oms. 1 BEDONG-ME PPE WALL BE FIRMLY AND UNIFORMLY BEDDED THROUGHOUT ITS _ - - EVo 68 M O E� N RIINOFF 50 AS TO PRESERVE ME INFILTRATION CMARACIEPoSYC L (tl4TE;R,DM I NnrE LENGTH. WHERE Rax w WIT,SPONGY ar OMDI uNsrAmE sOM Is / , $ ^` Y (� DOMMENTS 9HA1 HAVE M IYRAVIWS GONE AS NOTED BELOW MO IN ME SWIM ENCOUNTERED,ALL SDGH MATERIAL 9Na1 M REMOVED AND RERraO MN // _.-. CIV // - OETALS MO 010n SECTIONS). WTABLE EARN COMPACTED TO PROVIDE ADEQUATE 91PPORT. ii'' '�•� V.-88.8] y' F U. r ` IN THIS nIWN MM THE ixaNE� gS NEFItm, A B FLUNG SHAH CONFORM TO'STRUCTURE B­'. / ^� ''1 P�14 •-8•$CM 40-PVC . \INV.-58.87 LL PERFORATED PIPE O 9,0.5[ ' TOPSOIL OR RMTNC MATERIAL REWIRED FOR SEEDING SM OR VEGETATW GROWN ON S.ONO DETAILS(ANTI-BEEP COLARS VALVES,ETC.)SHALL BE AB SHOWN ON THE \�\ , . ME SAWN SOTTOI AND NW-EMRANNMENT SOEACPES.WH BE PLACED IN ONLY A ORAMN6 �:m ` //'THREE(3)INCH SURFACE DEPTH OF L0AMY SAND OR SANDY LOAM TOPSOIL(EXCESSIVE \ j� T/d N T TMlSI! SCOWL NOT BE PACED WHOM.FILTRATION IS USED). ME TOPSOIL SNAIL NOT COd®EIE yy _ O� INYIBrt TIE INFILTRATION RATE ai NE FAOLIIY, ME TOPSOIL SHALL BE LL59 TARN 51[ •T•., m V.- - FOREBAY/810-RETENTION AREA F 8T� CAY CONTENT(AMD GS%MATERIALS PASSING ME/1GO SM.CORRECTED PH 55 B,5, CONCRETE SR MEET ME REWIROAMTS OF MNDSS .-I FES ��� MD ORGANIC MATTER OF BETWEEN 13%To M. 85 NAME(J)INCHES OF HARDWOOD YULIX SHA.IRE RACED AROUND REWIRED SHRUBS NW' FICE E c INNTImD RKN PI su AB xRnml. BIT.OF / SF 65 CONSUL T MO oM"-nED LMOSCAPE PLANTINGS,MULCH SHALL W PLACED ACROSS ME PERWOAATED PIPE FOR IENCTM MWN BN9N 10 UPSRRFNI 90E TOE OF WERRA'N " -a-S b s-/ 10 RET. ` TOP OF BERM INV.- .�, BOTiOI O BID-RETENTW AREAS IF 9E0FIEG IN THE RAN pETaLS WHERE A RANTING SLOPE MD NON-PEAFORAIED WEAB NEEDED To E%TDND UNDER OIEPFLON WTDR P _ EA-81.0 V-58.95 .=83.0 58.80 INV.-61.0 - - PLAN.OR SCHEDULE IS NOT IDENTIFIED FOR ME SWIM FAOUTES.MEN ME BOTTOM AND M.RET. P E O S % - $F. F - $F SIM 9 FPFS M SM EVENS AND BIOREIENTON FACUMS 9 BE STABIU=MO- DXTDND CLFANOUT PIPES ro AIRFACE WRH VENTED CAPS AT lg MD YS. ` SEEDED AS FOLLOWS: ANY CLOVlOUM IN AREA W81ECT TO VENMIAUR VAn M:SN9M.L BE INSTALLED WIN _ CONCRETE COWS. -INT O MSEN TON AMID 91A1 BE SEEDED AND STABU30 MM'xEN TEA O PK eIPI rnW -E'T AREA#Y/BIO-RElENAON STONE ENGANO CONSERVATGI AND WILDLIFE SEFMIX. ERE OF %/>T( AREA/3 CURB CHANNEL, RIDE SMES 9RALL BE SEEMD AND STABILIZED MN NEW ENG AND OR M ALL WOW ON PERMANENT SINUCNRES SHALL BE CARRIED OUT IN AREAS FREE _ �� WNnEdAAESTONAnON 5® W. FROM WATER. NE CON1RAmOR 91gLL CONSTRUCT MD YaNTaN AL TET1POiMY CURB OPENING r�(0 SOT.OF 810 OPENING SEE-- PREPARED FOR -THE CW ACTOR SMALL BE RESPON9AE FOR REPARING EROS..C OUT OF ONES LEVEES.COFFER DABS DRAINAGE CIHMNELS.AND STREAM DIVERSIONS I F SEE DETAIL -. RET.AREA-61.0 SEE DETAIL DETAIL SEDIMENT FROM OMSON.AND RESEEDING AS NEEDED UNTIL NU.STABN7ATION IS NECESSARY TO MOTEm ME AREAS TO BE OCCUPIED BY ME PERMANE T WOWS - !....! /415,TYP' / N 1 /621 , AIXIEVED. THIS 9HM1 BE REWIREDNRWGH TWO GROWING SEASONS ME CONTRACTOR WN ALSO NRNW.INSTAL.OPERATE MD MANTAN ALL •TYP. NECESSARY PUMPING MD OVER EWIP1MW REWIRED MR REMOVAL OF WATER I-r " STONE TIANN _,.,{,4. �\ Strawberry HIII NORIInP.P.Trust ONLY OTHER MATERIALS SPECIFICALLY 10MYSED AND REVIEW])BY ME ENGINEER.SHAH FROM ME VARIOUS PARTS OF ME WOW AM FOR MAINTAINING ME EXCAVATIONS, F I N , SEE DETAIL/621, BE PLACED W THE BASIN BOTTOM. FWNOATIGN MO OTHER PMM OF ME WORK FREE MGM WATER AS REWIRED OR - _ ` DIRECTED 9Y NE ENGINEER FOR WNSTiUCTNG EACH PART OF ME WORK. AFTER A+N FI�FOR Ew9ANYMENN axlY. HAVING SERVED NOR PURPOSE,AL TEMPORARY PROTECTEE WOWS SHALL BE B MAYDIA-ME FILL MATERIAL SHALL BE TAKEN FROM APPROVED OE9GNAlEp BORROW REMOVED OR LEVELED MD GRADED TO ME E%IENT REWIRED TO PREVENT ti " AREAS IT SHALL BE FREE OF ROOM SUMPS WOOD.RUWs N,S U GREATER MAN OBSTRUCTION.MY OEOME MHA150EVEN O THE ROW ER HART TO THE SPILLWAY Oa .RET IAMCE Am 50 T NOT TOW TR AM IN MY MAY WITH 111E W.M FRO2EN OR OTHER 0&ELTOHABLE YAIWALS nLL TO SE I FOR`A CENTER Q OPERATION OR L ME XI ME STRUCTURE STRAY OIVER9ON5 9NAI1 BE ME OM deMKMENT MO WT OFF TIRBI-MHIIX AIR TO CE IYRAYEABLE SHALL MAINTAINED UNTIL ME NLL RAN CAR BE PASSED THR ICU ME PDnMMENT GvEMCONFORMTO M UU n O SOT QA59nGTON GC.SG CH OR CL-CGESON.6N MAY EE -._�.-• OVEN N NE USE O OTHER MATERIALS IN NE EMBANKMENT IF DE51(N MD �' ME PEYOVAL O WAITED iRGA ME REWIRED E%GVATONS AND ME GONSMDCRON RE WPC—BY A(EOMCINICAL ENGINEER. FWXOAN S SHALL BE ME UGAVA IN A MANNER O TO NE EKTDNT MAT WILL T N MAINTAIN STABILITY WI THE ALLOW YBF ROPES AND BOTTOM OF REWIRED ':•, PUCEMENT-AREAS ON MRIIX FILL R A BE RACED SHALL BE SCARIFIED PRIOR To EX YATIWS AND WILL ALLOW SATSFACTgRY PERFORMANCE O AL CONSTRUCTIW J PI.ACIIENT OF iRl. FILL MATERIALS 91AI1 BE PLACED IN MAXIMUM B INCH MIIX OPERATIONS WPoNC NE PLACING AND COYPACTNG l)i MATERIAL IN REQUIRED EXCAVATIONS ME WATER LEVEL AT ME LOCATIONS BEING REFILLED WALL BE (, S RyCRE COMPACTION) LAYERS ARE TO BE CONRNUWS OVER ME ENTIRE LENGTH 6 ME ...-ED BELOW ME BOTTOM W ME EXCAVATION AT SUCH LOCATIONS WNICX � iJ _ LL NE MOST PEMEABLE BORROW MATERIAL SHALL BE RACED IN THE OOMSIHEAY MAY REWIRE WAMNG ME WATER TO SUMPS FROM WHICH NE WATER SHAH BE 1 PORTIONS OF ME OM EMBARKMENT. ME PMQPAL SPILLWAY MUST BE INSTALLED R1YPED. MWQINRNTLY MN nLL PUCEMDNT AND NOT EIGCAVATED INTO ME IN BAMOIENT. ) COMPACTION-ME MOVEMENT OF ME HAULING MO SREAGNG EWIPMMT OVER THE eTecn_ISenW 10 0 10 20 EMBARKMENT RLL WIA. BE CWTROLED W MAY ME ENTIRE WJRIFACE OF EACH UR AM1 BOROW AREAS SHALL BE GRADED TO RRO M PROPER DRAINAGE MD LEFT IN SWM FACILITY#1 SHALL BE TRgVEN3D BY NOT LESS THAN ONE TREAD TRAIX OF ME EQUIPMENT OR A 9GNTLY C M M. ALL DIPOA ES SD SURFAC OF ME EHBA M"On- WAY, WMPACTW SHALL BE ACHIEVED BY A MINIMUM OF FOUR COMPLETE PASSES 0,A SPOIL MD BOPoROW AREAS, AND BERMS SHALL BE STABILIZED BY MEGING UMING 9 EEPSFOOT,RUWER TRED OR VIBRATORY RG (COYPACTW OF95%STANDARD FER11U21NG AND MULIXING IN ACCORDANCE WIN MKM OR AS SHOWN ON ME SCALE IN FEET PROCTOR SHALL BE AIXIEVED). FILL MATERIAL VH CONTAIN SUFFOOT MOISTURE AMOIMPARTNG DRAWINGS. SUCH THAT ME REWIRED DEGREE W COMPACTION WILL BE OBTAINED MN ME EOUIRENT USED. ME nLL MATERIAL 9Ia1 CONTAIN SuMOMT MOSTURE W THAT IF ERO=CAN Bm WENT eOxmG FORMED INTO A BALL R WILL NOT CRUMBLE M7 Nm BE W MET MAT WATER CAN SE Au0 SCE®WT. =STUCROM OPERATWS MLL M CARRIED WT IN SUIX A MAKER MAT ER0SM MLL BE M TRCLED ANO WATER AND A.POLURON WKAQFD. STATE MO - WOED DENSITY SHALL NOT BE LESS MAN B5%OF MAXIMUM DRY EST` LAWS CGNGENHNG MULjT1O1 ABATEMENT MLL BE FGLOWED. DETAIL A MINIMUM PoE MN A MOISTURE OMMNT MNIN!2%of ME WTMUM,EACH DYER OF nLL SHALL BE EROSION AND SEOYENT GOHMQ 4ESVRES 10 BE EMPLOYED WPoNC THE Wr• COMPACTED AS NECESSARY TO OBTAIN MAT DENSITY.AND IS TO SE TESTED MD CONSIRUCRON PROCESS SHAH BE IN ACMRDMCE MN ME SEDIMENT ERO9W CERTnEo BY A MOTEGINICAL OGNEED AT ME TIME OF CONSTWUM. ALL COMYRW RAIN HERON AND GENERAU-Y ACCEPTED PRACTICES COMPACTION IS TO BE DETERMINED BY AA9HTO MEMOD T-99. SYMI-TER=AM DIT FA MB SHALL BE PROTECTED FROM SEDIMENT AND - �- 9LTAR AT P11 TIMES JUST PRIOR TO COMPLETION,ME SITE WBCGNMACTOR M - - - WW1 PERFORM A FINAL INSPECTION AND CRANING OF ME.STIRM WATER F BACIDTU.ADJACENT TO PIPES OR STf6RLTRAES 91AL BE OF ME TYPE AND WARTY MANAGEMENT SYSTEM. ALL SEGMENT AND 9LTAMM SHALL BE REMOVED MGM ME N CONFOR MING TO MAT 9PEDFIED FOR THE ADANING FILL MATERIAL ME nLL SHALL BE BASINS FOREBAYS,ETC AND NESE AREAS SHALL BE SHAPED TO FINAL CONTOURS' > CURB OPENING SEE RACED IN NMZMTAL LAYERS NOT TO EXCEED FOUR 11 M IN WI SS AND AND ELEVATION PER ME PLANS ALL REPAIRS SHALL.BE MADE AS NECESSARY TO N DETAIL/415,TYP. B GOWACMD BY HAND TAMPERS OR OTMR MANUALLY GIRECTED COMPACTION EOUWMENT. ME SATISFACTION OF ME ENIMEER PRIOR To P ACNG FINAL TOPSOL..YULOH, NE MATE A.NEEDS TO FILL CCMPLLIELY ALL BPAES UNDER AND ADJACENT TO NE VEGETATON,SEEDING ETC Q - WE AT NO TIME WRINGG THE&TOmWNG OPERATIONS SHALL.DRIVENEWIP4ENT BE STONE CHARNEL. CO , ALLOWED OVER OR WIN IN 4 FEET OF A CGNRETE STRUCTIM OR PIPE,UNLESS THERE IS z SEE DETAIL�z1, 01 A COMPACTED Flu,0' GRAT 24'OR ER OVEN ME SYW=RE OR WE. p w K TOP BERM (aJ o ELEv.-.-ea.2s 1,-.) N ele-Bee p - T-, ROOK RIPRAR R00(WRAP COIL MEET ME REGURI MENTS OF MHDSS U ..y�` /( l.`: C`'- ..� F 'S C ME MRAp SHALL BE RACE TO ME REWIRED NIIXNESS IN WE OPEAATR ME K \ ��$ j .�S Jf is.- H m ROD(.HALL BE OWVERED MD RACED IN A MANNER MAY MLL INSURE ME WRAP N (O JC �$ TV PULE SHALL 8E REASWAAY HOYOdNEW3 WITH THE URGED ROCKS UN60RiYLY �S ., STONE CHANNEL MSYEBUM MO FIRMLY IN CONTACT ORE TO ANOMDR MN ME 9MAIMEA ROIXS F G Q I DETAIL/621 \ Ui ME VOIDS BETWEEN ME LARGER ROIXS. FILTER MON SHALL BE RACED UNDER ALL __ PoPIRAR AND SHAH MEET ME REWIRE3HEN14 O' MHDM ME WRAP SHALL BE SET MD _ AREA 1Y/e10-RETENTION r 11 /WRB OPEN]G SEE 1 (,) SHAPED PER PLAN AND W AS M BE LEVEL MM ME WRRWNOWG OXIDE ME RIPR/.P AREA/1 r,.y(" it 4 lF 12" P 3'.1� /I DETAIL OG L/41 TTP � O 91a1 BE PROPERLY SHAPED 50 NE NAtEii ROW IS WITHIN THE WRAP OHMHFL y`r`:, PIPE O S 9.0% _ PIP47 E OSCH{0 - :. •... A 5:... BID-RETENTION AREA PLANTINGS 9 li^6'SCH 40 5_O'SX PVC PERFORATED /SLOPE TO DRAIN PIPE O S-0.5% STONE CHECK .�L, HP• ' ` FMIO)nARrtENIs SITE!ff P1,PGD WI11M1 THE MR,LS SCAM As YMIQIFD".® 1• DAM SEE DETAIL i_j% - F EBAY/810-RETENTI z O a uaH I#o-NETOFMRN nunr. /628-A h g821 INV--58.60 INSPECTION PORT(TYP, r`" y AEA/2 BOT.OF 810 RET. / W'DR ELEV.=6250 SEE DETAIL/21] 3 AR A 1.0 1i-6•-SOH _ T N AREA E 8 BIO RETEN 0 EA d1 PVC PE. O emMIrAL NMe COMMON NAPPE: �/�Fe^.HS, COMMENTS BID-RETENTION AREA d3 \` _ 2 2 3:1I PIPE OS+O.9% w Iy1y'P COMMON NAME. QUANmY/SPAGNG: f,�y1Q{T$; , w MIUP.Es.EP A YI R OF VIES ISY6 IN Iarcx AT REeaMMENOED SPACNGI _ PROVIDE SET FEND FOR BASIN -AROMA aTBUTIFaW RED CHOI®ERAY I S/4 R 0/C 1 G4M_ U.ES'(RAGE A.-RE DF THESE BUMS N SMEM AT REGOIMMENDEO BPAON[1 PROTECTION.INFILNAFTON AREAS BIT.OF BIO NET. L 1 SHALL BE PROTECTED AT ALL PROVIDE INLET PROTECTION STONE CHEC AND AREA-61.tl p j- -ARoxIA MDNIOGAPA BIRO(CRgIEBEARiY 5/a R 0/C 1 G41_ -ARM ARSUTMUA RED CHOKMERAY 2/4 R O/C 1 GAL TIMES FROM CONSTRUCTION (SEE DETAIL/617A TYP.) BOT.OF RET.AREA-61.50 DAM SEE DETAIL -VACCWUM VR. LDWA9H BLUEBERRY S/3 R 0/C 1 GAL. -AR. .MEUNOCRPA BUCK COKEBFARY OI I 2/4 R O/C 1 CAI. CONSTRUCTION. OVRING F MAFSEE DETAIL 140-A FOR BEEHIVE /626-A&/621 pn OR TE INSTALLATION&DETAIL/105 WEIR EIEV.-62.90 6 LFS18.501 .I -VAMNIUM VAR. LOWMMH BLUEBERRY G 2/]R 0/C I CAI. - BD.�L FOR CATCH BASIN STRUCTURE 10 PVC PIPE O '1IIll INFILTRATION RATE I�9fI,I 0 IN ORDER 10 PRESERVE _ CONTRIB UTING RUNOFF TO THE �VOV MM.ON—WIN WIN a AT RMMMOIM�WaCON �/11 8 .._ PROPOSED FERN SEDGES AT REMNIODII NFIL NATION FACTURES MUST BE R-y20/ � P �A01L15 VIAL 1LWpN RU9r COMMON RUSH 6/24'0/C S"POT _ -0DMSRAEDIW WNLTE®MA NAVSCENTED FERN B/W O/C S'POT -JUMT6 VMt'GOWRI RU9P COMMON RUSH ]/24'O/C 5'Pm I \\ STABILIZED PRIOR TO THE FACILITY pRT.59.E /(V RECEVING RUNOFF. I'.I( I r J 4.0 5'POT - E i / C DEN AAD W RIC EDBEA W YSGENTED FERN ,2 �$F 1 ®®� E. -caMx CDNIa sNowuNE sEocE a/21•o/c s•Pm/vAIEFATEo \SF �'�- ' -CARE(WGRA B K SEDGE - B/24.O/C S•POT -CNROI COMMA SNOWUNE SEDGE 3/2a'O/C 5'POT/VAREGTED n _ `,. _ SHEET TITLE sEOGE ] a•a/c s'Pm L, _;I_ - g(1 ROWS ar s)'•'•YA1�c�rRCHAgGER MIN CHAMBERS(2 . 1 STARTER�OUT STONE AT31N�REIEPERMEUN�TS H-10 LOADING) Ormwater Managemen BIO-RETENTION AREA 82 Rlo-RFTFNTION AREA N4 oPS )W80-E. SA OUTSIDE M BOIAUIG^i NAME COMMON NAME SAMIdEfa$: 9pTAN�a�R41.PPF' COMMON HeuF- L'DMMQQS: i^., BOn0M1 0 STONE-9-2 SFacilities Enlargements t j ...t / /-(( .. ..-� r- ........... �+cyEfE0..OErM.s �1:..AND.ANSTAUA EA11 /-.. . - AT_flE� �- .. d •.. �_. ACCbROARCE WITH MZFACRIRERS RECOMMENOAAD -B J..... /.._ J -ARONIA AR IUTEouA RED CHOAESEARY 3/4 Fr O/C I GAL -ARONIA ARBUTTmlD1 RED CHOKEBOa Z/H FT O/C I GAL _ i , _.._ .... ... ...._ ✓ ? __-__ NO ..: .SHEET ,\ \ INSTALL ONE S REC MM PORT IN ACCORDANCE SEE DETAIL C4.1 -sROxM MFJANOCNEA BIACI(CHOKEfiBARr 3/a R O/c I SAIL -AROMA uEVRaGTRPA BtacK CgKEBERRr y4 R O/C 1 w. `X 1 _ . -VAMM.VAR. WWSUMH BLUEBERRY 5/3 R a/c I GAL. -VACMRUM VAR. LOMSUSN BLUEBERRY 2/3 FT O/C 1 GA. MANUFACTURES RECOMMENDATIONS/A9.,SEE DETAIL/217 -+ i P ::..:.: f .,� n , V / AMHaRs VAL*MMON RW COMMON RUSH 4/24'O/C S.MT -JIRKEIs WNLOOgH,' MW COMMON RUSH 3/24.O/c 5•Por I`� '�•, / DATE: 11 14 14 -ODF6TAmlY RMcnolMA HUYscENIEo FFRH 4/24•o/c s"roT -0EEHBTAFmW RrcTaOBAA laYs(xmEo FEW WN 3/24•O/C s'Pm .....------ - 10 0 10 20 -CMG(GORMCA SII ME SEDGE 4/24'O/C S POT/VAPoEGTED -OTFEX COWL SNOWUNE SEDGE 3/24'O/C V Pm/VARRCAIED - 7wGu BucK SEDGE a/r•o/c 5•Pm -CUTE%nICRA Bl/p(SEDGE 3/24•o/c s•Par 10 0 10 20 _- -...._.... _............. ............... ..._....-..._ ...._...-................ E:1'= 10'GALE IN FEET SWM FACILITY#2 s C A L scALE IN FEET ( FOR PERMIT ONLYMOT FOR CONSTRUCTION SCALE R A W N/DESIGN B Y:SON C H E C K E D B Y:VINE JOB NO 20T3-060 C A D D FILE:2013-060-MAWq BAXTER NYE 4. ENGINEERING& FOREBAY/BIG-RETENTION 'e SURVEYING BOT.of - 1se''SF o aEt Taa dF BEAN INV.- / J - ti? 7 Registered Professional Engineers 6' 40 EA-81.0 V. % re3.0 S6.ea INV.�81.0 - - \F SF i-, and Land Surveyors P - - -.r 71----- v E 5 i SF'- •� FOREBAY/BIG-RETENTION. ~ - 63_1 63; �, Hy North Street - 3rd Floor - d srGNE Hyannis, Massachusetts 02601 AREA,3 1�.0%. .CURBNEL �- fG. 8 Q CURB OPENING BOT.OF BIO OPENING 'DETAIL - bo SEE DETAIL RET.AREA=61.0 SEE GTY L Phone - •J Hls. #41 T1P /62t. _ - \\ . l Fox - STONE CHANNE �- j' _ . WWW. 0 J /a 1 ED / jy 2j C 1 No.4 183 _ �i H B 3.13 63.b6 t' ��3 . ; °� �Q ! O\'.�__J G. CON S70 d j LC) 63.31 tong -63.61 •�, ,�� - / t \)% CONSULTANT 63.06 boc -;o63.44 boc 63.75 boc 64.69 toc 64.0 boc 64.0 toc � PREPARED FOR 64.25 L Strawberry Hip Nominee Trust 63.33X 64.9 x 64.25 10 ,1. _ 63.50. , 3 cp� � 6.,.25 .10 6: 7°� boc ° v :a 64.33 '64.33P�' ,,7 r; /� NV.-6239 INV. 8241 ' 34.33 64.98 .8'.0 °V 64.50 _64 6 toc ° I !- NV 62 INV. 62.36 y 63:96 hoc 84.0 ( `` II 64.0 w �, TIEG o ° � m34," t; .- _ . x N V 64.1 4.48 T !(777�� 5 a 0609 toc ROOF DRAINAGE o 0 10 zo m N SCALE IN FEET a o s s v +n SHEET TITLE Roof Drainage Enlargements SHEET NO C4.2 DATE: 11 14 14 10 0 10 20 _ SCALE IN FEET - .......................................................... ........_....................................... AWN/DESIGN BY CMEL D Y FOR PERMIT ONLY/NOT FOR CONSTRUCTION D R 50.V K E B :NNE JOB NO M13-M •' C A D D FILE: M13-O60-fa.4�9 BAX7ER NYE' ENGINEERING& SURVEYING Registered Professional.Engineers:. '- . - and Land Surveyors - `: 78 N0 -•kh Street 3,d Floor Hyannis, Massachusetts''02601 . . _ Phone - (508) 771-7502 `.<• _ . Fax - .(508)771=7622 www.boxter-nye.com - ,. STAMP - �" g1A F AAA El DY CO u,� ANTNo.43183 OfSTE VIL 64.29 CONSUL ° c+ xx ./..� TOP SEW-59.46 64.76 toc 64. 2', ' 98 64.98 NV.-62.48 205'CEARANCE _ PREPARED FOR 64.26 boc NV 6,. 11 r T ',v 41.9 2' =T 6 4i ]B ', Strawberry Hill Nominee Trust oo ,, r 0 4. toc RD �„ R \63 �6 �P , D 64 04 qc X INV.m81.43 - --.... boc PIPE O S=1.Oi ; '/. 64 50 toc 64.32 boc 64. 64.76' ¢o 64.82 toc 64.40 toc r .�. 64.26 boc 63.90 bo X ° �o4.50 . - CURB OPENING SEE DETAIL/4,5,TYP. - B B a - . STONE CHANNEL. SEE DETAIL 8821, - O'y - 6 4.0 6 t o c - a - 63.15 boc ELEV.Topo'6425M 1.0 63>.81 ..Ia.�.E 1 0 - r :r, �; w 2 as Q�J- �sSTONEECHANNE 64.21 boc 6 -�CMB OPENI E DETAIL Ht . 64.46 ? oC;; ~(n _ - -k(PE O S 5.O1L to W V -, .q. L7 lf...6-SCH 40 - An _ - O O �/� 1 -" 5=0.51L a INV.-5. ..t.. Z _ 6- OR 40 - PERFORATED ("`� SLOPE TO DRAIN--� 74. O 5-O.S7G STONE CHECK • - F E13AY/810-RETENTIO J a o OAM SEE DETAIL 5 Al EA/2 - / U 1626-A d:#621 ttp.y INV.-58.801NSPE11 PORT - 80T.OF BID RET. WEIR ELEV-62.50 SEE OETNL'#217 LF,�•_.501, �' ° AREA-61.0 PVC PERFORA / t�j. _ ' PIPE O S't0.Sx CJ - _ ITV �'I PROVIDE SILT FENCE FOR BASIN _ (E a` _ I I L PROTECTION.INFlL1RA71Q1 AREA4 IT.OF 810 RET. X - N ROOF DRAINAGE 10 0 1D za, Z a r F ?. .. - SCALE IN FEET - SHEET TITLE . .. Roof Drainage: Enlargements .. SHEET NO - C4.3 • e _ DATE: 11/14 14 - 10 0 ..10 20 SCALE IN FEEL , SCALE:1'= 10` - (_ ..... .. :... .... ... ..... ... ..... ...... .. ... A w ANY FOR PERMIT ONLY/NOT FOR CONSTRUCTION D R N/D E ei G N 6 Y C.E.H£C K E D B Y;MNE J O 6 N o "p,3-060 C A D D FILE':-207J-060-f9.dy BAXTER NYE ENGINEERING& SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street — 3rd Floor TOP OF BERM-64.90 Hyannis,Massachusetts 02601 ..............................................................................................................................................................................................,as :6 ........... Phone — (508) 771-7562 E S .............-............ ...................... ............... (508).771-7622 4 ........... .....- ............................... .......................... 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STAMP 56 56 ......................................................................................... .......................................... 54............................ ................... 54 524 :........................................................ 52 ................................... 0.00 0+25 0+50 0.75 1100 1+25 1+50 WA"pw yG W SWM BASIN 01 Scale:H. (3 1 DDY SECTION#A-A V: V=10' IVIL CON 0 AJAI CONSULTAN PREPARED FOR SWM BASINBOT�OM—� EASM--QR6Q�— :4— .. ........................................... ....... .. ........ .. ............... -................ Strawberry Hill Nominee Trust ............... ...........................................-.......... .................. ................... 60 5a:............................................................ .............. .......... ............................................. --T STOP E W.2 00 0+25 0+50 0+75 9 SWM BASIN fI SECTION#B-8 Scale:H. IM=10" OF BE M=53.0 0 FLOW SPILLWAYTTOP OF BERM 63.0 E 82.50 ACCESS DRIVE 66 .............................. .............................. ........................ 64 005 :4 Cj_0 2 .......... ............... C" : . . T-t E BERS ...............................T... I .3 51 a NOESS�N-THAN - HBEP5�.02 EP m. E� ................... fl -CLO. ... ....- . ................. .56 M 56 ...................................... . ... ...................54.................- .................. ................................................................. 54 .................................................................. 0.00 0+50 0+75 1+00' 1+25 1100 0 SWM BASIN#2 SECTION#A-A Scale:H: 1"=10" If: 1"=10' �4 ;0 SWM BASIN 12 BOTTOM ACCESS DRIVE 61 Elu..ts........ ..... rwvwmn 66 :4 4 .................................. ......... ........R.0..R. 2 cz ................................ 60 . . ....... ..58 5. SHEET TITLE — 50 ......................................... SOT STO Be 0+00 0+25 0+50 Stormwater Management C� Facilities Cross Sections SWM BASIN J2 SECTION jB-8 SHEET NO C4 Scale.H. 1"=10" A V: 1"=10' DATE: 11/14/14 ........... S C A L EAS SHOWN ............ ........ ...... ..... CONSTRUCTION J FOR PERMIT ONLY/NOT FOR CONS IRIIIIOESI0N III:SO. CHECKEDJOB NO: C A D D FILE 20 d 2013-M BAX TER NYE NOTES . ENGINEERING& - 1«F9U,lR AT,l Ir 9RPJ SwLL - ®ePo61�✓TMEO�RATIERA SURVEYING .e•aq aRw aaK' ��� VT - ._ ) 1 RaNOE Y nOOmY15 RF IYm"""•a°FmPo.na° ta Registered Professional Engineers and Land Surveyors .e•w eav a u1w 9m,rmla wo oa•rt 91NL av wE rETmAre roR •e a sa a.,.•.oBDA®. ro ePow�®wasal � W�E 78 North Street - 3rd Floor ., (sIm Rewralcm Rn 16-A,ntoecl Fw Hyannis, Massachusetts 02601 'uBuiW CB Ru,E s BmwE aNa.gE eErIL a2.250 rRa1E swr. SR a NIl (�® PION v1Ew N�a Phone- (508)� 771-72 Fax- (soe) 771-7626zz PoY OEV YFASURm AT TNa Q Q O - ' www.boxter-nya.com - Locam!w BEaw arTE6. 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E3AXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street 3rd Floor Hyannis, Massachusetts 02601 -7502 Phone- (508) 771 (508) 771-7622 Fox www.boxter-nye.com OF STAM W. 0 EDO CIVI C T 70 ........ ..... . ........... ................. .......................-............. 70 GIST NA 69 69 COI ............................ ........................ .............. i0d 68 68 ..... .... .... .... 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IN=54.44 (NEW 8") IN=54.44 (EXIST. 8") 61 ........... ................- ............ ..................................-..........-.......................... INV. OUT=54.22 (EXIST. 8") �EXISTINQ GAS 60 60 R M N ............................................................................ ................................. .... .... 59 . ........ .. .............. M TTY 59 ... .......... ---Fu t c. 6.33 WATER IN Tnp yF -11,A 58 ..........- ..................... ......................- ........... 58 -no 1(0.93' SEOARA .................... ................. ............................. ........................... 57 157 59.01 LF PVc @ S SDR 3 ............- ... ....... ... ..... 56 ..........5 LF -CAST .......................... ........................ ....................................... 156 ......................................... ......................... .................. 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SCALE: I" PROPOSED GRADE CA VERT.SCALE: 1" 2' z ITLE SHEET T Sanitary Sevier Profile SHEET NO C5,1 DATE: 11/14/14 12' WATE Ail ROSSING V 5 N) I SCALE AS ....... .. ......................................... SHOWN DRAWN/DESIGN BY: SDM CHEC KED BY:mwr TRUCI F. i6i4- FOR PERMIT ONLYNOT FOR CONS �,z 1108 NO: 2013-M CADD FILE:20*-�DWG .......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .............................................................................................................................. E�zA•pA NOTES: - I ^`^'•^" ,.BASE SECTION SMALL BE YwcuTHc YII1X BAXTER.NYE 7r� A Ax'IN90E pAMETEE N - XAL 9,On SHAU.BE 0E9GED FOR ENGINEERING & PM AC pA YANOE 11-3U LOADIM6 ALTERNATE TOP SLAB` _�sN P9, NVET. - SURVEYING (STEEL RED6wCED FOR H-M LOADING) TREATMENT - A COPMYMFA YANHIpE BEEPS SMALL BE V/JSFS FW191 MSTAIIEO AT 1Y O4 fOR THE FULL - - - ryADE ®1N 6 THE SIHUCNPE Registered Professional Engineers 91 1 ^""" - S ALL E%TE]NOR SIPRFAMS SHAL ER OUiTI nCRADE - N' SurveyorsNISH • ^.��� / rWo mATs W BLroMlrau4 WATER r0� and Land RHOOFNO YAIEPoAL - 5'SON.b PVOON 11EN11MO1T SEE ACCESS � SDR-JS PYO PPE Y .. (VAPo6-SEE PUN) MOUE x-T SEALAR BETWEEN RECAST MG`MS PogR 76 North Street - 3rd Floor • %MALL BE PREFOPoIED BYM NUSBEA • N• F-=. g �, r.SY_.O sEwm Yuwnc Fwia ANDNOTESSEESNAU. Y-� Fl1°91`A"0E Hyannis, Massachusetts"02601 5 •m 6& DEPTH y�UMtCPA SSE' �E SPECIFICATIONS L• 2 aRucA�iEw _ E• FILL Phone - (508) 771-7502 j� MsoRroPs�sEE - ,, g • '°' ., RROW FaX- (508) 771-7622 '"ni •✓ .'•FINAL BACKNLL- Y SEWQH MANHOE"SINE AND �M QAS9 C CONCRETE MMNQ TAPE aRpxa+Y eaPo+pT(Y.T.p.o) GI ro GRADE MUM CLAY p+la AND - 78 ` WWW.baxter-nye.com 3 Wom FOR ° ADMUS,MORTAR(3 BPoON caums TYPICALLY. •ROw BOX FRAYS ANO UD S BPoON COURSES YAum") Si58(LY NF.ENIM R-TSOB pi EQUAL CASCE p5 AB•pA YN1 OlE V� q€z M/ss GP soEW u0 CIMLRE =TM�T (TYPE50@IT p a.SET YANMOIE'FINAL¢a eOT[R e 8? a•we IMF (sDR]6)6EnD Wpm pNgKE AND STAMP ACTED wME(LOCHABIE)PoSERS ae W WRS AS•WYE pyC MpND vPE TAIPED SHAL BE WAIEMTONT H ? EONEtAOEl N 5TAIPED SEE NOTEBDDY•GOMPKTED a � GA-(TA�Kr . Mln. Bmpno yy�M„I ,y I vDnaFs. e•vvc(m+]3),,x Yp.SOPS GOMPACTED SUIKRADE/MUST SE 1 LI 'Y rc'-",._ - NOTES: • in NAGE CA STABLE FOUNDATION Tm OUTLET 1.WATERRpIT MANHOLE FRAME.0 - I V IL uN ITBLE R ANDATE R MUST COYEIR TO MEET M-W LOADING - NO SE UNDERMT AND REPLACE W1N $ &Qe)i 6 Ot'. 9 '8' REQUIREMENTS.BE MARKED•SEINER•, •Ba>s NOTE: - A SUITABLE MOM MATEAAL e " $ O .0 SMALL MEET STATE SPECHFlGTONS CONCRETE COVER AND FRAME ONLY SEWER LINE SHALL BE NSULATED WHEN MINIMUM COVEN AS REWIRED EAST JORDAN IN ON WORKS IS85Z iR CANNOT BE ACHIEVED.MINIMUM COYFR RED U.EMENT SHILL SE REQUIRED WHEN OIEANWT IS INSTALLED ED •Op1PA:T ro Bsx MCDIKED PROCTOR(YIN.)N V UFTS(MAX) SHELF tO BE BRICK INYEP TO BE NYEDTS)ARCH h1/Y IgBBVII B NL SW SET OR - OElERY1NF0 BY THE MORE RESTRICTIVE SE4UU1gN.LOCAL ON STATE C O N . ,r - IN BITUMINOUS CONCRETE CONCRETE,OR ANY - c COPACT ro 951E YOOiRED RtOGIw(CLAN.)IM B'UFiS(MAX) LAD)MT T W1M BRANS LM AS SKETCHERS HARDBCME SURFACE 0,S T (O(WY IF UNDER PAYED.CONCRETE ON HAIL SURFACE SLOPE W I./FOOT AHD ON D)ON. AND FiH BAD_ TO VEMAL AR ANOD/CR AREAS ANsr SE C) 1E'COMPACTED POCK CHOP.AND SMALL SE1Y BE MATINS CRAMS TAR COVER T SET IN FORNMENE ULL MORTAR ON RAL CONPAEIED ro BSx MODIFIED PROCTOR(INN.)M 1Y UMI(MAIL) QUYFL BOpOW MORT�M EOR�ENT MORTAR ro MR COURSES-may y . -IFw SAMTMY SERA MANS 6'=a.BALL SE SACKFIlIID COMPACTED SMSGADE BPoO,ocums MAXIMUM) CONSULTANT WITH]/6•-]/A'NON-ANOULAN STON E IN UEU OF GRAMS. BONROW. COMPACT TO BOX MODIFIED PROCTOR. fH � c_ MUM TFEWH NT.S. C- SAWARY SEVER MANiOLE 0" N.T.S. c- MAMIOLE F1561_AM COVER NT.S. I °' I SEVER SERME CLEAN-= Nrs c- SEWER LNE NSULATION xa.s -;Tie CETAIL -`1D CETAIL201 CETAIL §oil �F=TAIL ? CETAIL wx wAl PREPARED FOR: STAIOAIA CONCRETE COLLAR PIIMPFRTUNINECTON (TO BE USED ONLY WHEN afle STOP eox Is SUBJECT Strawberry Hill Nominee Trust ro FACE �p1w ANT4. I.a.TO DR ICULAR VEWAYS LOADING, PROPERTY SET FLUSH nNISH ��P LOTS,ROADWAYS,ETC..) UNE WITH FINISH EpaOE� FINISHED d1AOE GRADE FA¢W F—A NOSHED CRADE CUR;E�� FlMr.GRADE CITP BRICK SHELF WAI1 OF MANHOLE PAMDHSHT Q T PIECE AOJUSTABLE STYLE SLOPE 1'/R SIIEFACE VALVE BOX W/UD AS. ADJUSTABLE WATER MAIN MANUFACTURES BY FORD,MOW, CURB STOP BOX FLOW B t°e GOING.ENCASEMENT ON MUEIIm PER MYANNIS _ WATER AP ROMED EQUAL YKw$ CURB STOP ROD SMALL BE DISTANCE OR APPROVED EpIAL INSTALLED TO WITHIN 10'TO 14' HO 1—. NOT REQUIRED IF IN OF FIN191 GRAINS . BETWEEN PIPES Is NO ` + (CHEATER THAN IS' GOIPACTm STANDARD BRONZE m CURB STOP ASSEMBLY mj INVERT ON TROnl4r BLOCK-YIN. WATER SERMCE LINE h MATERIAL U PIPE PIPE SUPPORT PIPE ON SEVER PIPE BEAanc]SJ'.,00 -- CONCRETE BLOCK - M.J.GATE SONG PER WATER DEPARTMENT MOCK UNED WHEN PLACING a NOT BLOIX WAX. VALVE,RESTIELNT -SEE PLAN FOR SERVICE UNE 92E q 1 SHAPED INVERT ENCASEMENT B'pA RPE _ -_-__- SEAT MUMER, G CONCRETE TO BE TEE OPENING LEFT BPoCK CANNEL APPLIES TRENCH BOTTOM PLACED AGAINST Brkk TO DROP CONNECTIONS UNDISWRBED EARN B•� 45 _ •�/\ /` AS WELL AS COMMEMIOEAL OR SHEETING IF THE SHEETING R TO A NOTE PIPE MUST BE BRACED REMAIN IN PLACE. WATER LINE CO RATION `UNDISTURBED MRTCAU.Y a HORIZONTALLY M PREVENT ROATATCN EON CAL COCK ASSEMBLY EARTH - DURING PLACEMENT OF CONC. JO„T(TYP) _tr •.•A WATER PLAN MAN �T��OIX U N�oEETE BASE MOTES: ��CONNECTIONS TO BE FLARE TYPE. . ...-lRE9 ALL CONNECTIONS TO SE MECHANICAL XXN- YN STONE PROVIDE RESTRAINED JOINTS AT ALL BENDS AMID GATE VALVES. NOTE: ELEVATION }•W� UNOETE THRUST BLOOMS TO BE USED ONLY WHERE MY CNN BEAN w CONCRETE THRUST BLOCKS TO DE USED ONLY WHERE THEY CAN PTA ON y� O uXDI31URBE0 CAP TN.uSE Owns AND nE ROTC ON OTHER ACUPTAS E UNDISNRBED EARTH.USE CLAMPS ANO TE RODS OR OTHER ACCEPTABLE ILA L t0 MENTOD OF JOINT RESRWMY WHERE SOL OONOnONS PROHIBIT ME JSE MFHT00 OF JOINT RESTRAW WERE SOIL CONDITIONS PROHIBIT THE USE :�,� 0 OF 11pU3T BLOTS OF THRUST BLOCKS. . _ E . NOTE:IN flEMOTE AREAS,VALVE BOXES SHALL EXTEND SIX(6)INCHES ABOVE GRADE. r c_ SEWER MAN•IOIF CHAWEL Nu r7l oxcFEFE EWASEMBIT AT UIIJTY CROSM Nxs c_ FW HYOIIAW COFNEIC:7 F xxs c DATE VALVE XTS. c- STOLE WATER SERVICE CON EC" ICES Lai CETAIL i'?:a CETAIL pF'TAIL }x,D'.. .CETAIL 313a CETAIL - 0 V - SAW OUT EDW9 TQ OBTAIN CLEAN NCH 1NILKNES4 BUTT JO„T , D" k i GTE vAVE ON EX,,O BASE AND MNNME OD PAM NENT TO PNOYAE A . •�• , I STRA T PAST JOINT ONS N REMNFD BOTH SEES T BACN J Y V 3m3 J z ST YGN PAST EC.-SE SOEWYLL 6 Zy Y SIpEAQ (NO, TREATMENT CONC.P KYFNT STIEEIi DRMRAYS LAWNS AND �A• TREATMENT VANES KYP✓ES �ON�TAa N)16 �II-�1 AND WNJR CRO53 GppTRY OFtE I II 1/Y MAX MONTAMED JON13 SLOPEE Y TOC-iLP OF O1RB B PAYFJNSHTUMM AND MPMO. NEE) Sl+'JJ7 �As E FEo° YERS auHITE aRIT Bac-BOTTOM OF apB EMSTN BITUMINOUSAIN0RPAVEMENT � \ I D,r. PAdpIT SEE B9 FOR FnON UNC.RAYEISH T(SSE OCTAL MB) SL N SLOPE H srAlNLLss%EEL 1 PRQcESEED,IwvEL ' 1, M//•\ _ i Boc- o°o Y og..°oo o°B0.e z a TINTING SEEMS i GSE SPECFlED �j/ EXGVAINXI-EKd ON POCK \ ° O^ °+ w H�uE1J ON TOP MEN — /�S�mINO K EXCANGTAVANTHEN AND o .°•8 °08 'O°o EQUAL COPACIED NRWIOYID �% M DLSPOSED O"AND REPLACE` ERA® 3 BMNFlLL NMFACT IN )j . AAL O G RGVATFD �' ., •.S o$ 8 ' ro ox MOD. wTTmA w pAWl BDeNOw. b ° o•w° .°°'°°o 'O 8 Y uFR a ]Doo vs SOLD GaNHEW IRonrn pxsTr WAITING TAPE•wATBN• - °8°. o a ow°°o e TLIm a OM P As FOOlX1O FOR �! U IL pICT1E IRON PPE. ° 8°a °.88°° - _ AYE 3 CAWEFOl Y mPACTm ro PSx z FOE - / YmOED PMl ON SUEC1E0� FUMES _ wTEPoA CONTAINING NO SKIVES \SWEL --d SOINLLS T TITLE COMPACTED SHEET E E ANWc 9EEVE a NTTNG a e+, e�: SLARISN THAT ONE HAs Nw p �J/ � mRPreKn TaAo�E-T puvEL ars EDA M A M-]OWJ /ARE w A '91\S. / e -- o$% N.N. _ ONAYEL BASE WATER MAn M. BASS(M ED��SOMPO' FIELD PA IXNCHHETE- Detail Sheet CEMENT LD1ED WLRE qON '�''/N:// - (BST YAX DEn9TY) B• 6' 6' REND RACE sUBwADE PPE DAYS S? FINE M TE COMPACTED SELECTED ANO ACCESSIBLE RATES SHALL BE IN ACCIn+OANCE 1.CEMENT CONCRETE STRENGTH BASS(YLO].0.TYPE B Ot C) •I:NI TM OMIED FINE YATWK CONTAW„G Eq RONr.EASTHAW¢SS BOAR AD. ARWITB<TURAL nCCEBS BOARD TO BE*0 P9 AT 26 DAYS. 31OIE4 UROR MAX ONE NAU, M CN CpIPAC1ED •� M N � 1 EWIREMEXTS,AS NRRENR>�AMMENOED. M Dlw IN 9D5 M 1.PROWOE'E%PAN9ON JONTS RRY w SMEEMAMMUM ALLONABIF ROUTE(9DE aHK) NIR RAAHP M SUBpHADE IN.'f8WTH OIE- RFPIACE ANY BELOIR wAOE W SLOIES SHALL BE LOX(XO TODNANCE)o AOULOEO J01NT FILLER SHEET NO `.' EXCAVATION W TUNSHIiIffiL THE".-MN,ALOWABLE OWE W AUUS-RATE P _ . - IEPoAL WIN CAREFULLY >EXCLUGHG NRB RAMPS SHPEL BE SX(NO T0.LFANCE). ROHOE�lOOfll GUMMY ��.0 LOIPNCRD SOFECEQ IAWRAL A.THE MAXIMUM ALOWASE SLOPE W ACMSSELE RATE CURB ] —TS AT I'O.C. 90E NEW N 1Y UF1S MAX, PS SHALL BE 6X A.PPOWOEi BROOM FInISH IN NOTES A MINIMUM OF A FEET CLEAR SHA LL BE MAINTAINED AT ANY .DIRECTION PERPEN01— _ CONCRETE SIHAu NOT GpITAQT BOR ON ENDS OFYECMAWCAL JOXT FIRINGS. 5.PERMANpNT OBSTACLE 1N AUS.EE RATE(I.E.,HYDRANTS.. i0 CURB. D A T E:11 14 14 CONCRETE TY.DES,TREE NELS SIGNS,ETC.) ML U NNECOOIS TO SE MECHANICL.ONUS NRB MAN NT VANES.SEE PIANB FOR NRB TYPE. TONNE NR--REONESS RESTRAINED_TS TO BE USED AT ALL BAY W RAMP SMALL BE GRADED TO PREVENT PONOING. - .WA 6 NNOS ENDS W PUNE.EOM VAYES RE ERE EE JGMYS PER E DI TA M1ED ]. c. SUPPLY dH9w TEaRBTBlT1 IESIRAFEO JOONn ro BE p4rAlID RA _ 8 EnnRE RAMP SHILL BE CwBTNUCED mM CONCRETE C- MY�VW FiR�Yn�WA•o) NTS _ MAnuFAGnMES rEapnEms AND BEWIHIERgAT lam CETAIL - WATF3i TRF34CH NEs c- �v cnm Nrs o- VEFFFICAL GFRANFE OM LYw). Krs A F C- TAPPNO SLEEVE H.T$ C_ ACCESSME CAME RAMP-TYPE U' W N RD E 50 G N .T TO SCALE G H E C N E D B Y:MITE Iv E Nwa 0.RSrG ............................................. _ SCALE: m CETAIL E CETA4IL 1 FOR PERMIT ONLY/NOT FOR CONSTRUCTION N D: B Y G A D D F I L E:zo,�GBD-DT.M CETAIL CETAIL - _ RXAANB WT BAXTER NYE ' VFRRGL liiAlirtE aXm _. - :.:, ><aPm U N91d1.NEGE .,ENGINEERING T1EAMwi vAR1E9 sirE�,E¢wT aAXnE Ella - - NtATII;AL. SURVEYING PMMXG SIONS STOOL RDrcw®PlacAsr 3 nu D Fa+ mlwr .8: IxrmETE alRe 0.BW 4•'THICK S IOL __ &�&SIDEWALK •W,rr Ac�sm,: qG� °€TR Registered Professional Engineers YAIe maPasm�. 1 ® AGE:oosc'T�D URSE CURB IF REWIRED VARIES GRACE ""� �.•sG WWaTE sTP�nG and Land Surveyors- T• w • CGNc PAVE>O:NT -- __... I PER Yro Y.." r A (SEE PLAN) SCHFMAMCb.: Y mroxrau9 BASE 1.5%T kO (2TE MQW1Oro 78 North Street - 3rd Floor 2P AeaTTtQRaI Hyannis, Massachusetts 02601. i A v O mM°m FINISH Sea Plana a �� a 91ENALx PEA M.YJ.11.W TABIE A ) {' y(1 IY CIu1fl.BaRRON Y1.OD.O,TYPE A ORB PAVEMENT NnMM05 CONCBEI! B'°O°p,9 eO p°O°09 p 8•e a ao g •� 'o. w REG AMED PA•rolwT aO�T Ntimoorm, .n.a " ( �) Bo• a g°,,q - O e o _ _ „-x MA>~Mw sLaPe 2x. IN ALL Phone- (508) 771-7502 - 8^°. .s P.9 ° •O�°a° e �B% '9� _ , JOINT FILLER JOINT AN90N DIRECtIws 3�1 1 c4 Pax (508) 771-7622 01 _ 2 H°��° EB•°o �� ' oe° .o .. a'f�iXF:GONG.STAB NIIENNT G� WWW.t)0%t STANDARD DUTY EFnRI PAVEMENT CoM",c m SVBGIADE - W.W.M.X B W 1.4%W 1.4 (RED'D) VAN VAN PIAN 6•GRAVEL BORROW INi er r DOW¢END soGa:Ts ( ) k SHALL BE NRIasnm Ar was Mil COMPOSITION AND COMPACTION ACCEPTANCE TESTS COMPACTED of ALL DURB Nenws IN SECTION O� •�°'.T ACCgDAIDE IBM MANUFACDUEW9 4 1.OBTAIN 9I•A0KF9 mw PLANT ro NDIDAIE ODMFORMANG wM M3.I1.W NOTES T' ODMPAC1Eo GIAVFL a• (MeM.) B• RECO MENDATION& L PANA T DENSITY As WMROD N MSI1.0V I CEMENT CONCRETE SMENGM` 1/2 I' . W BASE rr TO BE 35001 PG AT 2B DAYS, EDDY COMPACTm w1' s AIL sAIs1Es ro a TAImN w ACWlmwa WM AAsxm TZTo - SUBGADE 2.PRONDE EXPAN40N MD . S'-0• R-O• B•-O• Y-0• Sd D'E/E� y M Ai N t8 R.O.C.WM PPE- CONCRETE V E sNAu w rnw Ys 11.W gN9ON 'r�r-��1 4 MAIEMALS MEET OR ACC®M RFWwnRnS SPECUEO SE MATERIALS AND TIE FOLL0WN0 SUBSECTIONS MWLOED JgNT FlLLEii. SIDEWALK , 1 • SII N JOINT No. 431 MrmuA AmEGrE:Man.G mMMwws MA .Ms11.W X 2 1.JON TIDBAS PROM TDOLED DUMMr - 0 1.JWl19 B(1/r 1.) M UNITS J BE AS NLY YleAA FIUEP:Y11t.OB CCMMP0911g1 6 BASE CWRSE:Y111.0] EXPANSION JOINT _ 3 AInTs AT a'O.C. _ Y N wlrAa t MAA WM mmnm JGnr As XEagMn a•sou o NIBTE EPozv REs J a ME mD1MMW4 CC OF BAN CAGO F SNNL BE CONSIRUCIED N ACOODANG MM REIEVwT 4.PROLATE BROOM FLASH IN FIXED FACE OR PAW3IENT YIHONG(p YL ReCmE9S)rlw. 'T.p C ' - NrnaeMmN9ON9 OF SECTION 4B0 ON QA991 BITUmNDUS WINCIIEIE PAwIwT,TIPS FI DIRECTION PERPENOICUUP FIXED OBJECT EI FUATION TO CURB S p�p a.GA55I.—AA MI15 PAMEM.T.TYPE A REWNCD G SAME DMX AS BASE COWSE END. y - OUTU ANE A wmxuM ff RSIE CwvArnGA TEsnxD TD BE CwPIEMD By NEMOW JOINT DETAIL S�OIOMIr - - WTLNmw c- PFECAST CONCF;EiE CURS(FCC) Ku c- VERTICAL ORANTE 0"TRM18UM PECE Km c- BFTUANOUS CCNCWM PAV9NB'ti SIECTK)NNSI Krs t- CONCRETE SIDEWALK N.Ts._ o- ItgVMP FARM AND STAFDAID STALL LAYOUT Kis CONSULTANT y *si,}'" DETAIL 's,4te� DETAIL DETAIL •"��^;y DETAIL DETAIL aGm sWw 1-I/• -/ 4'WOOD S AT B3 FT o/c ' - .+ ' ` IN. - AA�II EAa m PREPARED FOR: ON PPPI(OVED EQUAL bKE1sAor Bi YRM RT FwG(NORM 100%) ,r[yI{ 9-. qO 9 A t ' . OR APPROWD EQUAL {{t{} y Air Strawberry Hill Nominee Trust 1•X4•TONGUE k GROOVE �1•XC TONGUE h GROOVE EQUAL -I EQUAL I CEDAR RATS I EQUAL EQUAL CEDAR SLATS y�t I 3•.4•CEDAR TOP RAIL I 1 I PLAN STEEL POST VIEW 6 6%8•CEDAR POST(SIDES) 6•STEEL POST(AT GATES) .. tl - 3•x4•CEDAR TOP RAP_ sty t OPAQUE STAIN qn m i...................I....................... 1•x3•®AR MID-RAIL m �PlpiIrnE1XQ1 NOnI <tN xMNRa[,f WOIBt ....................... .................. LATCH H 4•(NIH. T IYRaD . ............... ............ '�A F IVI¢ OPAQUE STAIN HINGE - ),.. .r.:..e .. N ,4 FINISH GRADE „ �{, n r7l .... ...... . NISH GRADEMRA CIF PRARECAa(M"TEG"'D1 CLEAR YEM CONTROL DENS-SILT SAD( tY ONSxm STONETOP OF II 4•COMPACTED TOP OF �° SIDE ELEVATIONU I I �N GRAVEL ACTED CROSS-SECTION GONMMCIGR R RESPONSS E FOR PRORGNG IIEGCORRECr SIM DEVICE FDR DD NCH DOLT. GATE ELEVATION POST(TYP.) FOR NON-STwWJD GICN BFSMS AND NLET9.ME CONRAOIOR SHAIL MOISURE DIMENSIONS B•DNBmIMENT NOTES: N ME PEUI AND=0 ME APPWPAMM S (S). W.) II D3OE1IQZ L 1,DIRNmE WOM SNAU.BE A TWENTY-AVE(2S)FOOTWNwUM.BUT NOT I Q t. ALL rweNG MATETBA 9ut1 eE NONMON WAW®AB, 1E55 Mw ME FULL WDM AT PWOs WERE INGE55 ON EG E-OCGRIS THE IMET SODIUM CONTROL WAGE SINIL BE OF FTDIP DESIGN(2W GE/MN/FT).AS II 1'(EON.) 1 SAIN TO THE DORNGONS SID1w ON ME DRABDNG PER THE MAMMALTUROM SPECS. N.T.S IME ENTRANCE SMALL BE MAINTAINED IN A CONDITION MOON PUCE 4•Q'FAmac I II PA QGNGsre 1 PSEMQ:P[619 91ML BE 1REATED WM'CG•a NL ONH gP6 NAY.MS MAY REQUI OR RE READING IMP TDI�Nc W"M AMEMMIIUM 3 PER.ONION W�1MIME IB�WURS�FOUCIFME OXITRIXGTOR NG A EVEW6 FILTER ALONG Mwd AWAY NaoD PSI ODIENT m1OETE �y ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR nrANWT 9uL1 BE GFANm N A MANGER eHCJI ENSIMs 11MT ALL SEDIMENT REYA05 ON SIZE FROM PAOTECTm AREA I II B01H t1YR OOIPACRD 3, POSM slue YAwTAw A WX.OEPM 6 38•N GDwo w0 GF ANY NaA9UREs USED TO MAR SEDIMENT.ALL SmiLENT SPILLED. BAQXn L w0 TAMP 3• SNAIL BE RAGED ro ADOOMODATE ANY oIwDE$w GRADE I II_ DROPPED,wASHm OR TRAO®ONTO PUBLIC RIdT9-6-wqY MUsi BE yygggrytMN 6 A 91FET OF DLTFA FABRIC ROLm ONFN ME OR10NG OF ME IMET IS NOT VV-Y A UXE OF PENCE TON AND BOTTOM.-BE PISTAIIEO SMANSIT REMO\ED INLIEOWTELY. BERM 91ALL BE PERMITTED. AID MUE, ALL POsTs AND FAE9NG BOMDB OR SLAM SHAD. PERIODIC INSPECTION AND-MANGE SHALL BE PRGmm AS NEIDED. MPROVm. ION RAUJ]I PARAEEE.AND Ftwm. L9$XALL M N RECESSED cm MLET DITCH mSINS MUST BE BLOCKED NHEN USING FILTER FABRIC NET Xs ED PARALLEL AMID TRUE BA04'SU OF MTEA INLET SACK TO BE DEOMINED BY MAKURACIURDL B Au NAIDwAIa AND FAsmm+s sNAu BE--OR NOT GLVANIIIO. _It . ME RTFA SWIl BE PEPIAZ➢w GUNm WHEN NNE BIG®D3YE5 NNf NLL. ARJ a IIAIPNW tY PAe NNITFs _ P[IWNEIM I.GVENr 4 mPETE StIgNGM ro BE NOW PSI AT]B DAIS ]M rfC1 �VIT �O MOULDED, F%PANSIOx JONTS AT YN.ten 0.G-PRE- C .YTATALA.GA/�. FJV I N.T.S. c- SILT SACK xas. W SILT F E CE BAR IS N.Ts. o_ DMA19TO PAD us .PRO°FN°D'e°m"rGm DUMMY_Ts ♦_RE meow PWSN w.WErnw PEIEDDKKRM ro TRAVYi ''m9 AFT TAIL � '. �F=TAIL r m - :.60y•'; pF=TAIL <wz"?` G[3rAIL pp Mole ISYST GGN 3 n.FRw FA¢of 1-3/4-4 12 wA� a MNEREE Rcwu�BEM�N TOP sGL NA e•MN.o3NPArnn DEPTH \ w Wne WaN Rmuosa FOR cvN alvaNXc //p RomI ODYMIu Ix utnGl'wID aNEs Law END stim V LL DBWT MPf Alm - Pwm rnAaE s¢ulOm GAET wAvms e - .__... __.. _ VERTtCdLREOT&tdCxl ', �DUs - ,,.� UPNT POE-WEE:wnwG '• /./i// \� I o I ( PROMBE BASE CVWA I I SCNmULE BY 0111pF.. APPRMm SMEm META I Y 4 AS PJ=sNm B ° .�. �. ., J �' Z rRAFPIc STOW nM>: I a I j ¢ POLE IEa 51°.9 o 0 8, ��(\,.` < o ' } g' ,,,•_s INN vARIVNc.'-OLEi ° ° i TIRAawLe.'B - o d LENGTH AS REQUIRED '' I° b g \- ,m I OWw/TM 19N PER 9 4 /Q° O °" °° wARNwc TAPE B•BELOW - (SEE LAYOUT PLAN - •5 ai L� s I � &@ � r 412 rvMua:E IT ARGInECT OD awMn S Q a"DE o s - t2' pagB 6 a COMPACTED E01. Z w 7'-B• I 2'-0• TON.RERAM AID Fl I F4 1 *g 4-P wmGu-Ea SPADED v o` A °o °s o OT o \ ToP OF w�N:Ts AlsN BE a k MPlnlf BETm ro�TGN � I MIRED To WcT sPAGBs a ° DON.wELS arwrt BREAK-AWAY DETAIL {, '�. ` FYN191 GRACE _'. _ w �p STOP LINE ITE lEflOR � It 3 N •. G '.i (I - + ,(\ :1 Q 1 T �. EPNCA�NYFrttWANT NLFQInT3 e D/B'ON PAIN MEAD '� \ ... Fes... ,:,p 1 PLAN FFOR92EErnacu !WVNBIS OwTwuW9/4 D i .f 1 l :I', / LOGA RETiURONG RARS AT - D SIGN A B C GROUND BOD CONNECT mGTIONS sNOWi.BARS ON °. IT%IC Ir IC IS IA• tte TO wGG:METAL POE 1' �� I. EAGN WOE BEN.SMALL BE 4•WHITE PAINT , y� S$ _ \•, :.\ �� AACD+s SHEET TITLE CE LANE / '�\ rt n 1• / .'• .• \/ ^ PRONOE wTOTLODONG MAsnc ` Detail Sheet BOLT UIOUi 91PPONT9 Afm SPACERS AT CONCIEIE '\\" ' 2� INIFAVALS XW E%G.IDIXO NOTE: PAVEMENT MARKINGS TO BE INSTALLED IN ILEn BAN ,\ Lf / _ P P YWxnxc V,MAY PRa•,mE r NAnp,L LOCATIONS SHOWN ON THE PLANS -' 6F REGAINED) 5 - - �' 5118<mADE T-o'DIALpE�ASON HOOD _ I�illca IMDNND I®D DEMDE oNDTBe EA IEOR I®IEN .`, - SECIl!]CL P1AN NOTES:1 N RnW xas Wn BGLmB A¢M MwE w G IwNs ° .DOD PSI O0 NON fE nu.AROUND WCIS SHEET N O corms A¢D2®m e .Iloi M mRBI G M sa m MYR mG o . •SEE.m Mae Iwa NM a NF>mw MGBm Mm RPnc In ° '""""'"""'"""'"" I.DDX CONOEIE E RDUR F PIMPLY OO PRECAST sRRNNG 4.OW PSI N ID DAIS 2 COIOEIE MAY BE PO1PID DIPECM1T INTO OPEN TISIINGI OmI M B'JTIW O M SIN m M SIIt•Elc O Mm mo[O PMe R A SIGN PAKO,ATUICHME If `B`AE'J MAY BE PGIPED N PUQ:OR RSW^T YEElN6 SPELMGTIONS RITIGIT FORYWOmL Cs,1 i NE ml sa B MDMRD.A 9PLL Im M®MIE[➢EN N MDO E00 M FgiSMEI naml . _ _IwoDP pEMec Was E rt.m M Bma G M SIG OIG m®e n s DUCT BE"'CON G'�iclsro W°�AT 5-0•DILATERS D AT E:11 14 14 . AMIOOMSCO c- PICOT®PAVEILAH'fT MAFTiQ'Kl Krs c- TRAFFIC"F'Off N.T.S. n AIDE PAFYQKi 91C;r'! xis - I D- I LKN-fi POLE NST/LLLATKMd". - x.T.s c UiTLIFY D=BANG N.rs - ;'is DETAIL '"; CETAIL - ¢ �F=TAIL ............................_ .......................... ... im( DETAIL .�' DETAIL ..... _........ ....................... .. .... .._ S C A L E:NOT TO SCALE FOR PERMIT ONLYMOT FOR CONSTRUCTION DRgW LAID ESIGN BY:SDM CHECKED BY:IN IE JOB NO:pI3-ow CADD FI LE:pI}pr-0-Dr. BAXTER NYE m E z9Da I LARGE RIB. SMALL RIB pp END DETAIL END DETAIL CULTEC RECHARGER 280 SPECIFICATIONS CULTEC HVLV-FC-24 FEED CONNECTOR PRODUCT SPECIFICATIONS ENGINEERING OL ' GE„ GENERAL TEAN SURVEYINGCRE _ mlm clvweERs a+E OEvcnEO FORunDeRGRouTm sroRMwwTER LVLTEc,mv.Fu4FEmcox MAxvan FoxaATEC REaw+GEH MODEL 280 RHO STARTER w`iwwaGEME�`.,,EEaaMBERs saYEuseo FORRETENTmN.REOVERGwGDETENRONOR xoDEL,mxO zewoanD ssmlHG STawwa,rncRM,BERs e:>I,E.- UNITS ARE USED AS SINGLEAlp&CONTROL-THE ROw OFc-STORNNI-RUNOFF. ..r' eHAMBEFR PARAMETERS CHAMBER PARAMETERS FArnMen Br euLrse xc aF aRooxFP,^ STAND SECTIONS. MODEL RHD I.THE CHAMBERS I'LL BEMANUFACTUREO BYCULTEC-OF BROOILPR:LD.CT.1201r+B<4te0R 1.THE INANE-WILL Emvu nIAT++•°"e ca"p°0$B66t3j mo EL,ms D Registered Professional Engineers Les ,aBD.28.s ) - LLBE--THERMo.o SE-1-1'1 x-G"ULAF'BGH`HmxDEn°RrFGLrE LENE _ and Land Surveyors THECHAMBERWRLBEVACUUm THERMOPo EDOFBLACILHIGHMOLECUUU GH"ON 2-WHEFEl�w ////�rl�,,��\\\� ' f�, .. oENLTrvOLYE,HrLExE(HHwwPE1 // - \ LLQ1J-LJ�S wITH.".,' MoDENITSAR USED ER Hy North Street - Jrd Flow �! - R B.TECHAMBERMIL-ARCEDwSHAPE. =THE CHwBERwvLBBoceHEOln.eon m � �11 TO BE IN ALINEAlp. 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T MANA,uM,FBEr oFErz nG ory THE wAMERExowxL M,e wm¢s I4S0 MMI cER eTaMwaTw oaAMERAxD.crwaowss DWALULTNEFEFGc NEcwHE umA_Ga+xmRx<L euo�rz mrl m..H SECTIONS 70 EXTEND THE LENGTH OF A LINE. rA SCC,x TALSTOACGE➢TCULTECNYLV^FGNFEED MAx"DUEMOVE CONrvGTOBTOCCREATE an I,RERNAi MANIFOLD.THE nOMIwAI DIMEn31On9 OF EACH SBRi .m LmDPwnxc wxEx mSraumacCOlmwc TOLL E,2EPNA,. THENNSDISULOwAOLERPE n IH cTwNs CULTECRELHARGE1280H0 CHAMBER STORAGE=0.m0 CFRFT IO.SRS msnwlW. SIETN TnE SIDE PoRTK I3,0 wCXES 12S0 MMT cuLTEcsREcomMErvOEowrAu Ox 9TR1 INSTKLEDLENGTH ADJUSTMENT=1.0301Ate•THE SHENOMRLLDE PORERD MK INCHE USEMF THE CULTEC nVLV"FG24 FEED COnxECTOR SRYL SE I2 I,THECwM9EBRE SHNL EMaxuF/iTUREDNAHD,soS,EHOSOECEnTR ���J////I//y[�rTy����I\�\\�\�\� ///J////���\\\�� RECHARGER 2110H0 HEAVY DUIY UNRS ARE MPAED WITHACOLORED MODELEHDGQ�HESIBOOMMI TALL IB INCHES(401 MMI WOEAND 292NCHE8(611 MIHLONG. ACMn IL.LJ_LlI�.LYi+s Y Y TRIPEFORNEON TGCULARTALONGTIIELENGW. CULTEC NO.20LTM POLYETHYLENE LINER s ofPORTALER SE sLULTEcFc2a FEED coNNEcroR MODEL 280 EHD END UNITSrvAl sroBACE vawME GF THE REcxa+cERD zssx0 cHwMER WaLe6a°reFRRm ARE USED TO ENO THE LENGTH ft;1- 9DsasssMisr Ml-wRHouTsr(npe Mi/un,rl:wsTRAvEDF a.lweDREcwwcERm2e°XocexERAL OFALINE.H LBE.24m 3RD NISEMBNO1AU.YmHOUTsrDhE MFHRTA 83CNAdB WILLI EEIGHtt- DIS.wWGEHOLESBOREDw10THE ID CULTEC RECHARGER 280HD HEAVY'DUTY THREE VIEW 3o CULTEC RECHARGER 28OHD HEAVY DUTY END DETAIL INFORMATION � SEE -E OF IS UNITS CORE TO PROMOTE LATERAL-EYANGE OF waTER LINER PARAMETERS RR--x1� r�hI G 1 CIINRGERN-C BER SHALL HAVE 15 CARRUGAT ans ,NEIIERry LLBEPR 11MImCaA C nc OPBROOII CT(2m-n6aH-F,ema2usTD _ A D V� VT VO LAMaEHENPREBENT WLLBEAn EGRMPARTDTMrHE ,HFLINER WILL BE°D�xN P BnGE F.c /sTE� cONTlnuousLr FORMED ury T.SEPARATE END PLAr85 CANNOTBE USE-TICHAMBER HavwG B.THE LwORrvuwwE wv.TRCNxEss aFm MBtO.s EMM4 ) •E UNII CULTEC NO.20L POLYETHYLENE LINER ssIOIYAL ECG E VERNE STAND ou,EGRAL Eno WALLS AND HAAWNC NO SEPARATE END PLATES OR SEPARATE 4OZ.NON-WOVEN FILTER FABRIC HVLV FG24 1-2 INCH OW TO BE PLACED BENEATH PIPE CONNECTION /� END wALLs 4 urvER mu HAVEawUwroFVLnaMSF Iav G4aA - AROUND STONE.TOP AND SIDES FEED CONNECTOR WASHED END OF STARTER UNIT ,5 THE RECHARGEPm CRUSHED rno FULLVFORM TH MANDATORY. WHERE SPECIFIED C O N S U L T A N IS.TIERFULL,BmaRGEI�24osn ENDWAU-UNIT ANDNE FORALLA AS A WHOLE CHAMBER,wvwconE smE uxERwuruvEArenv,D smF.VcrH 1 28.6'BT rPAVEMENT STONE wTmA ®OPEN 1'IxHcmI OFn Les(Ovx vOL,vBTm GBBSBTEOTwc I Bmml--I I�26.6'IBTB mmI�-1 ' / LowER TRANSFER rvrEGRAL Ervow nlEs(2m mM1 HIGH nFssncXEs tBMlwo� mETvaD I I I I RECHARGER 280H0 95%COMPACTED FILL HEAVY DUTY CHAMBER r 8.0'[203 mm]MIN. 11.THE HARGERED 28011 OPENING UNIT MUST BEFG1EDASAWHOLECHaMBER X,v NG ELwERry LLR,rEax ELDNG-.r onai ORErw OF III FBI,�,M DMm TE9nxG MErxD. dl� Jam/ TRANSHE FER OPENNGOF9L AID ONE FAFRIGH%OS,�ICHES IBBB M NDWA WITH ALOWER ° -��/ V``��r�� H'�" 'r`� '•` ���-- ' RECHARGERD:mEHO AID ounm Musr BE wRmeDAsawxoLE CRMBFAHAvwG WE Fuur TTHELwERwLL XanEa,F,w PESIsr.NCE aF„IDF Nam PERwBTm D,Ba4 rE9T NG ME-,HDD. y t 176•laa]mml CULTEC FC CULTEC FC ',� .S > .N n > '^ .yg .- 6.0'1152 mml MIN. HL THE AID ONE Puur OPEN END wALLAND HAVINGn SEPARATE END B THELnENMIL,avE axrDRsrATm PEvsralcE OF IN FSI(ms NAa PER FIRM ors,,EsrwG mEmeG exh. r, r:r xa, g,` '`•F�s PREPARED FOR: PATES DRi END waus BF ILP RFERATTM 04Bv tEsrwGMETHOO. I 140'1356 mm1 cORNEDASALVNTEECHAN S IFE Twro OPEN B.rHE LwERrvunavEAwxeRm Loss w.Cx PBRwsrM o+�TesnNcm 13.2'1335 mm1 MIN. ✓'' T n.THE SDE PORTALS OFTHE REcnMOEI�mHpano ACTASCROSSFEED cONxEcnONs STroo I 1414.2Tm1 P= �'-✓ �*,k'. 2fi.5'[6T3 mmj D G A BE EHGRHEREOBTFFENNGFLEaRFDBGTGNmEPBBErnEEN xERBG IB THELNERwLLH.v1AYG,A M MAX Strawberry HMI Nominee Trust 21.THE CHAMIER WILL BE DE IGIED TO AGDRDNGTGGLECBREGDMMENDEDN9TA AnGNNS���° TNGWHENwBALED ERWLLHVEADMErvEGN GrBL OF �TMD,wrEBnNG D 26.6"I6T8 mmj 2fi.6' S^^ ✓::,.,G .H4,, 4 °.,(s 8.0'1152 mml MIN. IONS HEAMI DUTY ON ARE Grvn TED By A COLORED GTRPE PORMFD Rio THE PART ALONG THE I1 THE uxERwulavEaxwxMUM USE iEmPERAnRE OF,BGGFI,RO CI - LExGTHOF THE GXAMEER. ,B THEun.-HAW PERaruREOF+OOFI<TOc} . INTEGRAL nt E GFTHEAREHwTH CERIEROF :::A 12.0• 05 mm - TORCLEAN- E E FORM--C PC-'I' METRIC FERBs1 PER Em mmHOow j 4T.0'[1193 mm1 52.0"[1321 mmj 2 i11E urvRE MAY E TRMMEO TO GUSTOm NGTHE BY O-HGB TO ANN GORRUCAnON. IL THE wrtL lava I TYP GENE a THE CHAMBERSXULBE MArvuF TUREDwPN In aR ISO mm:zOm CERTIFlEp FxLITT. GENERAL NOTESE COLOR STRIPE INTO TH PART THE LENGTH OF a- IS.THE UIGR mLL CO AMEnoCIENS Lr r E MODEL PC 24 RECHARGER SENDY CULTEC,INC.DESIGNOF NIT. ,CT. THE HSTRIPE FORMED INTO THE PART ALONG THE LENGTH OF MODEL FC 24 STORAGE PROVIDED=S2 CRRENT PER ECOM UNIT. THE CH4MBE0. ,e.THE LINBRrvAL NOT Conran P•psnc¢ERS. REFER TOION GUI ELINE CURRENT RECOMMENDED ALL RECHARGER2HALLCHAMBERS LOCAL,INSTALLED IN l INSTALLATION GUIDELINES. ACCORDANCE WITH ALLAPPDCABLE LOCAL,STATE MID USERELHANGER 280X0 XEAVY DUTY FOR TRAFFIC ANDIOR H-25 FEDERAL REGUlATI0N5, NOTE: 1)ALL CULTEC CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS AND REQUIREMENTS APPurAnoNs. a GENERAL NOTES a CULTEC HVLV FC 24 FEED CONNECTOR THREE VIEW sa CULTEC RECHARGER 28OHD HEAVY DUTY TYPICAL CROSS SECTION END OF RUN HIDDEN END ACCESS!COVER ONLY ID BE KEPUFD x - IF LOGTEO INFAMT.ffNT.PROVIDE FOR cwMBER IYQ� XIO LOADING MODEL 280 EHD ErvcnsFnGEs- lw.�IraEr-,e mu,Es1 )!•,.. T ...:{ HIDDEN END V u 12" U, ` �O BEGINNING MODEL 2801HD F T L O OF RUN VV � m CLL4'L"0]NOiETE ~ SHOWN WITH HVLV FG24 w MODEL 2801HD FEED CONNECTOR INSERTED FEED mrvnE IMPA.`cn,I.-SEI V U- 4"M RISEN RE CIEVIM MIM O V SOEw IN CSP COUPLING IMm SIDEPORTALTO.ETRIMMED ON-SITE emDCTUE BER ER D srtw R 0. TO ACCOMODATE CULTEC HVLV FC-24 FEEDCONNECTOR MLTMRIR CW/�lR MODEL 2005H0 HVLV FC-24 FEED CONNECTOR Z CULTEC TYPICAL INLET CONNECTIONS s2a CULTEC RECHARGER 280HD HEAVY DUTY TYPICAL INTERLOCK -207-D m p 1-21NCHDIA. WASHED, w PORT TO BE PER [PAVEMENT MSTNIEO PAVEmENi 11E IF MMMfAC111ROb 1NIN5 CRUSHED - A . TONE COMPACTED FILL FILTER FABRIC - ' A C% AROUND STONE WOVEN S ` PIPE DIM AND ELEV. - < VEIVI SUBBASE DETERMINED 18 ENGINEER ❑ '. PA 8.0"203 mmI MIN ' C- N'EL`"P=ON SYSIBYI NTS (MAX.INLET 191NCHE$) 95%COMPACTED FILL e J 0•(15 mmIMIN. p AROUND STONE NTOP AND DES ( r 26 5'673 mmI SHEET TITLE Z DATORY.BOTTOM PER ENGINEERS DESGN PREFERENCE L CULTEC Inc. Details M Cultec, CULTEC N0.2DL ^,Cy, CULTEC HVLV FG2a �a b b y,• 6.0'(152 mm MIN. 1 POLYETHYLENE LINER ABOVE FEED CONNECTOR „ , ��, '",� +¢ ;y -';r �G;.:;.:, „^fi...W,.,',,, ,'xs *"�a• I Subsurface Starmwater Management Systems STONE RISE AND BENEATH ' RECHARGER20pHOCNAMBERAND Recharger 280HD P.O.Box 280 PH:(203)775-4416 SIDE PORTALS WHERE UTLLUDNG INTERNAL mMRIFoID CULTEC NO.20L POLYETHYLENE CVLTEC RECHARGER 280HD 12.0•(305 mmI 878 Federal Road PH:(800)4-CULTEC LINER TO SPAN THE ENTIRE WIDTH OF HEAW-DUTY CHAMBER (TYP.) SHEET NO CHAMB Brookfield,CT06804 FX:(203)775-1462 LULNCIECHARGER2SED h THE STARTER CHAMBER FAVT DUTT ER A CULTEC www.cultec.com tech@cultec.com x C6,2. PIPES IPE 14INCH WASHED CRUSHED ENGINEER PESIGN F 4STONE BENEATH ANO THIS DRAWING WAS PREPARED TO SUPPORT THE DESIGN ENGINEER FOR THE PROPOSED SYSTEM.IT IS THE r ARounO CHAMBER e6o DATE:11 14 14 (MAx INLET=i81NCHE5) , , ;,�„ -zB CULTEC INTERNAL MANIFOLD DETAIL ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM'S DESIGN IS IN h CRUSHED DEPTH HE STON B•o c OF INC i LRUSXED WASHED STONE FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGULATIONS.IT IS THE DESIGN ENGINEER'S RESPONSIBILITY �u- ABOVE AND BE owCHAMBER TO ENSURE THAT THE CULTEC PRODUCTS ARE DESIGNED IN ACCORDANCE WITH CULTEC'S MINIMUM REQUIREMENTS. " ` - CULTEC INC.DOES NOT APPROVE PLANS,SIZING,OR SYSTEM DESIGNS.THE DESIGNING ENGINEER IS RESPONSIBLE _....._......:............................................_..._..................._. ............._.......__............_................_........_................._ SCALE: NTS FOR ALL DESIGN DECISIONS. e.o CULTEC RECHARGER 28OHD HEAVY DUTY PLAN VIEW FOR PERMIT ONLYMOT FOR CONSTRUCTION DRAWN/DESIGN BY:�11 CHECKED BY:YME JOB N O:2013-000 C A D D F I L E:2015-080-OT-CULTEC ( BAXTER NYE g4z . J ENGINEERING & r `r SURVEYING Z l 1 Registered Professional Engineers and Land Surveyors � r; F / ° 78 North Street — 3rd Floor. / MAP Hyannis, Massachusetts 02601 x / PARCEL 17BDEED C11 le Phone— (508) 771-7502 I / WiAD1EY 1 BAAFY. YAP 750 PARCEL12D JI ; ,1 I 1 "' fax — (508) 771-7622 (3 D®N 73800 F. :.,/„" 1 www.boxter—nye.com I .ENNL,A mum / IL N.T.S. STAM STAMP M. (MIANE G� MALLONMAP MAP 250 m PARCEL DaD um 'd •. m130n' PARCEL 132 N OEM C1470I0 IAAIN e ESTEDE z " FaCa11AN WARM C.•JANET T. \ .CONSULTANT 4 / GENERAL NOTES' t, CONSULTANT I.)THE LATENT OF THIS RAN 6 TO SNOW THE EOmTYFG WOMEN EN LOCATION ON I ® MAP 250 PARCEL 065 // 2/I/Te i 1) ASSESSOR'S MAP 250 ' 142,877t S.F. \ PARCEL 065 3.3t ACRES \ DEED e O 28sn n t WORD PUN PO 234 /PG 153 j,. �, PREPARED FOR:00 000 STRAWBERRY HILL - {{{ DpBEE TRUST Strawberry Hill YAP]50 � \ P�D�N00 t \ Nominee Trust 1 ' D®IO 1B PG 110 �i AD 90M RAN REFEREIEES: LC RAN 4WR2A - + AE13Ni IO1lEY / \ LC RAN 4M2C - f RE 28 LAYOUT W.298E . \` \ 1)ZONDE WD WTEN: I \` • \ ZONING D670:Rl NO I \ CURRENT IODAIY ZONING REOMRDEMS RD-1 ZONE y < AOL LOT AREA-97,120 S.F. z / MIN.LOT FRO Il-20• W.LOT NIDTH-125• ' FRONT YARD-30'(Tar ALONG ROUTES 28 AND 132)WE d REM YARD-TO'/Nr OD ZONE MN.LOT AREA-40.030 S.F. OW / MO.LOT FRDNAGE.20' / YN.COT NERN.COD' FRONT YARD-IE•(100-ALOE ROUTES 28 AND 132)SIDE R REAR YARD-30'/2D' - CMDUAY DISMI ls:GP,RPOD 4.A IDLE SEARCH HAS NOT BEEN PERFORMED FOR INS SITE THERE WYBE YAP m RIGHTS BY OTHERS EASEMENT TMWGS MORTGAGES.RIOT OF DAYS ETC. PANEL WTI HDO NOT DEPICTED.F DETERFOIED TO BE AECESM.A TIME SEARCH SHALL BE I olm 2eJ3e rG 204 p,7 "� PERFLWIED BY OTHERS AND SUPPLIED TO BAx1EF NYE EN6aEDW R xp SURYETYE. IxNTma1E GAADE11s a Ilc 5.)THE PROPERTY LYE OYDRMATON%M 6 BUSED ON CURRENT AYMANE RECORD z .s• 1 INFORMATION CONSISTING OF PLANS AND DEEDS. THE OUSTING FEATURES SNDFN 1 t NIFREON IEW 001A ED FROM M ON THE GROUND FEUD SLIMY PERFORMED Br .� 1 Ell NYE ENCNEERMG d SUAl IFG ON FEBRUARY 1.201& R ,p O)C-4 RDOD�06�1�RATES MAP CUM n PANEL NAM 6SAiEAAsAs 3 of ED O TINGFOUNDATION a 1 - 17,2014. t %)ERECTIYF 611E JLEY .0O Eca d U,VM i X a I I CERTIFY THAT TO THE EEST.OF MY KNOYLDOGE THE Dn'TINC STRUCTURES SHOIM HEREON IS LOCATED IN } RELATION TO THE MONUMENTS SHOIN AND IS NOT LOCATED NDON A SPECIAL FLOOD HAZARD AREA U THIS PLAN IS NOT TO BE RECORDED NOR.IS IT TO BE USED TO ESTABLISH PROPERTY LINES ID i * -TI C'' REGISTERED PROFESSIONAL LAND SURVEYOR•-BAXTER NYE ENGINEERNG k SURWYNG DAIS "SIT o O 1 i 2 SHEET TITLE �_e�WWp� r Bull-- nr--P" y p�a11 2_ro" ` Foundation CertiNcation Plan MAR 06 2018 SHEET NO FC 1.0 ( � TOWN OF I�AI~�NSTa�B►- I DATE:2 9/2018 ` G 40 0 40 80 SCALE IN FEET SCALE:I"m 40' DRAWNIDESIGN BY:JMC CHECKED BY:SMN 1 JOB NO:2D13-DSO C A D O FILE.:2013-OGYL.oMi OUGLT1M0-0fiDSURVEY3PL0112013-(NA Ktlwg.3M/20381P.4BD6 AM,eluRbeem P[N .. - — BAXTER NYE l ENGINEERING & ~ ' SURVEYING �1 Registered Professional Engineers LOCUS and Land Surveyors �Ll I .� MAP 78 North Street — 3rd Floor - I / _ Hyannis, Massachusetts 02601 I/ DEED CC11147 5 . *" Z3 i / N/F / �� Phone — (508) 771-7502 11 Z BRADLEY J. BAILEY MAP 250 / —. DEED PARCEL 100 29 Fax — (508) 771—7622 � I �. I N/F / www.boxter—nye.com L_1 I KIMBERLY A. MERCER N.T.S. STAMP OF STAMP � � .�g. •F / �Y` MAss��b W SHANE GN R o 48687 ai Noo. MAP 250N q �@ / PARCEL 127 H00 co/w2 ES � MAP 250 90AS�p OQ / DEED C94820 132 DEED PARCELC147080 lqN� SUR`1� N/F z �� N IRWFOGEL SAELLE WARREN C.�& JANET T. GUINEE CONSULTANT GENERAL NOTES: CB/LEMING 1.) THE INTENT OF THIS PLAN IS TO SHOW THE EXISTING FOUNDATION LOCATION ON CONSULTANT 06/25/114 ' MAP 250 PARCEL 065 2/1/18 2.) ASSESSOR'S MAP 250 142,877f S.F. PARCEL 065 3.3f ACRES DEED BOOK 29498 PAGE 278 DEED BOOK 28577 PAGE 309 a RECORD PLAN PG 234 / PG 153 l S 8 PREPARED FOR z OWNER: MA MCCARTIN TR CO KM ,�b % � STRAWBERRY HILL °'vMc Strawberry Hill o MAP 250 NOMINEE TRUST �1 pl t ry 0 PARCEL 022 H00 DEED 10N Nominee Trust PG 149 \ ADDITIONAL PLAN REFERENCES: LC PLAN 40592A � MECHELLE M. KELLEY / \ LC PLAN 40592C / RTE 28 LAYOUT NO. 2962 n8 N, 3.) ZONING INFORMATION: \ aRr ZONING DISTRICT : RD-1, HB CURRENT MINIMUM ZONING REQUIREMENTS. \ \ C 04 N d7� / \ RD-1 ZONE MIN. LOT AREA = 87,120 S.F. MIN. LOT FRONTAGE = 20' �\ MIN. LOT WIDTH = 125' FRONT YARD = 30' (100' ALONG ROUTES 28 AND 132) SIDE & REAR YARD = 10' / 10' HB ZONE coo MIN. LOT AREA = 40,000 S.F. 06/25/14 / MIN. LOT FRONTAGE = 20' / MIN. LOT WIDTH = 160' FRONT YARD = 60' (100' ALONG ROUTES 28 AND 132) SIDE & REAR YARD = 30' / 20' OVERLAY DISTRICTS: GP, RPOD 4. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. THERE MAYBE MAP 250 RIGHTS BY OTHERS, EASEMENT, TAKINGS, MORTGAGES, RIGHT OF WAYS ETC. PARCEL 023 H00 0 GEED 26 PG 204 5 NOT DEPICTED. IF DETERMINED TO BE NECESSARY, A TITLE SEARCH SHALL BE N/F PERFORMED BY OTHERS AND SUPPLIED TO BAXTER NYE ENGINEERING & CENTERVILLE GARDENS II LLC SURVEYING. 1 ' 84 5.) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD 3 4.5' INFORMATION CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES SHOWN `m� W HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY .� o BAXTER NYE ENGINEERING & SURVEYING ON FEBRUARY 1, 2018. O z . O 3 6 FIRM MAP COMMUNITY PANEL NUMBER: 250001 0562 J O � R ^' 1 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS (ZONE X) EFFECTIVE DATE JULY u' r.' N EXISTING FOUNDATION o_ 17, 2014 � � C)LOCATED 2/1/18 1 F- :3 Q O I � E ~ m CU vi 3'0 W V- •E o V MO C: W o 1, 1 Off = !L R 4 ■J Q z z 0 1 0 ' � 1 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON IS LOCATED IN n.a. RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. -; THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. W 0 Z 7.1.,�'g4" W REGISTERED PROFESSIONAL LAND SURVEYOR - BAXTER NYE ENGINEERING & SURVEYING DATE o S m O l z FOAD SHEET TITLE F 2 - ° Foundation Oats way t0y Certification Plan SHEET NO FC 1m0 D ATE : 2/9/2018 40 0 40 80 SCALE IN FEET SCALE : 1"— 40' DRAWN/DESIGN BY: JMC CHECKED BY: SMM JOB NO: 2013-060 C A D D F I L E: 2013-060FC.DWG 0:\2013\2013-060\SURVEY\PLOT\2013-060 FC.dwg,2/14/2018 10:48:06 AM,Bluebeam PDF