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0015 MEADOW FARM ROAD
t errg dA�a;� ,� t ui (tow) �. tr 4� '* B ° c a ro s , . > n o ° b . � r 01W of Barnstable *Permit- /,.5 OY O Expires 6 month om issue date Regulatory Services Fee UMM • suuvsr , , lAcha rd V.Scali,Interim Director. BAIA0 NBhuilding Division 10w 1�! Perry,.CBO,Building Commissioner .200 Main.Street;Hyannis,MA 02601 ;..www.town.barnstable.ma.us Office: 508462-4038 - Fax: 508=790-6230 �.. - EXPRESS PERMIT APPLICATION - RESIDEN'TjAL ONLY Qj Not Valid without Red X-Press Imprint Map/parcelilumber / Property Address �5., /'� e A We4, Fa'cM G� " Ct�l,/�ei2 lse°//G Jt�/3 Residential Value of Work$` �- 3.2-3. / Minimum fee of$35,00 for work under$6000.00 Owner's Name&Address / n 4 R e OAI l"IA1 KA `f l S /t'1 eA1c+ty 4.0jm J{ C e., eit v�ll e Contractor's Name C Pc� Cam' ���}lG/j!1 Telephone Number_SOS-398—65p 3/6 Home Improvement Contractor License"#(if applicable) Email: Construction Supervisor's License#(if applicable) R Workman's Compensation Insurance Check one: w ❑ I am a sole proprietor ❑ I am the Homeowner R.I have Worker's Compensation Insurance Insurance Company Name -�Cji�1— -✓l�l /�� Workman's Comp.Policy#_ e��( :� ��� , 61c.7 a/�/ _. Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will betaken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value + (maximum.35)#of windows .#of doors: [LrSmoke/Carbon Monoxide detectors 4 floor plans marked with.red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner.Letter of Permission. A co y of the Home Improvement Contractors License&Construction Supervisors.License is re .red. SIGNATURE: . T:\KEVIN_D\Building Changes\EXPRESS PERlvIIT\EXPRESS.doc Revised 061313 j The.Commonwealth of Massachusetts _ - Department of Industrial Accidents Office of Investigations - 2 600 Washington Street i i Boston,MA 02111 vy www.mass.gov%dia Workers' Compensation Insurance Affidavit:.Builders/Contractors/Electrici ans/Plumbers Applicant Information Please Prin t Legibly y Name (Business/Organization/Individual): CAPE COD ALARM CO., INC. r. Address: 204 OLD TOWNHOUSE ROAD City/State/Zip:WEST YARMOUTH, MA 02673 Phone #: (508) 398-6316 Are you.an employer?Check the appropriate box: I Type of project(required): 1. ✓❑ I am a employer with.30 4.1❑ I am a general contractor and I. employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction ( 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling: shipand have no employees These sub-contractors have. . . 8. ❑ Demolition working for me in any capacity. employees and have workers' coin insurance.` 9.. Building addition. [No workers'comp.insurance p• required.] 5• ❑. We are a corporation and its 10.❑Electrij al 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 re airs insurance required.]t c. 152, §1(4);and we have no r �`, employees. [No'workers' 13:2'Other+ /y1 (=QS (w•5 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 atttidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or n&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:Associated.Employers Ins., Co. Policy#or Self-ins.Lic.#: WCC50064,33012014A Se ember 1, 2015 Expiration Date: p Job Site Address:- 16� ./t'l spelt,, FyR/j J;d City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).- Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1;500.00 and/or one-year imprisonment,.as well as civil penalties in the form of a STOP W 9 RK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification I do hereby certify under the pains and penalties of p rjury that the information provided above is true and correct. Si ature: Date: Phone#:. 1 o9 _s/ 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#: �.WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Employers'Insurance Company. .54 Third Avenue,`Burlington, Massachusetts 01803-0970 . (80O) 876-2.765 - NCCI NO 40959 t POLICY NO: WCC-500-5006433-2014A PRIOR NO. WCC-500-5006433-2013A ITEM 1. The Insured: Cape Cod AlarmCo_Inc DBA: Mailing address: Attn:Gene Cormier FEIN:'"="'3528 204 Old Townhouse Road West Yarmouth,MA 02673 Legal Entity Type: Corporation Other workplaces not shown above: See Location 2: The policy period.is from 09/01/2014 to 09/01/2015 12:01 a.rrt.standard time at the insured's mailing address.: 3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: --MA B. Employers'Liability Insurance:Part Two of the policy applies to work in:each state listed in item 3.A. The limits of liability under Part Two are: Bodily Injury by Accident $ 1,000,000 each accident Bodily Injury by Disease $ 1,000,000 policy limit Bodily Injury.by Disease $ . 1,000,000 each employee C. Other States Insurance: Coverage Replaced by Endorsement WC 20 03 06 B D. This Policy includes these Endorsements and.Schedules: SEE SCHEDULE 4. . The premium for this policy willbe determined by our Manuals of Rules,Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Classifications Premium Basis. Rates Code Estimated Na PerO$f 00 Estimated Total Ann Annual Annual Remuneration Remuneration Premium INTRA 184628 INTER SEE CLASS CODE SCHEDU E --------------------------- Minimum Premium--$378 Total Estimated Annual Premium GOV GOV Deposit Premium STATE CLASS MA 8901 MA Assessment Chg. This policy,including all endorsements,is hereby countersigned by J x 07/08/2014 . Authorized Signature Date Service Office: 4 Third Avenue Rogers&Gray Insurance Agency-I --Burlington MA 01803 434 Route 134 South Dennis, MA 02660 WC 00 00 01 A(7-11) Includes copyrighted material of the National Council on Compensation Insurance, used with its permission. p CAPECOD-54 DEATON ACOR>D" DATE(MM/DDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 1112112014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION.ONLY AND.CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY.OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE :OF INSURANCE DOES NOT CONSTITUTE.A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder`is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may,require an endorsement.,A statement on this certificate does.not Confer rights to the certificate holder in lieu of such endorsement(s). 5 PRODUCER - CONT NAMEACT.Ann'Pell,CIC,CISR >. Rogers&Gray Insurance Agency,Inc. PHONE 434 Rte 134 Alc No Ext: Fa/c No:(877)816-2156 South Dennis,MA 02660 EMAIL ADDRESS:apell@rogersgray.com INSURER(S)AFFORDING COVERAGE - -- NAIC# INSURER Ad Scottsdale Insurance Company - INSURED INSURER B:Arbella Indemnity Insurance - Cape Cod Alarm Co Inc: INSURER C:Associated Employers Insurance Co. 11104 204 Old Townhouse Road INSURER D c West Yarmouth,MA 02673 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 POLICES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR - ADD BR - POLICY OFF- POLICY EXP LTR TYPE OF INSURANCE - POLICY NUMBER .MMIDDIYYYY1 (MMIDD/YYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MAOE 0 OCCUR CPS2021103 09/01/2014 09/01/2015 PREMISES Ea occurrence $ 50,000 MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY' $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 CYaC POLIETa PRODUCTS- MP/OP AGG $ 2,000,00 OTHER: . $ . AUTOMOBILE LIABILITY _ - COMBINED SINGLE LIMIT $ . Ea accident B ANY AUTO 1020005044. 09/01/2014 OW01/2015 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) .$ 1,000,00 X HIRED AUTOS NON-OWNED : X AUTOS, PROPERTY DAMAGE $ Per accident UMBRELLA LIAB -X OCCUR A X. EXCESS LIAB EACH OCCURRENCE $' 3,000,00 CLAIMS-MADE XLS0094406 09/01/2014 09/01/2015 AGGREGATE $ 3,000,00 DED I X,.:RETENTION$ 0 WORKERS COMPENSATION ER R _ AND EMPLOYERS'LIABILITY. - - X -STATUTE- - ' ER H $ - C . ANY PROPRIETOR/PARTNERIEXECUTIVE YIN CC5006433012014A 09/01/2014 09/01/2016 E.L.EACH ACCIDENT $ 1,000 OFFICERIMEMBEREXCLUDED? N❑ N/A _ ,OO (Mandatory in NH) Ifes,describe.under E.L.DISEASE=EA EMPLOYE $ 1,000,00 yy � � - � � - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) - Installation and monitoring of security systems, Certificate holder is provided additional insured status with respect to general liability when required in a'written contract or agreement 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. Wiring Inspector ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main St . 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 - . `��lr°�dir�issp> �a�aaacf�ttde.�fo�0�67�. eel i 17oYl en Detach Along All Perforations OIlIIIVIOR WEALTi-1.OF ea® ® o ® M � �TT4a� ®O_I1fiIVBORIV@/EAL.TFi OP IU1.+ etth1 �� - SETT ELECTR I C I Al�lS BOARS�� ISSUES THE FOL:LOWtNG L1 .E61SE A ° h a iEErTRI C 1 A�I:S IS SUE $ TNT FOLLOWIN A R.E ,I STEREb SYSTEiN C(�NTRAGTO � ' t: G ; i CE'NSfa � 0 ��; RED!STEIED SYSTEM TECHNICIAN ' CAPE.-COD . ALARM C0 I NC 3 la � GENE A G.�RMtER 4i GI' kE A CORNIER k �,< � t 204. dLD. "TQWNHOUSE ,.w:<. tANE. � 5 Y:ARMOUTHJ. lA 02673 1 . T i� 159 ` C ' 07 515 54CtUTH MA2660667u J y NI l5 `�5 'Commonwealth of Massachusetts Department of Public Safety . Secui'ilr Syctemx-S- License:'.SSCO-000248 ,., GENE CORMITR _ 204 OLD.TOWIVFIOUSEiRD ' k W YARMOUTH MA-.-6 Commissioner Expiration, 11/07/2016 �JuSM,fllwq, SEividwq afford'Mombonmig-of SPCURiry, Film, nNd-CCYV SysrEms* (504) 398-6316 (800) 168,000 FAM +OtHcF- 0081398Fi6661 Fmv. CEwmt STATION (505)TbU• 012 MA.UCENSE N& IY92C SMOKE DET "'TO9, R VIEWED . _ - BARNS L ILDIN D PT.. DATE . ._ -..'.. ....- 1. ......_-., -..: -- --- -------- -- - - _ ,:FIRE-DEPARTMENT-- DAIS 3000 WOMB Sll3snHOVSSHw BOTH SIGNATURES.ARE REQUIRED FOR PERMITTING -- -03d"0311b1SN(3atSf1W SWUM 3 IXONON WHO -- - ----- -- - -- . - - O " et3,. rya C7 O err — F/00e I V 1 � I kr4-.'e ,.t ..._. - .....__ _._... _ o ,4 eajT sy - -� ........... j ............... V. LOT I w 2/g 53, 1 II OERrIFIEP PLOT PLAN AxRK lIlG rom I5 MEADOW FARM RD., CENtERVILLE; MA PREPARED Fm SEMINARA CON6T. CORP. MAYVM DY: N VII• y \f r JM _ Ad -, f ATE IM. TMVd oP-112 II, 20 GPP-I �, WELLER & ASSOOIATES Ib15 FAiMGilfH W - aM 46 C WM=RVuf W OUM (wb) TX-O% - rAx (6,00) T?5-� _ BJ61tBR5 & LMV OR5 TOWN OF BARNSTABLE CERTIFICATE OF OCCUPACY PARCEL ID 189 118 GEOBASE ID 11127 ADDRESS 15 MEADOW FARM ROAD PHONE CENTERVILLE ZIP i LM7 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO ;y PERMIT 71422 DESCRIPTION NEW RES. 5/BED. 4/BA. ATTCH. GARAGE PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: ARCHITECTS: Department Of Regulatory Services TOTAL FEES: BOND $.00 �tME 1 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 0 ; * =A MSTABLE, * i Mass. 1639. ♦� BUILD ,,G DIV SION BY DATE ISSUED 09/10/2003 EXPIRATION DATE A,21 ( I i ,��ON CxRAN'PL+.�.,.bBEr�;;►�� ...,.- - '�`. :j � ,� d GEOBASE_1. 34 2-F�' r R.M ROAD, - PHONE ZIP BLOCK / LOT SIZE _ DBA r� DEVELOPMENT DISTRICT CO EMIT 88565 DESCRIPTION NEW 8296 SQ_ FT 2STORY COLONIAL PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRAC*TOR,S LOU:I&,.J SEMINARA Department of ARCHITECTS: Regulatory Services TOTAL ::FEES: $1,210 8S ' POND $.00 Off CONSTRUCTION COSTS :101 SINGLE EAM HOME DETACHED 1 PRIVATE * BARNTSTABLE, MASS. i639' �ErD Mp'�A BUILDING DIVISION BY-, )MA/1 , DATE ISSUED 02/04/2002 EXPIRATION DATE THIS PERMIT.CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PARTTHEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION:STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). !� PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. CH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS /11J /�Vp 3 1 EATING INSPECTIN APP OVALS ENGINEERING DEPARTMENT BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL zz %s= v WORK SHALL NOT PROCEED.UNTIL _PE INSPECTIONS INDICATED ON THIS THE INSPECTOR HASAPPROVEDTHF I ST 'a c - CARD"CAN BE ARRANGED,FOR BY VARIOUS STAGES OF CON° MON �� j _TELEPHONE OR WRITTEN NOTIFICA- TION. NOTE 4 ' -- - i ti J ' I 1 I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ,� � $ 5� Map Parcel _ 555 t t 0 idz Permit# Health Division 20,0I Date Issued iJ Conservation Qivision I Z- 200 ( � f4 Fee f t 08 5. Tax Collector - ` ( o 49UMUST l OPTIC BE Treasurer v o'Z201n I INSTALLED IN COMPLIAWc WITH TITLE 5 Planning Dept. o m �� •oN�o ENVIRONMENTAL CODE AND TOWN RE�U Date Definitive Plan Approved by Plann g Board LATIONS Historic-OKH Preservation/Hyannis Project Street Address/Or 1qP1)au- 1�'O a,,5�7 Village (C- 4 7�2r—f/I I— t Owner ,AlYAJ/2 512HI 1if 4,0 4 Address 11� `�—/�J c5 6) 1/!7hw z Telephone Permit Request Zfi U /Z -- E LQ too ial Square feet: 1 st floor: existing proposed 2nd floor: existing proposed �`�O Totalw F Valuation Zoning District Flood Plain Groundwater Overlay -� r� Construction^ Type A_U \ o Lot Size athe G d 7J JAG ran f r ed. C�'�s ❑No If yes, attach supporting d en i , Dwelling Type: Single Family � Two Family ❑ Multi-Family(#units) ,�n ~Age of Existing Structure Historic House: ❑Yes C�'�lo On Old King's Highw es 0 Basement Type: Gull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) l U GU Basement Unfinished Area(sq.ft) L 3 Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing 4 0& new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: r3 Gas ❑Oil Electric ❑Other Central Air: 2-Yes 0 No Fire I Existing New Existing wood/coal stove: ❑Yes C_IQo p 9 —� g Detached garage: ❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑ C 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 BUILDER INFORMATION Name Telephone Number �5� Address 7L License# 0 C Home Improvement Contractor# _l G U2 6—3� Worker's Compensation# :70a7-L/3 7 3,/<• ALL CONSTRUCTION DEBRIS LTING FROM THIS PROJECT WILL BETAKEN TO SIGNATUR ATE �/ �� - FOR OFFICIAL USE ONLY t t, y PERMIT NO. ' F DATE ISSUED : e" 1 MAP/PARCEL NO. !y, ADDRESS i VILLAGE; - r OWNER-, DATE OF INSPECi'IQN: , T. FOUNDATIONO I 1 1'Z v Z e,r 'may (.!Z FRAME 1� j, °U 3 INSULATION;. .'1 FIREPLACE , rt s ELECTRICAL: f1 ROUGH FINAL PLUMBING: ROUGI4 — - "-- : 'FINAL GAS: ROUGH- ' "• '� FINAL - a FINAL BUILDING coilo A1141o,3 aft ti DATE CLOSED OUT 1 ASSOCIATION_ .PLAN NO o to ��Fcrar�En�4 r' !fS€ldi �N$l4IfEf3iNC"UiIC � ,. )�U�NyD ObUtq�fl'gg�4�� ��fyylpp���3ul tW=U A144 Vfilill . RESIDENTIAL BUILDING PERNIIT FEES .• APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 'Z FEE VALUE WORKSHEET W LIVING SPA r ! G 29 1 square feet x$96/sq.foot U x.003144 r / plus from below(if applicable) ALTERATIONSIRENOVATIONS OF EXISTING SPACE square feet x$64/sq foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.i >120 sf-500 sf ` S 35.00 >500 sf-750 sf 50.00 'yU >150 sf- 1000 sf 75.00 >1000 sf- 1500 sf .100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS r Open Porch / x$30.00= �- • (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool .$60.00 Above Ground Swimming Pool $25.00 RelocationlMoving $150.00 (plus above if applicable) Permit Fee JU -tot C� To'Cost The Town of Barnstable RAR ASS: e E. ' Department of Health Safety and Environmental Services Y MASS. .6". �0 PlFDMA'�a Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection i Vla Location JS Mf c ow �_a Fr Y�� Permit Number S �b Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: V �Y1S�lak'ko+� TGCI A to 652A \ 0. 1 QCC2_SS J r Wau aAdC'a A ' Q U arA J I / 32 o Srho e e ec � o� s� � e v-odri, oyev- J v Please call: 508-862-4038 for re-inspection. Inspected by Q � Date 9 f �He r The Town of Barnstable Pe 'Y NW O� BA MASS.LB. MASS. 't Department of Health Safety and Environmental Services - 9 0a 039• �0 pfEo MA{' Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection h (� Location Permit Number L 5 Owner Builder I n c�r c,, One notice to remain on job site, one notice on file in Building Department. The following items need correcting: C' 2 n I I Please call: 508-862-4038 for re-inspection. f Inspected by Date I r t Permit Number MECcheck Compliance Report Checked By/Date Massachusetts Energy Code MECcheck Software Version 3.3 Release lb ' Data filename:C:\Program Files\Check\MECcheck\Makkay.cck CITY:Barnstable STATE:Massachusetts - HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 09/13/02 DATE OF PLANS: 9/12/02 PROJECT INFORMATION: . MAKKAY RESIDENCE LOT 1 MEADOW FARM COMPANY INFORMATION: SEMINARA CONSTRUCTION CORP. (508) 385-2605 NOTES: PREPARED BY CAD DESIGNS (508) 385-7685 COMPLIANCE:Passes Maximum UA=678 Your Home=647 4.6%Better Than Code Gross Glazing Area or Cavity Cont. or Door ° Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 2301 30.0 0.0 81 Wall 1:Wood Frame, 16" o.c. 4109 13.0 0.0 296 Window: .18310: Vinyl Frame,Double Pane with Low-E 7 0.340 3 Window: 2046:Vinyl Frame,Double Pane with Low-E 31 0.340 10 Window:24310: Vinyl Frame,Double Pane with Low-E 41 0.340 14 Window:2446: Vinyl Frame,Double Pane with Low-E 107 0.340 36 Window:2432: Vinyl Frame,Double Pane with Low-E 17 0.340 6 Window: AN 21: Vinyl Frame,Double Pane with Low-E 4 0.330 1 Window: AN 351: Vinyl Frame,Double Pane with Low-E 12 0.330 4 . Window: 2456:Vinyl Frame,Double Pane with Low-E 58 0.340 20 Window:AW 41: Vinyl Frame,Double Pane with Low-E 10 0.330 3 Window: C 235:Vinyl Frame,Double Pane with Low-E 14 0.340 5 Window: G 65: Vinyl Frame,Double Pane with Low-E 30 0.350 11 r Window:DHP 41046: Vinyl Frame,Double Pane with Low-E 24 0.340 8 Door: 3068: Solid 43 0.350 15 Door:FWG 6068: Glass 80 0.330 26 Door:2868: Solid 19 0.350 7 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 1891 19.0 0.0 89 Floor 2: All-Wood Joist/Truss,Over Unconditioned Space 370 30.0 0.0 12 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.3 Release lb and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date t MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.3 Release lb DATE: 09/13/02 Bldg. Dept. Use Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation I Comments: Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: I Windows: [ ] I 1. Window: 18310: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] •-2. Window: 2046:Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No I Comments: ; [ ] I 3. Window:24310: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No. Comments: [ ] I 4. Window: 2446: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: I #Panes Frame Type Thermal Break?[ ]Yes[ )No Comments: [ ) I 5. Window: 2432:Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: - [ ] I 6. Window: AN 21: Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 7. Window: AN 351:Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 C For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: 8. Window: 2456: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 9. Window: AW 41: Vinyl Frame,Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 10. Window: C 235: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 J For windows without labeled U-factors,describe features: J #Panes Frame Type Thermal Break?[ ]Yes'[ ]No J Comments: [ ] J 11. Window: G 65: Vinyl Frame,Double Pane with Low-E,U-factor: 0.350 J For windows without labeled U-factors, describe features: J #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] J 12. Window:DHP 41046: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 J For windows without labeled U-factors,describe features: J #Panes Frame Type Thermal Break?[ ]Yes[ ]No J Comments: J Doors: [ ] J 1. Door: 3068: Solid,U-factor: 0.350 Comments: [ ] J 2. Door:FWG 6068: Glass,U-factor: 0.330 J #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] J 3. Door: 2868: Solid,U-factor: 0.350 Comments: Floors: [ ] J 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation J Comments: [ ] j 2. Floor 2: All-Wood Joist/Truss,Over Unconditioned Space,R-30A cavity insulation . I Comments: Air Leakage: [ ] J Joints,penetrations,and all other such openings\in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope,recessed lighting fixtures i shall meet one of the following requirements: J 1. Type IC rated;manufactured with no penetrations between the inside of the recessed fixture i and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. J 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture J shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. J J Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. i J Materials Identification: [ j J Materials and equipment must be identified so that compliance can be determined. [ ] J Manufacturer manuals for all installed heating and cooling equipment and service water heating i equipment must be provided. [ ] J Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. J , 'Duct Insulation: [ J J Ducts shall be insulated per Table J4.4.7.1. I J Duct Construction: [ ] J All accessible joints, seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air, shall be sealed J using mastic and fibrous backing tape installed according to the manufacturer's installation J instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] ( The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ `] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and MA Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table.1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] ) HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5'to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts V and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for_feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 . 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) FEB-05-2002 11:18 SHEPLEY WOOD PROD 5088626012 P.01iO3 1 BOISE CASCADE - BC CALCTM 2001 DESIGN REPORT- US Tuesday,February 05,2002 09:33 File Single - 9 1/2" AJS 10 Name: Seminara great marsh 3 joist a.BCC' Job Name SEMINARA Customer Address - Specter - Designer - Jay Malaspina City,State,Zip- BARNSTABLE,Ma. Company: - Shepley Wood Products Code Reports - BOCA 99-23,SBCCI 9707A, ICBO 5504 Misc: - Eng,Wood(508))562-6223 :....... I r r Stenderd Load-40 PSF 1 10 PSF OC Spadng 1/2" 2-1/2' 80 61 82 276 lbs LL 738 lbs LL 236 lbs LL 63 lbs OL 12.00.00 185 lbs DL 10-00-00 46 lbs DL Total Horizontal Length-22-00.00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Our. . S Standard UnfArea Load Left 00-00-00 22-00-00 40 PSF 10 PSF 16" 100 Member Type: - Joist Number of Spans - 2 Controls Summary Lek Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 1033 ft-lbs 40.8% @ 100% 2 1 -Right End Reaction 339 lbs 29.6% @ 100% 4 1 -Left Slope 0/12 Int.Reaction 923 Ibs 31.5% @ 100% 2 1 -Right OC Spacing 16" Cont.Shear 486 Ibs 41.9% @ 100% 2 1 -Right Repetitive Yes Uplift -6 lbs 4 2-Right Construction Type Glued Total Deflection L'1567(0.092") 16.3% 4 1 Live Deflection U1860(0.077') 19.4% 4 1 Live Load 40 PSF Total Neg. Defl, -0.027" 5.3% 4 2 Dead Load 10 PSF Max.Defl, 0.092"(Limit: V) 9.2% 4 1 Part Load 0 PSF Span/Depth 15.2 1 Duration 100 Disclosure Bearin Supports The completeness and accuracy of Name Type Dim.(L x W) Value %Allowed Case Material the input must be verified by anyone Bo Wall/Plate 2.1/2"x 2.1/2" 339 Ibs 12.8% 4 Spruce-Pine-Fir who would rely on the output as 81 Beam 3-1/2"x 2-1/2" 923 Ibs 11.7% 2 Versa-Lam evidence of suitability for a 82 Wall/Plate 2-1/2"x 2-1/2" 282 Ibs 10.6% 5 Spruce-Pine-Fir particular application. The output above is based upon building CAUTIONS: code-accepted design properties and analysis methods, Installation Uplift of-6 lbs found at span 2-Right, of Boise Cascade engineered wood products must be in accordance with the current Installation Guide NOTES: and the applicable building codes. Design meets Code minimum(L/240)Total load deflection criteria. To obtain an Installation Guide or if Design meets Code minimum(U360)Live load deflection criteria, you have any questions,please call Design meets arbitrary(1")Maximum load deflection criteria, (800)232-0788 before beginning product installation. Page 1 of 1 BC10 and Versa-Lam®are registered trademarks of Boise Cascade Corp. FEB-05-2002 11:18 SHEPLEY WOOD PROD 5088626012 P.03iO3 f� BOISE CASCADE - BC CALC i"' 2001 DESIGN KhPUht I - US Tuesday,February 05,2002 09:35 File Single - 9 1/2" AJS 10 Name: Seminara great marsh 3 joist c.BCC Job Name - SEMINARA Customer Address - Specifier - Designer - Jay Malaspino City, State,Zip- BARNSTABLE,Ma. Company: - Shepley Wood Products Code Reports BOCA 99-23,S8CCI 9707A,ICBO 5504 Misc; - Eng.Wood(508)862-6223 JOIST B Stantlartl Load•ad PSF 110 PSF OC Spacing 18'i -12-1/2" 80 B1 B2 B3 376 lbs LL 935 lbs LL 935 lbs LL 376 lbs LL.. 89,lbs OL 16-00-00 205 lbs DL 12-00-00 205 lbs DL 15-00-00 89 lbs DL '. _.••._,.,._•__ Total Horizontal Length-44.00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Our. Member Type: Joist S Standard Unf.Area Load Left 00-00-00 44-00-00 40 PSF 10 PSF 16" 100 - Number of Spans • 3 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 1647 ft-lbs 65.0% @ 100% 6 2-Left End Reaction 465 Ibs 40.7% @ 100% 4 1 -Left Slope 0/12 Int. Reaction 1140 Ibs 38.9% @ 100% 6 1 -Right OC Spacing 16" Cont Shear 636 Ibs 54.8% @ 100% 6 1 -Right Repetitive Yes Total Deflection U658(0.292") 36.4% 4 1 Construction Type Glued Live Deflection U797(0.241") 45.1% 4 1 Total Neg. Defl, -0.126" 25.1% 4 2 Live Load 40 PSF Max.Defl. 0.292"(Limit: 1') 29.2% 4 1 Dead Load 10 PSF Span/Depth 20.2 1 Part Load 0 PSF Duration 100 Bearing Supports Disclosure Name Type Dim.(L x W) Value %Allowed Case Material The completeness and accuracy of SO Wall/Plate 2-1/2"x 2-1/2" 465 Ibs 17.5% 4 Spruce-Pine-Fir the input must be verified by anyone B1 Beam 3-1/2"x 2-1/2" 1140 lbs 14.5% 6 Versa-Lam who would rely on the output as B2 Beam 3-1/2"x 2-1/2" 1140 lbs 14.5% 7 Versa-Lam evidence of suitability for a B3 Wall/Plate 2-1/2"x 2-1/2" 465 lbs 17.5% 4 Spruce-Pine-Fir particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation NOTES: of Boise Cascade engineered wood Design meets Code minimum(U240)Total load deflection criteria, products must be in accordance Design meets Code minimum(L/360)Live load deflection criteria. with the current Installation Guide Design meets arbitrary(1")Maximum load deflection criteria, and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. Page 1 of 1 8C10 and Versa-Lame are registered trademarks of Boise Cascade Corp. TOTAL P.03 FEB-05-2002 11:18 SHEPLEY WOOD PROD 5088626012 P.02iO3 BOISE CASCADE - BC CALC'm 2001 DESIGN KhIJUK 1 - US Tuesday,February 05,2002 09:34 File Single - 9 1/2 ., AJS 10 Name: Seminara great marsh 3joist b.BCC Job Name - SEMINARA Customer - Address - Specter - Designer - Jay Malaspino City,State,Zip - BARNSTABLE,Ma. Company, - Shepley Wood Products Code Reports - BOCA 99.23,SBCCI 9707A,ICBO 5504 Misc: - Eng.Wood(508)862-6223 JOIST 6 i ... 1.......__.._L 5tanCard Load•4U PSF 110 PSF OC Spacing lV, __J............ - - 99MM lieu., .,. - `�2.1/2" BO B1 B2 286 Ibs LL 949 Ibs LL 366 Ibs LL, 51.Its OL 12-00-00 237 lbs OL 16.00-00 85 Ibs DL ,. Total Horizontal Length-28-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Our. S Standard Unf.Area Load Left 00-00-00 28-00.00 40 PSF 10 PSF 16" 100 Member Type: - Joist Number of Spans - 2 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 1733 ft-Ibs 68.4% Q 100% 2 1 -Right End Reaction 451 Ibs 39.4% Q 100% 5 2-Right Slope 0/12 Int, Reaction 1186 Ibs 40.5% @ 100% 2 2-Left OC Spacing 16" Cont.Shear 642 Ibs 55.3% @ 100% 2 2-Left Repetitive Yes Uplift -30 Ibs 5 1 -Left Construction Type Glued Total Deflection U722(0.266") 33.2% 5 2 Live Deflection U866(0.222") 41.5% 5 2 Live Load .40 PSF Total Neg.Defl. -0.07" 14.0% 5 1 Dead Load 10 PSF Max.Defl. 0.266"(Limit: 1") 26.6% 5 2 Part Load 0 PSF Span/Depth 20.2 2 Duration 100 Disclosure Bearing Supports The completeness and accuracy of Name Type Dim.(L x W) Value %Allowed Case Material the input must be verified by anyone BO Wall/Plate 2-1/2"x 2-1/2" 337 Ibs 12.7% 4 Spruce-Pine-Fir who would rely on the output as B1 Beam 3.1/2"x 2.1/2" 1186 Ibs 15.1% 2 Versa-Lam evidence of suitability for a B2 Wall/Plate 2.1/2"x 2-1/2" 451 Ibs 17.0% 5 Spruce-Pine-Fir particular application. The output above is based upon building CAUTIONS: code-accepted design properties and analysis methods. Installation Uplift of-30 Ibs found at span 1 -Left. of Boise Cascade engineered wood products must be in accordance with the current Installation Guide NOTES: and the applicable building codes. Design meets Code minimum(L/240)Total load deflection Criteria. To obtain an Installation Guide or if Design meets Code minimum(U360)Live load deflection criteria. you have any questions,please call Design meets arbitrary(1")Maximum load deflection criteria. (800)232-0788 before beginning product installation. Page 1 of 1 13010 and Versa-LamQ are registered trademarks of Boise Cascade Corp. K? f Affidavit of Substantial Financial Interest I, an`dstat�eas �R�- � --of ''�-S �/.ui�rJ , on oath. epose follows: 1. 1 am an applicant for a building permit for the property located at Map //Y"? , Parcel Ov The address of the property i. ,-/�/Y1/z4 17aNi f-4RM RO c21ur�n�!��- 2. 1 have - — % legal or equitable interest in the real property which is'the subject of the building permit ap.plicationIWhich is 'identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is = ._, the -followin individuals or entities have had a 1% or greater legal or equitable Interest In the real property which is the subject of the tiuilding permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is4s.w _, I have had a 1% or.greater legal.or equitable interest in the.following prohich have been the subject of a building permit application: Map/Parcel Address ef Cho Within this calendar year, I have submitted buing permit applications for property in which I have a 1%or greater legal o equitable interest. 6. Within the last ten days, I have submitted ! _building permit applications for property in which I have a 1% or greater legal,or equitable interest. 7. Within this month, I have submitted. building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received r%D building permits for property in which I have a 1% legal or equitable interest. ' Signed under the pains and penalties of perj , this )da of - 2000/ rJt` 2001-oowaff n Q/LOTTERY/AFFIDAVIT . —_ The Commonwealth of Massachusetts :V Department of industrial Accidents V M CVoffinest a foils -�Q������• 600 Washington Street Boston,Mass. 02111 —L' Workers' Com ensation Insurance Afridavit am %%%�/////// //O%/�%%///////O// ' name: location:L6)'- AIM PAK-Z/x7 P/) ' phone# ❑ I am a homeowner performing all work mysei£ ❑ I am a sole nroariaor and have no one workine in any ❑ I am an emplover providing workers =npeas==for my e loyees worlang an this job. mp .. .................. .. ............. . ........... . .. :..::-:-.::::':.;{::::;.;.::.. .: :...�i. :.::x:.:.n::,,;.., ...pry;}},•;•,{4.;;:;•}}•:::•.rUtiSiti::":{:tip:?)!M::•h•}::....::•.:v::::;:_.;.:::yr:.y.:.;.:..::.:•.:. ..:::?::::...:••.:�:::..:..:•.... r.. ..::::..:::::..::::� �:....::::�:.� ....... .::::..::::v;::...::::v•.v:::::::::;;;•:4:;;.:.�:::v::.::n.v:n+�::v::}.v::.:.v::.v::::..;.-...:..:v:::.::::.v.n:v:::.:�.:•-:�::::.:::.::•.�::::-:.�.;�::�._. comAaey name.. ... •'..........,. ,..--•::••:..::. .::.:.�:..:.,:,,,:,,,.,.... : `•' : ressin- nx: ... ... ..................... ............ .:........... .n::v;..:n}y;......:•::+.h�•:h•.:•.v,.., ..'...}FwW\......... ..:. ....... ... .::..�:::.n ;...nw:n::v.:. :x.:• �ih•.v nh•:w,,:+x„x.}::f.•.v..:.. ,v•.•::..............:vF.�p:i{i;•:{;4}:•i?:C:•:�:x:.v:\.::.::};.. ........v........:............................... ....... ......... ................. ... .....•}. ht+..,..itiY:X{':+}}:;;+.4}:•Tti:;{{{::.?::i:i'<r::{::.::}hti:v}i::.�ii`:�$i'ii:{y-i}`.:+i2�i:?:�:� :.... :::.. .... .. .............:. 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' 11 1 •✓•1 •11 w/l .I /1 111111 •�1 Ir• • • ' 1 1 .• 1 / /• 1 .I -y1� •r • • 1 e••1.11• w1 -11 • •1.111/�. �r'J . 1� / • •1•�..1 I • • •�• • .1 11 • • I/•11/ • • • • • el� • 11 11 •1 w11 11 .. e. •1 I ti . •Y.1■ •IIA 1 1• r•111 Y. • • 1 w•Y.l •111 • •1 .1• • e✓111 V • 11 /I a�1•Ie11 rw1 v .I1I11 .-1 ' 11 NI I • / �_• �././ w• e• 11,111 •w 1 •e . • I.. e1Y. • -• •. see rl• a /1 •) Ue • ••ti .l• .II�w..w11♦ 1 •��./ •1Y. . •• • . • r . •11 • • • • .. .lJ • 1. . . .11 r • • • •.• •r1 •U •Il .11. .• • • .. .11 • ,w • oil - � •. •el w•1 ••1 w, • ••11 .l. • Y.►' IIIIII .�/ 1 1 11 11 1 1 � •• ' 1 �11 1 1 1 1 1 1 ►• i I I 1 1 I I 1 1 1 e 1 II I I i l 1 1 • . 1 Louis J. Seminara Jr, P. O. Box 1219 S. Dennis, MA 02660 7/29/02 Town of Barnstable Barnstable, MA RE: 15 Meadow Farm Rd. Centerville, MA POLrn L r s This is a request for an extension for the Building Permit issued Louis Seminara Jr. for Lot 1 #15 Meadow Farm Rd. Centerville, MA (Parcel ID Map 189 Parcel 118-1). The reason for the request is a busy spring schedule that has put the production behind. Sincerely, AAta.Jr. . U TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 189 118 GEOBASE ID 11127 ADDRESS 15 MEADOW FARM ROAD PHONE CENTERVILLE ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 58565 DESCRIPTION NEW 3296 SQ. FT 2STORY COLONIAL PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: LOUIS J SEMINARA Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $1, 135.89 Im CONSTRUCTION COSTS $316,416.00 � Qi► 101 SINGLE FAM HOME DETACHED 1 PRIVATE P BARNMEIM MASS. 163 A BUIL G D ISI DATE ISSUED 02/04/2002 EXPIRATION DATE BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK'. APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2 PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE WHERE A CERTIFICATE OF OCCU- (READY TO LATH) PANCY IS REQUIRED. SUCH BUILDING SHALL NOT BE ELECTRICAL.PLUMBING AND MECH- 3. INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. MAScheck COMPLIANCE REPORT I ., k7� Massachusetts Energy Code I Permit # MAScheck Software Version 2.01 Release 3 - I I Checked by/Date I I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance)- DATE: 5-23-2001 DATE OF PLANS: 5/22/01 PROJECT INFORMATION: a LOT MEAD FARM CENTERVILLE, MA. COMPANY INFORMATION: SEMINARA CONSTRUCTION CORP. 385-2605 NOTES: PREPARED BY CAD DESIGNS 385-7685 COMPLIANCE: Passes Maximum UA 588 Your Home 541 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA -- ------------------------------------------------ CEILINGS 2124 30.0 0.0 74 WALLS: Wood Frame, 16" O.C. 2602 13.0 0.0 213 GLAZING: Windows or Doors 13 0.300 4 GLAZING: Windows or Doors 56 0.320 18 GLAZING: Windows or Doors 369 0.330 122 GLAZING: Skylights 14 0.410 6 DOORS 42 0.350 15 FLOORS: Over Unconditioned Space 1360 19.0 0.0 64 FLOORS: Over Unconditioned Space 750 30.0 0.0 25 HVAC EQUIPMENT: Furnace, 84.0 AFUE - ---------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equi ent selec ed to heat or cool the building shall be no greater than 5. of the es'gn load as specified in Sections 780CMR 1310 a J4.4. Builder/Design Date L �(/� MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 Release 3 DATE: 5-23-2001 Bldg. 1 Dept. 1 Use 1 1 CEILINGS: [ l I 1. R-30 Comments/Location 1 WALLS: [ ] 1 1. Wood Frame, 16" O.C., R-13 Comments/Location I , WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.3 1 For windows without labeled U-values, describe features: 1 # Panes Frame Type Thermal Break? [ ] Yes [ ] No 1 Comments/Location [ ] 1 2. U-value: 0.32 I For windows without labeled U-values, describe features: 1 # Panes Frame Type Thermal Break? [ ] Yes [ ] No 1 Comments/Location [ ] i 3. U-value: 0.33 1 For windows without labeled U-values, describe features:. 1 # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location 1 SKYLIGHTS: [ J 1 I. U-value: 0.41 1 For skylights without labeled U-values, describe features: 1 # Panes Frame Type Thermal Break? [ J Yes [ ] No 1 Comments/Location I 1 DOORS: [ ] 1 1. U-value: 0.35 1 Comments/Location 1 FLOORS: [ ] I 1. Over Unconditioned Space, R-19 1 Comments/Location [ J 1 2. Over Unconditioned Space, R-30 _ 1 Comments/Location I HVAC EQUIPMENT: [ ] 1 1. Furnace, 84.0 AFUE or higher 1 Make and Model Number I 1 AIR LEAKAGE: [ ] 1 Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When 1 installed in the building envelope, recessed fighting fixtures 1 shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or 1 gasketed to prevent air leakage into the unconditioned space. . 1 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the 1 conditioned space to the ceiling cavity. The lighting fixture 1' shall have been tested at 75 PA or 1.57 lbs/ft2 pressure 1 difference and shall .be labeled. 1 , r VAPOR RETARDER: , [ ] 1 Required on the warm-in-winter, side of all non-vented framed I ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating w I equipment efficiency must be clearly marked on the building plans - or specifications. I DUCT INSULATION: ( ) I Ducts shall be insulated per Table J4.4.7.1. DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. TEMPERATURE CONTROLS: [ l I Thermostats are required for each separate HVAC system. A manual . I or automatic means to partially restrict or shut off the heating ; I and/or cooling input to each zone or floor shall be provided. I HVAC EQUIPMENT SIZING: [ ) I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. I i I 'SWIMMING POOLS: [ ) I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from ' I non-depletable sources. Pool pumps require a time clock. I , I HVAC PIPING INSULATION: [ ] I HVAC piping conveying fluids' above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.) : I PIPE SIZES (in.) - HEATING SYSTEMS: TEMP (F) 2" .,RUNOUTS 0-1" 1.25-2" 2 5-4 Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 � Low temperature 120-200 0.5 1.0 1.0 '1.5 , Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 . 1.0 1.0 1.5 1.5 CIRCULATING HOT WATER SYSTEMS: [ ] I Insulate circulating hot water pipes to the following levels (in.) : I PIPE SIZES (in`.) NON-CIRCULATING I CIRCULATING3 MAINS & RUNOUTS :- I HEATED WATER TEMP (F) :. RUNOUTS 0-1" I 0-1.25" 1.5-2.0 2.0+" ' 170-180 0.5 I 1.0 1.5 2.0 140-160 0.5 I 0.5 1`.0 1.5 100-130 0.5 L. 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)---------------- ---- RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE 60 New Buildings,Additions $50.00 �! Alterations/Renovations $25.00 Building Permit Amendment $25.00 . FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= 3 j� -1116 COx.0031= 9 90,F� plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft., >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 7 6-°v >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq. foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) a � Deck x$30.00 (number) Fireplace/Chimney 0 x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) o Permit Fee projcost a QUITCLAIM DEED Property address: Lots 1, 2, 5, 6, & 9 Meadow Farm Road, Centerville, MA Plan Book 558, Page 78 _ I, LOUIS J. SEMINARA,Trustee of FULLER FARM REALTY TRUST tinder declaration of trust dated as of May 16, 2000 and recorded Book 13189, Page 1 at Barnstable County Registry of Deeds, for nominal consideration of less than One Hundred Dollars ($100.00) paid, hereby grant to ANNE I. SEMINARA, of 93 Coles Pond Rd., South Dennis, MA. with QUITCLAIM COVENANTS The parcels of land situate in Barnstable.(Centerville), Barnstable County, Massachusetts, being described as follows: T The parcels of land shown and known as Lots 1, 2, 5, 6, & 9 on a plan of land entitled Fuller Farms Subdivision#777 Definitive Subdivision Plan of Land in Centerville (Barnstable), MA, Prepared for Fuller Farm Realty Trust, Scale: 1" =40', Date: April 20, 2000, Revised Date: June 5, 2000 Add Parcel B, Notes" , said plan recorded in Plan Book 558, Page 78. I further certify as follows: . 1) 1 am the sole trustee; 2) The Declaration of Trust has not been altered,,modified, amended or terminated since its recording, except as may already appear of record at said Registry of Deeds; 3) No beneficiary is a minor, incompetent,a corporation selling all or substantially all of its assets, or a personal representative of an estate subject to tax liens; 4) The beneficiaries of the Trust have authorized and directed the Trustee to execute this deed. For Grantor's title reference see deed recorded at Barnstable County Registry of Deeds in Book 13189, Pages 6 and 61. WITNESS my hand and seal this 27th day of February, 2001 FULLER ASSOCIATES REALTY TRUST L UIS INARA, Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable, ss February 27, 2001 Then personally appeared before me the above-named LOUIS J. SEMINARA, Trustee of FULLER ASSOCIATES REALTY TRUST and acknowledged the foregoing instrument to be his free act and deed as aforesaid,before me. r Pub ic- e Es .�' q mmission expires: 11/6/03'• g\deeds\fuller.seminar&A . :T E-N n _ _ _ _ __ _ ••S��- 1 �I _-_--___y-__ —�,� n— —_ — - — ■.�— � =.c I :� III Ie I =- 1 � - __ �`_�' I� 1 i i — —=■■■._<.■■■'._,: _ — ■ — ■ `= Ili I., � _—'�■■■� zl■■■ - -- - - - _ '�■.��== = .L_.1__ .I-__,_. —I... !— ■ ■ i;;■�_I +� r --r•�_._J: y —F■u�= _=■u-=-rw: —r,l,l� — =u■I;— Iw__ =;ems ;:■■■'�_ -_ } ! -- - -'-.� �,.,,.,, —!- w — �m�_FIm — — .u■_ m;- I —gym, u■`:,— --- _�__ - ua -- MINION .o�.❖� •� No1fioLl ,., i -� ® , . F 3 �r_�a ROOM FLOOR W;4i,TS TRIM CEILING SCHEDULE AID l Sv1 'rn F o / Cc:leS or, S�e�I ROOM �� snwiwr 1 oyl- ,l U G� CD LCI ooKw onm \ F� � NASIHlDnf1' 1.r ' - � RWOOA1sl CJ w{I��iJ�.(� � h'l l� y/ —r LIST or ABBREvIAnoNs NAUJ NG SCHMULE — 3606.23 ODNNCCC[ON NAIIAVG —r- I F 0 DO NOf xALE fM DRAWINGS —— — . r~ ..u.....r.. _ .�..:.}��xr.iu�. onamr.Px.e.uabon;mxoesaousw c 1 � '. - - - --- - ----- ' . - »� SYMBOL LEGEND �:w.s.ti=.onw_ __— «abr . vasxmazm m9axm.Ms.rtone / ��\ Q 1 vw F,,v - -- - - µbuT,laV.�Y ,vumiP 2,OOI51lP� ,^y+.'y " z.z9 4�14 nnz-_ __ _ __ _ ___ . �.�>i.`•�e:ri.�ai,r..� rrmP.aauwea.nru.enwswmraoae�P muexe �xi 7 FRE�CKS NOf FRMR= 2K4%B RED MCK Z MF�PLA� MA.V.6 DUILDING CODE STAIR MINIMUMS/MAXIMUMS FOR O.A01Y - M1MMllM 81,MCK NOIE:Fa frair�gcFaaen F:twaoD RFREECOCK 5e°Tw dn.V— TE�A=A 1. � � �FWE LIPER v,cRsi, V S� FRPMPJG SEAMNG FLIE LMEK mrvt PLAIE5 O ASN OLLVF A5H DIPAP pxru cR x^xFaus �xscvx OwSE � a+Azasar �� F1C1FW'gtYF . aueA.wcs sax L Km q D N•OJ K,mzw narw®� ' �� 4"MINRUIM AF UARAxCE• =�\��\ Ru.asr EEINEEN COMEM5MU5 AM7 2-2"dCY'Nsadv � GROSS SECTION @HEARTH \ ° 2— 1 RPMR 1K6 B TYPICAL MASONRY.t715t5 F(GGR uwxw s aw w�ro w �3 CHIMNEY DETAIL 112" = 1' a / MLRLN2CAP - vatu 1455 M#4"LF V APO& F0WCHMKfYPA55E5 NOT TO SCALE --ff,0"WOFAM92' =xa NOT TO SCALE _ ' A004"POMP - sLi - wmFtvN lo" , _ aDc�oEA� HEARTH FRAMING DETAIL Cj STAIR DETAIL IS FOR CODE USE ONLY — SEE BUILDER FOR ACTUAL STYLE OF STAIR RAPIERS ISOMETRIC SECTION OF A TYPICAL FRAME WALL W/CONCRETE FOUNDATION TYPICAL SOFFIT!RAKE DETAIL . CELPY.J01575. - FIRSi FLOOR I/rcrvax - - 0 _ NOT t0 SCALE NOT TO SCALE Ib Q� z MON�PI:' - Xe aDY zpYA6 R0.L VENT O 2NDKocRj 6T5 FCR ACn WAus V RENFLRCEM.IJf � 15n Iu`FlYtl,fPPYER ' TE5 . 2KWAAR 4"MdJKXA16FALE - // — . �iVJEEN / ROLFIJGSfFm FLIE.NLK COMRSTME5 AND _ moa ears to emm=N O ?x b Favaxt 11Arw �-/ ROOF SIEAMNG F1QER,KE conxatE MrrvuM a e"8 rD BE P<ntt o: ik SMLfx CFNM9ER DANFFR •RI[EU w^n¢e 11Mrb•0 L.e - e I I%3SIRAPPPY —DAMERCONIR0. TF�xi15F�A�1.rWlnN rl' Iv sFa.W.. y (FLRBIILoadno . Li EV�If/.ITER - ..Fa cJ.fOKE SFELF M f LON LINM _ A 1 WAA 9tATNN6 - RA%E EYID.DIP 21/2"51W ON, B„tq�v CLN�rE a s WAIER 9eW �� (n F�ERICK FLoc"(LR xaFe RAKE PLfUL•lAnE) eiaFu ficR txra.F� &-po"10N / FFSEfK.K FLriNLt7D. - yiy �, RPKE EI9.DIP W.C.SFWQ.ES B"PLIiEDCR,000 '✓�:>;�".;y(-'. SUOFLOGR �0.8 reFamraa°s,p�PA Py / DIE 1Of Xtnffi FEAPM coswiaeo com � GAP EDCE VAEEN 510=5a FINK.flY DMiLL �"NNMFecow=re 5 MP 5TMIER 5FEAf" p w X{ ueFnu'.�D`.q. WD-MMa OF 2.500 �11Jp,E FASCN ro Jatfe M.Oa5 POLMV CONOT.E FEAR E%IU96N cAwtt�exrFaDe WArBrM CLRI•ER SOFFKDOPRD / 9/12/02 VoAm 8"MCK Map (MIMMLLM OF 4"MLK R FLNDAFLTI �M P�iv. SOFFI(VENf XJY.E IAL LOPKiETE REMFCRCED) - - NOFED i FOIIJE'AnON^. '°f BMD/cciu E/Ozom 0(iFJ2YN5E Vc LLNOd:iE SLAB Q,EAp1pDf Pe Ib"x 9" fmzE y M �R„ w FOIA77.AnON^ - xenvbY P FF z � LEPDTo �ERATE �FaINDP.TIONwa1. ;I 1/2"ANOYORDOLrsMAXWJ.M TYP. OPENING DIMENSIONS DEPM FROM CONfA_f / 1;2"AR SPPCE @ END AND OF 72"O,C.a A MDaf WTMIN 12'OF EVERV� R WhH CONI '5 DEs OF WOOD mm a,, USE P.f,MOOD OR STEEL - Pamr,CONmfe I I 2117 17 mlap FOWDATION 8"THICK' . - MINIMUM OF 5.000 P51 NOTCH DEW FOR taMLL F CONCRETE �. eo'D.<MW(.NOTCH 1/4 YP CAL Ovm EAD DOOR DEFm of eEAM) j. AMC I I I P.O.Is SPME As T"PICAL DOOR Pik I. 161,x91,FoLePCONOTE b, I ACCE55 I I PULLDOWN I U FOOTING WTH 2 x 4 KEYWAY FOR _ EOL& 13/4^ MIN.DEPRING � OPENING I �. I ROUGHAY � w _ i s<•�- �FGUNDPfION WPLL nNO*l REAM FOR M975LL IF a.. OPENING I: REO'D.(MAC.wra-1/4 W - cork KN.5<2'x 90 Fwslev AIIN W C 2 DEPM OF BEAM) 4"POND CONCRETE I/2'AR SPFCE• DA5WENf SLAB-MINIMUM EtVcVER o FAt.ia+mw a I .1^GK5 OV SILL �+ � OF 2.5,00 FSI CONC!S AV P"L/DOM LEAD f0 OPERATE ANaE IRON DEAN:FROM CONTACT TYP.ATTIC TYp• s 511M5OVER=ELf ACCESS. . PULLPOWN - P " STAIRWAY TYP.OR DOOR HEADER \ 3"M.N.OEPK.NG FOR �" _ �' I" _ �' 1/2'CARZ WOOD REAM \FouNDAfIONWAU TYP.DOOR OFF OF a 13EAM POCKET A TYP. FOUND. DETAIL CORNER bETAIL 0 35NDi FROM LLaLR 2"",FROM ccm F D I/2"GSWG F 21/2"CASPLi O a; TYP.DOOR R.O. F.WINDOW R.O. TYP.GAR. FOUND. TYP.GAR. APRON DETAIL z D U DETAIL �° = r I� vm 4 I/2"PNCHM DOLf5 MAXIMIM OF/2" O.C.a A BOLE WTHIN 12"OF EVFRY GORt`&R 1 2668 DOOR i W NI - ZR L-CJRPL�DOGR MINMIM OF 4"FROM TOP OF POUnD CON(ZiE Gt�RP/.6 .. 5LAD f0 TOP OF FOUNDATIOV 5W5 TO D;A MIMMIIM OF - 3,500 F5 CONCtE 1GP Gr PLL WNDOVV A55UWD I �/PNCd.E •-. .• .,. ..: ,• ..._, ,. :. I 1 108E 80"UId.E55 I RGtJ � 1 1 G NOW Oftl?M% I ` DATE OF u I ON PLAN ` q FINK.Im FCLM12 CONLCTTE GP Aa 5-V5 f0 DE A :.e"..., • SLPD Af PFRON 1 I I -1 1 F�If 5Ef MINV.WM OF 3,5C0 P51 CONCRETE . NOf TO e5'ON I tMY roav CONme FOUND, FOMATION 8"THICK 1 PLL R.O.'5 PRIMED I 1 9/"12/C✓1 POND CONO�TE FOUNDATION 8"MKX f0 EE 2/2"ON 1 - ----- -- - M NIMUM Of 3,000 P51 CONCRETE MINIMUM OF 3,000 P51 d 1 SCALE COta ATE WIDTH PND 3" ON I umv FEICarovt D00R 1 `I OIFERW ' 161,X 9"POLMP CONO�t/- - 9.AD SIZE I6"X 9"PG1�D LGNaS FOOTING WITH POO IN6 WITH 2 X 4 KEYWAY 2 X 4 KEYWPY FLY FOUWATION WALL .::ie FGRf OUNDAiION W,N,L a IMP w - ■■■ ■■■ li II —omiI IS - tin I�IIII!II�IIIIIIVIIIIIIIIIIIIII!ICIIIIII �LI ® - _-----_---- 1 ___-_-_ _=__==__-- f l ' ,,, ■■, f■■■l■■■1 rI1-111■■■■■■'I111I �i■� ■■■■■■■•■■•■ iii iii w■■■■■■Ills Al �I II I 1011011170 I0I IMI ICI : 1 II, ■■■,�■� ; - AMEN: =- 1 ,., 1 [i��■�■ �s���■ u■ v � I. s I: - :I I J, I I I m o o tt 1. pp p ^ S I _ " cn z • �� v.. � 4 � O o I I I _— 1 - •' ... ..... ..,:-.�...; DATED' FINK.6ERAN5W Pf AT MY 9112102 5CALZ WE NOW - - COMM I/4' 1• L171 . a z �• f kiki nd v z � �w] I I I _ G 1 • I 1 _ I I 1 O m 66 s /_ 1Fis - DAZE OF V`S • FITW 5Ci 9/IZ/OZ 55 Wi NOIED FW# ZE m CROSS SECTION A CROSS SECTION B O P � VAM Of Fift 155E . FWMf 5:f MY - 9112102 - SCALE LUZ5 NOTED _ OfIf m 1® a zn W Wtt I 1 � fil- 7-11 I I -rail I, I I - I .. UL At I I I: -----� I { I w FINAL ISSIE 9112102 \.) - 5CM IASE 55 . Y NOW ACE - V=5CKPLLE VNJXhV50OLLE ane. N v p er O im- 0 O O - - p sv.ev e•r p ,r v m,i Rev, e.e O ,Ao vv o ,..�,.e ao o o ea O pl.— ae, o w..es+. o 0 o m W o U 0 z W wa —�_,P anw �—� � � ea n as ae�.�>♦. � � Ib'K Ib'PAIIO I I , z I I § > �. O I � 4 M"RGOM WALK EJ WALK w / RDOM $ LPINGRY § « m y « La juop a 5E f a05ff n"AREA 3 nKIrOfN cn ww5fmw >. _Mill _ _ AM� FILY ROOM LNNJG ROOM it II MA57ER BEDROOM v >o w II I I DATE OF % LOJERED PLRCH 9 s� II I I Elwl 1511E pwmf� 9/12 OZ �. B EOrER » 1- wfw was I cook5Ltau w�cnvSotirn,E Z _ . sru � w�aon me wmx xu. .a ew•xs a g '° � � a � � � 1� o ' p >i�^x ar• r e• e•e• ! 3 V S� � `Ut• p a.••x as• >a• e•e• O O . p eo•xao- rsrawnwx s•o- es• p A � p ea•xm•• rsao>c s•a e•s• O p >i e•x ea xi rsamic e•o- e•e• o 'e pv>i r•xmxie rsawc so- e•a o '° � - i - p rr x ro• rsrmnuao a.a,• e.s• o p ae•xar rsra�nwxo so- e•a• o i° ° o SW/S b o o W ; - E II II S 11 k� , Cn II 11 --f 'n ' m BAM 1• yy BAiN ^ �fIOM a ® xw BE(ROOM z 2 ————— ———— — — 4 "°° i Z O �Vi] — 9 OI U F of O xro -5EE Qn5 5EL1I01J I nw —e. —y •� 51'Cl2Aa I .%OMIX OJER WAa i[ OPEN fO DELOW _y I F �mcvves nrrc env[s 7 Me OF ` �„_.,. m: ... ..M•—� - I > FINN.1551E PERMIf SEf - 9/12/02 NMP a• oo .,•w• oe e I z �.w «w II ,> .. - OfFER1WI5E TOWN OF BARNSTABLE SIGN P RMIT PARCEL ' ID� 189 118 1' e ` GROBASE 1 11127 ADDRESS PHONE CENTERVILLE ZIP - LOT BLOCK LOT SIZE _ DBA DEVELOPMENT DISTRICT CO PERMIT 56189 DESCRIPTION SEMINARA CONSTRUCTION 24 SQ FT PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: _ Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $25.00 BOND $.00 px tF1E CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE + HARNSTABLE, MA88. i639. A,O� BU�LDING'DIVI ONE`/' I BY, ��c ! DATE ISSUED 10/02/2001 EXPIRATION DATE RARBM,,,Sr,, r Department of Health, Safety and Environmental Services °'"t659. Building Division MAP 181 �o$ Eo 367 Main Street,Hyannis MA 02601 :PA �, 1-l g .'s 0141.e: '508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Tax Collector ( Treasurer Application for Sign Permit Applicant:- /f�� �2� C�/X.f — Assessors No. Doing Business As: Telephone No. ,3,F_.;Zg/o a Sign Location Street/Road: e;4A,,01 Zoning District: Old Kings Highway? Ye Hyannis Historic District? Yes/� Property O r Name: 76 �/� s �� Telephone: 3E_E-,2-GG.,S— Address: ,1�/ 7 Village: �'O Sign Contractor 1n� �� Name: `� e(N Telephone: 5 C5a Address: V 3 kJ d14 kl_'t/G Villag •e• ®- 2 Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes/No (Note.Ifyes, a whirlgpermitisrequired) I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: Date: ` lop Size: L' Permit Fee: Sign Permit was approved: 4� Disapproved: Signature of Building Offici : 90 Date: Signl.doc I rev.8/31/98 i s Td o01� h 'r Pquriff'110N I CrUNJS-TR,',U, r. M'S OF Dw""'1Sv"1qR P/0 DEVELOPED MARKETED BY. SEry > ltE �508-385-2605 Aft 63 OLD MAIN ST. S. �Y5A0R8M�O7U6 TH-, MA. 0F2a6x6 4 0330 0 ir-tca S6 e-mail, plySigneom@capecod.net I; �USTO;y1EF� — PERMIT No. GFu�VN B� DATE: _ I MATERIALS AFfROV'ED 6Y �r J!OCAt ION: ? P.0/1 1I REVISIONS: i 5CA1E M ajo,J �ar"'TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 189 118 GEOBASE ID 11127 ADDRESS D PHONE CENTERVILLE ZIP LOT f BLOCK LOT SIZE: DBA DEVELOPMENT DISTRICT CO r, PERMIT 52372 DESCRIPTION SEMINARA CONST./12 SQUARE PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS:ARCHITECTS: Department of Health, Safety and Environmental Services TOTAL FEES: $25.00 BOND $.00 DIME CONSTRUCTION COSTS. $.00 753 MISC. NOT CODED ELSEWHERE # EARNSfABLE * j M�i �, ED MI`►I UILD G ])IVJ;IO DATE ISSUED 03/26/2001 EXPIRATION DATE - i Town of Barnstable Regulatory Services .5A Thomas F.Geiler,Director 9$"MAM g Building Division 1639. �0 iOrFo Mpt°i Elbert C Ulshoeffer,Jr. Building Commissioner . 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Tax Collector Treasurer Application for Sign Permit Applicant: 1 (J ze-5�� n k-IZ-- ✓/2 Assessors No. � r Doing Business As: ./ tf1yL11q A r7; aS r Telephone No.,�_5 2— f Sign Location Street/Road: T-ei'7Jl d e A� Zoning District: Old Kings Highway? Y s/N yannis Historic District? YesN o__'�' Property Ownel Name: Telephone: Address: a Villager SO� G Sign Contractor Name: Telephone: Address: Village: Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes/No (Note:Ifyes, a wiringpermit is required) I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: ate: Z 6 Size: Permit Fee: Sign Permit was approved Disapproved: Signature of Building Official:- Date: Sign 1.floc rest 8/3//98 m 3 4 m 1 N x a A - � WOOpCARVMS • SIGNMAKERS SKdwkh�MA 02563 N 376,�130,P.O.Box 6 , 0 1.5�•888-0565 F/1X l.50&833A7� „ N 5 O r m A Ul C9 00 00 w w m 00 0cn cn Z C7 l i. 'ram liIl - %>Ll: iil l`� Lt r >\. I 1 j x Slow Tram t zoo1 � d ( sm lal �r O �. r?!)•�C'u�l�i}f'�7�,��Ti.1US�.''L•'S l:�5i15 ������LW,F-'P:l�' � �...r'.r.....� , o h m LA) m N 01/26/2001 12:2/1 5099220796 AMIDOPI AND CO!a PAGE 02. 3S NY 2 . � t A I N C 0 a O R A T E 0 WOOQCARVERS • $ICNMAKERS 376 Rte. 130,P.O. Box 681,SAndwich,MA 02563 (506)888-0565 FAX 1-508-63.3-0766 01/26/01 11:38 TX/RX N0.4820 P.002 Q o a LOCUS MAP SCALE wN oY BRB duo v co yo ASSESSORS MAP189 PARCEL FND. N71 BRB =e�' 1103'w FND. mo`" ZONING: RD-1 43,560 'FT <<cje2 571.0 10 e Fff ,, FRONTAGE 7 S7p•?6 3.48• ,p,f I CEO �� SETBACKS: FRONT 3:' 107.25' 219.6,2 AD WPY E SIDE - 10 rO04 $ot2 20 REAR --10 o a; CO WILOLIc - /c¢ 40 N lgc.99 RVq CY R. O- ,7 a qR� �o , .TOE- 112.37. CRES) 5 ACRES)3. 2wf 1 N7 •�� 0 26 1 rn ,� Bh 15.57' 13p.5g•"w y _ N V/ O• N 80'25'20 E f10NS 2 Q �� / PARCEL A 1, 1976 NOT A BUILDING LOT 3033 SOFT "� o, f. h / g CVv C; A ti 'o/fo o o / n !AJ ^ O 0 �a LOT 1 r� o rn N� a N/ti 43.561 S.F. o (m ' z c�CL 't^,a a vac a ^� (1-00 ACRES) (AI� 'n a� ic ` ~aS PxP/Aa 16,74 m f.. O lg 2 ti �v-1c 4i {{ J O l.� 2 t,� v �n Li 1 N o Q �oo�N � 38 S p9't t �4J a40 o 0.1 / N72 07 3 i N h 1,� ?0 44 s 9' m cv [v 66.47' N7 •� 22-0j� .\ o/ N72 4g 2 w Oo n N 73 S 99'46'•N v� k6�is?w �ys4 15 ! /0 21 g.53 '� q� tr B B�. ` 14g 4J 2 k A a � LOT 2 0 b0 ,� DRAINAGE 44.540 S.F. / 0.00' EASEMENT (1.02 ACRES) / ` f / m a $ Px P/A=21.89 ^� ^� LOT 3 h ti 44.610 S.F. i C N i 21 (1.02 ACRES) b N7p•47 / / 04-W f i Jlg / P,cP/A=16.49 1.^ o a po o / n 10' WIDE 20,31 SLOPE \+ i LOT 4 1 Sp•23 _1�p / EASEMENT 0 3 i 43,612 S.F. y. _ 'o 'o_ 285.7g 10' WIDE / N 74. w . ; �/ SLOPE (1.00 ACRES) $• 43_04- `y v Ol n - ! F_ASEUAFNT W TEST HOLE LOG DATE: JULY 11, 2000 P-9795 SOIL EVALUATOR: D. OJALA, CSE P �(� WITNESS: D. NIORANDI -01 "" PERC RATE: <2 MIN./IN. On 5Z4 0' ur a • Lo SaBD oRa�Nrlc \ IOYM/3 92.b 2" 51.7 4" a- LOW SAE® I IOYS'A/3 4" B - LOAMY SAND _ 2.5Y6/6 1 B - LO NCC SAM Av* ` \ %.O 36" /Q 2.5Y6/6 36 I , 14 w Fwa 1 �..�..� C - mDruw- C - wwImh C-460• CQARSt SAND Oa11RSt Silm 2.5Y/3 2.5Y7/3 /' �►� ����/ __ _� TQ +Z.0 132" ¢(.5 132" \ _ NO WATER ENCOUNTERED i . N i N ! i DAILY FLOW:, (5) BDI MS. x 110 GPD - 550 GPD N 1 \ SEPTIC TANK: 550 GPD x 200% - 1100. GPD USE: 1500 GALLON PRECAST SEPTIC 'PANS LEACHING FACILITY: W ! %71 \ �'\ �o Gj'L USE: (4) 5' x 8.5' 500 GAL. PRECAST DRYIISLL3 u- i `A \ Za LINED w/4' OF DOUBLE WASHED STONE J ! $oEt /— �J' •. \ �` \ CAPACITY: SIDENALL: 110 x 2 x 0.74 - 162.8 BOTTOM: 13 x 42 x 0.74 = 404.0 i TOTAL: 566.8 GPD V - eo LOCATION MAP NOTES: 1. ALL PIPE TO BE 4" DIA. SCH 40 PVC. 2. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION BOX. 3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN 6" OF FINISH GRADE. 4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. 5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED ON A 6" LAYER OF STONE. 6. INSTALL GAS BAFFLE IN OUTLET TEE. 2" LAYLR OP 3/9" PEASTONE OVER A"-lh" DOVE&MSESD STONE --------------------- 1 MZ SROM TOP OF FOUND. 8 SLEv.53.1 ?�• E�..g+q•'S SEPTIC SYSTEM PROFILE Sdrr&l Of-rGsT 40LEL +150 A" SITE SEWAGE PLAN ����`" `FGENERAL NOTES FOR ' LOT 1 MEOW FARM RD. , CENTERVILLE, MA , w' AD i. CoNrmma To sa mmalm Pa Tn L=10 ASSESSORS MAP 189 PARCEL 118-1 OF ALL UTILITIES, ABOVE AND MWER080M, PRLOR - ' TO ANY EXCAVATION OR 00SiB'1•RUCTION. PREPARED FOR 2. SEPTIC SYSTEM TO BE INSTALLED IN CONPIJANCE WITH CORP . 310 CMR 15. 00: TITLE V. SEMINARA CONST . R d�'2��9, 3. THIS PLAN IS NOT TO 8E USED FOR PROPERTY LINE DETERMINATION. DATE: AUGUST 27, 2001 SCALE: 1" = 40' r_ /P`IN OF Mqs� 4. ALL DISTURBID AREAS TO LOAMAND SEEDED. 5. CONTRACTOR TO PRWIDE 24 HOUR NOTICE FOR ANY O DANIEL E. y RZ=RED INSPECTIONS. WELLER & ASSOCIATES BR CIVIL c vu -4 1645 FALMOUTH RD. - SUITE 4C P.O. BOX 41 " ec P� CENTERVILLE, MA 02632 TEL: (508) 775-0735 FAX: (508) 775-0754fJsronat t�Ga BY: �06 kO�E 28 P R A L0CU3, � 1 h b Y y AP Y LOCUS M SCALE 1"m C LE 2000' FOR REGISTRY USE rJ''W Yt7 W W H 2 O Y ASSESSORS MAP 189 PARCEL 118 .. oQ FraN FLOOD ZONE C BRB43.560 FT BARNSTABLE PANEL 1250001 0015 C FNO. N BRB m W H ZONING: RD-1 FRONTAGEE 20'MIN. - MIN AREA FRONT AUGUST 19, 1985 1 j 03'y FND.GROUNDW - O 77ISTRICT: AP 82, S7,•�.i SETBACKS: FROM - 30 FT - SIDE - 10 FT MUNICIPAL AWATER IS TER AVAILABLE (IIf) 3.48E I0JC2610.0 21g2. Rpgp. ,r WA 0-E REAR - 10 FT OWNER OF RECORD: 25, 'Cool r 0252 [VAR JOHNSON W1IDLIF C q0 NB 15%g9 REF: DEED BOOK 1382 PAGE 273 ro ap C0'VSERV Cy Rc 0 1 j PLAN BOOK 291 PAGE 55 y h4U ARfq n '/O' 2.37• TOTAL AREA OF PARCEL - 525.770 SF (12.07 ACRES) g��'rn r -. / o- ,lb AREA OF PROPOSED LOTS - 475,676 SF(11.25 ACRES)± W hn,.r.° j N70`Z6-1V( m 0' O° 15.57 AREA OF PROPOSED ROAD - 32,514 SF± ^O�o 13 N u^1° N 80'25'20' E AREA OF PARCEL A -3,033 SF± AREA OF PARCEL 8 - ta,547 SF± CERTIFY THAT THIS PLAN HAS BEEN PREPARED W 'm o� j PARCEL A :N CONFORMANCE WITH THE RULES AND REGULATIONS 2 y OF THE REGISTRARS OF DEEDS EFFECTIVE JAN. 1, 1976 Q j�4 W / NOT A BUILDING LOT AND AS AMEND JAN. 7, 1988 m., "3 � 3033 SO.FT O o / a ya t� "' W 4ANe -..�.. h / � , LOT 1 43,561 S.F. N 1=' _ �m hu ARNE H. DATE Y �a N (1.00 ACRES) mpYy ci IX b / z u, ? W 2OO 2 am e h Mry / PxP/A=16.74 N h 0�+ o O� 1` Lo �� - WON Ob / poY N e W y 4T a:.^� ro J NOTE: U �qy / Zymy $jq,•16� W°� $4W Y„1 W b4° BOUNDS WILL BE SET ON EACH LOT 2 O / vSW W /•Jw Ng5•o� TO DELINEATE THE WILD LIFE 6 97j CONSERVANCY AREA - o / ° b _ 40•6J' 1Y N6J'8g / N72•o6, •n'ri20.gq. 0 1y n'OY 9•/ _ rn 31',V h ?2• ^ W 0.1 \ or N n N 66.4T N71.1g,g6 m 0) ^.N6q`15 N6q•15 odo N72'46'12°H, o N 7J.95' 1j6.@7? \ 1g9.4J?w Oy4%j ^/^ 218.53' U.rWic' ry m Y rn nU I Q U Alh c w Ci 4 1n LOT 2 Mil, y o b oDRAINAGE 02 b^ / >, o C Ie'• 0' EASEMENT 44,540 S.F. ?0.0 (1.02 ACRES) i /vi Y yJ �T33 e' u Y Y o?Yy it m m a. r^ '�' o PxP/A-21.89 m$� ceTTX F o b/n^ 3 g ro o°Wj Wy `O•'ryi .�./0 LOT 3 o N ry/h/y 44.610 S.F. N/^ (1.02 ACRES); b O'97'04'Ty i b 3�ci / Ix PxP/A=16.49-' r1"ao Nor ?`O b^r4mn Ni b Y / 150 0'WIDE I ¢ �' LOT 4 •2J' PJ\ b e, SLOPE �;� ' - Jo o, m o, Lu - 'bi�i 20.Ji EASEMENT 43,612 S.F. I ^Q b ,2.6 gtiq I 285.78' i h;y.. 3 '•{�SLOPE (1.00(1.00 ACRES) I�, $ �.�, 0.moW N 74 4J_'04°W I i Y ,;, (v EASEMENT Y a q PxP/A=20.98 !n g34fYy h /:. °ay,o h!h/vie SLOPE EASEMENT e N L=6.57' y,o $a Y p�� ^yh/^ 20' WIDE-\;�,f "cY '_ R=40.00 m. zOabw f ; A SO Q / LOT 5 ?$ A�, L-25.09 358.72' � / 44,258 S.F. :���-R-40.00 N 78'37'06-W tl' - 0'WIDE (1.02..ACRES) a .. - $4 -SLOPE 2EASE ENT- _ 106.99' j O /..- / PxP/A=19.06 LOT 6 45.667 S.F. JVV'/n`°� b 0H0,. y/•o '0°W � 2 A=11. TO1C.y � (1.05 ACRES) 6.27Op,0g, �.rvh,,o.• (3�^au•,�q 'P g02q N89'S 0 yj. rs PxP/A-18.84 26,O48.05 r' /00, bY4 25.5200. 9' 0y A LOT 7 J j3?9'f 2 '1ry'DRAIN" 2 N J ,D:. 4 ai O y fq W W ~�rn /� 93.713 S.F. •i' 21.32" m. _ 2'"-___�.i� EASE. ,;,(- ./•'�,ry W (2.15 ACRES) .W ���a0 N 56'32'08"W 'f`,_,N �095• N6g•oo3a T6V.60 j /N EXISTING „10 w. `29"h'�-_1231.28 r 2 - u�i• �y PxP/A-17.48 DWELL. LOT 8 i/DRAINAGE / ` ry 77' 10g/ EASEMENT/ - HIh TOTAL AREA- 54,497 S.F.± / _ /^ UPLAND AREA= 54.497 S.F.± TO BE REMOVED - PxP/A=18.8 ON 52,430 S.F:AREA b';•`Vy ry`•1/, b60 _j a° " s s. W 11 - f T ❑ SHAPE 97, , O HERE. 1j•48 i 1•ql 2 oL To HERE ",2.13_. 1 ; / - �•ryo oY my8 'SS'l , yL� µ350.00 58 Spy1,To j 14494 GARAGE SHAPE TO HERE so.,•'•Pg /x�y.� S59•JO>1�S✓ hm$o / TO BE REMOVED Gy3S"k, / 6y l6gq�\g vJo/ryb 44.90' ,. 1 ZaJ ryh ryy;L /�j o. 4 /T � Q- i'RUINS OF ?4 h LOT 9 �yo. / OO - / WELL HOUSE ? N30'O8'16'W TOTAL AREA= 61,218 SQ.FT. 61•\ 1v, , 17.IV ,,gg §� / AREA OF UPLAND - 61,218± S. FT. /" p�O. S 5952, 5'C+-� / PxP/A=16.68 ON 1.3 ACRE AREA /•"� ••',� ` QO Q�' , Al n 6 ♦ J/, 4p' o'• IRON PIPE pQ' bb0 FOUND 'fA o0, �' bjo° n,10 y Q�PY Qy .8ff2233'E to,� ; ,/ } ? ry- LAGGED WETLAND �•,^ '_� 2` y0 h'° y° FULLER FARMS L_36.03'^ S6.\ hh h '4,°b/1� / LINE b. ^� �°`�1`�y - C.B./DH 4275 I AF'�2y / .4' IRON PIPE �;^ ^ °c� - SUBDIVISION 8777 FOUND 90,g3,?f^ 9 - 65p�916 ay`<.�y� / bb,? FOUND WETLAND i< DEFINITIVE SUBDIVISION PLAN - p ^j�'T3• IS. N.�(\� Go .j �'h % h"•/ 7.21' OF LAND IN /n�h WILDLIFE 466 ?23•w ry0� \ Ij •� / ?hey I PARCEL SFt(NOT A BUILDING LOT) CONSERVANCY AREA ?6gQ o,•o o• �;a > .ala PARCEL B Tou I CONVEYED CENTERVILLE (BARNSTABLE), MA h q'y/,6,• y�(r ! p TO DAME$A. ENKINS TRS. Sb �2" APPROVAL IS REQUIRED S78'S0'28°E - b ES I A. JENKINS TRS. - ^•-Jr, >F' JENKINS NOMINEE TRUST UNDER THE SUBDIVISION CONTROL LAW PREPARED FOR N 81.g2 S6S•0Jy8. 716, o" 9b`�tayeoj DEED BAM 188K.PARCEL.45 9994 PG. 1n BARNSTAjRLE PLANNING JOARD C.B./D.H .46' f i d'S y'� OATE:___7la ,lA__ FULLER FARM REALTY TRUST ' FOUND .DISPLACED 0.36'S.E. I \ .��IRON PIPE A��CALE' 1°= 40 DATE:APRIL 20, 2000 S66.48•J 12g.65• FOUND REVISED DATE:JUNE 5, 2000 CRANBERRY BOG n ` 4F 1>626, m ADD PARCEL B. NOTES JANES A. JENKINS, TRS ^' F JI\ JENKINS NOMINEE TRUST \ '��CC '46' D.B. 9994 P,111 �.FO EEEnnn r•? 40 0 40 BO 120 Feet down cape engineering) Inc. A P OVAL OF THIS PLAN SUBJECT TO A COVENANT TO BE RECORDED HEREWITH. I, UNDA HUTCHENRIDER, CLERK OF THE TOWN OF BARNSTABLE, CERTIFY THAT THE CIVIL ENGINEERS \ n! f NOTICE OF APPROVAL OF THIS PLAN WAS RECEIVED AND RECORDED IN THIS OFFICE AND THAT NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT LAND SURVEYORS \n FOLLOWING THE RECEIPT AND RECORDING OF SAID NOTICE \ 1 939 main St. yarmouth, ma 02675 off 508 352-98801 ` ,� -? GATE TOWN CLERK g