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0081 ANGELA WAY (2)
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S ,. r `f1. i 5': a! 1 1 U=:,. l `d }, ,r J,'s .�'` �. l / `f 1 l '1 Q ♦I C j , I'"( o , W y f N l h l i . + 1�, 1 ,ri:,; 4 fl ..i,'1 q l?:� t ; �, r S '�l P.+ , k� 1 4. 4 11,t I., t - ,; ,r ., sr -;. I. i ,.:r,,•,:,y�,:�....,,..,:..., M-?..t,> ...,.+wew,o,wa,ix- ,.a„�.... „,� r, -.+o t'' "-" , L�.",,-,- � r. '7'�''-t &",, -0,, � � �. o xf�,, b <, ',� ,, S�3��9 � �� � � �.��y . �"�� -�.� �— �°'� �% - � ��a �' � �' �-�--� ,, �- Town of Barnstable Building s Post This Card So That it is Visiblep From the Street-Approved Plans Must be"Retained on Job and this'Card Must be Kept ! rwuaysra�s e �. __ _.. XAS& Posted Until Final Inspection:Has Been Made. Permit b {Where a Certificate of Occupancy is.Required,such Building shall Not be Occupied�untd a Final.lnspection:has_ been made'., Permit No. B-19-156 Applicant Name: Andrew Parris Approvals Date Issued: 03/25/2019 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 09/25/2019 Foundation: Commercial p 018- 1 Zoning District: SPLIT Sheathing: • Ma /Lot: 253- 00_ m - Location: 1513 IYANNOUGH ROAD/RTE132,CENTERVILLE i Contractor Name: k ANDREW R PARRiS Framing: 1 Owner on Record: 1513 IYANNOUGH LLC 3 Contractor'µ License-, CS-097120 Address: 1436 IYANNOUGH RD Est. Project Cost: $35,000.00 J Chimney: HYANNIS, MA 02601 �, ' Permit Fee: $418.50 Description: Selective Demolition of interior finishes. Building permit to be filed Insulation: i Fee Paid-:' $418.50 under`separate application Date .e 3/25/2019- Final: Project Review Req: FIRE PROTECTION PLAN APPROVED BYTIRE DEPARTM' NT TO BE SUBMITTED BEFORE START OF WORK. Plumbing/Gas "` •,, RoughPlumbs•ng: ..,,Bu Official .��,,�.,._.. .. ilding m Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved applcation and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. ; r'k, Electrical The Certificate of Occupancy will not be issued until all applicable signatures'by the Building and'Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection i' _ Rough: ' 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. .Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Ow 4Z,r+aE ' '�Iy►l�itr SEAT Application number ..... . ....12..-•aa Date Issued. • :� .................. - 1 Building Inspectors Initials.... .. ...................... JUL 1 j � . I ..... �M p/ arce 9 . , 5 HVS a P 4BLF TOWN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDO W S/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: NLWER StktET VILLAGE qj Owner's Name: lJ��3 L ,� v L I- PhoneNumber 9� �' J Email Address: _ ell Phone Number 5 Project cost$ 9.500- C/ O Check one Residential Commercial OWNER'S AUTHORIZATION ►�"'���"` As owner of the.above property I hereby authorize f , to make application for building permit in accordance with 780 CMR Owner Signature: C''^bev- Date: ul� TYPE OF WORK Siding a Windows(no header change)# F-1 Insulation/Weatherization © Doors (no header change)# Commercial Doors require an inspector's review 'Roof(not applying more than l layer of shingles) Construction Debris will be going to CONTRACTOR'S INFORMATION Contractor's name IF E&Vvk Home Improvement Contractors Registration(if applicable)# 3 ��' (attach copy) Construction Supervisor's License# ® 0 (attach copy) Email of Contractor GA "OVER .(Phone number S to/ 3 ALL PROPERTIES THAT HAVE STRUCT YEARS OLD OR IF THE SUBJECT PROPERTY IS IN. .-----A I A I , lerno►.- nnnvnveI RFCnRF A PERMIT CAN BE ISSUED. .w r � APPLICATION NUMBER............................................................ *For Tents Only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s)of each tent If food is being served at your event please obtain a Health Department approval between the hours of 8:00am--9.30 am or 3:30 pm-4.30pm. Commercial events may require Fire Department approval, *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side ' right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT'S SIGNATURE Signature Date All perm it applications are subject to a building official's approval prior to issuance. t f 7_a fCommonwealth of Massachusetts i Division of Professional Licensure Board of Building Regulations and Standards Constr, "uEtiori Supervisor � CS-104107 I Empires 08/25/2019- _1 CARLOS H FIGUEIROia 20 CAPTAIN NOYES SOUTH YARMO.Q,7 fVtA !'1 '. . Commissioner cj— Construction Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. r Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license Call(617)727-3200 or visit ww►v.mass.gov/dpl GO 1vmmo�ncue-�g�C� ai�irc�uw Cice of C•nsumer Ai fairs&Business Reg;s%? Y,OPtE 1fl9PR!�/E�+ cAIT CONTRACT"� ir., a TYPE:Corporation — shgio—n Exniraticn 01/07/2019 C FREMCtDELl� pi Carlos gtieiroa�� a 20 Captain Noye �F� �. S.-Yarmout,PAA`.'3?60A- f Regisfratian valid.for i te before the expiration.dadivid>.iji use omy <' 31fice of ` s35;9t1, Co nafte i0 It 6iind return to:asi Bus. Pfa B 57 ness Rcg Uiaiier . ` 114A 0211$ _ 1 • J it , The Commonwealth of Massachusetts Qx Department of IndustrialAccidents Office of Investigations 600 Washington'Street Boston,HA 02111 www.mass.gov/dia ers Workers' Compensation Insurance Affidavit.Build Please Print Legibly Applicant Information t Name(Business/organizafion/Individual): Address: City/State/Zip: t�L- Phone#:Are,you an employerthe appropriate box: F6. e of project(required): 4. I am a general contractor and I New construction 1.❑ I am a employer with have hired the sub-contractorsemployees(full and/or part-time).* Remodeling listed on the attached sheek - ❑2.[9 I am a sole proprietor or partner- These subcontractors have ]Demolition ship and have no employees employees and have workers' Building addition wonting for me in any capacity. comp.insurance.t o workers'comp.i0e 10.❑Electrical repairs or additions [I`I 5. El We are a corporation and its required.] officers have exercised their 11.[]Plumbing repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 12.[]Roof repairs myself[No workers'comp. c.152,§1(4),and we have no 13.❑Other insurance required.]t employees.[No workers' comp,insurance required] *Airy applicant that obech box#1 must also fill out the section below sbowing their workers'compensation polies'information g such t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new a5davit indicatin eo tCont�actors that check this box must attached an additional sheet sbowing the name of the suo i ontr�a and state wbether or not those entities have they mast provide their workers'comp.p r-Y employees. If the sub contndors have employees, and'ob site I am an employer that is providing workers'comp ensation insurance for my employees. Below is the policy 1 information. Insurance Company Name: Expiration Date: Policy#or Self-ins.Lic.#: City/State/ZiP: Job Site Address: ob Site a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). e as ed under Section 25A of MGL c.152 can lead to the imposition of crim nd penalties of a Failure to secure coverag a as well as civil penalties in the form of a STOP WORK ORDER and a fine fine up to$1,500.00 and/or one-year imprisonment, p f my be forwarded to the Office of this state of up to$250.00 a day against the violator. Be advised that a copy Investigations of the DIA for insurance coverage verification. d that the information provided above is true and correct I:hereby certify uthepains and penalties ofPefi�Y f Date:Sattre: Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: PermitfLicense# Issuing Authority(circle one): ector 5.Plumbing Inspector 1.Board of Health 2.Building Department 3.City/Town Clerk 4.EIectrical Insp 6.Other Phone#: Contact Person: 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 k 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 apa lments 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 budding appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or 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()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 checking 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 re q�ed to '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 Department of Industrial Accidents. Should you have an questions Y Y qn 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 i 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. 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 drat has been officially stamped or marked by the city or town may be provided,to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new 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 bum 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 Commo awWth of Massachusetts r Department of Industrial Accidents fie of Invesl3gat-iow 600 Washangtan Street Bostoa,ETA 0-2111 Td.#617 ` 27-4400 ext 406 or 1477-M SSAFE Revised 4-24-07 Fax#61 727-7749 www.mass,gov/dia -�` TOWN OF BARNSTABLE TEMPORARY CERTIFICATE OF OCCUPANCY PARCEL ID 253 018 001 GEOBASE ID 39206 ADDRESS 1513 IYANNOUGH ROAD/ROUTE PHONE (508)775-1442 CENTERVILLE ZIP - LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 24663 DESCRIPTION TEMPORARY CERTIFICATE OF OCCUPANCY PERMIT TYPE BTC00 TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 Ox CONSTRUCTION COSTS $.00 * BARNSTABM MASS. OWNER NOVICK, RICHARD TR 039. A�� ADDRESS KELLER JOSEPH P TR FD M1`►� 794 PUTNAM AVE BUILD V N COTUIT MA BY DATE ISSUED 07/29/1997 EXPIRATION DATE .` TOWN OF BARiTABLE BUILDING PERMIT PARCEL ID 253 018 001 GEOBASE ID 3920E3 ADDRESS 1513 ROUTE 1321, PHONE (5013)775--] Centerville ZIP - LOT 1 BLOCK LOT SIZE DBA_._ ---''DEVELOPMENT DISTi IIF CO PERMIT '?3380 DESCRIPTION COMPLETE INTERIOR - NUTTER, MCCLENNEN 91 PERMIT TYPE BREMODC TITLE COMMERCIAL ALT/CONV CONTRACTORS: REPUBLIC BUILDING CONTRACTORS, INC. Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: , $1,006.5ta I BOND $.O0 , CONSTRUCTION COSTS $165,,0)00.00 327 STORES & CUSTOMER SERVICE 1 PRIVATE P ABLE. MAS& 1639. OWNER BRISLANE LTD-VENTURE REALTY TRUST, ADDRESS 619 MAIN STREET BUILDING QIVISI QV - CENTERV I LLE, MP. BY DATE ISSUED 05/28/1997 EXPIRATION .DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED r:' FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. ISVISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS. -F.4(LT1004 / v/,040 4PA 2 2` G ' 2 7/,;Z 9 1 HEATING INSPEtTIO APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL 6IL VII `7 WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. CEROWN OF BARNSTABLE ` IFICATE OF OCCUPANCY PARCEL ID 253 018 001 GEOBASE ID 39206 ADDRESS 1513 IYA.NNOUGH ROAD;/ROUTE PHONE (508)775-1442 CENTERVILLE ZIP - LOT 1 ► '' BLOCK LOT SIZE DBA . 'j DEVELOPMENT DISTRICT CO PERMIT 25414 DESCRIPTION BRISLANE LTD_ COMMERCIAL BLDG_ PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: . - and Environmental Services TOTAL FEES: THE BOND $,00 CONSTRUCTION COSTS $_00 756 CERTIFICATE OF OCCUPANCY * ; * BARN31'ABLE, MASS. OWNER NOVICK, RICHARD TR 1639. ADDRESS..-. . KEL,LER JOSEPR P_ TR794 ED MA'S COTUITPUTNAM AVE L SDI IS BUIL MA p° V(�� •. DATE 09/04/1997 EXPIRATION DATE J i _/ }; «'+uP. +sw� $�, E „ ,fir: lip }�- d TOWN,CF _13ARN9TABLE. ., CERTIFICATE OF OCCUPA'NC . PARCEL.., ID 253 018 001 GEOBASE ID 39206 ADDRESS 1513 IYANNOUGH ROAD/ROUTE PHONE (50.6)776-1442 NTERVILLE ZIP - LOT FLOCK. LOT SIZE DBA '' DEVELOPMENT - DISTRICT CO PERMIT 254:14 DESCRIPTION BRISLANE LTD_ COMMERCIAL BLDG.. PERMIT TYPE BCOO. TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS': - , _and Environmental Services TOTAL' FEES: IN BOND $a 00 CONSTRUCTION COSTS' $_00 Q� 756 CERTIFICATE OI+" 'OCCIJPk�NCY * + . BARN3TABLE, MAST 039. OWNER` NOVIC.,K, RICHARD 'TR ADDRESS. KELLER JOSEPH P TR .. 794 PUTNAM AVE BUILD ISM COTUIT: MAnN11G. - g DATE ISSUED 09/04/1997 EXPIRATION DATE. THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READYTO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANIELECTRICAL,LNSALL TIO N. AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4..FINAL INSPECTION BEFORE OCCUPANCY. . • • - � • - • BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS- 1 1 1 - I i 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF,HEALTH { . I ` I I' OTHER: SITE PLAN REVIEW APPROVAL I I I I WORK SHALL NOT PROCEED UNTIL, PERMIT WILL.BECOME NULL AND VOID IF CON-' INSPZC-TIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY i VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. . I I t , r 1 r TOWN OF BARNSTABLE BUILDING PERMIT � PARCEL ID 253. 018 001 CEOBASE ID 39206 � ADDRESS 1.513 •ROUTE 132 PHONE (508)775-1442 Centerville ZIP LOT I. BLOCK LOT a I ZE DBA DEVELOPMENT DISTRICT CO PERMIT 14436 DESCRIPTION BRISLANE LTD..VENTURE REALTY TRUST PERMIT TYPE BUILDC TITLE COMMERCIAL BUILDING Department of Health, Safety CONTRACTORS: SILVIA, RONALD J . . ARCHITECTS: and Environmental Services TOTAL FEES $5, 152.32- THE BOND $.00 "�•� , CONSTRUCTION COSTS $851,200-00 324 PROF,r BANKS, C?FFICR 13LDC I PRIVATE P' Si'ABM 1639. OWNER BRISLANE L TD.VENTURE REALTY T.RJSTl ADDRESS619 MAIN STREET BUILD G DIV p ION CENTERVILLE, MA BY DATE ISSUED 04/10/1956 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS, HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ' ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN.MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS SO IT IS VISIBLE FROM I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 I . I I 2 2 2. I I I I I I 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT I I 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL I; WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. I BUILDING PERMIT ` TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 253 018 001 GEOBASE ID ,39206 ADDRESS 1513 ROUTE 132 PHONE (508)775-1442 Centerville ZIP LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT, DISTRICT CO PERMIT 21371 DESCRIPTION CAPE COD CENTER (48 SQ.FT_ ) PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $50 00 BOND $.00 ox t CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE P.. s STABM OWNER BRISLANE LTD.VENTURE REALTY TRUST, i639. A� ADDRESS 619 MAIN STREET. ED CENTERV I LLE, MA BU D� ING DIVISION BY +'�� DATE ISSUED 02/27/1997 EXPIRATION DATE p ertni The Town of Barnstable o.�� .� . Department of Health, Safety and EnvironmentaUSeAces MMrre ABM _ KAM Building Division date 9 367 Main Street,Hyannis MA 02601 feejf0•C13 Application for Sign Permit Applicant: LU)A 5/LV/A Assessor's no. �— [�'- cry I Doing Business As: Telephone 77J /I- L? Sign Location street/road: �5_13 Zoning District U Old King's Highway District? yes no _ Property Owner Name: / Yh,—/Y —[Pt�3�Telephone 7'7-') - 14-4 Z Address: U&, S Village a��I �V/��� Sign Contractor Name: f Telephone 96 OJ� Address: 3>L Description Diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sigr to be drawn on the reverse side of this application. Is the sign to be electrified? yes l� no (Note: if yes, a wiring permit is required) I hereby certify that I am the owner or that I have the authority of the owner to make application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinances. Date Signature of Owner/Authorized Agent Size (sq. ft.) Permit Fee Sign Permit was approved: \ disapproved: 1 4-7 7 A17 - Date Signature of i Official b�0x i AMIDONZ�COMPANY, INC. : i WOODCARVERS/SIGNMAKERS - 376 RTE. 130 P.O:;60X 681 SANDWICH; MA, 02663° (508) 888-0665 . i AMIDON 0 COMPANY, INC. 376 Route 130 P.O. Box 681 Sandwich, MA 02563 zZL �� � V wAa n v f iti ytM-f ',! *�'�i;�tl ' �f?� '® n'� ` 8@'��:�� � ' ' `ii permit no. r J .,,,,}r Y 'tt:i�.r -^xar *k; a'9rk r =Departxnent.ofaHeaM6 'Safety and°Environmental Semces.` f , " : `"�'� l NAM Building Division r : _, ¢ datq 367 Main Sft=4.Hyannis MA 02601 fee Application for Sign Permit110, , s : Applicant:. Assessor's no. 5.-®/ o/ Doing`Business As :�S�i �'U;D •�'.2�Nh�Yc' '` ': Telephone ,tf,��, LY,y�d�a fk � `�f r1€vt sF� .�j�J!1 7.,.1 ,t. q ,�•,. F.{Vr� s ? i.'s �,� iPf , a, L+t L S i +it ,ill y ! '�7 '� 4 '•'IS kr+ .( i..j d,.. �i �,(��,•IRy�{ r 1...4-fir �.,1.?�. r f s:�.k<}' r , :.:8�.4, .rp..i. 1 •.7; :', `+�:}'�4 .t, t �l iyc�'•�a.!t' �h , ,ri.'C 1'��tr<-:':ieG el r1'i�°f5 4i { �s:.r iy f I i.`_ ;ROr1��r..{..d t;.'x�)ia`S i�1 ( Q�k •lys r*, Z 1 { , s r 1 s l,.a ! r � -! + § i 1 1. � i 1'�ii ; a p'r 4ZM/ kip Si Locationr r� C t r� I s+ b'�.{ ', R :mtt— xx14 4 BSI}ti+ it1 1 ,r { •t street/road113_ .ti �� �Z ,�:;, ,•% _ . ��,�ts� i[ a�f ,,f. ftl 1 Fi ,� -. � tie§; ��• ,i r '( jt;4+ uA)s Zoning District ;,Old King's highway Distnct?� , ,eyes j i no _ Property Owner , , Name: `_BiE'(��C � L4V I W VZ--A/ ' / �(h TY 71�t 6T—Telephone 7� �4 4 Z �3� 1 Address: Village �1/lt CE" r A � t { 'iti •a ' 1 1 . ign:.Contractor..,,. !, Name:- Address: 'Telephone' gg D.S�6� 3> �'�� �� �� .� I Village G� Description a � . � � tT! �� , • Di�Q}am of lot showinp`location'ofbuiidings and"existing signs v�nth;dunensions, locationandlsue of the.new sigr :to be drawn on the.reverser side of this application. ,�.ct{Itr },.,�•, r � r 6 t s�: ; �. Is the sign to be electrified?' yes l� no (Note. if yes, a wiring permit is required) '°I:hereby'certify that;I am the owner or that I have the authority of the'owner.to make applicati on,'that the information:is�correct,and.that the use and constrtFuctionshaU conform to tliey provisions of Section 4 3 of,the ,iq�.. 1'. kyt bl�;� 1.: ' V1�� �.{1l�lij /1 it f r=y�li_�.., !7•L iY a , 1¢.4 Ni 4���, r�4 r ,y� �� d�4 t�1TTown'ofBarnstable Zoniri 0rdinances.d r 4,r�i �4r',< ,, rz r ;. �, ,., ,� +A"' + Mfa " t _ Q .:,a,: •qr f ..rt kl Kq r ,C'.;,:e a "�'.X ' !' ' '.l I• 4,., PP .! ,pp:;{'{ �!!�' t� i:.rr ( f'+ {{1 o'h',ti , rh .VIM, - .{ r�f. .L �.� .1: 7 Q 5.✓T,,:,�, i4 s,5.1 � =r i.'i�t,� l .;.:}.,ys t F';- { .�„ {5 6� .i `. k i .. i•s '�ii..fl � {{ :IY,•r .6 �:Ir.. J�..,I.,. yS �;�.!�tV� ..,t h edti'{r36 i �:,id 9,L et- eh,." {+• :�..r l., Jet' f t; : • 1 �t,9.1..,�K. i �,r.. .u�.ai. i. ,x '�, ;;�' t a!i4'.' t ��1,;': •::ag'.r�v�,...b6 yyHi.�3,a t t �.. �;N :J..� '�,,..t dc.,,s 7 r... i t�a..}},tt Y Pt •{ �y'fY.. Y �•.�� ,�,..L}} •.�.+. :.x.- f r .max, p.,:r„fi � f i .:A-:� !ra�.�,./ J; C} i ��a ,,Iv--.i.. :�n...: Y,v'. }'✓;y�++. sk z • �196+7 •4. ¢¢�!{;d�, .,t t "i `t. ;,: „t`�4.f. z.t! r;..�ra ''e c;e..: ; .�Y`1 t ,;t 4:{k ,r. m'ao ; ., .+' i.,;! 6 !.3'{3",,�. ,.+,.�* -.'fir'::+ ,I..,k.,.., I#t';f: .r..e 4: Ef. .,, i .; ;.)rd.c:.•.f. 6yy tt PX.,;!� r7,. t.• :f> ,i• ,i.�'^t.{ - 91 and ^ 71:: f r 7 ,5.{k�r'+,rc �!k ;1 f.;AI t •�..4.-: �'a� l� ,�.: �S-. ., i jt:;, �VI 4!aj 1 r �3+ ,�y+� � l'J trr l( r, ;r; ,,.-�. �i+ 14' t.:, t: ,i' ICE �, ,''�'N ra•,.,x tag �f'��.ft� S} 1 � �, + `� � r'� 1� ��swRhJ���� y s o s i's�l t �• _ Date Signature of Owner/,Authorized`Agent' Size (sq.'ft.)41 Permit Fee { 1q; +qqf'4�, { _ J ya ri �'., ns a �::: •.;' 1 ; JI }. t }; '! ^; a r t it i�r a f 94t'�! .'/ +, = 1�1 MIl�rSlgn Pemut wa$ approved:'' ►VV► disapproved: 1r ypp �;a'r-�:i�Y�}fZ� 1'"' { 'M1;.. ;zk_t„pp 4+, c�I=Y�y ;';'"tt :Ily ,,} � ,, �1 �,ll r �+ : :..;•+ T �.Yx;: 1 i. �.r ayt4; y� a�.. , .}+�• yl ti1,�apt",t+,t�w rar�{ f 3•:�"�. 4 j :`r -.B 4 1 d,±•.. 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IT cam 4110 now.MU noom, 1 ham 14 ;;j Xlihs spot ANH .......... ........ ... gal Fgr Oak�j;, MI MUM ,it it Mop ,1 ay A I OROS! "IMP :VlMEN U—IM, MAS UP Emil; J1. Z it.iiTli. by J out WIN IS gyp' ,qIRm"N "I SIT W, lh�W W"jush it."Vol jr•1: tit �14J Jtina, 010 4 OVA 1 pnv '8 of la1Am" 0 WWI W7IF 01fl, .-4.f,,41, .40 wan U WE H Go, M TAGA111, q. 'It IMM u':g A 1� 111M li,Xf -SNNI-vi -,, , ,I Ip wqoyp N IN, g "E MOO I a 41. own i M 1-1 1 T_ M MR A IR ol —.1 10 ,It I 1A It 1 wrol Own IS g., hand,MOSM iv MUM Mow WmWo`� 14 A.K RI �0 17"Y'll". $1.,F " 1. wig; MIR RUMM • Y4 ll fl 1, : % Mi�,, AN HIM "if &q. eF. W0.0c "totiY�51 ERS�iSJQNMAKERS,4 ri ro_ It'll "'11 �M Y 00. trffi ll 0101�0� FE `SANDW 4 ICH,,�,MA Ar )`888-OSW ........... 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I may.- ::,_ - � _ yTMV �SS _ a •a.4.�: .i., G-f?r i . ��CR rSt(»Yi,.611. .,• - .pAl - /.� _ IS •---�"--- - - - - 1 Q a l r �: a x ?s � , ` rz r r !` �I `1 /fl f fi �gxtg d� ��♦ :rz r rtrt�� �-^-.'-- --- .- -.F ,F� , - 1 4_ :' 4x _ _ 7 _ z _ _.__ -- - - - Amuo�WDmF-)ANY N C O R P O R A T E D WOODCARVERS SIGNMAKERS • GRAPHIC DESIGNERS .y VW'0' 1 . N°V (� 12e*J1AR, OF 'r3 ,CAO, 1 S ���Dr�t rho iv �1�J �)�tCl�t . • 376 Rte. 130, P.O. Box 681, Sandwich, MA 02563 (508) 888-0565 FAX 1-508-833-0786 RE OFMCITM OF, I nA 07 _ LE�' 7L�LR`'�IOLLIE` pauA -)o �oK ' AMIDON 0 COM AN INC. WOODCARVERS_/SIGN KE S 376 RTE. F3Q. P.O:B X 68 �� `Q SANDWICH, MA. 02563 ('08) 8E 8-0565 f vi 7 G U i W4CtiAw1 c�eTtFl�� pl.o`I" PL_.�ih.l U`:::_ LOGAT1o� CIT��2-VIC_.tL Nv' N Y E a No. 19334 N ar -1 V= ` IFb �tJO A-f% Nam u G 6 iZ T I F�{ T ti-I A'i" THE . NbQ E Dtil Gpy1��PL�(S v�/I TN THE 51 D[=.1.1►-tG 'PL�°t-i►�\TjvS� �J -k'�l-�"N�/ i AuD SET$A�CI: �EAUIRE,titE►-ITS bF TNT LLI•'tl�� V���� t',1 I 4.j� t.�'a �`a" ..A• `L �t ��C �1� dAT�=��g`�� � REGISt-c�Z>=� l.�t�1� SUevcYo v osTezv%u r- o "('NIS dt-Q� 1S' SOT BASES APPLI C.A.►JT' Et.lr SUZVc`( Tt�E= Uc=CSC St�ot�LD 4 �.T Bc- USC;p-TU �e:rePklt•�C l.�nT � R �,T �z �- � � 3� � � ��- r�� .� 288 N USLANE LTD VENTURE REALTY T 1513 ""ROUTE 132 .E ENTERVILLE STANLEY&VIRGINIA BAUKUS E Gam: EyeROUTE 132- COUNTRY LAKE LODGE ESE 362-6455 "HwWO CUTTING TREES WELL WITHIN THE 10' BUFFER. (ON PLAN, LOWER LEFT CORNER NEAR PARKING SPACES & DRIVEWAY) HAVE CUT SEVERAL 6-8" DIAMETER TREES 3-5 FEET FROM PROPERTY gill Ell NA ax .......... �-~ ` 3 o013-001 018-002 ffice(1st floor) Map 253 : "Lot ' 018-003 /Pe'rmit'# ! _ � Conservation Office(4th floor) Dtwi US e S c 1"vA � Date Issued Board of Health(3rd floor)(8:30-9:30/1:00-2:00) 3 Fee 57 191 Engineering Dept.(3rd floor) House#1 n �� Planning Dept.(1st floor/School Admin. Bldg.) -o - ,�.c_a � A so-�txc�a 6 i �T Definiti pproved bye Planning Board 19 `P sp i4�0 ',;i; ? V G TOWN OF•BARNSTABLE • ��&� �� IQ 7& Building Permit Application Projec et Address Iyanough Road (Lot 018-001, 002, 003) Village Centerville g=2Brislane Limited Venture Realty Trust Owner Address 619 Main Street Centerville Telephone (508) 775-1442 Permit Request Construct Office Building 11200 Sq. Ft. Covered Walkways 4050 Sq.� Ft. Total 1 Story Area(include 1 story garages&decks) 15250 square feet Total 2 Story Area(total of 1st&2nd stories) square feet Estimated Project Cost $ -51-3 50.6-,-06— Zoning District HB Flood Plain C Water Protection GP Lot Size 4.43 Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Vacant Land Proposed Use Office Building ri Construction Type Steel & Wood ,Commercial Residential Dwelling Type: Single Family NA Two Family NA Multi-Family NA Age of Existing Structure NA Basement Type: Finished None Historic House NA Unfinished Old King's Highway NA Number of Baths 4 No.of Bedrooms NA Total Room Count(not including baths) First Floor Heat Type and Fuel Gas Central Air Yes Fireplaces None Garage: Detached. NA Other Detached Structures: Pool None Attached NA Barn None None NA Sheds None 5-9—c?S-- Other Builder Information Name Ronald J. Silvia Telephone Number (508) 775-1442 Address 619 Main Street License# 016932 Centerville, MA 02632 Home Improvement Contractor# 101627 Worker's Compensation# BY00253900 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Barnstable SIGNATU DATE f BUILDING PERMIT DE D FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY 1 - ` r ~PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE - OWNER DATE OF INSPECTION: FOUNDATION r. ; FRAME INSULATION FIREPLACE F,L,'gCTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' IIS GAS: ROUGH_ FINAL FINAL BUILDING j DATE CLOSED OUT ASSOCIATION PLAN NO. ' Y V-Y� � r =18JS /� Assessor's Office•(lst floor) Map � "Lot 018-002._ �/ Permit# Conservation Office(4th floor) - Ci ,2tr Date Issued Board of Health(3rd floor)(8:30-9:30/1:00-2:00) �'6�- ,�j 'y �, Ft gym, 9� c�a2 N Engineering Dept.(3rd floor) House#1 1613 t` A �� 4 � a 'ng a t. 1 t r/Sc 8 d i&B � � De e n A a y P g 11 19 ✓<?q� e v �` TOWN OF BARNSTABLE Building Permit Application Project dress 1513 Iyanough Road (Lots 018-001, 002, 003) Village Centerville .Owner Brislane Limited Venture Realty Trust Address 619 Main Street, Centerville .Telephone (508) 775-1442 Permit Request Construct Retail Building Total 1 Story Area(include 1 story.garages&decks) 11,200 square feet Total 2 Story Area(total of 1st&2nd stories) square feet Estimated Project Cost $ 625-Tif Zoning District HE Flood.Plain C Water Protection GP Lot Size 4.43 Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Vacant Land Proposed Use Construction Type Steel & Wood Commercial Retail Residential Dwelling Type: Single Family NA Two Family NA Multi-Family NA Age of Existing Structure Na Basement Type: Finished No Historic House NA Unfinished Old King's Highway NA. Number of Baths 2 No. of Bedrooms Hone Total Room Count(not including baths) 2 First Floor 2 Heat Type and Fuel Gas Central Air YeS Fireplaces None Garage: Detached NA Other Detached Structures: Pool None Attached NA Barn None None Sheds None Other Site Plan Review #57-95 Builder Information Name Ronald J. Silvia Telephone Number (508) 775-1442 Address 619 Main Street License# 016932 Centerville MA 02632 Home Improvement Contractor# 1016 2 7 Worker's Compensation# BY00253900 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO BFI Removal SIGNATUR DATE BUILDING PERMIT DE WI_ 1OR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY PERMIT NO. � DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER ^ r , DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 231 DEFAR'THENT OF PUBLIC SAFETY P Q � � 23396 ONE ASHBURTON PLACE, R11 1301 OCT 3 1995 DOSTON,`MA 02108-1GIC, CONSTRUCTION SUPERVISOR LICENSE Number: Ekpirr-s: '. Restricted To: 00 RONALD J SILVIA Detacli bottom, Told sign on CENTVI G19 E back, and laminate license card. RVILLE, 1L�1 O2G'2 Keep top for receipt and change of acldiess wtificati--n. ��6 lOO�JLJJtMIf//CCLG[/L O��L(7JJ�IC/t!lJCC/d I I DEPARTHBRT OF PUBLIC SAFETY Restricted Tot 00 23396 CONSTRUCTIOR.SUPERVISOR LICENSE 00 None Nuaberi- '. Expires: 16 - 1 G 2 Family :acmes Restricted Tot 00 Fa;'',Le to posses,, ti p .� a current edition - drtron of the Nas,�-ichusetts Statc 8uiildinq Code RONALD J SILVIA is cause for revocatio his license. 619 HAIN SF CENTERVILLE, HA 02632 �+ - The Commonwealth of Massachusetts Deportment of Industrial Accidents WceolltJiresllgallons , 600 Washing-ton Street Buslun,A1uas. 02111 _ Workers! Compensation Insurance Affidavit ---:--• - PlcAte PR1111T`lpo�� ..*-^�e,•*-t......_.-._..r..�. �.,..._ ;�sa_nt Inforniatio'n�� '—"• - M - - n�s name: Ronald J. Silvia locution: Route 132 ON, Centerville phone.# (508) 775-1442 1 am a homeowner performing all work myself. I am aasole proprietor and have no one working in any capacity I...��...Yiwi.I.�i�1� -.Y/ � ._ ..A ST -- .L � 4 ��� M..•�'lyrE� ( 1 am an employer providing workers' compensation for my employees working on this job. cOmnany n•tmc. Silvia & Silvia Associates, Inc. address: 619 Main Street city: Centerville, MA 02632 phone 0 (508) 775-1442- insurance co. Ltunbermens Mutual Casualty may,N #BY00253900 C..,......:�....�.._.......... ... .. '� : .,..{s.. ..• �,� . . . . .. ,•-•-,,...,,......._ .-y►--•----f---ate...._..... [] 1.am a sole proprietor, general contractor,.or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: comnan•name: address: city- phone f1 insurance co. noliev — -- 'T .� �'•r:Y.3T+"r'�4"r�`�Cns'lrA7'dl.'SF,iA�►'iT�LmS�"��t• stimnan•name: address city: phone 0• insurance co policy # ;Attach additional sheet if necessary .;>�" �y'-sra;F y�..=:•, .��a:. �t 'TT�n�^^' ryry�Mvv1. r idL�J►.11MKdwse w'irllf: FJlilure to secure ctn craFe as required under Section 25A of hIGL 152 can lead to the imposition of criminal penalties of s fine up to SI,500.0.0 and/or one%cars'imprisonment an well as civil penalties in the form of a STOP NVORK ORDER and a fine of 5100.00 a day against me. 1 understand that a COPY of this statement maybe forwarded to the Once of Investigations of the DIA for coverage verification. 1 do hereb►•certi •under t e ai d penalties of perjury that the information provided above is true and correct. Signature Date 9-013•2 t: Print name Ronald Silvia, President Phone P (508) 775-1442 ,,��official use only do not write in this area to be completed by cih•or town official •T� city or town: permit/license N nBuilding Department Licensing Board Q check if immediate response is required OSclectmen's Office [3I1calth Department ' ' contact person• phone N;_ nUlber irevued 3M5 P1A) r EDATE M Y) ( M/D /YY) a 04/02 96 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND he Fair Insurance Agency, Inc CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE P.O. Box 430 619 Main Street POLICIES BELOW. enterville, Ma 02632 COMPANIES AFFORDING COVERAGE (5 0 8) 7 7 5-3131 COMPANY A LETTER LUMBERMENS MUTUAL CASUALTY COMPANY COMPANY B INSURED LETTER MARYLAND CASUALTY Silvia / Silvia Associates Inc COMPANY C 19 Main Street LETTER COMPANY D Centerville MA 02632 LETTER ( ) COMPANY E LETTER . .:......... :::....... :::::::.::::::::::::.:....:............................:....................................:..:.::::.::::::::::.:::...:...............................................:::::::..::.....................................:.:::::.::................ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE $2 M I L COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $2 M I L CLAIMS MADE XD OCCUR. W 7 D 3 4 7 7 3 8 0 8/01/9 5 0 8/01/9 6 PERSONAL&ADV.INJURY $1 M I L OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $1 M I L FIRE DAMAGE(Any one fire) $5 0 0 0 0 MED.EXPENSE(Anyoneperson) $5 0 0 0 AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $500000 HIRED AUTOS CA 9 0 517 2 4 4 0 8/01/9 5 0 8/01/9 6 BODILY INJURY NON-OWNED AUTOS (Per accident) $1 M I L GARAGE LIABILITY PROPERTY DAMAGE $500000 EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM / / / / AGGREGATE $ OTHER THAN UMBRELLA FORM STATUTORY LIMITS WORKER'S COMPENSATION 3 BY 0 0 2 5 3 9 0 0 0 4/01/9 6 0 4/01/9 7 EACH ACCIDENT s 5 0 0 0 0 0 AND EMPLOYERS'LIABILITY DISEASE--POLICY LIMIT $50 0 0 0 0 DISEASE--EACH EMPLOYEE $5 0 0 0 0 0 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS CEi2TIFF?TE FfO:LDER <> >'>'>'' '..........................' ' »>»>z> < >> >'<'>;> C. '» >< >':>::: >> > >> > ::.::.::: ,::::::::.:.:::::::::::::::::::: ............CANC.ELtAT1.OM...................................:.:.:::::.::::.....................................................::::::::.:............... ............... ,..:.::.; ...:..:.. own Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Building IrispeCtor EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO South Street MAIL 15 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR yanni s MA 02601 LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE r ��I , a990. I '=HANO VER n INSURANCE XP The Hanover Insurance Company ❑ Massachusetts Bay Insurance Company Worcester, MA 01605 Bond No. BLN1602025 LICENSE OR PERMIT BOND KNOW ALL MEN BY THESE PRESENTS,that we, BRI SLANE LIMITED VENTURE REALTY TRUST of 619 Main Street Centerville , MA 02632 as Principal, and ®The Hanover Insurance Company (A New Hampshire Corporation) ❑Massachusetts Bay Insurance Company(A New Hampshire Corporation) as Surety, are held and firmly bound unto TOWN OF BARNSTABLE as Obligee, in the penal sum of Three thousand and 00/1 .00 ---------$3,000.00) Dollars, good and lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, and our heirs, executors, administrators,jointly and severally, firmly by these presents. WHEREAS the said Principal has applied to said Obligee for a license to.o.n .pexmi.t .to .open,. .oceupy. . cross by vehicles and obstruct a certain portion of a public sidewalk, berm, curbing, street or way at Lots#108-001 , #018-002 & #018-003 , Rblit �' '132'; 'Cerit�'roil'Y2 . .MA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if Principal shall faithfully observe and honestly comply with the provisions of all Laws or Ordinances of Obligee regulating the business for which license is issued,then this obligation shall be void; otherwise to be and remain in full force and virtue. PROVIDED, THE LIABILITY OF THE SURETY upon this bond shall be and remain in full force and effect for the full period of the license, and renewals thereof, issued to the principal above named, or until ten days after receipt by the Obligee of a written notice signed by such Surety, or its authorized agent,stating that the liability of such Surety is thereby terminated and canceled; and provided further, that nothing herein shall affect any rights or liabilities which shall have accrued under this bond prior to the date of such termination. Signed, sealed and dated the. . . . . . . . . . .3 rd . . . . . . . . . . . . . . . . . . day of . . . . .Apra I. . . . . . . . . , 1990. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Brislane Limited Venture RealFst ` (seal) o;• By:. ❑ MASSACHUSETTS BAY INSURANCE COMPANY Q ANOVER INSL MNCECOMPANY �`- By:. .!Ka 9 . . . . . . . . . . . . . . . . . . . . . . . Fom,14"7s1(3%) Attorney-in-Fact hleen F. Silvia THIS POWER OF ATTORNEY MAY NOT BE USED TO EXECUTE ANY BOND WITH AN INCEPTION DATE AFTER 11/21/98. The Hanover Insurance Company POWER OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS:That THE HANOVER INSURANCE COMPANY,a corporation organized and existing under the laws of the State of New Hampshire, does hereby constitute and appoint — Kathleen F. Silvia — of Centerville, Massachusetts and is its true and lawful Attorneys)-in-fact to sign,execute,seal,acknowledge and deliver for,and on its behalf,and as its act and deed,at anv place within the United States,or,if the following line be filled in, only within the area therein designated any and all bonds, recognizances, undertakings, contracts of indemnity or other writings obligatory in the nature thereof, as follows: — Any such obligations in the United States, not to exceed Two Hundred Fifty Thousand and No/100 ($250,000) Dollars in any single instance — And said Company hereby ratifies and confirms all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. This appointment is made under and by authority of the following Resolution passed by the Board of Directors of said Company at a meeting held on the seventh day of October, 1981, a quorum being present and voting, which resolution is still in effect: "RESOLVED.That the President or any Vice President,in conjunction with any Assistant Vice President,be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as its acts,to execute and acknowledge for and on its behalf as Surely any and all bonds,recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with power to attach thereto the seal of the Company.Any such writings so executed by such Anorneys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. IN WITNESS WHEREOF,THE HANOVER INSURANCE COMPANY has caused these presents to be sealed with its corporate seal, duly attested by its Vice President and its Assistant Vice President, this 21st day of. mber 19 95 et NNW] q�Y THE ANOVER INC.URANCE, COMPANY POfjfl�o L e,u I ZA 1 ice r ident (Sea //-Issi4ant Vice President THE ALTH OF MASSACHUSETTS ss. COUNTY OF WORCESTER On this 21 st day of November 19 95 , before me came the above named Vic,(;,President and Assistant Vice President of The Hanover Insurance Company,to me personally known to be the individuals and officers do ub�d}herein;and acknowledged that the seal affixed to the preceding instrument is the corporate seal of The Hanover Insurance Company Jtt>aC"the said ct>rpgra* seal and their signatures as officers were duly affixed and subscribed to said instrument by the authority and yt(irect�`�o�s�i��urplr�tl��n. -) Jl}.$ - •,(S�1�BL\G Notary Public •:o� My Commission Expires December 12, 1997 %�� V#,re utld °( ssistant Vice President of The Hanover Insurance Company,hereby certify that the above and foregoing is a full, trut!* /�jfd` ' the Original Power of Attorney issued by said Company,and do hereby further certify that the said Power of Attorney is still h71 fnrtaall effect. This Certificate may be signed by fascimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company at a meeting held on the 7th day of October, 1981 "RESOLVED.That any and all Powers of Attorney,and Certified Copies of such Powers of Attorney and certification in respect thereto,granted and executed by the President or any Vice President in conjunction with any Assistant Vice President of the Company shall be binding on the Company to the same extent as if all signatures thereon were manually affixed even though one or more of any such signatures thereon may he facsimile." GIVEN under my hand and die seal of said Company, at Worcester, Mas achusetts, this day of 19 N FORM 111-0402 NS(4/86) 'Assistant Vice President f 23396 DE^ARTII-NT OF PUBLIC SAFETY p Q 3396 ONE ASHBURTON PLACE, R11 1301 OCT 3 01995 BOSTON,`TIA 02108-1613 CONSTRUCTION SUPERVISOR LICENSE �e �o Oz. Number: Expirr_s: ':) Restricted To: 00 RONALD J SILVIA Detacli bottom, fold sign on CEN ST back, and laminate license card. ENTEVIRVILLE, IL!1 02632 Keep top for receipt and change of address iiotificat_i_,.11. '71-1 �oo��vnxo►uara o�./��aai.��ueelld Restricted Tot 00 23396 . DEPARTMENT OF PUBLIC SAFETY CONSTRUCTION,SUPERVISOR LICENSE 00 - None Numbers -- Expires: 1G - 1 6 2 Family ':eyes Restricted Tot 00 Fai_are to possess a current edition of the Ras.-achusetts State Buiildin9 Code lie:+ -A Qpzw RORALD J SILVIA is cause for tevoca!io his license. 619 RAIN IT CENTERK"LE, MA 02632 �/Ze ZD HOME ,IMPROVEMENT CONTRACTORS REGISTRATION + Board- : } t , lit t t :,pf ¢�Building';Regulat'ions and standards & One 4!shbur.to.n P,lace - 1tb Room A''13Ci1 ' Bostjell Aton, M4$sa :husetts r :1; HOME' IMPROVEMENTP="srCONTRAC,TOR RegistrationY '. - 16 27 :k x ira t P 1or 06/' 26/ Type —PRIVATE CORPORATION 96 t. rr . , Silvia & Silvia Associates , Inc . Ronald J . Silvia l:. p 619. Main Street cf Centerville ;MA 02632 41� Ro • .i n �h, '�j�,�� 'Clyt ' i � S. r Ir. ' +� The Coi+iununit'eult/r of Massachusetts Department of Industrial Accidents RfOfJlceol/nvest/gaU4ns:: 600 !�ashinrton Street:.._ r e, .. Boston,A?ass., 0 111 Workers' Compensation Insurance Afrdayit J�RDltcant mformation• Plea a PRINTIRA name: Ronald J. Silvia location: Route 132 City Centerville nhonc# (508) 775-1442 I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity [ I am an employer providing workers' compensation for my employees working on this job. comnanyname: Silvia & Silvia Associates, Inc. ddress: 619 Main Street - city: Centerville, MA 02632 nhonc#• (508) 775-1442- insurance co. Lumbermens Mutual Casualty # #BY00253900 1 am a sole proprietor, general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: comnam•name. address: citx" phone No insurance co. _ policy# lerl -- - - - - ram" = comnany name: dad ress: city: phone#• insurance co. policy# :Attach additional'sheet if iieeeasa "'n""�""�'"""'"' sew --� .._.—�'..' >:""�;:P;.:��^,c-.FY;'t^:a<? ;.�:•, :�oia)�:.:i .. Failure to secure coverage as required under Section 25A of h1GL 152 can lead to the imposition of criminal penalties of a fine up to 51.500.00 and/or unc years'imprisonment as well as civil penalties in the form of a STOP NVORK ORDER and a fine of S100.00 a day against me. 1 understand that a copy"of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do herebt•certify nnder rite pains and penalties of perjun•that the information provided above is true and correct. Signature Date Print name Ronald J. Silvia, President Phone# (508) 775-1442 Fuseon�ydo not write in this area to be completed by city or town official permit/Iicense N riBuilding Department [3Licensing Board [03 response is required 13Scleetmen's Office [3liealth Department phone#; nOther �l (revised 3.4)5 PJA) i r �j ;:ISSUEDAT';::: :::i;;::i::;::;::; .`:;:::::::i:.:.":....:.. .`;:..`: r2:: ...........:.�..:.....F IN : >:;::: :::: : >::::::..'':''':':::::::::::::::::::::::;' ;.i..:is;:: :'i:::>;::::::2::::::::::::::: E M DD\ / +I�1 I r"® T. t :.. :: : .. ... 04 02 96 ...................................................................:.:...::::....::::.::::::::::::::::.:::::.::::::::::::::.:::::::::::::::.:::::::::::::::::::::::::::::::::::::.:::::: :::::::.:::. / / PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND he Fair Insurance A enc Inc CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE g y DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE P.O. Box 430 619 Main Street POLICIES BELOW. COMPANIES AFFORDING COVERAGE enterville, Ma 02632 (508) 775-3131 COMPANY A LETTER LUMBERMENS MUTUAL CASUALTY COMPANY COMPANY B INSURED LETTER MARYLAND CASUALTY Silvia / Silvia Associates Inc COMPANY C 619 Main Street LETTER COMPANY D Centerville MA 02632 LETTER ( ) — COMPANY E LETTER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MM/DD/YY) DATE(MM/DD/YY) GENERAL LIABILITY GENERAL AGGREGATE $2MIL COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $2 M I L CLAIMS MADE A I OCCUR. W 7 D 3 4 7 7 3 8 0 8/O 1/9 5 0 8/01/9 6 PERSONAL&ADV.INJURY $1 M I L OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $1M I L FIRE DAMAGE(Any one fire) $5 0 0 0 0 MED.EXPENSE(Anyoneperson) $5 O 0 0 AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $500000 HIRED AUTOS CA90517244 08/01/95 08/01/96 BODILY INJURY NON-OWNED AUTOS (Per accident) $1MIL N I GARAGE LIABILITY PROPERTY DAMAGE $500000 EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM / / / / AGGREGATE $ OTHER THAN UMBRELLA FORM STATUTORY LIMITS WORKER'S COMPENSATION 3BY00253900 04/01/96 04/01/97 EACHACCIDENT s500000 AND DISEASE--POLICY LIMIT $5 0 0 0 0 0 EMPLOYERS'LIABILITY DISEASE--EACH EMPLOYEE $5 0 0 0 O O OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS ATE HO DER <> > *... > > > > > > > > > >:> AND... . 1 <' >> > >... ::>> > > >> >:<: .....: I~:Ei3Tllw1....:.:.:.. ...:.... .........E.iAT I�f.:.. own Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Building I17SpeCtOr EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO South Street MAIL 15 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR Hyannis MA 02601 LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE r A90. t7f �....... ACICRPRA1.1 . Huti 2 ( 'yb le: o;l rnuc, u0c t did 'juud eu l u 1088 80!9 �5 I I 96, ZZ °Jfl MAam F Weld PM COU0 Arne$J. KeraSibled Uunnda T Agi Firm sow"wLwdwwGftvw in"" calarimm If FAX COVER SHEEN' DATE: q TIME SENT: ' TO: FAX NO. 1�� ' ,� Wo FROM: f'I�IGt WE ARE TRANSMITTIN _„ RAGES (INCLUbING THIS COVER SHEET) IF YOU DO NOT RECEIV ALL Of THE PAC3ES,,•PLEAS�E CALL US BACK AS SOON AS PO SIBLE. - OUR PHONE NO, (5081 24 - S63S OUR FAX NO. (50S) 880 - 5102 15 COMMENTS: �?PP ..-� Lim V YAackal iy Trij5 V Massachvse&Nrghway Department lftfikr 5 tOGO County street. tamttm, MA 027b (50'8)& •6633 TOOK a 30TO 099 902 Iva WCT 981121 0 r HUU C f ' �n L C: 6 ' de tie ce is ears ass i 8S : I 1 96. LB gild 1 d✓✓✓� t Permit No. 5-2 0O7 1MASSM- J AY Dist 5, 10wCounWSt.Taunton, A 02780 P'P.RM1T BARNSTABLL &**I to a0 of the trams,conditions an zestric-tiaus printed or written below,and on the merse side bt:se permission' hereby granted ao the 1tiMLAINE VENTURE REALTY TRUST,Cf0 Joacph Ketlww Ttostee,101 Derby Stm Hingham,MA-02043 to[Cl1ta?upon SM 00way is the Town of$ARNSTARIA 1 belty,ktttwtnn as Iyanuaugh Roads(Ai to Route 132)for the purpose of construad 6 a drive to their psopeaty btuvem Stations 95+22 and 95+59 at the SoWberly lin, ofthe SM IE&way Layout Line,flarin to lkldohs 94+72MW9"atthoodgeoftobadcwdsufmeas$bmmcmtb zmwhed sketch_bight grat!4 may ba between Stations 94+72 and 96+0$_ Tins permit is being granted to provide wzws to a pd+opmed 22,522 sq.ft RetaWOf ko building as outlined in the Notice Project Change for the Designer Flare Pr ject E.t3 E.A.07560 dated Doomber 14,1995, Any change is use or addltionW building will require the Grantees to roy I4y to this off ou hr a new access permit This permit supersedes pe mit 05-?44504 wefaae making It nun and void_ The Grantees must present the ozigmai /by-pass lane dma p as psi viously appmvod by this Dap of In permit 05-24604 to tlfr4 ZBA.for their apprvvaL "No Le$Tern"reatt9edpa tO exiting vehicles f om fife site was proposed aftd would have allowed left atria lino the sit with addkkwal pavetnertt oat the Atntthar� side of the road to allow Westbound vehicles to get around any vehicles maldng a left into the sits_ The Granlxm must install and maintain tkI regulatory signs romictiq left turns in and out of She site as shown an the attached sketch. The Grmuda Ioust close the mostiag drivgY between Stations 97+00 sad 97+70. All biturafaaus concrete pavetrteat to be rmaved between the edge of road=4 the State Highway Layout. amit+e curbing must f m be installed=4 tt S' bit=m=s concrete sidewalk consnumc to grade. The temdufng area within the SJLLA,must tbiea be VMled loomed a,d aeeded. The Grantees must remove 170'of grant curbing and deliver it to this Departments Maw Depot locatad-on Willow Street in Yarmouth. Please contact the ti=p Selvitella.at(509)775-88M to eoaadimrte this delivery. The actistiug tg h basins at Station%+ on the Southerly side of the toad—tit be converwi to a dr'aiune manholes. A new catch basin xamt be constructed ou Southerly side of the road at Station 96+34 and tied tt►to rile convcrted Mahal at Station 96 WO The Gram mast Obtain any approvals i i quired by the Town of Barnstable prior to caning any work as outlined in thh permit. All work is to be done as shown on the pi entitled"Curb Gut Pwmk Pfau-Route 132-Ste.92+10.1 is-5ta.97+48,N,as dmftW by Vonssse&Associates,Inc.ani ed June 14,19%. The Grantees must contact the"Dig Sift' rater at 1-800-322-4244 prior to doing any axcavaticn,W vbagn a"Dig sa&" mmaber. 80a� Q aor9 099 Bog yvd 0:97 au 96/zz/ o HUl7 e yb IL: 04 rrt a�. uei•+ l;bt9 JtJd Gib t y etitj olds 8S I I 9l;c La Emu RRMANE LTD-VENTURE REALTY TR(CONO BARNSTABLE N •S45007 Before any work is to be done within the M y Layout life Cbamlees must c d the Pent&Engincer,MMew Broderick at(509)924-6633,Ext,211. A police officer may be required as de=Ilined by this DeparM=L No 1V1'assachusetts Highway Boamds ;be disturbed. Within the SOB Highway Layout,thmast have a six inch fmmdadon of c tunpacted gravel and be paved wiib tbrec inches of bitumiaorrs aaabentie mix,1 es bindca sod ill=kam lop to bo laid In two Courses. Any bh iQoas 10 beam that exists in the drlvewq area tesveut and ttntvYed. Ue pavement must butt iffio and not overlap the edge the hardened surfte. The Grantms must not apply the bit umit its concrete mix to the p mpowd drive before But gavel ba*is irrsp"d by dte Socdon Foranm i The drive mast be consm&ed an a mim, grade from the ed of the hastened am botr to Sire State lie M t#way Laytint I-ke. The G70ftm are Mponsible for the disp i sal of all m ut?we wnrer ftm the ptopoeed drive. Under no ci m mlt ams is any c f this sarIce water to et161 dw S4a0e LayouL The drive must be graded in such a magp that no pundbg of wda occma vat this Highway fay= If sash pow results,the drantees shall be responsible its correction. Ali present sped firlm sitttCdrres hxwed an the pmpelty Otte fltrarttiees shall be at least twelve feet fr=I he SoutarLy flue of rho Stale H%hvtot3.. All disturbed areas wi$tm the State Hig#r ' Layout moat be graded,foamed,amd seeded to ft Ea&ecra sak%l actiaa. The portion of the drive located within th Site Highway locdthm shall be maintained by the Gmtms,at thew exkaensa tp It e satisfaction of the Engineer. M the Grantees should paint any curbing c i curb returns within fire State A-tghway Layom,the point molt be white end must be applied attbe tint: drive is installed Wheelchair ramps will be batailed by the rantces in conf=ance with tote AM&OO ref Access Board Rzgaladoosy wift sidewalk areas. Signs and tr Mo control devices are requi. in the work arm Ail requited signs and traffic wamiag shall be fiunished by the appiivouL All a4as and denim sball be in . wzmdm=with tht:Massadwm Mumum on Unifwm Traft Control Devices.l he nuMber Md lCogdo of all B�M and devices shall be ea deemed nwassauy by t ie Engineer for the s&%and efficierd perdnrmOnce of th o week and the ettibty of travelling public. All warning devices shall be subject to Ter -9val,replacerneat aadtor r+eposiodoaing by tiia applicant as ofta as deemed necessary by the Fmghwer. tones or ran t e#]ectntrae d w4r&iq devi stall not be left in operating posift at the highway Rhm So daytime operations have cease& rf it bea mas tt,e sary farthe dgrulnreat to remove the amunuction vmiling devices gr tbea appurM=ces from the project due to ne by the applicant,ail cOM far thh wo&will be charged f the applicant. All vahioke, passengers cars,whit are vniped to the permitted pmjeax and which operate an file site at t q%b of MPH or less,shall have am ofCbi Si3O �OVINt"ir VEMCLB emblem dkpbyed, All personnel wbo are working on the tmN I fled way or breakdown limes shall wear approved MMY Vests and herd hats. coon Q ZOTO 009 902 %Vd &t::eT aU 96/1Z/ 0 HUIa e ( ' bb IC:04 F"uc .uu,j v u u �vu are noo or�5 6S: i t :16 o LZ Dn I WSLANE LTD.VEN URERFAL ITI.(CONQ BARNSTABLE 5-Z"07 ALL OF SAdD WORK SHALL BE DO AS DIRECTED BY AND TO TM SATISFAMON OF THE ENODn�ER. All work and mutters used must caumur&tto the 1995 mcc ric edifim 9fan"CQmmunwaatth of btulachum is Dep armm of public Works Standard Speciffcatim, for Highways and Budges"as am aded. All s7emtruid m shall umfm m to the 1992 edition of the"Cetmicanwead±dffbfluretocoW u*M Department of Public Warlm Canes stanoAn s"as aaieaded. The Gro tees sbeti indemitify end the Cod M=wv th wd its Higrway Departtttmt against all huts,claims liability of every name and natureime out of or in�of%e aas of the GrAntees in the p uforman of the work covered by this permit ly wig the terns and ewdidws oafthk t�*Whether by demeelvea or their employees or s Please CuMut the Permit Eu&eer,Mm iew Bmdexik at(St1S'j 824-M3,Sxt 211 when the wart requited under this permit hn been CIM in ardo drat an hupectioa may be made by tie htaianomwe Fp au& A Dopy of this pemit mast be on the job ofteatalitfam for 6spectiam. hUure to have thia permit avUMIC st smch site result ra stespmwo,of the rights$tamed ty fie pam it. i (SM RVA RSE SI JE OF PAGE i FOR ADDMONAL CONDI`I'DONS) NO WORK SHALL BE DONE ER THIS PERMIT UNTIL THE GRANTEE SHALL HAVE COMMUMCATED WITH AND INSTRUCTIONS FROM TBt DISTRICT EaGHWAY DIREc= OF TH$NMSACHUSET TS in, DEPARTMENT,AT 1000 COUNTY STREET,TAUNTON,MA 02780. TI3I5 PERMIT SHALL BE VO UNLESS THE WORK MR=CONTEMPLATED$HALE.HAVE BEEN CQMPLEMI)BEFORE DATED AT TAERTM 7l'3YS 201XD Y OF AUGUST-1".& MASSACIiMITS HIGHWAY DalaTMENT AJAJ(;�� RE ERi�IARD A+ICCOURT 1VEl3:gls I DISTRICT HIG HWAy DIRECTt?tt Foreman 2 3 S t?.Rt�E 'Pao Q Zaz9 099 r HUl7 e ! �b 1 e� U ! 900139Hd 20T9 @Be SOS 96, LZ Jfl_ _ MMA Sj .0H .E f GHrrA Ibtassachvse"s Highway DeparUment ` • • To be Cofflpleled by the applicant. a revem for insttvttsons• t. Taw a/�r7 Bar staffs Routs 13y 1489-1513 Iva Raatl �. Stale Ni&ttvcay route number andler fti rtre - s. C\ r - rt at./.r bolity r tirhlch ateosS is bosaght(allaeh sd fi 9nn if s,cerL'+}iet '1. A t^o used 122 d v went tualf o 1 p��sc.;p6on of avaek tom perfbtmed hin Stale Mgttway Layne t(mach additibrta!sttircts d necessary). si n It is ro osed t:ci cut Rats x 132 With a Fi t—iu r t—nut drivqwd fi ) 1 3. DigS aft nurnbel. 4L AFF11ranllydarmatlon I 7.lraplrty�O++A� b I[bl lar TYtiAtP P_ Nam( Name . !" —'Y^n!— Drislane Li.m�.ted venture t `Tr �lust BXislane Liodilred VentureRealtry Trust De I Wiling address t+laiting address Ili--— Rita ham MA 02043 Hi_gt ham MA 02043 t ine n r (6 24�3-2t} Tatplwnc n i617 2010 Signature - Sig=rsturt i Qate 7 Oatt ltESYI'P tORl�J2tld apptierlios 10 QSittiCt high y Enalnarr loryourTawel�ry• ��*ro tererse side for sppeprrtats address. 1. Arlical'+oninumber 5. Sactfott6l 0n+lieg 2- Dals rKcived — L Mass hlslot"k SCOOn 3. Fee amount T. Puns mumed I 4. ►vIEPA rewired Acvislon su6mittcd. ENt-POEAC-err tl. Applicalionc rnpl - - E►K-EOEA Ceti. rm !. Pe +(itsvw """' $ Chher•80EA Cesi. itt.P¢rmit denied I St10�J R 30TO age Rog %Fd 62:$T au 961LZ so HUG Gr yb le: bt+ rHht. bb! CQMMO IALTH OF MASSACMSETTS _ $o a HIGHWAY''DEP � TMENT TRAFFIC DIVISION SKETCH COW fUNG EST REQUESTED BY FUR L)l I WAY APPROACH IN bARLISTARLE' DATE SCALE I" =40' �I _._.. ..- —.—_ 1 ' 0 t7n i/iJ'��' ��•�fn,i_T -?�•.��Y7`-rn r 1 0� n' .�:,�i'e/*;1'��.,,.1• _ _�Y- a'.. � '- - �.• �� -. .i.:•r N. , s,tT.' ;�F , .�,E=-1' - ..- n4l ' :�, h`•e�.5`,s ;V.�4,,_ L_' �•� ; 'l+'.�°,Af. 14 �.�>� '.�i+�R't,"����� �h-.r"�I� .��:��`'#ar,Hri�... ��Y�_�!!�'�t!�,.r�""¢'14�•ff i�u`,�f'�y�1 �;-•'4 s F `'�I � (`�'r-�'.;c.L +•r: �.�:�i.. --yy,.s 4'li L�i �: t•.M•._lam si. � • "'�r -w<•'L"1�i' 1 .I� .� -cSr+'; ` dam .: , �_,w '•;r„ � i'Ia.JarFr4 iS,li:�+a1f_', ;:rC•''Y/A is 8tiO� Q ZOT9 He 809 ld aG',tT al 98/u/s 0 ** TOTAL PAGE.007 ** r . I SILVIA & SILVIA ASS6CIAT'ES, INC 619 Main Street Centerville, uA 02632 Telephone (508) 775-1442 Fax (508) 77117626 ICAX TRANSINIITTAL Bate: August 28, 1997 To: Ralph Crossen I Front: Ronald J. Silvia j Fax A 790-6230 Pages to Follow: 2 Ralph - Attached please find a copy of the Final Certificat of Compliance for the Route 132 Project from the Cape Cod Commission, At this l}oint, I would appreciate it if you would. issue the final Certificate of Occupancy for the Building. tf you have any questions, please call me. Y i Please let my office know when I can pick up the �inal Certificates. Thanks i I .Ronald J. Silvia i i I I I I Please call (508) 775-1442 if all pages are not receiv d or transmission is unreadable. i 1O'd Ul WUJd WdOE:VO L661-6Z-60 1 CAPE COD COMMISSION p 3225 MAIN STA ET Y P.O. BOX 226� BARNSTABLE, MA 62630 O 5�` FA(X(508)362-31b6 E-mail:74260.3152#coml�userve,com FINAL CERTIFICATE OF COMPLIANCE I Date: A ngust 29, 1997 Applicant: Brislane Limited Venture Rea4 Trust. c/o Joseph Keller 10 Derby Street Hingham,MA. 02043 I RE: Brislane Limited Venture Realt� Trust 1489 - 1513 Route 132,Barnstable, Nlassachusett.< CCC#TR95012 . I hereby certify that Brislane Limited Venture Realty Trust, applicant on the above referenced project,properly complies with the conditic ns of the Development of Regional Impact decision dated October 5, 1995, sufficient toobtain a Final Certificate of Compliance for the project as depicted on the plan title J Landscape plan,dated August 1995. A Certificate of Occupancy for a portion of the Western building and the entire Eastem building has already been issued. In order to maintain the validity of this Certificate of C mpliance,the applicant shall continue to comply with all conditions of the DRI deei..ion,including but.not limited to the following ongoing conditions: 7).The two proposed specialty retail stores in the development shall be limited to the following land-uses. i. Quality apparel(clothing store) i ii. Hard goods(computer store) iii. Dance studio iv. Real estate office V. Furniture store vi. Hardware/paint store vii. Health club viii. Racquet club ! Uses other than those listed above will require reviewac a DRI and may involve additional mitigation. i 12). The applicant shall perform a 72-hour traffic volurhe count on an average summer weekday at the site drive, one year following from the date of issuance of a final Certificate of Compliance from the Cotninission. The traffic volume data shall"'submitted to the mrt> Co ;ssion staff. i i I I I I I ce'd O�Z9O6L Ol Oc.�L-TLL-8G�S WOd._] WdTE:t,O L66T-6E-8O i i I Final Certificate of Compliance Brislane Limited Ventre Realty Trust. 15).The Applicant shall comply with the following requirements: h All corrugated cardboard generated oni the project site shall be collected, separated and recycled; j I A separate bot`Jle return section in eacl retaiI business sbail be provided to enhance the return/recycling of glass and alutpinum; iii. All businesses skull be supplied with receptacles for the collection of recyclable products, iv. Each retail business shall provide for tie collection/recycling of both plastic and paper bags and shall provide for the repair or recycling of all wooden pallets. I 17). All material considered hazardous which is being held as inventory prior to being offered for sale by the tenant stores shall be stored in an area wit impervious floors and without floor drains. All tenant stores shall be required to both report and dean up releases of any hazardous material or waste. i 19). Non-retail businesses shall have no more than 275 gallons of hazardous material and hazardous waste on site at any one time. The applicant,prior to signing leases, shall submit,for approval by the Cape Cod Commission staff,the contingency plan. Copies of the approved plan shall also be provided to the Barnstable Health Departinent and Hyannis Fire Depanment.The applicant shall submit a contingency plan for new few nts prior to signing leases. 25).All plant materials shall be maintained. Maintenaoce shall include but not be limited to watering,fertilization and pest:management. Installation of an irrigation system is recommended. I As regards the requirements set forth by the decision c f the Cape Cod Commission,the Barnstable Building Conunissiorter is hereby authorized to issue a Certificate of Occupancy to occupy all buildings permitted by the decision, including the remainder of the western (office)building. I 29 Dorr Fox,Chief Regulatory Officer Date i i Barnstable, ss. Commonwealth of Massachusetts Subscribed and sworn to before me this �.�day otTi� 1997. I Name, Notary Public My COmmlSSlon expires. �U i p'�otrsres l�eca,nFr,,S,99y i i i za'd B�Z9a6L Ol W08� 66i2:b0 2,6Fi-6Z-oE' llinll li I�a n. y I ;a I I Ili 8�IIIII'Ilill. .I ®. I IL. l;. IIIII(li!I' Ili! id 1 1 j1 1 ' C i:II.,I!iIJ I 4 F ll31 D ®!' O p;; z � ':.I' III'illif II� 1 il1t llliit ce I'I` II I II, va e oe a: ELEVATION 5 c-.1 IAre eenvws - APRIL-sc eon.I40'OFFICE BUILDING Silvia & Silvia bsoclelcf.Inc. OE901 MET hQ Q eump0•ENJOCAE•e®GM® ca•M�� ON��N FINANCIAL PLACE W,�• a;„�w � ROM 132•BARN5TABLe•MA ES i -- i'�iih II l.fl•'� lil ��I i�;liil I ! Ili II�Ijll li II III ' a s I! i a I TINVx% II b IR 1 ® , I'�Ili ,I O I!h I ,II,: %J) I i i - Rc I <ij > OD zz 911 k I � w II I III i e DAM: ELEVATIONS carn , DAM WAsws y APRIL-96 80'■140'OFFICE BUILDING Silvia & Silvia Aesocfelee,Nc. FINANCIAL PLACE e,ems"°°`° .,w.. ROUTE 132'BARN5TABLE'MA �•d r, a _—.—___ 9�rl• !— ----------I------—'--I------— — II 0- ;�. z ayFv �L S I S — I •I i$ — I F3i I I � Mr ! I 4 2- I O L�4 —� -------E p ' I rQ iE t ° its a ,J€s4� C� I jdl�?gin It •I j j' � i I I. 25'-II' I %'A- DOE FOUND A T 1 O N PLAN covmiwr ova NE�,9oxs AFR1L-96 80'x 140'OFFICE BUILDING Silvia—Wes,Silvia _ oc9or FINANCIAL PLACE RDUrt 132•5ARN9TABLE•MA ml e_Iw ew w'm`ate n°" ac«m ------_-—.b. I ® O Q © O Q +•�T a'y c'.o� I I;- ------- , I 0 p e — ------M-- ---�•-------� - =—p 9 o � ° - �.- _ 4--o I I I 3 LL m i r i I I i i i ,. o b ® o °AR FLOOR PLAN camr�r - °ea RE`A9w5 APRIL-96 80'■140'OFFICE BUILDING Silvia & Silvia ,a Asa Msoeietee,Ina, Waif ne cnw�°�s'• n[s Nod uK FINANCIAL PLACE 'Nevi ROUTE 132'BARM5TABLE•MA gem m�w ,o.a.a.mr arc«m S:. I I i. i. it a� dg g 9 � g o L j M1 I e- — — —' - ® I I c I _ � o I I �IR]CNEDVXXAO�L►n cOYMMIf/L11J�a24"Oc. Mall 4 - I----- I I I i i i i1i i i - I I I I 11'�6- I 25'�II' 7fi�0• � t5'�11' I f-1` M1f aa�o• - � °1 ti$4 e Jam. O•m ROOF FRAMING PLAN COP1P�dI o�h Ileasas AML-96 90'a 140'OFFICE BUILDING Silvia & Silvia „v,a,,,,,,,0,® bsaclelet.Inc. d:9a FINANCIAL PLACE aIs nm ay.n `�:rsn�ln ducal c.e....el..W aeoa aaw m ilm..ev ROUTE 132•BARNSTABLE•MA I>on,n-Ica "°"wIa a I w"n oa:am A - 8 � 8 F—s - - -- - - - I r-- _—O ---- --- ---- S s s � § — --— --------------------- — — — — a s s ----- . k — � Y E Q O i H N = ' \ O O o `^ y 6 v a I a G) c O O 0 BOPTOM OIOH7 or V XV TRLO%5 0 2411 O.C. Y 9 � t 9 I i I; 116• 2511' 26'-0• I 2s'�u' e.} to � I c ROOF/CEIUNG FRAMING FLAN C°P AiGXI 0"a ae"SaXs APRI1.-9G BO'.140'OFFICE BUILDING .Silvia & .Silvia Meoclelee.lue. °ESId SMC(T X°. OT FINANCIAL PLACE ''"'°'°'•eO10°°`°'0L1C""' �,.,,,,, ROUTE 132'BARNSTABM•MA ,eon,>re-wW`� n artaen i I s ---------- --- yid D N a I W I 1 I ----------------------- 2 0 I OAM- 5ECTION/DETAIL5 cavmror oAc nn+sas AFRIL-96 90'■140'OFMCC BUILDING Silvia & Silvia Associsle..Inc. asrn.As:n caw:u. asu •;qN➢Ol!•mmom•DmCAm n..f.AA FINANCIAL PLACE oowo w ORA fC MN ROU 132•BARN5TAW•MA Qau �a F`a i 16' I I {r 9n O I_JT----- 1 Ix p' _ D >� I p� I� s4 rt" a �9 ^ W. J p r a WE' 5 E C T I O N/DETAIL 5 cavm w" OAK xcNsv s AML-9G BO'a 140'OFFICE BUILDING Silvia el&"Silvia smxs n noun, �9q FINANCIAL PLACE ROUTE 132'BARN5TABLE•MA Ima^^-Iw ,c,.all.sx scam o v t' 17 C 7-6' I � - + I i I gs ,I g I .I ti n ?cF o All ilk tit I I i I ' I •I I I I • � I I � Y (I o f I � g96�+ DIME SECTION/DETAILS cavm nl DIa xE va AML-96 BO'"140'OPPICE BUILDING Silvia & .Silvia Assoelelas.Ine. rT FINANCIAL PLACEROUTE 132'BAWI5TA=•MA -SENT BY:Xerox Telecopier 7020 : :5-29-97 3:47PM Barnstable Gounty-+ 79062304 2 Of 8A CAPE COD COMMISSION �a i3225v IYAN STREET , P.G. BOX 226 BARNSTABLE,MA 02630 (508�382.3828 CWJ FAX(508)302-3135 E-mail:74260.31526 compuserve.corn 5 r*t R i rr7• 7"G; Iw ."C 11917 Date: May 29, 1997 Applicant: Brislane Limited Venture Realty Trust do Joseph Feller 10 derby Street Hingham, MA. 02043 RE.- Brislane Limited Venture Realty Trust Certificate of Compliance Western Building(office) I hereby certify that Brislane Limited Venture Realty Trust, applicant on the above referenced project, properly complies with the conditions of the Development of Regional Impact decision dated October 5, 1996,sufficient to obtain a partial Certificate of Compliance for the Western(office) building as depicted on the plan titled Landscape plan, dated August 1995. A final Certificate of Compliance will be granted for the remaining space in western building upon meeting the remaining conditions of the DRI decision. In regards to the requirements set forth by the decision of the Cape Cod Commissions the Barnstable Building Commissioner is hereby authorized to issue a partial Certificate of Occupancy for Smith and Barney, Inc.,to occupy the eastern portion western(office)building. g%77 ando J. Carbonell, Executive Director Date Commonwealth of Massachusetts,Barnstable,ss. Subscribed and sworn to before me this - day of ' , 1997. n, vvl� Name,Notary Public My Commission expires: CAPE COD }COMMISSION O U 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MA 02630 9`rsA S��S (508)362-3828 CHV FAX(508)362-3136 E-mail:74260.3152@compuserve.com IFAMUI[AL 0I9II UHITIICCAPTIF 01F C©mipff'HAKCIR Date: May 22, 1997 Applicant: Brislane Limited Venture Realty Trust c%Joseph Keller 10 derby Street Hingham, MA. 02043 RE: Brislane Limited Venture Realty Trust Certificate of Compliance Eastern Building(Commercial) I hereby certify that Brislane Limited Venture Realty Trust, applicant on the above referenced project, properly complies with the conditions of the Development of Regional Impact decision dated October 5, 1995, sufficient to obtain a partial Certificate of Compliance for the eastern commercial building as depicted on the P g P plan titled Landscape plan, dated August 1995. A final Certificate of Compliance will be granted for the western building upon meeting the remaining conditions of the DRI decision. In regards to the requirements set forth by the decision of the Cape Cod Commission, the Barnstable Building Commissioner is hereby authorized to issue a Certificate of Occupancy for the eastern (commercial) building. 2z l �s� Armando J. Carbonell, Executive Director Date Commonwealth of Massachusetts, Barnstable, ss. Subscribed and sworn to before me this day of , 1997. Name, Notary Public My Commission expires: 1 PHILBROOK ENGINEERING & 107 BEACH ST��3 DENNIS, MA 02638 CONSTRUCTION 1-508-385-8682 ENGINEERING DESIGN • CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONS "19 February 1997 To: Town of Barnstable Attn: Mr. Ralph Crossen Building Commissioner Hyannis, Massachusetts 02601 re: Financial Place Silvia & Silvia Assocs. Route 132, Centerville, MA Dear Sir: In accordance with Para 127.2.2.3 and 127.2.3 of the Massachusetts State Building Code this let- ter shall serve as documentation for the materials and satisfactory completion of the building frame. The construction is in adherence to the plans pre- pared by Northside Design Assocs. and Philbrook Engineering including all relevant shop drawings. Two undone items are of a minor nature and will be checked; atrium strapping and portico anchors. I have performed continual site inspections of the work thru 18 FEB 1997. I certify that the frame is constructed IAW the Massachusetts State Building Code and is suitable for its designed use. Respectfully submitted, Of T. VARNUM T. VARNUM PHILBROOK P.E. sECI;A�vICAL U No. 30690 s'sGISTE�``����`� 1 Inclosure: Copy of Contractor's Construction SfONAL Eli' Inspection Report `I ENGINEERING FIELD REPORTM/ORKSHEET Project No: �95 Ss ' MA 028]B"sme� Sheet No: I of Z DENNIS. 1.508 08-3 3B5BB7.8 I L - MEMO FOR RECORD: 19 February 1997 Subject: Construction Inspections - 6, 13 & 18 FEB 97 Financial Place; Units Left & Right . Location: Route 132 Project No: P95-95 Centerville, MA Weather: Cool & Overcast Developer: Silvia &' Silvia Assocs, Inc. oaa Notes from Inspection: 1 . These inspections were conducted to check wood and steel frame work. Final efforts are underway to complete the front covered walkway tie-down connections . t 2 . The status of on-going or completed work: z a. Strip Foundations - 100% b. Interior Floor Slabs - 98% c. Steel Frame & Connections - 100% . d. Metal Roof Decks - 100%% e. Wood Trusses & Diaphragms - 100% i f. Stick-built Roofs & Diaphragms. - 98% g. In-fill Exterior Partitions - 100% h. Exterior Millwork - 90% - 3 . Several walk-thru inspections have been conducted since the 4 FEB 97 Inspection Report.. The following items have been, specifically checked w/ modifications accomplished as directed and verified: a. A roof truss outrigger was directly blocking a dormer window and has been cut-back to the load bearing panel point in the field. Sheathing was cut. and a header installed. b. Base plates needing welded connections to cut-off anchor .bolts. have been plug welded. c. All bottom chord lateral bracing on the main wood trusses is complete. d. The 2"x 6" wall sills have been nutted down. e. The following line does not have bolts but has been fastened w/ powder actuated nails . D. 1-10 to G-10 . f. The following beam lines have been upgraded to bolts or re- inforced w/ wood tension sheathing: A-4 . 1 to A-6. 1. B.2-8 to D. 1-8 B-l .to C-1 B.2-10 to D. 1-10 B-3 to C-3 F. 1-4 . 1 to F. 1-6 U E-1 to E-2 G-9 to G-10 g. The framing members and connections for the Atrium Tower are OK as framed. w/ the addition of stub rafters'. P82-FRW-7 C(OPY s PHILBROOK P i5_SS ENGINEERING 1 FIELD REPO RTJWORKSHEET ! Project No: •- / 107 EEACN STREET OENNIS.MA 02&W Sheet No: Z of Z 1•SOB-395-9yg2 MEMO FOR RECORD: 19 February 1997 Subject: Construction Inspections - 6, 13 & 18 FEB 97 Financial Place; Units Left & Right 4 . Work on the following is on-going. These items are related to the frame design but occur outside, are readily open to inspec- tion, and do not preclude the begining of interior finish work. All items will continue to be checked thru completion: a. The central Atrium needs bottom chord lateral bracing for the site-built roof trusses . This will be in the. form of 1"x 3" strapping @ 16" o/c placed by the Vinyl Contractor. b. The rear connection detail for the parapet wall was modified N Nf to provide a stiffer wood to wood connection. Short (4 '0") 00o sections of PT 4"x 4" have been, laid flat, double 'J' bolted �oo to the .steel frame and flashed to thecroof. These provide a,ey stronger bases for the parapet framing and still yield open spaced drainage channels . c. Uplift connections for the front covered walkways are,being 2 installed. Due to an elevation error the front roof now has a pitch to it (-2/12) as opposed to being flat: This gives additional uplift restraint from the building frame. As - discussed on-site the column tie-down requirements are some- what reduced. The cable detail was modified to allow for the use of 1 piece round columns instead of split units . `-� 5 . Based upon these inspections a Certificate of Frame Completion will be issued. Remaining items are of a minor nature and will be .checked prior to completion. t�rtr..1rv-- T. VARNUM PHILBROOK, P:E. Philbrook Engineering cf: Northside Design ® P82-FRW-7 - a i i •-ram — w�^aaeM+liR�1R�!OONM -�•� Mi•;M� FYNt 1:Isf:�kL1: 14 Subject: C:onsLruc:ti.rin lnsl-c:ctlnns - 6 & 13 FE13 97 Lei natrc;i dl PSaCe,; Urlit„ .Left_ 6 k i qt,t Lcrca Liorr: ltuu t.r. 13?_ FTrvjec:k No: P9.ri-95 renterville, MA Weathc!r: CoCq s Dvcrcast. I)eVQl()ptr•: Si•I vt:i & 5 i.lYi a Assocs, Inc:, NnteS i t-(Am J r,slaecL i on: 1- Those inspection; were conducted to tinal check framing work. Coordirtatior, if! underw4y to cv1rp.Lrttf-m ew ancl tde1 tttils for issuance of. a CompI,tt•iorr of Framc i:ertiric:ate, '.. The r,t a 1 ,a,5 I.q.. crtl goi nq OF' Ccamja7 P t r.(t work: a- SI-rip Fmind4Lians, - 100% b. Inl er-iar Fionr SLat)s -- 9R-% — Steel Fy-w 1p & Connert i c,ns d. Met.,i1 kr.,ur Dea<:k.; - 100%9 c . Wocx! 'PT,r;;sea:= & Di.,phragm(3 - 9R�r f_ St_i c:k-I)L i 1 I. voo r;, & Diaph raclmrs - g$ q. In-t(11 FAt..ar-ior Part i1.Lorm - loth? II. Exterior Millwork - 90-t :i• Additional walk-thru in,:pectinns have bcrn r�onducteci. The fol- lowing i t:CM-C %,sore r..hecked. Some nond final work: a. The re n t ra 1 At,rl:utrt noedc, bOt tam c;hc)r,.,l 1 a t.cral braciny for t-he s i l.e-bu i It. r,:jnI t.rus5e. This w i 11. be Ln the Form o f 1"X :1H Stt•� Sin @ 16" v C F�F 9 / pia. <� by 1 he vinyl c:ont r•.rc:tor•_ A c•.c)upl a csh h•:ases a r ce missing aw-hor hr►7 1 S; p.2-H & Thiess in the Pre,c,Pemm of tier i ng ueelcind w/ pl,tg we lcis. <:. All bot_Lom churl latordl brac•.ing on LIM maim WoOd Lruaar.s i S comp]. c. d, All 2"x 6" wall :iills, at•e nutte(I (JowTt, "} c:. 9-;)me ur Lhc tr•inv; nailing slovpern at:ed final C011ne?c:t.l.ons. Them. OCCUr nlc,nct lines: l+ f II.1_-G to D.1-6, D.1.-9 to D10. } � The tot lowing line dr c::; not have boLts but has; been fastenec w/ powder 'cl.uutcd nails. This line will be checked for ad(munr..y (by l ackie r); D-1-10 t.Fr,- ) (;-1.0- 'ncn, tol Lowi ng t,e;jrn I i TICS have been upiraded to boLts or re- in(or•c e-d w/ MICA t.enn i on sheathing: A-AA to A-6.1 13.2-H Ln 1).1-1I B-1 to C-1 D.2-10 to D.1-10 0-3 to C-3 F.1-4 .1 to F.1-6 E-1 1.o L-2 r3-9 Lc G-I0 At -� _per.@mQuaaaa7 •J, l•• - •aa`ri~irwivtr:.v.ir�..:Iff1 ._ M!-A0 i'UR RE(;QKD: 14 l.'ebruary 1997 Sub j ECt.: I n 3p(ac:t 1<aris - 6 S 1.3 FEB 97 Fit};inc:i.z l Vl;ac:-e; Uni l.s l-t't t S 1ti(alit 4. Work if finishing on tho cloning the building to the weather. !. t aloe The flat xrvt is bci tag c-camp. e � 9 the rear parapet wall. The stzindard. rooting in nrata finished, including the tower. ;;idew.all work is underway. A Few coordinat-inq detdllm were r-ersul vcj for 1111;r1 work; a- 'I,im rear corinctc-tion dol.ai1 1.01 t.hc parcq)(It wall was moditiec (:c) provide aSl.if.tt'r' wr.,cad i.c) wood ronnec:t.ion. Sl;ort. (410") Sect i orts o I in, 4"x 4" wi L i he )aid 11 at., '7ouble J' hc)4 t e. d to the steel tramc and tlauh&i to the roof. These will be the base ^ill^ for the pzrapct- training brhile providing dual spaced drainage ripenings- b. A r-ouf trust. out-r igcles i:a directly blor.;kinq a dormer window 1� and wi 1 1 be Cut -bark to Ehe I o,3ri bearing panel lx)int in the 11 Hid. Sheath i rig has been cut, a he:icier is st i 11 nPe(ied_ lipli I1. conne't.10n4 tor• the f'rorit: cover.tx'i walkways need to L't inst-xiled. ()ue to an elevation error the front r nf now ha! .'a pitch tin it (-.2/12) :Is pl)lxaacjci to being tlat.. Menoe, 8ry,me Kidd i Lion;al upl i C't. ressLra i Tit will be provided by the t ront. wall ur t.liF i`quilciirty- • r-iiS(-us:30d ut!-site. Lite eollutut tie- dowra requi rrrclont.:; are re:dur-rid. TIM t;i a-dc)wn dotal 1 will be site t-ed t.0 al Low s0l Id wood in a spl it column. rrt d. q hE- i r-;amiTag M"T't)e)', "d C-CMif+c,t i OTas fn r the Atrium Towr?r are tc•,o high t.o check from the yrouTid. The member sizes and the traminq anchorages need to be vcri.ticd- 5. H:ascd upOn - - C:ert.1 t i cak-C ()1 h'r:irrir` (:c)cnl>l etlan. Ftemairr i ng i I.ems Cart be. li ritCC ;1 y srrta j er.t L0 i i rlrt I c.carrapl e'L.ion and inspection be- tore tin.ish cove.ringN. 08 '33 ofVE r Town of Barnstable Zoning Board of Appeals . BAMSTABU , . Planning Department 9� MAS& g' 230 South Street,Hyannis,Massachusetts 02601 .s639 �0 '°lFD 39 (508)790-6225 Fax(508)790-6288 August 08, 1996 Timothy W. Dwyer, Vice President Real Estate Department The First National Bank of Boston v 100 Federal Street Boston MA 02100 , RE: Brislane Limited Venture Real Estate Trust-Town of Barnstable Zoning Board of Appeals, Special Permit Decision No. 1996-06 file 1-080896.doc Dear Mr. Dwyer, It has come to the attention of the Zoning Board of Appeals that questions exist in the interpretation of the Decision reached by the Board in the above referenced Special Permit and its conditions, specifically Condition No. 1 and 2. The Board members ruling on this decision discussed the intentions of the conditions at issue at its meeting of August 07, 1996. The intent of the Board in Conditions No. 1 and No. 2 was to permit one of the retail uses to be that of Nevada Bob's, a sporting goods store and the other to be a Specialty Retail use as further limited by sub- conditions itemized as 2A through 2D. It was the intent of the Board in making its decision that the sporting good store would be one of the tenants in the space governed by Conditional Uses Special Permit. Finding No. 12 references the Board's understating of the retail uses and specifies"Specialty Retail Stores" as listed in the Cape Cod Commission DRI Decision and as submitted to the Board at the Hearing of April 17, 1996." That hearing of April 17 is discussed on pages 2 and 3 of the Decision under"Hearing Summary". On page 3 the retail uses are identified; the second paragraph discusses the Specialty Retail and the third paragraph cites the other retail conditional use identified as"One tenant of the retail space will be Nevada Bob Golf which is a low traffic generator." It was also the intent of the Board that should Nevada Bob vacate the building, the permit holder would have to come back before the Board for any other retail use which may generate more traffic. Respectfully yours, Ron Jansson, Acting airman . c: Philip Magnuson Town Clerk(file Brislane) Building Commissioner ZBA File 1996-06 a ay r7 NAM The Town of Barnstable 6-- Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 � I Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner April 9, 1996 Robert Baum 20th Floor Fifty Milk Street Boston, MA 02109 Re: Site Plan Review Number 57-95 Brislane Limited Venture Realty Trust 1489- 1513 Iyanough Road, Centerville Dear Mr. Baum, On behalf of the Site Plan Review Committee I would like to thank you for providing the requested information of the Mass Highway Department Curbcut Permit and Cape Cod Commission minutes of the Regulatory Committee Meeting of 3/11/96. Those conditions of approval have been met. Please be aware, however, that Site Plan Review Committee has not authorized you to close the abutters curbcut. Please be informed that a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. Should you have any questions,please feel free to call. Respectfully, R ph roosen Building Commissioner RMC/ab r �I ;r SENT BY�Xerox Telecopier 7020 ; 9-11-97 ; 3,24PM ; Barnstable County- 7909230;4 2 i o� 544. � CAPE CO® COMMISSION 3225 MAIN STREET g� P.O.Box 226 BARNSTABLE,MA 02630 • e 508-362.3828 FAX:508-362.3136 DATE: October 5, 1995 TR# 95012 TO: Robert J. Baum, P.C. 20th Floor Fifty Milk Street Boston, MA. 02109 FROM: Cape Cod Commission RE: Development of Regional Impact �q filiayLC A, Fcotioh 3(o), gKrzxwLu1:-10 On,sniw i Jrdinancse 94-10 "r 6Aq ' q atn•r,.. PROJECT: A proposed 22,522 sq.fte 011ice/A , 'It" pyelopment 1489-1513 Route 132, Barnstable, Massa usetts BO01VPAGE: Book 8779 Page 61 pr UON OF T� CARS Con MM.WN SV Syr: 191M-AR �p�riaC ea Met. ° The Gape-Cod Com ; ',commission) hereby approv , th conditions the � � application of BrisL, a.F •s+'a �� ^R Ty rrl�, a Ph w� "for ' a Development of Regional Impact (JU W . '� ; lsi >" stable County Ordinance 94-10 as," " r ` ft' p cahetail development, as 4 4 Y ehow�z on plane cntl � a , w�n �y ttrtl 1 `Trust, General Layout Plan, dated August a �r,.p pare "�. a.`,? , illiam C, Nye of tie ter & Nye Inc; Osterv$ �eliminary landscape Teri;' >s#, 4� revised septembe 14, 1995, prepared b via and Silvia Associates, Inc., Centerv311e, MA., and the Potential Site?'V"Ivay, eway Mitigation, Route 132 Developmerj; Barnstable,MA, Figu e 8A, prepared° F Spofford & Thorndike, Inc,, Boston.o-MA., in so far as they arse consisto "With the conditions of this decision. The decision is rendered pursuant,to tho vote of tho Cemrni aai nn inn September 21, 1995. I PROCEDURAL HISTORY The proposed development was referred to the Commission on May 22,.1995 by th� Barnstable Building Conamissioner, Ralph M. Crossen. An application was filed lion June 14, 1995 and the first public hearing was held on July 11, 1995. The hearing was continued to August 23, 1995 and the subcommittee held meetings on July 27, 199 , September 7, 1995 and September 19, 1995. The final full Commission hearing was held on September 21, 1995, BAslane Limited Venture Realty`mast,Barnstable DRY Decision 10105 i I SENT BY:Xerox Telecopier 7020 8-11-97 3:25PM Barnstable County-► 7906230;# 3 2 PROJECT LOCATION/DESCRIPnON: The original proposal was for one 22,522 sq.ft. building with 123 parking spaces in front of the building, After discussions with the subcommittee the applicant redesigned the project into two buildings ( 11,250 sq.ft. each) with a covered walkwayconnecting the buildings for a total of 28,838 sq.ft. The property is located in Barnstable (Centerville) on Route 132. The parcel is presently undeveloped, wooded and has frontage on shallow Pond. The parcel was subdivided oft'the adjacent property which includes the Rainbow Motel and the Chamber of Commerce information center. The Brislans parcel currently contains the septic systems and curb-cut onto Route 132 for the information center and the Rainbow Motel. MATERIALS SUBX=D FOR THE RECORD 1). Letter from Attorney R.J. Baum to Commission May 8, 19J95 2). DRI Referral from Ralph Crossen May 22, 1 3), Notice letter from staff'to applicant May 240 1 4). DRI application from Attorney R.J. Baum June 14, 1 5), Letter of support from EDC -July 11, 16). Letter of concern from S.&V. Baukus July 25. 17). Letter from Massachusetts Historic Commission July 26, 18). Letter front Massachusetts Historic Commission Aug. 4, 159). Response,to stafl'report Aug. 23, 1510). Letter from Chamber of Commerce re/closing curb-cut Sept. 13, 111). Letter on lighting from S.&V. Baukus Sept. 18, 112). Letter from Attorney Baum RE: decision Sept. 18, 113. Letter from W. Nye RE: phosphorus reduction Sept. 18, 1 The application and notice of the public hearing relative thereto, the Commissionlla staff reports, and exhibits, minutes of the hearing and all submissions received in the course of the proceedings, including materials submitted on file TR# 95012 are incorporated into the record by reference. TESTIMONY The following summarizes the testimony at the following public hearings and meetings: 7/11/95 PUBLIC HEAR1 The hearing opened at 7:10 p.m. Mr. Baum, Attorney for the applicant, opened his discussion'by talking about the j meetings he had with Commission staff'prior to submitting the application. He en discussed the former project that the new submittal was based on. This former project, known as Designer Place, was required to perform an Environmental Impact Report (EIR) in,1989, The current project has been dowvnsized from The Designer' Place proposal from 29,000 sq. ft. to 22,522 sq. ft. This project will only have 3.4 tenants Rr$claanaa UmifAd Varthms Realty Trot,Barnstable DRT j)wiainn 1Q/ 5 SENT BY:Xerox Teleropier 7020 ; 8-11-97 3:26PM Barnstable County- 7906230;# 4 3 and is a very different project than Designer place which had proposed 16 tenants. The current project has a similar footprint and the same basic design and it is the. applicant's hope to have half the building used for office space andithe other half as specialty retail. In addition, there will be about 60 jobs created of which 50 will be white collar, Mr. Baum stated. Joseph Keller, the applicant, discussed prior projects that he has developed and offered to share information about these projects with the subcommittee. William Nye, engineer for the applicant, discussed information found in the Commission staff report. He stated that they will work with the site plan to keep the project out.of the buffer to the wetland. He also said that the proposed project will; keep under the nitrogen loading standard of 5 ppm and will use a denitrifying sys�em if the water resource staff and the Commission recommend it. Finally, Mr. Nye s id that he would investigate alternative stormwater systems for the project site. i Mr. Kaufman asked about test wells on the site plan. Mr. Nye responded, stating that the adjacent gas station had a spill some time ago and they were required to monitor the situation. Gordon Clark, architect for the applicant, discussed the design issues and stated that the general materials that the applicant might use will be white painted clapboar with wood trim. Mr. Clark said that most of the design issues are still up in the air. Mr, Keller said that the basic design is the same as Designer Place. Mr. Kaufman said that it is impossible for the subcommittee to recommend that the project be approved without a commitment to a design and materials list. Gary Hebert, traffic consultant for the applicant, said that from a traffic perspecti�le, this is a very different project than Designer Place. Mt.Hebert said that he received. background traffic information from the town and that the town believes that over the newt. years, approximately 525,000 additional sq.'ft. can be permitted in this area Mr. Hebert said that ho looked at intoroostions first with emphasis on Phinney'a Ti.An? which is a controlling intersection. Mr. Hebert said that he looked at several optio is for mitigating the traffic at the town's suggestion, including double barrelling of R,te. 132 and a traffic signal at Huckins Neck. Mr. Hebert discussed a design concept r the double barrel issues for the purpose of fair share analysis and that he estima d the total cost at of the double barrel project at$ 2.8 million. Mr. Hebert also stated, at he is not proposing acceleration and deceleration lanes. There will be approximat ly 86 tripe in the peak p.m. hour he said with a fair share contribution off about $ 137,1000. Mx. Olsen asked about the number of trips per day, about 706, as specified in the report. Mr. Hebert said that this does not account for pass by trips. Ed Bichner, Commission water resource staff, said that the project is in a wellhead protection area and the freshwater recharge area to the pond and the proposal mist i i Brialane J[.wAted Venture Realty' t,Barnstable DR.I Decision 10/5105 I r SENT BY:Xerox Telecopier 7020 5-11-97 3:27PM Barnstable County-+ 7905230;# 5 4 meet the 5 ppm standard. Paul Tilton, Commission traffic staff', stated that some of the issues in the staff report have been resolved, however, there are two outstanding issues remaining. Mr. Tilton said that the project should be viewed using the shopping center land use class. Shopping center trips are a much higher traffic generator then the number of trips assigned to specialty retail. Also, if speciality retail use classification is allowed, ten. the Commission staff must know what types of uses will be allowed in the buildinr. Dennis Finn, Commission regulatory staff, presented the information found in this staff report, discussing land use, natural resources, community character and economic development. Mr. Finn added that correspondence was still needed fro Natural Heritage verifying that they are comfortable with the buffer to the rare and endangered species habitat. A. notice of project change must also be filed with MEPA, Mr. Finn said. This project is based on Designer Place, Mr. Finn said, and MEP required that project to look at traffic as a shopping center land use class. Mr. Wightman asked about the impervious areas on the site and the impact on th wetlands and habitat. Mr. Wightman also asked if the applicant would consider designing the building as a 2 story structure. Mr. Keller said that the tenant that he has in mind may not be in the building forgver and a 2 story structure would not be economically viable. John O'Brien, Chairman of the Economic Development Council, discussed his i support for the project. He said that there is a flack of class A office space in town Viand it is needed. Ralph Crossen, Building Commissioner in Barnstable, said that site plan review �as not formally reviewed the project. Mr. Crossen added that the zoning for the area!is for Highway Business-District. i Bob Bergman, Town Engineer, said that traffic was a major concern for the town. He asked that the subcommittee weigh the value of a right turn only exiting the site and he also doubts the ability of signage to control left turns out of the site. I. Stan Daukua, abutter, said that he hr a conccr= for water quality and the site's ability to handle the septic system as designed, the buffer to his commercial business, a Ind a discrepancy in the proposed size of the building and what is indicated on the site plan. Gerard McDonough, abutter, said he had concerns about the traffic on Rte. 132 ar d he also said that the hazardous waste material spill occurred on the adjacent gas station site. The subcommittee requested that the applicant work with the staff'to address the outstanding issues. They also voted to keep the hearing and the record open and ghat a new hearing could be noticed when the new information is submitted and analfted. Brislane meted Venttu-e Realty Trot,Barnstable IDRI Decision 101"5 i i SENT SY:Xerox Telecopier 7020 ; 5-11-97 ; 3�27PM Barnstable Gounty-# 790E230;# 6 5 The hearing was adjourned at 9,10 p.m,. 7/27/95 SUBCQMMITTEE W,EETINC= The meeting opened at 1:05 p.m. Ed Eichner, Water Resources staff member, discussed water resources issues with the subcommittee. He noted that the current nitrogen loading on the site is 13 pp which qualifies it as an impacted area. The RPP requires improvements in the nitrogen loading for these areas for new projects. If the proposed project installs bioclear system and such system is also installed on the adjacent site for the Rain ow Motel and information center, this improvement will be made. It was noted that t�e Title V regulations do not permit septic systems on a property other than the project site. The applicant stated that the septic systems on their site is currently servicinj the adjacent Rainbow Motel and information center buildings will be removed. I Paul Tilton, Transportation staff member, discussed transportation issues with the subcommittee. He stated that he and the applicant's representatives had agreed an land uses that have documented ITE traffic generation, the use of 12% for pass by trips and the extension of the study area. He explained that there is a need to see �n overall improvement plan, a need to determine that the applicant is proposing appropriate mitigation and that consideration should be given to making � improvements to the 132 corridor prior to approvalof this project. I The applicant's traffic consultant stated that they are proposing to construct a left; turn lane'on Route 132 into the site and only allow right turns out of the site. The j subcommittee discussed other Options such as a ventral median, jug handles andl inquiring of the state which improvements they would approve of. I Mr. Baum, the applicant's attorney, reviewed the revised site plan and perspectiv, drawings of the project with the subcommittee. He stated that the revisions reduce the strip development-appearance of the project. He noted the landscaped berm, which included large trees to hide the parking, the relocation of additional parkin to the rear of the building, a false second story and pitched roof to reduce the appear nee of a one story structure and the shingles and white trim, Bennis Finn and Dorr Fox, Commission staff members, discussed the design of t o project, noting that it still did not meet the minimum performance standards in the R.PP and that the flexibility clause would need to be involved. Mr. Finn noted that much of the landscaped berm is in the road right of way and needs to be relocated.' He also stated that even if the project meets the minimum performance standard through mitigation, the project's detriments may still outweigh its benefits, particularly with respect to traffic. Ron Silvia, representative for the applicant, showed the subcommittee a drawing entitled Proposed Revisions to the Site Plan for Brislane Limited Venture, dated July 11,1995 by Greg Guimond of the Commission staff, which demonstrated how the i project could meet the minirnum performance standards. He noted that there was a Brnslane Limited Ventum Realty Trust,Barnstable DM Decision 10/&65 I i i SENT BY:Xerox Telecopier 7020 ; 8-11-97 3:28PM ; Barnstable County-+ 79062304 7 6 need to have parking in front of the building because future tenants would require it. Without this parking, the project would lie vacant. All of the subcommittee members stated that they pp liked the applicant's redesign of the site plan of the project. Sumner Kaufman stated he believes that the berm adequately hid the parking, Vicky Bebout suggested that the applicant explore locating more parking in the rear of the building. Paul Wightman requested that there be an environmental assessment of additional parking in the rear. Lance Lambros inquired about the possibility of having a shared curb cut for the proposed project and the adjacent commorci.al development. Mr. Baum stated that providing access to another property owner presented liability issues. Mr. Baum noted that the access to the adjacent site will be closed off. Ralph Crosson noted that the project may need a variance to the town's lot coverage requirements. He will investigate the matter. The subcommittee noted that the Massachusetts Historical Commission (MHC) believes that there should be an archaeological survey completed on the site. Mr. Baum stated that he would coordinate this matter with MHC and Sarah Korje#f, fire .Commission's preservation planner. While concluding the meeting, the subcommittee confirmed that they liked the architectural design of the project an there is a need for additional transportation information. Regarding the location of the parking, Mr. Kaufman believes it is sufficient as long as it is shielded by the landscaped berm. Ms. Bebout believes that more parking from the front should b moved to the rear. The meeting was closed at 2:35 p.m, 8i23/95 PUBLIC NEARING The hearing opened at 7:13 p.m. i Mr. Baum, the applicant's attorney, presented changes to the plans of the project.I He explained that the Massachusetts Historical Commission (MHC) had withdrawn its request for an archaeological survey, Greg Guimond read a letter from MHC dad August 4, 1995 withdrawing the request. Mr. Baum stated that the applicant hadl modified the plans to lessen its appearance .as strip development. There is a landscaped berm, the building has been repositioned, a false second story has bees added as well as other architectural features and most of the parking has been II removed to the rear of the building. He explained how the applicant has addresse the traffic issues that had been previously raised. The drive through use will be eliminated and when the use of buildings change in the future, the Commission will review the change. He also submitted new site plans, landscape plans, floor plan and architectural renderings. William Nye, the applicant's engineer, reviewed the landscape plans with the committee, noting the landscaped berms and the increase in the undisturbed vegetated areas. He stated that the plans meet the zoning requirements for open space. Ralph Croseen, Building Commissioner for the Town of Barnstable, couldinot Brislane Limited'VenhLm Realty Trust,Bamstabie DRI Decision 10/5/ 15 i I t SENT BY:Xerox Telecopier 7020 8-11-97 3:29PM Barnstable Gounty4 79062304 8 7 verify this statement since he had not been given the plans. Ron Silvia and Gordon Clark presented the landscape plans and the architectural renderings, 'They noted that the sidewalks would be made of brushed concrete, th{e sides of the buildings would have cedar shingles, the roof would have asphalt shingles and the HVAC equipment would be hidden by a false facade similar to a parapet. The overall look was intended to be reminiscent of a Hyannisport cottage. They also presented the design of the freestanding sign. Gary Hebert, the traffic engineer, stated that he had spoken with Sue Pommrehn Ion the Commission's staff prior to the meeting and that they had resolved all the outstanding issues. I Mr. Guimond presented the staff report, stating that there are several unresolv issues: He stated that there should be sidewalks leading into the site, there should be more detail on the landscape plan, there should be increased buffers from the adjoining properties, there should be more information on outdoor lighting, a eopi of the sign plan should be submitted, final site plans should be submitted showing the . closed curb cut and modified road right of way and architectural renderings and landscaping plans should be submitted. Submittals should be to the Commission�y August 30, 1995. Ms. Pommrehn inquired whether there would be a bank in the project. Mr. Keller, the applicant, stated that they will not propose a bank since t ere is concern over the amount of traffic it will generate. If a bank is eventually proposed or anything that does not fit the ITE definition of specialty retail, the applicant will return to the Commission for further review, Mr. Hebert stated that there would be a right turn in/right turn out only in the king range plan for the project. For the first five years of the project, however, there will also be a left turn in. i Sumner Kaufman noted that a left turn into the site will be very difficult and hav I a major impact on traffic. Ms. Pommrehn noted that the applicant'intends to wide Route 132 and install a left turn lane which also provide stacking for a few cars. he noted that following the construction of the left turn lane, the road will operate at!an acceptable level of service. She noted that the plans need to be modified to reflect tat the road right of way is 200 feet. Lance Lambros inquired about the possibility of a joint entrance for this project with the adjoining building which contains the Chamber of Commerce. Mr. Baum gt ted that they did not wish to have a shared entrance due to liability and other legal is�ues. They will close off the curb cut into the adjacent building once Financial Plaza is constructed.Ms. Bebout opened .the hearing to public comment. Mr. Crossen noted that several issues will be reviewed by the Barnstable Site Plan Review Committee. Stan Baukus, the adjoining property owner of the motel noted that there is no bu�'er to his property from this project. He stated that he would like to see the existing trebs remain as a buffer.. It was noted that there is a 30 foot building setback under the' Brislane United Venture Realty Tract,Barnstable DRI Derasson 1015 5 i I f SENT BY:Xerox Telecopier 7020 ; 8-11-97 3:30PM ; 3arnstable County-4 79062304 9 town's zoning bylaw, but the driveway can come up to the property line. The appliicant stated that they could provide a buffer which could be approximately ten feet. They: will return to the next meeting with revised plans. The applicant stated that they like their project better now following the Commission's DRI review than their original proposal. Mr. Kaufman noted that he is still concerned about the allowance of cars to turn left into the site. i The public hearing was continued to the September 21, 1995 Commission meeting A subcommittee meeting was scheduled for 1.1:00 a.m. on September 7, 1995. j 2M5 5UBC0_bJ1VIITTEE MEETING= The meeting was opened at 11:03 am Staff updated the subcommittee on the review of the information submitted the previous week. A document containing draft findings and conditions was distributed. It was explained that the bold type covered areas of concern that had been raised a previous hearings and meetings. These issues needed to be reviewed to make surip they had been addressed to the satisfaction of all parties. It was recommended that the focus of the discussion today should be on the curb cut issue due to the information received this morning regarding left hand turns out of the site onto Route 132. If t;e traffic issues can be resolved then the discussion could proceed with reviewing th draft findings and conditions, Icon Silvia said the applicant is willing to enhance the stormwater and septic.systems. However, they would like to revise and settle.the concept site plan first and then d4al with changes to the other plane. Sumner Kaufman said he believes the plans need to be finalized to address the it sans previously discussed and agreed to by the applicant prior to the final public hearing. Paul Tilton discussed the site drive issue based on his phone call with the district office of the Massachusetts Highway Department (MHD). The MHD does not like raised left turn islands at the entrance of a site drive. MHD would rather have a long raised island in the middle of Route 1.32 to use as a median to block left hand turn. However, in this case the MHD may allow the applicant to have full access in'and!out of the site (left hand turns)despite Level of Service (LOS) and safety problems. This full access option would not meet the Minimum Performance Standards (MPS) of'the Regional Policy Flan (RPP). After some discussion Bob Mumford suggested Clint the previously suggested interconnection with the adjacent site could reduce pressure on Route 132.'This v�ould avoid the need for new curb cut for the chamber of commerce building next door1 which presently uses a curb-cut on this site which the applicant has proposed to dlose, Attorney Baum and Gary Hebert were strongly against the interconnection and stated the primary problem was one of liability in cases of accidents. They felt by closing!the Br islane Limited Venture Realty Trust;Barnstable DRI Decision 10/5/�5 I i i SENT BY:Xerox Telecopier 7020 a 8-11-97 ; 3:31PM Barnstable County-+ 7905230;#10 9 existing curb-cut they were in a sense proposing a no net-gain regarding the eurb,cut on Route 132. After more discussion on the matter Greg Guinzond suggested the following options: 1. The subcommittee could approve the plan as proposed by the applicant and if MHD requires something different, than the applicant would then have to some back to the Commission for a major modification of the project. Staff would recommend this because the applicant from the beginning of the process k3lew of this issue and has not resolved it concurrently with the Commission and MHD as preferred by the Commission. 2, The applicant could propose to the Commission a plan to modify the median to prevent left hand turns and would meet MHD design preferences. That design could then be reviewed by the Commission now and be discussed at t�e final public hearing, 3. The applicant could propose an interconnect to the adjacent property thereby reducing potential left hand turns (off and on) Route 132. This design wouldi also benefit from having public comment at the final hearing. 4. The final option is the subcommittee could recommend denial of the project at this time due to the unresolved nature of the curb-cut and the Level of Service (LOS) problems, safety problems and failure to meet the Minimum Performance Standards (MPS) of the Regional Policy Plan (RPP). I After further discussion staff'reco=iended at this point that the subcommittee proceed with the first option and the applicant themselves would be at risk of a future delay or possible denial if the access issue can't be resolved in a way which meets the MPS. Lance Lambros asked if we had a design on the table now which would meet the T Fp and could be approved by the Commission. Staff said the raised island at the new entrance with closure of the old curb-cut would meet the RPP. However, staff is troubled by closing th-s existing curb-cut without a inter-connection with the adjoining parcel (Chamber of Commerce) and the potential for a additional curb-cut onto Route 132, i Vicky Bebout asked if the island is big Enough and would it stop care from taking left hand turns out of the site. Mr. Guimond said it was similar to an island recently Put in at Mashpee Commons on Route 28. Mr. Mumford also said that the existing ci4rb- cut for both properties was on this site and that the chamber may then petition for a new curb-cut. He stressed that this was similar to the Festival-South Wind connection which is a benefit to bath properties and the overall traffic on Route 132. Attorney Baum said he did not think that the town or state would allow another crzrb- cut on Route 132 and the applicant did not want the liability problem.. Mr. Lambros asked if the access to the Chamber of Commerce was an issue that should be before Commission. Mr. Mumford said he felt it was an important issue for the Commission because we should be promoting interaction between sites in-order to i I Brislane lAmiteed Venture IUWty Trust,Barnstable DRI Decision 10/5/95 I I f SENT BY:Xerox Telecopier 7020 ; 8-11-97 3:32PM ; Barnstable County- 7906230 411 10 reduce left hand turn conflicts and related issues on Route 132. He added that MHD may allow a new curb-cut for the (chamber and the opportunity for a joint solution' would have been lost, i Attorney Baum said the adjoining property owner deeded away their rights to the curb-cut by selling the land. He stremad he felt this was a liability issue and MHD cannot force the interconnection or relocation of the curb-cut onto the applicant. Ms. Bobout, Mr. Kadifir+an end l'bllr. Olsen favored going with option #1 and not require a shared access or interconnection, Mr. Lambros favored resolving the overall access issue now because he felt the Commission should be planning for improvements t the overall Land use/Route 132 traffic problems. i The discussion now focused on the revised concept site plan and the stags recommended improvements to landscaping and lighting. Mr. Guismond reviewed the basic concern of the stafT that this project would not meet the MPS 1.1.3, 7.2.1, 7.2. , 7.2.4, 7.2.3 and 7.2.9. He presented a site plan with additional landscaping improvements to increase the buffer and screening of the project from the abutters and Route 132, It also had relocation and modifications to some of the type of light fixtures to be used. The applicant's design team questioned the need for such improvements with particular attention towards the fence on the property lines of both abutters. After discussion on the issue, the subcommittee agreed with the staffs recommended additional landscaping and other changes to the site plan xith the reduction in the height of the fence along the abutting property lines to six feet. These improvegnenilts would allow the proposed development to most the NIPS and better screen the abut�ters� due to the projecVs close proximity to the side yard lines. The applicants agreed i the fence and plantings alloyed the project to meet the NIPS, they would put them in. i After some discussion, the subcommittee decided the remaining issues were cove ed in the draft conditions and findings. The subcommittee directed staff'to have a draft decision ready for the friday 9/1V95 mailing. The subcommittee set a meeting for Tuesday 9/19/95 at 2:00 prig to review the draft decision prior to.the full Commissio}i hearing on Thursday 9/21/95. The subcommittee closed the meeting at 12:30 pm. i 9112/95 8T.3BCU=l=FX Vicky Bebout opened the meeting at 2:12 p.m. Paul Wightman noted that he had In appearance of a conflict of interest due to another lawyer in his office being involved in a case opposite the applicant attorney on an unrelated issue. Mr. Baum stated t"t he had been informed that Mr. Wightinan was not involved in the handling of the otl er case and therefore was not concerned that there was an, appearance of conflict. i The committee reviewed the draft decision prepared by the staff'and a letter from Ir. Baum stating his concerns over the decision. Most of the issues had either been resolved prior to the meeting or were resolved by the subcommittee. Issues discu'sed included the elimination of a condition to require a sidewalk to the adjacent site ad I Brislme Kited Venter Realty Trust,Bitable DIU Decision 10/ 5 i i i SENT BY:Xerox Telecopier 7020 ; 8-11-97 ; 3:33PM ; Barnstable County-► 7906230;#12 11 retention of a requirement for bike path improvements. Mr. Baum objected to the conservation restriction on the open space buffer to the pond. He believes that the condition in the decision and the regulation in the RPP is sufficient to ensure the land will remain as open space. He is concerned about the ability of the applicant to remove the restriction. Kathy. Sferra explained that the restriction is the best way to ensure that the open space is protected. The regulatoky process is not as good. The committee decided to maintain the condition with the restriction. I The committee discussed the issue of joint access to the adjoining site. Bob Mumf�rd expressed concern that there would be an increase in the number of access points ;onto Route 132. Mr. Baum stated his objection to a shared access drive and questioned whether Mass Highway Dept. would approve another curb cut. He also stated thai he has concerns with cross access. Wendy Northeross advocated access between the two sites but did not wish to give up the curb cut to the site occupied by the Chamber of Commerce. The committee determined that they did not wish to require shared access and decided to eliminate the proposed conditions. i Mr. Wightman moved to close the meeting at 3,10 p.m. Mr. Olsen seconded the motion and it was unanimously approved. I JURISDICTION The above referenced plan qualify as a Development of Regional Impact under Chapter A, Section 3(e), Barnstable County Ordinance 84-10, as amended, as any development(s) which proposes to create new Commercial/OfBcegndustrial construction with a gross floor area greater than 10,000 sq.ft. I FrNDINGS The Commission makes die following finding subject to Section 12 and 13 of the Cipe Cod Commission Act: General 1). The proposed development is to construct two buildings, one for office use/one fpr specialty retail use, 11,250 sq.ft. each, with a covered walkway connecting the buildings for a total of 28,838 sq.ft. gross floor area with access onto Route 132 in Barnstable, MA. 2). The applicant has stated that he is uncertain as to the types of retail and/or office uses that will ultimately occupy the building. They are required to limit the development to no more than 50% office use and 60% specialty retail use, due to the Town of Barnstable's 330 regulation. The applicant has also agreed to prohibit wafter consumptive uses such as restaurants under this decision. 8). Tlai: Coaximlooion ro,-iowod 0-Ae propoaod devclopmor+.t's retail Aran as aPpcialt� retail and the applicant agrees any use not included in the list provided in Conditt # 7 are prohibited under this decision. The Commission shall determine what useslare Brislane Limited Venture Realty Trust,Barnstable DRl Decision W565 I i i I. SENT BY:Xerox Telecopier 7020 8-11-97 3:34PM Barnstable Gounty-+ 7906230:#13 12 included in the specialty use category. 4). The proposed project is consistent with the Town of Barnstable Zoning by-laws. 5). The proposed development is not located within a designated District of Critical Planning Concern. Land Use 6). The site is located north of the existing Route 132 strip commercial development area. While there are several commercial uses immediately surrounding the site they are not as heavily developed as Route 132 south of Bearses Way. 7). As originally proposed the development would create new strip commercial development. . The applicant during the review process, significantly.modified the proposed site plans to avoid the physical appearance of strip commercial development. These revisions included the changing from one long building into two smaller staggered buildings, the addition of facade improvements that give the impression of two stories, the relocation of 75% of the development's parking to the rear of the building and the addition of extensive landscaping plantings and features to provide improved buffers between the development, the regional roadway and the abutters Natural Resources i 8). The original design for the proposed development had a bituminous paved arett encroaching into the 100 foot buffer area to the wetlands associated with Shallow Pond. The revi8ed plaano antided Brialane Limited Venture Realty Trust, General, Layout Plan, dated August 28, 1995, prepared by Peter Sullivan and William C. Nye of Baxter & Nye Inc; Osterville, MA., and Preliminary Landscape Plan, dated revised September 14, 1995, prepared by Silvia and Silvia Associates, Inc., Centerville, Y'*. have all site work occurring outside of the 100'buffer area as required by Region Policy Plan (RPP) Minimum Performance Standard (MPS) 2.3.1,2. 9). The Regional Policy Plan requires that commercial development retain 40% of the site as permanently protected open space. The proposed development site consists of 3.11 acres of upland of which 1.35 acres are to remain in a natural state thereby meeting the requirement of the RPP. Traffic 10). The proposed development is located on Route 132 which is classified as a Cla6s A Major Regional Roadway in the RPP. 11). The existing Route 1.32 curb-cut straddles the property line of the proposed Brislane development and the site containing the adjacent motel/ office building. t provides direct access from Route 132 to the Brislane property and the adjacent p4rcel containing a motel and office building. i 12). The site containing the motel and office building has an existing curb-cut ont� Old Strawberry Hill Road just south of Route 132. Brislane Limited Venture Realty Mcust,Barnstable DRI Decision 10/A5 i SENT BY:Xerox Telecopier 7020 8-11-97 3:34PM Barnstable Gounty-+ 7905230;#14 13 13). The proposed plan will result in the elimination of the existing direct access onto Route 132 for the adjacent motel and office building property. There well be no vehicular access between the parcels. Tenants of the adjacent office building have indicated that they will seek a new curb-cut onto Route 132. 14). Trip generation of the proposed project was based on the ITE Trip Generation manual. The land-uses and sizes used to calculate the trip generation were specialty retail (11,261 square feet) and general office (11,261 sq. ft.). The applicant estimate that the proposed.retail and office development project will generate a total of 843 daily trips(574+ 269). j i 15). The applicant used a pass-by rate of 12.5% to account for vehicles already on Route 132 travelling into the site. 16). The applicant has analyzed a study area which includes the following intersections: a. Route 132 at Route 6 Eastbound Ramps, b. Route 132 at Route 6 Westbound Ramps, c. Route 132 at Phinney's 'Lane, j d. Route 132 at Shoot Flying Dili Road e. Route 132 at Huckins Neck Road, f. Route 132 at Old Route 132, g. Route 132 at Old Strawberry Mill Road, and h. Route 132 at Bearses Way i. Route 132 at Site Driveway. 17). The Route 132 corridor within the vicinity of the site is characterized by significant congestion and frequent accidents. Traffic volumes during the summer reach 25,000 to 30,000 vehicles per day on this section of Route 132. The most recent three years!of accident data show high frequency accident locations at Phinney's Lave (24/year) Shoot Flying Rill Road (11.7/year), and Route 6 Ramps (6.7/year). Additional curb'cuts and traffic will exacerbate the existing problems along this corridor. Traffic impa'lcts along the Route 132 corridor caused by the project require mitigation. 18). The RPP's minimum performance standard 4.1.1.1 and 4.1.1.2 requires DRI'a to mitigate intersections or roadways degraded below LOS C as a result of the project traffic. The applicant has identified the need to mitigate six off-site intersections. 19). The applicant is walling to commit to a fair share contribution of$44,060 to alleviate the project's impact on the surrounding roadway and intersections. The fair share analysis assesses the applicant's proportional fair share of costs for improvements needed to alleviate the project traffic. i 20). Currently, extensive planning studies are being conducted for imgrovementsi on the Route 132 corridor from Interchange 6 to the Airport rotary. The applicant his based the project's fair share mitigation on a parkway design being considered foF i Brislane Kited Venture Realty Trust,Barmtable DRI Decision 10/5/ 5 i I I I SENT BY:XeroX Telecopier 7020 ; 9-11-97 ; 3:35PM Barnsrabie County- 7906230 415 14 Route 132. It should be noted that occupancy of the proposed development is expected to occur before these improvements take place. Therefore, traffic from the proposed site will negatively impact the existing transportation system. 21). The study area section of Route 132 from Shoot Flying Hill Road to Phinney's Lane is designated as the Boston to Cape Cod Bikeway. The applicant has included provisions for bikeway improvements as part of their fair share analysis. 22). To meet Minimum Performance Standard 4.1.2.1 of the RPP, the applicant hap committed to an alternate transportation mode contribution of$60,836 too alleviate 20% of their project traffic. I Economic DeveloRment 23). The application indicates that the project would be approximately 22,500 square feet, with 50% used for retail and 50% for office space. The applicant indicates thai the building would house potentially 60 jobs, with 50 office workers and 10 retail work�rs. The applicant indicates that 40 of the potential jobs will be "highly professional, educated, upper-end financial/managerial jobs with above-average pay scales and! benefits." i'Vater Resources 24). The proposed Brislane Financial Plaza is located within a Wellhead Protectio* Area and is also within a Freshwater Recharge Area to Shallow Pond. Because of the location of the site within the two recharge areas, RPP water resource protection minimum performance standards for both areas apply. i I 25). Projects within Wellhead Protection Areas are required to meet the 5 ppm nitrogen, loading standard in the RPP. The project as proposed (50% office; 50% retail) would have a nitrogen loading of 5.8 ppm. if the office percentage increased above 5017o, the nitrogen loading impact would also increase; up to a maximum of 6.6 ppm rn if v the whole building as used as office space. lWuctions in the nitrogen load to �moet . the 5 ppm standard could be accomplished by the use of a denitrifying septic system. The applicant has agreed to install a denitrifying septic system. 26). Phosphorus from future development within the Shallow Pond watershed has previously been identified as likely to push the trophse condition of Shallow Pond from mesotrophic to eutrophic (XV Associates, 1982). ! I 27). Projects within Freshwater Recharge Areas are required by the standards in�he RPP to have septic systems located beyond,300 feet of mean high water in order to ! lessen phosphorus inputs from the. systems. The applicant has proposed the loca0on of all leaching pits serving the building to be located beyond the 300 Pt setback, 28). Road surface catch basins can contribute significant amounts of phosphorus io frachwat®r ayctama, such ae 59haldow Pond. 'T'ho rnAA And pArking lnt catch basins for the proposed project are located within the 300 f't setback area. Phosphorus from the road surfaces has been approximated by staff'as the annual equivalent of five i Brislame LimiiW Venttuv Realty Tit,Barnstable DRI DecWon 10/5/95 I SENT BY:Xerox Telecopier 7020 ; 6-11-97 ; 3:35PM Barnstable County-+ 7H6230;#16 lb residential septic systems using criteria developed for phosphorus loads by the Maine Department of Environmental Protection (1989). Although this project meets the minimum performance standards of the RPP for Freshwater Recharge Areas, the applicant has agreed to develop a stormwater design to reduce the potential phosphorus impacts from stormwater. Community Character 29). The proposed development will have a significant visual impact on the Regional road network. The proponent will provide mitigation through natural buffers, landscaping, limitations on signage and lighting design. 30). The proposed project meets the RPP NIPS 7.2.8 which requires the location of parking to the side and rear of the building unless this is completely infeasible. The intent of this standard is to avoid the visual appearance of excessive parking which is characteristic of strip commercial development. The original development plan showed all the parking in the front of the building. The current design greets the intent by limiting the visual impact of the parking, through locating the majority ref the parking in the building's rear and providing extensive landscaping in front as a visual buffer. Solid and blazardaus 'Yagtgs 31). Significant amounts of solid waste will be generated by the retail and offices uses proposed on the site. The applicant agreed to implement a recycling program for demolition and construction debris as well as for future tenants in order to comply, with the Solid Waste performanwe standards of the RPP. i 32). The tenants on the site may be using, storing, selling or disposing of hazardous materials. The applicant agreed to limit the quantity of these materials allowed on, site by non=retail usem to household quantities. CONCLUSION � Based on the findings above, the Cape Cod Commission hereby concludes: 1), The benefits of the proposed development outweigh the detriments. 2). The proposed development meets the performance standards of the RPP; 3). The proposed development is consistent with local development regulations. 4). The proposed develop-meat site is not within a DCPC. The Commission hereby approves with the following conditions the Development Of Regional Impact Application.of Brislane Limited Venture R.T. c/o Joseph Keller pursuant to Chapter A, Section 3(e), Barnstable County Ordinance 94-10 and Sec�ion 12 and 13 of the Cape Cod Commission Act, as amended. I i i Brislane Limited Venture Realty Trust,Barnstable DRI Decision 14/5/r SENT BY:Xerox Telecopier 7020 8-11-97 3:37PM ; Barnstable County-+ 7906230417 16 CONDITIONS PROCEDURAL: 1). The final revised site plan, utility, grading, drainage, landscape plans and architectural elevations in so far as they are consistent with the conditions of this decision, shall become part of the decision and any changes shall be approved by the Commission. 2). The Applicant shall obtain a Certificate of Compliance from the Commission or its designee before the local official responsible for issuing Certificates of Occupancy nay issue a temporary or permanent Certificate of Occupancy for the proposed development and before any portion of the proposed development is opened for business to the public. 3). The Applicant shall obtain all necessary state and local permits for the project, consistent with this decisions. If changes are required through the state or local permitting process, the Applicant shall notify the Commission of the changes and;the project may require modification to the approved August 28, 1995 General Layout Flan and the September 14, 1995 Landscaping plan and the Commission decision. 4).Should the Applicant decide not to construct both buildings at the same time, the applicant shall apply to the Regulatory Committee of the CCC for approval of a phasing plan and request a Partial CertificatQ of Compliance. The phasing plan shall include appropriate bonding or other provisions to ensure all conditions of this decision are complied with. 3NA3ER RESOURCES: 4). The applicant shall provide the Commission with a Town of Barnstable Board of Health approval of an appropriate denitrifying septic system prior to issuance of a' Building Permit. j 5). The applicant shall design an alte7rnative stormwater system, consistent with the September 18, 1995 letter to the Commission from William Nye, to reduce the potential phosphorus impacts on Shallow Pond prior to issuance of a Building Permit. This design shall be developed in coordination with the Town of Barnstable. i i i 6). The Applicant shall provide a report to the Commission on the use of Cape Cod; suppliers and sub-contractors for the construction of the development prior tp igsuanee of a Certificate nf Compliance from the Commission. I TRANSPORTATION: 7). The two proposed specialty retail stores in the development shall be limited to the following land-uses. i. Quality apparel (clothing store) ii. Hard goods (computer store) iii, Dance studio i Brislane Limited Venture Realty Trust,Barnstable DRI Decision lo/818 r SENT BY:Xerox Telecopier 7020 8-11-97 3:38PM Barnstable County-# 7905230;#18 1' e iv. Real estate office V. Furniture store vi. Hardware/paint store vii. Health club vii. Racquet club Uses other than those listed above will require review as a DRI and may involve additional mitigation. 8). The applicant shall provide a one time payment of$44,060, to be held in escrowy the Commission, as its fair share contribution towards necessary traffic mitigatign. Monies shall be used to benefit transportation along the Route 132 corridor. Monier not expended or obligated for the design and/or construction of transportation improvements within ten (10) years of the date of deposit shall revert to the Cape Cod Regional Transit Authority for general transit service expenses in the Town of Barnstable. The escrow shall be of a form and content satisfactory to the Commission's counsel. j 9). The applicant shall contribute a one-time payment of$60,836, to be held in escr�w by the Commission, as its trip reduction contribution towards alternate modes for transportation in the Town of Barnstable. Monies not expended within ten (10)years of the date of deposit shall revert to the Cape Cod Regional Transit Authority for general transit service expenses in the Town of Barnstable. The escrow shall be of a form nd content satisfactory to the Commission counsel. 10). A separate and distinct pedestrian-only walkway shall be provided to accommodate pedestrian activity within.the site. This sidewalk shall be construct d from Route 132 to the site. 11). In order to accommodate bicyclists within the vicinity of the site, the applicant shall: i. Include provisions for the accommodation of bikeways in the construction of the site drive. I Provide a secure bicycle rack for customers and employees wishing to use their bicycles. 12). The applicant shall perform a 72-hour traffic volume count on an average. summer weekday at the site drive, one year following from the date of issuance of'a final Certificate of Compliance from the Commission. The traffic volume data shell be submitted to the Commission staff. 13). The applicant's proposed site drive currently meets RPP Minimum Performance Standards. However, final design of the site drive is contingent upon Massachusetts Highway Department (MHD) approval. Alterations made to the plan to comply with MHD design standards shall require Commission review before a building permit is issued to determine compliance with RPP standards. If the Commission or its designee determines that the changes do not meet the RPP, the project shall be BrUlane Limited Venture Realty Trust,Barnstable DRI Decision 10/6/96 i i i SENT SY:Xerox Telecopier 7020 ; 8-11-97 ; 3:38PM Barnstable County-+ 7906230;#19 1$ deemed a major modification requiring Commission approval. SOLID �aTl 14). The Applicant shall assure the recycling of construction and demolition debris. Brush and stumps generated by clearing of the site shall be chipped and used or sold as mulch. The Applicant shall maintain a tally of the tonnages of this material a�d provide it to the Commission prior to the issuance of a Certificate of Compliance. 16). The Applicant shall comply with the following requirements: i. All corrugated cardboard generated on the project site shall be collected, separated and recycled; ii. A separate bottle return section in each retail business shall be provided to enhance the return/recycling of glass and aluminum; iii. All businesses shall be supplied with receptacles for the collection of recyclable products; iv. Each retail business shall provide for the collectionfrecycling of both plastic and paper bags and shall provide for the repair or recycling of all wooden pallets. HAZARDOUS IYASTE: 16). Construction equipment fueling shall take place at a designated portion of the site to be shown on a plan and submitted to the CCC prior to the issuance of a building; permit with copies also be provided to the Barnstable Health Department and Hyannis Fire Department. Any spills shall be reported to the Barnstable Fire and Health Departments. Prior tb any development activities on the project site, the Applicant shall submit a program for separating empty hazardous waste containers from general construction debris to the Commission for approval. The above information must be approved by the Commission staff in order to be in compliance with this condition. All hazardous and potentially hazardous ;material utilized during construction shall be stored in a construction trailer or in a fenced area and disposed of separately from general debris generated by construction activities. The i Commission staff will provide the Applicant with additional technical assistance 'n the development of Contingency Plans for hazardous materials/waste management for the spaces of currently unknown occupancy. I 17). All material considered hazardous which is being held as inventory prior to }tieing offered for sale by the tenant stores shall be stored on concrete pad storage areas th berms. All tenant stores shall be required to both report and clean up releases of i kny hazardous material or waste. 18). Prior to the applicant signing a lease with any retail tenant, the applicant submit a Contingency Plan to the town Health Department, Hyannis Fire Department and Cape Cod Commission Hazardous Waste Planner. The Plan must be approved by i Commission staff in order to be in compliance with this condition. The contingency plan shall include: i. The person(s) responsible for coordinating a spill response, and/or man4ng disposal of hazardous waste with their contact numbers; I Brislane Limited Venture Realty Trust,Barnstable DII D© ision 10/5/P5 i i t r SENT BY:Xerox Telecopier 7020 ; 8-11-97 ; 8:39FM Barnstable County-+ 7906230;#20 19 ii. Inspection schedule for waste storage areas; iii, Locations of spill containment products; iv. Emergency evacuation procedures that shows the location of exits, fire escape routes, safety apparatus, indoor and outdoor storage areas; v. A post-emergency cleanup information that includes a list of cleanup contractors and notification to the state; vi. Employee training information that details a schedule for familiarizing employees with evacuation procedures, waste and materials handling, and spill response protocols; vii. Procedures for removing hazardous wastes by a licensed hazardous waste hauler. 19). Non-retail businesses shall have no more than 275 gallons of hazardous material and hazardous waste on site at any one time. The applicant, prior to signing leases, shall submit, for approval by the Cape Cod Commission staff, the contingency pl4n. Copies of the approved plan shall also be provided to the Barnstable Health i Department and Hyannis Fire Department NATLTPAL RES®1,r1 CES,MEN SPACE: 20). No disturbance of the 100"buffer to the wetlands bordering Shallow Pond shall be permitted: Existing grassed areas within this 100' buffer shall be allowed to j revegetate naturally. 21). The applicant shall provide the Cape Cod Commission with a site plan showing the 40% of the site to be permanently restricted as open space in compliance with the Regional Policy Plan. The applicant shall also provide the Cape Cod Commission with,copies of draft conservation restriction language for review and approval by Commission Counsel prior to approval by the Town of Barnstable. This requirement shall be met prior to issuance of a Certificate of Compliance for the project. i 22). The open space designated in Condition #21 above shall remain permanently protected open space and shall be used solely for this purpose. No Puture development may occur Within the open space area. The applicant shall provide proof of recording of the open space restriction at the Barnstable County Registry of Deeds to the Cage Cod Commission. SITE DESIGN LA.NDSC P�U: 23). Site landscaping shall be undertaken per the Preliminary Landscape Plan L� prepared by Silvia and Silvia received.on September 14, 1995, except as amended in this decision. Prior to any development activity as defined by Section t(e) of the CSC Act, all undisturbed buffer areas along the site periphery shall be surrounded w4h construction fencing and approved by Commission staff. Prior to issuance of a Certificate of Compliance, all site/landscape improvements shall be in all material respects completed as per landscape plans and construction documents listed above. Any substantial deviations from the plans as submitted shall require the approval of the Commission. Brislane United VenWre Realty Trust Barnstable DBI Decision 10/5/ 5 i i r SENT BY:Xerox Telecopier 7020 ; 8-11-97 0 3:40PM Barnstable County-4 7905230421 20 24). Plant materials for the proposed development shall consist of the following: Qumtity am Dew iption 25 3"B&B Japanese Zelkova/Littleleaf Linden/White Oak 10 2"B&B Kousa Dogwood 100 18.24" Compact HollyNew 55 3 . 4' Privet 1,025 18- 24" Spreading Juniper/flowering shrubs of at least 3-4' height at maturity 26). All plant materials shall be maintained. Maintenance shall include but not be limited to watering, fertilization and pest management. Installation of an irrigation system is recommended. 26). Planting in addition to the approved landscape plan may be specified by the Tolwn of Barnstable through the local review process, however, plans approved by the Commission reflect the minimum plantings allowed. i 27). The installation of billboards, free standing signs, roof signs, off-site advertising and internally lit or flashing signs shall not be permitted on the building or the project site or within the building in windows facing the roadway. 28). Entrance signs for the development shall be limited to informational sign according to plan dated duly 11, 1995, 29). Attached building signage for the building shall be limited to two signs, one located on the buildings front facade above the awning and below the roof and the other located on the east side. 30). The exterior of the structures within the development shall consist of clapboa d, cedar shingles, or brick masonry, j 31). Total cutoff of all light shall occur within the property lines of the parcel to be developed. 32). Parking areas shall have luminaires with fixtures that have a total cutoff of all light at less than 90 degrees and a beam cutoff less than 75 degrees. i minimum 1.0 footcandle measure on 33). Parking area luminaires shall maintain a the ground surface at the point of least illumination, and maintain a maximum $.0 (initial) footcandle measured on the ground beneath the light source. The maximum luminaire wattage shall be restricted to 250 watts with maximum luminaire heig�t for parking areas restricted to 20 feet. i 34). Wall pack lighting shall have a 45 degree cutoff and shall have a maximum initial footcandle of 8.0 measured on the ground. Briskme United`Ientuav Realty Trust,Barnstable DRI Decision 10/5/9p i r SENT BY:Xerox Telecopier 7020 ; 8-11-97 ; 3:41PM ; Barnstable County-+ 7906230;#22 21 35). Pedestrian lighting shall have a maxirnurn luminaire wattage of 175 watts for luminaries with less than a-45 degree cutoff. Pedestrian luminaire height shall be restricted to 15 feet. 36). The applicant shall install and maintain a six (6) foot high opaque wooden fence along 180 linear feet of the western property line and 255 linear feet on the eastern property line. 37). The applicant shall install and maintain a six (6) foot high opaque fence around the dumpster. 33). The applicant shall provide a security lighting plan if the site is to remain illuminated past 10:00 p.m.. 39). The covered walkway shall not be enclosed to create or to be used as additional) office or retail floor area. i Based on the findings and conditions above, the Cape Cod Commission hereby grunts Brislane Limited Venture R.T. c/o Joseph Keller an approval with conditions a Development of Regional Impact, pursuant to Chapter A, Section 3(e), Barnstab16 County Ordinance 94-10 and Section 12 and 13 of the Cape Cod Commission Act, a� amended. j ! Sum er f �n,)Chairmah Date I i COMMONWEALTH OF MASSA.CHUSSEM Barnstable, as. Subscribed and sworn to before me this day of 199 1 S NA , Notary My Commission expires: 'r ,!',; I B6slane Limited Venture Realty Trust,Barnstable DRY Decision 10/5/65 I j i (— SENT BY:Xerox Telecopier 7020 ; 8-11-97 ; 3 42PM ; Barnstable County-* 7905230 423 low i II, �� '� •� �i�i.f � i4�p�b i a� i rlji, I I �M 9w, r i I I • / l I I fu,4d h» LA�p'tA[bLt.ftfJ Silvia k Sf�vie " ' '"'°" � I pcvlgr .�� •ewnry;..ec.� t':�'tC... r�-:,'i�s' I "^y i i I I i k? m z m !n zr a� zr QVx A interim Driveway Access Concept a E Y� U#y � c 1C,Route 132 F O � N - ROUTE 132 Cu S aonly W � a PROPOSIvt3 OFFICFJN /11�7L �r Burger ®EYELOFM +ITSJTE � - 1<0gl obit Station to Q Potential Travel Lanes C, Existing Traffic S.gnal Lotion Potential Site Driveway Mitigation ®\� Route 132 Development �► NOT To SCALE BARRSTABLE, MA 00 ' N fny.sporlora&lnornalKe,Inc. Figure �e4 Etiglneers - Plonner SclenTlsts g 0 N � M f c r - - PYROTECH CONSULTANTS INC. PROJECT: FINANCE2 FIRE PROTECTION ENGINEERS CLIENT: MIK-RON FIRE PROT. SANDWICH, MA 02563 DATE: 10-19=1996 FIRE SPRINKLER DESIGN PROGRAM DESIGNER: A. P. CAPUTO P.E. GENERAL PROJECT DATA: BUILDING NAME: FINANCIAL PLACE BUILDING LOCATION: BARNSTABLE, MA NAME OF OWNER: CODE REFERENCE: NFPA 13 DESCRIPTION OF HAZARD: LIGHT SPRINKLER SYSTEM DESCRIPTION: TREE SPRINKLER SYSTEM TYPE: DRY NAME OF APPROVING AGENCY: BARNSTABLE F.D. DESIGN AREA OF WATER APPLICATION: 0 .00 SQ.FT. MINIMUM DESIRED FLOW DENSITY: 0 .00 GPM/SQ.FT. MAXIMUM AREA PER SPRINKLER: 60 . 00 SQ.FT. INSIDE HOSE STREAM ALLOWANCE: 0 .00 GPM OUTSIDE HOSE STREAM ALLOWANCE: 0 .00 GPM IN RACK SPRINKLER ALLOWANCE: 0 .00 GPM WATER SUPPLY TEST DATA: TEST HYDRANT IDENTIFICATION: SOURCE OF INFORMATION: MIK-RON FIRE PROT. DATE OF TEST: UNKNOWN �ZN OF MA HYDRANT ELEVATION: - 0 .00 FT STATIC PRESSURE: 0 .00 PSI go ANTHONYP. y. TEST FLOW RATE: 0 .00 GPM CAPUTO TEST RESIDUAL PRESSURE: 0 .00 PSI3�`Ea CALCULATED SYSTEM FLOW RATE: 135 . 00 GPM F ,F .` cCTO CALCULATED INFLOW RESIDUAL PRESSURE: 22 . 00 PSI �W AVAILABLE INFLOW RESIDUAL PRESSURE: > 0 . 00 PSI SPRINKLER SPECIFICATIONS : ` `r 5(I C vK� MAKE: CENTRAL MODEL: �C, S SD3 _ ; SIZE: 1/211 TEMPERATURE RATING. 212 F,.."l MISCELLANEOUS PROJECT DATA: F PROJECT DATA FILE NAME: FINANCE2 DEFAULT SPRINKLERK-FACTOR: 5 .60 CALCULATION MODE: DEMAND HMD MIN RESIDUAL PRESSURE: 11.50 PSI NUM OF ACTIVE NODES: - 9 LABOR RATE: 0 .00 $/HR NUM OF INACTIVE NODES : 0 OTHER LABOR HOURS : 0 .00 HRS NUM OF ACTIVE PIPES: 8 OTHER MATERIAL COSTS: 0 . 00 $ NUM OF INACTIVE PIPES : 0 ------ .PIPE SIZING PARAMETERS ------ NUM OF ACTIVE SPRINKS : 7 MAX WATER VELOCITY: 20 . 00 FT/S NUM OF INACTIVE SPRINKS : 0 MAX FRICTIONAL LOSS/100' : 20 .00 PSI SPECIFIED HMD NODE NUMBER: 0 MAX DIAMETER: 12 .00 IN SYSTEM INFLOW NODE NUMBER: 17 MAX INFLOW RESIDUAL PRESSUR 0 .00 PSI C ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 FINANCE2 10-19-1996 PAGE 2 ************************* FIRE SPRINKLER INPUT DATA ************************** NODE INPUT DATA: - NODE NODE AREA SPRINKLER PRESSURE NODE (FT) NON-SPRINKLER NO. DESCRIPTION GROUP K ; FACTOR ESTIMATE ELEVATION DISCHARGE-GPM 8 SPRINKLER 5 .60 11 .50 35 .00 0 .0 9 SPRINKLER 5 . 60 11 .53. 35 .00 0 .0 10 SPRINKLER 5 . 60 11 . 64 35 .00 . 0 .0 11 SPRINKLER 5 . 60 11 .86 35 . 00 0 .0 12 SPRINKLER 5 .60 12 .25 35 . 00 0 . 0 13 SPRINKLER 5 .60 12 . 84 35 . 00 0 . 0 14 SPRINKLER 5 . 60 13 . 68 , 35 .00 0 .0 16 NON-SPRINKLER N/A .15 .40 35 .00 0 . 0 17 SYSTEM INFLOW N/A 22 .34 .26 . 00 0 . 0 PIPE INPUT DATA: BEG. END. PIPE NOM.PIPE TYP. FITTING EQUIVALENT-PIPE-LENGTH -C- NODE NODE DESCRIPTION DIA. INCH GRP DATA NOM.LEN FIT TOTAL FAC 8 9 SCHD 10 STEEL, DR 2 . 000 ---- 6 . 0 0 . 0 . 6 . 0 100 9 10 SCHD 10 STEEL, DR 2 . 000 - -- 6 . 0 0 . 0 6 .0 100 10 11 SCHD 10 STEEL, DR 2 . 000 ------- ' 6 . 0 . 0 .0 6 .0 100, 11 12 SCHD 10 STEEL, .DR 2 . 000 ---- 6 . 0 0 .0 6 .0 100 12 13 SCHD 10 STEEL, DR 2 . 000 ------- 60 0 . 0 • 6 .0 100 13 14 SCHD 10 STEEL, DR 2 . 000 ---- 6 . 0 0 . 0 6 . 0 100 14 16 SCHD 10 STEEL, DR 2 .000 T 2 : 0 7 .1 9 .1 100 16 17 SCHD 10 STEEL, DR 2 .000 T . 9. 0 7 .1 16 . 1 100 ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 FINANCE2 10-19-1996 PAGE 3 ************************* FIRE SPRINKLER INPUT DATA ************************** PIPE FITTINGS : BEG. END. PIP NOM. #45EL . #90EL #LTEL #T&CR #BVAL #GVAL #OVAL NON TOTAL PIPE PIPE TYP PIPE E.LEN E.LEN E.LEN E.LEN E.LEN E.LEN E.LEN STD EQUIV NODE NODE GRP LEN. T.LEN T.LEN T.LEN T.LEN T.LEN T.LEN T.LEN LEN LENGT 8 9 6 . 0 0 .00 0 . 00 0 . 00 0 .00 0 . 00 . 0 .00 0 . 00 0 .0 6 .0 9 10 6 . 0 0 . 00 0 . 00 0 .00 0 .00 0 . 00 0 .-00 0 . 00 0 .0 6 . 0 10 11 6 .0 0 . 00 0 . 00 0 . 00 0 .00 0 .00 0 .00 0 . 00 0 .0 6 . 0 11 12 6 .0 0 .00 01.00 0 .00 0 .00 0 . 00 0 . 00 0 .00 0 .0 6 .0 12 13 6 . 0 0 . 00 0 . 00 0 .00 0 .00 0 .00. 0 .00 0 . 00 0 .0 6 . 0 13 14 6 .0 0 .00 '0.00 0 .00 0 .00 0 .00 0 .00 0 . 00 0 . 0 6 . 0 14 16 2 . 0 0 . 00 0 . 00 0 . 00 1. 00 0 . 00. 0 .00 0 . 00 0 . 0 9 .1 10 .00 10 . 00 16 17 9 .0 0 .00 0 . 00 0 .00 1 .00 0 . 00 0 .00 0 . 00 0 . 0 16 .1 10 .00 10 .00 F STAND PIPE INPUT DATA: PIPE MINIMUM NODE REQUIRED NUM. PRESSURE NO STAND PIPES DEFINED r ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 FINANCE2 10-19-1996 PAGE 4 ************************ FIRE 'SPRINKLER OUTPUT DATA ************************** OVERALL NODE GROUPINGS OUTPUT DATA: PIPE SEGMENT PIPE PIPE SPRINKLER NON-SPRINKLER BEG.NODE IMBALANCE NODE NUMBERS TYPE. FLOW FLOW AT GPM FLOW AT RESIDUAL FLOW AT BEG. END. GROUP WATER BEG. NODE BEG. NODE PRESSURE BEG. NODE NODE NODE CODE (GPM) (GPM) OUT(+) IN(-) (PSI) (GPM) 9 - 8 19 .50 19 . 02 0 . 0 0 .0 .11.53 9 - 10 -37 .70 19 . 02 0 .0 0 .0 11 .53 0 . 815 -------------------------------------------------------- --------------------- 10 - 9 37 .70 19 .10 0 .0 0 . 01 11 .64 10 - 11 56 .48 19 .10 0 .0 0 . 0 11 .64 0 .326 -------------------------------------------------------.----------------------- 11 - 10 56 .48 19 .29 0 .0 0 . 0 11 .86 11 - 12 -75 .56 19 .29 0 . 0 0 . 0 11 . 86 0 .205 ------------------------------------------------------------------------------ 12 - 11 75 .56 19 .59 0 ..0 0 .0 12 .25 12 - 13 -95 .33 19 .59 - 0 .0 0 . 0 12 .25 -0 .182 ------------------------------------------------------------------------------ 13 - 12 95 .33 20 . 06 0 .0 0 .0 12 .84 13 - 14 -114 .39 20 .06 0 .0 h0 .0 12 .84 1 . 002 ------------------------------------------------------------------------------ 14 - 13 114 .39 20 . 69 0 . 0 . 0 . 0 13 .68 14 - 16 -135 .37 20 . 69 0 . 0 0 . 0 13 .68 -0 .285 ------------------------------------------7-------------------------7----------- 16 - 14 135 .37 0 .00 0 . 0 0 . 0 15 .40 16 - 17 -135 .34 0'.00 -0 . 0 0 . 0 15 .40 0 . 031 -------------------------------------------------------7----------------------- 17 - 16 135 .34 0 .00 0 .0 135 .3 22 .34 `0 . 000 ------------------------------------------------------------------------------ OVERALL PIPE OUTPUT DATA: BEG NODAL ELEV . DISCH. RES .PR NOMDIA Q(GPM) F.L. /FT PIP.L PF-PSI END K-FAC (FT) (GPM) (PSI) IN.DIA VEL(FPS) FITTINGS FIT.L PE-PSI C-VAL TYPE.GRP TOT.L PV-PSI 9 5 . 60 35 . 0 .19 .02 , 11. 53 2 . 000 19 .5• 0 . 005 6 .0• , 0 . 03 8 . 5 .60 35 .0 18 . 99 11 .50 2 . 157. -. 1 .7 ---- 0 .0 0 .00 SCHD 10 STEEL, DRY 100 6.0 0 .02 ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE- DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 FINANCE2 10-19-1996 PAGE 5 ************************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL PIPE OUTPUT DATA: „ Y BEG NODAL ELEV DISCH. ' RES .PR NOMDIA Q (GPM) F.L. /FT PIP.L PF-PSI END K-FAC (FT) (GPM) (PSI) IN.DIA VEL(FPS) FITTINGS FIT.L PE-PSI C-VAL TYPE.GRP TOT.L PV-PSI 10 5 . 60 35 .0 19 . 10 11 . 64 2 .000 37 .7 0 .018 6 .0 0 .11 9 5 . 60 35 .0 19 . 02 11 .53 2 .157. 3 .3 ----- 0 .0 0 .00 SCHD 10 STEEL, DRY 100 6 . 0 0 .07 11 5 . 60 35 .0 19 .29 11 .86 2 . 000 56 .5 0 . 037 6 . 0 0 .22 10 5 . 60 35 .0 19 . 10 11 .64 2 . 157 5 . 0 ----- 0 . 0 0 .00 SCHD 10 STEEL, DRY 100' 6 . 0 0 .17 12 5 .60 35 . 0 19 .59 12 .24 2 .000 - 75 .6 0 . 064 . 6 .0 0 .38 11 5 .60 35 . 0 19 .29 11 . 86 2 .157 6 . 6 ---- 0 .0 0 .00 SCHD 10 STEEL, DRY 100 6 .0 0 .30 13 5 . 60 35 . 0 20 . 06 12 .'83 2 . 000 95 :3 0 . 098 6 .0 0 .59 12 5 . 60 35 .0 19 .59 12 .25 2 . 157 8 .4 --- 0 .0 0 .00 SCHD 10 STEEL, DRY 100 6. 0 0 .47 14 5 .60 35 .0 20 . 69 13 .65 2 .000 114 .4 0 . 137 6 .0 0 .82 13 5 . 60 35 .0 20 .06 12 . 84 2 .157 10 .0 ----- 0 . 0 0 .00 SCHD 10 STEEL, DRY 100 6 . 0 0 .68 16 N/A 35 .0 0 . 00 15 .40 2 .000 135 .4 0 . 187 2 .0 1 .70 14 5 . 60 35 . 0 20 . 69 13 .68 2 .157 11 . 9 T . 7 .1 0 .00 SCHD 10 STEEL, DRY 100 9 .1 0 .95 16 N/A 35 .0 01. 00 15 .40 2 .000 -135 .3 0 . 187 9 .0 3 .01 17 N/A 26 .0 -135 .34 . 22 .34 2 .157 -11 .9 T 7 . 1 3 . 90 SCHD 10 STEEL, DRY 100 16 . 1 0 . 95 OVERALL SPRINKLER OUTPUT- DATA: e FLOWING AREA FLOWING ` SPRINKLER RESIDUAL FLOWING FLOWING SPRINKLER SPRINK. GROUP SPRINKLER ELEVATION PRESSURE AREA DENSITY DISCHARGE NODE NO. CODE (K FACTOR) ( FEET ) ( PSI ) ( SQFT) (GPM/SQFT) ( GPM ) 8 5 . 60 35 .00 11 .50 N/A N/A 18 .99 9 5 . 60 35 .00 11 .53 N/A ' N/A 19 . 02 10 5 . 60 35 .00 11 . 64 N/A N/A 19 .10 11 5 . 60 35 .00 11 . 86 N/A N/A 19 .29 12 5 :60 35 .00 12 .24 N/A N/A 19 .5.9 ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 FINANCE2 10-19-1996 PAGE 6 ************************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL SPRINKLER OUTPUT DATA: FLOWING AREA FLOWING SPRINKLER RESIDUAL FLOWING FLOWING SPRINKLER SPRINK. GROUP SPRINKLER ELEVATION PRESSURE AREA DENSITY DISCHARGE NODE NO. CODE (K FACTOR) ( FEET ) ( PSI ) ( SQFT) (GPM/SQFT) ( GPM ) 13 5 .60 35 . 00 12 .83 N/A N/A 20 . 06 14 5 . 60 35 . 00 13 .65 N/A N/A 20 . 69 SUB TOTALS FOR UNGROUPED 0 . 00 0 .000 136 .74 TOTALS FOR ALL GROUPS 0 . 00 0 . 000 136 . 74 ' 4 ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** . PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 FINANCE2 10-19-1996 PAGE 7 ********************** FIRE SPRINKLER OUTPUT SUMMARY ************************* OVERALL NETWORK SUMMARY WITH CALCULATED MINIMUM INFLOW RESIDUAL PRESSURE ( 22 .34 PSI) : NUMBER OF UNIQUE PIPE SECTIONS: 8 NUMBER OF FLOWING SPRINKLERS : 7 HYDRAULICALLY MOST DEMANDING SPRINKLER CHECK: HMD SPRINKLER NODE NUMBER: 8 . 000 HMD ACTUAL RESIDUAL PRESSURE: 11 .500 HMD ACTUAL GPM = 5 . 60 X SQ.RT(11 .50) = 18 .991 INSIDE HOSE STREAM ALLOWANCE: 0 . 000 GPM OUTSIDE HOSE STREAM ALLOWANCE: , 0 . 000 GPM IN RACK SPRINKLER ALLOWANCE: 0 . 000 GPM SPRINKLER SYSTEM TYPE: DRY SPECIFIED AREA OF APPLICATION: 1, 000 . 000 SQ.FT. ADJUSTMENT FACTOR FOR DRY SYSTEM: 1 .300 ADJUSTED AREA OF APPLICATION: 1, 300 . 000 SQ.FT. DESIRED DENSITY: 0 . 000 GPM/SQ.FT. ACTUAL DENSITY: 0 . 104 GPM/SQ.FT. ACTUAL AREA PER SPRINKLER: 185 . 714 SQ.FT. SPRINKLER FLOW: 135 .337 GPM NON-SPRINKLER FLOW: 0 .000 GPM TOTAL SYSTEM DEMAND FLOW: 135 .337 GPM DESIRED SPRINKLER FLOW: 0 .000 GPM ACTUAL SPRINKLER FLOW: 135 . 337 GPM ADDITIONAL SPRINKLER FLOW REQUIRED: 0 .000 GPM AVERAGE SPRINKLER FLOW: 19 .334 GPM APPROX. ADDITIONAL SPRINKLERS REQUIRED: 0 MIN REQD RESID PRESS AT SYS INFLOW NODE: 22 .339 PSI DEMAND FLOW AT SYSTEM INFLOW NODE: 135 .337 GPM MAXIMUM FLOW VELOCITY (IN PIPE . 16- 14) : 11 . 885 FPS MAX VELOCITY PRESSURE (IN PIPE 16- 14) : 0 . 951 PSI ALLOWABLE MAXIMUM NODAL' PRESSURE IMBALANCE: 0 .250 PSI ACTUAL MAXIMUM NODAL PRESSURE IMBALANCE: 0 .132 PSI, ACTUAL AVERAGE NODAL PRESSURE IMBALANCE: 0 . 046 PSI ACTUAL MAXIMUM NODAL FLOW IMBALANCE: ` 1 . 002 GPM ACTUAL AVERAGE NODAL FLOW IMBALANCE: 0 .356 GPM " COMMENT: ATTIC SPRINKLER CALL ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** PYROTECH CONSULTANTS INC. SANDWICH, MA 02563 FINANCE2 10-19-1996 PAGE 8 ************************ FIRE SPRINKLER OUTPUT DATA ************************** HYDRAULICS SUPPLY/DEMAND GRAPH 130 100 ' P S I 60 40 - 30 1 3 3 4 5 6 7 8 3 i0 GPM = Chart Value x 100 ADJUSTED HYDRANT DATA, 1 GPM, 1 STATIC PSI, 0 RESIDUAL PSI DEMAND POINT DATA; 135 GPM, 33 GAUGE PSI,-8753,08 EXCESS PSI PROJECT NAME: New CamrhPrcrA-1 ADDRESS: \`S 1 �' (,12� PERMIT# N W�l� DATE: Mrn: a�3 bl a�z Got LARGE ROLLED PLANS ARE IN: BOX r SLOT C0<< ✓ �� h �N e� DATE: 1 �� q/wpfiles/archive � f i 7 - Attic SprinkierSTM Specific Application • Back to BackTM • Single DirectionalTM • H 1 PTM . 1 Manufactured by: Central Sprinkler Company 451 North Cannon Avenue,Lansdale, Pennsylvania 19446 r o d u ct The other cost reduction is in the new Listing of BlazeMaster CPVC for Attic ac ■ spaces feeding the sprinklers below the Description ceiling. Traditionally BlazeMaster CPVC has been used on the lower floors in the The Attic Sprinklersrm are the evolution of joist space above a ceiling that does not fire sprinklers for attics. The Attic Sprin- require sprinklers. The cost of using klersTM provide the best fire protection in CPVC on those floors can now be an attic while saving cost by using translated to the upper floor even if extended coverage spacing. The Attic sprinklers are required in the attic. Sprinklers7m have undergone the most There are three(3)models of Attic Sprin- extensive fire testing ever done for attics klersTM,Back to BackTM (dual directional),a and are allowed for use under their Single DirectionalTM and a HipTM sprinkler. specific application guidelines by U.L.and The Back to BackTM and Single Direc- NFPA. tionalTM sprinklers have three separate . r The Attic Sprinklers are the first sprinklers versions that are used for different roof Thread: '/Z"(12.7mm) ors "(19.1 mm) N.P.T. pitches. The pitches can vary from a (see chart) _ to be: p • Listed for extended coverage in combus- minimum of 4 in 12 to a maximum of 12 in Temperature: 200OF Bulb or 212OF Link tible construction. 12. (see chart) • Full-scale fire tested in both wet and dry The Back to BackTM(dual directlonal1 Approvals: U.L. system scenarios. Maximum Working Pressure: • Full-scale tested for Listing in wood truss The Back to BackTM Attic Sprinkler TM 175 psi (12.07bar) construction. Factory Hydro Test: 100%at 500 psi • Listed for specific pitches of roof slope. named this because it performs like two sidewall sprinklers placed back to ( •�bar) The Attic sprinklers provide the best level back with one operating element, Standard Finish: brass of protection and control cost by throws a narrow but long throw pattern. Model I K-Factor Thread Temp. Orifice eliminating the need for additional The narrow spacing along the ridge BBl "hz 1 7.8 i % 200-bulb "/. sprinklers and the associated cost. There serves two purposes. The response is just one branch line along the ridge for time is reduced by having the ;BB2,' 7.a I �/. 1200o bulb j �� the entire building unless there is a single sprinklers no farther than 6'-0"apart '863 � 7.8 �• 1200o bulb' �/, directional or hip sprinklers needed. In pBB1 5.6 i /1 212 link /z that case,there is still only one line in and the spray can be concentrated in BB2 5.6 I '/: 2120 link 1/2 each area. For example,a system in a (continued on page to) 883 5.6 Y: i 12°link '/z 60-0 wide attic would use 5 branch lines to 1 SD1 5.6 'h j 2120 link 1/2cover the main portion of the building and Technical !SD2 5.6 1 1/2 2120 link �/z several off-set branch lines to cover the I SD3 5.6 1 1/2 1 212-link '/z hip area. With the attic sprinklers,there is Data +HIP 5.6 1 'h i 2000 bulb' 1/2 just one line down the ridge and one down 91 each slope of the hip. This is Length: 3" (762mm)maximum' approximately 80%less pipe that needs Models: BB1-"/3z, BB2-"/a2, BBV/3z, Weight: 5 oz. (142 grams)maximum` to be installed. This saves the cost of the BB1, BB2, B63, SDl, SD2, *See page 2 for exact dimensions. pipe,fittings, hangers,and associated SD3, HIP labor for three branch lines. Also the Orifice Size: Yi (12.7mm) Of"/az" (13.5mm) patent Pending ! volume of the system is reduced. This (see chart) could reduce the size of the dry pipe valve K-Factor: '/x"=5.6 (817.08)Nominal or allow the 60 second requirement to be 17/32"=7.8 (111.54)Nominal met without an accelerator. (see chart) No.A-1.0 Back to BackTM Back to BackTM Dual Directional Attic SprinklerTM Dual Directional Attic SprinklerTM BB1"/32", BB2-"/32", BB3 "/3s" BB1, BB2, BB3 F _ J III� - 2 1/16' 21/2• Single Directional Attic SprinklerTm SD1, S132, S133 HIPTM Sprinkler - 3- i 2• r-= Use of U.L. Listed CPVC Piping To use BlazeMaster CPVC in the attic to feed the ceiling sprinklers on the floor below, there must be 6" of insulation covering the pipe extending 12" on each side away from the centerline of the pipe and the area above the CPVC must be protected by attic sprinklers (see figure 9). If the pipe is located inside the ceiling joist, the joist channel must be covered or filled with 6" of insulation on top of the pipe and the area above must be protected by attic sprinklers (see figure 10). 2 Design Data Specific Application Guidelines Area of Use: System Typg Wet or Dry Roof structures,combustible and non-combustible including wood joist and wood trussed attics with a ceiling below. Sprinkler Data: K-Factor,Orifice,Thread Size and Temperature see chart on page 1.. Hazard: Light hazard. Hydraulic Requirements: Maximum Roof Swan: For wet systems,the minimum design area shall be at least 60 feet for BB model sprinklers and 40 feet for SD model 1500 sq.ft.or 5 sprinklers,whichever is greater. For dry sprinklers and 28'for hip sprinklers(see figures 1,2& 12). See systems,the minimum design area shall be 1950 sq.ft.or 7 table on page 4 for minimum sprinkler flows and pressures. sprinklers,whichever is greater. In all cases,the most Roof span may be up to 80'-0"by using additional standard demanding sprinklers shall be calculated. spray sprinklers (see figure 13& 14). To Determine the Correct Flow and Pressure: Determine the Minimum Distance Between Attic Sprinklers: model span(measured flat)and the slope of the roof. Use this 4 feet as measured along branch line for 131317/32,BB or SD(see fig.3). information with the chart on page 4. There is no interpolation 3 feet as measured along branch line for HIP(see figure 11). of the flow and pressure shown. Round all cases to the next higher spacing. For example,a 45'-0'span with the BB1'7,i2' Maximum Distance Between Attic Sprinklers: 6 feet on would be calculated at the 60'-0"span. center along the branch line (see figure 3). Obstructions: Minimum Distance Between Standard and Attic SprinklersTM: See page 7 for guidelines. 6 feet as measured along the peak/ridge direction(see figure 4) and 26 feet in the slope direction for BB'T/az",BB and hip versions Maximum Coverage Area: 400 square feet. (see figure 6). Spacing for Back to Back Attic SprinklersTm is determined by Deflector Installation Position Below Peak/Ridge: twice the distance of the furthest throw measured along the 22"maximum, 16"minimum (see-figure 5). slope,multiplied by the distance along the branchline (maximum distance along branch line is 6'-0'regardless of the Minimum Distance Away From Trusses: length of the throw). Note: The distance along the Attic SprinklersT°" must be installed 6"away from the face of branchline may have to be reduced to less than the trusses (see figure 7). maximum of 6'-0"to remain under 400 sq.ft maximum depending on the slope and the span. In no case can the Maximum Distance From the Center Line of Ridge: 6" (see span exceed 60'-0"without additional sprinklers. figure 8). Spacing for the Single DirectionalTm Attic Sprinklers is the Maximum Distance For Hip SprinklersTm From the Center distance along the branchline multiplied by the distance of the Line of the Hip: 6" (see figure 6). throw down the slope. Regardless of the throw,the maximum distance along the branchline is 6'-0"the maximum throw, Maximum Ceiling Height Limitation: 40 feet measured horizontally is 40'-0",and the maximum spacing per sprinkler is 400 square feet. Use of U.L.Listed CPVC Piping_ To use BlazeMaster CPVC in the attic to feed the ceiling Spacing for the Hiprm sprinkler is the distance down the larger sprinklers on the floor below,there must be 6"of insulation slope multiplied by two multiplied by the distance between the covering the pipe extending 12'on each side away from the sprinklers as measured along the slope of the hip. centerline of the pipe and the area above the CPVC must be protected by Attic SprinklersTm (see figure 9). If the pipe is located inside the ceiling joist,the joist channel must be covered or filled with 6"of insulation on top of the pipe and the area above must be protected by Attic SprinklersTm (see figure 10). Insulation is for fire protection purposes. It is not freeze protection. 3 Attic Sprinkler Design Data Roof Span" Flow Pressure Sprinkler MQ I (gpm) (psf) j K-Factor Pitch BB1-"/32 60(to more than 20) 38 23.7 j 7.8 4:12 to less than 7:12 BB2-"/a2 60(to more than 20) 38 23.7 ; 7.8 7:12 to less than 10:12 BB3-"/a2 60(to more than 20) j 40 26.3 i 7.8 10:12 to less than 12:12 BB1 60(to more than 20) 38 46.0 j 5.6 4:12 to less than 7:12 BB2 60(to more than 20) 38 46.0 j 5.6 7:12 to less than 10:12 13133 60(to more than 20) 38 46.0 ! 5.6 10:12 to less than 1212 BB1 40(to more than 20) 1 25 20.0 5.6 4:12 to less than 7:12 BB2 40(to more than 20) 25 20.0 j 5.6 7:12 to less than 10:12 B133 40(to more than 20) 25 20.0 I 5.6 10:12 to less than 12:12 SDI 40(to more than 30) j 35 39.0 I 5.6 4:12 to less than 7:12 SD2 40 (to more than 30) 35 39.6 j 5.6 7:12 to less than 10:12 SD3 40(to more than 30) 35 39.0 1 5.6 10:12 to less than 12:12 SDI 30(to more than 10) 25 20.0 ( 5.6 4:12 to less than 7:12 SD2 30(to more than 10) ( 25 20.0 j 5.6 7:12 to less than 10:12 SD3 30(to more than 10) 25 20.0 j 5.6 10:12 to less than 12:12 SDI 10(or less) 19 11.5 j 5.6 4:12 to less than 7:12 SD2 10(or less) 19 11.5 j 5.6 7:12 to less than 10:12 SD3 10(or less) j 19 11.5 i 5.6 10:12 to less than 12:12 HIP "28(to more than 20) j 34 36.9 5.6 4:12 to less than 12:12 HIP "20(or less) I 2520.0 ! 5.6 I 4:12 to less than 12:12 This is the span as measured horizontal,not along the slope as shown in figure 1. The hip sprinkler spacing is measured as shown in figure 12. For BB and HIP sprinklers in attics greater than 60'and equal or less than 80'see Figures 13&14. i i 4 Figure 1 Figure 2 sl8rKWd 16'minimum S0MkW Attic 22'maximum Sprinkler g sko Singh oxacm,w a,acbmw Aft Aft scriau« sa-d« Dwwwon menson Span Direction Dual Directio S,ngi a�sorw Single o n n«w Figure 3 Figure 4 �4'-0'minimum Rid e - 6'-0'minimums Ridge 6'-0'maximum ✓ Attic Sprinklers Branch Une ; Standard Attic Branch Line t Sprinkler Sprinkler , Truss ' Truss P P Ceiling Ceiling Figure 5 Figure 6 t !� 16'minimum maximum g Q 26-0' o Minimum Attic Attic Sprinkler Sprinkler Standard Sprinkler 5 Figure 7 Design Guidelines To design a project with attic sprinklers use these steps as a guideline: Ridge • Determine if single,dual directional or hip sprinkler is needed. • Determine the roof slope is between 4:12 to 12:12. If more than one A slope is being-used on a project,select the correct sprinkler for each area. e Follow the guidelines for each type of sprinkler as follows: minimum Branch Line; , Tnm,• ; ' For Back to Back(dual direcflona • Determine the throw needed (see spacing requirements on page 3). If over 20'-0"up to 60'-0'is required,use the"/3i orifice dual directional Ceiling to reduce the pressure required,or if pressure is not a concern,use the%*to minimize over discharge. • If less than 20'-0"is required,use the Yz"orifice dual directional to Figure 8 minimize pressure and flow requirements. • Determine the distance along the slope. If the distance is not equal, s•,,, use the longer side. Multiply the longer side by two to determine the spacing down the slope. 400 divided by this will determine the maximum spacing along the ridge. The maximum is 6-0". For example,a 12:12 slope at the maximum span of 60 feet will produce a 1/ slope length of approximately 42.5 feet. That number multiplied by Attic two produces a 85'throw. 400 square feet maximum divided by an sprinider 85'throw only allows a 4-8 spacing along the ridge. Using the maximum spacing,space the sprinklers along the ridge. • Avoid obstructions as shown on page 7. If necessary,add standard sprinklers to maintain coverage around obstructions. • Calculate the sprinkler system in accordance with the appropriate flow and pressure information on page 3. There is no interpolation of 0e flows and pressures shown on the chap. Figure 9 For Sin gle Directional C Gt2�� _ �� !ZO PC • Determine the throw needed. 6" • As the 400 square feet is not a factor with the Single DirectionalT"',the maximum spacing is 6'-0"and the minimum is 4'-0'(see figure 2&11). (The reason 400 square feet is not an issue with the single Jois( directionalTm is because at its maximum spacing,6.O"on center/ covering 40'-0'fiat/a 12.12 slope/and the throw being 56.5 feet, the 400 square foot maximum would not be exceeded.) • Avoid obstructions as shown on page 7. If necessary,add standard sprinklers to maintain coverage around obstructions. —I• 1'-0°—� Calculate the sprinkler system in accordance with the appropriate flow and pressure information on page 3. There is no interpolation of the flows and pressures shown on the chart. Insulation of piping is for For Hip Sprinkler(see figure 11) fire protection, not • Verify framing direction is perpendicular to outside wall (see figure 11 & 12). If not,cover that area with standard sprinklers. freeze protection. • From the intersection of the top of the hip and the ridge the maximum distance down the slope of the hip is 3'-0'. Start the layout with the first sprinkler as close to that point as possible, but no further,while staying 6"away from the face of the trusses. Remember the slope of Figure 10 the hip is not equal to the slope of the roof from the ridge to the outside wall. Continue to space sprinklers down the hip at a maximum of 6'-0'on center as measured along the slope of the hip. When the bottom of the hip is encountered,the last sprinkler must be with in T-6°of the outside wall as measured flat(plan view). If this I�s pipe is'cut to fit"remember to take into account the different slopes OR S the hip verses and the tro of as well as view.distances measured along the slope _ / ✓ p • Avoid obstructions as shown on page 7. If necessary,add standard cavC sprinklers to maintain coverage around obstructions. 6 Figure 11 HIP Installation if Framed Parallel to Outside Wall I i ; j Single Directional i Attic SprinklerTM Back to Back Attic SprinklerTM Standard Sprinkers to be ! Ridge used in this area. Install per NFPA 13. When truss j s l o• ; direction is parrallel to Max. i outside wall, as.shown, see: j 60' figure 12 for joists I 3' 0"max.on slope perpendicular to outside wall. j i I 40'-ou maximum s o° ~Max. i Outside Wall �• i I ' i I i t Be sure that single directional sprinklers are installed vertical as the deflector compensates for the slope. Figure 12 HIP Installation if Framed Perpendicular to Outside Wall Outside Wall -------- Hip -- Slope--- Ridge 1 _Hp Sp 'nkler SI lope— +' \ 3'-0" max. (on slope) 28'-011 - maximum T-6" max. - Obstructions Obstructions to Attic SprinklersTm differ from standard sprinklers and the following criteria shall be used. i There can be up to a 6"obstruction, measured vertically, as long as it is 36", measured vertically, below the Attic Sprinkler. If the obstruction is closer or larger,there must be a sprinkler on the other side of the obstruction. See figure A& B. This does not limit the top cord of the trusses or the depth of the rafter, but rather obstructions that run across the trusses or rafters. Figure A Figure B G'max. NO Sprinww SPriNder R"gdrW If the obstruction is below the sprinkler, there must be 6"clearance over the top of the obstruction to allow water to pass both over and under the obstruction. The 6" is measured perpendicular to the slope from the bottom of the joist. If there is not 6"clearance,a sprinkler must be added on the opposite side of the obstruction. Figure C Figure D 3 3rMim. 6. 40 Figure E Figure F o .�-111111. No Sp%nWr Rea4red V Sw T"tl"1 Ducts, as per NFPA 13, require a sprinkler under For Vertical Obstruction, See Table 1 on Page 9. them if they are over 4'-0"wide. If they are not, then The maximum dimension of the obstruction is the no sprinkler underneath is required. width of the obstruction and the horizontal distance away from the obstruction is measured flat. 8 Table 1*— Spacing for Vertical Obstructions Maximum Dimension Minimum Horizontal of Obstruction I Distance to Obstruction t/z"-1' 6" >1'-4" 12" >4"-8" 24" >8"-10" 5' >10"-20" 10, >20"-30' 15' >30'-40" 20' >40'-48" 25' >48' sprinkler required beyond 'When minimum horizontal distance is less than Table 1, an additional sprinkler is required beyond the obstruction. Figure 13 Figure 14 BB and HIP Sprinklers Attics Greater Than If the attic has noncombustible insulation on the ceiling 60' and Equal or Less Than 80' below the attic sprinklers,the area of coverage is mea- sured from the top of the insulation. Width of Attic SprinklerTm Spacing —• Standajon spraynkler spacTZ to 6'! ' paced T-0-to 6'-0' cente on center - Zr� dP �—to,Max.—+--W maximum for Attic SprinMer-coverage —/0'Max.—► W Figure 15— BB and HIP Sprinklers Plan View Perimeter Protection s'-o• , Attic sprinklers in buildings over ,o' _ •; • • • 60'-0" up to 80'-0" wide Attic sprinklers in conjunction with Stan- _ dard sprinklers can be used to protect attics over 60-0 up to 80-0 wide. Attics over 80'-0"wide must use standard 80' ,. sprinklers throughout as attic sprinklers -- = so'-o have not completed testing in this sce- .�r - � & _ J k F nano. To use attic sprinklers in these -777 attics, space attic sprinklers to protect the r i �► -- - center portion of the building, add Stan- , dard sprinklers around the perimeter at a maximum of 7-0 and a minimum of 6-0 --- — on center. The hip sprinklerSTM can ,o' -- • • • • continue down the hip. Start spacing standard sprinklers a minimum of 31'-0" Start SSU Coverage by standard sprinklers away from the Corner. spacing at 31'-0" Max.T-0•on center away from comer 9 f (continued from page 1) the throw direction to obtain a danger of cold solder. To use the The system piping must be prop- ;, pattern that will cover up to 30'-0" HIP SprinklerTM, the framing must be erly sized to insure the minimum each side when measured perpendicular to the outside wall required flow rate at the sprinkler. horizontally. The three different (see rigure 12)and the maximum Check for the proper model,style, -� styles account for different roof throw cannot be over 28'-0" orifice size, and temperature rating slopes and the two different orifice measured flat. It, unlike the Back to prior to installation. Install sprinklers sizes allow lower flows and BackTm and Single DirectionalTM, is after the piping is in place to avoid pressures for smaller spacing. The run with the deflector parallel with mechanical damage; replace any Back to BackTM requires only one the slope and there is only one damaged units. line to be run down the ridge of the model with flows and pressures for attic to cover both sides. Be sure two different spacings. Wet pipe systems must be that it is installed vertically, not protected from freezing. Upon angled with the slope, and the Hydraulic Calculations completion of the installation,the correct model is used to compensate system must be tested per recog- for the slope. Regardless of which Attic Sprinkler""" nized standards. or combination of Attic SprinklersT"' In the event of a thread leak, The Single DirectionalTM is being used,the number of remove the unit, apply new pipe joint sprinklers to be calculated is the compound or tape, and reinstall. The Single DirectionalTM is much like most demanding;five sprinklers or a convention vertical sidewall. 1500 sq.ft.whichever is greater for Installation Sequence However,the pattern is a narrow, wet systems and seven sprinklers or long throw like the Back to BackTM. 1950 square feet for dry systems, Step 1. The unit must be installed in The Single DirectionalTM is basically whichever is greater. the upright position. half a Back to Back Attic SprinklerTM. Step 2. Use only a non-hardening The use is primarily for attics that Operation: The Attic SprinklersTM pipe joint compound or Teflon*tape. have shear walls running to the roof employ either a glass bulb or link Apply only to the male threads. structure. These situations require a activating mechanism. The glass Step 3. Hand tighten the sprinkler pattern in only one direction. bulb capsule mechanism contains a into the fitting. Use a Central ELO Another use is when the framing heat-sensitive liquid that expands Sprinkler Wrench,to tighten the unit direction is parallel with the outside -_ upon application of heat. At the into the fitting. A leak-tight joint wall in the hip area (see figure 11). rated temperature, the frangible requires only 7 to 14 ft.-lbs. of In this case,the Single DirectionalTM capsule ruptures,thereby releasing torque; a tangential force of 14 to 28 would be used on one side of the the orifice seal. The link version has lbs. delivered through a 6" handle slope and standard sprinklers would a thermal element which heat fuses, will deliver adequate torque. Torque be used to protect the other side. Be resulting in a rapid expulsion of both levels over 21 ft.-Ibs. may distort the sure that it is installed vertically, not the activating mechanism and the orifice seal, resulting in leakage. angled with the slope, and the sealing cap. The sprinklers will then All Attic SprinklersTM shall be correct model is used to compensate discharge water in a pre-designed oriented so the frame arms are for the slope. spray pattern to control or extinguish parallel with the branch line pipe. the fire. The 13131-"/32, 13132-"/az and B133- "/32, all use the GS-20 wrench (part The HIP SprinklerTM *1121). The BB1, BB2, B63, SD1, nsta I I at E1 o n SD2,and SD3 use an open end The HIP SprinklerTM covers the arear3 adjustable wrench. The Hip sprinkler of the hip in the attic. This is a uses the Universal wrench (part slightly different concept than the #1122) Back to Back"M or Single All Central Attic S rinklersTM must For all models except hip, install in DirectionalTM. The Hip Sprinkler"M is p the upright position with the frame located alongthe slope down the be installed according to these p arms vertical. The deflector takes then hip, and throws a 900 pattern toward guidelines and Standards. into account the slope. The hip the outside eaves. This allows the Deviations from these requirements and standards or any alteration to sprinkler is installed with the deflec- water to"comer"the fire and control the sprinkler itself will void any for parallel with the slope of the hip. it even at far distances. It does not warranty made by Central Sprinkler throw much water directly up or Company. In addition, installation down the hip but rather it throws most of the pattern out to each side must also meet local government (900) down the slope of the roof and provisions,codes, and standards as therefore can be spaced 6'-0"to 3'-0" applicable. on center down the slope without the *Teflon is a trademark of the DuPont Corp. 10 Care & qualified inspection service. Length of products found to be defective in time between such inspections can material or workmanship within a 11 vary due to accessibility, ambient period of one year from the date of Maintenance atmosphere, water supply, and site shipment. Please refer to the current activity. Price List for further details of the Sprinklers must be handled care- Do not attempt to reassemble or warranty. fully. They should not be transported otherwise reuse a sprinkler that has or stored where ambient temperature operated. Replace any sprinkler may exceed 150°F/65.50C. For best exhibiting corrosion or damage; Ordering results, store them in a dry, cool always-use new sprinklers of the location in the original shipping same type and temperature rating as Inf ormation package. replacements. 11 Do not attempt to replace sprinklers Do not install sprinklers that have without first removing the fire protec- Ordering Information: When been dropped or visibly damaged. certain placing an order, indicate the full with system from service. Be ce Sprinklers should never be painted, to secure permission from all A main product name. Please specify the coated, plated, or altered in any other ties Having Jurisdiction, and notify all quantity, model, style, orifice size, way from manufactured condition or personnel who may be affected during temperature rating, type of finish or they may not function properly. Any system shutdown. Afire watch during coating, and sprinkler wrench. sprinklers altered in such manner maintenance periods is a recom- must be replaced. Availability and Service: Central The owner is responsible for the mended precaution. p To remove the system from service sprinklers,valves, accessories, and proper operating condition of all fire mode,first refer to the system operat- other products are available through- protection devices and accessories. ing guide and valve instruction. Drain out the U.S. and Canada, and The NFPA Standard 25 entitled, the water and relieve pressure in the internationally, through a network of "Inspection Testing and Maintenance pipes. Remove the existing unit and Central Sprinkler distribution centers. of Water-Based Fire Protection You may write direct) to Central Systems" Company,contains guidelines and install the replacement, using only the Sprinkler C y ' minimum maintenance requirements. special sprinkler wrench. Be certain p y, or call (215) 362- q to match model, style, orifice, and 0700 for the distributor nearest you. Furthermore,the local Authority temperature rating. Having Jurisdiction may have addi- Afire protection system that has Patents: Patents are pending. _ withal regulations and requirements been shut off after an activation for maintenance,testing, and inspec- should be returned to service immedi- Conversion Table: ton that must be obeyed. 1 inch=25.400 mm stem for Inspect the entire sy stem y It is advisable to have sprinkler atel 1 foot=0.3048 M systems inspected regularly by a damage and replace or repair as necessary. Sprinklers that did not 1 pound =0.4536 kg operate but were subjected to corro- 1 foot pound= 1.36 Nm sive elements of combustion or 1 psi=6.895 kpa excessive temperatures should be =0.0689 bar inspected, and replaced if need be. =0.0703 kg/cm2 The Authority Having Jurisdiction will 1 U.S. gallon=3.785 dm3 detail minimum replacement require- =3.785 liters ments and regulations. Conversions are approximate. Guarantee: Central Sprinkler Com- . pany will repair and/or replace any OPT/MATM is a registered trademark of Central Sprinkler Company. 11 Town of Barnstable Department of Health, Safety, and Environmental Services MAW �� Public Health Division 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean FAX: 508-775-3344 Director of Public Heahh March 11, 1996 Ronald Silvia % Silvia& Silvia Associates l 619 Main Street Centerville, MA 02632 RE: Brislane Limited_Realty—Route_132, Hyannis A=253-18-1, 18-2, and 18-3 Dear Mr. Silvia: The Public Health Division does not object to the issuance of a building permit to construct only one office building which will generate 845 gallons per day on this 4.43 acre site at 1489-1513, Rt. 132, Centerville. i The building permit should be issued with a condition that either: (1) The septic system from the McDonough property commercial building will be disconnected, removed, or destroyed prior to the issuance of an occupancy permit. or (2) The applicant demonstrates the wastewater discharge will not exceed 330 gallons per acre per day(using the Title 5 System Sewage Flow Design Criteria under 310 CMR 15.203) prior to the issuance of an occupancy permit. Sincerely yours, T cKean Director of Public Health cc: Ralph Crossen • Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2001-40 -Brislane Limited Venture Realty Trust Modification of Special Permit 1996-06, Condition#2 Summary: )Granted with Conditions Petitioner: ris a Limited Venture Realty Trust Property Address: 15132A539 and 1489 Iyannough Rd.,-HT=n1t§,MA Assessor's Map/Parcel: ap 253,Parcels 018.001,018.002, and 018.003 Zoning: Highway Business Zoning District GP-Groundwater Protection Overlay District Relief Requested& Background On May 01, 1996,the Zoning Board of Appeals issued Conditional Use Special Permit 1996-06 to Brislane Limited Venture Realty Trust for the retail use of 11,250 sq.ft. located at 1489-1513 Iyannough Road. The total development of the site was 22,500 sq.ft. The other 11,250 sq.ft. was committed to office use, permitted as-of-right, in the Highway Business District. In issuing the retail use permit, conditions were imposed on the type of uses that could occupy the remaining 11,250 sq.ft. space. The conditions were: 2. The Specialty Retail Uses itemized as permitted under the Cape Cod Commission Decision are further refined and defined as follows. A. Apparel Store shall be one individual store specializing in the retail sale of clothing and shall not include"wholesale" or factory outlet or seconds shop. B. Furniture Store shall be limited to the sale of new furniture and/or carpeting. Interior design services may be offered in combination with the retail sales. Furniture sales shall not include appliance. Resale of used furniture is not permitted. C. Hard Goods is further specified as limited to a Computer Store including retail sales of and accessory items for computers and service but not including general office products or reproduction,printing and/or processing work. D. Dance Studio shall be permitted provided no on-site performances occur at this locus and no shower facility are provided." Brislane Limited Venture Realty Trust has applied for a Modification of Special Permit 1996-06, Condition#2 that limits the nature of retail uses permitted at the premises. Procedural &Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on February 06, 2001. An extension of time for holding the hearing and for filing of the decision was executed between the applicant and the Board. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened May 02, 2001, at which time the Board found to grant the modification. Board Members deciding this appeal were Ralph Copland, Dan Creedon, Gail Nightingale, Richard Boy, and Chairman Ron S.Jansson. Attorney Patrick Butler represented the applicant. A permit history, • including the Cape Cod Commission Development of a Regional Impact permitting process was • presented. Mr. Butler noted that part of the retail space has been occupied by Golf World which since vacated the space. He explained that the initial list was somewhat limiting, and that a larger list of uses is desirable. He noted that the development of the list was based upon keeping traffic-to a minimum, as expressed by both the Board and the Commission. The public was invited to comment and no one spoke in opposition or in favor. Findings of Fact: At the hearing of May 02, 2001,the Board unanimously found the following findings of fact: 1. In Appeal 2001-40, Brislane Limited Venture Realty Trust is seeking a Modification of Special Permit 1996-06, Condition#2 which limits retail uses permitted. 2. The applicant Brislane Limited Venture Realty Trust is located at 1513, 1539 and 1489 Iyannough Rd., Hyannis, MA,Assessor's Map 253, Parcels 018.001, 018.002, and 018.003 in a Highway Business Zoning District and a GP - Groundwater Protection Overlay District. 3. On May 01, 1996,the Zoning Board of Appeals issued Conditional Use Special Permit 1996-06 to the applicant for the retail use of 11,250 sq.ft. located at 1489-1513 Iyannough Road. The total development of the site was 22,500 sq.ft. 11,250 sq.ft. was committed to office use as-of-right, in this zoning district. 4. In issuing Special Permit 1996-06,the retail use permit were restricted in Condition No. 2. 5. The applicant today is proposing to modify the types of uses that could occupy the retail space. A list • of potential uses were submitted with the application. That list was further refined by the Cape Cod Commission in its March 21, 2001 modification of the original Development of Regional Impact (DRI) decision rendered in October of 1995. The Commission eliminated"bakery" as one of the proposed 25 uses due to peak traffic concerns. 6. The proposed change in permitted retail uses does not include any changes in the building or site layout. 7. The application falls within a category specifically excepted in the ordinance for a grant of a Modification of a previously issued Special Permit. 8. After evaluation of all the evidence presented,the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. Decision: Based on the findings of fact, a motion was duly made and seconded to grant the modification. Condition No. 2 of Special Permit 1996-06 is modified to read as follows: 2. The permitted retail uses of the 11,250 sq.ft. retail space is limited to the following; 1. Quality apparel (clothing store not 5. Sporting goods; including wholesale or factory outlet 6. Specialty Home furnishings (linens, or seconds shop; decorative tile, oriental carpets, 2. Hard goods (computer store); kitchenware,tableware, curtains, 3. Furniture store; furniture and decorative arts; • 4. Florist; 7. Antiques; 2 • 8. Book store: 16. Art supplies; 9. Specialty Foods, excluding 17. Toys; fishmonger, butcher or green grocer; 18. Exercise equipment; 10. Milliner; 19. Notions; 11. Shoes and leather goods; 20. Cosmetic and perfumes; 12. Fine arts; 21. Small electronics; 13. Jewelry (not made on site); 22. Personal Telecommunications; and 14. Musical instruments and supplies; 23. Gifts. 15. Equestrian supplies; The vote was as follows : AYE: Dan Creedon,Richard Boy, Ralph Copland, Gail Nightingale, Chairman Ron S.Jansson NAY: Ordered: Condition 2 of Special Permit 1996-06 has been modified. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17,within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. • �i\� 'ht t 6 Ron S''.Jansson, Chairman Date Signed I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision,and that'';., no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day o ' p under t�pains d penalties of penury. Zz Linda Hutchenrider, Town Clerli • 2 • e � t } S PAGE 20 _ Sk -r';.n. =`r°'{ x LEGAL NOTICES £ T,�?Yk11)OF�BARNSTIABiLE ZOIM1@k0OARD,f'�F.APPEl R NgTICE OF A-063 IC 4IEA�I1G U.NDIER TIDE TONtINGI RUP k DPIygNCE - 3 w +w m si ' , o s) terestec it or a#e �byrthe,onm BBartl o�Appeals utYd n a t t�1 pfFi�p erk,4A of the G i ere L3��vs Hof the C mmo wealt otassac us ems''L x x c'k t e4 a rt t �, 3` -sl ��� �fta1211 ; aendments thereto ygu are hereby(�otified that x �30 RM #,��°Appeal 2 0, 4'4a t i Marta A Sastro has applied�or a Special Permlt;under Section 4 14(2THome Occupation The applicant seelfs to conttruct a118 R24 work shed foirhomemaile crafts 1 r` k p tAp�arty h i§ hown on Assessor (v 'T50 Parcel 020ct isdtlCe sed�13$RPe 'sns tvTtils MA Irt a Resic entio! r Wing Dlstnct�� t �; t d x f s �J�p�M ,+� 31 �.s„ sx� B t t, � .,.'-4r . sir a� tltlie AQpea 2ud 1 +x �< k Ghrtstrzphai�y�U l6 Itec t or S t�f rm� R ra s s ' rtt o s kq ° � it n er�$ecil rt �3(W 01, r fpart en# sffaml�Y aPa� My 2Ji ion tan exlsUs�earnl v IUng jhePple sses'oti� roeOti andi ssecIr9 t £ YV indingCiSy�g}td, f R +1i , ItRaE onlnQis r ri 6w y � O PI I xW7Ap �0 94 nslarriellrrilt a 3 1' o e aas pi di(�catiop of it:t 996 • h,_ � 06 Cpncl tibn � 'atctie of er falFue s e fitted at the p e i�MTh pope} J 4N" 5ts�' � " �PcelOaotts� ndts(ddd� ssd�s aii53 ,ral yy ni �71A 1 a Hgipg �aYsB4 W,e!ss g?,nipl distnct tOr ' fil!'�� '' ffr ,j�$.gyt'k" � errylVtcNa(I r Tru,ee h appl e,�fora" an to e�ctIan&AMM—Bb k Rog3t'ation�s Mlruhtum Side Yarc�SgtbaeVhepplicnt sgekso I3n(ifove tree eating noh poriforrn £ Ongtryctures M.P. of 1 Q budding a end story tr each builds � he p erty Is�sh Wmollita s ;e°r Map 325 Pzarcei r addreared 393$Ocen Street,t yamsMA In P Residential B Zopiri Diatnt „ . C NlpNama�a4 nx e r fiA eai 200 t x}CerryMcNam�rFaTrste ,has ap�iecf for a $p€t IaFPemt under Sections Non c9nformltie Tie�a� c r ,+ f� d o $ stt4 acJtl�a�2id soryo�tlireeeispn non conformias ng ;� rsrentia!sEfuct�resTie n�Wegnt'Qrmlrlg,setbacJ�s#bf thestructUres will bamaiptaified the resent`I ex stThepr p'y" � Y { $ Y P Y 9 ert Is e�own on Assessor�s�Ma }-40 Parcel 0 2 and4111 k , addressed 389 b e Str eta pis'MAMA-N jftId6_t0rFMZori�h�IE�nct�s�� a_ i¢ 4 ®r ", --y"£� E. .z -•. ti ? These public Heagngs wiltbe heltl Rn the Hgan�gpppm,, egond�I o` owri Kali 3 7 Mai Stree#eHyanni$� asachs biSWenesda ,20"01Pans a app!ctio s inay t o reviewed ati he ion n ,Bda d, Appeals Of C-M V of RIHR af5�le Planni g blvi'siort `230;South Str ee tgnnlSIviA s s er r € �# qp�k ssA ha a si 1 gg L 31�_ '13{ f -ti �sk";� `' x`3fz{Ofi 5 `Jan$$On �if181[L71ah Zoning -aid of Appeals The E3amstablePatf�ot' F'6� y r Y nl t2 andA n19 200 x rMM AP P t x • ofR CAPE COD COMMISSION 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MA 02630 (508)362-3828 CHU FAX(508)362.3136 E-mail 74260.3152@compuserve.com TO: Town of Barnstable Town C1erk,'Building Inspector, Conservation Commission, Planning Board, Board of Appeals, Board of Health and Chief of Police: FROM: Katharine Peters, Clerk of the Commission _` SUBJECT: Modification of t 'e Brislane Limited Venture ealty Trust Development of egio pac ecision DATE: October 2, 1997 Enclosed please find copies of modifications to the Brislane Limited Venture Realty Trust Development of Regional Impact (DRI) Decision which was originally voted on May 23, 1996. Should you have any questions, please do not hesitate to contact our office. °V BAR�s CAPE COD COMMISSION' 7 0 = 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MA 02630 �r,9ssA: USw�S FAX 08) 62- 828 CH ( ) 2 3 36 E-mail:74260.3152@compuserve.com DECISION MODIFICATION DATE: June 2, 1997 APPLICANT: Brislane Limited Venture Realty Trust c/o Joseph Keller 10 Derby Street Hingham,MA 02043 RE: Brislane Venture Realty Trust Modification to DRI Approval CCC #TR95012 On June 2, 1997 the Regulatory Committee of the Cape Cod Commission (the "Commission") voted to allow a modification to the Brislane Venture Realty Trust project referenced above. The requested modification was determined to be a Category#2 Modification under the Commission's Administrative Regulations. The Committee approved a modification to allow the applicant to substitute a recorded open space deed restriction for Open Space Parcels #2, 3, and 4 in lieu of a conservation restriction as required in the original approval. The modification approval is subject to the following conditions: 1. Open Space Parcel#1 will be permanently protected through the recording of a Conservation Restriction; 2. Any changes to the designated open space contained within Open Space Parcels#2, 3, or 4 shall be pre-approved, in writing, by the Commission. The amount of open space on the site shall continue to equal at least 40%; 3. The proposed deed restriction shall be modified to reference the "Open Space Designation required pursuant to a DRI Decision of Approval of the Cape Cod Commission" and by adding a provision authorizing the Commission to unilaterally re-record the restriction without further action by the Grantor. Contingent upon compliance with the conditions stated above, the Commission hereby grants the request of the Brislane Venture Realty Trust to modify its DRI approval to be released from the requirement of placing Open Space Parcels #2, 3, and 4 under a conservation restriction and to allow restric hose parcels through a deed restriction, as presented by the applicant and as,set forth a e. Z"7 ? . Gre Si e an ha Date COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, ss. Subscribed and sworn to before me this 0' day of, /,l-Gt�, 1997 S Notary Public My Commission Expires: OF BaR�'t CAPE COD COMMISSION 9 U �\ 3.225 MAIN STREET P.O. BOX 226 BARNSTABLE, MA 02630 y S (508)362-3828 SSACWAU FAX(508)362-3136 E-mail: 74260.3152@compuserve.com DATE: June 11, 1997 TR# 95012 TO: Brislane Limited Venture Realty Trust c/o Joseph Keller 10 Derby Street Hingham, MA. 02043 FROM: Cape Cod Commission RE: Modifications of a Development of Regional Impact Decision, Section 7,(d),(ii), Cape Cod Commission Administrative Regulations 4/14/97 , PROJECT: Brislane Limited Venture Realty Trust/Route 132 Development BOOK/PAGE: Deed Book 8779 Page 61 MODIFICATION OF DEVELOPMENT OF REGIONAL IMPACT DECISION The May 23, 1996 DRI Decision issued for Brislane Limited Venture Realty Trust, pursuant to Section 12 of the Cape Cod Commission Act, by the Regulatory Committee of the Cape Cod Commission on the following dates: 1/29/96, 3/11/96, 9/16/96 and 12/2/96 for the above referenced project is hereby modified as follows: 1). 1/29/96 Regulatory Committee Meeting: The 10/5/95 DRI decision was modified by striking the second sentence of finding#13 and replacing it with the following language: "The applicant will provide a direct inter-connection for vehicular traffic between the project site and adjacent motel, retail and office building. " 2). 3/11/96 Regulatory Committee Meeting: The Committee reaffirmed condition #4 of the 10/5/95 DRI decision to allow for the phased construction of the development which would allow the office building to be constructed first. 3). 9/16/96 Regulatory Committee Meeting: The 10/5/95 DRI decision was modified by changing the length of fence required in condition#36 on the eastern property line from 255 to 215 feet. . Brislane Limited Realty Trust DRI Decision Modification 6/ 11 /97 4). 12/2/96 Rezulatory Committee Meeting: The 10/5/95 DRI decision was modified by the following actions: 4a). The site access approved general layout plan dated August 28, 1995 was modified by state and local permitting agencies by removing the left hand turning lane on the NW bound lane of Route 132 and adding a traffic island which allows right in and right out only. 4b). The approved general layout plan dated August 28, 1995 was further modified by providing an vehicle inter-connection between the Brislane and McDonough properties. 4c). The 10/5/95 DRI decision was modified by striking the first sentence of Condition#36 and replacing it with the following language: " Site landscaping shall be undertaken per the landscape plan LI prepared by Silvia and Silvia, dated September 14, 1995 and as revised in the plan entitled Brislane Limited Ventures, Revised Landscaping Plan - Route 132 Berm, prepared by Sharon Rooney, dated March 3, 1997." 4d). The 10/5/95 DRI decision was modified by.striking Condition #36 and replacing it with the following language: "The applicant shall install and maintain a six (6) foot high opaque wooden fence and 180 linear feet of the western prope line:' LI Gr4 Sil e a , C an D to COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. yr,Subscribed and sworn to before me this �� day of JT19964� NAME, Notary My Commission expires: 'My Commission Expires December,5,'.`° Brislane Limited Realty Trust DRI Decision Modification 6/11 /97 of BA s� CAPE COD COMMISSION 3225 MAIN STREET V P.O. BOX 226 BARNSTABLE, MA 02630 (X068 ` CH U FAX(508)362-336 E-mail: 74260.3152@compuseNe.com TR # 95012 DATE: July 21, 1997 TO: Brislane Limited Venture Realty Trust c/o Joseph Keller 10 Derby Street Hingham, MA 02043 FROM: Cape Cod Commission RE: Modifications of a Development of Regional Impact Decision, Section 7, (d), (ii), Cape Cod Commission Administrative Regulations, 4/14/97 -- PROJECT: Brislane Limited Venture Realty Trust/Route 132 Development BOOK/PAGE: Book 8779 Page 61 -------------------=--------------------------------- MODIFICATION OF DEVELOPMENT OF REGIONAL IMPACT DECISION ' The October 5, 1995 DRI Decision issued for Brislane Limited Venture Realty Trust, pursuant to Section 12 of the Cape Cod Commission Act is hereby modified by a vote of the Cape Cod Commission's Regulatory Committee on July 21, 1997 as follows: 1. Vehicle Interconnection: a) Finding #22 is modified by replacing the figure "$60,836" with the figure "$44,054" and by adding the following language after the period "and have agreed to construct a vehicle interconnection between the project site and the adjacent McDonough parcel." b) Condition #9 is modified by replacing the figure "$60,836" with the figure "$44,054" and by adding the following sentence: "The applicant shall construct a vehicular interconnection between the project site and the adjacent McDonough parcel;, r 2. Open Space: a) Condition #21 is modified by striking the last sentence and adding the following sentence: "Prior to obtaining a final Certificate of Compliance the applicant shall either P proof roof of recordingof a Commission counsel-approved Conservation Restriction, or provide, in escrow, a Commission counsel-approved Conservation Restriction executed by the Brislane Limited Venture Realty Trust, which escrow agreement shall authorize the Cape Cod Commission to amend the restriction as necessary to reflect changes requested by the Town of Barnstable or the Commonwealth of Massachusetts and to unilaterally record the Conservation Restriction." This modification was determined by the Regulatory Committee at their meeting on July 21, 1997 to be a Minor Modification #2 pursuant to the Cape Cod Commission's Administrative Regulations, adopted 10/10/91, revised 5/12/97. Madeleine Bebout, Chair D COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. -� Subscribed and sworn to before me this day. of 1997 AME,�otary My Commission expires: 5.1997 Brislane Limited Venture Realty Trust DRI Decision Modification 7/21/97 Of B `''s,. CAPE COD COMMISSION 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MA 02630 9�SACHUS (508)362-3828 FAX(508)362-3136 E-mail: 74260.3152@compuserve.com DATE: August 18, 1997 TR# 95012 TO: Brislane Limited Venture Realty Trust c/o Joseph Keller 10 Derby Street Hingham, MA. 02043 FROM: Cape Cod Commission RE: Modifications of a Development of Regional Impact Decision, Section 7, Cape Cod Commission Administrative Regulations 4/14/97 PROJECT: Brislane Limited Venture Realty Trust/ Route 132 Development BOOK/PAGE: Deed Book 8779 Page 61 MODIFICATION OF DEVELOPMENT OF REGIONAL IMPACT DECISION The May 23, 1996 DRI Decision issued for Brislane Limited Venture Realty Trust is hereby modified, pursuant to a decision of the Regulatory Committee on 8/18/97, as follows: 1.)By modifying condition#17 of the DRI decision to read as follows: All material considered hazardous which is being held as inventory prior to being offered for sale by the tenant stores shall be stored in an area with impervious floors and without floor.drains. All tenant stores shall be required to both report and clean up releases of any hazardous material or waste. 2.)By modifying condition#21 by st:rildng the last sentence and adding the following sentence: Prior to obtaining a final Certificate of Compliance the applicant shall either provide proof of recording of a Commission counsel-approved Conservation Restriction, or provide, in escrow, a Commission counsel- Brislane Limited Realty Trust DRI Decision Modification 8✓18/97 i - approved Conservation Restriction'executed by the Brislane Limited Venture Realty Trust, which escrow agreement shall authorize the Cape Cod Commission to unilaterally record the Conservation Restriction. (Note: Condition modified by Regulatory Committee on 7/21/97 and again on 8/18/97.) Both amendments were voted as a category #2 modification not requiring further Commission review pursuant to the Commission's Administrative Regulations, Section 7, as adopted on 10/10/91 and revised on May 12, 1997. 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I. ,. • - t . - Cif Il� 34' f�E M1 t t ( { �` k}IrK ` I' ( Y {� ,t t Fpf; ''�Stkr ,rr€rt9I F- 1 't'�y t F,ti- ! �� �� ,, MJD, ON'i' ' MFPt1�NY INr 1 a= I �. . ,, t fi JWOODCARVERS/SIGNMAKERS #lt 4 .i Y a i,t<« 376ERTE .;130� P,O'`BOX W ,ij-lkf# i : " ''V I_qj( SANDWICH MA.'02563 �(508),888'0$65" ' . ° +'' a. .r:..�,. rr_«'..(;,�:.«.}N><£�6"T.'.Xt' �� aM,.v.E.. 11.+., �:5,z ..Ii E 2 1 k " .,v 1. .,.E„ r �}+ E Ii 4 _ J r t c I I `{ � I r . il .1 -- -_ _ ____. _ _—_._.,___-_ _ _— _-.__.,__ _..____,__,__.__.___.-___—_._.------.—._ i _ _ r ;� i ,,�*� } • ap Y. _ t.,, I. ..J;r, SHEET 1 OF 3 �- o \ WETLAND o A2 o z 0 z o m PROPOSE!-! CATCH BASIN & TRENCH � \ OVA A A o o � ��0 \ 45 A6 A7 `�' + SEE SE-3-2980 FOR ORDER OF CONDITIONS � r \ rZi PROPOSED CATCH BASIN & LEACH TRENCH (0 co — / m CEN ER_INE OF LAYOUT 200' WIDE Q � r o \\ 00 200.00 150 cn °' + O Q \ / � #8,, 180.41' PIPE -PROPOSED BY PASS LANE �r �' I 1�s.ss' d W — — — — f' w _____ �! edge of existing pavement — — �' Q ~ _ _ _ _ _~ __ __ --- -- -- — — �_ T — / _.52 01 �n � — CLOSE ENTRANCE & EXTEND GRANITE CUR CATCH BASIN TO BE ADJUSTED STA T�' HIGH WA RO M TL 13 CAT/CFI E'^';NS CONVERTED TO MAN HOLES & SIDEWALK TO PR85ERTY LINE O�A� o /0 200' WIDE PROPOSED CATCH BASIN /// '._' II�- \ ISLAND pave sidew SIDE WALK �P WHEEL CHAIR RAMPIt C, PROPOSED NEW SIDEWALK cv \ \ ® ? WHEEL_ CHAIR RAMC' 4A WALL tiF�c o� 2ao NOTE: FOR CON` ?r<OCTION DETAILS OF BY PASS LANE & ENTRY SEE PLANS BY o, \ TEL. BOX \ �q 22 FAY- SPCI ' ORD & THORNDIKE INC. RE FEB. 27,199 'U AND STATE ENTRY PERMIT DATED MAR 7,1996. m� '7'6 7'37'E S62°17'37"1~., S62, 17'37 159.29' C.B.FND. 241,J2' C.B.FND °o — �J► 658.68' n Z o u) m m m M r`* CO i MOUND 4' HIGH n n MOUND HIGH oo m /S� NC q v� 3 00, 1 - lr� o 40 18 spar:.s N U Z � 8'�HGide '� / �/ -Z ORE 'LANE -11�opo 15 aces UNDISTURBED AREA �' BUILDING OFFSET LINES - �' --- GRASS GRASS � GRASS �- ao GRASS J w Q _j RET INING * DESC GRASS o -- GRASS 14' COVERED W4k�'k ALL GRASS x o ri - OWNER: �t Q 45.8' RIC 794 PUTNAM AVE. - ""Fol / 160.00 ' // / COTUIT, MA. !/ DEED RE .: BOOK 8779 PAGE 61 14' COVERED WALK - i /' APPLICANT: co 77 -7 �--��-- /� / / / / f' 1 BRISLANE LIMITED VENTURE R.T. ty RETAIL (+�UILDING �/. 15.8 0.00' C/O JOSEPH KELLER 140.00' ,J o MON. HIT o 9 N� o � _.__ 101 DERBY ST, OFF .8 // i' % 0 /t 30' HINGHAM, MA. <� j 19' 24' o ' ! / t ,1XFER 'NEER:INC. I , o0 MAIN ��O �i 2 STREET /_�. �80.00 ` rJ i r:ViLLE, MA. cP s _ .; �I✓L SQ. FT. ACRES FIRE LANE DELIVERY LANE o PARKING CALCULATIONS d WETLAND 7 702 0 18 \ "- / i / '� �` ' '- - - _ \` 11,250 S.F. - OFFICE - 2 UNITS = 11,250/300 + 2 = 40 SPACES 11,250 S.F. - RETAIL - 2 UNITS = 11,250 200 + 2 = 59 SPACES 146.00, TOTAL REQUIRED = 99 SPACES TOTAL SHOWN = 102 SPACES UPLAND 185>305 4.25 !, , �, PUMP HOUSE 5 SPACES RESERVED FOR THE HANDICAPED ARE INCLUDED. �? TOTAL 193,007 4.43 �� NO> \ sidew'alk �� I 14 spaces ©= H\NDICAP PARKING SIGN HIGHWAY BUSINESS Co D p J ALL UPLAND 135,538 17 spaces w 3.11 y� �O DUMPS IRS h I BUILDING (INCL. COVERED WALK) 28,838 0.66 �2 CJ < 6� f 8' S' 8' 11 spaces O O r _ Z M CV Q O � � ^ r- u O C . n IMPERVIOUS 81,928 1.88 �6' `P emu, �� �G-�. �`�J, \ � � _ k`�' � CD 0 � � � �O, (�� ` r 19 spaced ' l CO tw- Z c��l NATURAL STATE 57,374 1.32 y \` / ^ Q o Q o LANDSCAPED AREA 47,514 1.09 I` ,� ti. ' WORK LIMIT Q o' >- ��, i z = i�I C~Y.BUSINESS Q BUILDING COVERAGE = 28,856/ 135,538 = 21.2% RESIDENCE D-1-ZONE.... 3 C p � UND1ST61RdED AREA_....._ +t N 57,374 - ° NATURAL STATE / 185,305 - 30.96% Cu A') c� IMPERVIOUS AREA = 81,928/ 185,305 = 44.2% C.B.FND. �yl� �1t t ENCLOSED BUILDING AREA = 22,500 S.F. INDEGENOUS VEGETATION BUFFER.ZONE 2 UNDISTURBED AREA ' t� ° w GENERAL LAYOUT PLAN Z ioN IN (HYANNIS) LAWN I BARNSTABLE, MASS . PLAN � FOR SCALE: 1" = 30' A_2 BRISLANE LIMITED VENTURE� A-4 A- _.f� Rrl , � GRAPHIC SCALE R5 R`: REALTY TRUST0 15 30 6C A R5 A-1 _��_ EZ 5 / % A-16 SCALE: AS NOTED DATE: AUG. 28 ,1995 A_� n REV. SEPT. 7,1995 REV. NOV. 14,1995 REV. JAN. 2,1996 REV. : MARCH 25,1996. . ,ors°t� I A-15 BAXTER & NYE INC, Q°tea SHALLOW .POND �,C;a-��/' REGISTERED LAND SURVEYORS �+�F �s \ �� A- ur' '� d 1g AN. °y ease �eti�or -13 OF CIVIL ENGINEERS a wl��lAM C. (A GREAT POND) ` '"_ _ age of DETER ❑STERVILLE, MASS, �a N Y ' \ e SULLIVAN �� °" No. 19 4 A-1 q-12 NO.29733 �sT + o A-11 CIVIL `' 4 It IA � #94153CR-10