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0372 NORTH STREET (3)
�fl _o TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' r Y Map ( 'Parcel Application; 00�qr3 0 Health Division I's Conservation Division Permit# Tax Collector Date Issued /,V)C/) f, Treasurer Application Fee Planning Dept;-- Permit Fee CD Date Definitive_Plan Approved by Planning Board 0 Historic:-OKH= Preservation/Hyannis Project:Street-Address __ 37 z IVDf(k 0 A Z Village` KLYT/1/lj r Owner ILc i t S FO/0— � �< <� r 14 S 7 Address 110 V'A at3 [Z f r Telephone �-r Permit Request CD,n('t2Cc�e (��oCK C'�-�G(r' (�[/A ( 5�S (eN` f� C � �`S 60 Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning_District� Flood Plain Groundwater Overlay `/Project Valuation ©o cO f� Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) `Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air.-'. ir: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name MOn 9&A-All IIJJ''__ I4 p j ''l2 4F t/ L Ida (�rN��� C��1r1.Telephone Number Address Mq�, s F 1�-C License# O 70 0 Ll Q�TQI'(�j L L VA DZ,6 SS Home Improvement Contractor# /ldL(oS Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CAS,e I�� 64,1i4J r e 5 - SIGNATURE j►� �� ����(JC DATE —2-1 I 0 "�� FOR OFFICIAL USE ONLY PERMIT NO. DATE IS�UED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: Q r FOUNDATION .a FRAME ~ INSULATION FIREPLACE ' 1 ELECTRICAL: ROUGH FINAL j 3 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING r DATE CLOSED OUT ASSOCIATION PLAN NO. �\ - 1/LG l/V//LI/iV/i/IGµiili V, is wuu....•....•...... . \ Department of Industrial Accidents Office of Investigations a 600 Washington Street -. � Boston, MA 02111 www.mass.gov/dia Workers' Compensatlonlnsurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/organizationadividual): e AW rl— ja,I(9�94 l Address: City/State/Zip: - f&l 0 Phone#: .SOL'i,Z. Are you an employer? Check the appropriatO g: Type of project(required): 1 V I am a employer with 4. am a general contractor and I 6. ❑ New construction employees(full and/or part-time).* have hired Remodelingthe sub-contractors 2.El am a sole proprietor or p atner- listed on the attached sheet t ❑ ship and have no employees These sub-contractors have 8-. ❑ Demolition working for me in any capacity. workers' insurance.inmuee. 9. ❑ Building addition o workers' insurance 5. ❑ we are a corporation and its [No comp. 10.0 Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL I I.El Plumbing repairs off'additions myself.(No workers' comp. c. 152,§1(4),and we have no 12.❑ Roof repairs insurance required.] t . employees.[No workers' 13.❑ Other��C« 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 anew affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy infosrnation. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information,Insurance Comp any Name: L16e sT I"l H I UA J 115��� Policy#or Self-ins.Lic. #: 1/1 C' 1 S Z7 9 f�7 H 9�1 L Expiration Date: � �/ S 2�O� Job Site Address: City/State/Zip: 111 Z 6 6) 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 DLk for insurance coverage verification. I do hereby ce ' under the pains and penalties of perj ey that the information provided above is true /and coarAe� 01 Si atar 1 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 Elealth 2.Building Department, 3.Chy/.T•own Clerk 4.Electricai inspector 5.Flumbing Inspecter 6. Other Contact Ferson: Phone#: Information and Instructions - Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. ; Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as "an individual,parmership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the . receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or.on the grounds or building appurtenant thereto shall not because of such employment-be deemed to bean employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checldng the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of industrial Accidents for confirmation of insurance coverage. .Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Deparfinent of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom. of 1he affidavit for you to fill out in the event the Office of Investigations has to contactyou regarding the applicant . Please be sure to fill in the pmmit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in • (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that.a valid affidavit is on file for future permits or licenses. Anew affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. r 617-727-4900 ext 406'0r 1-877-M-ASSAFE Fax i' 617-727-7749 Revised 5-26-05 ww-w.mass.gov/ciia b v°ftH�� . • Town of Barnstable Regulatory Services z SS. � Thomas F.Geiler,Director y as�ss, �* � Building Division. Tom Perry, Building Commissioner 200 Main Sheet, Hyannis,MA b2601 www.town.barnstable.ma.us office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must j Complete and Sign This Section. If Using A Builder as Owner of the subject property hereby authorize Ken z t( w (, Ce to act on my behalf, in all matters relative to work authorized by this building permit application for. 2 Alan. 5-T. 14 f'92-6©r (Address of Job) r • Signature of Owner Date C4 � l Print Name Q:FORMS:O WNE"ERMISS1QN :+s mmonwealth of Massachus County of Barnstable The Superior Court t . CIVIL DOCKET# BACV2006-00259 RE: Benjamin A. Perry, Mary A. Perry (Plaintiffs) VS. Bett's Pond Building Trust, Inc. (Defendants) PRELIMINARY INJUNCTION This action came on to be heard before the Court upon the return of an Order of Notice to show cause why the application fora preliminary injunction should not be granted,and was argued by counsel; and upon consideration thereof, It is ORDERED and ADJUDGED the application under Prayer 3 of the Complaint is hereby granted; and the defendant, Bett's Pond Building Trust, Inc., and all those claiming by, through and under Bett's Pond Building Trust, Inc., are ENJOINED AND RESTRAINED from entering upon or using,including removal of asphalt,from the following portion of Parcel B,North Street,Barnstable(Hyannis),Barnstable County,Massachusetts, Plan Book 316, Page 5; NORTHERLY by land of the Town of Barnstable and land of Mary A. Perry, about sixty-five(65)feet; SOUTHERLY by North Street, a public way, about forty-eight(48)feet; and; SOUTHEASTERLY by the remaining portion of land of Bett's Pond Building Trust, Inc., being Parcel B on a plan of land recorded in Plan Book 316, Page 5, in three courses, about fifty-one (51)feet. The above-described area is shown as"Paved Parking"on a plan of land entitled SKETCH PLAN of Land in Hyannis, MA, Prepared for Benjamin Perry, Date: February 20, 2006, Scale: 1"=20'I%; until further order of the Court. Dated at Barnstable, Massachusetts this 9th day of June, 2006. Gary A. Nickerson, Justice BY:................ ............................... A true co Clerk COPY, Attest: µ r Telephone: (508) 375-6684 C(et' cvdpinj_l.wpd 488121 appall roderick BOARD OF BUILDING REGULATIONS - Liriae C©itiTFt�J TIOt�Y=SUIzt?R.UtSaR >-icense: CONSTRUCTION SUPERVISOR Number: CS 083484 i = � NuToW 070086 K s . airthdate: 07,'11/1963NO �11968 Tr rto_ 7135 a Expires: 07/1 i(2006 p Tr.no: 83484 Restricted: 00ME ` y RONALD W WELCH DAMON L KEN1� y Y e 85 BRIGANTINE DR .•ax HRTCHVILLE, MA 02536 54 KMPA^.�srCXR � F tALMaIi M a s C�tY1t $ loner Administrator 2 = (� Board of Building Regula ons and' Standards One Ashburton Place - Room 13O1 Boston. Massachusetts O0 108 Home Improvement Contractor Registration Registration: 128405 Type: Partnership Expiration: 4/5/2007 KENDALL & WELCH CONSTRUCTION DAMON KENDALL. — - - ---------- --------------------... -- - - 54 KOMPASS DR. - FALMOUTH, MA 02536 _ ----------_---------------_---._-__.__.___-___-- Update Address and return card.Mark reason for change. a: c� :ant o-,u�Wi:z:t;gr, ❑ Address E1 Renewal (—j Employment I— Lost Card ;.lie "�::>firrru,arrttvaf(Ji r.�"� �fas.;crf•�s�ael7a Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date.'if found return to: Registration: t28405 Board of Building Regulations and Standards ,. - Expiration: 4/5/2067 One Ashburton Place Rm 1301 A Type: Partnership Boston,Ma.02108 KENDALL&WELCH CONSTRUCTION DAMON KENDALL f 54 KOMPASS DR. FALMOUTH,MA 02536 Administrator Not valid without signature 3 COD,' CERTIFICATE OF LIABILITY INSURANCE 07/220//2O06 l? PRODUCER (M)428-0440 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION MARK SYLVIA AGENCY ONLY AND CONFERS NO RIGHTS. UPON THE CERTIFICATE 989 MAID STREET ALTER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, O$1'ERVILI.� MA 02655 INSURERS AFFORDING COVERAGE NAIC II .:..................: ... !N$YRCO ' . .. .. STEPWEN J BUCKLAND wsURERA FARM FAMILY CA$UALTI INSURANCR. .... _._._ DBA TURFS UP LANDSCAPING tNSUrNSURcaD PO BOX 414 ——99 E . wsuaER D FORESTDALB,MA 02644 rNsuaca a. COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES:AGGREGATE U_MITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. eR "OD' .: --.. - POLICY NUMOOR LJMIT6 G$rdORAL41ADILITI 12ACHOCCURRONCE 9 1,000,000 A OAMAOGTO RCNTpO I COMMERCIALGenaaAL,LlADILITYF20OIX0192 01/25/2006 01/25/2007 pS4MIBEB( raoacurangol... 4. 5.01000 s ICLAIMSMA00 IX OCCUR MI!DEXP(Any ono ponnn)._. •�,4• 5�Q�0 . i X CONTRACTORS PORSONALdADVfNJUAY_ - 6 X ADVANTAGE SPECIAL GENLRALAGCRCOATE 6 2,000,000 ` GBNLAGQFI G_AYFUMITAPPLIESPER I PRODUCTS.,COMPlOPA00 6„. POLICY _ PRO, lOC i AMU Go"LUU]IUry I• - I (COOMBIIIN50$INQLBLIMIT = ANYAUTO ALLOWNSDAUTOS BODILY INJURY 6 $CHODULODAUTO$ IPar p~) MIREDAUTOS I I DODILYINJURY 5 NON,OWNEDAUTOS _ '(PeraaWant) PROPCRTYOAMAGE 6 C I(Paraccldent) BARAG4LIABILITf AUTO ONLY+CAACCIDONT I S I ANY AUTO pp AUTMYN OAACC OON 6 AGG 3 EXCeSSIUMBAdLI.ALIAOILITY P.ACH000URRENCC 6 --1 OCCUR I_ ..J CLATMSMADE AGORCOATE d 6 DEDUCTIBLE t a RETENTION 6 6 A OMPLOYeRD'UABILITY 2001W6204 04/10/2006 04/10/2007 .. WORKER$COMPgNSATION AND LIMI $; x E9 ANY PROPRIE'rowlbAATNpRIEXKCUTIV5 t?L 9ACHACCIDENT 3. 600,000 OFFIOORlMQM$OR EXCLUOEOo C 4 DiSCAGq>CA OMPLOYEE $ 6JCO QQQ rc ea daWbe under r' "— @aIA ROVI A naiew. �EL.DISBASR+POLICY LIMIT s 500000 .OYHgR' DESCRIPTION OF OPERATIONS I LOCATION$I VUH14Lf1SI SXCLU$IOM$ADDED BY CNDOR$CMDNYI SPOCIAL PROVIOION6 LANDSCAPE GARDENING, TREE PRUNING,STREET CLEANING CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE AOOVB DESCRIBED POLICIES BE CANC016490 BGFORD YHE EXPIRATION OATS THOROOP,THE WDUiNG WSUROR WILL IINODAVOR TO MAIL BAY$ WRITTEN KENDALL WELCH CONSTRUCTION NOTICE TO TH9 CERTIPICATU HOLDER NAMED TO TKI%USFY,BUT FAILURE TO DO$0 SHALL IMPOSO NO OBLIGATION OR WAD14ITY OF ANY KIND UPON THE INSURCR,ITS AGENT$OR FAX: 508-4284907 RDPRRDBNTATNR$. AYTHORROD ROPRBSONTATIVO TiD 25(20011081 AD CORPORATION 1688 I iI i t Aua-07-06 09:54am From-MURRAY & MIACDONALD 15084573101 T-073 P-01/02 F-662 ACOI�D�, CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 6/7/2006 FRODuCER (508)540-2400 FAx (50B)289-4111 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Murray & X&CDOAaid Insurance Services ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR 406 Tones Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Falmouth MA 02540 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA'W8BtC= World Kendall & Welch Construction Inc INSURER e Safet Insurance 39454 P.O. SOX 1478 INSURERC!Liberty Mutual Ing; Co INSURER D: Xorth Falmouth DOA 02556 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 BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD L POLICY EFFECT1vE POLICY EXPIRATION LIMITS LT SR TYPE OF INSURANCE POLICY NUMBER DATE IMMlOD1YY DATE MM)O GENERAL LIABILITY X EPARCEHoSCETO Rj 6a nos) $ 1,000,000 S(En COMMERCIAL GENERALLIABILRY 300000 A CLXMS MADE FAI OCCUR N9P889748-2 6/15/2006 6/15/2007 MEDExp(my one on $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERALAGGRwATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER; PRODUCTS-CO PIOPAGG S 2,000,000 X POLICY JECaT f7 LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea ecdOnt) ANY AUTO B ALL OWNED AUTOS 215266$ 11/17/2005 11/17/2006 BODILY INJURY g 250,000 }C SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ 500,000 X NON-OWNED AUTOS (Peracdaent) PROPERTYDAMAGE $ 100,000 (Per aw dent) GARAGE LIABILr Y AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHHRTHAN EAACC $ AUTO ONLY; AGG $ EXCESSlUMBREUA LIABILM EACH OCCURRENCE $ OCCUR ❑CLAIMS MADE AGGREGATE S $ DEDUCTIBLES RETENTION $ $ TA C WORKERS COMPENSATION AND u EMPLOYERSI'LABILITY H.L.EACH ACCIDENT $ 100,000 OFFICCE"EMBERFXCLUDE WC231S354774016 6/15/2006 6/15/2007 FEL.DISEASE-EAEMPLOYEE$ 3.00,000 ir yes,da=bounctar E.L.DISEASE-POLICY LIMIT Is 500,000 sPECIAI PROVISIONS OTHER DESCRIPTION OF OPERATONSA=ATIONSIVEHICLESICXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES RE CANCELLED BEFORE THE TOWL Of Har=Lstable EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL building IntllpmCtor 10 PAYs warrreN Nomcg TD THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT 200 Main Street FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE gymy3 :Lz, IIM 02601 INSURER,ITS AGENTS OR REPRE5ENTATIVdS. AUTHORED REPRE$ENYATNE Claudine Wrighrer/KCD ACORD 25(2001/08) a ACORD CORPORATION 1980 INS025(oion06 AMS VMP Moripat:5*63ns.Inc.(OW)3274W Page 1 of 2 Town of Barnstable Planning Division Thomas A. Broadrick, AICP 200 Main Street, Hyannis, Massachusetts 02601 Director of Planning, Zoning, Tel: (508) 862-4786 Fax: (508) 862-4725 & Historic Preservation March 10, 2005 Bett's Pond Building Trust C/o Peter Sullivan Sullivan Engineering PO Box 659 y Osterville, MA 02655 SPR 010-05 Bett's Pond Building Trust, 372 North Street, Hyannis (R308-008) Proposal: Construct 9,600 sf office building Dear Mr. Sullivan: Please be advised that the Building Commissioner issued an administrative approval on March 9 2005 for the aforementioned construction and site work. The following conditions apply: The applicant shall reduce the curbs cuts to a width of 24' ❖ All construction shall be in compliance with the approved plan prepared for Bett's Pond Building Trust, Inc., 7 Industrial Park Road, Medway, Ma 02053, prepared by Sullivan Engineering and Capesurv, dated November 18, 2004, consisting of a renderina sheet and sheets 1-4, stamped and signed by Richard R. Lheureux, Land Surveyor on 2/8/05 and Peter Sullivan, PE for property identified as 372 North Street, Hyannis (Barnstable), MA. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the. approved site plan (Zoning Section 240-104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, Robin C. Giangregorio Zoning & SPR Coordinator ASSESSORS REF.: ZONE: Map 308, Parcel 008 B (Business) Area (min.) N/A N/FP fell FronOVERLAY DISTRICT. Widtho?min) IN/A 0 eenai6i/2 AP — Aquifer Protection District Setbacks: NP ve As'Shown on Plan .Entitled Front 20' M�a35/j12 "Revised Groundwater Protection Side N/A Overlay Districts" — April, 1993 Rear N/A FLOOD ZONE: I",0ip97/j�6 Zone B & C (see plan) Community Panel No. #250001 0006 D July 2, 1992 N B°'n56 b" 6.0' i 2091 `��99 \\ New Concrete � Foundation # 372 V?5 11` 0, 78.6' , z �. 103.3' o O � O • \ `R 99.90' To St. Line 99.33' Bd. to Bd. I N66'18'53"W Edge of Pond ' _---------_-pitch_ N/F _ Philip M Boudre �.i ou Of#56156 aF gc I cert ify that the foundation erg° R►CHBARD � shown hereon conforms to the S LHEUHEUX (0 setback requirements of the #34312 Zoning Bylaws of the town PLOT PLAN A9ePE5s�o�Q of Barnstable. IN Zo p�� oS BARNSTABLE Professional Land Surveyor Dote (Hyannis) MASS. NOTES: DATE: 20/DEC105 SCALE: 1"--40' 0 10 20 30 40 60 80 FEET 1.) The foundation shown was located on the ground by conventional .survey methods on 19/DEC/05. PREPARED FOR: 2.) The property. information shown hereon was Bett's Pond Building Trust, Inc. compiled from available record information and 7Industrial Park Road does not represent an actual on the ground survey. Medway MA02053 3.) This plan .is not for recording and is not PREPARED BY: to be used for construction layout or deed CapeSurv. description purposes. 7 Parker Road Osterville MA 02655 .DWG .#. C551_1g1 FIELD BY., WHK/JPM (508) 420-3994 / 420-3995fox ADMINISTRATION 88 NORTH STREET HYANNIS, MA 02601 (508) 790-0400 .j FAX (508) 790-0969 JOB TRAINING AND EMPLOYMENT CORP. OPERATIONS CAREER OPPORTUNITIES 372 NORTH STREET HYANNIS, MA 02601 (508) 771-JOBS (5627) FAX (508) 862-61 01 February 20,2008 Mr. Thomas Perry, CBO,Building Commissioner Town of Barnstable Regulatory Services,Building Division 200 Main Street Hyannis, MA 02601 Re: 372 North Street Dear Mr. Perry: I am writing in follow up to your letter of December 21,2007 following a site visit to 372 North Street on-December 17;2007. As requested in the above referenced letter,we did reverse the doors that lead to the corridor from the second floor. However;:pursuant to your conversation with Ms. Rezendes from our office,we did not reverse the front entrance door as you determined that it was not necessary. Additionally,we have removed the second lighted exit sign from the second floor g � conference room. Thank you for your help with these matters. Please do not hesitate to contact me if you have any questions. Sirtweely, _ P rn '. 'stina E.Dower 44 y President c 1 F3 C.C. Ms. Joan Rezendes c�a s-- . :1V1r ArthurJ:Napolitano:: r' Message Page 1 of 1 Roma, Paul From: Swiniarski, Ellen Sent: Wednesday, September 05, 2007 10:08 AM To: Roma, Paul Subject: FW: 372 North St Hyannis Dear Paul, The site plan review committee for this project informed the prospective tenant that they would need the alarm system checked prior to the issuance of a CO because the building had not been used for a while. The representative of the tenant has attached a copy of the results of the flow and alarm tests. There are no other outstanding issues. Thanks, Ellen -----Original Message----- From: Alison Maloney [mailto:aamaloney@comcast.net] Sent: Tuesday, September 04, 2007 4:30 PM To: Swiniarski, Ellen Subject: 372 North St Hyannis Re: Career Opportunities 372 North Street, Hyannis, MA Dear Ellen, The site plan review committee commented that the "fire sprinkler flows/alarm tests will need to be performed for this proposed use prior to obtaining a certificate of occupancy". Please find attached copies of the sprinkler system inspection report and the alarm system report. I certainly could bring these in person as well if you wish. If you would please confirm that these reports satisfy the board's request, I would appreciate it. If there's someone else I should speak to, please let me know. Also, I need to know whom to speak to regarding obtaining a certificate of occupancy for Career Opportunities. Thank you very much. Ali A.A. Maloney 1330 Phinney's Ln. Hyannis,MA 02601 Bus: (508)362-1300 ext. 787 Bus: (800)244-1592 ext. 787 Fax: (508)362-1313 Cell: (774)836-0347 aamaloney@comcast.net www.CapeCommercialRE.com I 10/24/2007 i •'rr l l l I,11t1+ FSS AUTOMATIC SRfiR�$,'& \i. ,R CORPORATION P.O. BOX 3116, PLYMOUTH, MA 02360 Inspection Report No. Inspection Contract No. (508) 747-6609 FAX: (508) 747-0992 Conferred With Bureau File No. Report To Building or Location Street Inspector. City & State Date 1. GENERAL Yes N.A. No' a. Is the building occupied? . . . . , b. Is occupancy same,as previous Inspection? . , c. Are all systems In service?. _ . d. Are all fire protection systems same as lost Inspection? . . e, is building completely sprinklored? . . f. Are all new additions and building changes properly protected?. . g. Is all stock or storage properly below sprinkler piping? . h. Was property free of fires since last Inspection? (explain any fire an separate shoot). . . i. In areas protected by wet system, does the building appear to be properly heated in all areas, Including blind attics, perimeter areas and are all exterior openings protected against entrance of cold air? . . 2. CONTROL VALVES a. Are all sprinkler system main control valves open? b. Are, all other valves in proper position? . . c. Are all control valves In good condition and sealed or supervised? . . . . . . . . . 3. WATER SUPPLIES a. Was a water flow test made and results satisfactory? . . . . 4. TANKS, PUMPS, FIRE DEPT.CONNECTIONS a. Are fire pumps,gravity tanks, reservoirs and pressure tanks in good condition and properly maintained? . b, Are fire dept. connections In satisfactory conditions, coupling&free,caps In place and chec4 valves tight? . 5 WET SYSTEMS a. Are cold weather valves open or closed as necessary?. . b. Have anti-freeze systems been tested and left In satisfactory condition? . . . c. Are alarm valves,water flow indicators and retards In satisfactory condition? . . .. . . . 6. DRY SYSTEMS a. Is dry valvo in service and in good condition? . . . . P. Is air pressure and priming water level normal? . , c. Is air comprosor in good condition? . . . . . d. Were low points drainod during fall and winter Inspections?. . . . . . . . . . . . . . . . . . . . a. Are Quick Opening Devices In service? f. Has piping boon chocked for stoppage within past.10 years? . 9, Has piping boon chocked for proper pitch within past 6 years? . , h. Have dry valves boon trip tested sailsfactorily as required? . . i. Are dry valves adequately protected from freozing7 . , (. Valve house and hector condition mtisfactory7 . . . 7. SPECIAL SYSTEMS a. Were valves tested as required? + . . . . b. Were all heat responsive systems tested and results satisfactory? . . . . C. Were supervisory features tested and results satisfactory?. . . . . . . . . . . . . . . . . . . . . . . . . . B. ALARMS a. Water motor and gong lost satisfactory?. . . . . . . . . .. . . . . . . . . . . . . b. Electric alarm lost satisfactory? . . c. Supervisory alarm service lost satisfactory? . . 9. SPRINKLERS — PIPING a. Are all sprinklers in good condition, not obstructed, and free of corrosion or loeding7 . . b- Arc all sprinklers loss than SO years aid? . .. . c. Are extra sprinklers readily available] _ .. d. Is condition of piping, drain valves,check valves,hangers,pressure gauges, open sprinklers, strainers satisfactory? . e. Are all sprinklers of proper temperature rating? .. f. Are portable fire extinguishers in good condition? g. Is hand hose on sprinkler system satisfactory? . *Explain 'No"answers in Item No. 19 N.A.Not Applicable 10. Dato Dry System Piping last chocked for stoppage, . . . it. Dote Dry System Piping last chocked for proper pitch 12. Dato Dry Pipe Volvo lest trip tested . . . . 13. Wax Systems: No? Make and Model? 14. Dry Systems: No? Make and Model? 15. Special System: No? Type Make and Model? Condition? I I n f ;r I Open Secured Closed Signs 16. CONTROL VALVES No? Type? Condition j You No Yes No Yee No Yes No iCity Connection Control Valve Tank Control Valves E I Pump Control Valves j Sectional Control Valves System Control Valves ' 17. WATER FLOW TEST Water Pressure? . . . . . . . . . . Clry .T. . . . . . . PSI Tank . . . . . . . . . . PSI Fire Pump . . . . . . . . . . PSI l 1 Water Flow Test? . . . . . . . . . . . . . . . . . . . . . . . . . . . . {)t none made,why) Size Pressure Flow Pressure Size Pressure Flow Pressure Test Pipe Located Test Pipe Before Pressure After Test Pipe Located Test Pipe Before Pressure At to, Ia. Meat Responsive Devices: Type? , Type of test? Valve No . . . . . . A . . . . B . . . . C . . . . D . . . . E . . . . F Valve No . . . . . . A . . . . B . . . . C . . . . D . . . . E . . . . F . . . Valve No . . . . . . A . . . . B . . . . C . . . . D . . . . E . F . Volvo No . . . . . . A . . . . B . . . . C . . . . D . . . . E . . . F . . . . jValve No . . . . . . A . . . . B . . . . C . . . . O . . . . E . . . . F . . . . Valve No . . . . . . A . . . . B . . . . C . . . . D . . . . E . . . . F . . . . I Valve No . . . . . . A . . . . B . . . . C . . . . D . . . . E . . . . F . . Valve No . . . . . . A . . . . B . . . . C D . . . . E . . . . F . . . . Auxiliary equipment: No? . . . . . . . . . . Type? . . . . . . . . . . Location . . . . . . . . . . Test Results? . . . . . . . . . . 19, Explanation of any "NO" answers. - `^ 20. Recent changes in building occupancy or fire protection equipment. 21. Adjustments or corrections to be made. i a _ 22. Desirable improvoments. DUPLICATE TO: STREET CITY & STATE 'Explain "NO"answers in Item No. 19 Copy of the Foregoing Report Recei"d This Dole By j SUBSCRIBER DtiTE 201 /)/.d-Jar, otwe!P;foa,4 We �aarnau�/iy J2�laddCcc/utae�G�026Ts ALARM INSPECTION REPORT Occupancy: Bett's Pond Office Building 372 North Street Hyannis, MA 02601. Site Contact: Damon Kendall Telephone Alarm System is a Q0 Fire System ( ) Security System A.larn; System Reports to: (X) Cape Cod Alarm Co., Inc. ( ) Other: Local The Alarm System at the above location was tested, and all parts of the above system were bound to be, or corrected to be operational, Comments: Date Tested: 08/31/07 By: Rowland Bevan Signature:,1-1� MA Contractors License# 1592C *INSTAffiNG, SERVICING ANd MONITORING Of SECURITY, FiRE, ANd CCTV SYSTEMS' (508) 398-6316 " (800) 468,8300 FAX: OffiCE (508) 398-5666 * FAX: CENTRAf STATION (508)760-2012 MA LICENSE No. 1592C I Inspection and Testing Re port Property: Bett's Pond Office Building Transmission Type: Inspection Schedule O Mcculloh ( ) Weekly O Multiplex ( ) Monthly (X) Digital ( ) Quarterly O Reverse Polarity ( ) ;3emi-Annually O RF (X) gather: Annually ( ) Master Box Panel Manufacture: Silent Knight Model Number: iFP 100 Location: By Front door Circuit Styles: Addressable Number of Circuits: 1 Software Rev.: Last date system had any service performed: 08/31/07 Last date that any software or configuration was revised: Alarm Initiating Devices and Circuit Information Qty of Circuit Style 7 Addressable_ Manual Stations Ion Detectors _Addressable_ Photo Detectors Duct Detectors Heat Detectors 1 _Addressable_ Water flow Switches 1 _Addressable_ Supervisory Switches 1 _Addressable_ Other: Low Air Pass Fail Comments Transient Suppressors ( ) ( ) Remote Annunciators ( ) ( ) Notification Appliances ( ) ( ) Audible (X ) ( ) Visual . (X ) ( ) Speakers ( ) ( ) Voice Clarity ( ) ( ) Inspection and Testing Report Property: Bett's Pond Office Building Initiating and Supervisory Device Tested and Inspections Loc. & S/N Device Visual Functional Factory Meas. Pass Fail Type Check Check Sc tting Setting Emergency Communications Equipment Visual Functional Comments Phone Set ( ) ( } Phone Jacks ( ) ( ) Off Hook Indicator ( ) ( ) Amplifier ( ) ( ) Tone Generator ( ) ( ) Call In Signal ( ) ( } System Performance ( ) ( ) Interface Equipment Visual Functional Simulated Operation Specify ( ) ( ) ( ) Specify ( ) ( ) ( ) Specify ( ) ( ) ( } Special Hallard System Specify ( ) ( ) ( ) Specify ( } { ) { ) Secondary (Stand-by) Batt!ry 2 Storage Battery: Amp-Hr Rating__18 Calculated Calculated capacity to operate system in.hours: 24 60 Engine —driven Generator Dedicated to Fire Alarm System: Location of Fuel Storage: Type.of Battery ( ) dry cell (X) sealed lead acid { ) nickel cadium ( } lead acid ( ) other Inspection and Testing Report Property: Bett's Pond Office Building Emergency or standby system used as a backup to prima.-y power supply, instead of using a secondary power supply: O Emergency system described in NFPA 70, article 70,') O Legally required standby described in NFPA 70, arti,.le 701 ( ) Operational standby system described in NFPA 70, �-rticle 702, which also meets the performance requirements of article 700 or 701. Prior to Vesting Notifications Are Made yes no Monitoring Entity (.X) { ) Building Occupants (X) ( ) Building Management (X) ( ) Other: ( ) ( ) AHJ notified of any impairments ( ) { ) System Tests c& Inspections Visual Functional Comments Control Panel (X) (X) Interface Equipment. (X) (X) Lamps/LED's (X) (X) Fuses ( ) (X) Primary Power Supply ( ) (X) Trouble Signals (X) (X) Disconnect Switches ( ) ( ) Ground Fault Monitoring ( ) ( ) Secondary Power ( ) (X) Battery Condition (X) (X) Load Voltage (X ) (X) Discharge Test ( ) ( ) Charger Test ( ) ( ) Specific Gravity ( ) ( ) Alarm Indicating Appliances and Circuit Information Qty of Circuit Style Qty of Circuit Style Bells Strobes 4 Horns Speakers Chime./Strobes _ Horn/Si:rnbes 10 Number of indicating circuits: 3 Are circuits �upervised? (X) yes { ) no Inspection and Testing Report Property: Bett's Pond Office Building Supervisory'Signal Initiating Devices and Circuit Information Qty Circuit Style .Building Temp. Site Water Temp Site Water Level Fire Pump Power Fire Pump Running Fire Pump Auto Position Fire Pump/Pump Controller Trbl. Generator In Auto Position Switch Transfer Generator Engine Running Other Signaling Line Circuits Quantity and style (see NFPA 72, table 3-6.1)of sib alin;line circuits connected to system: Qty. Style(s) Stem Power Supplies Primary (main): Nominal Voltage_110v , Amps _20 Overcurrent Protection: Type_Circuit Breaker_, Amps Location (panel no.) Disconnecting Means Location: Special Procedures: Comments: On/Off Premises Monitoring Yes No Yes No Alarm Signal (X) ( ) Supervisory Signal ( ) ( ) Alarm Restoral (X ) ( ) Supervisory Restoral Trouble Signal (X ) ( ) Notifications That Testing Is Complete Yes No Yes No Building Management (X) ( ) Building Occupants (X) ( ) Monitoring Agency (X) ( ) other(specify; ( ) ( ) The following did not operate correctly: System Returned to normal operation on 08/31./07 at 1.0:00 Account 123456: uploaded on 8/31/2007 9:38:26 AM Legend: Sen: Lists the smoke sensitivity in percent per foot obscuration or degreos F. which will cause an alarm. ATL: Alarm Threshold. Analog value at which a sensor will indicate an al arm condition. ACA: Average Clear Air. Same as the CAV except averaged and filtered ever time. MT: Maintenance Threshold. Analog value at which a point is in need of inspection or maintenance. TT: Trouble Threshold. Analog value at which a point indicate a trouble condition. CAV: Current Analog Value. Instantaneous analog value of the sensor. CA%: Current Percent Alarm. Indicates how close the analog value is to E larm. PCA: Peak Clear Air. Indicates the highest analog value for the sensor. PA%: Peak Percent Alarm. Same as the CA% except how close the peak value is to alarm. Status: Normal: Detector requires no maintenance. Cal Maint: Cleaning recommended. Detector is close to noncompliance. Cal Trouble: Detector is not in compliance with NFPA 72 - needs cloaning, etc. NFPA72: Yes means that the detector is within compliance of NFPA 72 requirements for a detector operating within its marked and listed sensitivity range. No means it is not in compliance. ID ! Name Type Zn Sen ( ATL ACA MT TT CAV CA% PCA PA%F Status I NFPA72 33:008 ELEVATOR MAC Photo 2 13.5 10 161 83 94 _ 0 -1 0 -1 Normal Yes — 33:009 1 ST FLOOR I Photo 3 3.5 0 162 83 1 94 _ 0 -1 0 { -1 _ Normal 1,-Yes 33:010 2 ID FLOOR Photo 4 3.5 0 63 83 94 0 -1� 0 -1 Normal Yes / SULLIVAN ENGINEERING , INC . November 21, 2006 Tom Perry,Building Commissioner Barnstable Site Plan Review 200 Main Street Hyannis, MA 02601 SUBJECT: Bett's Pond Building Trust 372 North Street,Hyannis,MA Map 308,Parcel 008 SPR 010-05 -Dear Tom: I am pleased to inform you that as a result of an on-site review by Sullivan Engineering, Inc., the Bett's Pond Building Trust project located rt,3t "Nora Street;.Hyannis, MA was found to be in substantial compliance with the Site Plan Review conditions approved under SPR 010-05 except for the following 1. Parking lot lighting, 2. Dumpster fencing,and 3. Retaining wall fencing. The above-mentioned items have been scheduled for installation, but had not been installed at the time of our inspection. This letter is to provide you with certification based on our knowledge and belief that the project has been completed in substantial compliance with the approved site plan. Sincerely, I Peter Sullivan,P.E. CC.: Ellen Swiniarski William Hulbig Richard Bickelman, Esq. 7 PARKER ROAD, OSTERVILLE, MA 02655 TEL: (508) 428-3344 PSULLPF@AOL COM FAX: (508) 428-3115 1 . 08"0/20116 10:a$ FAX 367 2315 P $ AND L 2001 P®sternatk POSTUNAK aLANxsTaN aLupio LLP Face DATE: 12, Z - --FI►_-NO. COMPANY: PHONE NUMBER: FACSIMILE NO,: TOTAL PAGES (INC'-UDING COVER PAGE): FROM: G _ BUSINESS PHONE: FACSIMILE NO.: C lr/ CONFIDENTLUATY NOTE:The docurnents accompanying,this facsnrile contairi ittfermadan from the,law firm of Postanta$3lanksr..in& Lund L.I.F which is con5dwdal andler privile-d. The information is intended only for the use of the individual or entity-mined on his nan=dssian sheet if you arc not tht intended tftipient,you are hcretry natif;ed that any diwlovre,copying or disatbutioa or the talda3 of any action in reliance on he eontenoi of this facsiYrala is Hhetly prohibited,and that the documents sloottld be retuned to this Firm irn aedistely. If you have received tlHs facsimile in =or,please aotffy u., by.telephorc immediately so 'hat we can arratlge floc -he rrwm of the or(0,41 documents to us at cast nc to you. Frud=iW T,zwer 8t?Q Eaylsie Street �o3ian,1�G10219i.Boos 6.17.9 :6100 ,Pas 61i.367�1� ,p ram A 08/22/2006 10:38 FAX 367 2315 P B AND L Z 002 ' Commonwealth of Massachusetts County of Barnstable The Superior Court CIVIL DOCKET#BACV2006-00259 RE: Benjamin A. Perry, Mary A. Perry (Plaintiffs) vs. Bett's Pond Building Trust, Inc. (Defendants) PRELIMINARY INJUNCTION This action came on to be heard before the Court upon the return of an Order of Notice to show cause why the application for a preliminary injunction should not be granted, and was argued by counsel; and upon consideration thereof, It is ORDERED and ADJUDGED the application under Prayer 3 of the Complaint is hereby granted; and the defendant, Bett's Pond Building Trust, Inc., and all those claiming by, through and under Bett's Pond Building Trust, Inc., are ENJOINED AND RESTRAINED from entering upon or using,including removal of asphalt,from thefollowing portion of Parcel B,North Street,Barnstable(Hyannis),Barnstable County,Massachusetts, Plan Book 316, Page 5; NORTHERLY by land of the Town of Barnstable and land of Mary A. Perry, about sixty-five (65)feet; SOUTHERLY by North Street,a public way, about forty-eight(48)feet; and; SOUTHEASTERLY by the remaining portion of land of Bed's Pond Building Trust, Inc., being Parcel B on a plan of land recorded in Plan Book 316,Page 5, in three courses,about fifty-one(51)feet_ The above-described area is shown as"Paved Parking"on a plan of land entitled SKETCH PLAN of Land in Hyannis, MA, Prepared for Benjamin Perry, Date: February 20,2006. Scale: 1"=20'U.; until further order of the Court. Dated at Barnstable, Massachusetts this 9th day of June, 2006. Gary A. Nickerson, Justice BY:....... __ ............... - A'true eopy, Attest; � Clerk dark Telephone: (508)375-6684 G JpJAJ_1.Wy10 460121 appall =one=icx AOTC Information Center Page 1 of 6 Commonwealth of Massachusetts SUPERIOR COURT Case Summary Civil Docket Perry III et al v Bett's Pond Building Trust Inc Details for Docket: BACV2006-00259 Case Information Docket Number: BACV2006-00259 Caption: Perry III et al v Bett's Pond Building Trust Inc Filing Date: 05/08/2006 Case Status: Disposed: by Settlement Status Date: 12/20/2007 Session: Second session-Barnstable Superior Lead Case: NA Case Type: Most Tracking Deadlines TRK: A Discovery: 06/26/2008 Service Date: 08/06/2006 Disposition: 05/07/2009 Rule 15: 08/01/2007 Rule 12/19/20: 10/05/2006 Final PTC: 12/23/2008 Rule 56: 08/25/2008 Answer Date: 10/05/2006 Jury Trial: YES Case Information Docket Number: BACV2006-00259 Caption: Perry III et al v Bett's Pond Building Trust Inc Filing Date: 05/08/2006 Case Status: Disposed: by Settlement Status Date:. 12/20/2007 Session: Second session-Barnstable Superior Lead Case: NA Case Type: Declaratory judgement (231A) Tracking Deadlines TRK: A Discovery: 06/26/2008 Service Date: 08/06/2006 Disposition: 05/07/2009 Rule 15: 08/01/2007 Rule 12/19/20: 10/05/2006 Final PTC: 12/23/2008 Rule 56: 08/25/2008 Answer Date: 10/05/2006 Jury Trial: YES Parties Involved 3 Parties Involved in Docket: BACV2006-00259 http://www.ma-trialcourts.org/tcic/fc/?app_ctx=print_docket 3/13/2009 AOTC Information Center Page 2 of 6 Party Role: Defendant Involved: Last Name: Bett's Pond Building Trust Inc First Name: Address: 5 Quail Run Road Address: City: Norfolk State: MA Zip Code: 02056 Zip Ext: Telephone: Party Role: Plaintiff Involved: Last Name: Perry First Name: Mary A Address: 480 Old Mill Road Address: City: Osterville State: MA Zip Code: 02655 Zip Ext: Telephone: Party Involved: Role: Plaintiff Last Name: Perry III First Name: Benjamin A Address: 356 Pitcher's Way Address: City: Hyannis State: MA Zip Code: 02601 Zip Ext: Telephone: Attorneys Involved 7 Attorneys Involved for Docket: BACV2006-00259 Attorney. Involved: Firm Name: Last Name: Schulz First Name: Albert J Address: 7 Parker Road Address: City: Osterville State: MA Zip Code: 02655 Zip Ext: Telephone: 508-428-0950 Tel Ext: Fascimile: 508-420-1536 Representing: Perry III, Benjamin A (Plaintiff Attorney Firm Name: Involved: http://www.ma-trialcourts.org/tcic*/fc/?app_ctx=print—docket 3/13/2009 AOTC Information Center Page 3 of 6 Last Name: Schulz First Name: Michael F Address: Law Offices of Albert J Schulz Address: 7 Parker Road City: Osterville State: MA Zip Code: 02655 Zip Ext: Telephone: 508-428-0950 Tel Ext: Fascimile: 508-420-1536 Representing:. Perry III, Benjamin A (Plaintiff Attorney Firm Name: Involved: Last Name: Schulz First Name: Albert J Address: 7 Parker Road Address: City: Osterville State: MA Zip Code: 02655 Zip Ext: Telephone: 508-428-0950 Tel Ext: Fascimile: 508-420-1536 Representing: Perry, Mary A (Plaintiff) Attorney Firm Name: Involved: Last Name: Schulz First Name: Michael F Address: Law Offices of Albert J Schulz Address: 7 Parker Road City: Osterville State: MA Zip Code: 02655 Zip Ext: Telephone: 508-428-0950 Tel Ext: Fascimile: 508-420-1536 Representing: Perry, Mary A (Plaintiff) Attorney Firm Name: POST01 involved: Last Name: Savoie First Name: Catherine J Address: 800 Boylston Street Address: City: Boston State: MA Zip Code: 02199 Zip Ext: 8004 Telephone: 617-973-6100 Tel Ext: Fascimile: 617-367-2315 Representing: Bett's Pond Building Trust Inc, (Defendant) Attorney Firm Name: POST01 Involved: Last Name: Corrigan First Name: Joseph W Address: 800 Boylston Street Address: Prudential Tower City: Boston State: MA http://www.ma-trialcourts.org/tcic/fc/?app_ctx=print_docket 3/13/2009 AOTC Information Center Page 4 of 6 Zip Code: 02199 Zip Ext: 8004 Telephone: 617-973-6151 Tel Ext: Fascimile: 617-722-4967 Representing: Bett's Pond Building Trust Inc, (Defendant) Attorney Firm Name: POST01 Involved: Last Name: Bickelman First Name: Richard D Address: 800 Boylston Street Address: Prudential Tower City: Boston Stater MA Zip Code: 02199 Zip Ext: 8004 Telephone: 617-973-6178 Tel Ext: Fascimile: 617-722-4988 Representing: Bett's Pond Building Trust Inc, (Defendant) Calendar Events 10 Calendar Events for Docket: BACV2006-00259 No. Event Date: Event Time: Calendar Event: SES: Event Status: 1 05/18/2006 14:00 Motion/Hearing: prel inj A Event not held-req of Defenda 2 05/31/2006 09:00 Status: administrative A Event held as scheduled 3 05/31/2006 10:30 Status: administrative A Event held as scheduled 4 06/01/2006 10:00 Status: administrative A Event held as scheduled 5 06/01/2006 14:00 Motion/Hearing: prel inj A Event not held-req of Defenda 6 06/08/2006 14:00 Motion/Hearing: prel inj A Event held as scheduled 7 08/29/2006 09:00 Motion/Hearing: prel inj A Event held as scheduled 8 12/20/2007 14:00 Motion/Hearing:Settlement A Event held as scheduled 9 02/29/2008 09:00 Status: administrative A Event held as scheduled 10 03/03/2008 09:00 Status: administrative A Event held as scheduled Full Docket Entries 78 Docket Entries for Docket: BACV2006-00259 Entry Date: Paper No: Docket Entry: 05/08/2006 1 COMPLAINT &civil action cover sheet filed 05/08/2006 Origin 1,Type D13,Track A. (cc: MIS) 05/08/2006 Filing fee paid in the amount of$275.00 including $15.00 surcharge 05/08/2006 and $20.00 security fee. http://www.ma-trialcourts.org/tcic/fc/?app_ctx=print_docket 3/13/2009 IAOTC Information Center Page 5 of 6 05/08/2006 2 MOTION for Temporary Restraining order 05/08/2006 3 MOTION for lis pendens order against Defendant 05/08/2006 MOTION (P#2); for TRO; ALLOWED at 3:13 p.m., as to Prayer #2 in 05/08/2006 Verified Complaint, returnable on May 18, 2006 at 2:00 p.m.; by the 05/08/2006 Court, Nickerson, J (Scott D Colgan, Asst Clerk) Atty present 05/08/2006 Upon payment of$90.00,TRO issued as ordered (cc: Atty in hand) 05/08/2006 Motion (P#3) No action at this time; by the Court, Nickerson, J 05/08/2006 (Scott D Colgan, Asst Clerk) Atty present 05/16/2006 NOTICE: Hearing (P#3) on June 1, 2006, at 2:00 p.m. (fx: AJS &JC) 05/16/2006 Stipulation (faxed) by parties extending TRO until June 1, 2006, at 05/16/2006 2:00 p.m.; original to follow by mail 05/19/2006 4 SERVICE RETURNED (Summons and TRO): Bett's Pond Building Trust Inc, 05/19/2006 4 service made on May 11, 2006 (last and usual) of William F. Hulbig 05/31/2006 Received; Emergency MOTION by Deft to continue hearing on Plaintiffs' 05/31/2006 request for PI and request for extension of TRO 05/31/2006 5 EMERGENCY MOTION by Defendant to Continue hearing on Plaintiffs' 05/31/2006 5 request for Preliminary Injunction and Request for Extension of 05/31/2006 5 Temporary Restraining Order 05/31/2006 Motion (P#5) ALLOWED (Richard F. Connon, Justice) fx: JWC & MFS 05/31/2006 6 Opposition by Plaintiff to (P#5) 05/31/2006 NOTICE: Hearing (P#2) on June 8, 2006, at 2:00 p.m. (fx: MFS, JC) 05/31/2006 7 Interlocutory ORDER continuing restraining order in force, by the 05/31/2006 7 Court, Connon, J. (John S. Dale, 1st Asst Clerk) 06/01/2006 8 ANSWER and COUNTERCLAIM: Bett's Pond Building Trust Inc with jury 06/01/2006 8 claim by Joseph Corrigan 06/07/2006 9 MEMORANDUM: Plaintiffs' in support of motion for preliminary 06/07/2006 .9 injunction, (#2) 06/07/2006 10 AFFIDAVIT of Benjamin A. Perry, III 06/07/2006 11 AFFIDAVIT of John A. Largay, Jr. 06/07/2006 12 AFFIDAVIT of Floyd J. Sylvia 06/08/2006 16 Preliminary injunction issued; Deft ENJOINED from: entering upon or 06/08/2006 16 using, including removal of asphalt from the following portion of 06/08/2006 16 Parcel B, North Street, Barnstable, (Hyannis), Barnstable County, 06/08/2006 16 Massachusetts, Plan Book 316, Page 5. . . (Gary A. Nickerson, 06/08/2006 16 Justice) cc: AJS &JC; 6/9/06 06/08/2006 13 Opposition by Defendant to Application for P.I. with supporting 06/08/2006 13 affidavits (2) [P#1] 06/08/2006 14 Affidavit of John O'Dea in opposition to Application for P.I. (P#1) 06/08/2006 After hearing, Application for Preliminary Injunction (P#1); Prayer 06/08/2006 3, is ALLOWED; by the Court, Nickerson, J (Scott D Colgan, Asst Clerk) 06/08/2006 Motion (P#3)ALLOWED, after hearing; by the Court, Nickerson, J http://www.ma-trialcourts.org/tcic/fc/?app_ctx=print_docket 3/13/2009 AOTC Information Center Page 6 of 6 06/08/2006 (Scott D Colgan, Asst Clerk) 06/08/2006 15 MEMORANDUM and ORDER re: lis pendens (Nickerson, Justice) 06/19/2006 17 ANSWER to COUNTERCLAIM (P#8) by Plaintiffs with jury demand 08/22/2006 RECEIVED: Plaintiffs' Emergency motion to amend preliminary 08/22/2006 injunction with affidavit in support 08/22/2006 18 MOTION: Plaintiffs' emergency to amend verified complaint 08/22/2006 Motion (P#18) ALLOWED-may be filed (Christopher J. Muse, Justice) 08/22/2006 Notices mailed/faxed 8/23/2006 08/22/2006 19 MOTION: Plaintiffs' emergency to amend preliminary injunction 08/22/2006 Motion(P#19) Further hearing to be held on 8/29/06 at 9:00 A.M., by 08/22/2006 the Court, Muse, J(1st Asst Clerk, John S. Dale). Notices maile/faxed 08/22/2006 8/23/2006 08/22/2006 Notice sent to appear on 8/29/2006 at 9:00 A.M. for a hearing on 08/22/2006 plaintiffs' emergency motion to amend preliminary injunction (to MS 08/22/2006 and JC) 08/22/2006 20 AMENDED COMPLAINT 08/29/2006 Motion (P#19) After hearing, motion is DENIED; by the Court, Muse, J 08/29/2006 (Scott W Nickerson, Clerk-Magistrate) fx: MFS, JC; 8/30/06 10/02/2006 21 ANSWER (amended complaint): Defendant's with jury claim by Joseph 10/02/2006 21 Corrigan 12/06/2006 23 Request: defendant's for leave to file reply to plaintiffs 12/06/2006 23 opposition to motion for fees and costs 12/06/2006 22 MOTION: Defendant's for fees and costs under MGL c. 231, sec 617; 12/06/2006 22 plaintiffs opposition 01/29/2007 Request(P#23) ALLOWED (Nickerson, Justice) Notices mailed/faxed 01/29/2007 1/30/2007 to MS and JC 01/29/2007 Motion (P#22) DENIED (Nickerson, Justice) Notices mailed/faxed 01/29/2007 1/30/2007 to MS and JC 11/29/2007 24 Agreement for Judgment by the parties 11/30/2007 Notice: Hearing (Approval of P#24) on December 20, 2007, at 2:00 p.m. 11/30/2007 (fx: AJS & RDB) 12/20/2007 '25 JUDGMENT on parties Agreement for Judgment(Richard F. Connon, 12/20/2007 25 Justice). Certified copies sent this date to MFS, RDB http://www.ma-trialcourts.org/tcic/fc/?app_ctx=print_docket 3/13/2009 ALBERT J. SCHULZ ATTORNEY AT LAW WILLIAM CHARLES PLACE 7 PARKER ROAD OSTEBVILLE, MASSACHUSETTS 02655-2034 TELEPHONE(508)428-0950 FACSIMILE(508)420-1536 E-MAIL ASchulzesq@aol.com May 25, 2006 Tom Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 RE. 372 North Street, Hyannis Dear Mr. Perry: This will confirm our meeting concerning the above captioned parcel. I represent Mary t A. Perry and Benjamin A. Perry, III, owners of real estate at 340 North Street,Hyannis,that abuts the land at 372 North Street. An issue has arisen regarding the rights in aportion of the paved parking lot.used by my clients. Record title to this area, shown on the attached plan prepared by downcape engineering, is presently in Bett's Pond Building Trust, Inc. On the approved site plan, this area contains landscaping and about three parking spaces and the owner of372 North Street has threatened to eliminate the paving dispute my clients claim of ownership by adverse possession. Sullivan Engineering has amended the site plan to eliminate any parking or landscaping with the area at issue and has relocated the three parking spaces to other areas on the site plan which,by necessity, will eliminate more "green space." You have advised me that the revised site plan is acceptable and that such approval can be handled administratively. If I have misstated anything in this letter, please advise me at your earliest convenience. Sin ely, Albert .. .,. .. y� AJS/ifs i : r _ , ;f rvr .. f r c.. - �. ,. ..t.:.l. { t<...G rl_..,x r 'c� „��.x...•.st..d.r :. ,^ cr -� r. . 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Y•a r�+ �� �r (1�� ^. ,�; r - r3 �a � • wt - .' .... _ � _ ±C a �.t;�iyY " _;����. i ��`• �'�a: ;w���,,,,.:^.'�'^-,,' ...."w,� �;'r. 372 North St. , Hyannis 8/24/06 r. .F c 1� f a aQoO E1 Q,p to{� " 220 Main Street,Falmouth,MA 02540 /�►.��,,�� ' " 1` TEL(508)540-7400 ++� 4 FAX(508)540-0220 May 1, 2006 Mr. Thomas Perry Building Commissioner Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 Re: Construction Progress Report for Bett's Pond Office Building C)r-Iz) North Street, Hyannis, MA Owner: William Hulbig General Contractor: Kendall & Welch 0 Dear Mr.:Perry: During construction of the above-referenced project, I and a representative of KL&A, Structural Engineers have visited the site at appropriate intervals in order to inspect & photograph the excavation and footing forms, the foundation walls, the floor framing and steel columns and beams, and the roof framing and steel columns and beams. I have also reviewed all shop drawings for the engineered floor frame and roof frame. To date,with the exception of one minor framing issue which has since been resolved, I have found the construction of this building to be in accordance with my drawings and in accordance with good construction practices. The final framing inspection has been cof pleted by KL&A. See attached report dated April 19, 2006. Sincerely, v y' ey Louis F. Giampietro, AIA Principal P„13 Attachment I 0 4� KL&A, Inc. �. . 1 Structural Engineers and Builders Falmouth, MA Golden,CO Loveland, CO Denver,CO April 19,2006 L.F. Giampietro, AIA Architect 220 Main Street Falmouth,MA 02540 Re: Final Framing Inspection for Bett's Pond Office Building Dear Fred: On April 19`h' 2006, we observed the finished structural frame for the Bett's Pond Office Building in Hyannis, MA. The observation consisted of a walk-through of the building. The framing sizes and connections appeared to have been built in accordance with structural drawings and specifications. Missing fasteners at the upper hold downs as specified in 1/SK04 have to be placed. Plumbing and electrical systems had not been installed at the time of site visit. Sincerely, (� 10 �ar Lars e e De It a a4s� AN EA GO SE w� STRUCT AL ' 0 e9 �fOISTEa�� 4 O�FSStpkA Reviewed by: Andrea Gosselin,P.E. Principal Engineer 17 Academy Lane,2nd Floor, Falmouth,MA 02540 Phone:508 457 6794 ■ Fax:508 457 7094 www.klaa.com L 6 / t d rO l�q _ ASSESSORS REF.: ZONE: Mop 308, Parcel 008 B (Business) Area (min.) N/A N/F Qerly Frontage (min) 20' OVERLAY DISTRICT. WidthNIA (min N A "wj6il AP — Aquifer Protection District Setbacks: NPI Peaj As'Shown on Plan .Entitled Front 20' M°14}5/„2 "Revised Groundwater Protection Side N/A Overlay Districts" — April, 1993 Rear N/A NIB°,"16b1e W �C0 NN FLOOD ZONE. t°w0,201/3 Ng1.41'25 �ry: Zone B & C (see plan) a1� p Community Panel No. 26 J //250001 0006 D S0 July 2, 1992 L' °s Vrp 6 6.0 / T i _ A4 g9 \ i \ New Concrete 0 \ Foundation \ # 372 \ 1� \ O �. 103.3' b � P \ o O \ O _99.90' To St. Line 99.33' Bd. to Bd. ' 1 N66'18'53"W Edge of Pond __--- —._------------pitch NIT Philip M Boudreou - ��' Of#56156 ZN OF MASs gcyG I certify that the foundation RICHA,RD ��. .shown hereon conforms to the 4 R. a WFUREUX - setback requirements of. the PLOT PLAN #343t2 Zoning Bylaws of the town of Barnstable. IN zo o � os BARNSTABLE Professional Land Surveyor Date (Hyannis) MASS. NOTES: DATE: 20/DEC105 SCALE: 1"--40' 0 10 20 30 40 60 80 FEET_ 1.) .The foundation shown was located on the ground by conventional survey methods on 19/DEC/05. PREPARED FOR: 2.) The property. information shown hereon was Bett's Pond Building Trust, Inc. compiled from available record information and 7Industrial Park Road does not represent an actual on the ground survey. Medway MA02053 3.) This plan .is not for recording and is not PREPARED BY: to be used for construction layout or deed CapeSury description purposes. 7 Parker Road Osterville MA 02655 .DWG .#. C551_1g1 FIELD BY. WHK/JPM (508) 420-3994 / 420-3995fox '�l 'CA � ASSESSORS REF.: ZONE: Map 308, Parcel 008 f OM — Office/Multifamily Area 20,000 SF(min.) NSF Pe,y OVERLAY DISTRICT wdt„°?m;��tN/A 0 AP — Aquifer Protection District Setbacks: NAP°rry_ As Shown on Plan Entitled Front 20'(min) Mnr435/023 "Revised Groundwater Protection Side 10'(min) Overlay Districts - April, 1993 Rear 10'(min) - NIF,ns1°ble Coti FLOOD ZONE. 1 316 2 5,' j0wn 12p91 S�.41 p1� cV- Zone B & C (see plan) N 260�1' v Community Panel No. #250001 0006 D July 2, 1992 F rn 10b1e j0wn 1 316 _ 6.0' /. 209 i 20� New Concrete `v Foundation # 372 78.6' cV w � � v O 0) 103.3' `O \ `sec O`� �� .99.90' To St. Line 99.33' Bd. to Bd. i N66'18'53"W Edge of Pond 1 NIF Philip M Boudreou .•+� - ctf#56156 �`{OF 44,;ssq I certify that the foundation RICriARD o� H �y� shown hereon conforms to the � o R. setback requirements of the U LHFUlEux N PLOT PLAN - - " 5.3�312 Zoning Bylaws of the town '° of Barnstable. IN 9�F S p BARNSTABLE Pro essiono Land Surveyor Date (Hyannis) MASS. NOTES. DATE: 281DEC105 SCALE: 1"=40' 0 10 20 30 40 60 80 FEET 1.) The foundation shown was located on .the ground by conventional survey methods on 19/DEC/05. 'PREPARED FOR: 2.) The property information shown hereon was Bett's Pond Building Trust, Inc. compiled from available record information and 7Industrial Park Road does not represent on actual on the ground survey. Medway MA02053 3.) This plan is not for recording and is not PREPARED BY: to be used for construction layout or deed CapeSury description purposes. 7 Parker Road Osterville MA 02655 DWG #: .C551_1g1 FIELD BY: WHK/JPM (508) 420-3994 / 420-3995fox L F GIAMPIETRO ARCH SOS S40 0220 06.27pm P. 001 220 Man Street,Falmouth,MA 02540 TEL(508)S4G 7400 - FAX FAX(508)54G-MO R TELECOP`!TRANSMITTAL ®ate: LoV, Z�U Company: VR:;C1 Attention: P Fax Number. ( ) �� -� t,Z'Sc; Project Number. Project Name: b g:rf s Polo p fCF- � Message: 1 d (_Of�v,C�CI� C.oNS-TEUCTI'DO Cyr"L- 1r>A TJ- `r. As sT n r l C Plumber of pages sent including this transmittal sheet If you do not receive all pages, please call(508) 540-7400.as soon as possible. ` Thank you. L F GIAMPIFTRO ARCH see E40 0220 11,,02/05 M Z7pm P. 002 CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: / ✓ t p - t i- e� --r PROJECT TITLE: __— PROJECT LOCATION: _� `4 _`Z. !�Pj9 7 �.�� i A L , 66 NAME OF BUILDING: = S �per— `F/ L it k yv(I SCOPE OF PROJECT: ��cur> c In accordance with Section 116.2.2 of the Massachusetts State Building Code, _�_t>ft i S Mass.Registration No._4�� — being a zegistered professional enginee !architect ereby certify that I have prepared or direr y supertiised the preparation of all design plans,compu: ' s and specifications concerning: __—Entire Project h/�4rchitectural Structural Mechanical _Fire Protection Electrical Other The above referenced project(s),to the best of my knowledge,such as plans,computations and specifications meet the app icable provisions of the Massachusetts State Building Code of 780 CMR 60' edition. I further certify that I shall perfoi n the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2.2: 1. Review;for conformance to the design concept,shop drawings,samples and other submirtals, which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-.required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become,generally familiar with the progress and quality of the work and to determine,in general,of the work is being performed in a manner consistent with the construction. Pursuant to Section 116.2.2,1 shalt submit periodically,a progress report together with pertinent comments to the State Building Inspector. Upon Completion of the Work,I shall submit a final re rt as to the satisfactory completion and readiness of the project for occupancy,, Signature and Seal L/ -r Subscribed and orn to before me this �a _day of'� �2005. KATHLEEN J.SHEEHAN, Notary public MlY om Cmission Ex pines Nov 25, 2005 tap' lic My Commission Expires On .�itr (JlllJt.fltUJtf[sPfLlflt li!� ��Q:UC[,Cfll[<tP,�6 . BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR ;1k Num 083484 o Birthdate: 07;lw- �L#Jg Expires: 07/11/2006 T no: 83484 Restricted: 00 RONALD WELCH 85 BRIGANTI R HATCHVILLE, MA Administrator Board of Building Regula 'ons and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 128405 Type: Partnership - Expiration: 4/5/2007 KENDALL & WELCH CONSTRUCTION DAMON KENDALL 54 KOMPASS DR. ------ ----- FALMOUTH, MA 02536 Update Address and return card.Mark reason for change. 3v-CA1 0 50M-04105-PC869800 / Address Renewal n Employment Lost Card 7- Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 128405 Board of Building Regulations and Standards Expiration: 4/5/2007 One Ashburton Place Rm 1301 Type: Partnership Boston,Ma.02108 KENDALL&WELCH CONSTRUCTION - DAMON KENDALL 54 KOMPASS DR. FALMOUTH,MA 02536 Administrator Not valid without signature Town of Barnstable Regulatory Services B"x11ASS. Thomas F.Geiler,Director iOtE039. ' Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: �C Map/Parcel: Project Address 872— � � '� Builder: The following items were noted on reviewing: �.� �►..)����'�'1�:.� ���-.aim ��►�J e�� Reviewed by: Date: i- ► O Q:Forms:Plnrvw r N00--14<005 13:44 FR0M:K.t_&A,1NC 5084577094 Tn:150679062 0 P.1- t KL&A, Inc. Structural Engineers and Builders 17 Academy Lane,2nd Floor Falmouth,MA 02540 Ph:508 457-6794 Fax:508 457-7094 Job Name: BeWs Pond Job Number: F0205 Fax Transmittal To: Russ Wheeler Company: Hyannis Building Department Phone Number: Fax Number: (508)790-6230 From: Andrea Gosselin,P.E. Date: November 14,2005 Pages Including Cover: 2 re: Construction Control Affidavit for Bett's Pond Offices Cc: Tina Lewis L.k'triam ietro 5U� 4U-U U p ( ) 5 22 Comments: Russ, Attached please find out notarized Construction Control Affidavit for the Bett's Pond Project. If you have any questions or comments please feel free to contact us. Sincerely, Andrea Gosselin,P.E. M:\Setts PatdlCorrespondance105-!1.14 rax.dac NOV-14VO05 13:45 FR0M:KL2A!INC 5084577094 T0:150879062.30 P.2 CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: PROJECT TITLE: PROJECT LOCATION: 1 q,v�v�ws NAME OF BUILDING: SCOPE OF PROJECT: c rdane with Se tion 116.2.2 of the Massachusetts State Building Code,1, ind 20 —,Mass.Registration No. '�'y� _being a registered professional en&eerlarchitect hereby certify that 1 have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Entire Project Architectural Structural Mechanical Fire Protection Electrical Other The above referenced project(s),to the best of my knowledge, such as plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code of 780 CMR 6'h edition. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2.2: 1. Review, for conformance to the design concept,shop drawings,samples and other submittals, which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become,generally familiar with the progress and quality of the work and to determine, in gereral,of the work is being performed in a manner consistent with the construction. Pursuant to Section 116.2.2,I shall subnut periodically,a progress re it tugether pertinent coanments to the State Building Inspector. Upon Completion of the Work,I s all ubm;t a fi a]Pporl as to the satisfactory completion and readiness of the project for occupanc Signature and Sea s4� AMIREq 0. CGOSSELIN Subscribed and Sworn to before me this f day of QWW er(.2005. STRUCruRAL NO,45038 sipMAt tna� Notary Pu lic KAREN NN DRISCOLL RAKUTIS y Comtrussion Expires On NOTARY PUBLIC Commonwealth of Massachusetts N1v Commission Expires Nov.6.2009 — - I Town of Barnstable °*. Regulatory Services s�utsres Thomas F.Geiler,Director s� 163 .•� p Building Division Tom Perry, Building Commissioner 200 Main Street, IJyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize:''V-eA&L11 i Jdbk (� nJ to act on mybehalf, in all matters relative to work authorized bythis building permit application for: 'J72 Nea;f� 5tre-tl (Address of job) 2 d 1gnature of er Vate _�i/LLB rq-wc �`� l �✓ Print Name ' n.vnofutC•nWNPRPFRTvRSSTON i i I � ' The Commonwealth of Massachusetts Department of Industrial Accidents Dice ofinvestigatfons 600 Washington Street, 7`h Floor -- Boston,Mass. 02111 Workers' Compensation Insurance Affidavit:Buildin lumbin /Electrical Contractors RIME 11011; . i name C'oda•I�W 4 We,tJ-, C13N6firt.c.Ft10 r.l - address �-� o _L4-1 8 city ly FAI-m0 l l• state, MA zip. 0ZS-5(-% phone# work site location(full address): �7 2— I\lorfh ,STLLC-11 PYIW� is n^� 8��0 i ❑ I am a homeowner performing all work myself. Project Type: EZNew Construction❑Remodel ❑ I am a sole proprietor and have no one Working in any capacity. Building Addition ❑ I am an em er )rovidin workers'compensation for my,employees on this job. •+�?a3.}?iu.;'...E.`3�." o.si •}:Sa., z`:!'•:>;Y..=':"r �. y �r(•� rEn :�a;:.^1.v7%. d y>, }. Ir j>,ty�•,:i:•+m�i'.:;i�4'A.::II•�' ';t•^: .i��..._SL..::x;(` =}'4'S:':� #rX.Ir`.'>.,''•, 's lY. ,���3• >KK••��f.�yi�,-*`:F:nn;�..t`�'z�'.rt,• x:ti�. ,;,x• .F .�aY. :E.��' ,e�� :'+; ..ft::°F:r'� 1.tC.3�;... •;r.>5•..,.�;,,pY` •�':'":� ..•a:. %:':o'f+; .•: ..i. g�+,,a.f�t:• q.... :'��K.�:�'ai.�A6..sr. n2�. _ ''XXy.. '<�'1",�:..�s.i. �' d �? 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Y.t.y:�.f!�i !e'' `?"�', .A R. -.�,q,!."�,�'�,jr.�>�v'q ,�•a,��,'yer' n��r1 h.i,v�k::.�. .:.� ek,ti� .,�'t e� � ,y( "� '`i '�. �..,..gs; ';¢;+;:'i.�'�:•.lh:_��"yr-'`...''. r.5.^d1:t.Cj;' 'S�``A•" +Ar Ns.R+ '>..@$,, '{ n"3`:l.'"i'"`Y(•.�'+'•�'S::�a'h':n`�d+t }s•:-•Y:.,y::: �y�.4``ts:.,.�'`:'i1i, `°�+'' �'r`' •r'y' '4'4'+rw _ .•�'' i• j a.•i::.:aud�f^•.i.Fs..Hcti`.Aa t;•a;a" c•'a::a<. _ I am a sole proprietorfgeneralicontracto or homeowner(circle one)and have hired the contractors listed below who have the following workers' CO a ion ices: ,•..<. ,X>':s,u;. ..Y.. ...,,"+,x! :<?•: F: $p�.yy�, �,{.sy.+Y '",G. ¢3'a'*,f+.,i,..,'St''.> •G "v} 3";,pwF*,.,'. xy:'rw;it �•f,':;:,,.�::�.<.rr..y.>,� S�'i., Si �i ;?: •�'bJ',Pk� ,s .5�3;,• ...C•-'lL `&F�ii �i � :v+t<�.'t:}��,F,`n.',,,d..s rt „"F"Y,'t.b..:>rr. " :�,: .bli:s:';c' ,:;�',i,. , ^$.YY:�9:t„j^ '�` .:ef..: _• �'ti•>?+r'�' ,:�•.,..>¢� sL`g .-•n. •rsY,,�. '');:�, ri. .s:v ,,w 'yr�>p.s„S.:a. '+:':.'4E. :r:, 7. .. q:... 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I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby cerd u )rep ' d penalties of perjury that the in on provided above is true and correct Signa. Date �- Print mute M/�A W WZl1 Phone# official use only do not write In this area to be completed by city or town official city or town: permit/license# []Building Department' ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#;� ❑Other (revised Sept 2003) ' r Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law",an employee is defined as every person in the service of another under any contract of hire,express or implied,oral or written. An employer is defined as an individual,partnership,association,corporation or other legal entity,or any two or more of ' the foregoing engaged in'a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of'a . dwelling house having not more than three apartments and who'resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall.not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your'situation. Please supply company name,address and phone numbers along with a certificate of insurance as all affidavits may be. submitted to the Department of.Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and . , date the affidavit.- The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the"law'..'or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail'or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. RUN The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of investigations 600 Washington Street,7`h Floor Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617)727-4900 ext. 406 r . COMMERCIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $150.00 Alterations/Renovations $100.00 Building Permit Amendment $ 50.00 FEE VALUE WORKSHEET NEW BUILDINGS square feet x$140.00/sq.foot= `� �( OW .0081= h Sf � °/� ALTERATIONS%RENOVATIONS OF EXISTING SPACE square feet X$96/sq.foot= X.0081= STORAGE BUILDINGS ONLY square feet X$32.00/sq.foot= X.0081 Commprojcost Rev:063004 Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheck So$ware Version 3.6 Release 2 Data filename: Untitled.rck PROJECT TITLE: Bett's Pond Office Building CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) WINDOW /WALL RATIO: 0.25 DATE: 10/27/05 DATE OF PLANS:. 10/12/05 PROJECT DESCRIPTION: Six Suite Office Building DESIGNER/CONTRACTOR: Architect: L.F. Giampietro Contractor: Kendall and Welch Construction COMPLIANCE: Passes Maximum UA= 1046 Your Home UA= 997 4.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 4800 2LO 0.0 226 First floor walls: Wood Frame, 16" o.c. 2224 19:0 0.0 95 First floor windows: Wood Frame:Double Pane with Low-E 576 0.340 196 first floor doors: Solid 63 0.250 16 Second floor walls: Wood Frame, 16" o.c. 2000 19.0 0.0 91 Window 2: Wood Frame:Double Pane with Low-E 476 0.340 162 Floor.l: All-Wood Joist/Truss:Over Unconditioned,Space 4800 21.0. 0.0 211 Furnace 1: Forced Hot Air, 90 AFUE Furnace 2: Forced Hot Air, 90 AFUE Furnace 3: Forced Hot Air, 90 AFUE Furnace 4: Forced Hot Air, 90 AFUE Furnace 5: Forced Hot Air, 90 AFUE Furnace 6: Forced Hot Air, 90 AFUE_ Air Conditioner 1: Electric Central Air, 12 SEER Air Conditioner 2: Electric Central Air, 12 SEER Air Conditioner 3: Electric Central Air, 12 SEER Air Conditioner 4: Electric Central Air, 12 SEER Air Conditioner 5: Electric Central Air, 12 SEER Air Conditioner 6: Electric Central Air, 12 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 3.6 Release 2 (formerly MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 1-25%of the design load as specified in Sections 780CMR 1310 and J4.4. i Builder/Designer Date REScheck Inspection Checklist Massachusetts Energy Code REScheck Software Version 3.6 Release 2 DATE: 10/27/05 PROJECT TITLE: Bett's Pond Office Building Bldg. Dept Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-21.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. First floor walls: Wood Frame, 16" o.c., R-19.0'cavity insulation Comments: [ ] 2. Second floor walls: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: [ ] 1. First floor windows: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 2. Window 2: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ )No Comments: Doors: [ ] 1. first floor doors: Solid, U-factor: 0.250 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/T russ:Over Unconditioned Space, R-21.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 90 AFUE or higher Make and Model Number [ ] 2. Furnace 2: Forced Hot Air, 90 AFUE or higher Make and Model Number [ ] 3. Furnace 3: Forced Hot Air, 90 AFUE or higher Make and Model Number [ ] 4. Furnace 4: Forced Hot Air, 90 AFUE or higher Make and Model Number [ ] 5. Furnace 5: Forced Hot Air, 90 AFUE or higher Make and Model Number I [ ] 6. Furnace 6: Forced Hot Air, 90 AFUE or higher Make and Model Number [ ] 7. Air Conditioner 1: Electric Central Air, 12 SEER or higher Make and Model Number [ ] 8. Air Conditioner 2: Electric Central Air, 12 SEER or higher Make and Model Number [ ] 9. Air Conditioner 3: Electric Central Air, 12 SEER or higher Make and Model Number [ ] 10. Air Conditioner 4: Electric Central Air, 12 SEER or higher Make and Model Number [ ] 11. Air Conditioner 5: Electric Central Air, 12 SEER or higher Make and Model Number [ ] 12. Air Conditioner 6: Electric Central Air, 12 SEER or higher Make and Model Number Air Leakage: [. ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfin (0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/112 pressure difference and shall be labeled. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be identified so that compliance can be determined. ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating and cooling equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table MAT 1. Duct Construction: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut of the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Siang: [ ] Rated output capacity of the heating/cooling system is not greater than 125%ofthe design load as specified in Sections 780CMR 1310 and MA I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 T or chilled fluids below 55 'F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(Fl Up to I" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Ran e F 2" Runouts 1" and Less 1.25" to 2" 2 " to 4" Heating Systems Low Pressur&Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for Eed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) Bk 19730 P9215 0-24967 , 04-15-2005 & 03 2 02Fa Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands • HARM WPA Form 5 - Order of Conditions sE3-4380 a659.�`� Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 And Chapter 237 of the Code of the Town of Barnstable A. General Information Important: When filling From: out forms on Barnstable the computer, Conservation Commission use only the tab key to This issuance if for(check one): move your cursor- do ® Order of Conditions not use the return key. ❑ Amended Order of Conditions To: Applicant: Property Owner(if different from applicant): Bett's Pond Building Trust, Inc. . Name Name 7 Industrial Park Road Mailing Address Mailing Address Medway MA 02053 City/Town State Zip Code City/Town State Zip Code 1. Project Location: 372 North Street Hyannis Street Address Cityrrown 308 008 Assessors Map/Plat Number Parcel/Lot Number 2. Property recorded at the Registry of Deeds for: Barnstable 18680 063 County Book Page Certificate(if registered land) 3. Dates: March 4, 2005 March 22, 2005 APR 0 3 Date Notice of Intent Filed Date Public Hearing Closed Date of Issuance 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Site Plan Nov. 18, 2004 Title Date Title Date Title Date 5. Final Plans and Documents Signed and Stamped by: Peter Sullivan, PE Name 6. Total Fee: $1,050.00 (from Appendix B:Wetland Fee Transmittal Form) Wpaform5.doc•rev.4/8/05 Page 1 of 7 ' 10 l Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands �� = WPA Form 5 - Order of Conditions SE3-4380 "AS& Provided by DEP 639. Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 And Chapter 237 of the Code of the Town of Barnstable B. Findings 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: ❑ Public Water Supply ❑ Land Containing Shellfish ® Prevention of Pollution ❑ Private Water Supply ❑ Fisheries ® Protection of Wildlife Habitat ® Groundwater Supply ® Storm Damage Prevention ® Flood Control Furthermore,this Commission hereby finds the project,as proposed, is: (check one of the following boxes) Approved subject to: ® the following conditions which are necessary, in accordance with the performance standards set forth in the wetlands regulations, to protect those interests checked above.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: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above.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. ❑ 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). General Conditions (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. Wpaform5.doc•rev.4/8/05 Page 2 of 7 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands = WPA Form 5 - Order of Conditions SE3-4380 tx�ss. Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 And Chapter 237 of the Code of the Town of Barnstable B. Findings (cont.) 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, "MA DEP"] "File Number SE3-4380 " 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 DEP. 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. 1 Wpaform5.doc•rev.4/8/05 Page 3 of 7 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands • �.� WPA Form 5 - Order of Conditions SE3-4380 M"A Provided by DEP 659. Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 And Chapter 237 of the Code of the Town of Barnstable B. Findings (cont.) 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. see attached Findings as to municipal bylaw or ordinance Furthermore, the Barnstable hereby finds (check one that applies): Conservation Commission ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: Municipal Ordinance or Bylaw 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. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: Chapter 237 of the Code of the Town of Barnstable Municipal Ordinance or Bylaw Citation The Commission orders that all work shall be performed in accordance with the said additional 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. c Wpaform5.doc•rev.4/8/05 Page 4 of 7 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands . IZ = WPA Form 5 - Order of Conditions. sE3-4380 MASS. Provided.by DEP � 039..� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 And Chapter 237 of the Code of the Town of Barnstable B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions#4, from the date of issuance. Date This Order must be signed by a majority of the Conservation Commission.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 a appropriate Department of Environmental Protection Regional Office (see a ix A) and the p pe owner (if different from applicant). a Signature \�� fF" % 1 On Of f l 000 Day Month and Year before me personally appeared LAA)(LP- to me known to be the person described in and who executed the foregoing instrument and acknow d ed that a/sh exe d the sam s his/her free act and deed. 'z�c Notary Public My Commission Expires This Order is issued to the applicant as follows: ❑ by hand delivery on ❑ by certified mail, return receipt requested,on APR 0 8 2005 Date Date Wpaform5.doc•rev.3129/05 Page 5 of 7 r Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands • SE3-4380 • euerrrarna • WPA Form - Order f Conditions 0 5 O de o Co Provided by DEP 639..� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 And Chapter 237 of the Code of the Town of Barnstable C. 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 DEP 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 Appendix E: Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the.Conservation Commission and to the applicant, if he/she is not the appellant. 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. D. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. Barnstable Conservation Commission Wpaform5.doc•rev.4/8/05 Page 6 of 7 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions SE3-4380 Provided by DEP 039. Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Ep And Chapter 237 of the Code of the Town of Barnstable D. Recording Information (cont.) Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. -- - - - - - - ---------------------------------------------------------------------- To: Barnstable Conservation Commission Please be advised that the Order of Conditions for the Project at: 372 North Street, Hyannis SE3-4380 Project Location DEP File Number Has been recorded at the Registry of Deeds of: Barnstable County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: Document Number Signature of Applicant Wpaform5.doc•rev.4/8/05 Page 7 of 7 SE3-4380 Bett's Pond Approved Plan=November 18, 2004 Site Plan by Peter Sullivan,PE Special Conditions of Approval I. 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 work 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 2 and continue on pages 3 and 4. The Special Conditions are contained on pages 4.1,4.2 and 4.3 if necessary.A11 conditions require your compliance. II. Prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition number 8 (recording requirement)on page 3 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 thereof)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 3 (sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice 1 week in advance of the start of work. 5. The work limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer. 6. Staked strawbales backed by trenched-in siltation fencing shall be set along the approved work limit line. Effective sediment controls shall remain until the site is stabilized with vegetation. 7. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the Conservation Commission. Note : the strawbales and siltation fence must show in the foreground (or bottom of the photographs. p.4.1 III. The following additional conditions shall govern the project once work begins. Note especially special condition no. 14,requiring verification of the locations of the foundation. and strawbale line. 8. General conditions No. 12 and No. 13 (changes in plan)on page 3 shall be complied with. 9. General condition No. 17 (maintaining sediment controls)on page 4 shall be complied with. 10. The work limit shown on the approved plan shall be strictly observed. 11. There shall be no disturbance of the site, including cutting of vegetation, beyond the work limit. This condition shall continue over time. 12. 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. 13. This permit is valid for 3 years from the date of issuance, unless extended by the Commission at the request of the applicant.Caution: a future Amended Order does not change the expiration date. 14. Upon completion of the foundation,the project surveyor or engineer shall verify in writing or by plan to the Commission any discrepancies with the approved foundation and work limit line location. If verification is in the form of an as-built plan,the plan provided shall be drawn at the same scale as the approved plan. 15. Any fill used for this project shall be clean fill. Fill shall contain no trash,refuse,rubbish,or debris. 16. Drywells or graveled trenches along the drip lines shall be installed to accommodate roof runoff. 17. A habitat improvement planting concept shall be developed in consultation with staff. Once developed,it shall be implemented. 18. No area shall be left unvegetated for more than 30 days.All areas disturbed during construction shall be revegetated immediately following completion of work at the site. Mulching shall not serve as a substitute for the requirement to revegetate disturbed areas at the conclusion of work. 19. All proposed lawn areas shall be underlain with a minimum of 6 inches of loam. 20. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer is used,only slow-release low-nitrogen fertilizer(with 30-50%water insoluble nitrogen or `W.I.N') shall be applied. Over-fertilizing shall be avoided(not-to-exceed limit= 1 pound of nitrogen per 1,000 sq. ft.of lawn per application).Ensure that no fertilizer is spread on hard surfaces like driveways and sidewalks. 21. Work limit markers(wood stakes)shall remain until a Certificate of Compliance is issued for this project. 22. A split rail fence(or approved alternative) shall be constructed and maintained along the work limit line. p.4.2 r . 23. Proposed vista pruning shall be in accord with Conservation Commission guidelines. Advance consultation with conservation agent is required. IV. After all work is completed,the following condition shall be promptly met: 24. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance. Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape . architect or land surveyor,a written statement by such a professional 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. At the time of the request for a Certificate of Compliance,an updated sequence of color photographs of the undisturbed buffer zone shall be also submitted. BARNSTABLE REGISTRY AF DEEDS p.4.3 1 J i G I u y e c �Ir g WesternSurety I 9 " G ' G LICENSE AND PERMIT BOND F For County,City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, ; Performance,Maintenance,Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. f KNOW ALL PERSONS BY THESE PRESENTS: BOND No.L&P- 43230043 That we, Kendall & Welch of the Town of FAlmouth , State of Massachusetts , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable;; , State of Massachusetts , as Obligee,in the (Valid only when a County,City,Town or Village is named as Obligee) amount of Five Thousand, DOLLARS($ 5,000.00 ) (NOT VALID FOR MORE THAN$25,000) lawful money of the United States,to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has been licensed street permit bond 372 North Street Hyannis, MA 02601 by the Obligee. N9 �c 3 a +FORE, if the Principal shall faithfully perform the duties and comply with the laws and ordi- nan A ni i 4ftamendments),pertaining to the license or permit,then this obligation to be void,otherwise to rMn i oli effect for a period commencing on the 18th day of A ug ust ,2005 non day of A u9 ust 2006L,unless renewed by continuation certificate. "Mus bond may b >t-rminated at anytime by the Surety upon sending notice in writing by First Class U.S.Mail Rohe O�ligee and toy 1 Principal at the address last known to the Surety,and at the expiration of thirty-five(35) c �� ',�'6''�ri, he rriaiki ' Zf notice or as soon thereafter as permitted by applicable law, whichever is later, this bond sh' ' urinate,antl'' he Surety shall be relieved from any liability for any subsequent acts or omissions of the Pnr y ga $of the number of years this bond shall continue in force,the number of claims made against a this bond,?rgn, $he"number of premiums which shall be payable or paid,the Surety's total'Emit of liability shall not be cumulative from year to year or period to period, and in no event shall the Surety's total liability for all claims exceed the amount set forth above. Any revision of the bond amount shall not be cumulative. Dated this 1 Rt-h day of -2005 W ' `Qjcl( Principal W Principal Co ersig ed (where equii`re WESTER U RAY M P A N Y By C7 C� By F esi ent Agent Senior V ce President ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA (Corporate Officer) F COUNTY OF MINNEHAHA }ss c c On this 18th day of August 2005 before me, the undersigned officer,personally ) officer eared Paul T. Bruflat ,who acknowledged himself to be the aforesaid ocer of WESTERN SURETY a y F CpUMPANY,a corporation,and that he as such officer,being authorized so to do, executed the foregoing instru- ment for the purpose therein contained,by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. G D.KRELL " X 4�_ SE NOTARY PUBLIC SEAL " R "O-�SOUTH DAKOTA Notary Public, South Dakota G My Commission Expires November0,2006 Western Surety Company• 101 S. Phillips Ave. ' G Form 849A—9-2002 Sioux Falls, SD 57104. 1-605-336-0850 " F F il ACKNOWLEDGMENT OF PRINCIPAL F (Individual or Partners) y STATE OF ss pp F COUNTY OF n ' F ' On this day of ,before me personally appeared n G ' F � n ' F ' F � F � F � known to me to be the individual_ described in and who executed the foregoing instrument and n F f ' acknowledged to me that_he_executed the same. ` F F My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL (Corporate Officer) STATE OF ss COUNTY OF On this day of ,before me, personally appeared ,who acknowledged himself/herself to be the of , a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the pur- poses therein contained by signing the name of the corporation by himself/herself as such officer. '. My commission expires Notary Public F n F F f , � n F n n C F Z ►7 �+ n 01 a� W n o z z ' n O D y 0 F C/) y ICI � G � A Town of Barnstable Planning Division Thomas A. Broadrick,AICP 200 Main Street, Hyannis, Massachusetts 02601 Director of Planning, Zoning, Tel: (508) 862-4786 Fax: (508) 862-4725 &Historic Ik Preservation f March 10, 2005 Bett's Pond Building Trust C/o Peter Sullivan Sullivan Engineering PO Box 659 Osterville, MA 02655 SPR O10-05 Bett's Pond Building Trust, 372 North Street, Hyannis (R308-008) Proposal: Construct 9,600 sf office building Dear Mr. Sullivan; Please be advised that the Building Commissioner issued an administrative approval on March 9 2005 for the aforementioned construction and site work. The following conditions apply: ❖ The applicant shall reduce the curbs cuts to a width of 24' ❖ All construction shall be in compliance with the approved plan prepared for Bett's Pond Building Trust, Inc., 7 Industrial Park Road, Medway, Ma 02053, prepared by Sullivan Engineering and Capesurv, dated November 18, 2004, consisting of a rendering sheet and sheets 1-4, stamped and signed by Richard R. Lheureux, Land Surveyor on 2/8/05 and Peter Sullivan, PE for property identified as 372 North Street, Hyannis (Barnstable), MA. ❖ Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan (Zoning Section 240-104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, Robin C. Giangr g e orio� Zoning & SPR Coordinator z BETT'S POND OFFICE BUILDING 372 North Street Hyannis, Massachusetts .4. Narrative Report of „ , Fire Sprinkler Systems October 10, 2005 A.R.H. Engineering, Inc. �y��%' f pRf�EJTjp 116 State Rd., PO Box 328 �` �o s iV Rprt Sagamore Beach, MA 02562 rC' �also:EX1 a Page 1 of 5 L F� INTRODUCTION This report is a written summary description of the building's fire sprinkler system and related operational features. The main purpose for this report is to clarify, to the code official, the designer's intent and code interpretation as related to the fire sprinkler system. Furthermore, the system will be clearly outlined in this report to simplify the official's job of interpreting the design documents. SECTION 1 - Building Description I. Design Parameters: a. Building Use Group "B" b. Total Square Footage 9;832 sf C. Building Height 27'-011± d. Number of Floors above Grade -2- e. Number of Floors below Grade 4- f. Basement Square Footage 510 sf g. First Floor Square Footage 4,661 sf f. Second Floor Square Footage 4,661 sf SECTION 2 - Applicable Laws, Regulations, and Standards American Society of Mechanical Engineers (ASME) Institute of Electrical and Electronic Engineers (IEEE) Standard of Underwriters Laboratories (UL) National Electric Code (NFPA 70) National Fire Protection Association (NFPA) National Board of Fire Underwriters (NBFU) Occupational Safety and Health Act (OSHA) American National Standards Institute (ANSI) National Electric Manufacturer's Association (NEMA) Building Officials and Code Administrators (BOCA) American Society of Sanitary Engineering (ASSE) American Society of Plumbing Engineers (ASPE) Life Safety Code (NFPA 101) Page 2 of 5 Americans with Disabilities Act (ADA) Massachusetts State Building Code Massachusetts Plumbing Code Town of Barnstable Building Regulations and Ordinances Hyannis Fire Department Requirements SECTION 3 - Design Responsibility I. Fire sprinkler system: a. A.R.H. Engineering, Inc. 116 State Road, Unit#10 Sagamore Beach, MA 02562 11. Duct fire dampers & smoke detectors: A.R.H. Engineering, Inc. 116 State Road, Unit#10 Sagamore Beach, MA 02562 SECTION 4 - Fire Protection Systems to be Installed I. Water Supply a. A new four inch (4") fire water service serving the new building will be tied into a new eight-inch (8") main to be extended from the existing 10" main located on Mitchell's Way. The fire water service will be supplied through an approved backflow device prior to the building's fire suppression system and fire department connection. H. Water Data a. Test Date: March 31, 2005 b. Static Pressure: 85 psi C. Residual Pressure: 59 psi d. Flow: L300 gpm e. Test performed by: Barnstable Water Company Page 3 of 5 III. Automatic Sprinkler System (NFPA 13) a. The automatic sprinkler system shall consist of a wet pipe sprinkler system providing complete building coverage as required by NFPA 13. b. The system will be designed and installed in accordance with the Massachusetts State Building Code, NFPA 13, and shall consist of the following: l. A system riser consisting of supervised isolation valves, an approved backflow device, pressure gauges, alarm test connection, drain, and fire department connection. 2. Sprinkler flow and tamper switches connected to a central fire alarm system. Electrical connections shall be made by the fire alarm/electrical contractor. The fire sprinkler contractor shall provide the necessary support for testing and adjustment of these devices. 3. Exterior Fire Department connection, the size and location of which shall be approved by the Hyannis Fire Department prior to installation. 4. Working plans and hydraulic calculations for the entire sprinkler system. 5. Piping, fittings, hangers, valves, sprinklers and other incidental items shall be provided as required. Signs shall identify all valves, piping, and Fire Department connections as to their function and use. C. Sequence of operation: 1. The building's fire alarm system and main control panel shall be activated upon operation of the flow switch. Page 4 of 5 L 2. The fire alarm system, when activated, shall provide audible and visual signals as required by NFPA 72. 3. Tamper switches shall activate a trouble signal on the main control panel. IV. Duct Smoke Detectors (NFPA 90A) a. Duct smoke detectors shall be installed downstream of the air filters, and ahead of any branch connections, in the supply air stream of systems of greater than 2,000cfin capacity. V. Duct Fire Dampers (NFPA 90A) a. Fire dampers shall be installed: l. Where air ducts penetrate walls or partitions required to have a fire resistance rating of two-hours or more. 2. Where air ducts extending through only one floor and serving only two adjacent stories penetrate a rated floor assembly. 3. Ducts extending through more than one floor will be installed within rated shafts. Any duct penetrations through the shaft walls shall be protected with fire dampers. 4. Diffusers installed within rated ceiling assemblies shall be protected by the use of radiation dampers. VI. Fire Alarm System a. This section of the report shall be furnished by the Fire Alarm System Designer. Page 5 of 5 A.R.H. ENGINEERING, INC. FACILITY SYSTEMS ENGINEERING 116 STATE RD,P.O.BOX 328 SAGAMORE BEACH,MA 02562 TEL(508)888-5461 FAX(508)888-4069 A Bett's Pond Office Building ` Hyannis,Massachusetts t , SECTION 16000=ELECTRICAL' GENERAL 1.01 RELATED DOCUMENTS A. The Drawings, General and Supplementary Conditions of the Contract and Division 1 General Requirements apply to the work of this Section. B. All references to "this Contractor" in this Section shall mean the Electrical Contractor and all Subcontractors hired by/or responsible to him. 1.02 SCOPE A. Work Included: The scope of work, without limiting the generality thereof, consist of furnishing all labor, materials,plant, transportation, equipment, accessories, appurtenances, and services necessary and/or incidental to the proper furnishing and installation of all electrical work shown on the drawings, described in the Specifications, or as reasonably inferred from either, in the opinion of the Architect, as being required and includes: 1. Complete provisions for primary electric, telephone and cable television services. 2. Complete underground secondary electric service, connections, and service distribution and metering equipment. 3. Complete distribution system for lighting and power, including metering equipment, feeders,panelboards, branch circuits and related equipment. 3. Complete grounding system and special grounds, as specified and/or required. 4. Complete interior and exterior lighting systems. A, 5. Complete exit and emergency lighting. 6. Complete general power system. 7. Complete raceway and cable systems, including boxes, couplings, and fittings. 3 ELECTRICAL 1 16000-1 a i Bett's Pond Office Building Hyannis,Massachusetts 8. Complete mechanical equipment wiring. 9. Complete fire alarm system. 10. Underground service conduit for telephone and cable television and complete internal wiring system. 11. Temporary lighting and power for construction. 12. Access panels for concealed equipment requiring access for service, maintenance, or as required by Code. 13. Record Drawings, operation instructions, maintenance manuals and testing. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements, which affect the work of this Section. B. Other specification sections,which directly relate to work of this Section include,but are not limited to,the following: 1. Excavation and backfill shall be by the General Contractor. 2. Concrete pads,bases and duct envelopes shall be by the General Contractor. 3. Cutting and patching shall be the responsibility of the General Contractor and shall be performed by trades specializing in the specific surfaces affected, i.e., carpentry,masonry,metals, etc. 4. Painting of conduit, fittings, coverings, hangers, supports, and all equipment not specifically specified to be painted by the Painting Contractor. 5. Automatic temperature control shall be included under work of HVAC Section. 6. Plywood backboards for electric, telephone and cable television equipment shall be by the General Contractor. ELECTRICAL 2 16000-2 s , Bett's Pond Office Building Hyannis,Massachusetts 7. Access panels in building construction surfaces for access to electrical equipment shall be furnished by the Electrical Contractor and installed by the General Contractor. 1.04 INTENT A. All work shall be in accordance with the arrangement, details and locations, as indicated on the Contract Drawings,Reference Drawings and any supplemental addenda,bulletins or drawings issued by the Architect. Layouts are diagrammatic and final arrangement of equipment shall suit field conditions. Install all necessary fittings and equipment offsets required to meet job conditions. B. The Drawings are not intended to be scaled,but shall be followed with sufficient accuracy to coordinate with other work and structural limitations. Work installed in a manner contrary to that shown on the Drawings, or interfering with the work of another trade, shall be removed and reinstalled when so directed by the Architect. Discrepancies and questionable points shall be immediately reported to the Architect for clarification. 1.05 CODES, REGULATIONS AND STANDARDS A. All work shall be installed in conformance to the governing Codes, Regulations and Ordinances. It shall be the responsibility of this Contractor to familiarize himself with all governing Codes, Regulations_and Ordinances and report any non-compliance of the Plans and Specifications to the Architect,prior to entering into a contract. All the above requirements shall take precedence over the Plans and Specifications. These requirements are minimum criteria and no reductions permitted by Code will be allowed without written permission of the Architect. ELECTRICAL 3 16000-3 Bett's Pond Office Building Hyannis,Massachusetts B. All workmanship, methods and materials shall meet the highest standards of the trade and, in general, shall conform to the standards of the following associations: National Electrical Code(NEC) &Massachusetts Amendments National Board of Fire Underwriters (NBFU) National Electrical Manufacturer's Association (NEMA) Occupational Safety and Health Act (OSHA) Standards of Underwriters'Laboratories (UL) American National Standards Institute (ANSI) Institute of Electrical and Electronic Engineers (IEEE) National Fire Prevention Association (NFPA) Americans with Disabilities Act(ADA) Massachusetts Building Code Town of Hyannis Regulations and Ordinances 1.06 DRAWINGS AND CONFLICTS IN THE WORK A. The Drawings and Specifications are intended to be complementary. Any materials shown or specified in one,but not in the other, reasonably implied and usually included under good industry practice and/or required by applicable Codes and Regulations for the proper and safe completion and operation of the work described herein, shall be furnished and installed by this Contractor at no additional cost to the Owner. B. Drawings show general arrangement of equipment and are not intended to indicate the exact dimensions of runs. 1.07 EXCHANGE OF INFORMATION AND COORDINATION A. All Systems and equipment covered by this Section of the Specifications shall not be installed in congested and problem areas without first coordinating the installation of same with the other trades and the General Contractor. This - Contractor shall, at his own expense,relocate all equipment installed in congested or problem areas should they interfere with the proper installation of the equipment to be installed by other trades and by the General Contractor. ELECTRICAL 4 16000-4 ti Bett's Pond Office Building Hyannis,Massachusetts B. Furnish to the General Contractor and all other Contractors all information relative to the portion of the installation specified in this Section that will affect them, sufficiently in advance, so that they may plan their work and installations accordingly. C. In the case of failure on the part of this Contractor to give proper information, as indicated above, sufficiently in advance, this Contractor will pay for all back charges incurred by the General Contractor and other Contractors for the modification and/or relocation of any portion of the work already performed by them in conjunction with this Contract, due to this Contractor's delay or for having given incorrect information. D. Obtain from the other trades, all information relative to the work covered by this Section of the Specifications, which this Contractor is to execute in conjunction with the installation of their respective equipment. E. In the event that conflict, if any, cannot be settled rapidly and amicably between the affected trades with work proceeding in a workmanlike manner, then the Architect shall decide which work is to be relocated and his judgment shall be final and binding. 1.08 WORKMANSHIP A. The entire work provided in this Specification shall be constructed and finished, in every respect, in a workmanlike and substantial manner. It is not intended that the Drawings shall show every detail,but this Contractor shall furnish and install all such parts as may be necessary to complete the work in accordance with the best trade practice and to the satisfaction of the Architect and the Owner. The Owner shall have the right to reject any part of the work in case the workmanship is not of satisfactory quality and this Contractor shall replace same with acceptable work at his own expense. 1.09 SITE INVESTIGATION A. It shall be the responsibility of the bidders to acquaint themselves with the available information, before submitting their bid. Bidders must visit the site and acquaint themselves with the existing conditions and shall study all Architectural, Structural, Mechanical and Electrical Drawings, as well as the Specifications. The Bidders shall fully inform themselves of all local and state Code requirements. Extra compensation will not be given for obvious conflicts apparent at the time of the start of the project. ELECTRICAL 5 16000-5 I Bett's Pond Office Building Hyannis,Massachusetts 1.10 TAXES AND INSURANCE A. This Contractor shall include in his bid, applicable federal, state and local taxes and the premiums of the insurance required by the General Conditions of the Contract. 1.11 PERMITS AND INSPECTIONS A. This Contractor shall obtain and pay for all the permits required for this Section of the work. He shall also obtain and pay for all the inspections and tests required. Defects discovered in work,materials and/or equipment shall be replaced at no cost to the Owner, and the inspection and test shall be repeated. When work is completed, this Contractor shall furnish a Certificate of Inspection and Approval, to the Owner,before final payment of the Contract will be allowed. 1.12 GUARANTEE A. Unless otherwise noted, all materials, items of equipment and.workmanship furnished under this Section shall carry the standard warranty against all defects in material and workmanship for a period of not less than one(1) year from the date of final acceptance of the work. Any fault due to defective or improper material or workmanship which may develop within that period, shall be made good, forthwith, by and at the expense of this Contractor, including all other damage done to areas, materials and other systems resulting from this failure. B. This Contractor shall guarantee that all elements of the Systems are of sufficient capacity to meet the specified performance requirements as set forth herein or as indicated. C. Upon receipt of notice from the Owner of failure of any part of the Systems during the guarantee period, the affected part or parts shall be promptly replaced by this Contractor, at no charge to the Owner. D. This Contractor shall furnish,before the final payment is made, a written guarantee covering the above requirements. ELECTRICAL 6 16000-6 Bett's Pond Office Building Hyannis,Massachusetts 1.13 MATERIALS AND EQUIPMENT HANDLING A. This Contractor shall do all handling of his materials and equipment and the resulting cleanup, at his expense, in a safe and satisfactory manner. Special attention shall be paid to the protection of life and property and the equipment or apparatus handled, and any corresponding damages shall be replaced, repaired or paid for by this Contractor, as approved by the Architect. This Contractor shall provide all rigging,hoisting and staging required to complete the work of this Section, unless specifically noted otherwise. 1.14 MAINTENANCE AND PROTECTION OF MATERIALS A. This Contractor shall be responsible for the maintenance and protection, from loss or damage of all causes, of all equipment,materials and tools supplied by him and stored or installed on the job site, until final acceptance of the project by the Owner. B. This Contractor shall store his materials and equipment in the location designated by the Owner and maintain the storage area in a safe condition. C. This Contractor shall clean,patch and repair any material and finishes of the building or its contents damaged during the execution of this Contract. 1.15 SUBMITTALS A. Submit complete shop drawings in accordance with provisions of the General Conditions, General Requirements and of the Supplementary General Conditions. B. All submittals shall be complete and shall be in three-ring loose-leaf binders. No consideration will be given to partial submittals, except with prior approval of the Architect. C. The approval of equipment and materials does not relieve this Contractor from the responsibility of shop drawing errors in details, sizes, quantities and dimensions which deviate from the Specifications, Contract Drawings and/or job conditions as they exist. ELECTRICAL 7 16000-7 Bett's Pond Office Building Hyannis,Massachusetts D. If this Contractor for those specified substitutes apparatus or materials, and such substitution necessitates changes in any mechanical or electrical equipment, or alteration to connections,piping, supports, or construction, same shall be provided. This Contractor is to assume the cost and entire responsibility thereof. The Architect's permission to make such a substitution shall not relieve this contractor,from full responsibility for the work. E. Changes to work already performed,made necessary by delays in shop drawing approvals, are the responsibility of this Contractor. 1.16 PROJECT RECORD DOCUMENTS A. The Architect will provide a set of black or blue line on white Drawings to the Electrical Contractor, which shall be maintained at the site, and on which shall at all times be accurately, clearly and completely shown,the actual installations in accordance with the requirements of this Section. Any addenda and supplementary drawings issued during the course of the construction shall be transferred to these "As-Built" Drawings. B. At the completion of the Contract, the Contractor shall provide a set of reproducible plans on which shall be transferred all the "As-Built" corrections. A print of each Record Drawings shall then be submitted to the Architect, who shall have his Consulting Engineers verify the Record Drawings in the field and certify that the installations, as shown thereon, are complete and accurate as shown. C. Availability of Record Drawings shall be prerequisite to scheduling a final inspection of this Contract, and said Drawings and Original Contract Documents will be used in checking completion of the work. Non- availability of Record Drawings or inaccuracies therein may be grounds for cancellation and postponement of any scheduled final inspection and final payment, until such time as the discrepancy has been corrected. D. The Record Drawings required to be furnished under this Section are Drawings numbered E-1 through E-8. ELECTRICAL 8 r 16000-8 I Bett's Pond Office Building Hyannis,Massachusetts 1.17 OPERATING INSTRUCTIONS AND MAINTENANCE MANUALS A. Provide operating instructions to the Owner's designated representative, with respect to operating and maintenance procedures, for all equipment and systems installed, including lighting,power, alarm and control systems. The cost of such instruction, up to one (1) full day, shall be included in the Contract price., B. At the completion of the project,turn over to the General Contractor two (2) complete manuals containing the following: 1. Complete Shop Drawings of all equipment. 2. Operation description and preventive maintenance instructions for all systems. 3. Names, addresses, and telephone numbers of all suppliers of the materials and systems. 4. Guarantees on all equipment. 5. Spare parts list of all system components. 6. Each manual shall be typewritten and bound under one(1) hard cover and will be reviewed by the Architect. 1.18 LOCATION OF FIXTURES AND EQUIPMENT A. The Architect will establish the exact location of all fixtures, equipment, and devices to be located in finished spaces of the building. Such precise locations are, for the most part, indicated on the Architectural Plans of the various spaces, and it shall be the responsibility of this Contractor to obtain instructions from the Architect for the location of any items.whose location is not specifically given on the Architectural Drawings. Any work installed contrary to the Architectural Drawings, or without the prior approval of the Architect, shall be relocated and any necessary changing or patching of the surrounding work shall be done at the expense of this Contractor. ti ELECTRICAL 9 16000-9 Bett's Pond Office Building Hyannis,Massachusetts 1.19 RUBBISH REMOVAL A. At the completion of the work, or when ordered by the General Contractor or the Architect, this Contractor shall remove from the property, all the rubbish or waste material belonging to him. Keep the job site free from accumulation of waste material and rubbish; premises must be maintained in a clean condition. B. The General Contractor will provide a job dumpster which will be backcharged to this Contractor,based upon amount of use. 1.20 TEMPORARY SERVICES A. All water, electricity, fire protection and sanitary facilities required for safe efficient construction during normal working hours shall be furnished in accordance with the General Requirements. 1.21 CUTTING AND PATCHING A. Provide information to the General Contractor for openings in the structure including joints,rafters, studs, etc., in due time to do the work. Eventual additional cutting, due to late or insufficient supply of information, shall be performed by the General Contractor at no additional expense to the Owner; but will be charged to the Contractor responsible for the extra work. PRODUCTS 2.01 MATERIALS A. Materials shall be the best of their respective kinds and in full accord with the most modern electrical construction. All materials shall be new. B. All materials necessary to made the installation complete in every detail shall be furnished and installed under this Contract,whether or not specifically shown on the Drawings or specified herein. C. It is the intent of the Specifications that one manufacturer be selected, not a combination, for any particular classification of materials. ELECTRICAL 10 16000-10 Bett's Pond Office Building Hyannis,Massachusetts D. Where materials, equipment, apparatus or other products are specified by manufacturer,brand name,type or catalog number, such designation is to establish the standard of desired quality and style and shall be the basis of the bid. 2.02 RACEWAYS AND FITTINGS A. Rigid metal conduit shall be zinc-coated steel conforming to American Standard Specifications C80-1 equal to Pittsburgh Standard Conduit Company, Republic Steel and Tube, of Youngstown Sheet and Tube Company. Rigid metal conduit shall be used for exterior work, for service entrance through the building foundation, and for conduit exposed at elevations below 7 feet above finished floor in the interior of the building. B. Thin wall conduit(EMT), zinc-coated steel conforming to industry standards, equal to Pittsburgh Standard Conduit Company, Republic Steel Tube or Youngstown Sheet and Tube Company, shall be used in studded partitions, where exposed in the interior of the building at elevations above 7 feet above finished floor, and for raceway runs above ceilings. C. Rigid Schedule 40 PVC UL listed 90°C may be used for underground work exterior to the building foundation; entrances through the structure and sweeps out of earth,however, shall be rigid steel. PVC conduit shall be as manufactured by Carlon.. D. Liquid-tight flexible steel conduit shall be used for all final connections to mechanical equipment. All flexible steel conduit wiring shall include a ground wire. E. Conduit Fittings 1. Insulated bushings shall be installed on all conduits. 2. Couplings for rigid steel conduit shall be threaded type; steel set-screw type for EMT. Connectors shall be insulated throat type. 3. Secure conduit at all boxes with locknuts and insulated bushings. ELECTRICAL 11 16000-11 Bett's Pond Office Building Hyannis,Massachusetts 2.03 OUTLET AND JUNCTION BOXES A. Each outlet in the wiring or raceway system shall be provided with an outlet box to suit the conditions encountered. Concealed boxes shall be of the cadmium-plated or zinc-coated sheet metal type. Boxes installed in normally exposed and/or wet.locations shall be cast metal type having hubs. B. Each box shall have sufficient volume to accommodate the number of conductors entering the outlet box in accordance with the requirements of the National Electrical Code. Flush or recessed fixtures shall be provided with separate junction boxes when required by the fixture terminal temperature requirements. Switch and receptacle boxes shall be four inches (4") square by 1-1/2 inches deep or of comparable volume. Provide raised covers for single- gang outlets. All boxes shall be secured at two extreme points to insure a secure fit to the stud and prevent any movement. C. All outlet boxes shall be one of the following manufacturers: Appleton Electric Company, Steel City or Raco All Steel Equipment Company. D. Unless otherwise indicated on the Drawings,junction boxes shall be constructed of Code gauge sheet metal, or not less than the minimum size required by the National Electrical Code. Boxes shall be furnished with screw-fastened covers. 2.04 SUPPLEMENTARY STEEL, CHANNELS AND SUPPORTS A. Furnish and install all supplementary steel, channels and supports required for the proper installation, mounting and support of all equipment. Supplementary steel and channels shall be firmly connected to building construction in a manner approved by the Architect. B. All supplementary steel, channels, supports and fittings shall be UL- approved,be galvanized steel and be manufactured by Steel City, Unistrut, Power-Strut, T.J. Cope or Chalfant. 2.05 WIRE A. All conductors shall be minimum size of No. 12 AWG, unless otherwise indicated on the Drawings. ELECTRICAL 12 16000-12 Bett's Pond Office Building Hyannis,Massachusetts B. Grounded neutral conductors of No. 6 or smaller shall have a continuous outer identification of white color. The outer finish of equipment grounding conductors of No. 6 or smaller shall be green. For conductors of larger size than No. 6, insulated grounded conductors and equipment grounding conductors shall be identified at each end and at all intermediate accessible points with white or green tape, respectively. Ungrounded conductors installed in conduit shall have a continuous outer covering consistent with the following color code: Phase A Phase B Phase C black red blue C. All circuits shall be wired so that the neutral conductor is unbroken. The switches, in all cases,being connected in the live side of the line. D. All connections throughout the entire job, including all taps, shall be made with solderless type devices of approved design satisfactory to the Inspector of Wires. E. Secondary service conductors between pad-mounted transformers and main service equipment shall be copper, Type USE-RHH-RHW-XLP, 600 volt, 750C rating. All other conductors for installation in conduit shall be copper Type THWN, 600 volt, 900C rating,unless otherwise noted. F. All branch circuit conductors for installation in conduit shall be of copper, soft drawn and annealed of 98 percent conductivity. All conductors No. 10 AWG and larger shall be stranded;No. 12 shall be solid. All branch circuit. conductors shall be Type THWN, insulated for 600 volts. . G. For branch circuit wiring run concealed to interior lighting and receptacle outlets, type MC metal-clad cable with a separate, full size, insulated grounding conductor may be used where run within ceiling and/or furred wall spaces. H. Wire and cable shall be equal to that manufactured by Collyer, Crescent, Kaiser Aluminum Company,Anaconda and American Steel and Wire. MC cable shall be as manufactured by AFC ELECTRICAL 13 16000-13 Bett's Pond Office Building Hyannis,Massachusetts 2.06 ELECTRICAL SUPPORTING DEVICES A. All conduit and fittings on all work are to be secured by one or more of the following methods. 1. Masonry- Metal clips secured by toggle bolts or lead expansion sleeves. 2. Woodwork-Metal clips secured by wood screws. 3. Studs -Metal clips secured by screws. 4. Flanged beam-Flange clips. B. Hangers shall be as manufactured by Minerallac Company, Chicago, Illinois; Paine Company, Addison, Illinois; or Caddy. 2.07 WIRING DEVICES A. Receptacles for 20 AMP general outlet use shall be for flush mounting composition body- 20 ampere, 3-wire, grounding type,NEMA 5-20R, equal to Hubbell 5362. B. Ground fault receptacles shall be 20 ampere, 3-wire, grounding type,NEMA 5-20R, equal to Hubbell GF-5362. C. Switches for lighting control shall be rated 20 AMP, equal to Hubbell 1221 single pole and#1223 three-way. D. Color for all visible composition material of all wiring devices shall be ivory. E. All coverplates shall be smooth nylon. Coverplates shall be of the required number of gangs and types as required and as manufactured by Hubbell. ELECTRICAL 14 16000-14 Bett's Pond Office Building Hyannis,Massachusetts 2.08 LIGHTING FIXTURES A. Furnish, install and connect a complete lighting system, which shall consist of branch circuits, lighting fixtures, lamps; switches, devices, etc., as shown on the Plans. Provide and install all special hangers and devices required. B. Furnish fixtures complete with standard or special mounting frames, lamps, ballasts and other devices as required for a first-class installation. Fluorescent fixtures shall be furnished with low harmonic electronic ballasts, Class P, CBM certified by ETL;high power factor type, equal to Motorola, Inc. Ballast for compact fluorescent fixtures shall include "end of lamp life and safety circuitry". Sound rating "A" shall be required for all fluorescent ballasts. All fluorescent fixture shop drawing submittals shall specify the ballast to be provided by the factory or will be rejected. C. Lamps shall be as follows: 1. All incandescent lamps shall be inside frosted/99 long life(2000 hours) and rated 130 volt, unless otherwise specified. 2. All type T8 fluorescent lamps shall be rated 3500K(SP35). . 3. Compact fluorescent fixtures shall be provided with lamps (shape as indicated on the schedule), having a color rendering temperature rating of 3500K. 4. Metal halide lamps shall be color corrected, and certified to meet Federal Standard 21CFR1040. 5. All lamps shall be as manufactured by Sylvania or GE. D. All recessed fixtures shall be thermally protected and furnished with the proper mounting flange for the type of ceiling installed. Recessed fixtures, installed at locations in direct contact with ceiling insulation shall be UL listed for that purpose. E. All fixtures shall bear UL Label. The fixture types shall be as scheduled on Drawings. ELECTRICAL 15 16000-15 .k. Bett's Pond Office Building Hyannis,Massachusetts 2.09 DISCONNECT SWITCHES A. Furnish and install safety switches as indicated on Plans and Specifications. All safety switches shall be NEMA Heavy-Duty Type "HD".and Underwriters' Laboratories Listed. B. All switches shall have switch blades which are fully visible in the "OFF" position with the door open. All current-carrying parts shall be plated to resist corrosion and promote cool operation. C. Switches shall be quick-make and quick-break, such that, during normal operation of the switch, the operation of the contacts shall not be capable of being restrained by the operating handle after the closing or opening action of the contacts has started. The handle and mechanism shall be an integral part of the box,not the cover,with positive padlocking provisions in the "OFF" position. D. Switches installed within the interior of the building.shall be furnished in NEMA I general purpose enclosures and NEMA 3R enclosures for switches located at building exterior. Enclosures shall have gray baked enamel, electro- deposited on cleaned phosphatized steel. E. Switches shall be rated for 250 volts AC and shall be Allen Bradley, Square D, Cutler-Hammer or GE. 2.10 FUSES A.The Electrical Contractor shall furnish a complete set of fuses for each fusible device which is provided under this Contract. Additionally, a second spare set of fuses shall be provided for each type and rating of fuse included in the complete set. B. One(1) complete set of the fuses indicated previously, shall be installed in each switching unit; the other set of fuses shall be turned over to an authorized representative of the Owner. Upon completion of the construction program, each spare set of fuses shall be bound securely with twine and tagged. The tags shall indicate the switching unit which they are to protect. C.All fuses shall be UL listed and CSA certified. Fuses shall be as manufactured by Gould Shawmut. ELECTRICAL 16 16000-16 Bett's Pond Office Building Hyannis,Massachusetts D. Fuses for disconnect switches serving motor driven equipment,where called for on the Drawings, shall have dual characteristics; high interrupting capacity and time delay for motor starting, Type RK5 equal to Gould Shawmut Trionic Time Delay TR. All other fuses shall be high interrupting capacity type RKI. 2.11 ELECTRIC SERVICE A. The building shall be served by NSTAR Electric, hereinafter referred to as NSTAR. B. Primary electric service shall originate at the riser pole, as indicated on the site plan. The Electrical Contractor shall'be responsible for the installation of two (2) four inch Schedule 40 PVC conduits,run below grade and encased in minimum 3" concrete,between a primary pull box at base pole and the primary compartment of transformer. Transformer pad and grounding for transformer shall be furnished and installed by this Contractor per NSTAR's specifications. Riser conduit and sweeps at pole and transformer shall be galvanized rigid steel. k C. This Contractor shall be responsible for all secondary service work between the transformer and main breaker in the meter center at the exterior of the building. Service shall be rated 120/208 volt, 3-phase, 4-wire; ampere rating as indicated on plans. ` D. The Electrical Contractor shall furnish and install all building service conduit, cable, fittings and meter center. Adequate excess cable length shall be left at the transformer for NSTAR service connections. E. Meter socket will be provided by this Contractor and shall be in accordance with NSTAR's specifications. Electrical Contractor shall furnish and install a 1 '/2 inch conduit between the meter socket and the C/T cabinet. F. The entire service installation shall be in accordance with NSTAR's "Information&Requirements for Electric Service" handbook. G. This Contractor shall coordinate with NSTAR for all work related to the electric service and carry all backcharges in his bid. All work by this Contractor shall conform to NSTAR's requirements. ELECTRICAL 17 16000-17 Bett's Pond Office Building Hyannis,Massachusetts 2.12 GROUNDING SYSTEM A. All equipment and systems shall be grounded in accordance with this Specification and all Code and Utility Company requirements. B. The grounded neutral of the secondary distribution system shall be supplemented by an equipment grounding system, installed so all conductive items,which are in close proximity with electrical circuits, operate continuously at ground potential and provide a low impedance path for possible ground fault currents. C. The main service equipment at each building shall be connected to the grounding electrode system as follows: Three(3) Class I copper ground rods (minimum 3/4" x 10) shall be driven into the earth. The top of the ground rods shall be six inches (6")below finished grade. The rods shall be located a minimum of six feet(6') from each other or any other electrode and shall be loop interconnected by a 3/0 bare copper conductor,brazed to each rod below grade. The ground rod assembly shall be bonded to the ground bus in the main service equipment by a 3/0 bare copper conductor. A 3/0 green insulated copper ground conductor, installed in 1" conduit, shall be provided between the main service equipment and the water service entrance. Connections to same by means of adequate ground clamps. The conduit shall be bonded to the ground conductor at each end. Provide a 3/0 jumper around the water meter. Concrete encased electrode shall be provided per new NEC 2005. D. ,The resistance of the grounding electrode system shall not exceed 5 ohms, as measured by a megger test. The Architect shall receive a Certified Test Result Statement. E. The system neutral ground shall be connected to the equipment ground bus in the service equipment. F. The required grounding conductors and straps shall be sized in compliance with N.E.C. Table 250-95. G. All equipment grounding conductors shall be provided with green insulation equivalent to the insulation on the associated phase conductors. ELECTRICAL 18 16000-18 Bett's Pond Office Building Hyannis,Massachusetts H. Branch circuits required for lighting and receptacles shall consist of phase, neutral and grounding conductors installed in common conduit or conductors of a cable assembly in locations allowed under these specifications. I. The grounding conductor is not included in the conductor count indicated by symbolism on the Drawings. f J. Each electrical expansion fitting shall be provided with a bonding jumper. K. From ground terminal of all receptacles to the outlet box, install minimum No. 14 AWG wire. L. Install any grounding requirements for the telephone and utility company services. Continuity between all raceways,wireways, and equipment shall be maintained. 2.13 METER CENTER A. Multi-metering equipment shall be as manufactured by Square D wall mounted EZ METER-PAK. All components shall have been tested and Underwriters Laboratories listed for use as an integral part of the multi- metering system. Installation shall be made as herein specified and shown on the associated electrical drawings. B Enclosures shall be constructed of formed and welded code gauge steel. No device disassembly is to be required before mounting. Mounting shall be accomplished by using a separate mounting channel in conjunction with enclosure for vertical support. Final mounting shall be by the use of external mounting feet for attaching to walls. All devices must be bonded together with bolted connections. Meter units shall be provided with individual, removable covers for each meter position. All compartments containing unmetered circuits shall be provided with a sealing means. C. All components shall be factory assembled and all current carrying parts shall be plated bus bars. Individual units shall be constructed with an integral sliding one bolt joint-pak assembly for a completely bussed meter center. This single bolt is.to be a VISI-TITE bolt for tightening without a torque wrench. ELECTRICAL 19 16000-19 Bett's Pond Office Building Hyannis,Massachusetts D. Meter sockets shall be 7-jaw with lever type bypass and jaw release for 3- phase feeders and 5 jaw with lever type bypass and jaw release for single- phase feeders. Sockets shall be rated 200 or 320-ampere continuous duty. E. Two-pole and three-pole branch circuit breakers shall be Square D rate to withstand and interrupt available short circuit. F. Main device and meter/breaker components must be of such design to permit arrangement to allow wiring at the top or bottom in the same assembly. Equipment shall be so arranged as to permit the installation of units with different branch ratings in the same meter center. G. The meter center shall be UL listed with a short circuit current rating equal to or greater than 65,000 AIC—verify with NStar Electric to assure RMS am ere synmetrical rating is equal to or exceeds available short circuit current. 2.14 BRANCH CIRCUIT PANELBOARDS A. Furnish and install circuit breaker panelboards as indicated on the Plans. Panelboards shall be equipped with thermal-magnetic molded case circuit breakers with frame and trip ratings as shown on the Schedule. B. Circuit breakers shall be quick-make, quick-break, thermal-magnetic, trip indicating, and have common trip on all multi-pole breakers. Branch circuit breakers feeding convenience outlets shall have sensitive instantaneous trip settings of not more than ten(10)times the trip rating of the breaker to prevent repeated arcing shorts resulting from frayed appliance cords. Single- pole 15 and 20 ampere circuit breakers shall be UL listed as "Switching Breakers" at 120 volt AC and carry the SWD marking. UL Class "A" (5 milli-ampere sensitivity) ground fault circuit protection shall be provided on 120 volt AC branch circuits as specified on the Plans. This protection shall be an integral part of the branch circuit breaker, which also provides overload and short circuit protection for branch circuit wiring. Tripping of a branch circuit breaker containing ground fault circuit interruption shall not disturb the feeder circuit to the panelboard. A single-pole circuit space than a conventional slide-pole circuit breaker. Connections to the bus shall be bolt- on. ELECTRICAL; 20 16000-20 Bett's Pond Office Building Hyannis,Massachusetts C. Bus bar connections to the branch circuit breakers shall be the "distributed phase" or"phase sequence" type. Bussing shall be such that any three(3) adjacent single-pole breakers are individually connected to each of the three (3) different phases in such a manner that two- or three-pole breakers can be installed at any location. All current-carrying parts of the bus assembly shall be plated copper. Mains'ratings shall be as shown in the Panelboard Schedule or on the Plans. Panelboards shall be equipped with an insulated neutral bus and ground bus, and where indicated, an isolated ground bus. D. Terminals for feeder conductors to the panelboard mains and neutral shall be UL listed and suitable for the type of conductor specified. Terminals for branch circuit wiring,both breaker and neutral, shall be UL listed as suitable for the type of conductors specified. E. Panelboard circuit numbering shall be such that starting at the top, odd numbers shall be used in sequence down the left-hand side and even numbers shall be used in sequence down the right-hand side. F. The panelboard bus assembly shall be enclosed in a NEMA I steel cabinet. The size of the wiring gutters and gauge of steel shall be in accordance with NEMA Standards Publication No. PB1-1977 and UL Standard No. 67 for Panelboards. The box shall be fabricated from galvanized steel or equivalent rust-resistant steel. Minimum panel width shall be 20 inches. G. Fronts shall include doors and have flush, stainless steel, cylinder tumbler- type locks with catches and spring-loaded door pulls. The flush lock shall not protrude beyond the front of the door. All panelboard locks shall be keyed alike. Fronts shall have adjustable indicating trim clamps.,which shall be completely concealed when the doors are closed. Doors shall be mounted by completely concealed steel hinges. Fronts shall not be removable with door in the "locked"position. A circuit directory card shall be provided on the inside of the door. The directory card shall provide a space at least 1/4 inch high by 3 inches long, or equivalent, for each circuit. The directory shall be typed to identify the load fed by each circuit. Fronts shall be of Code gauge steel. ELECTRICAL 21 16000-21 Bett's Pond Office Building Hyannis,Massachusetts H. The panelboard, as a complete unit, shall have an integrated equipment short-circuit current rating equal to, or greater than 65,000 amps unless otherwise noted on the Drawings. This rating shall be established by testing with the overcurrent devices mounted in the panelboard. The.short-circuit tests on the overcurrent divides and on the panelboard structure shall be made simultaneously by connecting the fault to each overcurrent device with the panelboard connected to its rated voltage source. Method of testing shall be per Underwriters' Laboratories Standard UL 67. The source shall be capable of supplying the specified panelboard short circuit current or greater. Testing of panelboard overcurrent devices for short-circuit rating only,while individually mounted, is not acceptable. Also, testing of the bus structure by applying a fixed fault to the bus structure alone is not acceptable. Panelboards shall be marked with their maximum short-circuit current rating at the supply voltage and shall be UL listed. I. Panelboards shall be rated for connection to a 120/208 volt AC, three phase, four wire, grounded system. J. Panelboards shall be listed by Underwriters'Laboratories and bear the UL Label. Panelboard shall be Square D, Type NQOD or equivalent by Cutler-Hammer or GE. 2.15 FIRE ALARM SYSTEM A. Scope 1. Provide complete analog/addressable fire detection, alarm and control system in compliance with all specifications and drawings. The system shall interface to other building systems to conduct monitoring and control functions as described herein. 2, The system shall be a microprocessor fire alarm system,which will integrate peripheral devices onto the system via digital data communications. 3. Evacuation notification shall consist of audio evacuation tone and visual (strobe) signaling. ELECTRICAL 22 16000-22 Bett's Pond Office Building Hyannis,Massachusetts 4. Each initiating device shall have full analog detection capabilities;will maintain operating characteristics stored in dedicated EEPROM memory, identify its'exact location, and shall operate as described elsewhere in these specifications. 5. Work in this section, as shown or specified, shall be in accordance with the related contract documents. 6. All exceptions,variances and substitutions of operating capabilities or equipment called for in these specifications shall be listed in writing and forwarded to the General Contractor at the time of bid. 7. Provide automatic and manual,closed circuit,multiplex fire alarm communications according to the contract documents,wired,connected and left in first class operating condition. 8. Final connections,testing, and adjusting of the system shall be done under the direct supervision of the system supplier. Provide NICET certified and factory trained technicians to demonstrate the system to the satisfaction of the Owner's Representative, and make all additional adjustments to the system operation as required by the Owner's Representative. 9. Provide equipment manufactured by Edwards Systems Technology/EST. This constitutes the quality and performance of the equipment and system to be furnished. Product of equal performance and operating characteristics manufactured by Notifier or Simplex may be considered as alternate. 10. The system design and installation shall conform to the following standards: a. All equipment shall be UL listed for its intended purpose. b. NFPA standards 70, 72, 90A, 92A, and 101. C. BOCA Basic Building Code-Latest Edition. d. Current State Building Code. e. The Americans with Disabilities Act(ADA). f. All requirements of all local authorities having jurisdiction. ELECTRICAL 23 16000-23 I Bett's Pond Office Building Hyannis,Massachusetts 11. Submit complete sets of shop drawings to include: a. Complete point-to-point riser diagram showing all equipment and size,type and number of all conductors and devices. b. Large scale drawings of each panel showing module placement and spare capacity allowances. C. Address listing of all field devices shown on floor plans for coordination of LCD message text assignments. d. Original catalog data sheets for all items to assure compliance with these specifications. This equipment shall be subject to approval, and no equipment shall be ordered without prior approval. e. Provide calculations to support the size of standby batteries notification circuits and power supplies submitted. Calculations shall demonstrate proper current draw,voltage drop,wire size considerations and spare capacity allowances. f. Confirmation that the equipment supplier will provide on-site project management and supervision during system installation, and perform system testing and instruction. 12. Conform to all UL standards for testing of the completed installation by a UL approved testing company. 13. The equipment supplier shall conduct the initial programming of the system and a complete rack/test of hardware panels prior to delivery to the installing contractor. 14. Provide copies of Operating&Maintenance manuals with the request for final inspection. O&M Manuals shall include the following: a. All of the information submitted in the shop drawings. b. As-built documentation,which incorporates all modifications to the system,whether made as a field change or by a change order. C. Include a copy of the final test report, and test contract. ELECTRICAL 24 16000-24 Bett's Pond Office Building Hyannis,Massachusetts B. Sequence of Operation 1. The operation of a manual station or activation of any automatic alarm initiating device(system smoke,waterflow) shall automatically: a. Initiate the transmission of the alarm to the Central Station. b. Sound all evacuation signals within the building. C. Flash all visual signals throughout the building in a synchronized manner and the exterior strobe. d. Flash an alarm LED and sound an audible signal at the FRCP.Upon acknowledgment,the alarm LED shall,light steadily and the audible shall silence. Subsequent alarms shall re-initiate this sequence. e. Visually.indicate the alarm initiating device type and location via the LCD display located at the FACP. C. General Requirements 1. The fire alarm system shall be designed and UL and FM approved for Fire, Audio Evacuation and Security applications. The system operational characteristics shall be stored in non-volatile EEPROM memory, shall be field programmable and capable of being edited with no factory involvement. 2. The system shall utilize broadcast polling techniques and microprocessor- based detectors to minimize the required response time and possible false alarms. Individual initiating and control devices shall retain pre-programmed response characteristics,history logging, and support electronic addressing. A system-wide response(alarm sequence)to an alarm condition shall take place within 3 seconds. 3. The system shall support analog sensing techniques to monitor individual devices,which enables the user to set sensitivity parameters. All inputs shall be subject to multi-level alarm verification. The system shall be capable of reporting the status and sensitivity of each device and vectoring this information to a printer. The system shall automatically identify any detector which becomes dirty(maintenance alert),prior to false alarming. ELECTRICAL 25 16000-25 Bett's Pond Office Building Hyannis,Massachusetts 4. The system shall be supported by standby batteries. In the event of a loss of primary power,batteries shall support 60 hours of full supervisory operation followed by 15 minutes of alarm. 5. The system shall be capable of nine levels of alarm prioritization, and allow control by event, and may include cross zoning, stepping, and/or logic statement inputs. 6. All equipment shall be new and unused. All components and systems shall be designed for uninterrupted duty. All equipment,materials and accessories covered by these requirements shall be provided by a single manufacturer,or if provided by different manufacturers recognized as compatible by both manufacturers. 1. Circuiting Guidelines. Each initiating device and indicating circuit shall be electronically supervised and individually addressable. All wiring shall be as follows: a. Individual addressable modules shall be used to monitor waterflow, tamper, and status conditions from any related systems or conventional devices. b. Addressable control modules or relays shall provide auxiliary control functions. C. Addressable loop wiring shall support all devices shown and allow for a minimum of 25%spare capacity and be wired in a Class A fashion. d. As a minimum,power supplies, amplifiers and notification appliance circuits shall operate all devices shown plus 25%spare capacity, and be wired in a Class A fashion. e. Audio and visual signals shall be circuited separately to allow continued operation of the visual signal in the event of a silencing of the audible signal. ELECTRICAL 26 16000-26 Bett's Pond Office Building Hyannis,Massachusetts D.System Components: Fire Alarm Network Control Panel a. Provide and install an EST-2 Fire Alarm Control Panel(FACP). The system shall support 390 analog/addressable devices, expandable to 1950 points in a true peer-to-peer network(multi-panel) configuration.The FACP shall provide the following functions: 1) Monitor all initiating devices,report to each network node, annunciate the alarmed device and its'location, and initiate the audio/visual evacuation signaling and control sequences as described herein. 2) Conduct central station notification as described herein. 3) Initiating devices shall respond with their condition. Control relays shall be individually addressable by the system to respond automatically in the event of an alarm of related sensors. Manual override of control relays shall be individually addressable by the operator. b. Control Configuration: All fire alarm control portions of the system shall be housed in [red] locking, semi-flush mounted enclosures. All panel initiating and control status indicators shall be visible through a clear Lexan window. Access to the control panel shall be by keys issued to the Fire'Department and authorized personnel. Each panel shall incorporate an operator interface, CPU, addressable loop interface cards, audio control/microphone, amplifiers,power supply and batteries to perform the system operation as described herein. C. Primary Operator Control: The FACP shall,provide an operator interface module consisting of a 80 character backlit LCD display to display all system alarm,trouble and supervisory conditions, and shall provide common control switches for system status scrolling, alarm acknowledge,trouble acknowledge,reset, and system drill. The unit shall have LED indicators for Normal Power Status,Alarm, Supervisory, Trouble and Test/Program. ELECTRICAL 27 16000-27 Bett's Pond Office Building Hyannis,Massachusetts d. Addressable Loop Interface: Provide an addressable loop interface card for each addressable signaling line circuit. Each circuit shall support digital communications with up to 196 addressable field devices,with loop distances in excess of 6,000 ft. The addressable loop interface shall support the following features and functions: 1) Provide full digital communications with analog field devices. 2) An integral alarm relay,which will support alarm operation in the event of a failure of addressable loop data communications. 3) The interface card shall support the retrieval of the following j information from each individual analog system device: -Device serial number -Device address -Device type and personality code -Date of manufacture -Hours in use -Number of alarms and troubles -Time and date of last alarm -Amount of environmental compensation left/used -Last maintenance date -Current detector sensitivity values -Diagnostic information(trouble codes) e. Auxiliary Control/Annunciation: Provide auxiliary annunciator switch and LED modules for simple LED annunciation,zone disconnect, or other related monitoring and control functions. These are intended for use by the Fire Department during an event,or by authorized personnel during testing periods. Keypad entered commands for these functions shall not be an acceptable substitute. Alarm LEDs and zone disconnect switches shall be provided by type of device on a per floor/zone basis. Provide a minimum of 64 discreet programmable alarm LEDs, and 32 discreet programmable 2-position control switches with corresponding LED indicators. ELECTRICAL 28 16000-28 Bett's Pond Office Building Hyannis,Massachusetts f. System Power Supplies: Integral system power supplies shall provide 12 amps of 24VDC operating and emergency power to the panel. The supply shall contain brownout, low battery detection, system ground fault, and LED indicators for loss of AC or CPU failure. 2. Intelligent System Devices: Provide intelligent analog devices where shown and required. Each device shall retain operating characteristics in non- volatile memory and conduct algorithms to distinguish real fire conditions from unwanted nuisance alarms. All analog devices shall provide dual LED indicators, a green LED shall flash to denote active communication, and a red LED shall flash to denote an alarm condition. Devices shall be interchangeable with twist-lock bases,which shall provide a supervised remote LED output, fault isolation circuitry,or an auxiliary relay contact. In the event of an addressable loop communications failure,devices shall remain capable of initiating an alarm sequence. a. Photoelectric Smoke Detector: Provide analog photoelectric smoke detectors (EST model SIGA-PS)where shown and required. b. Intelligent Manual Pull Stations: Provide intelligent addressable manual stations(EST model SIGA-278B)where shown. The station shall be double action type with screw terminals,toggle switch, and integral addressable electronics. The station shall be constructed of red Lexan with white raised letters and a key reset switch. The station shall be keyed alike to the FACP. C. Monitor Module: Provide addressable input monitor modules(EST model SIGA-CT1,WTM, or CT2)to monitor related systems or integrate conventional initiating devices onto the addressable loop. d. Control Module: Provide addressable output control modules(EST model SIGA-CC1, CC2,or CR)to supervise and control conventional devices(indicating circuits, etc.)over the addressable loop. Control modules shall provide a supervised output rated for 1 or 2 amps @ 24VDC, as required. e. Isolation Modules: Provide Isolator Modules(EST model SIGA-IM or SIGA-IB)to protect circuit integrity in the event of a wiring fault: Provide a minimum of one module per zone, or one for every 25 devices;whichever is greater. ELECTRICAL 29 16000-29 Bett's Pond Office Building Hyannis,Massachusetts 3. Primary Notification Appliances: Flush mounted combination horn/strobe Audio/Visual signaling appliances where practical. Stand-alone devices may be used to augment combination units when necessary. Specific audible and visual characteristics shall be as follows: a. Visual Signals: Furnish and install(EST model 5A, 3A, 6A or 8A) self-synchronizing xenon strobes in compliance with NFPA 72 chapter 6 and rated per UL 1971 testing. Strobes shall an effective intensity rating of 15 candela in corridors and other areas up to 20' x 20', 30 candela in areas up to 30' x 30' and 110 candela in areas up to50' x50'. b. Audible Signals: Provide(EST Model 757 Series Temporal Horn/Strobe. Each horn/strobe shall feature synchronized temporal audible output and strobe flash, adjustable high or low dBA output, and ADA/UL/ULC listed strobe. 4. System Accessories a. Central Station Connection: Provide digital communicator for Central Station reporting as required by the local authority having jurisdiction. b. Sprinkler System Devices: The electrical contractor shall coordinate the following to ensure that the required installation and wiring of all waterflow and tamper switches is accomplished in a manner that will result in a complete operable and tested sprinkler system. Each device shall be monitored as a separate and distinct point. -Waterflow and alarm valve will activate the alarm sequence. -Tamper OSY U2A will activate a supervisory trouble. C. Terminal Cabinets: Provide fire alarm terminal cabinets where necessary. The cabinets,which shall have a removable hinged cover with key lock and red finish are intended to house analog/addressable modules and facilitate field wiring junctions. ELECTRICAL 30 16000-30 I Bett's Pond Office Building Hyannis,Massachusetts d. Remote Alarm Indicators: Provide supervised remote LED indicators for sensors located behind locked doors.Provide a permanent label on each indicator identifying the device type and actual location. e. Auxiliary Power Supplies: Where the power requirements exceed that which can be supplied by the FACP,provide distributed intelligent power supplies(EST model APS or BPS)where shown or allowed. Power supplies shall communicate with the FACP via data communications,whereby each power supply aground fault, loss of AC power or Battery Fail, and each notification circuit served shall be individually supervised. f. Key Repository:Provide a key repository(Knox Box or approved equal)where shown and required,in accordance with local requirements. E. Installation 1. Installation shall be supervised and tested by the system supplier. The work shall be performed by'skilled technicians under the direction of experienced engineers, all of whom are properly trained and qualified. F. Wiring 1. All wiring for the system shall be in accordance with Articles 760, 725, and 800 of the National Electrical Code and local electrical codes. 2. Provide complete wiring and conduit between all equipment.All devices shall be mounted upon and splices made in UL listed boxes. Wiring splices and transposing or changing of colors will not be permitted. 3. All junction boxes shall be painted red and labeled as `Fire Alarm System' with decal or approved markings 4. Fire Alarm control systems and equipment.shall be connected to separate dedicated branch circuits, sized as required for proper service. Circuits shall be labeled'FIRE ALARM'. ELECTRICAL 31 16000-31 Ben's Pond Office Building Hyannis,Massachusetts G.Final Tests/Warranty 1. The system shall be fully tested by a UL certified testing company, in accordance with UL guidelines and NFPA standards. Each and every device shall be tested. 2. A copy of the final test report [and UL certificate] shall be submitted indicating proper functioning of the system and conformance to the specifications. The test shall be performed by UL certified and factory-trained qualified technicians. Each and every device shall be tested, and standalone operation of remote panels shall be verified. Final testing [and UL certification] shall be performed by the same company that will hold and execute the Test and Inspection contract. 3. The manufacturer shall guarantee all system equipment for a period of three (3)years from the date of final acceptance. 4. The contractor shall guarantee all raceways and wiring to be free from inherent mechanical or electrical defects for one(1)year from the date of final acceptance of the system. H.Fire Alarm Test and Inspection Contract 1.- Each contractor shall include as part of their base bid the cost of a one-year test and inspection contract. This contract shall provide for quarterly tests according to UL,NFPA and local requirements.Upon its' expiration,the contract shall be renewable by the building owner. I. Training 1. The contractor shall provide the services of the manufacturer's representative for a period of 4 hours, during normal business hours,to instruct the owner's designated personnel and fire department response teams on the operation of the system. ELECTRICAL 32 16000-32 Bett's Pond Office Building Hyannis,Massachusetts 2.16 TELEPHONE SYSTEM A. Provisions for telephone service by local telephone company are included under this Contract. Install four-inch(4") conduit between location the service pole and backboard for telephone equipment at the basement level of the building. The entrance through building foundation and the sweep at the pole shall be galvanized rigid steel. B. The Electrical Contractor shall run one-inch non-magnetic raceway between the equipment backboard and the water service location with a#6 AWG CU wire for telephone grounding requirements. This Contractor shall also provide a double duplex receptacle at the equipment backboard;wired to a 20 amp, 120-volt circuit, dedicated for telephone equipment use. C. Service cable will be furnished and installed to the building by local telephone company. This Contractor shall be responsible for coordination with the telephone company for telephone service and any backcharges by same company shall be included in the bid. D. All telephone cable, excluding service entrance cable, shall be furnished and installed by.this Contractor. All wires at the telephone equipment backboard shall be punched down on AT&T type 110 blocks. E. Between the telephone equipment backboard in the basement and telephone system equipment in each tenant space,this Contractor shall furnish and install a 50-pair cable. Location of termination within tenant space shall be as directed in field. F. Between each outlet for telephone and the telephone system equipment in each tenant space, furnish and install an eight-conductor, CATS cable via furred wall and ceiling space. Wire terminations at telephone equipment shall be by tenant's agent. At the outlet location,provide a two-gang plaster'ring, appropriate connectors, and matching coverplate. G. All wiring shall be installed in accordance with Article 800 of the National Electrical Code and sections referenced therein and shall conform to the following: ELECTRICAL 33 16000-33 Bett's Pond Office Building Hyannis,Massachusetts 1. Wire shall be of gauge no thinner than 24 AWG; it shall be flexible annealed copper or its equivalent; it shall contain a minimum of eight conductors (four pair) each insulated by semi-rigid polyvinyl chloride or its equivalent; and.should be constructed in a twisted-pair configuration. Wires shall be solid. 2. Insulated conductors shall have a jacket or sheath with a 1500-volt rms minimum breakdown rating. 3. Wiring shall be installed so that there is adequate insulation of telephone wiring from commercial power wiring and grounding services. 4. Wiring must be sheathed in an insulating jacket in addition to the insulation enclosing individual conductors, or it must be enclosed in conduit. In either case, it shall be assured that this physical and electrical protection is not abraded during placement of the wiring. 5. Removal of the wiring jacket or individual conductor insulation for connections or splices shall be accomplished by removing the minimum amount of insulation necessary to make connection or splice. Insulation equivalent to that provided on the wire and its jacket shall be suitably restored, either by placement of the splices or connections in an appropriate enclosure, or by using adequately insulated connectors or splicing means. 6. Any point where the sheathing, insulation or enclosure for wire has been removed shall be accessible for inspection. If such points are concealed, they shall be accessible(i.e.,by removing a cover)without disturbing permanent building finish. H. In addition to the general requirements that wiring insulation be adequate and not damaged during placement of the wiring,wiring shall be protected from adverse affects of weather and the environment in which it is used. Where wiring is attached to building finish surfaces (surface wiring), it shall be suitably supported by means,which do not affect the integrity of the wiring insulation. I. Lightning or other hazardous-voltage protectors placed by the local telephone company shall not be disturbed, removed or otherwise modified by the customer. ELECTRICAL 34 16000-34 Bett's Pond Office Building Hyannis,Massachusetts J. Only signals which emanate from the local Telephone Company Central Office, or which are generated by tele-communications equipment at the customer's premises which are "non-hazardous voltage sources" {see Fedral Communications Commission(FCC)Rules Part 68 Section 68.306 (b) (4)) may be routed in premises telephone wiring. Electrical current on individual wiring conductors shall be limited to values which do not cause an excessive temperature rise,with due regard to insulation materials and ambient temperatures. K. At each telephone outlet location indicated on the plans, this Contractor shall furnish and install an eight-conductor modular j ack type RJ 11 C, flush- mounted in the wall outlet. L. Attach modular jacks to the walls with toggle bolts or screw anchors. M. Run wire concealed between the telephone system equipment and each modular jack. Support wire by stapling it to the building framing. Caution should be exercised to avoid piercing or pinching the wire with staples. N. All materials and installation shall conform to the requirements of the Federal Communications Commission. P. Once the installation is complete, test each outlet until all problems have been eliminated. Q. Telephone equipment and instruments will be will be furnished and installed by an agent contracted directly by each tenant. 2.17 DATA COMMUNICATIONS SYSTEM A. This Contractor shall furnish and install between each combination telephone/ data outlet indicated on the plans and the server/telephone equipment location within each respective tenant space, an eight-conductor CAT5E cable via furred wall and ceiling space. Cable shall serve for internet access and/or computer networking. B. All equipment, including router and Ethernet hub, shall be the responsibility of the tenant. ELECTRICAL 35 16000-35 Bett's Pond Office Building Hyannis,Massachusetts 2.18 CABLE TELEVISION A. Coordinate the installation of the cable television service with local cable television company. All work by this Contractor shall comply with same company's requirements. Service conduit by this Contractor shall be 3" I.D. between the service pole and the equipment backboard in the basement of the building. B. At locations indicated on the plans,this Contractor shall furnish and install wall outlets and cable back to the equipment backboard in the basement. Cable shall be as specified by local cable television company. Final terminations at outlets and equipment board shall be by local cable television company. 2.19 ACCESS PANELS A. Furnish access panels, for installation by the General Contractor, in walls and ceilings at locations indicated on the Drawings, or as required by Code to permit access for adjustment,removal replacement and servicing of all equipment. B. All access panels shall be located in closets, storage rooms and/or other non-public areas, in a workman like manner,positioned so that the junction can be easily reached, and the size shall be sufficient for this purpose (min. 18"x18"). When access floors are required in public spaces, they shall be located as directed by the Architect. C. Access panels shall be prime-painted and furnished with cylinder lock and two (2)keys, as manufactured by Inland Steel Products Company, Milnor, Miami-Carey, Walsh-Hannon-Gladwin, inc., WayLoctor or approved equal. Access panels located in fire-rated ceilings and fire-rated walls constructed with 1-1/2 hour fire rating and shall bear the UL label insuring the fire-rating construction. ELECTRICAL 36 16000-36 Bett's Pond Office Building Hyannis,Massachusetts PART 3 - EXECUTION 3.01 WORKMANSHIP AND INSTALLATION METHODS A. All work shall be installed in a first-class manner consistent with the best current practices. All materials shall be securely installed plumb and/or level. All flush-mounted outlet boxes shall have front edge flush with finished wall surface. Lighting switches are to be installed within six inches (6") of door jamb. B. Raceways shall be installed at right angles, to, or parallel with, the principle structural members. Supports for steel raceways shall be provided as specified hereinbefore. Raceways shall be firmly held in place. Bolts, screws, and expansion bolts used in securing the work shall be as specified. Raceways shall be cut to proper length so that ends will fit accurately at outlets,boxes, and cabinets. All conduit joints shall be made up tight and no running threads will be permitted. C. No conduit shall be used in any system smaller than 1/2 inch. No conduit shall have more than three (3), 90 degree bends in any one run and, where necessary,pull boxes shall be provided. D. Where conduit is cut, the inside edge shall be reamed smooth to prevent injury to conductors. Where conduits enter of leave all outlet boxes, cabinets or tap boxes, other than those having threaded hubs, a standard locknut shall be used on the outside, and a locknut and bushing on the inside thereof. Unless otherwise indicated, conduit shall be supported at intervals not exceeding six feet(6'), and a maximum of twelve inches (12") from any box or coupling. For type MC cable, support shall be at four-foot(4) intervals. E. In general, all conduit shall be run concealed unless otherwise indicated to be run exposed. F. Conduit shall be continuous from outlet to outlet and from outlets to cabinets, junction boxes to pull boxes, and shall enter and be secured to all boxes in such a manner that each system shall be electrically continuous from service to all outlets. ELECTRICAL 37 16000-37 . ,• Bett's Pond Office Building Hyannis,Massachusetts 3.02 FEEDER CIRCUITS A. Furnish and install feeders as called for on the Drawing and run in steel conduit. Feeders run within ceilings spaces or furred wall spaces may be EMT. Feeders shall be defined as "any circuit originating from the service distribution equipment". All feeder conductors shall be continuous from origin to panel or equipment termination without splicing. 3.03 BRANCH CIRCUITS A. Furnish, install and connect all branch circuit wiring and outlets for a complete and operating system. Branch circuit wiring shall consist of insulated wires connected to the panelboards and run in concealed rigid or EMT conduit, as required, to the final outlet. For interior lighting and receptacle branch circuits, type MC cable will be allowed for wiring run concealed. All branch circuit wiring shall include all outlet boxes, supports, fittings, receptacles, plates, etc., as required. Where wiring can not be run concealed in finished spaces, install in surface raceway. B. All wiring in panelboards and cabinets shall be neatly formed and grouped. 3.04 SYSTEMS IDENTIFICATION A. All equipment furnished shall be marked for ease of identification as follows: 1. Provide screwed-on nameplates to identify all panelboard covers and disconnect switches . Nameplates to be of black phenolic with white engraving with the following information: a. For panelboards: Line 1 - Panel designation in 1/2 inch high letters. Line 2 - Utilization voltage in 3/8 inch high letters. b. For disconnect switches: identification of equipment served in 3/8" high letters for disconnect switches. 1 2. Coverplates for all junction boxes shall be identified as to system and function by means of fibre pen for concealed boxes and Dymo labels for exposed boxes. ELECTRICAL 38 16000-38 �. Bett's Pond Office Building Hyannis,Massachusetts 3.05 EQUIPMENT ACCESS REQUIREMENTS A. All work shall be installed so that all parts requiring inspection, operation, maintenance and repair are readily accessible. Minor deviations from the Drawings may be made to accomplish this,but changes of magnitude shall not be made prior to written approval from the Architect. B. Furnish access panels in walls and ceilings at locations indicated on the Drawings, or as required to permit access for adjustment,removal and the replacement and servicing of all equipment, and all other items requiring maintenance and adjustments. The General shall install access panels Contractor. C. Coordinate the exact location of access panels in all finished spaces with the Architect. 3.06 TESTS A. Furnish all labor,materials, instruments supplies and services and bear all cost for the accomplishment of the tests herein specified. Correct all defects appearing under test, repeat the tests until no defects are disclosed and leave the equipment clean and ready for use. B. Perform any tests, other than herein specified,which may be required by legal authorities or by agencies to whose requirements this work is to conform. C. All grounds, crosses, shorts, etc.,must be eliminated from the wiring system. END OF SECTION 16000 - f ELECTRICAL 39 16000-39, 1. 1 I y % TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 308 008 GEOBASE ID 21978 ADDRESS 372 NORTH STREET PHONE HYANNIS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT NY I- PERMIT 67996 DESCRIPTION double faced 4'x 5' sign PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $50.00 BOND $.00 pF CONSTRUCTION _COSTS 753 MISC_ NOT CODED ELSEWHERE 1 PRIVATE * fARNSTABLE, MASS. �prFG MA'S A BUILDING rVjJ! N BY DATE ISSUED 04/08/2003 EXPIRATION DATE The Town of Barnstable - KASS."� ' Department of Health, Safety and Environmental Services Birdo- ng7givisiTn 367 Main Street,Hyai`�inPS 4AA&Z 1 Office: 508-862-4038 PM 3: 4 8 Ralph Crossen Fax: 508-790-6230 Building Commissioner Tax Collector Treasurer Application for Sign Permit Applicant: "-&� -]A,41J\S 4iC A PART PEM'VS Assessors Doing Business As: �t�S Telephone No. 4zo 'p 22-6 Sign Location . 3 7 2 Street/Road: NOP-T A STR OFT ' AgAtJ jjo Ili) Zoning District: Old Kings Highway? Yes/G Hyannis Historic District? Yes/l Property Ow ner Name: ArJNJ\ J IL-LA E A PAII?T EW LIJC-Telephone: C b .51 Wl A 1 51 L-Vk A G. J:� 0.30-C 4-3o Address: 128 q' iv\At 1� Village: nsTf-V\U-E Sign Contractor Name: A91DOA) •- Co . WC Telephone: 50� 888" Address: 316 Rom 130 -?Oi3ox b 11 Village: 5Ak)L`Wk(-+i Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of die new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes6) (Note.If yes, a whingpemutis required) I hereby certify that I.am the owner or that I have the authority of the owner to make this application, that die information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the T of stabl ning Ordinance. Signature of Owner/Authorized Date: Z�I Cf Size: S Permit Fee: Sign Permit was approved: `P Disapproved: Signature of Buildin Otricial: O� Date: Sign 1.doc rev.8/31/98 I C l TAHL ( i �� IC�I i'IRLI JT) Sid ili� (50,0)'0, Bq'L. T"t, 1 i Developed by LT KQ�o Mmrekeied by PPoWer hoperNes/Caps Cod y3V f. 3 P n l l a t i! l taF[it F 5 V F s W Apo AMIQQt(c f )M ANY I N C O R P O R A T E D - WOODCARVERS • SIGNMAKERS 376 Rte. 130,P.U.box 681,Sandwich,MA 02563 (508)888-0565 FAX 1-508-833-0786 °FtNKE lati Town of Barnstable Regulatory Services BAMSTABs $ Thomas F.Geiler,Director Building Division Tom Perry. Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 October 24, 2003 Hyannis Village Apartments, LLC C/o Arlene Wilson PO Box 486 Barnstable, Ma 02630 Re: SPR 081-03 372 North St.,Hyannis (R308-008) Proposal: Construct 6,160 sf, one-story office building Dear Ms. Wilson; Please be advised that the aforementioned application was approved by the Building Commissioner at the site plan review meeting on October 23, 2003. ❖ The installation of an additional leeching pit with a wick mechanism was recommended by Engineering. ❖ The applicant was requested to identify the size and location of the water main and hydrant. ❖ Construction shall be in compliance with the approved site plan as prepared for Silvia & Silvia Assoc., Inc., by A.M. Wilson Assoc., Inc., dated Sept. 17, 2003, stamped and signed by Arne H. Ojala, PE, entitled Site Development Plans, #372 North Street, Hyannis, Ma., and consisting of three (3) sheets. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(ZO Section 4-7.8 [7]). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, Robin C. Giangregorio Zoning& Site Plan Review Coordinator 48667 Fire Sprinkler Reports for Betts Pond Office Building { Attic-Light Hazard U o "HYA IS FIRE PREVENTION R RE gYA�,'�M-fi;Af �)EPARTMEMT L I 95 f GI4 5 ;��`� RD. EX1 `l'4NNIS, MA 0260: Prepared By: DENNIS A, �yG A.R.H. Enginering o GAUDREAU cn o MECHANICAL y 9No.38M7a y September 23,2005 FIRE-Fire Sprinkler Hydra lculation Proa ulics Cagrm Elite Software Development,Inc. `ARH Engineering,Inc 508-888-5461 508-888 4069 Fax r 48667 Page 2 _ General Project Data Report Project Title: 48667 Designed By: A.R.H.Enginering Date: September 23,2005 Code Reference: NFPA13 Approving Agency: Hyannis Fire Department Client Name: Betts Pond Office Building Phone: Address: Attic-Light Hazard City,State Zip Code: Company Name: Representative: Company Address: City And State: Phone: Building Name: Building Owner: Contact at Building: Phone at Building: Project nata Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 1170 ft2 Ma)amum Area Per Sprinkler: 130 ft2 Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 WET STEEL Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 100.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Central Model: BV-QR Size: 1/2" Temperature Rating: 155 F a-ter Supply Test nata' Source Of Information: Barnstable Water Company Test Hydrant ID: #425 Date Of Test: March-31-05 Hydrant Elevation: 0 ft Static Pressure: 85.00 psi Test Flow Rate: 1300.00 gpm Test Residual Pressure: 59.00 psi Calculated System Flow Rate: 457.84 gpm Calculated Inflow Residual Pressure: 43.41 psi Available Inflow Residual Pressure: 81.23 psi Iculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.10 gpm/ft2 Number Of Active Nodes: 44 Number Of Active Pipes: 44 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 19 Number Of Inactive Sprinklers: 0 Active Version 200 Pipe Capacity Tuesday,October 11,2005 ___ _ __ _ _ __ FIRE-Fire SprinMer Hydraulics Calculation Program Elite Software Development,Inc. iARH Engineering,Inc 50848885461 508-5884069 Fax 48667 Page 3� Fire Sprinkler Input Data Sprinkler Pressure Node Non-Sprinkler Node No. Node Description Area Group KFactor(K) Estimate(psi) Elevation Discharge (feet) (gpm) 1 No Discharge N/A 43.41 3.00 0.00 2 Non-Sprinkler NIA 43.16 3.00 100.00 3 No Discharge N/A 42.98 3.00 0.00 4 No Discharge N/A 40.05 3.00 0.00 5 No Discharge N/A 40.02 3.00 0.00 6 No Discharge N/A 38.84 3.00 0.00 7 No Discharge N/A 38.37 3.00 0.00 8 No Discharge N/A 38.34 3.00 0.00 9 No Discharge N/A 33.33 3.00 0.00 10 No Discharge N/A 32.92 3.00 0.00 11 No Discharge N/A 20.52 29.00 0.00 12 No Discharge N/A 18.96 29.00 0.00 13 No Discharge N/A 18.87 29.00 0.00 14 No Discharge N/A 18.57 29.00 0.00 15 No Discharge N/A 18.10 29.00 0.00 16 No Discharge N/A 17.98 29.00 0.00 17 No Discharge N/A 17.95 29.00 0.00 18 No Discharge N/A 17.94 29.00 0.00 19 No Discharge N/A 17.96 29.00 0.00 20 No Discharge NIA 17.99 29.00 0.00 21 No Discharge N/A 18.14 29.00 0.00 22 No Discharge N/A 18.21 29.00 0.00 23_ No Discharge N/A 18.38 29.00 0.00 24 No Discharge N/A 18.78 29.00 0.00 25 Sprinkler 5.60 15.38 30.00 0.00 26 Sprinkler 5.60 10.14 34.00 0.00 Active Version 200 Pipe Capacity Tuesday,October 11,2005 FIRE-Fire Sprinl eer Hydraulics Calculation Program Elite Software Development,Inc. ARH Engineering,Inc 508-8885461 5084RH3 4069 Fax 48667 Page 4 Fire Sprinkler Input Data • Sprinkler Pressure Node Non-Sprinkler Node No. Node Description Area Group KFactor(K) Estimate(psi) Elevation Discharge (feet) (gpm) 27 No Discharge N/A 8.82 35.00 0.00 28 Sprinkler 5.60 8.55 35.00 0.00 29 Sprinkler 5.60 7.61 35.00 0.00 30 Sprinkler 5.60 14.96 30.00 0.00 31 Sprinkler 5.60 11.35 34.00 0.00 32 Sprinkler 5.60 9.89 35.00 0.00 33 Sprinkler 5.60 14.87 30.00 0.00 34 Sprinkler 5.60 11.30 34.00 0.00 35 Sprinkler 5.60 9.57 35.00 0.00 36 Sprinkler 5.60 16.01 30.00 0.00 37 Sprinkler 5.60 12.49 34.00 0.00 38 Sprinkler 5.60 14.83 30.00 0.00 39 Sprinkler 5.60 11.25 34.00 0.00 40 Sprinkler 5.60 9.70 35.00 0.00 41 Sprinkler 5.60 15.07 30.00 0.00 42 Sprinkler 5.60 10.15 34.00 0.00 43 Sprinkler 5.60 8.12 35.00 0.00 44 Sprinkler 5.60 7.00 35.00 0.00 Active Version 200 Pipe Capacity Tuesday,October 11,2005 FIRE-Fire Sprinkler Hydraulics Calculation Program �^ Elite Softvrare Development,Inc. tARH Engineering,Inc 508-888-5461 508-888-4069 Fax- [FireSprinkler Input Data Nominal Nominal Fitting Total CFactor Beg. End. pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 2 CAST IRON,CEMENT 8.000 0 150.00 0.00 150.00 140 2 3 CAST IRON,CEMENT 8.000 0 E 150.00 24.00 174.00 140 3 4 SCHED 10 WET STEEL 4.000 0 100.00 0.00 100.00 120 4 5 SCHED 10 WET STEEL 4.000 0 1.00 0.00 1.00 120 5 6 SCHED 10 WET STEEL 4.000 0 E 27.00 13.00 40.00 120 6 7 SCHED 10 WET STEEL 4.000 0 E 3.00 13.00 16.00 120 7 8 SCHED 10 WET STEEL 4.000 0 1.00 0.00 1.00 120 8 9 Backflo Prev 5.000 Loss 9 10 SCHED 10 WET STEEL 4.000 0 E 1.00 13.00 14.00 120 10 11 SCHED 10 WET STEEL 4.000 0 E 26.00 13.00 39.00 120 11 12 SCHED 10 WET STEEL 4.000 0 T 27.00 26.00 53.00 120 12 13 SCHED 10 WET STEEL 4.000 0 12.00 0.00 12.00 120 13 14 SCHED 10 WET STEEL 4.000 0 E 24.50 13.00 37.50 120 14 15 SCHED 10 WET STEEL 4.000 0 T 34.50 26.00 60.50 120 15 16 SCHED 10 WET STEEL 4.000 0 T 8.00 26.00 34.00 120 16 17 SCHED 10 WET STEEL 4.000 0 T 8.00 26.00 34.00 120 17 18 SCHED 10 WET STEEL 4.000 0 T 8.00 26.00 34.00 120 18 19 SCHED 10 WET STEEL 4.000 0 E 18.50 13.00 31.50 120 19 20 SCHED 10 WET STEEL 4.000 0 T 24.50 26.00 50.50 120 20 21 SCHED 10 WET STEEL 4.000 0 E 32.50 13.00 45.50 120 21 22 SCHED 10 WET STEEL 4.000 0 18.50 0.00 18.50 120 22 23 SCHED 10 WET STEEL 4.000 0 T 24.00 26.00 50.00 120 23 24 SCHED 10 WET STEEL 4.000 0 E 34,50 13.00 47,50 120 24 12 SCHED 10 WET STEEL 4.000 0 20.50 0.00 20.50 120 23 25 SCHED 40 WET STEEL 1.500 0 FET 1.00 14.00 15.00 120 25 26 SCHED 40 WET STEEL 1.250 0 FT 12.00 7.00 19.00 120 Active Version 200 Pipe Capacity Tuesday,October 11,2005 ;FIRE- Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. ARH Engineering,Inc 508-888-Wl 508-888-4069 Fax 48667 Page 6 Fire Sprinkler Input Data Nominal Nominal Fitting Total CFactor Beg. End. pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 26 27 SCHED 40 WET STEEL 1.250 0 T 5.00 6.00 11.00 120 27 28 SCHED 40 WET STEEL 1.000 0 E 1.00 2.00 3.00 120 27 29 SCHED 40 WET STEEL 1.000 0 2E 11.00 4.00 15.00 120 15 30 SCHED 40 WET STEEL 1.250 0 FET 1.00 10.00 11.00 120 30 31 SCHED 40 WET STEEL 1.250 0 T 12.00 6.00 18.00 120 31 32 SCHED 40 WET STEEL 1.000 0 2E 6.00 4.00 10.00 120 16 33 SCHED 40 WET STEEL 1.250 0 FET 1.00 10.00 11.00 120 33 34 SCHED 40 WET STEEL 1.250 0 T 12.00 6.00 18.00 120 34 35 SCHED 40 WET STEEL 1.000 0 F2E 8.00 5.00 13.00 120 17 36 SCHED 40 WET STEEL 1.250 0 FET 1.00 10.00 11.00 120 36 37 SCHED 40 WET STEEL 1.000 0 E 12.00 2.00 14.00 120 18 38 SCHED 40 WET STEEL 1.250 0 FET 1.00 10.00 11.00 120 38 39 SCHED 40 WET STEEL 1.250 0 T 12.00 6.00 18.00 120 39 40 SCHED 40 WET STEEL 1.000 0 F2E 6.00 5.00 11.00 120 20 41 SCHED 40 WET STEEL 1.500 0 FET 1.00 14.00 15.00 120 41 42 SCHED 40 WET STEEL 1.250 0 T 12.00 6.00 18.00 120 42 43 SCHED 40 WET STEEL 1.250 0 2ET 9.00 12.00 21.00 120 43 44 SCHED 40 WET STEEL 1.000 0 E 13.00 2.00 15.00 120 Active Version 200 Pipe Capacity Tuesday,October 11,2005 a FIRE-Fire Sprinkler Hydraulics Calculation Program r Elite Software Development,Inc. a sf MH Engineering,Inc 50BZ88-9461 _508-888-4069 Fax 48667 Page 7 Fire Sprinkler Output Data rail Sprinkler Output nata Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure 2 Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft) (gpm/ft2) (gpm) 25 5.60 30.00 15.38 130.00 0.169 21.96 Sub Totals For Non-Group 130.00 0.169 21.96 26 5.60 34.00 10.14 130.00 0.137 17.84 Sub Totals For Non-Group 130.00 0.137 17.84 28 5.60 35.00 8.55 130.00 0.126 16.38 Sub Totals For Non-Group 130.00 0.126 16.38 29 5.60 35.00 7.61 130.00 0.119 15.45 Sub Totals For Non-Group 130.00 0.119 15.45 30 5.60 30.00 14.96 130.00 0.167 21.66 Sub Totals For Non-Group 130.00 0.167 21.66 31 5.60 34.00 11.35 130.00 0.145 18.87 Sub Totals For Non-Group 130.00 0.145 18.87 32 5.60 35.00 9.89 130.00 0.135 17.61 Sub Totals For Non-Group 130.00 0.135 17.61 33 5.60 30.00 14.87 130.00 0.166 21.59 Sub Totals For Non-Group 130.00 0.166 21.59 34 5.60 34.00 11.30 130.00 0.145 18.82 Sub Totals For Non-Group 130.00 0.145 18.82 35 5.60 35.00 9.57 130.00 0.133 17.32 Sub Totals For Non-Group 130.00 0.133 17.32 36 5.60 30.00 16.01 130.00 0.172 22.41 Sub Totals For Non-Group 130.00 0.172 22.41 37 5.60 34.00 12.49 130.00 0.152 19.79 Sub Totals For Non-Group 130.00 0.152 19.79 38 5.60 30.00 14.83 130.00 0.166 21.56 Sub Totals For Non-Group 130.00 0.166 21.56 39 5.60 34.00 11.25 130.00 0.144 18.78 Sub Totals For Non-Group 130.00 0.144 18.78 40 5.60 35.00 9.70 130.00 0.134 17.44 Sub Totals For Non-Group 130.00 0.134 17.44 41 5.60 30.00 15.07 130.00 0.167 21.74 Sub Totals For Non-Group 130.00 0.167 21.74 42 5.60 34.00 10.15 130.00 0.137 17.84 Sub Totals For Non-Group 130.00 0.137 17.84 Active Version 200 Pipe Capacity Tuesday,October 11,2005 FIRE-Fire Sprinlder Hydraulics Calculation Program Elite Software Development,Inc. `ARH Engineering,Inc 508488.5461 50BZ884069 Fax . .� ___ _�_� a48667 Page 8 w Fire Sprinkler Output Data Flowing Sprinkler Residual Flowing Sprinkler Sprinkler Area Group Sprinkler Flowing Area Elevation Pressure Density Discharge Node No Code KFactor(K) (feet) (psi) ( ) (gpm/ft2) (gpm) 43 5.60 35.00 8.12 130.00 0.123 15.96 Sub Totals For Non-Group 130.00 0.123 15.96 44 5.60 35.00 7.00 130.00 0.114 14.82 Sub Totals For Non-Group 130.00 0.114 14.82 Totals For All Groups 2470.00 0.145 357.84 Active Version 200 Pipe Capacity Tuesday,October 11,2005 Calculation r Elite Software Develo mint,Inc. FIRE-Fire Sprinkler Hydraulics Calculation Program p �. ARH Engineering,Inc 5084M-5461 508-8884069 Fax 48667 Page 9 — --, Fire Sprinkler Output Summary I� HMD Sprinkler Node Number: 44 HMD Actual Residual Pressure: 7.00 psi HMD Actual GPM: 14.82 gpm Sprinkler System Type: Wet Specified Area Of Application: 1170.00 ft2 Minimum Desired Density: 0.100 gpm/ft2 Application Average Density: 0.306 gpm/ft2 Application Average Area Per Sprinkler: 61.58 ft2 Sprinkler Flow: 357.84 gpm Average Sprinkler Flow: 18.83 gpm ii���city And Imbalance Summary Maximum Flow Velocity(In Pipe 15-30) 12.47 ft/sec Maximum Velocity Pressure(In Pipe 36-37) 0.02 psi Allowable Maximum Nodal Pressure Imbalance: 0.0010 psi Actual Maximum Nodal Pressure Imbalance: 0.0001 psi Actual Average Nodal Pressure Imbalance: 0.0000 psi Actual Maximum Nodal Flow Imbalance: 0.0000 gpm Actual Average Nodal Flow Imbalance: 0.0000 gpm 10verall Network Sum m- ary Number Of Unique Pipe Sections: 44 Number Of Flowing Sprinklers: 19 Pipe System Water Volume: 357.92 gal Sprinkler Flow: 357.84 gpm Non-Sprinkler Flow: 100.00 gpm Total System Demand Flow: 457.84 gpm Minimum Required Residual Pressure At System Inflow Node: 43.41 psi Demand Flow At System Inflow Node: 457.84 gpm Active Version 200 Pipe Capacity Tuesday,October 11,2005 l , r FIRE-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. °ARH Engineering,Inc 50.84888-5461 508-888-4069 Fax �__ _-48667 Pa a 10 —�_ _ -�--— - g- - Fire Sprinkler Output Data 100 90 80 .N 70 CL 60 59 U) 50 a` ao P 30 20 10 0 2 4 6 8 10 12 14 16 18 20 Flowrate(x100) gpm Adjusted Hydrant Data Static Pressure:85 psi Test Residual Pressure:59 psi Test Flow Rate: 1300 gpm Demand Point Data Calculated Residual Pressure:43.41 psi Calculated Flow Rate:457.84 gpm Excess Available Inflow Residual Pressure:37.82 psi I Active Version 200 Pipe Capacity Tuesday,October 11,2005 1 Town of Barnstable Planning Division Thomas A. Broadrick,AICP 200 Main Street, Hyannis, Massachusetts 02601 Director of Planning, Zoning, Tel: (508) 862-4786 Fax: (508) 862-4725 &Historic Preservation March 10, 2005 Bett's Pond Building Trust C/o Peter Sullivan Sullivan Engineering PO Box 659 Osterville, MA 02655 SPR 010-05 Bett's Pond Building Trust, 372 North Street,Hyannis (R308-008) Proposal: Construct 9,600 sf office building Dear Mr. Sullivan; Please be advised that the Building Commissioner issued an administrative approval on March 9 2005 for the aforementioned construction and site work. The following conditions apply: ❖ The applicant shall reduce the curbs cuts to a width of 24' ❖ All construction shall be in compliance with the approved plan prepared for Bett's Pond Building Trust, Inc., 7 Industrial Park Road, Medway, Ma 02053, prepared by Sullivan Engineering and Capesurv, dated November 18, 2004, consisting, of a rendering sheet and sheets 1-4, stamped and signed by Richard R. Lheureux, Land Surveyor on 2/8/05 and Peter Sullivan, PE for property identified as 372 North Street, Hyannis(Barnstable), MA. ❖ Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan (Zoning Section 240-104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, � a Robin C. Giangregorio Zoning& SPR Coordinator L F GIAMPIETRO ARCH S08 S40 0220 06/14/06 0S:41pm P. 001 �4 L.F. Giampietro, Architect, P.C. 220 Main Street Falmouth, MA 02540 Ph: (508) 540-7400 FAX: (508)540-0220 e-mail: fred@giampietroarchitects.com FAX TRANSMITTAL To: Mr. Tom Perry—Barnstable Building Commissioner ' 7 Date: June 14, 2005 Fax Number: (508)790-6230 Project Name: Bett's Pond Office Building— 372-North-Street,Hyannis Message: Please see attached drawings. We are showing two means of egress from each unit. We have an open stairway from the foyer going from the first floor to the second floor. All of the areas of the building, including the foyer, are one-hour rated. The building will have a sprinkler system. We believe the design meets all exit requirements. Could you please review and give us your determination. Thank you for your assistance. Lo is F. Giampietro,AA! Principal Number of pages sent including this transmittal sheet�. If you do not receive all pages,please call(508) 540-7400 as soon as possible. Thank you. z I a�evsTaa 70 � 1 —..... _ rr —e C ���� CUNdUI.TANT � 1• I � > � r, � P F, Giampietro, A I A ARCH;TECL go Mn�n eT.ee*AI MO J'�u.MA88ACMUSETT3 02b4Uslid � PROPOSED COMMERCIAL BUILDING: ML uw a BiTT'S POND OFFICE BUILDING 1 372 NORTH STREET HYAI�TNI ----....... yiioaiiN—-- __..,...5,MASSACHUSETTS Nwx^�'� swNsmnE zoo 'd wdit:so SOrbti/S© ozzo ots 80S HOJfJ Md13I8Wk0I5 A 1 rN � I En y to T 1 i 4 1 N 4 F. L. . Giampietro, A I A ARCHITECT Z20 MAIN STOVIII 1'til.,LLUU G]O 1500 UT..MA.$......T'TS U64 0 G WiL OPOSED COMMERCIAL BUILDING:BETT'S POND 07 bICE BUILDING 3'72.NORTH STREETHYANNIS MASSACHUSETTS. SOO 'd wdZb:SO SO/tZ/SO OzZO Ots SOS HOZi" OJ13IdWVI5 3 1 — - — _ -- ll — — i jjq � I II LI� „c , f l� 3 z i 1 r ` n � I I I + L.F. Giiampietro, A I A TCT ARCH - " E --.... I curcsuunm ^ uTtl,MA89ncN utl¢Y'1'9 02e�o 14,Dell fi�011 UU PROPOSED COMMERCIALBU eee: -�� BUILDING: G: i BETT S,POND OFFICE BUILDING 372 NORTH STREET' IGN1NfLL iflfflluNl•No.- yi�N Iuu- ......_IiYANIVIS MAS3ACHU5ET'TS ..._._. too 'd -ciTt:SO SOrtT/SO OZZO OtS SOS HO�:I" OJ13Id6JCI5 3 1 - -I ; . t'!�ti�l��iFi�`�I�� � I"��i'�u����i>.�m,E�►1i6�: I, ,I�INI�1l�IID Il118111fl111i I ' II�� ' I�'i ��i�� ,t t,,,E,��"� � ■011tll1l,low. it Cil' .. f '�.yyy������III)2 F114EI'+1 i,ICI I1� •1ali'+iN'4 I=� '��I'j'i''+i I'i�iEl I I�INIlllfll mmiumIIIIIt I��I/�i ,���;• III... t1�+�+1 ���,�► �.i.►�` �`�'I����iii����a�i!��=��g''iE��;�i={��iil�f���l;iii!IE�i�� . Ilr�——��I ��/__.i y,.... ,l f l I ,yL „ i' {•. i v'rl I I. i. 1 Nowl t�I+ .0i.iw/l�w. I l ;:�, I r II•L1•liryliliydl I I I qy9+Pi+'+i'i'i i`t''' Know. IIII ��I II� � �I;� �Ill�rrrr�rr�ii: 1•��i 11�L'!��J�'i /�I/9 � I 1/ RON �!•Of ir11101 IM+�1 _- iHlr d r i+i7 r l I f ._✓'- N '�"�• +I�lil�l�i4i:111!I!��6'I,�I�I { III �y; 41�/ I/Ally( ,�� ,,atd={ ■S'�l4� "��' �np��1 � � .� .�I IT..,�f 1m�1`i {�'''II=•11=1�i'PI (1.��6� :11r fly _ - y r,r liIIVIEI=�E,!III'llli��l'I�E='iki�tl'I'r�={=k��l l'qp��� E!I'1{II I rtr .;,� . ' I{1''I=�'''IiE=E=ili�i=�I'f'i''11�'1''''�'E�����'E91•�ili'�►'i 'RRt�E� � E 1 "Pp1 l9 II,'I I/A•Y. il'll!I I t I`IIE��'I'E E�4E1 t i •l /1 III�I i minim, low =Ei�,���lEi=liu'�1'� Imo/mil`,; r nlh. i'1�I�1�l�t�ll111 I I l,t , f,1,1 t 44,1,1 !li{I U I IV i �IIN�III�III IINIIII�IIIIIIU � � � �f� ���{Ill I� {Illth I �1t1'I�1!�pI � I. A .., // �j I//�I+ ,pI ��II''Illlh � I iij i��IQ �111�11I� I��yIi.I�{ 'lI'i'I•I If iilil�iirrii� d� l d II,�F!r--PROPOSED COMMERCIAL BUILDING: BETT'S POND OFFICE BUILDING 372 NORTH STREET a �N a m j I j i ! !�� �!Ijljiy, iI!II�I Ilia I 4 l�.I • I I �I ,� I� ' II � j � � IA ARCHITECT � aw � � ]+o NAiN Sr Weer 7eLr s9n a9 r6ou VYN GfUS£t'S L1L49 PROPO9S6EnD COMMERCIAL BUILDING: uI4NV GC]: �p9C36 BETT'S POND OFFICE BUIIMTNG m 372 NORTH STREET HYANNIS,MASSACEUSET7 S 800 'a -dTt:S0 SO/tS/J0 0cz0 0t5 SOS HO�J•C 0813I dWfJI J 3 -1 i LAW OFFICES OF ALBEIiT J. SCHULZ (,�l WILLIAM CHARLES PLACE t 7 PARKER ROAD OSTERVILLE, MASSACHUSETTS 02655-2034 TELEPHONE(508)428-0950 FACSIMILE(508)420-1536 ALBEAT J. SCHULZ MICHAEL F. SCHULZ aschulz@schulzlawoffices.com mschulz@schulzlawoffices.com August 29, 2006 Tom Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis,MA 02601 HAND DELIVERED RE: 372 North Street,Hyannis Our File: 21851 Dear Mr. Perry: An issue has arisen in the above captioned case regarding the status of several shrubs at 372 North Street that were planted by my client,Benjamin Perry, III. The approximate location of these shrubs is highlighted in yellow on the attached Sketch Plan, dated February 20, 2006, Revised May 11, 2006, by down cape engineering.Exhibit I The Superior Court issued a preliminary injunction on June 9, 2006,prohibiting the record owner of 372 North Street,Bett's Pond Building Trust, Inc., from entering or using the area highlighted in green.Exhibit 2 The plaintiff,Benjamin A. Perry, III, recently filed a motion to amend the preliminary injunction be amended to include the area occupied by shrubs,which is highlighted in green on Exhibit 1. The Court held a hearing on this motion this motion in the Barnstable Superior Court. After hearing,the Court DENIED my client's motion to extend the area covered by the preliminary injunction but stated that the parties agree not to remove any shrubbery until it was determined by your office that removal of the shrubbery was necessary for the issuance of an occupancy permit. I have attached to this letter, as Exhibit 3, a copy of a portion of a plan that I understand was not only the approved site plan but a plan filed in connection with Bett's Pond's application to construct the retaining wall highlighted in pink. The area between the retaining wall and the bituminous pavement(asphalt) is the area now occupied by the existing shrubs. Since this area is designated a green space to be planted with shrubs, I don't believe that my client's existing shrubs would prevent the issuance of an occupancy permit for the premises. If you agree with my opinion, I request that you sign a copy of this letter and return it to me at your convenience. If you have any questions or need additional information before you can render a decision,please contact me. Thank you for your attention to this matter. Sin rely, Albert J. ulz AJS:cg Enclosure cc: Benjamin A. Perry, III Joseph W. Corrigan,Esquire 1 agree that the continued existence of the existing shrubbery located southwesterly of the paved parking area, approximately as shown.on the Sketch Plan prepared by down cape engineering, inc., dated February 20, 2006, Revised May]1, 2006, will not prevent the issuance of an occupancy permit for the premises at 372 North Street, Hyannis,provided, that construction at the site otherwise complies with the building permit and the approved site plan. om Pe , uilding Inspector Town of Barnstable 21851 T.Perry 2 Letter.doc 2 N • • I mmonwealth of Massachus. -s County of Barnstable The Superior Court CIVIL DOCKET# BACV2006-00259 RE: Benjamin A. Perry, Mary A. Perry (Plaintiffs) vs. Bett's Pond Building Trust, Inc. (Defendants) PRELIMINARY INJUNCTION This action came on to be heard before the Court upon the return of an Order of Notice to show cause why the application for a preliminary injunction should not be granted,and was argued by counsel; and upon consideration thereof, It is ORDERED and ADJUDGED the application under Prayer 3 of the Complaint is hereby granted; and the defendant, Bett's Pond Building Trust, Inc., and all those claiming by, through and under Bett's Pond Building Trust, Inc., are ENJOINED AND RESTRAINED from entering upon or using,including removal of asphalt,from the following portion of Parcel B,North Street,Barnstable(Hyannis),Barnstable County, Massachusetts, Plan Book 316, Page 5; NORTHERLY by land-of the Town of Barnstable and land of Mary A. Perry, about sixty-five(65)feet; SOUTHERLY by North Street, a public way, about forty-eight(48)feet; and; SOUTHEASTERLY by the remaining portion of land of Bett's Pond Building Trust, Inc., being Parcel B on a plan of land recorded in Plan Book 316, Page 5, in three courses, about fifty-one (51)feet. The above-described area is shown as"Paved Parking"'on a plan of land entitled SKETCH PLAN of Land in Hyannis, MA, Prepared for Benjamin Perry, Date: February 20,2006, Scale: 1"=20'".; until further order of the Court. Dated at Barnstable, Massachusetts this 9th day of June, 2006. Gary A. Nickerson, Justice BY:...... ....... ............................... A true co Clerk copy. Attest; Telephone: (508) 375-6684 Glen cvdpinj_l.wpd 488121 appall roderick t 4 . k .. $, _ � �. 't 1 l � .. � - f W' '. �. �. - .. #. �. i, - . i - � � t i i - � - N/F Town of Barnstable 120971315 2 Story W/F Office Building #340 N/F S Mary A Perry se .39.98 143511123 N/F S&N set N89 4T25" Benjamin A Perry W Vr W W v W W W AA 8T+ S&N 17671247 W M1 4 W ♦ W � �(�{/Y 1 W W W W W W Wl "Y�• W W W Set Edge of Pavement . . W ry W W . V W W W W 69.15a _ PK Nail V •. .._-____ Jr W W V• W i V J W E====3 © + Bit Pavement Area To Remain _ I NV tl 1 W� 9 spaces W o • W.C 'I�I�Iry11I'I1/(/"' II1/�'11'�--'I1'/(/�I'I�'1II�11� �. 5 Spaces r 31 0 Co CL ,. \�,,, y .YWW V WW .r � • yI O W V r •�' '~ \ © +�� © © ,ram Y W I , Fwd j ® Via: - - • ® 3 spaces W W \ W y i J• W W W W f 11 Sign W, ♦ � ♦ `III///VVV��' 1 • •Jr 78.71+ J W J J Goo•. J• F \�Y W W W W `- W ool paces \ ( / I V Vr W J, V• W _ � ' IVIF anuel Ginsberg, Trs. 7397119 -W 41 y W W W V, d i W W Jr W 4 + e\ - - - • W W , Goa, • .. J• W y W W � �� t _ W+ i Vr V Jr ✓. � - V• W W Vr W / W W / Catch Basin OF dP' cotch ®Bosin t M / TCHEL L. 'S WA Y R=1 276.50 p,27 L=130.00, R=31 4.1 2 39.24 4.90'_ L-45.60 L 1 ,Q \1% N 30 F6 T PER DEED L=1 0. 7 50 FT PER DEED PG 2411 \\� BENJAMIN A. PERRY O00 r? DEED BOOK 1435 co PAGE 1123 N LO rn MARY A. PERRY rn TOWN OF BARNSTABLE ; DEED BOOK 12097- PAGE 316 � rn o C i g� DEED BOOK 3491 � W ��,°�' PAGE 184 CONC. PAD � o ui DUMPSTER � o of atNOF�L9Ss a w DEED BOOK 1767 ���' TIMOTHY q°tip F- EXISTING w PAGE 24 ,_� . .. K COVELL ti o BUILDING N0.3eo35_ w PAVEMENT LL o �,�• /� o SIETCH PLAN 220 FT PER DEED 3.31' 1�� N27'18'37"1N - OF LAND IN 2.91' 50 FT PER DEED �1 260.16' TO CB FND M 38.54' HYANNIS, MA STAKE `' ,,0 '.. ,� - �_. NAIL FOUND '�,�� 4 2' a FND off 50e-362-CUI PARCEL B RAV rox 508 362-98N PLAN BOOK 316 PAGE 5 _�\ Z K G �' PREPARED FOR HYANNIS VILLAGE APTS., LL down cape engineering, inc. ��, �, AREA =987 SFt BENLIA MIN PE Y % BETTY S POND, BLDG TRUST f,P� CIVIL ENGINEERS DEED BOOK 15282 PAGE 277 T �'. LAND SURVEYORS t � � REVISED DATE: MAY 11, 2006 DATE: FEBRUARY 20, 2006 939 main st. yarmouth, ma 02675 SCALE: 1" _ : 0' t�� �� r JOB #86-488 . a, NOTE.• THE UPPERMOST LAYER OF GEOGRID SHALL BE AT LEAST ONE FOOT LONGER THAN THE MIN/MUM LENGTHS SHOWN BELOW MIN/MUM GEOGRID CUT LENGTH (7YP) e' GRID s' GRID ¢' GRID NOTE- ALL WALLS WERE DESIGNED USING GRADING INFORMAT/ON PROVIDED SY OTHERS. I I If THE FIELD CONDITIONS /ND/CATS THE GRADE AT THE BASE AND/OR TOP OF THE WALL 30 I...:.. -._._._.___..____ ._.. _ __ _m __.._�.. _._ _._ _.__. _...__._._ _ .._...__. I ._ �.x_._ __ __ __ .µ __ . _.._ __._ _� _ . �_ TO BE D„ f_ERENT FROM THAT SHOWN ON THESE PLANS, THE DESIGN ENGINEER SHALL -- 4"ROCKWOO CAP UNIT rA. of35 - I sTA. o so --___W_ I I "" 30 SE CONTACTED TO VERIFY CHANGES TO THE WALL BASE COURSE AND/OR TOP OF WALL ELf T/ON. OP ELEV= 24. _ I TOP EL = 24.5 ASE ELEV.= 13. = BASE EV.= 16.2 STRAT GRID SG200 GE9GRID (TYP)I 22 8 W:. _" _._see _ STA. 0*00 20.8 _.. TOP ELEV.= 24.5 20 W-__ — BASE ELEV= 18.8 18.8see "".... see see _ .W 20see Gee see _ _ — Gee OPOSED GRAD N — 14.8— — — — — — see ABASE OF WAL ------ Tj 10 BASE COURSE, ROCKWOOD 3 Z Z "CLASSIC "RETAINING WA L. UNIT Z `a v O O� O CQ 0+00 O+10 0+20 0+30 0+40 Old-50 0+60 0+70 0+80 0+90 1 +00 1 +10 1 +20 � 1+30 1 +40 1+50- 1 +60 1+70 1+80 �1 +90 � 2+00 STATIONING..SHOWN ALONG FACE WALL OF PROPOSED RETAINING WALL FAC E DRAWING WALL # 1 SCALE: 1" = 10' NOTES' NOTETHE UPPERMOST LAYER OF GEOGRID SHALL BE AT LEAST 7WO FEET LONGER THAN THE MINIMUM LENGTHS SHOWN BELOW. MINIMUM GEOGR/D CUT LENGTH (IYPJ 1. THE CUT LENGTHS SHOWN ARE THE MIN/MUM LENGTHS TO BE USED. THE CONTRACTOR MAY USE LONGER LENGTHS WHERE THEY MAY EASE INSTALLATION 4' GRID 7' GRID 5' GRID 2. CARE SHOULD BE TAKEN TO REMOVE ALL ORGANIC MATERIAL FROM THE BASE EXCAVAT/ON I 1 0 FOR THE RETAINING WALL. 30 L _ ._ J. I I30 GEOGRID CUT LENGTHS ARE MEASURED FROM THE FRONT FACE OF THE RETAINING WALL -" "- I sTA. TOP ELEV.= 2 .5 ALL GEOGRID /S TO BE PLACED PERPENDICULAR TO THE WALL FACE, i.e. THE GRID ROLL /S PLACED 4"RO KWOOD CAP U T """ ",; I I BASE ELEV= 5.5 235 ON THE WALL, ROLLED OUT BEHIND THE WALL, AND CUT TO LENGTH. f W; S w TRA GRID SG200 OGR/D (IYPJ 4. ENDS OF THE RETAINING WALLS SHALL BE BLENDED INTO THE PROPOSED/EX/STING GRADE STA. ofoo W" W F -see I __._. see nam 21, Gee Ann /N A MANNER SATISFACTORY TO THE OWNERS SITE REPRESENTAT/V . T TOP E[EV= 191 - E A THE ENDS OF A WALL 20 -._._....._"._ . ." ___.___._.-."..._-._. 1.__._____.__.__._.__1.-�.._.____ -... .,._ __ BASE ELEV= 16.8 _-_.. .. . ."" -- ..:... ..............._..._ .... 1 __...... _.f.- _ ... . _..._ 20 WHERE BLENDING TAKES PLACE, THE ISSUE /S NOT A STRUCTURA[ FACTOR BUT AN AESTHETIC FACTOR —— — — — — — — AND THE OWNERS SITE REPRESENTATIVE /S OUALIFIED TO MAKE THIS JUDGEMENT. — --" — — — — — — __ PROPO D GRADE I 5. THE PREFERED LOCATION FOR GUARDRAIL/FENCE INSTALLET/ON /S BEYOND THE LENGTH OF THE AT BAs of wAL[ GEOGRID. WHERE THIS CANNOT BE ACCOMPLISHED, THE FOLLOW/I✓G ALTERNATIVES ARE AV / eASE oURSE ROCKw oD W I A LABLECLAS C 8"FOR POST INSTALLATION. RETAINING WALL uN/7 : ___.. .."_ _._.............10 ...M.._._.......__._... -.-. ....__.._.-.__.__.......v.. . _.. ._" ..... . I . . ......_ ...::...._. . ...-_ . _.......... .. ........_.... ..... ... . 10 AL TERNAT/VE #1. FOR FENCE POSTS L 0CATED LESS THAN 3 FEET FROM THE REAR OF THE WALL BLOCKUSE THE SLEEVE-IT FENCE POST INSTALLAT/ON SYSTEM www.fences/eeve.com 1 866-843-0500 . Q THIS-PROCEDURE INVOL VES THE-USE OF THE 'SLEEVE /T" l OST 1?/SER .AND SUPPORT STRUTS AND /S oW � � � �Q �FINSTALLED WHEN THE !?/ALL /S APPROX. 24" BELOW /75 FINISHED GRADE. ,,_ _.. __ _. __________ ___ _rv_ _ _ -_ _ ._._-_ ,... _ W ALTERNATIVE #2. 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1 +40 1+50 A. FOR GUARDRAILS/FENCES INSTALLED WHERE GEOGRID /S LESS THAN 19" FROM THE SURFACE, THE OF TPRo OSED SHOWN ALONG FACE WALL F SOIL ABOVE THE GEOGRID /S TO BE EXCAVATED AND THE GEOGR/D HAND-CUT. THE HOLE CUT /N ACE DRAWING THE GRID /S TO BE JUST LARGE ENOUGH FOR THE POST /NSTALLAT/ON. /F THE POST EXTENDS THROUGH FURTHER GRID LAYERS, /T MAY BE DRIVEN THROUGH ADDITIONAL LAYERS, PROVIDED WALL THE DRIVEN END IS TAPERED /N SOME FORM TO PROVIDE A POINT. SQUARE-EDGE POSTS SHALL NOT SE DRIVEN THROUGH GEOGRID LAYERS. DRIVING WOOD POSTS IN CLOSE PROXIMITY SCALE: 1" = 10' 70 THE REAR OF THE WALL MAY PUSH THE WALL FACE OUTWARD DUE TO DISPLACED SOIL; B. FOR GUARDRAILS/FENCES INSTALLED WHERF GEOGRID /S MORE THAN 19" FROM THE SURFACE, NOTE: "HARD" ANGLES ARE IDENTIFIED BY STATION ON THE WALL FACE DRAWING. LOCATION, RADIUS AND LAYOUT OF CURVES SHOULD BE DETERMINED BASED ON THE SITE DRAWINGS (BY OTHERS). THE POST MAY BE DRIVEN THROUGH THE GRID LAYER(S, PROVIDED THE DRIVEN END /S TAPERED IN SOME FORM TO PROVIDE A POINT. SQUARE-EDGE POSTS SHALL NOT SE DRIVEN THROUGH GEOGRID LAYERS. DRIVING WOOD POSTS IN CLOSE PROXIMITY TO THE REAR OF THE WALL MAY PUSH THE WALL FACE OUTWARD DUE TO DISPLACED SOIL; AUGE RING OF POST HOLES /S ACCEPTABLE, PROVIDED GEOGRID LAYERS WITHIN 19" OF THE SURFACE ARE HAND-CUT PR/OR TO AUGER/NG THE HOLE. IF THE POSTS ARE TO BE SLEEVED AND SET IN CONCRETE, ALL GRID LAYERS MUST BE HAND CONTACT THE WALL DESIGN ENGINEER IF STORMWATER RECHARGER IS CLOSER THAN 3 FEET FROMTHE BACK OF CUT, WITH THE CUT HOLES JUST LARGE ENOUGH TO RROVIDE ROOM FOR THE SLEEVE. USE GEOGRID OR IF DISCHARGE IS HIGHER THAN ELEVATION 17. ADDITIONAL WATER CONTROL MEASURES MAY BE REQUIRED. OF A HAND-OPERATED POST-HOLE SHOVEL TO CUT THROUGH GEOGRID IS ACCEPTABLE FOR GRID LAYERS DEEPER THAN 15" FROM THE SURFACE. THE PREFERRED MIN/MUM DISTANCE FROM THE BACK OF THE WALL TO A GUARDRAIL POST /S 2 FEET, FACE of PROPOSED UTILIZING A 6-FOOT POST DEPTH. IF THE GUARDRAIL MUST BE CLOSER E THAN 2 FEET FROM THE RE/A/Nave WALL 2 BACK OF THE WALL, S/GNIFICANTL Y DEEPER POST DEPTHS AND/OR ALTERNATIVE METHODS OF INSTALLATION 57ORM007ER MAY SE REOU/RED. RECHARGER STA 0*00 r----�EVALUATION OF THE STRUCTURAL CAPAB/L/T/ES OF ANY GUARDRAIL OR FENCE SYSTEM INSTALLED BEGIN WALL AT THIS SITE WAS NOT PART OF THIS DESIGN. 6. WHERE POSSIBLE, CATCH BASINS/MANHOLES THAT ARE PLACED IN CL OSE PROXIMITY TO THE PROPOSED RETAINING WALL SHOULD USE ECCENTRIC CONES TO HELP D/STANCE THE STRUCTURE eu[aiNc i sas —ETCH aasiN (IYPJ ��" of ass FROM THE GEOGRID AND RETAINING WALL PARK/NG RANDALL H. `F 7. WHERE ANGLES IN THE RETAINING WALL ARE SHOWN, THE CONTRACTOR MAY CHOOSE o BRAGDON - TO CONSTRUCT THE WALL USING A CURVED FACE (AS DETAILED ON SHEET 1) AS STORM DRAINS (7YP) U CIVIL " No. 35217 OPPOSED TO THE SHARP ANGLE DEPICTED IN THE PLAN VIEW DRAWING CURVES /N ( New England's f ROCKWOOD RETAINING WALLS REOU/RE LESS CUTTING OF BLOCK DURING CONSTRUCT/ON STA ofoo USE OF CURVES IN PLACE OF SHARP ANGLES MUST BE APPROVED BY THE OWNERS BEGIN WALL l S/TE REPRESENTATIVE. Gj SVE ROCKWOOD" 8. FOR PIPES WHICH OUTLET THROUGH THE RETAINING WALL, THE SPACE NEEDED TO SQUARE-OFF THE PARKING Retaining wall Designers REGAINING WALLS, INC. PIPE TO THE WALL MAY BE FILLED WITH NON-SHRINK MORTAR, BLOCKS CUT TO SIZE OR OTHER APPROVED SEALANT METHOD TO PREVENT MIGRAT/ON OF FINES THROUGH GAPS AROUND THE P/PE. o� NOTE. THIS DRAWING WAS PREPARED FOR USE WITH ROCKWOOD (TM) 'CLASS/C 8" A GRANITE OR CONCRETE LINTEL /S AN APPROVED METHOD OF S;VANN/NG THE P/PE FOR SUPPORT OF RETAINING WALL SYSTEMSS, THE WALL ABOVE. 9. ANY UTILITY LINE HAVING A DIAMETER ,GREATER THAN 4 AND PASSING UNDER A RETAINING WALL FACE G WALLPROP I S O T J H E!� A N VA T T E V ENGINEERING, N G T N E E D I N G' INC . C MUST HAVE A MINIMUM CLEARANCE OF 24 BETWEEN THE WALL BASE COURSE AND THE CROWN OF CIVIL tENG/NEERV/rNLGilCVONSULtTlALNTLS i 1 V 11 V �'S/TLE10,E1S1/GN SPE1C/A1LV/STS N THE UTIL/7Y LINE. WHERE THIS MINIMUM CLEARANCE CANNOT BE ACHIEVED, A GRANITE OR CONCRETE HEADER SHALL SE INSTALLED OVER THE P/PE. THIS HEADER SHALL EXTEND AT LEAST 24" BEYOND BOTH 434 LEAR HILL ROAD NEWPORT(UNITY), NEW HAMPSHIRE 03773 S/DES OF THE P/PE, RUNNING ALONG THE WALL BASE. THE HEADER SHALL SE AT LEAST 12" DEEP (TO MATCH THE WALL DEPTH) AND BE CENTERED BENEATH THE WALL BASE. THE HEADER SHALL BE TEL: (603) 863-5454 FAX: (603) 863-3629 AT LEAST 8 /N HEIGHT. Est. 1990 Available On The Web At www.SVE-ngineering.com O 10. THE LOCATIONS, 5/2ES AND HEADWALL CONFIGURATIONS OF ANY P/PE/CULVERT SHOWN ON THESE VICINITY SKETCH CLIENT: WILLIAM SIMPSON COMPANY, INC. WERE TAKEN FROM /NFORMAT/ON SUPPLIED SY OTHERS THE CONTRACTOR SHALL REFER 107 EASTMAN STREET, SOUTH EASTON, MASSACHUSETTS 02375 TO DRAWINGS PREPARED SY THE SITE DESIGN ENGINEER FOR SPECIFIC SIZE, LOCAT/ON AND (NOT TO SCALE) PROJECT: PROPOSED RETAINING WALLS INFORMAT/ON OF ALL SITE UTIL/T/ES. SEE CONSTRUCTION DRAWINGS BY OTHERS 372 NORTH STREET, HYANNIS, MASSACHUSE7TS SHEET TITLE: RETAINING WALL DESIGN SHEET 1 l� DATE: SCALE: PROJECT No.: JUL Y 28, 2006 AS SHOWN 06-342 r a A, 4 } t 1 GtNIF , u n >Town of Barnstable U0971316 1 1 N/? of Barnstobie I , 12097,316 LOCATION MAP 1 1 ` 1 Office Build ng 1 = 2,000f 1 WF-2 *58f Dy cg/ M 1 #34° ASSESSORS REF.: Edge of Bordering Vegitated Wetland f d 1 N,F Map 308, Parcel 008 6'f 88.26' $&N Mary A Perry Flagged by Homlyn Consulting (12199) 44.99' W i i i i set 39.98 $&,q 1 s/1123 NSF i i i i i v i i i i w i i 3e Ni81.4, ' rr Beni 1, A Pert i i 725 W 84.81 1767,24]' y OVERLAY DISTRICT. (J/ S&N i i i .rY i i s+et Edge of Pavement I Q �•` Pro 89.t5 AP — Aquifer Protection District �it 1 �T PK Naif Shown � D R0�°l H'or i i i W i i i i i i i 22 77•i .,/'y W i i Y W i'."'�+�....��+...,.�• As .Jh o wn on Plan Entitled • DO (� II k L. i i i W i i i i i i i i i i V —^"+•7 "'�"•7•+�. •, Bales A� �S.Q i W i i W W i * i i i V W W i W •Y i i W `b i V i ' •J` ' - ' I W�S d flay !Y i• i i i i W W i i i i .Y i i i i i W i W W v W i W .t i ©�© ©' �..•� "Revised Groundwater Protection Fencing i i i i i W i W W i i i i i i i i i i C'C ••' �st Pavement ,area Overlay Districts — April, 1993 Iy, O i •Y i i W •Y ♦ i i v i i ig "ii To RBMa1n ICU � FLOOD ZONE:\ N AL Edge of Pond El=13.2' \ i i i i i i i \\ �� ; . 9 spaces � i o` Zone B & C (see plan) i Approximate MSL (By GIS) ,tV�\ i i i •4 i Community Panel No. *AMi i ` i.:► " #250001 0006 D ro Re�ai>t PrODOSec i i i Natural i i :: July 2, 1992 9-600S I sub., i i i i . 5 spaces .�,�, or372 SiTEAREAS: StorY ••' North Street, Hyannis, MA . .Wit.. �� Y• i V• � �•� � � U � i w t t �. i '�� ,� 444111 v DESCRIPTION PROVIDED • N JAL - i y �, i ' i i w Lot Area total. 47,758 SF 1 i i 50.o Building i i i Buildin Area foot rinf 4,800 SF 1 i i u i ld l I ° �-'3 E===3 Y i i W i i A11 Pavement Areas 15,386 SF i i i i © i i YBiR6 i /Vi i i i idewalk area 381 SF 1 i With y °� �, w i FNd i i —Site Landscape 9,686 SF } i 6 Suite . .� f LI i i i i i i i i 1 ���j� i i i i i i ff—Site Landscape 4 640 SF ` +w- i 'Y i�' •`� W W ' i i i i W i i i atural Area 17,505 SF of Area (upland) 44 788 SF i 3 spaces i i i i w i of Area. Wetland 2 970 SF iAL W°* 66.63� M Sign i i i 7i�y1� w.I. •.•�i�..!,•�y��•• 1 ,r:j. �•.•'t!�S W W i�rY ,� ZONING DISTRICT. ��{�� i W W i "fT i •i •'l• j,•�.•1�•}••t.�•Ip••�r .M,. S, • i i W i ' •/- i i i W i• i• i •��• t��� • 6 0 "0-1" OFFICE DISTRICT ZOO•r AL i i ®iiii ii ii �/ Aw\ i i i i i hm) 9.0' i `L: ��\ i O�� DESCRIPTION REQUIRED PROVIDED i i i i \ T Re (tip) i . 7a 71. �0�0` Lot Area min. 20 000 SF 47,758 SF �r,.rc� i i i i i O �^�O V -`•4 � W i i i i / G { AO \ Natural i i i i \ i i •..1. i i i i '' `i i i� i i Frontage (min) 125 LF 298 LF spaces y•• i ' ��` i i i i i . Lot Width (min) --- 231.7 LF Setbacks. r O Front Yard 25 LF 78.7 LF Side Yard 10 LF 22.8 LF Rear` Yard 20 LF 66.6 LF 6 spaces \\ i i i i i iii �� ;/ �� Bldg. Heigh t max 30 Ft.* < 30 Ft. AL O ; loon Area Ratio (FAR) 0.40 0.20 CL �pn�`� i i'" i1[yI` r• !{/!!'1' ,•• Y'y,'�' �� �(.� ;/ _ OR 2-1/2 STORIES WFACHEM IS LESSER 1 �p a `Y i ` i i ✓ Jtx'� I Flood Zone Line From FIRM Map \ © ` LANDSCAPE REQUIREMENTS: Sad i i i © W i ; 298 LF/ 30 LF = 9.9 STREET TREES, ie 10 TREES Community—Panel Number •, AL .�\\ i i i ,, i• � i �+ i � 38 SPACES / 8 SPACES = 4.75 TREES, ie 5 TREES 1 1p• \ i i �, r 15,292 sf X 107. = 1,529 SF. INTERIOR LANDSCAPE FRONT YARD LANSCAPE BUFFER = 10 FT N/F ` SiDE YARD LANSCAPE BUFFER = 5 FT 7+ �, i i anus► Ginsberg, Trs. o Remain a i i i i 7J97,19 REAR YARD LANDSCAPE BUFFER = 5 FT 9990� Natural i i i CB/DN Ind o ON—SITE LANDSCAPE PROVIDED = 9,686 SF 1 N66�8 1ih i iiii ,Q\oc OFF—SITE LANDSCAPE PROVIDED = 4,640 SF 19 PARKING REQUIREMENTS: CS/DH i i i i i i i i i %/ 9,600 SQ. FT. 300 SQ. FT. — 32 SPA CES i i i i i ; 6 SUITES x 1 SPACE PER SUITE = 6 SPACES -10 TOTAL SPACES REQUIRED: 38 SPACES TOTAL SPACES PROVIDED: 38 SPACES 13 \ i i °�i HANDICAP SPACES PROVIDED: 2 SPACES i W i PARKING SPACE (TYP): 9'x2O' COAC. !vest i _ _ _. ISLE WIDTH (TYP): 24' i i r �` _ ENTRANCE/EXIT WIDTH (TYP): 24' RADIUS: 30' MIN -; FIr.�9 i i 0• r Catch tits as si i i i i Basin OF i9, i W i Ole Lot 6 '• 1 Story Basincatch 0` �9 AC Units #396 ;: 0 a d REVISION: 610712006 Show existing pavement' & modify Parking areas GENERAL NOTES. PREPARED FOR: PREPARED BY TITLE. g CapeSury ParkinglLandscape 1.) The property line information shown was Qett'S Pond Buildin Trust, ine. Sullivan Engineering,-Inc. Plan � For compiled from available record information. 7 industrial Park Road PO Box 659 7 Parker Road Osterville, MA 02655 Osterville MA 02655 .2.) The topographic information was obtained Medway MA 02053 rnprovementS At 372 North from an on the ground survey performed on (508)428-3344 (508)428-3115 fax (508) 420-3994 (508)•, 420=3995.fax 161NOV/04• PSOPEOcol.corn capesurvi _00 cod net ,street Barnstable (Hyannis),, Mass 3.) The datum is apprpxirrtafe �lJean Sea Level Draft: JOD Field: based on the. Town of Barnstdtile GIs map. 20 0 10 20 40 80 WHK/RRL Comp.: JOD Camp.: RRL/WHK DATE: SCALE: Review: Drawing # November �8 2QD4 l ,r`20, GENERAL NOTES: NOTE: IMPERVIOUS CAN BE ELIMINATED 1. STRIP ALL VEGETATION, ORGANIC SOILS AND UNSUITABLE FILL SOILS FROM THE WALL AND GRID ALIGNMENT AREA. WHERE PAVEMENT EXTENDS TO REAR OF WALL 2. BENCH CUT ALL EXCAVATED SLOPES. DO NOT CONSTRUCT SWALE BEHIND THE WALL 12" AS PART OF THE FINISHED WALL 3. DO NOT OVER EXCAVATE UNLESS DIRECTED TO DO SO BY THE OWNER'S SITE REPRESENTATIVE IN ORDER ADHERE CAP UNIT TO REMOVE UNSUITABLE SOIL. TO TOP UNIT 4. THE OWNER'S SITE REPRESENTATIVE SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT W/ CONCRETE ADHESIVE I �'=� PER THE DESIGN STANDARDS AND PARAMETERS. 5. LEVELING PAD SHALL CONSIST OF COMPACTED, STRUCTURAL-GRADE SAND & GRAVEL (OR 3/4" CRUSHED STONE), 18" 12" IMPERVIOUS FILL MINIMUM 6" DEPTH. AN OPTION IS TO PLACE A THIN PAD (MAX. 3" THICK) OF LEAN CONCRETE, UNREINFORCED, 1 " SETBACK PER COURSE MIN. 12 THICK TO USE AS A BASE LEVELING PAD. (7.13 deg. CANT) 6. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE AS INDICATED ON THE WALL FACE DRAWING: GEOSYNTHETIC RETAINED BACKFILL °" ' • •: ...t� REINFORCEMENT OR EXISTING EARTH 7. FOLLOW. APPLICABLE PROVISIONS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND • ' ' '. r: (SEE SITE SPECIFIC WRITTEN SPECIFICATIONS ESPECIALLY WITH REGARDS TO LEVELING OF BLOCKS AND BASE. ' 899 NOTE BELOW) - :• s.... ;••:. 8. DRAINAGE FILL 12 THICK SHALL BE INSTALLED BEHIND THE WALL. THIS MATERIAL SHALL BE CLEAN 3/4 CRUSHED STONE. s•' 3;j T :i.::; ,: •:: '.' DRAINAGE FILL ROCKWOOD "CLASSIC" 8" ;:��� (SEE NOTE #8) APPROX. 9. WHERE PERFORATED HDPE DRAINS ARE USED, PROVIDE OUTLETS AT THE ENDS OF THE WALL AND AT 42' INTERVALS, MODULAR CONCRETE EXCAVATION OR TIE TO A CLOSED DRAINAGE SYSTEM. (ALTERNATE OUTLET METHODS MAY BE APPROVED BY THE DESIGN ENGINEER.) FACING UNITS 10. BACKFILL AND COMPACT THE FILL MATERIAL BEHIND THE WALL AS THE WALL IS INSTALLED. (VOIDS AROUND BLOCKS TYPICAL UNIT TO BE FILLED WITH �� 11. COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED. THE MINIMUM NUMBER 3/8" - 3/4" STONE AT OF TESTS SHALL BE DETERMINED BY THE OWNER'S SITE REPRESENTATIVE. UNIT DIMENSIONS EACH COURSE PLACEMENT) 12. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY (92% MODIFIED, ASTM D-1557) OF THE FILL MATERIAL. (NOT TO SCALE) REINFORCED FILL, COMPACTED TO 95% STANDARD (92% MODIFIED) PROCTOR DENSITY 13. PULL GEOGRID TIGHT PRIOR TO BACKFILLING. SEE SPECIFICATIONS, THIS SHEET GENERAL NOTES FOR CAPPING: ( ) 14. PROVIDE LATERAL DRAINAGE SWALES TO DIRECT FLOWS AROUND THE ENDS OF THE WALL AND AWAY FROM THE WALL DURING 1. CAPS SHALL BE PLACED AS REQUIRED BY CONTRACT.CONSTRUCTION. DO NOT CONSTRUCT SWALE BEHIND WALLS AS PART OF FINISHED CONSTRUCTION. GRADE TO ALLOW WATER \ PERF. HDPE PIPE BY HANCOR (OR EQUAL), TO FLOW OVER WALL FACE (OR TO A POINT MORE THAN 10 FEET BEYOND THE LONGEST GEOGRID LENGTH). 2. ICAPS SHALL BE ADHERED TO WALL USING CONCRETE ADHESIVE. ` MIN. 4" DIA., OUTLET AT END OF WALL & 3. WHEN CUTTING CAP UNIT FOR WALL END, DO NOT USE A CAP SECTION LESS THAN 6" WIDE. 7 /I\ 40' INTERVALS OR TIE TO DRAINAGE SYSTEM 15. TURF, OR SOME ACCEPTABLE FORM OF SOIL EROSION PROTECTION, SHOULD BE ESTABLISHED AT THE 4. ;CAPS MAY BE PLACED FLUSH OR WITH A 1/2" TO 3/4" OVERHANG ON TOP OF WALL. MIN. SLOPE, 1/8"/FT. TOP OF THE WALL (WHERE REQUIRED) BY THE LANDSCAPE CONTRACTOR AS SOON AS THE WALL FILTER FABRIC WRAP ENCLOSING 3/8" - 3/4" STONE, IS COMPLETED. IMPERVIOUS FILL 6" MIN. AROUND PIPE (MIRAFI 140N OR EQUAL) 16. FINAL WALL ALIGNMENT SHALL BE LOCATED IN THE FIELD BY THE OWNER'S SITE REPRESENTATIVE. LEVELING PAD, 3/4" CRUSHED STONE OR STRUCTURAL-GRADE SAND & GRAVEL, 6" MIN. DEPTH, 24" MIN. WIDTH, REQUIRED SOIL BEARING CAPACITY GREATER THAN 17. SEE NOTE 5, SHEET 2 OF THIS SET FOR GUARDRAIL/FENCE POST INSTALLATION GUIDELINES. OR EQUAL T0: WALL.. #1 = 1600 psf WALL. #2 _ 1400 psf 18. WHERE CATCH BASINS ARE PLACED IN CLOSE PROXIMITY TO THE WALL, THE CONTRACTOR SHOULD CONSIDER THE USE OF ECCENTRIC CONES IN ORDER TO MINIMIZE THE POSSIBLE IMPACT ON THE GEOGRID LAYERS IN THE WALL. GRID OVERLAP AT CORNERS.• AT OUTSIDE CORNERS WHERE GRID WILL OVERLAP, THE INSTALLER SHALL PLACE 2"-3" OF FILL MATERIAL 9E7141fEN THE LAYERS OF OVERLAPPING GEOGRID. TYPICAL SECTION-REINFORCED 19. RECOMMENDED COMPACTION EQUIPMENT WITHIN 15 FEET OF THE BACK OF THE WALL IS AS FOLLOWS: GRID-ON-GRID CONTACT SHALL BE MINIMIZED. MAX. SIZE PARTICLES 9f TWEEN THE GRID (TYPICAL DETAIL ONLY - SEE WALL FACE DRAWINGS 0 - 4 FEET HAND TAMP OR VIBRATORY PLATE COMPACTOR SHALL BE 2 . 4 - 15 FEET NOTHING LARGER THAN TWO-DRUM, WALK-BEHIND VIBRATORY ROLLER FO R GRID PLACEMENT ELEVATIONS AND LENGTHS) (LARGER ROLLERS CAN BE USED STATICALLY, PROVIDED LIFT SIZE: DOES NOT COMPROMISE ACHIEVEMENT OF NECESSARY COMPACTION RATES.) ROCKWOOD MODULAR CONCRETE UNIT RETAINING WALL SCALE: NONE 20. THESE WALLS HAVE BEEN DESIGNED WITH CONSIDERATION OF SEISMIC LOADINGS IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE. COMPACTION NOTE: WHERE THE RETAINING WALL PASSES OVER ANY UTILITY LINES, COMPACTION OF THE SOIL WITHIN THE UTILITY TRENCH IS CRITICAL IN ORDER TO SITE SPECIFIC NOTE: THE WALL HEIGHTS AT THIS SITE VARY PREVENT SETTLEMENT OF THE WALL. COMPACTION OF ALL FILL MATERIAL IN AND ARE SHOWN ON THE WALL FACE DRAWINGS ON SHEET UTILITY TRENCHES WHICH PASS UNDER THIS RETAINING WALL MUST BE AT LEAST 2 OF 2. THE GEOGRID SHALL BE STRATAGRID PRODUCTS 95% OF THE MAXIMUM DENSITY OF THE FILL MATERIAL. AS DETAILED ON THE WALL FACE DETAIL DRAWINGS. THE CUT LENGTHS OF THE GEOGRID LAYERS, AND THE IF CONDITIONS ARE DIFFERENT THAN THOSE STATED IN THESE DRAWINGS AND SPECIFICATIONS, THE PLACEMENT ELEVATIONS OF THE GEOGRID LAYERS ARE CONTRACTOR MUST CONTACT THE DESIGN (ENGINEER PRIOR TO PROCEEDING WITH THE CONSTRUCTION SHOWN ON THE WA11 FACE- DETAIL DRAWINGS. OF THE WALL. THE GEOGRID SHALL PROVIDE 100% COVERAGE. THE CONTRACTOR SHOULD CONTACT THE DESIGN ENGINEER MIN. 4" PERF. PIPE ► WITH ANY QUESTIONS. i e EVEN COURSES ODD COURSES REINFORCED BACKFILL --I I--6" 8 x 16 GENERAL REQUIREMENTS IMPERVIOUS MATERIAL CORNER SIEVE SIZE % PASSING GENERAL REQUIREMENTS OPEN JOINT 6" 0,XUNIT AT 42 FT. CENTERS, 3" 100% SIEVE SIZE % PASSING (BLOCK MAY 8 x 16 i�5 2" 50-85% 31, 100% BE SPLIT) CORNER 4 40-75% 4 80-100% UNIT I 0 8-28% 40 50-90% #200 0-10% 100 40-80% DRAIN DETAIL - TYPICAL ALTERNATE CORNER UNITS TO STAGGER BOND #200 30-80% CORNER UNITS MAY BE PREMANUFACTURED NOTE: THE DESIGN ENGINEER MUST BE MADE WALLS OVER 4' OR CUT FROM STANDARD UNITS ON-SITE AWARE WHENEVER THE PERCENT PASSING THE 8" OF TOPSOIL IS AN ACCEPTABLE ALTERNATE (NOT TO SCALE) #200 SIEVE EXCEEDS 10%. GROUNDWATER FOR IMPERVIOUS FILL ALONG THE TOP OF THE OUTSIDE 90' CORNER DETAIL CONTROL METHODS MAY BE REQUIRED. WALL. (NOT TO SCALE) THE PREFERED ALTERNATIVE IS TO 'MOVE THE POSTS/RAILS TO A DISTANCE BEHIND THE WALL WHICH IS BEYOND THE GEOGRID LENGTH) DETAILS AND CALCULATIONS USED FOR THIS WALL DESIGN ARE INTERCHANGEABLE WITH, USE OF THE ROCKWOOD CLASSIC 8" BEVELED BLOCK UNITS FENCE POST DESIGN ASSUMPTIONS OR HANDRAIL POST SOIL SOIL UNIT WEIGHT N OF Mgss REINFORCED SELECT FILL 125 32 MINIMUM FACTORS OF SAFETY w MINIMUM GUARDRAIL POST i a P gcyG RETAINED EARTH 120 31 z o DEPTHS VS. DISTANCE FROM WALL RANDALL B -OVERTURNING 2.0 _ 0° w o RAGDON FOUNDATION SOIL 120 31 (UNLESS USING SLEEVE-IT PRODUCTS) U CIVIL '" F=SLIDING 1 .5 a � w New England's No. 217 GEOGRID PULLOUT 1.5 I w g w o DISTANCE (FT.) POST DEPTH (FT.) APPLIED SURCHARGE LOADING = 250 psf I BEARING CAPACITY 2.0 Q SEISMIC ACCELERATION = 0.12 Q U w = � 2 6 � ROCKWOOD' MAX. SLOPE BEHIND WALL = FLAT n- � SVE 11 -11 1 O U 4 3 j Retaining Wall Designers RETAINING WALLS INC. °- NOTE THIS DRAWING WAS PREPARED FOR USE WITH ROCKW000 ('TM) 'CLASSIC 8- RETAINING WALL SYSTEMS. CONCRETE BASE USE CONCRETE TUBE FoRivl SO VALLEY UHEGAN ENGINEERING, INC . NOTE: WINGS MAY B E REMOVED FOR CIVIL ENGINEERING CONSULTANTS SITE DESIGN SPECIALISTS TIGHTER RADIUS CORNERS S POST DETAIL 1 434 LEAR HILL ROAD NEWPORT(UNITY), NEW HAMPSHIRE 03773 TYPICAL HANDRAIL, FENCE OR GUARDRAIL POST TEL: (603) 863-5454 FAX: (603) 863-3629 (WHERE REQUIRED) Est. 1990 A milable On The Web At www.SVEngineering.com (NOT TO SCALE) CLIENT: WILLIAM SIMPSON COMPANY, INC. NOTE: FORCING SQUARE-EDGED POSTS THROUGH GEOGRID 107 EASTMAN STREET, SOUTH EASTON, MASSACHUSETTS 02375 CURVE DETAIL LAYERS MAY JEOPARDIZE THE INTEGRITY OF THE WALL SYSTEM. PROJECT: PROPOSED RETAINING WALLS SEE NOTE 5, SHEET 2 OF THIS SET, FOR POST INSTALLATION TYPICAL CURVES GUIDELINES. 372 NORTH STREET, BARNSTABLE, MASSACHUSETTS (NOT TO SCALE) SHEET TITLE: RETAINING WALL DESIGN SHEET 1 l� DATE: SCALE: PROJECT No.: JUL Y 28, 2006 AS SHOWN 06-342 • a e t ca NIFYv • Town of Barnstable `5zs ; G� 12097/316t T N/F I �I own of Barnstable Proposed Septic System L / LOCATION MAP 12097/3f� See 4 of 4 C r Details 2 Story W/F g 0 Office Building 1 = 2,I I ! 000f' I ' -I / B/DH j I I { { { r \ �' o\ (n #349 / HI I { An p j ASSESSORS REF.. Will { { cefhd { l ! / o m '� Mi4s aPer,y. \n 1123 N/F Map 308, Parcel 008 Edge of Bordering Vegitated Wetland g6 i { { ss 2s' 1 / S&N > Banlomin q per, Flagged by Homlyn Consulting (121.1 ( I 1 j 44.991 1 / se# 1*= 3 98 Ssef , 1 �81 7 \ /1\\17671247 N I � { ,, ► I PrpAo /Y ' '� 84.81 S&N Ede of Pavement OVERLAY DISTRICT: I Doublework Li ` J / LP4 Elo�trto � 12 1 .11 set g '� , / o I { II 1 18a1 / aked Bad!t J J / J ( i �,.. I Tronpo ar P x how6915 PK Noi\\ AP — Aquifer Protection District 1 1 1 11tFoncl�g J J / I �I f ` E� 24.51 1 row \ As Shown on Plan Entitled FD-3 a 21.0 "Revised Groundwater Protection { 1 Overlay Districts" - April, 1993 f J J 60.0' � I I 1 ( $— — 1 Bit Pavement Arco \ I ` p 1 I To Remain \ l I \ `'\ ` i o J { �� / ,. I I { i { Q o ,� r� A FLOOD ZONE: Edge of Pond EI=13.2' Ik I I \\ \ \ { �\ �1\ ry \ 1 -_� j j w ` o I Zone B & C (see plan) Approximate MSL (By GIS) I i I � \\ TO A�.Q r , 1 / Community Panel No. }Na math I / \ oSCk \ { { 1 j I / / #250001 0006 D 60 S �, �.. 'i { { { { July 2, 1992 - . 1 I 1 i { ` Sea Drainage 1 ,' SITE AREAS. i '� { { !I I , Elevatlona on '�� + d , StWy Y 1I Sheet 4 of 4\ -k if t I { 1 372 North Street, Hyannis, MA I 1 \ 8 - j{ { 1{ -t standard \ DESCRIPTION PROVIDED ' j O 1 , I { Electric 47,758 SF , l Lot Area total. l ' ( { i 50¢• ���1�g' I \ 1 O 1 1 { { I 7 �.! 1 Buildin Area foot rinf 4,800 SF 1 � i j t r I / }� c\ rl j \ o� / // 11 All Pavement Areas 15,386 SF j With ►J It� �;�+ { i l r l 1 ablep at Coed �� nil l t Sidewalk area 381 SF \• J J j j J / \ � Ir I / ! / { To / Err n-Site Landscape 9,686 SF / 2 \ 1 ff--Site Landscape 4,640 SF 1�I�L I I�� / 1 1 ` \ r/ I / / -2 / atural Area 17.505 SF l { �I ( J I J \ ;°i / % '� ' N I ! / \1 of Area u land 44,788 SF l �5.0• \ \ // / I / 1 of Area Wetland 2 970 SF 66.s/ / ! / / O �,; � � '�''}' • :'� : .:.'i,: / / / , , ZONING DISTRICT. Vv / "0 1" OFFICE DISTRICT Nle• ' I \ row / / ,. .` / / / / F 1 :: �O ��� i✓ DESCRIPTION REQUIRED PROVIDED � - \1 \ \\ l /' \ \� �� ZA5 /� i 1. / / • Lot Area min. 20 000 SF 47,758 SF 1 \ �. Fronts e min 125 LF 298 LF Lot Width min --- v✓ Setbacks: / �mcFe �, Fron t Yard 25 LF' 78.7 LF J Side Yard 10 LF 22.8 LF ,� \V Rear Yard 20 LF 66.6 LF 1y ,. / � V Bldg. Heigh t max 30 Ft.* < 30 Ft. Floor Area Ratio (FAR) 0.40 0.20 1 �ltc r �on a o // 1 yhry or �O� �`�°� i QL oR 2-1/2 STORIES wNaxH�R is LESSER -7 To R m \ / / h'�j vJ` I l Natur at° Tow \ \ 1\p� Flood Zone Line From FiRM Map t a' 24.5 \ Tow Community—Panel Number I , ,yam / \ � l T I � o . / o '�ec ` —B t� ! cr\ 24.0 N / \ � Manuel Qn berg, Trs. 7397/19 / CB/DH 'N' / \ _ fnd \ ti 0 see ainage O`\�e \ Ei Clans on at 4 of 4 �p NZI everte. 77� catch i Basin OF / Lot 6 1 Story / — Bislc-8rxildi / Catch � � AC UnitsO #396 / REVISION: 610712006 Show existing pavement & modify parking areas GENERAL. NOTES: PREPARED FOR. PREPARED BY.' TITLE. 1.) The property Jine information shown was Bett's Pond BuildingTrust, Inc. . Sullivan Engineering, Inc. CapeSurv - GradinglDrainagelSepticJ r r information. . Plan for compiled from avai able recordPO Box 659 7 Parker Road . 7 Industrial Park Road Osferville, MA 02655 OsfervitJe MA 02655 lmprovwnments02.) The topographic information was obtained Medway MA 02053 at 372 North from an on the ground survey performed on (508)428-3344 (508)428-3115 fax (508) 420-3994 (508) 420-3995 fax ^ PSut1PEG�boLcom capesurv�apecod.net SLIeef Barnstable (Hyannis), y 16/NOV/04. 3. The datum is approximate Mean Sea Level Draft: JOD � ~ PA Field. WHK RRL based on the Town of Barnstable CIS map. I 0 10 20 40 80 / Comp.:JOD Comp.: tin RRL/WHK DATE: SCALE. Review:pS Drawing # November 181 2004 1 - 201