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HomeMy WebLinkAboutCertificate of Appropriateness �,>Kt Town of Barnstable ,10,gtLo►M6yf . � Old King's Highway Historic District Committee . anttvarAX& 367 Main Strect, I lyannis,Massachusetts 02601 """"' Telephone 508 8624787, Entail ra cr m cry a�lown hamsiahle.ma.us M1N kti o�ea�vti,> APPLICATION FOR CERTIFICATE OF APPROPRIATENESS Application is hereby made,with six(6)complete,colored sets, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed %pork as described below and on plans, drawings, or photographs accompanying this application for: _ Date — Dale Built: Map do Pareel Property owner JP.? �fcf I MG-Pr , Tfv fe, la D 1 Uhl(VI Phone 7/ Y'a1 b —2) Street address 3b �1 Ge I�1 S T` Email ('AI4P rPI47� uP✓1 , Village (� Mailing address �7 2$(,�,Y(c S�f- MOM h 5 T I'Pf1d/ Ain Signature - Agent/Contractor 0, {-O yIV I Phone �+_ 8 V S - Agent Address S#`e v Z ►'1^,at r l pp S i^—L°�t,Mp rcA Lt J We A- Email �Te yeV1 , M r!n o 6D Agent Signature A."4m m , O L7G e- 33 4- if approved, the Certificate of Appropriateness expires one year from the stamped approval date or upon the expiration of a Building Permit, whichever date shall be later. A one year extension may be requested, in writing, to the Old King's Highway Administrative Assistant at 367 Main Street,Hyannis,MA 02601.This request must be received prior to the date of expiration. There is a 10 day appeal period plus it four day waiting period for all applications after which time your approval paperwork will be available for pickup and building permit signmeft:All applications are subject to meeting any applicable building code requirements. Check,all categories that apply Building Construction New Build Addition Alteration E] Residential El Commercial Type of Building 0 House Garage Barn Shed Other Project F] Roof Windows/Doors Siding/Painting Solar Other Landscape Feature F-1 Fence ❑ Wall ❑ Flab Pole ❑ Pool ❑ Other Sign ❑ New Sign ❑ Replace Sign ❑ Repaint Sign n Other Description of Proposed Work Mw �'aA+U(�w of- c( t� 6 fC/^e car G0(04C 3a X r, _ for Committee use only This Certificate is hereby APPROVED DENIED By a vote o Ave Nav Abstain Date Conditions of Approval CERTIFICATE OF APPROPRIATENESS—SPEC SHEET CHIMNEY Material : Color --------------------------------- ROOF Make&style __ ----------------------- : S��f� Color Roof Pitch(s)—(7/12 minimum) < 1 ...._." ; (specify on plans for new building do major additions) C.TITTRR Tvnefalcri Color j WINDOWS,DOORS,TRIM,SHUTTERS,SKYLIGHTS Window/Door Trim material Wood : Wp0 : Others eci _ mak P lY --------- -------' ----------------------------------------' Size of corncrboards ; _ Size of casings(1X4 min) �( Color 1 x_ - - - ' r ---- Rakes V'member ` 2id Member ` )( Depth of overhang ------------ Windows: -r_.. - Windows: Make/Model - Material �1l�sa�elColor Window Grills Divided Light ; Exterior Glued Grills ;- ' Grills Between Glass Removable Interior Grills No Grills Grill Pattern p__ t . ------------- Material Style&Make Tit Color ----- s �l Garage doors: Style Size of opening Material ; tJ/nlllurij M h, //11 ---- ------------- Color ------------ --- -------- Shutters: Type&Style : 0 V 2 I Material r ! Color Skylights: Type ; : Make&Model ' r - - - 1 , -------------- ;------------------- - ---------------- :--�v/ ---------------------- Size : Color ------------------ SIDING Type Clapboard Shingle t -' Other ;-- -- " --- -- -- -- " - ----------------------------- ' Material Red Cedar : White Cedar : Other Paint Color r H - - ------------------- FOUNDATION Type ; (yj Q (er 5 �Q (max 12'exposed) �?1_ DECK Material ; t-------------- T ' SIGNS Size : h/ � Materials Color : FENCE Type ,.- i it_rail chaff link) : Color : -------------------' ------------------' r------- -------------------------------------------- .---------------- Material ' r Length ' r---------------------------------------------------------------------------------------------------------------- RETAING WALL Description -- ------ - ---- ------- -- -- - -- ---- - - -------- - -- ---- - - r---------------------------------------------------------------------------------------------- LIGHTING Type and location(free standing affixed to structure,illuminated) =---------------------------------------------------------------------------------------------= NEW BUILDINGS, ADDITION, OR COMMERICAL BUILDING CHECKLIST- CERTIFICATE OF APPROPRIATENESS Submit electronic complete colored set, unless otherwise noted ...... Application for Certificate of Appropriateness ...... Spec Sheet,brochures or diagram Site Plan ____ Name of applicant,street location,map and parcel ____ Name of architect,engineer,or surveyor,original stamp&signature;date of plan&revision dates North arrow,written and drawn to scale Changes to existing grades shown with one-foot contours Proposed&existing footprint of building and/or structures,and distance to lot lines ..... Proposed driveway location ____ Proposed limits of clearing for building(s),assessor structure(s),driveway and septic system Retaining walls or accessory structures(e.g.pool,tennis court,cabana,bam,garage,etc) ...... Building Elevations Plans at scale of = 1 foot;a written drawn scale Plans at a reduced scale to fit 8.5"x I I or I 1 x 17 paper ____ Name of applicant,street location,map and parcel Name of Building Designer,or architect;original signature of plan preparer and stamp;plan date,and all revision dates. *All new house or commercial building plans must have an original signature and stamp,if any,by a registered Architect,member of AIBD,or a licensed Massachusetts Home Improvement Contractor,unless this requirement is waived by the Old King's Highway Historic District Committee. A written and bar drawn scale Elevations of all(affected)sides of the building,with dimensions including height from the natural grade adjacent to the Building to the top of the ridge;location and elevation of finished grade,roof pitch(s)dormer setbacks;trim style,window And door styles.Changes to existing building must be clouded on drawings. Window schedule on plans Landscape Plan(drawn on a certified perimeter plan containing the following) ___ Name of applicant,street address,assessor's map and parcel number Name,address,and telephone number of the plan preparer,plan date,&date of revisions ____ The location of existing and proposed buildings and structures,and lot lines Natural features of site(i.e.rock outcroppings,streams,wetlands,etc) Existing buffer areas to remain Location and species of trees and plants ____ Driveway,parking areas,walkways,and patios,indicating materials to be used ____ Existing stone walls,and proposed walls including retaining walls for slope retention or septic systems For removal of stone walls,you must file a demolition application All proposed exterior lighting and signs ...... Sketch or Photos of adjacent properties A sketch(s)to scale or photographs of nearby adjacent buildings,where present,along both sides of the street frontage, Showing the proposed new house or commercial building in scale and in relationship to the existing buildings. Please discuss with staff if you do not think this is relevant to your application. ...... Photographs of all sides of existing buildings to remain or being added to Existing building,foot print Building 1 (sq.ft.) Building 2 (sq.ft.) Exiting building,gross floor area,including area of finished basement Building 1 (sq. ft.) Building 2 (sq.ft.) New Building or addition,foot print < Building I (sq.ft.) ��( �3x2 C Gcd`�4 Building 2 (sq.ft.) � ,aealC[4 a.T New Building or addition,gross floor area,including area of finished basement Building 1 (sq.ft.) Building 2 (sq.ft.) Plan preparer,signature and date e r1m h v d Date:4/22/2022 Page:5 of 7 252 W. Adams, P.O. Box 399 • Morton, Illinois 61550-0399 MBEA GC License:108464 122-15343-20220422-11005531-8D0C-8 © 2022 Morton Buildings, Inc. 306 32'x12'x32' East and North Walls Date:4/22/2022 Page:4 of 7 252 W. Adams, P.O. Box 399 • Morton, Illinois 61550-0399 MBEA GC License:108464 122-15343-20220422-11005531-8D0C-8 © 2022 Morton Buildings, Inc. 306 32'x12'x32' West and South Walls Y,, .lac �q_:r�.1;,,•i.C.- �.', ) !l / .. ��irlf'rCJ:. 4`+- 'X��C'�c_Y'+5�..: t'I.,•� .•:tZ'. 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J �r:. ! >:,•C�R�•�4,h+"'C.r�/�vr�6:<�'ii•(jFn.'�l.Y.Yrli<��i• 39.6 40.4 LOCUS NOT TO SCALE MA BARNSTABLE, Area= 1.58 AC± LOT 2 SCALE 1"=30' PLAN BENCHMARK: Survey Spike EL=38.4± (NAVD88 Datum) SCALE 1"=30' 9030600 LEGEND EXISTING CONTOUR PROPOSED CONTOUR EXISTING SPOT GRADE PROPOSED SPOT GRADE WATER SERVICE LINE OVERHEAD UTILITY SERVICE UNDERGROUND UTILITY SERVICE GAS SERVICE LINE TEST HOLE / BORING LOCATION SEPTIC TANK DISTRIBUTION BOX SOIL ABSORPTION SYSTEM RESERVED FOR FUTURE UTILITY POLE CATCH BASIN FIRE HYDRANT WELL O U ST DB SAS Reserve W DRAINAGE MANHOLE CONCRETE BOUND, FOUND TOP OF BANK FENCE EDGE OF CLEARING LIMIT OF WORKXX PLAN BOOK 195DEED BOOK 29830 ASSESSORS' MAP 318 PAGE 45PAGE 189 PARCEL 53 Plan Book 195 Page 45 G:\AAJobs\Grainger9069\dwg\9069.PROPOSEDSITE.dwg 32 24x5 12.34 W G Jeffrey Grainger 788 Ware Street, Mansfield, MA 02048 PROPOSED SITE PLAN 3604 MAIN STREET (ROUTE 6A), BARNSTABLE, MA Professional Engineering & Land Surveying Services 1573 Main Street - Route 6A P.O. Box 1773 (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax DATE:SCALE:BY:CHECK:JOB NUMBER: 10/5/2021 As Noted MTF JMO JMO-9069 J.M.O'REILLY &ASSOCIATES,INC. 32 TP D M a r a s p i n C r e e k 6A Commerce RdRedwing LnStonehenge DrFlint Rock RdMAIN STREET - ROUTE 6A(1909 State Highway Layout - 40' Wide)230'± 174.54'138.93'125.6 2 ' 177. 2 5 ' 143. 3 4 '20.09'141. 8 4 ' 178.1 2 ' 96.07' 286.66' 88'± 40.0 38.3 33.9 35.0 40.5 43.0 40.2 43.0 43.7 40.1 43.4 41.1 40.8 39.8 41.1 41.2 36.8 39.2 35.3 6.6 5.7 5.7 38.9 37.6 35.2 35.8 34.5 34.6 35.0 34.8 42.3 37.5 39.1 39.4 45.4 45.7 38.6 38.4 35.3 34.5 34.8 34.4 38.7 39.9 34.5 35.1 41.6 37.4 34.4 34.1 33.9 33.0 36.3Edge of PavementGravel Drive Pave d D r i v e Dirt D r i v e Dirt D r i v e Rock Wall Deck S Top of Coastal BankPatio Walk S STEP STONE RETAINING WALL 46 46 4 4 44 42 42 4 242 424240404040404040403838 3 8 38 3636 363 6 3 4 34 344042 100' BufferZone200' RiparianZone100' BufferZone50' Bu f fe rZone 50' Bu f ferZone 1 0 0 ' B u f f e r Zo n e 50' BufferZoneEdge o f Wetland Edge of Salt MarshMarasprin Creek(Per Barnstable GIS)S S Ramp Existi n g G a r a g e Existi n g 4 B e d r o o m D w e l l i n g Top o f F o u n d a t i o n E L = 3 4 . 9 ±24.2'±28.1'±Boulders LIGHTPOST ZONING TABLE RF-1 & RF-2 ZONES FRONT YARD SETBACKS SIDE & REAR YARD SETBACKS 30 FEET 15 FEET BUILDING HEIGHT 30 FEET RF-2 ZoneRF-1 ZoneRF-2 ZoneRF-1 ZoneAPPROX. LOCATION OF EXISTING SEPTIC SYSTEM PER BOH RECORDS W Approximate Well Location Per Owner 32 32303028 2826 2624 2422 2220 2018181616141412 1210108866ZONE AE EL=12, FEMA FLOOD PLAINSlop e = 2 1 . 1 % , 4 . 7 : 1 Slo p e 2 8 . 0 % , 3 . 5 : 1 Sl o p e 3 5 . 9 % , 2 . 7 : 1 PROPP O S E D 32'x3 2 ' GARAG E TOS EL = 4 1 . 0 ± PROGRESS PLAN - REVIEW & COMMENT TOF EL = 4 2 . 0 ± 40 MITIGATION AREA: SEE DETAIL & NOTES 56.6'±38.4'± 50 BUFFER: HARDSCAPE 0 SF 50-100' BUFFER: DRIVEWAY 1,300 SF RETAINING WALL 80 SF TOTAL 1,380 SF EXISTING AREA TABLE TOTAL 0 SF 50 BUFFER: HARDSCAPE 0 SF TOTAL 50-100' BUFFER: PROPOSED GARAGE 1,024 SF PROPOSED DRIVEWAY 0 SF PROPOSED AREA TABLE 0 SF 100' BUFFER: MITIGATION REQUIRED: +828 SF INVASIVE/LAWN REMOVAL RE PLANTING MITIGATION PROVIDED: 1,830 SF TOTAL PROVIDED MITGATION 1,830 SF (1,380 - 1,104)3 = TOTAL 1,104 SF Existing Isolated Vegetated Wetland, Flagged & Located By J.M.O'Reilly & Associates, Inc. 5/11/2021 CONSERVATION NOTES: 1.) LIMIT OF WORK SHALL BE AS SHOWN. A STAKED 9" STRAW WATTLE SHALL BE CONSTRUCTED ALONG THE LIMIT OF WORK LINE PRIOR TO THE COMMENCEMENT OF OF ANY WORK. 3.) CONTRACTOR, BUILDER AND OWNER SHALL REVIEW THE ORDER OF CONDITIONS PRIOR TO AND DURING CONSTRUCTION. LANDSCAPE CONTRACTIOR TO REVIEW MITIGATION 2.) ALL DISTURBED AREAS SHALL BE LANDSCAPED. PLANTING SHALL CONSIST OF MASS SLOPE GRASS SEED MIX AND/OR AS CONDITIONED BY THE COMMISSION. AND RE-VEGETATION PLANS WITH CONSERVATION AGENT PRIOR TO PLANTING. Gravel Drive E x p a n s i o n 7 5 0 S F ±35.4'±10.4'±10.1'±Lawn AREAS TABLE: PROPOSED GARAGE XXXXXXXXXXXXXXXXEdge of Cl e ari n g RETAINING WALL: RE BUILT 80 SF Retaining Wall TO BE REBUILT SCALE 1"=15' PLANTING DETAIL50' Bu f ferZone 1 0 0 ' B u f f e r Zo n e XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED DRYWELL FOR ROOF RUNOFF SEE CONSERVATION NOTE 4 4.) ROOF RUN-OFF FROM GARAGE SHALL BE CONTROLLED BY GUTTERS, DOWNSPOUTS AND DRYWELLS OR STONE TRENCHES UNDER DRIP LINES. DRYWELLS SHALL BE, A MINIMUM OF TWO(2), 20" ADS PIPES, TWO FEET DEEP WITH TWO FEET 3/4" STONE ALL AROUND. DRYWELLS SHALL BE SET IN CLEAN SAND. INVASIVE REMOVALKS & PLANTING NOTES: 5.) INVASIVE REMOVALS SHALL CONSIST OF BITTERSWEET VINE, RIVERBANK GRAPE VINE AND OTHER INVASIVES ENCOUNTERED. REMOVALS SHALL BE COMPLETED BY HAND AND INCLUDE CUTTING LIVE VINE AND REMOVING FROM THE PLANTING AREA. ALL INDIGENOUS 7.) CONTRACTOR, LANDSCAPER OR OWNER WHO WILL BE COMPLETING THE PLANTING SHALL REVIEW THE SHRUBS AND/OR TREES TO BE USED, PRIOR TO COMPLETING THE PLANTING. 6.) PLANTING AREA (1,830 SF), SHALL BE PREPARED BY REMOVING INVASIVES, AND PLANTING APPROXIMATELY TWENTY EIGHT, 3-5 GALLON SHRUBS. SHRUBS SHALL CONSIST OF AMERICAN 8.) AREA AROUND SHRUBS TO BE STABILIZED WITH NATURAL WOOD CHIPS OR BE PLANTED WITH MEADOW GRASSES/WILD FLOWERS. ALL SPECIES AND METHODS SHALL BE REVIEWED BY CONSERVATION STAFF PRIOR TO COMPLETING THE PLANTING/STABILIZING. SHRUBS SHALL REMAIN, WITH THE EXCEPTION OF DAMAGED VEGETATION. HOLLY, EASTERN RED CEDAR, BLACK CHOKEBERRY, CANANDIAN SERVICEBERRY, NORTHERN BAYBERRY HIGH BUSH BLUEBERRY OR OTHER SPECIES OUTLINED ON LIST BY CAPE COD COOPERATIVE EXT. PROPOSED SHRUBS & INVASIVE REMOVALS SEE NOTES 5-8 42 44 PROPOSED LIMIT OF WORK Date:4/22/2022 Page:1 of 7 252 W. Adams, P.O. Box 399 • Morton, Illinois 61550-0399 MBEA GC License:108464 122-15343-20220422-11005531-8D0C-8 © 2022 Morton Buildings, Inc. 4/22/2022 Jeff Grainger 3604 Main St Barnstable , MA 02630 Other: Dear Jeff: Thank you for giving us the opportunity to present you with a proposal for your building project. I will follow up with you within the next few days to answer any questions or concerns you might have. As your Sales Consultant, I will work closely with you throughout the entire building process to he lp with financing, site selection, site layout for optimum land usage, site preparation and many issues you may not have considered, such as permits and proper drainage. Morton Buildings, Inc. is the only building company that is fully integrated from receiving raw materials all the way to handing the keys over to you at the end of construction. This allows us to maintain our high qualit y, erecting buildings that operate efficiently with minimum maintenance and low costs year after year. From basic to bold, small to large, and plain to fancy, Morton's buildings are constructed to satisfy almost every customer's needs. We put only the best materials and workmanship into every building and that is why we can confidently back our product with a very strong warranty package. Additionally, we can help guide you to a variety of sources for financing your construction project. Again, thank you for allowing us to present you with this building proposal. I look forward to helping you make your building dream a reality. Sincerely, Steven Marino Sales Consultant Steven.Marino@mortonbuildings.com Cell Phone: 774-218-8545 Office Phone: 508-285-2718 Office Fax: 508-285-2719 10 Commerce Way Ste A Norton, MA 02766-3325 Date:4/22/2022 Page:2 of 7 252 W. Adams, P.O. Box 399 • Morton, Illinois 61550-0399 MBEA GC License:108464 122-15343-20220422-11005531-8D0C-8 © 2022 Morton Buildings, Inc. Building #1 Specifications Style Width Height Length Truss Spacing Roof Pitch Lower Chord Peak Height Soffit Height Building Info306 32'12'32'8'8/12 0/12 24' 2.5"11' 9" 306 32'x12'x32' (#1) -Building Use: Suburban -Garage Foundation Morton Foundation System -MFS Concrete Columns In Ground. Morton Buildings, Inc. exclusive foundation system. Reinforced precast concrete column with an internal threaded adjustment bracket set in a readi-mix poured footing set below frost depth or a minimum of 4'-0" below building grade. Fastened to a laminated wood column with an internal column connector bracket. Treated Wood splashboard system. Trusses 32' Attic Truss 8/12 has an approximate framed opening size of 0' Wide x 0'-0" Tall. Siding South, East, North, West wall(s) wall prepared for Horizontal Siding (Includes Building Wrap) Wainscot South, East, North, West with 36" tall Fluoroflex™ 1000 Hi -Rib Steel Minimum .019 wainscot (Fastened with Stainless Steel Screws) Protective Liner South, East, North, West wall(s) with 7/16" thick OSB by approx. 32" tall Protective Liner Roof Prepared with 1/2" CDX Plywood with Synthetic Underlayment with Roof Over Vent -A- Ridge, shingles not included. Structure has not been designed for installation of anything which could retain snow on the roof. 1 2'6" Square Cupola, Non Functional with 'M' 30" Weathervane Overhangs South wall(s) 2' Wide Vented Sidewall Overhang with Standard 6" fascia East, West wall(s) 1' Wide Non Vented Endwall Overhang with Standard 6" fascia North wall(s) 1' Wide Vented Sidewall Overhang with Standard 6" fascia Walk Doors 1 A 3' x 6'8" 9 Lite Tempered Glass in Plain Flat Leaf Fibersteel Walk Door(s) in swing right hinge with lockset Windows 5 B 4'4"x2'9" 9 Lite MB Sliding Window(s) with 14" x 35" open louvered shutter(s) with low E glass with argon Date:4/22/2022 Page:3 of 7 252 W. Adams, P.O. Box 399 • Morton, Illinois 61550-0399 MBEA GC License:108464 122-15343-20220422-11005531-8D0C-8 © 2022 Morton Buildings, Inc. Overhead Door Opening 1 C 8'0" x 8'0" Overhead Door Opening (Requires a minimum 8' 2" X 8' 1" panel), OHD/ Operator requires 1' 4" Headroom, Available Headroom is 3' 9", with Brushseal 2 D 8'0" x 8'0" Overhead Door Opening (Requires a minimum 8' 2" X 8' 1" panel), OHD/ Operator requires 1' 4" Headroom, Available Headroom is 3' 9" Energy Performer 1024 sq. ft Ceiling Finish with Hi-Rib Steel (.019 White CQ Polyester Solid) Fastened to Lower Chord of Truss with Painted Steel Screws, 4 Mil Vapor Retarder and Air Deflector at Eaves Between Trusses Interior Wall with 7/16" Thick Primed Smart Panel with 8" On Center Grooves, Wood Grain (SmartPanel Requires Painting by Customer) From Top of Floor Up to 8' Height, Hi -Rib Steel (.019 White Polyester) From Top of SmartPanel to Ceiling, Hi-Rib Steel Fastened to Nailers with Painted Steel Screws, Wall Cavity is Insulated with 6" Fiberglass Insulation and 4 Mil Vapor Retarder 32' long, on South wall starting @ 0' 32' long, on East wall starting @ 0' 32' long, on North wall starting @ 0' 32' long, on West wall starting @ 0' Subcontracts Install 1024 Sq Ft of R-50 fiberglass blown-in insulation in the attic area of the 32' x 12' x 32' Morton Building. Install (3) 8' 2" X 8' 1" Unknown Raynor Insulated M200C 2" R18.30 Door with 2" Raynor Heavy Duty Track and hardware, Stucco Panels, Door/Operator requires 1' 4" headroom, 3" Gray rubber bottom seal. Oper ator is not included.Available Headroom is 3' 9" Additional Information Includes attic trusses w/ 10' wide by approx. 7'2" high attic area. Does NOT include any deck system for attic area or stairs. Date:4/22/2022 Page:6 of 7 252 W. Adams, P.O. Box 399 • Morton, Illinois 61550-0399 MBEA GC License:108464 122-15343-20220422-11005531-8D0C-8 © 2022 Morton Buildings, Inc. 306 32'x12'x32' (#1) Column Plan Date:4/22/2022 Page:7 of 7 252 W. Adams, P.O. Box 399 • Morton, Illinois 61550-0399 MBEA GC License:108464 122-15343-20220422-11005531-8D0C-8 © 2022 Morton Buildings, Inc. Building Investment Total Estimated Project Cost as described including Material, Tax, and Labor*: $120,072.00 $36,022.00 Down Payment $72,043.00 Due Upon Delivery of Materials $12,007.00 Due When Morton Buildings' Scope of Work is Complete * Building Proposal Good for 7 Days from the date specified on cover letter. If you accept this pricing proposal you must enter into a written building order which contains add itional terms and conditions. This proposal is not intended to be a contract for construction. This proposal contains information which is proprietary and/or are trade secrets and may not be disclosed to third- parties without the express written authorization of Morton Buildings, Inc. C�R"���i., A�•c:�,t .tor^ ��•f.Y�r �.�7`�j".r�fy,.r� �`'+��'3. It—J4 fU YC I'J�Wt.�F'n' Jf ,�z2r; y�'`_ Y ,X.�,: � :vn Lr ,� - .• ?� �-„?'?+�,rr''y,�,lr'r. •2;�;1�^�r.rci�!'•,.�r ��`y.� ,f^''�•�''^ 'r r ,y�, ��yz;u�'k�� dr�ytr�,a• �;�y�•ti�,,7�`.Jr'r>''�jk. 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Y.�'���rv�S'G"�! ,�y'J�{.Y�ir�� �..yi�.G�� Yv�];•J "�7,i- ;1U4. 1;3'rt ClF Qh ii G d lr a` t�� : �r.;.,'�r•. �rS:�r'4�Y',Tvv4•�''�t':'��.�k�iia: '..r. 3600 MAIN STREET BARNSTABLE, MA 02630 317017 STAFFORD, ALBERT E & JEAN B TRS STAFFORD REAL ESTATE TRUST Property ID: 3611 RTE 6A BARNSTABLE, MA 02630 317043 DOE, WILLIAM & ROBERT & GRIFFIN, DEB TRS YESTERYEAR NOMINEE TRUST Property ID: LINCOLN, MA 01773 318010 MASSACHUSETTS AUDUBON SOCIETY INC 208 SOUTH GREAT ROAD Property ID: PO BOX 108 BARNSTABLE, MA 02630 318050 SWIFT, WILLIAM F TR & CATHERINE R TR WILLIAM F&CATHERINE R SWIFT 2019 LIV TRS Property ID: WEST BARNSTABLE, MA 02668 318050001 BARNSTABLE LAND TRUST INC 1540 MAIN STREET Property ID: MANSFIELD, MA 02048 318053 GRAINGER, JEFFREY B & O'BRIEN, THERESA 788 WARE STREET Property ID: BARNSTABLE, MA 02630 318054 SCHROEDER, SCOTT D & CHERYL A 3606 MAIN STREET Property ID: