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HomeMy WebLinkAbout1080 FALMOUTH ROAD/RTE 28 (2) f. ti u r o GUSTRUCTION,INC. Richard Cohen 11 Westfield Drive I Ph:508-587-1326 Brockton,MA 02301 Fax:508-580-2812 e-mail:dmrcon@attbi.com ell:508-962- ago Town of Barnstable `�� U.S.POSTAGE?>PITNEY BOWES Building Division P '.a h•.. • ,� 200 Main Street Hyannis MA 02601 _ 1 �T: 0ZIP 2 0�601 $ 000.69' 0001383424JUN 19 2014. LARRY MERLO, CEO CVS 1 CVS DRIVE WOONSOCKET, RI 02895 • . NAME OF OFFENDER , - . BA R 7 8 5 I�tilt 4 TOWN OF ADDRESS OF OF Elf BARIVSTABLE CITY,STATE,ZIP CODE-i r' �r 2in, ,,.. `ZINC 1qk� MV/MB REGISTRATION NUMBER CL RAR\S9'ABLE,D! o �, 'MASS. LJ ! / � I I � .639. �! lfD 6M�6LLI e I e �'" ( O P110 kD DATE Of VIOLATION C OF VIOL JON w NOTICE��.F '" (A.M./ . .)ON 20 . r� V I O LAT I U N SIN RE,06•ENFORGNG(ERSO�I r ENA NG pEPT. BADGE N0. RY_ tf i f OF TOWN o I HER Y ACKNOWLEDG RECEIPT OF CITATION X a ORDINANCE lal6ab ee to obtain si nat re t of ender. 1 THE NONCRIMINAL FINE FOR THIS OFFENSE IS S ��.�j� Date mailed w OR YOU HAVE THE FOLLOWIN ALTER TIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER OPTION(1)OR OPTION(2)WILL OPERATE AS A FINAL DISPOSITION WITH NO RES LTING CRIMINAL RECORD. w REGULATION a (1)You may elect to pay the above fine,either by appearing in person between 8:30 A.M.and 4:00 P.M.,Monday through Friday,legal holidays excepted, W before:The Barnstable Clerk,200 Main Street,Hyannis,MA 02601,or by mailing a check,money order or postal note to Barnstable Clerk,P. Box 2430, Hyannis,MA 02601,WITHIN TWENTY-ONE(21)DAYS OF THE DATE OF THIS NOTICE. CL ((2))If you desire to contest this matter in a noncriminal proceeding,yyou mayy do so by making written request to DISTRICT COURT DEPARTMENT,FIRST $ARNSTABLE DIVISION,COURT COMPOUND,MAIN STREET,BARNSTABLE,MA 02630,Attn:21 D Noncriminal Hearings and enclose a copy of this citation for a hearing. (3)If you fail to pay the above offense or to request a hearing within 21 days,or if you fail to appear for the hearing or to pay any fine determined at the hearing to be due,criminal complaint may be issued against you. ❑ I HEREBY ELECT the first option above,confess to the offense charged,and enclose payment in the amount of$ Signature ----—NAME OF OFFENDER' TOWN Or ADDRESS OF OFF ER Cvs BA R 14 BARNSTABLE C = CITY,STATE,ZIP CODE: THE 1 -� MV/MB REGISTRATION NUMBER - HAH»-rAHu:, ENE I b _39-MAI I I I c a` - NOTICE OF ' DATE01 VIOLATION W (A.M./ .M ON J/(ti EN AT N QE VIOL VIOLATION 51 RE FENFORC G ERSOf — Y 2O U z L' IL'1 1.1 ,� / G EP J I Ir OF TOWN ,I `1/ BADGE NO. W HER Y V OWL E RECEIPT OF CITATION X ORDINANCE nable to obtain Si a f of rider. LUJ ORCL Date mailed THE NONCRIMINAL FINE FOR THIS OFFENSE IS _ YOU HAVE THE FOLLOWING ALTER N TIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER OPTION(1)OR OPTION REGULATION DISPOSITION WITH NO.RES LTING CRIMINAL RECORD. w i (1)You may elect to pay the above fine,either b g y i2)WILL OPERATE AS FINAL a before:The Barnstable Clerk;200 Main Street,Hyann s MA 02601,or b mailin a check,MC 4:0eY.0 1 M or postal note to BamstaWe Clerk,P.O,ex E430 W.w' person beytween g8:30 A.M.and 4:00 P..M.,Monde through Friday,legal holida s excepted W Hyannis,MA 02601,WITHIN TWENTY-0NE(21)DAYS OF THE DATE OF THIS NOTICE.(2) you desire to contest this matter in a noncriminal proceed rig,yyou ma do so by making written request to DISTRICT COURT DEPARTMENT FIRST You desire DIVISION,COURT COMPOUND,MAIN STREET B 0- If ! n citation for a hearing. ARNSTABLE,MA 02630,Attn:21D est t mina)Hearings and ericiose a co (3)If you fail to pay the above offense or to request a.hearing within 21 days,or if you fail to of this hearing to be due,criminal complaint may be issued against you. - appear for the hearing or to pay any fine determined at the 7 ❑ I HEREBY ELECT the first option above;confess to the offense. i� L Signature , charged;and enclose payment in the amount of$ T The Commonwealth of Massachusetts a :"Please ask for AttorneyJohn Bologna 617 772-2800 g ) �BarnstUb a SS. Docket #'0625CV251 Keeper of the Records Town of Barnstable Building Inspector 200':Main Street Rya nnis,.MA Greetings, You are hereby commanded, in the name of the Commonwealth of Massachusetts, to appear before the Barnstable District Court, Main Street holden at Barnstable within and for the county of Barnstable on the 15th day of Oetot er, 2007 at 9:00 in the Forenoon, and from day to day thereafter, until the action hereinafter named is heard by said court, to give evidence of what you know relating to an action of Civil then and there to be heard and tried between... Barbara Finnegan, Plaintiff, and Coffman Realty, Inc., et al., Defendant and You are further required to bring with you: Ref Locus: CVS Pharmacy, Route 28 Falmouth Road, Centerville AND Strawberry. Hill Road, Centerville: (Owner-Wequequet Strawberry Hill, LP; since 11/21/2003: '^ „60 With regard to the subject locus records of application, site plan, site plan review and approval to include but not limited to records of certification by Barry Kuretz, Architect; and applications for building permit, approval and occupancy permit, relating to the same property. ***Please contact Attorney.John Bologna upon receipt of this subpoena.at (6l7) 772-2800*** Hereof fail not, as you will answer your default under the pains anc. penalties in the law in that behalf made and provided. Dated at Cambridge . the 11th day of October. A'.D. 2007, No ary Public T . My commission expires March 7,20118 BKA Architects, Inc. 142 Crescent Street Brockton, MA 02302 Architecture + Interiors ec� tel:508.583.5603 fax:508.584.2914 e-mail:bka@bkaarchs.com www.bkaarchs.com AFFIDAVIT ARCHITECTURAL DESIGN AND FINAL INSPECTION To: To Whom It May Concern: Building Inspector Town of Barnstable Barnstable Building Dept. Re: CVS Pharmacy Rt. 28 Falmouth-Rd. & Strawberry Hill Rd. Centerville,MA BKA Ref. No. 202107 I certify that to the best of my knowledge, information and belief, the plans for the captioned building were designed in accordance with the requirements of the Massachusetts State Building Code and all other pertinent laws and ordinances. I further certify that I, or my authorized representative, have inspected the work during construction and that to the best of my knowledge, information and belief the work has been done in conformance .with the permits and plans approved by the Building Department and with the provisions of the Massachusetts State Building Code and all other pertinent laws and ordinances. v\SS0ED A)R? Barry Koretz -No. 3962 R. Architect- MA Reg. No. o No. 3962 \ BR06KTON. BKA Architects,Inc. � � 00 MASS. Company �qIT OF PAP 142 Crescent Street Brockton MA Address June 10, 2004 (508) 583-5603 Date Telephone 1974 n CELEBRATING THIRTY YEARS! N.-/ 2004 >U1AY;'n5.2007/ RI 01 ; 18 PM C-0411M WATER DEPT. Ff.XI Nc. P. 001 1 Centerville-Osterville-Marstons Mills '07ater Department P.O.BOX 369- 113S MAIN M BET OSTERN'TI:.LE,MASSACHUSETTS 026-51 OFFICE Of u' 1NA T E R m 30ARD OF WATER C0114KI.SSIOQERS q9 DEFT/�4 WA?£+R SUPERINTENDENT TEL,No 508429-6691 yro►t5 FAX No.�43-429.3508 F,-'� ' COMMUNICATIONS MESSAG DATE: —cZ5 c ram- ram_ ' FROM: WE ARE. SENDING PAGES IICLUDIN'G THIS M ER LETTER. PLEASE CALL 508-428-66591 TF YOU DC NOT REC'EiVE TBE TOTAL NIJMDER. OF DOCUMENTS ITS I —< Ln > v co m MAY,'`5 2007%FRI 01 . 18 PIS C-0-MM WATER DEPT. Fi,-t No, P. 002 Centerville-Osterville-Marstons Nfills Water Depgrtratent P.O.BOX 369-1138 MIN STREET OSTERVILLE,MASSA,CIRIS1E17S 02655 �}F s �t EbARDFOARD or � CF wATS?R C01vllvt!S.w°,xt1t+1E}?$ WATER WATER SUPEPWO DENT DEPT. 01 TEL.No.508-428-6691 �NVP --- FAX.No.508-428-3508 May 25, 2007 Town of Barnstable Building Dept, 367 Main Street Hymmis,MA 02601 Re;Account#12095 Steven Mele 1072 Route 28 (Falmouth Road) Centerville,MA Gentlemen. On Friday, May 25, 2007 we disconnected the water service at. +.he water main for the. property mentioned above. It is our understanding that the owner plans to demolish the building,re-build and will have a new water service installed at a later date. if you have airy questions,please call our office at 5,08-428-6691. V er�v truly.yours, Herbert Me SoTley Assistant Superintendent CC/jw AFFIDAVIT ARCHITECTURAL DESIGN AND INSPECTION TO: Whom it may concern Town of Barnstable Barnstable Building Department RE: CVS/Pharmacy Rt. 28 Falmouth Rd. & Strawberry Hill Rd. Village of Centerville, MA BKA Ref. No: 202107 In conformance with Section 116.0, Construction Control, of the Massachusetts State Building Code, I certify that to the best of my knowledge, information and belief, the plans and computations for the captioned building were designed in accordance with the requirements of the Massachusetts State Building Code and all other pertinent laws and ordinances. I also certify that I, or my authorized representative, will inspect the work during construction. This will include the inspection and review responsibilities outlined in Section 116.2.2. Upon completion of the construction, a final inspection affidavit indicating that the building is satisfactory, complete and ready for occupancy will be issued. L No. 3962 Archit ct MA Reg. No. v\S�LRLD AR0 142 Crescent Street, Brockton, MA m o! QNo. 3g62 Address oBROCKTON, i="'Ass. (508) 583-5603 �y TH of Telephone V. 1 October 6, 2003 Date CERTIFICATION CONSTRUCTION CONTROL REGISTERED ELECTRICAL PROFESSIONAL ENGINEERING SERVICES In accordance with Section 116.0 of the Massachusetts Building Code,780 CMR,6`h Edition I, Daniel A.Hurley being a registered architect or registered professional engineer certify that I shall perform the necessary professional services for the portion of the engineering work (electrical)for which I or my designated representative are directly,responsible as identified in Section 116.2. 1. Review for conformance to the design concept,shop drawings,samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction control documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with the progress and quality of the work and to determine,in general,if the work is being performed in a manner consistent with the construction documents. Pursuant to Section 116.4,I shall submit periodically,progress reports together with pertinent comments as may be required by the Building Inspector. At completion of the construction and prior to the request of a Certificate of Occupancy, I shall file a final report to the Building Inspector that the work has been performed in accordance with the approved plans and 780 CMR and all requirements of Section 120.0,"Certificate of Occupancy"have been satisfied. Project: CVS Pharmacy, Store#01869 Location:_ Rt. 28 &Strawberry Hill Road,Centerville,Massachusetts Date on Plans and Specifications submitted for approval and issuance of the Building Permit: October 06,2003 ,\5 Of 44 4 0 s9cti 5 s DANIEL A. C-Kgnature HURLEY G) ELECTRICAL cn No,41825 V Electrical-41825 /STEP G��`'� Discipline-Area of Responsibility NAL EN M.G.L.Chapter 112,231 CMR,250 CMR Professional Engineer(Original)Seal Date I CERTIFICATION CONSTRUCTION CONTROL REGISTERED FIRE PROTECTION PROFESSIONAL ENGINEERING SERVICES In accordance with Section 116.0 of the Massachusetts Building Code,780 CMR,6th Edition I, Paul D. Sullivan being a registered architect or registered professional engineer certify that I shall perform the necessary professional services for the portion of the engineering work (fire protection)for which I or my designated representative are directly responsible as identified in Section 116.2. 1. Review for conformance to the design concept,shop drawings,samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction control documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become,generally familiar with the progress and quality of the work and to determine,in general,if the work is being performed in a manner consistent with the construction documents. Pursuant to Section 116.4,I shall submit periodically,progress reports together with pertinent comments as may be required by the State Building Inspector. At completion of the construction and prior to'the request of a Certificate of Occupancy,I shall file a final report to the State Building Inspector that the work has been performed in accordance with the approved plans and 780 CMR and all requirements of Section 120.0,"Certificate of Occupancy"have been satisfied. Project: CVS Pharmacy Store#01869 Location: Rt 28&Strawberry Hill Road Centerville Massachusetts Date on Plans and Specifications submitted for approval and issuance of the Building Permit: October 06,2003 1A OF PAUL D. V6 Signature SULLIVAN t, RK PiOTECTION y ,9 Me.40402 �O90 F s PaoQ Fire Protection—40402 Discipline-Area of Responsibility M.G.L.Chapter 112,231 CMR,250 CMR Professional Engineer(Original)Seal Date FROM :C. A. PRETZER ASSOCIATES, INC. FAX NO. Oct. 07 2003 10:43AM P2i2 CONSTRUCTION CONTROL, AFFIDAVIT PROJECT NUMBER: 204106.2Q PROJECT TITLF: CVS Phnrmacy,.Store Ni tuber U18f9 PROJi?CT LOCATION: Hyannis/Barnstable, MA; Villagc of Centerville Scope of Project: LycW GVS Pharmacy In accordance with section 127.0 of the Massachusetts State Building Code: 1, Ihomm P. Grafe , Mass. Registration Number : Being a registered profession E_ngi-necr/Axohiwd hcxcby CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project. Architectural Structural nMcchanical Fire Protection Electrical Other (specify) 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 applicable laws for the proposed project. I :further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents as specified in Section 12"7.2.2: 1. 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. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in die accepted engineering practice standards listed in Appendix 1. Pursuant.to Section 11 h.1, 1 shall submit periodically,a progress report together with pertinent comments to the Building Inspector.Upon completion of the work, I shall submit a final report:as to the satisfactory completion and readiness of the project for occupancy. Signature o kie Subscribed and sworn before me this _day of 0� , 20o My commission expires on Y13.16 6 Puailie I `\ CERTIFICATION CONSTRUCTION CONTROL REGISTERED PLUMBING AND HVAC PROFESSIONAL ENGINEERING SERVICES In accordance with Section 116.0 of the Massachusetts Building Code, 780 CMR,6th Edition I, Paul D. Sullivan being a registered architect or registered professional engineer certify that I shall perform the necessary professional services for the portion of the engineering work (plumbing and HVAC)for which I or my designated representative are directly responsible as identified in Section 116.2. 1. Review for conformance to the design concept,shop drawings,samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction control documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of constriction to become, generally familiar with the progress and quality of the work and to determine,in general,if the work is being performed in a manner consistent with the construction documents. Pursuant to Section 116.4,I shall submit periodically,progress reports together with pertinent comments as may be required by the State Building Inspector. At completion of the constriction and prior to the request of a Certificate of Occupancy,I shall file a final report to the State Building Inspector that the work has been performed in accordance with the approved plans and 780 CMR and all requirements of Section 120.0,"Certificate of Occupancy"have been satisfied. Project: CVS Pharmacy Store#01869 Location:-Rt. 28&Strawberry Hill Road Centerville Massachusetts Date on Plans and Specifications submitted for approval and issuance of the Building Permit: October 06,2003 �H OF lygs Signature PAUL ®. N o SULLIYAN MECHANICA � Mechanical -42798 ,Q No.42798 Discipline-Area of Responsibility Q IST ��' M.G.L.Chapter 112,231 CMR,250 CMR Professio a ngineer(Original)Seal Date MAR-02-2004 14:30 BKA ASSOCIATES INC Sag 584 2914 P.02/02 •� ARCHITECT'S FIELD REPORT Page l of 1 PROJECT: CVS/pharmacy FIELD REPORT NO. 1 ARCHITECT; BKA Architects, Inc. CONTRACTOR: DMR Construction ARCHITECT'S PROJECT NO.: 202107 DATE: 2-24-04 TIME: 9;00 a.m. NVEATHER: Part. Sunny TEMP— 25' PRESENT AT SITE: Kevin Paton—BKA Richard Cohen DMR Construction Allan Zaff—Coffman Realty Ben Hartley—Coffman Realty Mark Andrews-CVS WORK IN PROGRESS: 2. SITE'WORK: Site work and rough grading in progress. Site drainage and structures in progress - %85 complete. • Foundation has been backfilled. 3. CONCRETE: Perimeter wall& footings complete, Interior footings complete. • Interior soils will be completely thawed prior to pouring slab, test pits will be dug to insure that all the frost has been removed, 5. METALS Steel erection complete and inspected by testing company. • Exterior wall studs in p=ogress -%90 complete. 6. WOOD: Perimeter wall sheathing in progress - %90 complete. Contractor shall inspect for proper fastening of sheathing prior to installation of Tyvek and siding. • Roof trusses on site,trim and soffit work being pre-fabricated on the ground. CD E c�v 1 TOTAL P.02 NRR-03-2004 09:24 BKR RSSOCIRTES INC 508 534 2914 P.04/05 A .13 C. A. PRETZER ASSOCIATES, INC. 50 Frcv.vay Drivc,Cranston,IRT 02920 STRUCTURAL ENGINEERS C.ANDREW PRETZER, I'mD,,P.E. DFSN, CONSULTATION,INVESTICATION MICHAEL J,GRArE,P.E. K� THOMAS P.GRAFF,P.E. (401)78� 2690 FAX(401)461-9360 PDAVIDGRAN d P.E.email: mail@capretzer.com PETER W.CARAFE February 18, 2004ro Mr. Kevin Paton BKA Architects, Inc. 142 Crescent Street vl Brockton, MA 02302 �.rx 4 Re: CVS Pharmacy Route 28 and Strawberry Hill Road Village of Centerville Hyannis/Barnstable,MA CAPA File No. 204106.20 Subject: Field Report#2 Dear MT. Paton: On February 12, 2004, 1 visited the site to review the progress of construction. I met with Mr. David Nolan,the superintendent with DMR Construction. The following items were noted: 1. All structural steel framing has been completed. Structural K-bracing has been installed per the structural drawings. 2. It was noted that the interior footing for column C2 was installed approximately 8 inches off center, therefore the column is eccentrically loaded on the footing. This footing was, formed 6 feet square instead of 5 feet square therefore the eccentricity does not present a structural concern. 3. Light gage framing was in progress, with approximately two-thirds of the exterior wall studs in place. The deflection head detail was not installed per the structural drawings. Due to the lower building height and smaller snow loading for this store, I am not going to require that the deflection bead be installed. However, the contractor should be aware that the detail will be required in the future. -4, Work completed to date looks good and is in geneTal compliance with the construction drawings. 5. Roof trusses are on site and ready to be installed. I will perform my final site observation when the trusses have been installed, braced,and hurricane tie downs are in place. MRR-03-2004 09:24 BKR RSSOCIRTES INC 508 584 2914 P.05/05 .� C. A. PRETZER ASSOCIATES, INC. BKA Architects, Inc. CVS Pharmacy—Centerville February 18, 2004 Page 2 Please give me a call if you have any questions regarding this report. Sincerely, C. A. PRETZER ASSOCIATES,INTC. avid O'Neill, P.E. Project Engineer DO/sjm TOMS P.=15 MAR-03-2004 09:23 8KR RSSDCIHTES INC 509 594 2914 P.02/05 C.A. PRETZER ASSOCIATES, INC. 50 Freeway Drive,Cranston,R1 02920 STRUCTURAL ENGINEERS C.ANDREW FRETZER,Pj-0.,RE. DE-SIGN, CONSULTATION,INVESTIGATION MICHAIL J.GRAH,P.C.'P TI-40MAS P.C—ArE,NE.(401)785-2690 FAX(401)46I-9300 ()AVI0 C.RANI)PR4,PF. email. mRil@ctprctzei,,com PETER W.0 RAFE January 13,2004 Mr. Kevin Paton B&1% Architects,Inc. 142 Crescent Street Brockton, MA 02302 Re: CVS Pharmacy . Route 28 and Strawberry Hill Road Village of Centerville Hyannis/Barnstable,MA CAPA File No. 204106.20 Subject: Field Report#] Dear Mr.:Paton:— On January 12, 2664V'I visited the site'to:review the progress bf'c6nstrudion,­ I met with Mr. David Nolan, the superintendent with DMR Construction_ The following items were noted: 1. All perimeter footings have been poured. The entire perimeter foundation wall was scheduled to be poured today. The wall pour was estimated at 65 cubic yards of concrete. The first concrete truck was on site during my observations, 2. All of the formwork was in place, The reinforcing cages at the perimeter piers looked good, The vertical dowels from the continuous footing into the wall have been installed. 3. One of the continuous #5 perimeter wall reinforcing bars had not been installed. This bar will be"wet stuck"in the top of the wall after the concrete has been placed. 4. Comer bars were on site but had not been installed. 5. 1 met with the technician from UTS, who was on-site casting cylinders. The 4000-psi mix concrete was slumping 4 1/4 inches and has a polar.set admixture. I asked thi technician to verify that the missing Wall reinforcing was placed. 6'. The temperature at the time of the pour was about'35 degroe's Fahrenheit.' 'I askdd the Superintendent what measures he was taking to prevent the concrete from freezing. He told me that the entire wall was to be draped with thermal blankets after the concrete has been placed. The weather is supposed to remain fairly constant until Wednesday, January 14, 2004,when temperatures are expected to drop dramatically. MRR-03-2aO4 09:23 BKR RSSOCIRTES INC 509 594 2914 P.a3/05 r ' C. A. PRETZER ASSOCIATES, INC. BKA Architects, Inc. CVS Centerville January 13, 2004 Page 2 Please give me a call if you have ary questions regarding this report. Sincerely. C. A. PRETZER ASSOCIATES, INC. David O'Neill, P.E. Project Engineer DO!sjm f MAR-10-2004 14:08 BKA ASSOCIATES INC 5BB 594 2914 P.02i02 ARCHITECT'S FIELD REPORT Page t of t PROJECT: CVSlpharmacy FIELD REPORT NO. 2 ARCHITECT: BKA Architects,Inc. CONTRACTOR: DMR Construction ARCHITECT'S PROJECT NO.: 202107 LL DATE: 3-9-04 TIME: 9.00 a.m, WEATHER: Part. Sunny TEMP,: 35' PRESENT AT SITE: Kevin Paton—BKA Richard Cohen—DMR Construction Allan Zaff—Coffman Realty Ben Hartley— Coffman Realty Mark Andrews -CVS WORK IN PROGRESS: 2. SITE WORK: • Site work in progress, utility trcnching is expected to resume this week. • Site drainage and structures in progress. • Interior grading in progress, soils have been tested and conform to the project specifications. 3. CONCRETE: • Perimeter wall&footings complete, testing reports indicate that concrete mix and reinforcing conform to the contract documents. Interior test pits have been dug,in several locations and no frost has been found, the G.C. is moving forward with soil preparation with an anticipated pour at the end of next week. 4. MASONRY: Masonry work is expected to start the beginning of next week. 5. METALS Steel erection complete and inspected by testing company and the structural engineer and appears to conform to the contract documents. 6. WOOD: Fastening at the perimeter wall sheathing has not been completed, the G.C. will inspect all sheathing for project and manufacturers compliance prior to proceeding with the installation of the air barrier system and siding work. • Roof trusses erection is in progress. The main roof area is 90% complete, Roof sheathing is in progress as truss erection proceeds and is expected to be complete by the end of the week. Hurricane clips and permanent truss bracing shall be installed and inspected prior to any work being concealed by other trades or materials. The general layout conforms to the contract documents. The truss manufacturer has visited the site to make general observations. All work observed and completed thus far appears to conform to the contract documents and project specifications. TOTAL P.2�2 f ' APR-21-2004 11:09 BKA ASSOCIATES INC 503 584 2914 P.01/02 VKA Architects,Inc. !� 142 Crescent Street 8rocktPn,MA02302 Archirecture + interiors 4rix Tei:508.583.5603 fax:508.584.2914 emalI-bka cQ bkaarchs.com www.bkaarchs.com FAX/MENIO/TRANSMITTAL Company: Village of Centerville—Town of Barnstable Date: 4-21-04 Attention: Mr.Jack Fitzgerald Re: CVS/Pharmacy Centerville Fax#: 508-790-6230 1 Project#: 202107 From: Kevin Paton NUMBER OF PAGES INCLUDING TRANSMITTAL: 2 ® Letter/Memo ❑ Graphic ❑ Third Party Document ❑ Mail Original ADDITIONAL MESSAGE Dear Mr.Fitzgerald, As per our phone conversation here is the letter you requested on draftstopping. I4 we can be of any further assistance,please do not hesitate to call. Very truly yours, Kevin Paton BKA Architects Cc, Allun 7,aff Coffman Realty S.08 5$4-7687 Bcn Hanley Coffman Realty 508-584-7687 Richard Cohen - DMR Construction 508-580-2812 Signed: Kevin Paton l' APR-21-2004 11t08 BKA ASSDCIATES INC 508 584 2314 P.02/02 SKA Arphiteets, Inc. 1 42 Crescei Street 84ikton.MA 02302 Architecture a Interiors teL S08 583,5603 fax:508.584.2914 e.maii:bka@bktw,chs.com www.bkoarehs.com Mr.Jack Fitzgerald April 21,2004 Building Inspector Town of Barnstable 200 Main Street Hyannis,MA 02601 Re. CVS Centerville Rt.28 Falmouth Road As per our discussion BKA has reviewed the Contract Documents for compliance to MSBC 780 C.MR Section 720.7 Dralistopping. The building construction is Type 513 combustible/unprotected and is 100%sprinklcred in accordance with 780 CMR Section 906.2.1, NFPA 13,their owner's ISO and the local Fire Department. The space between the suspended acoustical ceiling and the bottom chord of the wood roof truss system is not required to be sprinklered per NFPA l 3 Section 4-13.1.1,Exception No. 8, We have provided 5/8"thick Type"X"GWB fire taped on the ceiling side of the bottom chord of the roof trusses. All exposed wood will be encapsulated in the same manner. This will e'fffcetively isolate the combustible roof construction from the concealed above ceiling space. The attic space above the GWB is 100%sprinklered as well as the below ceiling spaces. Materials within this concealed space are of a noncombustible type and consist primarily of I•IVAC duct work, sprinkler and water piping. The ceiling system is a Class A tile with a flame spread rating of less than 25. As per 780 CM.R Section 720.7.1.3 Draftstopping in other Use Groups in building construction Types 3, 4,and 5 would normally be required if the concealed space were not sprinklered. We feel that the intent of the code requires sprinklers or draftstopping where combustible floor or roof construction is exposed to the concealed space. We feel that we meet the intent of the code by isolating all combustibles above the ceiling membrane that could propagate the spread of fire. .All smaller spaces within the building will have full heighl walls with.GWB continuous to the'underside of the roof truss on at least one side of the wall and thus acting as draftstops between spaces. No spaces exceed 1,000 sf except for the retail area. Therefore,we respectfully submit this letter based on MSBC Section 109.3 for compliance regarding alternative design and construction for your review and approval in lieu of the prescriptive draftstopping requirements. Since ,ly Kevin Palolt Associate - 13KA Architects,Inc. CC: File Andy Rcdar OKA Architects Richtird Colien DVIR Comtructiun . r TOTAL P.02 �. C US - 10 hkmovrH ki> C�wr�u�c��►114 q. Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) x Soil Inspection Report Report Date 12/23/2003 Report No.- 1 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR Construction WEATHER: Partly sunny, 40 's _TIME: 7 : 00 AM CONTACT: Dave Cohen from DMR Construction PURPOSE: Perform field density tests EQUIPMENT: N/A TEST METHOD: Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field'•` r-A Test Percent Dry Dry, Percent; Elevation,; P. Moisture ' Density Density°; Compaction` Location _(Feet): 1 7.2 130.8 129.1 98.7 See sketch B.O.F. 2 6.9 130.8 129.6 99.111, 1 3 7.2 130.8 128.7 98.4 " 4 6.6 130.8 128.9 98.5 " OBSERVATIONS: The footing subgrade had been prepared prior to arrival on. site. The exposed subgrade exhibited stable and compact conditions. Four field density tests were performed according to ASTM D1557 using the sand cone method. Test results to be included pending completion of lab sieve and proctor analysis. "These observations were related to Mr. Cohen prior to departure. Inspector Premium: .Travel Name Tuime. Hours Time. R. McElhinney No Min Day 3 Hr(s) REVIEWED BY: Chuck Fraser CC: B.K.A. Attn: Kevin Paton r DMR Construction Attn: Dave Cohen AI N R a v m co U rn � M O rz O S4 M a, t_trC. LT L.�L N lzH \ M W N 10 'J H H CO U X R v N M O co 0 Z E co O O Z 0 C. O. Q 7 a 1 d d� G 0 1n f` n M O ti O V co N O N a yr NE U L N H y H >1 N O (V S4 M ri JJ N N 5v JJ M O to ti � ro iJ `— 5 Richardson Lane V S ¢ J m x o x r-1 I- �' Stoneham, Ma02180 JOB NAME:._ '^ t u� FIELD o W ri I~ The Construction Testing People' PROJECT NO.: SKETCH O ) Q, W � O (D Of Hassachusens Inc r 44 C U u ��„ U w .N c O O JJ M S4 N U FC W Q I1 � Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781438-6216(Fax) Soil Testing Results - Transmittal Report Report Date 01/0 5/2 0 04 Report No. 1 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.41869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR construction Sample Submitted By Sample No. 9673 Q Our Representative: Ralph McElhineyl2/23/03 Date Submitted: ❑ Other: Source of Sample ❑X On-Site Existing @ location: Footing subgrade ❑ Off-Site Borrow from: Proposed Use: Bearing capacity Material Submitted As: ❑ Structural/Granular Fill: ❑ 'Ordinary Borrow: MHD Ml.01..0 (Shall be..approve.d by the. Architect) ❑ Gravel.Borrow: . , MHD M1.03.0 Type: ❑ Processed Gravel For Base Course: MHD M1.03.1 ❑ Sand Borrow: MHD M1.04.0 Type: ❑ Reclaimed Pavement Borrow for Base Course: MHD. M1.1-1.0 ❑ Crushed Stone: MHD M2.01.0 ❑ Dense Graded Crushed Stone for Base Course: MHD M2.01.7 ❑ Common Borrow: ❑ Drainage Fill: Q Other: Existing bearing subgrade Requested Testing ❑ Atterberg Limits ❑X Gradation Analysis ❑ Hydrometer ❑ Modified Proctor ❑ Permeability Wasik Sieve analysis ❑ Other: Material Classification: Silty sand with gravel Project Specification Conformance Results ❑ Does conform: ElDoes NOT conform: ❑ Marginally does not"conform...Basis: "We suggest the suitability of this soil sample be reviewed for approval by the Architect and the Engineers-of-Record. ❑ No Specifications provided to our office. ❑. Specifications provided to our office but sample not submitted to a specific use. ..'Sample submitted without indication of intended use and without,specifications. GENERAL REMARKS: Material submitted for compaction testing. REVIEWED BY: Geotechnical Department � Of Massachusetts %: . 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Testing Results - Transmittal Report Report Date 01/05/2004 Report No. 1 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR Construction CC: B.K.A. Attn: Kevin Paton DMR Construction Attn: Dave Cohen i rz, � 4 UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Coffman Realty, Inc. Report Date 01/05/2004 Attn: Ben Hartley Report No. 1 1301 Belmont Street Job Number 8634 Brockton, MA 02301 Project CVS Pharm.#1869, Centerville, MA Attachment GRAIN SIZE DISTRIBUTION TEST REPORT N C C C \ C a N W O O O O p 100 M �M 90 80 70 w z 60 tL. z 50 w U w 40 a 30 20 10 0 200 100 10.0 1 .0 0. 1 0.01 0.001 GRAIN SIZE - mm % +3" % GRAVEL 7 SAND % SILTI % CLAY USCS LL PI • 0.0 15. 1 69 .0 15.9 SM SIEVE PERCENT FINER SIEVE PERCENT FINER Location: _nohes number size • size • *ON SITE, BELOW FTGS. 2 100.0 4 84.9 1 .5 99.1 10 78.8 1 97.4 20 63.4 Description: 0.75 95.6 40 46. 1 •F-M SAND, LITTLE SILT 0.375 90.3 50' 38. 1 LITTLE GRAVEL 100 26.9 GRAIN SIZE 200 15.9 D60 0.733 D 30 ., ..ai. D10 Remarks: COEFFICIENTS i>;i #200 WASH SIEVE ff.- UTS OF MASSACHUSETTS. INC. Project No. : 8634 Project: CVS PHARM.#1869, CENTERVILLE,. MA 5 Richardson Lane Stoneham, MA 02180 Dote: 1/05/2004 Sample No. 9673 h UTS of Massachusetts Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Coffman Realty, Inc. Report Date 01/05/2004 Attn: Ben Hartley Report No. 1 1301 Belmont Street Job Number 8634 Brockton, MA 02301 Project CVS Pharm.##1869, Centerville, MA Attachment MOISTURE-DENSITY RELATIONSHIP TEST 140 135 w U a 130 a .N c 000 v T 125 .. o 120 ZAV for Sp.G.= 2.75 115 11M 2.5 S 7.5 10 12.5 15 17.5 Water content . % Test specification: ASTM D 1557-91 Procedure A, Modified Oversize correction applied to each point Elev/ Classification Not. S G. LL PI % > % Depth USCS AASHTO Moist. p No.4 No.200 SM 15. 1 % 15.9 % ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 130.8 pcf 125.9 pcf F-M SAND, LITTLE SILT Optimum moisture = 7.0 % 8.2 % LITTLE GRAVEL Project NO. : 8634 Remarks: . Project: CVS PHARM.#1869, CENTERVILLE, MA Location: ON SITE, BELOW FTGS. Date: 1-05-2004 MOISTURE-DENSITY RELATIONSHIP TEST UTS OF MASSACHUSETTS , INC . Sample No. 9673 f , _ r Of Masmhusetts . onle conshuctionTestier . MEMORANDUM PROJECT: CVS Pharmacy Store#1869 PROJECT No. 8634 LOCATION: Centerville, MA DATE: January 5, 2004 FROM: John C. McCarthy, Geotechnical Dept. Mgr. PURPOSE: A site visit was made to the referenced project to review the earthwork construction. On December 19 the contractor was observed stripping the site of the organic laden surface soils to expose the underlying inorganic soils. The Geotechnical Report and associated Soil Boring Logs prepared by William S. Zoino dated October 2003 were reviewed as pertaining to-this visit. The footings are designed to gain bearing support from atop the parent inorganic soils. As such, the contractor is to fully remove the organic laden soils from within the building pad area and any remnant foundations,questionable fill and/or foreign matter. The footings(perimeter, interior,associated structures)should gain bearing support atop the parent soils and/or compacted structural fill. As such,the existing fill, buried organics,and other questionable/foreign matter should be fully removed from the Footing Zone of Influence. The Footing Zone of Influence is defined as that area extending laterally outward and downward at a 1 H:1 V splay from the edge(s)of the footing. Excavations that extend below the design foundation grade are to be replaced with compacted structural fill. Structural Fill below foundations should be placed in loose lifts not exceeding 12 inches for heavy vibratory rollers and 8 inches for vibratory plate compactors. All Structural Fill should be compacted to at least 95%of maximum dry density as determined by the Modified Proctor Test (ASTM-D 1557). The adequacy of the compaction efforts should be verified by field density testing. A UTS field representative has been assigned to the project to review the subgrade conditions and preparations. A soil sample extracted from the footing subgrade was transported to our Laboratory for Gradation Analysis and Modified Proctor Testing. This data is enclosed for review. Should you have any questions.or require additional assistance,please do not hesitate to contact our office. 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 f a ,. Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/15/2004 Report No. 3 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR Construction WEATHER: Snow then clear, 10 degrees _TIME: 7 : e0 A.M. CONTACT: Dave Cohen of DMR Construction PURPOSE: Observe earthwork construction and ,perform field density tests EQUIPMENT: Two excavators, large plate. TEST METHOD: ❑ Sand Cone ❑X Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field` Test Percent Oil- Percent Elevation No. Moisture Density Density'= Compaction Location (Feet). 1 4.4 127.6 126.1 98.8 See sketch 63' 2 4.2 127.6 125.2 98.1 See sketch' 64' OBSERVATIONS: The hay had been placed along exposed footing subgrades. Two 10' lifts of onsite generated soils were placed and compacted with the plate compactor at locations (see sketch) . A test pit was excavated next to footing F-2. Frost thickness was 811. Backfilling operations stopped and the area is reported to be tented 'and heated over the weekend. Two field density tests were performed according to ASTM D2922 using the troxler density gauge. Testing results exceeded 95% compaction for structural subgrades. These observations were related to Mr. Nolan prior to departure. Inspector Premium Travel Name Time: Hours Time_.. D. Lent No Max Day+0.5 Hrs OT 3 Hr(s) REVIEWED BY: Chuck Fraser ° Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/15/2 0 0 4 Report No. 3 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR Construction cc: R.K.A. Attn: Kevin Paton DMR Construction Attn: Dave Cohen C.A. Pretzer Associates Attn: David O'Neill F UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Coffman Realty, Inc. Report Date 01/15/2004 Attn: Ben Hartley Report No. 3 1301 Belmont Street Job Number 8634 Brockton, MA 02301 Project CVS Pharm.41869, Centerville, MA Attachment � � S (n U, M � T TJ s 3 m N 7 � 00� o o � Z o j �; I Z m C ' I , i �I cn -n ;7� m m r— n � i Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781438-6216(Fax) Soil Testing Results - Transmittal Report Report Date 01/20/2004 Report No. 2 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR Construction Sample Submitted By Sample No. 9707 ❑X Our Representative: John McCarthy Date Submitted: 01;14,/2u04 ❑ Other: Source of Sample On-Site Existing @ location: Detention Pond overburden ❑ Off-Site Borrow from: Proposed Use: Foundation backf ill overburden Material Submitted As: ❑X Structural/Granular Fill: ❑ Ordinary Borrow: MHD M1.01.0 (Shall .be approved by the Architect) ❑ Gravel Borrow: MHD M1.03.0 Type: ❑ Processed Gravel For Base Course: MHD M1.03.1 ❑ Sand Borrow: MHD M1.04.0 Type: ❑ Reclaimed Pavement Borrow for Base Course: MHD M1.11.0 ❑ Crushed Stone: MHD M2.01.0 ❑ Dense Graded Crushed Stone for Base Course: MHD M2.01.7 ❑ Common Borrow: ❑ Drainage Fill: ❑ Other: Requested Testing ❑ Atterberg Limits ❑X Gradation Analysis ❑ Hydrometer 0 Modified Proctor ❑ Permeability ❑X Wash Sieve Analysis ❑ Other: Material Classification: Sand with gravel Project Specification Conformance Results ❑ Does conform: ❑ Does NOT conform: ❑ Marginally does not*conform...Basis: *We suggest the suitability of this soil sample be reviewed for approval by the Architect and the Engineers-of-Record. ❑ No Specifications provided to our office. El Specifications provided to our office but sample not submitted to a specific use. ❑ Sample submitted without indication of intended use and without specifications. GENERAL REMARKS: Suitable for use .as submitted REVIEWED BY: Geotechnical Department ° Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216 (Fax) Soil Testing Results - Transmittal Report Report Date 01/20/2004 Report No. 2 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR Construction cc: B.K.A. Attn: Kevin Paton DMR Construction Attn: Dave Cohen C.A. Pretzer Associates Attn: David O'Neill UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Coffman Realty, Inc. Report Date 01/20/2004 Attn: Ben Hartley Report No. 2 , 1301 Belmont Street Job Number 8634 Brockton, MA 02301 Project CVS Pharm.#1869, Centerville, MA Attachment GRAIN SIZE DISTRIBUTION TEST REPORT - < < < _ ._ \ r N m o O o o o 100 \ \ \ N N t0 N � � 1'1 M iG � qC i! •lC i" 9G 90 80 70 w Z 60 t� z 50 w U w 40 a I 30 20 10 0 200 100 ?0.0 1 .0 0. 1 0.01 0.001 GRAIN SIZE - mm % t3" % GRAVEL % SAND % SILT % CLAY USCS LL PI 0 0.0 24.7 73.2 2 . 1 SIP SIEVE PERCENT FINER SIEVE PERCENT FINER Location: inches . number size size 0 *DETENTION POND 3 100.0 4 75.3 2 98.9 10 67. 1 1 .5 95.3 20 41 . 1 Description: 1 92.7' 40 15.3 O F-M SAND. SOME GRAVEL 0.75 89.8 50 7.9 TRACE SILT 0.375 82.6 100 3. 1 GRAIN SIZE 200 2. 1 D60 1 .47 D30 OF M SSAC USE S, INC D 10 0.337 VIEWE Remarks: COEFFICIENTS #200 WASH SIEVE Cc 0.83 CU 4.4 UTS OF MASSACHUSETTS. INC. Project No. : 8634 Project : CVS PHARMACY #1869. CENTERVILLE. MA 5 Richardson Lane Stoneham, MA 02180 Dote: 1/20/2004 Sample No. 9707 " UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Coffman Realty, Inc. Report Date 01/20/2004 Attn: Ben Hartley Report No. 2 1301 Belmont Street Job Number 8634 Brockton, MA 02301 Project CVS Pharm.#1869, Centerville, MA Attachment MOISTURE—DENSITY RELATIONSHIP TEST 135 1.30 OOP '000- a 125 000, C OJ "a T 120 ZAV for 115 Sp.G.= 2.75 110 2.5 5 7.5 10 12-5 15 17.5 Water content, % ' Test specification: ASTM D 1557-91 Procedure B, Modified Oversize correction applied to each point Elev/ Classification Not . S G LL PI % > % Depth USCS AASHTO Moist. p . 3/8 in No.200 'SP 17.4 % 2. 1 % ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 127.6 pcf 121 .5 pcf F-M SAND, SOME GRAVEL Optimum moisture = 7.8 % 9.4 % TRACE SILT Project No. : 8634 Remarks: Project: CVS PHARMACY #1869. CENTERVILLE, MA Location: DETENTION POND Date: 1-20-2004 MOISTURE-DENSITY RELATIONSHIP TEST UTS OF MASSACHUSETTS , INC . Sample No. 9707 i Of Massachusetts 'The Construction Testing People" -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/2 0/2 0 04 Report No. 2 Coffman Realty, Ind . .lob Number 8634 Attn• Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR Construction WEATHER: Sunny 20 degrees DIME: 8 : 00 AM CONTACT: Dave Dohen of DMR Construction PURPOSE: Observe earthwork construction EQUIPMENT: TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: Q Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: The writer was on site to assess frost conditions. The writer was informed by contractor that footing for foundation and walls had been placed on 01/06/04. Footing subgrade had been protected with hay at all times per Mr. .Cohen... The site crew excavated a test pit at column line 1 at A.3 outside of footing. The frost penetration was 10" deep at this location. A 2nd test pit was excavated at column line 2 at A.3 at slab subgrade elevation. Frost penetration was 20" to 24" deep at this location. Superintendent reported that a ground heater is scheduled to arrive on site on 01/21/04. .These observations were related to Mr. Cohen prior to departure. Inspector Premium Travel zAame Time Hours Time D, Boucher No Min Day 3 Hr(s) REVIEWED BY: Chuck Fraser cc: B.K.A. Attn: Kevin Paton DMR Construction Attn: Dave Cohen C.A. Pretzer Associates Attn: David O'Neill ! UTS of Massachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Coffman Realty, Inc. Report Date 01/20/2004 Attn: Ben Hartley Report No. 2 1301 Belmont Street Job Number 8634 Brockton, MA 02301 Project CVS Pharm.41869, Centerville, MA Attachment I � I A_1 • 0 X 4 aX "A. T d as � N N 7 vO w. LO 1 ro L L O p M C- Z (mj D O r CO o -I i j i a: z Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Testing Results - Transmittal Report Report Date 01/20/2004 Report No. 3 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR Construction Sample Submitted By Sample No. 9706 ❑X Our Representative: John McCarthy Date Submitted: 01/14/2004 ❑ Other: Source of Sample 0 On-Site Existing @ location: Detention Pond, test pit, 6' depth ❑ Off-Site Borrow from: Proposed Use: Detention Pond Material Submitted As: ❑ Structural/Granular Fill: ❑ Ordinary Borrow: MHD M1.01.0 (Shall be approved by the Architect) ❑ Gravel Borrow: MHD M1.03.0 Type: ❑ Processed Gravel For Base Course: MHD M1.03.1 ❑ Sand Borrow: MHD M1.04.0 Type: ❑ Reclaimed Pavement Borrow for Base Course: MHD M1.11.0 ❑ Crushed Stone: MHD M2.01.0 ❑ Dense Graded Crushed Stone for Base Course: MHD M2.01.7 ❑ Common Borrow: ❑ Drainage Fill: ❑ Other: Requested Testing ❑ Atterberg Limits ❑X Gradation Analysis ❑ Hydrometer ❑ Modified Proctor ❑ Permeability ❑X Wash Sieve Analysis ❑ Other: Material Classification: Sand with gravel Project Specification Conformance Results ❑ Does conform: ❑ Does NOT conform: ❑ Marginally does not*conform...Basis: *We suggest the suitability of this soil sample be reviewed for approval by the Architect and the Engineers-of-Record. ❑ No Specifications provided to our office. Specifications rovided to our off' u p N ice but sample not submitted to a specific use. ❑ Sample submitted without indication of intended use and without specifications. GENERAL REMARKS: Generally reviewed by the civil engineer of record. REVIEWED BY: Geotechnical Department I "Y K- Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Testing Results - Transmittal Report Report Date 01/20/2004 Report No. 3 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project Cvs Pharm.#1869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR construction Cc: B.K.A. Attn: Kevin Paton DMR Construction Attn: Dave Cohen C.A. Pretzer Associates Attn: David O'Neill UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Coffman Realty, Inc. Report Date 01/20/2004 Attn: Ben Hartley Report No. 3 1301 Belmont Street Job Number 8634 Brockton, MA 02301 Project CVS Pharm.#1869, Centerville, MA Attachment GRAIN SIZE DISTRIBUTION TEST REPORT c c c c a oa g 100 90 80 70 w 60 LL z 50 w U w 40 d 30 20 i 10 0 � 200 100 10.0 1 .0 0. 1 0.01 0.001 GRAIN SIZE - mm. % +3" % GRAVEL % SAND % SILT % CLAY USCS LL PI 0 0.0 25.3 71 . 1 3.6 SP SIEVE PERCENT FINER SIEVE PERCENT FINER Location: inches number •DETENTION POND TP 6' size 0 s;ze 3 100.0 4 74.7 , 2 97.3 10 66.2 1 .5 95.6 20 41 .7 Description: 1 91 .6 40 17.7 •F-M SAND, SOME GRAVEL 0.75 89.6 50 10.4 TRACE SILT 0.375 81 .91 100 5.2 GRAIN SIZE 200 3.6 D60 1 .51 U OF SSAC US MS. WO. D 30 R VIEW D10 0'269 Remarks: #200 WASH SIEVE COEFFICIENTS Cc 0.88 Cu 5.2 UTS OF MASSACHUSETTS. INC. Project No. : 8634 Project : CVS PHARMACY #1869, CENTERVILLE, MA 5 Richardson Lane Stoneham, MA 02180 Dote: 1/20/2004 Sompie No. 9706 LETTER OF TRA,'VS,VITT-iL — SOIL TESTING RESUI- TS SA::VPLE 'iY0. PROJECT: C_V5 '�� ����`� c�l \`���; DATE: LOCATION: \' PROJECT NO. Sample Submitted B ! UTS Rzpr.s.ntati�,: �U�y hn e.�G� �•�j Date Submitted: ��` a(�U "I D Othcr: SOURCE OF SAMPLE \\ XOn-Site Existim!!c Location: Off-Site Borrow from: PROPOSED USE: tiIATERIAL SUBMITTED AS REQUESTED TESTING S'tr•uc'ttu-crl Gi-anulat- Fill: Gradation A alvsis Ot-clinary Borro;r: A111D Afl.01.0 (Shull he approved by the Arrl:i:Z�t) is"'ash Sieve Analvsi.; j C;ru el B,rrro;:•: .�IKD A11.03.0 T n�. A — B — C' ��•fod.fiecl f t•oc•tor _J IYOC•i.;;_cl WID :'.f1.03.I = Attenc�r;;Limits ,S'uud Bor'rmv: AMD ,%11.04.O lvPL': A — B C Pern cability � R�rlcrin:�•,l f'ctr�merrt Bnr•rou fr,r Btl. � C'ottrsr: ,llf10 .'.I1. 1 i.tt � (Jt�r�r: C'r•rr.c11C(1 titu,r_: AMU ,V_'.01.0 Drrtsc Gruclecl C'rushe(I Storrs frrr I;ctsr C'ntu'sc: Aff1D A1_'.01. J Common Borrn:r: _ Drainage Fill: :1 l)thrr: MATERIAL CLASSIFICATION: PRO.JECT SPECIFICATION CO:`+FOR:NIA`iCE RESULTS Does conform: :j Does NOT conform... Basis: ►�tarainally does not-conform... Basis: * Wei sug es•t the suitability of,this soil by reviewcclfbr apprnvu.' tr,,eArchitect urrcl Engineers-of-Record. :i No Specification provided to our office. Specifications provided to our office but sample not submitted to sp.cific use. :i Sample submitted without indication of intended use and "ithou: Sr.cifications. REM4 RKS: John C. McCarth Geotechnic•al Dept. A'r• - -- i7Q,1 n12a_7'71Z9Z C- w 17211 d38-621 f GRAIN SIZE DISTRIBUTION TEST REPORT CC C C C N O O \_ C d N CO O O O d O 100 i \ \ \ c ` N d O N <D N1 N N7 M a ac S I I 90 is 80 ' i 70 Of z II _ 60 � w I j i z 50 w I w 40 i d 30 i 20 I 10 0 200 100 10.0 1 .0 . 0 . 1 0 .01 0 .00' GRAIN SIZE - mm +3" % GRAVEL % S,�' I % SILT % CLAY USCS LL PI 0 0 . 0 24 . 7 73 . 2 2 . 1 SP 1 7- SIEVE PERCENT FINER SIEVE ; PERCENT FINER Location : i nches num=e *DETENTION POND size size 3 100.0 75.3 2 98.9 1G 67 . 1 1 .5 95 .3 20 41 . 1 Description : 1 92 7 40 ; 15 3 o f-M SAND, SOME GRAVEL 0.75 89 .8 501 7 .9 TRACE SILT 0 .375 82 .6 100 3. 1 GRAIN SIZE 2001 2 . 1 I D60 1 . 47 i D 30 D 10 0.337 i Remarks : COEFFICIENTS ! #200 WASH SIEVE Cc 0 . 83 Cu 4. 4 j UTS OF MASSACHUSETfS, INC, 11Project No. : 8634 Project : CVS PHARMACY #1869 , CENTERVILLE, MA 5 Richardson Lane Stoneham, MA 02180 Date : 1/20/2004 Sample No. 9707 MOISTURE-DENSITY RELATIONSHIP TEST 135 130 I V I0or i o- 125 I , T 1 120 + 'o, I 0 ZA"'/ c 115 Sp .G .= 2 . 75 110 2 .5 5 7 .5 10 12.5 15 17 .5 Water content , % Test specification : ASTM D 1557-91 Procedure B, Modified Oversize correction applied to each point rDe v/ Classification Not . % � % � Sp .G. LL PI pth USCS AASHTO Moist . 3/8 in No 20= SP 17 .4 % 2 . 1 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 127 .6 pcf 121 .5 pcf F-M SAND, SOME GRAVEL Optimum moisture = 7 .8 % 9 .4 % TRACE SILT Remarks : Project No. : 8634 Project : CVS PHARMACY #1869 , CENTERVILLE, MA Location : DETENTION POND Date : 1-20-2004 MOISTURE-DENSITY RELATIONSHIP TEST UTS OF MASSACHUSETTS , INC . Sample No . 9707 Of !Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/23/2004 Report No. 4 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR Construction WEATHER: Partly cloudy, 10-20 degrees _TIME: 7 :00 AM CONTACT: Dave Nolan from DMR PURPOSE: Observe earthwork construction EQUIPMENT: Glycol heater, thermal blankets TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Glycol heating lines had been placed along foundation wall in area depicted on attached sketch. Glycol heating lines were then covered with thermal blankets. Thermal blankets and glycol lines were removed upon verification of no frost at area shown. Once area had been verified as frost-free, backfilling commenced. These observations were related to Mr. Nolan prior to departure. ector. P P Insremium Travel Name Time: Hours Time _._ R. McElhinney No Min Day 3 Hr(s) REVIEWED BY: Chuck Fraser cc: B.K.A. Attn: Kevin Paton DMR Construction Attn: Dave Cohen C.A. Pretzer Associates Attn: David O'Neill UTS of Massachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Coffman Realty, Inc. Report Date 01/23/2004 Attn: Ben Hartley Report No. 4 1301 Belmont Street Job Number 8634 Brockton, MA 02301 Project CVS Pharm.#1869, Centerville, MA Attachment o r ~ o � e) n o 5 V P o� o -- i ss I i O p \ C- Z �- � ` n ti l/ J z O 11 � I Y o � 1 r (D n � 2 i Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/26/2004 Report No. 6 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR Construction WEATHER: Partly cloudy, 15 degrees TIME: 7 : 00 AM CONTACT: Dave Nolan from DMR PURPOSE: Observe earthwork construction and perform field density tests EQUIPMENT: Two excavators, Dynapac plate compactor, vibratory roller TEST METHOD: ❑ Sand Cone ❑X Nuclear Densometer TITLE: ❑ inspector ❑ Staff Engineer ❑ Engineer Maximum Field.;, Test. Percent Dry Dry Percent Elevation No. Moisture,' Density Density. Compaction Location 1 4.9 127.6 125.9 98.6 See sketch 64' 2 4.0 127.6 121.3 95.1 " 64.8' 3 4.1 120.2 119.7 99.6 " 65.5' 4 4.3 120.2 119.2 99.2 " 5 4.0 127.6 126.0 98.7 " OBSERVATIONS: The last lift placed on 1/15 had been thawed and was recompacted with the Dynapac plate compactor. Partially thawed material between trench and line E was excavated, broken up with the excavator bucket and tracks. Structural fill was then compacted with the vibratory roller. Onsite sandy material was being placed in 1.0' lifts along F line wall. Each lift was compacted with the plate compactor against the wall and with the vibratory roller 3 feet in from wall. Material was being excavated below 6' in retention pond. A coarse sand with little gravel was excavated and used for backfill. A sample was obtained and transported to the UTS lab for sieve and proctor analysis. Five field density tests were performed according to ASTM D2922 using the Troxler density gauge. Tests 1, 2 and 5 exceeded 95% of the modified proctor ASTM D1557. Tests 3 and 4 will be included pending completion of lab sieve and proctor testing. Contractor started mixing top 3' of gravel with sand from lower part of excavation. These observations were related to Mr. Nolan prior to departure. I Inspector ;` Premium Travel Name Time Hours Time D. Lent No Max Day 3 Hr(s) r e °. Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/26/2004 Report No. 6 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR Construction .REVIEWED BY: Chuck Fraser cc: B.K.A. Attn: Kevin Paton DMR Construction Attn: Dave Cohen C.A. Pretzer Associates Attn: David O'Neill I Cl) d 0. f6 - ai ti '*3 Ip or TL 0 w > K o t,o m U cv to N O co 0 Z E �7 }i " , IT M 0 0 7 C7 1 U 0 1 1 W) ti ti co 00 CD � f 00 N O N a . Q� E U J M N H ,7r N O a) S4 (n r-I 1) N � !n >, JJ Cl) O �7 � Y"filM1 Y N = r-I (d 4J N (d x r I ` - '-- 5 Richardson Lane . v rr� (a -j a) O r"I I- �' Stoneham, Ma02180 JOB NAME:_ l_�C!_—.— FIELD ° °�' 0 _ 'The Construction Vesting 1e" O N O °' P PROJECT NO.: �� 3 c � o�n�,�,��ti.,sr� ` —-----...__ SKETCH V J V Lw - W 41 O O � uO U 9 ri W Q r °. Of Massachusetts 'The Construction Testing people' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216 (Fax) Soil Inspection Report Report Date 01/27/2004 Report No. 5 Job Number 8634 Coffman Realty, Inc . Attn: Ben Hartley Project Cvs Pharm.#1869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR Construction WEATHER: Cloudy, 20 Is _TIME: 7 : 00 AM CONTACT: Dave Nolan from DMR PURPOSE: Observe earthwork construction and perform field density tests EQUIPMENT: Excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Footings 2D, 2C and 2B were being excavated to below frost level. Loose material in bottoms to be removed and replaced with crushed stone. Hay and blankets were placed over excavations. Trenches along walls (A line and 3 line) were being heated to remove frost. These observations were related to Mr. Nolan prior to departure. Inspector Premium Tavel Name ` Time Hours Time.. D. Lent No Max Day 3 Hr(s) REVIEWED BY: Chuck Fraser CC: B.K.A. Attn: Kevin Paton DMR Construction Attn: Dave Cohen C.A. Pretzer Associates Attn: David O'Neill N N R a ai At� a� ------------------ kF- ('4-1 ti--ro 00 ��.try h v �o► C►-fSf" tr++.r. "? 1 rl- a N I- rn M Cn r-1 lD > r`' X O lfl CO U 0 4 Eu o0 0 d \gtkj d V p z E �1 oZ v o o z (D s rr �' C t* a a� o \ ' aD 0 m m C V CL u 0 co N ti � y M M � G o n o V co N O N Q N E m .O rl J---) N .. N �; �+ o ,� ` � _ �� 5 Richardson Lane JOB NAME: C s FfE�D r x I Stoneham,Ma02180 cz 1~ s 4-The construction Testing People" PROJECT NO.: SKETCH O N r-I � Of PMuachusetts Inc 0'D � m � o E U) w q r-1 u v w +.) o O r D N U 9 Q I Of Massachusetts: 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/29/2004 p p Report No. 7 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street . Brockton, MA 02301 Contractor DMR Construction WEATHER: Partly cloudy, 20 degrees _TIME: 7 : 00 AM CONTACT: Dave Nolan from DMR PURPOSE: Observe earthwork construction and perform field density tests EQUIPMENT: Excavator, small plate compactor TEST METHOD: ❑ Sand Cone ❑X Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Fieltl Test Percent Dry lqr Percerif °Elevation „ , No. Moisture Density,, Density Compaction Location (Feet) .. 1 4.0 127.6 121.4 95.1 See sketch 63' 2 3.9 127.6 122.6 96.1 " 64' 3 4A 127.6 123.2 96.5 " 65' 4 3.7 127.6 123.0 96.4 " 66' 5 3.9 127.6 123.1 96.4 ' 63' 6 4.1 127.6 122.3 95.5 " 64' 7 4.0 127.6 122.4 95.9 " 65' OBSERVATIONS: Footing trenches on A line and 3 line had been heated since 1/27/04 and frost was gone this morning. The 'subgrade was re-compacted. Backfilling of those walls in 1.0' lifts took place. Trenches were backfilled to existing grade inside building and on outside walls gravel was placed to top of footing and compacted with plate compactor then backfilled to top of wall. This material to be excavated later for installation of perimeter drain. Roots were noted along trench excavation line 3 and topsoil noted between this trench and interior footings (2) B and C. Seven field density tests were performed according to ASTM D2922 using the Troxler density gauge. Test results exceeded 95% of the modified proctor ASTM D1557. These observations were related to Mr. Nolan prior to departure. Inspectoc Premium Travel'- . Name Time Hours Time D. Lent No Max Day 3 Hr(s) REVIEWED BY: chuck Fraser ° Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/29/2004 Report No. 7 Job Number 8634 Coffman Realty, Inc . Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR Construction cc: B.K.A. Attn: Kevin Paton DMR Construction Attn: Dave Cohen C.A. •Pretzer Associates Attn: David O'Neill M d t4 a � ai H C N U C, -0 -Ci D A. 1 { �' cv �r 124 ,7 - o r co U r co d y O 0 U b O b21 to o Z p v a s O o Ito o Z m a� ° d d U .O O CO co 00 W O / V Do N O N Q E U 4 m m H N o ._ N �4 (n rl 4-) N fn >, 41 U] O M _ _ FIELD fn Ca x f~ _ �� 5 Richardson Lane �+► I ` JOB NAME:_ �.+ � � I �' Stoneham, Ma02180 � � � G a a w a o °' 'The Construction Testing People" PROJECT NO.: SKETCH � lY1 .0 OI Mosso<fiuse��s In<. Cx LW co q U ~ O � om O4 i „0 Of Massachusetts mThe Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 01/30/2004 Report No. 8 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR construction WEATHER: Clear, 20 Is _TIME: 7 : 00 AM CONTACT: Dave Nolan from DMR PURPOSE: Observe earthwork constructon EQUIPMENT: SK 250LC excavator, backhoe TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Footings 2B, 2C and 2D were re-excavated to below frost level into the parent sandy gravel soils. Excavations were compacted with the excavator bucket then crushed stone was placed and compacted with the backhoe bucket. These observations were related to Mr. Nolan prior to departure. Inspector Premiurm Travel Name Time. Hours Time D. Lent No Max Day 3 Hr(s) REVIEWED BY: Chuck Fraser cc: B.K.A. Attn: Kevin Paton DMR Construction Attn: Dave Cohen C.A. Pretzer Associates Attn: David O'Neill N d a1 R a� v U rn Ib H o E o � N 1-1 > El % o co co U m 11 oZ 2 E bvrr k r l iI,/ a t7"� ScaYW M z o- M Q .0 •o + Cant p ve( r` tY ' a m 0 M In 1- Ir 00 00 r � 0 N O N a N E U (D H N O C (D S4 fn fn �v A-) co O rn (D M -j v x p (� '-_ �� 5 Richardson Lane JOB NAME: V 'r FIELD o rx a) G l Stoneham,Ma 02180 0 o °q E 4"The Construction Testing People PROJECT NO.: v" / SKETCH I L x L Of w flntcnrhuaotic lnr (n q U v F, w 4J O O In U g � CQ Q r Of Masmhusetft e MEMORANDUM PROJECT: CVS PHARMACY— CENTERVILLE, MA FROM: John C. McCarthy Geotechnical Dept. Mgr. DATE: February 2, 2004 RE: FOUNDATION SUBGRADE Project No. 8634 Site visits were made to the referenced project to collect soil samples,perform dynamic cone penetrometer testing,and review foundation subgrade conditions. A test pit was excavated in the proposed detention pond for purpose of soil sampling. The test pit extended approximately 6 feet below existing grade, or design grade. The soil is proposed for reuse as structural fill. The material is a sandy gravel suitable for use as structural fill. The contractor was informed to segregate the upper 18 to 24 inches of organic laden soils from the sandy gravel. A soil sample was also collected at design grade elevation for gradation analysis. The laboratory results have been submitted under separate cover. The structural fill is being reworked as foundation backfill. Prior to backfilling the contractor is thawing the exposed subgrades that were frost penetrated. Other subgrades have been protected with hay and thermal insulation blankets. Thawed subgrades are being re-compacted and examined by UTS prior to backfilling. The contractor appears to have employed a satisfactory frost protection plan,and remedial action to progress with construction. It should be noted that crushed stone has also been in use at the project site,which should provide additional frost embedment protection. Several feet of backfill have been placed within the building pad. As such,the bearing subgrade was evaluated via dynamic cone penetrometer testing. In summary,the penetrometer (ASTM Special Publication #399; Dynamic Cone for Shallow In-Situ Penetration Testing) is a portable, hand operated steel assembly in which a 154 weight free falling 20 inches advances a conical driving head upon impact into the substrate. The density, measured by resistance, is recorded in blow counts per 1.75"increments. The blow counts within the soil structure underlying the crushed stone base averaged 8 to 15 strikes per 1.75" increments to a depth of 3'-8"below finish slab grade. These blow counts indicate a compact dense mass of soil structure. UTS remains on-site to monitor the subgrade preparations and perform compaction testing on prepared subgrades. Please refer to our daily field reports submitted under separate cover. 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 Of Massachusetts 'The Construction Testing People' 0 Page 1 5 Richardson Lane Stoneham MA 2 -0 180 781-438 7755 Voice 781-438-6216 Fax Soil Testing Results - Transmittal Report Report Date 02/04/2004 Report No. 4 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR Construction Sample Submitted By Sample No. 9721 0 Our Representative: Dave Lent Date Submitted: 01/26/04 ❑ Other: Source of Sample 0 On-Site Existing @ location: Retention Pond 611-1211 ❑ Off-Site Borrow from: Proposed Use: Backf ill Material Submitted As: 0 Structural/Granular Fill: ❑ Ordinary Borrow: MHD M1.01.0 (Shall be approved by the Architect) ❑ Gravel Borrow: MHD M1.03.0 Type: ❑ Processed Gravel For Base Course: MHD Ml.03.1 ❑ Sand Borrow: MHD M1.04.0 Type: ❑ Reclaimed Pavement Borrow for Base Course: MHD M1.11.0 ❑ Crushed Stone: MHD M2.01.0 ❑ Dense Graded Crushed Stone for Base Course: MHD M2.01.7 ❑ Common Borrow: ❑ Drainage Fill: ❑ Other: Requested Testing ❑ Atterberg Limits ❑X Gradation Analysis ❑ Hydrometer 0 Modified Proctor ❑ Permeability ❑X Wash Sieve Analysis ❑ Other: Material Classification: Sand Project Specification Conformance Results ❑ Does conform: ❑ Does NOT conform: ❑ Marginally does not*conform...Basis: *We suggest the suitability of this soil sample be reviewed for approval by the Architect and the Engineers-of-Record. ❑ No Specifications provided to our office. ❑ Specifications provided to our office but sample not submitted to a specific use. ❑ Sample submitted without indication of intended use and without specifications. GENERAL REMARKS: Suitable for use as submitted. REVIEWED BY: Geotechnical Department i •� Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Testing Results - Transmittal Report Report ate .02/04/2004 Report No. 4 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR Construction • cc: B.K.A. Attn: Kevin Paton DMR Construction Attn: Dave Cohen C.A. Pretzer Associates Attn: David O'Neill • UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Coffman Realty, Inc. Report Date 02/04/2004 Attn: Ben Hartley Report No. 4 1301 Belmont Street Job Number 8634 Brockton, MA 02301 Project CVS Pharm.#1869, Centerville, MA Attachment GRAIN SIZE DISTRIBUTION TEST REPORT N oo C [ C \ C ♦ N m O O O O d O 100 90 80 70 w z 60 w z 50 w U w 40 a 30 20 10 0 200 100 10.0 1 .0 0. 1 0.01 0.001 GRAIN SIZE — mm % +3" % GRAVEL % SAND % SILT % CLAY USCS LL PI • 0.0 6.0 93.2 0.8 SP SIEVE PERCENT FINER SIEVE PERCENT FINER Location: inches 0 si nu m ze ber size FRET. POND 6"-12" 0.75 100.0 4 94.0 0.375 97.3 10 87.7 20 62.9 Description: 40 34.0 •F-M SAND, TRACE GRAVEL 50 18.1 100 2.7 GRAIN SIZE 200 0.8 ff D60 0.785 D 30 a.208 Remarks:D10 -COEFFICIENTS �- - —- �. #200 WASH S I EVE - Cc 0.92 C� 3.8 UTS OF MASSACHUSETTS, INC. Project No. : 8634 5 Richardson Lane Project : CVS PHARMACY. #1869. CENTERVILLE, MA Stoneham, MA 02180 Date: 2/04/2004 Sample No. 9721 UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Coffman Realty, Inc. Report Date 02/04/2004 Attn: Ben Hartley Report No. 4 1301 Belmont Street Job Number 8634 Brockton, MA 02301 Project CVS Pharm.#1869, Centerville, MA Attachment MOISTURE—DENSITY RELATIONSHIP TEST 130 125 u1+1 a- 120 oe 00 N c N D 115 0 ZAV for 110 Sp.G.= 2.75 105 5 7.5 10 12.5 15 17.5 20 Water content, % Test specification: ASTM D 1557-91 Procedure A, Modified Oversize correction applied to each point Elev/ Classification Not. % > % < Sp.G. LL PI Depth USCS AASHTO Moist. No.4 No.200 SP 6.0 % 0.8 % ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 120.2 pcf 115.1 pcf F-M SAND, TRACE GRAVEL Optimum moisture = 11 .7 % 12•4 Remarks: Project No. : 8634 Project: CVS PHARMACY. #1869, CENTERVILLE, MA Location: RET. POND 6"-12" Date: 2-04-2004 MOISTURE-DENSITY RELATIONSHIP TEST UTS OF MASSACHUSETTS , INC . sample No. 9721 ° Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 0 2/12/2 0 04 Report No. 9 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR construction WEATHER: Mostly clear, low 30 ' s _TIME: 7 : 30 AM CONTACT: David Nolan PURPOSE: Observation of earthwork construction EQUIPMENT: N/A TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑X Staff Engineer ❑ Engineer OBSERVATIONS: On this date the writer arrived at the above referenced project to observe the current subgrade conditions and progression of earthwork. The following was observed: Both the interior and exterior foundations are currently within 24" of finished floor elevation. Slab on grade gravel base has been placed within the eastern building footprint limits. Structural fill/backfilled material used is onsite reworked soils generated from the nearby retention pond. excavation, generally consisting of brown FMC sand and gravel, trace silt. Observed subsoil within the western limits slab area. Stripping of subsoil has not yet been completed within the majority of proposed pavement areas. Subsoil has been removed from some previously excavated utility trenches located within the northern project limits. Part of the retention pond located at the northeast project limits was excavated down to within +/- 2 feet of finished grade, exposing the natural parent sandy gravel. Additional excavation and grading is necessary for completion of the retention pond. The purpose of the initial excavation is to generate a suitable onsite structural fill. Unsuitable and frozen soils were segregated and stockpiled onsite for possible re-use in non-structural areas and/or removal offsite at a later date. The site contractor (DMR) intends to enclose and heat the interior building pad to eliminate frost accumulation prior to proceeding with interior footings and further backfilling. Inspector Premium Travel - Name Time .Hours; Time'. M. Chace No 3.00 3 Hr(s) REVIEWED BY: Chuck Fraser Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 02/12/2004 Report No. 9 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Brockton, MA 02301 Contractor DMR Construction o cc: B.K.A. Attn: Kevin Paton DMR Construction Attn: Dave Cohen C.A. Pretzer Associates Attn: David O'Neill C rj w rt O a� O o rt rh n ~ �-h — - r-r to w a O O (D W �l w "h '+ O (D r- 2) r (D N to rr (Dto o (n r* '< 4 0 0 0 (D (D rt n 3 l ! n N OD \ C V C? F cob�r �� Ca�c � 1 n 'T'oplc�\�StsbS �\ 2. �'rak+ae i al 2 sF�.�s Pry cis cD Z O O `' 0 a ; 00 3 zv CDoCD M D T d UJ W \ �P N y SL N t'1' O 0 N OD 1 � N c n n S Richardson Lane JOB NAME FIELD n I-`�� ,Stoneham,Ma 02180 �3"The Construction Testing -0of Mas—h.wlls)mt. �t PROJECT NO.: SKETCH cQ w F � - lO g® ,At MOU FH k� m p9 ;' IFSTtiG (0,U(erTC— y. . Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham, MA 02180 781438-7755(Voice)781438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/06/2004 Report No. 1 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Contractor DMR Construction Brockton, MA 02301 Concrete Co. Lawrence Co. ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 4000# 3/411 1 No. Of Sets: 1 CUBIC YARDS: 41 SET 1 LOCATION: Footing A line 1-3 and 1 line A-C Total Urnt Slump(in.) 4 3/4 Lab Sib e Area: . Date Date Agee Load Load Fracture ; Air Temp. (F.) 35 No (in) (sq.:in:) Condition': Cast' Tested' Days, {Ibs:) (psi,.), Type° Conc Temp(F) 62 C363 6 x 12 28.27 Good 01/06/2004 01/13/2004 7 71,000 2,510 4 Truck No. 284 C364 6 x 12 28.27 Good 01/06/2004 01/20/2004 14 88,000 3,110 4 Ticket No. 123905 C365 6 x 12 28.27 Good 01/06/2004 02/03/2004 28 118,000 4,170 2 Time 1:30 C366 6 x 12 28.27 Good 01/06/2004 02/03/2004 28 115,000 4,070 3 Unit Wt Ibs/cu ft C367 6 x 12 28.27 Good 01/06/2004 02/03/2004 28 116,000 4,100 5 Air Content(%) GENERAL REMARKS: 1 o Polarset Inspector Pr`em.ium -: Travel. Name ..Time. Hours Time, 5 _..,. .. R. McElhinney No Min Day 3 Hr(s) REVIEWED BY: Steven T. Crabtree FRACTURE TYPES tN II (1) Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Cc: B.K.A. Attn:_ Kevin Paton DMR Construction Attn: Dave Cohen C.A. Pretzer Associates Attn: David O'Neill Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/0 6/2 0 04 Report No. 1 Job Number 8634 Coffman Realty, Inc . Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Contractor DMR Construction Brockton, MA 02301 Concrete CO. Lawrence Co. FIELD SUMMARY REPORT 'Total Pour: Footings A line 1-3, 1 line A-G, G line 1-3 and 3 line A-G Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑X Trailer ❑ Field ❑ Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: A _ Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/12/2004 Report No. 2 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Contractor DMR Construction Brockton, MA 02301 Concrete Co. Lawrence Company ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS.DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 4000# 3/411 No. Of Sets: 2 CUBIC YARDS: 16 SET 1 LOCATION: Foundation walls, G line 1-3 Total: unit, Slump(In.) 4 3/4 Lab" Size Area Date Date Age Load' Load Fracture' Air Temp. (F.) 32 No '(in.) (sg.in.) Condition on. Cast ;Tested. pays (Ibs)': (psi) Type Conc Temp(F) 62 C756 6 x 12 28.27 Good 01/12/2004 01/19/2004 7 71,000 2,510 2 Truck No. 276 C757 6 x 12 2B.27 Good 01/12/2004 01/26/2004 14 85,000 3,010 1 4 Ticket No. 123943 C758 6 x 12 28.27 Good 01/12/2004 02/09/2004 28 125,000 4,420 2 Time 9:30 C759 6 x 12 28.27 Good 01/12/2004 02/09/2004. 28 123,000 4,350 3 C760 6 x 12 28.27 Good 01/12/2004 02/09/2004 28 120,000 4,240 4 Unit Wtlbs/cu ft Air Content(%) SET 2 LOCATION: Foundation walls, 1 line A-C Total` unit Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 34 Nq. (in.) (sq.in:) Condition ; Cast. Tested: Days (Ibs.):- (psi.) Type Conc Temp(F) 63 C761 6 x 12 28.27 Good 01/12/2004 01/19/2004 7 70,000 2,480 3 Truck No. 284 C762 6 x 12 28.27 Good 01/12/2004 01/26/2004 14 80,000 2,830 4 Ticket No. 123948 C763 6 x 12 28.27 Good 01/12/2004 02/09/2004 28 123,000 4,350 2 Time 11:00 C764 6 x 12 28.27 Good 01/12/2004 02/09/2004 28 123,000 4,350 2 C765 6 x 12 28.27 Good 01/12/2004 02/09/2004 28 122,000 4,320 4 Unit Wtlbs/cu ft Air Content(%) GENERAL REMARKS: dnsp'ector Premium Trayel Name. Time Hot.rs Time _.. R. McElhinney No Max Day 3 Hr(s) REVIEWED BY: Steven T. Crabtree f FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar 4 Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/12/2 0 04 Report No. 2 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Contractor DMR Construction Brockton, MA 02301 Concrete Co. Lawrence Company CC: B.K.A. Attn: Kevin Paton DMR Construction Attn: Dave Cohen C.A. Pretzer Associates Attn: David O'Neill ° Of Massachusetts 'The Construction Testing People' Page 3 5 Richardson Lane, Stoneham, MA 02180 781438-7755(Voice)781438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/12/2004 Report No. 2 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Contractor DMR Construction Brockton, MA 02301 Concrete Co. Lawrence Company FIELD SUMMARY REPORT 'Total Pour: Foundation walls: A line 3-1, 1 line A-G, 3 line G-A, G line 3-1 Method of Placement: ❑X Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑X Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 5+ Number of slumps out of specification reported to If rejected Approved by Remarks: Of Massachusetts 'The Construction Testing Pe.opW -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/30/2004 Report No. 3 Coffman Realty, Inc . Job Number 8 63 4 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Contractor DMR Construction Brockton, MA 02301 Concrete Co. Lawrence Co. ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 4000# 3/411 No. Of Sets: 1 CUBIC YARDS: 9 SET 1 LOCATION: Footings 2B, 2C and 2D Total'' Unit Lab Size Area Date Date Age Loads Load Fracture Slump(in.) 4 Air Temp.(F.) 20 N, )_ (,Psi.) TYP.e.° Conc Temp(F) 45 o (m);. (sq in:) Condition': Cast. Tested . jDays (Ibs E457 6 x 12 28.27 Good 01/30/2004 02/06/2004 7 65,000 2,300 4 Truck a 286 E458 6 x 12 28.27 Good 01/30/2004 02/13/2004 14 100,000 3,540 2 Ticket No. 1219182 E459 6 x 12 28.27 Good 01/30/2004 02/27/2004 28 119,000 4,210 3 Time 1:15 E460 6 x 12 28.27 Good 01/30/2004 02/27/2004 28 116,000 4,100 3 E461 6 x 12 28.27 Good 01/30/2004 02/27/2004 28 118,000 4,170 4 Unit Wtlbs/cu ft Air Content(%) GENERAL REMARKS: Inspector ;:Premium Travel Name Time Hours Time D. Lent No REVIEWED BY: Steven T. Crabtree FRACTURE TYPES r (1)Cone' .(2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar cc: B.K.A. Attn: Kevin Paton DMR Construction Attn: Dave Cohen - Attn:,,,C.A. P.retzer,Associates - _ ,,... ., ti ° Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 01/3 0/2 0 04 Report No. 3 Coffman Realty, Inc . Job Number 8634 Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Contractor DMR Construction Brockton, MA 02301 Concrete Co. Lawrence Co. FIELD SUMMARY REPORT 'Total Pour: Footings 2B, 2C and 2D Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑Vibrator ❑X Other Other: rod with shovel Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box © Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑X Heat ❑ None ❑ Other Slump Specification(in.) 4 Number of slumps out of specification reported to If rejected Approved by Remarks: Dave Nolan was informed of low concrete temperatures. 4000# psi concrete placed 3000# psi required by job specifications. — — (�BD ��lcMouT H ���vtGCu�(.(C M q Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 01/12/2004 Report No. 2 Job Number 8634 Coffman Realty, Inc . Attn: Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Contractor DMR Construction Brockton, MA 02301 s\ CONTACT: Dick Cohen .TIME OF INSPECTION: 7 : 00 AM TIME OF CONCRETE PLACEMENT: 9 : 00 PM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Foundation walls: A line, 1-3; 1 line, A-G; G line, 1-3; 3 line, A-G; VERIFY: REVIEWED ATTRIBUTES Yes No Coverage X Clearance X Cleanliness(heavy rust,scale,mud,dirt,oil,etc. not permitted) X Bar Supports X Tying X GENERAL REMARKS: Forms oiled in place. Inspector Premium Travel Name Time Hours Time R. McElhinney No REVIEWED BY: William P. Crabtree / �Q cc: B.K.A. Attn: Kevin Paton DMR Construction Attn: Dave Cohen C.A. Pretzer Associates Attn: David O'Neill I ° Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane, Stoneham, MA 02180 781438-7755(Voice)781438-6216(Fax) Pre-Placement Reinforcing Steel Report Report Date 01/06/2004 Report No. 1 Job Number 8634 Coffman Realty, Inc . Attn: Ben Hartley Project Cvs Pharm.#1869, Centerville, MA 1301 Belmont Street Contractor DMR Construction Brockton, MA 02301 CONTACT: Dave Cohen _TIME OF INSPECTION: 12 :00 PM TIME OF CONCRETE PLACEMENT: 1 : 00 PM Immediately prior to concrete placement, an inspection was made of the concrete reinforcing steel by the field technician. Due to time constraints, some reinforcing details were reviewed for general conformance to project specifications and applicable criteria. This was done to assess overall cleanliness and general clearance requirements. AREA REVIEWED: Footings: A line, 1-3; 1 line, A-G; G line, 1-3; 3 line, A-G; VERIFY: REVIEWED ATTRIBUTES Yes No Coverage X Clearance X Cleanliness(heavy rust,scale,mud,dirt,oil,etc. not permitted) X Bar Supports X Tying X GENERAL REMARKS: Inspector: Premium Travel: Name Time: Hour's Time R. McElhinney No REVIEWED BY: William P. Crabtree W� CC: B.K.A. Attn: Kevin Paton DMR Construction Attn: Dave Cohen CUS ID 8o FACr►'bvi1f R D rVr��l°L)iL C di1l� SrCCC, °. Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Steel Inspection Report Report Date 0 2/10/2 0 0 4 Report No. 1 Job Number 8634 Coffman Realty, Inc . Attn• Ben Hartley Project CVS Pharm.#1869, Centerville, MA 1301 Belmont Street Contractor. DMR Construction Brockton, MA 02301 WEATHER: _TIME: 7 : 00 AM CONTACT: Dave Cohen SUMMARY: A visit was made to the above referenced project for the purpose of performing a visual inspection of the field welded and bolted connections within lines 1-3, AA-F at the roof framing. This inspection revealed the following observations: 1. The visual inspection of the anchor bolt connections revealed all connections tightened and acceptable. The visual inspection of the field bolted connections revealed all connections tensioned- -- - and acceptable. 3. The visual inspection of the field welded brace connectionsbetween the first floor and roof revealed all welds complete and acceptable; reference detail 10 on the S3.1 dwg. 4. The visual inspection of the cantilever moment connections at the A-1 column lines re- vealed unacceptable top and bottom flange welds. No backing material was used to develop the full penetration requirement; reference detail 5 on the E-2 drawing. S. The visual inspection of partial penetration welds at the E.6-3 and E-3 columns were complete and acceptable; reference detail 7 on the E-2 drawing. 6. The project superintendent was informed of these observations prior to departure. GENERAL REMARKS: inspector,` Rrem�um_ r Travel A Name Time Hours Time S. Alikonis No Min Day 3 Hr(s) REVIEWED BY: William P. Crabtree cc: B.K.A. Attn: Kevin Paton I DMR Construction Attn: Dave Cohen C.A. Pretzer Associates Attn: David O'Neill y j FIRE PROTECTION FINAL REPORT To the Building Commissioner: I certify that I, or my authorized representative, have inspected the work associated with Permit No. dated, locus, CVS Pharmacy, Store#01869 Rt. 28 & Strawberry Hill Road Centerville Massachusetts Ward (On periodical occasions during construction), and that to the best of my knowledge, information and belief,the work has been done in accordance with the Permit and plans approved by the Building Department and with the provisions of the Massachusetts State Building Code and all other pertinent laws and ordinances. Paul D. Sullivan, P.E. —40402 ENGINEER-MASS.REG.NO. ?AUL D. Robert W. Sullivan, Inc SULL VAN COMPANY =? FIRE PROTECTM NU.44A92 �sb gisT Union Wharf Condominium, Unit 302 N-AL�'� 343 Commercial Street, Boston, MA 02109 ADDRESS (617) 523-8227 PHONE FIRE PROTECTION ELECTRICAL FINAL REPORT To the Building Commissioner: I certify that I, or my authorized representative, have inspected the work associated with Permit No. dated, locus, CVS Pharmacy, Store#01869 Rt. 28 & Strawberry Hill Road, Centerville Massachusetts Ward (On periodical occasions during construction), and that to the best of my knowledge, information and belief, the work has been done in accordance with the Permit and plans approved by the Building Department and with the provisions of the Massachusetts State Building Code and all other pertinent laws and ordinances. OFSs Daniel A. Hurley, P.E. —41825 p G ENGINEER-MASS.REG.NO. ELECTRICAL c�n Robert W. Sullivan, Inc NO 1825 COMPANY s SpNA Union Wharf Condominium, Unit 302 343 Commercial Street, Boston, MA 02109 ADDRESS (617) 523-8227 PHONE ELECTRICAL MECHANICAL ENGINEERING FINAL REPORT To the Building Commissioner: I certify that I, or my authorized representative,have inspected the work associated with Permit No. dated, locus, CVS Pharmacy, Store#01869 Rt. 28 & Strawberry Hill Road, Centerville; Massachusetts Ward (On periodical occasions during construction), and that to the best of my knowledge, information and belief,the work has been done in accordance with the Permit and plans approved by the Building Department and with the provisions of the Massachusetts State Building Code and other pertinent laws and ordinances. Paul D. Sullivan, P.E. —42798 � yZN OF)WAs` h ENGINEER-MASS.REG.NO. PAUL D. v+ SULLI rm Robert W. Sullivan, Inc MECHANC& COMPANY ,0 9 No. 796.40 � 9 ��a ' Union Wharf Condominium, Unit 302 L��G 343 Commercial Street, Boston, MA 02109 ADDRESS (617) 523-8227 PHONE PLUMBING AND HVAC G - - PARCEL B ow 14 LOT f .! 2.46f AC.', SEE Fri rr � 4 sIA, °JX.- 't ZONINGZ ter.=, DISTRICT - RD-1 a / ZONING DISTRICT HB _ oo LOT z f- 4/�C♦' - PROPOSED EXT SIGN(SEE NOTE) / TO BERAZED PROPOSED �s I! \�� j ExtsllwGF-R ``` /' 1 1 / UILC{^il SIGN(SEE L' NOTE) �o - \� - v\ 7 !//TO BP.ZFC/!. �. B ROUTE 28�pC (FALM ROAD) AD) Cqp / �' t / . > 1 n,>! / � IBER,M .. 66 �- /, , ,_. - SITE MAP J t © ,O7 .� /7, R� / / >r ` / � NOT 7T1 SCALE ZV P � �, ZONING NOTES FIRE LANE PROPo m DO NFL NOTO % ��� r� MAXIMUM PROPOSED'. - m eY/Ra Reso HB ZONING DISTRICT ROPOSED ENTER O7/RB tgtyp�APQ7G ,� p I (/ `.` o s1m MAXIMUM COVERAGE BY BUILDINGS 30X 9.1X AREA SIGN(SEE NO710 - - - �•-�,•�-----61 -- '-- � GROUNDWATER PROTECTION.DISTRICT - MAXIMUM COVERAGE IMPERVIOUS SURFACES 0% 47.3% H OPEN SPACE: 5OX 52.7% PROPOSED PHARMACY y cyi T (Tw—) SIG!(SEE NOV S, Q I {!,r? _ -�" 45'MIN..: Q/R8 24-(TYP) o I 1 F�FN D rSED CURB _ RETAIL%PHARMACY ' ; �� PARKING a. Z7' ® j t © 1 /9,750tSF. o, m 67 o'�or REQUIRED PROPOSED D m ( ) UILDING AREA O' 1 SPACE PER 200 S F. OF F. 7.00� _ _ j E`f a GROSS FLOOR AREA: 9,750/200 49 67 _ o 1 m o -• SIGN NOTE: 2 p ® 1 �.( g y LOCATION OF SIGNS TO BE - 201(�) 24'(TIP) COORDINATED Di FIELD. _ GRAPHIC SCALE :b 19 1 RAMP c.wnscaPrNc AREA' � �• L-- �- --2- - PROPOSED 90£NA(X- _ a �-s r`,c aoa zo To 0 20 so TABLE OF CONTENTS 2, (IN M=) LAYOUT PLAN 1 OF 5 • �� ® � I ® 'h`'-m `L EXISTING CONDITION PLAN 2 OF-5 © t6„ 1GR ADING. DRAINAGE & UTILITIES PLAN 3 OF 5 g s g I ac N OTES GENERAL DETAILS 4 OF 5 . PROPOSED SEPTICSYSTEM DETAILS S OF s ® CROSSWALK I t e�a 1. BUILDING NUMBER1072, 1080 1OB6.F.ALMOUTH RD. 3 Ro w NI 1'C+DE P.__�i A PROPOSED PHARMACY z .► -� _ -1 I /� SIM(SEE NOTES 10, 20, 36 WEQUAQUEf.LANE S.'m - s3 R I i S /o 756 STRAWBERRY HILL RD. O C I t ; tbs-end..a s,.h tb-m tn.-9-V-).h. .1 m. .Pe�awd rno►seto a s. >v . : . . , , .w.m...tN.P 3. ZONING DISTRICT:RD-1, AND HB _ W..PQ*m>P.ms> my..oaeba Q.tom ems. r l -- --1 - __ + 4. FLOOD HAZARD ZONES: C (� d t= n..:e ae a a mca.0%t,K _ i - -- a 5. BENCHMARK AS SHOWN MONUMENT SIGN' , I n I CAPE BERM 1 ; � L - � 6. TOPOGRAPHIC INFORMATION COMPILED FROM AN Q vs.N, o LEFT TURN ON THE GROUND INSTRUMENT SURVEY 5 I N �1 I tt is I stet(SEE NOTiy� 1 4 7. E7EYATIONS SHOWN ARE BASED ON THE NATIONAL , TO 8.RAZED ; - ,i-._ r. - - ♦ N1 5/22/D3 SIRAK 30W Hal M EKTRANCE ADO 90E WIf RLR GEFEEN VERTICAL DATUM REVISE PROPERTY LINES AND RELOCATE BASIN 1 PROPOSED EXR / E?7Str;G a REFERENCE- PLAN OF LAND IN BARNSTABLE; MASSACHUSETTS a PROPOSED'S FT. MADE BITUMINOUS CONCRETE SIDEWALKS__: J t PREPARED FOR D.P. REALTY TRUST-BY VANASSE - 9' 4 2s 3 REVISE Duus7ER AREA AND TOWN SIGN RLR -rus $ s - - / 1 SIGN (SEE NOTE) EBE'RAZ , / /D i E �n,iG , TO 3F RP.ZED THIS LO IS COCA INC. DATED JUNE 6, 19ZO R=?5.00 "` "'�+� r 7 9. THIS LOT IS LOCATID IN A DEP APPROVED ZONED 4/14/03 REVISE PICK-UP AREA Atro PRaPostD uTIUTES LOCK TMS L-39.71f .1 - - TO BE F02= ; 'I 24' Py+ . FLusH m* a DATE DESCRIPTION Drawn eded a l 313.68' _1 (WPRO(�NOTE) — ® R E V 1 5 1 O N S N 89ro6'4a-w LAYOUT PLAN LIAR �p SIGN(( NOTE) OWNERS:SUSAN WINET STEVE MELE SITE PLAN og 4 COMMODORE DRIVE, UNIT 222 BELL TOWER MALL PREPARED FOR a E MERYVILLE. CA 94608 1600 FALMOUTH RD.. STE. 29 " ROUTE 28 (FALMOUT�1„ ROAD) IN CENTERVILL� MA.026M MAMMOTH ACQUISITION COMPANY, LLC N l ,,� - KJERSTE soDERBERG, 7RusTEE EEI47ERwLLE BARNSTABLE MA o WEQUAQUET HEIGHTS TRUST $ s 20 LNWO!cO SQ. ..FLUSH a ( SWtiE VMTE ONE - BOSTON. MA,02119-1545 SCALE: 1' = 20 gDATE:MAR. 21. 2003 Do- es and TRAFFIC LIGHT PAVED BIKE PATH - APPLICANT: _ civilkmg engineers and land surveyors C CROSSWALK RAMP SIDEWALK NOTE " MAMMOTH ACQUISITION COMPANY, LLC olmouth ma.02540 08 548-9672(FH CONCEPTUAL DESIGN OF BITUMINOUS CONCRETE 1301 BELMONT STREET, SUITE 300 DRAWN: RLR CHECKED: TMS l g e SIDEWALK SUBJECT TO CHANGES _ BROCKTON. MA 02301-4439 C\COFFMAN\201370\20137OsP-R2.dwg JOB NO: 201370 DWG. NO.:80-1-28C I SHEET 1 OF 5 r V SURFACE COURSE (YHD SPECIE 'NS) T'SURFACE COURSE CAPE 000 BERET REFER TD PLAN FOR - (MHO SAEGRCATON51 REFlA 10 LAYOUT LOAM 6 NO 14RUSVIO ON GROSS 2'--A COURSE 9oEY,'ALX LOCATI[N, at TO PLAN FOR - - SHEET FOR LOCATION NYDRD-SEED EXCEPT WmE DW ARE - (MHD 6PENFICADONS) SEE DETAIL BELOW CONCRETE CURB PU) �.. I•GRAVEL BASE COURSE LOOI'ININ Y BINDER COURSE• F1 MMON o , BM I CUTTER ` + tr GRAVEL BASE COURSE MHD SPEancAnON51 r FINISH COURSE . LOAM& UNE , IAFE CIMERa tY / HYDRD•S® I I • LIME - "Y BINDER COURSE <. .,t•v�?� . ' LOAM CUT SLOPE OPPf SLOPE , t2 ,x •. •.`Y PLAN HQRI MtTA orm • PLAN - 7FF R 4 I .. �.•t•y, PLAN -CROSS Y ... .. .. SLOPE COMPACTm SUBBASE .� .•. .. ... ... .. .. - - CA FILM CUT BERM TO PLAN F'Olt CpIPACTm SUBBASE BERM lDCAnoN, No CCNrnEtc .eDL of PPE OORTA/D CEMENT SEE DETAD Bmw (^u"ND 1 2 AY_- P 1"'r'� L A �L CAPE COD BERM DETAIL OR Firms D _ NOTES. PARKING CROSS, SECTION (A- 2D 4yewAY ATNO�Nw i A ). t/z• t' .- Yr GoiiaoEY�suu SEE STAR D. a: . , L. scALE t/6•. t' �� � sIORr PCCE or PPE „ T 28 D ri D P9 MUST PARKING CROSS SECTION ,(B-B) V PLAN_ RFQtfevo. t �Lv�r •i uWMreb;nu>wreEa EAxPL WR9N0 1. aWb eRs9fufeldl!CaMaR•R s>oLwiKx PLAN-..PLUQ PLAN- PLUGGED TEE eE 9IPPORrtL ANO A oMD N ATE f SCALE 1/8' 1 � ID XINT RESTRAKW FOR PAMOIT amf EQUAL CHAMFER YI'L"M A SM a FE YEO[IRFFII le RAM--i 1 1/Y 77 - •- - MOIrIY rlNllf ROCA BEAM AREAS - 4. 9'�INYL BED ARE T�1O WIN•11EOw ENO TNT+. _ AN HORA D TAI S RmRAaTr a APP, eauu SEE rnme scow a am r MTa 1 1/r B ODI PA EFTS t 90UTAE U ,o s calve"'ORAUL BE uErr aEAR or sail A m suweur _ �+� r mASAa DVa r VEMW - PWE , NOT ro SCALE itFOUtAt4GW JOSIM AM SHAD.NOT RflE1vEER: AIID taool D' woOO S 2 3 - A- r Y WIN FUTURE DM ARnM or imm eNSTok BAD oowAlTm s ewlnE " r SAW art AUTO F,WMO[ERRII�SEAL J s • S 4 Comm Olt,"..S EOm Ps COIC" REFER TO LAYOUT12 { �O� BOND N aEMN SHEET F'oR LOCATION _ �. k :�1•:',l: - r�OevACiEO - - e • °�L - D,�aae rETa EAOt.nN» PRE-BAST fADrNE IUEBmt1BR ro ;. II71M111 FLL w1Ex.4 wIEwE -8' 1e ,o , 7 EUM bNr) r EWL ourL y CURONG P UR AND CEYENT CCNcaETE SFDEWAIR/ u e r,K MErnurCO1PrcALT B• F e. 4: ''+ �- ,` .. 1�Y� _ --� INDUI ALL PAYt9 ARGt * CNAMFER GRANITE CURB & BITUMINOUS SIDEWALK DETAILi'F24MCOURSE Ae�m SCALES 1/2'. 1' r 0•lOq oolResE o L®ARON FOUNDARY MODEL LF-246 •j:: :' r mVsl e I • .FRAME AND COVER OR EQUAL - . - - J �mWAC,m.ssuueE• Q Q a "v`'(7piA1O•N�,p,"y'�:t.��.^ .,.. t YMORRIOLY CiYP Y-4' _ (,,`� �� _ D 5 atO Mar _ o BRICKS TO BE USED FOR N . r IYL OIA��n GRADE ADJUSTMENTS r eG1loTlo s11M�/r wa.Eriri FRAME TO BE SET IN A ` T ARE CO. ONCRETE SIDEWALK DETAIL t B SQUARE C FULL BED OF MORTAR WATER SERVICE E' mCE CE aoEwrAtx B 24' Y SCALE 1 _/2'• 1' TRENCH SECTION ', sRxwALK eel RAMP -n115N MnN P_wferr 2e1 RAMP NOT TO SCALE ((-r -- . 48'tt' DIA. NON-SHRINK GROUT - .• I t u m "0�� - CRAW LE APPROVED C?1� AUON LATH E)dS7NG I EQUIVALENT •(E� EDGE OF BIKE PATH �l• I �j•. HEIGHT OF RISER GAS TRAP PRROPOSED S1L►� I rE , SECTIONS VARY OUTSIDE DI0. of CROssINC STa� - HANDICAP RAMP DETAIL 'I FROM 1' TO 4' PB10W ORBENT PIPE+ 2' SAWCUT. BIKBATH pmNG SCALES .1 R s 10' tIN MIN. C FOR CVS} 1 PROVIDE 'V'OPENINGS . .EXISTING _ CO811U INRAMP UI POLE SIGN NOTE• , 5. • - LOCATION OF SIGNS TO BE L , 30' •'L CROSSING 2 C , C OORDINATBD IN FIELD. BITUMINOUS JOINT SEALANT(TYP.) FLUSHED PITCH p� E165TING OR. A P+ 0°- EDGE OF 81.E�PANG - PROPOSED CURB . S. MONOUTHIC BASE ' PROPOSED STEEL REINFORCED, TRANSITION CURB . •. . ...' - CONCRETE 4000 PSI 28 DAYS p0 EXISTING EDGE OF r ._ 'PI w , .. SET ON - - � �- PAYED BIKE PATH-. .. •� - � - •o ... UNDISTURBED BASE ' G FLUSHED TYPICAL SOLID CATCH .BASIN CRO PITCH PROPOSED 5 FT. BIKE PATH RAMP DETAIL x PITCH G°"GRETE SIDEWALK Al SCALE t/2" 1' y• ��•� - 3 m1�y D SCALE: 1/4• ti r-MASSACHUStM FRAME e STANDARD Ito SITE SIGNAGE MASS I P.W TYPE A-t .. .. #.. .. D1A FRAME SET INWU.BEDOFMORTAR s SIDEWALK RAMP DETAIL N . PROPOSED NOT TO SCALE _ ..c TRANSITION,CURB- BRICK a MORTAR FOR GRADE ACJ,Is1YENT - - - - PROPOSED aRa ` - SCALE: 1/4� 1' 2r COW _ -CROSS COUNTRY I PAVED STREETS - s 5 ., VARIES A� �u (SECTION vS W AHD suUF-eASE : As 910YM p1 Tte4D DETAIL 8�B��p r SAW CUT AN AND burr JgNT wvIET<E PLAmeFlr I Iee®R PrdAmTaeal lere°'s'O Er• 4De wnollart IRON OR stiti SUOO A_ r , FLAT d END SECTION pia.) ' �°`(N�Er DaoUml a sta ff elr ss++ebal Q alf� . STEPS STAGGERED . .. .. _ .. . R�O16C19i DID.P9y O7On tlM DdmM l e�'!E@,OC NC/OBM Md '• RH04TiTS VARY v r MFI,COMPAOTm " }* Y am STONE _�•!� �Deb Not FEoteo Tim eTPAo�ar t1E31,n� R� ' VET: _ Bit b 10 1•TO 4• 48'CIA. .. COLDION FLL WTETaL MAfO1R1Y f; • .. 1.M&STONE(T1PJ rnunl Waa. . 5/22/03 ADD BITUMINOUS CONCRETE SIDEWALK.DETAILS RLR STONE SEES e•.COEIPACT IN IY .. . uFTs xITN X OGv BAutrEL TO BE 4,„-,p•UNDER ALL P � r. ' ' E � TO BE RAai4.� DESCRIrz PTION Drawn hecke -.DATE - PRECAST CONCRETE LIFTS�>IN' ( w"v�it _ r-r.. R E V I S 1 0 N S MONOUTHIC - - * Mn eYPtU 4 O.NW Pto"4 CONSTRUCTION DETAILS sE<n DNWSIUItBm , L DNs EARTH fi �.,,...,,. i•TO s OW r LAP FATSOC • _ FILM-.MEW OF � � . - � � SITE PLAN . FLOW RA TYPICAL STONE 4P1. Old PAD + PREPARED FOR IY ADS N-/2 3/4'fAU5E1ED STONE -p• SCALE: 1/4• s 1'-0' `'�°' `� - I 9' •',d,a a•���a MAMMOTH, ACQUISITION COMPANY, LLC PIPE AND S/4'CRUSNID SiOME TO DRAIN PIPE' V OLA STONE(TYP.) t w s.Met imM'Ii,4 IN Un[aURRouUI. er Ca+sntuenaN REFER TO PLAN To 2'DIA. STONE(TYP.) �•..e.�h s..f wa •.F.w... tY MIN cRus+m;TONE FDR iY DETERMINE STONES To 1y N.t b r CENTERVILLE BARNSTABLE MA FABRIC Mlnl A MIH 1 FT.OVE1iLAP MAMETTFt PIPE,24'MIN.CRUS1W BE RAISED 6' `MEIERw e w IM •SET.ON SOLID BASE BNOTt MAMETER+' lA MAN STONE V12 INCHEWITH S. - LOAM h SEED ALL •P•� . TYPICAL SECTION PAYMENT wlDTN DISTURBED AREAS 2" WATER/6' FIRE SERVICE INSTALLATION SCALE: AS SHOWN DATE:MAR. 21, 2063 NOT TO SCUE holmes and megrath, inc. DRAIN MANHOLE ' , � �v,E� etVaT engineers.and land surveyors SCALE 1/2" 1' DRAIN & UTl ITIFS P(p s mom rFw•fy,we•�SNww me oat vdA w%em a Fd1Op wet.M•EL 362 enginegIfford street 508 548rs3564(PHON TRENCH SECTION SEC710N A-•A ° ' fOlmouth ma. 02540 508 548-9672 FAX SCALE: r/2' ' r - SCALE. 1/4• . 1'-0• DRAWN: RLR CHECKED: f C\COFFMAN\201370\201370SP-R2.DWG JOB NO' 20.1370 1 DWG. NO.:80-1-28C SHEET 4 OF 5 5 • i i1•,bh W.&above and Mkoent to.yawn drat dap.asvy at a mh or 2x , 4•dbm w or Sehwhd.40 PVC pip.(Ugh t kkt.� U- W DIFFUSORS First 20'mh dbtw,. ,nuedllg •deo a(wddn°q t-) � � � ` H OF'STONE ALL - ` a.ic�enOPfLa fd mk.dbtma Y.ttl From.and Cover ...e. PaoPosm ogouNO smFAtr wd m mkh.d Grade { r tzd : 1:' :.ti` .';A. ::��` DEEP OBSERVATION;HOLE LOG NO. 1 `` tV Sao r P • 4.0' 4.0 ' 4.0 .. • 48 - SOL iExlurtE SOL COIM SaL �9 s• w. ..,.. f�wou°tp • Manhale •• e•Pw.• D25TINe GROUND B a 9 DEPTH EIEV. H Solazro+ (USDIa (MunM) YOTTLMO �• o tr a s•aot ': .�• .-• ... Man hale a• w pry. �, e'leyr o/wdwd ao'tF. Manhole a-Pw Plp, y r PVC y6. y'� 2'layr er�•to i �z•• '. °'"yaa�'t0A' 1500 gagon SepUe Tank s•aoos. ..• s-aoos to•ts. •a.hwl.ton. y' dlsr A 's4�rca4lr tef'tF. tr lf,s.asoa a.m e B STAOr taut 7.J Hr d�lr At2VE .Ta:ae4 F2Z °d'"1 D.v..ezes g a bompoddid.�ta�i:d "• .:-. s-oo04 p o ::' .•. rs=JC ma Cl Y.d/t�>•.swc r0 as 6/! Aave IOr ow tYz eaoA."; •,�. , e'lapr M am.hed -disc p . y e _•: •.r:•:. ..,' • ownp-dw etm.• e'iayr M " ;:�.: '4 S°='144' =7 . C2. 1/.R/L}ia S4ND 1.1 tR!/b 0 Fa,e,Oetlon ,•„•• , auwed . F1ordIlNe.ar . . .. Md{/LTx S Vq 10 Ha d/4 dews tl 7 7 . aompodw • S4ND 7.d-w /4 1.5 f .tan. 4 C LATER or aNINtD COMPACTED STONE - IL-o �.t a t!• - WAlE4 EMYILWIDPID 1w, =0 • . . . . . . . . . . . . . . - - around hRtreetor - E OBSERVATION s = s' 0 , Y , An dt90TdVD DEEP OB ON-HOLE'LOG'N0. 2 ` SOIL -SOL TEXn1Re SOILCGIdIt ,SOL �OTHEg, "DFPTN F3EL: 'HORIZON (USDA) M0771,DH0 exYneutee e SECTION A—A a:7 J #AD Fall SCALE. 1' 4' - - "' SEWER MANHOLE .t7•-n lad Cr: 'dad/1Ssa sAAD za.He. 261 44 Aave sell¢ gW.•ELEY.a'6 -� SEWER MANHOLE ' .Tas INV. ELEK-63.53 n0=7 doe 0... S4W 'to rR?A Matt- .Ss•oetttlt ` 7E10 a - y 1 h. > Aa Oaa/MO1TT17TR EMLYrN7Dam I Pis-and awr wt oMk : - .Po.r and a V wehk - - .. rot Ikldnd groaw -. •: r : e•ei enw,.d - - - - YICTALL,NK. SOIL TEST - ' - aS o Ensimw a mm PRCWasw CVS Date tof aken son b test y. R. 05/2LIZA I oRIVERA 4 Results witnessed by, SAM WHITE Percolation Ground water rate: NONE ENCOUNTERED .r o d o Ty o e o e - SEWER MANHO(E - - sac _ ...�..,_ _.,,..•....._.,_. ..:..�.._._.. .(ajrwTraeFgs>ae rmH4c�sta,E•AUARowm �.....� o e o 0 0 :.,a_ia i•• te} INV. ELEV-64.06 , DESIGN .CRT T te,�• w. �._.._.... TERIA• a R ark Building (S.F.): 9,750•:Equivolent to 50 al.'s 1000 s of deubl.■o.h.d COWMACTOR SHALL DIGAVAIE Y ALL ARaTnw - ` - » g / f Sow°Maws Obft al d THE LTiAaeHO =UN UTT RLE T TAL AND _ _ SEPTIC LAYOUT - Garbage disposal unit: No LAYEA.Rt]IOVE All UNSIRARI.E YAtFTeAL AND Rw ACE wTN 11 WM WAND as Leaching area - capacity required:488 gal.'s/day s40 ' THE SPE�iGTION$SET raRiN a mo oA SCALE 1'=10' Side area proposed:capacity sq it Bottom area proposed: 576 sq. ft. SECTION B-B Total area proposed: 696 sq. ft. SCALE: 1' 4' Proposed leaching capacity- 515- gal.'s/day 11, -0" FRAM TYPE supply. -.. edu��YI!STAtwARD .. Walter Town MASXO-P-W A-1 Precast concrete units: H-20 loading design •y •. !. - OISTALL IUFTITE S'®LEVELM • :'!- •.•'••. ••:.:•• ••- •. ►: - . 24 FRAME SET d PULL so OF MORTAR ON ALL OUTLET PIPES ALL OUTLET PIPES FROM THE GENERAL NO I S bleat a MORTAR f`'OR GRADE AD•AATYENT - 21' :CONCRETE COVER DISTRIBUTION a=SHALL BE SET LEVEL FOR AT LEAST 2 FT. T No ahaht 40 this a �2-20' Diameter Access Holes i 2r� g� ) qe system shall be made unless SECTION approved In writing by hohnes and mcgrath,Inc. i ALL ACCESS MANHOLE GLOVERS FOR 2) Subject to Inspection during construction by the 10 SEPTIC TANK, DISTRIBUTION BOX, a1Rtr y eaEr _ Board of Health and hotmes and mcgrath, Inc. JD' 3) Heavy construction equipment shag not travel INLET OUTLET AND LEACHING STRUCTURE SET MORE LNLOUfiiTIRON aR STEEL TEE b r r a) Oter disposal is ya�tem sternIII during or after oonstruo�non• THAN 8" BELOW FINISHED GRADE, Ram SnPi STAaGTAED tdth Tillie 5 of the State Environmental code. SHALL BE RAISED TO WITHIN 6" OF HIMTSS VARY` $ 5) A copy of these plans must be kept an the site FINISHED GRADE 1'TO 0 J0' during the time of construction. r '�° 'CROSS—SECTION - _PLAN. SECTION e) A copy of thee.plane must be furnished to the contrgator conetryeting the dibposal system. . - f 7). Before backfgling, the contractor shall notify 9 HOLE DISTRIBUTION :BOX holme, and mcgrath. Inc., and the Board of Health ': •:' '•: ',; �4 , • ,� PRECAST CONCRETE meat a MORTAR oR SCALE 1" 2' Agent to Inspect the System as constructed. YOITarRaC CONK FOIeFm BFVERi - 8)-If the contractor encounters any VertoUOn between STEEL REINFORCED PRECAST CONCRETE FRAME at•covER' the exKUng eondipons shown on the plan and the . OVER'YS'. 0'S - conditions encountered on the sits, or ony soli condition differerf than shown on the 301 log, or PLAN VIEW Flow -- P-4i. vATnEa any adverse cog, the contractor shall Immediately "' - aontaat hdmea antl megroth,.Ina Holmes and -PRECAST CONCRETE - ,_ mograth,Ina wN bzamMa the cog condition•^n may - and report to the owner any suggested revisions, 6• � REMOVABLE COVERS � TANK RISER 6' - SET ON SOLID BASE I TYPICAL SECTION isles.cw Term sass&ftas t o vet FAtpar,or F oftosaW • 3 min. deoranea required l (p ee Penes r prcons. per makipal r eMr C=acrs co see Phas INLET °D INLET'T" - .. - re.ry rey tidT ell sa4ntcrifot eaTtQ3sgp &V 2'min. Inlet to outlet E - - - - �)lids Ptst TreAs iM Pr+Prb C Ne'4TMe A Na®gae eta . E Uquid level m OUTLET - - Seat a MORTAR Da INSPPEECTTIioN�wt C-0' • o CONC Fats®INVERT►OUED NwLr SHALL 5127✓03 Ra TTE SOIL j s TEST BSSOREMON p�MFORMA RUt ta'MIN g._o. aA aaEi ME Nearer a DATE DESCRIPTION roWn hecke 4-D ep• _TUF-TITE R E V I S I 0 N S Liquid depth 4''a'mini 70 uqurd depth CONSTRUCTION DETAILS GAS BAFFLE VA SITE PLAN h, ! 6- 0 QO PREPARED FOR to'-o• 5'- r FORMED INVERT DETAIL � 0 C I L� o MAMMOTH ACQUISITION COMPANY, LLC CROSS—SECTION _ IN END—SECTION SEWER MANHOLE ('°)r"' �D "'�°" CENT�VI� ' BARNSTABLE MA - oPHDlwas TYPICAL 1500 GALLON SEPTIC TANK . SCALE: 1/2" = 1' SCALE: AS SHO WN DATE:MAR. 14 2003 SCALE: 1' 2' TYPICAL FLOWDIFFUSOR holmes and mcgrath, inc. (M-20 LOADING) SCALE: 1' 2' civil engineers and land surveyors 362 gifford street 508 548-3564(PHONE fairnouth ma. 02540 508 548-9672 FA DRAWN: RLR CHECKED: C\COFFWM\201370\201370SP-R2.DWG JOB NO: 201370 JDWG. NO.:80-1-26C SHEET 5 OF 5 PARCEL a ALl9AWU URVtY ROD - . p / S ww - r 6-1 e+'p� dp tvA` � A ?��?' 4 _ u'ns IRON PIPE �'� ♦ JF'J �I^0 °, �D4& _ aacw - >� b :\ _ ro TREE OC ZONING D��TIOT ' RD-1.. '\ - �. �0 ,L0 LOT 2 ION GAY. 2 ry . ZONING ��� k / :. A : Br DISTRICT HB. l PK.NAIL q FR SET OB-18-02 u w. P4 S�y ROM 20_(FAUAMnW .ROAD) +.. '4 k �'�°4r FogMQt PaoPrr LINES, SITE MAP p It, � NOT TO!GALE 4' Strom .At �_ r ' eQU eRUs/Y I +1�hFl j +a, aHaAAaoT �U ,EAD N,R6w } nm POLE wATM VALVE r am UK ANCHOR OUN VALVE sm ..+_ TRAFFIC SN71 . S ' • - _ TRAFFIC UGR, 14 UCHT POST - aT * MAL INK 9 DRAIN M M H= • O a mwnc comm OU 13 CATCH 14M • ADS « \ - .. - /.. S MON?c"Q HELL 9 MANHOLE c 00 STONE WALL STOCKADE FENCE D to wxr TREES / •' ry .,. - EDW OF CIEARMO cB 18711 DISC LOT 1 . 4NFs ` ���LOT 2 FOUND _ NIF 106,944 sq.ft.f / STEVEN A.•MELE x 2.46ACf At NOTES X. VAT tt } R7072 080, 1086FALMOUu w. 'A. FOND 1. BUILDING NUMBER. RD. 10.-20, 36 AQUAQUET LANE 756 STRAWBERRY HILL RD. 2- ASSESSOR'S NUMBER:250-23, 25, 26, 27, 93 N 3. ZONING DISTRICT. RD-1, AND HB C' _ �, G 4. FLOOD HAZARD ZONES: C ALUMINUM SURVEY ROD o '5. BENCHMARK: AS SHOWN . .06-1188-02 �AV'�V'EWAY - -_ / �t - - - 6. TOPOGRAPHIC INFORMATION COMPILED FROM AN ---- ON THE GROUN D IN— D INSTRUME NT SURVEY— RVEY I CERTIFY FY THAT THE I! E BUILDINGS ARE LOCATED ON-THE LOT AS SHOWN. '. 7• ELEVATIONS SHOWN ARE BASED ON THE NATIONAL L-1.46 / 1 ,., GEODETIC VERTICAL DATUM. / -8. REFERENCE PLAN OF LAND IN BARNSTABLE. MASSACHUSETTS \ / PREPARED FOR D.P. REALTY TRUST BY VANASSE \ ' ALUMINUM I J DATE REGISTERED PROFESSIONAL' HANGEN BRUSTUN, INC. DATED JUN SEAT oe lsao-oz`^`I _ r LAND SURVEYOR. 9. THIS LOT IS'LO.CATED.IN,A DEP APPROVED ZONE If 6' 998 DECK FORMER PROPERTY UNES I - c I we"y a _ ' • 'n.er tw—md'-9.6.h two o.M.glphd E O-V of .a m.. - I CER71FY'THAT THE BUILDINGS SHOWN _ �on.eu Pne.rond Enyh..,.a,rroraebnd lm�a soti.Var Aiuo I ► A0°0 ARE LOCATED IN FLOOD PLAIN ZONE C °PP'O �'P mu' ear (A)'m prsu,a Peuorq hdudfp any O,unkip.l or other u AS SHOWN ON FLOOD INSURANCE RATE MAP PoM�.(B)N ti���up�m.ha,.aua oo,1d.d ns.�e ow COMMUNITY PANEL NO. 250001 0005C P`°P°`+r.f Hotn..6 McO arh Ee 2500• c� ouq I>,a AND THAT FLOOD PLAIN ZONE C IS NOT A L 9.78 I r SPECIAL FLOOD HAZARD AREA 5/22/03 REVISE PROPERTY LINES AND.8IKE PATH RLR CREDIHOlL`� t 4/29/03 ADD DIRT MOUND TMS TMS ALUMINUM" @. �a ,7 SURVEY ROD N - - T«+E " DATE DESCRIPTION Drown hecke SURVEY ROD SET 06-1e-02 -R E V I S J 0 N S SET 02-t2-W I 241.98' - DATE »REGISTERED PROFESSIONAL . o LANO SURVEYOR�„S N 89D6'40•w EXISTING CONDITIONS GTCN BASIN ROAD SIDELINE - TO BUILDING: SITE PLAN PREPARED FOR MAMMOTH ACQUISI1ION COMPANY, LLC DWU YaLauc /' IN GRAPHIC Scam CENTERVILLE BARNSTABLE MA rP am Us: ROUTE 2$ 20 10 0 20 80 (FALMOUTH ROAD) SCALE: 1' 20' BATE:MAR. 21. 2003 y mooff # STOPIIGHT hOimes and mcgrath, ihc. clvil engineers,and Ian surveyors oma,Lx rAxssQPAIN - (us120 IL �) 200 main street 508 548-3564(PHONE) my 1 meta- falmouth, ma. 02540 508 5489672 FA O-POLE rAKy sttw{. . DRAWN: LMC,PJR,SCL CHECKED: \COFFMAN\201370\20137Otp0R2.DwG JOB NO: 201370 DWG. NO.:80-1-28C I SHEET 2 of s LEGEND 0 T 1 uTRmr r+a E OLE a/' 1. C. SEMM MANHOLE CN17NAyTOIt SNAL[IXGVATE d•ALL ARDUND� 2.4 a, - - DRAIN MANHOLE - - 0 i435/ TTff itAwae FAaUIY AND DOWN to THE sA11D CA1T]I BASN LAIM BEMDVE ALL L%WrIABlt M 7QBAL - - - ' �1 L . nEnAae 1xTN aXM GRANULAR -. . '\ 1C Zw sPEagGlnals scr TOR 81 31CO D"WRNo - - , t - �r / 2oNING,' PROPOSED 6 w �,. #. POLE �/�- � DISTRICT CHAINPO UNK FENCEVALIM WTH!� 4�� �?i,• s FtiOWDIF`FUSDRs ee. .�.� RD-1 _ WATER LNE ALL ARODUN FT D STONE , . - l- �J / / .• - - e3 ZONING .DISTRICT HB - GAS VALE _ 4:1.AOPES _ • _ _- _Us UFE �D=— ` !2v 1t ��FTf?"�`+r.• / • _ PROPOSED GRASS.LINED Da FENCE •a-•a- . ^i ti^'.�'•.' a �J."/ DETENTION BASIN 61 - FLOW DRECTM r t, ,. CATCH BASIN .-0. o �`' 9_, t - 132•ADS N-12 eD �Fy� PROPOSED SPOT CRADE RIM. 84.88 /�%+i .. � t 3 LF. 5�0.005 xi9. �sa> INVIN�81.33 "i s.., i o 'a�•� BOTIOII ELEV. - .. Ef09'71N0 SPOT QtADE 44,Dp INV.OUT=81.23 '•n ;.c•'w�r .--- e� .59.85 (�2ADE - =�• ti$ ,• e= b to - - . •I.v.�,•: - es � E70SDN0.CRADE ' 4 ;: , ��` dl ° T2•A0S � �$Qom 1 S 1 I _ gg ,e4.ee .n' 1 13 LF,: Q, - - • yt r. t - a y eE SEPTIC MANHOLE m D N-12 70 S eke•STONE-PAD,. PIPE.INV r 59.85 • CATCH �• 1 m £ DRAIN MANH r .•RIM. BASIN4.68 ��� F'RE DfPL I BASIN -INV. 13 / CONNECTION M / RI65.1 OUT�61.43 SEW Be V. INV.1 .6 WV. 0.4d - L DOUBLE DATE h - S C43 NOTES '' M z 1. BUILDING NUMBER:1072, 1080. 1085 FALMOUTH RD. 10, 20. 36 WEQUAQUET LANE / 1500 GALLON 756 STRAWBERRY HILL RD. ' SEPTIC TANK 2._ 3. ZOA�NtNG�STRICT:RD-1.SOR'S NUMBER: 26, 27, 93 . ,PROPOSED 4. FLOOD HAZARD ZONES: C I I RETAIL/PHARMAC T6• 5. BENCHMARK: AS SHOWN 0 I /9,750±S 1 6. TOPOGRAPHIC INFORMATION COMPILED FROM AN - UILDOG REA -59- ON THE GROUND INSTRUMENT SURVEY / C'rlo o, B .� 7. ELEVATIONS GEODETIC VERTICAL DATUM ARE . ON THE NATIONAL .. POLE /118/11 i F. .- = 6'f O S =+ pRC5 B. REFERENCE PLAN OF LAND IN BARN STABLE, MASSACFIUSETTS A—A I ki I 1 O V PREPARED FOR D.P. REALTY TRUST BY VANASSE HANGER BRUSTLIN, INC. DATED JUNE 6, 1998 POIE WTH.CONDUIT 9. THIS LOT IS LOCATED IN A DEP APPROVED ZONE 11 ELECTRIC SVAZEP P -- -•-a- -L� _ SERVICE - AIN�aT7IItPF1011E c ` : w w 6•FDE SERVICE GRAPMC SCALE. w w� w w- w �� W `J 20 10 20 60 PRaPm Y DOMEs7wl 5 —w w weals w t ww_ ' • �� � � Rt7l C 87 _Zia yJJy t n ffi all - 1Y wse•n CATCH BASW - . - e""'e eSfr 6 V.q•D.DDS RIM,,.OI7��.84.J8 qm sty Aae BWNY.OUT�81.01 -. aim Pio[®bM� T. aid . 4 #fir •y T _ I y ASH Apes 't ' BENCHMARK: CATCH B ors F AM GEODETIC MARKER/427L Oe dp`° KOUT881 5 of �/the twa .9u p,gsy d IkYRe 4t IeepuB�°ie ee ENSTIN0 Pd E 5/4T/03 RE sTRATt1DIRT HM In ENTRANCE ADD SI ETW" Im IAND asP n. 4/U� DIMMER WVISE DI ER AREA NO ADD DIRT MOLM RLR Tws tRAFTTc ua O p� •1 • P O 4/14/03 RENSE PICK-UP AREA AND PROPOW UDUIES RLR TUS t R E V I S I O N S AFPROXfMA7E LOCA770M OF a7S77NO S'M AS77C 5 UN£ . mx . c `PRaPosED POLE d. ` �- SITE PLAN ` J PREPAREQ FOR ROUTE 28 (FALMOU ROAD) PAOPOSED odEseFiEAo r b m.xYOla1I►t . t, . t1WE FROM POLE P7 ' MAMMOTH ACODUISIVON COMPANYF LLC �n IN spot WHITE UNE + CENTERVILLE ^ BARNSTABL.E MA w mAFt1c L1aIT 6 iCAL: 1• -, 20' DACE MAR. 21, 2003 DO+ a1OSSNAt1( PAVED BEKt PATH - hdmes and m�c�rothe tha. O PDIE ttM6�►�Yt.�«a and .uwyor. Pate - 31M 9�r0 street 508 548-3564(PHONE) art POLE/57 fdrrfouth LBO. 02540 508 548-9672 FA% DRAMM. RLR CHECKED: TMS C\C::-FMAN\2�i1_?0% I(r�.vspy2.Cvu �� N0: 20137D DWG, NO.:80-1-28C SHEET 3 OF 5