The URL can be used to link to this page

Home My WebLink About0098 TRACEY ROAD cy II � 1 r' y 4 _ T-QWN OF BARNSTABLE BUILDING PERMIT APPLICATION(_.[* Map cog Parcel ao� Application # , y Health Division Date Issued Z�Conservation Division 1041Application Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address F `rr a C e y p e d Village C o to�t Owner _DAN,?l 440 ln1fnoy Kra art Address GNe A4re14 _P FC)K 6-1yt9y/YA 02C3/ Telephone ✓!rO Y®c - 09 M ill e "*WA6ev 13 w id r� Permit Request = A)+evivv v',eA109e-I ctW0 f--00e t� °hje H D v YT s . Y'Y 4ez A1TAche�, - ?4y -P,46e �ekrp?Ttyll 0 11_�/ 0 .S-iN►�rl( e�w A NJ i v;% o LfViNs i?otiq 0✓-ey fy%JT!nj b RCX Np /oJ� !ti SC!/��t�d CFYt.Ia.. Square feet: 1 st floor: existing proposed 3 yq` 2nd floor: existing proposed Total new 4 iry Zoning District mil' Flood Plain_A�)X Groundwater Overlay ®� o Project Valuation G 2 3,006 Construction Type WO0P rVAH Lot Size ( 0 3 3 A,c— Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family L- / Two Family ❑ Multi-Family(# units) :o / Age of Existing Structure ` '°° Historic House: ❑Yes Flo On Old King's Highway: ❑Yes ❑1�o Basement Type: Dull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft)_ -a _ ti I Number of Baths: Full: existing new 4 Half: existing new Number of Bedrooms: existing O new �tZex�i7J Total Room Count (not including baths): existing IV new 0 First Floor Roorn6unt .., Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other co . Central Air: U4s ❑ No Fireplaces: Existing I New Existing wood/coal stove.4❑Yges ❑KO Detached garage: ❑ existing ❑ new size_Pool: &existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: UVAsting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes U40 If yes, site plan review# Current Use 14 i cL-eX1_1* , Jl',!C It F4HI tl Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name (y��lit G a L � �4°'1�A/cr,�ve: Fu'lct � Telephone Number °k y��3��,� Address ( �a y License # aF4 - OS� 3 3-7 V4t_/oro;:+ r 04 o �r3� _ Home Improvement Contractor# y Email Ii�biA y C 8 U 1 d-esiv C(a mCmi' AN Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO W 4d 4 V Vi r 04® 14 Ali)w it k Af4 SIGNATURE DATE 6 (�y �0 5I ,20 1,J J f FOR OFFICIAL USE ONLY APPLICATION # DI TE ISSUED 1 NAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ; ±, 9- FOUNDATION FOUNDATION � Kqioa Yac FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL • 'FINAL BUILDING n�° DATE CLOSED OUT ''r ASSOCIATION PLAN NO. t Permit Request description 98 Tracey Road Cotuit Interior upgrade and Remodeling of existing house Michael Leblanc Leblanc Builders, Inc. Map 004 Parcel 005 First Floor(plan A114) Expansion of den and Living Room over existing deck area (458 square feet) Enclose existing screened porch at right of house Enclose existing breezeway Second Floor(plan A124) At rear of house 3 ft. x 5 ft. Dormer area expanded/connected (additional 40 square feet) Third floor plan (A134) Addition of powder/small % bathroom in open area at top of stairs Basement plan (A104) Creation of an exercise/ballet room Miscellaneous (A120) Addition of windows in place of door r OFF� • * BARN5TABM ' .1639- Town of Barnstable ,FC Regulatory Services Richard V.Scali,Director Building Division, Paul Roma Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I as.Owner of the subject property hereby authorize L N �4h! to act on my behalf, L-e 6Ian( ul Itf d> .�vc, in all matters relative to work authorized by this building permit application for: C0-ro f (Address of Job) ,Gc ,tG ✓ 01-1 J f//7 Signatur Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppData\Local\N4icrosoft\Windows\INetCache\Content.Oudook\L7U69LF2\EXPRESS(2).doc 01/25/17 A �Je iPw��rn�ar��taeic/G/o,C �¢udccr,/n1�(/,i l� /2 License or registration valid for individual use only ( �, Office of Consumer Affairs&Business Regulation before the expiration date. If found return to: I 4, _ HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation i Registration 104364 Type: l 10 Park Plaza=Suite 5170 l 7 Expiration 7/13/2018 Private Corporation Boston,MA 02116 LEBLANC BULLDE RSPQQK Michael LeBlanc _ 1 },I 40 Crawford Rd. 1 Waquoit,MA 02536 � Undersecretary a Not valid without signature Illi ex' M IF Commonwealth of,Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Construction,S,j'perViso�,1 & 2 Family CSFA-057331 �S � EJ�pires 07/03/20�19 MICHAEL L LEBLANtC., � 40-CRAWFOR'D]RD1PQa`BO'X COTUIT MA 02635 Commissioner The Commonwealth of Massachusetts Department of Industrial Accidents Office of Invesfigations 600 Washington Street Boston,MA 02111 ww.massgov/dia lw Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): LEBLANC BUILDERS CO, INC Address: P.0 BOX 3414 City/State/Zip: WAQUOIT MA 02636 Phone#: 508-400-0968 Are you an employer?Check the appropriate box: Type of project(required): 1. ✓ I am a employer with 5 4. 1 am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the sub-contractors I sole proprietor or partner- listed on the attached sheet. 7. ✓ Remodeling 2. am a P P ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp.insurance comp.insurance.$ required.] 5. We are a corporation and its 10. Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12. Roof repairs insurance required.]t c. 152,§1(4),and we have no windows ands Doe employees. [No workers' 13. Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: ASSOCIATED EMPLOYERS INSURANCE AGENCY Policy#or Self-ins.Lic.#: WCC5005007818-2016A Expiration Date: 01/01/2018 Job Site Address: 4- T12Ate� `K D City/State/Zip: C�PvI �Mk Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine. of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify nde the pains and penalties of perjury that t "information provided above is true and correct. Si mature: Date: 0917117 phone#: 508-400 96 Q,fcial 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.Citytrown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 4EBLA-1 . OP ID: DC ACORO"` DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 0610e1201 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON.THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may-require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s) PRODUCER CONTANAME:cr J R Hufnagle WM.F..Borhek Insurance y A enc PHONE 781-293-6331 Arc No)-781-293-2171 311 Plymouth Street: g C No : Halifax MA 02338 E-MAIL E ADDREss:jrhufnagle@hotmaii.com J R Hulfnagle - - - INSURER(S)AFFORDING COVERAGE - NAIL 0 - - INSURER A:Arbella Protection Ins INSURED Leblanc Builders Co.Inc.' INS uRERsiLiberty Mutual Linda Hann PO Box 3414 INsuRERc:Associated Employers Ins.Co. 11104' Waquoit,MA 02536 iNsuRERD: INSURER E: INSURER F COVERAGES " °'CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ LTR TYPE OF INSURANCE I POLICY NUMBERAWL= :; �MMID D Y MM1DDNYYY POLICY EFF POLICY EXP LIMITS B X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 10000,00 CLAIMS-MADE OCCUR BP8562397 12/31/2015 12/31/2016 PREMISES Ea occurrenTED ce $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL BADVINJURY $ 1,000,00 GENT AGGREGATE LIMIT APPLIES'PER: GENERAL AGGREGATE $ 2,000,00 X POLICY❑jECT - 1 LOC. PRODUCTS-COMP/OP AGG $ 2,000,00 OTHER: $ AUTOMOBILE LIABIUTf - - _ - - COMBINED SINGLE LIMIT $ 1,000,000 _ Ea accident A ANY AUTO 10200009636 12/04/2015 12/04/2016 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED - - PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION - XPER - AND EMPLOYERS'LKEMITY STATUTE ER C ANY.PROPRIETORtPARTNERIEXECUTIVE YIN CC-5003007818-2016A 01/01/2016 01101120W E.L.EACH ACCIDENT $ 500,00 OFFICER/MEMBER EXCLUDED? N/A' - . (MarWatoryinNH) E.LDISEASE-EAEMPLOYEE $ 500,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS r LOCATIONS 1 VEHICLES.(ACORD 101,;Additional:Remarks-Schedule,maybe attached If more space is required) CERTIFICATE HOLDER CANCELLATION - x TOWNBAR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main Street Hyannis,MA,02601 AUTHORIZED REPRESENTATIVE J R Hufnagle 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101)` The ACORD name and logo are registered marks of ACORD ro OP /;Pep Request description 5 98 Tracey Road Cotuit Interior upgrade and Remodeling of existing house Michael Leblanc Leblanc Builders, Inc. Map 004 Parcel 005 First Floor(plan A114) Expansion of den and Living Room over existing deck area (458 square feet) Enclose existing screened porch at right of house Enclose existing breezeway Second Floor(plan A124) At rear of house3 ft:x 5 ft.'Dormer area expanded/-connected(ad'ditiona1740 square feet)----- Third floor plan (A134) Addition of powder/small %2 bathroom in open area at top of stairs Basement plan (A104) Creation of an exercise/ballet room Miscellaneous (A120) Addition of windows in place of door Generated by REScheck-Web Software Compliance Certificate Project 98 Tracy Rd. • 4. sF NG�� P1 r Energy Code: 2015 IECC Location: Barnstable, Massachusetts Glvacl�4 10J, Construction Type: Single-family •QC, Project Type: Addition Orientation: Bldg. faces 0 deg. from North �e Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 98 Tracy Rd. Kraft . Michael LeBlanc Cotuit, MA 02635 98 Tracy Rd. LeBlanc Builder Co. Inc. Cotuit, MA 02635 PO Box 3414 Waquoit, MA 02536 leblancbuilders@comcast.net Compliance: trade-off Compliance: 11.0%Better Than Code Maximum UA: 263 Your UA: 234 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy,use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling-Mudroom: Flat Ceiling or Scissor Truss 219 49.0 0.0 0.026 6 Ceiling-Den: Flat Ceiling or Scissor Truss 180 30.0 0.0 0.035 6 Ceiling-Lvg: Flat Ceiling or Scissor Truss 177 49.0 .0.0 0.026 5 Wall-MudroomWest:Wood Frame, 16"o.c. 197 20.0 0.0 0.059 1 Orientation: Left side Door-36x96:Glass Door(over 50%glazing) 24 0.300 7 Orientation: Left side Window-3002:Wood Frame 15 0.270 4 Orientation:Left side Window-3002:Wood Frame 15 0.270 4 Orientation: Left side Window-3002:Wood Frame 15 0.270 4 Orientation: Left side Window-3002:Wood Frame 15 0.270 4 Orientation: Left side Window-3002:Wood Frame 15 0.270 4 Orientation: Left side Window-30x72:Wood Frame 15 0.270 4 Orientation: Left side Window-3002:Wood Frame 15 0.270 4 Orientation: Left side Window-30x72:Wood Frame 15 0.270 4 Orientation: Left side Project Title: 98 Tracy Rd. Report date: 09/13/17 Data filename: Page 1 of 3 :y Gross Area Cavity Cont. Perimeter Window-30x72:Wood Frame 15 0.270 4 Orientation: Left side Window-3002:Wood Frame 15 0.270 4 Orientation: Left side Wall-MudroomEast:Wood Frame, 16"o.c. 293 20.0 0.0 0.059 12 Orientation: Right side Door-36x96: Glass Door(over 50%glazing) 24 0.300 7 Orientation: Right side Window-30x72:Wood Frame 15 0.270 4 Orientation: Right side Window-30x72:Wood Frame 15 0.270 4 Orientation: Right side Window-Awn30x24:Wood Frame 5. 0.270 1 Orientation: Right side Window-30x72:Wood Frame 15 0.270 4 Orientation: Right side Window-3002:Wood Frame 15 0.270 4 Orientation: Right side Window-Awn30x24:Wood Frame 5 0.270 1 Orientation: Right side Wall-DenWest:Wood Frame, 16"o.c. 193 20.0 0.0 0.059 9 Orientation: Left side Window-3403:Wood Frame 17 0.270 5 Orientation: Left side Window-34x73:Wood Frame 17 0.270 5 Orientation: Left side Wall-DenSouth:Wood Frame, 16"o.c. 82 20.0 0.0 0.059 3 Orientation: Back Window-34x73:Wood Frame 17 0.270 5 . Orientation: Back Window-34x73:Wood Frame 17 0.270 5 Orientation: Back Wall-LvgWest: Wood Frame, 16"o.c. 73 20.0 0.0 0.059 4 Orientation: Left side Wall-LvgSouth:Wood Frame,'16"o.c. 205 20.0 0.0 0.059 6 Orientation: Back . Window-42x73:Wood Frame 21 0.270 6 Orientation: Back Window-4203:Wood Frame 21 0.270 6 Orientation: Back Window-4203:Wood Frame 21 0.270 6 Orientation: Back Window-42x73:Wood Frame 21 0.270 6 Orientation: Back Window-4203:Wood Frame 21 0.270 6 Orientation: Back Wall-LvgEast:Wood Frame, 16"o.c. 73 20.0 0.0 0.059 2 Orientation: Right side Window-42x73:Wood Frame 21 0.270 6 Orientation: Right side Window-4203:Wood Frame 21 0.270 6 Orientation: Right side Floor-Mudroom:All-Wood Joist/Truss 219 30.0 0.0 0.033 7 Floor-Mudroom:All-Wood joist/Truss 219 30.0 0.0 0.033 7 Floor-Den:All-Wood joist/Truss 180 30.0 0.0 0.033 6 Floor-Den:All-Wood Joist/Truss 180 30.0 0.0 0.033 6 Project Title: 98 Tracy Rd. Report date: 09/13/17 Data filename: Page 2 of 3 Gross Area Cavity Cont. Perimeter Floor-Lvg:All-Wood Joist/Truss 177 30.0 0.0 0.033 6 Floor-Lvg:All-Wood Joist/Truss 177 30.0 0.0 0.033 6 Crawl-LvgSouth: Masonry Block w/Empty Cells 89 0.0 15.0 0.056 4 Wall height:4.0' Depth below grade: 3.0' Insulation depth: 3.0' Crawl-LvgSouth: Masonry Block w/Empty Cells 89 0.0 15.0 0.056 4 Wall height:4.0' Depth below grade: 3.0' Insulation depth: 3.0' 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 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requireunents listed in the REScheck Inspection Checklist. Nll,6k cczt l� �'14AfC 0y112-11) - ° LN Name-Title Sign ure Date fv C_a Project Title: 98 Tracy Rd. Report date: 09/13/17 Data filename: Page 3 of 3 elephone:'508/563-6049 COLONY INSULATION, INC. 28 Jonathan Bourne Qnv6 RP, asset. MA 02559 F CLOSED-CELL FOAM INSULATION SPEC SHEET J1 a �b0c � CONTRACTOR: JOB SITE ADDRESS: = cn Cif DATE:- — IaW AREA THICKNESS' . R-VALUE r — Ceiling 1 [ � � ( — Cathedral Ceiling — Garage Ceiling Basement Ceiling — Slopes t Exterior W all ` ® — Garage Hse. W all — W alkoul W all Cathedral W all Blockers f y Overhang S tair/R isers l A11 R-values and thickness measurements are deemed to.be accurate by the following installers: TECHNICALDATA FOR MATERIALS IS ATTACHED TO THIS FORM TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# Health Division Date Issued Conservation Division ' ` �' O'� s3-yyzZ Fee 946VI.,of acc C It 0)c5 Tax Collector Application Fee Treasurer Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Project Street Address ��C e;V Village 00 I� Owner TAN iIFt, A. k2�-tr'-E Address Telephone 1 Permit Request 1(J 6R-0 D (SCAN J It- SW6A Pisa � �' SOA�Fcrl `-, Square feet: 1 st floor: existing proposed 2nd floor: existing proposed 1� Total new" Valuation �5' Zoning District Flood Plain Groundwater Overlay " Construction Type W Lot Size Grandfathered: ❑Yes O No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On,Old King's Highway: ❑Yes O No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas 0 Oil 0 Electric ❑Other Central Air:4.❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0 No Detached garage: ❑existing ❑new size Pool: ❑existing ❑new size Barn: ❑existing ❑new size Attached garage:❑existing ❑new size Shed:0 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� t'14LAIL10A (L77/4�)A,'Qld'Yelephone Number SF— Z<'2- 3380 Address �� l�j&�6�1 �� License# � PE4,0�a G� �'�'1c�� Home Improvement Contractor# 132-72S- Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE (�e41 & FOR OFFICIAL USE ONLY PERMIT NO. - DATE ISSUED 4 MAP,/.PARCEL NO. t ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 4 FRAME I� INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINALE FINAL BUILDING if j 9 • s d� ��9is a..Fr DATE CLOSED T ASSOCIATION PLAN NO. � J ...... Department of Iridastiiai Accidents • Office.of Investigations' 600 Washington Street : Boston,MA 02111 .•� www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricaans/Plu�abers Applicant I>Eefornaation Please]Print Lelib� .. .ram- Name (Business/Organizationadividu4: Lv,4 le . Is Address: " Lts �IX, city/state/Zip: J , �"1 - m ��c� 5 Phone#: SoF 4f Z— 3-3 P® Are you an employer? Check the appropriate boa:. Type of project(required):• d !� 4. ❑ I am a general contractor an I '• construction . 1.� I am a•enaployer with 6. �New cons • employees(fta and/or part-time).* have hired the kb-contractors 2.[] I am a sole proprietor or partner; listed on the attached sheet.# 7• ❑ Remodeling • ship and have no employees Thcsesab-contractors have 8. ❑ Demolition . working for me in any capacity. workers' comp.insurance. g, ❑ Building addition [No workers' comp,insurance 5. ❑ We are a corporation and its 10.❑Electrical repairs or.additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 11•❑Plumbing repairs or additions myself.[No workers' comp, c. 152,§1(4),and we have no 12.❑ Roof repairs � t employees.[No workers" insurance required.]. 13.0 Other . camp.insurance required.]. *Any applicant that checks boa#1 mast also fill out the section below showing their workers'compensation policy information: `e t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. " $Contractors that check this box must attached an additional sheet showing the name of the subcontractors and their workers'comp.policy information. I am an employer that is providing workers- compensation insurance for my employees.'Below is the policy and job site information. Insurance.Company Name: � / ` Policy#or Self-ins.Lia#: (064 32 2• Expiration Date: 2:/ 2-&3/�7 job site Address: -1-44-g- - City/State/Zip: (c)-IML W* Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiratinn date). Fatiure to.secure coverage as required under Section 25A of MGL c. 152 cari lead to the imposition of oriminalpenalties of a fine up to$1,500,.00 and/or one-year imprisonment, as well as,civil penalties in the form of a STOPVORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maye forwarded to the Office of Investigations of the DI.A for insur ce coverage verification. I do hereby c th ns and penalties o e► ry that the information provided above is true and correct: Si afore Date:'. Phone# Official use only. Do not write in this area,to be completed by city.or town offuiaL City or Town: PermitUcense# Issuing Authority(circle ones t.Hoard of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6, Other Contact Person: Phone#: Information and instructions . � r achusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Mass . �= erson in the service•of.another under any contract of hire, pursuant to this statute, an employee is defined as ...every p express or implied,oral or wntten." association,gorporation or other legal entity,or any two or more employer is defined ag.;a �ncl�vi4iral,Paershrp', _.: An ed in a joint enterprise,and in.clu$ing the legal representatives of a deceased employer,or the ' of the foregoing.engag receiver or trustee of an individual,partnership,association or other legal entity,employing employees- HovKer-*e owner of a dwelling house having not more than three apartments and who resides therein,or.the occupant of the dwelling house of another who employs Persons to do maintenance, construction or repair work on such dwelling house or on the group or building appurtenant thereto shall not because of such employment be deemed t4 be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or -renewal of a license or perms to operate a business or to construct buildings in the comMonweaith for any applicant who has not produced acceptable evidence-of compliance with the insurance coverage required." a Ply ter 152, 25C 7 states"Neither the commonwealth nor any of its'political subdivisions shall Additionally,MGL chdp .. § ( ) meter into any contract for the performance of public work until acceptable'evidence of compliance with the insurance is ofthis chaps have been presented to the contracting authority. ?egmremen . Applicants ; ta Please fill out .the workers' compensation affidavit completely,b hhed ( along with their to ycate i at n and,if necessary,supply sub-contractors)name(s),address(es) phone anies(LLC)or Limited Liability Partnerships(L•LP)with no employees other than the insurance. Limited Liability Comp or members or partners; are not required to carry workers' a mP be submitted to the Depion insuramce. If an artment of Industrial e3tployees, a policy is required. Be advised that this affidavit Y Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should city or town that the application for the permit or license is being requested,not the Department of be returned to theons regarding the law or,ifyou axe Industrial Accidents. Should you have any q t the number listed below, Self-insured companies should enter their compensationpolicY,•please call the Department self-insurance license number on the appropriate line. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department On�ovided a space at regarding the the bottom i of the affidavit for you to fill out in the event the Office of Investida yo Please be sure:to fin in the permit/license number which will beused ar,need onl reference submit One'affidavit indicating current le permit/license applications in any givenY Ythat must submit multip p policy information(if necessary)and under"Job Site Address"'the applicant should write"all locations in __' (city or tom) "A copy,of the.-affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that•a valid affidavit is-on file for.future permits•or'laenses..Anew affidavit.must be filled out-each or citizen is year.Where a home owner obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or Permit to burn leaves etc.)said person is NOT required to complete this affidavit The office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do nothesitate to give us a call. The Department's address,telephone and,fax number. The Commonwealth of Massachusetts . .; peparhnent of Industrial•Accidents ..office of eves 1gations ,. 600'Washington•$ eet� . =r•.�=; Boston,MA 02211t Tel.#617-727-4900 ext 406 or•Ia877-MASSAFE Fax#617-727�-7749 Revised 5-2645 www.mass.gov/dia Town of Barnstable Regulatory ServicesKARNSTA , MASS. Thomas F.Geiler,Director 1639. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, PA,N t �'`Q�f , as Owner of the subject property hereby authorize'st, 10 e54iW-- X lAaA.�fig& &.S%O(Wl k o act on my behalf, in all matters relative to work authorized by this building permit application for: C� '`t"� 1� (Address of J b) Signature of Owner Date I ICf- Print Name Q:FORMS:OWNERPERMISSION te: 6/5/2006 Time; 11:11 AM To:.Buildirg Dept R 15087906230 Page: 002-003 Client#: 101433 CUSTOMGUNITE _ ACORD,., CERTIFICATE OF LIABILITY INSURANCE 0DATE 6/05106Dw� PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Feltelberg Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 222 Milliken Blvd HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW,'. PO Box 3220 Fall River,MA 02722-3220 INSURERS AFFORDING COVERAGE NAIC# INSURED - INSURER A: Safeco Insurance Co of America _ Custom Gunits Pools, Inc. INSURER E: AIG 215 Plain Street INSURER C: Rehoboth,MA 02769 IN SUP,SR0: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE PCUICY PERIOD INDIC.ATEC.NOTAII'HSTANDING ANY REQUIREMENT,-ERM OR CONDITION OF ANY CONTRACT OR C?HER DOCJMENT'VVITI-.RES°ECT?O�AHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE-ERMS,EXCL'JSICNS AND CONDITIONS OF SUCH POLICIES.AGGREGA-E LIMITS SHOWN MAY HA'vE BEEN REDUCED BY PAID CLAIMS. rA O'L POLICY LFFECTke POLICYEXPIRATION TYPE OF INSURANCE POLICYNUMBE DR T M T MI ;� LIMITS GENERA.LIABILITY 101 CG7280942 02/23/06 02/23/07 EACH CCCURRENC'E A 000 000 X CCMMERCIA.GENERAL LIABILITY - � DA^AA3E TO RGNTED tl P -., 2o0 a0o CLAIP.ISMiADE ®CCCUR PAEDE �Pnrcneperson} $10.000 PERSCNAL&ALVIN URY S11000.000 3ENERAL A33RE3A-E $2 00 00 , 3ENL A33RE WE-IMT APPLIES PER: PRCDJCTS-C a?P,'CP A33 s2,000,000 - _ POLICY 7 PR+ LCC A AUTOMOBILE LIABILITY 25000800 02/23/06 02/23/07 COMBINED SIN*LE LIMIT ANY AUTC (Ee scz den:,` $1,000,000 ALL Ck,'NED AUTCS BCDILYrJ,AJP.Y $ X SCHEDULED AUTCS (Per pa:aonj X HIRED AUTCS SCDILYNiJRY $ X NON-OVRNEC AU'T---s - (Pei a;:d.cent X Drive Other Car PRCPER7YDAN1A3E $ (Per accitlenp GARAGE LI.ABIL17Y AU"C CNL"-EA ACCIDENT $ ANY AUTO C7HER1`HAN EAACC AU—C ONLY: AG3 5 A EXCESStUMBRELLALIABILITY 01 SU36848620 02/23/06 02/23/07 EACH CCCURRENCE s2,000.000 X CCCUR CLAIMS MADE A33REGATF s2 00G 000 3 DEDUCTIBLE 5 RETEN'I^N $ B WORKERS COMPENSATION AND WC8938072 - 02/23/06 02/23107 `CR LIMITS O_R EMPLOYERS'LIAINUTY - ANY PRCPRIETCR:PARTNER.EXECUTNE E.L.EACH ACCIDENT $500 aOO _ CGFICER;M%N-IRFREXCLUDED? E.L.DISEASE-EAEMz1_O1rEE .S500 000 V yes.descibe UnGer Sao aao SPEu AL PRCIASICNS"lew E.L._•ISEASE-POLICY LIMIIT $ OTHER ` i e cep DESCRIPTION OF OPERATIONS;LOC ATIONSr VEHICLES;@XOLUSIONS ADDED BYENDORSEMENT,SPECIAL PROVISIONS j �^ RE: Village of Cotult,Daniel Kraft Project Permit 020060942 "€ I L CERTIFICATE HOLDER CANCELLATION SHOULD ANYOF THE ABOVE DESCRIBED POLICIE S BE CANCELLED BEFORE EF XPIRA7,1'9,N Town of Barnstable DATE THEREOF,THE ISSUING INSURER VdLL ENDEAVOR TO MAIL� - OAVS N7RITTEN` Attn: Building Dept. NO-ICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT F LURE TO DOOSSO SHALL IMPOSE NO OBLIGATON OR LIABILITYOF ANYKIND UPON THE INSURER,ITS AGEN78 OR REPRESENTATIVES. _ AUrJORIZED REPRESENTA-WE v ACORD 25(2001/08)1 of 2 #88648 CH2 a ACORD CORPORATION 1988 Jo;ejjslulwpv 69LZO V&N 'H1OGOH38 W-I"VVUV b31SWAS 'ONI 'S-idOd 311Nno WO1Sf1O uopejodjoO a;enq LOOZ/LZL£ uole�ldx SZLZ£1 uol}ej;slgaa HO19VH.LNOO 1N3 W 3AOHd Wl 3 WOH spaepue;S pug suol;eingaN$ulplin8}o p.ieog to !_icense j C®�IS+TRUCT�IiCSN SUiP 9t¢> ?' ' Numb- ;� �° FIEpi�!S0L f /L�0 Tr 843,Q q - ResYnste�d SYLUESTER ANl' 'lillY � �0�NEW;STREEPi'4C R�1BOTH, °IUi©�`02�69' < YAdr"nirli�tr�y �tr+Ergy�o� Town of Barnstable Building Department - 200 Main Street * BARNSTABLE, • Hyannis, MA 02601 MASS. 9�A i639. , (508) 862-4038 CFO MA'S s Certificate of Occupancy . Application Number: 87653 CO Number: 20070154 Parcel ID: 004005 CO Issue Date: 07123/07 Location: 98 TRACEY ROAD Zoning Classification: RESIDENCE F DISTRICT 0 Villager COTUIT Gen Contractor: LE BLANC BLDRS. CO., INC. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: 7— z o � Building Department Signature Date Signed / 3 TOWN OF BARNSTABL,E ti B ilding �► Applic�_�ior�Ref: 20060048 �':� • Perr��t 1aA MATASLE, Issue Date: OS/10/06I 9 MASS. .; 039• �� Applicant: LE BLANC BLDRS.CO.,,INC. AEG Mp►�a �. Permit Number:, B 20060117 Proposed Use: Expiration Date: 11/07/06 Location 98 TRACEY ROAD Zoning District RF Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 004005 Permit Fee$ 820.00 Contractor LE BLANC BLDRS.CO.,INC. Village COTUIT App Fee$ 50.00 License Num 057337 Est Construction Cost$--- 200,000, Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND ATTACHED GARAGE 26X26 WITH LIVING QUARTERS THIS CARD MUST BE KEPT POSTED UNTIL FINAL J INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: LONGFIELDS,LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: ONE PATRIOT Pl. INSPECTION HAS BEEN MADE. FOXBORO,MA 02035 Application Entered by: NL Building Permit Issued By: THIS PERMI'1 CONVEYS NO-RIGHT TO OCCUPY ANY STREET;^ALLY OR SIDEWALK ORANY PART,THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACH.EMENTS ON PUBLIC PROPERTY;'NOT SPECIFICALLY PERMITTED UNDERTHE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY,GRADES AS.WELL AS DEPTH AND,,LOCATION OF PUBLIC SEWERS'MAY BE,OBTAINED FROM THE'DEPARTMENT OF PUBLIC:WORKS.. THE ISSUANC>'ORTHIS PERMIT DOES"NOT,RELEASE THE APPLICANT FROM THEVONDITION&OF ANY.APPLICABLESUBDIVISION RESTRICTIONS,' MINIMUM QF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. . 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING car PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING IN—SECTION APPROVALS, ELECTRICAL INSPECTION APPROVALS 2/4 3 1 Heating Inspection Approvals Engineering Dept t Fire Dept 2 Board of Health / TC/ \ i + r i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION,—PpM� / Map ®� *. cel C905— Permit# Health Divisions 5 l%`� ^� Date Issued I '� Conservation Division S6 / �� s��`'/ T N Fee 7 . 05 y 4 Tax Collector O SEPTIC SYSTEM MUST OE � �'� `� O C � Treasurer QL INSTALLED IN COMPLIANCE WITH TITLE 5 Planning Dept. ENVIRONMENTAL CODER*ed in By Date Definitive Plan Approved by Planning Board TOWN REGULATION4proved By Historic-OKH Preservation/Hyannis vya N5—�itf rr Project Street Address C ? TlZ*e,'% Rom !F 7 6 5 7 VillageitT Owner �! �- (ii•�-�'1 /� f Address -(,� Zl�"fa se Telephone -7 k27 Permit Request 7PS• Square feet: 1 st floor: existing proposed Z(0 q© 2nd floor: existing I'Mo proposed 2-17 5� Total newj 5—P J Valuation q70 � ' Zoning District _Flood Plain Groundwater Overlay Construction Type Lot Size A, Ql f Grandfathered: ❑Yes ❑No If yes, attach supporting documentation, Dwelling Type: Single Family 0 Two Family ❑ Multi Family(#units) &6. (( r a_ in Structure Q Historic House: ❑Yes No On Old Kin s Hi hGva : ❑Yes o Age of Existing S � � g g y � Basement Type: Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Nlkmber of Baths: Full: existing �J new Half: existing [ new Number of Bedrooms: existing_ new Total Room Count(not including baths): existing new c 1 First Floor Room Count Heat Type and Fuel: 24 Gas ❑Oil ❑ Electric ❑Other Central Air: gYes ❑No Fireplaces: Existing New X Existing wood/coal stove: ❑Yes ❑ No Detached garage:Cl existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded Cl Commercial ❑Yes �KNo If yes, site plan review# _ Current Use Proposed Use BUILDER INFORMATION - Name Telephone Number Address E— F,70X qlq License# 057337 W q pia T ✓� �25 Home Improvement Contractor# O Ll 3 6 ��1�fylGi�y Aga 14 J'i1&,o9w(,e Worker's Compensation# CO74$ 3)Z 2- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE e:5>e� fl V FOR OFFICIAL USE ONLY PERMIT NO. ` DATE SSUED MAP/PARCEL NO. j ADDRESS VILLAGE OWNER DATE OF INSPECTION: ) FOUNDATION P N 7;1, �0_ l 1 u��S h FRAME 0j v WHO'"we— P INSULATI' c FIREPLACE . e. v, ',•2 �i�3/06 ELECTRICAL: R ldH S FINAL tt:M PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING l .p DATE CLOSED OUT ASSOCIATION PLAN NO. FROM (THU)SEP 29 2005 8:02/ST. 8:01/No. 6802897697 P 2 s Perna Number RESckeck Compliance Certified to CtwckW By/Date Massachusetts Energy Code RESehookSaltware Version 3.5 Release 1d Data filename:Untitled.rck PROJECT'1'1TLE.Kraft Residence - CITY:Cotuit STATE:Massachusetts liDD, 6137 CONSTRUC11ON TYPE: 1 or 2 Family,Detachod HEATING SYSTEM TYPE:Other(Non-Electric Resistance) ' 1)XfE:09129/05 DATE OF PLANS:9-2&05 COMPLIANCE:Passes Maximum UA=903 Your Home UA=732 18.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door, PaimVer R.Value I2 Value V-F=or VA Ceiling L Flat Ceiling or Scissor Truss 1269 30.0 0.0 44 Ceiling 2:Cathedral Ceiling(no attic) 784 20.0 0.0 39 Wall 1:Wood Frame,l 6"o.c. 5217 19.0 0.0 261 Window 1. Wood Frame:Double Pane with Low-E 669 0.310 207 Door 1:Glass 144 0.320 46 Door 2: Solid 48 0.180 9 Floor 1:All-Wood Joisaruss:Over Unconditioned Space 2691 19.0 0.0 126 Furnace 1:Forecd Hot Air,84 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 Massachusetts Energy Code requirements in REScheckVcrsion 3.5 Release Id (formerly MECehee4 and to comply with the mandatory requirements listed in the RES checkbspection Checklist. The beating load for this building,and the cooling load if appropriate,has been determined using the applicable Steadard Design Canditiousr found m the Code. The HVAC =nt selected to hest iw cool the building shall be no g=kr than 125Ya of the design load as specified in Sections 7 10 and 14.4. AuildcriDmigncr Date v Ae arrv�zaizuiea �✓�aa�acc��ivaelta `. W of Bd-ding Regalatious and Sdwdarl HOME 1MpROVEMENT CONTRACTOR Regbtrd!6n: 104364 Expiration::7/13/2006 Type: Prorate Corporation LEBLANC BUILDERS CO.INC Michael LeBlanc 40 Crawford Rd Waquod,MA 02536 Administrator a � �_ ✓fie r�a»vnw�w�ea�i o�/vtamac/utGe�la = BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number ;CS, 057337 {. Exprres;071031 ..007 Tr.no: 14594 Restricted: 1 G „ MICHAEL L LEBLANC y 40 CRAWFORD RD/PO BOX 1422 i COTUIT, MA 02635 Commissioner _ 09/28/2005 15:36 FAX 5086981504 IFP EXECUTIVE OFFICES IM002 Dat21.0O2s881 05-27--2005 2a46 Da2� BARNSTABLE LAND COURT R GZSTRY LLC.a Msmachusettis.LtQaitad I3ab�o4►Cry, for eoeswwro tos poi4 mad in EA costddm doo asTwo XWao Foos Hoed PW TboonvA • . . aaa aailro tl�raso,�ooa�oo)Dou>Q. • i�is Dmniel A.RtaB and Wme1y 7.IC»8,loud�d sIDd WiE4�t+ama by rise oattregr,srloaee sd&=@ in 66 usattoss somet N000lm"ssaebasd"ome,with ' Qotlw.►w OovleN�N'!f io Bsilswbo�dssa.'baa peessisaa: the Ka4 wl0t tbos bon? tbst�m,stood fa DouW le in Oto I7omty ofBamAWo and Camessswad6h ems,6eamdad aed disrea'bed ss foAovwa: SOUTMEAgnm Y byllsoliosofTaasyRoad,siot tloee( IPS; NCR7ERASTMY by Lot 11,am batched hM and MOO(MSG) SOi]i88AS1TdRX.Y by&pad=dlodtovorh=mdyotH=veW. Yubomos.sboat fos beadmd Zwasty-Sve(4Z5) . i Y by!'olF�aaB+�Y:�d i � Y � � ANs SM-INW8SURL.Y by Lat<13,about twee httadned ei&W$ve(s8S) - hat. 1 O Ali afesid baosudsdeR�oept 3uwaarrl'me„att:delam5sad iry9re Caar[tobs lor�Led st abanva �3( =r a1 vivloo plan l l2WD dosed IM dsWII by W1dcoy a Dung amvqm=d ®adiatbs7Jaadlts�gico O�CC1t�orti0a.i txipy OfM�11d131;5bdiaHts�otablsCaimay 4 RqjdwofD+edsis LoadReboot Book 4A FaRa 115 wigs Cst colt o vift Na 57735 R and paid loud is dt- domm as l&LIZ Thus is Wwbualb sold loadthebenefitaf*ooftseeft&inDaettmese'No.M706sofm i pa � o the ssms is.toow is t8soe tad app>kmbla. Saw is er+bjoet!Alba pcsaoed is as asesn�givao tlm Psgltmd'Y'depbame dt , T'daptaph CoopmW sR v4 dosed]hens 2,1976 b*g Domna t No.201Li01. ! For Grea os'i We see dasd tided Numb 2$2004ad Mai not Dommew Nob 962^whb Cubfiedsof'IideNm 1725n r RtancMW=dlWraeal mi. L5' doyof Moy,2005. ` sr- £ 4WZA pod 8.omf er.MINd J D.xiO4 monsow . . CDdNlOff�IEAL,7d OP��4 Caa�yaf Baoosti>ble,em. Bdsy�,200s. OnQh.2 _dMYofW,2W%boom mR the undersipwedootwypablia,parr :••••� LagAW%=provedmmothtos&%modcIb E wervidoaeoofidaod6csllto w",vatetimer DAvves Lusnees to baths psssoa wboss a do a on the or snodr d dommmusi and atdosowtsdsedunm: h**Wdmsigma faruYcW"ho .: . of�Y.swsrJaa � . Z•d dib = LT 5D Ba des i 09/28/2005 15:37 FAX 5086981504 IFP EXECUTIVE OFFICES Q 003 VIP.z 0 f LAi10 COIRTLbTR a was 05-21-2005 4 02146pe \ •....... __ ill! Doefs 1002881 ea 69,W9.00 Caw $2,450,000.00 A�1161.8 CQ1N11T EXCISE TAX ABLE LAUD COURT REGISTRY Date- 05-27-g9t1`S a OD4&m 4208t Mot 1821! 0001 Feet 051=6.00 Coats $21430.000.00 20 �9 5' S' 13AFWSTABLE COUNTY REGISTRY OF REEDS A TRUE COPY,ATTEST g•d Eflo :11 SO 92 cla5 Town of Barnstable 1 , Regulatory Ser4ces w Thomas F.dealer,Alt�eetor s67r° Building Division Tom Percy, Bnu ing Commbdoner 200 Maas Street„ HYanals,MA 02601 www.t9wn.barnKab1&=.ns Offico: 508-8624038 Fax: 508-790-6230 Property Omer Must Complete and Sign This Section If Using A BuUdet as OWnet of tlao Subject psopetty hereby authotize c c(. J L Ld—I O-n C to act on my beW& in an waiters relative to work authorized by 631s buffing permit application for. U Tres Oad 00 fu I G� (A s of job) Daft a 2,W5 Dan ICI Xra- Priest Name 1ZFOFJM;O KBkritRtrIIS CN r SEP-30-2005 FRI 10:45 AM KEYSPAN ENERGY FAX N0, 508 394 5019 P. 02 KeySpen Energy Oetivery �( 127 Whites al hates P It� EK t) ie�y 1 South Yarmouth,MA 02664 f i September 30,2005 To wham it may coaceill: Re: 98 Tmccy Rd, Cotctit 'Phis letter is to eoliCrm that we cut and cappml the gas service at the gate box and iota to the above referenced property. rcmaved the n If you should have any questions, T can be contacted directly at 508-760-7481. Sincerely, Saszan McMullin Construction Coordinator Cape Division 3 10/03/2005 MON 10:04 FAX NSTAR f@ 002/002 r One NSTAR Way.Westwood.Massachusetts 02030-SM RL EC TRIC GA S October 3, 2005 �.. Dan Kraft 66 Montrose St. newton, MA 02AS8 Dear Mr. Krafl~i: This letter will serve as confirmation that the elcctric service at 98 Tracey Rd. Cotuit, MA.Has been removed as of October 3,2005. Based on this information,there is no electric power to this building and you may proceed with the demolition. If you have any questions,please contact me at(781)4.41-3392 mcerely yours, Linda Bishop New Connections Office 09/25/2005 23:46 15084287517. COTUIT WATER DEPT PAGE 01 COtuit ,f trt 00trtEt carInattr 3otpartmtm tg=6 4300 F'ALMOUTH ROAD, P.O. BOX 451 u COTUIT, MASS. 02635 PHONE (506) 428-2687 FAX (508) 428-7517 October 3,2005 LeBlanc Builders PO Boas 414 Waquoit,MA. 02536 RE: 98 Tracy Road-KRAFT Dear Sirs: This letter confirms that the water at 98 Tracy Road in Cotuit, has been WMed off and the meter has been disconnected. Tease contact us at 428-2687 the morning of the demolition so we can remove water service zmateriais from the site before demolition begins. Sincerely Sheri Leavenworth Business Manager G f J te er 28 2005 Se mb ffective Date: P 'WesternSure om an p y ' . F J R 9 G LICENSE AND PERMIT BOND I d F KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 69982311 U Thatwe, LeBlanc Builders Co. , Inc. f tl 9 fi of the Town of Marstons Mills State of Massachusetts , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massa_c_husetts_.•____ _ ____.___, as Sur._etv,.a.re_:h.eld.-and firmly bound unto the_ Town of Barnstable State of Massachusetts , as Obligee, in the penal sum of One Thousand and 00/100 _ DOLLARS lawful money of the united States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed General Contractor by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until September 2 8 t h 2006 unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail Ito the Obligee and to the Principal at the address last known to the Surety, and at the expiration d of thin a s from the mailing of said notice, this bond shall ipso facto terminate and the Surety ahal�zlceitekpan l;, rlieved from any liability for any acts or omissions of the-Principal subsequent to said �" :' aat x•°R a e 'o Ae number of years this bond shall continue in force, the number of claims made this�bondhe number of premiums which shall be payable or paid, the Surety's total limit of F Ifittfity s p1l not be iulative from year to year or period to period, and in no event shall the Surety's total liility do 'alais exceed the amount set forth above. Any revision of the bond amount shall not be cu�>t .... , Dated tKis 29th day of September 2005 6 F f I G LEBLANC UI ER CO. , INC. G F f Principal � J r• F Principal ' I „ J F Countersigned (where required) W E S T E S U R E T COMPANY F I BY — By— Resident Agent Paul T.Bruflat, Se for Vice President r Form 532-5-2002 " F 9 r ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA SS (Corporate Officer) COUNTY OF MINNEHAHA ' t On this 29th day of September 2005 before me, the undersigned officer, personally appeared Paul T.>Bruflat -• ,-who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do,executed the foregoing instrument for the purposes therein contained, by signing the;name of;the-corporation byhimself as such officer. ,;JN WITNESS WHEREOF,I have"'hereunto"set'my hand and official seal." _.A / {y9^♦b4b4q'etibgh444444444tih♦s} �> \ '`'f. i' '.y ,j .,. - . .. •.y. a D. KRELL 8 ^ NOTARY PUBLIC ^ r s SEAL SOUTH DAKOTA SEAL r 8 Notary Public—South Dakota 4ti,�byreba�,gaatiyr.b�aar9ySaa ,, - . s - • 'r " My Commission Expires November 30,2006 ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) STATE OF COUNTY OF On this day of t'' ,before me personally appeared knows:to me to be the individual: described in.and who executed the' oregoing instrument and..acknowledged.to me- that he executed the same. My commission expires Notary Public L '?•.!' A'r ;}:1j J'�� In_ ;t=, !it IV S'it5 3,?x;� ''�, `"tr ;3 X�P. t ;�r* i, all o. a�' ii °; � :�-,, .3 .� ✓ i Y� :., c' �:. 7x ACKNOWLEDGMENT OF PRINCIPAL , { t'3r 4 . r*• -r. .r 7 4, " (Corporate Officer) STATE OF COUNTY OF , ss r , On this ' "day of "'```' '�'` ''" ,before me personally appeared who acknowledged himself/herself to be the of a corporation; and that-he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires — - _ � ..., yea-- ., -- Notary Public A-t.,O - __(, zr'D A t r.i:L '+ ^; tt .? f�,. �S - �. z.. tr rFf:t h \x '•'3. f wL� �. ""` is Z ,�"{U1�S` t,t`.C'{�`u,.� '�:�,�.��..�. F�-i r.'!' L :r•� .�+i ,�Ya.. .. Lr ;7;';� � r��, nE: ♦,_ . L (1) W Z ; o o a I o . ,• ,i We§tern* Surety Company POWER OF ATTORNEY .i� Cl. i :a :A_ r: r.n, 'C r.,e KNOW ALL MEN BY THESE PRESENTS. ' ' <. '= +� ._� ef.t ,r That WESTERN SURETY COMPANY, a corporation organized and existing under the:laws-of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico,New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah; Vermont,-Virginia, Washington, West Virginia, Wisconsin,Wyoming,and the United States of America, does hereby make„constitute and appoint Paul 1. 6runat of _ Sioux Fai''s State of South Dakota its regularly elected Senior Vice President as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed, all of the following classes of documents to-wit: Indemnity, Surety and Undertakings that may be desired by coriLract, or may be given in any action or proceeding in any court of law or equity, polli� y c�esic� mnitying employers against loss or damage caused by the misconduct of their employees; official, bail, and surety and fidelity�l�onds �tntd,'d" y in all cases where indemnity may be lawfully given; and with full power and authority to execute consents and waived t odifyor,c_QyP or extend any bond or document executed for this Company,and to compromise and settle any and all claims or de ad° 9 sf`.-. jainst said Company. puU a rn Surety mfraY further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Cqm Any duly adopted ara qw in force,to-wit: ueCtjon zf I bo'FS policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the co ro� e.of• pany by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by:such other. officers��s t �Beard� f' irectors may authorize. The President, any Vice President, Secretary, any.Assistant Secretary, or the Treasurer. m oin' tt` s-in-Fact or agents who shall have authority ty to issue bonds, policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Senior Vice President with the corporate seal affixed this 29th day of September 2005 ATTEST WEST N URETY OMPANY By T Assistant Secretary Paul T.Bruflat,fenior Vice President STATE OF SOUTH DAKOTA a ss COUNTY OF MINNEHAHA On this •29th day of Septerriber.' 2005; before me a Notary Public,,personally appeared Paul T. Bruflat - and L. Nelson who, being by m'e duly, sworn, acknowledged that they signed the above Power of Attorney as Senior.Vice President and'Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be, the voluntary,act and deed of said Corporation. a S�ihy�i�i�i5yyhhhy�iyyhyh�h�i4h S 7 + 14 s D. KRELL s S L NOTARY PUBLIC S^FJ1L - SOUTH DAKOTA s +y5hyyhh�shh4yh�andi�sy�i�ah�ih+ - My Commission Expires November 30,2006 i < Notary Public o7� Form F1975-4-2002 ��' PROJECT- NAME: -"'`d ee� u c ADDRESS: PERMIT# PERMIT DATE: C M/P: ODD LARGE ROLLED PLANTS ARE IN: BOX SLOT Data entered in MAPS program on: I BY: _ I� q/wpfiles/forms/archive °FIHEr° 'The Town of Barnstable BARE. : MASS. DepartmentY of Health Safety and Environmental Services 9 �!. i639' ♦0 A,Fo MPS Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection �� — +� G� �.4/e/2 I XqZE l�uf E Location W 7I c e5t /�� ' f, Permit Number Owner -�)*vim e .6(Jos,yA Ifx#9t r Builder GE 6l.n" One notice to remain on job site,one notice on file in Building Department. 2-el The following items need correcting: OA) I I L L Sr&C-L { /A Rt►�iv u gG Tce�� Zu,-n/3G 4 66g-- ' /,v 7"- � ��ucr�crLE r 01 C 6 r'�v�-c��c � Cam- L ifG �G19GL d1iiC dJT A/3 �-E I �"1 GtJ r N.�c--�c�s �yA S Gt 1'�/'6 G{ T'/�fJ G- /°oS-rs�5�u.ZS 5 ✓�oz.t�l ( S ) F-RE R66ck- W Cr-/LINFs- (b WM- A 13or �U r ass i ac - Gp-aGr: )-bs . �Vt�GC— Ll�s(4-c, ra tF et//'E AP7-K U P_07F(,I NF/c CY6/A)6--ZAI /Uw I N6- PGA► Y -s ��C� � /'�L�h,� /WC� Sce��c �, c tau r o L 0� �33 Please call: 508-862-_409-for re-inspection. V - Inspected by - i Date e _ f °FQHErti The Town of Barnstable BAR E.1A11 a` Department of Health Safety and Environmental Services MASS. 7� 63q. `0m prEOIMA Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection v,14 6 Location Permit Number %5 3 Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: D1 A nch-r 1AS 4 �. 5D G(PJ nA -40-1\ •—tz�- o n Cev 'JV C.w1R 3669 1 u 10 1-!03'/ Please call: 508-862-4*`3t for re-inspection. Inspected byY- Date 1 °FINEr°w The Town of Barnstable 9BA LE,MASS. 9" Department of Health Safety and Environmental Services MASS. 0 �p 1639. - TEo MAC a Building Division -r 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection 13 Ff/V Location �d `T,kt-c c---c- p?-1, - Permit Number Owner V1---(= 7' Builder Fria c_ 0 One notice to remain on job site,one notice on file in Building Department. The following items need y� co.rrrecting: �/9 . NAn,- A�RA &O-C--?� FrZ C CUFF CVL�C��C�m Chi• �/ I n33 Please call: 508-862*0-384or re-inspection. Inspected by Date COAd 06 FOLEY �.. . HOAG LLP ATTORNEYS AT LAW David B.Ellis Boston Office ��So 61617.832.1119 July 23, 2003 dellis@foleyhoag.com Building Inspector Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Lot 13, Tracey Road, Cotuit Dear Sir: I represent the owner of Lot 12 (98) Tracey Road, Cotuit, Berenice C. Ellis. In the event that an application for a building permit is filed by the owner of Lot 13,please notify us at the following addresses: 1. Berenice C. Ellis 79 Florence Street, Unit 410S Chestnut Hill, MA 02467 2. David B. Ellis, Esquire Foley Hoag 155 Seaport Boulevard Boston, MA 02110 Sincerely yours, David B. Ellis DBE:noc 19/422080.1 BOSTON / 155 Seaport Boulevard / Boston, Massachusetts 02210 / TEL: 617..832.1000 / FAX: 617.832.7000 WASHINGTON,DC / 1747 Pennsylvania Ave.,NW / Suite 1200/ Washington,OC 20006 / TEL:202.223.1200 / FAX:202.785.6687 Foley Hoag uP www.foleyhoag.com �T'�`� ►2� ��-� �-� �� , . 1�� ©cZi6��'aA-c.L� � Qt� �1-�� rZ��.�N� Z \ -� � 1®�� -�� BUIILEB[iNC D.FRS MIZVC. _ -- ------- Barnstable Building Department Attention: Bob May 4,2006 Re: Kraft Permit application- Garage 98 Tracey Road Cotuit,MA Dear Bob, Per our conversation on Wednesday May P. We are eliminating any possibility of a kitchen in the 2 nd floor of the garage and enclosed are 5 revised copies of the floor plan. If any further information is needed please give us a call. Thank You. Sincerely, Michael L LeBlanc LeBlanc Builders, Inc. 4r,14 LEBLANC BUILDERS COMPANY,INC • PO BOX 414•WAQUOIT,MA•02536• (508)420-9838 fax(508)420-9882 I TOWN OF BARNSTABLE BUILDING PERMIT APPLiCATJON TA 2 Map UU, Parcel Application C) 1 Health Division ' - 'Date Issued Z�l� Conservation Division Application e�^ �_ tU 3 Planning Dept. s ; ti f , Permit Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village 'r Owner T)4d Iec- �-W efj 0 Y & Address G Telephone Sad 2� 1�`f-i 0 - a H A- Permit Request (,ccs ' a C—f1_ , i W c� S ',--T-3 6 f- 6A Gc-f- 4-C-C_es5 S i��5 ' ` x Cam` �4 rA - Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 000 construction Type _rkrL c-7`-- Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structur Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Ful ❑ rawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current-Use- _ _ e., _ _ Proposed-Use - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name [�� e.J��/ d� ''• y am Telephone Number �y0 S'3 I y a Address P. License #4, ; �-5 A- Home Improvement Contractor# /"7 Zt. I Email C APC-PA-fLt Nce2l o Yf t-96v, -Worker's s Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE q/ FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL _GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ?Tie Comrtron7vealth of-Massachusetts -Massachusetts Dgiara ent o,f 1nd=&ia!Acciderds Office o,f,Frnfs'hgahoru 600 Washutgion Street y. Bostony AA 0ZIII ; n.,Ptn:rutasmgt71°1dia Workers' Campensation Insurance Affidavit.Builders/CnntracturslElectr cians/Plumbers APPUcaut Infor atian Please Print LeEibty Nstae. ss rganQatio dual} C �.✓-= `f'k(!4_7 x ' d/ (L= Acidness: City/State./: �/ rD� A Phone� S`_3 /� 7 v A,r�e YG employer?Check the appropriate box: ' Type of project(required): 1.[I am a employer with. Z--_4 4. ❑I am a general contractor and I 6. ❑New construction employees(full anNor part-time).* have Nred.the sub-contractors 2.❑ I am a sole proprietor or partner- ated on the attached sheet:. 7. ❑Remodeling ship and have no employees. Thest smb-contrac#ors have g.,❑Demolition vvorli-tngcapacity- employees and have wodDers' for me in any 9. ❑Building addition [No vvor�' comp.insurance _ corolQ-snsurance.1 required-] 5. ❑ We are a corporation and its 1 .❑Electrical repairs or additions 3.❑ I am.a homeovs=ner doing all, rork officers have exercised their 1L❑Plumbingrepairs or additions myself-[No workers'camp_ fis;ht of exemption per MGL 12.❑Roof repairs insurance required.]F c.152, §1(4k and we have no 13 employees.[No workers' er conxp.insurance required_] 'Any appBcsotfstchedmbox91nms#also fill out the section below showing fliekwoskeis'compensationpolicyinfneaadoo. T Romeownem who submit this afiidat*indicating they are dGmg all waah sad t5eahim outside contractorsmost submit a new affidavit indicating such toontiactoas that check ibis boat must attached ot additional sheet showing the name of the sub-con tsctaQs and state whether or not those entities ham employees.I€thesub-cons gonhave employees,they imtstprovide their workers'comp.palicg number. I ant an ettip1gvi,that,ispm dingy itforkers'congwisalion hisrrrance,for my amph;yees Re1ow is fiiep Hc.y and1o,b sure information Insurance Company Nmie: Policy 44 or 'If-ins.L.ic. li�piration Date: Job Site Address: ��/ , Ctty/Stafel,'i tp: Co(Z I f 1-4 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.andror one-year imprisonment as well as chril penalties in the form of a STOP WORK ORDER and a fine of up to WO-00 a day against the-violator. Be adtdsed that a copy of this statement maybe forwarded to the Office of Investigations ofthe DIA for insurance covera;e vrerffication- I ri`a/toughy cgtftfi,riatd e 'is and tuba afpet ttr}�that the itc,farrrxa#init ptm t d a¢b7TT tmid trot[ Si : Date: O Phone Df)acial U:a arllj. Do not write in this area,tra be completed by tit} artoom o Ciat City or Toss.: Permit/IAeense# Issuing Authority(circle one): 1.Board of Health 3.Budding Department 3.CitylTown Clerk 4:Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts Geheal Laws chapter 152 requires all employers to provide wolers'compensation for their employees. Parmmotti)this stye,an eu pinyee is defined as."—every person in the service of another under any contract of hu-e, express or i33plied,oral or written.." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a Joint enterpnsa,and including the Iegal representatives of a deceased employes,or the receiver or trnstee of an mdividnal,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartmeais and who resides therein,or the occupant of the - d eDin house e � horse of another who employs es-sons to do mai�ance,construction or repay work on such w g dw llmg � P or on the grounds or brn7dmg appurtenant thereto shallnot because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also stains that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings not the commonwealth for any applicant who has not produmd.acceptable evidence of compliance with the hism-an ce.coverage required-" Additionally,MCrL chapter 152, §25C(7)states"Neither the commonwealth nor;�qy of its political subdivisions shall enter into any contract for the performance ofpublie work unto acceptable evidence of compliance with the insurance.. ter have been resented to the contracting aafh.o ' " req�renients of this chap p �g �y- Applicants , Please fill out the woIkers'compensation affidavit completely,by checl®g me boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), addresses)and phone number(s)along with their cerffficate(s) of incrrrance_ Lire t Liability Companies(LLC)or Limited LiabilityPartamships(LLP)withno employees other than the members or partners,are not rbquired to carry workers' compensation iasmance. If an LLC or LLP does have employees,a policy is regnued. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confnmation of m saran ce coverage. Also be sure to sign and date the affidavit. The affidavit should be retvmed to the city or town that the application for the permit or license is being requested,not the Departuamf of Ladnt strial Accidents. Should you have any questions rega-ding the law or if you are required to obtain a workers' compensation policy,please call the Department at tha number listed below. Self-insured comp hies should enter their self-fi suran ce license number on the appropriate line. City or Town Officials ' t _ Please be sore that the affidavit is complete and printrd legibly. The,Depa:dment has provided a space at foie bottom of thr-affidavit for you to fill out in.the event the Office of Investigations has to contact you regarding the applicant_ Please be sure to fill in the per it licrose number which will be used as a reference number. In addition, an applicant that must submit multiple penmit/hu se applications m any given year,need only submit one affidavit indiratng current policy information Cif necessary)and under"Job Site Admiress"the applicant should write"alllocations in (may or town)-- A copy of the-aff davit that has been officially stamped or marred by Ahe city or town maybe provided to the applicant as 'proof that a valid affidavit is on file for future PCTM fS or licenses A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not relatffd to any business or commercial ventare (ie. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would ae,to thank you i a advance for your cooperation and should you have any questions, -please-do The Department's address,telephone and fax number. -fie f o.=M wea&of Massac3 us-t-,� Df-paziment off l'Ldustdal Aociden.ts� Qf Jaceof�Mve&tikatio= Bastoia=MA GI l I Tf,-L 4 617 727-4900 Qxt 406 or I9 MAC Fax##617-727 7749 Revised 424-07 .m -g0 WW _�r�a AWC Guide to Wood Construcdou in Higlt lend Areas: 110 utph Wind Zone Massachusetts Checklist for Compliance(790 CIiR5301.L1.1)t Loadbeadng Wail Connections Lateral(no.of 16d common nails)............._........:.--- .(Tables 7).... .................................... Non-Wadbearing Wall Connections Lateral(no.of 16d common Haiisj......._..__......._...----(Table B).._...:..:_..._........._......................r. r Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ....................... .............(Table 9).................................._ft_in.s 11' Sid Plate Spans -_-........._.........__........._...._......._.(fable 9).............._....._..........._ft_in,s 11' Full Height Studs (no.ofstuds).:........._._.._._..:_......(Table 9)..........._._.._._................ _.... _.. Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans........................... 9)...................:.......... _ft in.s 17 Sill Plate Spans........._............. ............(fable 9)........_......................._ft_In.51r Fun Height Studs(no.of studs).._ .(Table 9)........_........_. __ ...... Exterior Wall Sheathing to Resist Uplift and Shear Simuftaneously4. - Minimum Building'Dimension,W Nominal Height of Tallest OpeningZ ............................:............................. _.�..._.. - Sheathing Type...............__.._....._._....._.....(Hots 4):,.................................................. Edge Nail Spacing------------------ (fable 10 or note 4 if less)............._._...._ in.. ' Feld Nail Spacing, ........_.. ._.- •---_....(fable 10)......... ._. ..._..:........ in. Shear Connection(no.of 16d common nails)(Table 10)... _ ._._..................................... Percent Full-Height Sheathing.—_:._.......:--.(Table 10).-______--__--_---_---_-------__--_-_--_-_.__--_96 5%Additional Sheathing for Wall with Opening>6'B'(Design Concepts).____.... Maximum Building Dimension,L Nominal Height of Tallest Openine........................................................... SheathingType..._-----....._.........._........ .(note 4)..................._.__............. .......... Edge Nail Spacing..........._..............:...._.__..(Table 11 or note 4 if less)........................ FeldNail Spacing.----_.._.................:..._......(Table 11)........_......._........_-,............... in. Shear Connection(no-of 16d common nails)(fable 11)..... ..... ..._...:._. .......... Percent Full--Height Sheathing...__w_....._....(Table 11).--...._._..._...... .._...._..:.._._. _Yo 5%Additional Sheathing for Wall with Opening.>6'8'(Design Concepts)..--__-.~.__..... Wall Cladding Ratedfor Wind Speed?....... ...................._-.......--....._....._.........__...--. -------,.__.._......._._._._...__._ 5.1 ROOFS Roof framing member spans checked?........._....__.....(For Ratters use AWC Span Tool,see BBRS Website) . Roof Overhang .................................................(Figure 19) .. ... _ff.-5 smaller of 2'-or U3 Truss or Rafter Connections at Loadbearing Walls ; Proprietary Connectors Upldt...._......_........_......... ._..:._...(Table 12)....................:........................U= pff Lateral. ..----.....w_...._.-•__-_.... , .(Table 12).... _ ._.._ .... .. ..__..L= Pf Shear.............................. ..........(Table 12).............. ............_.. -.S= Plf Ridge Strap Connections,If collar ties not lised per page 21... (Table 13)............................T= plf Gable Rake Outiooker_......................................_.(Figure 20)........ ft s smaller of 2'or LIZ Truss or RafterConneLfions at Non-Loadbearing Walls' Proprietary Connectors Uplift_....._:.:........................._......(Table 14)-__..::......_............_..........._U= lb. Lateral no.of 16d common nails ... able 14).......................................L= . lb. Roof Sheathing Type................. 780 CMR Chapters 58 and 59)............ Roof Sheathing Thickness.............:...........____..... ............_._..........................—in.z 7/16'WSP Roof Sheathing Fastening_--------------__----. .... :(Table 2)_................ ..........._........ _ Notes: •1. . This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR•530121.1 Item 1. If the checklist is met In Its entirety then_ the following metal straps and hold downs are not required per the WFCM 11a mph Guide: a. Steel Straps per Figure 5 b. 2b Gage Soaps per Figure 11 c- Uplift Straps per Figure 14 ' d- All Straps per Figure 17 e- Comer Stud Hold Downs per Figure 1 Ba and Figure 18b 2 Exception:Opening heights of up to 8 f.shall be permitted when 5%is added to the percent fine-height.sheathing - rsquirenients sh6wn In Tables 10 and 11. - 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 1 A FYC'Guide to Wood Canstrccctiorr ire High end Areas:110 niph If Zane Massachusetts Checklist for Compliance(rso cis-rRs3oi:2.l.i)' C1 Ce=k . CompGan= 1.1 SCOPE WindSpeed(3-sec.gust)..».............._............._....._...»....»-..»....».»............................,............110 mph WindExposure Category................................._»»-.......-.............................».....................:.._...........:._B Wind Exposure Category................EnginwAng,11equired For Entire Project.......................................0 12 APPLICABiLrtY Number of Stories(a roof which exceeds 8 In 12 siope shall be considered a story) stories 5 2 stories Roof Pitch ...»(Fig 2 ....................... 512.12 MeanRoof Height•»...................._............_.......».».»..-{Fig 2)_...._.......»......._..................»._ 5 ft '33' Building Width,W_......_...»».._...»..........»..._.._...»...._»:..(Fig 3)_.._...... ...»..:._..............»_:._._ft 5 W Building Length,L .:........_.._.-...._.........-.........._.V.. .-(Fig 3)....... ............... .._-------------- ..:_» 'ft.5 so" Building Aspect Ratio ..(Fig4 Nominal Height of Tallest Openfng2 ............. _...+; ._..�_..(Fig 4)_.._...._.__......................... • 13 FRAMING CONNECTIONS General compliance with framing oonnections..................gable 2).........._........._................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrtt�.....................................................:.......................................................................... ConcreteMasonry. ...._...._._.__..__.».... _.....................__»......_......»........................................ 22 ANCHORAGE TO FOUNDATIONr� 5/8-Anchor Boksdmbedded or 5/8-Proprietary Mechanical Anchors as an alternative in concrete only Soft Spacing-general......................... ........._(Table 4)..........._......_..........._...._..�... in. . Bolt Spacing from endroint of plate............»....»_..._..(Fig 5).- ».._... ..................... in.5 6--12 Bolt Embedment-concrete.»......._.. .»...»..»... ......._...(Fig 5).....»_.........._......:.-....:........... in.z 7- Solt Embedment-masonry.................................-(Fig 5)__....._.r.............................. in.2t15" PlateWasher..:....._........».»...._....»._-......._..............(Fig 5)..»....-..-.............................z 3"x 3'x YAW 3.1 FLOORS F1oor•framing member spans checked ...»...._...................(per 7B0 CMR Chapter 55).......... Maximum Floor Opening Dimension_............._..__....._..(Fig 6).. -.. ......................% ............ ft s 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..:................ .... ......... Mhdrndm Floor Joist Setbacks Supporting Loadbearing Waifs or Shearwafl...._........»(Fig 7).................... »......_.._.._......._ ft 5 d Maximum Cantilevered Floor Joists T Supporting Loadbearing Waffs•or Sheanwall_............_(Fig a)___.......................... ........... —ft s d FioorB.acing at Endwafls.........._.............._._.................__(Fig 9)_._...._.._.._........._..._----......_.. ...._...._. Floor Sheathing Type ._.................._...._.__ ..........-(per 780 CMR Chapter 55).................... Floor Sheathing Thickness......._...._. - ._.._......_...._: -•..._(per 780 CMR Chapter 55). .............. in. ..... .... .. Floor Sheathing Fastening........................_....................(1 able 2)» d nails at in edge/—in field --4.1_=WALLS- -_—.--=-- -=-- -- - - - -�----- ----�-------- _--------.___--------- Wag Height - - I.oadbearing wails.-.--." ............. ......._.(Fig 10 and Table 5)............_............. ft 510' Non-Loadbearing walls__ .....................................(Fig 10 and Table 5)....0................ ft'S 2(r Wall Stud Spacing .......».. .............:........_.............._.»(Fig 10 and Table 5)................._in.<_24'o.c. Wag Story offsets ....._...»..........»............................:..(Figs 7&8)_....................................... ft 5 d 4.2 OCfERlm WALLS' Wood Studs LoadbeariAg walle....:..............._................._._.._......(Table 5)........_........._......-.2)c --ft—in. Non-Loadbearing walls :(Table 5)._.......................... 2x Gable End Wall Bra Ing Fug Height Endwaif Studs...---...._....._»......_._.._..._».(Fig.10)»........_........................._._........... WSP-Atiic Floor Length._-»-._..:»-..-_-..»»»-_....(Fig 11)---.....».......».:_._..........» ft 2:W/3 'Gypsum Celing Length(rf WSP not used)....:.»..........:Fig 11) ft z 0.9W - and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c.»(Fig 11 j._..:»...................:...._......__....._.._r.._ or 1 x 3 ceiMg furring strips @ 16'spacing min.wilh 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate - Spke Length ..»........_:»:..........»..»...._..».....»..(Fig 13 and Table 6)......................... ft Splice Connection(no.of 16d common nails)..»...._....(Table 6)...».................................y._.-».... i AWC Grcide to Wood Construction in High IindAreas: 110 mph Frisd Zone Massachusetts Checklist for Compliance(790 CIAR 53011J.I)' 4. ' t a From Tables 10 and 11 and location of wall sheathing and Bulling Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b., Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: I. . Panels shall be Installed with strength axis parallel to studs. IL All horizontal joints shall occur over and be nailed to framing. fiL On single story construction,panels shall be attached to bottom plates and top member of the double top plate. , iv. On two story construction, upper panels shall be attached to the top.member of the upper double top late and to band joist at bottom of panel.Upper attachment of lower panel shall be made to- p ) p pp p !I m band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nall spacing at'double top plates,band joists,and girders shall be a double row of 8d staggered at 3 Inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection:a)new house or horizontal addition—required if project Is 1 mile or closer to shore(generally,south of Rte.28 or north of Rte.6) b)vertical addition—not required unless there is extenshre renovation to the first'fioor c)replacement ieriridows—needs energy conservation compliance only(chap 93) 8.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. i -• .. YVF�ITHSED[�FIFSESON • r .. UmAd • 'AT6�at ill 11 [1, • AL i !i t a ; 1,. z l a p i) tJ � [ 1 1 FRAAIrNiaM � •'�I li 1 'l. 9 t - IL u u� ii c07U&f6GE+ lTl[ 141 STR� 3'MMi NAIt,S?ACinIG p — WA&PATTEM � P01121- x FAMMEWE Lr1 001A®-flMA1LIDGESPACMMAL See Detail on Next Page Vertical and Horizontal Nailing. Detail • for Panel Attachment Vertical and Horizontal Nailing for Panel Attachment Toni of Barnstable Regulatory Services Thomas F.Gea7er,Director Building Division Tom Perry,Building Commissioner 200 Main Strmt Hyannis,MA 02601 www-town.barnstable.ma.us Office: 508-862438 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder is [ ,as Owner of the Mu ect•p openy hereby authorize , Marc/1 Q__ C•/�X''�C to att on my behaEf, in all man=n'latin to work authorized by this buMng permit application for. (Address of Job) i 5 of D Print Name If Property Owner is applying for permit please complete.the Homeowners License Exemption Form on the revei$e side. D e c. 8, 2015 10:34AM No..1944 P. 1 AC V - CERTIFICATE OF LIABILITY INSURANCE DATE(IAWDD!rM) �� 8/13/2015 THIS CERTIFICATE 15 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($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT, If the certificate holder Is an ADDITIONAL INSURED,the pollcy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the Policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Norah Mccormick Taaquoit Insurance Agency PHONE (508)540-1919 FAx ,(500)437-1469 516 Waquoit Highway E4AADDRESS nmccormick0mccormickineurance.com INSU ATTORDINGCOVERAGE MAW# Waquoit: b1A 02536 INSURERA A,tlantiC SPOCiality Insurance INSURED INSURERS:The Hartford Vnder ritera Ins. Cape »Qarine Contracting, DBA: Thomas X Doyle dba INSURERC: P. 0. Box 297 INSURER D r INSUFBI E: Foreatdale MA 02644 INsuRFIrP: COVERAGES CERTIFICATE NUMBER:CL3,581302408 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOb INDICATED. NOTWTHSTANDiNG ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO V"CH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. GISR ADDL SUBR POLICY EFF POLICY EV LTR TYPE OF INSURANCE POLICY NUMBER MIYD LIMITS X COMM ERCIAL GENERAL LIABILITY EACH OCCURRENCE g 1,000,000 A CLAIMS'MADE f OCCUR PREMM E $ 50,000 BBJR52481 10/3/2015 10/3/2016 WD W(Any— rsaa„ $ 5,000 PERSONAL&ADV INJURY $ GEN'L AGGREGATE Mir APPLIES PER: GENERAL AGGREGATE $ 2,000,OOO R POLICY❑jo FILOC PRODUCTS-COMPITIPAGO $ 11000,000 OTHER $' AUTOMOBILE UABILPIY t N L rr s ANY AUTO BODILY INJURY(Per person) i AUALL OMED SCHEDULED BODILY INJURY(Per Kddent) s TOS AUTOS HIRED AUTOS AUTOS® Perr aPwWa 8 $ UMBRELLA LIA13 OCCUR EACH OCCURRENCE $ EXCESS LIA12 H=1108-10ADE, AGGREGATE $ DID 1 1 RETENTION 6 4 WORKERS COMPENSATION OTH- AND EMPLOYERS'LL10LJTY R ANY PROPRIETORPARTNERIE)MOUTIVE Yl❑N$ NIA 1 Ik EACH ACCIDENT $ 100,000 OWCERIMEMBER EXCLUDED'! (MmWatory In NH) 6s 0u=160D4215 4/17/2015 4/17/2016 E.L.DISEASE-EA EMP LOYEd f 100,000 ayes descr��ggulyder OEbLR[PYION OP OPERATIONS balew E.L.DISEASE-POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONS f LOCATIONS 1VEMCLES(ACORD 101,Addltlonal Remarks 9dredule. be affacI+ed if more spore is regldredj CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES OP.CANCELLED BEFORE Daniel, fCraft THE EXPIRATION DATE THERL-OF, NOTICE WILL BE DMMRED IN 98 Tracy Road ACCOItpANCE WITH THE POLICY PROVI$IONS. Cotuit, MA AUTHORIZED REPRES6NTATI1l[: 0 1966 2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014104) The ACORD name and logo are registered marks of ACORD Office Of Consumer Affairs and Business Regulation 1-0 Park Plaza- Suite 5170 g Boston; -Massachusetts 02116 H_ ome Improvement Contractor Registration M ..-. -- - - - - r Registration: 178618 TYPe: DBA Expiration: Sf5J20isi Tr# 272784 CAPE ARIN�E CONTRACTING = KAREN DO`a'LE = _ P.O. BOX 297 = — FORESTDALE, MA 02644 Update Address and return card.141ark reason for change. SEA- " 2OM-05/11 _ Address _ Renewal _ Employment Lost.Card Office of Consumer affairs&Business Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: - Registration: 178618. Type: Offee of Consumer Affairs and Business Regulation Explrationt.::5/512(516 DBA iQ Park Plaza-Suited i0 CAPE MARINE CONTRACTING Boston. 02116 CAREN DOYLE 123 PIMLICO POND RD MASHPEE,MA 02649 rL�� Not va ithout sighature Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Home Improvement Contractor Registration k==-- =-- '- Registration: 178618 !w,= `� ` — . _ - / i Type: Individual r. ----' w� Expiration: 5/5/2016 Tr# 251605 KAREN JACKSON - DOYLE11 ^-��r n — KAREN DOYLE �- �;$( P.O. BOX 207 FORESTDALE MA 02644 _ +�^ V Update Address and return card.Mark reason for change. A, yy -- 0 Address Renewal Employment Ej Lost Card SCA 1 0 20M-05/11 .-_ _..-..-.`- - _.._ .._._.__� ..._�_�T—.. ,.. _ .-:,,_.._-----•—. _ ---. ..._-. __ .---�~- - --....---.....___,ram _ C�/ae�poryir��ao�acuea/ o�G/�cra�aclti�aet License or registration valid for individul use only Office of Consumer Affairs&Business Regulation OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Weigistration: 178618 Type: Office of Consumer Affairs and Business Regulation xpiration 5/5/2016 Individual 10 Park Plaza-Suite 5170 t 1� Boston,MA 02116 KAREN JACKSON OY DLE KAREN DOYLE 123 PIMLICO POND RD .r MASHPEE, MA 02649 Undersecretary Not vali si n Massachusetts - Department of P,ublic,Safety Board of Building Regulations.and Standards Construction Supen isor License CS-106523 { KAREN JACKSO$--D '•, - P.O.BOX 297 Forestdale MA 01644� Expiration j ?- Commissioner -10/12/2016 _I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map D Parcel4l) Application# ' Health.Division; Conservation Division Permit# Tax Collector Date Issued d Treasurer Application Fee ` Planning Dept. ' Permit Fee '�4 Date Definitive Plan Approved by Planning Board y Historic-OKH Preservation/Hyannis Project Street Address LraQ oOi f, ITJG( l Village 7— Owner i� o` © Address Telephone 9� 7 3© Permit Request 0,64644-9 vF Square feet: 1st floor:existing proposed �2n�floo existing proposed �0��° Total new Zoning District 0 Flood Plain Groundwater Overlay Project Valuation ��°d"f' ' Construction Type ��• '" " Lot Size 1` �' C Grandfathered: 0-Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi Family(#units) Age of Existing Structure Historic House: ❑Yes �Alo On Old King's Highway: ❑Yes �No Basement Type: ❑ Full Crawl 0 Walkout ❑Other W 14 A"le-VI Basement Finished Area(sq.ft.) / J)4� Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new 2— First Floor Room Count A �`-e Heat Type and Fuel: Gas ❑Oil ❑Electric ❑Other Central Air: Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes �No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Xnew size Shed:❑existing ❑new size Other: co�eu W44Kw/j rk aT Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 'No If yes, site plan review# Current Use Proposed Use �ii f BUILDER INFORMATION Name Lzala c—Bo t Id 4,6 Telephone Number $0K 1-120-9F3 Address c�OX y�y License# 05 of-7337 Ii1 agooi f ; Ma Q96-8(o Home Improvement Contractor# &4/ Worker's Compensation# WC•- L/9 06/G ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �� ya' . FOR OFFICIAL USE ONLY PERMIT,NO. DATE ISSUED MAP/PARCEL NO.. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATIOJ 2 Lao R* FRAME INSULATION f FIREPLACE ' 1 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING bo O 07 q mc-/-- DATE CLOSED OUT s ASSOCIATION PLAN NO. j i - °FINEr, Town of Barnstable ti Regulatory Services �saxigaBc.Eg Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-8624038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: /��G Estimated Cost 2 u D. Address of Work: l rQ 6f/j1 Owner's Name: Date of Application: G`'/"-' Zrc- to I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name Q:fomis:homeaffidav ,f RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Reslidential'Addition $ 50.00 Alterations/Renovations $ 50.00 Change of Contractor/Builder $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= -x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) l 3—7� square feet x$32/sq.ft.= `/ 0� x.0041= F ACCESSORY STRUCTURE>120 sq. ft. >120 sf-500 sf $ 35.00 >500 sf-750 sf. 50.00 >750 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.0041= STAND ALONE PERMITS 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 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Prajcost Rev:063004 i MC+R Apperuft, Table J=b(continued) Prescriptive Packages for One and Two-Family Residential Buildings Heated with Fossil Fuels MA3 MUM MINIMUM (;flaring Glaring Ceiling Wall Floor flu meat Slab Headog/Cooling Area'(V0) U-valuer R-value' R value' J R-value' Wall Perimeter Equipment Efficiency' Package R-value° R-value' 5"l to 6500 Heating Degree Days' Q 12% 0.40 38 13 19 10 6 Normal R 12% 0.52 30 19 19 10 6 Nomud S 12% 0.50 38 13 19 10 6 85 AFUE T 15% 0.36 38 13 25 N/A NIA Normal U 15% 0.46 38 19 l9 10 6 Normal V 15% 0.44 38 13 25 NIA NIA 85 AFUE W 15% 0.52 30 19 19 10 6 85 AFUE X 19% 0.32 38 13 25 N/A NIA Normal Y 19% 0.42 38 19 23 N/A N/A Normal Z 18% 0.42 38 13 19 10 6 90AFUE AA 13% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f9803O3a 780 CMR Appendix J - Footnotes to'Table J$.LM ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding 1.opaque doors)to the gross wall area,expressed as a percentage. Up to 1%.of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 W of glazing area. 'After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance,with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling,R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating,sheathing.(if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall. For example,an R-19 requirement could be met EITHER by R 19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement &scribed in Note b. 'The R-value requirements are for unheated slabs.-Add an additional R-2 for heated slabs. ' If the building utilizes eleetric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35.Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with average R-value �s great er than or equal to different insulation levels,the component complies if the area-weightedgr q nt. Glazing or door components comply if the area-weighted average U- the R-value requirement for that component. g P q P value of all windows or doors is Tess than or equal to the U-value requirement(0.35 for doors). 43 Pv�FIME, ti Town of Barnstable Regulatory Services vXs�i.E,� Thomas F. Geiler,Director �APeDNlf•'�L10 Building Division. Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable..ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder ..nn I, elf �k&EE-- , as Owner of the subject property hereby authorize 41C, to act on my behalf, in all matters relative to work authorized by this building permit application for: V (Address of J°b) iMae*"ef e 'D14N �I Nnt Name Q:FORMS:OWNERPERMISSION Town of Barnstable Regulatory Services ASL Thomas F.Geiler,Director °rEc 3 � Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: �1R Map/Parcel: r c® Project Address noTD Builder: CT, The following items were noted on reviewing: '7- ry�c��e�s -mod �9aci i2'Ee4 H'P-►� !S NET ��La�� . c.J/m KE t 7tQLT) �� [o `� �� `i p�I• o—Lc['�C�-dL1 Reviewed by: Date: D Q:Fonns:Plnrvw Permit# Permit Date • REScheck Software Version 3.7.3 Compliance Certificate Project Title: Kraft Residence Report Date: 04/19/06 Data filename:K:\Kraft\Cotuit\garage.rck Energy Code: Massachusetts Energy Code Location: Cotuit, Massachusetts Construction Type: 1 or 2 Family, Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 13% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 98 Tracy Road Cotuit,MA 02635 Assembly. • • �•• elm Ceiling 1:Flat Ceiling or Scissor Truss: 676 30.0 0.0 24 Wall 1:Wood Frame,16"o.c.: 1024 13.0 0.0 73 Window 1:Wood Frame:Double Pane with Low-E: 109 0.310 34 Door 1:Glass: 21 0.180 4 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 676 19.0 0.0 32 Furnace 1:Forced Hot Air:78 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 Massachusetts Energy Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck 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 Company Name Date Kraft Residence Page 1 of 1 • i • BOARD OF BUILDI NG REGULATIONS License: CONSTRUCTION SUPERVISOR Number. CS 057337 1 Expires:07/03/2007 Tr.no: 1459 I Restricted: 1 G MICHAEL L LEBLANC 40 CRAWFORO R1P0•BOX 1422 ' COTUIT. MA Commissioner �. � - ✓lre iis„rnw�raea�f o� acfiuoP,� , Board of Bab&*Regulations and Standards HOME'UPROVEMEW CONTRACTOR Re9on: 104364 Expiration: 7/132006 Type: Private Corporation LEBLANC BUILDERS CO.INC. Michael LeBlanc 40 Crawford Rd, Waquo>t,MA WSW �`"'� ✓ ' Administrator Dal aas �� tT if 1 l��' and ��- �� y ' Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X264196 Chapter 91 Waterways License Application - 310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Daniel A. &Wendy J. Kraft Name of Applicant 98 Tracey Road Popponesset Bay Cotuit Project street address Waterway City/Town Description of use or change in use: Replacement of existing pier section below MLW with new longer pier ramp&float in accordance with attached plans and Order of Conditions SE3-5237 To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." Printed Name of Municipal Official Da _ B r ignature of Municipal Official I Title City' own CH91App.doc•Rev.08/13 Page 6 of 13 A55'E550,?5 MAP 004 PARCEL 005 ELEVATION5 ARE E3A5tD ON REFERENCE CERTIFICATE: 1 70825 MLN DATUM r REFERENCE PLAN: I 1 2GOD NIL/ FLOOD ZONE C, B, A13 V( 7 5rGE5tR NG Z.O LGCUS BAY POPPONE55ET BQY LOCUS MAP 5120 39' 50"W 1 5.00' �0?9 G� 4' L=4(5.00 1Z=5 5,.OD 5270 20' 00"If 34.00' w 5190 03' 00"W Q > 73.00' 0 �s o0 00' LOT 12 50. °p� Uu 0) Mrnv W. 0 100 zoo 2 Feet -........... 5CALE: I' = IOC YS lf', k:r l' 66.69' i °TF_PHFM\G v l� DOY!E i 7 � PROPOSED PIER E ENSION ; Mo- X-p,. PLAN ACCOMPANYING THE PETITION OF �— DAN I EL WEN DY ICDAF7Fl TO CON5TRUCT LICENCE AND MAINTAIN SHEET I OF 2 EE-NS10N_____�_ IN ThE WATER5 OP POPPONE55ET BAY COTUIT, 5A.RN5TA5LE COUNTY, MA DATE: C5- 1 7- 14 5CALE: I "= 100- Plan Prepared By 5tepnen !. Doyle and A550CIate5 42 Canterbury Lane, East Falmouth, MA Teiephore: 508/540-2 534 KS-t�KiVC C tCKJ1�Il.P•I I /c OG7 Iwwv Vr11UIVi �L r LRL NCff PLAN: I 12GJD IiJllw - 0.0 1 LCOD 1-.ONE. C. ©, At 3 s V 1 7 S�(r'17 L V/� L h O Q.0 EX15TING PIER LIC. PLAN 12193 PPOP05ED PIER. EXTEN510N 512` Syr GG.E x 'o, *06 x o x .o 09 m o, % .� x 0 x -3 x x x O �,9 6 0? s x x x FROFOSIED F x x x x ° x x [� x O ,/.,9 x x V x �0 0 30 60 Feet x •� X x 5CA.LF: 11 3Cr xg PLAN ACCOMPANYING Tt1E PETITION OF DAN I EL WEN DY KRAI=T ' TO LON5TKUCT LICENCE AND MAINTAIN •i ; Lt.��i rl \ `� -- l( s IN T 1E WATEK5 OF + " "L j 11I� .. POPPONE55ET BAY \ ��► COTUIT, BA.KN51TABLE COUNTY, MA DATE: 03- 17- 14 5CALE: I "-30' ---- Plan Prepared ByL�- Stepnen J. Doyle and A550CiatC5 42 Canterbury Lanz, ffa5t Falmouth, MA. Telephone: 506/540-2534 5rJEET 2 Of Doan 1 r?6t_ty 162 12-1_,-2014 12 -- 05 BARE STAI LE L_Ab(D C-.OURT REGISTRY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection = Wetlands MassDEP File#:003-5237 WPA Form 5 - Order of Conditions el)EP Transaction#:706691 Massachusetts Wetlands Protection Act.M.G.L. c. 131, §40 City/I'own:BARNSTABLE A. General Information I.Conservation Commission BARNSTABLE 2 Issuance a OOC b r, Amended OOC 3 App'iCant; a.First Name DANIEL A.&WENDY J. N c.Organization• b. Last Name KRAFT d.Mai ling ng Address ONE PATRIOT PLACE ` e C4iy/Town FOXBORO f State MA d Zi P Code 02035 ` 1s[4 Y4r 211 p� ti;;:lo!4F ',�.4+.�r1lta`ritftyfir a. First Name DANIEL A.&WENDY J. b. Last Name c.Organization KRAFT d.Mailing Address ONE PATRIOT PLACE e City/Town FOXBORO f State MA g.Zip Code 02035 5 Project Loca;tton ,L.-' i ' r a.Street Address 98 TRACEY ROAD,COTUIT b.City/T'own BARNSTABLE d.Assessors Map/Plat#004 c.Zip Code 02635 f.Latitude 41.59751 N e.Parcel/Lot# 005 g Longitude 7045848W Property recorded at'the Regtsfry eed,.for ..±.iy! a 4,t.trys ,ai(4l a':,;i. h1;1 a.County b.Certificate c. Book d. Page BARNSTABLE 176829 LCP 1 1260-D LOT 12 7:D,ates , a. Date NO[ Filed: 10/9/2014 b.Date Public Hearing Closed: 12/2/2014 c.Date Of Issuance: 12/5/2014 8 Ftnal ApprovedPlans.and.Other Documents a.Plan Title: b.Plan Prepared by: c. Plan Signed/Stamped by: d. Revised Final Date: e. Scale: SITE PLAN STEPHEN J. DOYLE AND ASSOCIATES STEPHEN J.DOYLE P.L.S. 11/10/2014 1"= 100' _-----B- Fi n d i-n,gs_ - - _v v� l_Findings pursuaiit to the Massachusetts Wetlands Protection Act Page I of 9 * ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by iklassDEP: Bureau of Resource Protection - Wetlands MassDEP File#:003-5237 WPA Form 5 - Order of Conditions eDEP Transaction#:70669I Massachusetts Wetlands Protection Act .G:L. c. 131, §40 Ll City/fown:BARNSTABLE M M Following the review of the the above-referenced Notice of intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: a. ❑ Public Water Supply b. r llfish c.G Prevention of Pollution d. �- Private Water Supply• e. E Fisheries V f. F' Protection of Wildlife Habitat g GI Ground Water Supply h_ E1 Storm Damage Prevention i. Ei Flood Control __..._......_. ._.._ _ ._............. .............................._.........__..._. 2 Commission hereby fins the pro3ect,as pinposed;'ts , , Approved subject to: a. v;The following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following General Conditions,and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: b.r—,,The proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations.Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect interests of the Act,and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. c. F.The information submitted by the applicant is not sufficient to describe the site,the work or the effect of the work on the interests identified in the Wetlands Protection Act.Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the interests of the Act,and a final Order of Conditions is issued.A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CNIR 10.05(6)(c). 3.r Buffer Zone Impacts:Shortest distance between limit of project disturbance and the wetland resource area specified in 3100b1R10.02(I)(a). a.linear feet r 4 Inland Resource 4rea Impact§(For Approvals Only) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration ' Replacement Replacement 4F,Bank y a a.linear feet b Imear feet c linear feet d Imear 5.r Bordering Vegetated Wetland a.square feet b.square feet c. square feet d.square feet 6. 1`7 Land under Waterbodies and Waterways _ a.square feet b square feet c square feet d.square feet e.c/y dredged f:c/y`di•edged' 7—f=Borderine — a.square feet b.square feet c. square feet d.square feet Page 2 of 9 * ELECTRONIC COPY 1 r Nfassachusetts Department of Environmental Protection Provided by MassDEP: \ Bureau of Resource Protection - Wetlands MassDEP File#:003-5231 WPA Form 5 - Order of Conditions eDEP Transaction x:i06691 N[assachusetts Wetlands Protection Act M.G.L.c. 131, §=10 CityTown:BARNSTA B LE Cubic Feet Flood Storage . e.cubic feet. f.cubic feet g.cubic feet h.cubic feet 8 f Isolated Land Sub ect to FloodtnQ �f t 5�';' t 't � :., I . feet, h b square feet Cubic Feet F ood Storapp'e ' cp t li t i iS Af(k➢k k s y N ti �" 1 }J 5 f rt f a7` £ r s'r k' l 1 if j 1'ra _.rk�> z, tl rtt� rtcr r i "rr t c r- ,, a cubic feet , ' f cubic 1,Ju 9.r'Riverfront Area a.total sq.feet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100-200 ft g.square feet h.square feet i.square feet j.square feet COa5t31 Resource. re a[mp acts ,..... . . .. .. s Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 10 r'Destgrated Port Areas Indica£e size under Land Undei the Ocean below S .. .. . .r f l.v1�.(t.v... . .t.......1•......-. .. ... . I I.F--Land Under the Ocean I I l l a.square feet b.square feet 0 c.c/y dredged d.c/y dredged I r Barrie Beaches, Iridtcate stz`e under Coastal Beaches and/or Coastal It below . ., 13.r-i Coastal Beaches a.square feet b.square feet c.c/y nourishment d.c/y nourishment I� f Coastal Dune t I a square feet b square feet c c/y nourishment d c/y nourishment 15.F.Coastal Banks a.linear feet 'b.linear feet I G �.Rocky ores: a square feet b square`feet 11.r-Salt Marshes a.square feet b.square feet c.square feet d. square feet 18 r. Land Under Sa1t,Ponds it a square feet;b square feet c:c/y'dred ed d.cly,dredged 19.7 Land Containine Shellfish 11 I I 0 0 a. square feet b.square feet c.square feet d. square feet Page 3 of 9 * ELECTRONIC COPY t + Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands MassDEP File#:003-523 7 �✓�� WPa Form 5 - Order of Conditions eDEP Transaction#r0G691 ( Llassachusetts Wetlands Protection Act M.G.L. c. 131, §40 City/Town:BARNSTABLE ` Indicate srze under Coastal Banks,tnlan�Bank Land Under the 20 f-Fish Runs Ocean,and/or inland Land Under Waterbodtes and Waterways above' , c c/y dredged d`c/y dredged .. .. .o... .i ,,. �,. w.....,.! ., .. .. . ... .., ..... 21.E Land Subject to Coastal Storm Flowage 368 368 a.square feet b.square feet 22...ik •1+, .. .. +I,,�.In tilt r }5 it, t 1 t � r._.__>.,. ,�: .,,ff r Restoration/Enhancement(For Approvals Only) If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.5.c&d or B.17.c&d above,please entered the additional amount here. a.square feet of BVW b.square feet of Salt Marsh 23 tit P Rr I F1 S P '+1 ny lwd r/ij t €, -.r w ..�., ,.. ,.. .. 5 Streams Crossing(s) If the project involves Stream Crossings,please enter the number of new stream crossings/number of replacement stream crossings. a.number of new stream crossings b.number of replacement stream crossings C. General Conditions Under Massachusetts Wetlands Protection Act The following conditions are only applicable to Approved projects I. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures,shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges;it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state,or local statutes,ordinances,bylaws,or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply. a.the work is a maintenance dredging project as provided for in the Act;or b.the time for completion has been extended to a specified date more than three years,but less than five years,from the date of issuance.If this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. If this Order constitutes an Amended Order of Conditions,this Amended Order of Conditions does not exceed the issuance date of the original Final Order of Conditions. 7. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash,refuse,rubbish,or debris,including but not limited to lumber;bricks,plaster,wire,lath,paper,cardboard,pipe,tires,ashes,refrigerators,motor vehicles,or parts of any of the foregoing. 8. This Order is not final until all administrative appeal periods from this Order have elapsed,or if such an appeal has been taken, until all proceedings before the Department have been completed. 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,,within the chain of title of the affected property.In the case of recorded land, Paae 4 of 9 * ELECTRONIC COPY F LlIN'lassachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassDEP File#:003-5237 WPA Form 5 - Order of Conditions eDEP Transaction=:706691 f Massachusetts ��etlands Protection Act M.G.L. c. 131, 540 City/I'own:BARNSTAB LE the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done.In the case of the registered land,the Final Order shall also be noted on the Land Court- Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to the Conservation Commission on the form at the end of this Order,which form must be stamped by the Registry of Deeds, prior to the commencement of work.. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or'lvlass]DEP"] File Number:"003-5237" 11. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a parry to all agency proceedings and hearings before Mass DEP. 12.,Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition#13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order,and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 17. Prior to the start of work,and if the project involves.work adjacent to a Bordering Vegetated Wetland,the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging.Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body.During construction,the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 19. The work associated with this Order(the"Project")is(1) CI is not(2)f ; subject to the Massachusetts Stormwater Standards. If the work is subject to Stormwater Standards,then the project is subject to the following conditions; a) All work,including site preparation,land disturbance,construction and redevelopment,shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and,if applicable,the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Construction General Permit as required by Stormwater Standard S.Construction period erosion,sedimentation and pollution control measures and best management practices(BMPs)shall remain in place until the site is fully stabilized. b) No stomnvater runoff may be discharged to the post stormwater BN/t p Ps unless and until a Registered Professional Engineer provides a Certification that: i. all construction period BMPs have been removed or will be removed by a date certain specified in the Certification.For any construction period BMPs intended to be converted to post construction operation for stormw•ater attenuation,recharge,and/or treatment,the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BIVIP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures;ii.. as-built final construction -- --- Bi�vIP plans-are=included;signed>and=stamped=bv-a=Registered=Professional=Engineer;certfVin;the site-is fully-3tabilized;`t-tt----'—--- any illicit discharges to the stormwater management system have been removed,as per the requirements of Storrmwater Page 5 of9 * ELECTRONIC COPY 1 , ' Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection- Wetlands MassDEP File R:003-5237 % ":706691 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Standard 10;N. all post-construction stormwater BMPs are installed in accordance with the plans(including all planting plans)approved by the issuing authority,and have been inspected to ensure that they are not damaeed and that they are in proper working condition; v.any vegetation associated with post-construction Bivips is suitably established to withstand erosion. c) The landowner is responsible for BIVIP maintenance until the issuing authority is notified that another parry has legally assumed responsibility for BMP maintenance.Prior to requesting a Certificate of Compliance,or Partial Certificate of Compliance,the responsible party(defined in General Condition 19(e))shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement("O&M Statement")for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan("O&M Plan")and certifying the following:i.)the 0&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance,and ii.)the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and,if applicable,the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility,the landowner,or owner of any drainage easement,assumes responsibility for maintaining each BMP.To overcome this presumption,the landowner of the property must submit to the issuing authority a legally binding agreement of record,acceptable to the issuing authority,evidencing that another entity has accepted responsibility for maintaining the BMP,and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 19(f)through 19(k)with respect to that BMP.Any failure of the proposed responsible party to implement the requirements of Conditions 19(f)through 19(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance.In the case of stormwater BMPs that are serving more than one lot,the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs.A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. fl The responsible parry shall operate and maintain all stormwater BMPs in accordance with the design plans,the 0&M Plan, and the requirements of the Massachusetts Stormwater Handbook. g) The responsible party shall: 1.Maintain an operation and maintenance log for the last three(3)consecutive calendar years of inspections,repairs, maintenance and/or replacement of the stormwater management system or any part thereof,and disposal(for disposal the log shall indicate the type of material and the disposal location); 2.Make the maintenance log available to MassDEP and the Conservation Commission("Commission")upon request;and 3.Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible parry is in compliance with the requirements for each BMP established in the 0&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal t d state,an local laws and regulations. ) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. j) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Stormwater Handbook,Volume 3,Chapter 1,Low Impact Development Site Design Credits)shall not be altered without the prior written approval of the issuing authority. 1) Access for maintenance,repair,and/or replacement of BMPs shall not be withheld.Any fencing constructed around stomwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions: , Page 6 of 9 * ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by 1�lassDEP: `�-- Bureau of Resource Protection -Wetlands MassDEP File R:003-5237 WPA Form 5 - Order of Conditions eDEP Transaction n:706691 t Massachusetts Wetlands Protection Act IvI:G.L.c. 131, §=40 Ciry/rown:BARNSTAB LE D. Findings Under Municipal Wetlands Bylaw or Ordinance I. Is a municipal wetlands bylaw or ordinance applicable?ri Yes r No 2. The Conservation Commiksion hereby(check one that applies): a. r; DENIES the proposed work which cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: I.Municipal Ordinance or Bylaw 2.Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards,and a final Order or Conditions is issued.Which are necessary to comply with a municipal ordinance or bylaw: b. r APPROVES the proposed work,subject to the following additional conditions. 1.Municipal Ordinance or Bylaw TOWN OF 2.Citation S.237-1 -237-14 p y BARNSTABLE 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows: SEE PAGES 7.1,7.2,AND 7.3 1 Page 7 of 9 * ELECTRONIC COPY SE3-5237 Name: Daniel A. & Wendy J. Kraft Approved Plan = November 10, 2014 Site Plan (3 sheets) by Stephen J. Doyle, P.L.S. Special Conditions of Approval 1. Preface Caution: Failure to comply with all Conditions of this Order of Conditions may result in serious consequences. Such consequences may include issuance of a Stop Work Order,fine(s),the requirement to remove unpermitted structures, requirement to re-landscape to original condition, the inability to obtain a Certificate of Compliance,and more. The General Conditions of this Order begin on Page 4 and continue on Pages 5 through 6. The Special Conditions. if necessary,are contained on Pages 7.1,7.2 and 7.3 All Conditions contained herein require strict compliance. IT. Prior to the start of work, the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions,and prior to the commencement of any work approved herein, General Condition Number 9(recording requirement) on Page 4 shall be complied with. 2. It is the responsibility of the applicant, the owner and/or successor(s), and the project contractor,to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans (and any approved revisions thereof) to project contractors prior to the start of work. Barnstable Conservation Comnssion Forms A and B shall be completed and returned to the Commission prior to the start of work I General Condition No. 10 on'Page ; (sign requirement)shall be complied with. 4. The Conservation Conmussion shall receive written notice one(1) week in advance of the start of work. 5. The Natural Resources Department shall be notified at least twenty-one (21)working days prior to the start - — of-work at=the site-to=inspect the-areas for-slielifish:-If deemed necessai y liy thz Sliellf%sliCo�istable, �� shellfish shall be removed from the, area to a suitable site and/or replanted at the locus following construction. The foregoing measures for shellfish protection shall ensue at the expense of the applicant. Page 7.1 III. The following additional conditions shall govern the project once work begins: 6. General Conditions Nos. 13 and 14(changes in plan)on Page 5 shall be complied with. 7. The Conservation Commission, its employees, and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions. 8. Unless extended, this permit is valid for three years from the date of issuance. 9. Salt marsh shall not be disturbed. 10. CCA-treated piling and structural timber(greater than three[3] inches thick)are allowed. Otherwise,no CCA-treated or creosote-treated materials shall,be used. ti 11. Deck plank spacing shall be at Ieast three-quarters('/4)of an inch. 12. Work shall occur during the off-season only: October 15 through May 1. 13. Seasonal floats shall be stored at a suitable upland site. Floats shall not be stored on banks,beaches, marshes or dunes. 14. Float stops shall be installed as shown on the approved plan. 15. Permanent piling shall be driven into place. Some initial pilot-hole jetting is allowed. The following special conditions (in italics)shall govern boat use at the approved pier. These conditions shall continue over time. Note: for purposes of this Order of Conditions, the term `pier" shall refer not only to the linear pile-supported structure,but also to any of its components or appendages,such as the float(s), ell,tee, ramp,outhaul piling,etc. 16. ,i,(otoriaed craft shall not be used or berthed at the approved pier. 17. Berthed boats shall not ground at low tide. 18. Boats shall only be berthed at the float. 19. A small sign shall be displayed at the end of the pier, facing open water. It shall read : SE3-5237; 98 Tracey Road Limtations: No motorcraft allowed~ Pave 7.2 w 20. Any desired pier lighting shall receive prior approval of the Conservation Commission. 21. Lead piling caps shall not be used. If plastic caps, only black shall be used. 27.. Work on the pier shall ensue mid-tide rising to mud-tide falling, or as otherwise necessary to provide a nunimum twelve-inch(12")clearance for the work barge above the substrate. Iv. After all work is completed, the following condition shall be promptly met: 23. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance Where a project has been completed in accordance with plans stamped by a registered professional engineer, architect, landscape architect or land surveyor, a written statement by such a professional shall be submitted,certifying substantial compliance with the plans, setting forth what deviation(s), if any,exists with the approved plans. This statement, along with Form C, shall accompany the request for a Certificate of Compliance. Page 7.3 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands SE3-5237 WPA Form 5 - Order of biassDEP File# Li Conditions Massachusetts Wetlands Protection Act M:G.L, c: 131, §40 , eDEP Transaction# Barnstable City/Town E. Signatures Important: This Order is valid for three years, unless otherwise specified as a special DEC — 5 2014 When filling out condition pursuant to General Conditions 94,from the date of issuance. 1.Date of Issuance forms on the computer,use Please indicate the number of members who will sign this form. '7 only the tab key This Order must be signed by a majority of the Conservation Commission. 2.Number of Signers to move your cursor-do not The Order must be mailed by certified mail (return receipt requested) or hand delivered to use key the return the applicant. A copy must be mailed, hand deliver filed electronically at a sa time with the appropriate MassDEP Regional Office Signatures: � rerun ❑ by hand delivery on by certified mail, return receipt requested, on DEC - 5 2014 Date Date F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing a completed fee and Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to issuance of a Superseding Order. -The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in_the.-Massachusetts-Wetlands--Protection;Act_(:M.G.L-. c.1.3.1_;-§__40-);-and=is=inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. rja5slgs.doc• rev 02125 2010 l� Page_of Nlassachusetts Department of Environmental Protection Provided byMassDEP: Bureau of Resource Protection- Wetlands MassDEP File#:003-5237 WPA Form 5 - Order of Conditions eDEP Transaction#:706691City/fown:BARNSTABLE \ Massachusetts Wetlands Protection Act IVLG.L.c. 131, §40 E. Signatures This Order is valid for three years from the date of issuance,unless otherwise specified 12/5/2014 pursuant to General Condition#4.If this is an Amended Order of Conditions,the Amended 1.Date of Original Order Order expires on the same date as the original Order of Conditions. Please indicate the number of members who will sign this form.This Order must be sieved by 4 a majority of the Conservation Commission. V 2.Number of Signers The Order must be mailed by certified mail(return receipt requested)or hand delivered to the applicant.A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office,if not filing electronically,and the property owner,if different from applicant. Signatures: LOUISE R.FOSTER DENNIS R.HOULE FAT PIU LEE LAURENCE MORIN r by hand delivery on 1-.by certified mail, return receipt requested, on Date Date F. Appeals The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land subject to this Order,or any ten residents of the city or town in which such land is located,are hereby notified of their right to request the appropriate!MassDEP Regional Office to issue a Superseding Order of Conditions.The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Request for Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant,if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will.be required to demonstrate prior participation in the review of this project.Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing,requesting a Superseding Order,or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachuseas Wetlands Protection Act(Nt.G.L.c. 131,$40),and is inconsistent-with-the—wetlands-Feeu.lations-(-3-10-Gi--R--t-0:00)—To-the-extenmhat ihe-Order-is based-on-a-municipaFordinance-or-bviaw-------- --- and not on the!Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. Page 8 of 9 * ELECTRONIC COPY Massachusetts Department of Environmental,Protection Provided by WOE?: 1�— Bureau of Resource Protection-Wetlands MassDEP File#:003-5237 WPA Form 5 -Order of Conditions eDEP Transaction#:706691 Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 City/I'own;B.ARNSTABLE . G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property.In the case of recorded land,the Final Order shall also be noted in the Registrys Grantor Index under the name of the owner of the land subject to the Order.In the case of registered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on this page shall be submitted to the Conservation Commission listed below. BARNSTABLE Conservation Commission Detach on dotted line,have stamped by the Registry of Deeds and submit to the Conservation Commission. ..................... ................... ........................................... . ..... ................................................................................ BARNSTABLE Conservation Commission Please be advised that the Order of Conditions for the Project at: 98 TRACEY ROAD,COTUIT 003-5237 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of County Book Page for. Property Owner DANIEL A.&WENDY 1.KRAFT and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of'Conditions issued on: Date If recorded land,the instrument number identifying this transaction is: Instnunent Number If registered land,the document number identifying this transaction is: Document Number 1 Q ?6 4; 16? 1 y—1�—?C!14 12 e t_a —_Signature_of:Applicant-__.. __Rev:_4/T2010__ Page 9 of 9 * ELECTRONIC COPY h4ass9chusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program 201108 Chapter. 91 Waterways License Application -310 cnnR 9.00 Transmittal No. Simplified,Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Daniel A. &Wendy J. Kraft - Name of Applicant 98 TraceyyRooad_-_-" Poponesset Bay QUotuit)-Barnstable Project street address Waterway City/Town Description of use or change in use: . Noncommercial docking and boating access to navigable waters ` To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." Printed ine of M nicipaI Official Date gnature of MunicipalQbciW,. _ Title City/Town CH91App.doc-Rev. 10/02 Page 6 of 17 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program 201108 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Simplified,Water-Dependent, Nonwater-Dependent,Amendment A. Application Information (Check one) Name (Complete Application Sections) Check One Fee Application # SIMPLIFIED - Water-dependent and ❑ Residential with <4 units $65.00 BRP WW06a Nonwater-dependent(A-E) - ❑ Other $65.00 BRP WW06b WATER-DEPENDENT - General(A-H) ® Residential with <4 units $175.00 BRP WW01a ❑ Other $270.00 BRP WW01b Extended Term $2730.00 BRP WW01c Amendment(A-H) ❑ Residential with <4 units $85.00 BRP WW03a ❑ Other $105.00 BRP WW03b NONWATER-DEPENDENT Full (A-H) ❑ Residential with <4 units $545.00 BRP WW15a ❑ Other $1635.00 BRP WW15b ❑ Extended Term $2730.00 BRP WW15c y` Partial (A-H) ❑ Residential with <4 units $545.00 BRP WW14a ❑ Other $1635.00 BRP WW14b ❑.Extende'd Term $2730.00 BRP WW14c Municipal Harbor Plan (A-H) ❑ Residential with <4 units $545.00 BRP WW16a Other $1635.00 BRP WW16b ❑ Extended Term $2730.00 BRP WW16c Joint MEPA/EIR (A-H). ❑ Residential with <4 units $545.00 BRP WW17a ❑ Other $1635.00 BRP WW17b ❑ Extended Term $2730.00 BRP WW17c Amendment(A-H) ❑ Residential with <4 units $435.00 BRP WW03c ❑ Other $815.00 BRP WW03d [:] Extended Term $1090.00 BRP WW03e C1191App.doc•Rev. 10/02 Page 1 of 17 ` Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program 201108 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Simplified,Water-Dependent, Nonwater-Dependent,Amendment B. Applicant Information Proposed Project/Use Information 1. Applicant: . Daniel A. &Wendy J. Kraft Name E-mail Address One Patriot Place Note: Please Mailing Address refer to the Foxboro MA 02035 "Instructions" City/Town State Zip Code .Telephone Number Fax Number 2. Authorized Agent(if any): Lynne Whiting Hamlyn, Haml n Consulting hconsult2(@comcast.net Name E-mail Address 690 Thousand Oaks Drive Mailing Address Brewster MA 02631 City/Town State Zip Code (508) 896-5203 (508) 896-5203 Telephone Number Fax Number C. Proposed Project/Use Information 1. Property Information(all information must be provided): .Owner Name(if different from applicant) 'Assessor's Map 4; Parcel 5 Tax Assessor's Map and Parcel Numbers Latitude Longitude 98 Tracey Road, (Cotuit) Barnstable MA 02635 Street Address and City/Town State Zip Code 2. Registered Land ® Yes ❑ No 3. Name of the water body where the project site is located: Poponesset Bay 4. Description of the water body in which the project site is located (check all that apply): Type Nature Designation ❑ Nontidal river/stream ® Natural ❑Area of Critical Environmental Concern ® Flowed tidelands ❑ Enlarged/dammed ❑ Designated Port Area ❑ Filled tidelands ❑ Uncertain ❑ Ocean Sanctuary ❑ Great Pond ❑ Uncertain ❑ Uncertain CH91App.doc•Rev. 10/02 Page 2 of 17 Massachusetts Department of Environmental`Protection Bureau of Resource. Protection -Waterways,-Regulation Program. W2011078 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No Simplified,Water-Dependent, Nonwater-Dependent,Amendment x C. Proposed Project/Use Information (cont ) Select use(s) from Project 5.. Proposed Use/Activity description Type Table on pg.2 of Permit and'maintain existing bench,'ramp and float_to existing Licensed pier(License No. 1644) the 6. Is the project a pre-1984 existing structure AND less than 600 square feet? Yes ® No t 7. Is.,the project a post-,1984 existing or new structure, less than 300 square feet AND water dependent? Yes 0 No 8. What is the estimated total cost of proposed work (including materials & labor)? existing 9. - List the name& complete mailing address of each abutter(attach additional sheets, if necessary).An abutter is defined as the owner of land that shares a common boundary with the project site, as well as the owner of land that lies within 50'across a waterbody from the project. (AM 4; P 4) Thomas R..& Geraldine S.Branca. 426 Boxford Road, Bradford, MA 01830 Name - Address (AM 5; P18) e . G Town of Barnstable Consrvation Commission, 200 Main Street, Hyannis, MA 02601 .Name Address M.-Project Plans 1. I have attached plans for my project in accordance with the instructions contained in (check one): ® ;Appendix A(License plan) ❑ Appendix B(Simplified License plan) 0 Appendix C(Permit plan) 2. Other State and Local Approvals/Certifications ❑ 401 Water Quality'Certificate Date of Issuance [:]Wetlands ; " File Number F-Jurisdictional Determination 0 JD- File Number MEPA File Number EOEA Secretary Certificate Date R 21 E Waste Site Cleanup v RTN Number CH91App.doc•Rev.10/02 Page 3 of 17 • * � ,J,,`C. mil/ � �Z' � -- e'C�LG�' y�.e �e ��G� r 310 CMR 10,99 Q� Form 8 DEOE File No SE3-2403 (To be p(oVlded by DEOE) Commonwealth `ate Cdy Town COTUI T _ } = of Massachusetts 11 ELLSs j l&ItlT714 r APPlicent 010. ` Certificate of Compliance Massachusetts Wetlands Protection Act, G.L. c. 131, §40 TOWN OF BARNSTABLE ORAINANCR9, ARTTCLH XXVII ry From Barnstable Conservation Commission Issuing Authority David I3. . Elba • C'I\ is To � }LCC-�. G. 30 Wildwood Drive, Needham, MA 02192 (Name) ,, (Address) Date of Issuance August lb, 1992 This Certificate is issued for work regulated by an Order of .Conditions Issued to Ellis, 30 _wi David B.Drive , Needham,MA 02192 dated .An-r_ 1 ' 1 e Barnstable Conservation . .nd Issued by the Commission 1. :X It is hereby certified that the work regulated by the above referenced Order of Conditions has been satisfactorily completed. 2. it is hereby certified that only the following portions of the work regulated by the above-refer- enced Order of Conditions have been satisfactorily completed:(if the Certificate of Compliance does not include the entire project,Specify what portions are included.) 3. �7 It Is hereby certified that the work regulated by the above•referenced Order of Conditions was never commenced, The Order of Conditions has lapsed and is therefore no longer valid.No future work subject to regulation under the Act may be commenced without filing a new Notice of Intent and receiving a now Order of Conditions. .. .. . .. ......... . ...... .............. .... .... .............. (Leave Space Blank) . I�� far 1 Effective 11/10/89 P V t 4, R' This certificate shall be recorded in the Registry of Deeds-or the Land Court for the district in which the land is located. The Order was originally recorded onAp r. 30, 1.9 92 —(date) at th'e Registry of Deede Book page b, The following conditions of the Order shall continue: (Set forth any conditions contained In the Final Order,such as maintenance or monitoring,which are to continue for a longer period.) The ramp, floating' dock and four pilings may be maintained over time consistent, with the special conditions of the Order of Conditions and the plan of record. Issued by Barn S.Qns$.xsr�tis�n .�mm�►i>gei:an_.._._.__.._._Y �._ Slgnalurefs)—_ js _— — — --- When issued by the Conservation Commision this Certificate must be signed by a majority of Is members. On this 26th day of-- August 19 92 before me personally appeared. . }lan.K_y I a rbou_r to me knpwri to be the person described in and who executed the foregoing instrument and acknowledged toi9 ershe exk' vied the sam s his, er free act and deed �.'• 511��;•,' =c� November 6 ary Pi{tSTic N1y commission expire" •1'' � �l `fr ,,...•• .f . 6ARNSTABLE REGISTRY OF DEEDS - p91mch an d0116d tin•and submit to the. _Barnstable Conservation Commission .......... . __. _ :... . .. . . .............. _.............. . ........... . .:._......... . .. ._.. . ... ........_.............._.... . .... . .. . . .. ........ .._ ........ .... . . .. . ................ . .. 31D CZAR L SP Forms DECfratic sE 3-2.f03 - _ • Itea7o•a:er of OE r Cnnnpn�N•w. ��11' Oe,tern - arnstable a .F✓ Sal".a!':6 I �. k'�:' 0 a5 �tlaLrf.ats.r, aoru••'_ F11 i e � �� Order of Conditions Massachusetts Wetlands Protection Act G.L.c.131,§40 TOWU Or BARNSTABLE MINUCRS, ARTICLR mri From Barnstable Cor•servatica eormiasinn ; To David B. Ellis SamePR•s1',S INWe of A::,Cana (Name 01 Deooeriy owner 30 uildvood Drive A3C:eS5 Needham, MA 02192 AtlC'tSi �• Map Number < Parcel Ntaaber 5 s Trills,O oet's'ssceo ano ce, ereo as iolicxs r lea!el 3 . ♦t1 by cer:f,ed mv) ratum we—pi reovesteo on_ April 1, 1992 (aster + This CO3ecj,s bca:ea&1 99 Tracy Rd.. CDtuit •, it• 1 }.y TtieproDettyste"-Orpeoa!tnere,sityol Deeds in Barnstable r, BOOL Ppe t.,•k I IZ 1�2t:O-n I �t Cert,fca!et••repsxrec) -��- If3C2a p�r� - The Na,;eo+In:e".t!ct+ns:•::•e;:Nas!;eecn Jan. 7. 1992 faa+el • n The Dutr++,hear•n"s N Feb. 25, 1992 as close:on (date) . . findings The-jsrnstabla con•r••u:nn rn--tim, has re„etetnr of F° tnllt'!!'O:Tfa^:^a5't:l:::^:^!e'•n�0"t"!.:'�!C? Salto Ot'I^t+•'Cn',ebOn arKa:V+0 the Cc-mission arena l" ne- 2omte1 a ion nak determined inn rota•nc_,,".:^+ned•:::FF:•7•.a:C:;C:^!SS'yn'G�:10!r+t'e+o�m9e+tetestsnarcptancew•, .. '• W Fre6imlions of Sign Ca Ica sit tarn in tree ttru%:-ona 10t a&Cn Ara&5u0rat:f to PtoltCWn"r 7M Ac!rc"ecx as a00•or•a'e ^ 0 PubIlC water SuCP Y 4 Flood:C l,cq Land Conta,mttg she:11,5h 0 ' 0,.-Ate watt,a,:d7 y Z StOtm danage P•lvec:ion F,antnts _ SUUF't F � .'r reve^::n t Grand Gaut o Cc tyLOn ($ Protec+,pn of wildlife read=.nt i e avo-,to $52.00 S:e:e ShTNs'c••_,R an $13.SO f`"Y; Cnyrrowo Snart $38.50 N,•ot m excess of$2S1 Tmv ar mz.je S C yfip.n Pc^pre: Stue,'onion S �• AATIC.B 27 041ys (N rota I M i01a41 ' Public Trust Rights 1] Agriculture trroslon control (� Agreculture - Q,' Racreatiodal Bistoric Aasumtic EHe:::�e nnCr89 i Therefore.Ineaezr.ltll:f Ct-te:vatsoa Cer.,•clsi0ne,v^ fn !^ rNClSurr ^Y.cO'Otnciw:r!he0 •r et &I1M1puoinmgco'ct:Cnittf e-O-4, S'Ya'Ct eel tCl.ir,Ih t 4111 Checkto ttoo�'f The. e fCua'^�u•IO DrolaCl ihsia m!or• R acC Ol'CI w.!n ••• Wolfs that if wo'k ir{,.of portorm/a { tiC.On01.04&?%Cw'•thistvC*'Ceormgrirpo•ancl0f0pvf T - IOWN CO'%D Lens moo fy D'.0"t-I'D,14 t: tl tM extent tha:lhe fpi• { . D4'i fop IUOne N Olner D ODON t Iupm!lea w I^tf t ND Of k{t/nt.IAI COnCd-pnt t^! COnirot hce fSMKII COntlpllknS ' 1. Fe1V'1 to comply*-In I"C0n0 -Vt S:Ilea M!4^.am wtlna0 reV:fO slttulls intl Other req,t'C'y Mil. W S""Al of Dt e R s C C LSI 10 to-0-4 W"Oly In•$Of oor - 2. This 10 is CCivet ootsmot p ' i',P'ODtr!v t•0^!S O,Ir,fxCjJkrf Dr ayes 4 Coal,nOt e�:ho4/s•Y m1u y } oper o1n tY .t{On 01 onYl:l r•gn!1 left 3. Thit Drpet pNt rro:r1.1•l tM parr :f1�1',C!-et CY�San O1 trio r'ICfit ty 01 Cor,piyth�w,n aC . plhat a:•DI+CeDlo t17f7 1'i7►0'IO:e t:t',:bS 0:'a••Cf{•DY'i^t Or ie gb'idOhe t � A. The work e.;rr of torow fv:hprglOnl!I�nCarina„ZOCOrr•:4:e0 w•Ihm Was yoStt brno tnl Oflf Of inns OrW Vnlesl 1 " - ,nq IC,t (e) the work tt 4 me ntlninct clot;n;010.IC141 ao,^06 a form 1^/Act.or .. - (o) the lane for COMDI"n hat ptth f x!!''C!C'CA SOSC71 etl We Mare IW-three year►.out lost for, .w LYf year+.6pm lh!C14 Or Rant!In0 CO'^+rift e1i!1�0 ihf toes+;CeCVMIItnCai*At Ant n IN Mlfnat0 bml of100 9-0 tot Iona ththis 0'0er ` �►•�, . 6 Thts Orow mty DI/11/1`01a Cy the,Ss;nP 1 tno,y to OM Of Mort pt''00/Of uD 101h•f t yeti ISO vpOn tpDr•CU•pn to I^!SSA nq 4ko!nC'4Y 1,itif'30 Day,CNOF 10 in .:' ♦exar+a+onoett0lrafr 8 Any fill visa m connlc!c^ ..In th.t C•o,tct s't to Cletn'a n1 " co t•n.r;no fifth,re:ute ruan3r-or. of. .. Vol.mCIvO^p but nC!I'T'f0 10-umper,0'C•S D-Wor.W44.Wh peps'.Cl'ODOt'0.D'Af.Safi t{het. %,cif refr.glrlto'l motor Vat It of Celts O11'l Of the tolops-n0 7. NO wok ero°'Oe c+oe'llyn ur!„e a0m..:e!n!.f{Bait tOer Oos rrom1M10rtlar have a�DsfO or,t WChIntOCft!his cel^"AD V^i�a'!DrOCtID^pSOelOtllh$DlCt'1ManlhtvfDflnCOPro to )p_ 4 NowOrxt^i afv^ceu�YurLlneF'r1CtOe ^Isoa-'at•Dr.^rhIR4411 t t�sr Court forintC.S!'Umv^q^!rey^0 f,CGt'I7 w!nmlMch I Yo Dee^sa!nsunc x 1 0 1.14 01Ina effictftl plopiny to Ihl ry CIS$01'"Or"O 8^0,'1 F•ne 0'c!r 1^1 1 so o1 noli0a'i the Aeq.Stry a Grantor Imoex unofr the rums o!theoM't'ofIh!:IrC,-0'%..,;rInec•CCCsf7wo'knCofOCi,o InmI Call 01rap,tHrfO land.(no Fria 0,0e'S^i'I'S7 till'O!t7 C^tra U'C CO.t!Coml.Cl!f 0,T^t a Vint owner Of the Itho vpOr+wluch Ihapr000f10w0'x•S'Ott COr• The rlc0rD.ngnlpveytpnaryt,pff.Dm;tIa010the to ittien i on Ins tom It the e'-0 C"n i C'clt D"ot t0 Cs"^'MCIMI'^t Of trio wp'e q A Lqn sne of 0•SC alf-it the'a.le not lost 1nt^lw0110"S Poe!Or msr f than throe sQ.ere loll in s 21 + iSlarmq tM woos. YµtSUCnusoil$Dfptrlthenl Oltnvoonmonle,Quilly Enp,'tfere!� Fa/Iiur*Dor P£ 3.2403 t~ 1. 1l).Nhara t!+e DeOt'imlr!d E^r+pnh•fn!i C.S'Y E^gnle'nq q y:asretl 10 mexa o OflfrmailLpn ons to 4Su1 1 S�Of's$c^;Cr00• !^a COnif'.s'C^COmT�tSOn S'i De t p1•ly 10 a'!tgancy DrOCIfOngt f'�` e^0 btrings ottcte Ine 31av:me^l 1: 11.UD6n COmD100n Of Ine work Cat:r,De;M'e'+try ipDl,Cfat are,IDRhw,lh reQulSI in Wr trial t G'!+C4e 01 C0^C I^CI Do fs tC t's!'r iht!In$work has Dean satdfaclorily COM0,4161 12 The ws•k$,a':M^'0"-0 Ina'Duo^,hq O•t^s l^O spoLif C00-1.0" ` S,2 f� 4 ' r t' T f SS 3-2403 r- Ellis Plan of Record: Dec. 10, 1991, Rev. Daniel Braman, P.H. Special Conditions: 1. General Conditions 1-12 on the proceeding page are binding, and demand both your attention and compliance. 2. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein, General Condition number 8 (preceding page) shall be complied with. 3. It is the responsibility of the applicant, owner and/or successor(s) to ensure that all conditions of this Order are complied with. The project engineer and contractors are to be provided with a copy of this Order and referenced documents before the commencement of construction. The foregoing condition shall not be construed to exempt project contractors from responsibility for any work performed in deviation with provisions of the Order of Conditions or with the detail of the plans of record. {. The Conservation Commission, its employees, and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of ) • Conditions. S. At the completion of work, or by the expiration of the C present permit, the applicant shall request in writing ?' a Certificate of Compliance for the work herein permitted. Where a project has been completed in x accordance with plans stamped by a registered professional engineer, architect, landscape architect ,. or land surveyor, a written statement by such a .professional . person certifying substantial compliance with the plans and setting forth what deviation, if any, exists with the record plans approved in the Order f shall accompany the request for a Certificate of Compliance. s 6. This permit is valid for 3 years from the date of issuance, unless extended at the request of the ~' applicant. 7, The Natural Resources Dept. shall be notified at least 15 working days prior to the start of work at the site, to inspect the area for shellfish. If deemed necessary ►; by the Shellfish Constable, shellfish shall be removed from the work area to a suitable site and/or replanted at the locus following construction. The foregoing 4, !Y i • measures for shellfish protection shall ensue at the expense of the applicant. 8. Piling may be minimally jetted to assist in setting and aligning. Thereafter, however, piling shall be mechanically driven. 9. The seasonal storage, of floats shall be at a suitable upland site. Floats shall not be stored on banks, marshes or dunes. 10. Float stop* shall be used to prevent the grounding of the float on the substrate. 11. No'lighting shall be installed on the approved pier. 12. Work on the pier shall ensue aid-tide rising to aid aide falling or as otherwise necessary to prevent the grounding of the work barge on the substrate. 13. No boat shall be berthed at the pier- (and its floats) such that at any time less than lft. of water're*ides between the bottom of the boat. and the substrate. Otherwise, dinghies shall reside on the float during low water conditions. 14. No motorcraft shall be berthed at the proposed float. t 1 yu• ,... Issued By earnstaele' _� - Caatm�sooa Si�oaturnst t 7hts Order must be rimed b.•a rA&Mty of:he Ctmsa't•auoo Cocttasswa f• a t r;.. 1:t �?.� April 19 9� ,beftar ma � P--ay Eric Strauss to me known t9 be the person daabed in and who necuud the!m t ~ btv � ({�L tnaStttmtnl NO X'YnOM'{tCjbj tna Ittabe ReC11tld tfte lame tl / �16,d- ills: I .P ' November 6, 1998 �a��✓ o My oDamu aioo aapuee M»S ri appacaet the o+.mr.any parson&W."ed by thus Order.my*wear d land abnttsM the load apon.hob tbs proposed " Work ISLobe d—or any Les resdenu d the aty a toss m Much Such lead a bested ut h"y aoufied d ibut ratht ,to Hawn the ikpartmot of En.iro Lel Quality EapneUMI to ISIYe a Saperaedut�Order.prot'din�the rpwet u - made by ceru&d mat or hana dthv"to tM t L>t7artment hmd tea days from tht date of imann of th,a Order A copy d Ur ngwat ahal!at thY same tm a seat by tvuEed maul or Aaad de wary to the Coawrvstwa eammrswa and the ap➢i t • .. Lam' s . } T �r�� l� 1 T t 1. F G dfR '3"`$ •.'� l r3 J'wi S-"{'!'"� Er+•a r ' 09 . ..� JC,.�.:. �J 3i�,.�. ..'. � '�'`- �#8a#t`a°E �� # ,sS -.` t„ ' k'�. �}.�ty �S¢•�.. • I o ' qq -y � .ter •, y `�i� � .` "�"a�s g t-$ �^•.�, �;� ._ •a"�y�+x�f: ...s' ..T5 5�` V�� fs*. a s t�^ � M. 5e-cz. �I po 5 ILkRF-fctcr p Pay- ( _`--- {N J �4, �;�- ��"� l�c.s`.�t'-r+` I�d„' � Q ri.,a .$. . '_�r '=�'+' •r.'s t�; " .�" V,y.' f��l'y,. �5; y •# i sec*� s # { # n Ai zZZ a { it g p rx - t ��a � cam' 'I i � �� _^W. •t�55�„ _ ��T+.•' ��;S• —�ra� t # ar' 6'.. fug' �L ''Y�»� � � -- � r� � �g.+,'. � Y f•fir ...T `ram. � A• ,� �`q�g, d�' ,.�. ..-rr*^� e,?`�.'4-P _ N w r - 3n i,.. '� i„ ` �`ie r`r � ,.�� r ��x �aa rYi ♦4 cKrl t, g:w Akkd a yy.'4 � � d�"1 'r� '' ;t+'` 6 e.Yl� k.. '�•r s s�'`t tit f..a. rj y +t �4 1�91 rep, �' 'l �� T'�1��1 f f 1'i.. �R3�At � \ ( t� t' •y!��yy � t ,I `OP .._� -- ;,z �r< µr'� }� d �• }R�*,I�l ts',7, Stse ° �tri„ �A'4�,? �Pk fie,..�` i •�. ...-,�,�'� .. 1'+ � ( I N•i�q t d f 1 y 4 i°� � 5 � { •Y. �ktY ve # #3 Vt � tls �A i1S "may+ fr ;'11 HI }'. y c 4 "' �k yy r �+�+.��► �i� r r�il it t 3k"�fi�x� r�v�� ;..� ;_".� .fie �€��-- � r§#� � l'� '�1" •ltd�Y 4:a r e al f $� +r i't jl4,a ,� �t-'tj �a , � S �o - - ..� � S ,� tti" ,�• F �y� ,��ff aft�..j I P�S I ■■.i.ice � � r. ��_� win= 3_.•_ t iR w ty . e ` r� + `vF, i.l yT<„��C �,ef��"•+k`�:1` , T'r', r�,,. „ t, t, §Z r i �t t � , � x,e xt£x�}-,t..ed4 a n �{ !�, ' � bad ,r ? rp�, a t ;,r r* ,..•t r` :�{ a ��«. 3�'�r�`'� yn�4;',:j:"'� _'11��`�§' �„��'&�'� ,,# y+r�.��S.�.r;E c "'��f�'�.�'.�g�,,�;t�t a, t r�4s?'cT• ,( ��+' ,+�`''� � -�,.:!'u 1 k�"�.`, I.A r`4Xr ye(>p''n<2% ice,•7L;t;?k' t^'� t`�ht1�1�;+v,y ' � -..�r}k� 5 'f•hr i'w'�'.r ..s'.^„ hi r '�. S;y: '� .- ;yam .}.� .�� ` -,_.. �_.T ♦^ _ � Pp.`c L'; pn h 4h0 _.� � i tY,rlrsf� C 'ayg f+:�,3r rp7r,.�,� �,.U•p 'w.. v't Y 9& ' f a al':, � P tf g1#;f'''t� ±"">,q�,� �'kt'iY�hr.+�'�• 1�"�,"��Pp''�/`:4�, rrlgd� �t• ��f � l .: t 41 . �e r+ '«t: i ` tF�n��D�}*°.�.t..A"��-P3�°.��A �''��rqv '�'��' �" ys�t��-. `��' ��•{`yYv,��t..,��.�_�� +T ��4�S T.Ef=: .,� ' .53 � �4 � r ��r( t�e�C,�a:• ��.i r° X t � ,�+{X e#p ,{a �` y,,� a X& .r i-p ��1 r,f..r,, £,y� �r�# i� �fa'151 .A'""`'`•.5. � rr �w�' •�la@ v1 �, �rvyf t„Amty t �7'A��.J... �,s"A 6�"fr3 r"� ry ' � t' �(" � ��q1 v�.fvy � 1 �. � r f� _ �,q�1y�}R�` r Y• � /`I o€`Jw o+ ✓ ^ 1 ,. r'3,J'l�t;� �i � �11 E �� 4 n. �i'd� 't�I R S-0t� �� •��//'{' YY �, l J'..f::tJ + �nf3v t ,r °�1 +",;•n;I,� t'' ,� > €3„aYCC r{t' fKS4 P♦. liPlL 1 1. 14io. .� 7 L Yr* £� Y}1r � dl` �� 'I�i•fI��1�X3��d�t°��i= '''�,�" '��tr$�` ��'��i;:�\T y `.`'`�y�l=[�'s , � i.`�,f'g�-r, 6.+' t i' { 1� S c �}. � �,\\\\t�y g�'�S Orr �+ �"��,�'` � +•� ,�' t o,,. E �f � ,{ d.,1�fe1�t 2 rlt�(m,v+a{ ^�As i X ' .. i,��Ir ��h..6�y�`�+,��.d'^w t�'.'Yff ffi `�s��h�'" rt v ��'�'Y��rS �°�}v d S,f{'�,t��t :.��r� �,�.1 �`X7�`•�1:�rY ur f `•f i 11 ir+erY f � 4r.1 ;pt:c f p g t oW }$� Acb tz o:•rf y �.A r€ t _I ♦ �9_ �� nY `lKr7 1 £ji�t.f f"g� r. A / ' # 7qq• e/ 9 �}Y 9�T ° Al =d e t yf +.Xr�S �l(er 4" r1� y a7 ', � �yf It�,I .Y;t9 It GN,I�i It ♦,,•�lcy j A��r 7�`i^"° �TM, r'S' � �»++.. �o-�&,5.,..{` «� ik+fl� r �f X t t�•{7�`*c°r,��{� �'- E A. A *� ,,:� n�br'f�� LbiY�3j�,�;�*`�"' ti � 1.�• t` _.r'� r � ::6 _r r5+ L "`-yam^, .Y y,��=-....+(p�� £..dj �I �� }�' �„ f r �p rif,kl r•_ ,', ' Z f tiT � F •'3�'. r ""._ ._+ n � t ''._ .. �"aff y :�A �a'�5� �&7 it � , III 3 k. i. �" '�-s. -� � ��s`. - � a a'�s J -y �y�q�+l r, f t.'r __ .,,�' `y�i t.s .rAfP"d• ` - LANDICAlE ARCNIVECT/ FIELDSTONE SEAIWALL 0.5-2* n-V • - „� 4'POOL SECURITY BARRIER Ise sa PLLANAN TING BED -- IFIEL ''POOL TE F1,11"[111 DSTONE SEATWALL "CPOOL SECORTTY BARRIER 1STAMPED CONPAVEMENT-P T.B.D . . � - D NI V ZEROfDOE POOL WALL I." 'r POOL SECURITY BARRIER... .. �„ ••9 ": 7 r t ills II F�� Dy 17 I m :.3WIWAN6 POOL I � - o C NO INFINITY EDGE POOL TROU(ii €� ' O DO FIELDSTONE SEAIWALL ''POOL SECORIIY BARRIER 9' •• h - ^• I w r {� FIELDSTONE SEATIN EATWALL STAMPEDCONCRETE I • _ PAVEAENT.PATTERNT.B.D SPOOL GATE PLANTING BED I .f STEPS TOREARYARD j to„I DANIEL A.& T 76, y WENDY J. KRAFT FIELDSTONE SRATWALL MER _ RESIDENCE POOL SECURITY BARRIER IT-1' LAYOUT PLAN DATE:06.06.06 SCALE:1/6"=1•-0" SKA `.r P .zr :4 �bIT: •4 •A i :4 i ,d 14 :Q > >rz��GYJrlUZ�l�'LJNe •'�,.� '� ... •�; •,. : :•. (for co(wx:c/a/P0047 ody) ° ro PurrP AO�rloN Vd - i,tuzrp FIMNG DETAIL AT SKIMMER not fo male Custom Gunite Pools: &,c Fax: 508-336-6411 PitOne: 508-336-5084 74DFmM RLer -ban 027 3 Gh�01 l� walcr llrac roUr JEJODo ❑0❑ ° Q d .a it, l00p �N5P/4PPIC'OVLD POLYLrmt,-Nr P/Pr . INL17�lrT7N� ..' . DETAIL at INLET & FILLSPOUT . not fo xdc (Justom Gunite Pools. b� Fax: 508-336-6411 Phone: 508-336-5084 740FWMWA,-,P-&�077� wafter ll rc J❑ ❑ ❑❑❑❑g ❑ JUNGT/ON PDX d a. a D • Q DETAIL atUNDERWATER LIGHT not to xdc Custom Gunite Pools, b=G Ph one: 508-336-5084 74DF4 rUerAp RWx"pM027W Fax: 508-336-6411 a A .a A �o I/2"W111TLx r1N�G��F1N15n '� �31C'OD5-IZ"o,c. BOTH WAYS �d .aa q• d • 4 ° .�6 d `n d •V d d ..6 ... Ji •�d 1 ° TYPICAL WALL DETAIL not t o xdc Cj&M Gunite Pooh. bJ� FCLx_ 508-336-64 91 Phone: 50,4 336-5084 740(alFbaerA-4R'd4bc"OM i t ' i I - - i LONGI 1 UDINAL POOL SECTIOI�I A-A i = I - . ___ ter— �i��— �� , `. I r,!Jr��r�� --r—� ..,- - '�• , .. ..' A -r r A rapid,self-priming,medlum hand.,pump in 3✓4.�rou h 2-1 ? " with an sutra larg e, g !'i, NP. Integ ral g air - � and:f 8, .. g (nt stretnilfr. PreciSlaA- `MPiRtE& :: molded of a proprietary bien�i of iass-rein#orced the mop ;: •.. that is highly corrosion resistant.The Ideal pumps inrhere"high X MPE SERIE$ flow and quiet operation are required.unionfittln s CI tlon 'ENERGY t ' not Included. 9 _W al' EFFIGENT TRAP S0010NTAMMfi i 1 4'-lOT��SUrRIIEL roN(DUSTHO. 100P. 6 so 0 TBPf7HLL{IN19I11611 1Q11/32 31/4'-1 6 T0A( ffST DBURB05 I-419/3Y BEST:EMCMNCYSONG tnD.iTxrelx6u to,ul3�rsra.BtrE UNION(CHAR tUI I-200P. ---- 4 60. Sl/16 1/2-14SPT i 2-1lZ P. 6i3n6 : • : I - gNP a �. 1:HP V4. F113 P, 13 T/11 i. Dimension. {off 60 80 100; -; lid— Catalog No. U:S:QAI;tQN$'P8R MINtI�E MPRABDL 25-1/8" " MPRA6EL 25-1/2" r • MPRA6FL 26-1/2° Catalog: List' MPRA6GL Number' Price Description Approx.Ship. 27" __ P MPRA6YfL 26-1/2" 7703-0jP0.:. -$.1:4.90 2"`Union Half x1-1/2"FPT- Weight(Ibs.) 9 t3/16 {47/Id Package of 2 1 MPEA6DL 25-5/8" T7703-0101 $14.90 2"Union Hatt x 1-1/2"Slip- MPEA6EL 26" Package of 2 MPEA6FL 26-5/8" WKG.188 $14 90 2"Union Half x 2°Slip- ' MPEA6GL 26-5/8" ' 63/4 DUN PLUG Package of 2 1 4a/8 1/4NPTIND. PKG 1139 MPEAA6GL 27-1/4" 83/4 1t _ $14.90 2"Union Half x 2°FPT- MPEAeYGL 26-518" Package of 2 i MPFr4A6YGL 27-1/4" C3-185P3 $2826 Acrylic Trap Ltd (Biguanide Resistant) 1 U79-11 $19.40 Trap Lid Wrench 17350-0008 $12,00 Rubber Pump Base Pad Catalog No. Catalog No. Standard List Energy-Efficient Ust Dyna-Giae. Price Dyne-Max Pry® Nominal final Maximum Maximum Load Amps Apprax Ship.wL(Iba.) SINGLE SPEED QHP Voltage Dyne-Glas OYPAW.ax Dyna:Qlaa ...Dyap4Wax MPRA6DL $449.00 MPEA6DL $525.0.0 3/4 95 t16/230 73.4/6.7 11.0/5.5 35 MPRA6EL $489.00 MPE46EL $588.00 37 1 125 115/230 15.317.E 13.6/6.9 37 39 MPRA6FL $525.00 MPEA6FL $804.00 1-1/2`'. 1aQ ;1 "5/2$0.;-.:.:1!}7!! 6 .._ ._18:0/8.0' 42 44 MPRABGL $621.00 MPEA6GL $648.p0 2 2 20 .230 12.0 " 10.4 49 51 MPEAA60L $796.00. 2-.1/2 2 0 230 TWO SPEED — 112 — .54 M1?RA6YFL $723.00 230 9 2/2.5'. MPEA6YGL. 45 $$b. 2 la..' 2 a. s23i3 - 10.1/3.7 . MPEAABYGL QO 2 53. 57 T' 11 9l3 5. +www.stw-ritepnol:com t ?• , � ��.:i�'`l. '°.hi`t'rt hlh� +ty++y ;d a 1,:t�.;.F h 2� 't '- �. 4 - _ .,. ,...-.,..'.s___ -•_... ..fc.a e:tr��3�i.::5�u�n,�:£i:::i�_ '_�..s,Pt�ifd�fa�aw�i_ ;r .,, _'�.' •'1,� ® SM SERIES-Sta-RIW is proud to expand on its proven • Posl-Flo®cartridge design,and bring you the product that malms.:Ultra'Capacity FlltraticnT^.r:a reality.No longer simply- "cartridges,"Sta-Rites advanceld#ichnology:has broughan MO:DULAR'..-MEDIA..entirely new class of f(Itrat1Qn.to:th4..inslus#nr.Sta-Rite's modular. . . ; FILTER media>concept Incorporates the lat®st In media science;.perfectly balanced flow,and an Integral manifold design:namely;_Ultra Capacity Filtration.This filtration concept puts totally carefree operation within reach of today's pool owners. CERTIFICATIONS-The filter.shag be and:certified by a... - 1fSE national -reoq nized.. I :.' .. . it Y. 9 co.# to' Si:Std:80 or. OUTLINE DIMENSIONS M . A C D B _ E ® S7W WS7M400 . 28.5" 42 7 36" 50" NIEW S81VI150/1361VI500 32.5" 42.25" 8 .40" 50" SIZES A= width'. .. A�ailabie u B-%= height Npy{f G.= number-of clamps in 400& 500 a --may D= area(width)needed to takeoff clamps I. �{, 1 E= area(height)needed to remove top half of tank Sq" C All dimensions shown In inches.® E . FILTER PERFORMANCE I-•.... LA1Raw --,---- MI88iYM0 ; Mlullra11g16p0p .. . . III gy� IINCROIN •-11AR CYtl00 _ INLET 7.812 a - - - - OUTLET: I ' 9.19 2"5TARITE UNION'CONNECTIONS ORDERING INFORMATION Filter. `�Opfftnet' . lavi'Reted'"':: >I 1` w' rF743tQlrLRata;{gQNDnG"?- •:: h Catalog ust Area . ..'.Performance;.•;.. ., GPM. �f'louuRate�c$07c:H04re� 7brtk .•. �►AAr�. Number Price (sq-ft.):. at.jpl6'9PMA « Pott :pereq.it; �;a°Nia� fltBHte'° �1t>Q:Flts. 8 s. S7M720 $990.00 300 50-f30 :so.-100 24-.49.00p. so.-60,000 2" 12.0 S71VI400 $1,112.00 .400 50-90 50 '40-69;000 2 °'' 126. I SSM150. .$1,299.00 450 50-11.0 60=124 18,i4t5,0A0 :24'-B0 000 " '30 ,T.4,000: 147.'. 4l S6M500 $1,360.00 500 50-115 50-130. 18-'46;800.:: f>2 400 30--.78,000: 2°" 160 'Operating,at'this GPM will provide.the longest filter Cycles combined with the best AnO greatest dirt loading caaagity. ffI' -Baged on NSF rated flow range of.333 GPM per square foot for the'S7Mf20.:28AB Q PM-phi sq fooftortl, '87M4a0;.276.QPM forthe•SBRAt50 1d and.26 GPM per square foot for the S8M500. �lI No baokwash valve required. ll NOTE:Operating Limits-maximum continual operating pressure of 50 PSI.Poollepa(gather)application,maximum opom ing.water temperature. (Internal fitter)104°F(40°C). ACCESSORY ORDERING INFORMATION Catalo r ; g List ;...:.:Number Price Description APP�ENIp.• `j PKG 188 $14.90 Union x2°Slip Adapter=Pkg.of 2 1:' PKG 189 $14.90 Unionx2"FPTAdapter.-tPkg.:ofR 1 77703-0100 $14.90 Urilonx1-1/2"FPT Adapter-Pkg. of2 # )! 77703-0101 $14.90 Union x 1-1/2 Slip Adapter-Pkq.of A. 1 25021-02008 $142.00 100 sq,ft.lnner Replacement.ModUli, r S.7Ml20 25022-0201 S $283.00 200 eq.ft.Outer Replacement Modul0for 87M120 21. 25021-0223S $157.00 136 sq.ft Inner Replacement Module for 87M400 11 25022-02248 . $390.00 264 sq.tt Outer Replacement Module;for$7M400• 24 , . 25021 02028 $237.00 191 sq.ft Inner Aeplacerhent Modul9'or.S8M150` 18 �LI 25022-0203S $386.00 260 sq.ft.Outer Replaoe� mont Modul®1{pr SoM150 27 a' 25021-0224S $285.06 200 sq,ft'Inner-Replacament,mod6li3 fcrS8M600 18 ' r: 25022-6225S $399.00 291 sq.ft.Outerfleplacement Module for 88M500 28 44 wwwsta-ritepool.corn r" ; r M OULAR.MEDIA FILTER PLM SERIES,Sta-Rite's modular media.nitration Is now available In a filtermatched for the small in-ground and above-ground pool markets.Advances in media technology and balanced flow design provide dirt-loading capabilities up to 15 times.greater than•sand.. filters of..equlvalent size.Virtually maintenance4ree operation for today's pool owner. 'li6E •. FILTER PERFORMANCE DIMENSIONS 20 I&St NEW M E12s5 0 PL a1s FLN175V.T i SR W 10 N 8 —� w6 1 PLM100 a PLM125 q I-� PLM150 PLM175 p: 2 —a -�-- — PLM200 0 r:. 0 10 20 40 60 60 100 .120 140 160, -0utlE1 FLOW IN GALLONS PER MINUTEfin f�{ 1 .� f----15AD ORDERING • RMATION �11pOV.erlist®(GaIIDrt>s) ->l{zit ;•et „ { } l Filter Optimal* Flow Rated"' J gar, - F _(flow fiats x 60 x HOW*) �� Catalog List Area Petlormance. GPM Number Price (sq ft.) at this GPM .. par sq.%) . At 6 Wei .At 6 Nrs:, ' 000 1@-48,000 2- $0,000 PLM100 $489.00 100 50-75. 38- 100 14-36, j, Pt.M125 $519 00 125 50 94 47-126 17-46,000. ;22�60;000.. 28-75,000'.:•: :r PLN1150 $568.00 150 50-1,3 $6-150 ' 20-54,000 27_-72;000 34-90,000.- 2°.. 43 { PLM175 $586.00 175 50-131 68:1.50 24-54,000 31:-`72;000 39-90,000 '2N 45 +14' PLM200 $624.00 200 50-160 75-150 27-54;000' ''-36-72,000 45-90,000 '2.A 'Operating at this GPM wlil prpvlde the longest fitter cycles comblpad with theipest and g►,patest dkf-?igng capAQ4- —Based-on NSF recommended flow rate for commercial at.375 GPM pergpua `foot ' '. No backwash valve required. NOTE:-Operating Limits—mgAmum continual operating pressure of 60.PSI.PooVspa{bather)applications,maximum operating water temperature (Internal filter)104"F(40"0). Approir-Ship. 4. Catalog List Weight 1bs. Number Price Description g 27002-0100S $148.00 100 Sq.Ft Replacement Module for PLM100 11'0 27002-0125S $179.00 125 Sq.Ft Replacement Module for PLM125. ' 11.15 12,2.. 0 2700 2-0150S $210.00 150 Sq.Ft Replacement Module for PLM150 27002-0175S $241.00 175 Sq.Ft Replacement Module for PLM175 13.0 ` 27002-0200S $272.00 200 Sq.Ft.Replacement Module for PLM200 14.0 f U78-820P $3.10 2"x 1-1/2"Pipe Reducer Bushing eon 1.0 27001-0130S $7.50 Springtheck Valve o- vrww.sta rWapool.cOrri 48 SPECIFICATIOIVS AND DIMENSIONS—RP2100 Digital Shipping Weights (Ibs) BTU (A) (B) Water Heater ASME Heater Capron Heater Input Cabinet Flue Connects. w/Stackless w/Stackless Indoor !Modal" (000) Width Dia. 2" Top Top Draft Hood P-R135A 181 18-1/4" 6" 172 12 P R''65A 264 22-3/8" 7" J 214 195 15 P-R335A 333 25-3/4" 8" .� 234 215 17 P-R405A 399 1 29-1/4" 1 253 234 20 `Designation for Propane is "EP" and Natural Gas is "EN". Above input ratings are per A.G.A.specifications. Reduce input 4% for each 1000 ft. above sea level when Installed above 2000 ft. elevation. Manufactured under Patent No. 3,623,458. a MODELS P-RI85A THROUGH P-R405A T -- _ / (]-3/8' ASME) INDOOR DRAFT HOOD P-R1S:)A 62-5/8" — N-R265,A 62-7;8" — P-R335A 63-3i4" °ann P-R405A 65-3i8" r--- systems ach o r� 26-1/2' i o A5ME) /4� "0 --------- CAS I 0 CONNE C llV`I t `Electrical Connection On Left Side is 19-1/8" HEATER SIZING RECOMMENDATIONS Proper heater sizing is based on the time required to heat the pool or spa. If water is heated for each intended use, energy- saving rapid heating may be appropriate. If water is gradually heated up to temperature and then maintained at that tem- oerature, a smaller heater may be acceptable. To determine proper heater size, use the following guide: A. Desired water (swimming) temperature °F B. (Minus) average air temperature - °F C. (Equals) total heat rise _ 'F D. Total heat rise - hours required to �rteat = required heat rise per hour. Use. chart below to find appropriate heater for your pool or spa. SPA/TUB SIZE GALLONS POOL SIZE—SQUARE FEET . 300 400 500 600 700 800 1000 300 400 500 600 700 800 1000 Hearer Heater DESIRED TEMP. RISE IN -F. PER HOUR DESIRED TEMP. RISE IN °F. PER HOUR Model Model 25 22 18 1° 3/4" - - P-R185A 59t45 36 30P-R185A 1 1/ 1-1/4° 1" 4236 32 25 P-R265A 84 51P-R265A 2' 1-314° 1-1/2° 1-1/2" 1° 3/4° 45032 P R335A 3° ?° 2° 1-3/4° 1-1/4° 1 3/4° P-R335A104 63 52 P R405A 3 1/2° 2 3/4" 2 1/2° 2° 1-1/2° 1.1/4° 1 P-R405A 128 77 64 55 48 38 RAY PAK, INC-, 31111 Agoura Road,Westlake Village, CA 91361 4699(818) 889 1500 FAX (816) 889 4522 Raypak Canada Limited. 2605 Slough Street, Mississauga, Ontario, Canada L4T 1122 (905)677-7999 FAX (905)677 8036 Raypak Australia Ply. Ltd, 7 Geddes St., Mulgrave.Victoria, Australia 3170 (6139)560 4944 FAX (6139)560 4974 Replaces: 10-15-98 Catalog No.:6000.128 Effective: t2 15 J8 P' �)•°,, www.rgr?ok,c0l11 Litho in U.S.A.Q 1993 Raypak, Inc. Ray Pak rosor vOs 1110 right 10 cl-lange these specitications without notice. certify that this plan was made in accordance with the rules and regulations of the Registers of Deeds. Date Registered Profs sional Land Surveyor N/F JCP REAL ESTATE TRUST A� O 140.50 O , Qz o �a o S53'41'05"E - Uj d Q U to $ N12'39'50"E ci ---- 15.00 LOT 12 4 0 ------- 1.04f AC. `----- ?p00 -_-_ LOCUS bw c LOCUS MAP qR NOT TO SCALE NO O 'd co t,► <O ,� / -T ,� 0s ,_--_--- �NF? S,Q,9 0 VC, 6 'YC NG HOUSE F<O o b EXIST 00 ao OD 00 ° zo �l \ Z 0 / N �O 9 00 v."• /� `'�. �ti 6F ONE / A - F (DO" HPZAR CO 16, FL000 K --0 — - - ZONE GRAPHIC SCAM �. .wA /zj MARK LC PLA PROPOSED STAIRS 50 25 0 50 IL \Z ,� MEAN HIGH \� AL AL ( IN FEET ) \\o� R�2j , o�\ �EPNRO�� 1 inch = 50 ft. \ SALT MARSH '� ( ,\ ,►III WPC-"'�O � \0a DATUM: \ �n EXISTING PIER AL \ BASED ON MLW = 0.0 -; (LICENSE #1644) ELEV. ABOVE MHW BASED ON N.G.V.D. jIL } LOCA11ON: #98 TRACEY ROAD EXISTING BENCH, PURPOSE: PRIVATE RECREATIONAL USE -, RAMP, FLOAT & POPPONESSET BAY PLAN ACCOMPANYING PE11TION OF PILES TO BE LICENSED. DANIEL A. and WENDY J. KRAFT TO PERMIT & MAINTAIN EXISTING BENCH, RAMP & FLOAT TO LICENSED PIER (LIC. NO. 1644) IN POPPONESSET BAY, COTUIT, BARNSTABLE, BARNSTABLE COUNTY, MA PLAN BY: holmes and mcgrath, inc. civil engineers and land surveyors 362 gifford street falmouth, ma 02540 DATE: DEC. 18, 2007 SHEET: 1 OF 3 A2752 . - w I certify that this plan was made in accordance with the rules and regulations of the Registers of Deeds. i ae__o Date Registered 'Professional Land Surveyor V,7 QEL 1 6) -- 8___— FLOOD HAZARD COASTAL - PROPOSED STAIRS BANK~---j W vs d RECORD — ARK M _—— —— �yr LC PLAN EXISTING PIER (LICENSE #1644) _ M EAN Low 0 ' AtER �y SALT MARSH Oil , W ME LOW Ofi E , ' � 'wA�R • Syr, R N 0� PEPS � '0 9 AMP O��O� s 9 '�• \ � 10 ° EXISTING BENCH, �2 RAMP, FLOAT & PILES :° 1 5 Q TO BE LICENSED LAND CONTAINING SHELLFISH*--.. GRAPHIC SCALE LAND UNDER ,06 0 20 10 0 �`'•' 20 A'A of ,� THE OCEAN Q «rry� Mlp�q� � D ( IN FEET ) 7S 9 Z i inch = 20 ft. ?, N :o ,O TIDAL DATUM: EBB BASED•ON MLW = 0.0 ELEV. ABOVE MHW BASED ON N.G.V.D. P�� Ell 7 LOCATION: #98 TRACEY ROAD pF o W. ��0 FLOOD PURPOSE: PRIVATE RECREATIONAL USE pG k PLAN ACCOMPANYING PETITION OF 3 '1 DANIEL A. and WENDY J. KRAFT TO PERMIT & MAINTAIN EXISTING BENCH, RAMP & FLOAT TO LICENSED PIER (LIC. NO. 1644) ' IN POPPONESSET BAY, COTUIT, BARNSTABLE, BARNSTABLE COUNTY, MA PLAN BY: holmes and mcgrath, Inc. civil engineers and land surveyors 362 gifford street falmouth, ma 02540 DATE: DEC. 18, 2007 SHEET: 2 OF 3 A2752 I I certify that this plan was made in accordance with the rules and regulations of the Registers of Deeds. Date Registered- egistere Professional Land Surveyor W \ Z I 4 t % CHAEL r - O c! ry�.. -V � 'o .i Q W W Ww m1 W -1 �' m � a � W �Z 3 \ ( v V �I W - QC)v cVW Pz- O � Q , EQ ko �i OI -----, - � -1- \-----=---= k WV) J ' Q \� w U- I O Qf - z OU-) WWc� JAI Z Qobi m o � - NI = W O �r _ z cn Q !} m Qvv N cn� I O � I— � LLJ �W xz x I h m wl w0 w LIJ W c i I Z m %----- W m Q'- LLJ 2.4' J I ° W.Q C w z� I N HD II O X J U)z Q z W= I oW x I L4 °QL' LOCATION: #98 TRACEY ROAD DATUM: PURPOSE: PRIVATE RECREATIONAL USE BASED ON MLW = 0.0 PLAN ACCOMPANYING PE1111ON OF ELEV. ABOVE MHW BASED ON N.G.V.D. DANIEL A. and WENDY J. KRAFT TO PERMIT & MAINTAIN EXISTING BENCH, RAMP & FLOAT TO LICENSED PIER (LIC. NO. 1644) IN POPPONESSET BAY, COTUIT, BARNSTABLE, BARNSTABLE COUNTY, MA PLAN BY: holmes and mcgrath, inc. civil engineers and land surveyors 362 gifford street falmouth, ma 02540 DATE: DEC. 18, 2007 SHEET. 3 OF 3 ` A2752 A? J - i HEREBY CERTIFY THAT T1115 PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF OF THE P\EGI5TEK5,OF DEEDS IN THE COMMONWEALTH OF MA55ACHU5ETT5. at-fix.— lac DATE PROFESSIONAL LAND SURVEYOR A55E55OR5 MAP 004 PARCEL 005 ELEVATIONS ARE BASED.ON. REfERfNCE CERTIFICATE: 1 7G529 MLW DATUM REFERENCE PLAN: I 1 2GOD MLW = 0.0 v 00 FLOOD ZONE: C, 13, A 13 V 17 shoeSTRin,G � <c T L�OC—US A BAY / rn LOCUS PROPERTY OWNERS: DANIEL A. * WENDY J. KRAFT ONE PATRIOT PLACE' POPPONESSEI"BAY FOXBOKO, MA 02035. LOCUS MAP 5120 39' S0'`W 1 5.00, �O� `L=48 QO R=55 00 O 5-270 20' 00"E CP. 34 00' �G -0 51 9° 03' 00W 73 00' s 2�6,pp,`cO�p 0. Lp_L I Z \� cic ZppP��S, MhVv 0 700 200 �9 Feet 77- EXISTING PIER .iq "'•, SCALE: I ' =.1 00" lz spa s� 5120 00'.00"W5tsTERI- sa STEPHENO � J. By ,' DOYLE �!A PROPOSED PIER EX EN51ON NO. 37559 PLAN ACCOMPANYING THIff PETITION OF DAN(EL 11VENDY KKA F TO CONSTRUCT LICENCE AND MAIN-TAI'N SHEET I' OF 3 A TIMD.ER PIER,EXTf-NFS,IO:N I"N TH„E.WATERS OF a f'OPPON:E55'ET BAY COTUIT, BARNSTABLE COUNTY, MA DATE:. I I - 10- 14 SCALE: I "= 100' Plan Prepared By Stephen J Doyl.e and Assoc.lates 42 C4 te�rbury. Lane, East FalrnarvJth, MA Telephone: 5.0`8/540=2 534 �r I HEREDY CERTIFY THAT THI5 PLAN HA5 BEEN PREPARED IN ACCORDANCE WITH THE RULE5 AND REGULATIONS OF OF THE REGI5TER5 OF DEEDS IN THE COMMONWEALTH OF MA55ACHU5ETT5. DATE PROPE5510'NAL : s `D 5URVEYOR A55E550R5 MAP 004 PARCEL 005 ELEVATION5 ARE BA5ED ON REFERENCE CERTIFICATE: 176829 MLW DATUM REFERENCE PLAN: I 1 260D MLW = O.Q FLOOD ZONE: C, B, A 13 V 17 o0 PROPOSED Y PIIB ESQ. p O 5TAIR5 -.. EX15TING PIER LIC. PLAN ~ 12193 -� REMOVE EXI5TING BEYOND EXTEN51ON l PROP05ED FIER; EXTEN51ON W/1 2"PILES 5 BENT5 - 10 PILES J �qR p3 W p:0 x 0 M� x . x PROPO5ED _p Q3 3'x'16' 9 0' x x RAMP m x p p 3 (' `03 ' f X •� "9 ! �,o,x fro , i3 x I x x PROP05ED 8'x 18'PLOAT 3 . �•p x x �.2 •8 O , , x 2 S� 6 3V 60 T -23 Feet. / x ''3 x e X ' SCALE I" = 30' PLAN ACCOMPANYING THE PETITION OF DAME WENDY KRAFT y, TO CONSTRUCT LICENCE AND MAINTAIN o sr�PHEry cep A TIMBER PIER EXTENSION ; DOYLF IN THE WATERS OF `� rdo. �,s9 �1 POPPONE55ET BAY �� F N�V COTLN'T, DARN5TADLE COUNTY, MA'S � h � �smama DATE f I - 10- 14 SCALE: i "=30' Pian Prepared by -T =rlbwry, e:n J. Doyleand A550"'tes42 Lane, East Falmouth, MA Tele;p'hon- : 508/540 25.34. n St1EET 2 OF 3 w 15' BEVEL 60" ( ) Ilk-- TYPICAL PIER BENT EL=9.3 NOT TO SCALE 2"x6 RAILt►+of �i . LINDA J. 3„ PIN 661 10 " " A " N .v4 W4 L- y � 2 x6 RAIL Q 0 o�F G�S T O' EL=6.3 S�orvnL EN 2" x 6"' DECKING WITH 3/4" SPACING 2"x12" JOISTS (USE 4) 3�4" DIAMETER STAINLESS STEEL BOLT (TYP) 0 0 3'x8" YOKE 0 3/4" DIAMETER STAINLESS STEEL BOLT (TYP) 0 0 _.._.._.._.. _.. _.._.._ _ ._ MHW = 2.3 0 0 3"x8" CROSS-BRACING (TYP.) 0.0, GRADE 12" DIAMETER' TIMBER PILE 14' O.C. (TYP) DRIVEN TO A MINIMUM DEPTH OF 15' OR REFUSAL PILES AND OTHER STRUCTURAL MEMBERS SHALL BE CCA OR EQUIVALENT. ALL REMAINING TIMBER SHALL BE CAQ OR NON—TREATED COMPOSITION MATERIALS. .,, PROPOSED ACCESS STAIRS—TREADS TO BE FIBERGLASS GRATING TO BE 'FLO—THRU', OR SIMILAR MATERIAL AND SHALL HAVE A MINIMUM OF 65% OPEN AREA. RAMP (3' X 16') EYEBOLTS TO BE 18" IN FROM END OF FLOAT —DECK EL.=6.3 -71 _ MHW=2.3 N \ FLOAT DOCK MLW=0.0 BOTTOM /4" X 4" POSTS FOR STAIRS (TYP.) ° EYEBOLTS.WITH CHAIN (TYP. OF RAMP PROFILE DETAIL (TYP.) 4) TO BE USED AS FLOAT 'STOPS BOTTOM ELEVATION 0.5f NOT- TO SCALE PLANS ACCOMPANYING PETITION OF DANIEL & WENDY KRAFT TO CONSTRUCT LICENCE AND MAINTAIN A TIMBER PIER EXTENSION IN THE WATERS OF DATE: OCTOBER 16, :2014 POPPONESSET. BAY SHEET 3 OF 3 A.M. WILSON ASSOC., INC. COTUIT, BARNSTABLE COUNTY, MA JOB NO. 2.1798.0 9 20-0" i 5'-D" 12'-O" 3-0" cy J I X�, BATH I I Ln I N � 5-0- I .............._..... ® O DOWN 14 RISERS N LIVING ROOM I i � I A ------- 12-0" 0.4. 1 11 1 6-1 20-0" I I -711 I I I I I I p I - I I 10 I I I B I I 9 I I I I I I I I I I I I RC OF BELOW I I SECOND FLOOR PLAN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Cal'Y'age .House JOB NO. c� Kraft Residence 5269G. Second Floor Plan � Cotuit, Ma DATA: 4-18-06 1/4"=1'-0" rlThe MZO GROUP DESIGNERS- ARCHITECTS•PLANNERS u�txe M�pueue tRADmon 9002 29 :01 :06 6ti idd P@M 6MP'd-96929\a6eJe6\l?nioj\ij2L\ :N i PRIVATE RESIDENCE 98 TRACY RD., COTUIT, MA ENCLOSED CRAWLSPACE 02 OOX Den 1 e l H R e y n o l d s D e a i g n C o I I a b or a t i v e l c. 4-WASTE SEPTIC SM.DEC. ML. CAS WA7Ep UNE CNTRLS. fNNEL PAMEL SUPPLY SUPPLY a i in re Cs n a u lla n l e S l r U c. Enp, ENCLOSED Ll CRAWLSPACE o1 � \ R.J.Farah Engineering OOX I \\\\ Slnabn aldi al and Building Envelope Errypneaa \ 8OMadveleA*, Stoneaam,MA 02180 0:617-645-Ml F:781-2790173 E'retliid� m Mehengineemg.can O O mm pWASTE - C o n t r a c t o r. SUPPLY LIRE .. `. ` LeBlanc Buil der CO.Inc. C/ .Av rno< Michael LeBlanc SUMP PO box 3414 Wapuolt,MA02536 ILl d CC) O:5DB477-3881 F:77a521.3656 E:lederclolldna®coxhom.net 1 General Nate 6: MEP CONTROL ROOM OPEN GC TO ENSURE ALL CONSTRUCTION COX BASEMENTAREA TO COMPLY WITH CURRENT CODE OOX REGULATIONS. '"o BASEMENT ILL.- F h SITTINGAREA OOX w_ F �" 37a BATH (--- COX O O ENCLOSED CRAWLSPACE 03 F OOX II NR 77 ❑ O HANDLER . u II I I WATER HEMER CODYrighl: THE DRAWING AND ALL OF THE IDEAS, TS,DESIGN AND PLANS INDICATED BASEMENT O THEREON ORNREPRESENTED THEREBY ARE OWNED ACCESS HALL _ BY AND REMAIN THE PROPERTY OF DANIEL H. OOX REYNOLDS DESIGN COLLABORATIVE LLC.NO PART THEREOF SHALL BE UTILIZED BYANY PERSON,FIRM OR CORPORATION FOR ANY PURPOSE:EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM DANIEL R.REYNOLDS DESIGN COLIABORATIVELEC. ANY ERRORS OR DISCREPANCIES ON THE DRAWINGS,SHOP DRAWINGS AND DETAILS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE THE WORK HAS COMMENCED. DIMENSIONS ARE TO BE USED AND NO DRAWINGS ARE.. -....: :..... .... - _. : - - E TO BE SCALED POOL CHANGING CHANGING COPYRIGHT(C)BY DHR DESIGN COLLABORATIVE EDUIPMEW ROOM01 ROOM 02 ENCLOSED LLC.ALL RIGHTS RESERVED. _ OOX OOX CRAWLSPACE 04 COX• , :: 1 !E Dr e a I ng Inform align: �.. 2016-27 HJRK } DHR v 17 If4' -1/ 1 .0 1 EXISTING BASEMENT � BASEMENT FLOOR PLAN:EXISTING .� PLAN f A100 PRIVATE RESIDENCE 98 TRACY RD., COTUIT, MA CRAWLSPACE 02 011 D a It i e I H R a y n o I d a NEWCLOSETWNLASSEMBLY Da a1g n Co 11 a D o ra t i va Ilc. V4 STUD FRAME 411 16'O.C.,MS'FlN. M.R.GWB BOTN BIDES,CUO INTERIOR n x o x n OF CLOSETS WI I1T RED CEDAR P WASTE SEPTIC SM,ELEC. TEL GAS WATER DNE CNTRLB. PANEL PANEL SUPPLY SUPPLY 4 n e 1ni'e i s n a r o a s n c o m•'6ia o s aia Con s aft8n Is Sl ru[. En g. F CRAWLSPACE 01 - --c '_. STon. . ..`..• R.J.Farah Engineering 010 p SInlcNral and Building ENMope Engineers 3 33 � 80 Mo�eAve. 0:617Sbn-645-08012180 r-1N- sa:P ai0f• saP r-rW! ry1, F:781-779-0173 ® ©\ E:nio id@,ftrshengmeerin9.— `8'FlN.PAOOUTTO EXISTING FNISH IXISTNG Con 1 r e C I o WATER 4'WASTE g IALLYCOlUMN6,TYP BASEMEN FOUNDATION n SUPPLY UNE FRI.X F105TING WALL W/1%A1TL a4SEMENTFOUNpAT10N STRAPPINGANDM.R. LeBlanc Builder CO.Inc. p MLWIIXMTL GWB,TYP Micheal LeBlanc ..L/ /AV.:NTROL STRAPRNGANO M.R. PO 414 GAS,TYP SUMP ILL JI1 W4.1t,MA Waquo4 7-3861 6 o:soeen-3eB1 F.774-521-3458 GYM E:kMerxbmlMe�mmces[rret 002 MEP CONTROL SEE 9AWD G e n a r a 1 Nate e ROOM C 009 - GC TO ENSURE ALL CONSTRUCTION TO COMPLY NTH CURRENT CODE WIFULL EIGHTPALL REGULATIONS. BASEMENT WI FULL HEIGHTPLAN MIRROR SIF1 ' OOi REE PLACE EXNTNG DBL DOOR SETWINEW FULL WSION 77W DOOR BUR NEW DEPRESSED FLOOR AREAFORGYMEOUIP.,ALLOW 9fi MN.CLEAR HEIGHT CLAD COMPLETE WALLWIM R. F100R Wl tIC gEBIUEM GWBFlN.SHEATHING COA1POsaamMATI'm 3M BATH FULLAREA 007 r« F. : .,....:,... s,.v ti •y.ra ,. . i CRAWLSPACE 03 % I NEW 12'%BO' CLAD FlNISHED WALL NEW BALLLTWALL DOOR PAIR WI FULL MEIGHTPWN pSBFMBLY 01P MIRROR 2%6STUOFRAME@6' I 'NR OC 9B R MR, DLB.BALLET BARRE, H4NDL� TOPBARRE®49AFF, G"�OE SOSUO % I BOT BARRE®34'A FF BLOCKING @3TT0 STAFF BASEMENT wATER HALL HEATER MECH. - C o p v r l g h t 004 STORAGE THE DRAWING AND ALL OF THE IDEAS, BASEMENT 003 o ARRANGEMENTS,DESIGN AND PLANS INDICATED THEREON OR REPRESENTED THEREBY ARE OWNED ACCESS HALL _ BY AND REMAIN THE PROPERTY OF DANIEL H. OO8 REYNOLDS DESIGN COLLABORATIVE LLC.NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION FORANY PURPOSE:EXCEPT —'WITH SPECIFIC WRITTEN PERMISSION-OF'THE-FIRM ... DANIEL R.REYNOLDS DESIGN COLLABORATIVE LLC. ANY ERRORS OR DISCREPANCIES ON THE I DRAWINGS,SHOP DRAWINGS AND DETAILS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE THE WORK HAS COMMENCED, E USED AND NO DRAWINGS,: DIMENSIONS ARE TO .. ,. .. .. ....- ...17777777777777 ,.. .�. ARE TO BE SCALED. POOL CHANGING CHANGING COPYRIGHT(C)BY DHR DESIGN COLLABORATIVE EQUIPMENT ROOM 01 ROOM 02 LLC.ALL RIGHTS RESERVED. 006EOEF CRAWLSPACE 04 013 s Dra N in9 In to rm a l l o n. ..®. 2016-27 g JRK 1a D H R @@@ 08/28117 BASEMENT FLOOR PLAN:NEW 1' NEW BASEMENT FLOOR PLAN .m A 10 4 PRIVATE RESIDENCE 0 0 21' 98 TRACY RD., COTUIT, MA a o 11 e n e l H R e y o I d s Design COIIs0or In0llve IIC. ENTRY PORCH LAUNDRY V ® BATH 01 MUDROOM 101 104 --, 105 106y < ^+- eee . I p .��4pve�ianr.x�a'�c..�,m COAT CLOSET 103 al ♦ Cnnenllenle:Strvc. Eng. R.JFarah Engineering 60Morele Ave.STAIR 02 ® Sf 7-64 MA02760 5001 F:781-2760173 ENTRY E:reMid@r fereh"bwdne= FOYER 102 crGUEST - BEDROOM BATH 02 KITCHEN LeBlan.Builder CO.Inc. 119 118 107 NNd Le&enc r ——— PO Don 3414 I ld .� ———— O E E:IdWncbul774-521.3458 oomraeLnel O ! General Nate c. v GCTO ENSURE ALL CONSTRUCTION PANTRY TO COMPLY WITH CURRENT CODE 110 REGULATIONS. L 10STAI 01 61rr ——— 109 1 SCREEN \ --. _I L___.._ PORCH it PWDR RM. 106 116 I I I ® I DEN LMNG RM DINING RM 115 Fill . i Copyright: D THE DRAWING AND ALL OF THE IDEAS, ARRANGEMENTS,DESIGN AND PLANS INDICATED THEREON OR REPRESENTED THEREBY ARE OWNED BY AND REMAIN THE PROPERTY OF DANIEL H. REYNOLDS DESIGN COLLABORATIVE LLC.NO PART ! THEREOF SHALL BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION FORANY PURPOSE:EXCEPT I ® _ WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM .. -.DANIELR-RF-Y,NOLDS.DESIGN.COLLABORATNE LLC, 6t¢ ANY ERRORS OR DISCREPANCIES ON THE 6Irt 610 DRAWINGS,SHOP DRAWINGS AND DETAILS ARE TO BE BROUGHT TO THE ATTENTION OF THE COVERED COVERED ARCHITECT BEFORE THE WORK HAS COMMENCED. PORCH 02 PORCH 01 114 ® ® ® ® 113 DIMENSIONS ARE TO BE USED AND NO DRAWINGS 2 ARE TO BE SCALED. COPYRIGHT(C)BY DHR DESIGN COLLABORATIVE LLC.ALL RIGHTS RESERVED. tP 6Ry 0ra•1ng In forme t tan: ..m: 2016-27 g FLOOR PLAN:EXISTING JRK 4 1/4r'—l�—oe D H R 08/28117 POOL 114, EXISTING FIRST FLOOR PLAN A110 CONSTRUCTION NOTES DON,,D�R 6��N6IDN6A�T F—FNCEOF RDpRDYGHFpA NGtDxm.tTGR.G�a A tGnxAtTpR�w Pp�DEAxNE�66Rx YRE6TO—ECTTHEwDpI�AxDDTHEHPEp6°,�DYPoNGtDxu—T,Dx Yx 6DH�H6EINwG�� xERwRFm�E66HvaE,w—D�THE FD6xDR,u.�6Raa6F 61 PRIVATE Du St—IH THE FIELD PRIOR TO CONSTRUCTIOx A NOTDYARCMTECT GFµv OISCREFvxCIES' aEO°�wwim b TH��ERFONCOORWp n°N°FTIa:wDRNUx°ERnn6 C°xnUCT NTIHwvwOF°n6A TRADES.`rt TORTO°finvx um PRONE—RWm�CM°R eu.pLE6 FOR PROFER CCL°R S CTWam FwNAPPRPol°FALL a.CONTMCTOR6HWI—EALL—IB IN CdFOrMµCE WRNALLAPPW'•wcBUIL041O CEEE.WORN 6WVL BE CO„PIETFOw R N ALLASPECTS OF puTSIE CANTMCTORS WOPotIFq ONT,¢pRpPERrv. FlNSHE.F..To w6TM .. ..0 THEGTE6TE OF�x66..FD-F�PRE�MIDxAxDml�xGtDD�ws6ExERG. aF�EDFpE�6ANpxwNEFlx tLFµYPD~E6TI�AtnONpFHEDw t�RRGDR6xAE I nx�,E66HALL�GLA�t�Y�AtE A�aPRAD nI�.RDOxFD� W�GENERALLT11— — RESIDENCE xSEIDPTION CODE MAS6.PLUI,sINO CODE,tMTIONAL ELECTRIC Co.,µDALL OTHER FEOEML.SrATEµOLOCALAENCv AxOMo6.CPRv6nxC 6HALLeE CtASSa WnHANINIMW Cgn�pgplApr OFF PER SOUPRF CExnuETER. RE°CLUTOxS HAVING.JPIBpICTION OxERTX1$PRO.IECT.IN THE EVENTOFANY pISCREPANCIE9 BEMEEnAENCV REOUwFxENT6.THE BE��SPONINUE FOR REHEOVAL OF ALL CONSTNUCDONDEBRIS FROD PROJECT BnEµO6,wLL PROVIE OIWPBTERS ETC.AS REDYIREO, IxTER Co'_ 61wLL-uC—THEMORE6TWNGEM°FREOUIREMENTS. p DENNIS ON A--S. uiGw6,MB°MO WORN 6wvi SE°°NE Ix ACCORDANCE"THE pRrvUII CONBTRUCTI°N Nara)aOON,-1E—PREPMED e.A WEN 6NNL DO—WITH THE S—FIDS OF THE NATIO.WLBWiD OFFlREUNOETZP R6(a—),Ix0U6TR-RISK INSUF—E 6W41�RESPONCIOX FOR THE PROT 11-oG ALL-STING 6UR1—AND OTHER IxBT.WATION6 TNOTARE T° err'UNITED BTATE6Gw6W..il MlxBµD 6EM,e 6IwtBFTMEpµOnxWHfDIx ACCORGxCE W'THKwUFACtTAtEA'B MerHIATIOx U OEmxLrt rFD.FACrrnrvrwnwLlFw ONTHEAPPUGa —NGBURFw,THE nATIoxu ELEtmIC ODDS DD:cI,THE.v�RN.w Gfi ORNNG THE SPECIFIED —DE AND wIMNN FIRE EICTIN NeFer ON PROTECT—DuF- Fee—FHrv`Twx6. ASSOCNTrox(M.y.µOTNEIA1EnICµ BOCIETVEHEADNOArAAIR—HT,ONINGEHGINEENED—E).occuwnoxALaAFExAFn COxSTRUCnON. ,B.P—.FORGVPSWaOHmµpw000 COxeTRUC110N PRONE RI FINISH COATS OF PnEFaW,GPADE PAINT OVER eIxGLEtOAT —THE—CT. A01E—CTu OSMy,APPUGeLE STATEANO CrtveUILDING GOES µOTHF.REGWRExExTS OF PUBLIC UnLT•COxvµIEB OP1F FWRCIMS Wpa SHED µOINCONPORATFD INro THE wqa 6HALLExEw,UNUSED AtmEOUNnT COLA'nn&EPRwFTL6uPFn6PECYRETH+I —DOTNTSNBr PAMreCNEOLEI av NExwlmr wOORE,ORMPR°vF.°EO---NT xG H6 S To Sae RxAnRE mR�RAtn�W�T"`"`xATE—T°"E 6D�6 w" A`"RER. 9 S T R A C Y R D.. +plTMCI°EEWp 6UBCOMMCTg6,61W1aE LICEx6ED Sv,PE STATE INwHICH TPE N1NECf LS LOG,FDAxDAPPRO.£pIH rWwUFACTURER6row�rmAnON6AlA BE5r6rA °F THE,RADE60rvOLVEp. tFYAu OGTIOxSAxp 6I1ESF RERMa BtppE.ANv pDATxRWb�6IH CO1FUCrwITH xEW _ , EB.H RAtTDR6HA nEG EwI A GwEx6IDH6txFI�PRIDREDx6TRYD Dx N°nFrANtxITECTO—DoCREPAxaE6ON t«6 RY�A66Ex" B BEaROYG D»�.RtxnEtsa ExnG wW�nwG.YD«A E.. - , C O T U I T, M A OR SHALL FIIEALLAPPUGnO,b.PAY FEALLxEE68µtPERNRSAN06ECWE tERDFIGIESOFOCCUPµCV F°RTHE DMWIN0.5. PRUIECT. WICOO�� DCOBCOMMCTORE MS�TED�T°VERIFYESI NN,GC°NORl°SE IORG N.Ep�°CNO 1°SEE-1-1 TOA7O,FM W,OR TVPEOUGRIM6 x, p �I COMMCT01118 TO MEET Wrt11n1E OWNER wtIOR T06TARTIHG CONSTRUCTS. CONOmON µ NNECn u 1N TI NTNtFN uMITED I L L TI nO:S CON TOR a,REFER TO BHEETANm FOR TYPICAL ATOUMING HExwDB OF PLU•ING FUTURES. W m� TH °MMCTSWTLLPHESENTTHEWILDIN°°PERMRANDINBUR CECE FIGTEST°THE0 RPN°RT°STµnNGCONBRUCTION Owx MAID_REOUIREDAptU6rT. ST°6v6TW COx9ONENT6µxECDE88nATED av ACTUPLFlE,➢°Otmrtl°xBATNOADDITIONOLCOST CRONMCHr1ECr�REPSRf IXiE S µYDISCREPANCIE6 BETWEEN TH PAWINGSµ0ACT14LLFlELD CO,IDInOxS T°THEwu1DECr Wal,EDEND b E BEFSTR 1 QNS. --�WALLTOSEEMOLISNED ®E%ISTOJC—TO-- NEW WALL ILp' D e n 1 e I H Rey n o I d 6 31 Dee Ian C011BbOr Er TIC. . _ Ig III evDaA e A�lvpeen�.�n,PA raps rle..c.m MUDROOM XL- Cen a Bllenls:S True. Eng. 1m I R.J.Farah Engineering SEE 17A5W I SUudurel and Bulling ElNelWe EPlglorere X-H SO Mmdvals Ave. Slanenam•MA D218D 0:81784SOBD1 F:78+-27M173 E:-Nd@lllamhse;neenng.Can I POWDER 02 �~ ( $N ,7 105 111 Con IraCIor: SEE 2&%ul I 9 ® ® ® ® 7/77/77/777=, Ig� LeBlanc BuildererCo.lnc. T�U.NDR,Y � MiWNLeBlenc• F PO box 3414 ENTRY L0:508-4 7MA-3881 8 PORCH 0 0:508-477-J881101LF:774-621J458 ENTRYCLOSETR 7aJ Genera I No I C 103 WAUX GC TO ENSURE ALL CONSTRUCTION 101 ® I _ z TO COMPLY WITH CURRENT CODE REGULATIONS. ❑ ❑ _ ENTRY FOYER mA,� o 102 �e � B NO £ ,�., aPENm G KITCHEN SCOPE 107 ...._... SEE 1/A501 a •I A, PANTRY GUEST 3 110 118 --_ 8� SEE VAw TO. vwus \ BEDROOM ——�. AI1GN sEEx7AwK nucx ____. ..--_.. x0 T F c o P r r l g n l �� ®4TAFF - " '" r THE DRAWING AND ALL OF THE IDEAS, smom ®;a .� +•. THEREONOR S-1n g +.r f, ARRANGEMENTS,DESIGN AND PLANS INDICATED b • GSEO+OPENING WED OPNG I I BY AND REMA N T HE PROPERTYOF DAME L HSENTE OWNED REVNOLDS DESIGN COLLABORATIVE LLC.NO PART 'r ti POWDER 01 4 I;I H THEREOF SHALL BE UTILIZED BY ANY PERSON,FIRM sI �+,/ OR CORPORATION FOR ANY PURPOSE:EXCEPT SEE)WID( 1` - — — - WITH$P-ECIFIC_WRITTEN PERMISSION OF THE FIRM e DANIEL R.REYNOLDS DESIGN COLLABORATIVE LLC. aucx C RN.FLOORS ° ANV ERRORS OR DISCREPANCIES ON THE DRAWINGS,TTSHOP THEAWINGS ENTION OF THE ARCHITECT TO BE BROUGHT TO THE ATTENTION OF THE dI B ARCHITECT BEFORE THE WORK HAS COMMENCED. DEN ❑ �/ LIVING RM % L— y DIMENSIONS ARE TO BE USED AND NO DRAWINGS e 9 11S / 112 - ARE TO BE SCALED. / \ SEE VA505 / \ CPALL GRIGHTS R RESERVED. COLLABORATIVE L t � r I !a DINING RM r • zs +'+3:' b �E 111 BAR ® 108 m rn r% rn ALIGN v SEE WASP C S-S SA• �ArdK' <v — Olewing Into rmellon. x.o. 2 0 1 6.2 7 f £ COVERED \ LMNG RM. COVERED &FLOO?R PLAN:NEW JRK PORCH 02 ❑ /'\\ ADDITION PORCH Ot �41t- I"O,t D H R ®_ 114 112A a a 113 08128117 SEE I1AE07 SEE IL16M 114' 1'-O' ., . _ W NEW z ® -----�----- � --- `� _ � FIRST FLOOR -.ta• a-n>f• ralg• 7.11V raU;' ra' PLAN f € € € € xxm A114 PRIVATE RESIDENCE 98 TRACY RD., COTUIT, MA _ ----------------------------- I y Des gn Collebore tive Ilc. l ezaxn I \ I \ 1 (� C a neultants:51rue. Eng. --------------------- I R.J.Farah Engineering S4ucturel aW Building Emlope Erhpneem (1 (1 W.I.C. I 80Ma%WIAre. 214 I Stnnehmn,MA 02180 0:617-645-0901 F:761-27&0173 __——___ E:reads®IjfeleHengi�eriig.can i � I i a ontr ctor: 4 LeBlanc Builder Co.Inc. Midwel Leal— PO I I 3414 BEDROOM 04 '' BEDROOM 017�Noa4 MA� 212 536 2 44 0:508477-3881 2ND�FL F:774521-US6 HALL E:IdWnrLldldee®cvmrest.nel 201 —STAIR'01 �TA7RW ❑ D2 D3 General NoIas: BATH01 GC TO ENSURE ALL CONSTRUCTION \` \ 21 ——————1 ® 205 TO COMPLY REGULATIONS.ITH CURRENT CODE \ 213 � _ \ I \ MASTER MASTER \ W.LC.02 W.I.C.01 + O 209 208 ♦ I I 0 I I I I� MASTER MASTER BEDROOM BATHROOM I (� —_- 207 F 206 I o\ � \ i i I i BEDROOM 03 Cop7righ 1: ------------ THE DRAWING AND ALL OF THE IDEAS, 217 ARRANGEMENTS,DESIGN AND PLANS INDICATED REPRE THEREON ORD SIGN COLLABORATIVE THEREBY ARE OWNED PART BY AND REMAIN THE PROPERTY OF DANIEL H. I REVNOLOS DESIGN COLLABORATIVE L-C.NO PART ZD I THEREOF SHALL BE UTILIZED BY ANY PERSON,FIRM I OR CORPORATION FOR ANYPURPOSE:EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM —— — J— DANIEL R.REYNOLDS DESIGN COLLABORATIVE LLC. —— ————— ANY ERRORS OR DISCREPANCIES ON THE DRAWINGS,SHOP 2ND FL. BE BROUGHT TO THE ATTENTION OWINGS AND F DETAILS ARE TO THE BALCONY ARCHITECT BEFORE THE WORK HAS COMMENCED. (l (1 l 210 (\ - DIMENSIONS ARE TO BE USED AND NO DRAWINGS .� ARE TO BE SCALED. COPYRIGHT(C)BY DHR DESIGN COLLABORATIVE LLC.ALL RIGHTS RESERVED. F ' Drer inp In forme l ion. ,..0:2016.27 g � FLOOR PLAN:EXISTING JRK D H R 4 F 08/16117 dEXISTING SECOND FLOOR PLAN Q A120 CONSTRUCTION NOTES RNwN°S.�L—SI°N6xRETH�HFRDMFBDEDfM�DxRDRRp�XfRHIN°DD",RHD—T.—IF~. DDxRRD,DR�w �GDERx �6EB6RMEAH6DRE6,DPRDEDTTXEwDR�6wDpnEnPER6DN6pxaxpcDx,R�TIpX px�66D�Nw6EIxpIDREo�IxER FIxI 66x�BE�aRED�DBY R6XnEm6fIHI6NpRRw�6pnN6�EBl PRIVATE OIIEN6idYS INTHE FlEID NLIORro cONSTRUCnOx AND NOTIFYJWCNITECL OFANYDISCREPANCIES. N TORMOS NN�PRDvbE DYm YM-DOLOR Sy Ux,FOR PROPER COLOR SELECTNw Arm FlMLL APWtWAt Of Au pwx �M DMTSIDECO—QUH�R,�BpDxmKTwm wDRHDED�R B pw� 6 LO a �6XN I6IHp pRM.xpEwrtXH �xG B�pINGDD�6w E..<BEEW.. nD DD DpBIDEDDHmHpGR6 I�Dx �pPERr. FlHI6NE6PRI MN IOI-EIA9.S.VMFORMFIREPREYENIOHAMO BUI,DIxG COOS MNW.ENERG EPTEJOB FREE OF DEPoiI6.WOrMI¢FlHLLCLFNIUPTO TIE GTI6FBCnOH°FTHE OTHER.CONr1UCTOR 61W1 BE CLw66C(6W6aCE Pi v.¢BPREgD oGBE E Do JURAPM��G TIBEFR°HHLEL�mppD°E,.r,D�L°�LfEIRw.�RTE,wDLDREQUIxG GDx,ONTDRMOR.N ,wR N��LLBEDL�6,w.TX.MIxIMuw„GRn, TwGo<m>m1MIxI�.,wDpxE°PoRTY,�GExER,�Y�GENE„ RESIDENCE oODUn ORSNN oNWRYSm xOVER INDENT OF Ix TXEEYIINTS. OiSCREPAHtIES BE,wEEN AGExGREpuiREMENT6.THE EMONIS DEBRIS NADP I OF�-IS. NSTRUCTOx pEBMS FROM PROJECT 6ITEAN06wLL PRONOE OUMPeTERS ETC.AS REOmRED. RMw+rfLu%°f.)]w/TT6PFa60UMEC-ESTEEa C TRACTOPfiwLL OBSERVE THE MORE BTHINDEMDF REOUIREMENS. R OVEALL OEBRI90NAONLY BASIS. 9uMBDNm wDRx 6NALLBE OONEWACCONOWCE wmIllE pmyfµLCp,6,RUCTION w14,BOOx.U,EeT EDITIOx.PREPMEO S.M--COMI-wmJTHE STNmMOS OF THE N-OHAL BONLD OF FINE UNDERWRITER$R®FDJ.INOUSTRML RSNx6u-S D.CONTRACTOR SHALL BE RESPONSIBLE FOR THE—ON OF E%IBnNG SLISDOOSAND OTHER wSTNJATION6 M4TMET0 REC°rylE"w.nOx6 UM�J°'N8H"°6FAM66NaMTMFOµpFlxIEXEOINA000RmwCE wnXMHxUExCTYRETB IxefNlRlOx UNDERIMITEN60.).FACTORY WJ,uLL1FwI.OR THE JWWCIBIE M NG eUMEA{J.THE NATONAL ELECTmC-OaC ENaFmuW GN: rz xroINACT WMLE PERFOm.C,m THE SPECIFIEDN'ORK PRWNE/wO WJNAw FIREENINGUI6IENSWPNWECr6rtE p1HWG AssocwnoNN N..VNTL¢N.¢WGVJ SOUEn OFHFAnNGANDNRC°r•mOMxDENOUJEER6(/.9UF).°000MndNIvsE - GP6W BOM°N1p WOOD C°xS1NUCnIXJ PR BEi,A NRE-Ox105HN.APRJGBIE STA,E AND CnY-IND CO DES AND TIE REOMREMENTS OF NL-IC N---S C UCI,Ox. OVq TYD PIFOBSX COAi60F PRFIAIM GR.YpE P.VN DYERSw[SE COAT NO THE PROJECT6nE. uxIE64 vmIGTmWS11ry FCA FAU C�6 SXEoaxOIxCORPOMn:O mmOnE wdac6XAUBE NEw,UMJBEO AND OF Ouu„v R.6UPER SPEC URET,MJJEAINVO RwISH ev IWrn6CXE0-III ENJM,IN MOOaE.Oa'vPNOLE°EOR- PNN m"MRAD EA'"B"`"M E"M B'° E B 6 ^P 9 8 T R A C Y R D. CON—OE DD mS SUBC°NTRAC,OR616HNL BE LICENSED BY THE BTATE 11-NDN TE PROJECTI6 L°GTED AND APP"OYETI IN MWDFACNRER6 REC°w.ENOATU"NSSNID BEST 6TAN�APD OFF-EE-DES IxvOLVED. YERIFYALLwxIDpWLDG OM6AND6UE6 FOR RET•UCEMDT CAPE ANLDGTulN6/6pE6wpONS. I1H lFW , FYANCXITecr of AN rnscREPSSJUEs aH 111-1HA6SEUBLIE11-LBEBROUGNTO,"EracxrtFGTBAT,ermpri.IHvminxG lM,rtpWTELY R6",I.EF�A APPLIGTDx6.P"YFDR�NEpEBBAR PERN6.m6ED"RECEN�IUEBDfDUDR pYFDRTXE DR—MOM FEB ERIFYNLDIMEM6IDH6IHFIEDPWDN6DHBwDGnDx.„DTI 6EEDE DR WA PEp�MNE COTU IT, MA oJECT TXcEcw+„ac,aLNmAu suecoNRACTORs wsrY,srtTNE snErovEnIFY Ecsnxo wxpmoxs PRloRroANwwN.EnBTnJo m. NLwm, THE cpxmAc,pRmrora:ETwrtX„E ovmER PNIONroNARnxG coxsmurnw. coxommmAxp wxNECTmrJSJNJE BAsso uFDx uaoRxATIw I.RETERrosXEETwsm FORTwIDxMOLorrwc XExaPrs o<PLIA9wG FOOLGEs. I I THE CONMCTdi vALLRiE6EM,lE BuIBUIIIHxDPEiOIrt.wp W6URArJCE CERTR1GlE6TOTHE awNFa PWmIT°BTNnINp COxSmUCnW rMIO:RE°UIRE°A°NS,PENSTO6YE—OMxDWNTx ASNECESS-EDBYAC,WLFlEIpDDMx 1SNTN0A00TnOWLL wN'EwOR�MUCrR.REPONANOISDAflMNCIEb BETWEEXTHE OPAWOIGSAxp ACTMLFIELDCOrmrtIOHS-- BEFORE ARCXOECT ^ BEFORE N BEGINS. _-- wuLro BE DEMOLSXEO ®ENBTINGWMLTORFMNN J NE— I I I I _ I D e n 1 e I H R e y n D I o e I. D e B i 8 n C o l l e b p r e l l v e I D. I I .,DTA I B I I .�'•r IN,.Y 'Ia I I - CB ne U l la n t e:S true. Eng. I I R.J.Farah Engineering ShcMrel aIM BuUd lg Enve Dpe ErOmBNs I 80 M.WSle Ave. Sk O-.MA02180 0:817-6450901 F:781-279-0173 I I E:redddg�rereABmlolcering.00m I I I I COntre ClO f. • I I ()' m-----------------------------__ dldc Builder Co.Inc. itlmel LeBIMc J I PO box 304 V%WOL MA 02536 0:508477-3881 \\ F:774-521-M58 \ E:Ie1bBnD1NBden�.nEt sa € 4•.,P 4 BATH oa \ I Ge n e r el Notes: 214 rs € rao € za L - SEE11A312 ------- _-- -- GC TO ENSURE ALL CONSTRUCTION TO COMPLY WITH CURRENT CODE • I I I I ` REGULATIONS. / ,Bs ra -------____- / O 212 � ` \ °BEDROOM 04 " S BEDROOM 01 �,t -__-_— �� B 204 2ND FL. AUGN HALL _ 'f ♦ W.I.C. 201 W I.C. STAIR 03 I 209 208 —203 BATH 03sEE wAsml ALIGN I _ BATH 07 '\ SEE NA511 \ - AUGN COP/right: ALIGN ♦ \ THE DRAWING AND ALL OF THE IDEAS, �v J ❑ e ARRANGEMENTS,DESIGN AND PLANS INDICATED -___-_- ® \ THEREON OR REPRESENTED THEREBY ARE OWNED \ BYAND REMAIN THE PROPERTY OF DANIEL H. ®, \ THEREOF DESIGN COLLABORATIVE LLC.NO PART \ THEREOF SHALL BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION FOR ANY PURPOSE:EXCEPT " �'<— '�—�--h_ —�- ♦0 _ �_ _WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ° \\\ ♦ I DANIELR REVNOCDS'DESIGN'CQL ABORATiVE'L'LC- a ( ANY ERRORS OR DISCREPANCIES ON THE e.IP \ 5315' 1'.1 ' b I DRAWINGS.SHOP DRAWINGS AND DETAILS ARE TO MASTER I BE BROUGHT TO THE ATTENTION OF THE •- BATHROOM ARCHITECT BEFORE THE WORK HAS COMMENCED. 206 DIMENSIONS ARE TO BE USED AND NO DRAWINGS SEE IIA511 ARE TO BE SCALED- I FAMILYRM. / COPYRIGHT(C)BY DHR DESIGN COLLABORATIVE 207 / L-C.ALL RIGHTS RESERVED. I BEDROOM 03 \ I � I I m� I I -_-_ _ `_---__- J D r e w lnpIlnlolmet Ion. I Nd 2016�27 FLOOR PLAN:NEW JRK I 1 1/4" ,-ON DHR �J (1 08128117 DENDTESNEWSHED 114' = 1'-0' ROOFAREAOV No ROOM ON BELOW NEW SECOND FLOOR PLAN �� A 12 4 PRIVATE RESIDENCE 98 TRACY RD., COTUIT, MA D a n i e l H R e y n o l d s D e s 1 g n Cc I 1 a D or a t i v e I I c. Concultenta:Slruc. Eng. R.J.Farah Engineering SNBLr1al e W eulleillg Emeope Ergi- 80111eebMeAve. Slonetrem,MA02180 0:617-6450601 F:781-279-0173 r--------- --------------- —————— — E:rarma®7raO�ngirming— i I --------------J I Contractor I I --————————— -----------� LeBlanc Builder Co.Inc. Mlomel LeBlanc I I PO bov 3411 aaq.ft,MA025M I 0:5084T7-38B7 I F:774,S21-3458 E:IeblentbtlMemIlil OM I I I Ge na r a I No Iee. I I I I GC TO ENSURE ALL CONSTRUCTION I I TO COMPLY WITH CURRENT CODE I I REGULATIONS. I I I I � — ---- I I --------- L----------- --- ----------- I I I I I I I I I I I I —J I I I I I I I I I I I I I I f I I I I I I Cop yr1 g hl: THE DRAWING AND ALL OF THE IDEAS, ARRANGEMENTS,DESIGN AND PLANS INDICATED I I THEREON OR REPRESENTED THEREBY ARE OWNED BY AND REMAIN THE PROPERTY OF DAME L H. —4- RE NOLDS DESIGN I THEREOF SHALL BE UTILIZED BYTANY PERSON,FIRM I OR CORPORATION FOR ANYPURPOSE:EXCEPT IT —I WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM DANIELR.RE.Y.NOLDS.DESIGN.COLLABORAT,NE LLC— L ANY ERRORS OR DISCREPANCIES ON THE I I I I DRAWINGS,SHOP DRAWINGS AND DETAILS ARE TO I I I BE BROUGHT TO THE ATTENTION OF THE I L J ARCHITECT BEFORE THE WORK HAS COMMENCED. `\ ----- �' ��-----'� DIMENSIONS ARE TO BE USED AND NO DRAWINGS L———— -------------------- ---J ARE TO BE SCALED. COPYRIGHT(C)BY DHR DESIGN COLLABORATIVE L-C.ALL RIGHTS RESERVED. O r a w1 ng In t cr m a I o n. ..o: 2016.27 (—,-",FLOOR PLAN:EXISTING JRK F I 1/4"- -O" D H R 17 114-14 = 1'-0EXISTING THIRD FLOOR PLAN �� A 13 0 PRIVATE RESIDENCE 98 TRACY RD., COTUIT, MA Dan i e l H R e y n o l 1 e - - - D e s i g It Coll a 0 o r a live I l c. a.��mae�i.�n�oo ra.aeia:.c.m C o n a u l l a o t a:S t r u c. EItg. R.J.Farah Engineering Shodural and Buad'mg EmmJoOe Engineers SOMMNab Ara. Stoneham,MA02180 0:817-645.0901 F:781-279-0173 r-————————— ———————————— —————— ----------� E:malid®Qferehengineming.can / C a at—tor: I I r——————— -----------� LeBlanc Builder Co.Inc. I Miduld Lea'"a I PO aor 3414 I Waq.ft,MA02838 I o:50a477-38e1 I e E:leMencaUldtlldere®cOmwal.nd I I O.T. KNEE W LSOJ/4" Gene rItI N o lea. I I I I GC TO ENSURE ALL CONSTRUCTION I I TO COMPLY WITH CURRENT CODE I REGULATIONS. I I I I ----� I ———————————————————————————— I L——————————— I I I I CLR.FIN.CLG.HT:1 I I I I to L—� I —J I I A I I I ALIG QR FIN.CLG.M.:B3JY4• I I I I LOFYriphl: THE DRAWING AND ALL OF THE IDEAS, ARRANGEMENTS,DESIGN AND PLANS INDICATED T.O.KNEE WALL 61• T.O.KNEE rI/ l6t` THEREON OR REPRESENTED THEREBY ARE OWNED BY AND REMAIN THE PROPERTY OF DANIEL H. REYNOLDS DESIGN COLLABORATIVE U.C.NO PART =U —+. I THEREOF SALL BE UTILIZED BY ANY PERSON,FIRM I OR CORPORATION FORANV PURPOSE:F�(CEPT - -I— WRH.SPECIEIC.WRIT-T.EN.PERMISSION OF_THE.EIRM_ I —I_ I ^, r— DANIEL R.REYNOLDS DESIGN COLLABORATIVE LLC. ANY ERRORS OR DISCREPANCIES ON THE I DRAWINGS,SHOP DRAWINGS AND DETAILSARETO BEBRI ` J UGHTTO THE ATTENTION OF THE ARCHIITTECT BEFORE THE WORK HAS COMMENCED. ----- I ��------�� DIMENSIONS ARE TO BE USED AND NO DRAWINGS ------ --- ARE TO BE SCALED. COPYRIGHT(C)BY DHR DESIGN COLLABORATIVE LLC.ALL RIGHTS RESERVED. a • Drawing Information. ..o: 2018-27 F ^ FLOOR PLAN:NEW JRK 1/4"=1'-0" a 4 DMK C 0 B128117 1-01 114' = 'NEW THIRD FLOOR PLAN .a A 13 4 PRIVATE RESIDENCE 98 TRACY RD., COTUIT, MA D a n i e I H R e y n o I e a '- - - Design CO I l a o O r a t i ve Ilc. R 146Bunie°r°0R Consultante:Slruc. Erg. R.J.Farah Engineering Stnrmral and Buildag Envelope Engineers \ i I 801,100 Ave. Sto neham.MA02160 %� I F 781-2 94)173 / dlia�ft."irreenng.mm I / E:re j I contractorLeBlanc : me LeinBaadtierCo.Inc. 1 I LE„� a `moo �maamnMoaED �wK MA 02536 I W�asa�:ro ro p o:506en-3e61 I I F:nasz1a4s6 I I E:IeHarcbltlldem®mnlwsl.rret I I I I General Notes. I GC TO ENSURE ALL CONSTRUCTION I i I TO COMPLY WITH CURRENT CODE I - REGULATIONS. I I I I I I I I I I I I I I I I I I I j I I I I I I ^w I I I DrENacmMMa I I I GM°w""aaR.M°'OIBN6No I I I I I I � F.raEs I I I L.--------_---�j � I Copyright: I I I I THE DRAWING AND ALL OF THE IDEAS, I ( ARRANGEMENTS,DESIGN AND PLANS INDICATED THEREON OR REPRESENTED THEREBY ARE OWNED -1 f—J BY AND REMAIN THE PROPERTY OF DAME L H. L—— —— I I REYNOLDS DESIGN COLLABORATIVE LLC.NO PART I I I THEREOF SHALL BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION FOR ANY PURPOSE:EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM DANIEL R.REYNOLDS DESIGN COLLABORATIVE LLC. L___ ____________________ J ANYERRORS OR DISCREPANCIES ON THE DRAWINGS,SHOP DRAWINGS AND DETAILS ARE TO BE BROUGHTARCHITECT BEFORE THE HAS THE ARCHITECT BEFORE THE WORK HAS COMMENCED. DIMENSIONS ARE TO BE USED AND NO DRAWINGS ARE TO BE SCALED. COPYRIGHT )BY DHR DESIGN COLLABORATIVE LLC.ALL RIGHTS RESERVED. Fw�aes�mMnswmxm CONSTRUCTION NOTES D—i r g I r f.—t i o n: u.urEes oneRNaE wwuTEDru INrEmm FwurEsawLeEA3 DIRECTED erTr¢ARaurEcrs[wLw 01U.WwaR Poo6EmmEm "m' 2016.27 $' � ROOF PLAN:NEW +.WxprbcNEmumxcb.NEowexsloN6NrETAxEN[ROMF.ccoFMNaxRYORRoup«FRAr,xc.coNmACTaR.OeERI[vAu T.cDxno,croR3NALLFRowDENrtxccEasmMEA6ure=sroFRmEDrT«EwoRIaRSNmm«ERPERcoxaoBRlxccwmwrnox. JRN $ A)I puo:N9i0Nsw THE FIELD PRN)RTO<OXSIRVC110NAr0 NORFYARCNILECTO[NlYmSCREMxCIES R.ECAWmIT EOWNER[ORCGIXmtN NGF E—WNERTNI6COMMCTwmrw°Rx OF°TNERT S.OYMER9 C°xTRA C T°OBTAIx ANO ID[Om<nvmm CMOR BAAaLEs[OR PROPER COLOR 6EiECflOn Na)nxALAPVROwLOFUL g =V O" GDNRABeR6«ALLINbBREN, KISINCpN[pRM�wCE T«ALLAPPLIGASLEBBILMIGCO IMRx°«ALLSEBp IMEDIN °.la«EaPRIENTDxaTNATIpx`"° 4 Tra uTEm=760F,«Ewse:wnFORMnRSPR i-0NNmoRWMCWE.MNw.ENERm RouwnDNaGwERNULAePECm D[pUr61DF wNmrcroRb woRvxG ONT«s moPERn. 0NB Co�Ui3ER�wnoN° COCODE MWRA«as.PLur®wD CODE.xAnONN ELECWCCWEANONLOTNERFEOWiLBTA —LOC.1N]ErCY .CONIRACTgIauLLNEEprHE,IOB iA MDEBRIS.wDMNO:nwunENxwroTEbn—NINaTNEGNINERI Oxra nOR s«NL 6Tr��ETwOb�w.aeeweeiw�rtx�ra�Lr�C6PRFw°RATwG OFmm6l Aora�wuw COrsORMmvmm eFlsRALLYAeeErrm a°V�RARcm°qsw oe U9EmE°TLEMO°�"R row oP"Emm"Ohoinx,NEE EM6 Nn DI6CREPNCIE96E,wEENrcENCY REOpIRELFNL6.Tre REa0x3mIE FOR REMotauoFN.LCON6rR«CrIOx DEaws FROM PRo)ECFsrtEArID VLutPRDVIOEpL�atERB ETc.AS REwmEn. wT6R�OR[wis«e66NNt6Ec Cj,LRADwrt FLOMOF avunbPER bOUN+b GENRrETEn. 08128M7 rr R o.,EULOFBRI3 oxAOARreasls. 1LL0YP61A°OAP°6ww°Nio rem I6E:Rre B«°ROAu.ee:vioATi"Em u NAACCia URwxcEw"'"m°is10MI EET r�N°NN.RRLPREPNIED Ndodtx6«ALLC-1wrt«TL¢BTAx�DAR°6OFTNExAnaxALeoa FmEVx ERmlIm (NBFU),IWU6 RIWINGUR GE t0.t NmntroReNAU BE REbroxsl6tEroRTNEP CTIONO—EwbnNG eulI-DIMANOOTNERIraTNUTIGNST«ATARETo �C GTA - Ixl r 114' = 1'-O' (Iwl),[IGiOMFMWL�M7,ORTHE...LE—...REAVTNENnR°NLLELECTWCGODEMECI.T«E—GNNW ja:E�wIyLE p[pFOWy,1GTNEBPEGIREGW°RKPR-DENIDwuMNNFlRE E%iINGUI6xER60x P CT WE WRING (�A)¶NOTIEFaE 1-60CIETYOF«Fwn-G NRCw MONINGEI INEERSrA6NAF),°CCUwnONueNEIYAx° a sERxT'«NpA PRwEc�"sI'rE° .NSLIcraLE srATENmcnv WILD GEDE6,wDTxEREOUIREMENF6aFN1ns1-1—cwwNlEe p arPaM eoARONa woop coxsRucrwNPawice TwomFmwlco..s of wFNlluLauoE PNNF Win eNwE co.T MAN LEe6 WDIGTED OTHERMSE.KLMATERMt FURm6NE0Arm wCORPORATEOIMOTNE WdM BHNL6E NEW.INUSEDNID O[OW1TY xDpwRLOCAi OxSam BVE Fs OR RFPLN:EMExi6CW�ENW LOGTIN MOORE OR FLINNYiOVED EMtW NLPNHT pxmDGRNmNI33G3CGNRAGTGR6)aALBELIGEN6ED6YNE6AEINwNIGNNEPRGEGTI6LGUEpAxDAPPRaEDIx �µTGTNEI�B6RYFGRFIR6EMw6MR„xDFea�NAUREA�GNNAGER.INBTNLNLMERW6p� p0B��rtpN NEW ROOF ADVANCE eYTTe=OwxER TNIERa RECOIA\D:x0ATI0Ne ANO BEST 6TNmMpOFTIr:RU0E91NVOLVEa. 10 �i OMMLTOR6wu Fn[NiAPRICATox3.wY FORNirECE6NavPWWnium 6ECuiE CERnFICAIEe OF OCGF/NCY[°RTIo: mRbHN1 FIFiD VaOgNl Drffxs10x9wFIF1D wbR C°N6IRUCTON.NO�FYNiC----018CRE9ANCIEe ON m.6E[OEfNL A FOplIE�6HNL BE 11-1 IENICW1ECTe ATL—I.w-1.IM¢DMTELY°M g ;�� PE W�AM6 PLAN �' ALLwwixle TG 6E CAOROINAmOwD«TxE°YMER.T«E cdrtMCTORI6TO MEErwn«i«E owNER vrupR TO BiM11xc CGN3TRUCTax, v.T«E CONmACtORuupuLSUBCOxffMCTIXi9 MusTVRrt T«E9�To vEwcv EN6Twc wxomdC:MOOR rG NnwoRN ElusnxG ,,.RE[ERro6NEET-1 FOR---NOWFING«EIGIne O[PWL�NGFIY.MIEs, TI�CONTRN.TOR wILL PREBENFTM BwLDING PERMITRNp w'_GE G[mIFlC ST0TMFGWNERPRI0RTO6TARIING Cw6TRUCTIOH COx EKED COrmIROx6Arm COxra:CTIW3NE BN6E0 VPOx wFOWMn ITAxEn FROM ULaTEG FIEIOINVEeRMROx6.CONmACTOR VULLTO BE 0FN0USHFD wNi 6xNLMNtE REOUIRFDApJUSRdEx3TO6Y8REM COMPONEHr6A9N BYACRNL FIELD CONDDIOx6AT NOADORIGNN COm WALL LEND T��C�u�Ir1EwCT3.�NIYOLSCRERYKNES BETWEEN nff DRNMxC.9 ANaN:TVAL FIEW CONDRIWBTOTHEARCNrtECT ®ENBmNG wAUTO RFArNx O xEty .� A 1 4 4 PRIVATE RESIDENCE 98 TRACY RD., �. COTUIT, MA / / \\ Iyn D e s i g n C o l l e b is r e l l v e I l c. ------------------------------ \ a. ® .oi.inrer.oia.. .m -------------------- -- -----------��----------- --\ ----------------- --- -------- �>--- - --------- ------- - C o n a u 11 a n 1 e S 1 r u e E n p ------ ------------- _ - ------------ ------- R.J.Farah Engineering SNutlurel ano Building Em ps Engineers Stm Jiem,MA011B0 0:81-279 0 73 El \ E7B1-17 q%ral E:ratliirl@Qlarehenginepiilg.mm \ Canlre alO r: �\ LeBlanc Builder Co.Inc. Miduel Ledges, PO baa 3414 -------------------------------- / ------------------------ Wequoh,NA 02538 ------------------- -- -- / LL 1 '®I I©' I I � � ' 77a521-34511 E.lehlaretaNMnaflilmmwt.rmt --j-��--I General N ales: GC TO ENSURE ALL CONSTRUCTION TO COMPLY WITH CURRENT CODE REGULATIONS. ----- --------------- --------- -------- -------- I i� \� CopY p THE DRAWING AND ALL OF THE IDEAS, \� ARRANGEMENTS,DESIGN AND PLANS INDICATED THEREON OR REPRESENTED THEREBY ARE OWNED BYAND REMAIN THE PROPERTY OF DANIEL H. REYNOLDS DESIGN COLLABORATIVE LLC.NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION FOR ANV PURPOSE:EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM DANIEL-R-REYNOL'DS OESIGN-COLLABORATIVE_LC- r-------- ----------- ANY ERRORS OR DISCREPANCIES ON THE r--------- ------------- DRAWINGS,SHOP DRAWINGS AND DETAILS ARE TO \\� BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE THE WORK HAS COMMENCED. / ------ r ---------------- � --- --- DIMENSIONS ARE TO BE USED AND NO DRAWINGS ARE TO BE SCALED. � ___ _-__-____ _--__----___ COPYRIGHT(C)BY DHR DESIGN COLLABORATIVE ---- ------- rr � L-C.ALL RIGHTS RESERVED. 111-++-I1 11-++- 11 fi Eli r e ��/ `\\`� 0 rewinp I�nla rm etlo n: ----------- - ------------------ ---- m F-------- - - -- ------------------ - I - r----------- --�--1�--------------------'------- ------------------- ------- wo�....o, 2016-27 __- --------------------------------------��-- --- - — g I 1 1 1�__L__L_J__U JRK DHR `®® �- 08128117 I I I I III III III III I �\ 114, it II ■ - EXTERIOR ________ ELEVATIONS A201 /x �/j ` PRIVATE F TF RESIDENCE 98 TRACY RD., - COTUIT, MA D e n i e I H R e y o I tl e \\�\ Design C oll e0orative I I c. _———————————— ——————————————— — ——— --—————————————— \———`—� ——— —— ———— ——— \\ — ————————————— C. \ ae II t 4 S I f e t E 8n nA. -------------- ---- ---------------- - ————————————- R.J.Farah Engineering ShxkvW and MUM Envelope Enfpneen St ,mn,Nua.MA0 Monlv I I smnmzleD A0!J F:781-276-0173 EA�G E:1.hJ4,jlareamgim Ong— \ I// \\1 / L---J � -- cantraater: \ LeBlanc Builder Co.Inc. J Mic team ———— ——————————————————————————— — ————— —— ———————————— ————————————————————————- -———— ————— —— —————— 414 — —————————————————————————————————————————————————————— POaumt,MA Wage. A02576 F:F SOS41-345B I n45Y1-3155 / I III E:lederstWldels&—astnet General N ALL I I I II n E , I I I I I I GC TO ENSUREURE ALL CONSTRUCTION yi it \ yr E TO COMPLY WITH CURRENT CODE I l I REGULATIONS, III ITn 1 I I I III 1 1 I l f l 11 II i I I I I IIT� I I i ® I \� Co py r i A ht: THE DRAWING AND ALL OF THE IDEAS, ARRANGEMENTS,DESIGN AND PLANS INDICATED THEREON OR REPRESENTED THEREBY ARE OWNED BVAND REMAIN THE PROPERTY OF DANIEL H. REYNOLDS DESIGN COLLABORATIVE LLC.NO PART \ THEREOF SHALL BE UTILIZED BYANY PERSON,FIRM ^ OR CORPORATION FOR ANY PURPOSE:EXCEPT \ WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM �\ DANIEL R.REYNOLDS DESIGN COLLABORATIVE LLC, ANV ERRORS OR DISCREPANCIES ON THE \\� DRAWINGS,SHOP DRAWINGS AND DETAILS ARE TO BE BROUGHT THE ATTENTION OF THE BEFORE DIMENSIONS ARE TO BE USED AND NO DRAWINGS \\ ARE TO BE SCALED. / \ __ —__-------------------------------------------- --_— r-----------_--- —_—— ----------------- COPYRIGHT(C)BY DHR DESIGN COLLABORATIVE�\ LLC.ALL RIGHTS RESERVED. / ++L=1_1 -L I L J I I I IIL J \ \ Bl(IM11ril Rn Iff L=__J uIIIIIIIIIIIIIIINIIII II e, ---- ————— ----- ——— O r e r i n n m a r l l o n' $ ———— ——————— ————— ————————————— —————————————————— ———————————————————— �� —� T T .— T�_ JRK II II II II I l Ilrt-III Ilr_t DNR I I III--4- III Gels B117 I I I I I I I I III II II II I a \ I I I I I I I I II III UI 'I I \ III III III EXTERIOR ---- ii------I-I------�1------ --- ------------ ---------- -------- --------- --- ---------- ---- ELEVATIONS .e A202 iR" r PRIVATE RESIDENCE i 1 98 TRACY RD., COTUIT, MA ® ® © !f � � � i / \_�\\\ es Dnign IC eb olloreliue al lc. -tea ua w --�- - ,------ / -r -� EE -- - ---- - --------- - -- - --- ------- - --------- ------------- _ -----_ E n g. �r yr yr R.J.Farah Engineering \ SEumual and Bumlrg Em elope Ergneele SWelaam,MA01180 // \\ F:7879-0173 11 E:retlad®N�en9amedn0.can j - EIED[91 Con Bl i a ctor -__�--- -- ------------------------------ LeBlanc Builder CD.Inc. ________________________________ ------_--------_ _--- Micheet LeBlanc _- _. _ PO box 3414 V&q kMA01838 ��— O:50Bd77-3881 F:nasz,aase /� I E lebla�ilaen�wm aeLrM I / / loll / ❑ I General No1e6: n n •,�, rr rr r rr GC TO ENSURE ALL CONSTRUCTION yr 1 _y rr \V r I. TO COMPLY WITH CURRENT CODE HINHIIIIITII REGULATIONS. I II I III n I L — IL n u III it IIII lil II Ii Til it a JI \ - / COD D THE 3rRAWINlgGat: AND ALL OF THE IDEAS, ARRANGEMENTS,DESIGN AND PLANS INDICATED THEREON OR REPRESENTED THEREBYARE OWNED BY AND REMAIN THE PROPERTY OF DANIEL H. \\, - REYNOLDS DESIGN COLLABORATIVE LLC,NO PART THE// \\\• OR CORPORATION FOR AEOF SHALL BE NY PURPOSE:ZED BY ANY EEJ(EPT FIRM ® WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM I \�\ lal DANIEL R.REYNOLDS DESIGN COLLABORATIVE U.C. ANY ERRORS OR DISCREPANCIES ON THE \\ ,/ ------------------ /----_ DRAWINGS,SHOP DRAWINGS AND DETAILS ARE TO BE UGHT TO THE ATTENTION OF THE ARCHIITTECT BEFORE THE WORK HAS COMMENCED. -_`•� �____ / __ _ _ \ -------------- --------- ------------ 0MENSONS ARE TO E USED AND NO DRAWINGS r-T Tarr T 71� F++1, ------�- ARE TO IBE SCALED.B III++-IIII-J-I-II IF-++-ill ____� _____________ L 1 J_J L L- J L 1 1 J LLC.ALL RIGHTS RESERVED. L==J L= J L--J COPYRIGHT'(C)BV DHR DESIGN COLLABORATIVE ® WSJ ILE III 1111 ---- 1uIIIILIIIIIIIIIIn_ I I llfun- �IllIKIll1 II II.1II LI I --t6 \ I'uml Ifll Illfullll lfll Illl'ulr`IIII1i11u IfIIIIUIR, — IVpllllllllllllllul il{I II N ICI II IIII II II III IIJI IIII II II��II IIIII IE IF—Al ltlllNlll�llllltlllll, e _ — _— __ ___ -__— __= _--_-- •, __-- - -- --------------------- -----7 -----_- _---_-_---___--_- r-----_-_---_--_------_ --_------ - D r a w i n It I n l o r m a 1 i u n. • g �T TT r(•T7 �------ 4'--- -It -, rr--, r�lir�l JRK DHR a r-==-------t LL jf-tt111r t-i �--- J JI / 001 n �.�.�. t I I\ � I I Ir-�I �— t I I I I I I I IIII r IIIII � IIII L1J L11� L11 � I II I II I 237 I I III / III I I I I I I I III \ III I I I / III 1 1__i'l 11 IIII I II IIII II . IIII r IIIII � IIII I I III r III I F---��- �1i--9 I III � III I II r III I r l l I I I I I I I ,/�• _ ,'.o• I l�lr IIIII \I�I I I I I I✓✓�' III I I I I I I I I III ` I I I I' I 11 ' IIII IIII I II IIII II � I�I� IIIII 1�1 EFI I III\ iiI I I IIII �I I \\ I I� r IIII III ` i1i I L--� i ili ,' i1i i ii `\ i1i II` 11�_ ��-L__J L� LJ EXTERIOR II II II / II I --------- L_ I 1 -IIII IIL_\III Ilv__JII IL �JII II II � _�I'--- � ---------------- -- I-=1---v ,-L.� _�L._ _ I _ L--�I --- -------- ELEVATIONS _--- -- - ------------_____-=-========= ====-= — -- --I------_---- -- - - A203 �a6ei J r r t - D � �o w U Q CC LOCUS CB with Drill LOCUS MAP Hole Found NOT TO SCALE I , O 0 TRACEY ROAD I (PRIVATE — 40' WIDE) o 0 CB with Drill LOT 12 ti��R,, Hole Found 1 .04 AC.f �soos LOT 11 with Drill CB Nole Found 1 1 1 `o.�o II o� \ \ 1 / CB with Drill 1 3 / Hole Found o / o / LOT 13 1 /� 1 / 1 / 1 / A 1 / CV LEGEND SALT MARSH STAKE A SM 1 oEXISTING � SALT MARSH _ AL LA = 2 51 �So, EDGE OF SALT MARSH N �O / TOP OF BANK STAKE (DEP) TCB-1 DEP 0 o Oa s,�s" TOP OF BANK STAKE (DEP/TOYM) A TCB-6 DEP/BARN o o `,�Z e� / TOP OF COASTAL BANK o o % •o .off °q7�o o TOWN OF BARNSTABLE N `� COASTAL BANK 1.0 ..0. Is 8 TCD�F�� CB-1 DEP I CERTIFY THAT THE FOUNDATION IS o LOCATED ON THE LOT AS SHOWN, AND FLOOD �� TCB-3 ,�^' THAT ITS LOCATION CONFORMS TO THE F�D H2� 20NE SM8 � _ _ DEP MINIMUM SETBACK REQUIREMENTS OF ?qRp 20 1 THE BARNSTABLE ZONING BY—LAW. ` �Fl DATE REGISTERED PROFESSIONAL TCB-4 LAND SURVEYOR \ AL S1/ pn i DEP AL -A CIO AL 0 � 9 I CERTIFY THAT THE FOUNDATION IS — DEP BARN ` LOCATED IN FLOOD PLAIN ZONE C AS SHOWN ON FLOOD INSURANCE RATE MAP AL \\ AL AIL — sT 9�� — — F\oop COMMUNITY PANEL NO. 250001 0022 D IO ice-6 oop 1VE- o AND THAT FLOOD PLAIN ZONE C IS NOT �\ �— IDEP/BARN 2oNE e A SPECIAL FLOOD HAZARD AREAS. \ SM5 �G — — 1 " / AL \ ,� ,DEP/BARN Al-OV/(v 2/� AL TOWN OF BARNSTABLE � — — DATE REGISTERED PROFESSIONAL COASTAL BANK _ oEB-9 LAND SURVEYOR AL� AL \ SM4 — —TCB- 16ARN AIL AL AFCo\\ AL DEP/BARN l 'Q'0 \� `SM3AL —� AL AL — — — \ S o�� A M2 _ ,�y� q��r CB with Drill ZgRo>,>O" •� FLOOD ZONE� SqC � ` /Hole Found F k. �00 AL T MqR q� \\\ g SM 1 r ZoNF q�3 1ZA Sy AL AL \ JRD 69 �£� 12) A� \ N �O AL J \\2 0-1 Allc AL AIL AL N. I � �111c '1k` AL AL A AL �O S oo �F o,�S tiF� tiT cF ,� <1 NOTICE I Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor appears on this plan: <10 0 (A) no person or persons, including any municipal or other '0public officials, may rely upon the information contained herein; and (B) this plan remains the property of Holmes & McGrath, Inc. DATE DESCRIPTION jDrawn hecked R E V I S 1 0 N S PLAN OF EXISTING FOUNDATION PREPARED FOR DANIEL A. and WENDY J. KRAFT FOR LOT 12, #98 TRACEY ROAD IN COTUIT BARNSTABLE, MA NOTES SCALE: 1"=20' DATE: Nov. 16, 2005 N OF 1. HOUSE NUMBER: 98 GRAPHIC SCALE holmes and megrath, inc. � �`M4GHAEL�q�yJ ' civil engineers and land surveyorsM�RAnH 2. ASSESSORS NUMBER: MAP 4, PARCEL 5 9' 3. ZONING DISTRICT: RF 20 10 0 20 so 362 gifford street 208 08 548-3564(PHONE 9 No. 4. FLOOD HAZARD ZONES: C, B, A13 (EL 12), V17 (EL. 16) 11111111 falmouth, ma. 02540 548-9672(FAX) 5. REFERENCE: LAND COURT PLAN 11260-D ( IN F' ) DRAWN: PJR CHECKE I 1 inch = 20 ft KRAFT\ 205101 205101PP D'WC- I JOB NO: 205101 DWG. NO.: 85-4-26CI SHEET 1 of 1 - � O 20' 20' 0 Q OQ 01 COASTAL BANK x ��' V x a z �J f Q 0m o�m O 100 YEAR BASE FLOOD ELEV. = 12.0 1111 m 100 YEAR BASE FLOOD ELEV. = 120 ' 1�� i� .i�� :� Cam• i?77 10' W < ��: ,�i✓�<' r��i�;, , ,, i pia,. Qt ✓� i >��`�` �, C. SALT MARSH i �t 7.4 t 10.8 r.2 8.5 15.3 1& •��`" 4.4 \�\�•�i�,i 4.4 AL 5.9 0 4 ' 0 4 TRANSECT A TRANSECT C SCALE: 1" = 10' SCALE: 1" = 10' LOCUS 20' LOCUS MAP 20' o NOT TO SCALE COASTAL U_ COASTAL BANK o z MY BANK O OZ om Ir m mm 100 YEAR BASE FLOOD ELEV. = 120 1.%i 100 YEAR BASE FLOOD im ELEV. = 120 777 7777i<✓,.� Q7 1 tt.8 10, SALT MARSH Q1 li(li? Q1 28 i777\77 t 20 i(� T 7 (Ti. �7 Qt 6.1 ]Ills �Illc 1lllt C�i�r�i�`i ,< `�t 27 124 25.0 ` 7t.,.�•a .�elYi 4.9 7.8 O 0 dt /.8 TRANSECT B TRANSECT D SCALE: 1" 10' SCALE: 1" = 10' CB with Drill Hole Found CATCH BASIN o � TRACEY ROAD (PRIVATE - 40' WIDE) oo �h' ENCROACHMENT B with Drill G�. �. LOT 12 "s3g Hole Found \ 1 .04 _T� ROS OS, LOT 11 A � 5 MIN. t � \ w � �,o to with D�►11 � ( �-- -- -► T� ,�. Hole Fond ® 4 BENCHMARK � Fq \ ti�25' MIN.�-Y ci TOP OF CONCRETE a� \ - i w BOUND ELEV.=24.90 ENCROACHMENT opo� LAWN CB with Drill Z 3 / Hole Found 20 O D-BOXY''' 2 LOT 13 t, s 3 FLOWDIFFUSSOR MULCH & WITH 4' OF STON /o �� \ OODCHIPS / ALL AROUND. O INV. IN = 13.84 h) c0 / 6 ADS N-12 PIPE 16LF o S=0.01 / 2 / 5 - 500 GALLON CHAMBERS WITH 4 FT. 4 DIAM. SOLID Z5 3,000 GALLON �`� / OF STONE ALL AROUND CATCH BASIN SEPTIC TANK/ p <v RIM=18.00 ' PUMP CHAMBER - NN try INV. OUT = 14.00 e, � � GARAGE ory PROPOSED COVERED PORCH/ P, `♦ � W try ♦ / Q ? LIMIT OF WORK 7 . h PROPOSED COVERED WALKWAY 0o SILT FENCE �- r► <o 0� I. CVSTONF \ PROPOSED DRYWELL oNTH O oo Tv A �R�� 42 DIAM x 4' DEEP OF STONE ARO ND N ov r'o Qv ` (TYP. OF 4) rZn N STONE Z� WALL rZ*1 n { PROPOSED HOUSE + EXISTING HOUSE & DECK / / / / TOWN OF BARNSTABLE w FF=20.0 TO BE DEMOLISHED / / / / COASTAL BANK LIMIT OF WORK ro ROW OF STRAW BALES 10.3 /.: LEGEN D P TDEP2 x>8S0 X�� j + sPA NIV BOUND • a' CB-1 DEP ` AREA TO BE PLANTED REFER TO LANDSCAPE TELEPHONE 12' WIDE STRIP OF LOW 12 PROPOSED "0`A<< ELECTRIC METER GROWING APPROVED PLANTS. STONE/ PLAN BY HORIUCHI & SOLIEN (TYPICAL)_ \ _ TERRACE y0 - CABLE SERVICE PROPOSED 12��0 A' PROPOSED COVERED PORCH ov -,POOL + oh GAS VALVE DQ FLOOD TCB-3 - ��+ 16♦ IRRIGATION WELL 0 HAZ SM8 _ DEP : LIMIT OF CONSERVATION JURISDICTION FCppp Nq\2pNE - 20, ,� SALT MARSH STAKE A SM 1 RD 2p �; .. \ EXISTING SALT MARSH � EXISTING TREE LAWN pP ; = -PROPOSED RETAINING WALLS EXISTING SPOT GRADE 10.5X �� a DESIGNED BY OTHERS ` ( ) EXISTING GRADE i 6 TCB-4 to, v N ♦\I 6 OA AL 1 n DEP v� EDGE OF SALT MARSH \\! S 7 O � 4.i �� LIMIT OF WORK .• -_ AL �Ga' o 2 1��. R GAT SILT FENCE TOP OF BANK STAKE (DEP) 0 TCB-1 DEP .o _c^ O o� `I'Ib� PROPOSED DRYWELL FOR POOL TOP OF BANK STAKE (DEP/TOWN) TC8 6 DEP/BARN �� `I k 2 \ _;� 0=- LA 6' DIAM x 6' DEEP WITH TOP OF COASTAL BANK 0TCB-5 , w �O 4' OF STONE AROUND SM6 o DEP/BARN oD .� �12"OAK 50' FROM COASTAL BANK PER TOWN BYLAW NOTES D , ♦ ZOpp \ r_ � ` F� ZoNF 1. HOUSE NUMBER: 98 1/14% -!0 - TCK 6 3„DOUBLE op . DEP/BARN OAK EXISTING BOARDWALK TO 2pHE C 2.. ASSESSOR'S NUMBER: MAP 4, PARCEL 5 12"PINE BE REMOVED AND DISPOSED 9 3. ZONING DISTRICT: RF I� ( OF OFF SITE. 4. FLOOD HAZARD ZONES: C, B, A13 (a 12) \� 16\ SM5�G'F\ �.B-� � 12"PIN AL DEP/BARN I o 5. REFERENCE: LAND COURT PLAN 11260-D TOWN OF BARNSTABLE ` T FINE GRADE & RE-SEED LAWN 6. EXISTING SEPTIC SYSTEM TO BE PUMPED DRY, COASTAL BANK Cg-g � SINGLE RAIL UPGRADE IRRIGATION SYSTEM REMOVED AND DISPOSED OF OFFSITE. AL \\ 'III. AL TCB-s pE 1^Rly WOOD FENCE 7. REFER TO LANDSCAPING PLAN BY HORIUCHI & SOLIEN AL •pF,c \\ � DEP BARN- x13 LIMIT OF WORK TITLED PLANTING PLAN PREPARED FOR DANIEL and o,p \\ ` M - , ROW OF STRAW BALES WENDY KRAFT", DATED: JULY 13, 2005. AL � ENCROACHMENT 6' �OpO� NOTICE �Illc '9T � - � F AL F,Q ♦ \,III SM2 \ Unless and until such time as the original (red) stamp of the / \ y responsible Professional Engineer, or Professional Land Surveyor 1p, \ 8 g2gR appears on this plan: AL �111c '� CB with Drill O\ FLOOD ZONE B (A) no person or persons, including any municipal or other \ �111� oNF public officials, may rely upon the information contained herein; and AL S.q C' N. Hole Found Vj Flo (B) this plan remains the property of Holmes do McGrath, Inc. SM1 r6 ZO�yE �13,4zgR0 Sy �►11� \ s) \ r'E� 12) ADD PRIMARY LIMIT of WORK, WOOD 8/12/05 RLR AL O I..AL 'V N FENCE & 12 STRIP OF PLANTS ca AL AL � ��2 8/1/05 ADD SOIL TEST PITS RLR NI'S o o AL IL �� DATE DESCRIPTION jDrawn hecked AL _f REVISIONS AL IL PLAN IL IL IL W �- � "� OF PROPOSED SEWAGE DISPOSAL SYSTEM PREPARED FOR p DANIEL A. and WENDY J. KRAFT I FOR LOT 12, #98 TRACEY ROAD JL 0� �p � _ I N S Sti�c p�T F poF� z � COTUIT BARNSTABLE, MA qti / GRAPHIC SCALE SCALE: 1 =20 fDATE: JULY 13, 2005 20 10 0 20 - �� a • %-- A - holmes and me rath, Inc. „CHs_'�� F IN FM civil engineers and Ian surveyors ;�`�.• �. <oA LICENSE# 1644 1 inch = 20 rt. � 362 glfford street 508 548-3564(PHONE) ��. ooa falmouth, ma. 02540 508 548-9672 FAX DRAWN: LMC, TMS CHECKED: ,,'( ' \KRAFT\205101\205101PP.DWG I JOB NO: 205101 DWG. NO.: 85-4-26B SHEET 1 OF 2 20' 20' o� 0Y COASTAL BANK oZ oz F 0 CC i 100 YEAR BASE FLOOD ELEV. 12.0 p m ~m '�O 0 m 100 YEAR BASE FLOOD ELEV. 12.0 ir 10' t U t �t 10.8t SALT MARSH go, t �t 4. JjL AL AL 4.4 �t O ' TRANSECT .A TRANSECT C SCALE: 1 = 10 SCALE: 1" = 10' LOCUS i 20r - 20 LOCUS MAP LL. �Y COASTAL BANK �Z NOT TO SCALE COASTAL o p< o m �Y BANK pz o m 0 0 K o 100 YEAR BASE FLOOD MOW ELEV. 12.0 m 100 YEAR BASE FLOOD ELEV. 12.0 t 10r t 10' �t t tt.6 SALT MARSH at ©t Qt Q1 28 AL�� t 6 t 27 1 4 4.9 7.8 r o r � Q1 � 1.8 I TRANSECT B TRANSECT D SCALE: 1" = 10' SCALE: 1" = 10' I i i I i i _ I j CB with Drill Hole Found CATCH BASIN CD i a TRACEY ROAD (PRIVATE - 40' WIDE) o0 I yh• ' ENCROACHMENT LOT 12 CB with Drill w 'goo LOT 11 A Hole Found 1.04 AC.f •sO,S I w 25' MIN. h o � Wit Dr►11 � ------► \ '� �- w Civ Ole Found \ �1• �FS .. H ® 4 � ` �,\ BENCHMARK 11P. CV TOP OF BOUND ELEV 4 CONCRETE0 �a O \ ry �L \ 25 MIN. '� y �O 0. ENCROACHMENT LAWNs PROPOSED CB with Drill WATER SERVICE 3 ^ gri f P Hole Found `O / 0 D-BOX LOT 13 n; ' 3 FLOWDIFFUSSOR / \ MULCH WITH 4' OF STON 7 . \ ALL AROUND. INV. IN - 13.84 o OODCHIPS / �� / v V / 6" ADS N-12 PIPE E� P 5 500 GALLON +� CHAMBERS WITH 4 FT. CATCH BASIN �� 1�Z5 3.000 GALLON ,. / .� OF STONE ALL AROUND I SEPTIC TANK RIM=18.00 I PUMP CHAMBER 4� F :. INV. OUT = 14.00 • ``' 3 •CIV GARAGE _ E PROPOSED COVERED POR P� ♦ �� :, w� lti PROPOSED THE HABITABLE SPACE o LIMIT OF WORK �s• :::. . ..::.:::.:::::. `° " p+ '.,` PROPOSED COVERED WALKWAY 0o SILT FENCE ... ........... i v �00 ��o A .. lONF aRi , PROPOSED DRYWELL ...� 4 DIAM x 4 DEEP WITH �� q y 2' OF STONE AROUND TOWN OF BARNSTABLE 0 Q ) COASTAL BANK (TYP. OF 4 / / / /Ni O p 2 � 7- N % STONE o t*► o c) WALL Z o 2 EXISTING FOUNDATION EXISTING HOUSE & DECK PROPOSED FF `0.0 TO BE DEMOUSHED % C_ :: CO LIMIT OF WORK ROW OF STRAW BALES LEGEND 00 10 3 `° 1 BOUND ■ x1�50 TELEPHONE 0 EP ::. + .j.. . .. . ELECTRIC METER + SPA ••.•.. 1� CABLE SERVICE CB-1 DEP' _ t� 12' WIDE STRIP OF LOW . AK �6. PROPOSED AREA TO BE PLANTED REFER TO LANDSCAPE GAS VALVE pQ ." I� GROWING APPROVED PLANTS. �� 12 TERRACE STONE/ I . ` PLAN BY HORIUCHI & SOLIEN (TYPICAL) IRRIGATION WELL ' � - - PROPOSED 12"OA • PROPOSED COVERED PORCH POOL , oh SALT MARSH STAKE SM 1 EXISTING SALT MARSH AL �._ FLOOp S a' TCB-3 16♦ �' FC�o HAZARD Z SM8 _ _ DEP .. �6 ^^� LIMIT OF CONSERVATION JURISDICTION EXISTING TREE Q D HA qR NE . . Zp' .. .. �6. EXISTING SPOT GRADE 10.5x ONE '91 �'r?s:..:. :.... ♦ EXISTING GRADE -16 `,��C +........ :oP� 12"OAK `. -EDGE OF SALT MARSH �2 P LAWN PROPOSED RETAINING WALLS �� FC J R� f- ♦� / TOP OF BANK STAKE (DEP) A TCB-1 DEP 6 DESIGNED BY OTHERS). y TCB-4 VM�T o ♦ w ( \ AL y o ry �16 O A F TOP OF BANK STAKE (DEP/TOWN) A TCB-6 DEP/BARN\ SM7. . . . \' . . rl DEP iRRicATioly LIMIT OF WORK TOP OF COASTAL BANK N AL - 0. . . 12 �gS�o VA � SILT FENCE 0 . �y / \ -�n� , fop LA1NN PROPOSED DRYWELL FOR POOL NOTES 6 DIAM x 6 DEEP WITH `\ 20TCB-5F\ a� '� \ 4' OF STONE AROUND A SM6" DEP/BARN o 1. HOUSE NUMBER: 98 o � 12'OAK `' 50 FROM COASTAL BANK PER TOWN BYLAW 2. ASSESSORS NUMBER: MAP 4, PARCEL 5 0 D �`� F�©o 3. ZONING DISTRICT: RF - J G TC -s d' FC� o Io�e 4. FLOOD HAZARD ZONES: C, B, Al (EL 12) - � - 9� 8"DouB�E oo �� c 5. REFERENCE: LAND COURT PLAN 11260-D •� DEP/BARN OAK EXISTING BOARDWALK TO 20N S P y� Q P PFri_IlRY I �- -O� - 12"PINE_ ®E,..�?F!4Ot1ED Aiv�-DlsPosEe ---F �'--- -----6.-REM�IVED � PO �F� S� . •p\ OF OFF SITE. \''� F ,TCB-7 118 �AL12"PIN 7. REFER TO LANDSCAPING PLAN BY HORIUCHI & SOLIEN ''I'` AL - DEP/BARN I o \ TITLED "PLANTING PLAN PREPARED FOR DANIEL and I. 1 / AL TOWN OF BARNSTABLE A TCB` FINE GRADE & RE-SEED LAWN WENDY KRAFT", DATED: JULY 13, 2005. COASTAL BANK g, SINGLE RAIL UPGRADE IRRIGATION SYSTEM AL `� '� SM4 TCB-8 DES^RN WOOD FENCE NOTICE �C + � DEP RN_ x13. LIMIT OF WORK Unless and until such time as the original (red) stamp cf the / JdL J*L FC \ - - ROW OF STRAW BALES responsible Professional Engineer, or Professional Land Surveyor OHO appears on this plan: - (A) no person or persons, including any municipal or other / y� J*L - - ., public officials, may rely upon the information contained herein, and AL � � �Illc (8) this plan remains the property of Holmes & McGrath, Inc. �q - ENCROACHMENT M2 F4000 1/31/06 ADD PROPOSED BEDROOM OVER GARAGE LMC H REVISED PROPOSED PATIO WALL JRK MBM q 11 2 1 05 E 9 / � AL �111a 'Q�� / � CB with Drill 2�R0 2 FLOOD ZONE B / PJR MBM 1 /Hole O`er_ "'� 10/28/05 REVISED PROPOSED HOUSE l � Sq ��, Found F V F f 'rJ►` 4TM,q 'ozq �` •`" SM1 1) (F\ ZONEOD yg2q 9/30/05 ADD WATER SERVICE RLR MBM 8 RS '�` $ A13 RD ADD PRIMARY LIMIT OF WORK, WOOD yAL o :H l2 8 12 05 r RLR MBM �,il� N N / / FENCE & 12 STRIP OF PLANTS <" AL A �\a 8/1/05 ADD SOIL TEST PITS RLR MBM oo DATE DESCRIPTION Drawn Checked AL R E V I S I O N S AL AL AL ALPLAN OF PROPOSED SEWAGE DISPOSAL SYSTEM -^ F,bra s_ y PREPARED FOR .000 !- '� DANIEL A. and WENDY J. KRAFT �� I ( FOR LOT 12, #98 TRACEY ROAD AL I N ti - COTUIT BARNSTABLE, MA �S1 ShFcOi�I' F 0,,Z) � � � � ,aL �l,,�sgib 4ti / GRAPHIC SCALE'S' 'I'G' I SCALE: 1 =20 [ DATE: JULY 13, 2005 1 20 10 0 20 60 $' holmes and me rath inc. f ,,� „�.� , \ I civil engineers and land surveyors � V+ e„�TH EY4 ML U IN FMT362 gifford street 508 548-3564(PHONE �`� �� 000 i Inch = zo rt falmouth, ma. 02540 508 548-9672 (FAX s:.. { DRAWN: LMC, TMS CHECKE . - -- - --- - \KRAFT\205101\205101 PP.DW�0 i JOB NO: 205101 DWG. NO.: 85-4-26B SHEET 1 OF 2 { Q) o cS �- v o� 2 SHOESTRING BAY u noQ c' CB FND. ~ � POPONE55ET BAY I LOCU5 MAP CB FND. I CB FND. I LOCUS ADDRESS: 98 TRACEY ROAD - � o COTUIT, MA ASSESSORS MAP 004 PARCEL 005 REFERENCE CERTIFICATE: 17G829 o� 2�O PLAN REFERENCE: 112GO-D !,I 6R�` CA A5 GERp,LDINE 5p„� N'F ThOM 4 PARCEL p04 9 ZONING DISTRICT: RF AP 00 it�48 O / j 5�2°\5 p0� GROUNDWATER OVERLAY DISTRICTS: M O I AP, RPOD SALTWATER E5TUARY 00 O RECORD PROPERTY OWNERS: I 0� i DANIEL A. * WENDY J. KRAFT ONE PATRIOT PLACE ENGLp5EgTING "% i FOXBORO, MA 02035 COVERED PoRCH i pp,tW 5 9�3 pp r FEMA ZONES: VE (14) X FIRM MAP: 25001 C0752J � - � C i � i MAP DATE: JULY I G, 20 14 0,50 \ i . I 9S / DEP COASTAL BANK. / +15 5 / ALONG FLOOD ZONE LINE / �" S'Q_ i `,� o I / Lr) , r � �� r. I � ' RIVE A O r �^-. �i' i,.. W Y .. .-.._ COASTAL • J / _..., ` BANK _. , 15.6+ �1 - LOT 12 - / �ISTING COVE CH REMOD E1-� I k� 1 .03 ACRE5 9 h d TF / �P f •�9 { t F , "' t fG`i� I I AREA TO HIGH WRACK LINE ,�r Z r l O o� , ° S _ . -• PR0P05ED� o / •' j ( 3 _ x\ ` �._ Roots v / I �-h�_ j. ... _. PROPOSED lIV AREA p I I I I _ zAAAAA ION .. 29° p "'. r STING DWEL�'ING �- -- +17.8 y .1, lz5 r SALT MARSH u' I I / �t / u� :. oOl '�� u 17.7+�F I / O S� / P ST EN I / o f ._.ry Q .. -1.. 05ED EP. yGq PROP DOYLE ► Y w _ 5TEP5 - NO. 37559 I 1 v}.. +.r BM:TOP CB FND. ADO E S e +14.6 - iSEa ,. F._ covEREa ORNAMENTAL __` SED.: ' EXISTING REMODEL O0�4 \ -PROPD PORCH - EL 24 T l�NQ 1 - PLANTINGS 5TV5 ;..a' ,:: _ - DATUM: NAVD88 N J / PAfi01 t I I __.. .1 .l ,_ . �_� ,. _.. --_ :,� _ EREa PO `7 - t .. t V ORNAMENTAL 1' ^� t ...'..1 1 ,, 1-_, _C0 - 1 / . GH I PLANTINGS l - Y r V ET O / EG A1�ED BNI o ZONE ZONE vE„ I 13 gy +15.5 I 337,05' $1 ° 1/ 4 4 WETLAND CONSULTANT: --- \ j ` s�I (EL i 4) / / ry I) FLOOD ZONE LINE ` v rJ Z MLW ..i; w i I / +14.7 ARLENE WIL50N j �� \ `y1, •t`, I`+ , , � w o 1 11 6 0 A.M. WI LSON ASSOCIATES, INC ItI I \ ! ` 20 RASCALLY RABBIT ROAD J I ~~ EaGEOF LAWN MARSTON5 MILLS, MA 02G48 7% I 508 420-9792 17. o I RN5T p,BLE w I 6A TOWN OF COMMISSION cB F D. I ` CO'OfKVA, )N GEL 015 WETLAND PERMIT PLAN / 1 I I I- N MAP 005 PAR PREPARED FOR MLW pp,�, ! I I co `I o oo' I #98 TRACEY ROAD COTUIT, MA55ACk1U5ETT5 ,j DATE: JULY 19, 2017 O A `\� j' °y I SCALE: I" - 20'It S � SALT MARSH � S � s s . PLAN REVISIONS: 1 ,F a ' r•p 5TEPHEN DOYLE AND ASSOCIATES 42 CANTERBURY LANE EAST FALMOUTH, MA55ACHU5ET75 0253G TELEPHONE: 508 540-2534 L 5J D5U RVEY@ AOL.COM