Loading...
HomeMy WebLinkAbout0420 ATTUCKS LANE Perm 14-- rl q S36> - army TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 7U-0Y0-021 27Y-6qL Map --I - Permit# r7 `- 1�o *ee �; Health Division �rv3 ��0qF �►d Date IssuedConservation Division4 / Application F Tax Collector Permit Fee Treasurer N� 1 APPLICA10 MUST COWCTIO OB1 A SIr Planning Dept. f 2NSTRRING HERMIT" L o CTION VISION p 0, Date Definitive Plan Approved by Planning Board �- K S -% -p,r 0�� �O �g �` r _ Historic-OKH Preservation/Hyannis 9 Tel a® `� �� _ FJ1 Nust G&AW F-0 Project Street Address qQ D Village 13819 A`4VY_s Lo-n2 Owner Address Telephone 1 o r TaA1n0 GTV LAzy 5 1 Permit Request aIs DET `s� fnC to 9 Square feet: 1st floor: existing proposed 2nd floor: existing pr pos d Total new Zoning District Flood Plain inn►e�C Groundwater Overlay 14P Project Valuation 2 . Z9 9 q b Construction Type Lot Size O Grandfathered: ❑Yes kNo If yes, attach supporting documentation. m Dwelling ype: dingle Fa ily ❑ Two Family ❑ Multi-Family(#units) } � �x Age�of E ting&ructure Historic House: ❑Yes ANo On Old King's Highway: ❑Yes XNo ` !. 1 Basem@ Typk ❑Full ,�n Crawl ❑Walkout ❑Other Basemet Fired Are (sq.ft.) Basement Unfinished Area(sq.ft) _ N ' Number of Baths: F II: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: VGas ❑Oil ❑Electric ❑Other Central Air: Games ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ;"o Detached garage:❑existing ❑new size — Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded Cl Commercial W<es ❑No If yes, site plan review# --0 Current Use C� r- 1W I sj�-�- Proposed Use ('p14a�L BUILDER INFORMATION Q G� Name I//+�1�2� � (dl , �r Telephone Number ��4 P Address License# ��(� 26 A9&� -1 A�etHome Improvement Contractor# Worker's Compensation# :51r- a6zpRofm- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO � A LO SIGNATURE DATE �� 6 FOR OFFICIAL USE ONLY kRMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS _ 1 r) VILLAGE d- OWNER J -� r i• ' , DATE OFJNSPECTION: FOUNDATION FRAME 'Ell � - INSULATION FIREPLACE ELECTRICAL: f ROUGI-� J FINAL PLUMBING: ROUGH ',- FINAL- ' GAS: ROUGH , ,; - FINAL FINAL BUILDING DATE CLOSED OUT _ ASSOCIATION PLAN NO. " 4 1 3 L e { `WWN OF 4AHNSTABLE BUILDING` PERMIT PARCEL ID 000 000 285 GEOBASE ID ADDRESS 4-29 4 .*1%7' H AD PHONE �. BARNSTABLE ZIP LOT 7,8 Li A SBLOCK LOT SIZE _ DBA DEVELOPMENT DISTRICT ;J�A PEBMMIT TYPE BUILDC TI' LEIPTION COMMERCILLBUILD�NG2 TAIL CONTRACTORS: CHRISTOPHER J EFSTATHION Department Of ARCHITECTS: Regulatory Services TOTAL FEES: $14,067.77 BOND $.00 CONSTRUCTION COSTS $2,289,798.00 324 PROF, BA 1 PRIVATE �R0,�1 +► BARMABLE, FD MA'S I BUILDIl. G DjISION BY , l // DATE ISSUED 06/25/2004 EXPIRATION DATE /Ly " i TOWN OF BARNSTABLE BUILDING PERMIT PARCEL-ID 000 000 285 GEOBASE ID ADDRESS -4'20-HABAVAY—ROAD '' PHONE , rBARNSTA6 ZIP,. LOT 7,8 ��� f 1 BLOCK LOT S I ZE - D13A DEVELOPMENT DISTRICT BA I PERMIT IL DESCRIPTION OILL 2 RETAIL PEMI TYPE BUDC T M RCAEUILDING CONTRACTORS: CHRI STOPHER J EFSTATHION Department of ARCHITECTS: Regulatory Services TOTAL FEES: $14,067.77 BOND $.00 0�Via CONSTRUCTION COSTS $2,289,798.00 324 PROF, BANKS, OFFICE BLDG I PRIVATE . )*0 * BAMSrABLE, FD MA'S� BUILDI D ISION BY DATE ISSUED 06/25/2004 EXPIRATION DATE ! C1 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 MAYBE 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. I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I �j I N,001 ISsQe- C.em-_(� 1� I e-off / OtttI05 CI �C.r✓c,2 C' I C e 3 } �/0 -4� 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT I Ir-v O S S 4_e CQ. 2 1 '�'- is S' BOARD OF HEALTH I / I SITE PLAN REVIEW APPROVAL OTHER:®QE, T, - ��.c � ��,IvZ 2tr•�4 Y 1 . 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. 4 l ��J r TOWN OF BARNSTABLE 056 000 ads CERTIFICATE OF OCCUPANCY PARCEL ID 7" '^ GEOBASE ID 41223 ADDRESS TTUCKS LANE PHONE oBARNSTABLE ZIP - LOT 8 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 81805 DESCRIPTION B J 'S WHOLESALE PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY I ARCHITECTS: Department of Regulatory Services TOTAL FEES: $75.00 BOND .00 CONSTRUCTION COSTS $.00 4- s MISC. NOT CODED ELSEWHERE 1 PRIVATES , 1AMSTABLE, MASS. 639. A1� MA'S BUILDINGS' - ISO 4 _ BY DATE ISSUED 02/16/2005 -E PIRATION DATE t r ¢ d , TOWN OF BARNSTABLE - TEMPARY CERTIFICATE OF .00CUPANCY t «-q - ~PARGEL ID 274 040 001 GEOBASE ID;' 41223 . ADDRESS 0 ATTUCKS LANE -- � PHONE BARNSTABLE 5 ZIP - LOT 8 i BLOCK f LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 81805 DESCRIPTION 60 DAYS TO STOCK NON PERISABLES ONLY PERMIT TYPE BTC00 TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: Department of ARCHITECTS: Regulatory Services , TOTAL FEES: $75.00 BOND $.00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE +► - ol &UMSTABLE, • MM& 039. ED Mpl A BUIL, IN.� IVISION BY /1 .,O DATE ISSUED 01/18/2005 EXPIRATION DATE 03/18/2005 a _ TOWN OF 'BARNSTABLE TEMPARY CERTIFICATE OF OCCUPANCY PARCEL- ID 274 040 001. ., GEOBASE IDI 41223 ADDRESS 0 ATTUCKS LANE { PHONE I � BARNSTABLE ,�, 5 TM ' ZIP LOT 8 ' ^ BLOCK LOT SIZE ff DBA DEVELOPMENT DISTRICT BA PERMIT 81805 DESCRIPTION 80 DAYS TO STOCK NON PERISABLES ONLY . PERMIT TYPE BTCOO TITLE TEMP. OCCUPANCY PERMIT E CONTRACTOR a: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $75.00 BOND $.00 dfr CONSTRUCTION COSTS $.00 753 MISC_ NOT CODED ELSEWHERE 1 PRIMATE I,/ * BAENTSTABLE, • `` MASS. 039. BUILDIN,q ,IVISION1 BY DATE ISSUED 01/18/2005 EXPIRATION DATE 03/18/2005 I. e I 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. I MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS 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 gNICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY.POST.THIS CARD SO IT IS VISIBLE I _ OM $TREET I I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I 1 1 1 I I I I I I I 2 2 2 I I I I I 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT . I I 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL I I 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. BUILDING � PERMIT I FEB-16-2005 15:31 From:CRPE COD COMMISSION 5093623136 To:915097906230 P.1f2 R f '1 E .ECOYII S!" RANSM::[TTAL COVER MEET DATE: VOW PAGES: 2 (inaluding 4110 page) TO: FROM: NA.,VI.E: Tom PerLti NAlV1E:.M.wjha Fleyrnor FAX#:?2Q-6;3Q FAX k :136 LOCATION: karngu l;Buildine�Qep.L LOCATI.ON:Cn Cod Commission PHONE: 02-4027 PHONE: (508)36¢ -3828 Comments: Certificate of Compliance for Ws. Please call if you have any questions. Thanks. IF YOU DO NOT RECEIVE ALL THE PAGES, PLEASE CALL BACK AS SOON AS POSSIBLE, THANK YOU. I TOWNy OF BARNSTABLE �. .� BUILDING PERMIT PARCEL ID 000 000 285 GEOBASE ID ADDRESS 420 HADAWAY ROAD PHONE BARNSTABLE ZIP - i , LOT 7,8 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA Pgg II gg �� ggAALg g fiRMIT TYPE BUILDC TITLETPTTON CCOOMM�ERCIAL BUI&D 72 RETAIL CONTRACTORS: CHRISTOPHER J EFSTATHION De artmentof ARCHITECTS: P Regulatory Services TOTAL FEES: $14,067.77 I� BOND $.00 : CONSTRUCTION COSTS $2,289,798.00 . I 4 )' 324 PROF, BANKS, OFFICE BLDG 1 PRIVATE .. +► anRtvsrasi.E, m ((. Irtass: BUILD G D ISIO.N BY DATE ISSUED 06/25/2004 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. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS C/o y�J9 -Q16 4t IdAw_V_A .�bv��. v,Z•rl ']r's cy �r a wy.1�, s��N/Cie /_ �G+/�(iC 1z 1 01 ��✓Z� v 2—�-- l l 2 0 S 2 ill 2 CAnl 0-r- lSScte. Getty;c - 11- 1 0-05 ( ' O��p{!✓C Z"&a C e r,,� l o 3 ;-.. pj -©jf 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT © S 5 4 e 2 11- i�o,-0� BOARD OF HEALTH s� Ifffi- pl, OTHER: ®Q� �QC' SITE PLAN REVIEW APPROVAL �!u 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 PROJEC / V-Z NAME: ADDRESS: PERMIT# 2 DATE: c� M/P: LARGE ROLLED PLANS ARE IN: BOX'2!L SLOT DATE: d 7 q/wpfiles/archive , PROJECT NAME: ADDRESS• _ PERMIT# DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX' �� i r SLOT ,3Ly DATE: � nLxxmfilae/arnhivP __: FROM :THE TARKINOW GROUP FAX NO. :6172444102 Apr. 07 2004 09:26PM P1i1 RPM Q7 04 09:47a Sohn � 5be 420 89g3 p. l e*TME Town of Barnstable Regulatory Services Thomas F.Geller,Director Building Division Tom Perry, Building Commissioner 200 Main Shree►, Hyaneis,MA 02601 Office: 508-8624038 T4x,: 508-790-6230 Property Owner Must.Complete and Sign This Section If Using A Builder I,_ Mae- 4 r 3�►oW� �re�,��,as Owner of the subject property hereby authorize ,fAILS414 �.%JQ to act on my bchalf, in all matters relative to work authorized by this building permit application for(address of job) V O Signature of Owner Date YY10a- \ar k Print Name Anna Brigham Brigham Consulting Zoning&Permitting Facilitator TRANSMITTAL To: Tom Perry, Barnstable Building Commissioner Date: May 19, 2004 f Re: BJ's Wholesale Club Building Permit Application I am transmitting herewith the following documents in order to apply for a Building Permit for the BJ's Wholesale Club facility on Hadaway Road, Hyannis. 1. Building Permit application with Contractor information 2. Copy of the Development of Regional Impact Decision from the Cape Cod Commission, 4/15/03 (book 17092,pg 301) 3. $too filing fee 4. Road Bond 5. Plot Plan by Costal Engineering #C14825ANR, 12/23/03 6. Quitclaim Deed 7. Site Development Plan (1 set full and reduced)by Costal Engineering SD1- SD7,dated 1o/6/03, 11/14/03 8. Building Plan(1 set full and reduced)by Bignell,Watkins, Hasser, issued 8/4/03,w/revisions to 4/8/04 9. BJ's Hyannis, MA Project Manual 1o.Letter of Permission from Owner, 4/6/04 i1. Copy of Site Plan Review approval letter 1/26/04 Please let me know the balance due on the permit fee and I will ensure that a check is sent as soon as possible. Please do not hesitate to contact me with any questions. Thank you, Anna Brigham PO Box 943 Cotuit,MAo2635 annabrigh`m(Omsn.com Mobile 508 292.705o Fax508 420.9883 1 Apr •27, 2004 2:27PM BARNSTABLE fire dept No•O559 P. 2 ARNSTABLE FIRE DEPARTMENT y'wg�DauSyFp i' ;, 3249 Mainz Street---P.O. Box 94 Bamstable,Massachusetts 02630 508-3622-331.2 �..._.• FAX, 508-162-8444 Robert M. Crosby Gleon S.Coffin FIRE CHIEF DEPUTY FIRS CHIEF rcrosby@barnstabfefire.org gcoffin4@barrtst6kb10re.org Building Code Compliance and Plans Review Worksheet Date of Review: el D'' Property Name: ,/ "s � Plan Review#: Address A/— Type of Document NIA RCVD RVWD C®MPLIE Narrative Report ✓ �.-� Firefightin Rescue Access Hydrant Location Water Sita I Sprinkler Control Systems Stand Pipe Systems ;, � ; ;y '`" ✓ Stand Pie alve Locati,o�ls i. ...•• �,• s;..:".;• Fire Dep t Conn$6%%i, "'f Fire Pro. ,, p"*'' lgnal.-J§ €�:4t' ; �:.• 7T. .I xY. FPSS a:T �'. ':"��afd -�'dCa£i.o� . Smoke a„ '"' �cti .ust*;'; „ Life Saf, •-@ffn all ; ..v .. / Y 1 •l.eFp'gAyl Fire Extin uishiri' a f��steria' ;,, � w; F.E.S. Control Equip Fire Protection Equipment Sicfha ": ✓ '" ----- Fire Protection Rooms Alarm Transmission Method Sequence of Operation Report f Acceptance Testing Criteria c/ We believe the documents/plans to be co►pplete and compliant for the issuance of a building permit. Yes No Acceptance testing for the occupancy permit has been completed. We believe that it is within the scope of the building permit, the above issues are in c� gel ,,/,/Z Name e —Me w ww.bariistablefzre-org a� COMMERCUL BUILDING PERMIT FEES APPLICA T ION FEE New Buildings,Additions $100.00 0 , 0 Alterations/Renovations $50.00 Building Permit Amendment $50.00 FEE VALUE WORKSHEET NEW BUILDINGS square feet x$140.00/sq.foot= S' Z?kx.0061=4 9 6 ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet X$96/sq.foot= X.0061= STORAGE BUILDINGS ONLY square feet X$32.00/sq.foot= X.0061 Commprojeost Jun-24-04 10:20 From-CAPE COD COMMISSION 50HI323136 T-799 P.02/02 F-835 1. 0 CAPE COD COMMISSION �O a If 3225 MAIN STREET P.Q.BOX 226 BARNSTASLE, MA 026$0 M (50a)362.3828 �C_H�U3 FAX(508)362-3136 E-mail:fromdesk0capecodcommission.org PRELIMINARY CERTIFICATE OF COMPLIANCE Date: June 24,2004 Applicant: The Tarkinow Group, Ltd. c/o Attorney Patrick Butler Nutter,McClennen and Fish,LLP 1513 lyannough Road Hyannis,MA 02601 RE: BJ's Wholesale Cluhr R20031 Preliminary Certificate of Compliance 1 hereby certify that the Tarkinow Group, applicant on the above referenced project, properly complies with the Development of Regional Impact decision dated April 13, 2003, and all conditions attached to the decision required prior to issuance of a building permit have been met. With regard to the requirements set forth by the decision of the Cape Cod Commission, the Town of Barnstable Building Commissioner is hereby authorized to issue a Building Kermit for BJ's Wholesale Club on Hadaway Road n Hyannis. h-)./��Tt C, oG Mar o . nn,Executive Director Date Commonwealth of Massachusetts County of Barnstable On this day of rune , 2004, before me, the undersigned notary public, personall appeared, proved to me through satisfactory evidence of identification,which were o be the pemsnn _ whose name is signed on the preceding or :utached document, and acknowledged to me that(he)(she)signed it voluntarily for its stated purpose. Notary Public Commonwealth of Massachusetts _=� _ r _ My Commission Expires: GORA 8 EVEN FOx Y - = AfOTARY PUBUG MAS& - MY �• TA re8 AApdU 11 p009 C 4 - I1XANNIS FIRE DEPARTMENT 95.:HIGH SCHOOL RD::EXT. H.ANNIS, MA.02601 HAROLD S. BRUNELLE, CHIEF E'EgE n,fCNS *lft E11.1.4 FIRE PREVENTION BUREAU BUSINESS PHONE:(508)775-1300 FACSIMILE PHONE:(508)778-6448 LT. JDO11LelLD.H.CIASE,JR.,CFI LT.ERIC F.IiUBLER,CFI FIRE PREVirNTiON OFFICER. FIRE PREVENTION OFFICER BUILDING . CODE COMPLIANCE FORM THIS FIRE PREVENTION BUREAU.HAS REVIEWED THE PLANS DATED FOR THE• PROP.,EFTY:{.00ATED AT 2 ; S w 2 ALSO KNOWN AS THE CHART BELOW INDICATES THE STATUS OF OUR REVIEW: -OF u IOhi Df3CUMEN F WA RECEIVED REVIEWED COMPLIES 70- l . 1-AIARRATIVE'FiIIOIT _ .: ✓ J L] r'' 2 EiRE f=JGifTkN f[ ESQUEtSS . ; vwsd­ U 3 HYDRANT L<3CATION/VyATEi S1PPl,lf '� v c: PRlNKLER SYSt' ltAS ' } S SPRINKLER CS�NTROL EOUtRN1ENT : . ✓ 6 STANpPIPE SYST1=fl�S / 7TA)VDPIPE 1/iai,VE:LOC�i TIOI�IS;. ,/ �✓ Y-; -8 F%A8 DEPAF#TIy1ENT: 9=1*fRE�FiOTEOTIV NAt.ING L/ 1 Q-F.P.S5 &/SNNUIVCIATOEt LOCATION .' 11-SMOKE CONTROL%EXHAUST ✓ � v 127SMOKE CONTROL.EQUIP. LOCATION 13=LIFE SAFETY SYSTEM.FEATURES V, V 1 =FIRE EXTINGUISHING SYSTEMS f V 18-F.E:S. CONTROL;EQUIP LOCATION` �/ ✓ v 16=FIRE 'RQTCTION 17=FIRE PRDTEETION;EQUif 'SlGNAGE ✓ v ,- 18#ALARM TRANSMISSION METHOf] �/ — ----- V 1.9-SEQUENCE6CiF OPERATION REPORT 20-ACCEPTA!VCE TESTING CRITERIA i/ WE BELIEVE TWE DOCUMENTS TO BE COMPLETE AND COMPLIANT FOR THE ISSUANCE OF A BUILDING PERMIT.. WE HAVE COMPLETED THE ACCEPTANCE TESTING FOR THE OCCUPANCY PERMIT AND BELIEVE THAT WITHIN THE SC gPE OF THE BUILDING P€RMIT;TH ABOV ISSUES `_RE IN COMPLIANCE. 4&L�� � FIRE DEPARTMENTS OF THE TOWN OF BARNSTABLE Fire Prevention Office - Hinckley Building 200 Main Street, Hyannis, MA 02601 (508) 862-4097 BUILDING CODE COMPLIANCE FORM Plans dated oS-cn-om for the property located at `00 A-wr-cs La C , also known as ?j`s L,0tfoues4LE: have been reviewed by of the Barnstable ❑ COMM ❑ Cotuit ❑ Hyannis ❑ West Barnstable Fire Department. THE CHART BELOW INDICATES THE STATUS OF THE REVIEW: TYPE OF CONSTRUCTION DOCUMENT N/A RECEIVED REVIEWED COMPLIES 1. Narrative Report 2. Firefighting & Rescue Access 3. Hydrant Location &Water Supply 4. Sprinkler Systems 5. Sprinkler Control Equipment 6. Standpipe Systems 7. Standpipe Valve Locations 8. Fire Department Connection t/ 9. Fire Protective Signaling System 10. F.P.S.S. &Annunciator Location 11. Smoke Control/Exhaust 12. Smoke Control Equipment Location 13. Life Safety System Features 14. Fire Extinguishing Systems 15. F.E.S. Control Equipment Location 16. Fire Protection Rooms 17. Fire Protection Equipment Signage 18. Alarm Transmission Method 19. Sequence of Operation Report 20. Acceptance Testing Criteria i . We believe this document to be complete and compliant for the issuance.of a building permit. ❑ We have completed the acceptance testing for the occupancy permit and believe that within the scope of the building permit, the above issues are in compliance. Signature r � t.. 04-13-2004. a`l 03 = 39D QUITCLAIM DEED CAPE COD AGGREGATES CORP. , a Massachusetts business corporation with a mailing address of P.O. Box 96, Hyannis, Massachusetts 02601, for consideration paid of Two Million-Eight Hundred Sixty One Thousand Five Hundred and no cents (2,861,500.00) Dollars grant to FIRST HYANNIS REALTY LLC a Massachusetts Limited Liability Company with a mailing address of 335 Boylston Street, Newton, MA 02459, with QUITCLAIM COVENANTS, A certain parcel of unregistered land lying on the northerly side of Hadaway Road (a/k/a Attucks Way Extension) in the Town of Barnstable, Village of Hyannis, Barnstable County, Massachusetts, more particularly described as follows: Beginning at the southwest corner of the property on the northerly sideline of said Hadaway Road; Thence running S 88E 17 ' 35" E for a distance of 471 . 95 , to "Road A" , said road being shown on Plan Book 547, Page 1; Thence turning and running along a tangent curve to the left having a radius of 35 . 00 ' and a length of 48 . 81 ' along the westerly sideline of said Road A; Thence turning and running N 11E 48 ' 20" E for a distance of 40 . 06 ' along said "Road All to its current end; Thence turning and running S 88E 17�i 35" E for a distance of 60 . 94 ' across the current end of said Road All ; Thence turning and running S 11E 48 ' 20" W for a distance of 27 . 60 ' along the easterly sideline of "Road All ; Thence turning and running along a tangent curve to the left having a radius of 35 . 00 ' and a length of 61 . 15 ' along the easterly sideline of said "Road All to Hadaway Road; Thence turning and running S 88E 17 ' 35" E for a distance of 1060 . 71 ' along the northerly sideline of Hadaway Road; Thence turning and running along a tangent curve to the left having a radius of 960 . 00 ' and a length of 182 .28 ' along the northerly sideline of Hadaway Road; Thence turning and running N 80E 49 ' 41" E for a distance of 22 . 64 ' along the northerly sideline of Hadaway Road; Southeasterly by the remaining portion of Lot A, 190 .31 feet; Southwesterly by a portion of Parcel 1 above-described and by the remaining portion of Lot B, 67 . 83 feet; and Northwesterly by the remaining portions of Lots B & A, 219. 84 . Containing 15, 291 square feet of land as a retention basin as required by the provisions of the D.R. I . Decision of the Cape Cod Commission recorded in Book 11598, Page 245, as more particularly shown on the plan recorded with the Deed from Grantor to Cape Cod Hospital and filed in Plan Book 588, Page 40 . Subject to a view easement in favor of said Lot A as described in the deed from the Grantor to Cape Cod Hospital dated January 26, 2004 and recorded in Book 18163 , Page 147, and as more particularly shown on the plan recorded therewith. The undersigned hereby certifies that the within transfer is not a transfer of all or substantially all of the assets of the Grantor. 3 1� -•a l� Executed as a sealed instrument this it�- day of April, 2004. CAPE COD AGGREGATES CORP. By: aura L. L. Peterson Executive Vice President and Assistant Treasurer COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. 41 On this 11:-day of April, 2004, before me, the undersigned notary public, personally appeared LAURA L. L. PETERSON,and proved to me through satisfactory evidence of identification, which was a driver's license,to be the person whose name its signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily as Executive Vice President and Assistance Treasurer on behalf of CAPE COD AGGREGATES CORP. for its stated purpose. Notary Public My commission expires: 0/6 ` I I � : S � 1 � � .. —i t �� I II}� —?• 31 I :.. .... ... .....: ... ..... ;. ........... ........ ..... _ ... ..... . . ......... ...... (' � I I • i .i-- I 7 { 5 xV' TRENCH E3 DR TRAP: 8"DRAIN W/TRAP DRAINAIN W( P; Vxb."TRENCH __........................ DRAIN I 5 r�_- _ -- _ .. . _ ................... 4"VTR—/ IT77i7 12 HAZARDOUS UJA5T= LINE INVcRT ELEVATION AT 5'-Q 8" W-5W(FLOOR PLAN 5EYOND BUILDING 4ro.25 $' t"ECHANIGAL "1 i.l a' \, 4'X4' GATGH 5A51N _: _... . s - - _... .... _.. _ ARP US;WASTE LINE d:' HAZARDOUS WA5 LANE (FLOOR 12 EAZ Q@T ELt9ATIG N w5 0 ~ j PLAN - MEC-HANICAL M-1.1) 1\v (d !f 'REFER -0 SITE DRAWINGS FOR NVERT EL VATiON.AT 5`-0" ^^ff CONTINUATION }5EYOND 5UILDING 43.1 v. o 2,5 :s ADDED TRENCH DRAINS 6IGNELL/WATKIN'SMASSER ARCHITECTS DATE' 9/2 2661 RIVA ROAD, .SUITS 74.30 ANNAPCLIS, MARYLAND 21401 SCALE. 3/32 19 Wut♦�iaabury RoaC.Monh:m,Na)end 21093 BJ S_.'p WHO"'I' LES ALE CLUBo S C H L E N G E R / P I T Z Phone 410.5e:.+337 DWG NO: Fo,ASS O C t A T E S, I N c. WW arosMEER61. . r . MMI4V.SPAENGWEERS.COM HYANNIO , MA Co n s 111 t a n g Engineers Q:wrlyne iota SW-9.Mft a anoUoio,Ins Hoot( o NTERIOR COLUMN INTERIOR COLUMN FOOTING COLUMNS B-5, C-5, B-7.8 & D-8) THICKENED FLOOR SLAB NORMAL SLAB FOR FREEZER AREAS ( SLEEVE AND CAP I TO PENETRATE FLOOR SLAB ROCESSED STONE STRUCTURAL FILL COMPACTED TOP OF FOOTING -1'-2' ° a °. LINER EL. -2'-4' 4' CLEAN COMPACTED _x-..... BOTTOM OF FOOTING -3'-0' SAND LAYER f� 1/8' PEASTONE LAYER CONTINUOUS 40 Mil LLDPEE GEOMEMBRANE LINER 24• 8'0 ADS PERFORATED PIPING TO CREATE SUMP NATURAL UNDISTURBED SOILS FOR DEWATERING DEPRESS LINER TO SHAPED TO FIT LINER EL. -3'-4' AT COLUMN FOOTINGS COLUMN F❑❑TING DETAIL (-3'-6' a COLUMN B-7.8) N.T.S. COLUMNS B-5 & C-5 LINER @ 2'-4' DEPTH LINER @ 3'-4' DEPTH a 8' ADS PERF 24' RISER PIPE 4 I H OF 4f4,s9 _ c GAMY g ym a CIVI cn No. 32 � v'� _ �SS�ONALI F 7.0 (B-5) PEAST❑NE FILL MIN 0 M D I F CATION F 8.0 (C-5) FREEZER WALL LI ER DETAIL for PLAN VIEW BJ'S WHOLESALE CLUB AT COLUMNS B-5 & C-5 IN N.T.S. HYANNIS, MASS. GREEN SEAL ENVIRONMENTAL, INC. 28 ROUTE 6A NOTE, SANDWICH, MA. 02563 SEE F❑UNDATI❑N DRAWINGS FOR TEL. 1- (508)-888-6034FAX.•. 1- (508)-888-1506 DIMENSIONS OF FOOTINGS DATE: AUGUST 19, 2004 APPLICANT AND DEVELOPER THE TARKINOW GROUP C/O PATRICK M. BUTLER P.O. BOX 1630 LOCUS HYANNIS, MASSACHUSETTS 02601 L (508) 790-5458 EXIT 6 cAPe ""^""C � LOCUS COD OCEAN \\ OLD ROUTE 132 � APPLICANT'S ATTORNEY.• eA. randy PATRICK M. BUTLER i �' cy Rao ya P.O. BOX 1630 _ �gWar Rotia HYANNIS, MASSACHUSETTS 02601 j e e� I ROUT cl (508) 790-5407 23 E OWNER: CAPE COD AGGREGATES FW7E 28 NAMUCNET 'I P.O.BOX 96 SOUND /vl'1 HYANNIS, MASSACHUSETfS HYANNIS, MASSACHUSETTS 02601 KEY MAP (508) 775-3716 CAPE COD.MASSACHUSETTS NO SCALE (NO SCALE) CIVIL ENGINEER: COASTAL ENGINEERING CO., INC. 260 CRANBERRY HIGHWAY. ORLEANS, MASSACHUSETTS 02653 f�Q (508) 2.55-6511 PROPOSED SITE DEVELOPMENT TRAFFIC ENGINEER- AT VANASSE & ASSOCIATES, INC. TRANSPORTATION ENGINEERS & PLANNERS 10 NEW ENGLAND BUSINESS CENTER DRIVE HADAWAY ROAD SUITE 314 ANDOVER, MASSACHUSETTS 01810-1066 (978) 474-8800 FORLANDSCAPE CONSULTANT. Flo ABBELLIRE, INC. L_-I (� 10 RIDGEWOOD DRIVE kn e� � &I u �L EAST SANDWICH, MASSACHUSETTS 02537 L� (508) 833-2766 HYANNIS, MASSACHUSETTS ISSUED FOR: BIDDING 10/06/03 DRAWING INDEX LATEST DATE SD-1 EXISTING CONDITIONS PLAN 9/12/00 SD-2 LAYOUT AND MATERIALS PLAN 10/06/03 SD-3 GRADING AND DRAINAGE PLAN 10/06/03 SD-4 UTILITY PLAN -48� III/�� SD-5 SITE DETAILS 10/06/03 SD-6 SITE DETAILS 10/06/03 SD-7 SITE DETAILS 10/06/03 I ©CEC 2003 C14B25COV COPMIBHT 2003 _ mow%://�� aA' ,,;$g �i�ii:'���•-'/ --,/ \\+s _ i i ML \\`sV0' \ /' \ 11 "• , �_� i _'�' / ��p-]D7 \BDSNESS� LINE OF / LOP.3006JEwillI I/, Zd PLAN BOOKT34]PAGE 1 A REA 279410 s.13 / H30 avet $. \\��-_ \\ -_- \,(l N/F LAPE COD AGGREGATES fi )/ I 1 Illll \ . 4',.'' lfit Z_T III II IUr r IIl'IInO \ LOT --- \ ��% ' / W' _� / ( / 11,1'1j11111 PLAN BOOK 547 PAGE] / -1 \ �.Q / _ / Z.¢ o•`i 507 xcs z � AREA-R46 s \-_----_/_ N/F CAPE COD AGGREGATES / __-j \ + / ,' �' ,i /,�/ W z'< .o \P w ' • NCI ,11 II\� \ - \ \ + \\ I / \ 1 -F/ / ,' - lI1K 11,1,11111,111\\ \1111\li \ \I 14 � 'DF,YAG£EABEMENT/` o u,,lnul,jl, , , i 11\\ 1 I I r l �/, � ,6`61' l• ••,I 1 I 1 UNE OF REGISTRATION \ \\\�� LGP. M'' '1111111\\I\ I ff/J// II'I I1111;11 I 1 jv i�Y \_ \)\I l-_;\..\\\\\\\� •___•_� `I \ // i i / . , , ,. r/� '�:�.fg 1\I / I / \ \I BENCHMARK-N NER CiA(�H�BAS!�/ --_ I �L RIAI-ELEV.,�§Obt.N.CXD, / if /'i'/j• - /'11111'1 I \� !`\ --_ `4 •mot\. \ i i / \�1 j I`i �` \\"\\ �1 i"� / PLAN REFERENCE: iid\ PLAN BOOK:547 PACE:1 J /� DATE:OCTOBER 9,I998 0 LEGEND PLAN BOOR:537 PAGES:4&5 / I / B DATE SEPTEMBER 18.1997 EXI RNG ` \\\•'\\\\\\�`\ - // I I \ i��'�,p�� \///I o CATCH BASIN a \A\`\\11 /\// DALE:BOOK: 19885:77,74&n / //(\\ HYDRANT c \' \\\\ ' / � '� / I \ "i / ■ CONCFEIE BOUND LC.P.30063E + / - DALE:OCTOBER 27,1974 r' ON LINK FENS - / / 1 PARCEL039,40-1,40-2,40-3.40-4.40-7, \ 4f,44,45,46,4],48.49 STEEL GAURORAI! o UTIUTY POLE ASSESSORS MAP 295 PARCEL 4-12,113,4-14,4-15.4-15 Z' 0„ SENER MANHOLE UNE\iJF REGISTRATION /�d1V' L.L.D.30063E) _ .. I - NOTES co / - - - ,\ 1.THIS PLAN IS BASED UPON A Z F INC..1 AND THE BARNSTABLE G.S ENGINEERING CO., O 5 It T / 1 '�F' � ` Py0 2 PARCEL IS IN FLOOD ZONE C BASED UPON c `I\' FENA FIRM COMMUNITY PANEL NO.250001 OCOSC Q O1 REMSED:AUGUST IS,1985. 3.PARCEL 5 IN ZONING DISTRICTS B AND FR-1 O OVERLAY DISTRICTS OF AND AP O PLAN z E— \ SCALE 1"=40' 1 HEREBY CERTIFY THAT THE CONDITIONS SHOWN HEREON ARE $ - ,,�"f LOCATED ON THE GROUND AS THEY EX57ED IN JANUARY,1999 D—. N.W cuazsac y OVAL ?P 2552 PLS ) ©CEC 2000 .. .. .. tob Nusber Cbt-826.0 / --PROPOSED FENCE - ' o a O • i z � SEE VIEW-A•(SEE SHY.SD-3)FOR t 4` RETENTION BASIN INFORMATION HANDICAP RAMP I a type vgID"vRA mI 3 PROPOSED 6' U cc N 6PT3'Si 4 CHAIN-UNN FENCE WTM D 6' R:IONBE 75TT.02' E AID BI1AA" IC55.E5' V \ END PRECAST \ PROQOSo�VSttOx "$ f riRE LANE / PANRE7E WRB eapeMT°a UaE INDUSTRIAL / ~— GRADE KAi +'"W V ..Po ...P° / RR'/' GRADE ���---+++ w BUSINESS \ / \ wU \ /\ e�• 0�\\Dq 0�a� \•ce��avgva �, �t=zv �Z cy / P \A ca ff' LLI I c+� 1:°. M1a" off " '`` z z m• \ va 7 o4•D x'�l I �`� 9V'I `� � 4�' oe JP <o 0 ' mi G°'', s,ox e�' � � /{Jv°�lsypl / vF .:\ .• �`°ye ><. o-., �O J�I�SNG N N `ti�.•s�Gl�� \Na"&c�s�•p°'r�' ' G i `�i6 / �� .�. � °Scr�� .t�E.< � ,�P'��P O o N e9sj9M1Oa o \ •aPl'0\�Rpp`�aG `-`'a9 :`A �� 99� ¢ a "��{a`l�gl T W�,�4�p� M1S ,�`.Eeaa Zoe\ � � �• , Q��l�l ecTyppe� ITT -Ps ` 5 AV�Vypl oBgiox v{'jAA�4�-`'i's c'Il a a°:41j1 Naf°eaEP °°�g ,4� \R 9• � / � � JPR\E �3a0�e�'G�i9� \ •/ / �I x vs�� ON DO ® Sp .Jf3VE \99� PLAN ccc��� a vim' El SCALE 1'=40' .e m t- spa s P P s - .I I ZONING OISIRfCR: B&RF-1 I I OV7RUY OfS]PoLT: GP k AP USE: REIN SALES k SERVICE 1 SUBJECT REQUIRED PROPOSED " ,. \ .. / Il tm i.•e.A eD,mB s ae]atD sF / I RpN]Aff zD R IAbSz R(DO6IOIC) \. / / RNx]giBAfN(BIOIDINe)-(tUM1YAT/PoYl)•A] SO R/]L IT 60Y R/509±R /1 \ '; .•d,.:'r+ / \ 6mE 4�8N (BIA1 ) NO YlUYUY 16B!R f'-t E \; / / FUR•21H•GN leuunlxc7 NO Y1GNN t'± FRONT PAANNG Sfl6•LN QLMWAY/PoNO'A) 50 R/1O R ]I R/f1 R a Oi �P916) / -. snc rAamN sna+of to R tez R VRo�gm - s bt�� \ n a0}5 E .s;4�i S l�(VQ lar xC cm'DutZ(waagn m]]>7 xo wauuu (69.nr y.)to1[ df HANDICAP PARKING •y e A m o S� `(�J SIF WrfWCE 50['W11YpY (252,AIBS sl.)M)S � � NUMBER PARKING SPACES xuYeER aF FWw.vc m]ces `-`s VGC VERTICAL GRANITE CURB \G xweiC P vlmxe mMEt B mK6 a m/as PCC PRECAST CONCRETE CURB Q SO IIODBOR WOLLA`G OFBs)t TRFE/B PNm6 BCB BITUMINOUS CONCRETE BERM �I - -PROPOSED BUILDING DOOR PLAN THE ENDING SHOWN CONTAINS 68,160 SF.WITHIN THE MAIN BUILDING YAM AN m - ADDITONAL 692 S.F.LOCATED IN THE BREEZEWAY PORTION OF THE BUILDING. THE TURFSTONE GRID PAVERS E ELGP SCALE 1'=40' BUILDING ALSO CONTAINS 775 S.F.CREATED BY THE 10 FOOT SET BACK ON THE .S� •�' FRONT FACADE OF THE BUIURNC WHICH IS NDING CC 4 OF CAPE COD INCLUDEDIN ACCORDANCE#WITH200 COMMUNITY �,PpP�P to p� USE OF 1 2'BLOCK IN PLACE OF 8'BOCK ALONGP�nONS OF THE�I7�ERIEORIHE -HEAVY DUN PAVING _ WALLS,TO BLOCK ADDIRONAL ARCHITECTURAL RELIEF,CREATES AN ADDIRONAL 145 7a S.F.,WHICH DOES NOT RESULT IN AN INCREASE IN USABLE FLOOR AREA IN Y. ACCORDANCE WITH CAPE COO COMMISSION DRI DECISION TR11201131. m,,.m6 11b:auu a s ° ISSUED: 10-06-03 - FOR BUDDING SD-2 ©CEC 2003 ' - zm NYmpct-CIY-ms.D REGRAOE AS - / AROUN�.RyP�r :ems P(B/ONRON Ala\IRMATI ` PF��O \pFs`OHE'31C G 111111fill / 1 1 I\a___111\\l;1 - ^ © OMH-9 \\ �\ \OP •,r4b FPOR\5 5�O%pV p\.P'Erp' >//, U PFI.MARY '4 W tE pN 1 \ , ). R=4B.2M1 \\\ \1 / ,v S PJP S .AM � ,�,•/ d ,\ COu7NNMENT I \\\/4P2 ',• � fA0'GO?4S'PPGEO\2 �� � �.a ' / � O v00 / // R=M].00 n3 I l / I \ t__ �A�•P/ _ �� -(#`PNN6\6N�-5�E0 EO i �56' C'r _____ _����< `��\ -\/1`� \ 1 I ( !, `•7aa�__._ / \ / / \ �` �\ ,2 �NEa aPa.4a 5°E °yF>�v%� n__- •J\\\�o�a� \\ \ III°�I / R=46.00 45 O ' av DMH_B I \ /I / ^I,'f/ OCB-7 l R=4B.50, \ , / yg �Rca4120-_ - �� Q�gp�G60EE �Q`aN 11 oR _�_ Wo u O o '/ -% f\' Lu R=azee J w 4av��i GN) DMH-6 \\\\\\\N, / _ //� / R-47.aa - --\ EpBDNC CONTOUR \\ \ 1;11111III11 heE' =47.63 / -// O• 'a PROPOSED CONTOUR ` \ IIIII II 1 \ \ fl �I I I ` \ /^ 14 \ —S PROPOSED SPOT GRADE \\ \ nil auAai�.'l NE \ J RIMS - \ `\I ill llll ll•Ill I I I 1 \ // , / na %e -_-- \m IIIIIII111111, ! I \r'1\\ \ IIPO'.100'CONSTRUCnON V,01 PLAN 1 SCALE 1"=40' I1 I1 1l I—lg 111 1 _//r \\I \ / _-_ CURLEX II EROSION CONTROL I\\ f BIANKET(BY AMERICAN r 2 68-\ / EXCELSIOR CO.)CR EQUAL ON a I / / I °9= 0 1 Pll 2H TO W SLOPES TYP S OEE 30'W�\50'L CRUSHED �\\I. \ _{'\/ / ( 1 'Ai0.4E e Af1GNG AO AT IIC\nON ENTRANCE / , \w• , ,, / / PLAN lop o SCALE 1' 40' S&In�u u\ \ \\ \ \ \\0� t"�` REMOVE CAP C¢a , \\\\�\Iu \ / III I\ BERM( )) // / 1 / uHED �� I RErFNnON I. -\IIIj ! ORNOF5a7 \ \\ T/ygP�,c 11" REGRA°E AS /- _/ REWIRED AT)Y// AN0DN9 W %ITP�k'ROI BA9N 1b4ORMANON \� � \ SI\lI /'•���5 ;Af„ ��`g\/ '/i,��'/�i'/// i J F � 'Il � � � 'e/: � '., Py�P & Q N 4.51 \ G / DMH-9 /g� / l PRIMARY CONTAINMENT R=48.24 I P TRAP// DMH-7 •- I _�� /s Pp VIEW SCALE 1'=40' e5 10 10 vwl�(�sx:a ii SD-3 ISSUED: 10-06-03 — FOR BIDDDING ©CEC2003 !O5 NvmD�CIh02S.0 / 1 121 a/ • ` �_ E%v51M;JM1=10—.� 1 .%,^)S � C,/p�: ��� R=1a21 IH,.I6(Ir WTI Ir�-�I (Ir ID z x•EE Wm RAT Wum I-,z,G s=aoli I O s mn-------- - ---- 0.an y O 't_ PROPOSER 510yE E. c) 2 RIP-RAP pSE an0� U LL lace-9 MaJevr �/'• APRO,4S P0.�p pftE I Gx] q d INDUSTRU R�6.cB Vnm PROPOSED / �•`�` 'J mauci ws BUSINESS •\/ O i �^ DRAI.v(M) BIOFTLiRADON SWA(E / 4 d a z z I- (( -9)=ew zeR(-oYx-e)/ 1-4287 n /� �o w!' \ P�/ ; \ GaT-r a2 aw: / \ o R a. A=.DB 14 (xWGf \ ,a \ y PDsr wa[Aldt B'fUAD EN° =!S^(OUT) \' \ 1 \ - �ti°y n a ° ' `0 l •nx•nr a af°�°m -:___ =Br_N-u m s / _ a o c sEaWa rn2•nr m T u (w-nj o°B s ¢ � i ii.e pe wn � roux-» o BON-1 , I /� \ ¢ I=1J.9D fWD \ � >• o EO EJ° 4g. TO BABONS RW ,rn°Nry w ssss V�-1a In / � / Afi' q N ,•s,x b Pw r°GD AIEA YxER (t RaCE Yuvs W iype /�� .SJi/ \I P F�O�� 6•sa b Pvc BwIBGIfi snsa ea¢ava,b Pw,P z� �'t o`r' / E��SyS I / 1 / aASJ w raa®vmrsru uwxr. vglsDsm sE uwr(pu 1 / // ce mrLBm AUTO m ee LaeAED w9DE / vuvE / m ua+nxc PUN er Dmms) / / / o ° WWDwc AT LIANA SNs ORIZ S z w m N -• ��l�1Y wwvxw�'tR.=sm-, j' 6 we- N. Lu z a z o a ri`/`. 'B° :� - ° sa-,f{Y,,.ie Law.%¢mwPl wv Wr.w.,s(urr sanDx�) a4' /� =auic066(®,i EdF-5� J z c�i w 1=11,B MOS_5)/ (a=w-z)I� / '' wv our(6.1-u.a(vas-z) 6•sa b vtc sxcx P S / h1286(® JP Q �L, \ SYH-z BG�bso ��0 CAP UND M STUB.VIO YARK �Y TIIOI-5 / 1 HIS P. WV N(6'J-bW(DG,axc) \)S NEYSP®µ Er�YYDELHm < N WM VERTICAL E BY,BQWD Ix=ar.60 / / / O , aFlHdrr wN w(1'p1aBBIP^N-ABOO y0 Q W AT Erm Bi&ABs�. o f�yyu(D®-s) o / / wv BUT; 1rB ImIH-5) R� ,Ns 'm (R,cv) y�' C o \,sl (Oe— �\ TIE INTO flG5JD16 W➢I Wm q��GJ//� BNH-B =16AD y TAPPING.—ANB. VALVE q-1).b I-Atm(➢Ji) DYH-2 I ' '(� TGIF U IS'OJ.BE1ps As =,1521W0°»tT B 1 \I e/ N=,269( \ S� ' 6/ \991 rwa;YAw au N.m w.un-.1 11 t'111t1:TTi HADAWAY ¢ �) :I i:us�ou w uo(ImD) OPp' aEAx.YRwBIE BAD B aE ONRE o DCB cAuan aa:A¢TM➢-, \ v i-02 =AaSR(m-t p. 1\\ ��� //// // GIs �hMg IW°nE')nEn ,rnrm•TEE /° \\POP 1 `' mcv°sD r P6s EYIR�uAw. /� lJ mnwvousr ImWAAB�,,h / •l N-Ilaam A;: � A,"'min a®xscaPE Exuar / (zu.m LOUT) vNcx vas xr°w vT to • ''I - n a Ar�A IWlcnQ1 I:�.v°(oM °� ONN-1 s ; �A Tm M.TO ows�n ca+a¢rt PLAN M VPoWY—s' - d hu a(®-2) 1 I emw wATm LARD m (rw.) 3� a1�' =N15wmawucr SCALE 1'=40' .(Dux4) / / !IV Dr-II ss /' 'tl6'u R EORa:tTAN Nat ao p5,+"" \ .Ira E 5A) YlEA4TYNYE Bap�ovrt+eB� �\ / ainE /Nl o / sr wv.1,y iuru v=b.Bc I ,'N wy/ws�St �1 NDPaB Ir N—IRW WATER I q.y9A N \ O \ I l N/A'LWPFB ANWNB WN.NG qQ \ I I / / ' TIE To EMSTH Wm WON . Nta SiSG I // /PPlxc SEEP£M cATE VutE '( o Iaaa(WO I / / / N— wsTALL b.DJ.—AS WNSL ro ADMSf 14AMu ��.3t I- ( REABAT AND SITS 0 EI HADAWAY m (W7\\o o\ / aDAn AND SITS aumc o1 // •Pm auxcurNuuacw�E--A,ma c � ,:�,� EL.W°nI BEn nA.Emum ONED IN I 0 PyOJ� _ a m uaarwaxG ruts.oEP w6UGn W y\. - 1 ( I 1, W%—.,TO BE E ANA _ 1'1 C N LYV=52B2�/ 1/ I D�nBA®As E i Py OOPO� m\ � / 1 1 ru mv=,B.Be OPT I I P ^ / CUNSffE11CTIdY NOIES FOROEMAS AmIBIE PLAN I,TOE ILS w i1000 mYE S PEA BARmfAB1E Pld YIP: I,sTE WwrRAcrBR OD YmDY ENsnxc srE ar¢nnas As sEBxx AND mwc ANr wccxusrmLw A f FY DV•SSBS / ' _ rD iNE ArnNllal aE,HE BYHER IWOR TD BDIXxc SCALE 1•=40.' 1 N Is TOE CCHIR.ACB RS MISPORB UTTV m NOM(I THE TORN DE BAv�A14E BPN.AND ALL UTILITY` 1 a1Y ANES A YNWUN BE m NOURs PDaR m-STRII——0m-UXABW a ALL UxnmlRWw LEGEND Ululm AND UTILITY L'DI-AND OPW APPROVALS - To,.ALL EIGST Na URUHES.WATER,ANTI BRNNAGE STNUCNRES SHDW ANT APPNIWMAm ONLY ANB THE OONTRU- FROND 'yZ Vyx�Nyyh SXNL BE RSPaIS,aF rat VmFIOADW OF Al—ONO AND RUN AND INVONT DEV -UTILITY INFONYATION 8 oo°zx Em 011�NER�NAYOIaOBBBIR N.E�A°VTT THAi NOT .UNBf�ACR-UTATES 16 SHIN NDMF1i m BE cp Lci.NOR HYDRANT 99 S.ALL¢YET SSIFN WIEDNITS SNALL BE wsrALLED IN—ANLE Wm-STAR Alp mxx Z 3 ISDSNELBITs ANB—,I—ALL SERA AN.BRANA.--ENTs SNALL BE_' 1'iM INV.56B1 Ny1I'' SI REWIND m WmsrAND NEW,WIY N-20 ID.— o UGHTINC B. TNT- (r3)NENR PPDIC 91All CWEISE°E 1OL'Am a�LatlBEDw(Plt)SIABOu:,0.ALL RPEs m BE LADW D I�NY BA4 Wm Tm110iT.TO EE IN All BBN ONS ANLD m SNALL BE IEOWBCALLY ffJmD ® SEWER MANHOLE Q+ B IX°RS Wu A SEDER ONO ONAN LANs ANE APPR°=-WxTRAciBq m HO D INRITS EDI 86DE GAaSGtING TOE Y'AFA SYSTBI,THE cWmAcrm SHM1 NOBN TxE UISGN ENGN ER AND TIE mIWN ' -w-WATER UNE PRExp4B.•fBRR YIIX im VT�"'Y BARILtf.m r SAS ON B,1Wim Pawns CatmW FOR wSDFLTgN. c c 4•Ras YaN IEN wv P6maE ItlnmE eu TO Qp° „ I'gyOJ a NL IR SONEA AND BINNA(E NTUTY mluTN1 SxM1-l"TO TOE w-TAINS AND �-ELECTRIC LINE [s� TMfiSOE Rm BFIP CGIAErnd N90E EVSnX4 SYM m IFAIaaE -'\ .01 NJ - �EDRCAnIf6 a'1XE mWl OF 6YiNsrADIE wAid[aDANY.m,M OF BIANsfABIE a119UN Of WAIEA W RE Alm 9DANGN fAmlG 9r90E aFAYM YMDDE (� A"d' py 9.R6W mTAVW CNRIL PIAtiS BTAN9al]L. rlaxs°x 5$R IAdItEGts EDV Bun0016 PIANS —r—GAS UNE E UNE wr.si IX 1 Tara�� ' \N\ONE EuvAnWs UZBOm uwmc,v0 krssi uTur r Te-w wcAras I� .m warA wrwDE WAIL ETRIt:uxx a rTxu wslN Arm urar a GAs Aw IzmEmRWnB uTIUTEs m BE aslaEn Br unlm muPANls I--I 6G5 YAidIDE /' t� - 91E NtNIRALIai IS I BN.NR GWRDYAIiM Wm UIWTY CD@ANES ANTI ALL OBUTY wSTM1AlID5 —$—$EYkR UNE E, 1 ry INYaS9.Bt/.' \99� AxE TO BE D NLL WAGr1ANCF Wm AIL THE UTILITY KWl.w BLOW ANB s aEIGibILS ----SEWER FORM MAIN(SPM) Il.F1EBIm4 tplPXOIL CPSIE ANp EOE AI.NAY smEus SH.VL BE PU®UNBFAalaln0 w A0.IXmR:�'WTH .I oE NEDIIRYENR a'THE UnUTY CDYPANES AAD THIS TOWN OP BANNSTABIE EWE Rm PUBUD— - -----DRAINAGE UNE EPABOBINTS ram TO PLANS BY UBUTY'.CDDME Eat LAYOUT Oi R C-UDNv SlSID15 �(P rm2 ca11MC10R p1At1 WmWDE INPiTL cams YEASN6 w AI%DmAN�WTH TOE YANVR d BIOI`pl B DOUBLE CATCH BASIN(DCB) o- APDO—BEA=fai ISL YDR(WnGll TURN—m IS WxTRABTBR NNA1 OAB—VATS DETENTION Pa ATE.Aa AS m REDJRIED,BONN M THE TOP 6 YEDNY O CATCH BASIN(CB) ECDM'4 S'.m - SAND LANSA ANTI REFUSE Wm L1EAN,BDAAff.2 NNANm SANG O DRAINAGE MANHOLE(DMH) a. 011 , 1 Drte')::sr.Ga Est' SUOUBDON— BnnvR fpn CIIB26mA,BYc 5 % / 1^ Emff YAP6 m BE 4ffY4D w A/ss LAgaB aAYEmt IN N DDS ,, \°. , 4'N wV=6202 WBRF gDIDf TH VM.W NB—m taE N,wbQ CIM826.D ETRIw G WATEN MAN ©CEC 200-1 I _ = I N1MN ANO SLOPE VAIGES AIM AND SLOPE VNUES , O ^�Avrl aoAn dune�. f a (SEE-LANDS) (SEE gm PUNS) 1'BINNNOUS SWGME COURSE CU4 1,TYPE-1 -2'BITUMINOUS SURFACE COURSE CLASS 1,TYPE 1-1 W R BINMNOUS BROEA COURSE 2 BITUYNMS I CLASS t,NNE BINDER COURSE GLASS I TYPE I 1 CLASS 1.ME o-1 BR.CONI,FEfE l II .Il•I°II IITrI IIITIIIII L� o c / (Q� O C FlNISN GRAD _ oPrA �� 00 12'PROCESSED GRAVEL ELSE COURSE 00 �00 tY PROCESSED GRAVEL 845E COURSE POo G 18' SHOULDER N ,. O p, °O n O p (COMPACTED) O d O• BITUMINOUS SURFACE CDURSE1 0 E m (S'01y,00�� (COMP OJ�Im) BRUMINGUS WE COURSE \ SLOPE-VARIES r�-I C \ Z6 •... :..:.:. TIE ac,s n EA;O6) - i--� CONPACIM SVEIRVDE COMPACTED SIIBGRAOE - ' •••' SVBGWDE.. K 9 SAMf OIAu. vu..£IrWC3N �' i (♦2 BITUMINOUS CONCRETE PAVEMENT HEAVY DUTY BITUMINOUS CONCRETE PAVEMENT BITUMINOUS BERM (NOT TO SCALE) CONsa"F (NOT TO,SCALE) (NOT TO SCALE) HYDRANT INSTALLATION NO SCALE SOIL COMPACTION NOTES: -W 24a# PRECAST DISCRETE 2r SQUARE C.15E NGN FAAVE G GAME iMD 2V SQUARE CNf OM]N FPf1E d OgiESoRTAR V o 1. 50115 Y(ffFON BUILDING ENMIIOPE AND BEIDW PAAONG RRRi W OPDMAS 0 2-1/{'S71ME ESE OPENS 0 2-.1/4'SQUARE PER CHAT: ''-` -• MANHOLE MINE AND MVER + r"�: z AREAS,ON4EWAYS,SADEWADB,AND EQUIP1kM PADS DULL GRACE BE COMPACTED TO 95R MNBNUM DRY DEN9TY AS DETERMINED C�OU EroAR AFANRm - mm _:O �¢N<n By 0.4E1 Dt557. W a o a LLJ�z x N 2 SOILS WITHIN LANDSCAPE AREAS SWELL BE COMPACTED TO L_ I ADJUST TO GRADE WITH BECK All, 8' ='•-1' TOP SUB COURSES AS REQUIRED ECCENTEL 9DX MAXIMUM ORS'DFNSIry AS OEUM94ED BY ASTN D1557. Be,MIN. c-- : i. TOP SLAB B'MIN. r- -: Z � OP-0 G CONE SECTION -{'-0'p (R'T1N11 4� a W w Q N 3. FILL SHALL BE PLACED IN AREAS NOT C EXCEEDING 12W .A. DISCHARGE -.A HNCOMPACHD THICKNESS IN AREAS TO UN COMPLETED WITH I gSrNA0Z HEAVY MECHANICAL EQUIPMENT AND 6'UNCONP44TED THICKNESS IN AREAS TO BE COMPACTED BY WAD(-99IIND A6ER SECTION RISER SECTION JOINT s O ) r J j COMPACTORS. (OPO (OPMxq Q ;! t- CC RISER SECTUN 4'4P -e O BURL JMM SUTATf MAIL TOTAL.WIDTH WD M 1� OF WAUL AND PSUM MHT EE OPENINGS OIYP) Q ut .. OF WALL AND PIPE OPEUM(TN) ESQ -O 12'O C(7YP) I 12'O.C.(RR) n U WE SECTION h BASE SECTION PIPE TEES - ONNET DNCXER OSAO ENDS 9P !S Y2 t/z tt t/4• WE SECTION .� I/2/FT ES) VALVES BENDS eFN05 6EMO5 BCD" 1 SEE NOTE 2 SFE NOTE 2 RIPE OPrT'INCB CASE TO PLAN4 20 'S a 20 20 20 25 LO 20 2A _- 6 0 f{ &2 33 LO SEE NOTE - - - 12 B9 126 SS J.4 2O FiRST tlA55 ERDOWG x�' GENERAL NOTES: EFAMINI AUNA.MSEO ON SOIL BEATING CAF l OF 4.OW PST."MUM BEARING GENERAL NOTES. S PON s00AAE W. NOTES: 1. ALL REINFORCING SLED.MUST CONFORM TO THE LATEST ASTI AIM AND/OR M15 GRADE 60. 1. NL REINFORCING SM MART MNFCRN M THE U1 ASM M55 MD/OR M15 G E M. GENERAL NOTES L IF SOIL FUS OIEFF . BFAgINC GPALIIY iN0.V NOTED.NEW BFNUHC GN BE WCUWFD BY SEDIMENT CONTROLS S1WL BE UIII DU G CONSTRUCTION.RIN TIE SEE TABLE I FOR STEEL.RDNMRDEMENT REOUIRENEW. SEE TABLE 1 FOR STEEL RDNFORCMEM REMEE NENL. 1. ALL REWMRCNC STEEL MUST CONFORM ill DIE UTTST.ASTI A185 AND/OR ASO GRADE SO, PA110 I.E.If SOIL HAS BEAMING OF ZING PST,MULTIPLY TABULATES VALVE 1.TEMPORMY EROSION 3 SEDIMENT Bf 4/R. r, WALE SHALL BE IEPT OFF ONE UNTIL ENE VEGELATM HAS SEEN ESTABLISHED. 2, STEEL REINMRLENEM MR RASE SECTION BOTTOM SHALL BE A MIN.OF O.t2 SQ.INNNFAL M.(TOM WAYS) 2 STEELIEINFORCFMENf FOR BASE SECTION BOTTOM$OUL.BE A YIN.OF 0.12 S0.INNNEAL R.(BOM WAYS) SPEMRCAMN D.12 SO.LN/NNEAL FE 3. TAGIE 1S MR HOR20MUl RESTWM ONLY. ::CM 2 TIE DRSf TWMTY FEET OF EWPIE AT lEM INLET PIPE ODENL SW11 BE LINED WITH 3'TO 6' J. CATCH REM SPELT.GMYMAN TO TEE LATEST ASM C478 SPEC.MR'PRECAST REINFORCED CONCRETE J. CATCH BASIN SPECS CONFORM TO TAE LATEST ASM C470 SPEC.MR'PRECAST NDNFORCM CONCRETE 2 STEEL REINFORCEMENT FOR BASE SECTION BOTTOM SWl1 0E A MIN.OF O.iR S0.IN/IINFAL FT.(ATM WAYS) 4. VERGES SHOWN ARE FOR LEST PRESSURE OF TSD PS WITH A NCO PSI SURGE AMDWANCE INNXOLL TRITONS. AMOROUS SECTIONS. 3. WHOLE SPECS.CONFORM TO TIE LATEST AS&1 CA76 SPEC.MR'PRECAST REINFORCED CONCRETE 5. THRUST BLOCK SHALL NOT BE PLACED AGAINST THE FOLLEIMNG SOIL A))PEAT ORGANIC SILT AND ORGANIC SOILS; STONES PLACED ON A S BED OF HARDENING(COMPACTED SILTY SWO)) B SOAR CLAY:C)RUBBISH FlLL AND OTHER UNSUITABLE ARTIFICML 41Lf;0)SOTERM SHALE; I/ 4. NOWAR Si-CONFORM TO SECTION M4.0215 OF THE MASSACHUSETTS DPW.STANDARD SPECS. 4. MORTAR SHAL CONFORM TO SEDDON N4.0215 OF ME MASS CHUSETTS D.P.W.STANDARD SPECS. WHOLE SECIONS'. )) \3 J.TIE MLLOWNID SEED NIX(OR APPROVED EQUAL)SHNL BE PLANTER IN ME SNIT MR HIGHWAYS AND SEDGES. MR NIGHNAYS AND BROCES. 4. MORTAR SMALL CONFORM TO SECTION MCO2.15 OF THE MASSACHUSETTS D.P.W.STANDARD SPECS. E)INORGANIC SILT AND VERY FINE SANDS. 50F CRFFPINC RED FESCUE 5. STEPS SMALL BE NA INDUSTRIES MP[STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC. 5. STEPS SMALL BE MA INOUSIRIES MPS,STEEL,REINFORCED COPoLYNER POLYPROPYENE PLASTIC. MR HIGHWATS AND BESIDES. 6. WHERE POSSIBLE.POUR CONCRETE ANCHOR BOOGIES AGANST UNDLSLI M FAVM.OTHERWSE PLACE WMPACFM 50% CH TALL RED, FE 6. ONE HOUR MONOLITHIC B0.4 SECTION. 6. ONE HOUR NONM.MIC 845E SECTOM. 5, ONE FOUR MONOLITHIC BASE SECTION. BAIXRLL USING GRAVEL AND KFJL GRADED SAND AFTER REMOVING FORMS. T ANY NECESSITY ADIUSINFNIS DURING CMGSTRUCIION KILL BE CONE BY SAW-CUTDNG AND/OR MUG ONLY. 7. ANY NECIESMY ADIUSIN- MIMING CONSTEATU N WLL BE DONE BY SAW-CUMNG AND/OR COMING ONLY. 5. AM'NMESEW AMMI ENDS DURING GUESD UCIION WILL BE DONE BY SAM!-CUTTING AND/OR CORING ONLY. 7, BACIOILL SHOULD BE CONPACTM TO AT LUST 90 PERCENT OF MAGIMUM DRY'WR WEIGHT DETERMINED BY ASIN 1= ANNUAL RYE� SS AND LOP NO JACNI4WYF%.WNMERS,CHISELS OR PHMNATIC TOOLS CALL BE ALLOWED. NO JACKH NMEAS,MAINE.MISSILE OR PHMNATK TOOLS WILL BE ALLOWED. NO JAPJO ETS,VMM MINCERS.CHISELS OR PNEUMATIC TOOLS WLL SE ALLOWED. TEST DESIGNATION D-1557. 8 RED CLAY BECK SMALL CONFORM WITH SECTION N4.05.2 CUT BRICK OF W4ACHUSETTS D.P.W.STAMM B. RED CLAY BECK SARI CONFORM YAM SECTION N4AS2 CLAY BECK OF MASSACHUSE TS DPW.STANDARD 7. STOPS SXIL BE MA MOUSMES TIDE,STEEL RENFORCED COPOLYMER PoLNHOPYIENE PLASTIC. SPECS FOR NGMAY AND SEDGES. SPECS FOR HIGHWAY AND BRIDGES. & RED CLAY BECK SHALL COLUMN WTM SECTION M4.052 MY BRKK OF NASYGNUSEUS D.P.W.STANDARD NOTE:ALL FTETINGS TO BE PLACED ON WELL CONSOLIDATED GRAVEL SPAS.MR HICKWAY MO SRN(#S. TYPICAL THRUST BLOCK PLACEMENT BIOFILTRATION SWALE . PRECAST CONCRETE CATCH BASIN PRECAST CONCRETE DOUBLE GRATE CATCH BASIN DRAINAGE MANHOLE - 4' DIAMETER ON BENDS, TEES AND PLUGS (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) 0 g t MODIFIED ROCKFILL: - slop[coRwEIE GAP NOVA ROCKM.SHAL CONSIST OF HARD.CURABLE ANGUTAA - W/COHCAflE SOUPED STONES WHICH ARE THE PRODUCT OF THE PRIMARY CRUSHING OF A STONE CDLSHEA ROUNDED SONS BOULDERS SAND ME AND SONAR MR STONE OR RELETNELY TIN SLASS - HILL ROT BE ACCEPTABLE AY TIN 10 S STONE SHN1 BE FREE MOM ONRBUROER,SPOIL SHALE,ORGNIC OUR OF ROCN EMGVAIION NEW 6'LD.STEEL PIPE EIIFD 6'OEPIN OF NODIFIED ROCK FILLMATTER.AND MEET TIE MLLOMNG GPADAMON REQUIREMENTS, _ OF STON PASSING 5-IM CRIB SUBCRADE' - 26-5/8' c_ HB INCH 95-100 - IT,-�,. GT MAXO TOPER•V4ANRS iDR PLWT WIFEAL e INCH 0-25 L +� C. i •1. <I OYMSNN:3-9/I6'M 3-9/LS YAVAE T ..� jYr. nIIM AM SOI50 w OF SANG AND 4.0' - 2-1/2 INCH 0-5 VASES +' ` COMMON FALL .✓=r . - z F k' --CONPPLT iO 95S MAX DRY DENSITY UNOM ROADS .. ,y.tN ORGAND SFM FlEE CQ1@OSf. g_ f k OMiWAVS A:5%MINI DRY DEN ITC EIBEKNERE n �}+-= =•-+p7'i=E f L l FREW TONTSIONE GRD PAVER 'I��`//� V`} ` • .i BY DEAL MIX OR APPROVED EWAL MIN e DEPTH OF 1-1/2-WASHED,CRUSHED STONE �I IA �iSii"?\N• •' )^ MiRM 140 NC FILTER FABRIC ly::': "' 1:" CUBAN SAND FILL PLACED A,TAMPM BY HAND .f Y •Ai (G� '�H.. I V=:. 4"•.Y. M&PE&IDM PLA M 91ORE FBLFD NO E1NSH MADE GRASS-l1NED fOPE&tt BOTTOM ElFA=JB.B 3 COMPACTED LtFlMG FILLBORON BASIN EI£/UB.O ", _ "''1\ 3. PWE // PAN �CO/iNOSTAS NORM M SRIDIUTKKNS •••-~�~ �\\�` \ Du _�11I,I I. aa, \\ BMOMG I. V'wES I 1/2 ME VIA(WUINCMNG AREA) WRPSiM,E GRID PAVER `MIN31 1.NC FILTER FABRIC CONCRETE FOOT IG MIN.4 FEET 0SPIN OF CLEW COARSE SAND VANES 4:. �_ MODIFIED ROCKFILL BERM DETAIL S r i I-I/rCOMPACED,WINE BAND 6 1 (NOT TO SCALE) - T,2'1YP 12'ttP 1-1 d' •C r 6•.^•I.QA'�OA:S:, . 10'COYP/LIM CRUSES,STORE TO NET _ UNpSTUTTOM iiER INIEAYL d °., ^�V�°V UH�V GUOFS MR PRURIENT.BE GRADONG R.W. �u•.: w GSA L�A Aa1 Q .. &45IN BATON LO BE LINED KITH 8' ' - ��CMIDfGRD 91RNNN: DEPTH UYFA OF 1-1/2'WASTER, rxusxM sTOxE �1 GENERAL NOTE•' T SECTION 1 1.FLASH ME MATERIAL VANES(SEE BE PLAY) - I••-M o 2 �}:,BASIN 80110 ETEV=3&oO 2 2 COMPACT SOIL M HAUNCHING ZONE M 855A NAIL DRY DENSITY 6'LAYER OF NOOIRED ROCK FILL ON SIDESLOPES TO .� NINIYUY 4 FRET OEPM OF EIEV=44.0 z �W L�w' D /RAFlWNL`OP AANUOALC UTILITY TRENCH TURFSTONE GRID PAVERS CONCRETE FILLED BOLLARD 1.EDOMENSDNS MAY BE MODIFIED BY ENGINEER TO.MEET REM CONDITIONS - - (NOT TO SCALE) - (NOT TO SCALE) (NOT TO SCALE) h • u°.o-a R®ta a1mmDMc SECTION THROUGH STONE-LINED DETENTION BASIN SD-5 (NOT TO SCALE) - ISSUED: 10-06-03 - FOR BIDDDING ©C£C 200J - JPS NMmp¢CL4-B26.0 I DESIGN CALCULATIONS SEWAGE LIFT STATION AND PUMP SPECIFICATIONS DESIGN FLOW. E PUMPS TO BE TV*DE MYEAS PUMP 325 6.PUMP SEWAGE AFTER SHAH BE PROLAG PUMP NAM TIMER RE7AL: 70,0003 S.F.X 50 GPD/L000 S.F.=1,500 CPO SUBMERSIBLE 5.GANGER SEWAGE PUMPS VOLTS TO PUMP RRIDEE MER MIDNIGHT. LAG PUMP ON SWATCH r CASKETS)SINGLE IFIF ALUMINUM ACCESS DOOR- TOTAL DESIGN FLOW=3,500 GPO WPEMAR, -HP,THREE PHASE,. VO.15 SHALL INSTALLATION TIMER 3'x 4•CLEAR OPENING IN CONCRETE STAB TOP GREASE TRAP 1: 28 SEATS,15 GPD/SEAT=140 GPO x 200R=2B0 CPD PUMP RATE=150 CPM 0 61 TON. 7.INSTAlATON SHALL INCLUDE ALL ELECTRICAL I---� GREASE TRAP 2 6,000 SF x 50 CPO/I,WO SF=300 GPD x 200%=6G0 CPO 2. CONTROLS SHALL BE FOR A OUPLM WORK REQUIRED TO OPERATE THE PUMPS. ✓ ALTERNATING PUMP SYSTEM AND SHALL INCLUDE SNITCHES,ALARMS.AND CONTROLS UNDER LIFT STATION: 3,500 CPO+1.000 GAL ADDITIONAL CAPACITY BELOW INLET HANDS-OFF-AUTOMATIC SWATCHES,AUTOMATIC NOflM&OPERATING CONDITIONS AND UNDER F TIMER M START PUWP AFTER MIDNIGHT, EMERGENCY OPERATING CONDITIONS NTH BACKUP a'ON SCH 40 Prt WT WITH ORD SCREEN AUTOMATIC ALTERNATOR TO CHANGE ME LEAD PONEA. W VENT UP ALONG20' WILLOWS PUMP,RUNNING UGHIS,AUTO RESET FOR HIGH 8. ENT RE INTERIOR OF UFT STATION SHALL BE COATED WIN F/] TERMINATE PO•ABOVE CODE PRDOAST CONCRETE RISER INSTALL. WATER ALARM,NEASIERPROOF FLASHING EIGHT BITUMASTIC IN5D COAL TAR OR APPROVED EQUIVALENT. COAL Q� AND BORN,LOCKING HASP,NINA 4X ENCLOSURE. TAR SHALL BE APPLIED ACCORDING TO MANUFACNRIER'S AND BE MOUNTED ON THE REAR OF THE BUILDING. V FlNISH GRADE=46.63 TWO(2)-LOCO CALLON GREASE TRAPS AND AND SPECIFICATIONS.THICKNESS OF COAL ONE(1)-8.CIA.SEWAGE LIFT STATION TAR SHALL BE 16 MILS(TINY)COATS). 1.FORCE MAINS TO BE 4•DIA SCHEDULE 40 MAINTAIN 4.0 FEET ONE(1)-VALV RESSU CHAMBER PVC PER PIPE WITH A MIN.OF 4.OF 9.8J5 ELECTRICAL CONTRACTOR SHALL CONSULT O O �T-��-�D NI ; 14NNUM COWL OVER TWO(2)-CONCRETE SANITARY SEWER MANHOLES COVER.1.5 C.F.POURED CONCRETE THRUST LATH THE GENERAL CONTRACTOR FOR INSTALLATION W - FORM MAN(M) ONE(I -AIR RELEASE VALVE MANHOLE BLOCKS ARE TO BE PROVIDED AT All FORCE OF ELECTRICAL POWER CONNECTIONS. �" •]] EIEV-N.93 ELECTRICAL PERMIT WILL HE REQUIRED FOR PUMP pm� FIVE(5)-FORCE MAIN GEPNW7 MANHOLES MAN TINGLE POINTS.FORCE MAINS SHALL fA 6 REMAIN GARAGED. INSTALLATION. d E 1^ (2)C DIA FORCE MANS 4.FORCE MAIN SNAIL BE SLOPED OONTNUEUSLY UPWARD, R (11P) EXCEPT AT WATER MAIN CROSSING,AT A MINIMUM SLWE OF F@IIT BACRL 0.5%WITH A MINIMUM OF 4.0 FEET OF COVER SOILS 5. THE PUMPS SHA1 BE INSTALLED ON A STANfE55 NLLT PIPES STEEL UFTQUT RAIL SYSTEM. THE RAILS SHALL BE 26'0UL HFAW OUIY CAST IRON N��� C TM IN,OUT=40S5 SUPPORTED AT THE LIFT STATION BASE,THE ACCESS FRIARS AU CEVFA i0 GRADE INVERTS=v sa OPENING,AND AN INTERMEDIATE POINT. REMOVAL OF FlNISH GRADE CABLES(SECURE THE PUMPS SHALL TAT REWIRE ENTRANCE INTO THE 10 IA4NHGLE WALL) : MANHOLE PUMPS THE DISCHARGE COI!EC AUTOMATICALLY TON WHEN LOWERED INTO PLACE. &FU0 GRTUB UNION NNLM ANO BOTH PUMPS ON R - FIEVdT.39 I2IiE E N (2 THRUA) i LEAD PUMP ON(NOT WERSIDE) B TV O.L.-1 ElEV=35.99 6' - D' A +---� - 9Uil MpiM SEALANT(M) 26'CA HEAV!DINY ClSF IRON �5. W pIA PRECAST CONCRETE PRONGS PDJJSNENi FRAVE AD,COVER TO GRADE RISER SECTION A'-0'0 :-5• �¢y¢ANTI - H-20 RATED PUMP OIAN6IIR PIPE SUPPORTS /POPROK TIONS TCRADE THEN H N GRADE 1MMARYG W p L>o 371 PUMPS 1 2nMETERS UFIOUT HALL SYSIEN 645E SECTION /PUMPS OFF PWIIHPONEOt VAlIE i0N EAOI - PE OPENINGS CAST TO PLAN-26.58 4•NOTE DIAMETER PRECAST o CONCRETE MANHOLE(SCE SEWER / ..' 6' J Z o¢ 1 - WHOLE OETA).) 0 4'PVC OROBS IWM SEE NOTE ii GWHN 0 ..� UAL TO PIPE DIAMETER Q < K Y%3'OPENING T , CIFINCIi 'I" `'�W'>TAIr++• . f •'rA I 6•CRUSHED STONE BOTTOM EL 24 1 I F 4 4'PVL FM GENERAL NOTES: Q (" 4 1. ALL RDNFORCING Sin MUST CONFORM TO THE TATESI ASIN AIRS AVD/OR 915 ME 60. O O ' •e ,� -•:_.:- .... __c_.._ -.a i° - / SPEC 0.12 SO.IN/UNFIL R. U R WNPACIED BASE W/6' 2. SUED,RENFORCEMENTON FOR BASE SELAES BOTTOM SHAUL 6E A MIN.OF 0.12 REINFORCED FT.(BAH COATS) CONCRETE FlLL LAYER OF CRUSHED STONE 4'%C TOGS AWN I-- ----I CIE/NOiD(TIP) / o ]. NAVHOIE SPECS.CONFORM i0 THE LATEST ASTIR L4]B SPED.FOR'PAECASf REINFORCED CONCRETE VARIES VAPoES VNTXOIE SECTIONS'. P-0'2510E OV!lETR 0 4. MORTAR SWll CONFORM 10 SECTON MCB2.15 OF THE M4SSACHUSETTS D.P.W.STAMAD SPECS. 0 12'Oil•12-DEEP FOR HIGHWAYS AND BADGES. SUMP 5. ONE POUR MBNOINHIC BASE SECTION. 6. ANY FOURECIESBAq,MON APIUSINENIS DURING CONSTRUCTION WLL BE GORE B/SAW-STATING AXp/OR CDR'NC OMUY. - a5•-0' PROIDE SECVAE HWt2M.AGAXSf YAAI 6'(ORWT NO JATOIAAMERS.HANNFAS,CWSETS OR PNETIWTIC MIS MU.BE ALLOWED. mEIWIL(TIP) T. SIPS SHALL BE STEEL RDNFORCED COFOLYNEA POLYPROPYLENE PUSTC. SLOPE 1D GRAN 6'GRAVEL BORROW B. RED GAY BRICK SHAM.CONFORM WITH MOON M4.05.2 CLAY BACK OF N0.5.VCHUSEfiS D.P.W.STANDARD (M) / SPECS.FOR HIGHWAY AND BRIDGES. EXIENOED BASE 9. PIPE TO WHOLE CONNECTIONS SHAH BE WE USING M POSITIVE SEA CONNECTIONS AS A ._ �= _.~��_ NMUFACNRED EY PRESS-SEAL GASKET CORPORATION,OR EQUAL CDIAP.D BASE W/6' SECTION A-A PLAN VIEW "�°`�SHm ` SEWAGE LIFT STATION VALVE CHAMBER FORCE MAIN CLEANOUT DETAIL SEWER MANHOLE-4' DIAMETER (NOT TO SCALE) (NOT TO SCALE) NOT TO SCALE (NOT TO SCALE) ) P' o� A C 0A VENT ME' 8'OIA PRECAST CONCRETE N H-20 R-PUMP CHAVBQ1 f VENTED RIM 1FRANE AN YFAOUITYD IERON { PROMOE AXI""ENT (� KOA-N-SfR FO� GM142TED 91X9E- ALUMNW SECTIONS TO MATCH D� /CST (WISH GRADE b CODDLE BON AO65 MR(S a S OF.'A OPNVNC) I APPROX.GRADE fICAPSULATEDfSB49E FINISHADE=4725 NISH GR 6'SCR 40 STEP,IT-GG(RP) ! UNISWUT DRAO"I 'f �MIT APEeuTiB6LY VALVE `SEE IPEN01 oETNL FOR EMH OR EQUAL /� RACIOTLL AND COMPACTION - REOVIREITFHIS 4'WEISE WAMEIEA PRECAST 26'DA HEAW'u"UST IRON g VANE r - CONCRETE WHOLE(SFF SEWER / CRISPIN Sl2DB•BEER AR HASH GRILLE- �FROA AND COVER ILA CP/L'E(M) CIEWOVT LIRE ARMHOLE DETAL) RELEASE VALVE W/NPPLE AND \\\\ COMPANION FLANGE. �y 2I ATIIMATNG SEWAGE(INNER PULPS 4 INLET VALVE _ Ir-t PREGSI MNCREtE ~-1Nr tl ON UFIOUT RNL SYSTEM - 4'PVL M 4•PVC FLOW FW LOW PRESSURE SEATNG MATRIA. A IA]ERS(TrPJ 24'OA ACCESS OPENING(IMP.) WIN SOFT 6'SCX b - o OPERATION .. PPE N4VfElR DmJ rr %C mom 6 F1'DY 9MX °EV'1983 r�:• G. axe f3.� RDW IB✓E � _ tY OIA GRAHAM qx SUMP 8 FRIED KITH 3/4-DTA I, 0 SFE UTILITY PLAN FOR INVERTS %PE SUPPORTS WM ED STONE o INLET Y a 4'OPENING4.BA FORCE MP) LCOMPACTED AYER OF CRUSHED 6-STIO 6'OTWi 12'plA x 1Y OEFP SUMP TEEpURET r TEEa 6'CRAVES BORROW ss A ROPE TO DRAN(M.) / - ITENOED BASE E S COMPACTED BASE W/B' T W LAYER M CRUSHW s6;E T Q PLAN VIEW SECTION A-A AIR RELEASE VALVE DETAIL 09�C LAYER°"/8'TO f/2'SNNE SEWAGE LIFT STATION VALVE CHAMBER NOT TO SCALE 1000 GALLON GREASE TRAP (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) a ' - 14@6 R®Ov 4 C16'80CBIE SD-6 ISSUED: 10-06-03 - FOR BIDDDING ©GEC 2003 NMmBc.04-026.0 ' 11. •may • 4.4'-i - /'\\ - • !" 2'2� SOLD WKrE IINFS(TTP.) WVlOICOP PARKIN: ON y \ YENNED IN ISIAID CE NOTE:SYMBOL TO BE PANTED IN ALL 'Vl• \ T1.27' ♦'N NOID P CYVPHE SYNBOL CENTERED IN SPACE(SEE OE ) HINMOV'PEO SP95 ` J- I - SriSa_i0 BE�P°AINNTEDON BLUE I .. 1 NON-SVD 9g GREUND A•WE P•W(m) A•R WAIF IWFS(IN) • 2.0' - 5.5' • . .A•vA��Y 4'SOLD YELLOW PE W l.l' W uIN SCORE UN6 \ I II 'I I AT HFAO k ME OF R4VP� NOTE:SEE MCNTIECNPAL OWLS. UP_RAMP FOR RNBN REOUIRENFNIS a 3•_p• O 1:I2 SLOPE Up-RAMP U O 1:12 SLOPE W ARROW�IzI— �� SOLID RITE LINES 12'VOL 1Y OMIT 0 _ q g •� WHITE PAINTED j DLETTERS CROSS WALK DETAIL -� 4¢� - 6'MIN. I A'MIN. 6'KIN. a Q F U UNIT.1 STIND. MR MOST PROTECRON LL� TYPICAL PAVEMENT MARKINGS rn RWDIW SPOLE r WWNCOP VOLE Qi Z PAINTED HANDICAPPED SPACE STRIPING HANDICAP SYMBOL HANDICAP RAMP/DUSTPAN PAINTED "STOP" DETAIL (NOT TO SCALE,,12"X 18'STEEL SIGN;BOLTED TO (NOT TO SCALE) (NOT TO SCALE) , r STEEL COLUMN IN TWO LOCATIONS PAIN BOLTS TO MATCH SIGN TEXT AS 3"SQUARE GALVANIZED STEEL TUBE PER CODE COLUMN POST,TYPICAL AS NOTED ON C1.4 PARKING PLAN - 1 BOLTED SLEEVE CONNECTION(TWO BOLTS)FOR REPLACEMENT OF SIGN V-O' VL-<l. POST BASE IF DAMAGED e CHAMFERED EDGE wTe�AmnTLnu0l or¢ N sRo91 REPA3YDflE AS SHORN ON PLANS GRACE LINE PNPT 1m G au9 NUGW U'Z GALVANIZED STEEL PLUG WELDED SYmM m0RF1 z ASE PIPE SECTION(2 BOL75WIDTH OF FUMED END �- RN91SvrtNTSECTION PLUS 10•-0WPRECAST CONCRETE > Z SCURBW/6'REVEAL VERTICAL GRANITE CURB w( i BINMINDN6 SURFACE WITH 6'REVEALL:M A .A �RO�t/lo T z w m 2 N STONE FOR PIPE ENDS CONC.HER, 5'-0'NW. T�-IXpOVp ) / COURSE TOP COURSE LOAM&SEED r- W Z 12'-0't A Al M2.02.03 MASS DPW STD.SPECS.. I I I 1 CONCRETE T LOAM AND SEED 3/N,Qwdm _ ¢Z mo LJ I WIPE BRASH \ / n BITUMINOUS BINDER T _ EASE CF BIMNG -J Uwe BLAST RNISN \ / BINDER COURSE splU9imAmAw.B0.4 a /2•RIDNE Z 0.8 / J L- ♦ " mtMAaRO maminE �I N o Fes"' s,>SJ h / J{/..�1� vNi FLARED END SECTION HC-SIGN �B'CONC.SONOTUBE FOUNDATION COMPACTED \ / SECTIO r ' q� O 1/e•RrtvOOm Q w (SEE FLARED END DETAIL FOR SIZE) HANDICAP PARKING SIGN N //--'—�— o PLAN (NOT TO SCALE) _ r' B GRANULAR EXPANSION JOINT B U a H OF FLARED END Y` \/ >AprOID nxr 14I. ASE SECT45'IDTON PLUS 2'-0'3 I r+5• •'2=��. --f^'- CONCRETE FILL TO \ \ \�\ C •,, P I ,,,•,,,,, UMIT OF EXCAVATION MIT OF FILL TO Rp1mE l¢Yn0u61wCilpn Fc=2.500 I -LIMIT OF EXCAVATION JOLNrs CONCRETE FlLL TO ps Fc=2,500 psl T2 - LU55 1,ME I-1 BR.CONCRETE LIMIT OF EXCAVATON (IA NO.3 CONCRETE PILLPLAN CONSTRUCTION CONTROL JOIN C I Fc=2,500 psi BARS LIMIT OF EXCAVATION ON 6'BEDDING FOR FOR-PAP RnIEH O-E SEE PAVEMENT SECTION C-2.500 psl 12' SHONIDFR BITUMINOUS SURFACE COURSE • SECTION A-A PRECAST CONCRETE CURB `q 6EOMINOUS BASE WURSE swPE-VWREs VERTICAL GRANITE CURB CONCRETE WALKWAY WITH CONCRETE CURB GENERAL NOTE: 3 NOT TO SCALE NOT TO SCALE NOT TO SCALE • 1. DIMENSIONS MAY BE MODIFIED BY ENGINEER TO MEET FIELD CONOTRONS SDSGPADE ./. RIP-RAP AT FLARED END SECTION BITUMINOUS BERM (NOT TO SCALE) (NOT TO SCALE) m^ f SAIQ HAmIES .,.,, S.. 3/A'IHAW'EA ALL TOP BEDS CAST IRON FRAN-AN)GRITS GFDIEXDIE FlLTR 1A9RICI ' Q DNMNWE PAVDQIT ` / _ �1� ,•]'DM.CRUSHED STONE ��.. /tt // �� f %./F Y, ' /\� \ •� �, .. •\ DMPACTED GRAN LAN Holm. S A/y NOT % PRFfASf CONCRETE (,2'Mn) UNLESS OTHERWISE SPECDTED:DIMENSIONS ARE IN INCHES '� � R• REMOVE ALL BURRS AND BREAK SHARP EDGES. / CATCH-H 10\Y /iS NOTES: �IOB' .•,y_...,, uv v_ T COMPACTED SUBGRADE UNLESS OTHERWISE VEGFlEm DIMENSIONS ARE IN INCHES TOLERANCESFINISHED SURFACES ON ES SHALL LOCATING BOLT HOLES AND REMOVE ALL BURRS AND BREAK SHARP EDGES. FlNISNm SURFACES SHALL NOT 8E CUMULATVE T cs= COMPACTOR AND LANDING PAD TOLERANCES ON DINENSONS LOCATING BOLT HOLES AND FINISHED SURFACES SHALL NOT BE CUMULATIVE 15' CART CORRAL NOT TO SCALE e 30' CART CORRAL CATCH BASIN HAYBALE DIKE DETAIL (nor TO SCALE) (Nor TO SCALE) NO SCALE NOTES:' WWI.. y - ALL CONCRETE RT BE 4.000 p31 WITH FIRE LANE DETAIL MA"MMM WATER ENT RATIO OF Ou tbb'MA GALMANTSO SRD.RA0 AND AIR ENTRAINMENT. �. 287s ou-WINDED PDGr (NOT TO SCAM 9 GAm YEW D PPIIPPE DINE1610NE(LN.) TOP VIEW a g (IN.) �I' VAN 41' C0 SECTIONS i TR. 12 65 TO 65 RAL OA CALYAXIIID 6DII N IS 66 10 65 GOWACTFn eA+DAL(TP) 1B 7S 15 6.5 3T >5 "c •� n: - - 24 Ts 1B 6.5 36 16 i P,T F -f �c',�'�' 5-,- - �T E (yE LENGTH WATER MAIN 1.VNR rn e sd SARI H 3D 10.5 NA ].E le�gO sdOF' rx eo-n Imv,�``.�.1� :•F,1,m, LE W 36 105 NA 7.0 53 fib c•(T•c•, Ac'mr't�'ic', '• QF.1RONfE 610BL 4r . .('E- ;,;••,• t z LENGTH w°SEWEis E. L SEII RAT GIWm Q •, j=^, - e CAGE 2'dAMONO MESH A• :•: t L_ 6•IdL Yu S® ' HOPE �,'�:•....,�. ME YMA IMF. SlhirARY 4TER �.).T A] I y WIRED DID SREL FAT OUATD 11 .. Lw UG dLVAOIID STIED. - 2 A YMW XONZWTAL W AO Lind° , c _ caPAam uvH SEP-DON OF 10 MET B YIL SOW At DEMVwa WeEn BE w TEnA:vw •("�P'r s A I W I ^ I I flTDAt EPARAMN Dim T x�DP�EN° E `RE°""E LINED RETENTION BASIN SECTION A—A' s 8'MIN. R i C r I,, 2.-I—) „ T 1 ME WA1E)tlRS 91ALL Si •j I•. n�: I: I. '� D•_0.•�"J I P I 9.E FEN wATDI •'' (NOT TO SCALE) . TNEN� DIESEWER. NOTE: Xpff WHEN THE . PaY REQUIRED FOR W SEPARATION. EN.i CRO59NGS WITH LESS THAN M°�'a Rvmha 016"�F SANITARY FORCE MAIN C-IT.-M + C YERTCAL SO E ATON.EEOF PIPE TO N.ENCASED M ADS FLARED END DETAIL L vnnoN u � LDnQRE,E,D•TO EACH 9DB OF WATER MAIN. SD-7 (NOT TO SCALE) CHAIN LINK FENCE DETAIL WATER - SEWER CROSSING DETAIL CONCRETE ENCASEMENT DETAIL NO SCALE M NET10SCALE (NOT TO SCALE) ISSUED: 10-06-03 — FOR BIDDDING ©GEC2003 I 2 4 ALE 10 /ACE G� BUILDING , q �9_ �� �F 36 �6 `o L 1 — : 1 4, : :. L ,4 41 .J: ": iJ - .: •'_�. 19 -.l J -Y, Ill'-Q. _4" z,_ I i - - „ :-4:" 1f 4 Z -Gr_ -• v 9r Y• -4" 3 -4, : ! y -� 13201 I } , 7 1 ,. f 34 -1t1 c , � - ( I ? HIGH OPEN TO I EMERGENCY I- C EMERGENCY !;_;" I DOORS 9 I �I I G.B.W. ELOW I j 12I 1. �' ! � , � DOORS ! 62' HAr L A t ! - N.R ! - !CO ACK - T.V.T " ! . - � RAMP - RAMP _ , v WALL MOUNT 'RAMP I ! L- 32' MD;0ELi ;P (} 3 UP i-�v l: k LocAnoN UP CASH ,." ( c! 1 L D ORS) . OFFICE I 4 _ I 24'-a I_D. i SOFi7 • ?'-o' A.F.F. IC -CREAM L W, FREEZER (18 DOOR LOUNGE P UE MOTOR a _ 11 _7 1 _ 1 r✓. TRAINING RM. v7 LL 5 1 1.7 ! [ + _ T. 23 -6 } _ J O �1 51 _ 8 --r-L I , CON.RACK -OC�M - k ( ( I ,' i ! v-, r -10 o ci I ! EST. ! l' 16 4 >! I L — — — — RI MEAT _ 8 -2 6 -8 7 -8 = t �-; { t--a 1 �_� 9R;NKS) l STORAGt - MECH. c.'t ; COOLER ^'.� ( t I w 1 ? i t - I i . ROOM -:, r-♦ Ln 75 CLEAR TO ! ... '"�— _.., U i ! € ! i I ROOM M! ^I H 0 I cEk wD I • • j ## • • ! I ; I M (42 PALLETS) I !! 6 IVa I _ L P./CS I 1 c2 ! ; i ! j--''„ , y— -t OFFICE OFFICE I LIFT ! _ ! a I :k t 'Co I t I PAL t S <� 4 ! I 1 91_ G _,- - -Ir 12'-�„ : ! SE RAMP I q� < w { r i ! t 6 �( 8 8 4 U P a. +-vie I ; { ' rL , I :. { l i -' 1 ! I WOMEN �r 12' I OF -8"- i �I I I I 1 . i i I� . , r- INANO O OFFICE I � P -PRINTER MEL=,Nt E AM LY La !' � i :I iI- i II II O-`_; 1 Ag' A �DC SCALE J �, BATHROOM TRANS. Uji PREP L C u? 00OQ AD RAMPRECEIVING OFFICE MEZZANINE j I€ - - -• I i v I I t ;,' { w I D&D ! M 4 a 3 DOWN- L t SS � 7 8 ! fI Z I ( \ _ 2C.'DR. w , r y�^ 0' �< COOLER j - ( Gt_A:. =.1 ,�M P _A'r• ,,,3 rSl I I l AOWN ^ ''a s COMP. SINK I 40 DOORS) FREEZER a N I ( ; ` i RAMP 5 1' �. a. I �1 IF -' - I l` ' { 8'. ' 77 f -J ii T. . WALL 'UNIT j i 46 DOORS) ! ! 1 I } r UP MEN I I t1 . I LZ H r J r-! LO ION ! ! i _ ! w I ii I , € ! I 16-$ I c (- r J I I: 4 '�' xa Q Z�I DEMO `T �� J•l�, �i :v' ! i ' —E' H!G� GHA!•.! ui? 7— RETAINING WALL I ! �� - ' :(n I (SQ ! m I [ .]I I sir e �O !._... LINK FENCE gll N •! - 11 w.y' y m V I iJ t oa' AS^ ! ,,, —,--to �T G I (1' _ x; w O u - - - - - - - - - - ( ; , J 1 _ � =J rr, }'t ; , r- _ _ = _ - : � ! �1•,I ao w'�� � I I -:'I I O .,LD i I O '� '''!.---' ._ }� [nO ^:T' T� i F <_IIT I 1 F _♦.'C� TRAILER DROP RAM? I, RAMP I n; : fi E — — — — UP Ar R-1L �j n DOWN I I +� Puu= O SHRIMP _T" ' .. H �, lJ"'; 'O 'al ! 2 COOLER PANEL 7 •.. ' n 1 i C73 i ! ( wr a LtiN FISH H LLI WALL u .. 12'-0'HIGH i ! t T ! r•, �Z v J i FRESH SEAFO _ FOOD wwiY =pII �I 12'-3 GENERAL MERCH. PODIUM I I I i OLLARDS!CORNER GUARDS y I O memo P i PRODUCE - I I — — _ — ! tit I Op cCH?RCL COOLER I — - i— — --H - - ( I ( MOTORS I „��, J I .� M HOLD .i^ice .. +m'e �- :J i ! 4' '� I U w /n �� I HI _ N i 7 I : I V - if - _ J r I i t PRODUCE r -, I a I I N L� ;i j1, i I I(! � _ e .< PROCESSING v ! - O i-: C i ,-:-J.• 1- —.. C5 , ' .<! : o HILL COMPACTOR ; ! , I•, oo !: x• ^ I I - ._ 1 03uM I 1 .11 TAB!E w,rw y1 I w I I ! E —•__mod,--}, i = HILL PHOENIX ! O 03U4 - 12' CQ I �, ..,,}1P OWN B- ErEEG CfIX _ 16T-1:. S k a ' !: `€ - : ( I{ !1 !4i !! r A'.Ir. !f'.•.? :ii_, r BAKERY ! u �t I I ; ! ! III _4" POLE R i Y u < : r I ti l z I I! I 1_ i FREEZER o �!; 5 i _.E I W•. - n:- L, G1.:`,Yc, ! u•CLEAR To �!: '�,:.:� =� ; :sC``I ! �1'- I � '! !:, i Ht'ILD � (1S PANLLTS x y 4 u W 1,I ._�, �f;l {!. j I b t - RAMP T_ I �Y D HNA PNOENI% ° i n !! i! !t lii rr.l 1 01 2 �1 _ - _ - .,ten - mm -i ' i , 1 !:I-t Q Q LL 1 UP €2 S ! r,= .i � } M I owu- 11 I I Ld HILL PHOENIX III (!) .. 03UM - 12' M-10 I v - T�BLEJ z 1: ,I - ;i I M ! t- I IIf I ! I !, �, —i ' �I I RAMP I ; ,..Yam! p II ! , ;, I :.: :: ! ;: 1 - W LJ_' - ! `� -- - :r:I DOWN ( € f I POD 1 41 �I a BAKERYi w Q1 It ik. , tI —a.-.-. FL. ERAI z., 4 2., RETAINING WALL "�" —�L .� I GAN +,.,­.. € ,.1., I 1... {�, D.T. ; I � , , MILL PHOENI% '! !`" !�: ! 1.• HIGH LHr..h! L:,SF _ n'- ,! „ FEI`1. I : L , I ��----�� r OSUM 12' if I HILL PHOENIX I ! -�. GRADE DOOR I a,• € Y.._ ;: u �...._._ ._. ..., ..._.- ?- ....._- _ __.. ; _ . r �, ,_ _-. " 1 F A. h� .., ♦ ♦ - r- 1 ! ! F ; t _ t 1� 1 , 19 9 7 2 9 6 8 6 9 -`•. -a" g' g' - q" t �'- P'- - _ I : MAN DOOR I rn 1 , 1 z _._.-_. . z PAY TRUCKERS I I ^ / r♦., - FOOD 1 -.(-' _ PHONE o I 1 �, t LOUNGE oN l �` -I COLLECTABLES { _ J T - - �. i i GENERAL M=KCF - - ! r _ J _ I t O' I.D. 1 - - - - i � - - - = - r w IJ' -- - I ---! -- --x - -+- ��l i-- L- '�I~ _ I 'I r ' _ •_._ ,` t�I r.� I � I i I Li -; ! € 4 29 2008 -5 - j ; } —JEWELRY _ I F Space Data / / } RAM I I - - I CIGARETTES I 11r 6' H FENI­_P" "t NEWER FORMAT 21 I I ! # a ( I i I 8Y G.C. 1, HYANNIS ! f W L� - i i 1 { I l 9 b{ { i k-,1 MA C1 O I 1 ^ i r l 3 I } 1 ( 1 a { REDEEMER AREAS SQ FT MACHINES - Or c I . 51,958 Sales Flo I . t I + t �i Ii Front End 6,945 -- - I ,` G 3 -i I - � ( � k � u I t--' a I - I Ee` } I, a v r Liquor Shop 0 I 1 ( : -- • ---, Freezer/Cooler 2,183 } Low Freezer I Product Cooler 151 , i � 2ss t l i i I (. 1 ! I ! CI ! I l r• ram + .} '.(. - I ) _ __ fl 8' I. FENCE-,t - - - - � - - - - - Offices - First Floor 1,688 I -- - tt {{ 1 - 1 ! Receiving 4,992 - - r-? •-� ! -4 I Tire Installation 0 ! ( 11 I I { ! I I I 111} VERTICAL LIFT 1 !I DOORS I Vestibule 0 Mechanical/Fixed 944 r_ Special - Pharmacy 0 ! J ? TOTAL BUILDING.FOOTPRINT 69,102 I I i I i Ott oICE OUT 1 w r� 1,241 uY G. Office Mezzanines (Front & Rcv'9) _ Q m ' Li n I SELLING PALLET POSITIONS e l FOOD 309 12' I ( _ _ i I - - - i I _._1 !, I ' IN I % of Total 38% SOFFIT * ' - rl GENERAL MERCHANDISE 629 - - 6 P ;-4 --� -t s-- Ld ' I I i 7' ,r j 9b o f Total - ! ~� !i 2� - o _c' �," o' �� k I -t' ! 22' 0- 16' ` I 938 r - " 11'-3" 8'-4,. g �1' -7" 8'-4" 9`-7" 1' S1' 9'-7' 8'-4" 9'-7" 7' S1' 9'-7" $'-�' : -8" 51" 5, 5'-6' 3'-4" 9`-6' 6'-6'" 7'-F' -` I ( Total I I [ R I�LRJ�J U d 011 1 I I I } o o I Refrigerated Produce (Linear Feet) 44 { RAMP _ EMBER VICES D y Produce (Selling Pallets) r' ! RAMP r1 x a, M SERVICES DESK - - Q I 10 ( I I II I v Dr e (S n s 350 j FY Meat Display Cases (Linear Feet) 98 I �Cv „ii .wt n -- - -- ' - - --- I - � ' Bakery Display (Linear Feet) 2 :n I TYPE OF-CA _. . EXISTING _ . I ( PNUEMAT!C � - 9 TUBE I MULTIDECK / FRESH MEATS 32' Liquo rrS Cords (ing Pallets) 0 EMERGENCY _ I I I I � Liquor Shop (Selling Pallets) HOLD EMERGENCY DOORS I I SINGLE DECK / FRESH MEATS 16' 46/40/22 DOORS - _ Freezer/Cooler/Lowboy Doors DEU 32 I SERVICE DEU t6• AL - _ - _ - _ - - - _ " - - " MULTIDECKS / SPOTCASES 208' RESERVE PALLET POSITIONS 644 I r MEAT SEVICE DISPLAY 24' C Level 644 Level 644 1 i 3'-8" 19'-4" 19'-4" 19'-4" 1 -4" 13'-4" LOBSTER TANK 12' D Level note a SEA FOOD SERVICE ( ) 79 1 07'-d" ROT. CHICKEN - 6 Freezer/Cooler 0 1 SIDES DISPLAY 4' Remote Freezer / Cooler 0 I TOTAL 350, Sales Floor Bulk (ABC high) 2,011 REF. PRODUCE DISPLAY 44' (note b) 0 REFRIGERATED BAKERY 16' Total, 0 Tire Facings On Sales Floor D Property Developmer WHOLESALE CLUB BJ's Wholesale Club One Mercer Road - P . O. Box 9601 Natick, MA 01760- 9601 - f ( 508 ) 651 - 7400 i PROJECT CLUB I J n } -E TES :-.�1• ,. :j ^L:`! Ah .;ycr; a _. _ . r1 4 HYANNIS NA 321 - 12, ,2 •2 .• ! :ti�sj :� r ..l:c T =_xTit`.- (•r- ;aC:Y ELL �;FR � _ ; -, - - - - - T- , F SHEET E SHEET _ . . _. _ l - ;.,., �•-;:,♦ Cr1 z.CK ;, rr7 Cl _ vI'. . :Cr - - c - _ ---- W A FILE. SCALE DRA 'N B ! DATE CAD E. EIIIIIII REVISION BY ! _ ` —' 321Hyannis - ? 284' Fj".CE 10 FACE OF BUILDING =`5 33' 36' 3F 36' 36' 1 36' 40' 1 4 31-4 ? -4 14 4 19 -4 -4 19'_4 �'_�^ " ,.-4 G. 4.. - ; _4" 3: 19 4 1 4 i _ • � _ 1,�' 3'-4;� 19'- 3.-4.. ,•a._Y.. ✓._Y.• io.-4.. J.-4" - ?'-- 9'-4" 31-4;' { I 34'-10" 25'-7•. 6,-2» �-1 ." HIGH OPEN TO1 o HI-) G I ,;• , a I G.B.W. -BELOW I -2� 1. EMERGENCY I I J DOORS 16'-8 9,L 1 k EMERGENCY ; DOORS 62' ! ( I �HO_0} _ - - - - _ - - - - _ _ I _ „ ' - ----... I 1� 1-q rON.RACK I — _ ___ _ t I I RAMP t T m� I ° D AMP I� J2 MD/DEL! RAMP ? [ ` v WALL MOUNT R j UP D ORS _ H I UP �i:3I I LocEnoN UP CASH <v �' ( 2 A'_8" LD. 1T I - ) 14' L W FREEZR1„ (is aoo1R -7„ I OFFICE 1 SOFFIT • T-O" A.f.F. I CREAM $) LO UN GE MOTOR L� TRAINING RM. - - - - I - r T. _ 23'-6" 2� 5 19 -1 ( 3 I ii u u G R'-4' 7 1" Si 3'-7 g._Q.. n,-7" 51,. ,5i" 9'-7' 8'-4" Sa_4,. _1 CON.RACK OM - c I 1 UE 19' 14'4 -1 C' I L_ — MEAT ca I , [ ! —� VEST. RINKS( _ , ( O A F _ '- I �- MECH. I i COOLER IAJ ROOM M �� ROOM 15' CLEAR TO -._... --- � CEILING , O I • • 'I I i • • !.-_ - , - 6 2 4' 6 ni (42 PALLETS} 1 I I i I ! 3} I € O _ ! I O ; ! Na_7 I L.P./CSM - OFFICE uFT , I 1 , , ! I i OFFICE H ; , _ ' PAL r '; i - I - ? ' d ii t 1 _ d!12'-8 : I I SE RAMP t_ a. I l r I i i 9 a" a EIL If _ ? I N 1i , ; : UrGO .� OFFICE _ i 5 •—� R "7 a-PRINTEP. ,= 41 i I i I I t MEZZANI E z ! d I DO Of I ABOVE _ j MEAT In ! I I i I ! I i j FAMILY O >cuE J ! i BATHROOM I Q o TRANS. _ I E I �� _ @ER-I Y PREP r- i I u� ( - JAN 1 d " I r— --- j ? I I t0_g^ - RECEIVING OFFICE M ZANIN `� r¢ AD :( { Lo RAMP ( 8 I 00 ( I t,I z• I I I ! I Lw o- I ' D&D i' r MrE. a c'j I i DOWN_ I_ L I I U - 6-b' e _ �. , COOLER ^ I !!p 4 3 i .:')ARO R ,11iAY w, :i j i !`!`l U '= j �"i i 3 I � I - I -,J •' i 5' 5' s I OwN s' < _ 4 d8 ooeRs) FREEZER iL _.. AM - 9 f G .ca 6 DOOR ? —� f..._....- - - --i v it i I I 4 S) ,; ! i I RAM MEN I H �•T. WALL MOUNT ! I ' _ uaLL �- ` LOCATION i I _ J 9 '-.7 . i 4 _2', ( I i I L ! i N�Ho c —. r cx' if w �a Yw i t I �1I a I N :-i - k .. : z� I DEMO _yz ! w > '✓ cf, ¢ ' Cri -O i I 7 Raj iLti o I s i i ! ; I ! + f o O a RETAINING WALL I I -- k>x 4I I n T ` _ ` i ! I a�T -" n iV j i I Gt, Hniri _ Luu1LLL _ . � I L._ i I �F — �� I i I_ n_ W ti N I I e?.� — —_— C' L7 1`1 11 'i ! i—`� ! I I i ` l (- L_ ) I Wo `~ I fii �' I jc �D" Ti i o I n I ; I� TRAILER DROP 1 RAMP I«RAMP RUII I i _i' ;R•'L �� i� 1r I I �r L_ 11 Z UP ;LIArCI t.IL I� _ (N DOWN PUMP 4 SHRittp D _ 'L. t — .J� —I r rp gar - r — — — — —.— — — 7{ + i• .-- I — COOLER PANEL 1%j PLt.� < .,C}, H L 1" ,/ALL { . S¢- jt ..__.._ .. _ .,a�.�i li� Y " C (>r 12'-6'n'GN ?J I 11' INY > in i fRE:"H SEAFO' I I / 1_ FOOD 14 I i ,4 1� - i , ! - GENERAL MERCH. I PODIUM I � I COMPACTOR I{ '' wI - { aLLnRas c RNER cuARGs - i y� i IOf N r !! PRODUCE = _ rrri CONTROL COOLER - } .I L �j ,-4,. O rry i E » HO D`MOTORS -J.i n r� r,r .-• •,� ., r',r- ` E I i'1; +`; I PRODUCE a ca I n " i ! ! L I ! ijI } I; `•>. I I O j PROCESSING ? ,. 3Qj } I i r — I 0 ! — -' C _ ! b J {a"lI e m HILL PHOENIr. 1 =- '�Swia.i U; f' I , ;'; it CV ;ice; C\ I j - [ COMPACTOR 5 I I , 6 Kf *--?. W I 1 Ili (l , ✓ -✓ ti i ! IuT �a'F _'.- .. f•,-> : i,�ilb- tY. I`v r j al I j % 1 I TABLE P7 I i�J s I I - . i n i. I. WILL — ' _ .! -'E• ' _i 6. 4» tF. �? h a o3Uu 12' - • zwl w -os , I i I'I I; II? iii M Vie_ j[ y, i �: ( I`! R� i L ' RA P 'ec r- I J I T--�:i �t'j - - WN EP.N !••^, I 1� _J , k W - I ri _ E),•x;, w E j I 1, I{! jIl -+ -I 1J 11 LL N I I: POWER of r ,. BAKERY L Y t.G COMPACT OF ! _ : I I .wli ;n P ,a 1 , ,i Ii is 1: III I -•' -. .. �. W :1 s I c ..� b£ (! � 1 :I : ;! ': � 1J -� POLE .. FREEZER • �,1.Rr ,c ( jlj I cl �; i : . - # 15'CLEAR To O,L [ =n I _a�.tl. i ., ,_ _�_,•r-. nt 1- 'r I I: ?! I HOLD CL' • I CEILING .I [D I�:I �,. ,t �IlrLl'. �I ' I; �-6a i 11' { ! I[ : fZD i l ....::. - , (,S PALLETSL_a•, 4' RAMP T—__—i HILL Pn GFN!r. w�Li Li l f ' �Iz w ,I ,- ^ I'7 Iz' �! i 7 ¢W _. I' � { I I'i = (n -- •� I ! _ I, -AIL ' <( I l i t - M t, j � txa co I' I i 1" !: F ` gg I is ! it � t TaE{F 9 T.t.T .I i .aililif ZO - I i._.._.__..__ RAMP i i j ki Oi !�liu ' C, C3 I---E i---�1 I :1 II „' 'il PODIUM - LJ j, i BAKERY i DOWNID : . \ = , ' -, I I C {r— w. ' - .. FL. OR AINI > �{ u - ! i � "-' o LU'-J' - O if RETAINING WALL -' - -t i cA•, A;»+: ; I r r. I tS:I g' i j -�i -- - — 1C HIGH CI-?.-'4.Ihl LINK 1 1 .e:.., _. _' .e .:�� n:t:=n�En:< ,-.a I w 1: �E ! i ,11 , r; i a R d- ---' •,. I , C.'.0 - t : i�;� —4. i GC ^ I _ UJ _ ii r e : I I _PJ..E WITH R,•.,r Lc 1= _ a< xly W GRADE DOOR j' - F a1< x- ;I I,,�' •,r t+;. ,,Q Pl li L - A i N T f I f; !l ( IA I F -j I- - ._..1. . I E:A.S y- U.P.S: _--- -- -. - x ' 33 MAN DOOR c; jl F +,O' 1 p_4s IS+ -6' i - - I L)'- 8' 6' i ?'- I 8'-4" i 9?I I g'-6' i7,_�•. 4.. :-F 8'-4. 17'-6 g'-4" }. H i I TRUCKERS I I r;=`,.2, - ----- -- _ FOOD _ ._,`.. I 3 PAY o 1 LOUNGE 4 LOUN i N) - GENERAL M CH - - -- E , .G;jI coL _c?AaLEs I - J PHONE ( ! ¢ ,• I i 0'-4' 4� 1 I ( ,-- -- w w I ! 'a i �tl ?` CIGARETTES I c} I i I i I I 6 H LN,10E 2 i i o o , EY G.L. - - - H I I I Space Data 4/ 9/2008 .- U_ }� � . .i � I I NEWER FORMAT 21 j - I i T I REDEEMER , I HYANNIS I CHINES I , ;zI I a , MA 1 � II ? co i. a cal I AREAS (SQ FT) i '--j -- —-- —— -- - ( i 1 - h ', _ a Sales Floor 51,958 { J ! i ,•• 1 =. 3.. Front End _ H I - - 1b y I 6,945 I - - j i Liquor Shop R' 1i FC:, E f } ?- - -- Freezer/Cooler - 2.183 I Low Freezer 258 _ I I i j I , j I j Ioi °ol i I Officese-CFolst Floor 1,688 VERTICAL LIFT ! 1 I DOORS I i I I i I 1 i g' j Receiving4,992 ¢ I Tire Installation 0 - - - -w H I Vestibule 0 I�" C}1l. I N i ' 944 I-. � _ ( Mechanical/Fixed I - J -6' H FENCE OUT w - I BY ,.C. h cn i ( Special Pharmacy 0 li I I t i v >''' TOTAL BUILDING FOOTPRINT 69,102 12' Office Mezzanines (Front & Rcv'9) 1.241 j I I ;IL I ( SOFFIT v7i IN i SELLING PALLET POSITIONS 1---1 :—I i___1! I1 - �. I FOOD 309 I j 9e of Total 38% Zj16 Q'-4" 11 -3" 8'-4" 9'-6" 51" 51" 9'-7" 8'-4" 9'-7" j51" 5�" I i 1 22' a ^ 629 9'-7" 8'-4" 9'-7" 51" 51" 9'-7" R -4" -8" 51" 51" 9'-6" 8'-4" 9'-6" 6'-5" 7' 6" t- o ! Il ? _ I 6 - I Y� ! I ;� Y i RCHAN o o I 77 t�cc �7 ! I GENERAL ME DISE ..: - ,-; ' i-,, ��ij I LDI I 1'. I=c :h - L=14.J :le]II. L I i o �O ! 90 of Total 2'/ J t �1 1/ RAMP J ' o �iI I' MEMBER SERVICES DESK - J z I I 938 RAMP Total �I - -- - COPY P - ,LEs. - - - .. Refrigerated Produce (Linear Feet) 44 I i ! Dry Produce (Selling Pallets) 10 r) - 350 I PNUEMATIC I ( `t Meat Display Cases (Linear Feet) 98 7 -8" EMERGENCY 11i' I TUBE "rJ ^! Bakery Display (Linear Feet) 92 HOLD EMERGENCY DOORS I I Greeting Cards (Linear Feet) 0 DOORS TYPE OF CASE EXISTING PR+)PI)SED Liquor Shop (Selling Pallets) H � H ._._ H - H -� 46/40/22 - - - -- 1 MULTIDECK / FRESH MEATS 32' 32' Freezer/Cooler/Lowboy Doors 1 3'-8" 19'-4" i 9'-4" i 9% 4" 19'-4" 13'-4" SINGLE DECK/ FRESH MEATS IV 16' DELI 32` 32' RESERVE PALLET POSITIONS 644 107'-4" SERVICE DELI 16' 20' B Level 644 MULTIDECKS / SPOTCASES 208' 252' C Level 644 MEAT SEVICE DISPLAY 0' 0' LOBSTER TANK 24' 24' D Leven (note a) 79 SEA FOOD SERVICE 12' 12' Freezer/Cooler 0 ROT. CHICKEN 6' 6' Remote Freezer / Cooler 0 SIDES DISPLAY 4' D' Sales Floor Bulk (ABC high) 2,011 TOTAL 350' 3?4' (note b) 0 REF. PRODUCE DISPLAY 44' 44' Total 0 REFRIGERATED BAKERY 16' is' Tire Facings On Soles Floor I 0 D D I NO`ESA`E CLUB Property Deve;oomen w B �'s Wholesale Club > One Mercer Road - P . O . Box 9601 Nak_ MA 01760 - 9601 - 0 ) 651 — 7400 • - , ES - �;E i'`i .••,`1,i C r.A ,,! 'J`._,. I.._A i.I r A S i i`{ `i'�,l II :F ZONE j N= "rE RE ODEL OF ;a� T=_� PROJECT CLUB "A 1- - H AflyN� ! %1 , t 1 ,._., Fi�T'IJ `ri'ITt `ND F:•Zi'-iG t'a - - - - d t c i 1 LI. t _. -:rs; ;cam _ - - ";� _ _,_.�: _ _ _ - ^cr, rF?T .- -! Tc ,. ^,i F?^ - vF,::6t1 i='.,::.E "L-I F• F 1=: t X `. ..•� DEL<..:' ". e �'"._ _ L?� `, ._ _t: JI.EE T TITLE SHE_ . - ED SCALE DRAWN BY DATE CAD FiLE DA'E YE liSION BY - - z C iris .. .._ .. _:L, 0" 77 B00 K.:f PAGE 2004 APR -8 P 2: 2 8 1.L t,uU„I Y �:TI�Y t,F UFEUS EXIT z • - . . LWA c .,I F. I; / H ptD IrA ' Rp�r 32 pUCH, � c� RpgD � W N/F CAPE COD AGGREGATES Z CORPORATION N/F CAPE COD AGGREGATES h BARNSTABLE, WISSACFNJ5E1T5 CORPORATION FOR REGISTRY USE VICINITY MAP • DB - 1394 PG - 1010 PLAN DOC 119 727 RLMR„FNCE.- PS #218 PG - 43 Q� PLAN BOOK: 547 PAGE: 1 DATE: OCTOBER 9, 1998 f N/F PLAN BOOK: 537 PAGES: 4 dt 5 / / OB - 1410'PG - 636 CAFE COD AGGREGATES DB - 1426 PG 976 DATE: SEPTE111BER 18, 1997 CORPORATION PS - 976 PG - 49 PLAN BOOK: 455 PAGES:` 73,74 do 77 DATE: AUGUST 1, 1988 N 88'59'20' W L.C.P. 30063E _ _ _ C0IMIONM�ALIH ELE TR. DATE: OCTOBER 21, 1974 S 02'19'55' E 194.57' COMPANY EA;►EANEM�'� �I�FA f�lYTc1l41C-- --:.:_.._ __._:.._� -- - 18.2r j! CERTIFICATE fI16997 ASSESSORS MAP 274 PARCEL 39. 40-1. 40-Z 40-3. 40-4. 40-7. N/F, HOTWATER REALTY TRUST t 41, 44, 45, 46, 47, 48. 4p NTRUSTEE / ASSESSORS MAP 311 ROBERT H. GOODWI PARCEL 7 ASSESSORS MAP 295 _-- N F f / PARCEL 4-12, 4-13, 4-14. 4-15. 4-16 U.TH aE � CAPE COD AGGREGATES CORPORATION I 3 THIS PROPERTY HAVING BEEN LOTS 7 8 Lore iR P8 547 P 1 I SUBJECT TO A PLAN BOOK 547 PAGE 1 / F INC.DEVELOPMENT AGREEMENT BEIIIIEFIN CAPE N/AT CAPE COD COD AGGREGATES AND THE TOWN OF ACCREGES CORPORATI(DW BARNSTABLE DATED DECEMBER 14, 1998 y AREA - 412,807 &f:t 4i I LOT 7 AND RECORDED IN BARNSTABLE REGISTRY OF 9.48 ocroa R PLAN BOOK 547 PAGE 1 DEEDS BOOK 12045 PAGE 181. NIF �c CAPE COD AGGREGATES C'ORPIORATPOW AREA - 274,410 &f f 5, THIS PROPERTY HAVING BEEN LOTS 7 ! 8 S 88'1T35 E / a bj 6.30 ocros �` PS 547 P 1 IS S1"CT TO A COVENANT 471.95' BETWEEN CAPE COt3 AGGREGATES INC. AND BARNSTABLE PLANNING BOARD DATED / � — ! _ DE: 'tER 14, 19IONAND hE00FWED IN DETAIL N.T.S. BARNSTABLE REGISTRY OF DEEDS BOOK 12045 PAGE 189. N e7'5910 w a 2 0 WIDE SLOPE EASEMENT DB - 11109 PG - 306 60.94' • - 711 714 81 27.60 / 20' WIDE SLOPE EASEMENT LC SEE / ! PB 537 PG 4-6 g DB - 11109 PG - 306 �._._ its4PP .� P8 - 537 PG - 4-625' WIDE SLOPE EASEMENTDRAINAGE EASEMENT + ` DB - 12273 PG - 75 i II 10' WIDE SLOPE EASSEMENT D8 - 11109 PG - 306 S 88'1T35' E ♦ -_L - -- P8 - 537 PG - 4-6 D8 11109 PG 306 37 - 41-6 471 S 8W1735' E ---� PB 5 PG f 99 IONMV ►41CFIIfiIY EA,SEANEAIf UY011T =182.28 41 - - -- - 822.59 L (WIDTH VARIES - PB. 537 AC 44r5; DOC. 7s6,19�3 D8 11109 P 306) .._- :.. .:-:::__.:--__---=:---.�.._.: __,-__-._._ N a (A.K.A. ATTACKS LANE EXTENSION) 0.0 PLAN OF LAND PREPARED FOR TARKINOW DEVELOPMENT GROUP LLC Combining Lots 7 do 8 Plan Book 547 Page 1 HEREBY CERTIFY THAT 7W PRWERTY LKS 9OW ON THYS PLAN ARE TFIF LWS a1+lONVC EXISTAVC OwNER5111PS ' Located in the Town of i AND 1HE WS OF TW STREETS AND WAYS M W ARE 1 HEREBY CERTIFY THAT THIS PLAN W THOSE OF PL�IC OR PR►VA1E STREETS OR IINYS ALREADY BARNSTABLE, MASSACHUSETTS ACCORDANCE NTH THE REGSTRY of ,I ESTABIJSFIED. AND THAT NO NEW LIES Far OF UTLVIVE JMUARY 1976 t DECEMBER 23, 2003 EXISTING DIIMERW OR FOR WIV wAVS r., .,, �� 60 0 60 120 180 240 L1AlE: t ♦ ,na+.Y DALE: P.L.S: a; i SCALE 1' = 60' COASTAL ENGINEERING cowmyy M 260 CRANBERRY R RRY AY BE HIGHWAY G W ORLEANS, MASS. 02653 (508) 255-6511 COPYRIGHT COASTAL ENGINEERING CO. INC. 2003 C14825onr.dwg ;a C14825.01 ---------- 7 OASTAL NGINEERING OMPANY INC. 260 Cranberry Hwy.Orleans,MA 02653 ASSESSORS MAP 311 508.255.6511 Fax:508.255.6700 PARCEL 7 DRAINAGE EASEMENT—"' N/F CAPE COD HOSPITAL 00 1517.82 ASSESSORS MAP 311 ui PARCEL 7 N/F CAPE COD AGGREGATES CORPORATION 0 -d3 -i4 f Z'k ESS 9-k 41 Bu 'M 471 f 71 A4, _5 ;,V X,,t w m �v X p ut, T5, cr� -, q C) q SEAL "A tp 40 ,79 Co -& % A 1 ili W11 C-4 ASSESSORS MAP 311 IVIA, 4X", 01- PLAN REFERENCE PARCEL 7 KRIV CAPE COD AG N/FGREGATES PLAN BOOK: 547 PAGE. 1 CORPORATION 1998 OCTOBER 9 DATE. "W. PLAN BOOK: 537. PAGES. 4 do 5 g'r D SEPTEMBER 18, 1997 DATE: PLAN BOOK 589 PAGE 77 PLAN BOOK: 455 PAGES. 73,74 & 77 100 AREA = 687,217 s.f± DAT;: AUGUST 1, 1988 15.78 acres PLAN BOOK: 58EI PAGE: 40 DATE. JULY Z 2003 PLAN BOOK: 589 PAGE. 77 tp DATE. DECEMBER 23, 2003 L.C.P. 30063E �` W Q DATE. OCTOBER 21, 1974 el 5.00 O tp co 0 ASSESSORS MAP 311 PARCEL 7 N/F u HOTWATER REALTY TRUST ROBERT H. GOODWN TRUSTEE :z SCALE 1 80' DRAWING FILE r_- PL/71 C14825revb.dwg V) SCALE. 1"= 80' DATE 8-17-04 C� Cr- M 80 40 0 80 240 DRAWN BY ------- MAP CHECKED BY I HEREBY CERTIFY THAT THE FOU HEREON IS LOCATED AS IT E43 CD S 11*32'47* E ARK , I inch 80 it~ ry 1.93' A DATE PLS co u R-'7 OF SHEETS �, PROJECT NO. C14825.00 y�o ��uC�C/sy �fly�� f�.Ts VEITAS"WEITAS engineers Page I of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 21. Project: BJ's Hyannis Contractor: Themeli Builders, Inc. 420 Hadaway Road 44 Boynton Road Barnstable, MA Holliston, MA 01746 Client: BJ's Wholesale Club Date: 12/30/04 1 Mercer Road Natick, MA 01760 Temperature/ Weather: Fair, 35 F Present At Site: Scott Binding, Themeli Builders Work in Progress / Observations: 21.1 Item 19.15 is closed -- Received letter from Vulcraft stating this condition is accepted. Items 20.3 and 20.4 are completed and accepted. Items 20.5 and 20.10 are completed as verified by contactor. Items 20.2, 20.6, 20.7, 20.8 and 20.9 remain to be corrected or completed. Item 20.11 -- The horizontal joist bridging still appears to be incomplete at several locations. The joist erection drawings are still not available for review. Item 20.12 -- Tension cable installed at line 9, B.5-C; brace not needed at line 1, E-D.5 as per CECO Action Required %`items to Verify 20.2 Missing clip angles with expansion bolts at CMU roof level, line G.1, 3.5-6, 8-9; A.3, H.5-5 and A.3, 1-1.5 20:6... 'Missing;bblts at roof girder connection at B-8. 20.7 '. ,Diagonal girder flange braces missing. Building 3, line 2, 3, 4, 5, 6 and 8. Building 2, line 2, 3, 4 and 8. 20.8 Side lap screws at roof decking to be installed from underside of roof line A-B, 1-5. 20.9 Missing bolt at pipe strut, line G.1-4.5. 20.11 Check joist erection drawings for bridging details. ..Blair Budka Jack A. Wood, P.E. -`FIELD REPRESENTATIVE = REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street - Braintree, MA 02184 Phone (78.1) 843-2863 - Far (78.1) 84.9-2065 VEITAMMVEITAS engineers STRUCTURAL TEST AND INSPECTIONS REPORT Project: BJ's Hyannis 420 Hadaway Road Barnstable, MA Client: BJ's Wholesale Club 1 Mercer Road Natick, MA 01760 Present At Site: Scott Themeli, Themeli Builders Work in Progress / Observations: Page I of 1 FIELD REPORT NO: 20 Contractor: Themeli Builders, Inc. 44 Boynton Road Holliston, MA 01746 Date: 12/15/04 Temperature/ Weather: Fair, 30 F 20.1 We made a reinspection of the outstanding items to correct for the structural steel. Items 13.3, 13.4, 13.5, 13.7,:16.3, 16.4, 18.3, 18.4, 18.5, 18.6, 19.3, 19.4, 19.5, 19.6, 19.7, 19.8, 19.9, 19.10, 19.11, 19.12, 19.13, 19.14, 19.16, 19.17 and 19.18 are all corrected or are superseded by the following items. Action Required / Items to Verify 19.15 Must receive letter from Vulcraft stating that joist sweep and/or rotation is acceptable. As stated by Steve Weis from Vulcraft, there is no industry standard in regards to the tolerance of bar joists being out of plumb (Item 18.6). 20.2 Missing clip angles with expansion bolts at CMU roof level, line G.1, 3.5-6, 8-9; A.3, H.5-5 and A.3.,31 1.5 20.3 Many tension rods_appeai to, be loose in Building 2, line 6-9, 2-4. Building 3, check all braces. 20.4 Add C clamp at tension rod at roof, Building 2, line 6.5-F.7 20.5 Loose and missing bolts at pipe strut, line 9-A2.9. 20.6 Missing bolts at roof girder connection at B-8. 20.7 Diagonal girder flange braces missing. Building 3, line 2, 3, 4, 5, 6 and 8. Building 2, line 2, 3, 4 and 8. 20.8 Side lap screws at roof decking to be installed from underside of roof line A-B, 1-5. 20.9 Missing bolt at pipe strut, line G.1-4.5. 20.10 Missing bolts at connection Building 4, F.7-.1. 20.11 Check joist erection drawings for bridging details. 20.12 Apply tension to cables at 9, B-B.5; 1, E-D.5. Jack A. Wood, P.E. ' RF.,VIEWED BY, 'w Veitas + Veitas Engineers, Inc. • 639 Granite Street •Braintree, MA 021 84 Phone (78.1) 843-2863 • Fax (78.1) 849-2065 ` V E I TA S3V E I TA S engineers Innovative Structural Engineering Rimas M. Veitas P.E. ENGINEER FINAL AFFIDAVIT Linas J. Dabrila P.E. Jack A. Wood P.E. Project: BJ's Wholesale Club Retail Building Location: Hyannis, MA Permit: Owner: BJ's Wholesale Club Engineer: Veitas and Veitas Engineers, Inc. In accordance with Section 116.0 of the Massachusetts State Building Code, I, Jack A. Wood, Registration No. 33752, being a registered professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural Structural Foundation Other (specify) Fire Protection Mechanical Electrical for the above named project and that, to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and applicable laws and ordinances for the proposed use and occupancy. I further certify that I have performed the necessary professional services and have been present on the construction site at intervals appropriate to the stage of construction to determine that the work has proceeded in accordance with the documents approved for the Building Permit and was responsible for the following as specified in Section 116.2.2: Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit and approval for conformance to the design concept. Review and approval of the quality control procedures for all code required controlled materials. I certify that the work has been done in conformance with the approved plans, and request a Certificate of Occupancy for the above project. gnature Subscribed and sworn to before me this J 3 day of My Commission Expires , i J 1 Notary Public Notary Public Commonwealth of Massachusetts C�rtassion Expires Jun 20, 2008 Structural Engineering • Building Science • Structural Inspections • Design/Build Veitas and Veitas Engineers, Inc. 639 Granite Street • Braintree, MA 02184 • T: 781-843-2863 • F: 781-849-2065 9 www.veitas.com ��. �., . -a, �: _ r� VEITASIVEITAS engineers Page I of 2 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 19 Project: BJ's Hyannis Contractor: Themeli Builders, Inc. 420 Hadaway Road 44 Boynton Road Barnstable, MA Holliston, MA 01746 Client: BJ's Wholesale Club Date: 11/23/04 1 Mercer Road Natick, MA 01760 Temperature/ Weather: Sunny, 50 F Present At Site: Charlie Heath, BJ's Tom Smegetti, Themeli Builders Work in Progress / Observations: 19.1 Item 11.2 was corrected. Items 13.6, 13.7, 15.2 and 17.2 done. 19.2 Checked hangers for soffits. Okay. Add second nut or mar the ends of the threads with pliers. Items 11.2, 13.2, 13.6, 15.2, 17.2 and 18.2 have been corrected as stated by the contractor. Items 13.4, 13.5, 13.7, 16.3, 16.4, 18.4 and 18.5 remain to be compelted. Action Required / Items to Verify 13.3 Joist sweep .must be fixed at roof lines. _ (this will be difficult with. the roof in.place.) B.9, 3-4; E.1, 3-4; F.4, 1-2; 3-4, F.3; 3-4, F.4; 3-4, F.5; F.6, 4-5; E.1, 4-5; B.9, 4-5; B.1, 5-6; B.2, 5-6; B.3, 5-6; B.4, 5-6; B.6, 5-6; C.3, 5-6; CA, 5-6; C.5, 5-6; C.9-5-6; D.1, 5-6; D.2, 5-6; D.6, 5-6; E.2, 5- 6; E.5, 5-6; E.8, 5-6; E.8, 6-7; E.3, 6-7; D.9, 6-7; C.6, 6-7; C.5, 6-7; B.4, 6-7; B.1, 6-7; B.2, 8-9; D.5,,8-9; B.3,_7-8; E.1, 8-9; E.8, 8-9; EA, 8-9; E.3, 8-9; D.2, 8-9; CA, 8-9; C.2, 8-9; B.4, 1-2; , _. A 5, 1-2, B 7; 1 2, B 8 1-2 ; 13 41 iMissing SKY light frames and RTU unit frames. 13.5 Diagonal bracing or x-bridging needed at roof level along lines A and F. CECO to verify. 13.7 Many tension braces at roof and wall elevations need to be installed. 16.3 The bolts for the C Channel beam just below the roof deck along A.3 and G are missing or loose. Also, many of the bolts for the wind beam along A.3 and G are missing or loose. 16.4 The expansion bolts tying the wind beam to the CMU wall at the roof which are being preset are not long enough. These must be replaced with longer bolts. 18.3 The horizontal beams between the roof bar joist along 9 line (PC5, PC6) need to be installed. 18.4 The diaaoria.l bracing for the beams in Buildings 2 and 3 need to be installed and fastened. 18.5 We will review the bar joist erection drawings to determine the bridging requirements once the drawings become available. 18.6 Will confer with Steve Weis from Vulcraft in regards to the tolerance of the bar joist sweep and/or rotation 19.3 Pipe strut bolts to be installed and torqued. Line A2.9-2, 2.5, 3.5, 7. Line G. 1, 4.5, 4, 1.5, 1 19.4 Tension rods to be installed or loose at Elev. A2.9; 2-2.5; A2.9, 8.5-9. Elev. 9-9, B-13.5 (pipes in the way. Elev. 1-1, E-D.5 :Blair Budka:= * •t ,? ="'4 -` a Jack A. Wood, P.E. FIELD REPRESENTATIVE ' REVIEWED BY V. Veitas + TVeitas Engineers, Inc. : 639*Granite Street .-.Brairitree,MA 02I$4 Phone (781) 843-2863 • Fax (781) 849-2065 VEITASAVEITASengineers Page 2 of 2 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 19 Project: BJ's Hyannis Contractor: Themeli Builders, Inc. 420 Hadaway Road 44 Boynton Road Barnstable, MA Holliston, MA 01746 Client: BJ's Wholesale Club Date: 11/23/04 1 Mercer .Road Natick, MA 01760 Temperature/ Weather: Sunny, 50 F 19.5 Tension cables at roof to be installed. 7-8, B-C.5, F-E.4, 8-9 19.6 Tension rods to be installed at roof at Building 2, Building 3. 19.7 Bottom flange bracing to be installed at beams in Building 2 and 3. 19.8 Field welu new beam cor.:nection at 1-G.1 (low beam). 19.9 Field weld beam connection at roof at B-9. 19.10 The additional framing at the duct work and RTU units is not installed. 19.11 The bolts for the C channel connections below the roof deck along G.1, A2.9 need to be installed. 19.12 Must review joist erection drawings to determine what is required for the horizontal and x- bridging. These drawings are not available. 19.13 Expansion bolts (right length) remain to be installed at wind beam at perimeter line G and A.3.. 19.14 Side lap screws to be installed from underside at building line 1-5, A-B. 19.15 Must receive letter from Vulcraft stating that joist sweep and/or rotation is acceptable. As stated by Steve Weis from Vulcraft, there is no industry standard in regards to the tolerance of bar joists being out of plumb (Item 18.6). 19.16 D-8 column is 2 inches too low and will be raised as per instructions from CECO. 19.17 Many bolts in Building 4 remain to be installed. 19.18 Masonry wall installation in progress along 9 line -- accepted. Blair Budka FIELD REPRESENTATIVE Jack A. Wood, P.E. REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street • Braintree, MA 02184 Phone (781) 843-2863 • Fax (78.1) 849-2065 J: _ v VEITASio.VEITAS engineers Page I of 2 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 1.8 Project: BJ's Hyannis Contractor: Themeli Builders, Inc. 420 Hadaway Road 44 Boynton Road Barnstable, MA Holliston, MA 01746 Client: BJ's Wholesale Club Date: 11/16/04 1 Mercer Road Natick, MA 01760 Temperature/ Weather: Sunny, 40 F Present At Site: Tom Smegetti, Themeli Buildiers Dave McDaniel, CECO Work in Progress / Observations: 18.1 We met onsitewith Dave McDaniel from CECO Building Systems to discuss the outstanding structural steel items to complete or correct. (See items to correct.) 18.7 The building of the CMU wall continues along 9 line. (See items to fix.) Action Required / Items to Verify 11.2 We advised the contractor of the required vertical lap splice of 42" for the #7 bars in the CMU wall locations noted above. °,This=work was being corrected as we departed the project. ,,Grout placement was rescheduled by the contractor for the following day. 13.2 B deck welded 10-20% both sides. 13.3 Joist sweep must be fixed at roof lines. (this will be difficult with the roof in place.) B.9, 3-4; 3-4;-F_4 ;1•a2;3-4,,R3; 3-4, FA; 3-4, F.5; F.6, 4-5; E.1, 4-5; B.9, 4-5;, B.1, 5-6; B.2, 5-6; B.3, 5-6;-BA;-5-6;-B.6; 5-6; C.3,-5-6; CA, 5-6; C.5, 5-6; C.9-5-6; D.1, 5-6;..D.2,.5-6; D.6, 5-6;_E.2, 5- 6;.E.5, 5-6; E.8, 5-6; E.8, 6-7; E.3, 6-7; D.9, 6-7; C.6, 6-7; C.5, 6-7;'B.4, 6-7; B:1; 6-7; B.2, 8-9; D.5, 8-9; B.3, 7-8; E.1, 8-9; E.$, 8-9; EA, 8-9; E.3, 8-9; D.2, 8-9; CA, 8-9; C.2, 8-9; BA, 1-2; A.5, 1-2; B.7, 1-2; B.8, 1-2 13.4 Missing SKY light frames and RTU unit frames. 13.5 Diagonal bracing or x-bridging needed at roof level along lines A and F. CECO to verify. 13.6 The joists should be bolted and welded at struts. This is not being done (where there are braces at roof level), only at strut. 13.7 Many tension braces at roof and wall elevations need to be installed. 15.2 Many of the bolts at the bean, and joist bearing connections remain to be installed. 16.3 The bolts for the C Channel beam just below the roof deck along A.3 and G are missing or loose. Also, many of the bolts for the wind beam along A.3 and G are missing or loose. 16.4 The expansion bolts tying the wind beam to the CMU wall at the 'roof which are being preset are not long enough. These must be replaced with longer bolts. 17.2 At the corner of A.3-9, there are three vertical bars missing with the cells being plugged. The contractor stated these plugs will be removed and the missing bars and the grout will be installed. UTS personnel to verify. Blair Budka Jack A. Wood, P.E. FIELD -REPRESENTATIVE ° _ 0., REVIEWED BY :.,M vciflls-+ Vc*ds Engineers; Inc. 639 Granite Street Braintree; MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 E 1: TA engineers Page 2 of 2 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 1.8 Project: BJ's Hyannis Contractor: Themeli Builders, Inc. 420 Hadaway Road 44 Boynton Road Barnstable, MA Holliston, MA 01746 Client: BJ's Wholesale Club Date: 11/16/04 1 Mercer Road Natick, MA 01760 Temperature/ Weather: Sunny, 40 F 18.2 There are four missing vertical bars in CMU wall at line C.8-9. Drill through bond beam and install missing verrtical bar (first lift). 18.3 The horizontal beams between the roof bar joist along 9 line (PC5, PC6) need to be installed. 18.4 The diagonal bracing for the beams in Buildings 2 and 3 need to be installed and fastened. 18.5 We will review the bar joist erection drawings to determine the bridging requirements once the drawings become available. 18.6 Will confer with Steve Weis from Vulcraft in regards to the tolerance of the bar joist sweep and/or rotation Blair Budka FIELD REPRESENTATIVE Jack A. Wood, P.E. REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street • Braintree, MA 02184 Phone (781) 843-2863 • Fax (78.1) 84.9-2065 VEITAS30VEITAS engineers Page 1 of 1 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 1.7 Project: BJ's Hyannis Contractor: Themeli Builders, Inc. 420 Hadaway Road 44 Boynton Road Barnstable, MA Holliston, MA 01746 Client: BJ's Wholesale Club Date: 11/04/04 1 Mercer Road Natick, MA 01760 Temperature/ Weather: Sunny, 50 F Present At Site: Tom Smegetti, Themeli Builders Work in Progress / Observations: 17.1 The reinforcing bars for the CMU wall at line 9, A.3-C (1st 12'lift) were inspected. With one exception, we found this work to be acceptable. Action Required / Items to Verify 11.2 We advised the contractor of the required vertical lap splice of 42" for the #7 bars in the CMU wall locations noted above. This work was being corrected as we departed the project. Grout placement was rescheduled by the contractor for the following day. 13.2 B deck welded 10-20% both sides. 13.3 Joist sweep must be fixed at roof lines ` (this wall be difficult vinthlt e roof in place:) B:9, 3-4, ' E.1, 3-4; F.4, 1-2; 3-4, F.3; 3-4, F.4; 3-4, F.5; F.6, 4-5; E.1, 4-5; B.9, 4-5; B.1, 5-6; B.2, 5-6; B.3, 5-6; BA, 5-6; B.6, 5-6; C.3, 5-6; CA, 5-6; C.5, 5-6; C.9-5-6; D.1, 5-6; D.2, 5-6; D.6, 5-6; E.2, 5- 6; E.5, 5-6; E.8, 5-6; E.8, 6-7; E.3, 6-7; D.9, 6-7; C.6, 6-7; C.5, 6-7; BA, 6-7; B.1, 6-7; B.2, 8-9; - D.5,r8-9; _B:3;;,7=8; E;1, 8-9; E.8, 8-9; E.4, 8-9; E.3, 8-9; D.2, 8-9; C.4;-8-9; C.2; 8-9;,B.4, 1-2; A.5, 1-2; B.7.,-1-2; B,8,-1-2 13.4 Missing SKY light frames and RTU unit frames. 13.5 Diagonal bracing or x-bridging needed at roof level along lines A and F. CECO to verify. 13.6 The joists should be bolted and welded at struts. This is not being done (where there are braces at roof level), only at strut. 13.7 Many tension braces at roof and wall elevations need to be installed. 15.2 Many of the bolts at the beam and joist bearing connections remain to be installed. 16.3 The bolts for the C Channel beam just below the roof deck along A.3 and G are missing or loose. Also, many of the bolts for the wind beam along A.3 and G are missing or loose. 16.4 The expansion bolts tying the wind beam to the CMU wall at the roof which are being preset are not long enough. These must be replaced with longer bolts. 17.2 At the corner of A.3-9, there are three vertical bars missing with the cells being plugged. The contractor stated these plugs will be removed and the missing bars and the grout will be installed. UTS personnel to verify. Blair Budka Jack A. Wood, P.E. FIELD RE.PRESE'NTAT-I.VE , ' - ;-REVIEWED. BY. Velt�s +'Veitas Engineers, lnc."� 639 Gr'anite Street -"Braintree,'MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 VEITASiVEITAS engineers Pane 1 of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 1.6 Project: BJ's Hyannis Contractor: Themeli Builders, Inc. 420 Hadaway Road 44 Boynton Road Barnstable, MA Holliston, MA 01746 Client: BJ's Wholesale Club Date: 10/27/04 1 Mercer Road Natick, MA 01760 Temperature/ Weather: Sunny, 50 F Present At Site: Tom Smegetti, Themeli Builders Work in Progress / Observations: 16.1 The reinforcing bars for the CMU wall at line G, 3-6.5; G, 7.5-8 (third lift); A.3, 3-6.5 (second lift) were inspected and approved. 16.2 The roof metal decking at line 1-9, F-G was inspected and approved. Action Required / Items to Verify 11.2 We advised the contractor of the required vertical lap splice of 42" for the #7 bars in the CMU wall locations noted above. This work was being corrected as we departed the project. Grout placement was rescheduled by the contractor for the following day. 13.2 B deck welded 10-20% both sides. 13.3 Joist sweep must be fixed at roof lines. (this will be difficult with the roof in place.) B.9, 3-4; E.1 3-4 F.4; :1-2;3.-4,=F:3; 3-4, F.4; 3-4, F.5; F.6, 4-5; E.1, 4-5; B.9, 4-5; B.1, 5,6; B.2, 5-6; B.3, 5-6- B:4, 5-6 B.6;'S=6,-C:3; 5-6; CA, 5-6; C.5, 5-6; C.9-5-6; D.1, 5-.6; D.,2,_5-6;,D.6,5-6; E.2, 5- 6; E.5, 5-6; E.8, 5-6; E.8, 6-7; E.3, 6-7; D.9, 6-7; C.6, 6-7; C.5, 6-7; B.4, 6-7; B.l, 6-7; B.2, 8-9; D.5, 8-9; B.3, 7-8; E.1, 8-9; E.8, 8-9; EA, 8-9; E.3, 8-9; D.2, 8-9; CA, 8-9; C.2, 8-9; BA, 1-2; A.5, 1-2; B.7, 1-2; B.8, 1-2 13.4 Missing SKY light frames and RTU unit frames. 13.5 Diagonal bracing or x-bridging needed at roof level along lines A and F. CECO to verify. 13.6 The joists should be bolted and welded at struts. This is not being done (where there are braces at roof level), only at strut. 13.7 Many tension braces at roof and wall elevations need to be installed. 15.2 Many of the bolts at the beam and joist bearing connections remain to be installed. 16.3 The bolts for the C Channel beam just below the roof deck along A.3 and G are missing or loose. Also, many of the bolts for the wind beam along A.3 and G are missing or loose. 16.4 The expansion bolts tying the wind beam to the CMU wall at the roof which are being preset are not long enough. These must be replaced with longer bolts. ii ! Veitas + Veitas`Engineers, Inc. 639 Granite Street Braintree, MA 02184 I Phone (781) 843-2863 - Fax (781) 84.9-2065 E1'TO. V E ETAS engineers Page 1 of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 15 Project: BJ's Hyannis Contractor: Themeli Builders, Inc. 420 Hadaway Road 44 Boynton Road Barnstable, MA Holliston, MA 01746 Client: BJ's Wholesale Club Date: 10/20/04 1 Mercer Road Natick, MA 01760 Temperature/ Weather: Sunny, 50 F Present At Site: Tom Smegetti, Themeli Builders Work in Progress / Observations: 15.1 The reinforcing bars for the CMU walls at line A, 1-6 (first lift); G, 1-9 (second and thud lifts) were inspected and accepted. The grouting operation was completed on the previous day; was observed on this day. The correct size and spacing and correct vertical splice lengths sticking out of the top of this grout lift before more blocks were laid in the locations noted. Action Required / Items to Verify 11.2 We advised the contractor of the required vertical lap splice of 42" for the #7 bars in the CMU wall locations noted above. This work was being corrected as we departed the project. Grout placement was rescheduled by the: contractor for,the'following ,day:.'. 13.2 B deck welded 10-20% both sides. 13.3 Joist sweep must be fixed at roof lines. (this will be difficult with the roof in place.) B.9, 3-4; E.1, 3-4; F.4, 1-2; 34, F.3; 3-4, F.4; 3-4, F.5; F.6, 4-5; E.1, 4-5; B.9, 4-5; B.1, 5-6; B.2, 5-6; B.3, -5-6; B.4,-:5-6; B;6, 576; C.3, 5-6; CA, 5-6; C.5, 5-6; C.9-5-6; D.1, 5-6; D.2, 5-6; D,6, 5-6; E.2, 5- 6; E.5, 5-6 E.8, 5-6; E.8, 6-7; E.3, 6-7; D.9, 6-7; C.6, 6-7; C.5, 6-7; B.4, 6-7; B.1-; 6-7;-B.2, 8-9;-.- D.5, 8-9; B.3, 7-8; E.1, 8-9; E.8, 8-9; EA, 8-9; E.3, 8-9; D.2, 8-9; C.4, 8-9; C.25 8-9; BA, 1-2; A.5, 1-2; B.7, 1-2; B.8, 1-2 13.4 Missing SKY light frames and RTU unit frames. 13.5 Diagonal bracing or x-bridging needed at roof level along lines A and F. CECO to verify. 13.6 The joists should be bolted and welded at struts. This is not being done (where there are braces at roof level), only at strut. 13.7 Many tension braces at roof and wall elevations need to be installed. 15.2 Many of the bolts at the beam and joist bearing connections remain to be installed. Blair Budka• Jack A. Wood, P.E. FIELD REPRESENTATIVE V REVIEWED BY -,Veitas +..Veitas Engineers; Inc 639 Granite Street • Braintree, MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 VEITASWEITAS engineers Page 1 of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 14 Proiect: BJ's Hyannis r420.Hadaway Road Barnstable, MA Client: BJ's Wholesale Club 1 Mercer Road Natick, MA 01760 Present At Site: Tom Smegetti, Themeli Builders Work in Progress / Observations: Contractor: Themeli Builders, Inc. 44 Boynton Road Holliston, MA 01746 Date: 10/15/04 Temperature/ Weather: Sunny, 60 F 14.1 The reinforcing bars for the CMU wall at line 1, C-E were inspected and approved. A delay was encountered in le installation of the bars and the delivery of the grout to the job. 14.2 We reminded the contractor that observation holes are required at the bottom of the grout lift at each grouted cell. Action Required r Items to Verify 11.2 We advised the contractor of the required vertical lap splice of 42" for the #7 bars in the CMU wall locations noted above. This work was being corrected as we departed the project. Grout placement was rescheduled by the contractor for the following day. 13.2 B deck welded 10-20% both sides. 13.3 Joist sweep must be fixed at roof lines. (this will be difficult with the roof in place.) B.9, 3-4; E.1, 3-4; FA, 1-2; 3-4, F.3; 3-4, FA; 3-4, F.5; F.6, 4-5; E.1, 4-5; B.9, 4-5; B.1, 5-6; B.2, 5-6; B.3, 5-6; BA, 5-6; B.6, 5-6; C.3, 5-6; CA, 5-6; C.5, 5-6; C.9-5-6; D.1, 5-6; D.2, 5-6; D.6, 5-6; E.2, 5- 6; E.5, 5-6; E.8, 5-6; E.8, 6-7; E.3, 6-7; D.9, 6-7; C.6, 6-7; C.5, 6-7; BA, 6-7; B.1, 6-7; B.2, 8-9; D.5, 8-9; B.3, 7-8; E.1, 8-9; E.8, 8-9; EA, 8-9; E.3, 8-9; D.2, 8-9; CA, 8-9; C.2, 8-9; BA, 1-2; A.5, 1-2; B.7, 1-2; B.8, 1-2 13.4 Missing SKY light frames and RTU unit frames. 13.5 Diagonal bracing or x-bridging needed at roof level along lines A and F. CECO to verify. 13.6 The joists should be bolted and welded at struts. This is not being done (where there are braces at roof level), only at strut. 13.7 Many tension braces at roof and wall elevations need to be installed. Blair Budka FIELD REPRESENTATIVE Jack A. Wood, P.E. REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street • Braintree, MA 02184 Phone (78.1) 843-2863 • Fax (781) 849-2065 V E I TA S1 V El TA S engineers STRUCTURAL TEST AND INSPECTIONS REPORT Project: BJ's Hyannis 420 Hadaway Road Barnstable, MA Client: BJ's Wholesale Club 1 Mercer Road Natick, MA 01760 Present At Site: Tom Smegetti, Themeli Builders Page I of I FIELD REPORT NO: 1.3 Contractor: Themeli Builders, Inc. 44 Boynton Road Holliston, MA 01746 Date: 10/13/04 Temperature/ Weather: Sunny, 60 F Work in Progress / Observations: 13.1 The building of the CMU wall along 9 line is in progress. This work appears satisfactory. 13.8 Checked column anchor bolts - okay Action Required / Items to Verify 11.2 We advised the contractor of the required vertical lap splice of 42" for the #7 bars in the CMU wall locations noted above. This work was being corrected as we departed the project. Grout placement was rescheduled by the contractor for the following day. 13.2 B deck welded 10-20% both sides. 13.3 Joist sweep must be fixed at roof lines. (this will be difficult with the roof in place.) B.9, 3-4; E.1, 3-4; FA, 1-2; 3-4, F.3; 3-4, FA; 3-4, F.5; 17.6, 4-5; E.1, 4-5; B.9, 4-5; B.1, 5-6; B.2, 5-6; B.3, YB:4; 5=`6; B.6, 5=6; .C�.3, 5-6; CA, 5-6; C.5, 5-6; C.9-5-6; D.1, 5-6; D.2, 5-6;.D.6, 5-6; E.2, 5- -._ 6;1 .315=6; E.8,'5-6; E.8, 6=7; E.3, 6-7; D.9, 6-7; C.6, 6-7; C.5, 6-7;,B.4, 6 7;_B.1,.6-7; B.2, 8-9; D.518-9; B.3, 7-8; E.1, 8-9; E.8, 8-9; E.4, 8-9; E.3, 8-9; D.2, 8-9; C.4, 8-9; C.2;°8-9; B.4, 1-2; A.5, 1-2; B.7, 1-2; B.8, 1-2 13.4 Missing SKY light frames and RTU unit frames. 13.5 Diagonal bracing or x-bridging needed at roof level along lines A and F. CECO to verify. 13.6 The joists should be bolted and welded at struts. This is not being done (where there are braces at roof level), only at strut. .13.7 Many tension braces at roof and wall elevations need to be installed. Veitas + Veitas Engineers, Inc. • 639 Granite Street •Braintree, MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 VEITAS"OWEITAS engineers Page I of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 12 Project: BJ's Hyannis Contractor: Themeli Builders, Inc. 420 Hadaway Road 44 Boynton Road Barnstable, MA Holliston, MA 01746 Client: BJ's Wholesale Club Date: 10/07/04 1 Mercer Road Natick, MA 01760 Temperature/ Weather: Sunny, 70 F Present At Site: Tom Smegetti, Themeli Builders Work in Progress / Observations: 12.1 We arrived on site for the inspection of the reinforcing bars for the CMU wall along 1 line. However, the contractor was not ready for inspection as yet. We reviewed with the contractor and the inspector from UTS the reinforcing spacing and splice length requirements. At this time, we had to exit the project. Action Required / Items to Verify 11.2 We advised the contractor of the required vertical lap splice of 42" for the #7 bars in the CMU wall locations noted above. This work was being corrected as we departed the project. Grout placement was rescheduled by the contractor for the following day. Blair Budka FIELD REPRESENTATIVE Jack A. Wood, P.E. REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street • Braintree, MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 - VE I'M S VEI i engineers STRUCTURAL TEST AND INSPECTIONS REPORT Project: BXs Hyannis 420 Hadaway Road Barnstable, MA Client: BXs Wholesale Club 1 Mercer Road Natick, MA 01760 Present At Site: Tom Smegetti, Themeli Builders Page I of 1 FIELD REPORT NO: 1.1 Contractor: Themeli Builders, Inc. 44 Boynton Road Holliston, MA 01746 Date: 10/06/04 Temperature/ Weather: Sunny, 70 F Work in Progress / Observations: 11.1 The reinforcing bars for CNW wall at line G, 6-9; 9, E-G (first 12' lift); G, 4-5 (first 12' lift);1, C-E (second 12 'lift) were inspected. (See items to correct.) Action Required / Items to Verify 11.2 We advised the contractor of the required vertical lap splice of 42" for the #7 bars in the CMU wall locations noted above. This work was being corrected as we departed the project. Grout placement was rescheduled by the contractor for the following day. Blair Budka FIELD REPRESENTATIVE W Jack A. Wood, P.E. REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street • Braintree, MA 02184 Phone (781) 843-2863 • Fax (781) 84.9-2065 VEITASNEITAS engineers STRUCTURAL TEST AND INSPECTIONS REPORT Project: BJ's Hyannis 420 Hadaway Road Barnstable, MA Client: BJ's Wholesale Club 1 Mercer Road Natick, MA 01760 Present At Site: Tom Smegetti, Themeli Builders Page 1 of I FIELD REPORT NO: 1.0 Contractor: Themeli Builders, Inc. 44 Boynton Road Holliston, MA 01746 Date: 10/01/04 Temperature/ Weather: Sunny, 70 F Work in Progress / Observations: 10.1 The building of the CM- wail has begun aiong lines 1 and H. The block is being laid in a monolithic pattern with horizontal wire reinforcing every 16" O.C. 10.2 The erection of the structural steel is nearly complete. The contractor is replacing the connection bolts which are too short for the girders. Several bar joists exhibit excessive sweep which is being corrected by the contractor. Action. Required / Items to Verify Blair Budka FIELD REPRESENTATI.VE Jack A. Wood, P.E. REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street - Braintree, MA 02184 Phone (781) 843-2863 • Fax (78.1) 84.9-2065 VE I TS engineers Page I of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 9 Project: BJ's Hyannis Contractor: Themeli Builders, Inc. 420 Hadaway Road 44 Boynton Road Barnstable, MA Holliston, MA 01746 Client: BJ's Wholesale Club Date: 08/27/04 1 Mercer Road Temperature/ Weather: Sunny, 85 F Natick, MA 01760 Present At Site: Tom Smegetti, Themeli Builders Work in Progress / Observations: 9.1 The steel reinforcing bars for the footings at 1-F, 1-E.4; 2-13, C, D; 2-E, F; 3-B, C, D, E, F; 4-B; C, D, E, F were inspected and approved in accordance with the corresponding contract drawings. Item 8.3 was completed as stated by contractor. Action Required / Items to Verify Blair Budka FIELD REPRESENTATIVE Jack A. Wood, P.E. REVIEWED BY Veitas + Veitas Engineers, Inc. - 639 Granite Street - Braintree, MA 02184 Phone (781) 843-2863 • Fax (78.1) 849-2065 VE ITASIVE engineers STRUCTURAL TEST AND INSPECTIONS REPORT Project: BJ's Hyannis 420 Hadaway Road Barnstable, MA Client: BJ's Wholesale Club 1 Mercer Road Natick, MA 01760 Present At Site: Tom Smegetti, Themeli Builders Page I of 1 FIELD REPORT NO: 8 Contractor: Themeli Builders, Inc. 44 Boynton Road Holliston, MA 01746 Date: 08/24/04 Temperature/ Weather: Sunny, 80 F Work in Progress / Observations: 8.1 The footing steel at line G-,5, H-.05, H-.8, 1.3-H, 1.8-H, 2.3-H, 2.8-H and 3.2-H was inspected and accepted. 8.2 Also, the steel for the retaining wall at line 9-C was inspected. Action Required / Items to Verify 8.3 Drill and epoxy dowels into wall at line 9 at the retaining wall at line 9-C Blair Budka FIELD REPRESENTATIVE Jack A. Wood, P.E. REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street • Braintree, MA 02184 Phone (781) 843-2863 • Fax (78.1) 84.9-2065 VEITAS'EVEITAS engineers Page 1 of 1 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 7 Project: BJ's Hvannis Contractor: Themeli Builders, Inc. 420 Hadaway Road 44 Boynton Road Barnstable, MA Holliston, MA 01746 Client: BJ's Wholesale Club Date: 08/17/04 1 Mercer Road Temperature/ Weather: Sunny, 75 F Natick, MA 01760 Present At Site: Tom Smegetti, Themeli Builders Work in Progress / Observations: 7.1 The steel bars for the retaining wall footing off of line B.5 were inspected and approved in accordance with the contract drawings. Item 4.2 has been resolved with ceco. Action Required / Items to Verify Blair Budka FIELD REPRESE\TTATIVE Jack A. Wood, P.E. REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street • Braintree, MA 02184 Phone (781) 843-2863 • Fax (78.1) 849-2065 t SIV V E : TA engineers Page I of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 6 Project: BJ's Hyannis Contractor: Themeli Builders, Inc. 420 Hadaway Road 44 Boynton Road Barnstable, MA Holliston, MA 01746 Client: BJ's Wholesale Club 1 Mercer Road Natick, MA 01760 Present At Site: Tom Smegetti, Themeli Builders Work in Progress / Observations: Date: 08/13/04 Temperature/ Weather: Fair, 75 F 6.1 The steel reinforcing for the footings at line 0.6, A-A.3-A.8-B.3-B.8-C.3; A, 3.8-3.4-2.9-2.2-1.6-1 and the retaining wall footing at D.5 was inspected. After making some minor corrections, we found this steel to be in general conformance with the contract documents. Action Required / Items to Verify 4.2 The ceco drawings appear to have conflicting dimensions for the location of the anchor bolts outside the building at line 0.1 p jl Blair Budka FIELD REPRESENTATIVE Jack A. Wood, P.E. REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street • Braintree, MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 V E 1 TA Si V I TA S engineers STRUCTURAL TEST.AND INSPECTIONS REPORT Project: BJ's Hyannis 420 Hadaway Road Barnstable, MA Page 1 of 1 FIELD REPORT NO: 5 Contractor: Themeli Builders, Inc. 44 Boynton Road Holliston, MA 01746 Client: BJ's Wholesale Club Date: 08/10/04 1 Mercer Road Natick, MA 01760 Temperature/ Weather: Sunny, 85 F Present At Site: Superintendent, Themeli Builders Work in Progress / Observations: 5.1 The steel bars for the foundation wall at line 1, D-H; H, 1-5.5 were inspected and approved. Action Required / Items to Verify 4.2 The ceco drawings appear to have conflicting dimensions for the location of the anchor bolts outside the building at line 0.1 Blair Budka FIELD REPRESENTATIVE Jack A. Wood, P.E. REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street - Braintree, MA 02184 Phone (78.1) 843-2863 • Fax (781) 849-2065 VEITAS'WEITAS engineers ST URAL TES I SPECTIONS REPORT Ir P ject: BJ's Hyannis 420 Hadaway Road rnstable. MA Client: BJ's Wholesale Club 1 Mercer Road Natick, MA 01760 Present At Site: Scott Binding, Themeli Builders Page I of I FIELD REPORT NO: 4 Contractor: Themeli Builders, Inc. 44 Boynton Road Holliston, MA 01746 Date: 08/03/04 Temperature/ Weather: Sunny, 85 F Work in Progress / Observations: 4.1 The foundation wall steel at line G, 5.5-.8; .8, EA-G was inspected. Also, the new footings and piers at line 3.8-A ;5.8-A; 6.5-9 and 3.2-G were inspected. All this work was found to be in accordance with the contract drawings and field sketches provided by Veitas & Veitas. Action Required / Items to Verify 4.2 The ceco drawings appear to have conflicing dimensions for the location of the anchor bolts outside the building at line 0.1 Blair Budka FIELD REPRESENTATIVE _ ....} C, < C) "&) Zi N N f ry rn Jack A. Wood, P.E. REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street • Braintree, MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 VEITAS'O.VEITAS engineers Page 1 of 1 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 3 Project: BJ's Hyannis Contractor: Themeli Builders, Inc. 420 Hadaway Road 44 Boynton Road Barnstable, MA Holliston, MA 01746 Client: BJ's Wholesale Club Date: 07/22/04 1 Mercer Road Natick, MA 01760 Temperature/ Weather: Sunny Present At Site: Mike Themeli - Themeli Construction Work in Progress / Observations: 3.1 The steel bars for the foundation wall at line A.3, 1-8; 1, A.3-17 were inspected and approved in accordance with the corresponding drawings. Action Required / Items to Verify Blair Budka Jack A. wood, P.E. FIELD REPRESENTATI.VE REVIEWED BY Veitas + I%eitas Engineers, Inc. • 639 Granite Street • Braintree, MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 VEITASIVEITAS englineers STRUCTURAL TEST AND INSPECTIONS REPORT Project: BJ's Hyannis 420 Hadaway Road Barnstable, MA Client: BJ's Wholesale Club 1 Mercer Road Natick, MA 01760 Present At Site: Foreman, Diaz Concrete Company Page 1 of I FIELD REPORT NO: 2 Contractor: Themeli Builders, Inc. 44 Boynton Road Holliston, MA 01746 Date: 07/19/04 Temperature/ Weather: Sunny, 75 F Work in Progress / Observations: 2.1 The steel reinforcing bars for the footing at line 1, A.3-G and the footing outside the building off of line 1, E-G were inspected. This work was found to be in general conformance with the contract documents. Additional steel was installed at the column footings located at the PA and P1 piers between E and G as requested. Action Required / Items to Verify Blair Budka FIELD REPRESENTATIVE Jack A. wood, P.E. REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street • Braintree, MA 02184 Phone (781) 843-2863 - Fax (781) 849-2065 V E I TA S'. V EIII" engineers STRUCTURAL TEST AND INSPECTIONS REPORT Page 1 of I F.I.ELD REPORT NO: 1 Project: BJ's Hyannis Contractor: Themeli Builders, Inc. 420 Hada.way Road ' 44 Boynton Road Barnstable, MA Holliston, MA 01746 Client: BJ's Wholesale Club Date: 07/16/04 1 Mercer, Road Natick, MA 01760 Temperature/ Weather: Sunny, 75 F Present At Site: Mi<e Themeli, Themeli Builders, Inc. Work in Progress / Observations: c 1.1 The steel for th-- footing on A.3, 1-8.5 was inspected and approved in accordance with the contract drawings. Action Required / Items to Verify 4� Blair Budka Jack A. wood, P.E. FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street - Braintree, MA 02184 Phone (781) 843-2863 - Fax (781) 849-2065