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0250 WINDSWEPT WAY
r . v � . i �, S Village Estimated Cost STREET(HYANNIS) HYAN 0.00 TER STREET HYAN 0.00 NNOUGH ROAD/RTE132 WBAR 0.00 MAC ROAD CENT 0.00 LE PATH MM 0.00 NO CIRCLE OST 0.00 TION WAY MM 0.00 OOD AVENUE CENT 0.00 D NEEDLE LANE CENT 0.00 EY JENKINS ROAD CENT 0.00 KINS NECK ROAD CENT 0.00 N STREET(HYANNIS) HYAN 0.00 LO ROAD MM 0.00 N STREET(HYANNIS) HYAN 0.00 IEW TERRACE MM 0.00 US DRIVE CENT 0.00 GAN WAY WBAR 0.00 DBURY AVENUE HYAN 0.00 ELO ROAD MM 0.00 DLEY ROAD HYAN 0.00 Y LANE CENT 0.00 I o � � �S �, ___—_ I 1 ' From: admin@barnstable.foiadirect.gov Subject: Request#2019-0214:Request put on hold Date: August 13,2019 at 3:55 PM To: teresa@digitaltrek.com Cc: quirk.ann @town.barnstable.ma.us; f lorence.brian @town.barnstable.ma.us, Brian.florence@town.barnstable.ma.us, ann.quirk@town.barnstable.ma.us Town of Barnstable,MA Public Record Request Number:2019-0214 Requester:Teresa Epperson Request Date:Monday,August 12,2019 1:00:12 PM ^� Response Due Date:Monday,August 26,2019 Dear Teresa Epperson Your request has been put on hold due to following reason: Good Afternoon,in order to process your request a check in the amount of$24.40 made payable to the Town of Barnstable is required. Breakdown of fees: 131 pages @ .05=$6.55, Plan copies 2 @ 3.00=$6, Plan copy @ 4.and postage @ 7.85 Thank you Brian Florence,Department RAO Building Department Department O O Town of Barnstable 200 Main Street Hyannis, MA 02601 / Tel:(508)-862-4030 . . Email:Brian.florence@town.barn stable.ma.us 03 I Barrows, Debi From: Quirk, Ann Sent: Tuesday, August 13, 2019 3:04 PM To: Barrows, Debi Subject: FW: Request# 2019-0214 : Request put on hold From: Teresa Epperson [mailto:teresa(&digitaltrek.com] Sent: Tuesday, August 13, 2019 2:31 PM To: ,%;'�L�:rr.='.able.foiadirect.gov Cc: quirk.ann@town.barnstable.ma.us;; Florence, Brian; Quirk, Ann Sub;cct: Re: Request# 2019-0214 : Request put on hold Nly nailing address is 1 40 \'Westerly Rd Weston NIA. 02493 I have already checked the online portal and did not find information that would answer my questions. Than : vou; plcasc, confir m that my request is reinstated. Beni 15 Sent my i I'lhone On AL,g 1.3, 2019. at 12:33 PM, admin c,barnstable.foiadirect.gov wrote: ! i G. .3arnstable, MA '-,iiu ',cord Request Number:2019-0214 Requester: Teresa Epperson Uate:Monday, August 12, 2019 1:00:12 PM l;esponse Due Date:Monday, August 26, 2019 :a Epperson `Cour re.;:o°,-.st has been put on hold due to following reason: i Good nticrnoon, in order to provide an accurate invoice a mailing address is required. We also •e an cn;inc permit center where you can view permits for any property. Attached is the ,�. Paons;• -rom the Barnstable Historical Commission. Debi •anl< vk-j rence, Department RAO .'.,..di.ng Department Department of Barnstable 367 r.iM Street \4A 02601 �e?: 862-4030 ii: pan.florence(a),t own.barn stable.ma.us t: ,'i0a4':T his email originated from outside of the Town of Barnstable! Do not click links,,open atte cc,-ment,- or reply, unless you recognize the sender's email address and know the content is safe! 2 Barrows, Debi d From: Florence, Brian Sent: Monday, August 12, 2019 2:23 PM To: Barrows, Debi; Logan, Erin Subject: FW: Request#2019-0214 : New Request Received Hi Debi, Can you have this FOIA processed? Hi Erin, Can you help Debi with the Historically Significant question if there is any information available? Thanks, -Brian From: admin=barnstable.foiadirect.gov(c)townforms.com [mailto:admin=barnstable.foiadirect.gov(-Otownforms.comj On Behalf Of admin@barnstable.foiadirect.gov Sent: Monday, August 12, 2019 1:00 PM To: Florence, Brian Cc: Quirk, Ann Subject: Request# 2019-0214 : New Request Received Town of Barnstable, MA Public Record Request Number:2019=0214 Requester: Teresa Epperson Request Date: Monday, August 12, 2019 1:00:12 PM Response Due Date:Monday, August 26, 2019 Request Detail: I am seeking historical building/construction permitting and (potentially) historic preservation determination data for 250 Windswept Way, Osterville MA. We are considering purchasing the property which has been on the market for quite some time. We would like to understand past attempts to rebuild and/or renovate the main home as well as the detached garage in the back. We would like to understand what has been attempted (and perhaps declined) in the past. It has been mentioned that the main house may be considered historically significant and therefore cannot be touched. I have not found the address registered as a historically significant address. Any information you can provide would be greatly appreciated. I can be reached at 617 319 6683 if discussion would be helpful. Thank you. Hi Brian Florence : We just have received a new Public Records Request. The request details are shown above. By design you are receiving this request first. Please evaluate and assign to the proper department and personnel in order to start working on the response. Please click the following link to arrive at your log in screen. 1 https://www.townforms.com/FOIADirect-BarnstableMA/ Thank you. Town of Barnstable FOIADirect Administrator Please be advised that the Massachusetts Secretary of State considers e-mail to be a public record, and therefore subject to public access under the Massachusetts Public Records Law,M.G.L. c. 66 § 10. "This electronic message and any files attached hereto could contain confidential or privileged information from the Town of Barnstable Building Department Department. This information is intended to be for the use of the individuals or entities to whom it is addressed only. If you are not the intended recipient, be aware that any disclosure, copying, distribution or use of the contents of this information is strictly prohibited. If you have received this transmission in error, please notify the sender by reply email and destroy all copies of this message." CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! 2 I !/'W i �, ��� a , . Town of Barnstable rq TOWN OF BARNSTABLE !' t Regulatory Services ! Rum ; 'T Tomas F. Geller,Director 2011 JUN� 22 AM 9 1 Building Division Tom Porry,Buflding Commissioner 200 Main Street,Hyannis,MA 02601 DIVISION Offcc: 508-862.4038 Fax: SC 790-6230 REQUEST FOR ELECTRICAL INSPECTION ELECTRICAL PERMIT NUMBER -7 (Permit required in order to process inspe ) Today's Date I R.equeeted Date of Inspection �CT I, E rl L �NV�I� hereby request an inspection under Massachusett General - (Mactriaian) Law chapter 143, section 3L and 237 CMR 4.02(3). The installation will be ready for inapecti.on at dt)o "" h I .Sw r (Property Locati u) Type of inspection requested: ❑ Temporary Service O. Service Re-inspecti ❑ Excavation ❑ Rough Re-inspecti ❑ Service Inspection ❑ Final Re-inspectio ❑ Rough Inspection for ($100.00 Re-inspection Fee) ❑ Final Inspection for . ❑ othe te66 ` ►` Owner or tenant 103 As N d Te by 50b07�3 Licensee'o name, address, and phone Ui. License number I >Il Licausee's Signature TAiRIN s qq 3 2to 01 a co Barnstable Inspector of Wires Inspection date �u L ❑Approved ❑Not Approved This work was not approved for violation of the following Articles and Sections of a MA Electrical Code: Q:WPFi1n:forma:clxtqum ReYA/8/08 ,r.AX 001 Town of Barnstable �I 2; Regulatory Services II ' �xxQrasss. Thomas F. Geller,Director 1• 16 AS& d Building Division �Eb►AF.'� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 it I Office:.508-862-4038 Fax: 790-6230 REQUEST FOR ELECTRICAL INSPECTION I, ELECTRICAL PERMIT NUMBER a�I (Permit required in order to process Today's Date* Requested Date of Inspection jj hereby request an inspection under Maesachua General - Ij (Electriciau� Law chapter 143, section 3L and 287 CMR 4.02(3). The installation will be ready for inspection at • (Property Location) r` Type of inspection requested: i� II ❑ Temporary Service ❑ Service R e-insp n ❑ Excavation ❑ Rough Re-inspe 11, I Ij ❑ Service Inspection ❑ Final Re-inapect ; ❑ Rough Inspection for ($100.00 Re-inspection Fee) I n i ❑ Final Inspection for I li ❑ Other j Owner or tenant 6 0 103� i Te � f?V' $ Licensee's name, address, and phone 1�'� Licensee's Signature License number This section to be OOZE?1216 arnstable Inspector of Wires #i Inspection date Droved ❑Not Approved 'I This work was not approved for violation of the following Articles and Sections of the Electrical Code: I' I`4 Q:WPFileo;forms:elecLmqucz >j Rcv:4/9/09 I commonwealth. o f/rla6eacku.6,16 Official-Nsc6ftry` �� 2cc�� Permit No. &partn,w,d of Sire sarvicae Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/07] leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code C), 27 C 12.00 F (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: 4 � r City or Town of: 646� To the Inspector of Wires: By this application the undersigned gives notice of his or h intention to perform the electrical work desc 'bed below. Location (Street& Number) s� (15(9J• 4 r, Owner or Tenant Telephone No. Owner's Address Is this permit in conjunction with a building permit? Yes ❑ No ❑ (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters _ Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Completion of the followingtable may be waived by the lns ector of Wires No. of Recessed Luminaires No,of Ceil.-Susp. (Paddle)Fans o. o ot al Transformers KVA No. of Luminaire Outlets No. of Hot Tubs Generator' OVA O Above n- o. o me Igency tg tng ZE No. of Luminaires Swimming Pool rnd. ❑ rnd. ❑ Bette Un c No. of Receptacle Outlets No. of Oil Burners FIRE AL S No. of Zones' o, o etecttoa an No. of Switches No. of Gas Burners Initiatin Devices -� � Total I No. of Ranges No. of Air Cond. Tons No. of Alertipg Device Heat umJ. um er ons o. o e - ontatne t� No. of Waste Disposers Totals ......•.•••....•.." ...................... Detection/Alerting De es F_ No. of Dishwashers Space/Area Heating KW Local❑ untctpa ❑ Other Connection Heating Appliances ecurity stems: No. of Dryers g pP KW y No.of Devices or Equivalent o. of Water Kam, o.o o:o Data Wiring: Heaters Signs 1 Ballasts No. of Devices or Equivalent 4 F- No. Hydromassage Bathtubs No. of Motors Total HP a ecommuntcattons Wiring: ,i No. of Devices or Equivalent Q . [OTHER, t_ Attach additional detail if desired, or as required by the Inspector of Mres _ - Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. V INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE BOND ❑ OTHER ❑ (Specify:) (;J4<, C iW_V 64.4 i Gvt t �P_8/>_Oi f 1 certify, under the pains and penalties of perjury, that the Information on this application is true and a /ete. FIRM NAME: 9 LJ l Q,t,J L,+ti_� LIC. NO.: 2� 13 i l'p,} Licensee: EYI L �)reLJ Signature LTC. NO.: d--7)39 C (if applicable, enter "exempt"in the license number line.) Bus. Tel. No.:_608 77 9) o 7,�-3 Address: 1a3/4 I--I%-d -C-ecK D UJ.` arm� -r;( Alt. Tel. No.:50� 73�d 7 'Per M.C.L. c. 147,s. 57-61;security work requires bepartment of Public Safety"S"License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this.requirement. I am the(check one)❑ owner ❑owner's aeent. Owner/Agent Signature Telephone No. PERMIT FEE: S 1 1 123115— �'onrcao) k9� hev�-cu�viseCP n ee�Q fe qst¢,►�i n�l-r n� z�nn�k �6aYoQ � tuowai Wo✓'�sin 4WA`b) O TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION,, Map Parcel D - :Application# 149D Health Division "Date Issued Conservation Division : Application Fee Planning Dept Permit Fee �Z • Z Date Definitive.Plan Approved by Planning Board ok /S Historic - OKH. __ Preservation/Hyannis V Project Street Address W 1 n �, ' 3 Village OwnerC7eI' 1�t ' Address119; tbrid KriLin n,M� Telephone i' 3 _173 Permit Request .s Ili 0? 3 6�Dyo IA.I6` r1c� ®v Imo fed = 'xr Nr I r o Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family : U Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing 0 new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑'new size _Shed: ❑ existing ❑ new size _ Other: o o Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ' Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use "'-+ r w APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Y Ir v� Telephone Number ��U �O "O `7 7C)/ Address �� �� I -I License#_� S D 7 35 Home Improvement Contractor# Worker's Compensation # _1 4 0?9 3 O ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WI BE TAKEN TO SIGNATURE ATE In FOR OFFICIAL USE ONLY APPLICATION# k DATE ISSUED r MAP/PARCEL NO. - - ADDRESS VILLAGE OWNER ` DATE OF INSPECTION: FOUNDATION FRAME INSULATION -FIREPLACE 1 ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL , GAS: ROUGH _ FINAL ' FINAL BUILDING DATE-CLOSED OUT - ASSOCIATION PLAN NO. - 1 f The Con onlvealth of Massachusetts Department of.Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 y wrviumass gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information ock Pl ase Print Legibly Name(Business/Organization/Individual): Address: �1 (� City/State/Zip: l�f'hone.#: �L/ KIR Are yo n employer?`Check the appropriate box: Type of project(required): 1. I am a employer with rf 4. I am a general contractor and i employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. F]Demolition working for me in any capacity. employees and have workers' 9 Buildingaddition [No workers'comp.insurance comp.insurance.t ❑ required.) 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself,[No workers'comp. right 6f exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.(No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also till out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors.must submit a new affidavit indicating such. tcontractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must-provide their workers'comp.policy number. yam an employer thnat is providing workers'compensation insurance for my employees. Below is the policy and job site information. NoJe vroce Insurance Company Name: an I+e " Policy#or Self-ins.Lic.#: �'"1 v Expiration Date: Job Site Addr M4 City/State/Zip:U�JIC� Attach a copy of the workers'compensation policy eclaration 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 imprisoament,as well as civil penalties in(he form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be.advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. f do hereby ee " rrrrder die us an penalties of perjury that the information provided above is true and correct. Signatuie: Date: Phone#: 7 741—$Ll--7 tv Z 1 Official use only. Do not write hi this area,tb be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Torun Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Town of Sandwich-Revised March 2008 16 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF IN ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Don Bunker Insurance Agcy HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 320 Washington St ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Norwell,MA 2061 COMPANIES AFFORDING INSURANCE COMPANY A GRANITE STATE INSURANCE COMPANY INSURED Catult Solar Llc r Po Box 6® i 64 OLD SHORE RD I Catult,MA 02633-0000 I 0. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE-POLICY PERIOD INDICATED,NOT WITHSTANDING 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 THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALLTHE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES:LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Do LTR TYPE OF IN5URANCE POLICY NUMBER POLICY EFFECTIVE DATE POLICY EVIRATION DATE i A kTiON DEMPLOYERS'LIABILITY LIMITS E PROPRIETOR/ PARTNERSIEXECUTIVE OFFICERS ARE: INCL❑EXCL❑ 7422369 3/26/2009 3/26/2090. ATUTORY LIMITS ER CwereppApplleetoMA Operdme0*. CH ACCIDENT I 500100 ISEASE POLICY LIMIT o 300,00 ' •ISEASE•EACN EMPLOYEE � 30�.00 DESCRIPTION OF OPERATIONSIVEHICLE8ISPECIAL rMMB IRE:NO PARTNERS ARE COVERED BY THE WORKERS COMPENSATION POLICY. CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE. SHOULD ANY OF THEABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL IQ BARNSTABLE, MA 02634 DAYS WRITTEN NOTICE TO THE CERTIFICATE MOLDER NAMED TO THE LEFT,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY.ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE i I - I Massachusetts- Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License License: CS 102975 Restr"icted to: 00 CHRISTOPHER PETERSON 41 THATCHER HOLWAY,ROAD ' MARSTONS MILLS, MA 02648 , Expiration: 10/7/2012 Commissioner Tr#: 102975 e ve O face o Consumer Affai •and Business Regulatiye aR s on 10 Park Plaza - Suite 5170 Boston, =ssachusetts 021-16 Home Improve> ontractor Registration . Registration: 146276 Type: Supplement Card COTUIT SOLAR Expiration: 4/8/2011 CHRISTOPHER PETERSON o . 3800 FALMOUTH RD. - MARSTONS MILLS, MA 02648 �e Update Address and return card.Mark reason for change. DPS•CAt SOM-OM04-G101216 Address Renewal Employment. ❑ Lost Card s'3 ✓<ce �oamirnoouuea/,l/ a�✓�craoac`ucarlta ' Office of Consumer Affairs&Busiuess.Regutation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration—,k,146276 10 Park Plaza-Suite 5170 lug Expi fiott ri,A1 Boston,MA 0 116 ,&lent Card COTUIT SOLAR- 0 CHRISTOPHEAPE<TERSO_ y P.'O. BOX 89 — COTUIT, MA 02635 "" ^ Undersecretary Not valid without signature i Mar 02 10 01:09p Cotuit Solar 508-428-8442 p.2 r'. oFTHEA Town of Barnstable Regulatory Services MThomas F. Ceiler,Director Building Division Tons Perry', Building Commissioner 200 Main Street, Hyannis, MA 02601 wvs w.town.barnsta bie_ma.us Office,': 508-862-4038 508-790-623 0 Property O�umer Must Complete and Sign This Section If Using A Builder r6eralZ f�l Qi�e,`z a ^' s Owner of the subject prope_�.. heteby authorize to act on M ^ehaL, in all-matters relative to work authorized by This building permit application for: J50 W-iYl c�sw� -t Q 1A, ry i 11 e (Address ofJob) L 2�w Sign e o D%Mer Date Print Name If Property Owner is applying for permiT please complete the Homeowners License Exemption Form on the reverse side. TOWN OFBARNSTABLE BUILDING PERMIT•APPLICATION Map- Parcel "'Application # 6✓ 0/6 " Health Division '-Date Issued ' Conservation Dividio' n ApoAfcation Fee Planning Dept. `:''Permit Fee Date Definitive Plan Approved by Planning Board o Historic OKH Preservation Hyannis 5E,0 ACL-sa 143 sttos� CG1X4_"J_ Aly Project Street Address Village 0 r Owne ess -1pR Telephone r oe_ _JT Permit Request 49�*TV_A�/A to e,- 6 AV tr Square feet: 1 st floor: existing—proposed 2nd floor: existing—proposed Total new Zbhing District Flood Plain Groundwater Overlay Project I Construction Type Lot SizeGrandfathered: Q Yes U No If yes, attach supporting documentation. Dwelling Type: Single Family LJ Two Family Q Multi-Family (# units) Age of Existing Structure Historic House: L]Yes Ll No On Old King's Highway: LJ Yes Ll No rX ll! Basement Type: Q Full Ll Crawl Ll Walkout L] Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) CR -> Number of Baths: Full: existing new Half: existing nevv o E. Number of Bedrooms: existing new Lo exis CD C) Total Room Count (not including baths): existing new First Floor F76c m County °9 Heat Type and Fuel: L] Gas Ll Oil Ell Electric Ll Other Central Air: El Yes Ll No Fireplaces: Existing—New Existing woodA oal stov'eo: 0 s Q No Detached garage: Ll existing Ll new size—Pool: Ll existing Ll new size Barn: Q existing new size Attached garage: Ll existing Ll new size —Shed: Ll existing L1 new size Other: Zoning Board of Appeals Authorization Ll Appeal # Recorded El Commercial Q Yes Ll No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address License# 19 19 _5 Home Improvement Contractor# I Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO JO-1Z.16A�6, A�� A SIGNATURE DATE r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED r s MAP/PARCEL NO. ' ADDRESS VILLAGE k OWNER - '.'DATE OF INSPECTION: FOUNDATION - .FRAME INSULATION -- FIREPLACE . A ,- ELECTRICAL: ROUGH FINALf:- r PLUMBING: ROUGH FINAL' p r ,.,GAS: ROUGH FINAL R FINAL BUILDING 1 DATE CLOSED OUT ~� cj ASSOCIATION PLAN NO. t i 3/31 / 10 11 : 12 : 59 AM 4170 0 03/03 CERTIFICATE OF LIABILITY INSURANCE DA/31/DDIYY0 PRODUCER (508)540-2400 FAX: 508 289-4111 3/31/2010 ( ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Murray & MacDonald Insurance Services, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 550 MacArthur Blvd. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bourne MA 02532 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:Arbella Protection Insurance 41360 Gillmore Marine INSURER B:Travelers Ind. Co. OF CT 25682 PO Box 586 INSURER c:Travelers Indemnity Company 2565e COtuit INSURER D: MA 02635 INSURER E: � COVERAGES 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 BYTHE POLICIES DESCRIBED HEREIN IS SUBJECTTO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OFSUCH POLICIES.AGGREGATE LIMITS SHOWN MAYHAVE BEEN REDUCED BYPAID CLAIMS. ILTR SRD POLICY EFFECTIVE POLICY EXPIRATION LTR NSRD P OFINSU INSURANCE POLICY NUMBER DATE MMIDD DATE MMIDD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEIF— PREMISES Ea occurrence $ 100,000 A CLAIMS MADE OCCUR 3500035198 9/15/2009 9/15/2010 MED EXP(Any one person) $ 10 000 PERSONAL&ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 21000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 X POLICY PRO- CT LOC AUTOMOBILE LIABILITY AW N COMBINED SINGLE LIMIT AUTOS (Ea accident) $ B IAM, OWNEQ(>UTOS -385SA605-09-SEL 9/15/2009 9/15/2010 BODILY INJURY $ 500,000 X 6@hiEDULED'AUTOS (Per person) ri n X WEED AUKS BODILY INJURY X g66N-O�MJEDAUTOS (Per accident) $ 500,000 I0 — q LA- PROPERTY DAMAGE L' �'� (Per accident) $ GARIM LIABIC AUTO ONLY-EA ACCIDENT $ AUTt� OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE _ $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ C WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N FR ANY PROPRIETOR/PARTNER/EXECUTIVE ElE.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) SKUB0702N15309 7/1/2009 7/1/2010 E.L.DISEASE-EA EMPLOYE If yes describe $ 1,000 000 , ribe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1 000 000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Blakeley 250 Windswept Way Osterville MA 02655 & 43 Sunset Point Osterville MA 02655 CERTIFICATE HOLDER CANCELLATION (508)790-6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BECANCELLED BEFORETHE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN 200. Main street Hyannis, MA 02601 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE S Harrington, CIC/SMH ACORD (2009/01) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025(z00sol) The ACORD name and logo are registered marks of ACORD 6304 r Feb 16 10 08;42p Lucy Blakeley +1 781 259 0152 p.3 DEB.'11' 20 0 3:511PM GI Uv',O'E MA.R1NE NO. 08 P. 2/4 Town of Barnstable Regulatory Seryices •ArNB'I'Adl.�, � a Thpmae F.Getter,Director Ar d M�a Building Division TOM Parry, building Commissioner 200 Main Street, Hyannis, MA 02601 wNvrv.tawii.bernstable.rnA.US Offloe: 508-862-4038 Fax: 508-790-6230 Peopetty Ownef Must Cornpl.c a and Sign This Sectiori If Usi.ilg A, Builder as Ownex ofthe subjectptoperty ' here-by a+xthatize &4'� to act�n rr,y behalf, in all Mattel:$ relative to work authorized by this building permit application Fox; klau :(Addrees of Job) A �i 2K �Igrnatute of Qwilet Taate Pruit N•atxie . IfP[operty Owner is applying forpennit please complete the I-Iome=.tcxs License Excxnptioe porm oil the reverse aide, Massachusetts- Department of Public Safety Board of Building Rc,,ulations and Standards Construction Supervisor License . License: CS 68433 Restricted to:- 00• 4 +r N S GEORG�-W GILLMORE r PO BOX 946 COTUIT, MA 02635 Expiration: 6/10/2010 ('ununisvioner Tr#: 27611 Restricted to: 00 00- Unrestricted 1G-1 2-Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. "Refer to: WWW.Mass.Gq.`/DPS r Board of Building Regulations and Standards HOMOMPROVEMENT CONTRACTOR t Regist'tati_oh, .123494 A r t1-on=2 26/2011 Tr# 278577 �. •ype:==PiiVate Corporation Gillmore Marine o o:tr otin�`In l George G ill more �ii3_ ../ 37 Bowdoin f i - Mashpe�,MA 0264"9 � d�d�inistr�It�or� License or,registration istration valid for individul,use onf`� a I before the expiration date. If found return to: + t3gard of Building Regulations and Standards !i il.c Ashburton Puce Rm 130.1 IBoston,Ma.02108 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION e of �vZ2c Map Y-67% Parcel Application # Health Division Date Issued _(2 t C Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis v s y Project Street Address -Sma 1- Village Owner fin. Address 1� �-� Telephone Permit Request w 10, X i � 0 v Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 0W 11 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Roo maCount �r G � R Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other 0 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_ I Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ C:' Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ��J �w . F&A Lb"__ ki�- Telephone Number Address ` ?) License # 0006 39s- l "tS , RA 671601 Home Improvement.Contractor Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE id 1 r FOR OFFICIAL USE ONLY .APPLICATION# PATE ISSUED MAP/PARCEL NO. ADDRESS .. - VILLAGE -f OWNER r DATE OF INSPECTION: FOUNDATION Pod1- S-r£fL (ol3)1h FRAME r INSULATION • x FIREPLACE ELECTRICAL: ROUGH FINAL ., PLUMBING: ROUGH FINAL`. GAS: ROUGH FINAL FINAL BUILDING DATE,CLOSED OUT F ASSOCIATION PLAN NO. i P' ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information //� Please Print Legibly Name (Business/Organization/Individual): ,•J. _-/u Y. (fir M(f . Address: g f�Os City/State/Zip: /V S /I7fi 0260 / Phone M (5-08) 171 Q q! l Are you an employer? eck the appropriate box:.. 4. I am a eneral contractor and I Type of project(required): 1.Q I am a employer with aO ❑ g * have hired the sub-contractors 6. ❑New construction employees(full and/or part-time). _ 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance. $ 9. ❑Building addition 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 I I.El Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box 41 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. Q Insurance Company Name: B�l� P47WT10A.( I& E Cp -� Policy#or Self-ins.Lic.#: '�-��3 g�0�0�T fir' � Expiration Date:_ r_ Job Site Address: a . SO• w wC&LWAf W 04 City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP 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 the pains and penalties of perjury that the information provided above 's true and correct. Si ature: Date: Phone#: Official use-only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: I A R CERTIFICATE OF LIABILITY INSURANCE °A0310 201'11 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 endorseme s). PRooucER GONTAC HART INSURANCE AGENCY,INC. NAME: Erica H.O'Connor 243 MAIN STREET MCM (508)759-7326 AC Ne:(508)759 7366 PO BOX 700 DRESS: BUZZARDS BAY,MA 02532070.0 NSURE S AFFORDING COVERAGE NAIL If INSURER A: ARBELLA PROTECTION INS CO 41360 INSURED EJ Jaxtimer Builder,Inc NS,IaER°: ARBELLA PROTECTION INS CO 41360 48 Rosary Lane ARBELLA PROTECTION INS CO 41360 Hyannis,MA 02601 USURER c NSURERD: ARBELLA INDEMNITY INSURANCE'COMPANY 10017 'INSURERE: NSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED.NAMED-ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR iypE OF INSURANCE ADDL SUBR POLICY NUMtR .POLICY EFF POLICY EXP Loan A GENERAL LIABILITY 8500042039 01/01/2011 01/01/2012 EACHOCCURRENCE s 1000000 COMMERCIAL GENERAL LIABILITY p Ea ammmm)D S 300000 CLAIMS-MADE ®OCCUR MED EXP(Any one person) S 5006 PERSONAL&ADV INJURY $ 100000m GENERAL AGGREGATE. $ 200M GEN1 AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2000000 POLICY ' PRO LOC $ B AuToMOBRFLIABILITY 2166240DO04 01/01/2011 01/01/2012 COMBI.EDSIN' LE LIMIT 1000000 m n ANY AUTO BODILY INJURY(Per peraa) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per aceider9) S NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS r accdentl S C UMBRELLAUA6 OCCUR 4600042040 D1/01/2011 01101/2012 EACH OCCURRENCE S 2,000,000 EXCESS LIAB rl CLAIMS-MADE AGGREGATE $ 2,000,000 DED RETENTION S S D WORKERS COMPENSATION 0053890111 01/01/2011 01/01/2012 wcSTATU- oTH- AND EMPLOYERS'UABU JTY Y I NU. ANY PROPRIETORIPARTNER/EXECUiNE E.L.EACH ACCIDENT $ 500,000 OFFICERIMEMBER EXCLUDED? N I A (Mandatory in NN) E.L.DISEASE-EA EMPLOYEE S 500.000 Sapp-dbe under DEBLRIPTION OF OPERATIONS below EL DISEASE-POUCY LIMIT S 500,0()0 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(AQaclr ACORD 10%AddltlonN Rermrss Sctradule,R mom span is requlmd) I CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLEDEEFORE 200 MAIN STREET THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEL VERED IN HYANNIS,MA 02601 ACCORDANCE WITH THE POLICY PROVISIONS. AUTMORIZEDREPRESENTA�Tl � ©1988-2010 ACORD CORPORATION. All rights reserved.. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD I May 18 11 11:44a JERRY BLAKELEY 19735062628 p.1 04� Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder �-T --'—' , as Owner of the subject properh herebl•authorize �. ��� T I r � teaJ�iW Ii'1 C.to act on my behalf, in all matters relative to work authorized by this building permit application for: �41ti W` W� A& XA O;Z 6 5 S (Address of Job) 42' e of Owner baTe g • Print Name If Property owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. CAUsers'dcc oil ik'•.AepDatalLor N\4icrosofawindows'.Tcmporary Internct Filcs\ContcnLOUtloeklDDV87AAZIEXPRESS.doc Revised 072110 Office of Consumer Affairs and vuusiness Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement C6n,tra ctor Registration Registration: 110609 Type: Private Corporation i Expiration: 11/3/2012 Tr# 205399 E J JAXTIMER, BUILDER, INC. W ERNEST JAXTIMER -' a n 48 ROSARY LN. HYANNIS, MA 02601 a �z Update Address and return card.Mark reason for change. Address F1 Renewal Employment Lost Card DPS-CAI 0 50M-04/04-G101216 _..... ....... .. �o .............._........__...:..--- ... OfficeTf Cofume r'�'(W1 �"c�usines�'"�io. License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: Type:�110609 Office of Consumer Affairs and Business Regulation fi 10 Park Plaza-Suite 5170 Expiration: 111312012 Private Corporation Boston,MA 02116 TET11MER,BUI -110 ERNEST JAXTIMElIR 48 ROSARY LN} // ' HYANNIS;MA 02601' !� Undersecretary Not valid without signature Massachusetts- Department of Public Safety ' Board of Building Regulations and Standards Construction.Supervisor License License: CS 3251 Restricted to: 00 ERNEST J_JAXTIMER 48 ROSARY LANE HYANNIS, MA 02601 . � I Expiration: 1/1 41201 2 Commissioner Tr#: 13122 is i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map 05I Parcel Application # S Health Division � . � Date Issued Conservation:Division Application Fee S Planning Dept. Permit Fee 40tlL Z Date Definitive Plan.Approved by Planning Board a i.loq Historic - OKH Preservation/Hyannis Project Street.Address ill Village V I L L, Owner 649444n &(kke-(ouj .1i Address 2'0 W1AJr>SVJ6PT W Telephone �_�lJ� I �� ��9 g D's73?-U r(,' Permit Request Nau e Zl- &104dw DUts W /I1 D Q ws Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 000 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: 0 Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing 0 new size_ Attached garage: O existing ❑ new size _Shed: ❑ existing 0 new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 0 No .'If yes, site plan review# i n -n Proposed Use `" _ � Current Use ,�, ,= APPLICANT INFORMATION _._ W (BUILDER OR HOMEOWNER) ( r1 L 0 J � Name �, &Y--n ME e,�t f L REF- Telephone Number Address 70 f 1 OC2 - kA'13e; License # D o 3a / N y M A- MOO Home Improvement Contractor# 110 6 Worker's Compensation # g 1 t i d l n l 0 9 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S SIGNATURE DATE °i FOR OFFICIAL USE ONLY APPLICATION# s DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE ' DATE OF INSPECTION: ; x FOUNDATION " t ? FRAME D3� 0 ,� INSULATIONCo 3 � & } FIREPLACE - ELECTRICAL: ROUGH I FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING nalbigilpho " 1 DATE CLOSED OUT ASSOCIATION PLAN NO. AN The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information /,/- Please Print Legibly j� Name (Business/Organization/Individual): t•y �/u / /j?t e�' �E wl l,�&r, /07L° . Address: g f�Os�2J ��-�-�— City/State/Zip: R76 02&0 / Phone #: (602) 1? p 19( l Are you an employer? eck the appropriate box: Type of project(required): 1.E /I am a employer with a0 4. ❑ I am a general contractor and I employees(full and/or part-time). * have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on'the attached sheet. 7. ❑Remodeling' ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance. required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions re q � 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 13.❑ Other employees. [No workers' comp. insurance required.) *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an.additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If.the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Q Insurance Company Name: B&l� P4ZW7?QRr I AI S C0 . Policy#or Self-ins.Lic.#: 91 11 Q f y l y 9 Expiration Date: �� Ut y Job Site Address: M So. knabskkL^�y (A1�_City/State/Zip: D�U!aC__ 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 certi er the -penalties of perjury that the information provided abo a is true and correct Si atwe: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: i MAR, 13. 2009 10: 24AM HART 1 HSUFANCE N ;. 0J'I I', [� I p m/DD/ tIl�T„ CERTIFICATE OF LIABILITY INSUl NCE � 03/1 3/20D9 � 03!i PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION HART INSURANCE AGENCY, INC. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES. NOT AMEND. DCTEND OR 243 MAIN STREET ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 0 COVERAGE NAIC# X B 7 PO BOX BUZZARDSBAY, MA 02532-0700 INSURERS AFFORDING CO INSURED L_j ja�imer Builder, Inc - INsuRERA. ARBELLA PROTECTION.INS CO 41360 48 Rosary Lane INsuRERB: ARBELLA PROTECTION INS CO 41360 I-I�"TTr118,Irgf�, 0250' INSURER C ARBELLA PROTECTION INS-CO 41360 INSURER D: ARBELLA PROTECTION INS CO 141360 INSURER.E: COVERAGES THE�POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO.THE ItJSURED:NAMED ABOVE FORME POLICY PERIOD INDICATED.NOTWITHSTANDINGY BE ISSUED UEOR ANY ICATE Msk MAY KRTAii j THE iNSURAN E AFFORDED BY THE POLICIIEAS-D SCRISEDEHEREIN IS SUBJECT TR DOCUMENT WITH O ALLCTHE TERMT TO IS. EXCLUSIONS CH THIS FA D C DMOt4 OF SUCH Pem6 ES�6 REGATE-LIMCXS-SH0%FJN MAY-HAVE-BEEN.SEDSLCED_BY PAID-'LADS._ — tIVSR N DATE I]MMn2 POLICY NUMBERPOLICY EFFECTIVE POLiCt EXPIRATION LJMtTS I h" A.,yomoma-E, G%AL LIASILMY 8500042039 I G1/0i%09 01101 i i 0 EACH OCCURRENCE a 1.000.000 ES s 300 000 TO RENTFD .COMMERCIAL GENERAL LIA91LIT1CLAIMS MADE OCCURMED ExP FAItlr o perooN s 500 PERSDWCL S Abv a may sGENERAL AGGREGATE S 2 000 000 PRODUCT.S•CDMP/OP AGG S 2 000.000 WL AGGREGATE LIMIT APPLIES PER POLICY PRO. LOC1 uABTLRY 87083400003 01/01/09 01J101110 COMBBIINEEDDSINGLE LIMIT s 1,000,000 (Es accoant) ANYAVro X AL OWNED AuT05 (Per peWon) S i SCI-- LED AUTOS HIREDAUTOS BODILY INJURY S (Pet BCCMBDo NON.OWNED AUTOS PROPERTY DAMAGE $ (Per aeomn0 AUTO ONLY-EA ACCIDENT I S GARAGE LABILITY ANY AUTO AU OTHER THAN EA ACC S AUTO ONLY• AGO S C D=WvmBRBLLALIABILITY 4600042040 01/01/09 01/01/10 EACH OCCURRENCE s 000000 OCCUR El CLAImS MADE AGGREGATE S S S DEDUCTIBLE s RETENTION 5 OR LIMIT OTH. p WCRIO=COMPENSATION AND 9111010109 01/01/09 01101/10 EW�S�LITY E.L.EACH ACCIDENT s SQO-000 ANY PROPRIETOR/PAR,niqvomCUTNE E L DISEASE•eA EMPLOYEE S 500,000 OFFICERNIEMaER E%CLUDEO? ,I,,,,���g E L DISEASE-POLICY UNn 5 500 000 mz* OTHER DESCRIPTION OK OPERATIONS I LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION I SHOULD ANY OF THE ABOVE DESCROWD POLICIES BE CJWCELLPr'BEFORE THE M%RIRATION DATE THEREOF.,M ISSUING INSURER WILL ENDEAVOR YO MAIL 30 DAY5 WRITTEN Town Of Barnstable NOTICE TO THE CERTIFICATE HOMER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 367 Main Street IMPOSE NO OBLIGATION OR UABIUTr OF ANY KIND UPON THE INSURM ITS AGENTS OR Hyannis, MA 02601 REPRESENTATW& AUYHORIM REPRESENTA r i Board o ui vn g g e ula/oAantan ar s One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home lmprovemeo-r{' `ontractor Registration ===— Registration: 110609 Type: Private Corporation Expiration: i i/3/2010 Tr# 276582 E J JAXTIMER, BUILDER, INC. ERNEST JAXTIMER 48 ROSARY LN -- - - HYr,NN1S; Mr, VLVV I Update Address and return card.Mark reason for change. Address .` Renewal Employment i i Lost Card DPS-CA1 w 5OM-05/06-PC8490 ✓/LC -C/J07YI/IIZO?2I�f�AUL Oy✓!/GOddQ�iLI/L2�d .... Boar—li of Bul-diiigRe;ulatidns andStarida�ds License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards RegistPa �A 110609 One Ashburton Place Rm 1301 E�i�at�oa^+?1/3/2010 Tr# 276582 Boston,Ma.02108 Jcgi13 fluate Corporation E J JAXTIMER, ERNEST JAXTI17fEF =� 48 ROSARY LN i wt out signature HYANNIS,MA 02601-' � Administrator t validg i. Board ofBwltng Regulations and`.Stand`ads ' CorastftC tiPStiperwsoc:License T t - License CS 325:1 ��I' i5 � 201:'0 Ti`# 1:3629 ' I rrCUoEE�[1� �3 Xe Gp RNI=ST E S� 1 48-R9SARY LANE` WYIXNNIS;MA 02601 "� Commrss,on'eF I : THEI To 'of Barnstable • �P�QfpkrO ' . :..�s Rectory Services sa Thomas F:Geiler,Director �PTED MAT��m B c R Cron DNisI0Il Tom Perry, Building Commissioner 200 Main Street, Hya=is,MA 02601 Ice:. 508=862-4038 Fax: 508-790-6230 Property Queer Must Cornplete and Sign ThisSection .E..f'RJ sing A.Builder as Owner of the sub• ect ro G \ ` ) P pay hereby authorize y y CJ A-Y-T I bu I LbaW(to act on my b--hal f in all matters relative to work authorized by this building permit application for. Z ' 1�f 5WEpT WA- C_>0[, i 4 L ( (Address of Job) s* ture of Owner Da e Print Naive f NilREScheck Software Version 4.3.0 Compliance Certificate Project Title: Blakeley Residence Energy Code: 2006 IECC Location: Osterville,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Osterville,MA Northside Design Associates 141 Main Street Yarrnouthport,MA 02675 ::Compliance: Compliance: Maximum UA:760 Your UA:745 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 2811 30.0 0.0 98 Wall 1:Wood Frame,16"o.c. 4148 15.0 0.0 231 Window 1:Wood Frame:Triple Pane with Low-E 477 0.280 134 Door 2:Glass 674 0.280 189 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2811 30.0 0.0 93 Compliance Statement. The proposed building design described here is consist with a building plans,specifications,and other calculations submitted with the permit application.The proposed building ha een d igned to meet the 2006 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements ' ted i e RE k Inspection Checklist. ssna v-9 Name-Title ignature n.tb I Project Title: Blakeley Residence, Report date: 10/23/09 Data filename:C:\Program Files\Check\REScheck\client reports\BLAKELY2.rck Page 1 of 3 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: Windows- ❑ Window 1:Wood Frame:Triple Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 2:Glass,U-factor:0.280 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Project Title: Blakeley Residence Report date: 10/23/09 Data filename:C:\Program Files\Check\REScheck\client reports\BLAKELY2.rck Page 2 of 3 Duct Construction: O Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181B. Building framing cavities are not used as supply ducts. O Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. I] Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. i NOTES TO FIELD:(Building Department Use Only) I Project Title: Blakeley Residence Report date: 10/23/09 Data filename:C:\Program Files\Check\REScheck\client reports\BLAKELY2.rck Page 3 of 3 µ 2006. IECC Energy Efficiency Certificate Insulation Rating R-Value Ceiling I Roof 30.00 Wall 15.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.28 Door 0.28 NA CoolingHeating& Water Heater: Name: Date: Comments: jog TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 Forestdale, MA 02644 CALCULATED B DATE Tel./Fax: (508) 790-4686 CHECKED BY DATE %k OF SCALE .............. ....................................................................i.......... .......................... .......... ....................................... ...... 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Z` 2�00 . ....: c ... ..... .. .... ..... ..... c.., . ................... .... a ,©., � 1. ...... .. -=m........._ -.........................`. ........................................ ...:....... ..... ...... ............:......................................_a.............;............................:............. ........................... .. .. ..... ..................... ..... ...... ...... ..... ...... ...................... .... ..... ...... ...... 2. ...................... :......................................._................_................... :1�1.0.. �.? a ..... .. 03/09/2010 20:42 508-790-4686 PAGE 02/02 i Taylor Design Associates, Inc. P. O. Box 1313 Forestdale, MA 0264.4 Telephone &Fax,: (508) 790-4686 March 9,2010 Mr. E. J. Jaxtimer E. J. Jaxtimer Builder, Inc. 48 Rosary Lane Hyannis, MA 02601 RE: Blakely Residence - Renovation 250 South Windswept Way j Oyster. Harbors, MA I Dear Mr. Jaxtimer:. i On March 3, 2 010, 1 inspected the renovated framing. This includes the framin in the: Kitchen with steel and engineered lumber framing;. Breakfast area and dining room engineered lumber framing Living room, 1.7 foot opening with engineered lumber framing. All the work has been completed using good practice. The flush framing has beeen completed as directed. All work meets the structural requirements of The Massachusetts State Building Code, 7r" Edition. If you have any questions, please feel fee to contact me. i Sincerel , <� 1A yes R. Greg ay Q � i I r j G-�4�SD� sow '�6�-- -4�03�- 04/06/2010 06:29 5087785731 CAPE COD INSULATION PAGE 01 _NpAgribalance" Spray Foam Insulation Installed Insulation Statement Location of Insulation Thickness Total R-value Approximate Sq.Ft e Walls 31 x 4.48= �$ flo)Attic-Floor or Roof Deck(ewe one) Cathedral Ceiling x 4.45= (/JOS x 4.46= x 4.46 R-value= 4.45 per inch Tensile Strength= 3.87 psi ��11 Density= d.6-0.8 IWO Compressive Strength= 1.86 psi DEMIIEC Batch# Qo)C)8 Andek Batch# `_ (rt applicable) C-M Company Nome done Number 9 e- p p� �" � 03-al/o a+tarNtAntjl Icator Ipne ro C, Dale JOB LOCATION 1� 0 ay s � � BUILDER INFO : o N En CD P co r" t►+e t Town of Barnstable °F ��ElOPMfyl Planning &Development Department u Barnstable Historical Commission Z �i93 * BARNSTABLE, 200 Main Street,Hyannis,Massachusetts 02601 5 b S. ' (508)862-4787 Fax(508)862-4784 o e l w iOTFD •(A erin.lo.aann@town.barnstable.ma.us NOFBARN`' Commission Members Nancy Clark,Chair Nancy Shoemaker,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA Elizabeth Mumford Cheryl Powell Frances Parks August 12, 2019 Building Department Attn: Debi Barrows °' 200 Main Street Hyannis, MA 02601R� 4 tv � w ra RE: Public Records Request#2019-0214 250 Windswept Way, Osterville,Map 051,Parcel 012 Debbi, Attached please find the historic inventory form for the captioned property. While this 1929 structure was nominated for the National Register, it is not currently listed on the State or National Registers, nor is it is located in a National Register Historic District. Per Chapter 112.Historic Properties (specifically §112.3, B), of the code of the Town of Barnstable, this structure falls under the purview of the Barnstable Historical Commission. While there have been several building permits pulled for this property, we have no file as these permitted projects did not require Commission review. Should you have any questions or require additional information,please do not hesitate to contact me directly. Best regards, Erin K. Logan Administrative Assistant Planning& Development Department Barnstable Historical Commission Planning&Development Department-Elizabeth Jenkins,Director;Paul Wackrow,Senior Planner; Erin Logan,Administrative Assistant-200 Main Street,Hyannis,MA 02601 BRN.1919 05 FORM B-BUILDING Assessor's Number USGS Quad Area(s) Form Number Massachusetts Historical 51-12 Cotuit '5—W tC t Commission Massachusetts Archives Building 220 Morrissey Boulevard Boston,Massachusetts 02125 Town: BARNSTABLE �• w Place(r_eighborhood.or village)Oyster Harbors 'f71 Address: 250 Windswept Way .�� F Hi ? -+ lot list ,.o storic Name: Carneys "Inwood" Is: lot Uses: Present Summer home Ain lowrn Original: Same 1 .e�i ✓ Date of Construction: 1932 Source: Z.Crocker Hi st. Of Oyster Har— bors, p. 46; Deed 472/393 (Feb/1930) . Style/Form: Colonial Revival relation to the nearest cross streets and/or major Architect/Builder: Hamblin & Fish of Cotuit; natural features. Show all buildings between Worcester architect? inventoried building and nearest intersection or natural feature. Label streets including route Exterior Material: numbers, if any. Circle and number the inventoried building. Indicate north. A Foundation: Concrete WaU/Trim: Shingle a Roof: Shingle 7q 4 r � Outbuildings/Secondary Structures: Garage, east; 5 Retirement house to south, c. 1968, on lot 51-11 built by Carneys. 4 Co7viT ti '� ? Major Alterations(with dates): Winterized in 60s? P Fri Condition:. Close to original Moved© no ❑ yes Date Recorded by James W. Gould Acreage 3.83 Organization Cotuit Historical Setting: Heavily wooded west shore of I Society Grand Island, look' - �od�t�hwes� over Date(month/year) 12 May 1998 Cotuit bay. y.- JAN 13 1999 MASS. HiST. COMM BRN.1919 BUILDING FORM ARCHITECTURAL DESCRIPTION see continuation sheet Describe architectural features. Evaluate the characteristics of this building in terms of other buildings within the community. The Carneys' "Inwood" is a large two story Colonial Revival summer home, on a rectangular plan with gable front southwest to the bay, and to the entrance, with wide cross gable on the north end, with a white brick chimney at the peak. All gable ends present two windows on the second floor. The southwest front originally had a screened porch, now enclosed. The interior has two living rooms, one with fireplace, dining room, kitchen and service wing; six bedrooms on the second floor. The exterior is clad in cedar shingle with wavy edges, . painted gray, with gray trim, and black shutters. There is one outbuilding, a garage to the east. To the south is the house the Carneys built about 1967 as - a retirement house. HISTORICAL NARRATIVE see continuation sheet Discuss the history of the building. Explain its associations with local(or state)history. Include uses of the building, . and the role(s)the owners/occupants played within the community. The house has had only two owners. The original nine acres on the Cotuit side was bought from Grand Island developer Richard Winfield in Feb. 1930 by Joseph "Joe" P. Carney (1876-1971) , a friend of Honey Fitzgerald, Dartmouth graduate, LLB from Boston Univ. , manufacturer of wooden furniture in Gardiner Mass., vice president of the New England Furniture Manufacturers Assn._ President of Gardiner Trust Co. who evidently survived the Wall Stree ._F;Frash well enough to build this substantial house. In Aug. 1933 he was appointed Mass. Collector of Internal Revenue, serving two years. He was a supporter of Franklin Roosevelt, whose son James visited them here. He was married c.1912 to Katherine Murray (d. 1980) , daughter of Thomas Murray, of the Stone Silver Co. of Concord NH. They raised four children, 1) Elizabeth, b.c.1912, graduated from Smith 1932 and was wed here 1936 to Francis Devlin, Harvard 1933; 2) Katherine "Kitty" b.c.1913, Vassar BA 1933, who married Annapolis-grad. Commander John Thies, who served in the Pacific in WWII; 3) Ruth, b.c. 1915, Vassar -1935, who married neighbor "Bunny" Burnes, and eventually lived in the house his mother Adele Roloson had built (OH 11) ; 4) Philip, b.c. 1917, Dartmouth AB, also in USN in S. Pacific as Lt. , who married Frances Lechford of Osterville. The Carneys raced Wianno Senior #82, Cave Canum (sic) , and Star class "Dandy". Philip and Kitty carried on the family furniture business until c. 1974, after Joe had retired about 1968 to the new house they built immediately to the south.. Joe died in that house in the summer of 1971, and Katherine died there in June 1980. That house was sold to its current owner, Joseph Lotuff. "Inwood" was sold in 1975 for #210, 000 to. Alan T. and Karin G. McDonough of Wellesley, the owners in 1998. BIBLIOGRAPHY and/or REFERENCES see continuation sheet Barnstable deeds 472/393, 1401/125, 2158/44. Boston Traveller 1 Sept. 1933; Boston Globe 3 Sept. 1933. Interviews with Alan McDonough, current owner; Ruth Carney Burnes; Elizabeth Carney Devlin; Joseph Sawicki, mgr. of Carney' s Thayer Furn. Co. , Gardiner, 15 Oct. 1997. Zenas Crocker, ed., History of Oyster Harbors (1994) , p. 46. Zilpha Wright' s list of Daniel Bros. houses. i I( Recommended for fisting in the National Register of Historic Places. If checked,you must attach a completed National Register Criteria Statement form. BRN.1919 Z Sa 1ti 144r�SuJ��'� 'W=lL( h AA h y BRN.1919 Massachusetts Historical Commission Community Property Address 80 Boylston Street BARNSTABLE 250 Windswept Way, Boston,Massachusetts 02116 Oyster Harbors Area(s) FormNo. OH I 5 National Register of Historic Places Criteria Statement.Form OD Check all that apply:. ® Individually eligible ❑ Eligible DDJ1 _ in a historic district ❑ Contributing to a potential historic district 0 Potential historic district Criteria: ❑ A ❑ B 51 'C O D Criteria Considerations: . O A O B Q C ❑ D ❑ E ❑ F ❑ G Statement of Significance by James W. Gould The criteria that are checked in the above sections must be justified here. The Carneys' "Inwood" is an interesting example of Colonial Revival mansion that could be built during the Great Depression at relatively .low cost. Although the style and plan resemble other neighboring summer hones, this has its own in- dividual character, and has been maintained in almost original state by the two owners. _ 7192 • _ � o2dl�Dll� Enter your transmittal number ---10 xn)'5 01 Transmittal Number Your unique Transmittal Number can be accessed online: http://mass.gov/dep/service/online/trasmfrm.shtmi or call MassDEP's Infol-ine at 617-338-2255 or 800462-0444(from 508,781,and 978 area codes). Ll Massachusetts Department of Environmental Protection Transmittal Form for Permit Application and Payment 1. Please type or A. Permit Information print.A separate Transmittal Form BRP WW01 Water Dependent General must be completed 1.Permit Code:7 or 8 character code from permit instructions 2.Name of Permit Category for each permit Construction of a private pier accessory to two single family residences. application. 3.Type of Project or Activity 2. Make your check payable to B Applicant Information - Firm or Individual the Commonwealth of Massachusetts and mail it with a 1. Name of Firm-Or,if party needing this approval is an individual enter name below: copy of this for,to: Baker Patricia C. DEP,P.O.Box 4062,Boston,MA Blakeley Gerrald W. and Lucy U. 02211. See attached 5.Street Address 3. Three copies of this form will be 6.Cityrrown 7.State 8.Zip Code 9.Telephone# 10.Ext.# needed. Copy 1 -the 11.Contact Person 12.e-mail address(optional) original must accompany your permit application. C. Facility, Site or Individual Requiring Approval Copy 2 must Baker and Blakele accompany your _Y fee payment. 1.Name of Facility,Site Or Individual Copy 3 should be 43 Sunset Point and 250 Windswept Way retained for your 2. Street Address records Osterville MA 02655 4. Both fee-paying 3.Cityrrown 4.State 5.Zip Code 6.Telephone# 7.Ext.# and exempt applicants must 8. DEP Facility Number(if Known) 9. Federal I.D. Number(if Known) 10.BWSC Tracking#(if Known) mail a copy of this transmittal for,to: D. Application Prepared by (if different from Section B)* MassDEP A.M. Wilson Associates, Inc. P.O.Box 4062 Boston,MA 1. Name of Firm Or Individual 02211 20 Rascall�r Rabbit Road, Unit 3 2.Address *Note: Marstons Mills MA 02648 5084209792 For BWSC Permits, 3.CityfTown 4.State 5.Zip Code 6.Telephone# 7.Ext.# enter the LSP. Diane Wilson 8.Contact Person 9.LSP Number(BWSC Permits only) E. Permit - Project Coordination 1. Is this project subject to MEPA review? ❑yes x no If yes, enter the project's EOEA file number-assigned when an Environmental Notification Form is submitted to the MEPA unit: EOEA File Number F. Amount Due DEP Use Only Special Provisions: 1. ❑ Fee Exempt(city,town or municipal housing authority)(state agency if fee is$100 or less). Permit No: There are no fee exemptions for BWSC permits,regardless of applicant status. 2. ❑ Hardship Request-payment extensions according to 310 CMR 4.04(3)(c). Rec'd Date: 3. ❑Alternative Schedule Project(according to 310 CMR 4.05 and 4.10). 4. ❑Homeowner(according to 310 CMR 4.02). Reviewer. $175.00 Check Number Dollar Amount Date tr-formw•rev. 1/07 Page 1 of 1 i Owner 1 Patricia C. Baker Site: 43 Sunset Point Osterville MA 02655 Mailing address: David Hogan, Trustee c/o Patricia C. Baker 1011 Huston Booth Road Belington WV 26250 Owner 2 Gerald W. Blakeley III and Lucy U. Blakeley Site: 250 Windswept Way Osterville MA 02655 Mailing address: 179 Sandy Pond Road Lincoln MA 01773 tr-formw•rev. 1/07 Page 1 of 1 i Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X230309 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Important:When A. Application Information (Check one) filling out forms on the computer, NOTE: For Cha use only the tab pter 91 Simplified License application form and information see the Self Licensing key to move your Package for BRP WW06. cursor-do not use the return Name(Complete Application Sections) Check One Fee Application# Y WATER-DEPENDENT- General (A-H) ® Residential with <4 units $175.00 BRP WW01a ❑ Other $270.00. BRP WW01 b For assistance ❑ Extended Term $2730.00 BRP WW01c incompleting this ............--..-..-..----..-..-..----..-.._.._..-..---.............._..----.._.._.._........-..-.._.._..----.._..........................--._.._.._..-...... application,please Amendment(A-H) ❑ Residential with <4 units $85.00 BRP WW03a see the "Instructions". ❑ 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 _..-.--..----.._..--.- Partial (A-H) ❑ Residential with <4 units, $545.00 BRP WW14a ❑ Other $1635.00 BRP WW14b ❑ Extended 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 CH91App.doc-Rev.6/06 Page 1 of 13 i • Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X230309 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment B. Applicant Information Proposed Project/Use Information 1. Applicant: Baket�and;Blak"�;e ey Name E-mail Address Sege,Aftache Mailing Address Note:Please refer to the"Instructions" c r City/Town State Zip Code E ow Telephone Number Fax Number 2. Authorized Agent(if any): AN BWIIsoE Ash c ateS, fn amwilsonassoc a"mwllso s"�soclates' com Name E-mail Address S Rasca y Rabbit�Road Unit 3 Mailing Address IVIa on'"s fUlill's MA 0264�8 City/Town State Zip Code 5084209792 5084y2.09 5959 Telephone Number Fax Number C. Proposed Project/Use Information 1. Property Information (all information must be provided): Mr-;. a= Owner Name(if different from applicant) 05�1�tj�1�10anclt751 N41.6145 W70.423 Tax Assessor's Map and Parcel Numbers Latitude Longitude 43 Sunset Po n`t and 25QT-91 swept�Wa. 5-50_ville MA 02655 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: Cotuit Bay 4. Description of the water body in which the project site is located (check all that apply): Type Nature Desiqnation ❑ 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.6/06 Page 2 of 13 Applicant Information Owner 1 Patricia C. Baker Site: 43 Sunset Point Osterville MA 02655 Mailing address: David Hogan,Trustee c/o Patricia C. Baker c/o Wollett 1011 Huston Booth Road Belington WV 26250 Owner 2 Gerald W. Blakeley III and Lucy U. Blakeley Site: 250 Windswept Way Osterville MA 02655 Mailing address: 179 Sandy Pond Road Lincoln MA 01773 i Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X230309 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment C. Proposed Project/Use Information (cont.) Select use(s)from Project Type Table 5. Proposed Use/Activity description on pg.2 of the "Instructions" Construction of a private pier to be shared by and used in association with two single family residences for the facilitation of marine recreation. 6. What is the estimated total cost of proposed work(including materials & labor)? $150000 7. 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. Stephen C. & Jennifer M. 164 Chestnut Hill Rd., Chestnut Hill MA 02467 Walske Address Oyster Harbors_ Club, Inc. 1 Grand Island Rd., Oyster Harbors MA 02655 Name Address Tia D. Moir, N. Norcross& c/o Rob Moir, PO Box 381596, Cambridge MA 02238 M. Fernandez, Trs. address D. 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 (Permit plan) 2. Other State and Local Approvals/Certifications ❑ 401 Water Quality Certificate Date of Issuance ® Wetlands SE3-4824 File Number ❑ Jurisdictional Determination JD- File Number ❑ MEPA File Number ❑ EOEA Secretary Certificate Date ❑ 21 E Waste Site Cleanup RTN Number CH91App.doc•Rev.6/06 Page 3 of 13 i Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X230309 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page. All future application correspondence may be signed by the authorized agent alone. I hereby make application for a permit or license to authorize the activities I have described herein. Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts Department of Environmental Protection and the Massachusetts Coastal Zone Management Program to enter upon the premises of the project site at reasonable times for the purpose of inspection." I hereby certify that the information submitted in this application is true and accurate to the best of my knowledge." A.M. Wilson Associates, Inc. Applicant's signature Date See attached Property Owners signature(if different than applicant) Date Agent's signature(if applicable) Date CH91App.doc•Rev.6/06 Page 4 of 13 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program W225063 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page. All future application correspondence may be signed by the authorized agent alone. "I hereby make application for a permit or license to authorize the activities I have described herein. Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts Department of Environmental Protection and the Massachusetts Coastal Zone Management Program to enter upon the .premises of the project site at reasonable times for the purpose of inspection." "I hereby certify that th inform 'on submitted in this application is true and accurate to the best of my knowledge_" Appli nt's signatures Date 68 Property Owner's signature(if different than applicant) Date Agent's signature(if applicable) Date CH91App.doc-Rev.6/06 Page 4 of 13 r' A.M. Wilson Associates Inc. December 11, 2008 A-Ian McDonough -'Tie-� �-►�- �� 2 Brookfr ad Dover, MA 02030 �a� , �• e�16A,>a3 z) Re: Proposed Scope of Services Pier Design and Permitting (Our File No. 2.1627.00) In accordance with your request, A. M. Wilson Associates, Inc. is pleased to provide the following Scope of Services for design and permitting for a pier to be used jointly by 43 Sunset Point and 250 Windswept Way, Oyster Harbors. Tasks we believe required for your project are listed below. 1.0 Survey 1.1 Wetlands Identification—A wetlands specialist will visit the site to identify the limits of vegetated wetlands based on requirements of MGL Ch. 131 sec. 40 and the Town of Barnstable Wetlands Ordinance. A field report, photographs, and observed species list will be prepared for use in later permitting. 1.2 Field—A field crew will visit the site to obtain bathymetric information across the shore frontage to the channel or out f200' from MLW, whichever is closer to shore. Abutters' piers and nearby moorings will be located. Data will be sufficient to conform to the survey requirements of the Barnstable Pier Regulations. 1.3 Base Plan—Utilizing data obtained from Tasks 1.T and 1.2, a base sheet for pier design tied to MLW datum will be produced. 2.0 Shellfish Inventory—The bottom in the area of the proposed pier will be sampled for: bottom type; prevalence of marine grasses; and shellfish by species and size. Sample plot layout will conform to Conservation Commission requirements that at least 0.5% of the site's shorefront be sampled. A`report will be prepared for use in later permitting. 20 Rascally Rabbit Road 1 Unit 3 Marstons Mills, MA 02648 508 420-9792 FAX 508 420-9795 r 3.0 Engineering Design—Utilizing the base sheet, shellfish inventory and Town pier requirements., a pier plan showing the site layout, sections and profiles will be prepared for use in later permitting. 4.0 Permitting 4.1 Wetlands—In.accordance with the requirements of MGL Ch. 131, Sec. 40 and the Barnstable Town Ordinances, and utilizing plans and support materials outlined above, a Notice of Intent will be prepared and filed with the Barnstable Conservation Commission. Appropriate project personnel will attend the public hearing on the project and offer testimony on your behalf. It is assumed that attendance at 2 hearing sessions will be required for the project. Staff will also attend as necessary the meetings of the Town Waterways Committee and the Town Shellfish Committee at which the projects will be discussed. Up to 8 hours of staff time is included for meetings under this task. 4.2 Chapter 91 Licensing—Plans will be reformatted to meet requirements of the Waterways Division. Utilizing these reformatted plans, application forms including Municipal Clerk's Certification and Planning Board Certification will be completed. A CZM Consistency Certification and Mass. Historic Commission Project Notification Form will also be prepared. This documentation, together with project plans, will be filed with appropriate agencies as required. Up to 4 hours of time are included for negotiations with agency personnel. Legal advertising and agency/abutter notifications will be placed when required. 4.3 USACE - A Category I confirmation or Category II permit application will be filed with the Corps. Up to 4 hours are included for negotiations with agency personnel. 6 2 Authorization We have commenced bathymetric survey based on your verbal authorization expedited services. on and request for We are able to schedule the remainder of work outlined a Of this proposal and a retainer in the amount of Bove upon receipt of a signed copy venture payments. � The retainer will be used for joint We look forward to being of assistance to you with this project. If ou hav please do not hesitate to call our office. Y e any questions, Yours, A. M. WILSON ASSOCIATES, INC. Arlene M. Wilson, PWS Principal Environmental Planner AUTHORIZLD AND APPROV]EI) (Our File No. 2.1627.00) (Client signature) (Client name- lease print) Title) (Billing address) (Date) (Bank Reference) (Client telephone) 9 (Telephone) (Client fax number) 5 i Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X230309 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment F. Waterways Dredging Addendum 1. Provide description of the dredging project ❑ maintenance Dredging (include last dredge date & pe/no.) mprovement Dredging Purpose of Dredging \ 2. What is the volume(ct1 is yards) of material to be dr dged? 3. What method will be used to d dge? ❑ Hydraulic ❑ echa ical ❑ Other 4. Describe disposal method and provide isposal location (include separate disposal site location map) 5. Provide copy of grain siz/anlysis. If grain size is ompatible for beach nourishment purposes, the Department recommend dredged material a used as beach nourishment for public beaches. Note: In the evh nourishment is proposed for private property, pursuant to 310 CMR 9.40(4)(a)1, puge/access easements below the existing high water mark shall be secured by applicant and submitted to the Department. \ 1 CH91App.doc•Rev.6/06 Page 5 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways.Regulation Program X230369 Chapter 91 Waterways License Application CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Patricia C. Baker& Gerrald_W. and Lucy U. Blakeley Name of Applicant 43 Sunset'Point and 250 Windswept Cotuit Bay Osterville WayProject waterway city/Town Description of use or change in use: Construction and maintenance of a private pier to be shared by and accessory to two single family residences. 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." (2 �O/� inted Name of Municipal Official Dat ignature of Municipal Officia it CdylTown CH91App.doc•Rev.6/06 Page 6 of 13 i Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X230309 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment H. Municipal Planning Board Notification Notice to Patricia C. Baker& Gerrald W. and Lucy U. Blakeley Applicant: Name of Applicant Section H should 43 Sunset Point and 250 Windswept Way Cotuit Bay Osterville be completed and Project street address Waterway City/Town submitted along with the original Description of use or change in use: application material. Construction and maintenance of a private pier to be shared by and accessory to two single family residences. 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 have been submitted by the applicant to the municipal planning board." Printed Name of Municipal Official Date Signature of Municipal Official Title Cityrrown Note: Any comments, including but not limited to written comments, by the general public, applicant, municipality, and/or an interested party submitted after the close of the public comment period pertaining to this Application shall not be considered, and shall not constitute a basis for standing in any further appeal pursuant to 310 CMR 9.13(4) and/or 310 CMR 9.17. CH91App.doc-Rev.6/06 Page 7 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X230309 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist General View ❑ PE or RLS, as deemed appropriate by the Department, stamped and signed, in ink, each sheet within 8 1/2 inch by 11 inch border ❑ Format and dimensions conform to"Sample Plan" (attached) ❑ Minimum letter size is 1/8 of an inch if freehand lettering, 1/10 of an inch if letter guides are used ❑ Sheet number with total number in set on each sheet ❑ Title sheet contains the following in lower left: Plans accompanying Petition of[Applicant's name, structures and/or fill or change in use, waterway and municipality] ❑ North arrow ❑ Scale is suitable to clearly show proposed structures and enough of shoreline, existing structures and roadways to define its exact location ❑ Scale is stated &shown by graphic bar scale on each sheet ❑ Initial plans may be printed on bond; final plans due before License issuance must be on 3mil Mylar. Structures and Fill ❑ All Structures and Fill shown in full BLACK lines, clearly labeling which portions are existing, which are Proposed and indicating Existing Waterways Licenses ❑ Cross Section Views show MHW*and MLW*and structure finish elevations ❑ Dredge or Fill, actual cubic yardage must be stated and typical cross sections shown ❑ All Structures and Fill shown in full BLACK lines, clearly labeling which portions are existing, which are Proposed and indicating Existing Waterways Licenses ❑ Cross Section Views show MHW*and MLW*and structure finish elevations ❑ Dredge or Fill, actual cubic yardage must be stated and typical cross sections shown ❑ Actual dimensions of structures(s) and or fill and the distance which they extend beyond MHW*or OHW* ❑ Change in Use of any structures on site must be stated *See 310 CMR 9.02, Waterways Regulations definitions of High Water Mark, Historic High Water Mark, Historic Low Water Mark, and Low Water Mark. Note: DEP may, at its discretion, accept appropriately scaled preliminary plans in lieu of the plans described above. In general, DEP will accept preliminary plans only for non-water dependent projects and projects covered by MEPA to address site design components such as visual access, landscaping & site coverage. Anyone wishing to submit preliminary plans must obtain prior approval of the DEP Waterways Program before submitting them with their application. CHMpp.doc•Rev.6/06 Page 8 of 13 I Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X230309 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist (cont.) Boundaries ❑ Property lines, full black lines, , along with abutters' names and addresses ❑ Mean High Water(MHW)*or Ordinary High Water(OHW)*, full black line ❑ Mean Low Water(MLW)*, black dotted line, (.............) ❑ Historic MHW*or OHW*(----) ❑ Historic MLW*(..._... _..._) ❑ State Harbor Lines, black dot-dash line (—. —. —. —)with indication of Chapter&Act establishing them (Ch. , Acts of) ❑ Reference datum is National Geodetic Vertical Datum (NGVD)or(NAVD). ❑ Floodplain Boundaries according to most recent FEMA maps ❑ Proposed & Existing Easements described in metes& bounds Water-Dependent Structures ❑ Distance from adjacent piers, ramps or floats(minimum distance of 25'from property line, where feasible) ❑ Distance from nearest opposite shoreline ❑ Distance from outside edge of any Navigable Channel ❑ Access stairs at MHW for lateral public passage, or 5 feet of clearance under structure at MHW. Non Water-Dependent Structures ❑ Depict extent of"Water-dependent Use Zone". See Waterways Regulations at 310 CMR 9.51-9.53 for additional standards for non water-dependent use projects. Note: Final Mylar project site plans will be required upon notice from the Department, prior to issuance of the Chapter 91 Waterways License. CH91App.doc•Rev.6/06 Page 9 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X230309 Chapter 91 Waterways License Application -310 CnnR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist Cont. w Reg istry Stadement CD 31P2 inche 5 inche Locus Map 3 First Sheet 0 my aD 1 „ �-21/4 inche U Sample Plan U 81/2 inches P.E. or RIS stamp ----3 3/4 inches Plan Accompany ing Petition of... D EP Stamp First Sheet only 3/4 " Border CH91App.doc•Rev.6/06 Page 10 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X230309 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix B: Dredging Permit Plan Checklist For projects applying for dredging permits only, enclose drawings with the General Waterways Application that include the following information: General View ❑ Submit one original of all drawings. Submit the fewest number of sheets necessary to adequately illustrate the project on 8-1/2 inch X 11 inch paper. ❑ A 1-inch margin should be left at the top edge of each drawing for purposes of reproduction and binding. A 1/2 inch margin is required in the three other edges. ❑ A complete title block on each drawing submitted should identify the project and contain: the name of the waterway; name of the applicant; number of the sheet and total number of sheets in the set; and the date the drawing was prepared. ❑ Use only dot shading, hatching, and dashed or dotted line to show or indicate particular features of the site on the drawings. ❑ If deemed appropriate by the Department, certification by the Registered Professional Engineer or Land Surveyor is included. Plan View ❑ North Arrow ❑ Locus Map ❑ Standard engineering scale. ❑ Distances from channel lines and structures if appropriate. ❑ Mean high water and mean low water shorelines (see definitions of"High Water Mark"and "Low Water Mark" at 310 CMR 9.02, C. 91 Regulations). ❑ Dimensions of area proposed to be dredged or excavated. ❑ Notation or indication of disposal site. ❑ Volume of proposed dredging or excavation. ❑ Ordinary high water, proposed drawdown level, and natural (historic) high water(for projects lowering waters of Great Ponds). Section Views ❑ Existing bottom and bank profiles. ❑ Vertical and/or horizontal scales. ❑ Proposed and existing depths relative to an indicated datum. ❑ Elevation and details of control structure(for projects lowering waters of Great Ponds). CHMpp.doc•Rev.6/06 Pagel 1 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X230309 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix C: Application Completeness Checklist Please answer all questions in the General Waterways Application form. If a question does not apply to your project write"not applicable" (n/a) in that block. Please print or type all information provided on the form. Use black ink (blue ink or pencil are not easily reproducible, therefore, neither will be accepted). If additional space is needed, attach extra 8-1/2"x 11"sheets of paper. ❑ Proper Public Purpose: For nonwater-dependent projects, a statement must be included that explains how the project serves a proper public purpose that provides greater benefit than detriment to public rights in tidelands or great ponds and the manner in which the project meets the applicable standards. If the project is a nonwater-dependent project located in the coastal zone, the statement should explain how the project complies with the standard governing consistency of the policies of the Massachusetts Coastal Zone Management Program, according to 310 CMR 9.54. If the project is located in an area covered by a Municipal Harbor Plan,the statement should describe how the project conforms to any applicable provisions of such plan pursuant to 310 CMR 9.34(2). ❑ Plans: Prepared in accordance with the applicable instructions contained in Appendix A-B of this application. For initial filing, meet the requirements of 310 CMR 9.11(2)(b)(3). ❑ Applicant Certification:All applications must be signed by"the landowner if other than the applicant. In lieu of the landowner's signature, the applicant may provide other evidence of legal authority to submit an application for the project site." If the project is entirely on land owned by the Commonwealth(e.g. most areas below the current low water mark in tidelands and below the historic high water mark of Great Ponds), you may simply state this in lieu of the"landowner's signature". ❑ Municipal Zoning Certification: If required, applicants must submit a completed and signed Section E of this application by the municipal clerk or appropriate municipal official or, for the initial filing, an explanation of why the form is not included with the initial application. If the project is a public service project subject to zoning but will not require any municipal approvals, submit a certification to that effect pursuant to 310 CMR 9.34(1). ❑ Municipal Planning Board Notification: Applicants must submit a copy of this application to the municipal planning board for the municipality where the project is located. Submittal of the complete application to DEP must include Section H signed by the municipal clerk, or appropriate municipal official for the town where the work is to be performed, except in the case of a proposed bridge, dam, or similar structure across a river, cove, or inlet, in which case it must be certified by every municipality into which the tidewater of said river, cove, or inlet extends. ❑ Final Order of Conditions: A copy of one of the following three documents is required with the filing of a General Waterways Application: (1)the Final Order of Conditions (with accompanying plan) under the Wetlands Protection Act; (2) a final Determination of Applicability under that Act stating that an Order of Conditions is not required for the project; or(3) the Notice of Intent for the initial filing (if the project does not trigger review under MEPA. ❑ Massachusetts Environmental Protection Act(MEPA): MGL 30, subsections 61-61A and 301 CMR 11.00, submit as appropriate: a copy of the Environmental Notification Form (ENF) and a Certificate of the Secretary of Environmental Affairs thereon, or a copy of the final Environmental Impact Report(EIR) and Certificate of the Secretary stating that it adequately and properly complies with MEPA; and any subsequent Notice of Project change and any determination issued thereon in accordance with MEPA. For the initial filing, only a copy of the ENF and the Certificate of the Secretary thereon must be submitted. Note: If the project is subject to MEPA,the Chapter 91 Public Notice must also be submitted to MEPA for publication in the"Environmental Monitor". MEPA filing deadlines are the 15`"and 30'h of each month. CH91App.doc•Rev.6/06 Page 12 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X230309 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix C: Application Completeness Checklist (cont.) ❑ Water Quality Certificate: if applicable, pursuant to 310 CMR 9.33, is included. ❑ Other Approvals: as applicable pursuant to 310 CMR 9.33 or, for the initial filing, a list of such approvals which must be obtained. Projects involving dredging: ❑ The term "dredging" means the removal of materials including, but not limited to, rocks, bottom sediments, debris, sand, refuse, plant or animal matter, in any excavating, clearing, deepening, widening or lengthening, either permanently or temporarily, of any flowed tidelands, rivers, streams, ponds or other waters of the Commonwealth. Dredging includes improvement dredging, maintenance dredging, excavating and backfilling or other dredging and subsequent refilling. Included is a completed and signed copy of Part F of the application. Filing your Completed General Waterways Application: ❑ For all Water-Dependent applications—submit a completed General Waterways Application and all required documentation with a photocopy of both payment check and DEP's Transmittal Form for Permit Application & Payment to the appropriate DEP regional office (please refer to Pg. 10 of the "Instructions"for the addresses of DEP Regional Offices). A ❑ For all Non Water-Dependent applications—submit a completed General Waterways Application and all required documentation with a photocopy of both payment check and DEP's Transmittal Form for Permit Application &Payment to DEP's Boston office. Department of Environmental Protection Waterways Regulation Program One Winter Street Boston, MA 02108 ❑ Application Fee Payment for ALL Waterways Applications: Send the appropriate Application fee' (please refer to Page 1 of the "Application"), in the form of a check or money order, along with DEP's Transmittal Form for Permit Application &Payment. Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 Under extreme circumstances, DEP grants extended time periods for payment of license and permit application fees. If you qualify, check the box entitles"Hardship Request" on the Transmittal Form for Permit Application & Payment. See 310 CMR 4.04(3)(c) to identify procedures for making a hardship request. Send hardship request and supporting documentation to the above address. NOTE: You may be subject to a double application fee if your application for Chapter 91 authorization results from an enforcement action by the Department or another agency of the Commonwealth or its subdivisions, or if your application seeks authorization for an existing unauthorized structure or use. CHMpp.doc•Rev.6/06 Page 13 of 13 Mk P92 015$37 r 03-31-2010 a 03232P Massachusetts Department of Environmental Protection MassDEP File Number Bureau of Resource Protection - Wetlands WPA Form 5 -- Order of Conditions SE3- 4824 Massachusetts Wetlands Protection Act M.G.L. c. 131, §4 � 10 Cal � Q and § 237-1 to § 237-14 Town of Barnstable Code U A. General Information Important: Barnstable When filling 1•From: Conservation Commission out forms on the computer, 2.This issuance is for(check one): a. ❑ Order of Conditions b. ® Amended Order of Conditions use only the tab key to 3. To: Applicant: move your cursor-do not Gerald Blakeley use the return Patricia Baker key, '� a.First Name b.Last Name t�►I„p I I c.Organization "°ICI (See attached) d.Mailing Address ._ r..� e.City/Town f.State g.Zlp Code 4_ Property Owner(if different from applicant): (See attached) a. First Name b.Last Name pIP� c.Organization. d.Mailing Address ea�ea r�ot� e.City/Town f.State 9.Zip Code 5. Project Location: 250 Windswept Way&43 Sunset Point Osterville a.Street Address b.Village 051 012 (Blakeley): 011 (Baker) c.Assessors Map Number d.Assessors Parcel Number Latitude and Longitude, if known: e.Latitude f.Longitude 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): U„ Barnstable a.County b.Certificate Number(if registered land)/Plan/Lot# Book 24025 (Blakeley); Book 11639 Baker Page 67(Blake le Page 60�Baker c.Book d.Page TM' MAR 3 1 2010 February 25, 2010 __ _March_16,2_0_1_0 Q 7. Dates: a.Date Notice of Intent Filed b.Date Public Hearing Closed___ c.Date of Issuance a. Final Approved.Plans and Other Documents (attach additional plan or document references as needed): Revised Site Plan a.Plan Title A. M.Wilson Associates, Inc. Robert A. Drake, P. E. Ob.Prepared By c.Signed and Stamped by February 23,2010 1"=20' d.Final Revision Date e.Scale f.Additional Plan or Document Title _T� a��� g.Date wparorm5.doc• rev.2/27/08 Sarnstabta raviued dN 1/2008 Page 1 of 10 "��• 1-.7. I T f]Tf?7_TI"`_111..11.I F PROPERTY OWNERS OWNER 1 Glerald W. Blakeley and Lucy U. Blakeley Site: 250 Windswept Way Oyster Harbors Osterville, MA Assessor's Map 51 Lot 12 Recorded at Barnstable Registry of Deeds: Book 24025 Page 67 Mailing Address: Gerald Blakeley 179 Sandy Pond Road Lincoln, MA 01773 OWNER 2 Sunset Point Realty Trust David Hogan, Trustee Assessor's Map 51 Lot 11 Site: 43 Sunset Point Oyster Harbors Osterville,MA Recorded at Barnstable Registry of Deeds: Book 11639 Page 060 Mailing Address: David Hogan, Trustee c/o Baker, Patricia C—c/o Wollett 1011 Huston Booth Road Belington, WV 26250 • �� 1 T 1']T ]7 TI Mul 1 t . Massachusetts Department of Environmental Protection MassDEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 -- Order of Conditions SE3- 4824Y___ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code B. Findings 1. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: a. ❑ Public Water Supply b, ® Land Containing Shellfish c. ® Prevention of Pollution d. ❑ Private Water Supply e. ® Fisheries f. ® Protection of Wildlife Habitat g. ❑ Groundwater Supply h. ® Storm Damage Prevention i. ® Flood Control 2. This Commission hereby finds the project,as proposed,is:(check one of the following boxes) Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: b, ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations.Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site,the work, or the effect of the work on the interests identified in the Wetlands Protection Act.Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific Information which Is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) I ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and wetland boundary(if available) a.linear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement a. ❑ Bank. --- r .,- a,linear feet b.linear feet c.linear feat d.linear feet s. ❑ Bordering Vegetated _ _ _ Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑ Land Under Waterbodies a.square feet b.square feet c.square feet d.square feet and Waterways _ e,Gy dredged f.cty dredged wpaform5.doo- raw.2127109 eamstable revised d/11/2008 Pago 2 of 10 I LlMassachusetts Department of Environmental Protection MassDEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions SE3- 4824 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 7. ❑ Bordering Land Subject to Flooding a.square feet b.square feet c,square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cuble feet g.cubic feet - h.cubic feet a. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic Beet f,cubic feet g. ❑ 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 Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) 10- ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 11. ® Land Under the Ocean -334__ _ a.square feet b.square feet e,c/y dredged d.c/y dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ® Coastal Beaches 15 (6 piles) _• _ a,square feet b.square feet c.c/y nourishmt. d.cly nourishmt. 14. ❑ Coastal Dunes a,square feet b.square feet c.cly nourishmt d,c/y nourishmt. 15. ® Coastal Banks 4'W; 28; L _ a.Ilnear feet b.linear feet 16. ❑ Rocky Intertidal Shores a,square feet b.square feet 17. ® Salt Marshes -48(shaded) _ a.square feet b.square feet c.square feet d.square feet 18. ❑ Land Under Salt Ponds a.square feat-- b.square feet c-c/y dredged d.dy dredged 19. ❑ Land Containing -• Shellfish a.square feet b.square feet c.square feet d,square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean,and/or inland Land Under Waterbodies and Waterways, above a.c/y dredged b.cly dredged 21. ® Land Subject to Coastal —1960 Storm Flowage a.square feet b,square feet wpaform5.doe• rev.2127/08 Barnstable revised 4/11R008 Page 3 of 10 i Massachusetts Department of Environmental Protection MassDEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 -- Order of Conditions SE3. 4824 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act (only applicable to approved projects) 1. 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. 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. 7. 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. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to this 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. 9. 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, "MassDEP"] "File Number SE3-4824 wpaform5.doc• rov.2127/08 f3smatable revised 4/1112008 Pape 4 of 10 Massachusetts Department of Environmental Protection MassDEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions SE3- 4824 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 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. 14. 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. 15. 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. 16. 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. 17. 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. 18. The work associated with this Order Is(1)❑ is not(2)[] subject to the Massachusetts Stormwater Policy Standards. If the work Is subject to the Stormwater Policy, the following conditions apply to this work and are incorporated into this Order: a) No work, including site preparation, land disturbance, construction and redevelopment, shall commence unless and until the construction period pollution prevention and erosion and sedimentation control plan required by Stormwater Standard 8 is approved in writing by the issuing authority. Until the site is fully stabilized, construction period erosion, sedimentation and pollution control measures and best management practices (BMPs)shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan, and if. applicable, the Stormwater Pollution Plan required by the National Discharge Elimination System Construction General Permit. Wpafon&doc• rev.2/27/08 Barn:0ablo revised aH 1/2009 Page 5 of to i Massachusetts Department of Environmental Protection MassDEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 -- Order of Conditions SE3- 4824 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) b) No stormwater runoff may be discharged to the post-construction stormwater BMPs until written approval is received from the issuing authority. To request written approval, the following must be submitted: illicit discharge compliance statement required by Stormwater Standard 10 and as-built plans signed and stamped by a registered professional engineer certifying the site is fully stabilized; all construction period stormwater BMPs and any illicit discharges to the stormwater management system have been removed; and all post-construction stormwater BMPs were installed in accordance with the plans(including all planting plans)approved by the issuing authority, and have been inspected to ensure they are not damaged and will function properly. c) Prior to requesting a Certificate of Compliance, the responsible party(defined in General Condition 18(e)) shall submit to the issuing authority an Operation and Maintenance (O & M) Compliance Statement for the Stormwater BMPs.This Statement shall identify the responsible party for implementing the Operation and Maintenance Plan and also state that: 1. "Future responsible parties shall be notified in writing of their continuing legal responsibility to operate and maintain the stormwater management BMPs and implement the Pollution Prevention Plan; and 2. The Operation and Maintenance Plan for the stormwater BMPs is complete and will be implemented upon receipt of the Certificate." 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 Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility,the issuing authority shall presume that the responsible party for maintaining each BMP is the landowner of the property on which the BMP is located. To overcome this presumption, the landowner of the property must submit to the issuing authority a legally binding agreement acceptable to the issuing authority evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f)through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f)through 18(k)with respect to that BMP shall be a violation of the Order of Conditions or,Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot, the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. 0 The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans, the Operation and Maintenance Plan section of the approved Stormwater Report, and the Massachusetts Stormwater Handbook. g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three years including inspections, repairs, replacement and disposal (for disposal the log shall indicate the type of material and the disposal location); 2. Make this log available to MassDEP and the Conservation Commission upon request; and 3. Allow members and agents of the MassDEP and the Conservation Commission to enter and inspect the premises to evaluate and ensure that the responsible party complies with the Operation and Maintenance requirements for each BMP set forth in the Operations and Maintenance Plan approved by the issuing authority. h) All sediments or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal, state, and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. wpaform6.doc- ray.2/27/06 8emslable revised 4/112008 Page 6 of 10 i Massachusetts Department of Environmental Protection MassDEP File Number: Bureau of Resource Protection -Wetlands WPA Form 5 -- Order of Conditions SE3- 4824 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) j) The stormwater management system approved in the Final Order of Conditions shall not be changed without the prior written approval of the issuing authority. Areas designated as qualifying pervious areas for purpose of the Low Impact Site Design Credit shall not be altered without the prior written approval of the issuing authority. 'k) Access for maintenance of stormwater BMPs shall not be obstructed or blocked. Any fencing constructed around stormwater BMPs shall include access gates. Fence(s)shall be at least six inches above grade to allow for wildlife passage. Special Conditions (if you need more space for additional conditions, please attach a text document): D. Findings Under.Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? M Yes ❑ No 2. The Barnstable hereby finds(check one that applies): Conservation Commission a. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: 237-1 to 237-14 Town of Barnstable Code _..-�M, ,__. .._.�__ _ __._ 1.Municipal Ordinance or Bylaw 2.Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. b. ®' that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: $237-1 to$ 237-14 Town of Barnstable Code 1.Municipal Ordinance or Bylaw 2.Citation 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows (if you need more space for additional conditions, attach a text document): See pp. 7.1, 7.2, and 7.3 ��----- wpaforms.doc- rev.227/08 Barnstable revised 4l112008 Psge 7 of'10 i SE3-4824 (Amended) Name: Gerald Blakely&Patricia Baker Approved Plan=February 23,2010 Revised Site Plan by Robert Drake, P.E. Finding: The waiver requests for additional pier length and float area are granted, due to the shared nature of the pier Special Conditions of Approval L Preface Caution: Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop woric order,fines,requirement to remove unpermitted structures, requirement to re-landscape to original condition,inability to obtain a certificate of compliance, and more. The General Conditions of this Order begin on page 4 and continue on pages 5 through 7. The Special Conditions are contained on pages 7.1,7.2 and 7.3 if necessary. All conditions require your compliance. II. Prior to the start of work,the following conditions shall be satisfied: l. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition number 8 (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 contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved.revisions thereoo.to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned_to the Commission prior to the start of work. 3. General Condition 9 on page 4(sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice one(1)week in advance of the start of work. 5. The 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 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 measures for shellfish protection shall ensue at the expense of the applicant. I 6. The applicant shall obtain a building permit for the proposed pier from the Town Building Commissioner. Page 7.1 I I 7. A permanent restriction(in a form approved by the Town Attorney)limiting the two subject properties to a single pier shall be recorded against each property at the Registry of Deeds. III. The following additional conditions shall govern the project once work begins: 8. General conditions No. 12 and No. 13(changes in plan)on page 5 shall be complied with. 9. 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. 10. Unless extended,this.permit is valid for three years from the date of issuance until September 8,2012. 11. Salt marsh shall not be disturbed. 12. CCA-treated piling and structural timber(greater than 3 inches thick)are allowed. Otherwise,no CCA- treated or creosote-treated materials shall be used. 13. The proposed stairs shall be constructed a minimum of one foot above grade without solid risers. 14. Deck plank spacing for the pier shall be at least three-quarters(3/4)of an inch. For the existing sea-side deck at the Baker property,the decking shall be grated,allowing at least 65%light penetration. 15, Work shall occur during the off-season only: October 15 through May 1. 16_ No dredging(including but not limited to effects of propeller wash)is permitted herein.Deepening the berth by propeller scouring is strictly prohibited under this Order. 17. The seasonal storage of floats shall be at a suitable upland site. Floats shall not be stored on banks, beaches,marshes or dunes. 18. Permanent piling shall be driven into place. Some initial pilot hole jetting is allowed. The following special conditions in italicQ 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 iloat(s), ell,tee,ramp,outhaul piling,etc. 19, Boats approved for "inside"berthing at the approved pier include a Dauntless 230(at south float)and a Dorado 222(at north float), both with 250 hp outboard drive.In addition, two non-motorized Manno Senior sailboats may occupy the "outside"berths. Any proposed changes or upgrades must first be approved by the Conservation Commission. 20. Boats shall only be berthed at the floats. 21. No boat shall be used or berthed at the approved.pier such that at any time less than 12 inches of water Page 7.2 I resider between the bottom of the boat or the propeller in the fall.downward position, whichever is lower, and the top of the substrate. 22. A small sign shall be displayed at the end of the pier. It shall read Sf?3-4824; 43 Sunset Pt. &250 Windswept Way. Limitations: • Props 12"above bottom, all times • Dauntless 230;250 hp drive;so. slip • Dorado 222; 250 hp;north slip • 2 Wiauno Seniors(on outside slips) 23. Any desired pier lighting shall receive prior approval of the Conservation Commission. 24, Lead piling caps shall not be used. 25. Work on the pier shall ensue mid-tide rising to mid-tide falling or as otherwise necessary to provide a minimum 12"clearance for the work barge above the substrate. 26. Two of the four mooring permits held by the applicant shall be relinquished once the approved pier is constructed. The two remaining moorings shall serve as storm moorings for the Wianno Seniors. 27_ Proposed mitigation planting shall be completed,Advance consultation with the Conservation Agent required. 28. The existing shore-side deck on the Baker property shall be fitted with grated decking, allowing min.of 65%light penetration. 29. Advance consultation with the Conservation Agent also required on the pier handrails. IV. After all work is completed,the following condition shall be promptly met: 30, 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 shall be eomyleted 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 person certifying substantial compliance with the plans and setting forth what deviation,if any, exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance. Page 7.3 L11Massachusetts Department of Environmental Protection MassDEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 -- Order of Conditions SF-3- 4824 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code E. Issuance This Order is valid for three years, unless otherwise specified as a special MAR 3 1 2010 condition pursuant to General Conditions#4,from the date of issuance. 1.Date of Nuance Please indicate the number of members who will sign this form: This Order must be signed by a majority of the Conservation Commission. 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 �pplicant: Signat as: �-- — AAJ Notary Acknowledgement Commonwealth of Massachusetts County of Barnstable ` On this Day __ _.w.of Month Year Before me, the undersigned Notary Public, personally appeared Name of Document Signer proved to me through satisfactory evidence of identification,which was/were ���cvt�C cTl �►c•�.od 10.,.rc..R _ _ Description of evidence of i ntification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. As member of Barnstablecityrrown --` Conservation Commission ROBERT W. GATEVVOOD NOTARY PUBLIC COMMONV6LDi OF MASSACHUSETTS WCOMMISSION EXPIRES 03-04-2016 Signature of Notary Public Printed Name of Notary Public Place notary seal and/or any stamp above My Commission Expires(Dots) -W This Order is issued to the applicant as follows: by hand deli ery on ❑ by certified mail, return receipt requested,on ate Name �S gft- wps(ormS.docDate• ray.2127/00 Bamatabre reused 0r1112008 Psgs 8 or 10 Massachusetts Department of Environmental Protection MassDEP File Number: Bureau of Resource Protection - Wetlands L11 WPA Form 5 -- Order of Conditions SE3- 4824 _ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code 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 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 notthe 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 Determination, or providing written information to the Department prior to issuance of a Superseding Order or Determination. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L. c. 131, §40), and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. Section G, Recording Information Is available on the following page. wpstorm5.doc• rov,2/27100 eamstaule revised 4111/2068 Page 9 o110 When Recorded RQturn to: G-13—16 -2°-11 Ca a I I m 4 3 ct William S. Abbott, Esq. SO Congress St., Ste. #925 ' Boston, MA 02109 - ao LAC l:- RESTRICTION . WHEREAS, GERALDV..BL'A LEY III and LUCY U. BLAKELEY, having an address of 179 Sandy Pond Road,•Lincolrf; Massachusetts 01773 ("the Blakeleys") are the owners of that certain property known and numbered as 250 Windswept Way South, Osterville (Oyster Harbors) Barnstable, MA, as described in a deed to the Blakeleys recorded with the Barnstable County Registry of Deeds in Book 24025, Page 67; and WHEREAS, PATRICIA BAKER, AS TRUSTEE OF SUNSET POINT REALTY TRUST, having an address of 30 Channel Cay, Ocean Reef Club,N. Key Largo, Florida 33037sz ("Baker") is the owner of that certain property known and numbered as 43 Sunset Point Road, ' Cd a Osterville (Oyster Harbors)Barnstable, MA, as described in a deed to Baker recorded with the aCd Barnstable County Registry of Deeds in Book 11639, Page 60; v` N " ,o `q o WHEREAS, the parties intend to construct jointly a permanent pier, including associates §R V,4 stairs, ramps and floats (the "Pier"), as depicted on that certain plan captioned "250 Windswept o� a Way and 43 Sunset Point Oyster Harbors MA Wetlands Permit Plan Shared Pier", attached 0 w hereto as Exhibit A (the"Easement Plan"); and U) -W a WHEREAS, each party intends to give and to receive to the other certain permanent easements in order to permit themselves and the other party to access and use the Pier for its o intended purpose and to perform repairs and maintenance on same from time to time;and WHEREAS, the Barnstable Conservation Commission in its Order of Condition in File co SE3-4824 (the "Order of Conditions") requires the parties to record a permanent restriction b limiting their two (2) above-referenced properties (the `Blakeley and Baker Properties") to a single pier for such time as the pier authorized by the Order of Conditions shall exist; NOW THEREFORE, in consideration of the mutual promises covenants set forth herein wand other good and valuable consideration the parties hereto have agreed and do agree as follows: A 1. The Blakeleys and Baker hereby agree that, for such time as the pier authorized by the Order of Conditions shall exist, they shall not construct an additional pier on the Blakeley and Baker Properties. Q 2. This restriction shall run with the land and be binding'upon all successors in title. It shall be enforceable by the Town of Barnstable and shall have legal significance pursuant to G. L. c. 184, § 26. IN WITNESS WHEREOF, this Restriction has been duly executed, sealed, and delivered the day and year above first written. I •/Gerald' W. Blakeley III Lucy U. Blakeley Patricia Baker, as Trustee of Sunset Point Realty Trust COMMONWEALTH OF MASSACHUSETTS ss. M1 U On Mr1vlA,J ,2009,before me,personally appeared GERALD W. BLAKELEY personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to me that his execution of the foregoing instrument is his free act and deed. WITNESS my h andand official seal.Signature My Commission Expires: SUSAN M. ROGERS Notary Public Uf C7�iYlMONWEALTH QF MASSACHO;M8 COMMONWEALTH OF MASSACHUSETTS 'C0R1"� °n I February 7,2014 /n tWLF XEX , ss. 201O On MG/1& 5 ,m96lbefore me,personally appeared LUCY U. BLAKELEY personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to me that her execution of the foregoing instrument is her free act and deed. WITNESS my hand and official seal. Signature bt4ut— My Commission Expires: SUSAN M. ROGERS Notary Public [Ulf COMMONWEALTH OF MA68i1CHQ8ETT8 My Commission Expires February 7.2014 f STATE OF FLORIDA On %A01 , 2010, before me, personally appeared PATRICIA BAKER personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to me that her execution of the foregoing instrument is her free act and deed as Trustee. WITNESS my hand and official seal. Signature My Commission Expires: Ak ZENMDA HERMDEZ $40 Notary Pu01k,State of Florida Commmbn#DD5W910 My comm.9)#es August 21.2010 I� t— cm mac . r,r w••u.mrsa;:.r, - O' ReHdcns . .v...v.• �•�OOp mt V—e�e�ay .r p.ac• • �' VMAO:PIER Of9CH Aa kr.,na., •..i�A.o. !Rw m owlear-v / �` Ra M.c.Ml � V ROlS a+� _w oa_. wan e/=elbx sear CRAM m ka..ac o o•e.s.avw TIPICAL a FLOAT ,u Top oErAL TYRCAL FD®PER'SECTKW / �4 / NOTES: P opQ ryy /• C,L�•906'AR6 M rLLT uC 1j1,1r6 tert o4 MNi Rom« Z0 as AM=a w59 CrAWRES M"C7 aun.ra 2M F / IWAAN s Atuav m 0!ID eDLLT r/SS A1�Je ey 9CCD- v a 2m WINDSVI/EP7` , ,a �� y. WA Y a . '� CDT aIADM . '`,.I 3 and 43 le`, SUNSET `� '• �y`` i , ansaa srwwr ?J i POINT SA'HWETMC DETAEL Ar HeDONaUW//BALSA PER l$ .,° \.eocm•K, a rOyster Harbor Ma ��e MTLS• llp J !+r .as „a w yr eon a 4 ALAN MCDONOUGH 1 •O� PATPogA BAKER �• y J a /�' ��iA 4� Auee �A •noross �.a sums •``\ e r uw r r.w np•T +�,v �T ra oT Fars y e eAVv a; 1 ♦ , G - ` ;•�C ��L s- ��. A K WIe90 AasRhtas t.e �0�,} w r g ea onarramrm p-'hg r•sBr envm 4 GGG \,P rS 0l•) NOTES: Wend .P ` u a<>aa -r} y a, )•.�auwan w vWq TO nO• 9 �� 'p 4 ao.•.rue osanm:�wn uarrs;o z taTuew a.nin•r rermh >> � Q i�P.9QHe _5 ,� 11t0 �y � 9 Tr•ElS T+O♦i 9.us�CB mt.v a,KWatr , :..� a ,m P/an "' � r a)w wo rxe c•r+�•uo.aL Shared Pier v ` a a l.AYOSCAPE NOTES Q9� ¢ o CnST.YCG96 Ta ])4IM�'Na)4 ff AMa A r0 e[' CD�d•,•MQ wr y♦ ,a. 1 l 1MrrA i PIER CONSTRUCTION AND MAINTENANCE'AGREEMENT THIS AGREEMENT is made as of the I Oh day of September, 2009, by and between GERALD W. BLAKELEY, III and LUCY U. BLAKELEY, having an address at 179 Sandy Pond Road, Lincoln, MA 01773 (the "Blakeleys"), and PATRICIA BAKER, AS TRUSTEE OF SUNSET POINT REALTY TRUST, having an address at 30 Channe Cay, Ocean Reef Club, N. Key Largo, FL 33037 ("Baker") (and singly referred to hereinafter as a "Party" and collectively d referred to hereinafter as the "Parties"). WHEREAS, the Blakeleys are the owners of that certain property known and numbered (� CA as 250 Windswept Way, Osterville, (Oyster Harbors) Barnstable, MA, as described in a deed to the Blakeleys recorded on September 10, 2009, in Barnstable County Registry of Deeds in Book 24025.at-page 67; M WHEREAS, Patricia Baker, as Trustee of Sunset Point Realty Trust, is the owner of that certain property known and numbered as 43 Sunset Point Road, Osterville, (Oyster Harbors) Barnstable, MA, as described in a deed to Sunset Point Realty Trust recorded on August 17, 1998, in Barnstable County Registry of Deeds in Book 11639 at Page 60; WHEREAS, the Parties desire to plan, construct and thereafter maintain, and share the i use of, a permanent pier to be locate N p p d more or less along the common boundary line between the aforedescribed properties owner by the Blakeleys and Baker(the "Pier"); and (n WHEREAS, the Blakeleys on the one hand and Baker on the other each desire to grant to the other an easement to cross said granting Party's property in order to gain access to the Pier r,() for purposes of utilizing the Pier for its intended purpose and to perform construction and or n JV maintenance on same from time to time; + WHEREAS, the Parties desire to set forth their agreement with respect to the planning, permitting, construction, maintenance and operation of the Pier which agreement shall be binding upon the Parties and their respective successors in title to the respective properties; ". NOW, THEREFORE, in consideration of the mutual promises set forth herein, the n?a Parties hereto have agreed and do hereby agree as follows: 1. The Parties agree to use prompt, diligent and good faith efforts to obtain, at their joint expense (to be shared equally), all necessary permits and approvals to construct the Pier(including associated stairs, ramps and floats) as shown on the plans prepared by -� A. M. Wilson Associates, Inc. and attached hereto as Exhibit A (the "Plans"). The Parties agree to continue the engagement of A.M. Wilson Associates, Inc. to obtain the said approvals and permits unless the Parties mutually agree to substitute the services of another engineering firm to obtain same. Any changes to the Plans or any new plans that are prepared showing the design and details of construction of the Pier shall first be approved by the Parties, and the cost of preparing any said changes shall be borne equally by the Parties. Prior to the execution of this Agreement the Blakeleys have reimbursed to their predecessor in title of the property at 250 Windswept Way $6;326.08 of the expenses incurred to A.M. Wilson Associates, Inc. as of July 20, 2009, in connection with the preparation of the Plans and the seeking of approval of same by the Barnstable Conservation Commission. i 2. Whether or not actually shown on the Plans, the Parties agree that the Pier shall be furnished with reasonably adequate electrical service and fresh water to service yachts and boats to be situated at the Pier from time to time, and the Pier shall also be provided with adequate mechanical devices to prevent the buildup of ice in the vicinity of the pilings supporting the Pier. Such services and mechanical devices, construction and/or repair materials for the Pier, maintenance and repairs to the Pier to keep it fully functional, identity of contractors performing construction or repairs or services to the Pier and the terms for such work, adequate insurance including casualty and liability insurance, and all other construction, maintenance, operating and any and all other matters with respect to the Pier shall be subject to the joint and unanimous approval by the Blakeleys and Baker, and any such approvals shall not be unreasonably withheld or delayed, it being understood and'agreed that it is the Parties' intent and desire to keep and maintain at all times a fully functional first class Pier to enhance the enjoyment and value of their respective properties. 3. All costs and expenses that may be hereafter incurred from time to with respect to the permitting, construction, maintenance and/or repair, or operation of the Pier including but not limited to obtaining insurance coverage for same, shall be bone evenly by Blakeleys and Baker, and each agrees to promptly furnish their respective share so said expenses will be paid on a timely basis. 4. In order that each of the Parties may have reasonable access to use the Pier, including but not limited to performing construction activities or maintenance of same, to the extent necessary depending on the final location of the Pier as constructed, each Party shall have the benefit of a recordable easement granted by the other Party across such other Party's property, to allow for the entrance on such other Party's property to gain access to the Pier, to utilize the Pier for its intended purpose, and to perform construction or maintenance on said Pier from time to time in accordance with the terms of this Agreement, and each such easement so granted shall be an appurtenant right with respect to the property benefited by such easement. The form of such easement(s) is attached hereto as Exhibit B, and it shall be adapted to reflect the actual location of the Pier as constructed and shall include a plan showing the location of the easement area (s). The Parties agree to execute and provide for the recording of such easement(s)promptly following completion of the construction of the Pier. 5. The Parties agree that the Blakeleys and their successors and assigns and guests shall have the exclusive right to utilize the northern half of the Pier to tie up their yacht(s) and boat(s) from time to time, and that Baker-and her successors and assigns and guests shall have the exclusive right to utilize the southern half of the Pier to tie up their yachts) and boats from time to time. 6. Neither of the Parties nor their respective successors in title shall at any time tie to the Pier or any float.portion thereof a commercial fishing boat or a boat that emits a noxious or offensive odor or a noise level which exceeds the equivalent decibel level of two operating 300 horsepower outboard engines. I -2- i 7. In the event that it is necessary to store any portion of the Pier(such as, for example, any of the floats associated with the Pier) on land from time to time, the Parties agree to consult with respect to same and to agree mutually where such storage shall be placed. 8. This Agreement constitutes and expresses the entire understanding between the Parties solely with respect to the subject matter hereof. Neither this Agreement nor any provision hereof may be changed, waived or amended orally or in any manner other than by an agreement in writing signed by all of the parties hereto. 9. The validity, construction and enforcement of this Agreement shall be governed by the laws of the Commonwealth of Massachusetts. 10. This Agreement may be executed in two or more counterparts, each of which when fully executed shall be an original, and all of said counterparts taken together shall be deemed to constitute one and the same agreement. 11. This Agreement shall inure to the benefit of and be binding upon the heirs and legal successors of each Party as the respective successors in title to the properties described in this Agreement. IN WITNESS WHEREOF, LUCY U EY RALD W. BLAKELEY, III SUNSET POINT REALTY TRUST PATRICIA BAKER, as Trustee -3- COMMONWEALTH OF MASSACHUSETTS Barnstable County, ss. On this day of September 2009, before me, the undersigned notary public, personally appeared Lucy U. Blakeley and Gerald W. Blake le III, proved to e through satisfactory evidence of identification which were gA,g '�'`' �` �" It �j 3' m,sn�sir<wovoa� �sRa�-t Ya�os 9r�4 a , to be the persons whose names are signed on the preceding document, and acknowledged"to me that they signed it voluntarily for its stated purpose. C4 otary Public: My commission expires: �- Notary Public Commonwealth of Massachusetts COMMONWEALTH OF MAS SACHUSETTS ' 1*;Commission Expires September V,P01 Barnstable County, ss. On this // day of September 2009, before me, the undersigned notary public, personally appeared Patricia Baker, ae Tn,ctee as aforesaid, proved o me through satisfactory evidence of identification, which was:, e �`"zisq� , to be the person whose name is signed on the preceding document, and acknowledged to me that she signed it voluntarily for its stated purpose. &Kotaryublic: My commission expires e - ' BARBARA�d4ROGGBN1. y Notary Public itllr C3mm011wealth of Massachusetts M,commission Expires septarrib&23,2012� -4- I a/S],Lhk PMR MSCH Aw HLx N K•Iml NbTES. n r'"O.ro°roi, r A°,. . '�•o am,M°mr_u /..a w•�• " " sd ce ao..w '•mod 8/aepa SPOT GRAM LOCLG '0 r i l r..n L.'M 4•mq A ate°as v�rl I a.. w „'area ewaaa «• .... O �� TYPICAL O FLOAT STOP OFFAL u°.e 1 TrAe.ve i TYPIGLL FD®PiFR'SEL'TION i sac rtr¢ // `• NOTES: P-)art TRW 0. L2 l\Irt16 AEO,C rrQ NAM / R•[/M lA.waT ,r°uS IIOACS aCiJt0.M9M5 1 P'M TM A D�rC RA?H.YA l?!r.A BASf]ON 'CO /I• � 1t1I dt AAA ,C 4A93 ES"'l1AA¢S artadCl OaTfD APIS IGaS L✓ CNN/L,WgiOVVt amr°°"°.ALSAa 9.7M W/NDSWEP7`. Slaw— WA Y SPOT G"A ��(r' .<��� \� `8� and lXS 43 �. ,; , �0 a y •�a SUNSET' `�♦ . $i4r1aT . PO!/VT M. SAlkWCTMC DETAIL eaa uA7N Ai MCDONpNM/aAIC1t PER j�.�\<°n .\°�COa�, O.n]r h• SCALE,"-lR PA<ac., Oyster Harbor i 3t. .4Ce \`i � +���� N 0C FfYM N/7 RA,D liD6''AnC>AxA7II Ma , °-�• , a rraA � M1r sv..vna.®, � oao soar naaa wMi a ` na Pnpa•d For p] q� .Aa.Ax a.:,� 4 ALAN McDONOUGH PATRICIA BAKER -�- r' >q ox aaAs �• i ¢Y ip l `� — 1'�C`\ �y'0 ,?aMmA� AM WInrAw htn Yc J rrm•nwT •# .•n �y ¢s�.,a tlra.+w ma, .Im rCoOnau°I ' lT � �� PIFR NOT 5: Wetland 6,t0'nWi' �y' z),sm.nrtou°n ro e[nrmom ro no.n <tfr ata ~, p aoanAro ommm a svT uorrs m¢r AuAo a,I=., Permn ' r Q� � \/ ! J YIDiK rcCa su0ta Am A!r.°vryrm Pa[3 m i.--..•^lt 1-7 TRrAIm plan J>' � '' s)a LtAo oat frPa Ataoae¢ ems' ,_; a •��°�10 AEa•.I�d Shared Pier I a p` ,� .•4 ,� a bT Larosc.,PE MOTES a°wr•:b r T 1 ,) a w=aaTaRA S-a r M,a�woo A.YOa91a i PPY 1)U/W r6{Af1Y0?Y CAS To 9C N wtm as r.fi/ LAx a.IDaO 1� ,Qaa VmQ✓alal Y !r Q),OIODa I�OrllGldlNlMUila1 a01 R,aU AL.l 7 p i rlV 2Ma]•a 1 61•I r rrr.../ i When Recorded.Return to: William S.Abbott,Esq. 50 Congress St.,Ste.#925 Boston,MA 02109 EXHIBIT B GRANT OF EASEMENTS TO ACCESS AND USE PIER THIS GRANT OF EASEMENTS is made as of this dayt of , 2009, by GERALD W. BLAKELEY III and LUCY U. BLAKELEY,'having an address of 179 Sandy Pond Road,'Lincoln, Massachusetts 01773 ("the Blakeleys"), and PATRICIA BAKER, AS TRUSTEE OF SUNSET POINT REALTY TRUST, having an address of 30 Channe Cay, Ocean Reef Club, N. Key Largo, Florida 33037 ("Baker"). WHEREAS, the Blakeleys are the owners of that certain property known and numbered as 250 Windswept Way South, Osterville (Oyster Harbors) Barnstable, MA,'as described in a deed to the Blakeleys recorded with the Barnstable County Registry of Deeds in Book [ ], Page [ ], and shown as "Lot " on that certain plan captioned the " "(the "Easement Plan"), said plan attached hereto and recorded herewith;. WHEREAS, Baker is the owner of that certain property known and numbered as 43 Sunset Point Road, Osterville (Oyster Harbors) Barnstable, MA, as described in a deed to Baker recorded with the Barnstable County Registry of Deeds in Book [ ], Page [ ], and shown as Lot on the Easement Plan; WHEREAS, the parties have caused to be constructed a permanent pier, including associates stairs, ramps and floats (the "Pier"), as depicted on the Easement Plan; and WHEREAS, each party hereto seeks to give and to receive the permanent easements described herein in order to permit themselves and the other party to access and use the Pier for its intended purpose and to perform repairs and maintenance on same from time to time; and WHEREAS, the parties desire to set forth their agreement with respect to the use and maintenance of the Pier which agreement shall be binding upon the parties and their respective successors in title to their respective properties; NOW THEREFORE, in consideration of the mutual promises covenants set forth herein and other good and valuable consideration the parties hereto have agreed and do agree as follows: 1. The Blakeleys, owners of[ ] as shown on the Easement Plan, on behalf of themselves and their heirs,.successors and assigns, hereby grant to the owner of[ J as shown on the Easement Plan, her heirs, successors and assigns, a permanent and perpetual easement to enter upon, cross and re-cross said Lot [ ] within Easement Area A as shown on the Easement Plan as reasonably necessary to access the Pier, and to construct, install, maintain and use the Pier in common with the owner(s) of said Lot [ ] for all purposes i r that privately-owned piers are customarily used in the Town of Barnstable, subject to the terms of this agreement. 2. Baker, owner of[ ] as shown on the Easement Plan, on behalf of herself and her heirs, successors and assigns, hereby grants to the owner of[ ] as shown on the Easement Plan, their heirs, successors and assigns, a permanent and perpetual easement to enter upon, cross and re-cross said Lot [ ] within Easement Area B as shown on the Easement Plan as reasonably necessary to access the Pier, and to construct, install, maintain and use the Pier in common with the owner(s) of said Lot [ ] for all purposes that privately-owned piers are customarily used in the Town ofBarnstable, subject to the terms of this agreement. 3. The parties agree that the Blakeleys and their guests, successors, and assigns shall have the exclusive right to utilize the northern half of the Pier to tie up their yacht(s) and boat(s) from time to time, and that Baker and her guests, successors, and assigns shall have the exclusive right to utilize the southern half of the Pier to tie up their yacht(s) and boat(s) from time to time. 4. The parties agree that neither they nor their successors in title shall be permitted to tie to the Pier a commercial fishing boat or a boat that regularly emits a noxious or offensive odor or a boat that emits a noise level which exceeds the equivalent decibel level of two operating 300 horsepower outboard engines. The parties further agree to refrain from such use of the Pier as would unreasonably interfere with the reasonable use of the Pier by the other party hereto. 5. In the event that it is necessary to store any portion of the Pier (such as, for example, the floats associated with the Pier) on land from time to time,the parties agree to consult with respect to same and to agree mutually where such portion of the Pier may be stored. 6. All construction and/or repair materials and design, provision of services, installation of mechanical devices, repairs and maintenance, removal, re-installation and storage of the Pier, and the identity of the contractors retained in connection therewith, shall be subject to the joint approval of the parties hereto, and any such approvals shall not be unreasonable withheld, conditioned or delayed. 7. The parties agree to share equally all costs associated with the necessary and reasonable construction, installation, repair, maintenance,periodic removal and re-installation, and storage of the Pier, all costs associated with the provision and maintenance of adequate mechanical devises to prevent the buildup of ice in the vicinity of the pilings supporting the pier, all costs associated with the procuring of adequate casualty and liability insurance related to the Pier, and all costs associated with the provision of reasonable utility service to the Pier(including reasonably adequate electrical service and fresh water to service yachts and boats situated at the Pier). In the event that either party shal l fail to pay his or her share of such costs within sixty (60) days of his or her receipt of an itemized invoice, the party who shall have timely paid its share of such costs may apply to a court of competent jurisdiction for judgment against the party who shall not have timely paid his or her share of such costs, which judgment may include an order requiring the payment of such costs together with the reasonable attorneys fees of the prevailing - 2 - I party or, in the event that any party routinely fails to timely pay-such costs, a declaration that the party who has routinely failed to timely pay his or her share of such costs shall no longer have any rights under this agreement. 8. Each party shall obtain and maintain in force at all times casualty and general liability insurance in amounts reasonably agreed to by the parties in connection with the Pier, which insurance shall cover damage to the Pier and claims of personal injury and damage to property arising out of the use and operation of the Pier, and shall name the other party as an additional named insured. Each party shall provide evidence of such coverage to the other within thirty (30).days of a written request for same. 9. Neither the Pier nor the location of any easement granted hereunder may be relocated without the prior written consent of both parties. 10. This grant of easements and agreement shall inure to the benefit of and be binding upon the heirs and legal successors of each party as the respective successors in title to the properties described in this agreement. 11. This agreement constitutes and expresses the entire understanding between the parties solely with respect to the subject matter hereof. Neither this agreement nor any provision may be changes, waived or amended in any manner other than by an agreement in writing signed by all of the parties hereto. 12. The validity, construction and enforcement of this agreement shall be governed by the laws of the Commonwealth of Massachusetts. IN WITNESS WHEREOF, this Grant of Easements has been duly executed,.sealed, and delivered the day and year above first written. Gerald W. Blakeley III . Lucy U. Blakeley Patricia Baker, as Trustee of Sunset Point Realty Trust 3 — COMMONWEALTH OF MASSACHUSETTS ss. On , 2009, before me, personally appeared GERALD W. BLAKELEY personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to me that his execution of the foregoing instrument is his free act and deed. WITNESS my hand and official seal. Signature My Commission Expires: ;a COMMONWEALTH OF MASSACHUSETTS ss. On , 2009, before me, personally appeared LUCY U. BLAKELEY personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged:to.me that her execution of the foregoing instrument is her free act and deed. WITNESS my hand and official seal. Signature My Commission Expires: ss. , 2009 On , 2009, before me, personally appeared PATRICIA BAKER personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to me that her execution of the foregoing instrument is her free act and.deed as Trustee. WITNESS my hand and official seal. Signature My Commission Expires: 4 — V0 TJ die .eahunotuveaft of Ataa6'achwetb No. 12745 UV Whereas, G.W. & L.U..Blakeley & The Sunset Point Realty Trust of--Barnstable --in the County of--Barnstable -- and Commonwealth aforesaid,has applied to the Department of Environmental Protection for license to -- construct and maintain a pier, ramps, floats.and mooring piles and has submitted plans of the same; and whereas due notice of said application, and Qf ilia tin@ has been given, as required by law, to the -- Town Council of the Town of--Barnstable.NOW, said Department, having heard all parties desiring to be heard, and having fully considered said application,hereby, subject to the approval of the Governor,authorizes and licenses the said -- G.W. & L.U. Blakeley & The Sunset Point Realty Trust --, subject to the provisions of the ninety-first chapter of the General Laws, and of all laws which are or may be in force applicable thereto,to -- construct and maintain a pier,ramps, floats and mooring piles-- Iin and over the waters of--Cotuit Bay-- at--43 Sunset Point and 250 Windswept Way--in the -- Town of Barnstable(Osterville)-- and in accordance with the locations shown and details indicated on the accompanying DEP License Plan No. 12745 (3 sheets). License No. 12745 Page 2 The structures hereby authorized shall be limited to the following use(s): noncommercial docking and boating access to navigable waters. This license will expire thirty(30)years from the date of license issuance. By written request of the licensee for an amendment, the Department may grant a renewal for the term of years not to exceed that authorized in the original license. Special Waterways Conditions: In accordance with any license condition, easement, or other public right of lateral passage that exists in the area of the subject property lying between the high and low water marks, the Licensee shall allow the public in the exercise of such rights to pass freely over or under all structures within such intertidal area. Accordingly,the Licensee shall place and maintain, in good repair, a public access sign on both the northerly and southerly sides of the pier authorized herein, adjacent to the mean high water shoreline. Said signs, designed in accordance with the signage specifications provided by the Department, attached hereto, shall be posted immediately upon the completion of construction. Nothing in this condition shall be construed as preventing the Licensee from excluding the public from portions of said structure(s) or property not intended for lateral passage. In partial compensation for private use of structures on tidelands of the Commonwealth, which interferes with the rights of the public to use such lands, the Licensee shall allow the public to pass on foot, for any purpose and from dawn to dusk, within the area of the subject property lying seaward.of the high water mark. This condition shall not be construed to prevent the Licensee from taking reasonable measures to discourage unlawful activities by users of the area(s) intended for public passage, including but not limited to trespassing on the adjacent private areas and deposit of refuse of any kind or nature in the water or on the shore. Further, the exercise by the public of free on-foot passage in accordance with this condition shall be considered a permitted use to which the limited liability provisions of M.G.L. c.21, s.17c apply. No dredging(including,but not limited to the effects.of prop wash) is permitted herein. All work authorized herein shall be completed within five (5) years of the date of license issuance. Said construction period may be extended by the Department for one or more one year periods without public notice, provided that the Applicant submits to the Department, thirty (30) days prior to the expiration of said construction period, a written request to extend the period and provides an adequate justification for said extension. Within sixty (60) days of completion of the licensed project, the Licensee shall request, in writing, that the Department issue.a Certificate of Compliance in accordance with 310 CMR 9.19. The request shall be accompanied by a certification by a registered professional engineer licensed in the Commonwealth that the project was completed in accordance with the License. Please see page 3 for additional conditions to this license. Duplicate of said plan, number 12745 is on file in the office of said Department, and original of said plan accompanies this License, and is to be referred to as a part hereof. License No. 12745 Page 3 STANDARD WATERWAYS LICENSE CONDITIONS 1. Acceptance of this Waterways License shall constitute an agreement by the Licensee to conform with all teams and conditions stated herein. 2. This License is granted upon the express condition that any and all other applicable authorizations necessitated due to the provisions hereof shall be secured by the Licensee prior to the commencement of any activity or use authorized pursuant to this License. 3. Any change in use or any substantial structural alteration of any structure or fill authorized herein shall require the issuance by the Department of a new Waterways License in accordance with the provisions and procedures established in Chapter 91 of the Massachusetts.General Laws. Any unauthorized substantial change in use or unauthorized substantial structural alteration of any structure or fill authorized herein shall render this Waterways License void. 4. This Waterways License shall be revocable by the Department for noncompliance with the terms and conditions set forth herein. This license may be revoked after the Department has given written notice of the alleged noncompliance to the Licensee and those persons who have filed a written request for such notice with the Department and afforded them a reasonable opportunity to correct said noncompliance. Failure to correct said noncompliance after the issuance of a written notice by the Department shall render this Waterways License void and the Commonwealth may proceed to remove or cause removal of any structure or fill authorized herein at the expense of the Licensee, its successors and assigns as an unauthorized and unlawful structure and/or fill. 5. The structures and/or fill authorized herein shall be maintained in good repair and in accordance with the terms and conditions stated herein and the details indicated on the accompanying license plans. 6. Nothing in this Waterways License shall be construed as authorizing encroachment in,on or over property not owned or controlled by the Licensee,except with the written consent of the owner or owners thereof. 7. This Waterways License is granted subject to all applicable Federal, State, County, and Municipal laws, ordinances and regulations including but not limited to a valid final Order of Conditions issued pursuant to the Wetlands Protection Act,G.L.Chapter 131,s.40. 8. This Waterways License is granted upon the express condition that the use of the structures and/or fill authorized hereby,shall be in strict conformance with all applicable requirements and authorizations of the DEP,Division of Water Pollution Control. 9. This License authorizes structure(s)and/or fill on: x Private Tidelands. In accordance with the public easement that exists by law on private tidelands,the licensee shall allow the public to use and to pass freely upon the area of the subject property lying between the high and low water marks,for the purposes of fishing,fowling,navigation,and the natural derivatives thereof. x Commonwealth Tidelands. The Licensee shall not restrict the public's right to use and to pass freely,for any lawful purpose, upon lands lying seaward of the low water mark. Said lands are held in trust by the Commonwealth for the benefit of the public. a Great Pond of the Commonwealth. The Licensee shall not restrict the public's right to use and to pass freely upon lands lying seaward of the high water mark for any lawful purpose. Navigable River and Streams. The Licensee shall not restrict the public's right to use and to pass freely, for any lawful purpose,in the waterway. No restriction on the exercise of these public rights shall be imposed unless otherwise expressly provided in this license. 10.Unless otherwise expressly provided by this license,the licensee shall not limit the hours of availability of any areas of the subject property designated for public passage,nor place any gates, fences, or other structures on such areas in a manner that would impede or discourage the free flow of pedestrian movement thereon. 1 Y License No. 12745 Page 4 The amount of tide-water displaced by the work hereby authorized has been ascertained by said Department, and compensation thereof has been made by the said -- G.W. & L.U. Blakeley & The Sunset Point Realty Trust -- by paying into the Treasury of the Commonwealth -- two dollars and zero cents ($2.00) -- for each cubic yard so displaced, being the amount hereby assessed by said Department. (3 cy=$ 6.00) Nothing in this License shall be so construed as to impair the legal rights of any person. This License shall be void unless the same and the accompanying plan are recorded within 60 days from the date hereof, in the Registry of Deeds for the County of Barnstable. IN WITNESS WHEREAS, said Department of Environmental Protection have hereunto set their hands this 25th day of May in the year two thousand ten. Program Chief , Department of Environmental Protection Commissioner THE COMMONWEALTH OF MASSACHUSETTS This license is approved in consideration of the payment into the treasury of the Commonwealth by the said-- G.W. &L.U. Blakeley& The Sunset Point Realty Trust of the further sum of--two thousand six hundred fifty-five dollars and zero cents ($ 2,655.00) -- the amount determined by the Governor as a just and equitable charge for rights and privileges hereby granted in the land of the Commonwealth. BOSTON, Approved by the Governor. Governor l 0 D 0�l�C.11tl.l� ! Under Track Top Track • r� d3 (with bench) Technical Specifications Warranty Exceeds ASTM F1346-91 safety standards 20 Year limited warranty Mechanism on mechanism Drive unit 2 hydraulic torque motors Open and close switch Key-lock switch 7 year limited warranty on the Powerpack(pump)Electrics 110/220-240v-60/50 Hz, cover fabric To /Recess Ul.,CSA,CE approved For specific details call your authorized p Hydraulic oil ATF Dexron III dealer or local representative. Normal working pressure 800 psi(40-56 bar) Limit switches pressure relief valves �. . Cover Fabric Material PVC on re-inforced • • polyester scrim � Fabric weight 16/18 oz per sq.yd. LY • 1AR • • t, • a • • 12 in. 30 in. (300 mm) Track Space (750 mm) -- 13 in.�c (33_I I 13 in. (330 mm) �-- t w w Go� gp � •• I i Encapsulated "In—wall" Receptors fo2-Inwall Track Extrusion 3-Concrete Inwall Track Receptor. caping I Tit.ng Concrete Gunite and Fiberglass Pools �� in-wall tracking is idea] for any indoor or outdoor installation. The track receptor is installed on top of the bond beam during the poolThe plaastic ng strip enable the inwall extrusion to be removed construction prior to the coping installation.Coping or other for maintenance procedures. masonry material are placed directly on to of the track receptor. / / I In-wall =1 In-wall =4 In-wall=�cv/Fiberoptic Receiver • Concrete/Gunite/Fiberglass Pools • Available in 12'1S'8 21'lengths • Ideal for raised beam details • Snap in fascia to finish off at end of pool • For use with non standard coping, • 6063T-�anodized aluminum Urick/tile pavers and stone • Can be color coated to match surrounWill Encapsulated "In-wall11 Receptors for � Inwall Liner Track is made up of three oomponents:1-plastic LoWmg Copmg I TUB i Strip 2-Inwall Track Extrusion 3.Liner Inwall Track Receptor. linyl Liner Pools This extrusion can be used on any liner type pool. Steel,polymer or -' wood wall.The track receptor is installed at the time of the pool — I he plasti locking strip enable the inwall extrusion to be con stru cti 6-nTcFnitlfC topi,otitheipoollwall. Copings or other masonrremoved for maintenance procedures. material are placed directly on top of the OR receptor. In-wall =2 withouVUmer Bead In-wall =3 with Liner Bead In-wall=6 w/Fiberoptic Receiver and Liner Bead • Vinyl.Liner Pools • Available in 12'18 8:21'lengths • Fits standard perimeter fberoptic lighting • Snap in fascia to finish off at•end of pool • For use with non-standard coping,brick/tile pavers • 606i-r-anodized aluminum and stone • Can be color coated to match surround Flush Track Top Track In-wall 3DF Reus_es ble d�k form Incorporates tracT`K �r beadWA C�lie,used�v t any and permanent deck•formmatic lmvall trackreceptor I1IPORT:�\T: 1N hen using In-��all Receptors, there will be an increase in finished ele�Tation. #1 #2 #3 0 w N G N O a F Q I y m m •c c � Plan View Plan View Plan View o o o a a Auto-Cover Dam Auto-Cover Vault Auto-Cover Dam Auto-Cover Vault Auto-Cover Dam Auto-Cover Vault n n r� 4 V N V7 p t c 13°(TYP•) z ' 11(TYP•) 13°(TYP•) 1'-0°13° 6'(TYP•) 1'-0' 13- 6'(TYPJ 1'-0'13° 6'(TYPO � B.B. N B.B. N B.B. iv Tile Line 4 Tile Line Li Y Tile Line V it Section View Section View Section View Auto-cover Vault Detail Auto-cover Vault Detail Auto-cover Vault Detail Standard Drive Split Drive Compact Drive Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" ®Aquamatic Cover Systems Inc' Aquamatic Cover Systems Inc. Aquamalic Cover Systems Inc. ww®� w .aquamalic.com www.aquamatic.com �.� www.aquamatic.com L� r Specifications for pools up to 44' long Excavation Forms 811 8/l Pool Cover Box Gunite Standards I 1. Minimum depth standard beam (14") 8" 131 / Dig Cover Hole 22" Deep 8's 2. Minimum depth from the beam (12") 3. Minimum width of box for pool up to 45'(13") 4. 45'to 60'= 14" wide 5. 60'to 75'= 15" wide 8" 8" 6. 75'to 90'= 16"wide 14" 7. Box extension past tile line for non-drive end (12") 8" 40 40 24" 8. Box extension past tile line for(motor) drive end (30") 9. 2" minimum hydraulic chase line 14„ Water Line Layout Pins 14" 10. Cover must always have a drain installed Gunite Shell Under Track and CopingPlacement Tile Coping and Deck Setup 13"wide x 14" deep box slanted to 15 for drainage Pool cover under track — needs 2 1/2" flat surface •:•:•:•. space r 3' Coping must overhang 3" X..•:'•:~°••r past gunite,21/2"past tile '•'� Drain HY drauliv chase Cover Box Side View 6„ 614 Gunite Auto Cover Box Detail Coping Decking /� 2 1/2" 611 311 1 •.:. 6 13'wide x 14" deep ,` I I ��••SQ` Q• . Q� 14 �. Q '%12If d;, 12 i _ Custom Glass Installations '> S." Glen R.. Reid 774-368-0371 NGA UC. -015384891 PROPOSAL SUBMITTED TO PHONE DATE J STREET NOTE: CrTY,STATE,ZIP DESCRIPTION oAOtl a 6 E 415. =02 a r GL-" oZ Glee R S/!I COf 10 r 0 R lG PA GCS" 6�C CH xt 1' t - Pg d 4 , WE PROPOSE hereby to furnish material and labor—complete in accordance with above specifications,for the sum of: Dollars ($ ) Payments to be made as follows: All materials are guaranteed by manufacturer.All work to be completed in a substan- tial workmanlike manner according to specifications submitted,per standard prac- Authorize2doposal tices.Any alteration or deviation from above specifications involving extra costs will Signature be executed only upon verbal request,and will become an extra charge over and above NOTE— may be withdrawn by us if the estimate.All agreements contingent upon weather, accidents, or delays beyond our control.Owners to carry fire,tomado and other necessary insurance. not accepted within days. ACCEPTANCE OF PROPOSAL—The above prices,specifications and conditions are satisfactory and are hereby accepted.You are authorized to do the work as specified.Payments will be made as outlined above. Signature Date of Acceptance Signature H WAL , Glass Raithigs: • Aluminum ahing ` Ai Railing. Windscreens Post Railin''g :.:ip Gate Systems hid Railing • Glass Connec tors Ou- zz 'tN ....... ........ AF f/ : ------ ------------ ZY ................ i4 la� 'IMP :NKY . 4 .... ...... r 77 N�- Z_R ��zf 5:mom-Mz,- `-C Owk 040 M oft gg ER", i i 1 - r r � f i f F •• i 4 „ _+—.a+..-•�+...ow+....u—.. .-Te-..r..`a-r... �. ....n....-N�uv.-..-r...vn... __r.. ... ne- ..�..roar.a.v�,rvRusa_wx.�t.uv _..�..r..w .aTvf:..;:+._•�.:�_:C,.v...�.=e.r.:;_rn..��Ixl. 1 wr _ 14 6 - ----- _ -- I� Vo i � 5311 rr ri jy .S a : K-,................ �. G VAS I.ON( d ��0NL �� http://www.criaurence.coilVapps/contentloader/default.aspx?conten... sig� Your Account View Can 1111P C.R. Laurence Co., Inc. 14 0 22� Off jEnter Your SearCh Word(s)Here Search Frameless Shower 11c'or Store roots 8 Entrances Architectural Railings PLc h-i,t e'qtur**_1---Metals q-__-- Transaction Hardware _ Hospitals!y sp offqt cLLL(�ts Sommer Maca Machinen(. Contact Us!CRL Locations LLote Request kQ: _L@y 8#t—_lstef�cos CL_ — % Customer Menu Bar Express Ordering Quick Pricing ey'r S�nlrr,�-rcs q& Architectural Railing Systems and Supplies A View Our Online .Searching on CRLam Railing Photo :CRL Total Search Gallery to TAPER-LAC'" GRS Heavv Glass Base Shoe GRS Cao Rails and Accessories Get Ideas for Glass Raging System Your Installation Products&Services Aluminum Railing Svstemg Aluminum Windscreens Component Railing System ARS Aluminum Railing Systems AWS Aluminum Windscreen Systems HRS Hand Railing System Svz0m', lr-cds fill Post Railing System Standoff Railing System C85_Qp=onent Rallina System ACRS Component Railing System Standoff Railing Systems ar Reference Tools and Related Areas High Quality Finishes and Colors 'I.'FE lq L.��_ 5'.'-:T11 w -L'I"1`-:dvx,"" Aluminum Handrail and Railing Product Soecifications Standard Finishes for Aluminum Railing and Windscreen System -_x4 4 r. Product Spec and Technical Drawing Search -General Information rat View Our Catalog Library CSI Specification Listings JJJ F Architectural Hardware Brochure Finishes for CRL Base Shoe Cladding Trade Shows JANDRAHS. Care&Cleaning Instructions Engineering Reports ".C:ox L i LEEDO Statement Finishes for CRL Cao Rail.Handrail 1 v Online Applications Login ARS Installation Instructions P711*10 !'41':r1L Chi rn 'News&Events _eV::rs-,C Customer SeNce by calling(800)421.6144 or(M)588-1281.or onfine by clicking on Contact Us. �qa:7e about CRL special offers,exclusive products and new product information.(Enter e-mail address and click Submit) Fo!;n%vuonFacebo�ul, 'o,i Schance !j�r,:%T-witter us on)(ouTube i of 1 5/8/2011 8:17 PM AFWC1 CRL ONE-PIECE 60"(1524 mm)Maximum Gla.�Paral Width CORE MOUNT FRAMELESS ys arla . WINDSCREEN CLAMP remlpcla ) �� Typical Fabrication Guidelines Flm Porn cLta Pawls Not to Exceed for Frameless Glass Core Mount �''"`d��' 60"X6T(1524mmx1524mmn) Brackets 60"(1524 mm)Max Height For(20 PSF Rating) 25%of the SO h.of he 25 54"(1372 mm)Max Height For(2.3 PSF Rating) panel width Panel width Para)width 750(1 Minimum Slah PSI 48"(1219nun)Max Height For(29PSFRating) I I , G"(152mm)Min Edge Diana I412" 3-38" (1143mm)(85.7mm) {—I-IB" (23.6 mm) 2" 3.1/4"(82.6 mm)Jill I-IS/16- 1 , (49I l (Iymyml 1 I I-1Y16- AFWC1 TOP MOUNT FABRICATION GUIDELINES (493 mm) 3.38 (85 7 nun) (85.7 mm) -U I 3B"or 12"(10 or 12 mm)Tempered Glao, (246.1 mm) nu (28.6 mm) --38" 1 Y4" (85.7 mm) 4112" 4 438- (114.3mm) (19m)DIA (114.3 mm) (111.1 mm) 3.11m Y4" (816m) `19mm) .} O (28bmm) Rmmm) Flat Polished Baltnm Edge of GluN FRONT VIEW SIDE VIEW GLASS FABRICATION REQUIREMENTS AFWC3 CRLTHREE-PIECE 60"(1524mm)MaxmumGlmParelWidh CORE MOUNT FRAMELESS 3B nr12 . WINDSCREEN CLAMP (loorizmm) /�/ Tempered Glv�ng. Typical Fabrication Guidelines Flat PoltJt All / Glass Panes not in Exceed for Frameless Glass Core Mount Apo ad Ede O"X W'(1524 nun x 1524 mm Brackets Or 0524 mm)Max Height For(20 PSF Rating) 25%of the 50`b of the nrthe 54"(1372 mm)Max Height For 123 PSF Rating) panel width panel width panel width 2500 Minimum Slab PSI 48"0219 mm)Max Height For(29 PSF Rating) 6"(152 mm)Min Edge Dianne 3-3B" 1-78 1-7/16" (85.7 mm) (47.6 mm) (.'WS mm) Jill 1718(73 tam) VT I - " ,c 1-78" AFWC3 TOP MOUNT FABRICATION GUIDELINES .6mm)i (47.6 mm) I 1-7/8- 1-7/8" (47.6mm) (47.G mm) 8-IB" 38"m 12"(10 rn 12 mm)'RmPercd G4tis —�'- (2064 tam) I 3t4" 1-7/16" (19mm)DIA 9-11/16" (•YiS own) 1B' (246.1 mm) I (3 nun) -�-3ti" �— I(19mm) �;_ } 9-II/16" I.7B" (19mm)DIA 1.78" (246.1 nun) I 2-78" 1,- •• 1{47b mm) 447.6 mm) (73 nun) 3-38 3� 3l8" (85.7 mm)Y� 19 went .f (85.7 mm) S7B' '1 I I-7/16- 1-7/16" (149.2 mm) I t ,r:>6_S rmnl (365 nun) 1-9/16" 11/16' (39.7 ram) (175 nun) . � Flat Polished Boaom Edge of Glaa FRONT VIEW SIDE VIEW GLASS FABRICATION REQUIREMENTS •m - Phone Toll - :11) 421-6144 e Fax Toll Free :11 • • I t » Ga6!%ry$ 7 l9' // lmG7 m % \ � ! } m . ( 2 mm; I . � C.R. LAURENCE CO., INC. Important Information: PROFESSIONAL QUALITY This hinge contains a dual degree pivot pin.The pivot pin is set for normal door closing position.You have the option of altering the closing position of the door 5 degrees inward by utilizing the opposite side of the pivot pin,which has been pre-machined(see Section 3 of Cat. No.SDT20 Frameless Shower Door Guide for this procedure).Special order custom pivot pins are available(Cat.No. GENP1N)that can be machined at any angle up to 45 degrees. Specifications: Glass Sizes:3/8" (10mm)to 112" (12mm)thick tempered safety glass Construction: Stainless Steel Closing Type: Self-centering when within 15'of closed position Cutout Required Includes:Gaskets,screws and template Use of Gaskets: For 3/8"(10mm)Glass: Use one thick gasket on each side For 1/2r'(12mm) Glass: Use one thin gasket on each side 3-1/2" (89mm) Recommendations: I 4-3/16" For public safety,we recommend the use of only tempered safety glass. (106mm) Do not use power tools when installing these hinges. Maintenance Guidelines: ULTIMATE • Our hinges are greased at the factory for quiet and trouble-free operation.If there is any squeaking Ilml occurs after installation,put a drop of 1 in 1 Oil"(also known as"household oil")on the white nylon washn 180° Glass-to-Glass Hinge that the hinge body pivots on.This washer is the component that acts as a buffer,so the body of the hinge doesn't pivot directly on the brass center block.This solution doesn't require the disassembly of the hinge. CAT No. ULT180 Note: Do not use spray lubricant on these hinges. If the hinge has been disassembled,upon re-assembly, use white lithium grease to lubricate the interior mechanism. "'Maximum 3/8" (10mm) Glass 1/2" (12mm) Glass • Never use an abrasive cleaner on the hardware. Many of the components are coated with a clear lacquer Door Capacities Weight Width Weight Width that will be irreparably damaged if subjected to harsh,abrasive chemicals.Advise your customer that drying the hardware with a clean, soil towel nn a daily basis is the best way to maintain the hardware. Using 2 Hinges 95 Ibs.(43 kg) 30"(762mm) 95 Ibs.(43 kg) 30"(762mm) If mineral deposits build-up,mix a couple of drops of a mild liquid soap(such as Ivory or a similar Using 3 Hinges 130 Ibs.(59 kg) 32"(813mm) 130 Ibs.(59 kg) 32"(813mm) product) into a cup of warm water. Using a soil,non-abrasive cloth,clean the hardware. Rinse `NOTE:Do not exceed either maximum weight or width when choosing proper quantity of hinges. thoroughly with clean,warm water and dry. . no-s C.R. Laurence Corporate Headquarters: P.O. Box 58923 Los Angeles,CA 90058-0923;Toll Free Phone (800)421-6144,Technical A ss.inl;li in'JI:xlension 777;Toll Free Fax(800)587-7501 0 Copyright 2001.C.R.Laur-w Co.Inc. Series Locking Latch Instructions and Template GLASS CUTOUT Relief cut may be needed. Review with your glass fabricator. 01-7IS, 2-7/16"[61.9 mm] 2-3/8"[60.3 mm] 0 0 0 o � For Technical assistance in the United States call toll free(800)421-6144;from Canmlo cull Intl hen(8//)471•r 144; eriaurenee.eom Outside the U.S.and Canada call(323)588-1281. Ask for Tech Sales at Extension t/uu. lull hec I:ix Inou)edt/.ihn1. C.H.t.Auta'ry T INC.,CO. PTH 3 1--4 Series Glass Mounted. Latch Keeper Instruction and Template GLASS CUTOUT Relief cut may be needed. Review with your glass fabricator. 0.t-718"10 47.6 + m o 2-7/16"[61.9 mm] 2-3/8"[60.3 mm] O 0 0 0 ® w 0 0 ® � 0 0 For Technical assistance in the United States call toll free(800)421-6144;from Canada call toll free(877)421-6144; erlaurenee.eom Outside the U.S,and Canada call(323)588-1281. Ask for Tech Sales at Extension 7700. Toll free fax(800)587-7501. i C.R.LAURENCE INC.,CO. i _ 05/15/2011 20:18 5084286622 GROW_GLASS•_,s`: PAGE 03/03 �I F . O � C �#AMFEF, V1NIC1 - & ASSOCIATES Structural Engineers CLIENT: Professional Solar Products,Inc 1551 S.Rose Ave.,Oxnard,CA 93033 Tel:805486.4700 Building Department Note:NOT TO BE SUBSTITUTED WITH STANDARD STRUT OR COUNTERFEIT PRODUCT. Subject: Static load test results for the following: Module Maximum Frame Maximum Frame Minimum Load Equivalent Wind Speed MountingSystem Manufacturer Length*(in.) Width*(in.) Frame ObS/ft') (mph)*• Height*On.) RoofTrac0 Evergreen 65.0 37.5 1.80 55 130 TEST SETUP(as shown In attached drawing detail):Three Evergreen modules,as specified above,were bolted to 136"x1.5'x1.5'Professional Solar Products(PSP)RoofTrac®support rails using an assembly of 5/16"stainless steel bolts, lock washers and proprietary aluminum clamps and inserts.The RoofTrac®support rail was attached to the PSP TileTrac® structural attachment device with a 3/8"nut and washer at six attachment points.The setup was attached to 2"x6"wooden rafters using 5/16"x 3"Stainless Steel lag bolts.The attachment spans consisted of 48"front to rear with structural attachments spaced 48"on center. TEST PROCEDURE(as shown In attached drawing Beta ft The test set up was top loaded to 55 Ib/ftz.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any signs of permanent deformation were recorded.The test setup was then inverted and loaded to simulate the uplift condition.The test set up was re-loaded to 55 Ib/ft2.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any signs of permanent deformation were recorded. TEST RESULTS: The maximum top load deflection was recorded at 0.438",with no permanent deformation. The maximum uplift deflection was recorded at 0.250",with no permanent deformation. Building Department Note: This document certifies the RoofTrac®mounting system used with Evergreen modules,as NOT TO BE WITH STANDARD OR specified above,withstands a 55 Ib/ft2 static pressure load,equivalent to a wind speed of COUNTERFEIT PRODUCT. approximately 1.30 mph**. The mounting system performed as expected. Sincerely, James R.Vinci,S.E. This engineering report verifies that Vinci&Associates has provided Independent observation for load testing as described in this report resu "his load test reflect actual deflection values and are generally accepted as the Industry standard for testing module mounting systems.Vinci does not field check installations or verify that the mounting system is installed as described In this engineering report. To assist the building inspector in verifyingthe authenticity of saw this proprietary mounting system,a p ane adhesion,silver reflective'Roof rrac•'label,as shown,is placed on at least one of the main su ra Structural attachment Lag bolt attachment should be installed Roof TraC'' using the proper pilot hole for optimum strength.A 5/16"lag bolt requires a 3/16'pilot hole.It Is the responsibility of the installer to insure a proper "SbAgi attachment Is %r%" :I made to the structural member of the roof. Failure to securely attach to the roof structure may result in damage to equipment personal injury or property damage. '��..�:: ;;• This office does not express an opinion as to the load bearing characteristics of the structure the mounting system/modules are being Installed on. k c• t'- I` ICC accredited laboratory tested structural attachments manufactured by Professional Solar Products(including,but not limited to FastlacW,TileTrac®,and Foamladc®)can be interchanged with this system. *Modules measuring within stated specifications are included In this engineering **Wind loading values relative to defined load values using wind load exposure and gust factor coefficient 'exposure C'as defined in the 2006(IBC)/2007(CBC) 31324 VIA COLINAS STE 101 WESTLAKE VILLAGE, CA 9136 Page 1 of 2 PSP:RT EG_2 ' r ' y. I�-- Qr 37.5" ->I YC I 139' I Building Department Note: NOT TO BE SUBSTITUTED WITH STANDARD + j STRUT OR COUNTERFEIT PRODUCT. a 5/16" / Stainless Steel f Steel Hex bolt Top Load Deflection: 0.438" 5/16"Stainless Steel / Lock Washer Aluminum ProSolar a Inter-Module Clamp G R LA T Aluminum ProSolar ,may t� Channel Nut I Aluminum ProSolar Up lift Deflection: 0.250" RoofTrac@ Support Rail- `��_ 3/8"Stainless Steel Hex =`' i Bolt and Flat Washer Aluminum ProSolar FasUack®Roof Attachment 5/16"Stainless Steel Lag Bolt and Flat Washer Professional solar Products Roomrse Patent#6,360,491 RoofTrace Pn°t°°°'>a.°mounting system Evergreen Solar odules Static load test illustration Page 2 of 2 PSP:RT EG 2 PIN Pro XLr ter®6FVl tla LAG Pe/ p �5 THE SERIES GLAZED FLAT PLATE SOLAR COLLECTORS ® 'IL Models EC and EP SPECIFICATION SHEET THE VALUE LEADER IN SOLAR. WATER HEATING TECHNOLOGY Stainless Steel Fasteners Riveted Comers Low Iron Tempered Glass Low-Binder Fiberglass Insulation Rigid Foam Insulation Secondary Silicone �'t1f_LL Glazing Seal • Black Chrome or Moderately Selective Black Paint Absorber Coating ` ' • Copper Absorber Plate } Integral • Type M Copper Riser Mounting Tubes and Manifolds Channel Extruded Anodized Aluminum Casing and • EPDM Grommets Capstrip Vent Plugs Primary EPDM Glazing Seal • 15%Silver Brazed Joint � Aluminum Backsheet I I PROTECTING OUR ENVIRONMENT-SINCE 1978 I �UH[HHTHipl' EMPIRE SERIES SPECIFICATIONS �- C aa+ � ci 0 ci Q 4 p O• Q -O � �y `„f' "' ,C d � �y 2, � Ci 0 �j EC/EP21 40 76 3 1/4 21.12 18.70 70 0.72 0.54 0.003 12 160 43 3/8 1 71.25 EC/EP24 36 1/8 98 1/4 3 1/4 24.61 21.88 80 0.78 0.62 0.005 12 160 39 3/4 1 93 5/8 EC/EP32 48 1/8 98 1/4 3 1/4 32.79 29.81 106 1.00 0.83 0.006 12 160 51 3/8 1 93 5/8 EC/EP40 48 1/8 122 1/4 3 1/4 40.81 37.33 141 1.20 1.04 0.009 12 160 51 3/8 1 115 5/8 EC/EP40-1.5 48 1/8 122 1/4 3 1/4 40.81 37.33 150 1.61 1.04 0.006 25 160 51 3/8 1 1/2 115 5/8 MODEL EC THERMAL PERFORMANCE RATINGS* MODEL EP Btu/ft /Day Btu/ft2/Da Category CLEAR MILDLY CLOUDY Category CLEAR MILDLY CLOUDY (Ti-Ta) DAY CLOUDY DAY DAY (ri-Ta) DAY CLOUDY DAY DAY T. .n et fluid temp 2000 1500 1000 n-inlet fluid tem 2000 1500 1000 Ta-ambiem air temp Btu/ftz/Day Btu/ft2/Day Btu/ft2/Day Ta.ambient av temp Btu/ft2/Day Btu/ft2/Day Btu/ft2/Day A(-9°F) 1,332 1,005 680 A(-9°F) 1,284 971 659 B(9°F) 1,218 890 565 B(9°F) 1,169 854 542 C(36°F) 1 1,040 1 720 1 402 C(36-F) 984 677 1 372 D(90-F) 699 1 405 127 D(90°F) 619 1 343 189 E(1 eFF) 1 390 1 137 E(144°F) 280 1 62 A-Pool Heating(Warm Climate) B-Pool Heating C-Water Heating(Warm Climate) D-Water Heating(Cool Climate) E-Air Conditioning/Industrial Process Heat. Thermal perfornance is obtained by multiplying the collector output for the appropriate application and insolation level by the total gross collector area. 'Collector ratings are derived from the Solar Rating&Certification Corp(SRCC)Document RM-1 and Standard OG-100. ENGINEERING SPECIFICATIONS (Performance specifications subject to testing error of+/-3%) The following shall be the specifications for the solar collectors.Collectors thermal isolation of the foam from the absorber plate.Total thermal resis- shall be SunEarth Empire model ,and shall be of the glazed liq- tance shall be a minimum of R-12.The sides and ends of the collector shall uid flat plate type.Collectors shall be tested in conformance with ASHRAE 93- be insulated with a minimum of 1 inch foil-faced polyisocyanurate foam 1986 and SRCC 100-81.The collectors shall be certified by the Solar Rating and sheathing board. Certification Corporation(SRCC)and the Florida Solar Energy Center(FSEC). ABSORBER PLATE AND PIPING GENERAL The absorber shall consist of a roll-formed copper plate of no less than.008 The dimensions of the collector shall be inches in length, inch thickness.Risers shall be a minimum of 112 inch O.D.Type M copper inches in width and 31/4 inches in depth.The collector casing tubing on no more than 4 112 inch centers continuously soldered to the shall be an anodized aluminum extrusion(alloy 6063 T5),minimum thick- plate utilizing a non-corrosive solder paste with a melting point of 4601 ness.060 inch, with an architectural dark bronze finish. The casing shall The risers shall be brazed to 1 1/8 inch 0.D.Type M(1 5/8 inch O.D.on have notched framewalls for ease of plate removal and reinstallation.Sheet EC/EP40.1.5) copper manifolds utilizing a copper phosphorous brazing metal screwed fasteners shall be stainless steel(18.8#10).The backsheet alloy with no less than 15 percent silver content, and conforming to the shall be textured aluminum not less than.014 inch thickness.A 1 inch vent American Welding Society's BCuP-5 classification.EPDM grommets shall iso- plug shall be installed in each of the four comers of the backsheet to min- late the manifold from the aluminum casing.The absorber plate shall be imize condensation. designed for 160 psig maximum operating pressure. GLAZING ABSORBER COATING AND PERFORMANCE CURVE The collector glazing shall be one sheet of low iron tempered glass,with A)Black Chrome(EC Series):The absorber coating shall be black chrome on a minimum of 1/8 inch thickness(5/32 inch on EC/EP 40),and a mini- nickel with a minimum absorptivity of 95 percent and a maximum emissivity mum transmissivity of 91 percent(89 on EC/EP 40).The glazing shall be of 12 percent.The instantaneous efficiency of the collector shall be a mini- thermally isolated from the casing by a continuous EPDM gasket. There mum Y-intercept of 0.714 and a slope of no less than-0.7271(BTU/ftLhr)/F. shall be a continuous secondary silicone seal between the glass and cas- ing capstrip to minimize moisture from entering the casing. B)Moderately Selective Black Paint(EP Series):The absorber coating shall be INSULATION - a moderately-selective black paint with a minimum absorptivity of 94 per- The insulation shall be foil-faced polyisocyanurate foam sheathing board of cent and a maximum emissivity of 56 percent.The instantaneous efficiency a minimum 1 inch thickness,siliconed in place to the aluminum backsheet, of the collector shall have a minimum Y-intercept of 0.682 and a slope of covered by low-binder fiberglass of a minimum 1 inch thickness,providing no less than-0.7995(BTU/ftt-hr)/F. Due to SunEarth's policy of continuous product improvement,specifications are subject to change without notice. MANUFACTURED BY. ( AYABABEE FROM: SUNENNTNmL Na M 8425 Aheria Avenue-Fomana,CA 92335 (909)434-3100 - Fax(909)434.3101 _ C IT y~ �' O www.sunearthinc.com RECYCPEO PAPER-SOY BASED INN`q..,d o N f 2 T • 1� %e �` ��• 1 PPPE �y i�SULATION COTUIT SOLAR P.O. Box 89 •Cotuit, MA 02635 •508-428-8442 SOLAR SYSTEM SCHEMATIC RETURN ROOF JACKS COLA 23 COLD SUPPLY (� 3 UNE S e4 as II 4 Ilu FEED I II 6 19 I 7 I i 9 1) SOLAR COLLECTOR 2) AUTOMATIC AIR VENT I COLLECTOR SENSOR 3) TEMPERATURE GAUGES 4) CHECK VALVE 5) ISOLATION VALVE 6) GLYCOL LOOP PRESSURE RELIEF VALVE 7) GLYCOL PRESSURE GAUGE 8) EXPANSION TANK 9) GLYCOL FILL VALVE 10)PURGE VALVE 11)GLYCOL DRAIN VALVE 12)CIRCUALTOR ISOLATION VALVE 13)CIRCUALTOR 14)CIRCULATOR ISOLATION VALVE 15)TANK DRAIN 16)TANK SENSOR 17)N/A 18)CONTROLLER 1 1 , $`cl N Es JT�RTHI � To 5 G�tiE t r I , Lft'6 /HOU�NG MDUM'vSrJG C Li' C,Rcov E 5---A-*J DOFF r 4-,� 6 . Aug 2710 03:06p (:V I UI I ,VLAK D • 11 �(�(9j�(�3 SEP 0�.1 REC'D To whom it-may Concern: "" D I,Daniel E.Braman,Registered Engineer,have considered the structure spec' y site at 250 South Wmds%'ept Way,Osterville,Massachusetts for Gerald Blakeley to be of adequate engineering to support the weight of 36 solar photovoltaic panels from Evergreen solar(ES-A 200watts)weighing 2%pounds per square foot. 5 t Benefits of RoWrae Pabenta 36DAM • Each system eng-meered and load tested to 50 Mq.fL.equivalent of 125 in winds per 2007 C8C 12M IBc to ensure safety and quality • Spans 4 foot on center with 1-U2"tap Roofrrae rap,6 hoot on center with 2-1 PP tall RootTrae rail • Of Approx.10 years of installer preferred design • Aluminum and stainless steel components for corrosion resistance and strength v �� D !E WE used 2.5"heavy duty rack directly lagged to rafters ra PROSolar 1 3 How are your products tested? There are two types of testing performed on all of our products . . System Static Load Testing All ProSolar mounting systems are installed with modules onto a representative structure and load tested to a specific load pressure (Ib/ftz) in both the positive and negative direction.These loads vary between 30- 55 lbffe which results in typical loads of approidmately 3,000 lbs. on a panel of 4 modules.All testing is performed with a stale licensed Professional Engineer. These loads are relative to 100-130 mph wind speeds per the 2007 Califomia Building Code and 2006 International Building Code. Aug ti I uJ:uop VV IV I I JVL r% wv-wvi .. Attachment Laboratory Testing All ProSolar structural attachments are independently laboratory tested to failure to determine the ultimate load values. These two types of tests verify all ProSolar mounting systems can withstand the applicable loads when used with ProSolar structural attachments. The following photo illustrates the importance of ProSolar's rigorous engineering and testing.The photo was taken of a Florida roof in 2005 after a hurricane.The 100+ mph winds tore off existing roofing material, yet the RoofTrac@ mounting system re nains completely unaffected_ 'f mill r _ r Photo Courtesy of Shap Electronics Corporation r 2 7 10 Layoutof this ...4m:� =.`•� l� - I o.Aa::cam.• W it `•` \�,�.��- \ _ �-. - I - 1. 1 ate D. 250 Windswept Way, Osterville 8/20/ 10 , j ........... ....................... ...................... ............ ....... UPS= ........... _ W 1 Aug 2710 03:05p GU I UI I JULAK To whom it may Concem: I,Daniel E.Braraan,Registered Engineer,have considered the structure specific to the site at 250 South Wmdsv<<ept Way,Osterville,Massachusetts for Gerald Blakeley to be of adequate engineering to support the weight of 36 solar photovoltaic panels from Evergreen solar(ES-A 200watts)weighing 2%polmds per square foot. �.fig• _ w 1; 9eneets of Roofrrae Pawnta.30VM • Each system enshwered and load tested to 50 U*q.iL.equWala t of 125 m winds per 2W7 CSC 12m IBC to ensure safety and qua5ty • Spans 4 foot on center with 1-la,tan Roofrrae rag,6 foot on center with 2-117 tau Roofrrae rat • Approx.lo years of installer preferred design mA► = • Aluminum and stainless steei components for corrosion resistance and strength WE used 2.5"heavy duty rack directly lagged to raftersteF'" J v PROSblar How are your products tested? r 0 w There are two types of testing performed on all of our products System Static Load Testing All ProSolar mounting systems are installed with modules onto a�t—z representative structure and load tested to a specific load press6V in both the positive and negative direction.These loads vary betn 30- 55 IbMe which results in typical loads of approximately 3.000 lbs. on panel of 4 modules.All testing is performed with a state licensed 7 Professional Engineer. i These loads are relative to 100-130 mph wind speeds per the 20 ,:s California Building Code and 2006 International Building.Code. Aug L/ I wl:uop liV I VI I OVLAM wv �..... .. r•- i lIIYOf Attachment Laboratory Testing All ProSolar structural attachments are independently laboratory tested to Failure to determine the ultimate load values. These two types of tests verify all ProSolar mounting systems can withstand the applicable loads when used with ProSolar structural attachments. The following photo illustrates the importance of ProSolar's rigorous engineering and testing. The photo was taken of a Florida roof in 2005 after a hurricane.The 100+ mph winds tore off existing roofing material, , yet the Roofrrac®mounting system remains completely unaffected_ �r Photo Courtesy of Sharp Electronics Corporation .. Layout of this array �s rl`:tip -� , _.._—�-_•_'_:�c..-_�. Date _ice..�. _- I• i. �. 't ::+c` I i i - Daniel E. Braman COTUIT SOLAR P.O. Box 89 • Cotuit, MA 02635 • 508-428-8442 • Fax 508-428-8441 • www.COtuits0lar.COf11 250 Windswept Way South—Gerald Blakeley 36 Photovoltaic panels (2 %21bs/ftz)to be flush mounted on upper roof I E- I 4 . 1 s{ Quality renewable energy Solar F a systems since 1988 kbamD Installers i�i Installer Design, installation, service Cert#031409-40 Solar Thermal, PV, Wind Conrad Geyser Cert#ST032407-B Conrad Geyser Gey w 6 � x a C4o rm &r ........................................................................................................................... lse Seled tooljor pick one thinq_to n—jmtate Im AM" � t i eve rg ree n sola r Think Beyond. f7 E S-A SERIES 200, 205 & 210 w f Best power tolerance available photovoltaic panels A range of high quality String RibbonT"' solar panels offering exceptional performance,cost effective installation and industry-leading environmental credentials made with our revolutionary wafer technology. i •No power below nameplate Never pay for power you're not getting •Get up to 5W more than nameplate* For enhanced field performance I •Industry's lowest voltage per watt rating Delivers the most cost-effective installs •UL4703 certified cables For use with the highest efficiency transformer-less inverters • New extended length cables Eliminates home-run wiring I • New lockable connectors** Complies with the latest codes for accessible arrays i •Most extensive range of mounting options Allows installs virtually anywhere and anyhow •Smallest carbon footprint of any manufacturer For the greenest of the green • 100%cardboard-free packaging Minimizes job site waste and disposal costs r- "��� •5 year workmanship and 25 year power warranty*** II i, 1 Born in the USA i *Maximum power up to 4.99 W above nameplate rating;—Locking sleeve not supplied with the panel.' —For full details see the Evergreen Solar Limited Warranty available on request or online. This product is designed to meet UL 1703,UL 4703,UL Fire Safety Class C,IEC 61215 Ed.2 and IEC 61730 Class A standards. String Ribbon is a patented technology and registered trademark of Evergreen Solar,Inc. , I jz4�. 1 Electrical Characteristics Mechanical Specifications Standard Test Conditions(STC)' PANEL ID LABEL ES-A-200 ES-A-205 ES-A-210 i -4•0 -fa2* -fa2* -fa2* 4.9 az Pmpz 200 205 210 W ,° ` Pemamnm -0/+4.99 -0/+4.99 -0/+4.99 W e JUNCTION BOX ' --a " (IP65) 7 PANEL ax 0.16 Pmp,max 204.99 209.99 214.99 W $RIAL NUMBER HOLEUND NG O O P.p.min 200.00 205.00 210.00 W Amin 12.7 13.1 13.4 % ° ° Ppm3 180.6 185.2 189.8 W CABLES n°awG, ° Vmp 18.1 18.4 18.7 V w-WIRE) Imp 11.05 11.15 11.23 A v V« 22.5 22.8 23.1 V ° ,ox 0.26 lu 12.00 12.10' 12.20 A PANEL MOUNTING HOLE LAB EL BEL FOR VV BOLT Nominal Operating Cell Temperature Conditions(NOCT)4 ° MC-LOCKABLE o CONNECTOECTO TNOCT 44.8 44.8 44.8 DC I RS (TYPE 4) Pmax 146.4 150.1 153.7 W 1 ° (I ('> 1 Vmp 16.7 16.8 17.0 V 1 ALEAR UMINUM DIZED FRAM 1 12x FRAME Imp 8.76 8.93 9.04 A 3 ALUMINUM FRAME o DRAINAGE HOLE T o, V« 20.5 20.7 21.0 V ° 1. 9.60 9.68 9.76 A I �;.---a.1L { 1000 Win',25T cell temperature,AM 1.5 spectrum; All dimensions in inches;panel weight 41 Ibs Maximum power point or rated power 'At PV-USA Test Conditions:1000 W/m',2o'C ambient temperature, 1 m/s wind speed poly-crystalline product constructed with 114 silicon solar cells, anti-reflective '800 W(mT,20°C ambient temperature,1 m/s wind speed,AM 1.5 spectrum tempered solar glass,EVA encapsulant,polymer back-skin and a double-walled f-framed,a-low voltage,2-man blue(textured)cells anodized aluminum frame.Product packaging tested to International Safe Transit / Association(ISTA)Standard 2B. All specifications in this product information sheet n1 Low Irradiance conform to EN50380. See the Evergreen Solar Safet)6 Installation and Operation The typical relative reduction of module efficiency at an Manual and Mounting Design Guide for further information on approved installa- irradiance of 200W/mz both at 25°C cell temperature and tion and use of this product. spectrum AM 1.5 is 0%. Due to continuous innovation,research and product improvement,the specifica- tions in this product information sheet are subject to change without notice. No Temperature Coefficients assumes can be derived from this product information sheet and Evergreen Solar assumes no liability whatsoever connected to or resulting from the use of any a PmP -0.45 %/°C information contained herein. a Vmp -0.43 %/°C I Partner: a Imp -0.02 %/°C i - a V« -0.32 %/°C a 1. -0.003 %/°C System Design Series Fuse Ratings 20 A Maximum System Voltage(UL) 600 V s Also known as Maximum Reverse Current QELECTRICAL EQUIPMENT ES-A200 20 CHECK WITH YOUR INSTALLER _ _ 5_210_US_010908;effective September 112008 Worldwide Headquarters Customer Service-Americas and Asia 138 Bartlett Street,Marlboro,MA 01752 USA 138 Bartlett Street,Marlboro,MA 01752 USA Evergreen Solar,Inc. T.+1 508.357.2221 F:+1 508.229.0747 T.+1 508.357.2221 F:+1 508.229.0747 www.evergreensolar.com info®evergreensolar.com sales®evergreensolaccom .- i I I I i i i r 4 t �.. f M i y �xkc `Sty T 1. r 3 1'.,Ic-p 1 004 141':,l. PIC-.- I . - 1 1. f-I t-4 t-44 1 0 1 GROC3, Z 063-5..,'100 _ �=�ti� f ` 1r i �. ,�. 935 1 00 1 N N N4 1-09 GRO8 7063.5/100-0 -��� /i � z �� � ` I ,��i: N�: �� d � �.,y(� � � ��7] Yy �1�� rt,` 'A Z h�� R9 I-"-� 004 N N N-1417 CiRC18 ?061-!f,.1 CIO- 0 � sc s � c p� r �i�idCN" I A IC 1,t'.-.--1-4 -P-Al, GN I", OC14 H f-I H I NN CiRCIR ?-067,,5.-'1(10, 0 i 14 to ®�_ ® ® ® ® ® ® ® ® ® - FM KIM Hill --- fill MLAD, = a a in - Residence for: Gerald & Lucy Blakeley 250 Windswept Way, Oyster Harbors, Ma. ENGINEERING BY: DESIGN BY: SITE ENGINEERING BY: NORTHSIDE TAYLOR DESIGN ASSOCIATES DESIGN CapeSury 28 BARNSTABLE ROAD NYANNIS, MA. ASSOCIATES 7 Porker Rood (508) 790-4686 Osterville MA 02655 (508) 420-3994 / 420-3995fox DISTINCTIVE RESIDENTIAL & CCIAMERCIAL DESIGN www.copesurv.com 141 MAIN STREET • YARMOUTHPORT • MA 02675 (508) 362-2210 ; (508) 362-9802 LIST OF DRAWINGS SHEET A.1 FIRST FLOOR PLAN SHEET A.2 SECOND FLOOR PLAN SHEET A.3 FOUNDATION PLAN SHEET A.4 ELEVATIONS SHEET A.5 ELEVATIONS SHEET A.6 BUILDING SECTIONS SHEET E.1 FIRST FLOOR ELECTRICAL PLAN SHEET E.2 SECOND FLOOR ELECTRICAL PLAN 11 SHEET 1.1 INTERIOR ELEVATIONS SHEET 1 .2 INTERIOR ELEVATIONS SHEET 1.3 INTERIOR ELEVATIONS r . 1 B A.6 11'-6• 12'-6y'(./-) EXISTING EXISTING A 29'-4' (•/-)EXISTING '1' EXISTING 17--1' ./- EXISTING 7'-2• EXISTING TREE TO A 6 BUILD NEW DECK 4Hp gI[p9 AROUND CENTER ON RIDGE (11r1 CENTER ON RIDGE lolls, S'-O' I REPLACE EXISTING SLIDERS NEW STEPSITO GRADE NEW STEPS TO GRADE BENCH FWGPOBO F BOBO PHG�080 _ EXIST.STOW!WALL AND STEPS 0HP4252 DHP4257 LINE OF EXIST.DICK Oi lrM1 /2 i q'-6Y' 6'-6y' 6'_f{V• 4r_I ? n 4� NEW IRALId-IN BAY WINDOW g ax ii II _ NEW EXISTING' c � -=a _____ ___ SU 00 '� DECK b m it z ail l'I ______ _________ (DOWN Qrl[STEP) v (IN EXIST. DECK LOCATION) F c I1' i'I R' rrlr z _ jq ___:=�aaaax_x__=- .A-6; I Z A ENOVATED V o (B' 1/2'CEILING HT.) 17'-1' ./- EXISTING [TO BEAMS c c m - 0- r CENTER ON DORMER ABOVE — -- — ;--- s'-oy• s'-oy r ii'il NEH ENOO V AT Il LIN M as i!1J aaaaaaxaxxaax_________________aaaaaxx E o IIII PERGOLA--- I I F Lt G ------ -- �- CEILING'NT..).__ • f jl I OVER EXISTING WITH-BEAT-LS-- N /HG2961i9 PW 60611 "pPWGa96ItS m PATIO a— --_----::::aa_— _ _ 4'-�• -ov _ S'_ID• ---- I 1 1`u .—__ _ • pDj li;'; II ______J 11 � i W STEPS EXISTING - I ---- m _ MET i BAR GLIDING-DOORS_-- ____ m JT ;. RENOVATED PATID : FAMILY ROOM RENOVATeD BREAKFAST (7'- A„ - I 'CEILING TIT.) •� I � KITCHEN Boc = caaj,� x. ..:..:..::..aaaa4a= --a_--_-: •. (B'-O•CEILING WT.) i I D E — , — - TONGUE AND GRowE NODD .: 9:' � p 3 R 01 DUAL 9'-O' IEOU4L EXIST.STOW WALL D STEPS O ON V O I rL- is WRAP AROUND' 9'-0' W-o: I wl I NEWT I ..� STEPS TO GRADE . K I h all IX PANT([Y DRAWS i DESK PI IF CENTER ON STONE WALL -- -- _ I ' ' rup B A ®® O I NEW 4,_0, NOTE. LAV u T. D " a i O i W/D CL :EXIST.WD WIDEN EXISTING STONE STEPS WERE EXIST I I I I }q� I FI L �6®�® NEH I I n AND RE-BUILD AS NECESSARY CL `E I GI EY _ ZCA.--1J o O EXIST. 6K Q_L_ 7.w I I 6-q'C, 9 A. TOY' AEIUP Ea ALL EXISTING WINDOWS TO BE REPLACED 1 rTRENOVATED ' WITH ANDERSEN 400 SERIES WOODWRIGWT I I oI I I -� I MUD/ ENTRY o EXISTING WINDOWS OR EQUAL.4NDERSEN REP. TO 1 I I I v I I ( 7,1 �I� m ENTRY VERIFY WINDow SIZES forz ORDERING 1 I I I 1 h PRICING, TYP. I i I 11 I I w II - 1 m CONTRACTOR NOTES, I I I I� I r-- ----1 -- w 1 1 1 I I h I I IV 'L I.REPLACE EXISTING WINDOWS WITH ATC14DOUBLE-GLAZEDN ANDER WI WOODWRIGHTONLY, If WINDOWS, USE AL AIR CONDITIONING SYSTEM T THE NEW BAY WINDOW ONLY, INSTALL CENTRAL AIR CONDITIONING BYSTQ'1 TO RGI'IOV[MOISTURE, I I I RELOCA,ED DOOR N[W WOW AIR FILTERST SEVERAL ZONES I I I i NEW ISTEpS REPLNOTEACE AND ROOF AROUND ALL EXTERNAL DOORS MATERIALS AROUND EXTERNAL DOORS EXTERIOR_ I I NEW UNDERMOIINT 1.CONTRACTOR TO INSULATE ALL EXTERIOR WALLS WITH BLOWN IN CONTRACTOR TO REMOVE DOUBLE-SINK CELLULOSE INSULATION. I BRICKS ON STEP•REPLACE NEW CORIAN W/WOOD SLEEPERS 1 MAHOGANYCOUNTER-TOPS a. REPLACE ALL DEFECTIVE TRIM MATERIALS AROUND EXTERNAL DECKING ON STEP 1 RAILS. A9 SHOWN, 1 I I l DGE S. REPLACE GUTTERS FOR LARGER CAPACITY ALUMINUM GUTTERS, KITH I D'-O' a''�'• DOWNSPOUTS TO DR L.9 DRAIN INTO ORYWEL . I CONTRACTOR TO MEASURE 1 4.INSTALL YIA� NARY SLAB CAp ON CWIMNIY AT SOUTH!ND OF Ng19E I FIELD DETERMINE LAYOUT OF SAME DESIGN A9 EXISTING MAIN CHIMNEY TO BE DEMOLISHED. �_- _-� WALKWAY s. PAINT FRONT OF HOUSE LIGHT YELLOW WITH WHITE TRIM, REPLACE WALL KEY WITH s1j'EXPOSURE CLAPBOARD. 6, REPLACE EXISTING SIDING ON SOUTH, WEST AND NORTH WITH PRE-DIPPED NEW WALKWAY TO HAVE WHIT!CEDAR.COLOR TO SELECTED B7 OWNER, WITH WHITE TRIM. ADD Q DOOR SCHEDULE Q CONTRACTOR TO MEASURE 1 WIDE GRANULAR STEPS I EXISTING WALLS TYVlK OR EQUAL BEHIND SIDING. FIELD DETERMINE LAYOUT OF LESS THAN 7' IN HEIGHT _ 7.ADD RAILINGS FOR BOTH FROM AND KITCHEN ENTRANCE WALKWAYS NO MANUFACTURER TYPE SIZE REMARKS WALKWAY C__ __] WALLS TO BE REMOVED A9 SHOWN, - 0. DECK LA NORTH SIDE OF BUILDING E T DEMOLISHED AND RE TERRACE VCTlD / i PANEL PINE WOOD a'-B'x6'-0' PROPOSED WALLS PER PLANS INCORPORATING NEW STEP TO GRADE AND PATIO TERRACE ON 6 PANEL PINE WOOD a'-616'-B' WATER BIDE OF HOUSE p T.B.D. 'L CONTRACTOR TO INSTALL NEW PATIO TERRACE APPROXIMATELY 6'-0'WIDE 9 T.B.D. PANEL PINE HOOD 1'-6'x6'-B' IN PROM OF THEB HOUSE ON THE WATER SIDE BETWEEN BEGINNING AT THE EDGE OF THE SUN ROOM AND CARRYING AROUND TO THE END OF THE NEW DECK. ♦ CUSTOM PANEL PINE WOOD ELECTRICALI B 1. INSTALL SECURITY SYSTEM FOR FIRE, COLD TEMP, BREAK-IN, ELECTRICAL A 6 WATER SWVT-OFF BOTTOM. a. INSTALL GFCI OUTLETS IN ALL BATHROOMS(FIRST AND SECOND FLOORS) S. INSTALL EXHAUST FANS VENTED TO OUTSIDE IN ALL SECOND FLOOR BATHROOMS. 4.REMOVE BATHROOM WALL HEATERS. INTERIOR WALLS OF BATHS TO HAVE WAINSCOTING COVERING UP TO CHAIR RAIL WEIGH WITH BEAD BOARD, SIAM AND LOGL BUCDM CMS VARY 6'DALE: DATE REVISIONS D AA•" "` R+Y• ou[To 0. REPLACE BATHROOM MEDICINE CABINETS AND WALL LIGHTS. THIS PLAN INVALID nxs M uARY otlo]l YARIAMES sua COPYRIGHT UNLESS ACCOMPANIED > .."�°�`cowl "�- NORTHSIDE FIRST FLOOR PLAN 6. INSTALL DIMMERS ON LIGHT SWITCHES(KITCHEN, DINING ROON). Gtio Y IWR M A6055�gIIY 0 NORTHSIDE HEREBY E%PRESLY BY A COMPLETE SET OF DESIGN D._.M.ISvccR ,a COISIRUEDON 7. REMOVE NON-USED HIRING IN B46EMEM. SUMRN9PA [IL R TRSID[DES101 DESIGN RESERVES ITS COMMON LA* 0 1 2 4 B CONSTRUCTION DOCUMENTS Assuu[s ND R[5v0115®IIIIY DR u"Ran COPYRIGHT. THESES PLANS ARE NUMBER OF DRAWINGS IN SET: I m TotFMXSy 1.Smokoss a TK ASSOCIATES NOT TO BE REPRODUCED PROPOSED ADDITIONS TO:DRAWN RAMS oR STRDDIDNAL DEnCD RS IN CHANGED OR COPIED IN ANY DATE: SHEET NO. M xsoL NORn.smt D[Sip•ADYIstz FORD OR MANNER WHATSOEVER B LAK E L EY RESIDENCE AI BErOR[coUTVAE No CowSIRUCRDN WITHOUT FIRST OBTAINING THE A. I n'Es[vuws e[TAxw ro Taw LocAL DISTINCTNE RESIDENTIAL 6 COMMERCIAL DESIGN E%PRESS WRI7TEN PERMISSION OYSTER HARBORS l0/13/09 CHECKED BULDwG OEPARTN[Nl ARo/oR Nsv[CfoR 1.1 ILIN STREET•YARVOUTHPORT• MA 01673 rw R[N[M ANo AvvaovAL R[cAR01Nc ANT AND CONSENT OF NORTHSIDE POSSrBL[o15aLP[IID[S N SmIKIURAL Isoe) 10 (SOB)l6]-9W2 DESIGN. OSTERVILLE, MA, I { 29'-4- 22'-%Y'_2 I-------------------------------------------------------------------------------------------------------------------- ----------------- CONTRACTOR TO REMOVE 4 RELOCATE EXISTING SHE P ROOF B WINDOW BALCONY A.6 CONTRACTOR TO REMOVE I'Wr6oso EXISTINISTHEATER FROM BATHROOM __________________ , SLIVER H TO NEW EXIST.WD�� FILL-IN I EXIST. W W NE ON LOCATI EXIST. SAVE CL 5TORA L A --------------- -------L-- --------------------- -------------------------------------------------------- ------------ VERIF'r- - ------- C"Im. NEW RENOVATED Lz Ll I I I I WALK-IN LNEW ..... RgNOVATED I BATH I CLOS 14ALF WALL g Klof AT r EXISTING M.EILRI . I EXISTING 31 E I N,-----_----_-- BEDROOM ROOM 0 A BED 2 Boc NEW WINDOWS -- ------- NEW TO BE 301 OFF FLOM z -11 ---------------- , I— ; — D LIN MASTER (D: BATH NEW BUILT-IN COUNTER 2 z (01 EXI 1T. ID IST.IST. (D, ci; dL ISTING LIN RENOVATED CONTRACTOR TO REUSE L CLOS LOS d EXISTING NTERI— WHEREPOSSIBLE ------------- ---------------------------- ------------------------------------- ---------------------- ----------- - ----- CONTRACTOR TO REUSE 5 ORAGE I---—-------------------- rXIST4NG4KTE`lm-DOORs.----------RALLWAY------—------------------------------- —---------------------------------- --- ---- WHERE POSSIBLE --------------- ------------------ JfA DOORS T��AGE ----------- --------- --------------------- JON F E . w LINEN z G F CONTRACTOR TO Ck aS DOOR OFFICE ELOCATE EXISTING L z RENOVATED L_____----- rzz x< AREA POR z_j CONTRACTOR TO DROP CEILING FOR FUTURE DUCT WORK. NOTE. ALL EXISTING WINDOWS TO BE-REPLACED L • ------ WITH ANDERSEN 400 SERIES WOOOHRICNT EXISTING r WINDOWS OR EQUAL.ANDERSEN REP.TO ---——----------------- BEDROOM 10 F CL ij VERIFY WINDOW SIZES FOR ORDERING IT PRICING, TYP. RENOVAT OPEN To BELOW H E BATH CO?TRACTOR NOTES- 1.RE PLACE EXISTING WITH DOUBLE-GLAZED ANDERSEN WOODWRIC"T •---- , USE ERSEN STROF-WIATC14 ON THE NEW BAT WINDOW ONLY, NMI.ITDOHLSCENTRAL AIR CONDITIONING SYSTEM TO REMOVE MOISTURE, AL AT�FILTERS,SEVERAL ZONES fN TERIOR: F"i I. RACTOR TO INSULATE ALL EXTERIOR WALLS WITH BLOWN IN 4'-0' 1 LULOSC INSULATION. 2.R ACE ALL DEFECTIVE TRIM MATERIALS AROUND IDITERNAL DOORS A S"06"IN. CONTRACTOR TO REMOVE EXISTING NEATER FROM S.R 9 GUTTERS FOR LARGER CAPACITY ALUMINUM GUTTERS, WITH BATHROOM SPOUTS TO DRAIN INTO ORYWELLS. 4. 11 TALL MASONARY SLAB CAP ON CHIMNEY AT SOUTH END OF HOUSE DESIGN AS EXISTING MAIN CHIMNEY TO BE DEMOLISHED. 5. NT FRONT OF HOUSE LIGHT YELLOW WITH WHITE TRIM, REPLACE WALL KEY NI W 3 4 EXPOSURE CLAPBOARD. B EXISTING WALLS 6 1 SIDING 1:1%11,.�ITA""'WITH PRE-DIPPED ACE EXISTING SELECTED OWN A.6 TE CEDAR.COLOR TO SEL !R', WITH WHITE TRIM. ADD 0 DOOR SCHEDULEC :1 WALLS TO BE REMOVED EK OR EQUAL BEHIND SIDING, 0 7.A D RAILINGS FOR BOTH FRONT AND KITCHEN ENTRANCE WALKWAYS NO MANUFACTURER TYPE SIZE REMARKS PROPOSED WALLS 6. 1, SHOWN. f T.B.D. &PANEL PINE WOOD K ON NORTH SIDI!OF BUILDING TO BE DEMOLISHED AND RECONSTRUCTED P PLANS, INCORPORATING NEW STEP TO GRADE AND PATIO TERRACE ON 2 T.B.D. W,TER SIDE Of HOUSE. 6 PANEL PINE WOOD CL C(NTRACTOR TO INSTALL NON PATIO TERRACE APPROXIMATELY 6*-Oo WIDE 3 T.B.D. IN FRONT OF THE MOUSE ON THE WATER$109 BETWEEN BEGINNING AT THE PANEL PINE WOOD I' CC;9 OF THE SUN ROOM AND CARRYING AROUND TO THE END OF THE NEW DECK. 4 CUSTOM PANEL PINE WOOD EL :CTRICAL: I. IN TALL SECURITY SYSTEM FOR FIRE, COLD TEMP, BREAK-IN, ELECTRICAL W,TER SWVT-OFF BOTTOM. 2. IN TALL GFCI OUTLETS IN ALL BATHROOMS(FIRST AND SECOND FLOORS) 3, IN TALL EXHAUST FANS VENTED TO OUTSIDE IN ALL SECOND FLOOR BATHROOMS. STATE AO L� CODES V 4,RE 10VE BATHROOM WALL WeATERS.INTERIOR WALLS OF BATHS TO WAVE THIS PLAN INVALID DATE REVISIONS �Ml J5�,THE C�M. WE To COPYRIGHT dCALE: 1/4"=l'-o- MS nNTJ WAM.Lr.11TC AT— W,INSCOT3NG COVERINGLUP TO CHAIR RAIL HEIGHT WITH BEAD BOARD. UNLESS ACCOMPANIED — ITCAUt 'l,ar NORTHSIDE NORIIHSIDE HEREBY EXPRESLY SECOND FLOOR PLAN 5.-RE PLACE BATHROOM MEDICINE CABINETS AND WALL LIGHTS. CONSTRUCTION A COMPLETE SET OF DESIGN C-sm�Cl`CAI ITT,cvA.,,,txcm RESERVES COMMON LAW a DIMMERS 0.LIGHT SWITCHES(KITCHEN, DINING ROOD, ONS7RUCnON DOCUMENTS. — S,,"Vt.sft EX_ NITITI.SCE Drs,cNI COPYRIGHT. ITS 0 1 2 4 AS9ATLS THESES PLANS ARE 6, IN TALL NUMBER OF DRAWINGS IN SET: FM AW�NoR[=rfAVU&S"&=[VD DESIGN 7.RE'IOVE NON-USED HIRING IN BASEMENT. DRAWN m ITT t,,,TcITrs m mhssw�N THE S NOT 70 BE REPRODUCED CHANGED OR COPIED IN ANY PROP ADDITIONS TO: DATE: SHEET NO. KAATS W 3711TACIIIIIAL CTEnC0D;CTES m ASSOCIATES FORM OR MANNER BLAKELEY RESIDENCE= A%rm K90,.�S .A IT= WHATSOEVER rwSC PLAITS TIC .EN io=."Z' DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN WITHOUT FIRST OBTAINING THE CHECKED 11�0 I)ES"All EXPRESS WRITTEN PERMISSION OYSTER HARBORS 10/13/09 141 "N STREET-YARWOUTHPOR7-,MA 675 IS,, (508)362-2.210 Ism) 3TSTC-2 AND CONSENT OF NORTHS4DE A.2 qW2 DESIGN. OSTERVILLE, MA. B A.6 A A.6 y 4 CENTER ON F%1ST. RIDGE CONTRACTOR SHALL F MAINTAIN 48'MINIMUM D' TNK X 4'-0• 9'-O' 10'I B' 3'- FOOTING COVERAGE O' CONC. WALL ON CON'T 16•vS' CONE. y_4- FOOTING _— — b—--------_____.r____________________ b tv ITT i CRAWL)SPACE -- !--- ----- --- IIXISTING NEW NEW CONCRETE I+OURCD FOUNDATION CRAWL SPACE WOOD DECK WALL UNDER NE1♦f PAT WINDOW (IN EXISTING LOCATION) m CONTRACTOR TO LEVEL AND EXISTING PROVIDE m!RESARS• INSTALL Z'DUST CAP AT ALL CRAWL IZ•O.C.VERT IN SPACE AREAS. CRAWL SPACE EXISTING FOUND. WALL NOTE. CONTRACTOR TO LEVEL AND INSTALL T DUST CAP AT ALL CRAWL �p —_— —________ p SPACE AREAS. ; � n A M1 IADD NEW SUPPORT IN A.6 E%ISITNG STONE WALL o FOR NEW COLUMNS. EXISTING t " CRAWL SPACE EXISTING IXISTING f-----�—�— �- CHIMNEY FOUNDATION TO REAMAIN a� FULL BASEMENT FULL BASEMENT CONTRACTOR TO LEVEL AND r----------- , : -- i INSTALL Z'DUST CAP AT ALL CRAWL I I I I EXIST, AREAS. m I 5'.8' PIER, TYP. 'p � EXIST. POST —__-__ _—___ ---_-____-____�_________�________ 4'-4•TALL FNDTN LL.HA " : N000 FRAME WALL - r CENTER THIS EXISTINGPOST I I I i i' ON EXISTING HALL— -- 11 I 1i it ii W-Z 1/2'TALL CONC.FNDTN.HALL I I WOOD FRAqHE WALL UP i UP IXlsrlru IXISTING CRAWL SPACE i CRAWL SPACE NOTE EXISTIIIIG CONTRACTOR TO LEVEL AND FULL!BASEMENT INSTALL Z'DUST CAP AT ALL CRAWL I SPACE AREAS, i ! i NEW LANDING AND 8TEP5 480✓E TYPICAL NOTES: e' D STRUCTURAL ENS COMPLETE E E AN TO PR PERFORM FRAMING INSPSECTION WHEN FRAMING IS COnPL ETE AND PRIOR TO ENCLOSURE BY INTERIOR HALL PLASTER BOARD/FINISH. CONTRACTOR SH CH ALL SCHEDULE AND PROTECT FORM WFAT14ER ALL EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE NECESSARY TO INSURE SUCH PROTECTION, CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER OF ANY DESCREPANCIES AND/OR CHANGES TWAT MAY BE ENCOUNTERED. CONTRACTOR SMALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ SNORING ETC.TO MAINTAIN/PROTECT EXISTING MOUSE AND STRUCTURAL INTEGRITY OF EXISTING HOUSE. CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS A 6 AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS - WORK PROGRESSES. B saR AwD Law K C cools vApv b'CALE• 1 4'=1'-0' DATE REVISIONS a+u..Dross TW COMM,VAMM w[ro THIS PLAN INVALID Iw5 AwD tl+wr OagN VAp1A61[S 7UL9 COPYRIGHT UNLESS COMPLETE SET "IA p+�5OLc0N01 s - NORTHSIDE FOUNDATION PLAN Dwc u+I[mus ra Alcosvpun°[ NORTHSIDE HEREBY E%PRESLY By A COMPLCiC SE7 OF DESIGN a-vrt—Ec—a cpwslwucrlw DESIGN RESERVES 178 COMMON LAW 0 1 2 4 9 CONSTRUCTION DOCUMENTS. wv[n=" ItC- '�ITI�[D[SKN AswVrs wo LTSpOwLBIUTY DR u+CAITr COPYRIGHT. THESES PLANS ARE NUMBER Of ORAWtNGS IN SET: I fOw+NrlOSYSMD+UAMSNQ.Rp[D ASSOCIATES NOT TO BE REPRODUCED PROPOSED ADDITIONS TO:DRAWN R°UC.s°D`n s°alsxl°Aup um,DrcKl-m CHANGED OR COPIED IN ANY DATE: SHEET NO. ra oIT, wowmso[DLsw.Dvrs[s FORM OR MANNER VMATSOEVER BLAKELEY RE rw+r pLrCwc couuaowC towsrpucCaL WITHOUT FIRST OBTAINING THE RESIDENCE DENCE „ C¢s[cows R I+a[w ID roue LDC+L DISTINCTIVE RESIDENTIAL B COMMERCIAL DESIGN M PRESS WRITTEN PINING ON OYSTER HARBO 10�13/09 CHECKED elanwc p[oAPNCMi uq/op NSOCCfOR 1.t LIMN STRCR YARMOUTNPoRf MA OZ673 RS Ipl p[VSW+wD APRroyAL IKEN10Np ANY (S09)Xa2-uIo (SDa)sea-p6oZ AND CONSENT OF NORTH90E N>SLBt[D�s[w(PCNOCS N SipUCNNK oESICN. OSTERVILLE, MA. ' NEW DOWNSPOUTS AND GUTTERS LARGER CAPACITY, DRAIN INTO DRYWELL9 NEW MASONRY CAP ON EXISTING CHIMNEY REMOVE EXISTING CHIMNEY 1 I NEW 4' EXP.R.C.CLAPBOARDS I I (FRONT ONLY) I I NEW WHITE CEDAR SHINGLES i] W/BLEACHING OIL TO REPLACE 17 10� EXISTING PAINTED SIDING 10 DORMERS ONLY 12 _ EX19T.SECOND FLOOR CLG. NEW PERGOLA AND TRELLIS WORK ® ®.® n � EXISTING SECOND FLOOR .EXIST.FIRST FLOOR CLG_ REDO EXISTING IF! FITB � � �� �� fHl � � ® ® ® ® � STEPS AND RAIL _® _ � � � ��{ NEW OUTDOOR SHOWER — — — Li HEN''.NDW 1 .t _-- EXISTING 4 LOOR exlanlu [Y1� STONE HALL y'•;/' .Q NEW HAND RAIL LINE OF PATIO BEYOND ADJUST WIDTH OF STONE STEPS AS NEEDED mare REPLACE EXISITNG DECK AND BENCH LINO Of GARDEN REPLACE XT DEFECTIVE MATERIALS � \ 7'-0' NEW WRAP AROUND STEPS TO GRADE BEYOND AROUND EXTERNAL DOORS FRONT ELEVATION ALL EXISTING WINDOWS TO BE REPLACED REMOVE EXISITING CHIMNEY WITH ANDERSEN 400 SERIES WOODWRIGM RELOCATED ENTRY WINDOWS OR EQUAL ANDERSEN REP.TO WITH NCW COLUMNS AND'ROOF li BEYONDVERIFY WINDOW SIZES FOR ORDERING ToTRIM DETAILB—T CH'EXISTING PRICING, TTP. NEW CAP ON EXISTING CHIMNEY - CONTRACTOR NOTES- 1 I I I I.REPLACE D(19TING WINDOWS WITH DOUBLE-GLAZED 4NDERSEN WOODWRICNT I t WINDOWS, USE ANDERSEN 9TROMWATCH ON THE NEW BA7 WINDOW ONLY, I I AIRTPILTCR99�EVLERAL ZONEI9IONING SYSTEM TO REMOVE MOISTURE, NW ROUND WINDOW EXTERIOR: TO REPLACE EXIST.ON I,CONTRACTOR TO INSULATE ALL EXTERIOR WALLS WITH BLOWN IN CELLULOSE INSULATION. - '—'—'— EXIST.SECOND FLOOR CLG. _ 2.REPLACE ALL DEFECTIVE TRIM MATERIALS AROUND EXTERNAL DOORS NEW WHITE CEDAR SHINGLES -'— — — —•—.—•— — AS SHOWN EX DLCACHIN SIDING OIL REPLACE EXISTINGPAINTED SIDING 0.REPLACE GUTTERS FOR LARGER CAPACITY ALUMINUM GLITTERS, WITH DOWNSPOUTS TO DRAIN INTO DRYWELL9. 4.INSTALL M.AJONARY SLAB CAP ON CHIMNEY AT SOUTH END OF HOUSE NEW ROOF DECK 17 SAME DESIGN AS EXISTING MAIN CHIMNEY TO BE DEMOLISHED. 1p� CANTELEVER 12'PAST 0.PAINT FRONT OF HOUSE LIGHT YELLOW WITH WHITE TRIM, REPLACE WALK-IN SAY BELOW Dlllllll X. WITH B b'E%P%9 CLAPBOARD. . •,REPLACE EXISTING SIDING ON SOUTH WEST AND NORTH WITH PRE-DIPPED in WHITE CEDAR.COLOR TO SELECTED�BY OWNER, WITH WHITE TRIM. ADD TYVEK OR EQUAL BEHIND SIDING. •.............~ - .-..-^.••-,�-,.,_ _ =.=EXISTING SEfaP1D FLOOR _ 7.ADD RAILINGS FOR BOTH PROM AND KITCHEN ENTRANCE WALKWAYS �. A9 SHOWN. I 1 .. ....... """" -"—'---"'_-- EXIST. FIRST FLOOR CLG_ 0. DECK ON NORTH SIDE OF BUILDING TO BE DEMOLISHED AND®-O RECONSTRUCTED R! PLANS,P N8 INCORPORATING N!W STEP TO GRADE AND PATIO TERRACE ON W I _ i h WATER SIDE Of HOUSE... ITT NEW WALK-IN DAY WINDOW BEYOND 4 CONTRACTOR TO INSTALL NEW PATIO TERRACE APPROXIMATELY W-O'WIDE I IN FROM OF THE HOUSE ON THE WATER SIDE BETWEEN BEGINNING AT THE ® EDGE OF THE SUN ROOM AND CARRYING AROUND TO THE END OF THE NEW DECK, NEW PERGOLA AND TRELLIS loll 111I j I t L�Ir1T o ELECTRICAL: I.INSTALL SECURITY SYSTEM FOR FIRE, COLD TEMP, BREAK-IN, ELECTRICAL IJ WATER BRUT-OFF BOTTOM. 7� 41 2. INSTALL GFCI OUTLETS IN ALL BATHROOMS(FIRST AND SEC0NO FLOORS) - `�(- _ EXISTING FIRST FLOOR _ I �( I ` .—.—._.—.—,—,—, ,_� S.INSTALL EXHAUST PANS VEINED TO OUTSIDE IN ALL SECOND FLOOR BATHROOMS. 4.REMOVE BATHROOM WALL HEATERS. INTERIOR WALLS OF BATHS TO NAVE WAINSCOTING COVERING UP TO CHAIR RAIL HEIGHT WITH BEAD BOARD. o '—•II'�j%\.J_�I I�r� \n� 004,M_ _ nT �7] � �iW. , D.REPLACE BATHROOM MEDICINE CABINETS AND WALL LILMS. 7 Tr� J � 7� A. INSTALL DIMMERS ON LIGHT 5WITCHES(KITCHEN, DINING ROON). rdr (Y1� ( � r;r,�r '.:rnr g LEFT SIDE ELEVATION 7•REMOVE NON-USED WIRING IN BASEMEN, EXISTING STONE WALL AND STEPS TO GARDEN STAR µO LOCAL OUTLOOK KOOES VµV THIS vuw INVALID DATE REVISIONS ORGTLY ACRM THE COIAITRE WE ro TNs AXo uAXY oTXw YNTLA[EEs sua COPYRIGHT b'C!ALE: 1 4-=1'-0- UNLESS ALETE S T O ;TwN,�,KTL - NORTHSIDE ELEVATIONS' 1 BY A COMPLETE SET OF DESIGN ..'U NSFEFOKN oR Ea6TRuttXrl NORTHSIDE HEREBY EXPRESLY CONSTRUCTION DOCUMENTS SUAOTMSOt ETC NO"IMSOE OESXrr RESERVES ITS COMMON LAW 0 1 2 4 8 NUMBER OF DRAWINGS IN SET: f Xi irra�cs w wU.ry¢s�iIX�RRLo DESIGN COPYRIGHT, THESES PLANS ARE DRAWN �pn�gRucNR°u�AOUK3EXc¢SIN CHANGED OR COPIED NOT 10 BE CINDANY PROPOSED ADDITIONS TO: - TXE�NO"NSIGEOESXW—as ASSOCIATES FORM OR MANNER WHATSOEVER BLAKELEY DATE: SHEET N0. II OUTOEHFKTXXTuo OmXs--E 7 WITHOUT FIRST OBTAINING THE RESIDENCE CHECKED eln�aNc ocFA PIANS n`m'Ail`EN I AXOTo/M NSPfCI LMI ITT RESIDENTIAL&COWMERCRL DESIGN EXPRESS WRITTEN PERMISSION OYSTER HARBORS 10/13/09 A.4 FOR REVE'TI Alm APPRCYAL REKAR000 µV IA/ MAIN STRELT•YARMOUTHPORT•MA 02675 AND CONSENT OF NORTHSIDE POSSmE OIYA[PENOES N S`IILXwRAT (508)352-2210 (noel AB2-0002 DESIGN. OSTERVILLEI MA. 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I ■n1rw�tllrntln'1■■rl Sol■!13R■�1:1�rr1■'Irtnl/■Ir■nt■ttrrnl■rl► �/ ''■arint nWrinnrnrr1ll'Im■I■■Irllllr u■�Inn�1'u■�'r tl■ !'r11n11n.11r1Lrl 1��,- _ _ - ar�r ■■■ rua u■t�■Inmannmmunu a; t �' • .- u■ t n'1.o1c-ruu'riuuun ■all n- !■ - ...- _ ti:il'rn� 1 ulriw C � IIIIIIIIIIIII io n, ni ■�■ ■■■ I rn ■■■ ;■■ au I� ■■■ nanny m g II' Its THIS PLAN INVAUD COPYRIGHT UNLESS ACCOMPANIED BY A COMPLETE SET OF u - ® DESIGN ELEVATIONS ' 1 DRAWN PROP BLAKELEY RESIDENCE 1 1 OYSTER __•_OSTERVILLE, MA. 12 10 CONTRACTOR TO DROP EXISTING CEILING FOR PROPOSED NVAC WORK. _ _SECOND_FLOOR CLG. HT. 2.8 9 Ib'O.C, --- - .y SECOND FLOOR ASPHALT ROOF SHINGLES CLG_NT. TO MATCH EXISTING EXISTING S/B•COX SHEATHING D O O a 2 TAP DECK JOISTS TAPERED TO B' ISO BUILDING PAPER 9A T' FOR ROOF DECK Ix FASCIA W/ g CROWN MOULDING i+ �' EXISTING T` —Tn 12 Doug oug STORAGE _ SECOND FLOOR '� _FIRST FLOOR CLG.,FIT._— Ix SOFFIT _ SECOND FLOOR COR-A-VENT STRIP VENT — FIRST FLOOR CLG. 11T. LVVL HW !R DI FRIEZE EXISTING 2)2x10 WEIR ;I; BEAD BOARD FAMILY CEILING a ROOM RE U 00 REl-AV- PANTRYRENOV. 5 SW p• 6'ab' P.T. POST S'-q• o WRAPPED 10'SQUARE — SQUARE TYPICAL CAL _FIRST FLOOR 2)2.10 P.T. B•TNK IT 4'-0' EXISTING CONC. WALL ON 'v BASEMENT FON'TOTING 16'�B' CONC. PROVIDE 10'D14M. SONO- W/�ja�T B TUBE W/BIGFGOT FOOTING(BF2B) U S M N FOR COLUMN SUPPORT ABOVE CONTRACTOR SHALL VERIFY HEIGFFF w/GRADE MAINTAIN 45'MINIMUM FOOTING COVERAGE CONTRACTOR SHALL I MAINTAIN 40•MINIMUM FOOTING COV¢RAGE SECTION ASECTION STATE AND coca Bunc "'. YN+T dCALE• 1 4'=I'—O' DATE REVISIONS aaAnY ACAOss ra toARTAIT COP ou[ro COPYRIGHT SECTIONS , ,HIS PUN INVALID Tw5 AND UANY 00¢R vuMDL[5 91DI NORTHSIDE UNLESS ACCOMPANIEDAs W;AMR Algl salt tORn00y5,Dua- BY A COMPLETE SET Of DESIGN o SITEINS"cc`WN tt . NORTHSIDE HEREBY EXPRESLY I-' f DETAILS CONSTRUCTON DOCUMENTS. SI PUNS [�- No"rNso[otsrol RESERVES ITS COMMON LAW W D W AND DOOR SCI-I E D. 0 1 2 4 B Assets No atsroNslautt oR uAewtt DESIGN COPYRIGHT. THESES PLANS ARE NUMBER Of DRAWINGS IN SET: MgWEXPIMsMaftswsNn¢[o ASSOCIATES NOT TO BE REPRODUCED PROPOSED ADDITIONS TO: DATE: SHEET No. DRAWN nA6msRucnpAto[naDKasIN CHA OR MA NERCOP WHATSOE14 VER BLAKELEY RESIDENCE RK omot"oRTM ocsot ADr+ss FORT)OR WANNER WHATSOEVER nua a oD[couvtNmlc casmucnnt N1IHOUT FIRST OBTAINING THE I I rasc nuts a uca ro YWR cocAt DISTINCTNE RESIDENTIAL k COAIMERCWI DESIGN OYSTER HARBO 10/13/09 CHECKED FM RE P,AN[)/["r AjZ NSRCT 141 UUN STREET •YARVOUTHPORT UA 0267s EXPRESS WRITTEN PERMISSION RS [OR OLE W O`T APPOs N S c CWRc ANY (S" "2-W2 AND CONSENT Of NORTHSIDE - W AEST gSOKn•IL1I5 N SIRUCNRAL c>oaT 262-2210 DESIGN. OSTERVILLE, MA. FLOODLIGHTS TYP. O ee it�:: : eaearc::acevveav:aa::::a:::v • i „j1 FLOODLIGHTS } � c • ___ .•I•i II ---------- O __ 7 ----------2 iT: IL� -� j1 Ir- T1�:----�-zz r-"\ I II I II II it I II II I I I I I � I i 1 � II II I I I II II 11 II j 1 1 II 11 � I1 J\ I i i I DW 1 El r__li__—____ , I I I I 11 1 11 oil I i I i I i i I i I I I I I ' I IL,_ZJ I I 11 LEGENFOVD BATHROOM FAN/LIGHT COMBO RECESSED LIGHTING o DUPLEX OUTLET/SPLIT WIRED $ SWITCH SINGLE POLE FLOOD LIGHT SHOWER LIGHT RECESSED 6-6-9 HALOGEN TRACK LIGHTS a DUPLEX OUTLET $35WITCH 2 POLE ® 1 SINGLE BULB FLOURESCENT STRIP' 'a 220 VOLT OUTLET N PHONE ® SPEAKER EXTERIOR LIGHT 2 BULB FLOURESCENT E) FLOOR DUPLEX OUTLET Q SMOKE DETECTOR ' � INTERNET ® BATHROOM FAN CEILING LIGHT FAN ® CATV +—DIRECTIONAL LIGHTING D¢WALL LIGHT alAi[µD loCAl B116DgG CDp[a VM, DATE REVISIONS M AM A AMT 1N[GOAMAHIJ t TD FIRST FLOOR daALE: 1 4-=1•—D- THIS PLAN INVALID lw5 µ0 MANV OTN[R VARUD[[a aUw COPYRIGHT UNLESS ACCOMPANIED AS MAD R AND—D°"°.MS.=- NORTHSIDE DND u,n:m.[s.1N[ CDMSR„Y" ELECTRICAL BY A COMPLETE SET Of DESIGN a-art.ISRIs w wrsl 0,r NORTN4DE HEREBY EXPRCSIY Suv[RN9uA nc_ Nw1Hsro[o[sa DESIGN RESERVES ITS COMMON LAW CONSTRUCTION DOCUMENTS psswcs%Rf RCBA!&.1Vwu+L_, COPYRIGHT. THESES PLANS ARE LA 0 1 2 4 B NUMBER Of DRAWINGS IN SET: rw AN [oss[s w opu•aswaaR[o ASSOCIATES 1107 TO BE REPRODUCED PROPOSED ADDITIONS TO: DRAWN wNsroDnRsmuco4ursswNs° 1N[ CHANGED OR COPIED IN AN DATE: SHEET N0. II[M[N[Ra IN B LA K E L E Y na asoA NwTNSO[O[9oI Aowss FORM OR MANNER TMATSOEVER nur e[roR[[Dw[NnN rnRsmucnna WITHOUT FIRST OBTAINING THE RESIDENCE I I M[Y RANS a TAaq 10 DNR[oCAL DISTINCTIVE RESIDENTIAL AT COWERCIAL DESIGN EXPRESS WRITTEN PERMISSION OYSTER HARBORS 10/13/09 CHECKED r MDT�ovRo �vRo,rc wANl 1•I MAIN STRECT•YARMOUTHPORT• MA o7679 pND CONSENT OG NOR THSIDE rrossre,[INSarzo[Im[s a vRu[ruRAt Duel.Tax-n1D Tsoel�e2-DaD2 ocslCN. OSTERVILLE, MA. ------------------------------------------------------------- ------------------------------------------- --------------------------- --------- Fi I ,, oElsr. i CL or 1 I 1 ` I • ' Tom" � Zs _I i-- II GP I , II II I I 6 I, 1 ,1 II ri I 1 I I I I I 11 I I ,I G--------------------------------------'---------------------- - -------- ------------------------"------ '--- �-• ON 0 I I II ON / h II I I Jii u ' , : _ r-- -------,, -- - ---------- -El LEGEND BATHROOM FAN/LIGHT COMBO RECESSED LIGHTING s DUPLEX OUTLET/SPLIT WIRED $ SWITCH SINGLE POLE FLOOD LIGHT (-i1 SHOWER LIGHT RECESSED e--E?--9 HALOGEN TRACK LIGHTS a DUPLEX OUTLET $s SWITCH 2 POLE • 220 VOLT OUTLET SINGLE BULB FLOURESCENT STRIP -4 PHONE SPEAKER • o-.EXTERIOR LIGHT 2 BULB FLOURESCENT O• FLOOR DUPLEX OUTLET ® SMOKE DETECTOR Cl INTERNET BATHROOM FAN ¢CEILING LIGHT � FAN �CATV ' , —DIRECTIONAL LIGHTING D¢WALL LIGHT • STATE ANo[oCA[andNc cao[s vARv b'bALE: 1 4'=1•-0� DATE REVISIONS a""6"Otff R'[C01, a'[T° SECOND FLOOR THIS PLAN INVALID Tws ANo uANr OiN[R vAmAe[Es sua COPYRIGHT UNLESS ACCOMPANIED AS A[A1MR ANp[a[toNa[uw5,aia NORTHSIDE aN°NAiER c R¢awnveun a NORTHSIDE HEREBY EXPRESLY ELECTRICAL PLAN o 1 2 4 e DESIGN RESERVES ITS COMMON LAW N A COMPLETE SET OF oN_grt NSP[EROM DESIGN CONSTRUCTION DOCUMENTS To,my as [[c_ N°NMy R o[sror Assets L Issaw DWA OR u 0 COPYRIp(7, THESES PLANS ARE NUMBER OF DRAWINGS IN SET: roR.NVEoss[saowAgswaraR[o NOT TO BE REPRODUCED PROPOSED ADDITIONS TO: DRAWN °[To ERR°RS°R owssroNs w n¢ ASSOCIATES CHA GED OR COPIED IN ANY DATE: SHEET NO. BANS a S[R°CNRA[Ot[ A-IN B L A K E L EY ra g9Gl NOR[nvo[o[sd"ons[s FOR OR MANNER WHATSOEVER [NA[ocroRE cowaoNc ca.smucna[ Ns1HouT iTR57 OBTAINING THE RESIDENCE E.2 POSE nu Ns a TA[[N[o m [ou[ DISTINCTIVE RESIDENTIAL k COMMERCIAL DESIGN EXPRESS FIRST PERMISSION 10/13/09 CHECKED aAl°wC gPAIT12N" AN°/oR wsocnoR ,�, WAIN STREET TARMOUTNPORT w ozsTs OYSTER HARBORS FOR OCK."A E s a s�cc�+R�c%, 41 IN STRlo (soe)7e7-°°oz AND CONSENT OF NORTHSIDE DESIGN. OSTERVILLE, MA. --- ---------------- 0o ao 00 0o ao - /7 ❑ 0 �oveN L�� Z-EN ®® I 1 1 000 'O 'LID O 00'000o / o /� 1 ICITGNEN --------------- --------------- ------ 11E Eluu I E IN11 ❑ ❑ ❑ /EN D ❑ ❑ ❑ _ JOE 1011 JOE ❑ JOE 000000 ❑ ❑ � 100 JOE 1IF 111E JOE JOE L-J ❑ ❑ FW. 068 D E F N OO 0o ao 00 oa JOE 0 JOE Lw JOE JOEElOO ®® O oell Li I- Room ININ 000 _ �...I S,.M AND LOCK GULDN COPES VARY DATE REVISIONS MEAnr AMOSS W co. W% 0,To THIS PLAN INYALIO SAND mmy OWR VARI cs sU01 COPYRIGHT INTERIOR ELEVATIONS UNLESS ACCOMPANIED Ms VAAORR AID S C�Tx %BM- NORTHSIDE o-wc VAM-L%W Iuvossmwn a BY A COMPLETE SET OF DESIGN a-.a PISP[EimN o4 CON3iRYCM11 NORTHSIDE HEREBY ExPRESIY CONSTRUCTION DOCUMENTS. SOPCRNYbE M woRiNvu o[sw RESERVES I7S COMMON LAW 0 Asslu[s wo RtsPa+vAV OR UA D DESIGN COPYRIGHT. THESES PLANS ARE PROPOSED ADDITIONS TO: NUMBER OF DRAWINGS IN SET: [oL�¢ioirtssawRowssq s p riq[o ASSOCIATES NOT TO BE RCPROOUCED DRAM nws oR SiROCNRK e[n0[M Iw CHANGED OR COPIED IN ANY DATE: SHEET NO. i1.1mM[ woRiNSOc I Ao s FORM OR MANNER WHATSOEVER BLAKELEY . -s at I-EN cws^"rt'm'A WITHOUT FIRST OBTAINING THE RESIDENCE i M[Y PuwS eE IA•(N i0 vauR LOCK DISTINCTIVE RESIDENTIAL 6 COMMERCIAL OESICN EXPRESS WRITTEN PCRMiSSON OYSTER HARBORS 10/13/09 CHECKED ro- [R ine AO APIiMOv�K�R[iAR�aNCOi µr I'I MAIN STREET•rARMDUTHPORT•MA 02675 AND CONSENT OF NOR TH4DE POSSIBL[D4CR[P[NCI(S RIl1 A—RN (5oe)ae¢-um (�>>ex-oaoz DESIGN. OSTERVILLE( MA. JIE UL 11 LIE UE IDE ❑❑ ❑ ❑ ❑ ❑ 100 ZEN ❑ ❑ ❑ OE ❑ 11 1 1 FWG33611 �� FWG 0611 FWG33611 FWG 0611 !�\ BREAKFAST ROOM/DESK AREA /a T BREAKFAST ROOM/DESK AREA �� LJ //' \ BREAKFAST ROOM/DESK AREA - V ffEl 1 , I i I `0000' D I ❑❑ Q 0 � OO O0 � I MM OPEN- ❑❑ �� or eN ❑�❑ FILES �' DB FILES 'jT•D9 D BREAKFAST ROOM/DESK AREA � O ICE � C OFFI E I i' 0 i I I FIREPLACE MANTEL ST.M MD LouA&ADINO coots VANY DATE RENSIONS wc.nY.oANY 1N[cmPTmY. DUE To INTERIOR ELEVATIONS THIS PLAN INVALID nNs AND UUTY DINER Ou My.z UE T COPYRIGHT UNLESS ACCOMPANIED AS R[.RTtR"ND 50" - NORTHSIDE ON u.rtTn.cs n2 ANOSyaiyTY a NORTHSIDE HEREBY EXPRESLY 8Y A COMPLETE SET OF DESIGN ON-9rt wvcclloT w TmNstwtmN CONSTRUCTION DOCUMENTS. SWCRM90. [Ic. NOyTN9oT:DESIGN RESERVES ITS COMMON LAW 0 ♦591. NO IR[PO'OWSSIOSIIIRLJIV wU.TOU,T DESIGN COPYRIGHT. THESES PLANS ARE PROPOSED ADDITIONS TO: NUMBER OF DRAWINGS IN SET: rw ANY wsscs w DWu S N U"t NOT TO BE REPRODUCED d2 Io tRRws w 01ffi9pN5 w M1¢ ASSOCIATES CHANGED OR COPIED IN ANY DATE: SHEET NO. DRAWN v .SNXlRucluxuDtncxncRSIN DATE: RESIDENCE TN[Ot9Ol NwM90[x9a wrrscs FORM OR LRST 08 WHATSOEVER IW IR[DRE cow[NONO toNsmucnTST, WIMOUT TIRSi OBTAINING 111E 1NCY PUNS II[i.[CN TD rara LOCI DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN EXPRESS WRITTEN PERMISSION OYSTER HARBORS 10/13/09 CHECKED fm RED p[PARNCNI AND/p a�[OTw I.1 MAIN STREET•TARMOUTHPORT• 1"0]6T5 Iw R[N[rr TUN APPRDyµ IIC4Rw10 ANY AND CONSENT Of NORMSIOE OSTERVILLE, Tws9au OSwCP[NOCs w sIRU[nRAI (we)oaf-vIo ( )]T.2—oIIO� DESIGN. MA. .0 WINDOW TO REPLACE D" LINE OF EXISTING KNEE WALL LINE OF EXISTING,KNEE WALL —7 .................................................................. ............................................................................... SLOPED CLG. SLOPED CI.G. 3 FE 111E -- NEW SHELF OVER BED HNEW0 SLIDER❑ 0 O_ ■ ■ ■ ■ ■ ❑ ■ I 7E] 01 001DE:10 on OUR , LSTORAGE ACCESS STORAGE ACCESS PANEL � BEDROOM PANEL rY 8- MASTER BEDROOM !y 1 MASTER BEDROOM ........................ xv x L!=iJ L�jj LLj�u I I I I 1 11 All o 0 :C 0 0 o I r-T I L_.JpL_j Efl 011 m Eff] In lEf] 1=1 L 1 MASTER BEDROOM /i i MASTER BATH (� 1 MASTER BATH /�1 ASTER BATH Es El C3 I ® I EXISTING BROWE '.T.. STALLR I L-, SSNONER TALL Z.STALL all 0 fl I �\ 1__ O_QA�00 �00 @_DA�00 STATE MIT LOCAL BULDNG=ES WART THIS PLAN INVALID DATE REVISIONS 0MAELY=oW W"M. WE M ms"D T"ll,V�ATTTIS CIP111"T UNLESS ACCOMPANIED — AS*(A�R Abil)SOS�nom%9M- INTERIOR ELEVATIONS cm,icI U.TTTTML�WTI—M BY A COMPLETE SET OF DESIGN ITT, NORTHSIDE NORTHSIDE HEREBY EXPRESLY CONSTRUCTION DOCUMENTS. — Su It" �Dl=UESWN RESERVES ITS COMMON LAW UCT` A.Atl 0"'ITT COPYRIGHT. THESES PLANS ARE 0 0 Y4 FM AW=oSSp=0AVUA`MSR=TD DESIGN NUMBER OF DRA NGS IN SET: NOT GEBE REPRODUCED DRAWNarwrNc¢s CHANGED OR COPIED IN ANY PROPOSED ADDITIONS TO: ASSOCIATES - DATE: SHEET NO. FORM OR MANNER WHATSOEVER NCTrVE RESIDENTIAL&COMMERCIAL DESIGN VATHOU T FIRST OBTAINING THE BLAKELEY RESIDENCE EXPRESS WRITTEN PERMISSION 10/13/09 CHECKED_ "I.STII WMAT STREET-YARVOLrrHPORT*)38 02675 AND CONSENT OYSTER HARBORS (�STTTI)362-2210 2-QW2 DESIGN. T OF NORTHSIDE OSTERVILLE, MA. V 1 CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE , COMMONWEALTH OF MASSACHUSETTS. f Professional Land Surveyor Date: o A OSTERVILLE �s q a�•POy \ �� Oq,Q O. (1)s OYSTER Q�cy s y( is�4,pS, ti HARBORS COTUIT BAY p.Q Mte � 0/ b'so tic M LOCUS g yl- "�° LOCUS MAP eq�at2O(c�S C� O V\00 ry�o Q. � . off•°���; o k,^'p't PARCEL ID:051/015 Q' OOp +!, � STEVEN C. & JENNIFER M. WALSKE F,R� 164 CHESTNUT HILL ROAD 0 EXISTING H0� G CHESTNUT HILL, MA. 02467 HOUSE � a•3Q T0A OF a Q 3 • . o f fl©BERT A. M.H.W. 2.8- - = r . .• ! il{pAKE CIVIL -i v Me.4 f Q � M.L.W. 0.0 �--♦� o ��GISIEQ� � PROPOSED AL•off PIER & FLOATS COTUIT BAY EXISTING 0 so 12 MOORINGS SCALE: 1"=120' ELEVATIONS ARE BASED ON M.L.W. PLANS ACCOMPANYING PETITION OF LICENSE PLAN N0, i27Hs G.W. & L.U. BLAKELEY & THE SUNSET POINT REALTY TRUST Approved by Department of Environmental Protection TO CONSTRUCT AND MAINTAIN A PIER of Massachusetts MAY 2 5 2010N ON COTUIT BAY . BARNSTABLE (OSTERVILLE), MA. r_-. ---- DATE: FEB. 18, 2010 SHEET 1 OF 3 c� -L�--- A.M. WILSON ASSOC., INC. JOB NO. 2.1627.0 CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE COMMONWEALTH OF MASSACHUSETTS. Professional Land Surveyor Date: LAWN ROSA ��P oho LAWN RAGOSA OF a�4s eoTroM 0 ROS 6i OF. -6.0 r �_t`�-R- A wd 40 .3 o .'� ROSPA SPARTINA PATENS �` u 3 � • r � � RAGOSA & MIXED GRASSES a mac. p SLOPE 3 O M.H.W. 2.8 • m o ' SPARTIIdA ALTERNIFLORA N ASP. ALT!' 0, 0 ,gyp N • r: SP. ALT. 1;5 M.L.W. 0.0 PROP. w 0.5 -.05 -0.6 STAIRS 0: N o .0' a o - -0.5 0.6 -0.2 -0.2 o I -1.7 -1.6 -1.5I: 4 0 IT re ! ada -1.5 1.8 -1.8 -1.5 -25 o rx c -2.3 4'X12RRAMPS-2. ir a 2P -2.1 0�,� -2.7 -2.1 Rq ros E -3.0 -3.0 -3.0 2 6 X1 FLOATS co -2.. -2.7 2.8 -2.9 -2.7 c -3.5 -3.6 3.1 3. ' o a 3.6A -3.5 3.3 -3.4 -3.0 is a ~c -3.7 -3.8 -T1 N E . .. -3.7 PROPOSE .9 -3.7 -3.9 -3.9 -3.2 'x 6'X22' FLOATS z -4.2 -4.1 -4.2 -4.1 -3.9 -3.9 -4.0 -4.2 -4.0 ' w -4.7 -4.3 -4.4 -4.4 -4.2 -4.4 -4.3 -4.5 -4.3 a� W o 6 -4.5 -4.5 -4.5 -4.5 -4.6 -4.5 -4.6 -4.8 -4.6 J �C -4.5 -4.6 -4.6 -4.6 -4.6 -4.6 -4.8 -4.9 -4.8 - 1 OZ OJ -4.7 -4.8 -4.8 -4.8 -4.7 -4.8 -5.0 -5.0 O O? Op -4.9 -5.1 _4*9 _ -5.0 -4.8 -5.3 -5.2 -5.1 � J -5.0 -5.1 -5.5 (03 -5.2 �0 -0 tv� �O -5.4 -5.8 -5.8 -5.5 -5.2 -5.4 �0 -5.7 C ^� {rye -5.6 -5.9 -6.0 -5.9 0 2s 50gM Foam A. oPA" 1. SCALE: 1"=50' C""L v ft.41S1! O P PLANS ACCOMPANYING PETITION OF F �gTEQ G.W. & L.U. BLAKELEY & THE SUNSET POINT REALTY TRUST TO CONSTRUCT AND MAINTAIN A PIER ON COTUIT BAY BARNSTABLE (OSTERVILLE), MA. DATE: FEB. 18, 2010 SHEET 2 OF 3 A.M. WILSON ASSOC., INC. ELEVATIONS ARE BASED ON M.L.W. JOB NO. 2,1627.0 I PROP. LATERAL PROP. PROP. n 100' FROM MLW ACCESS STAIRS WALKWAY 4'x4' -{ SLOPE 10:1 m PROPOSED PROPOSED PLATFORM PROPOSED PIER DECK ELEVATION = 5.0' HANDRAIL PROP. WALKWAY EL. = 11.85' m 6'x22' FLOAT 6'x10' FLOAT EL. = 9.5' 0 � r - PIER LENGTH 90.75't M.H.W. EL.=2.8' 0 C> M.L.W. L.=0.0' EXISTING n o q1C MARSH GROUND(SLOPE z D E1 F' 0• • 7 0 -10.00 'n EXISTING N o cv I M N GROUND SLOPE N j N 2+00 1+50 1+00 0+50 0+00 TYPICAL PER PROFILE SCALE: 1"=20' COMA#. CALE: 1"=20' HANDRAIL 1 SIDE j' 2"X6" HANDRAILS OPTIONAL N " & SIDERAILS TYP 0 M (OPTIONAL) 12 DIA TIMBER ( ) O m C M n Q, PILES 14' O.C. (TYP) ! T m (n M -u ;:a v �;� `"9 v m D a3 s 2"X6" DECKING I p DX 0 3'-0" � WITH 1 SPACI'NG(TYP) 4 0• z M D f FIB 113S v 2"X12"STRINGERS O r(�>M= 7-3 (� • FIBERGLASS G ID m 16"O.C. TYP EL.=5.0 D -:t, \ o v W Z D p CSK. HEAD = ( ) 1 = REMOVABLE � O z S c o 3/4" DIA. GALV. D fi c o d Tl X D o pp BOLTS(TYP) m -� cn rrnn a = G) C) -I o " " o 00 20d GALV. NAILS(TYP) Z $ hf o z rn rn C O 2-2 x8 BENTS o cu x+ 2"X12" CROSS- z p� cn o < p D _ -1 BEAMS EACH SIDE �'' rn _n N N OF PILE(TYP) ' ,«; � D O O D z 2"XS"BRACING = �l -� r D AT ALL PILE 5'-0" D -C Z p BENTS(TYP) C7 = O � � = r,-1 �1 - = 0 15' M1N• C _ U) W N OR REFUSAL M _ M ELEVATION SECTION PILEI EMBEDMENT �D m00 -� _ fT'1 CD TYPICAL MARSH SECTION LICENSE PLAN N®. 12745 TYPICAL FIXED m z IQ 0 (NOT TO SCALE) Approved by Department of Environmental Pratectlr�IER SECTION o w Date: r (NOT TO SCALE) _A f ZONE: r RF-1 (RPOD) \ 1 n Area (min.) 87,120 SF Fronto a (min) 20' Width min) 125' Setbacks: .. , Fron t 30' \ g 82'13'00 W w qy Side 15' 3o3.81 '---_ a r rx € r Rear 15 z y� o OVERLAY DISTRICTS: — X X x � .v <n AP — Aquifer Protection District .� Estuarine Watershed District Zo f x ' 1 X x x x O� x A O p� FEMA FLOOD ZONES ,t l i, \ l X x x x x �� on oar p f d b;q Zon es V17 (EL 13). A 11 (EL 11) B & C — ` \ \ , x X x x x X ono c Panel # 250001 0018 D (rev. July 2, 1992) \ \ \ \ \ \\ x x X X x �9 LOCATION MAP �o'V I 1"=2000't \ \\ \ x ASSESSORS REF.. , 1 \ \ \ V \ x X Q s Map 051, Parcel 012 x n W DIRECTIONS: From Hyannis — Take Route 28 into Oster Ile At the lights by White Hen Pon tr take a left onto Osterville West Barnstable Road and follow to the end; Take a left onto Main Street; Take a ri ht onto Parker Road; At the stop sign take a righ t on to West Bay Road; Bear left onto Bridge Street and follow to the Gate House; Bear right onto brand Island Drive, and follow to the left past �o\ ��y the Clubho se; Take a right onto second Windswept , ` ` \ \ \\ \ �-� x\ o.��o Way (South ; At fork stay right on Windswept, and > \ -sti �,o� driveway wi I be on the left, #250. , \ \ \ \ \\'o\`�' \ \oti�s o _ - `� 0 \ \ 6.04 40 coo \ \ \ \\ EDGE F LABo \ \ \ \ \ \ LOTA \ \ \ 4.62 ACRES I, �o �4Pr I"OF 81 /STER�� oF`cS81ONAL E��\ SITE MAP 1'�=200't REVISION Relocate Pool DATE:05 10 11 71 TLE: PREPARED FOR. PREPARED BY: NOTES: Site Plan 1.) The intent of this plan is for the permitting of Proposed Thera Pool a pool only p py Gerald W., JIl & Luc U. BJakeie Sullivan Engineering, Inc. At 25o Windswept Way (South) y Po Box 659 2.) The property lines shown were established from o Osterville, MA 02655 record information and monuments located. tines 25o Windswept Way (South) Oyster Harbors, MA 02655 should be confirmed by survey for any additional work. (508)428-3344 (508)428-9617 fax 3.) The datum used is NGVD '29, a fixed mean Bamstable (Osterville) MASS. sea level datum: 20 0 10 20 40 80 Draft: JOD DATE: SCALE: „ = 20' Review: Ps April 42011 Prn iPr�t 28018 -� �rc - - - - - -- -- ----- -- --- ---- - - - -- -- --- - -- - - -- -- - - - ---------------------,---,.------- I I" ,.., ' r : . II!I::!I�:!i!:II:::iI:I:::II:��:��I:I::I.I I-I�11.L� .L II.IIII,I.II II.I II..II.I.�...II..I.r.I.I....II.�I�..1...I.........I. . .,. ....I�.,-oIA I.�.I.-.I...I�-.-II.,-.-I�.-,.,..1I I,I,I 1 I,.III�/II,---...... .: I ..... 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" I ate 6"Ceramic"Tile `. . �Ilnaan Road,. Qlllrl : �4 � . . Rock Pack: -• - • l2,; , i Total bowl of pool ��++�*+ ryry {{�� 4.7 . I I w/1-1/Z Stone 4"min Thickness a�000. . . . .. . , . . { .. i .:. . . R5 x i . ev Rsons iI 13 8 2M X6„ HANDRAILS & SIDERAI LS(TYP) aft I 101 FROM MLA.:- 09: PIER DESIGN AND 1 � � PROP. WALKWAY PROP. WALKWAY SLOPE 10:1 12„ DIA 11MBEFt NOTES. EL. _ 9.5 PROPOSED tx�sr PROP. HANDRAIL PILES 14 O.C. TYP :PROPOSED PROPOSED 4 x4 .PLATFORM t'OOIPAIH , E Q o _ 11.as IN THREADED THROUGH 8 28 09. SPOT GRADES $x FLOAT EL. EYE RE N N THRO G 22 FL 6 xtfl FLOAT PIER DECK .ELEVATION 5.4 _ 5 0 , YE BOLTS ON NORTH //fir „ q E TS L 2 X6 DECKING OCUS � A D 'SOUTH ENDS QF PI ER N E LENGTH 90.Ofl „ O . WITH PACIN TYR 2 23 10. PIER DESIGN vul 1 S G ( ) a FLOATS 2 X12 STRINGERS r 1 — 16 Q.C. PIER ELEV. 5.0 TYP M.H.W. EL. 2.8 _. .. . .. .F* 1 � )Xt E G M.L.W. EL. 0. 0NMARSHJGROUND S PE 4 lA A V. B TS TYP 3 D . GL OL20d GALV. NAILS TYP DA X12CROSS—SEAMS 2 r • O O : F PI TYP o Q b EXISTING EACH SIDE 0 LE ) 0 r PROPOSED LATERAL „ GROUND SLOPE a c N n XS BRACING a c� i ACCESS STAIRS 1 A 1 l O T ALL PILE 6ENT5 TYP 4J , A a ( ) _. 0 00 2+00 t+so t+o o+so TYPICAL 15 MIN. OR.REFUSAL � r PI EMBEDMENT t�rPl�Au. Pit PRO�..c - LE E FLOAT STOP DETAL N SCALE. NONE MAP N0. 51 PARCELS 11+12 HOR. SCALt::.1'-15' - . VER. SCAM t••t5 R M TIC�N TYPICAL FIXED PIE C SCALE: NONE O r O NOTES: Project !e Cb Et-VATIONS ARE 1N FEET AND TENTHS ABOVE THE PLANE ,., A MINUS U OF MEAN LOW WATER. M NU FIG RE$ INDICATE DEPTHS BELOW THAT SAME PLANE. MEAN LOW WATER BASED ON h O• MISS ESTUARIES PROJECT DATED APRIL 2006. ►� ti MAP 51. PARCfI. f2 N ALAN T. McDONOWN ,� D OF SOUNDINGS: DECEMBER fi 2008 000' DEED BOOK 2f54 PAGE' se � tK -o f BY BRAMAN SURVEYING W1NDS�IVEf'T /' '� s� ,/' l� G►_ NO EELGRASS OBSERVED. O WA p ROSA LAWN "' \ ` A`ti RAGOSA � o \ - s ' andg� SPOT GRADES '000 � .9 43 \ ti� � fey \ � , cp - � A- o .o tK� -- C.B. (FND.) �'UN4,T ROSA \kO,o �.• \ t��' RAGOSA F` STAIRWAY •� POINT PLATTORM EL 11.83' vow 000 owo rlr �.y BENCH MARK h • ROSA ..�" BATHYMETRIC DETAIL C.B. (FND.) .� o . \ ,. ,aStt '� RAGOSA / � � EL. 11.21 MLW t AT McDONOUGH BAKER PIER • . �. Cter �Iar�ir�r w w r _, ROUN D f G ,� PA�t�t 1 T M 3f � i5 BOARDWALK ,SCALE: 1 1 O C _EX �� a i LE. 0 a i s HOrGi�iN� .� . ► DAND 7Rt! T REMAIN N TEE' 9 . . 08E E / � S ST POINT REALTY 1Rt! � E 51IiNS>�'T» •o '� 7f1 � 1 • �. Ma Mesa PAGE' so NEW PLANTING BEGS DEED BOOK . \ \ ro N r^ O p \ � � � \ ' ROSA � - 0 p'9 \,� 'S� \ jow 9 c3 \ Aro TE ' 2 �'� Prepared For ✓ o /O• PROPS �, so WALKWAY RAMP•EL. 9.5 �. ,� ,� '' '� o JERRY BLAKELEY STAIRS �� � �• .� y 1 ' Fo 9 °` PROP. PATRICIA BAKER A o / 6 •�� \ ��,�9� , °� ,r,, STAIRS 2 o, _ ssFy ►,o • s a LAWN S � •cQ 20 Rascally Rabbit Road 6 ,rL• PROPOSED �,. PROP. 8 STAIRS t� o A STAIRWAY y p Moratons Mips 8'x1Q' FLOAT �•'r '. 'Lry' '�-' $° h 6 02648 Cb / TIE OFF PILES o �r PROPOSED / 4 x14 RAMP �. h �ti �' �\QP ., � 9l S,o 'ticc' � `gip ROSA � '� �, A. INt Wlson Asso*te8 Inc. 'Pti'P� h. ,a - . �• � � / O� � y � �s �. • �RAGOS A � O h �p9 yy "� 608 420 WO FAX 4P0 OM 1x• /ti / P� 'A FLAGPOLE - �• 3. /o ... F o l / PROP O '`'`, `>- �, , O • PROPOSED ,, , \ :o Drawing Title i` 4•x14'ORAI�IP � �'�� o � _ 8 x22 FLOAT � o -v _ ix• , SPOT ELEVATION r �o s 01 TAKEN `8/10/09 \ < ry, C.B. FND.) ix \ PIER NOTES: ti EXIST. PROPOSED /E 5T. MOORING /� Wetland t.. a. M358 'MCDONOUGH ' o� v 6 x1 O FLOAT 4, N . / �0 1. SPACE BETWEEN PIER DECKING. , / Cb • c �`I� Q0 +ry 2.) :WATER + ELECTRICITY TO BE PROVIDED TO FLOATS. TIE OFF PILES ,�� o o• Permit` 3.) DOWNWARD DIRECTED 15 WATT LIGHTS TO BE INSTALLED ON PILES AT / fo P , �y • , LATERAL ACCESS' STAIRS AND AT RAMP/PIER PILES TO BE MANUALLY PROPOSED � 8 x22' FLOAT /' . /►• " ' • SWITCHED. Plan /g• / ' ;' 1 / �';1. 4.) _NO LEAD PILE CAPS ALLOWED. 5. WAIVERS REQUIRED TO LOCAL REGULATIONS ME OFF PILES `� ) �. / P0MATA. � CH "703-�4(H) AND 703-4(J)(3) ,�. DRAKE . C,ML Shared Pier CO �,� v No 41642 O m Q 1x �. o • ' •z Z.3�to LANDSCAPE NOTES:Iro scale:�"-20 LA DSC E �• bp g ��' 1.) BEACH DECK TO BE RECONSTRUCTED USING "THRUFLOW" fl 10 20 30 40 50 FEET OR SIMILAR GRATED SURFACE WITH STRINGERS 2' MIN. ABOVE GRADE. O �• / 4 Date: MAY;22, 2009 Drawing No. • /� 2.) LAWN REPLACEMENT AREAS TO BE PLANTED WITH NATIVE Design: A.M.W. EXI T. MOORING O D• SHRUBS +/OR'PERENNIALS IN CONSULTATION WITH M286 MCDONOUGH �' 6 / Check: A.M.W. 1 CONSERVATION ADMINISTRATOR. /0. �A / /,y�L Drawn: R.D. ' 1 Job. No.: 2.1827.0 Last Rev.: 2 23 10 of i R OUGH der s00N q