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HomeMy WebLinkAboutMiscellaneous - 351 WILLOW STREET 4/30/2018 (7)Location No. r1p Date NORTH TOWN OF NORTH ANDOVER A F41 Certificate of Occupancy $ Its AC11U5Et� Building/Frame Permit Fee $ �— Foundation Permit Fee $ Other Permit Fee $ TOTAL $ /1r7d Check # c/ Building Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING Section for Official Use Only maim BUILDING PERMIT NUMBER: 17c06-- DATE ISSUED: C/ D SIGNATURE: /tel C Buildine Commissioner or of Buildings Date LI Property Address: 1.2 Assessors Map and Parcel Numbs: 35Z Qs", -7� Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 4 / ^ ! y aG LZO-ingDistrict J�-- Use Lot AreaFror6 1.6 BUII.DMG SETBACKS (ft) Front Yard Side Yard Rear Yard Required Provide Required Provided Required Provided 1.7 water Supply M.GJ,.C.40. 54) 1.5. Flood Zone le onnation: 1.8 Sawerap Disposal SYS zone Public ❑ Private ❑ Outside Flood Zone ❑ Municipal On Site Disposal System ❑ ,t 2.1 Owner of Record c tl /;n 6` OPose- � oGcJ J� �Gc✓' Name (Print) � Address for Service , Signature Telephone 2.2 Authorized Agent Name Print Address for Service: Signature Telephone 3.1 Licensed Construction Supervisor Not Applicable ❑ M (-) z 1� Address � lCo ers f � ver Ut t�83� License Number Li sed Constructi pervi 3 7 10M (j Expiration Date ` ;/O ature Telephone — 0 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name Registration Number Address Expiration Date Signature Telephone ?, Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the I Sianed affidavit Attached Yea ..... �, No ....... ❑ 5.1 Regi ed Architect: Signature !✓ R Area of Responsibility Registration Number Expiration Date Name: Address: �y�1 Signature Tom Not applicable ❑ Registration Number Expiration Date Name: Address Signature Telephone Area of Responsibility Registration Number Expiration Date t Name Address Signature Telephone Area of Responsibility Registration Number Expiration Date Name Address Signature Telephone ot 64 A� I Not Applicable ❑ Company Responsible in Charge t.Vt Y{B.K�.iGs�ia v nmr2s1x New Construction 0� Existing Building X Repair(s)` ❑ USE GROUP Check as applicable) Alterations(s) Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other 0 Specify ❑ A-3 ❑ ❑ Brief Description of Proposed Work: )waS6n� ❑ 0 B Business i 0'6 o 012 ca 2A 2B 2C ❑ ❑ 0 C Educational ❑ F Factory ❑ F-1 F-2 ❑ H High Hazard COMPLETE THIS SECTION ]OF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND OR CHANGE IN USE F/�Existing Use Group: / — / Proposed Use Group: — Existing Hazard Index 780 CMR 34: 3 Proposed Hazard Index 780 CMR 34:_ BUILDING AREA EXISTING if applicable) PROPOSED Number of Floors or Stories Include Basement levels Floor Area per Floors ✓� Total Areas Total Height (ft) independent Structural Engineering Structural Peer Review Required Yes ❑ No ❑ ! SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, ,as Owner of the subject property Hereby authorize, to act on My behalf, in all matters relative two work authorized by this building permit application Signature of Owner Date USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 0 A4 ❑ " A-2 A-5 ❑ A-3 ❑ ❑ IA IB ❑ 0 B Business 0 2A 2B 2C ❑ ❑ 0 C Educational ❑ F Factory ❑ F-1 F-2 ❑ H High Hazard ❑ 3A 3B ❑ IInstitutional 0 1-1 0 1-2 ❑ 1-3 ❑ M Mercantile ❑ 4 0 R residential 0 R-1 ❑ R-2 ❑ R-3 ❑ 5A 5B ❑ ❑ S Storage ❑ S-1 ❑ S-2 ❑ U utility M Mixed Use S Special Use 0 ❑ 0 Specify: Specify: Specify: COMPLETE THIS SECTION ]OF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND OR CHANGE IN USE F/�Existing Use Group: / — / Proposed Use Group: — Existing Hazard Index 780 CMR 34: 3 Proposed Hazard Index 780 CMR 34:_ BUILDING AREA EXISTING if applicable) PROPOSED Number of Floors or Stories Include Basement levels Floor Area per Floors ✓� Total Areas Total Height (ft) independent Structural Engineering Structural Peer Review Required Yes ❑ No ❑ ! SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, ,as Owner of the subject property Hereby authorize, to act on My behalf, in all matters relative two work authorized by this building permit application Signature of Owner Date 1, ,as Owner/Authorized Agent Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury Print Name Signature of Owner/Agent Item 1. Building 2 Electrical 3 Plumbing 4 Mechanical (HVAC) 5 Fire Protection 6 Total (1+2+3+4+5) Estimated Cost (Dollars) to be Date // 7, -6-0 —0— W (a) Building Permit Fee Multiplier (b) Estimated Total Cost of ,) Construction from (6 'Ea '' Building Permit fee (a) x (b) /I�-- Check Number NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS 1 2ND 3PM SPAN DEMENSIONS OF SILLS ` DEMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CH MNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE } n' . + � yyr,3s ✓' i �'r "'i� �_„.�' � ra �'� �r f y:,,r,: e.. ,t The Commonwealth of Massachusetts Department of Industrial Accidents Of a of lnvestigatlons Boston, Mass. 02111 wormers' Compenssbm Insurance Affld x Narrte Please Print Name: Location: CRY Phone 0 I am a homeowner performing all work myself. I am a sob proprietor and have no one working in any capeft (Qf I am an emoaaff pr�wlidng/w�orkers! compearson for my emPlcyess woridng on this job. fr .ems me- earn na`J Go � /- (��sS.6. ue,-#w ego. � . Irtaurartce Co. Po1cv! Fdkwe to sears coverage as required undr Section 25A Or.AOL 152 can lased b the InRosWW d ahk penaWas d.a fMe uP to $1,500.0 sndfaroneyore'IW%awnod-m.noel_m.chM4=mkinlnlwkmjdABTCPIAlDr:1(ORDER.aodafloed,(SIWAMA ftapelmt.ma I underatend that a copy of this statement may be rarwwded to the Ofrlos of Invudge m d U» DIA for ooverape verNication. I do hereby cw * w""Pefr►a and Pogo" p wi*d @bow Ise bw and ccrrsct Print ofricw uN only do not write In this ares to be completed by dty or town afrfdar 97,OF - 3,zyVzs8 City or Town Psrrrira +�+�+++ ❑ Bull*V Dept ❑Check Y Immedfars response /a requkad ❑LterwkV Bowd [j Selectmen's Ofte contact person: Phone t ❑ Hea f Depgrbnent ❑ Other North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11,S150A. The debris will be disposed of in: (Locati of Facility) Signature of Permit Applicant Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector 05/18/2005 14:28 FAX 1.9783738944 OFFICE OF BUILDING INSPECTOR TOWS( OF NORTH ANDOVER CONSTRUCTION CONTROL. 10 002 PROJECT NUIWBER: o PROJECT TITLE: f5p v4 ` N J 0 '� Pooy) S , — 165T Kl j G blb,_ l'� h� _ PROJECT LOCATION: Sri I �►LLo� Sfi(L�T' SOUT APMEL MANE OF BUILDING: OP44 1 N �oN t-nU S I t1v. NATURE OF PROJECT. pTe filo .- I h� ti �ltl lU� �C� lV T 1V�1 IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, p ei"ElZ G. G_ C A:p I IJ I REGISTRATION NO. _'i -4 (o0 BEING A REGISTERED PROFESSIONAL OMARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT 0 ARC6HIrTECTURAL N STRUCTURAL Q MECHANICAL O FIRE PROTECTION 0 ELECTRICAL OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY IWOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OP THE MASSACMSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLtCABLE LAWS AND ORDINANCES FOR THE PROPOS® USE.AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NEOSSUARY PROFESSIONAL SERVICW AND B EPRESENT ON THE CONSTRUCTION S TE ON A @E PERIODIC BASIB TO DETERMINE THAT TwE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE 13UILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOU -OWING AS SPECIFIED' IN SECTION 118.0 1. FL -view, for conformance to the design ooncept. shop drawings, samp" arld ostler subrhWWa vAum am submitted by the corrtrdc wr In accordance Y10 ft m quiranalt3 of the'cxx an domxnentL 3. Be pr+*W at intervals appreprdata to the S Wrge of ccrmbudw b become, germally familiar vdilafNe progress and qm tTy of the work and to doWrr*m in ganemal Ether work is being performed In @Ammer coresftwd with the oonsbucWn docunwrta Mo I,Y'i 14-L4 PURSUANT TO SECTION 1162 2 I SHALL SUBMIT ' , A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPFGTOR. UPON COMPLETION OF THE'WORK I SHALL SUBMIT A FINAL REPORT AS T4 THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR ANCY. SIG"TURE SUBSCRIBED AND $WORM TO BEFORE ME THIS DAY OF d 20 ace- 6&"'k NOTARY PUBLIC MY COMMISSION EXPIRES OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER aw , CONSTRUCTION CONTROL. PROJECT NUMBER: 3�3 pp PROJECT TITLE' e i= .n k L%Z 1, ,n AIS l:t W)TH �AFt 6a16 OF THE MASSACRHCMASSACHUSETTSsTRST �t NO. 1L2 G CODE, BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT 1 HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING. ENTIRE PROJECT 0 ARCHITECTURAL 0' STRUCTURAL a MECHANICAL FIRE PROTECTION ELECTRfCAL 0 OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECTAND THAT, TO THE BEST OF MY IWOWLEGE, :;UCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE ,4ppUCABLE PROVISION OF THE MASSACHUSERS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES_ AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE 711AT THE WORK IS PROCEEEDING IN ACCORDANCE "T" THE DOCUMENT APPROVED FOR THE BUILDING PERMIT AND SHALL 8E RESPONSIBLE FOR THE FOLLOWING AS SPECIFIE6 IN SECTION 116.0 1. Review, for confOrmanoe to the design concept, shop drawings, samples and o�ttrersubmittals which are con submitted by the tactor in accordance with the mro, rrrG�rtts of 00 oonstniction documents.tile 2. Review and approval of the qualify control procedures for all code4equlred no+rtmlI materials. 3. Be pmseM at intervals appropriate to the sine of mon to W#Othe Progress and quabiy of the work and to ddiem*m, In gsrocunxWkk� If the9e familiar performed in a,manrw int with the consbucoon being PURSUANT TO SECTION 116.2.2 I SHALL SUBMIT WEE t RESSREpORT TOGETHER WITH PERTINENT COMMENTS TO TH6ORTH ANDOVER BUILDING INSPECTOR_ UPON COMPLETION OF THE rIVORI, 1 SHALL SUBMIT A SATISFACTORY COMPLETION AND READINESS OF T H S CRIBED AND SWO M TO BEFORE ME THIS )iiTAMRYUBLIC i 'LQ 9�h?ISETSS �;' V MY ,t 1NG REG��IS RS BOAR ONS RUCTION SUPER nse• 026511 I'�ce S Numaet. G 0110411954 Blfthdale 0110412 �Ires. 006 Restricted: 00 G N1IGHAV� MPPO E MP 01844 METHS a - i �I 1. Pdminlstrator � FORM U -LOT RELEASE FORM 'y INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. APPLICANT FILLS OUT THIS SECTION APPLICANT ` k l `c 4J �d Y PHONE�fLf 6 93 N I LOCATION: Assessors Map Number PARCEL SUBDIVISION LOT (S) STREET d / �W (J� or ST. NUMBER OFFICIAL USE ONL RECOMMENDATIONS OF TOWN AGENTS: CONSERVATION ADMINISTRATOR DATE APPROVED DATE REJECTED COMMENTS TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTORHEALT1YDATE APPROVED DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS - SEWERIWATER CONNECTIONS C FIRE DEPARTMENT RECEIVED BY BUILL DATE RevhW 9W JM m m m m y m y m COD 'O CD z CD O CZ CL =. ato o v a� c "_ CD O D a: C) co 0 CO) CD 0 CO) d d O COD t9 C 0 CO) C7 Co O CD CD y CD CO) O O CD C C?�� u S _y3c y S EgCA o m Cl) O y e� ao T Z =r -O y m .-► mr m y P.S. mr CL CL eo .�o•y g S' Vmm m a > > y �• 0 O n 0 z:5 o o oZ dM �!�► es Aft CW r a C t� m o ? =r cn m : • � n y� m N E. : f/ off cn m •-� . cn ? y •� o OlZ �m o �. O t Z y �: o_ o cn♦: cn y O 04 � V/ dd it M N O� cn A O. O G OG WE 9 O o C g ro b r� O � 7d 7d 4 lu rA W v I L { 0 OMI 0 Location /oY 9 ' �yU lyi ��� S { No. .� Date /b 27 Uo NORTI� TOWN OF NORTH ANDOVER 0��, Sao •1ti•0 � M 9 • i ; , Certificate of Occupancy $ 5-y }'yob+�r � *"�•• a �ssAcMWsEtf� Building/Frame Permit Fee $ Foundation Permit Fee $ d' %U U Other Permit Fee $ TOTAL $ sem' Check # Building Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING �.. i This Section for Official Use Onl BUILDING PERMIT NUMBER: .,5 -6'7, DATE ISSUED - Ia-1--o® A SIGNATURE: ARC62e. Buildin& Commis ' ner/ or of Buildings Date 1 1 Property Address: 1.2 Assessors Map and Parcel Number: 140 Willow Street 98D 52 North Andover, MA Map Number Parcel Number 1.3 Zoning Information: 1.4 Propeaty Dimensions: I1 Business 87,476 229' Zoning District Proposed Use Lot Areas Frontage ft 1.6 BUILDING SETBACKS (ft) Front Yard Side Yard Rear Yard Required Provide Required Provided Required Provided 20' 50' 90' 50' 5'150' 195- .7 Water Supply M.G.L.C.40. 54) 1.5. Flood Zone Information: 1.7 1.8 Sewerage Disposal System: Public R Private ❑ Zone F. 1 3 7 outside Flood Zone ❑ Municipal X On Site Disposal System ❑ 111-101 2.1 Owner of Record Dogleg Realty Trust 355 Middlesex Avenue Name (Print) Address for Service: Steven Webster Wilmington, MA 01887 Signature ool Telephone (978) 657-7300 2.2 Autho ' Agent Stephen E. F ster 54 Beechwood Drive Name Print Address for Service: A, North Andoveri MA 01845 Signature Telephone (978) 681-8600 :mss ,. 3 ' "r.hear 4.F i ". �' 3.1 Licensed Construction Supervisor Not Applicable ❑ Stephen E. Foster CS 029376 Address License Number 48 Meadow Lane, orth Andover, MA 01845 Licensed Construction Superviso 2/28/02 Expiration Date .1 ,Xe Signature elephone 3.2 Registered Horn,pAVrovernent Contractor Not Applicable ❑ N/A Company Name'. Registration Number Address Expiration Date Signature Telephone SECTION 4 - WORKER; COWINSAVON;( G.11 132 Workers Compensation Insurance affidavit must be completed and submitted with issuance of the building permit. Signed affidavit Attached Yea .......R No ....... ❑ SEMON S PROI OSS TO] L D;SY N FOOT tl JrlrYrr _9 5.1 Registered Architect: Name: Address Signature Telephone application. Failure to provide this affidavit will result in the denial of the Kenneth Dennison S'TRVCTUrLAL Area of Responsibility Registration Number JUNE 30� 200! Expiration Date Name: P.O. Box 364 Address: North Reading,MA 01864 Signature Total (978) 664-6733 Not applicable ❑ Registration Number Expiration Date Name: Address Signature Telephone Area of Responsibility Registration Number Expiration Date Name Address Signature Telephone a Area of Responsibility Registration Number Expiration Date Name Address Signature Telephone Dutton & Garfield, Inc. Not Applicable ❑ Company Name: Stephen E. Foster Responsible in Charge of Construction Too Ekl appleale New Construction R Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition • ❑ Other ❑ Specify Brief Description of Proposed Work: Two (2) story 7,344 square foot wood framed structure ❑ A-1 0 A4 ❑ A-2 A-5 ❑ A-3 ❑ BUILDING AREA Number of Floors or Stories Include Basement levels Floor Area per Floor (sf) Total Area (sf) Total Heisht (ft) Structural EXISTING (if N/A Structural Peer Review Yes ❑ No RF SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT PROPOSED st flr 3,000 sf,2nd 11r ,344 sf 4,34 sf 1, Steven R. Webster, Trustee for Dogleg ,asOwner ofthe subject property Realty Trust Hereby authorize Stephen E. Foster to act on My behalf, in all matters relative two work authorized by this building permit application 1/15/01 Signature of er Date USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 0 A4 ❑ A-2 A-5 ❑ A-3 ❑ ❑ IA 1B ❑ 0 B Business Lx 2A 2B 2C 0 0 ❑ C Educational ❑ F Factory ❑ F -I ❑ F-2 ❑ H High Hazard ❑ 3A 3B ❑ ❑ IInstitutional ❑ I-1 ❑ 1-2 ❑ I-3 ❑ M Mercantile ❑ 4 0 R residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A 5B ❑ S Storage ❑ S-1 ❑ S-2 ❑ U Utility M Mixed Use S Special Use ❑ ❑ 0 Specify: Specify: Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND OR CHANGE IN USE Existing Use Group: N / A Existing Hazard Index 780 CMR 34: Proposed Use Group: Proposed Hazard Index 780 CMR 34: BUILDING AREA Number of Floors or Stories Include Basement levels Floor Area per Floor (sf) Total Area (sf) Total Heisht (ft) Structural EXISTING (if N/A Structural Peer Review Yes ❑ No RF SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT PROPOSED st flr 3,000 sf,2nd 11r ,344 sf 4,34 sf 1, Steven R. Webster, Trustee for Dogleg ,asOwner ofthe subject property Realty Trust Hereby authorize Stephen E. Foster to act on My behalf, in all matters relative two work authorized by this building permit application 1/15/01 Signature of er Date ftl I, Steven R. Webster asOwner/Authorized Agent Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury Steven R. Webster Print Name 1/15/01 Signature of Owner/Agent Date Item Estimated Cost (Dollars) to be "� F Ut ;e Completed by permit applicant w 1. Building (a) Building Permit Fee $350, 000.00 Multiplier 2 Electrical (b) Estimated Total Cost of $50,000.00 Construction from (6) 3 Plumbing Building Permit fee (a) X (b) 10 000.00 4 Mechanical (HVAC) $40,000.00 5 Fire Protection 1$20,000.00 6 Total (1+2+3+4+5) $470,000.00 Check Number 1'43 la � i;, itTtti �., v" { �.v�`z'G r3tit.fi wt, cUe,rr yt AlL-Riaz ir`f,n �,: -a NO. OF STORIES SIZE wo 7,344 square feet BASEMENT OR LAB Slab SIZE OF FLOOR TIMBERS 1 Sr° RD * See structural drawings filed with application SPAN * See structural drawings filed with application DEMENSIONS OF SILLS * See structural drawings filed with application DEMENSIONS OF POSTS * See structural drawings filed with application DIMENSIONS OF GIRDERS See structural drawings filed with application HEIGHT OF FOUNDATION * See structural drawi pp ���'��ed with application SIZE OF FOOTING * See structural drawingsx filed with application MATERIAL OF CHIMNEY N / A IS BUILDING ON OLIDR FILLED LAND Solid IS BUILDING CONNECTED TO NATURAL GAS LINE Yes V z ,3 .''32n^ �` .z���, % �. ,ai t `� "<as•+ L.3,. ',>•; �.,'i` � t+�,(h�`+ �`� 43k i5 �` "Z � �a�.� �:Z � .9� - ,AORTPI SA US Date. TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING ..................... This certifies that . �'0. ' '/ has permission to perform ... pcj�-�. -. e"! .................... plumbing in the buildings of at. . f ................ North Andover, Mass. 2:5 Fee .j(?? .... Lic. No...,/,-. ....... PLUMBING INS4 �TOR Check ff l2 ( ) ) 64-88 p MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Print or Type) 0 aN 1"l' ► ` �� , Mass. Date -L ' `i — 4 o e-, i6 City, Town Building Permit AT: Location Owner s �� S u �! Name 1 Type of Occupancy: New ❑ Renovation LJ Replacement ❑ FIXTURES Plans Submitted Yes ❑ No ❑ (Print or Type) Installing Company Name V a I �t'► �l✓ P� ' l Address P• 6t ijB 1 ley j in :1 Business Telephone x'11 i s :1 il-, l, -IV 3 Check One: Certificate Cl/c_ orp. 1106 ❑ Partnership ❑ Firm/Company Name of Licensed Plumber or Gasfitter I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the General Laws. I have informed the owner or his agent that I do not have liability insurance including completed operations coverage. Signature or owner/ Agent I have a current liability insurance policv to include completed o—rationscoverage. CI / F Signature of Licensed Plumber By Title City/ Town APPROVED (OFFICE USE ONLY) FORM 1240 Hr W Wne . WA.... TM p 03 � / Q Type of Plum]�ing License ` `�7 0 „[] Master ❑ Journeyman License Number \J 4 ' ■■■■■■■r.son .■■■■■..■..■■.■.■■. ONE (Print or Type) Installing Company Name V a I �t'► �l✓ P� ' l Address P• 6t ijB 1 ley j in :1 Business Telephone x'11 i s :1 il-, l, -IV 3 Check One: Certificate Cl/c_ orp. 1106 ❑ Partnership ❑ Firm/Company Name of Licensed Plumber or Gasfitter I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the General Laws. I have informed the owner or his agent that I do not have liability insurance including completed operations coverage. Signature or owner/ Agent I have a current liability insurance policv to include completed o—rationscoverage. CI / F Signature of Licensed Plumber By Title City/ Town APPROVED (OFFICE USE ONLY) FORM 1240 Hr W Wne . WA.... TM p 03 � / Q Type of Plum]�ing License ` `�7 0 „[] Master ❑ Journeyman License Number O 'n r� z 0 m m 4 A 0 Date ....... 11"V111W ........................... TOWN OF NORTH ANDOVER PERMIT FOR WIRING jf ........... This certifies that .... y ..... .. I ............. has permission to perform .11 wiring in the building of . ...... ......... . .......... ............. ,North Andover, Mass. at.J:�.A�V, 4 1 Fee ... 3 � .'.rb . Lic. No. ...... ............. — ............................................................ ELECTRICAL INSPECTOR Check # OAI,!�-3 ' 535 / Commonwealth of 1 Department of F BOARD OF FIRE PREVENT APPLICATION FOR PE All work to be performed in accord; (PLEASE PRINT IN INK OtE A INFO City or Town of:, By this application the undersigned gives n'ce f Location (Street & N)*nbe ) Owner or Tenant Owner's Address aclusetts Official Use Only vY ices �� Permit No. 7 Occupancy and Fee Checked(ro GULATIONS [Rev. 11/99] leave blank TO PERFORM ELECTRICAL WORK i the Massachusetts Electrical Code (MEC), 527 MR L .00 TION) Date: o4 To the Inspecto ofWires: ler intentigq )o perforp9the electrical work described below. Is this permit in conjunction with a building permit? Yes ❑ Purpose of Building Existing Service Amps New Service Amps Telephone No. No U (Check Appropriate Box) Utility Authorization No. Volts Overhead ❑ Undgrd ❑ Volts Overhead ❑ Undgrd ❑ No. of Meters No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed. Electrical Work: Installation of Security system Completion of the followin table ma be waived b the Ins ector of Wires No. of Recessed Fixtures No. of Ceil.-Susp. (Paddle) Fans No. of Total Transformers KVA No. of Lighting Outlets No. of Hot Tubs Generators KVA No. of Lighting Fixtures Swimming Pool Above ❑ In- rnd. rnd. ❑ o. o Emergency Lighting Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas Burners No. o Detection and Initiating Devices No. of Ranges No. of Air Cond. Total Tons No. of Alerting Devices g No. of Waste Disposers Heat Pump INumber Tons KW No. of Self -Contained Totals: I Detection/Alerting Devices No. of Dishwashers S ace/Area Heating p b KW Municipal Local ❑ Connection ❑ Other No. of Dryers Heating Appliances KW Security Systems: No. of Devices or Equi valent No. of Water KW No. of No. of Data Wiring: Heaters Si ns Ballasts No. of Devices or Ecluivalent No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications !'Miring: No. of Devices or Equivalent OTHER: Attach additional detail ifdesired, or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify: ---" (Expiration Date) Estimated Value of]E ctric 1 W k: 6 Inspections (When required by municipal policy.) Work to Start: ( ctions to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the bains and penalties of perjury, that the information on this application is true and complete. FIRM NAME:Security ervices LIC. NO.: I rq3(` Licensee: John S. Bassett Signature VA4 LIC. NO.: 1533C (If applicable, enter "exempt" in the license number line) Bus. Tel. No..• 603 594 5928 Address Alt. Tel. No.: OWNER'S INSURANCE WAIVER: I am aware that the Lid, see does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ �a A 11 3 5 v 5 Date. TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION A ♦ This certifies that . :.��� •..,�... f .... ��'t . ......... . has permission for gas installation ............................ in the buildings of ....P11. �'.:. !� . )....)/ ..................... at ........ ,North Andover, Mass. C Fee.?. y, ... Lic. No....�/ :.-G 4e ......'. r...! r � ...... . GAS INSPECTOR V WHITE: Applicant CANARY: Building Dept. PINK: Treasurer TON FOR PERMIT TO DO GAS FITTING ®�lTYpe or print) PARCEL I Date . NORTH ANDO »TTS"'" Building Locations 3 s � w ` � i S4 Permit # 3 S� Amount S ,S 0 � Owner's Name New Renovation ❑ Replacement ❑ Plans Submitted ❑ (Print or type) Name Address 0 - Business Telephone -7 X /- Name of Licensed Plumber or Gas Fitter Check one: Certificate Installing Company ❑ Corp. ❑ Partner. ® Firm/Co. INSURANCE COVERAGE Check on I have a current liability Insurance policy or it's substantial equivalent. Ye Non If you have checked ves, please indicate the type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity ❑ Bond ❑ Owner's Insurance Waiver. I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑ Agent ❑ i hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the vlassachusetts_51,ote Gas Code_;P,�OChapter 142 of the General Laws. By: Title CityiTown APPROVED («fr CF us, ONLY) Signature of Licensed PI`mber Or Gas Fitter Plumber ❑ Gas Fitter Lictnse Numoer ZFKvlaster ❑ Joumeyman t� (Print or type) Name Address 0 - Business Telephone -7 X /- Name of Licensed Plumber or Gas Fitter Check one: Certificate Installing Company ❑ Corp. ❑ Partner. ® Firm/Co. INSURANCE COVERAGE Check on I have a current liability Insurance policy or it's substantial equivalent. Ye Non If you have checked ves, please indicate the type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity ❑ Bond ❑ Owner's Insurance Waiver. I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑ Agent ❑ i hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the vlassachusetts_51,ote Gas Code_;P,�OChapter 142 of the General Laws. By: Title CityiTown APPROVED («fr CF us, ONLY) Signature of Licensed PI`mber Or Gas Fitter Plumber ❑ Gas Fitter Lictnse Numoer ZFKvlaster ❑ Joumeyman N° Date. /. z/.`. -13' r /..... TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING This certifies that .. ���.�" . ` `....... T...... .............. has permission to perform ....1:...`.... . U.A .. r. plumbing in the buildings of ...0/. . at ... 3 .�.. ! ... L!�. t . �" .. s t........ , North Andover, Mass. Fee. .v. . Lic. No../ . l ...... ... - ......... . i PLUMBING INSPECTOR WHITE: Applicant CANARY: Building Dept. PINK: Treasurer MASSACHUSETTS UNIFORM APPLICATION FO ERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER, MASSACHUSETTS Z / Owners Name 6C � `l Date Building Location �� %v �� / O L– .S ' ti O I Q t,'fPermit # .Z l Amount U, Type of Occupancy IN New `o Renovation Replacement ❑ Plans Submitted Yes No El FTXTURES (Print or type)/ Check one: Installing Company Name D44/'0,4-,13- !� 4?/ o � 1 ❑ Corp. F1Partner LVJ Firm/Co. Name of Licensed Plumber: `I`e-�'� f � cS Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate box: ❑ Liability insurance policy DO Other type of indemnity ❑ Bond Certificate Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance -- Signature Owner Agent I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the M setts. tate bing Code and Chapter 142 of the General Laws. By: a of icens Type of Plumbing License F Title 'moo City/Town icense i umm.Der — Master Ri Journeyman APPROVED (OFFICE USE ONLY - I MONO MMMOM MONO MOMMIMMOMMIMMMMOMM t • WMMMMMMMWMMMMMMWMMMMM Mile* MMMMMMMMMMMMMMMMMMMMMMM�� t MOWN (Print or type)/ Check one: Installing Company Name D44/'0,4-,13- !� 4?/ o � 1 ❑ Corp. F1Partner LVJ Firm/Co. Name of Licensed Plumber: `I`e-�'� f � cS Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate box: ❑ Liability insurance policy DO Other type of indemnity ❑ Bond Certificate Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance -- Signature Owner Agent I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the M setts. tate bing Code and Chapter 142 of the General Laws. By: a of icens Type of Plumbing License F Title 'moo City/Town icense i umm.Der — Master Ri Journeyman APPROVED (OFFICE USE ONLY - r� r Date../,) NO(?TH TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION This certifies that ...A �� .. & ......... /�: .. <,�......... has permission for gas installation ...� r. `.!' ... l•� �:'• in the buildings of ....12, f�.+..!....1 < � ................. at ....3. ?.. /.... ( f (-.� ...... .. , North Andover, Mass. Fee...Lic. No..,//?.4.1. Q1 .......... GAS INSPECTOR WHITE: Applicant CANARY: Building Dept. PINK: Treasurer MASSA I APP CATON FOR PERMIT TO DO GAS FITTING or print) PARCEL Date /�/ 19 (wx f H ANDO Building Locations C.� i I LIJ 154 Penn it# Owner's Name New LJ Renovation ElReplacement ❑ Amount S i lr,Gt zu Plans Submitted ❑ N meor type) � �� o� 1 ,� / / i C0 Corp Certificate Installing Company Address ❑ Partner. Business Telephone El Firm/Co. Name of Licensed Plumber or Gas Fitter �i:e,,t/ PQ -i!: I 2L INSURANCE COVERAGE Check one: I have a current liability Insurance policy or it's substantial equivalent. Yes -19 'No E-1 Ifyou have checked ves, please indicate the type coverage by checking the appropriate box. Liability insurance policy Other tvpe of indemnity ❑ Bond ❑ Owner's Insurance Waiver. I am aware that the licensee does not have the Insurance coverage required by Chapter 1=42 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Sienature of Owner or Owner's Agent Owner ❑ Agent ❑ h��PL,., rPrr;fi rhor off nfrhP dPr.q;lc ,1nrl infnrmnrinn I have euhinitted (or entered) in above apolication are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued For this application will be in compliance with all pertinent provisions of the Massachusetts State Gds ��nd Chapter 142 of the General Laws. By: Title City/Town APPROVED (OFFICE USE ONLY) Signature of Licensed Plumber Or Gas Fitter Plumber�� ❑ Gas Fitter (cense Number Master ❑ Journeyman MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTING (Print or Type) l NORTH ANDOVER Mass. Date /cr2 building Location SSI ►it/', auJ Permit # *� Y Owners Name ,-�,4KP / • New ' 7 Renovation replacement Plans Submitted D FIXTUP_5 C! (Print or Type) --Check one: Certificate Installing Company Name J \j)%,e 1 0 Corp. Address ��/ %.� S = Partner. Firm/Co. Business Telephone: Name of Licensed Plumber or Gas Fitter Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate box: Liability insurance policy Other type of indemnity Q Bond Ej Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance coverages. Signature of owner/agent of property Owner 17 Agent El I hereby certify that all of the details and information 1 have submitted (or entered) in above application are true and accurate to the best of my knowledge and tlut aU plumbing worst and Installations petfomtcd under' Permit issued for this application w' in compliance with all pertinent provisions of tho Massachusetts Slate Cas Code and Chapter 142 of the General Laws. . By TYPE LICENSE: Plumber Title Gasfitter S'g ature of Licensed City/Town: Master Plumber or Gasfitter Journeyman 9911;1911' APPROVED (OFFICE use ONLY) q License Number 0 OEM SEEN no (Print or Type) --Check one: Certificate Installing Company Name J \j)%,e 1 0 Corp. Address ��/ %.� S = Partner. Firm/Co. Business Telephone: Name of Licensed Plumber or Gas Fitter Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate box: Liability insurance policy Other type of indemnity Q Bond Ej Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance coverages. Signature of owner/agent of property Owner 17 Agent El I hereby certify that all of the details and information 1 have submitted (or entered) in above application are true and accurate to the best of my knowledge and tlut aU plumbing worst and Installations petfomtcd under' Permit issued for this application w' in compliance with all pertinent provisions of tho Massachusetts Slate Cas Code and Chapter 142 of the General Laws. . By TYPE LICENSE: Plumber Title Gasfitter S'g ature of Licensed City/Town: Master Plumber or Gasfitter Journeyman 9911;1911' APPROVED (OFFICE use ONLY) q License Number Date..................... TOWN OF NORTH ANDOVER 9 PERMIT FOR GAS INSTALLATION This certifies that ........................................... has permission for gas installation ............................ in the buildings of .......................................... at ................................... . North Andover, Mass. Fee.... . Lic. No........... 12/05/94 08.49 30.00 PAID GASINSPECTOR WHITE: Applicant CANARY: Building Dept. PINK: Treasurer GOLD: File Mar os on 04•0 p 781_544 9 i t a oROF G�E�G & AS a�vraMo Eii;O - ENGIN SOCjATE EVE. R EERS FAX OVER SEE T Date: To: March -9,2000 Michael14lcGuire Project No. Fax no: 1-978-688. 9922 9542 Re: From: Brian K JonesP.E, No. ofpaBake 'n Joy foods ges: � Mike, Attached Please fmd: C o nst r u c t io n Control Cenificat Please es and E°�neer's letter O follow by� �r Yq exons The referca, Regards, Ced test certificates and job meeting minutes w2,t1 Brian K Joaes, p E cc. RCG P'ul DePew g" 2 B 7EL. (77BROOK vRr-'S"', 48 - F� (781) 5�, 7729 , P.1 DATE: RIVERMOOR ENGINEERING & ASSOCIATES, INC. PROFESSIONAL ENGINEERS 26.2000 TO: Michael McGuire FROM: Brian K. Jones, P.E. Town of N. Andover 9922 Building Department RE. 27 Charles Street PROJECT Bake `n Joy Foods N. Andover, MA 01845 3 S 1 W' U 2 \,kI s+ -- WE ARE SENDING YOU (attached): VIA: Mail Submittals Plans Specifications X Other: # of Co ies Date Drawing No. I Description 1 ea Job Meeting Min. No. 14-17 1 ea Steel Inspection Report 1 ea Concrete Inspection Report 1 ea Asphalt Inspection Report THESE ARE TRANSMITTED: X For your use As Requested REMARKS: Brian K. Jones, P.E. President Approved as Submitted _ Disapproved Resubmit Approved as Noted 2 Bound Brook Ct — SCITUATE, MA 02066 TEL. (781) 545-2848 — FAX (781) 544-7729 For Review and Comment '20t .s U, U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 STEEL INSPECTION REPORT DATE 12/17/99 1 Rivermoor Engineering & Assoc. Job No. UTS 5840 Attn: Brian K. Jones P.E. Project Bake'n Joy Foods, N. Andover 259 Stockbridge Rd P.O.Box 276 Contractor R.C. Griffin, Inc Scituate, MA 02040-0276 CONTACTS: Bill Twomey of R.C. Griffin, Inc. SUMMARY OF INSPECTION ACTIVITIES: 1) Reviewed welder qualification records and welding procedures. 2) Conducted a visual inspection of field welded connections. 3) Inspected A325 field bolted connections. OBSERVATIONS: 4) Conducted an inspection of the roof framing between 7.1-11 and A -D (dwg.El) roof deck, joist to girder, girder to beam to column con- nections: All appeared to be complete (except BCX's). INSPECTOR: M. Scully -Min Day + 1 U T S OF MASSACHUSETTS, INC. Hour Travel Reviewed By: William P. Crabtrye - S U TTTTTTTTTT S S S U U T S S U U T S TESTED U U T P424 S S S U U T 11/26/99 S U U T S S U U U T 28 S S S 5 Richardson Lane, Stoneham, MA 02180 CONCRETE INSPECTION REPORT II Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. Rd P. O. Box 276 Scituate, MA 02040-0276 Of MASSACHUSETTS, INC. 781-438-7755 DATE 11/18/99 Job No. UTS 5840 Project Bake'n Joy Foods, N Contractor R.C. Griffin, Inc Conc. Co. Wakefield 10 Andover CLASS CONCRETE 30004 3/4" * CUBIC YARDS 8 ASTM C-39 _ TEST SAMPLES LOCATION 4 cylinders Column: Warehouse addition 4 interior piers slump 511, air temp. 34, conc. temp. 61, truck #111390, ticket #111390, time 8:31 Locations supplied by Bill Toomey TESTS ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P.S.I. P424 6x12 28.27 11/18/99 11/26/99 8 3,400 P425 6x12 28.27 11/18/99 12/16/99 28 4,530 P426 6x12 28.27 11%1B/,99 12/16/99 28 4,780 _ P427 6x12 28.27 11/18/99 12/16/99 28 4,740 REMARKS: * Winter Pump Mix 1% Pozzolith #20 U T S OF MASSACHUSETTS, INC. INSPECTOR: Reviewed Field- R. Chaisson By: Steven T. Crabtrb-- A U U TTTTTTTTTT S S S U U T S S U U T S TESTED U U T P420 S S S U U T 11/26/99 S U U T S S U U U T 28 S S S 5 Richardson Lane, Stoneham, MA 02180 CONCRETE INSPECTION REPORT II Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. 259 Stockbridge Rd P.O.Box 276 Scituate, MA 02040-0276 Of MASSACHUSETTS, INC. 781-438-7755 DATE 11/18/99 11 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Conc. Co. Red -E -Mix CLASS CONCRETE 4000# 3/4" CUBIC YARDS 8 ASTM C-39 TEST SAMPLES LOCATION 4 cylinders Wall: D line 9-10.3 slump 4 1/211, air temp. 50, conc. temp. 63, truck #60, ticket #111639, time: 2:30 Total Pour: Column line D line 9-10.3 TESTS ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P.S.I. P420 6x12 28.27 11/18/99 11/26/99 8 3,180 P421 6x12 28.27 11/18/99 12/16/99 28 4,990 P422 6x12 28.27 11/18/99 12/16/99 28 5,160 P423 6x12 28.27 11/18/99 12/16/99 28 5,450 REMARKS: U T S OF MASSACHUSETTS, INC. INSPECTOR: Reviewed Field- R. Granada - Min Day + 1 Hr. Tr. By: Steven T. Crabtree , x V U TTTTTTTTTT S S S U U T S S U U T S TESTED U U T P318 S S S U U T 11/23/99 S U U T S S U U U T 28 S S S 5 Richardson Lane, Stoneham, MA 02180 CONCRETE INSPECTION REPORT II Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. e --Rd -P.O.Box 276 Scituate, MA 02040-0276 Of MASSACHUSETTS, INC. 781-438-7755 DATE 11/16/99 �7 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Conc. Co. Red -E -Mix CLASS CONCRETE 3000# 3/4" * CUBIC YARDS 5 ASTM C-39 _ TEST SAMPLES LOCATION 4 cylinders Footing: D line at 9 slump 411, air temp. 37, cone. temp. 59, truck #1747, ticket #110835, time 2:30 Total Pour: D line 9 to 14 TESTS ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P.S.I. P318 6x12 28.27 11/16/99 11/23/99 7 1,950 P319 6x12 28.27 11/16/99 12/14/99 28 3,820 P320 6x12 28.27 11/16/99 12/14/99 28 3,470 P321 6x12 28.27 11/16/99 12/14/99 28 3,360 REMARKS: * to Po arset U T S OF MASSACHUSETTS, C. INSPECTOR: Reviewed Field- P. Leavitt By: Steven T. Crabtre. IJ U TTTTTTTTTT U U T S U U T S U U T U U T U U T S U U U T 5 Richardson Lane, Stoneham, MA CONCRETE INSPECTION REPORT II Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. 259 Stockbre--Rd P.O.Box 276 Scituate, MA 02040-0276 S S S S S S S S S S S S 02180 DATE Of MASSACHUSETTS, INC. 781-438-7755 11/12/99 N. Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Conc. Co. Red E Mix CLASS CONCRETE 4000# 3/4" * CUBIC YARDS 42 ASTM C-39 _ TEST SAMPLES LOCATION 4 cylinders Slab and Wall: loading dock pad, bay 1,2 and 3): Slump: 411, air temp. 45, conc.temp. 72, truck #1763, ticket #109612, time 9:30 4 cylinders Slab and Wall: D line at 8.1-9 line, wall and piers: Slump: 411, air temp. 48, conc.temp. 76, truck #1763, ticket #109819, time 2:15 Total placement: loading dock pads, 1,2,and 3; wall D line 8.1-9.1 TESTS ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P.S.I. N460 6x12 28.27 11/12/99 11/19/99 7 2,510 N461 6x12 28.27 11/12/99 12/10/99 28 5,910 N462 6x12 28.27 11/12/99 12/10/99 28 5,660 N463 6x12 28.27 11/12/99 12/10/99 28 5,940 N464 6x12 28.27 11/12/99 11/19/99 7 2,370 N465 6x12 28.27 11/12/99 12/10/99 28 5,310 N466 6x12 28.27 11/12/99 12/10/99 28 5,230 N467 6x12 28.27 11/12/99 12/10/99 28 5,550 REMARKS: 1% pozz. Winter service U T S OF MASSACHUSETTS, I C. INSPECTOR: Reviewed Field- C. Lund By: Steven T. Crabtree TJ U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 ASPHALT INSPECT'N REPORT DATE 12-09-99 2 Rivermoor Engineering & Assoc. Job. No. UTS 5840 Attn: Brian K. Jones P.E. Project Bake'n Joy Foods, N. Andover c'5ric'"e Rd P.O.Box 276 Contractor R.C. Griffin, Inc Scituate, MA 02040-0276 Weather: Partly sunny,,44 degrees 2 1/2" 15 264 7 Summary: The writer arrived at the project site at 3:00 PM and met with Bill Twomey from R.C. Griffin. Binder asphalt was being placed on the north and west parking and roadway areas. A total of 117 tons of binder was placed. Temperature and thickness readings were taken and the results are as follows: TEST NO. TEMPERATURE THICKNESS TEST NO. TEMPERATURE THICKNESS 1 268 10 281 2 1/2" 2 273 2 1/2" 11 271 3 254 12 266 2 1/2" 4 270 2 5/8" 13 270 5 275 14 273 2 5/8" 6 271 2 1/2" 15 264 7 257 16 267 2 1/2" 8 263 2 3/4" 17 265 9 278 18 285 2 1/2" 19 281 See sketch for test areas. These observations were related to Mr. Twomey prior to departure. INSPECTOR: H. Borrazzo Min day + 1 U T S OF MASSACHUSETTS, INC. hour travel Reviewed By: William P. CrabtreqW` O �m C 0 zimbom RI V E R M 0 = RIVERMOOR ENGINEERING & ASSOCIATES, INC. PROFESSIONAL ENGINEERS Job Meeting Minutes No. 14 December 17, 1999 Project: Dry Storage Addition Bake 'n Joy Foods — North Andover, MA Project #: 9922 Reported by: Brian K. Jones, P.E. Attendance: Meeting Date: 12-14-99 Michael Berry Bake `n Joy Foods (MB) Joe Anderson Bake `n Joy Foods (JA) Brian K. Jones, P.E. Rivermoor Engineering and Associates (BKJ) Bill Twomey R- C. Griffin, Inc. (BT) John Grant R- C. Griffin, Inc. (JG) Brian Mitchell Structural Systems (BM) DISCUSSION Old Business 10.08 SS and L will coordinate house keeping pad size with BY Length of pipe rail protection may require adjustment. 3 feet of clearance is required in front of the 480V panel. 11.07 RCG shall verify panel delivery date. 1217 Panels are scheduled for shipment the week of January 3rd Rivermoor and RCG will discuss options with ISSI. 12/14 Panel shipment date remains scheduled for the week of January 3r`�. 13.03 Discussed the need temporary heat during masonry wall construction. RCG will be meeting with heating contractor a will review options at the next job meeting. 12/14 Liquid Propane tank will be installed and a temporary sek( contained heating unit provided. Unit will be located on site as construction dictates.'RCG will cogr4mate location of tank with BNJ. 259 5TOCKBRID6E ROAD • P.O. BOX 276 • 50TUATE, MA 02 04 0-02 76 TEL. (781) 545-2848 • FAX (781) 544-7729 Bake `n Joy Foods Job Meeting Minutes 14 December 17,1999 Page 2 13.04 BNJ provided final rack layout drawing. REA will coordinate dimensional control with Crown. 12/14 REA updated architectural floor plan and distributed to attendants for coordination. 13.05 Pallet Racks have not been ordered. BNJ advise on anticipated delivery date. 12/14 Racks have been ordered. RCG shall update construction schedule and advise so that rack delivery can coincide with construction progress. New Business 14.01 Miscellaneous steel remains to be coordinated. 14.02 Reviewed rack layout with regard to interference at new 12' wall opening. Crown drawing indicates an 8' opening. Rack along the north wall shall slide to the west approximately 2 feet. 14.03 RCG shall request that ISSI attend the next job meeting to coordinate panel installation and review status. Progress • Completed finish pavement along the north and west faces. • Placed binder course along the south face. • Completed the steel frame. • Continuing staging job for masonry work. Short Schedule • Start masonry 12/13 • Continue with rough electrical 12/20 • Begin fire protection mains 12/20 • Complete masonry 12/24 • Panel delivery 1/3 The next job meeting is scheduled for Tuesday, December 21, 1999, at 9 AM. Please note that Rivermoor's new address is: 2 Bound Brook Court, Scituate, MA 02066. ctfully submitted, Brian K Jones, P.E. President CC. Shekar Associates '/. Q RIVERMO= RIVEf:MOOR ENGINEERING & ASSOCIATES, INC. PROFE55IONAL ENGINEERS Job Meeting Minutes No. 15 December 21, 1999 Project: Dry Storage Addition Bake 'n Joy Foods — North Andover, MA Project #: 9922 -- D Reported by: Brian K Jones, P.E. Meeting Date: 12-21-99 Attendance: Michael Berry Bake `n Joy Foods (MB) Paul DePew Bake `n Joy Foods (PD) Joe Anderson Bake `n Joy Foods (JA) Brian K Jones, P.E. Rivermoor Engineering and Associates (BKJ) Bill Twomey R- C. Griffin, Inc. (BT) John Grant R- C. Griffin, Inc. (JG) George Mathis ISSI(GM) DISCUSSION Old Business 13.03 Discussed the need temporary heat during masonry wall construction. RCG will be meeting with heating contractor a will review options at the next job meeting. 12/14 Liquid Propane tank will be installed and a temporary self contained heating unit provided. Unit will be located on site as construction dictates. RCG will coordinate location of tank with BNJ. 12121 JG will provide projected cost for planning purposes. 13.04 Pallet Racks have not been ordered. BNJ advise on anticipated delivery date. 12/14 Racks have been ordered. RCG shall update construction schedule and advise so that rack delivery can coincide with construction progress. 14.01 Miscellaneous steel remains to be coordinated. 259 5TOCKBRI06E ROAD • P.O. BOX 276 • 50TUATE, MA 02040-0276 TEL. (781) 545-2848 • FAX (781) 544-7729 01 1, !' IL Bake `n Joy Foods Job Meeting Minutes 15 December 21, 1999 Page 2 12/21 REA will revise ladder detail to include metal clad 2X wall support and base support at roof level. New Business 15.01 Wall panels were delivered on 12-20-99. , 15.02 ISSI will provided bituthane through -wall flashing along the base of the wall panels. A base channel will not be required. Panels will attach to the structural channel. 15.03 RCG will seal the existing soffit system in the area of the old cooler dock door. 15.04 BT will verify the existence of roof nailers along the edge of the existing roof. 15.05 The rip rap along the west slope requires re -work Suggest completing in the spring. 15.06 The new fire protection systems, ceiling and in -rack, shall tie into the existing header and include valves and tampers. Progress • Staged south and west walls for masonry work. • Installed temporary heating system, propane • Began masonry work along the south wall • Installing sprinkler main through the existing dry storage warehouse. • Resumed rough electrical work. Short Schedule • Complete masonry 12/29 • Begin panel installation 01/03 • Complete wall panels 01/11 • Roofing, week of 01/17 • Floor slab, week of 02/01 • Pallet rack installation 02/14 • Begin in -rack sprinklers 02/17 The next job meeting is scheduled for Tuesday, January 4, 2000, at 9 AM. There will not be a formal job meeting next week. Happy Holidays to all! ! sp ctfully submitted, nan IC. Jones, P. E. President CC. Shekar Associates w R I V E R M O = RIVERMOOR ENGINEERING & ASSOCIATES, INC. PROFESSIONAL ENGINEERS Job Meeting Minutes No. 16 January 9, 1999 Project: Dry Storage Addition Bake 'n Joy Foods — North Andover, MA Project #: 9922 Reported by: Brian K Jones, P.E. Meeting Date: 1-4-99 Attendance: Michael Berry Bake `n Joy Foods (MB) Joe Anderson Bake `n Joy Foods (JA) Brian K Jones, P.E. Rivermoor Engineering and Associates (BKT) Bill Twomey R. C. Griffin, Inc. (BT) DISCUSSION Old Business 13.03 Discussed the need temporary heat during masonry wall construction. RCG will be meeting with heating contractor a will review options at the next job meeting. 12/14 Liquid Propane tank will be installed and a temporary self contained heating unit provided. Unit will be located on site as construction dictates. RCG will coordinate location of tank with BNJ. 12/21 JG will provide projected cost for planning purposes. 13.04 Pallet Racks have not been ordered. BNJ advise on anticipated delivery date. 12/14 Racks have been ordered. RCG shall update construction schedule and advise so that rack delivery can coincide with construction progress. 1/4/00 Racks are scheduled to ship on 1/31. Should verify building status prior to shipment. 14.01 Miscellaneous steel remains to be coordinated. 12/21 REA will revise ladder detail to include metal clad 2X wall support and base support at roof level. 2 BOUND BROOK COURT • SCITUATE, MA 02066 TEL. (781) 545-2848 • FAX (781) 544-7729 Bake `n Joy Foods Job Meeting Minutes 16 January 9, 2000 Page 2 New Business 16.01 The chargers and racks in front of the new wall opening will require relocation within (2) two weeks. Door opening is tentatively scheduled for the week of 1/18. 16.02 RCG will provide a temporary wall closure upon construction of the wall opening. 16.03' BNJ will contact their security vendor to alarm the new door openings once installed. 16.04 REA prepared CO 2 and provided copies to BNJ for review and signature. 16.05 RCG submitted paint submittals. 16.06 Conservation Commission requested schedule of activities as required in the Order of Conditions. Bill Twomey prepared and provided. Progress • Completed masonry work. • Removed staging • Completed detailing the structural frame. • Installed the sprinkler main through the existing dry storage warehouse. • Continuing progress on the rough electrical work. Short Schedule • Begin panel installation 01/10 • Complete wall panels 01/14 • Begin roofing 01/12 • Ceiling sprinklers, start 01/17 • Overhead branch wiring 01/10 • Floor slab, week of 02/01 • Pallet rack installation 02/14 • Begin in -rack sprinklers 02/17 The next job meeting is scheduled for Tuesday, January 11, 2000, at 9 AM. Re ctfully submitter l �O/V nan K Jo President cc. Shekar Associates R I V E R M O O R RIVERMOOR ENGINEERING & ASSOCIATES, INC. PROFESSIONAL ENGINEERS Job Meeting Minutes No. 1.7 January 14, 1999 F��.D Project: Dry Storage Addition Bake 'n Joy Foods — North Andover, MA Project #: 9922 Reported by: Brian K. Jones, P.E. Meeting Date: 1-11-00 Attendance: Paul DePew Bake `n Joy Foods (PD) John Grant R. C. Griffin, Inc. (JG) Brian K. Jones, P.E. Rivermoor Engineering and Associates (BKJ) Bill Twomey R. C. Griffin, Inc. (BT) DISCUSSION Old Business 13.04 Pallet Racks have not been ordered. BNJ advise on anticipated delivery date. 12/14 Racks have been ordered. RCG shall update construction schedule and advise so that rack delivery can coincide with construction progress. 1/4/00 Racks are scheduled to ship on 1/31. Should verify building status prior to shipment. 16.01 The chargers and racks in front of the new wall opening will require relocation within (2) two weeks. Door opening is tentatively scheduled for the week of 1/18. 16.04 REA prepared CO 2 and provided copies to BNJ for review and signature. 1/11 Co has been approved. PD will provided signed copies to Rivermoor. 16.05 RCG submitted paint submittals. 1/11 Paint color shall match existing. 2 BOUND BROOK COURT • SCITUATE, MA 02066 TEL. (781) 545-2848 • FAX (781) 544-7729 Bake `n Joy Foods Job Meeting Minutes 17 January 14, 2000 Page 2 New Business 17.01 Returned miscellaneous steel shop drawings. 17.02 Processed December payment request. 17.03 The electrical change over must be coordinated with BNJ. The intent is to change over (1) breaker at a time. 17.04 'Insulation cants will not be required along D line. 17.05 A roof nailer is not required along the existing low roof, D line. ISSI will lay plywood on a slip -sheet, set a base track on the plywood and install the panel. The panel is supported by the roof edge angle and girt immediately above the base of the wall. 17.06 Short panels set on the existing low roof shall be caulked along the exterior joint, full height. 17.07 Coordinated the location of the lights relative to the sprinklers. Heads will be located a minimum of 2' from the lights, piping will be a minimum of 8" from the lights. 17.08 Lights along A.5 aisle will be shifted to the North. Progress • Started panel installation on 1/11. • Cleaning new masonry walls. • Ran the new sprinkler main through the building. • Continuing progress on the rough electrical work. Preparing for changing over the existing panels to the new location. Short Schedule • Complete panel installation 01/14 • Begin roofing 01/17 • Ceiling sprinklers, start 01/17 • Change over electrical panels 01/21 • Cut new wall opening, week of 01/24 • Floor slab, week of 02/01 • Pallet rack installation 02/14 • Begin in -rack sprinklers 02/17 The next job meeting is scheduled for Tuesday, January 18, 2000, at 9 AM. Respectfully submitted, Brian K. Jones, P.E. President cc. Shekar Associates C C (fammon"At o` Maieacliwe[fa Official Usc Only �.Ucc�� nut No. ePar[manl o`,}cc77 ire �arvice4 Per BOARD OF FIRE PREVENTION REGULATIONS,Occupancy and Fee Checked Rev. 11/99] APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All wurk to be performed in accordance with the Massachusetts Electrical Code (XIEC). 527 CNIR 12.00 (PLE,I.SE PRINT liV INK OR 'IYI'E ALL IrYFORMA770N) Date; City or 'Town of: —No To the Inspector of 1•Y,ires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street &E Number) 3 S. t W I A C Owner or Tcnapt /j /(�_^f _ To Y Telephone No. ' Owner's Address 5P 64 F Is this permit fu conjunction witlr n buildinb permit? Yes 1-911" No ❑ (Check r\ppropriale Bux) Purlrosc of 13ui1t1ing_ (' 0 K,, "-, c' e- C Utility Authorization No. Existing Service Amps / Volts Overhead ElUudgrd ❑ No. of Aiders New Service Amps / Volts Overhead ❑ Undard❑ b No. of itileters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: No. of Recessed Fixtures No. of Lighting Outlets No. of Lighting Fixtures No. of Receptacle Outlets No. of Switches Nu. of Ranges No. of Waste Disposers No. of Dishwashers No. of Drver•s No. of Water Venters No. of Ceil: Susp. (Paddle) Fans No. of ]lot Tubs Swimming Pool ¢r No. of Oil Burners No, of Gas Burners No. of Air Cond. e ❑ ln: Totals: Space/Area Heating K\V Vint table may be ,t•aice t 0.0 rallsformCrs Generators o o. o tnergent Battery Units ALARA•IS the hispccror of Wirc•s. '1 otal KVA KVA tg ting. o. of Zoites rro. of .vetection and Initiating Devices Total Tons No, ,of Alerting Devices nscnta:........._._........- omc Detection/Alertin Devices Local[] utttctpa Connection El Other ccurrty ystcros: _Nu. of Devices or Equivaleul Dain Wring: No. of Devices orE ufvalent Ic ecommunrca(ions 1 'trulg: No. of Devices or Equivalent Heating, Appliances K1V KW No. or No. of Sins Ballasts No. Hydromnssage Bathtubs OTHER: No. of Motors Total IIP Attach additional detail if esrred, or as required by the Inspector of 1Yires. INSURANCE CO VF,IUkCE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee pt'ovides proof of liability insurance including "conipleted operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof ofsame to the permit issuing office. CHECK ONE: IN'SUR.,\NCE ❑ BOND ❑ OTHER ❑ (Specify:) Estimated Value of Electrical 1N'ork:• (When required by municipal policy.) (Expiration Date) Work to Start: Inspections to be requested ui accordance with MEC Rule 10, and upon completion. I certify, rattler the pains ant! penal/ies of petjury, that die informaii it this application i e attel courplete. F1101 NAME: /Ll '%tF E'c E c' _ L t C A)C- LIC. NO.: Licensee: AA w 0,2 t= Signnt e Ge Y 1t +N'p4 5 3 7 5• l! In i - l n � !ic•ablr, enter• "c•.e: nip[ " in the• license number titre.) Address: Bus. Tel. No.: Alt. Tel.. Nu.: ONVNER'S INSURANCE WAIVER: I am aware that the Licensee dors not have the liability insurance coverage normally required by law. By my sil-naturc below, I hereby waive this requirement. I ant the (check onc) ❑ owner ❑ Owner's n�cnt. Oivncr/�\�cnt Si,naturc 'Telephone No. P!,RHIT Fl•1;: S /-7 s- - �Z C Commonwaald o/ MjacLelb ofricial.-Uw Qn cc �/� cc77 Permit No. M MOM W3�LJaPartnunE o�,}iraarvica! BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checke�� Rev 11/991 (leave blank) APPLICATION FOR PE IT TO PERFORM ELECTRICAL WORK All wurk to be performed in accor an c with the Mussachusetts rlectrical Code (MGC), 527 CNIR 12.00 (PLEiLSE PRINT IN INK OR TYPE rlLL h F Rt61,-(77ON) Date; (e O S< City or'1'own of: - N Dc; U To the litshector of J•Y'ires: By this application the undersigned gives node of his or her intention to perform the electrical work described below. Location (Street & Number) 35-/ .Wt (I_ah�J S7 C i�l4kF+��cc - toy Owner or Tenaut 5c.0'tT cc Aj s rk u c-1 /o w cc., IN C- Telephone No. cj?r-37Y-0b3 y Owner's Address 1d- R c ti t-�S JZ D• if A 5/Eyi Iit CL tq of ?3 Is this permit In conjunction with n building permit? Yes D No ❑ (Check Approprinte Box) i'urpuse of Building Cr "t- l-( r: -v -c t,';4 c Utility Authorization No. Existing Sct-vlec Amps / Volts Overhead ❑ Undgrd ❑ No. orMetcrs New Seri -ice Amps / Volts Overhead ❑ Undard ❑ No. of iYIeters. Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: i5 L g G 7 E.h AA,, T 0- a Co 5 T / t/ ey o. u 0 (t t T -c (•-E1v -j.0 p -r- t c E Cuutoletion ofthe tollulvine table nine be u-niv-1 t, -•,a . a,.b, ,,,,,..,� u�;,•,.. No. of Recessed Fixtures No. of Ceil: Susp. (Pnddie) Fans Transformers KV No. of Lighting Outlets No. of ]-lot Tubs Generators KNIA No. of Lighting Fixtures 9 Swimmrod. utg Pool Above ❑ nrn- ❑d. Batte o. o Units tnergency ig tang. No. of Receptacle Outlets 3 7 No. of Oil Burners FIRE ALARINIS No. of Zones No. of Switches No. of Gas Burners o. o etection antf Initiatin Devices I Nu. of Rnnges No. of Air Cond. Total Tons No• .of Alerting Devices ,,No. of Waste Disposers cat uuip Totals: Number ons No. Of c - ontatnc Detectiott/Alertin Devices No. of Dish»rashers Space/Area Heating KW Local ❑ untctpa El Other Connection No. of Drver•s fleatfng Applinnees IM SecuritySystems: No. of Devices or Equivalent No. of ater K1V Iicatct s o. of NO. of Siu-ns Ballasts Datn Wiring: No. of Devices or E uivalent No. Hydromassage Bathtubs No. of illotors Total h111 c ecommunicaons irtng: h No. of Devices or Equivalent FoTHER � Ds To RuuF VE*rl�►t ><r C,ks out�ct t nt t�� �E FJ«C.r vhTan�(oAJV Ouclkw(k-TTCi/ D"5'A'u*StFcr' U N t"S cw� f aD H .I(E Attach additional detail iifdesired, or as reuired by the Inspector of Wires. INSURANCE COVEILkCE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee p?bvides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of some to the permit issuing office. CHECK ONE: 1NSUP-ANCE ❑ BOND ❑ 91'1-IER ❑ (Specify:) (Expiration Datc) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested bi accordance with MEC Rule 10, and upon completion. I certify, under the pains anel penalties ofperjury, that the infurntaol lui�t this applictr90, and compleiv. F1101 NAIVE: i.iccnnscc: A ti t NUnry f} 142 U,2 9- Si;nat (If applicable, enter "exempt - in I/le license number line.) Address: GS AVCp dl -0, L0 P. H4yk-7t1q/1L, M A D OWNER'S INSURANCE WAIVER: 1 am aware that the Licensee does rcquired by law. By my signature below, I hereby waive this requirement, On•ncr/Agcnt Signature 'Telephone No. LIC. NO.: _ NO.:j9/5 375 Bus. Tel. No.: 97Z I )*- -S8 7 7 S Alt. Tel, No.: rot have the liability insurance coverage normally I ani the (check one) ❑ owner ❑ owner's aernt. 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LOCATION: Assessor's Map Number Subdivision ZA8 reet 3-5-1 UALc<X" 5-rgegr 500-n-1 Parcel Lots) St. Number Use Only*********************** 1 RECOMMENDATIONS OF TOWN AGENTS: Date Approved onservation Administrator Date Rejected Comments I -� 99.) Date Approved Town Planner Date Rejected Comments Food Inspector -Health Septic Inspector -Health comments Public Works -- sewer/water connections - driveway permit Department`,'Cee,-� RSV Received by Building_Tnspector Date Approved Date Rejected Date Approved z6 Date Rejected �e,,) Zd :'!0; F,IT J !4'(i'c'a•7/i It /.:t7r J,/ •'lJnd•I S' 7 OCT. 13 '94 (FRI) 07:32 COMMUNICATION No:58 PAGE -2 Date �� :�b • �. `��+. ate.: ,t) -.. ii a �'� �' 1At,`t}�, �al FK1 .'� f :�t1' is ��� x �, r; �i t:+� � h � '• � � v �4t '1 St }.�'?�i s�{ .��;`e��'�, ,+Qfi +".� t�,. � � s 1, 1. \. t� �1 �}\�V�t S+T+4i als��� �d•�� y t'},S i.�, ha� .:1 •ha�. �,�. ti �*� r+r; �• • 7t- $. -'y - 47..4• t �`�. i.'r'�7><'�f+..it�l.t�\l,\t�,���_J'�'��r`� �•,oti;,���"3 �i`,tr,'�r.�fil h\� 1� t.��,�k Sg < �, �:i t , S. 4� r � '� -1 ��n t`s yar �i Z {.�'ya^ t\\ ll`n �,�. 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I ro�M'Z r »� T H E A M E R I C A N .0� I N S T I T U T E AIA Document A101 O F A R C H• I T ,E C T S Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM 1987 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES, CONSULTATION WITH ANA TTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The 1987 Edition of AIA Document A201, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. This document has been approved and endorsed by The Associated General Contractors of America. AGREEMENT made as of the Eighteenth dad- of October in the year of Nineteen Hundred and Ninety -Four BETWEEN the Owner: Muffin Realty Trust (Name and address) 351 Willow St. South N. Andover, MA 01845 and the Contractor: (name and address) The Project is: (Name and location) The Architect is: (Name and address) Carr Enterprises, Ltd. 7 Dearborn Rd., P.O. Box 3035 Peabody, MA 01960 Bake n' Joy Foods, Inc. - New Freezer Addition 351 Willow St. South N. Andover, MA 01845 Stahlman Enigneering Corp. 10 N. Pleasant St., P.O. Box 245 New London, NH 03257 The Owner and Contractor agree as set forth below, wherever the word "Architect" is used it shall be understood to mean "Engineer" Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, ©1987 by The American Institute of Archi- tects, 1735 New York Avenue. N.W., %Washington, D.C. 20006. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright lams of the United States and will be subject to legal prosecution. AIA DOCUMENT A101 • OWNER -CONTRACTOR AGREEMENT* TWELFTH EDITION • AIA° • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A101-1987 1 r :.j CMR 10-09 Form 5 RECE7IVET) DANdE1_ L -0'1G T0la'Iq CLE:%K flt7iZT1? .!i G'e'LR F".ee.E2:42 7 JUL 19 12 1g NN' e (To o, Voaa or CEP) C,oY• roam+ North Andover Commonwealth Realty TriLst of Massacnusetts „�r,t 'Muf f i n Lot A (4351) Willow Street ATTEST' Order of Conditions A Vne Copy Massachusetts Wetlands Protection dict �'� G.L. C. 131, §40 and under the Town of North Andover's Wetlands Bylaw, ChaWOM I% From Gerald, Gary & Robert Ogan, Trustees Tc— Muf_- Sa (Name of Applicant) (Name of property ownerl 351 Willow Street AddressNorth Anrl��>ar Mo -4i R45 Address ®------ 9 This Croer is issued and delivered as follows: (date) ❑ by hand delivery to applicant or representative /oIn by certified mail. return receipt recuested on / 7� (date) This project is located at The property is recorded at the Registry of Boo 2226 Page 0098 — Cerir"i=e (it registered) The Nona: of Intent for this Orojeci was filed on Ja-(date) The oublic nearing was closed on June 16 1993 (date) Findings has reviewed the above -referenced Notice of The ana has neio a punlic.neanng on the ,role:: -has °n the inions anon 2vaiiaD'.e t° the Intent anc titans has determined that NACC at this time. the wnicn tete proposed work is to be done is significant to the following interests in accordance with the area on the Presutrptions of Sianif,cance set form in the reguiaaons :or earn Area Subject to Protec-on Unoer the Act (:eck as accropnatel: Ch.178 ❑ prevention of erosion and sedimentation [3 Land contatning shellfish Pubi-c water suppfY ❑ Flood control ❑ Storm damage prevention ❑ P Private water supply oleries ❑ Prevention of poiluuon ❑ Ptrotectton of wildlife habitat Q Ground water suppfY . Ch. 178 ❑ Wildlife Recreation State Share a Share Total Fling Fee Submtned $•275.00 (+fz fee in excess Of S25) City,Town Share Cit /Town Portion S Total Refund Due S Y State Portion S (1/2 total) (1/z total) - Cr19_-i:ve i/;nrG W 0 fore, the North Andover Conservation Commission (hereafter NACC") hereby finds that the following conditions are sary, in accordance with the Performance Standards set forth e State Regulations, the local ByLaw and Regulations, to ct those interests noted above. The NACC orders that all shall be performed in accordance with said conditions and the Notice of Intent referenced above. To the extent that `ollowing conditions modify or differ from the plans, _fications or other proposals submitted with the Notice of it, the conditions shall control. GENERAL CONDITIONS 1. Failure to comply with all conditions stated herein, all related statutes and other regulatory measures, shall deemed cause to revoke or modify this Order. and with be 2. This Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state or local statutes, ordinances, by-laws or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order. 5. This Order may be extended by the issuing authority the or more periods of up to one year each upon app issuing authority at least 30 days prior to the expiration date of the Order. 6. Where the Department of Environmental Protection is requested to make a determination and to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before the Department. 7. The proposed work includes expansion of industrial building plus additional paving and "sound fence". 8. The work shall conform to the following (except as noted in the remainder of this document where revisions may be required): (a) Notice of Intent filed by Mifflin Realty TrusInc./Stalman (b) Plans prepared by Thomas E. Neve Associates, Engineering Corp., revised 5/12/93. 9. The following wetland resource area is affected by the proposed work: buffer zone. These resource asrnotedraboven1fThese to the interests of the Act andTown 8' 647 #351 Willow Street 3 25 resource areas are also significant to the recreational and wildlife interests of the Bylaw. The applicant has not attempted to overcome the presumption of significance of these resource areas to the identified interests. 10. The NACC agrees with the applicant's delineation of the wetland resource areas on the site as shown on the plans dated revised 5/12/93. 11. Issuance of these Conditions does not in any way imply or certify that the site or downstream areas will not be subject to flooding or storm damage. 12. The conditions of this decision shall apply to, and be binding upon, the applicant, owner, its employees and all successors and assigns in interest or control. 13. The NACC finds that the intensive use of the upland areas and buffer zone proposed on this site to construct building expansion will cause further alteration of the wetland resource areas. In order to prevent any alteration of wetland resource areas beyond those proposed in the Notice of Intent and approved herein, a twenty-five (25) foot no -disturbance zone and a fifty (50) foot no -construction zone shall be established from the edge of the adjacent wetlands. No disturbance of existing grade, soils or vegetation is permitted in the no -disturbance zone. (See Appendix 5 of the local Regulations). Exceptions: from flag A3 to A7 as indicated on plans. 14. All catch basins shall contain oil/gasoline traps, and it shall be a continuing condition of this order, even after a .Certificate of Compliance is issued, that the oil/gasoline traps in the catch basins be maintained. All catch basins shall be free of all accumulated silt and debris before a Compliance is issued and the owner or his/her agent shall so specify in the request for a Compliance. 15. This Order of Conditions is issued in addition to those issued under File No. 242-317. PRIOR TO CONSTRUCTION 16. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or, if such an appeal has been filed, until all proceedings before the Department or Court have been completed. 17. This Order shall be recorded by the applicant at the Registry of Deeds immediately after the expiration of all appeal periods. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Land Court for the 47 #351 Willow Street 4 Itrict in which the land is located, within the chain of title the.affected property. In the case of recorded land, the Final Order shall also be.noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is to be done. The recording information shall be submitted to the North Andover Conservation Commission on the form at the end of this Order prior to commencement of the work. 18. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection, File Number 242-64711. 19. Any changes in the submitted plans caused by the applicant, another Board's decision or resulting from this Order of Conditions must be submitted to the NACC for approval prior to implementation. If the NACC finds said changes to be significant, the NACC will call for another public hearing (at the expense of the applicant). Within 21 days of the close of said public hearing the NACC will issue an amended or new Order of Conditions. Any errors found in the plans or information submitted by the applicant shall be considered as changes. The proposed project may be still under review by other local or state boards or agencies. This may result in changes to the project plans or wetland impacts. If any such changes occur a revised plan and an explanation of the revisions shall be submitted to the NACC for review and approval prior to the start of construction. No work shall begin on a project until written approval has been granted by the NACC. 20. The applicant shall contact the Conservation Office prior to site preparation or construction and shall arrange an on-site conference with an NACC representative, the contractor and the applicant to ensure that all of the Conditions of this Order are understood. This Order also shall be made a part of the contractor's written contract. The applicant or contractor shall notify the NACC in writing of the identity of the on-site construction supervisor hired to coordinate construction and to ensure compliance with this Order. 21. The applicant shall submit a construction schedule/sequence to the NACC detailing the proposed sequence of work on site to complete this project. 22. Wetland flagging shall be checked prior to start of construction and shall be re-established where missing so that erosion control measures can be properly placed and wetland impacts can be monitored. 5 W-2-647 #351 Willow Street 3. A row of staked hay bales backed by a siltation fence shall be placed between all construction areas and wetlands. The erosion control barrier will be properly installed and placed as indicated on plan and shall be inspected and approved by the NACC prior to the start of construction and shall remain intact until all disturbed areas have been permanently stabilized to prevent erosion. All erosion prevention and sedimentation protection measures found necessary during construction shall be implemented at the direction of the NACC. 24. The applicant shall have on hand at the start of any soil disturbance, removal or stockpiling, a minimum of twenty-eight (28) hay bales and sufficient stakes for staking these bales (or an equivalent amount of silt fence). Said bales shall be used only for the control,of emergency erosion problems, and shall not be used for the normal control of erosion. 25. A proper bond or a deposit of money running to the Town of North Andover shall be provided in the amount of $5,000.00 which shall be in all respects satisfactory to Town Counsel, Town Treasurer, and the NACC, and shall be posted with the North Andover Town Treasurer before commencement of work. Said bond or deposit of money shall be conditioned on the completion of all conditions hereof, shall be signed by a party or parties satisfactory to the NACC, and Town Counsel, and shall be released after completion of the project, provided that provision, satisfactory to the NACC, has been made for performance of any conditions which are of continuing nature. The applicant may propose a bond release schedule keyed to completion of specific portions of the project for the NACC's review and approval. This condition is issued under the authority of the local Bylaw. DURING CONSTRUCTION 26. Upon beginning work, the applicant shall submit written progress reports every one (1) month detailing what work has been done in or near resource areas, and what work is anticipated to be done over the next period. This will update the construction sequence. 27. Any fill used in connection with this project shall be clean fill, containing no trash, refuse rubbish or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles or parts of any of the foregoing. 28. No exposed area shall remain unfinished for more than thirty (30) days, unless approved by the NACC. 29. No regrading in the buffer zone shall have a slope steeper be than 2:1 (horizontal:vertical). Slopes of steeper grade 1.1 -647 #351. Willow Street c �.lp-rapped to provide permanent stabilization. .y of soil or other materials r 30. There shall be no stockpiling within twenty-five (25) feet of any resource area. 31. Washings from concrete trucks, or surplus concrete, shall not be directed to, any drainage system or wetland resource area. 32. All waste generated by, or associated with, the construction activity shall be contained within the construction area, and away from any wetland resource area. disposal ofawaste on thesite burying of spent construction materials or by any other means. The applicant shall maintain dumpsters (or other suitable means) at the site for the storage and removal of such spent construction materials off-site. 33. Accepted engineering and construction standards andproject. procedures shall be followed in the completion of the pro j 34. Members of the NACC or its agent shall have the right to enter upon.and inspect the premises to evaluate and/or effect compliance with this Order of Conditions. The NACC reserves the right to require, following field inspection, additional information or resource protection measures. 35. During and after work on this project, there shall be no discharge or spillage of fuel, or other pollutants into any wetland resource area. If there is a spill or discharge of any pollutant during any phase of construction the NACC shall be notified by the applicant within one (1) business day. No construction vehicles are to be stored with1 in 00 feet of fwtionnd equipment resource areas, and no vehicle refueling, q P or maintenance is to be done within 100 feet of a resource area. AFTER CONSTRUCTION 36. No underground storage of fuel oils shall be allowed on any lot within one -hundred (100) feet of any wetland resource area. This Condition shall survive this Order of Conditions, and shall run with the title of the property. This condition is issued under the authority of the Town's Wetland Protection ByLaw. 37. Fertilizers utilized for landscaping and lawn care shall be organic and low -nitrogen content, and shall be used in moderation. Pesticides and herbicides shall not be used within 100 feet of a wetland resource area. This condition is issued under the authority of the Town's Wetland Protection ByL 38. Upon completion of construction and grading, all disturbed areas located outside resource areas shall be stabilized permanently against erosion. This shall be done either by 2-647 #351 Willow Street if the latter se is chosen, and seeding according to SCS standards. complete once naming stabilization will be considered cour vegetative cover has been achieved. project, the applicant shall submit a 39. Upon completion of the prof Engineer letter to the NACC from a RegistoTdered Pro offConditionsland the in compliance with this or approved revisions). A certifying approved plans referenced herein „ topographic plan of all areas within the all be stamped As -Built" This ans of Compliance is requested. jurisdiction of the Wetlands Protection Act and y submitted when a Certificate plan will include: e structures a. As-Builwetland. t" elevations of all drainage constructed within 100 radesnof all b. "As -Built" elevations andnd gg filled or altered wetland resource areas. to C. Distances from structures work. "Work" includes d. A line showing the limit of Wetation. any disturbance of soils or veg 40. The following special conditions shall survive the issuance of a Certificate of Compliance for this project: 14. Maintenance of catch basins. of tants. 35. Discharge or spillage of fuels underground. 36. Prohibition of storage of fertilizers, herbicides 37. Limitations on and pesticides. 41. As indicated on plans, applicant should construct a . shown Said pond shall be loamed stormwater detention pond as so vegetation and must be and seeded with applicant's choice of stable prior to issuance of Certificate of Compliance. M 13 �E E�1 ESS °al id 8y Nort'Andover Conservation Commission Is This Order must be signed by a majority of the Conservation Commission. U On this 7 �' day of � �- 19- before me personally appeared �6,09a E N to me known to be the person described in and who executed the foregoing instrument and acknowledged that he: she executed the same as his/her free act and deed. Notary Public My commission ex ires The adolicant. tris owner. any person aggrieved by this Order, any owner of land abutting the land upon which the oropcsea work is to be done. or any ten residents of the city or town in which such land is located. are hereby notilied of their ngnt to request the Department of Environmental Protection to issue a Superseding Order, providing the request is made by certified mail or hand delivery to the Deoanment. with the appropriate filing fee and Fee Transmittal Form as provided in 310 CMR 10.03(7). within ten days from the date of issuance of this Determination. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and the applicant. If you wish to appeal this decision under the Town Bylaw, a complaint must be filed in Superior Court. MODIFICATION TO ORDER OF CONDITIONS File No. 242-647 c Bake n' Joy Cf- Projects _ Lot A (#3511 _FIi1Law Straat ate, _.The NORTH ANDOVER CONSERVATION COMMISSION at its meeting on -. f Pgay 11, 1994 agreed to accept ravi �Pd plan dated May 6. 1994, as a Modification to the Order of Condition issued in file #242- 647 dated .T„jy 2o, 199'i and recorded in Book # Cert. #21235 and Page # Issue by the NORTH ANDOVER CON RV4T]�ON COMM I -ON ALL v day of 19 , On this before me personally appeared to me known to be the person described in and wh executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed. ( &&P a Pa 1 1_Q�� My Conmksion Expkft lune 20, 1997 Notary Public My commission expires A receipt from the Registry of Deeds must be submittedto this office showing that this Modification has been -recor.ded and referenced to the Book and Page numbers where th inal Order #242- 647 was recorded. ATrue Copy 7lbwn Clerk c -- r. << ~° Town of 120 Main Street OFFICES OF: ; ' ANDOVER North Andover, APPEALS :: ^" •'' NORTH Massachusetts O 1845 BUILDING ' IA IH.u- y mss`� ` DIVISION OF (61 7) 685-4775 CONSERVATION HEALTH PLANNING & COMMUNITY DEVELOPMENT PLANNING KAREN H.P. NELSON, DIRECTOR MODIFICATION TO ORDER OF CONDITIONS File No. 242-647 c Bake n' Joy Cf- Projects _ Lot A (#3511 _FIi1Law Straat ate, _.The NORTH ANDOVER CONSERVATION COMMISSION at its meeting on -. f Pgay 11, 1994 agreed to accept ravi �Pd plan dated May 6. 1994, as a Modification to the Order of Condition issued in file #242- 647 dated .T„jy 2o, 199'i and recorded in Book # Cert. #21235 and Page # Issue by the NORTH ANDOVER CON RV4T]�ON COMM I -ON ALL v day of 19 , On this before me personally appeared to me known to be the person described in and wh executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed. ( &&P a Pa 1 1_Q�� My Conmksion Expkft lune 20, 1997 Notary Public My commission expires A receipt from the Registry of Deeds must be submittedto this office showing that this Modification has been -recor.ded and referenced to the Book and Page numbers where th inal Order #242- 647 was recorded. ATrue Copy 7lbwn Clerk c -- r. << T®`WN Ot N0RTR AN D0 VER`11`,:� HASSAC]aUSETTS This is to certify ulat twenty (20) days have elapsed frorn date of decision filed without filing of an appeal. D�tetl 4q. TDy�� i3�f�_� sil A /-U Town Clerk Any appeal shah be filed within (20) days after the date of filing of this Notice In the Office of the Town Clerk. NOTICE OF DECISION ATTEST: A True Copy 4�;—aV,� Town Clerk Date...uly 6, ...... 1993.....•••••••.•••. March 16,April 20,May 18, Date of Hearing June. 1� , June. 15 . June 22, . 1993 Petition Of .Muffin. Realty Trust .. . . .. ..... .......................... 351 Premises affected ...................... Referring to the above petition for a special permit from the requirements No: . North Andover • . . Zoning Bylaw section8: • 3 : • • Site Plan Review of the , , , .. . • • • • • . . so as to permit the, const, uct i on .of .a .13, 090. sc.. ft:. addition, to .an .exist in( .building .to be used, for, manufacturing /freezer for. food. processinc�.facility... . .... . ..... . .. ......... ....... .. .... ....... . ilit. After a public hearing given on the above date, the Planning Board voted CONDITIONALLY to.APPROVE........the ....SITE.PLAN.REVIEW.................................... cc: Director of Public Works Luilding Inspector Health Administrator Assessors Conservation Administrator Police Chief Fire Chief Applicant Engineer File Interested PArties based upon the following conditions: Signed4a-Akl-�""-&& Richard Nardella, Chairman ................................ John Simons, Vice Chairman ................................ Joseph Mahoney, Clerk ................................ John Draper ................................ Richard Rowen i.P. NELSON or . . o®wn of -dor s �. NORTH ANDOVER BUILDING ; Se+c�usE` DIVISION OF CONSERVATION HEALTH PLANNING & COMMUNITY DEVELOPMENT PLANNING July 6, 1993 1.20 Main Street -01845 (508) 682-6483- Mr. 82-6483 Mr. Daniel Long, Town Clerk Town Building 120 Main Street North Andover, MA 01845 Re: Site Plan Review - Bake 'N' Joy Dear Mr. Long: The North Andover Planning Board held a public hearing on March 16, 1993 in the Senior Center behind Town Building upon the application of Muffin Realty Trust, 351 Willow Street, requesting Site Plan Approval under Section 8.3 of the North Andover Zoning Bylaw. The following members were present: George Perna, Chairman, John Draper, Joseph Mahoney, Richard Nardella, Richard Rowen and John Simons. The legal notice was published in the .Lawrence Eagle Tribune on March 1, and March 8, 1993 and all parties of interest were properly notified. Mr. Simons read the legal notice to open the public hearing. Mr. Simons also read a letter from the applicant requesting continuance of the public hearing to April 20th. Mr. James Bourgeois, Thomas E. Neve Associates, gave a brief introduction of the project. On a motion by Mr. Nardella, seconded by Mr. Draper the Board voted to continue the public hearing to April 20, 1993. On April 20, 1993 the Planning Board held a.regular meeting. The following members were present: Joseph Mahoney, Richard Rowen, John Draper John Simons and George Perna. A letter was read from the applicant requesting continuance of the public hearing to May 18, 1993. On a motion by Mr. Perna, seconded by Mr. Rowen, the Board voted to continue the public hearing to May 18, 1993. On May 18, 1993 the Planning Board held a regular meeting. The following members were present: Richard Nardella, Joseph Mahoney, Richard Rowen, George Perna and John Simons. Page 2: Bake 'N' Joy James Bourgeois, Engineer, was present. Also present was Steven Caron, 22 Kathleen Drive; Andover, as the neighborhood spokesperson. The applicant is proposing a 13,090 sq.ft. freezer addition. Mr. Bourgeois gave the Board a summary of the proposal. A 50 ft. extension of loading (paving) area to new loading bays into a grassy slope. There would be 40-50 ft. of trees eliminated by this proposal. No additional employees will be required. Parking - 84 spaces built, 65 used. Materials for addition will match existing structure. Mr. Rowen asked why 40-50 ft. of trees would be pulled out to get to the loading dock. Three new docks were being added for a total of 10. There would be no operations on the weekends. Current Night-time Operations: 1. Up to 6 trucks with refrigeration loaded between 5:00 p.m. and 2:00 a.m. Trucks idle until departure at 5:00 a.m. 2. Night shift ends when trucks are loaded. Mr. Perna asked Ms. Bradley to check the Town Bylaw regarding idling trucks. Kathleen Drive neighbors told the Board that it has been a historic problem with the noise and vibrations. The applicant has two proposals to address the noise and vibrations issues: 1. berm constructed - 50' tree cut Mr. Perna asked what the distance was from the berm to the nearest house. The answer was 425 ft. 2. Limit hours of operations because berm tied to construction of addition, not going to be constructed until next year. The applicant would agree not to run trucks at night until berm was built with option at that time to make a determination as to whether limit of operation works better. Berm to be considered as an option. Mr. Robert Ogan, Vice President of Bake 'N' Joy spoke on the hours of refrigerator units on trucks - no operation until 5:00 a.m. Page 3: Bake 'N' Joy Mr. Nardella questioned effect on business. Mr. Ogan stated that this limitation would not have a great detriment to business. Mr. Nardella reserved comments regarding lighting and landscaping until the next meeting. Mr. Robert Cates, 16 Kathleen Drive, stated that at 5:00 a.m. horns are blowing, there is banging and slamming. Peter Schwind, 20 Kathleen Drive, stated that neighbors have been working together, berms as a permanent solution, question problems with memorializing agreement. Dorothea Bakulski, Kathleen Drive, affected by vibrations. Beth Schwind, 20 Kathleen Drive asked what happens if there is a new owner. The answer was that the requirements would be memorialized in any Planning Board decision. Steve Caron, 22 Kathleen Drive, questioned about increase in the number of trucks in the future. One of the abutters stated that there is a problem at 5:00 a.m. with windows open in the summer and the excess noise. Mr. Nardella suggested monitoring the level of noise in the early morning. Phyllis Cates, Kathleen Drive, stated that there was a lighting problem although it has improved because lights redirected down. Conservation approved with the following: 1. add one catch basin 2. modify existing to create swall Barbara Pulsford wanted berm to curve around .cite. Mr. Bourgeois said no because of the wetland edge. On a motion by Mr. Rowen, seconded by Mr. Simons the Board voted to continue the public hearing to June 1, 1993. On June 1, 1993 the Planning Board held a regular meeting in Cafeteria A at the High School. The following members were present: Richard Nardella, John Simons, Joseph Mahoney, Richard Rowen, George Perna and John Draper. A letter was submitted to the Board by the neighbors. A letter was also submitted to the Board by Neve Associates. 713 Y Page 4: Bake ' N' Joy Mr. Simons questioned the elimination of 100' of trees. Mr. James Bourgeois stated that 200' of trees will remain between limit of construction and Route 114. Mr. Draper asked what the berm would be made 'of. Mr. Bourgeois stated that it would be an earth berm with woodboard fence on top. Additional parking not required. There will be 65 spaces utilized and 75 space provided. Mr. Perna asked if any new people will be hired as part of the expansion. Mr. Ogan, Bake 'N' Joy, stated that there would be no new people hired. Mr. Draper asked if there would be any additional expansion. Mr. Bourgeois stated that there may be additions but no plans at the present time. Mr. Ogan talked with the morning manager to get the morning schedule. 4:45 a.m. 6 people arrive - gate unlocked doors opened 5:00 - 5:15 trucks leave - trucks do not back up in the morning. Trucks come back from routes between 1:00 a.m. to 4:00 p.m.. They pull into the yard and back into building in the afternoon and turned off for the night. Trucks are loaded in the morning. Dry product is loaded onto the trucks at night until 9:00 to 10:00 p.m. Neighbors want to make sure these changes are permanent. Mr. Mahoney asked what were the plans for the berm. Mr. Bourgeois asked that the Board approve conditionally with restrictions on hours of operations and when addition is constructed, either keep hours of operations restricted or build berm. Mr. Peter Schwind, 13 Kathleen Drive, stated that there was still some noise. Mr. Nardella asked if there was any way further to mitigate the noise. Mr. Bourgeois answer was "no". Neighbors concerned that there will not be a permanent physical barrier -- enforceability problems. It would not be practicable to build berm if not required because it would eliminate trees. Neighbors would like a sound barrier to address early morning issues. Page 5: Bake 'N' Joy On a motion by Mr. Mahoney, seconded by Mr. Rowen, the Board voted to close the public hearing and take the matter .under advisement. On June 15, 1993 the Planning Board held a regular meeting in the Senior Center behind Town building. The following members were present: Richard Nardella, Richard Rowen and George Perna. Also present were Bob Ogan, Vice President of Bake 'N' Joy and James Bourgeois, engineer with Thomas Neve Associates. The Board discussed the draft decision. Refrigerator trucks will not be operated from 10:00 p.m. to 5:00 a.m. Ms. Bradley to check with Ms. Nelson as to Town policy of requiring plans to be recorded with Registry of Deeds as opposed to just the decision. Issues of berm versus berm and fence were discussed. Construction of berm would eliminate trees and thus some buffer. On a motion by Mr. Perna, seconded by Mr. Rowen, the Board voted to continue the discussions until the next meeting as there was no quorum, so no vote. On June 22, 1993 the Planning Board held a regular meeting. The following members were present: Richard Nar_della, Richard Rowen, George Perna and Joseph Mahoney. On a motion by Mr. Rowen, seconded by Mr. Mahoney, the Board voted to approve the decision drafted, with amendments. Attached are those conditions. Sincerely, NORTH ANDOVER PLANNING BOARD . xG1 -d A. Nardella airman Richard, Ch cc: Director of Public Works Building Inspector Conservation Administrator IIealt.h Administrator Assessors Police Chief Fire Chief Applicant Engineer File 76 351 Willow Street - Bake 'N Joy Site Plan Review Conditional Approval The Planning Board makes the following findings regarding this Site Plan Review for the construction of a 13,000 sq.ft. addition to the existing Bake IN Joy Building as required by section 8.3 of the North Andover Zoning Bylaws: FINDINGS OF FACT: 1. The proposed use and site design for this lot are appropriate, as this is an addition to an existing facility on site. 2. Adequate vehicular and pedestrian access into the site has been provided with the adherence to the approved plans. 3. The landscaping plan as shown and revised, meets the requirements of section 8.4 of the Zoning Bylaws. See also Condition 6 below. 4. The site drainage system is designed in accordance with the Town Bylaw requirements. 5. The applicant has met the requirements of the Town for Site Plan Review as stated in Section 8.3 of the Zoning Bylaw. 6. Adequate and appropriate facilities will be provided for the proper operation of the proposed use. Finally, the Planning Board finds that this modification generally complies with the Town of North Andover Zoning Bylaw requirements as listed in section 8.35 but requires conditions in order to be fully in compliance. Therefore, in order to fully comply with the approval necessary to construct the facility as specified in the Site Plan Review application before us, the Planning Board hereby grants an approval to the applicant provided the following conditions are met: SPECIAL CONDITIONS: 1. The applicant agrees to continue to eliminate operation of the refrigerator trucks between ten (10:00 p.m.) o'clock at night and five (5:00 a.m.) o'clock in the morning. The hours of operation of the refrigerator trucks will remain restricted until such time as the berm and fence as shown on the plans is constructed. 2. .Prior to construction of the proposed : a. a bond in the amount of five thousand dollars ($5000.00) shall be posted for the .purpose of insur"'."lig that a final As-Built plan showing location of all on site utilities, structures, curb cuts, parking spaces and drainage facilities be submitted. This bond shall be in the form of a check made out to the Town Of North Andover. This check will then be deposited into an interest bearing escrow account. b. The applicant must meet with the Planning Staff and a designated representative of 'the Kathleen Drive neighborhood to evaluate the effectiveness of the limited hours of operation on the noise level in that neighborhood. After such meeting, the Planning Staff will determine whether or not the berm and fence as shown on the plans will need to be constructed. 3. Prior to FORM U verification (Building Permit Issuance): a. This decision shall be recorded at the Essex North Registry of Deeds and a recorded copy delivered to the Planning Staff. b. The applicant shall place erosion control measures on site as directed by the Town Planner. C. The North Andover Division of Public Works shall approve all plans. Any changes to the plans approved by the Planning Board shall be reviewed by the Town Planner. Any changes which the Town Planner may deem as major shall be approved by the Planning Board. d. The Town Planner shall approve the material to be used in the exterior construction. The material is to be consistent with the existing building. 4. Prior to verification of the Certificate of Occupancy: a. The building shall have fire sprinklers installed per order of the North Andover Fire Department. b. The site shall be reviewed by the Planning Staff. Any screening as may be reasonably required by the Planning Staff and/or Tree Warden will be added at the applicant's expense., C. A final as --built showing the location of all on site utilities, structures, curb cuts, parking spaces and drainage facilities must be submitted to and approved by the Division of Public Works. d. All artificial lighting used to illuminate the site shall be approved by the Planning Staff. All lighting shall have underground wiring and shall be so arranged that all direct rays from such lighting falls entirely i within the site and shall be shielded or recessed so as not to shine upon abutting properties or streets. The si-',:e shall be reviewed by the Planning Staff. Any changes to the approved lighting plan as may be reasonably required by the Planning Staff shall be made at the owner's expense. 5. Any Plants, Trees or Shrubs planted in accordance with the Landscape Plan approved in this decision, which die within one year from the date of this approval shall be replaced by the owner. 6. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 7. Gas, Telephone, Cable and Electric utilities shall be installed as specified by the respective utility companies. 8. All catch basins shall be protected and maintained with hay bales to prevent siltation into the drain lines during construction. 9. No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 10. No underground fuel storage shall be installed except as may be.allowed by Town Regulations. 11. All signs within the project shall be of wood or stone, with uniform lettering and design. The signs shall in no way be interior illuminated. (Neon or other means) 12. No mechanical devices (ie: HVAC, vents, etc...) which may be visible from any surrounding roadways shall be placed on the roof. 13. The applicant, in conjunction with the Town Planner and/or the Tree Warden, shall mark all trees to be preserved prior to any construction on site. 14. The provisions of this conditional approval shall apply to and be binding upon the applicant, it's employees and all successors and assigns in interest or control. The following plans shall be deemed as part of the decision: Plans Entitled: Bake 'N Joy Foods, Inc. North Andover, 14A Freezer Expansion Prepared by: Stahlman Engineering Corp. P.O. Box 245 10 Pleasant Street New London, NH 03257 Date: Scale: cc: 2-23-93, Lev. 5-10-93 1"= 40' Director of Public Works Building Inspector Health Administrator Assessors Conservation Administrator Planning Board Police Chief Fire Chief Applicant Engineer File Bakenjoy.site A- 7S FROM: North Andover Building Department RE: Control Construction Project Completions The following forms must be completed prior to certificates of occupancy being issued: 1. AIA Form G704, Certificate of Substantial Completion 2. Punch List V/ 3. Architectural and/or Engineering Certificates A. Architectural Certificate ✓ B. Structural Certificate �✓ C. Mechanical Certificate D. Electrical Certificate .,t.. -LSI ie -r- . 4, Col -0" cbe� A Fft"wT , ✓ 'T "o) f FAnA Vi CARR ENTERPRISES, LTD. Building Contractors 2 Doulton Place, P.O. Box 3049 Peabody, MA 01961-3049 Telephone: (508) 535-6399 Fax: (508) 535-6494 August 10, 1995 Mr. Robert Nicetta North Andover Building Department Main Street North Andover, MA 01845 Re: Bake 'N Joy Foods - Freezer Addition Permit No. 479 Dear Mr. Nicetta: This letter certifies the following: Execution of all work has been completed in accordance with the approved construction documents. 2. Execution and control of all methods of construction have been completed in a safe and satisfactory manner in accordance with all applicable local, state and federal statutes and regulations. My construction supervisor's license No. is 029727. Very truly yours, CARR NTERPRISES, LTD. John A. Clemenzi Superintendent JAC/klc ior ASSOCIATED BUILDERS AND CONTRACTORS, INC. CERTIFICATE OF SUBSTANTIAL'COMPLETION •AIA DOCUMENT G704 (Instructions on reverse side) PROJECT: Bake 'n Joy Foods, Inc. (Name and address) Freezer Addition 351 Willow St. South N. Andover, MA TO OWNER: Muffin Realty Trust (Name and address) 351 Willow St. South N. Andover, MA 01845 DATE OF ISSUANCE: August 8, 1995 PROJECT OR DESIGNATED PORTION SHALL INCLUDE: OWNER ❑ ARCHITECT ❑ CONTRACTOR ❑ FIELD ❑ OTHER ❑ PROJECT NO.: 9425-1 CONTRACT FOR: General Construction CONTRACT DATE: October 18, 1994 TO CONTRACTOR: CARR Enterprises, Ltd. (Name and address) 2 Doulton Place, P.O. BOX 3049 Peabody, MA 01961 Entire Project The Work performed under this Contract has been reviewed and found, to the Architect's best knowledge, information and belief, to be substantially complete. Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. The date of Substantial Completion of the Project or portion thereof designated above is hereby established as August 8, 1995 which is also the date of commencement of applicable warranties required by the Contract Documents, except as stated below: A list of items to be completed or corrected is attached hereto. The failure to include any items on such list does not alter the respon- sibility of the Contractor to complete all Work in accordance with ntract Znts. Stahlman Engineering Corp. ARCHITECT BY DATE The Contractor will complete or correct the Work on the list of items attached hereto within Fourtenn (14) days from the above date of Substantial Completion. AA 2�CARR Enterprises, Ltd. f/llfflli/ g /SSJ CONTRACTOR BY DATE The Owner accepts the Work or designated portion thereof asisssi Ballyfi99 ete and will assume full possession thereof at 8:00 am (time) on Au1, (date). Muffin Realty Trust OWNER BY DAT If The responsibilities of the Owner and the Contractor for security, maintenar e, heat, utilities, damage to the Work and insurance shall be as follows: (Note—Owner's and Contractor's legal and insurance counsel should determine and review insurance requirements and coverage.) CAUTION: You should use an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. AIA DOCUMENT G704 • CERTIFICATE OI' SUBSTANTIAL COMPLETION • 1992 EDITION • AIA° • ©1992 • THE \, AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20oo6-5292 %. WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. G704-1992 INSTRUCTION SHEET FOR AIA I)OCIJIII NT (..;70'1, CERTIFICATE OF St'.IiS I ANTIAL CC N-IPLEI ION A. GENERAL INFORMATION 1. Purpose This docutnWnt was developed to establish the date of 5uhscantiai Completion for tyre purp()se of Coil) menccmrnt of .Ippli- cahle tvarraniies and to Aluw the Ovvm,r to occupy or utilize the Work or designated portion thereof. 2. Related Documents I"Itis docununt. WAS prepare°c.l for use under the terms of A[A Document A201, General Conditions of (tic Ccmnract for Con- struction; under the general conditions contaimd in AIA Drrcuntents Al Q? and At 1 �::.utd under other AIA genc: ral conditions beginning with the 1987 editions. 3. Use of Current Documents Prior to using any ALA document, the user should consult the AIA, an AIA eornponent chapter or a rumen AIA Documents List to determine the current edition of each document. 4. Limited License for Reproduction AIA DoCUlnent 6701 i5 a copyrighted work and rt Ay not he reproduced or excerpted from in suhstarttial part without the express written permission of the ATA. `Che 6 0-1 document is intended to he used as a consumahlc- that is, tile. original doCtlitlent purchased Ivry i:hc user is intended to he consumed in the eoursc of heicrg usc-d. There. is no itrtplied permi,sion to reproduce this doctiment, nor does membership in "I'he American Institute of Architects confer any further rights to rcpro- duce (;704, A limited liccrise is hcre.hy grantCd to retail purchasers to repr,>duce a ntisinium of tern copies of a completed or esrcuted G,01, but onl}' for use in connection with a particular Project. B. COMPLETING THE G704 FORM 1. After the. words "Project or De,tignated Portion shall include:", insert a de(tI leci description of thc, Project or portion(s) of the Project that leave heeri accepted as heing substantialle contplc�tc. 2. Determine Work rk to he: completcd. Provide ;t list of itertts that are to he completed or corrected. Determine dates for Completion of the Work. F,stablish an amount to he u%itPrheld to complete the work. C. EXECUTION OF THE DOCUMENT '111C, C;Ui docinnent should lrc cXccuted in not less than triplicate h%- the OSVner, Architect and Cvutrztctor, each of whom rcciins an original. � = 4 Town of North Andover . OFFICE OF COMMUNITY DEVELOPMENT AND SERVICES 146 Main Street 1cl tennl IL MAHONY North Andover, Massachusetts 01845 Dime '' (508) 688.9533 CERTIFICATE OF ARCHITECTURE BUILDING INSPECTOR TOWN OF NORTH ANDOVER 146 MAIN STREET - TOWN HALL ANNEX NORTH ANDOVER, MA 01845 GENTLEMEN: I, Robert L. Stahlman ,HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT 351 willow St. South DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTS STATE BUILDING CODE FOR THE FOLLOWING: Freezer Addition Bake 'n Joy Foods, Inc. AUTHORIZED SIGNATURE: DATE: August 8. 1995 REGISTRATION STAMP: No. 36950 NOTE: ARCHITECT "WET S'T'AMP" MUST BE AFFIXED TO THIS FORM. OAF\\ 0" ROBERT L. STAHLMAN No. 36950 11-0 TV BOARD OF APPEALS 6854541 Bit MING 668.9543 CONSERVATION 688-9530 HEALTH 69"540 PL.ANNINO 688-953$ MAP Pu*ioo D. Robert NimUs Miduni Huweid S—Im Starr 1CaW00 Bradley Colweu 9/6 'aovd 4V6i,9565805 sasisdualxa xavD 6i?:60 (1 Hi) 56 . i?0 'Onv Town of North Andover NORTH OMCBOP COMMUNITY DEVELOPMENT AND SERVICES ,./-M- 146 Main Street �'li bs�t�o •'�y(' KENNETH B. MAHONY North Andover, Massachusetts 01845 Me Ku Dirsav (508) 688-9533 CERTIFICATE OF ENGINEERING BUILDING INSPECTOR TOWN OF NORTH ANDOVER 146 MAIN STREET - TOWN HALL ANNEX NORTH ANDOVER, MA 01845 GENTLEMEN: I, Robert L. Stahlman , HERRBY CERTIFY THAT THE BUILDING CONSTRUCTED AT 351 Willow St. South DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTS STATE STRUCTURAL BUILDING CODE FOR THE FOLLOWING: Freezer Addition B oy Foods, Inc. wvt eer AUTHORIZED SIGNATURE: DATE: August 8, 1995 REGISTRATION STAMP: No. 36950 NOTE: ENGINEER "WET STAMP" MUST BE AFFIXED TO THIS FORM. H OF MgsJ' o� ROBERT 9�ti L. u STAHLMAN No.36950 O FISTS "I..���� BOARD OF APPEALS 688-9341 BUILDING 688-9343 CONSERVATION 688-9530 HEALTH 688-9340 PLANNING 688-9533 lulls Pveiao D. Robert NiQW& Michel HowArd SNAM Burr Kaddam Bradlq Colwell 9/fig 30Vd i�6�9S65805 sas IHdualNa HHVD 05i: 60 (IHd) 56 . tpo 'onv KENNETH R. MAHONY DirseW Town of North Andover . OMCE OF COMMUNITY DEVELOPMENT AND SERVICES 146 Main Strut North Andover, Massachusetts 01845 (508)688-9533 CERTIFICATE OF„ENGINEERING BUILDING INSPECTOR TOWN OF NORTH ANDOVER 146 MAIN STREET - TOWN HALL ANNEX NORTH ANDOVER, MA 01845 GENTLEMEN: I, Robert L. Stahlman , HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT 351 willow St. South DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTS STATE �1GA BUILDING CODE FOR THE FOLLOWING: Freezer Addition BAk e 'n J y goods, Inc. 4. AUTHORIZED SIGNATURE: DATE; August 8, 1995 REGISTRATION STAMP: No. 36950 NOTE: ENGINEER "WET STAMP” MUST BE AFFIXEla TO THIS FORM. BOARD OF APPEALS 688.9541 Julia Faeino H OF 0' ROBERT `ya� 1-• N STAHLMAN No. 36950 K=INO 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLMINLNO 689-9535 D. RobM Nim#► Michael Howard S—AM Stats Ka Wam Bra0ay Colwell 9/5 20Vd v6v95E5805 S3SIHdEZINS HHV3 15 :60 (IHS) 56 . t0 WIV • � r Town of North Andover MOR1q OFFICE OF t °.•"`° �.; '< COMMUNITY DEVELOPMENT AND SERVICES �♦ 146 Main Street KENNM L MAHONY North Andover, Massachusetts 01845 s�eMus°��� (508) 688-9533 CERTIFICATE OF ENGINEERING BUILDING INSPECTOR TOWN OF NORTH ANDOVER 1.46 MAIN STREET - TOWN HALL ANNEX NORTH ANDOVER, MA 01845 GENTLEMEN: I, Robert L. Stahlman , HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT 351 Willow St. South DOES CONFORM IN ALL RESPECTS TO T:?E MASSACHUSETTS STATE i l• -!r c-Mlt�A L BUILDING CODE FOR THE FOLLOWING: Freezer Addition pk e 'n Joy Foods, Inc. AUTHORIZED SIGNATURE: DATE: August 8, 1995 REGISTRATION STAMP: No. 36950 NOTE: ENGINEER "WET STAMP" MUST BE AFFIXED TO THIS FORM. OF Mqs� ? ROBERT 9°s o STAHLMAN "' No. 36950 r O /STF-VL BOARD OF APPEALS 688.9341 BCnI.DINO 688,9145 CONSERVATION 688-9530 HEALTH 688-9340 PL4NNINQ 688-9133 Adie Paff{no D. Robw1 Niwtla Micbael Howard Saodta staff Katldem Bradley Colwell 9/5 '30vd t,6V95S5805 s3s IHduaLX3 3dv0 t5 ° 60 ( IHS) 56 . t,0 'onv PARTIAL PUNCH LIST for the FREEZER ADDITION at BAKE 'N JOY FOODS, INC. N. ANDOVER, MA PROJECT # 9425-1 ARCHITECTURAL Room 100 Walls N Freezer E W Repair vapor leak into Stair #2 behind fixture. Adjust CSI door for fit. S Remove ice build-up around freezer door. Adjust CSI door for timing and fit. Floor Finish sealant installation. Fill crack in North wall area with sealant. Remove all trash and construction materials. Ceiling Room 101 Walls N Insulate drain pipe in corner full height. Truck Dock E W S Clean panels around doors. Floor Remove all trash and construction materials. Ceiling Room 102 Walls Clean all walls around electrical conduit. Clean all Shipping Office windows. Clean baseboard heaters. Floor Remove all trash and construction materials. Clean floors as required. Ceiling Provide additional pieces of ceiling as required. - 1 - • '' A Bake 'n Joy Foods, Inc. Freezer Addition - Partial Punch List N. Andover, MA Room 103 Walls Provide and install door stops. Clean all doors. Vestibule Install 10"0 filter in new catch basin. Clean new catch basin. Floor Remove all trash and construction materials. Clean Tighten guard posts and guardrail. floors as required. Ceiling Remove plastic around light fixture. Room 104 Ceiling Replace suspended ceiling pieces. Existing Office Room 200 Floor Remove all trash and construction materials. Clean Compressor Room floors as required. Fire Pump Room General Install light fixture covers over fluorescent bulbs. Clean doors, both sides. Roof General Ensure ballast is properly placed and submit letter with actual loading per bulletin. SITE General Repair washout at retention pond, install rip -rap ass required. Install 10"0 filter in new catch basin. Clean new catch basin. Submit pressure test results on new utility pipes. Tighten guard posts and guardrail. PLUMBING AND HVAC General None required ELECTRICAL General Install nameplates in new panels. Date Issued: August 7, 1995 -2- I CERTIFICATE OF USE & OCCUPANCY Town of North Andover Building Permit Number 479 (1994) Date AUGUST 18 1995 THIS CERTIFIES THAT THE BUILDING LOCATED ON 351 Willow Street, South MAY BE OCCUPIED AS FREEZER EXPANSION W/MEZZANINE IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TO Bake 'N Joy Foods, Inc ./Carr Ent. ADDRES Willow St" S o . it sCMUg� 1 e i Location 351 1//0 W •_��` No.�� Date Nom,_ TOWN OF NORTH ANDOVER n Certificate of Occupancy $ rr9� Building/Frame Permit Fee $ 79 '1s cNustt Foundation Permit Fee $ /�A P o7 Sr Other Permit Fee $ �rer� l Sewer Connection Fee $ Water Connection Fee $ TOTAL $ Al � J J Building Inspector Div. Public Works V. _ - - - - v _ GGG I IN^ cn Ln N H. H. n `.. - - _ Ul _ J cn i - _ v .IP Cn Cn t -h (n (D (D (D r• n 0 z10_ - - ..52 rt (n H H F - i T n (D I — z i > H (D i I I I i i I I I I Z ! Z 7 T I CCo C7 �. .� Z:)D 'T) N !1� - 1 J - w - "moi Z Z Z Z Z 12 2) rD77 !W i (D I(D i J co J co v> Z z N co 'I"S F -i j � � - i - - (D w w .cam � '• I m z T j rpt t- � n OD 4 i I Q w I D I ' I � 09/15/99 15:09 01508 977 3399 R C GRIFFIN 444 RIUERX00R ENG OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT t1U188ER: lf-rdrlCx� Q E .t /��lS"-�--=•Z 2 ,T•ITII��all - P -, . - • � ..�:a--_-s. L_. _ tri - - ACCO C WITH TICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE. - - REGISTRATION NO. Z_. BEING A REGISTERED PROFESSIONAL ENGINEERIARCHITEC H HEREBY -CERTIFY THAT 1 HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS. COMAUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ® ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL ❑ FIRE PROTEC IQN 13 ELECTRICAL ❑ OTHER (SPECIFY) FOR THE ABOVE NAMED PROJitT AND THAT, TO THE BEST OF MY KNOWLW -SUCH PLANS, COMPUTATIONS AND SpECt�EA:TIC)NS MESE' THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING COOS. ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT i SHALL. PERPORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERfOOIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN AC&),,RDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 118.0 i_ 1. Review, far cor>focmance to the design concept. and 011w sutxrARals w+�e��egcirem � w which are submitted by the cofactor in docun Oft 2. Review and approval of the q"ity control, pros edut es for all code -required controlled materials. 3. Be present at Intervals appropriate to the stage of consUuction to becOM. 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 docx,ments. PURSUANT TO SECTION 111&2 -2 1 SHALL SUBMIT WEEKLY. A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. 003 UPON COMPLETION OF THE WORK I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR PANCY. Q�. SIGNATU SUBSCRIBED AND SWORN TO BEFORE ME THI91 S % L- DAY .OF �� e m 9 My Commission Expires April 10, 2003 NOTARY PUBLIC MY COMMISSION EXPIRES 09/15/99 15:09 $508 977 3399 R C GRIFFIN RIUMOOR ENG Town of Noah Andover o"MOF COMMUNITY DEVELOPMENT AND SERVICES 27 Charier Street VVff.L• iAM J. SCOTT North Andover, Mwsachusetts 01845 Diva wor (978)688-9531 COINMOL CONSTRUCTION - SECTION 127.0 M.S.B.C. CERTIFICATE PF Edit r BUILDING INSPECTOR TIOWN OF NORTH ANDOVER 27 CHARLES STREET NORTH ANDOVER MA 01645 ,QbOO2 Fax (978) 688-9542 I, HEREBY CERTIFY THAT THE Hl1ILD1NG CONSTRUCTION 't; I ta:icCl ST DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTS- STATE BUILDING CODE AND APPLICABLE FEDERAL REGULATK)NS FOR THE FOLLOWING: s i r REGISTRATION'STAMP:. — --- - _ _. — -.3 Z NOTE: ENGINEER INET STAMP" MUST BE AFFIXED TO THS FORM. k - 1N OF 9 BRIAN K; g JONES � STRUCTURAL m No. 32331 �O'/ST���O m BOARD OF APPEAM 0"341 BUII.DM 688-954: CONMRVAMON 6Ml-9530 AEALTS 688A540 PL-ANTdM 68"535 North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11,S150A. The debris will be disposed of in: (Location of Facility) ` Signature of P mit Applicant L 2 Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector I I FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. FILLS OUT THIS SECTION************** APPLICANTi?54- r/V —,5n.! t"Dv. PHONE�3vj��� LOCATION: Assessor's Map Number G7 PARCEL SUBDIVISION LOT (S) STREET S ST. NUMBERJL�—1 USE RECOMMENDATIONS OF TOWN AGENTS: fiWoft'-f( CONSERVATION ADMINISTRATOR DATE APPROVED Z COMMENTS F 050 Jo COMMENTS DATE REJECTED_ {ire- GAS4-rul L � JO A) T^S DATE APPROVED DATE REJECTED FOOD INSPECTOR -HEALTH DATE APPROVED DATE REJECTED_ SEPTIC INSPR TOR -HEALTH DATE APPROVED DATE REJECTED (' -toN COMMENTS PUBLIC WORKS - SEWER/WATER CONNECTIONS DRIVE' AY PERMIT VFIREDEPARTMENT �/J _W, RECEIVED BY BUILDING INSPECTOR Revised 919; jm -17 % DATE �h�fze `�an�no%rsyea,/.!/ o�.,;llcwoaalw�et�a � r BOARD OF BUILDING REGULATIONS". lit License:.CONSTRUCTION SUPERVISOR T Number: CS 064214 Birthdate: 12/09/1948 �! Expires: 12/09/2000 Tr. r:o: 8278 !f ' Restricted To: 00 � WILLIAM H TWOMEY _ ,• 40 HANSCOM AVE READING, MA 01867 Administrator 1 �e i�am,��roauuealC/ o� /�iiaeeac/u�oeCl�i DEPARTMENT OF PUBLIC SAFETY is CONSTROC14OR SUPERVISOR LICENSE ' 1. Na�bef .: Expires: Birthdate- CS 015112 02/24/2000 02/24/1941 ReSWr ted"To: 00 DgVID'E`=p11DERSON 41 FELM S'RD IPSYICH, MA 01938 CITY OF LYNN OF EXAMINERS DU n LICENSE NO. 1375 Cuss .. Anderson I .......residing at ws Rd.. , Ipswich .......... is hereby have Charge, Control and Personally Super- uction, Alteration or epair Work i the .onstruction as n a ove. Signed ...'. _ . CH MAN BOARD OF E !� INER$ RENEWAL FEE 125.00 LICENSE EXPIRATION LATE FEE S10.00 AFTER 3 MONTHS \ C11Y 01: SAI_I-.ht 8UILDlNdv LIC[14SE 11" t1 to C.,I;(r rh<t D W lf) E. AI\ID I Sa ,' S, - I ['SS . I Cl H.1 64— 9r.nt.d . lw<. -. bT 1�. ta'M­q lei(. -_tor et GDT DE AL M.\FMAMUR 41 %121 91 i i (MMIDDIYY) A�ORD, ` CERTEFICATE OFLIAB�LITY INSURANE 0DATE 1/26/1999 PRODUCER (781) 246-0600 FAX 781-246-0100 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Corer, Damon & Lund, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 26 Princess Street , Suite 300 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Wakefield, MA 01880 COMPANIES AFFORDING COVERAGE COMPANY Travelers C/L Attn: Ext: A INSURED R. C. Griffin, Inc. COMPANY Atlantic Charter Ins.Co. B 49 Central Street Peabody, MA 01960 COMPANY C COMPANY D COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED< 4 _ .: .. NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. COTYpE OF INSURANCE POLICY NUMBER LTR POLICY EFFECTIVE : POLICY EXPIRATION LIMITS DATE (MM/DD/YY) DATE (MM/DD/YY) GENERAL LIABILITY GENERAL AGGREGATE $ 2,000,000 X j COMMERCIAL GENERAL LIABILITY PRODUCTS - COMP/OP AGG $ 2,000,000 CLAIMS MADE X OCCUR: A DTC0398X586A-TIL-98 PERSONAL & ADV INJURY $ 1,000,000 03/01/1999 03/01/2000 OWNER'S &CONTRACTOR'S PROT EACH OCCURRENCE $ 1,000,000 - FIRE DAMAGE (Any one fire) S 100,000 MED EXP (Any one person) $ 5,000 AUTOMOBILE LIABILITY X ANY AUTO COMBINED SINGLE LIMIT $ 1,000,000 ALL OWNED AUTOS ` BODILY INJURY SCHEDULED AUTOS A DT810760G8423TIL 98 (Per person) $ 03/01/1999 03/01/2000 HIRED AUTOS '. BODILY INJURY $ NON -OWNED AUTOS (Per accident) � X Includes Non Owned X & Hired : PROPERTY DAMAGE S GARAGE LIABILITY - AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: - - - - EACH ACCIDENT S AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE S 6,000,000 A X UMBRELLA FORM DTCUP760G8423TIL98 03/01/1999 03/01/2000 'AGGREGATE $ 6,000,000 ! OTHER THAN UMBRELLA FORM - $ WORKERS COMPENSATION AND WC STATU- H - TORY LIMITS ER EMPLOYERS' LIABILITY B WC03970A -- - - _ EL EACH ACCIDENT $ 500,000 03/01/1999 03/01/2000 THE PROPRIETOR/ INCL PARTNERS/EXECUTIVE EL DISEASE - POLICY LIMIT S 500,000 OFFICERS ARE: EXCL EL DISEASE - EA EMPLOYEE $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS CERTIFICATE. HOLDER. . ���' � �� ' ',;CANCELLATION, . SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 20 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, R. C. Griffin Inc BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 49 Central Street OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. 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CD N .�• d C.W r x O W �CD C • N CD H AVA _ cn� m n oor? o o 0 o r fD, m S �" 7" rL G� U o � 7C Cd r x O a It o H �y C� 0 tii'1iNN, 'W1�Y14:'iJA_n..�CUI . .... .�.., ...\.\. \',.,..1',. ..a ;��e t�a�ir�no�uaerrl o� lur�clule/�i Restricted I0: 00 OEPHTiIENTI OF PUBLIC SAFEDUPLICATETY CONSIRUCIION SUPERVISOR LICENSE OO - None •,;` irUiGOei Lxpii "" Gil thdatp Iii - ilasoni y c iy S�CbS hi0oii°4S Si0^:':"J9 .4 1 a [ Fadiily Noes Resiii%et7 i0' Gu OA,rlIELi+, RON M NEW HAMPSHI.R'E' DRIVER LICENSE ODANIEL F CROW 7 3—:2 BENJAMIN ROAD STRATHAM NH CLASS/ENDORSEMENTS 03885 COL—A MC 1 HN LICENSE NUMBER LICENSE EXPIRES 0 6CW059061 06-06-97 SOCIAL SEC NO BIRTH DATE 0.6-06-59 RESTRICTIONS MT WT. SEX TYPE 6-01 185 M LIP&ISbE'S SIGNATURE - 71 ------ ----- (` )---- a T Vl l NIN____-__-__--_-_____-_- d+ 'ON ONIMV8(] Al d89 ' • A8 NMV80 C` I TWOS V6-/ L-80 MV0 m qa Szy6.. 'ON 103fOdd 4 _a > >o -' `. J 1 ko3 Z � a ZO u T. N A R7 V O x� _0 � D _ oc- c N Z <o 80 ± -I ri (7 X > 0 Y\l/ V W 71 ------ ----- (` )---- a T Vl l NIN____-__-__--_-_____-_- d+ v00 `^ C` Z 0 m1D z m m > I o 4 _a > >o -' `. J 1 ko3 a T. N A R7 V O _ c N 80 ± -I (7 X v00 `^ A Z 0 m1D z m m > I o 4 _a > >o -' `. r I� C> o N v ' f ,mv � 1 V a- v Q I I r FORM U - LOT RELEASE'FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable local or state law, regulations or requirements. ****************Applicant fills out this section***************** Public Works - sewer/water connections driveway permit Fire Department Received by Buil A Date/S vl_�PLICANT: pj p %4 Phone LOCATION: Assessor's Map Number Parcel ZSu division Lot(s) Street UJ,,6L„0 �� , �'�� St. Number � 5/ ************************Official Use Only************************ RECOMMENDATIONS OF TOWN AGENTS: (R=,h "fid Date Approved cL4q� Conservation Administrator Date Rejected Comments 1 1/ Date Approved Town Planner Date Rejected Comments Date Approved Food Inspector -Health Date Rejected Date Approved Septic Inspector -Health Date Rejected Comments Public Works - sewer/water connections driveway permit Fire Department Received by Buil A Date/S RIVERMOOR ENGINEERING & ASSOCIATES, INC. 0 PROFESSIONAL ENGINEERS RIViRMOOR� DATE: October 18, 1999 TO: Michael McGuire Town of N. Andover Building Department 27 Charles Street N. Andover, MA 01845 WE ARE SENDING YOU (attached): FROM: Brian K. Jones, P.E. RE: 9922 PROJECT Bake `n Joy Foods ,3,5 / bV 1 // D !� S VIA: Mail Submittals Plans Specifications X Other: # of Copies Date Drawing No. Description 1 ea Job Meeting Min. No. 1-5 1 ea. Field Report THESE ARE TRANSMITTED: X For your use As Requested REMARKS: Brian K. Jones, P.E. President Approved as Submitted _ Disapproved Resubmit Approved as Noted For Review and Comment OCT 2 19918 MILDIAir. nj: 259 STOCKBRIDGE ROAD - P.O. BOX 276 - SCITUATE, MA 02040-0276 TEL. (781) 545-2848 - FAX (781) 5447729 RIVERMOOR� RIVERMOOR ENGINEERING & ASSOCIATES, INC. PROFESSIONAL ENGINEERS Job Meeting Minutes No. l September 14, 1999 Project: Dry Storage Addition Bake 'n Joy Foods — North Andover, MA Project #: 9922 Reported by: Brian K. Jones, P.E. Meeting Date: 9-13-99 Attendance: Paul DePew Bake `n Joy Foods (PD) Brian K. Jones, P.E. Rivermoor Engineering and Associates (BKJ) John Grant R. C. Griffin, Inc. (JG) Bill Twomey R. C. Griffin, Inc. (BT) DISCUSSION New Business 1. REA has submitted plans to the insurance company for review. 2. Stamped permit drawings have been provided to Griffin, with (2) copies given to BNJF. 3. Rivermoor will prepare construction contract and distribute for signatures. 4. Griffin will provide insurance certificates listing Bake `n Joy and Rivermoor Engineering as additionally insured. 5. Conservation Commission Order of Conditions has been issued. Jim Bourgeois will advise regarding appeal period and handle recording with the Registry of Deeds. Paul noted the importance of adhering to the Order of Conditions. The Town will monitor closely and all must be in order. 6. Griffin shall provide a copy of their safety manual to Rivermoor. 7. BNJ will review builders risk insurance requirement with their insurance company. 8. Griffin shall submit an updated construction schedule for review and comment. 9. Staging areas, employee parking and construction trailer location were reviewed. The trailer will be located adjacent to the compactor. Parking will be at a premium and will need to be 259 STOCKBR/DCE ROAD • P.O. BOX 276 - 50TUATE, MA 02 04 0-02 76 TEL. (781) 545-2848 - FAX (781) 544-7729 Bake `n Joy Foods Job Meeting Minutes 1 September 14, 1999 Page 2 closely monitored. PD will have the "head -in" parking spaces along the existing berm marked within the week. 10. The plant is open from 5 AM and is typically closed on the weekends. Weekend work will require coordination with Paul. 11. It is suggested that the fire water line work be scheduled for a Friday/Saturday. 12. Key sub contractors are as follows: Steel — Structural Systems Panels — ISSI Mechanical — Anthony's Plumbing Electrical — SS and L Electrical Fire Protection — Larken R.C. Griffin shall supply a job directory once the project buy-out is substantially completed. 13. Anchor bolt shop drawings should be available next week. 14. Griffin will advise Rivermoor with regard to steel shops. 15. Shop drawings shall be submitted with (2) prints and (1) vellum as applicable. Vellum will be returned. 16. Reinforcing drawings will be submitted for record. 17. Rivermoor shall notify Griffin with regard to the testing labs name, contact and number. Griffin will notify lab when testing is required. 18. Existing dolly pad shall be replaced '/Z at a time. Coordinate with PD. 19. The existing exhaust fan at the soffit above the freezer shall remain. 20. A condensate drain from the cooler air units will require relocation. Rivermoor shall review and advise. 21. Reviewed pallet rack bids and options. BNJ shall advise Rivermoor with regard to desired layout, per Al. l or per Crown's recommendation. Frazier has not yet submitted a bid. 22. Layout is scheduled to begin this week. 23. Job meetings will be held each Tuesday at 9 AM. The next job meeting is scheduled for Tuesday, September 21, 1999, at 9 AM. Respectfully submitted, Rivermoor Engineering & Associates, Inc. Brian K. Jones, P.E. President cc. J. Bourgeois Shekar Associates RIVERMOOR� RIVERMOOR ENGINEERING & ASSOCIATES, INC. PROFESSIONAL ENGINEERS Job Meeting Minutes No. 2 September 22, 1999 Project: Dry Storage Addition Bake 'n Joy Foods — North Andover, MA Reported by: Brian K. Jones, P.E. Attendance: Project #: 9922 Meeting Date: 9-21-99 Paul DePew Bake `n Joy Foods (PD) Brian K. Jones, P.E. Rivermoor Engineering and Associates (BKJ) John Grant R. C. Griffin, Inc. (JG) Bill Twomey R. C. Griffin, Inc. (BT) Michael Berry Bake `n Joy Foods (MB) DISCUSSION Old Business 1.01 REA has submitted plans to the insurance company for review. 9/21 Waiting for review comments. 1.03 Rivermoor will prepare construction contract and distribute for signatures. 9/21 Will be sent to RCG on 9-22-99. 1.04 Griffin will provide insurance certificates listing Bake `n Joy and Rivermoor Engineering as additionally insured. 1.05 Conservation Commission Order of Conditions has been issued. Jim Bourgeois will advise regarding appeal period and handle recording with the Registry of Deeds. Paul noted the importance of adhering to the Order of Conditions. The Town will monitor closely and all must be in order. 9/21 Appeal period has elapsed. Final paper work with checks should be submitted today. RCG is hoping to schedule a walk through with the Conservation Commission on Thursday 9/23. 1.06 Griffin shall provide a copy of their safety manual to Rivermoor. 259 STOCKBR/DGE ROAD - P.O. BOX 276 - 50TUATE, MA 02040-0276 TEL. (781) 545-2848 - FAX (781) 544-7729 , Bake `n Joy Foods Job Meeting Minutes 2 September 22, 1999 Page 3 Progress • Permitting is continuing • Layout • Erosion control measures, including silt fencing, haybales, and signage. • Set up lob site trailer • Submittals — anchor bolts The next job meeting is scheduled for Tuesday, September 28, 1999, at 9 AM. Respectfully submitted, Rivermoor Engineering & Associates, Inc. Brian K. Jones, P.E. President cc. J. Bourgeois Shekar Associates Bake `n Joy Foods Job Meeting Minutes 2 September 22, 1999 Page 2 1.07 BNJ will review builders risk insurance requirement with their insurance company. 1.08 Griffin shall submit an updated construction schedule for review and comment. 1.13 Anchor bolt shop drawings should be available next week. 9/21 Submitted and returned. 1.16 Reinforcing drawings will be submitted for record. 1.17 Rivermoor shall notify Griffin with regard to the testing labs name, contact and number. Griffin will notify lab when testing is required. 9/21 Proposals from Miller and UTS have been requested, (post meeting note: and received). 1.20 A condensate drain from the cooler air units will require relocation. Rivermoor shall review and advise. 9/21 Rivermoor will issue a sketch detailing the condensate drain connecting to the storm drain at the rain leaders. 1.21 Reviewed pallet rack bids and options. BNJ shall advise Rivermoor with regard to desired layout, per Al. l or per Crown's recommendation. Frazier has not yet submitted a bid. New Business 2.01 Reviewed permit status. RCG is hoping to start site work the first of next week. 2.02 Signs required by the Order of Conditions are schedule to be available on 9-22. 2.03 Reviewed various options for connecting to the water main. The option of leaving the existing hydrant gate valve where it is presently located and performing a "wet tap", prior to the gate valve, appears to be the recommended procedure. RCG shall review and advise. 2.04 BNJ is considering swapping the existing leveler in the cooler with one on the dry dock. 2.05 The existing catch basin may interfere with the new foundation wall. RGC will advise once layout is complete. 2.06 The oak tree and small pines within the work area, adjacent to the existing berm, will be removed. 2.07 BT will verify grades at the corner of the building adjacent to the berm cut. 2.08 Rivermoor will review column protection requirements at the exposed columns along the end wall. 2.09 PD will verify the gas pressure at the meter and at the existing Hastings unit and provide to Rivermoor. RIVERMO= RIVERMOOR ENGINEERING & ASSOCIATES, INC. PROFESSIONAL ENGINEERS Job Meeting Minutes No. 3 September 30, 1999 Project: Dry Storage Addition Bake 'n Joy Foods — North Andover, MA Project #: 9922 Reported by: Brian K. Jones, P.E. Meeting Date: 9-28-99 Attendance: Paul DePew Michael Berry Brian K. Jones, P.E. John Grant Bill Twomey Michael Berry DISCUSSION Old Business Bake `n Joy Foods (PD) Bake `n Joy Foods (MB) Rivermoor Engineering and Associates (BKJ) R. C. Griffin, Inc. (JG) R. C. Griffin, Inc. (BT) Bake `n Joy Foods (MB) 1.01 REA has submitted plans to the insurance company for review. 9/21 Waiting for review comments. 1.06 Griffin shall provide a copy of their safety manual to Rivermoor. 1.16 Reinforcing drawings will be submitted for record. 1.17 Rivermoor shall notify Griffin with regard to the testing labs name, contact and number. Griffin will notify lab when testing is required. 9121 Proposals from Miller and UTS have been requested, (post meeting note: and received). 9/28 Testing program has been awarded to UTS. 1.20 A condensate drain from the cooler air units will require relocation. Rivermoor shall review and advise. 9121 Rivermoor will issue a sketch detailing the condensate drain connecting to the storm drain at the rain leaders. 259 STOCKBR/DGE ROAD • P.O. BOX 276 • 50TUATE, MA 02040-0276 TEL. (781) 545-2848 • FAX (781) 544-7729 Bake `n Joy Foods Job Meeting Minutes 3 September 30, 1999 Page 2 9/28 Sketch will be revised to show more of a direct route and keeping clean outs out of the travel way. 1.21 Reviewed pallet rack bids and options. BNJ shall advise Rivermoor with regard to desired layout, per Al. l or per Crown's recommendation. Frazier has not yet submitted a bid. 9/28 Rivermoor will place a follow-up call to Frazier. 2.01 Reviewed permit status. RCG is hoping to start site work the first of next week. 9/28 Foundation and excavation permit has been issued. 2.03 Reviewed various options for connecting to the water main. The option of leaving the existing hydrant gate valve where it is presently located and performing a "wet tap", prior to the gate valve, appears to be the recommended procedure. RCG shall review and advise. 2.05 The existing catch basin may interfere with the new foundation wall. RGC will advise once layout is complete. 2.07 BT will verify grades at the corner of the building adjacent to the berm cut. 9/28 Grades have been provided to Rivermoor for review. Post meeting note: Additional grades were taken in front of the proposed loading dock. Existing grades are approximately 2.5' above that required for a dock height of 4'(+1-). Rivermoor will provide grade information to Jim Bourgeois for review and comment, as additional grading may be required. 2.08 Rivermoor will review column protection requirements at the exposed columns along the end wall. 2.09 PD will verify the gas pressure at the meter and at the existing Hastings unit and provide to Rivermoor. 9/28 Boston Gas is expected on site by the end of the week to verify pressures, New Business 3.01 Started site work on 9/28/99. 3.02 Post meeting note: BNJ shall verify the limits and location of the dolly pad in front of the existing dock. The site drawing indicates that it is being increased in size, however the existing pad is 15' (+/-) wide, same as proposed. 3.03 Rivermoor will send original "as-builts" to PD for use by RCG. 3.04 RCG submitted joists shop drawing for review. Approval is required by the end of the week to maintain schedule. 3.05 Access to the ceiling space above the existing cooler and original freezer is via a hatch in the cooler. 3.06 Dock doors shall be 9'-0" high, drawings indicate 8'-6". r- R I V E R M 0 = RIVERMOOR ENGINEERING & ASSOCIATES, INC. PROFESSIONAL ENGINEERS Job Meeting Minutes No. 4 October 10, 1999 Project: Dry Storage Addition Bake 'n Joy Foods —North Andover, MA Project #: 9922 Reported by: Brian K. Jones, P.E. Attendance: Meeting Date: 10-5-99 Paul DePew Bake `n Joy Foods (PD) Michael Berry Bake `n Joy Foods (MB) Brian K. Jones, P.E. Rivermoor Engineering and Associates (BKJ) John Grant R. C. Griffin, Inc. (JG) Bill Twomey R. C. Griffin, Inc. (BT) DISCUSSION Old Business 1.20 A condensate drain from the cooler air units will require relocation. Rivermoor shall review and advise. 9/21 Rivermoor will issue a sketch detailing the condensate drain connecting to the storm drain at the rain leaders. 9/28 Sketch will be revised to show more of a direct route and keeping clean outs out of the travel way. 1.21 Reviewed pallet rack bids and options. BNJ shall advise Rivermoor with regard to desired layout, per Al.1 or per Crown's recommendation. Frazier has not yet submitted a bid. 9/28 Rivermoor will place a follow-up call to Frazier. 10/7 Frazier is planning to submit bid by 10-12. 2.03 Reviewed various options for connecting to the water main. The option of leaving the existing hydrant gate valve where it is presently located and performing a "wet tap", prior to the gate valve, appears to be the recommended procedure. RCG shall review and advise. 10/5 Waiting for review by DPW. 259 STOCKBRIDGE ROAD • P.O. BOX 276 • SCITUATE, MA 02040-0.276 TEL. (781) 545-2848 • FAX (781) 544-7729 Bake `n Joy Foods Job Meeting Minutes 4 October 10, 1999 Page 2 2.05 The existing catch basin may interfere with the new foundation wall. RGC will advise once layout is complete. 10/5 CB clears foundation by approximately 1 '-3 ". 2.07 BT will verify grades at the corner of the building adjacent to the berm cut. 9/28 Grades have been provided to Rivermoor for review. Post meeting note: Additional grades were taken in front of the proposed loading dock. Existing grades are approximately 2. S ' above that required for a dock height of 4' (+1). Rivermoor will provide grade information to Jim Bourgeois for review and comment, as additional grading may be required 2.08 Rivermoor will review column protection requirements at the exposed columns along the end wall. 2.09 PD will verify the gas pressure at the meter and at the existing Hastings unit and provide to Rivermoor. 9/28 Boston Gas is expected on site by the end of the week to verify pressures. 10/5 Information provided to Rivermoor and RCG. 3.02 Post meeting note: BNJ shall verify the limits and location of the dolly pad in front of the existing dock. The site drawing indicates that it is being increased in size, however the existing pad is 15' (+/-) wide, same as proposed. New Business 4.01 Rivermoor will contact UTS regarding distribution list for reports. 4.02 RCG submitted payment application # 1. 4.03 RCG will update construction schedule. 4.04 Foundation work is now scheduled to start on October 12"', at the latest. 4.05 Water has been observed in excavations at about 3'-6" below grade. Limited dewatering will be required. 4.06 RCG will submit a price to provide an underdrain along the south and west foundation walls. Drain will connect to the new CB scheduled to the NW corner. 4.07 Per the recommendation of UTS, stone and filter fabric will be provided below new foundations in wet areas. RGC submitted unit pricing for this work. BT shall monitor quantities. 4.08 Post meeting note: Reviewed locations for control joints and step footings. 4.09 Bottom of footing elevations may be adjusted providing that four feet of cover is maintained. 4.10 BT will coordinate with PD regarding access above the ceiling in the weight room. 4.11 Reinforcement of existing joists: BNJ has welder that Habco could use. BKJ will coordinate with Habco. 4.12 A decision on the final racking layout should be made by 10-19-99. PD and MB will review with Bob Ogan. 4.13 RCG will coordinate light fixture type with PD, and submit package to Rivermoor. Bake `n Joy Foods Job Meeting Minutes 4 October 10, 1999 Page 3 Progress • Continued progress on rough grading and excavation. • Continued progress on layout. • Continued progress on pavement removal. • Began foundation excavation • Submittals — Steel joists and deck, erection drawings. Short Schedule • Foundation excavation 10/8 • Start forming foundations 10/12 • Review hydrant UG piping with DPW 10/8 The next job meeting is scheduled for Tuesday, October 12, 1999, at 9 AM. Respectfully submitted, Rivermoor Engineering & Associates, Inc. Brian K. Jones, P.E. President cc. I Bourgeois Shekar Associates P. Stefanini -Rivermoor RIVERMOORI RIVERMOOR ENGINEERING & ASSOCIATES, INC. PROFESSIONAL ENGINEERS Job Meeting Minutes No. 5 October 18, 1999 Project: Dry Storage Addition Bake 'n Joy Foods — North Andover, MA Project #: 9922 Reported by: Brian K. Jones, P.E. Meeting Date: 10-12-99 Attendance: Paul DePew Bake `n Joy Foods (PD) Michael Berry Bake `n Joy Foods (MB) Brian K. Jones, P.E. Rivermoor Engineering and Associates (BKJ) John Grant R. C. Griffin, Inc. (JG) Bill Twomey R. C. Griffin, Inc. (BT) DISCUSSION Old Business 1.21 Reviewed pallet rack bids and options. BNJ shall advise Rivermoor with regard to desired layout, per Al.1 or per Crown's recommendation. Frazier has not yet submitted a bid. 9/28 Rivermoor will place a follow-up call to Frazier. 10/7 Frazier is planning to submit bid by 10-12. 10/12 Review meeting with BNJ is scheduled for 10/19, 8AM. 2.03 Reviewed various options for connecting to the water main. The option of leaving the existing hydrant gate valve where it is presently located and performing a "wet tap", prior to the gate valve, appears to be the recommended procedure. RCG shall review and advise. 1015 Waiting for review by DPW 10112 DPW does not have a problem with a wet tap. Will allow 6" line to hydrant in lieu of specified 8 ". RCG shall review and advise with regard to cost savings. 2.07 BT will verify grades at the corner of the building adjacent to the berm cut. 9128 Grades have been provided to Rivermoor for review. Post meeting note: Additional grades were taken in front of the proposed loading dock. Existing grades are 259 STOCKBRIDGE ROAD • P.O. BOX 276 - SCITUATE, MA 02040-0276 TEL. (781) 545-2848 • FAX (781) 544-7729 . t Bake `n Joy Foods Job Meeting Minutes 5 October 18,1999 Page 2 approximately 2.5 ' above that required for a dock height of 4'(+1-). Rivermoor will provide grade information to Jim Bourgeois for review and comment, as additional grading may be required 10/12 Reviewed options, suggest lowering grade at NW corner to avoid loss of parking and use of retaining curb. 10/17 Sketch forwarded to J. Bourgeois for review and comment. 3.02 Post meeting note: BNJ shall verify the limits and location of the dolly pad in front of the existing dock. The site drawing indicates that it is being increased in size, however the existing pad is 15' (+/-) wide, same as proposed. 4.06 RCG will submit a price to provide an underdrain along the south and west foundation walls. Drain will connect to the new CB scheduled to the NW comer. 4.12 A decision on the final racking layout should be made by 10-19-99. PD and MB will review with Bob Ogan. 10/14 Rack meeting set for 10/19. 4.13 RCG will coordinate light fixture type with PD, and submit package to Rivermoor. 10/12 Fixture type and contact provided New Business 5.01 Rivermoor returned steel erection shop drawings. 5.02 Shops remaining to be submitted: CMU, air rotation unit, fixture package, electrical devices, fire protection (will require coordination with rack drawings). 5.03 Post meeting note: RCG requested limits of rip- rap on berm slope. 5.04 Dock height will be 4'-0' above grade. 5.05 Dolly pads will be constructed of 4000 psi concrete. Removal of/2 existing pad will start on a Thursday. Pad will be placed on Friday and traffic shall remain off of the new concrete until the following Thursday. 5.06 Foundation contractor is now scheduled for 10/14. 5.07 Post meeting note: With the possible shifting of the pallet racks to fall under the joist girder, there is a concern with regard to the clear height. BNJ and Rivermoor shall review and advise. 5.08 Detail steel shops have been submitted and fabrication is immanent. 5.09 Dock seals shall be coordinated with final slope to the dock. Hold on fabrication until the slope is finalized. 5.10 The plumber intends to run welded gas line above ceiling in the weigh room and provided screwed fittings throughout the warehouse. 5.11 Existing utility racks will be used for pipe and conduit runs where space and capacity allows. 5.12 PD will request updated pressures for the gas utility. 5.13 BNJF requests that (1) man lift be in the warehouse at a time. 5.14 Air rotation shall move east 'h bay to allow for additional clearance to the west. Bake `n Joy Foods Job Meeting Minutes 5 October 18, 1999 Page 3 Progress • Continued progress on rough grading and excavation. • Fine grading along berm. • Saw cut pavement in the area of the new dolly pad. • Continuing progress on the building pad. • Continuing progress on foundation excavation • Installed freezer vent header. • Submittals — Steel detail sheets Short Schedule • Start forming foundations 10/14 • Cut and patch, hangers in weigh room 10/22 • Gas and electric through weigh room 10/29 • Steel delivery, (verify) 11115 The next job meeting is scheduled for Tuesday, October 19, 1999, at 9 AM. Respectfully submitted, ermoor ngineering & Associates, Inc. Brian K. J es, P.E. President cc. J. Bourgeois Shekar Associates P. Stefanini -Rivermoor 01 Lk Oi 01 Mi polio 1 -.1 11... -1 - loll III 1 111 miles LJ I I 1111 ELI Ill1411111AIIIIII i Non IN[oleo I Iloll III ILI in I ion loll linglie�llings is me me 11 loll lolllolltlose oleo Bellilollsell loll ln insille Elio I 11 loll IL4]llllmllllm sell IL4]111 lonsion loll I I in mom Ionic sell onsin sellim w l l..t,1.� • • FIELD REPORT PROJECT: Bake `N Joy Foods Bldg Expansion VROJFCT NO: .5840 - LOCATION: No. Andover, MA WEATHER: Sunny, 75 ° DATE: September 28, 1999 CONTRACTOR: R.C. Griffin PURPOSE: A site visit was made to the referenced project to review the foundation subgrade conditions. The project includes the construction of a building addition to the SW portion of the existing facility. The addition is to be a one-story, steel framed structure approximately 10,800 ft2 in footprint area. It is designed to support the addition on a conventional spread footing foundation with a concrete slab -on -grade. The area was formerly used a bituminous paved lot with a filled landscape embankment berm along the western perimeter of the site. Site grades vary from 253-259 within the pavement area being upwards of 270 ft atop the filled berm. Given a finish floor elevation of 258 ft, approximately 1-4 ft of structural fill will be required within the building footprint. However, some site excavation will be required within the filled berm to accommodate the new addition as well as a fire access lane. Based on review of the Foundation Plans, the footings were proportioned predicated upon an allowable soil bearing capacity of 3 ks£ At the time of this visit, the bituminous pavement was in the process of beingremoved from the project limits. The underlying gravel base was exposed. Four test pits were excavated this date to review the subgrade conditions. The subgrade conditions underlying a sandy gravel base in the pavement areas or an organic topsoil in the landscape areas generally consists of a brown, fine to medium sand with some to little silt and little gravel. Occasional layers of fine to medium sand as well as silty -clayey sand were also encountered. Groundwater was encountered flowing within a sand layer at a depth of 3 ft in test pit No. 2 (See Sketch). Based on the foregoing summary, we provide the following comments/recommendations. The footings should gain bearing support from the parent, undisturbed, silty sand subgrade underlying the gravel fill and/or topsoil. The subgrade should be stable and compact during construction. A plate compactor should be used to proof roll the subgrade prior to footing construction. • Groundwater, if encountered, should be continuously controlled during construction until the foundation is backfilled. Furthermore, it is recommended that an 8-10 inch lift of maximum 3/4 inch stone be placed below the footing in wet areas. The stone should be encased in a _ geotextile filter fabric such as Mirafi 140N or equal. A sump and pump should also be used to discharge groundwater from the footing areas. The stone base should help protect the competency of the sensitive silty sand subgrade, facilitate construction dewatering, and provide a dry/stable base upon which to progress foundation construction. The footings should ultimately be supported upon a compact/stable subgrade consisting of the parent, inorganic soils or compacted structural fill. 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 t Bake'N Joy No. Andover, MA September 28, 1999 Page 2 of 2 • The contractor wants to re -use the on-site inorganic soils for structural fill. Based on review of the test pits, the subgrade soils generally consist of a brown, silty sand with little gravel.. Furthermore, the silty sand was found to be moist to wet upon excavation. The on-site soils should be suitable for re -use as structural fill provided they can be compacted to specified density. The contractor was informed of the moisture sensitivity of the fine-grained soils which become readily disturbed/weakened when exposed to wet conditions and construction activities. It was also noted that the on-site soils will likely need to be aerated when excavated as the in-situ moisture content is estimated to be 34% above the optimum moisture content. As such, the re -use of the on-site soils should take place during periods of good weather in order to dry prior to compaction. Otherwise, the on-site soils will likely exhibit unstable conditions and not attain specified compaction. • A sample of the on-site soil excavated from the filled berm was obtained and submitted to our laboratory for gradation and Modified Proctor testing. A sample of the gravel base below the bituminous pavement was also obtained for lab testing. Should you have any questions, please do not hesitate to contact our office. UTS of Massachusetts; Inc. Kevin M. Martin, P.E. Geotechnical Engineer 4 hours + 1 Hour Travel kmun8/uts99/092999. rpt Fax Transmittal ., TO: ,LL To0r FROM: DATE: KE: FAX NUM please find pages inclainq the cover sheet. plca.se notify us if you do not receive all the pages. �Q`.i .P Qf .�,rictenti is its I he informtion contained in this fax is intended for the exclusive use of the addressee and may contain co ,f d-cntial or privilcoed information. If you are not the intended recipient. you arc hereby notified that any Torm of dissemination of this communi ;anon is etrictl y prohibi`✓d. F. this fax was sent to, in error, please immediately notify the soder above. 5igncd• 5 Richardson Lane, Stoneham, Massachusetts 02180 (781} 438-7755 Fax (781) 438-6 � s � ME Z VI Q J W W Sz LL U) ME a 100 90 80 70 Ld Z — 60 LL 1-- z 50 Ld 0 cr_ uj 40 30 20 10 0 GRAIN SIZE DISTRIBUTION TEST REPORT go 2 100 10.0 1.0. 0.1 0.01 0.001 GRAIN SIZE - mm 7. +3" % GRAVEL 7- SAND % SILT% CLAY USCS LL PI 0.0 16.8 56.4 26. _ 8 Sm SIEVE PERCENT FINER inches 4 size 3 100.0 10 78.1 2 iii uiiii i 1.5 98.3 40 59.0 � �� ii 50 53.3 0.75 94.8 °tai 39.7 u iu 90.0, 200 26.9 a ilei D 60 0 USETT ,"i ■■�i �� UT D10 ■ 2 100 10.0 1.0. 0.1 0.01 0.001 GRAIN SIZE - mm 7. +3" % GRAVEL 7- SAND % SILT% CLAY USCS LL PI 0.0 16.8 56.4 26. _ 8 Sm SIEVE PERCENT FINER inches 4 size 3 100.0 10 78.1 2 99.1 20 69.3 1.5 98.3 40 59.0 1 96.4 50 53.3 0.75 94.8 100 39.7 0.375 90.0, 200 26.9 GRAIN SIZE D 60 0.452 USETT ,"i INC. D 30 UT D10 RE COEFFICIENTS By C 7 c Cu SIEVE number size PERCENT FINER 0 4 83.2 10 78.1 20 69.3 40 59.0 50 53.3 100 39.7 200 26.9 OF MAS) SACH USETT ,"i INC. IEM Location: *FILLED EMBANKMENT BERM ON SITE Description: *F -M SAND. SOME SILT, LITTLE GRAVEL #200 WASH SIEVE UTS OF MASSACHUSETTS, INC . P;roj ect; No.': 5840 Project-:- -BAKEIN:-JOY FOODS' N. ANDOVER', -MA 5 Richardson i Lane Stoneham, MA 02180 Date: 10/01,/99 Sample No. 7688A r i r ♦ . • ■e■■■■■Y■■■/■■■■■■■■■■■■■\IS■■■ • ■■■■■■■■■■■fi■■■■■■■■■■■■■■►■ee ■■■■■■■■■■n■■■■■■■■■■■■■■■■\■■ ■■■■■■■■■EA■■■■■■■■■■■■■■■■■O■ ■■■■■■■■■II■■■■■■■■■■■■■■■■■■\\ ■■■■■■■■w/■■■■■■■■■■■■■■■■■■■\ • ■■e■■■■■%■■■■■■■■■■■■■e■■■■■■e • ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■s■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■e■■■■■■■e■■■e■■■■■■■■■■■ . . r MM mmm Maximum.. _. SAND,. ME SILT, ..moisture TLE GRAVEL . _.:..Remarks: Project: JOY...ANDOVER, MA Location: ....... MOISTURE-DENSITYRELATIONSHIP UTS MASSACHUSETTS, INC. Somp I e No. 7688A 100 90 80 70 W Z 60 LL z 50 w U w 40 a 30 20 10 0 qvZ - /�� L GRAIN SIZE DISTRIBUTION TEST REPORT c c < '- •- i � C' 00 a O O O O 0 O 200 100 10.0 1.0 0.1 0.01 0.001 GRAIN SIZE - mm % +3" % GRAVEL % SAND % SILT I % CLAY USCS LL PI 0.0 22.2 70.4 7.4 SW -SM SIEVE PERCENT FINER inches 4 size 3 100.0 10 71 . 1 2 98.8 N01111 ■ IA 10111 1.5 98.8 40 30.8 ■y YN 111 21.9 0.75 93.2 jll� 11.3 0.375 �1►1 Ill�u 7.3 GRAIN SIZE I 1.02 U 3 FYI I Au 0.126 200 100 10.0 1.0 0.1 0.01 0.001 GRAIN SIZE - mm % +3" % GRAVEL % SAND % SILT I % CLAY USCS LL PI 0.0 22.2 70.4 7.4 SW -SM SIEVE PERCENT FINER inches 4 size 3 100.0 10 71 . 1 2 98.8 20 54.7 1.5 98.8 40 30.8 1 95.8 50 21.9 0.75 93.2 100 11.3 0.375 85.4 200 7.3 GRAIN SIZE D60 1.02 U 3 D 0 0.126 R3 COEFFICIENTS Cc 1.32 Cu 8.1 1 7 SIEVE number size PERCENT FINER 4 77.8 10 71 . 1 20 54.7 40 30.8 50 21.9 100 11.3 200 7.3 OF MASSACHUSETTS, INC. (IE1N Location: *GRAVEL BELOW PAVEMENT ON SITE Description: * F -M SAND, SOME GRAVEL, TRACE S I,LT Remarks: #200 WASH SIEVE UTS OF MASSACHUSETTS. 1 NC _ Project No .: 5840 5 Richardson Lane Project: BAKE'N JOY FOODS, N. ANDOVER, MA p Stoneham, MA 02180 Date: 10/01/99 Sample No. 76886 a ■M■■■■■■■■■■■■■■■■■■■■■■■►%t■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■►w■■ . ■■■■■■■■■■■■■■■■■■■■■■■■■■■►■■ . ■■■■■■■■■■■■■■■■■■■■■■■■■■■M►■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■0 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ --------- Classification . IDepth ROCK CORRECTEDUNCORRECTED .- pcf F -M SAND, SOME GRAVEL ..moisture 7.2 % TRACE SILT . _ -., Remarks: Project: ...ANDOVER, Location:ON SITE Date: 10-01-1999 MOISTURE -DENSITY RELATIONSHIP TEST UTS OF MASSACHUSETTS, INC. Sample .:-- A GRAIN SIZE DISTRIBUTION TEST REPORT o a 0 o 100 n N -n M -ft -lot � a� Al: 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 GRAIN SIZE - mm % +31, % GRAVEL % SAND % SILT % CLAY 28.1 16.1 46.8 9.0 SIEVE PERCENT FINER inches 0 4 size 185.3 10 51.2 4 20 43.9 3 71.9 40 34.3 69.5 50 28.6 1.5 100 17.2 6 6 200 9.0 0.75 64.6 OF M S]C 0.375 59.9 iEw GRAIN SIZE D60 9.53 D 30 U D 1 0 0.0820 COEFFICIENTS Cc 0.14 CU 116.1 SIEVE number size PERCENT FINER 4 55.7 10 51.2 20 43.9 40 34.3 50 28.6 100 17.2 200 9.0 OF M S]C USETT ,INC. iEw 0.01 0.001 USCS LL PI SP -SM Location: • WILTON PIT, N.H. Description: O F -M SAND,LITTLE GRAVEL SOME COBBLES,TRACE SILT Remarks: #200 WASH SIEVE UTS OF MASSACHUSETTS, INC. Project No.: 5840 5 Richardson Lane Project: BAKE'N JOY FOODS, N. ANDOVER, MA Y Stoneham, MA 02180 Date: 10/04/99 Sample No. 7695 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Classification. CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION MaximumROCK .- - . E GRAVEL, ..-COBBLES,TRACEProject No.: 5840 -. BAKE'N JOY FOODS, N. ANDOVER, MA Location:Project: WILTON 10-04-1999 MOISTURE -DENSITY RELATIONSHIP TEST UTS OF MASSACHUSETTS, INC. SampleDate: No. RIVERMOOR ENGINEERING & ASSOCIATES, INC. PROFESSIONAL ENGINEERSMLI 0) Com/ RIVERM O= f� DATE: November 15, 1999 Michael McGuire FROM: Brian K. Jones, P.E. TO: Building Inspector Town of Andover - Building Department RE: Bake n' Joy 27 Charles St. PROJECT Dry Storage Addition - 9922 N. Andover, MA 01845 WE ARE SENDING YOU (attached): VIA: Submittals Plans Specifications X Other: # of Copies Date t Drawing No. I Description 1 11-15-99 Meeting Min. 5 - 8 1 11-15-99 Test Results THESE ARE TRANSMITTED: X For/your use _ As`Rbquested REMAR {{ B ia�KJo s, P.E. cc: Approved as Submitted _ Disapproved Resubmit Approved as Noted For Review and Comment 259 STOCKBRIDGE ROAD - P.O. BOX 276 - SCITUATE, MA 02040-0276 TEL. (781) 545-2848 - FAX (781) 544-7729 RI"RMO= RIVERMOOR ENGINEERING & ASSOCIATES, INC. PROFESSIONAL ENGINEERS Job Meeting Minutes No 8 November 4, 1999 Project: Dry Storage Addition $ake'a,Joy-Foods - North Andover, MA by: Brian K. Jones, P.E. Attendance: Paul DePew Michael Berry Joe Brian K. Jones, P.E. John Grant Bill Twomey DISCUSSION Old Business Fm� � Project #: 9922 Meeting Date: 11-2-99 Bake `n Joy Foods (PD) Bake `n Joy Foods (MB) Bake `n Joy Foods ( ) Rivermoor Engineering and Associates (BKJ) R. C. Griffin, Inc. (JG) R. C. Griffin, Inc. (BT) 4.13 RCG will coordinate light fixture type with PD, and submit package to Rivermoor. 10112 Fixture type and contact provided 10119 RCG shall verify that the reflectors are clear and reflectors`float- 10126 S. S. and L shall submit sample high bay, pulse fixture for review. 11/02 Submit photometrics for all proposed alternate fixtures. Fixture package is not accepted pending receipt of photometrics 5.14 Air rotation shall move east '/Z bay to allow for additional clearance to the west. 10119 Rivermoor will issue revised &awing once rack layout is finalized. 6.05 RCG shall submit a price to add a CB between the two loading dock doors. 10126 Pending, Rivermoor will issue a sketch of the revised grading scheme. 11/02 Sketch issued Price additional CB as an add alternate. 259 ST04CKBRIDCE ROAD • P.O. BOX 276 • SCITUATE, MA 02040-0276 TEL. (781) 545-1848 • FAX (781) 544-7729 Bake `n Joy Foods Job Meeting Minutes 8 November 4, 1999 Page 2 7.04 RCG shall verify steel schedule and primer color. 1 U2 Steel is tentatively scheduled for the end of November, Provide sketch. primer gray. 7.05 Miscellaneous steel will be required to support OH door springs. Rivermoor shall 7.06 Alternate door as submitted by Bob Knapp is acceptable. Resubmit shop drawings for the record. Glazing shall be insulated safety glass. 7.07 RCG shall submit a price to provide 30" dock bumpers. 7.08 Submitted door hood options for review. IM Door hoods will not be required 7.09 SS and L shall verify spares in FRCP. 7.16 SS and L will provide photometrics for lighting, New Business 8.01 , Pending submittals: paint, thermal panels, fire protection. 8.02 RCG submitted payment application# 2. 8.03 Provide (4) # 4 reinforcing bars, 3' long at inside corners, adjacent to CB's to be cast within the dolly pad. 8.04 Masonry is scheduled to start after steel erection. 8.05 Slab will follow, building enclosure. 8.06 PD will contact gas company with .regard to verification of pressure at air rotation unit. 8.07 Door hoods will not be required: 8.08 BNJ shall finalize rack package and layout this week. Once finaliz COPY of plan to Rivermoor for coordination. ed, ease forward 8.09 Rivermoor returned HVAC shop drawings. 8.10 BNJ is continuing to evaluate the layout for the battery chargers. New fan and ductwork location must be coordinated.with.layout. Layout should be available at the next job meeting. 8.11 BNJ shall verify the required size of the new dolly pad. Progress • Continued progress on the building pad. • Continued progress on footings and foundation walls. Wall has been placed along A line. • Forming foundation walls and -piers along 11 and D line. • Installing steel embedments; • Setting leveling plates. • Reinforcing existing roof structure. • Installed FW line and hydrant. • Layout for replacement of dolly pad. • Running main electrical conduits through the existing plant. Bake `n Joy Foods Job Meeting Minutes 8 November 4,1999 Page 3 Short Schedule • Start dolly pad 11/4 • Complete fire water valve 11/3 ' Place FW thrust blocks 11/3 • lace foundation wall along 11 11/4 Steel delivery, (verify) late November The i xt job meeting is scheduled for Tuesday, November 9, 1999, at 9 AM. tfully submitted, Brian K. Jones, P.E. President CC. J. Bourgeois Shekar Associates V _y 10 RIVERMO= RIVERMOOR ENGINEERING & ASSOCIATES, INC. PROFESSIONAL ENGINEERS Job Meeting Minutes No 7 October 28, 1999 Prc j �ct: Dry Storage Addition ,Bakg '..n Joy. Foods — North Andover, MA Project #: 9922 Reported by: Brian K. Jones, P.E. Meeting Date: 10-26-99 Attendance: Paul DePew Michael Berry Brian K. Jones, P.E. John Grant Bill Twomey Bob Knapp Mike DeCristoforo DISCI USSION Old business Bake `n Joy Foods (PD) Bake `n Joy Foods (MB) Rivermoor Engineering and Associates (BKJ) R. C. Griffin, Inc. (JG) R. C. Griffin, Inc. (BT) Barry Hyman S. S. and L Electric 2.07 BT will verify grades at the corner of the building adjacent to the berm cut. 9/28 Grades have been provided to Rivermoor for review. Post meeting note: Additional grades were taken in front of the proposed loading dock. Existing grades are approximately 2.5' above that required for a dock height of 4'(+1-). Rivermoor will provide grade information to Jim Bourgeois for review and comment, as additional grading may be required 10/12 Reviewed options, suggest lowering grade at NW corner to avoid loss of parking and use of retaining curb. 10/17 Sketch forwarded to J. Bourgeois for review and comment. 10/19 Reviewed grades on site. RCG shall submit pricing for review. 1626 Mvermoor to issue sketch for pricing. 259 STOCKBRIDGE ROAD • P.O. 80X176 • SCITUATE, MA 01040-0276 TEL. (781) 545-2848 • FAX (781) 544-7729 Bake `n Joy Foods Job Meeting Minutes 7 October 28, 1999 Page 2 3.0F Post meeting note: BNJ shall verify the limits and location of the dolly pad in front of the existing dock. The site drawing indicates that it is being increased in size, however the existing pad is 15' (+/-) wide, same as proposed. 10119 6' will be added to the existing width, front and rear. 10/28 Post meeting note: Pad shall be extended 1 ' to the east and 2 ' to west. RCG shall submit revised pricing. 4.1# A decision on the final racking layout should be made by 10-19-99. PD and MB will I review with Bob Ogan. 10/14 Rack meeting set for 10119. 10/19 Follow up meeting set for 10/26. 10/26 Follow up meeting set for 10128. 4.13 RCG will coordinate light fixture type with PD, and submit package to Rivermoor. 10/12 Fixture type and contact provided 10119 RCG shall verify that the rej7ectors are clear and reflectors 'float ". 10/26 S ,S and L shall submit sample high bay, pulse fixture for review. 5.09 Dock seals shall be coordinated with final slope to the dock. Hold on fabrication until the slope is finalized. 10/26 Seals shall project 14 " at the bottom and 12 " at the top, 5.14 Air rotation shall move east '/z bay to allow for additional clearance to the west. 10/19 Rivermoor will issue revised drawing once rack layout is finalized 6.03 Top of replaced dolly pad shall be set %i" above grade. 10/26 Dolly pad will be set at grade. 6.05 RCG shall submit a price to add a CB between the two loading dock doors. 10/26 Pending, Rivermoor will issue a sketch of the revised grading scheme. New Business 7.01 Existing "freezer" floor slab is approximately 1" below the new floor. New slab shall pitch locally to match. 7.02 Provide saw -cuts in the dolly pad at 20' on center. Construction joint shall be doweled with 1' long, V diameter smooth dowels, grease one end. Post meeting note, due to the reduction in the overall width of the dolly pad, a center saw -cut is not required. 7.03 Rivermoor returned masonry submittals. 7.04 RCG shall verify steel schedule and primer color. 7.05 Miscellaneous steel will be required to support OH door springs. Rivermoor shall provide sketch. 7.06 Alternate door as submitted by Bob Knapp is acceptable. Resubmit shop drawings for the record. Glazing shall be insulated safety glass. 7.07 RCG shall submit a price to provide 30" dock bumpers. 7.08 Submitted door hood options for review. 7.09 SS and L shall verify spares in FACP. 7.10 Reviewed proposed underground conduit runs with PD. Runs were accepted. As-builts must be provided. Bake `n Joy Foods Job Meering Minutes 7 October 28, 1999 Page 3 7.11 New boxes will be provided for the relocated panels. 7.12 Tamper switches shall be alarmed. 7.13 SS and L shall coordinate interlock provisions between the air rotation unit, MAU and EF's with the HVAC contractor. 7.14 High bay fixtures shall be 400 watt. 7.15 Rivermoor will review "spark proof' motor requirements. 7.16 SS and L will provide photometrics for lighting. 7.17 Racks • Add two (2) additional uprights per row at interior columns. • Add end protection adjacent to personnel door. • BNJ shall advise Crown with regard to desired aisle width, 11'-3" vs 11'-0". • End protection shall be 43" high. • Crown shall provide separate quote for pallet stops. • Crown shall look into sloped dust covers for the "bull noses". • PD will provide rail protection along the front of the Johnson Heater. Progress • Continuing progress on the building pad. • Placing footings • Porming foundation walls and piers. • Running main electrical conduits through the existing plant. • Began excavation for water tie-in. Short Schedule • Wet tap 10/28 • Start dolly pad 11/1 • Gas and electric through weigh room 10/29 • Steel delivery, (verify) 11/15 The next job meeting is scheduled for Tuesday, November 2, 1999, at 9 AM. �Ee ectfully submitted, Brian K. nes P.E. President cc. J. Bourgeois Shekar Associates RIVERMOOR� RIVERMOOR ENGINEERING & ASSOCIATES, INC. PROFESSIONAL ENGINEERS Job Meeting Minutes No. 5 October 18, 1999 Project: Dry Storage Addition Bake 'n Joy Foods — North Andover, MA Project #: 9922 Reported by: Brian K. Jones, P.E. Meeting Date: 10-12-99 Attendance: Paul DePew Bake `n Joy Foods (PD) Michael Berry Bake `n Joy Foods (MB) Brian K. Jones, P.E. Rivermoor Engineering and Associates (BKJ) John Grant R- C. Griffin, Inc. (JG) Bill Twomey R- C. Griffin, Inc. (BT) DISCUSSION Old Business 1.21 Reviewed pallet rack bids and options. BNJ shall advise Rivermoor with regard to desired layout, per Al. l or per Crown's recommendation. Frazier has not yet submitted a bid. 9128 Rivermoor will place a follow-up call to Frazier. 1017 Frazier is planning to submit bid by 10-12. 10112 Review meeting with BNJ is scheduled for 10119, 8AM. 2.03 Reviewed various options for connecting to the water main. The option of leaving the existing hydrant gate valve where it is presently located and performing a `vet tap", prior to the gate valve, appears to be the recommended procedure. RCG shall review and advise. 10/5 Waiting for review by DPW. 10112 DPW does not have a problem with a wet tap. Will allow 6" line to hydrant in lieu of specified 8 ". RCG shall review and advise with regard to cost savings. 2.07 BT will verify grades at the comer of the building adjacent to the berm cut. 9128 Grades have been provided to Rivermoor for review. Post meeting note: Additional grades were taken in front of the proposed loading dock. Existing grades are 259 STOCKBRI06E ROAD • P.O. BOX 276 - SCITUATE, MA 02040-0.276 TEL. (781) 545-2848 • FAX (781) 544-7729 ti Bake `n Joy Foods Job Meeting Minutes 5 October 18, 1999 Page 2 approximately 2. S' above that required for a dock height of 4' (+/). Rivermoor will provide grade information to Jim Bourgeois for review and comment, as additional grading may be required. 10/12 Reviewed options, suggest lowering grade at NW corner to avoid loss of parking and use of retaining curb. 10/17 Sketch forwarded to J Bourgeois for review and comment. 3.02 Post meeting note: BNJ shall verify the limits and location of the dolly pad in front of the existing dock. The site drawing indicates that it is being increased in size, however the existing pad is 15' (+/-) wide, same as proposed. 4.06 RCG will submit a price to provide an underdrain along the south and west foundation walls. Drain will connect to the new CB scheduled to the NW corner. 4.12 A decision on the final racking layout should be made by 10-19-99. PD and MB will review with Bob Ogan. 10/14 Rack meeting set for 10119. 4.13 RCG will coordinate light fixture type with PD, and submit package to Rivermoor. 10/12 Fixture type and contact provided. New Business 5.01 Rivermoor returned steel erection shop drawings. 5.02 Shops remaining to be submitted: CMU, air rotation unit, fixture package, electrical devices, fire protection (will require coordination with rack drawings). 5.03 Post meeting note: RCG requested limits of rip- rap on berm slope. 5.04 Dock height will be 4'-0' above grade. 5.05 Dolly pads will be constructed of 4000 psi concrete. Removal of V2 existing pad will start on a Thursday. Pad will be placed on Friday and traffic shall remain off of the new concrete until the following Thursday. 5.06 Foundation contractor is now scheduled for 10/14. 5.07 Post meeting note: With the possible shifting of the pallet racks to fall under the joist girder, there is a concern with regard to the clear height. BNJ and Rivermoor shall review and advise. 5.08 Detail steel shops have been submitted and fabrication is immanent. 5.09 Dock seals shall be coordinated with final slope to the dock. Hold on fabrication until the slope is finalized. 5.10 The plumber intends to run welded gas line above ceiling in the weigh room and provided screwed fittings throughout the warehouse. 5.11 Existing utility racks will be used for pipe and conduit runs where space and capacity allows. 5.12 PD will request updated pressures for the gas utility. 5.13 BNJF requests that (1) man lift be in the warehouse at a time. 5.14 Air rotation shall move east V2 bay to allow for additional clearance to the west. Bake `n Joy Foods Job Meeting Minutes 5 October 18, 1999 Page 3 Progress • Continued progress on rough grading and excavation. • Fine grading along berm • Saw cut pavement in the area of the new dolly pad. • Continuing progress on the building pad. • Continuing progress on foundation excavation • Installed freezer vent header. • Submittals — Steel detail sheets Short Schedule • Start forming foundations 10/14 • Cut and patch, hangers in weigh room 10/22 • Gas and electric through weigh room 10/29 • Steel delivery, (verify) 11115 The next job meeting is scheduled for Tuesday, October 19, 1999, at 9 AM. Respectfully submitted, Rivermoor Engineering & Associates, Inc. Brian K Jones, P.E. President cc. J. Bourgeois Shekar Associates P. Stefanini-Rivermoor RIVERMO= RIVERMOOR ENGINEERING & ASSOCIATES, INC. PROFESSIONAL ENGINEERS Job Meeting Minutes No. 6 October 25, 1999 Project: Dry Storage Addition Bake In Joy Foods — North Andover, MA Project #: 9922 Reported by: Brian K Jones, P.E. Meeting Date: 10-19-99 Attendance: Paul DePew Michael Berry Brian K Jones, P.E. John Grant Bill Twomey DISCUSSION Old Business Bake `n Joy Foods (PD) Bake `n Joy Foods (MB) Rivermoor Engineering and Associates (BKT) R- C. Griffin, Inc. (JG) R- C. Griffin, Inc. (BT) 1.21 Reviewed pallet rack bids and options. BNJ shall advise Rivermoor with regard to desired layout, per Al. l or per Crown's recommendation. Frazier has not yet submitted a bid. 9128 Rivermoor will place a follow-up call to Frazier. 1017 Frazier is planning to submit bid by 10-12. 10112 Review meeting with BNJ is scheduled for 10119, 8AM. 10/19 Follow up meeting scheduled for 10126, 8AM 2.03 Reviewed various options for connecting to the water main. The option of leaving the existing hydrant gate valve where it is presently located and performing a "wet tap", prior to the gate valve, appears to be the recommended procedure. RCG shall review and advise. 10/5 Waiting for review by DPW 10112 DPW does not have a problem with a wet tap. Will allow 6" line to hydrant in lieu of specified 8 ". RCG shall review and advise with regard to cost savings. 10/19 Proceed at no change in cost. 259 STOCKBRIDGE ROAD • P.O. BOX 276 - SCITUATE, MA 02 04 0-02 76 TEL. (781) 545-2848 • FAX (781) 544-7729 Bake `n Joy Foods Job Meeting Mimrtes 6 October 25, 1999 Page 2 2.07 BT will verify grades at the corner of the building adjacent to the berm cut. 9/28 Grades have been provided to Rivermoor for review. Post meeting note: Additional grades were taken in front of the proposed loading dock. Existing grades are approximately 2.5' above that required for a dock height of 4' (+/). Rivermoor will provide grade information to Jim Bourgeois for review and comment, as additional grading may be required. 10/12 Reviewed options, suggest lowering grade at NW corner to avoid loss of parking and use of retaining curb. 10/17 Sketch forwarded to J. Bourgeois for review and comment. 10/19 Reviewed grades on site. RCG shall submit pricing for review. 3.02 Post meeting note: BNJ shall verify the limits and location of the dolly pad in front of the existing dock. The site drawing indicates that it is being increased in size, however the existing pad is 15' (+/-) wide, same as proposed. 10/19 6' will be added to the existing width, front and rear. 4.12 A decision on the final racking layout should be made by 10-19-99. PD and MB will review with Bob Ogan. 10/14 Rack meeting set for 10/19. 10/19 Follow up meeting set for 10/26. 4.13 RCG will coordinate light fixture type with PD, and submit package to Rivermoor. 10/12 Fixture type and contact provided. 10/19 RCG shall verb that the reflectors are clear and reflectors `float". 5.03 Post meeting note: RCG requested limits of rip- rap on berm slope. 10/19 Match height of existing rip rap. 5.07 Post meeting note: With the possible shifting of the pallet racks to fall under the joist girder, there is a concern with regard to the clear height. BNJ and Rivermoor shall review and advise. 10/19 Steel height will remain as designed. 5.09 Dock seals shall be coordinated with final slope to the dock. Hold on fabrication until the slope is finalized. 5.12 PD will request updated pressures for the gas utility. 5.14 Air rotation shall move east V2 bay to allow for additional clearance to the west. 10/19 Rivermoor will issue revised drawing once rack layout is finalized. New Business 6.01 RCG hand delivered electrical submittals. Copy left with PD for review and comments. 6.02 Flushing of water main should be scheduled for a Friday and coordinated with PD. 6.03 Top of replaced dolly pad shall be set 1/2" above grade. 6.04 Rim elevation of CB 43 may require lowering to allow for positive drainage from dock area. 6.05 RCG shall submit a price to add a CB between the two loading dock doors. 6.06 Post meeting note: Submitted Johnson Heater shop drawings. Bake `n Joy Foods Job Meeting Minites 6 October 25, 1999 Page 3 6.06 Pallet Racks — Meeting with Crown Equipment • Requires 18" rat run. • Aisles — 11'-3" • Staging area becomes (1) pallet deep • Pallet design weight — 25001bs. • Top of product 27'-6" • Rack quote is now based upon Interlake. • Load beams will be interchangeable with existing racks. • Crown will provide cost options for pallet stops. • Crown shall submit detail on base deflector and end aisle protectors. • Delete V2 bays adjacent to air rotation unit. • Racks shall be "tarpped" for shipping. Progress • Continued progress on rough grading and excavation. • Continuing progress on the building pad. • Forming footings, preparing for first placement. • Layout for runs through weigh room Short Schedule • First concrete placement 10/19 • Cut and patch, hangers in weigh room 10/22 • Start dolly pad reconstruction 10/28 • Gas and electric through weigh room 10/29 • Steel delivery, (verify) 11/15 The next job meeting is scheduled for Tuesday, October 26, 1999, at 9 AM. Respectfully submitted, Rivermoor Engineering & Associates, Inc. Brian K Jones, P.E. President cc. J. Bourgeois Shekar Associates P. Stefanini -Rivermoor U U TTTTTTTTTT Cement S S S U U T S S U U T S Brand Name U U T #4 S S S U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 CONCRETE INSPECTION REPORT Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. 259 Stockbridge Rd P.O.Box 276 Scituate, MA 02040-0276 CLASS CONCRETE Of MASSACHUSETTS, INC. 781-438-7755 DATE 11/01/99 3 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Conc. Co. CUBIC YARDS _F -,DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr. Source Coarse Aggr. Source Admixture Brand Name Admixture Brand Name Water Source TEST SAMPLES LOCATION Transportation of 1 set of cylinders cast on 10/29/99 to the lab for testing. Moisture in Sand % Moisture in C. Aggr. No. of Determinations Weights Adjusted to Compensate for Moisture Sand Colormetric Test REMARKS: PLANT GRADATIONS F.M. SAND F.M. #8 #100 #4 #50 3/8" #30 1/2" #16 3/4" #8 1" #4 1 1/2" C.AGGR. INSPECTORS: U T S OF MASSACHUSETTS, INC. Plant- Reviewed Field- P. Quiggs By: William P. Crabtre4rooc- FIELD REPORT PROJECT: Bake `N Joy Foods PROJECT NO: 5840 LOCATION: No. Andover, MA WEATHER: Sunny,.60° DATE: November 3, 1999 CONTRACTOR: R.C. Griffin PURPOSE: A site visit was made to the referenced project to review the foundation subgrade conditions for the new dolly pad. The existing dolly pad at the loading dock is being removed to accommodate the new dolly pad. Based on review of the Project Plans, the new dolly pad is to be 8 inches thick and underlain by a --gravel base. Portions of the existing dolly pad that have been removed reveal the presence of an existing gravel base. A shallow test pit in the area indicates 12 inches of a brown, fine to medium sand with little gravel and trace silt. A woven geotextile fabric was encountered below the gravel base then the parent silty sand with little gravel. To accommodate the new pad, approximately 2 inches if the existing gravel will need to removed. It is recommended that the remaining gravel base be compacted prior to foundation construction. It is expected that the existing gravel base should be adequate for support of the new dolly pad. Should you have any questions, please do not hesitate to contact our office. UTS of Massachusetts, Inc. -'-9 Kevin M. Martin, P.E. Geotechnical Engineer d hours+ 1 Hour Travel kmm9/uts99/110399.rpt 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 SOIL INSPECTION REPORT DATE 11-04-99 6 Rivermoor Engineering & Assoc. Job No. UTS 5840 Attn: Brian K. Jones P.E. Project Bake'n Joy Foods, N. Andover 259 Stockbridge Rd P.O.Box 276 Contractor R.C. Griffin, Inc Scituate, MA 02040-0276 LOCATION: ELEVATION: Test #1 - See sketch Finish grade Test #2 - " 11 Test #3 - 3' from top of wall Test #4 - " 11 Test #5 - " 11 Weather: Sunny, 52 degrees Purpose: Perform field density tesets Equip: Excavator, plate compactor Summary-: The writer arrived at the project site at 9:30 AM and met with Bill Twomey from R.C. Griffin. The purpose of this visit was to perform a soil inspection. The following was observed: the area for dolly pad from mid to north was placed and compacted prior to the writer's arrival on site. The area for permanent drain line A, 71.1 to 11, was back- filled in a one foot thick lift using onsite material and compacted with a plate compactor making several passes. Tests #1 and #2 were in excess of project specifications of 95% of ASTM D1557 modified. Tests #3-#5 did not reach 95%. The writer informed Mr. Twomey about low test re- sults. Saturated material and small compaction equipment contributed to low test results. These observations were related to Mr. Twomey prior to departure. INSPECTOR: M. Konjkavfard Min day + U T S OF MASSACHUSETTS, INC. Reviewed 1 hour travel By: William P. Crabtre4oc- FIELD TEST # % MOISTURE M.D.D. DRY DENSITY % COMPACTION 1 7.5 131.0 126.1 96.3 "2 8.8 131.0 125.3 95.7 3 12.6 134.8 120.2 89.2 4 15.4 134.8 122.2 90.7 5 14.7 134.8 122.8 91.1 LOCATION: ELEVATION: Test #1 - See sketch Finish grade Test #2 - " 11 Test #3 - 3' from top of wall Test #4 - " 11 Test #5 - " 11 Weather: Sunny, 52 degrees Purpose: Perform field density tesets Equip: Excavator, plate compactor Summary-: The writer arrived at the project site at 9:30 AM and met with Bill Twomey from R.C. Griffin. The purpose of this visit was to perform a soil inspection. The following was observed: the area for dolly pad from mid to north was placed and compacted prior to the writer's arrival on site. The area for permanent drain line A, 71.1 to 11, was back- filled in a one foot thick lift using onsite material and compacted with a plate compactor making several passes. Tests #1 and #2 were in excess of project specifications of 95% of ASTM D1557 modified. Tests #3-#5 did not reach 95%. The writer informed Mr. Twomey about low test re- sults. Saturated material and small compaction equipment contributed to low test results. These observations were related to Mr. Twomey prior to departure. INSPECTOR: M. Konjkavfard Min day + U T S OF MASSACHUSETTS, INC. Reviewed 1 hour travel By: William P. Crabtre4oc- 0 Z 0 U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 SOIL FIELD REPORT DATE 11-03-99 2 Rivermoor Engineering & Assoc. Job. No. UTS 5840 Attn: Brian K. Jones P.E. Project Bake'n Joy Foods, N. Andover 259 Stockbridge Rd P.O.Box 276 Contractor R.C. Griffin, Inc Scituate, MA 02040-0276 WEATHER: Sunny, 58 e� grees PURPOSE: Observe earthwork construction EQUIPMENT OPERATING: N/A SUMMARY: The writer arrived at the above site at 11:30 AM and met with Bill Twomey from R.C. Griffin. The purpose of this visit was to per- form a soil inspection. Mr. Twomey indicated that according to job specifications, the existing dolly pad must be removed. Prior to removal, the subsoil must be verified by UTS' engineer. The writer contacted the UTS office and requested Kevin Martin, P.E. to verify the material. No compaction tests were performed today. INSPECTOR: M. Konjkavfard Min day + U T S OF MASSACHUSETTS, INC. 1 hour travel Reviewed By: William P. CrabtreovL U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 REINFORCING STEEL INSPECTION DATE Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. 259 Stockbridge Rd P.O.Box 276 Scituate, MA 02040-0276 Of MASSACHUSETTS, INC. 781-438-7755 11/04/99 3 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc CONTACTS: Bill Twomey of R.C. Griffin SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 ACCEPTANCE CRITERIA: CONTRACT DRAWINGS) R-02 SHOP DRAWINGS) Baker Steel PROJECT SPECIFICATIONS 03300 OTHER AREA REVIEWED: Wall 11 line B -D, D line 11-10.8 ACCEPTABLE VERIFY: YES NO Coverage (top and bottom) x Clearance x Cleanliness (heavy rust,scale,mud,dirt,oil,etc. not permitted) x Bar Supports x Bar Spacing x Bar Quantity x Placement (position and tying) x REMARKS: INSPECTOR: M. Konjkavfard U T S OF MASSACHUSETTS, INC. Reviewed By: William P. Crabtree6ek- U U TTTTTTTTTT U U T U U T U U T U U T U U T U U U T 5 Richardson Lane, Stoneham, SOIL INSPECTION REPORT S S S S S S S S S S S S S S S MA 02180 DATE Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. 259 Stockbridge Rd P.O.Box 276 Scituate, MA 02040-0276 Of MASSACHUSETTS, INC. 781-438-7755 11-05-99 Job No. UTS 5840 Project Bake'n Joy Foods, Contractor R.C. Griffin, Inc 7 N. Andover FIELD TEST # % MOISTURE M.D.D. DRY DENSITY % COMPACTION 1.. 9.8 134.8 126.2 93.6 Test #1 - LOCATION: See sketch ELEVATION: -3' Weather: Clear, 40 degrees Purpose: Observe earthwork construction and perform field density tests Equip: 320b Cat excavator, Wacker plate compactor Summary: The writer arrived at the project site at 7:30 AM and met with Bill Twomey from R.C. Griffin. The purpose of this visit was to perform a soil inspection. The backfilling had begun along A line, 7.1-11 lines placing 6"-8" loose lifts., then compacting with the Wacker plate compac- tor makng repeated passes. The soil appeared very moist and consisted of F -M sand little gravel, silt and some stone. One field density test was performed according to ASTM D1556 using the sand cone method. Test result did not reach 95% of the MDD obtained from modified proctor ASTM D1557. There was a high moisture content in the soil and the writer suggested allowing soil to dry before continuing backfill procedures. Also, trenches had been excavated at 7.1 line at B,C,D lines. Filter paper was placed at base of each trench then 6" lifts of crushed stone was placed on top. Each lift of crushed stone was compacted with the Wacker plate compactor. These observations were related to Mr. Twomey prior to departure. INSPECTOR: C. Lund Max day + 1 hour U T S OF MASSACHUSETTS, INC. Reviewed By: William P. Crabtre4*0C E. co : f HA (n Cn � S� m A°' 3 a a � � N� A� CO M i � woo -0 C- o oho m z Z M O r , E. co -n HA � m n � L 2 � U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 CONCRETE INSPECTION REPORT II Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. 259 Stockbridge Rd P.O.Box 276 Scituate, MA 02040-0276 Of MASSACHUSETTS, INC. 781-438-7755 DATE 10/29/99 3 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Conc. Co. Red E Mix CLASS CONCRETE 3000# 3/4" CUBIC YARDS 22 ASTM C-39 TEST SAMPLES LOCATION 4 cylinders Wall: line A at 7.4: Slump: 411, air temp. 60, conc.temp. 66, truck #1764, ticket #105607, time 12:10 Total placement: line A complete, line 11 from A to B. TESTS ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P.S.I. K548 6x12 28.27 10/29/99 11/05/99 7 2,050 K549 6x12 28.27 10/29/99 11/26/99 28 K550 6x12 28.27 10/29/99 11/26/99 28 K551 6x12 28.27 10/29/99 11/26/99 28 REMARKS: U T S OF MASSACHUSETTS, INC. INSPECTOR: Reviewed Field- P. Leavitt By: Steven T. Crabtreor �. Of • 'The Construction Testing Pe*WDAILY REPORT OF CONCRETE POUR PROJECT: 134 K /y — cJ o y PROJECT. N0: DATE: ��'�� Q AIR TEMP: 600 TOTAL YARDS: �� Y LOCATION OF POUR: L 1A./E A o4p4 6 Te') C. fes/ E �� �,E'O/►, /� j0 LOAD & SLUMP BATCHING TIME TIME TIS CONC. TRTTrvA TNrNF.9 TN OUT MINS YARDS TEMP Z AIR TICKET# NO OF CYLS /05607 4 INSPECTOR: AA, ��At%IT'r ARKS /eo �30 TIME: � • 5 Richardson Lane, Stoneham, Massachusetts 02180 (617) 438-7755 Fax (617) 438-6216 U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 REINFORCING STEEL INSPECTION DATE 10/29/99 2 Rivermoor Engineering & Assoc. Job No. UTS 5840 Attn: Brian K. Jones P.E. Project Bake'n Joy Foods, N. Andover 259 Stockbridge Rd P.O.Box 276 Contractor R.C. Griffin, Inc Scituate, MA 02040-0276 CONTACTS: Bill Lowery of R.C. Griffin SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 ACCEPTANCE CRITERIA: CONTRACT DRAWING(S) SHOP DRAWINGS) R 02 Dominion PROJECT SPECIFICATIONS 03300 OTHER AREA REVIEWED: Wall line A and wall line 11 from A to B VERIFY: ACCEPTABLE Coverage (top and bottom) YES NO x Clearance x Cleanliness (heavy rust,scale,mud,dirt,oil,etc. not permitted) x Bar Supports x Bar Spacing x Bar Quantity x Placement (position and tying) x REMARKS: Steel clean, forms with no standing water INSPECTOR: P. Leavitt U T S OF MASSACHUSETTS, INC. Reviewed By: William P. Crabtree/kP� U U TTTTTTTTTT U U T S U U T S U U T U U T U U T S U U U T 5 Richardson Lane, Stoneham, MA SOIL INSPECTION REPORT Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. 259 Stockbridge Rd P.O.Box 276 Scituate, MA 02040-0276 S S S S S S Of MASSACHUSETTS, INC. S S S S S 02180 781-438-7755 DATE 10-28-99 5 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc FIELD TEST # % MOISTURE M.D.D. DRY DENSITY % COMPACTION 1 4.3 132.6 131.0 98.7 Test #1 - LOCATION: See sketch ELEVATION: 3W -*X Weather: Clear Purpose: Perform field density tests Equip: Mikasa vibratory temper #MVC -90H, JD 410D Summary: The writer arrived at the above site at 12:00 PM and met with Bill Twomey from R.C. Griffin. The purpose of this visit was to perform a soil inspection. The following was observed: area to be tested had been prepared prior to the writer's arrival. One field density test was performed according to ASTM D1556 using the sand cone method. Test result exceeded 95% of ASTM D1557 modified. These observations were related to Mr. Twomey prior to departure. INSPECTOR: M. Williams Min day + 1 hour travel U T S OF MASSACHUSETTS, INC. Reviewed By: William P. Crabt.reaac-_ F -I r I v e- a-Ja tj -77 U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 SOIL FIELD REPORT DATE 10-29-99 1 Rivermoor Engineering & Assoc. Job. No. UTS 5840 Attn: Brian K. Jones P.E. Project Bake'n Joy Foods, N. Andover 259 Stockbridge Rd P.O.Box 276 Contractor R.C. Griffin, Inc Scituate, MA 02040-0276 WEATHER: Sunny, 60 egrees .-PURPOSE—Soil-inspection for 8" ductile iron pipe EQUIPMENT OPERATING: Excavator, loader, hand compactor SUMMARY: The writer arrived at the project site at 7:00 AM and met with Bill Lowery from R.C. Griffin Construction. The purpose of this visit was to perform a soil inspection. The excavator made a trench 42" wide and 5.5-6 feet deep to accommodate an 8" ductile iron water pipe, each length 20' long, starting at the end of yesterday's work. Work took place off the side of an access road to a back parking lot. At each joint, the rubber seal was lubricated before insertion along with both ends of the pipe. Underground water has been encountered throughout and 3/4" crushed stone was used as each length of pipe was installed, along side the pipe and 3"-4" above it. The excavator backfilled 4' in two lifts, tamping with the bucket to consolidate the gravel. At this depth about 1 foot below final grade, the hand operated compactor made six passes of over the gravel. Caution tape for water pipe and electrical conduit were installed at this depth. Six inches of gravel, a 6" layer of reprocessed concrete, was used to come up to final grade. Thirteen lengths of pipe and one hydrant were installed today. INSPECTOR: P. Leavitt Max day + 1 U T S OF MASSACHUSETTS, INC. hour travel Reviewed By: William P. Crabtreec, U U TTTTTTTTTT Cement S S S U U T S S U U T S Brand Name U U T #4 S S S U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 CONCRETE INSPECTION REPORT Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. 259 Stockbridge Rd P.O.Box 276 Scituate, MA 02040-0276 CLASS CONCRETE Of MASSACHUSETTS, INC. 781-438-7755 DATE 10/27/99 2 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Conc. Co. CUBIC YARDS DRY -WEIGHTS MATERIALS Cement Brand Name Fine Aggr. Source Coarse Aggr. Source Admixture Brand Name Admixture Brand Name Water Source TEST SAMPLES LOCATION Transportation of 1 set of cylinders cast on 10/26/99 to the lab for testing. Moisture in Sand Moisture in C. Aggr. No. of Determinations Weights Adjusted to Compensate for Moisture Sand Colormetric Test REMARKS: PLANT GRADATIONS F.M. SAND F.M. #8 #100 ##4 #50 3/8" #30 1/2" #16 3/4" #8 1" #4 1 1/2" C.AGGR. INSPECTORS: U T S OF MASSACHUSETTS, INC. Plant- Reviewed Field- M. Williams By: William P. Crabtrea%G U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 SOIL INSPECTION REPORT DATE 10-15-99 4 Rivermoor Engineering & Assoc. Job No. UTS 5840 Attn: Brian K. Jones P.E. Project Bake'n Joy Foods, N. Andover 259 Stockbridge Rd P.O.Box 276 Contractor R.C. Griffin, Inc Scituate, MA 02040-0276 FIELD TEST # % MOISTURE M.D.D. DRY DENSITY % COMPACTION 1 8.7 145.0 134.5 92.7 2 7.5 145.0 129.4 89.3 Test #1 - Test #2 - LOCATION: See sketch ELEVATION: -12" FF In Weather: Clear Purpose: Observe earthwork construction and perform field density tests Equip: 320B excavator, CS553 vibrating roller Summary: The writer arrived at the project site at 7:00 AM and met with Bill Twomey from R.C. Griffin. The purpose of this visit was to perform a soil inspection. The following was observed: soil had been delivered from Pitcherville Sand & Gravel in Raymond, NH. Three inch minus crush- ed gravel was placed in the interior of proposed addition. The 320B excavator spread the soil (F -M sand, F -C gravel, 1"-3" stone) in six inch lifts and then compacted with the CS553 vibrating roller making re- peated and overlapping passes. Two field density tests were performed according to ASTM D1556 using the sand cone method. Test results did not reach specifications of 95% of ASTM D1557 modified. There is high moisture content in the soil at this time and further compaction is needed after soil has had time to dry out. These observations were related to Mr. Twomey prior to departure. INSPECTOR: C. Lund Min day + 1 hour U T S OF MASSACHUSETTS, INC. Reviewed travel By: William P. Crabtree6Ac, 4 � 1 ,l 9^ 5 0 a ,o 4Q7 =. a C, n 3a a0 Cl " 1--m � O was s L O co C- m D O .E CD ' 1 m m � r- 00 W rt4 c 'vLA n -- r G k � 9^ 5 4Q7 U U TTTTTTTTTT S S S U U T S S U U T S 3/4" U U T #4 S S S U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 CONCRETE INSPECTION REPORT Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. 259 Stockbridge Rd P.O.Box 276 Scituate, MA 02040-0276 CLASS CONCRETE DRY`WEIGHTS Cement Fine Aggr. Coarse Aggr. Admixture Admixture Water TEST SAMPLES LOCATION Of MASSACHUSETTS, INC. 781-438-7755 DATE 10/20/99 1 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Conc. Co. CUBIC YARDS MATERIALS Brand Name Source Source Brand Name Brand Name Source Transportation of 1 set of cylinders cast on 10/19/99 to the lab for testing. Moisture in Sand Moisture in C. Aggr. No. of Determinations Weights Adjusted to Compensate for Moisture Sand Colormetric Test PLANT GRADATIONS F.M. SAND F.M. #8 #100 ##4 #50 3/8" #30 1/2" #16 3/4" #8 1" #4 1 1/2" C.AGGR. INSPECTORS: U T S OF MASSACHUSETTS, INC. Plant- Reviewed Field- P. Quigg By: William P. Crabtre4oc- U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 REINFORCING STEEL INSPECTION DATE Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. 259 Stockbridge Rd P.O.Box 276 Scituate, MA 02040-0276 Of MASSACHUSETTS, INC. 781-438-7755 10/19/99 1 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc CONTACTS: Bill Twomey of R.C. Griffin, Inc. SPECIFICATION: ASTM A615 Grade 40 Grade 60 X ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 ACCEPTANCE CRITERIA: CONTRACT DRAWINGS) 51.1 SHOP DRAWINGS) R02 Job#10000277 PROJECT SPECIFICATIONS 03300 OTHER AREA REVIEWED: Footing: 7.1 line, 11 line at A line Grade 75 11 line at A -B.5. VERIFY: Coverage (Top and Bottom) Clearance Cleanliness (heavy rust,scale,mud,dirt,oil,etc. not permitted) Bar Supports Bar Spacing Bar Quantity Placement (position and tying) ur�� ACCEPTABLE YES NO x x' x x x x x INSPECTOR: C. Lund -Min Day + 1 Hour U T S OF MASSACHUSETTS, INC. Travel Reviewed By: William P. CrabtreL U U TTTTTTTTTT U U T S U U T S U U T U U T U U T S U U U T 5 Richardson Lane, Stoneham, MA CONCRETE INSPECTION REPORT II Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. 259 Stockbridge Rd P.O.Box 276 Scituate, MA 02040-0276 CLASS CONCRETE 3000# 3/4" S S S S S S S S S S S S 02180 DATE Of MASSACHUSETTS, INC. 781-438-7755 10/19/99 1 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Conc. Co. Red E Mix. CUBIC YARDS 26 ASTM C-39 TEST --SAMPLES- LOCATION 4 cylinders Footing B line at 11 line slump 3 3/411, air temp. 58, conc. temp. 72, truck #50, ticket ##102758, time: 1:15 Total Pour: line 7.1-11 at line A and line 11 lines A -B.5 TESTS ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 LAB DATE DATE AGE NO. H740 SIZE 6x12 AREA 28.27 CAST 10/19/99 TESTED 10/26/99 DAYS P.S.I. / 7 H741 6x12 28.27 10/19/99 11/16/99 1,840 28 H742 6x12 28.27 10/19/99 11/16/99 ,, f 28 / _ H743 6x12 28.27 10/19/:99 11/16/99 28 REMARKS: INSPECTOR: Field- C. Lund U T S OF MASSACHUSETTS, INC. Reviewed By: Steven T. Crabtre Of Massachusetts Inc. "The Construction Testing People" DAILY REPORT OF CONCRETE POUR PROJECT:�Cj 'e fit fe) S PROJECT NO: DATE: —f 9 AIR TEMP: TOTAL YARDS : LOCATION OF POUR: 7, f,'n e ��� •� Q A 5), h S Ft.ge i — LOAD & SLUMP BATCHING TIME TIME .IIj -CONC TRUCK# INCHES IN nTTT MTMc V ADr%o mvxm INSPECTOR: REMARKS: 3000 TIME: 3 5 Richardson Lane, Stoneham, Massachusetts 02180 (617) 438-7755 Fax (617) 438-6216 60 liCKETw NO OF CYLS /0a7S'8' 11,3o 300 a� )ea'94 7 INSPECTOR: REMARKS: 3000 TIME: 3 5 Richardson Lane, Stoneham, Massachusetts 02180 (617) 438-7755 Fax (617) 438-6216 U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 SOIL INSPECTION REPORT DATE 10/05/99 1 Rivermogr Engineering & Assoc. Job. No. UTS 5840 Attn: Brian K. Jones P.E. Project Bake'n Joy Foods, N. Andover 259 Stodkbridge Rd P.O.Box 276 Contractor R.C. Griffin, Inc Scituate, MA 02040-0276 Transportetion of one soil sample to the lab for testing. Source: Pitcherville Wilton, NH ,INSPECT R: D. Campolini U T S OF MASSACHUSETTS, INC. Reviewed By: William P. Crabtrke— U U TTTTTTTTTT U U T U U T U U T U U T U U T U U U T 5 Richardson Lane, Stoneham, SOIL INSPECTION REPORT S S S S S S S S S S S S S S S MA 02180 Rivermobr Engineering & Assoc. Attn: Brian K. Jones P.E. 259 Stockbridge Rd P.O.Box 276 Scituate, MA 02040-0276 DATE Of MASSACHUSETTS, INC. 781-438-7755 10-13-99 3 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Test #11 - Test #2 - Test #3 - LOCATION: See sketch If If ELEVATION: -18" Finish floor n Weather: Clear, 65 degrees Purpose: Observe earthwork construction and perform field density tests Equip: Cat 320B excavator, CS553 10 ton vibrating roller Summary: The writer arrived at the project site at 7:00 AM and met with Bill Twomey from R.C. Griffin. The purpose of this visit was to perform a soil inspection. The area to be tested is the proposed addition to existing Bake N Joy warehouse. A 6" lift of onsite soil, F -M sand F -C gravel silt and some stone, was placed using the excavator, then com- pacted with the CS553 vibrating roller making repeated and overlapping passes. The elevation of area has been raised approximatey 6" from previous day. Three field density tests were performed according to ASTM D1556 using the sand cone method. Test results exceeded project specifications of 95% of ASTM D1557 modified. These observations were related to Mr. Twomey prior to departure. INSPECTOR: C. Lund Min day + 1 hour U T S OF MASSACHUSETTS, INC. Reviewed travel By: William P. CrabtreIL04- FIELD TEST ## % MOISTURE M.D.D. DRY DENSITY % COMPACTION 1 4.2 134.8 128.7 95.5 2.;..:.::.- __: _..._._ ._.. 5.3 134. 8 131.9 97.9 3 5.3 134.8 129.5 97.8 Test #11 - Test #2 - Test #3 - LOCATION: See sketch If If ELEVATION: -18" Finish floor n Weather: Clear, 65 degrees Purpose: Observe earthwork construction and perform field density tests Equip: Cat 320B excavator, CS553 10 ton vibrating roller Summary: The writer arrived at the project site at 7:00 AM and met with Bill Twomey from R.C. Griffin. The purpose of this visit was to perform a soil inspection. The area to be tested is the proposed addition to existing Bake N Joy warehouse. A 6" lift of onsite soil, F -M sand F -C gravel silt and some stone, was placed using the excavator, then com- pacted with the CS553 vibrating roller making repeated and overlapping passes. The elevation of area has been raised approximatey 6" from previous day. Three field density tests were performed according to ASTM D1556 using the sand cone method. Test results exceeded project specifications of 95% of ASTM D1557 modified. These observations were related to Mr. Twomey prior to departure. INSPECTOR: C. Lund Min day + 1 hour U T S OF MASSACHUSETTS, INC. Reviewed travel By: William P. CrabtreIL04- U U TTTTTTTTTT U U T U U T U U T UU T U U T U U U T 5 Richa dson Lane, Stoneham, S S S S S S S S S S S S S S S MA 02180 Of MASSACHUSETTS, INC. 781-438-7755 SOIL INSPECTION REPORT DATE 10-12-99 2 Rivermoor Engineering & Assoc. Job No. UTS 5840 Attn: Brian K. Jones P.E. Project Bake'n Joy Foods, N. Andover 259 Stockbridge Rd P.O.Box 276 Contractor R.C. Griffin, Inc Scituate, MA 02040-0276 Test #1 - Test #2 - Test #3 - LOCATION: See sketch n it ELEVATION: -2' Finish floor m M Weather: Clear, 60 degrees Purpose: Observe earthwork construction and perform field density tests Equip: Cat 320B excavator, CS553 10 ton vibratory roller Summary: The writer arrived at the project site at 7:30 AM and met with Bill Twomey from R.C. Griffin. The purpose of this visit was to perform a soil inspection. The area to be tested was the proposed addition to existing Bake N Joy warehouse. The area had been compacted with a 10 ton CS553 vibrating roller making repeated and overlapping passes. The elevatin was approximately 2' below finished floor. The onsite soil consist of F -M sand, F -C gravel, silt and some stone. Three field density tests were performed according to ASTM D1556 using the sand cone method. Test results exceeded 95% of the MDD obtained from the modified proctor ASTM D1557 in accordance with specifications. Some groundwater is seeping into trench at the northwest corner. A sump pump was placed at northwest corner, also a 12" lift of 3/4" gravel was placed at the base of entire trench. These observations were related to Mr. Twomey. INSPECTOR: C. Lund Min day + 1 hour U T S OF MASSACHUSETTS, INC. Reviewed travel By: William P. Crabtre�C' FIELD TEST # % MOISTURE M.D.D. DRY DENSITY % COMPACTION 1 7.5 134.8 130.6 96.9 _;.2 _....:..:_...... 5.3 134.8 132.6 98.3 3 7.5 134.8 128.1 95.0 Test #1 - Test #2 - Test #3 - LOCATION: See sketch n it ELEVATION: -2' Finish floor m M Weather: Clear, 60 degrees Purpose: Observe earthwork construction and perform field density tests Equip: Cat 320B excavator, CS553 10 ton vibratory roller Summary: The writer arrived at the project site at 7:30 AM and met with Bill Twomey from R.C. Griffin. The purpose of this visit was to perform a soil inspection. The area to be tested was the proposed addition to existing Bake N Joy warehouse. The area had been compacted with a 10 ton CS553 vibrating roller making repeated and overlapping passes. The elevatin was approximately 2' below finished floor. The onsite soil consist of F -M sand, F -C gravel, silt and some stone. Three field density tests were performed according to ASTM D1556 using the sand cone method. Test results exceeded 95% of the MDD obtained from the modified proctor ASTM D1557 in accordance with specifications. Some groundwater is seeping into trench at the northwest corner. A sump pump was placed at northwest corner, also a 12" lift of 3/4" gravel was placed at the base of entire trench. These observations were related to Mr. Twomey. INSPECTOR: C. Lund Min day + 1 hour U T S OF MASSACHUSETTS, INC. Reviewed travel By: William P. Crabtre�C' � I I jI • cn cn o :C T A a a �a 0 a� N O r• p W r z A z m U o � c a s U U TTTTTTTTTT U U T S U U T S U U T U U T U U T S U U U T 5 Richardson Lane, Stoneham, MA CONCRETE INSPECTION REPORT II Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. 259 Stockbridge Rd P.O.Box 276 Scituate, MA 02040-0276 CLASS CONCRETE 3000# 3/4" S S S S S S S S S S S S 02180 DATE Of MASSACHUSETTS, INC. 781-438-7755 10/26/99 2 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Conc. Co. Red E Mix CUBIC YARDS 11 ASTM C-39 TEST'SAMPLES- LOCATION 4 cylinders Footing: 11 line C to D, corner: Slump: 3 1/2" air temp. 62, conc.temp. 62, truck #80, ticket #104482, time 1:30 Total placement: footing 11 line C -D.5. TESTS ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 LAB NO. SIZE AREA DATE CAST DATE TESTED AGE DAYS P.S.I. J721 J722 6x12 6x12 28.27 28.27 10/26/99 11/02/99 7 1,910 J723 6x12 28.27 10/26/99 10/26/99 11/23/99 11/23/99 28 28 J724 01x12 28.27 10./26/99 11/23/99 28 REMARKS:; U T S OF MASSACHUSETTS, INC. INSPECTOR: Reviewed Field- R. Chaisson -Min Day + 1 Hr.Tr. By: Steven T. Crabtree THOMAS E. NEVE ASSOCIATES, INC. Engineers • Land Surveyors • Land Use Planners 447 Boston Street US #1 TOPSFIELD, MASSACHUSETTS 01983 (508) 887-8586 FAX )508) 887-3480 2,7 410 &dowlK M4 otwig' WE ARE SENDING YOU ❑ Shop drawing ❑ Copy of letter El Attached El Under separate cover via s ❑ Prints ❑ Plans ❑ Change order O ILIEUVIEE2 O[� o A 05XUVUZ%[L ❑ Samples the following items: ❑ Specifications COPIES DATE NO. DESCRIPTION z$ NOV V 1;;6- e FVMaid o✓� Ca..✓-� , l&m.J v L6✓u l w , ►' 1,44 AAelo� 4C m4l THESE ARE TRANSMITTED as checked below: ❑ For approval KFor your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit ❑ Submit _ ❑ Return — copies for approval _ copies for distribution corrected prints 19 ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO RECYCLED PAPER: gP Contents: 40% Pre -Consumer • 10% Post -Consumer SIGNED: l �G If enclosures are not as noted, kindly notify us at once. �a RIVERMOOR ENGINEERING & ASSOCIATES, INC. PROFESSIONAL ENGINEERS DATE: December 14, 1999 TO: Michael McGuire FROM: Brian K. Jones, P.E. Town of N. Andover — Building Dept. RE: Bake `N Joy Foods 27 Charles Street PROJECT 9922 N. Andover, MA 01845 35'1 �,/1 f i fl e w WE ARE SENDING YOU (attached): Submittals Plans VIA: Mail Specifications X Other: # of Copies Date Drawing No. I Description 1 12-14-99 Meeting Min. 12 -13 & Test Reports THESE ARE TRANSMITTED: X For your use As Requested REMARKS: Brian K. Jones, P.E. Approved as Submitted _ Disapproved Resubmit Approved as Noted For Review and Comment 259 STOCKBRIDGE ROAD - P.O. BOX 276 - SCITUATE, MA 02040-0276 TEL. (781) 545-2848 - FAX (781) 5447729 RIVERMOOR ENGINEERING & ASSOCIATES, INC. PROFESSIONAL ENGINEERS RIVERMOORN Job Meetiniz Minutes No. 13 December 10, 1999 Project: Dry Storage Addition Bake 'n Joy Foods — North Andover, MA Project #: 9922 Reported by: Brian K Jones, P.E. Meeting Date: 12-7-99 Attendance: Michael Berry Brian K Jones, P.E. Bill Twomey John Grant Brian Mitchell DISCUSSION Bake `n Joy Foods (MB) Rivermoor Engineering and Associates (BM R- C. Grim, Inc. (BT) R- C. Griffin, Inc. (JG) Structural Systems (BM) Old Business 10.08 SS and L will coordinate house keeping pad size with BT. Length of pipe rail protection may require adjustment. 3 feet of clearance is required in front of the 480V panel. 11.05 BNJ to review site change orders. Work is proceeding. 11.07 RCG shall verify panel delivery date. 12/7 Panels are scheduled for shipment the week of January 3rd Rivermoor and RCG will discuss options with ISSI. New Business 13.01 Adjusted edge of new pavement in front of the new dolly pad. RCG shall review final cost for the site revisions. 13.02 Coordinated location of stair landing pad and guard posts. 259 STOCKBRI06E ROAD • P.O. BOX 276 • SCITUATE, MA 0.2040-0276 TEL. (781) 545-2848 • FAX (781) 544-7729 Bake `n Joy Foods Job Meeting Minutes 13 December 10, I999 Page 2 13.03 Discussed the need temporary heat during masonry wall construction. RCG will be meeting with heating contractor a will review options at the next job meeting. 13.04 BNJ provided final rack layout drawing. REA will coordinate dimensional control with Crown. 13.05 Pallet Racks have not been ordered. BNJ advise on anticipated delivery date. Progress • Fine grading for paving • Placed dolly pad. • Installed site bollards. • Continuing progress on the steel frame. • Began staging job for masonry work. Short Schedule • Paving, base course 12/8 • Steel complete 12/10 • Start masonry 12/13 • Panel delivery 1/3 The next job meeting is scheduled for Tuesday, December 14, 1999, at 9 AM. Please note that Rivermoor's new address is: 2 Bound Brook Court, Scituate, MA 02066. e ectfully submitted, Brian K JF s, P.E. President CC. J. Bourgeois, Shekar Associates V* RI V E R M 0 0 R I RIVERMOOR ENGINEERING & ASSOCIATES, INC. PROFESSIONAL ENGINEERS Job Meeting Minutes No. 12 December 3, 1999 Project: Dry Storage Addition Bake 'n Joy Foods — North Andover, MA Reported by: Brian K. Jones, P.E. Attendance: Project 4: 9922 Meeting Date: 11-30-99 Michael Berry Bake `n Joy Foods (MB) Paul DePew Bake `n Joy Foods (PD) Brian K. Jones, P.E. Rivermoor Engineering and Associates (BKJ) Bill Twomey R C. Griffin, Inc. (BT) John Grant R- C. Griffin, inc. (JG) Brian Mitchell Structural Systems (BM) DISCUSSION Old Business 5.14 Air rotation shall move east %Z bay to allow for additional clearance to the west. 10/19 Rivermoor will issue revised drawing once rack layout is finalized. 11/30 Sketch provided for coordination of unit placement. 8.10 BNJ is continuing to evaluate the layout for the battery chargers. New fan and ductwork location must be coordinated with layout. Layout should be available at the next job meeting. 11/30 PD located fan opening. 10.08 SS and L will coordinate house keeping pad size with BT. Length of pipe rail protection may require adjustment. 4 feet of clearance is required in front of the 480V panel. 11.05 BNJ to review site change orders. Work is proceeding. 11.07 RCG shall verify panel delivery date. 259 STOCKBRIDCE ROAD - P.O. BOX 276 - SCITUATE, MA 01040-0276 TEL. (781) 545-2848 • FAX (781) 544-7729 Bake `n Joy Foods Job Meeting Minutes 12 December 3,1999 Page 2 New Business 12.01 RCG submitted payment application No. 3. 12.02 REA returned roof frame submittaL 12.03 Full building permit has been issued, copy provided to REA and BNJF. 12.04 Discussed the location of the personnel door adjacent to the dock. Door shall remain as located, %z bay of racks shall be deleted to allow for a personnel work area. 12.05 Steel erection -crane will be on site 2-3 days. Balance of work will be completed using a boom lift operating off of the grade. 12.06 REA issued a sketch detailing the air rotation unit equipment pad. 12.07 Proceed with the additional steel above the dock doors. 12.08 A roof frame will be provided for the air rotation unit stack. Progress • Continued grading around the foundation. • Rough grading in front of the loading dock. • Installed storm drainage system including catch basins along the north wall. • Installed under drain along the swale. • Back filled foundation wall along the north wall. • Removed dock seals from the face of the existing freezer. Short Schedule • Paving, base course • Steel delivery 12/1 • Steel erection — start 12/2 • Detail Steel, week of 12/6 • Start masonry 12/8 • Panel delivery 12/20 The next job meeting is scheduled for Tuesday, December 7, 1999, at 9 AM. note that Rivermoor's new address is: 2 Bound Brook Court, Scituate, MA 02066. submitted, .E. CC. J. Bourgeois, Shekar Associates U U TTTTTTTTTT S S S U U T S S U U T S U U T U U T U U T S U U U T 5 Richardson Lane, Stoneham, MA CONCRETE INSPECTION REPORT II Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. 259 Stockbridge Rd P.O.Box 276 Scituate, MA 02040-0276 S S S Of MASSACHUSETTS, INC. S S S S S 02180 781-438-7755 DATE 11/04/99 4 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Conc. Co. Red E Mix CLASS CONCRETE 3000# 3/4" CUBIC YARDS 21 ASTM C-39 _ TEST SAMPLES LOCATION 4 cylinders Wall: line 11 B to D/D .11 to 10.3: Slump: 411, air temp. 56, conc.temp. 68, truck 41765, ticket #107301, time 1:00 Total placement: wall, line 11 B -D, D line 11-10.8. TESTS ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P.S.I. L861 6x12 28.27 11/04/99 11/11/99 7 1,770 L862 6x12 28.27 11/04/99 12/02/99 28 3,430 L863 6x12 28.27 11/04/99 12/02/99 28 3,710 L864 6x12 28.27 11/04/99 12/02/99 28 3,360 REMARKS: U T S OF MASSACHUSETTS, INC. INSPECTOR: Reviewed Field- M. Konjkavfard By: Steven T. Crabtre U U TTTTTTTTTT S S S U U T S S U U T S U U T U U T U U T S U U U T 5 Richardson Lane, Stoneham, MA CONCRETE INSPECTION REPORT Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. 259 Stockbridge Rd P.O.Box 276 Scituate, MA 02040-0276 S S S Of MASSACHUSETTS, INC. S S S S S 02180 781-438-7755 DATE 11/19/99 5 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Conc. Co. CLASS CONCRETE CUBIC YARDS DRY WEIGHTS MATERIALS _ Cement Brand Name Fine Aggr. Source Coarse Aggr. Source Admixture Brand Name Admixture Brand Name Water Source TEST SAMPLES LOCATION Transportation of 2 sets of cylinders cast on 11/18/99 to the lab for testing. Moisture in Sand o Moisture in C. Aggr. No. of Determinations Weights Adjusted to Compensate for Moisture Sand Colormetric Test REMARKS: PLANT GRADATIONS F.M. SAND F.M. #8 #100 #4 #50 3/8" #30 1/2" #16 3/4" #8 1" #4 1 1/2" C.AGGR. INSPECTORS: U T S OF MASSACHUSETTS, INC. Plant- Reviewed Field- S. Crabtree By: William P. Crabtrezzk- 41 U U TTTTTTTTTT U U T S U U T S U U T U U T U U T S U U U T 5 Richardson Lane, Stoneham, MA CONCRETE INSPECTION REPORT II Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. Rd P. O. Box 276 Scituate, MA 02040-0276 S S S S S S S S S S S S 02180 DATE Of MASSACHUSETTS, INC. 781-438-7755 11/06/99 5 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Conc. Co. Wakefield CLASS CONCRETE 4000# 3/4" * CUBIC YARDS 20 ASTM C-39 TEST SAMPLES LOCATION 4 cylinders Slab: dolly -slab, rear of bldg.: Slump: 4 1/211, air temp. 62, conc.temp. 62, truck #1131, ticket #107948, time 8:20 Total placement: behind building, dolly slab. All samples collected according to ASTM C-172. TESTS ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P.S.I. L857 6x12 28.27 11/06/99 11/15/99 9 3,890 L858 6x12 28.27 11/06/99 12/06/99 30 4,880 L859 6x12 28.27 11/06/99 12/06/99 30 4,880 L860 6x12 28.27 11/06/99 12/06/99 30 5,100 REMARKS: 1% po arset U T S OF MASSACHUSETTS, NC. INSPECTOR: Reviewed Field- C. Harr -Min Day + 1 Hr.Tr.(Sat.) By: Steven T. Crabtre U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 CONCRETE INSPECTION REPORT II DATE 11/05/99 6 Rivermoor Engineering & Assoc. Job No. UTS 5840 Attn: Brian K. Jones P.E. Project Bake'n Joy Foods, N. Andover 259 Stockbridge Rd P.O.Box 276 Contractor R.C. Griffin, Inc Scituate, MA 02040-0276 Conc. Co. Red E Mix CLASS CONCRETE 3000# 3/4" CUBIC YARDS 3 ASTM C-39 _ TEST SAMPLES LOCATION 4 cylinders Footing: 7.1 line at C line: Slump: 4 3/411, air temp. 62, conc.temp. 70, truck #1724, ticket #09994, time 3:30 Total placement: footig B,C,D at 7.1 line. TESTS ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P.S.I. L865 6x12 28.27 11/05/99 11/12/99 7 1,770 L866 6x12 28.27 11/05/99 12/03/99 28 3,400 L867 6x12 28.27 11/05/99 12/03/99 28 3,540 L868 6x12 28.27 11/05/99 12/03/99 28 3,360 REMARKS: U T S OF MASSACHUSETTS, INC. INSPECTOR: Reviewed Field- C. Lund By: Steven T. Crabtree ' U U TTTTTTTTTT S S S U U T S S U U T S U U T U U T U U T S U U U T 5 Richardson Lane, Stoneham, MA CONCRETE INSPECTION REPORT II Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. 2T-=-=;;6&ekbri-dje• Rd P . 0 . Box 276 Scituate, MA 02040-0276 S S S Of MASSACHUSETTS, INC. S S S S S 02180 781-438-7755 DATE 11/09/99 7 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Conc. Co. Red E Mix CLASS CONCRETE 30004 3/4" CUBIC YARDS 10 ASTM C-39 _ TEST SAMPLES LOCATION 4 cylinders Footing: pier, 21 line at C line: Slump: 3", air temp. 50, conc.temp. 68, truck #1765, ticket #108600, time 2:00 Total placement: piers, B.0 and C.9 line at 7.1 line: Footings, D line at 8.1-9.5. TESTS ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P.S.I. M545 6x12 28.27 11/09/99 11/16/99 7 2,120 M546 6x12 28.27 11/09/99 12/07/99 28 4,240 M547 6x12 28.27 11/09/99 12/07/99 28 4,000 M548 6x12 28.27 11/09/99 12/07/99 28 3,860 REMARKS: U T S OF MASSACHUSETTS, INC. INSPECTOR: Reviewed Field- C. Lund By: Steven T. Crabtree U U TTTTTTTTTT S S S U U T S S U U T S U U T U U T U U T S U U U T 5 Richardson Lane, Stoneham, MA CONCRETE INSPECTION REPORT II Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. 259 Stockbridge Rd P.O.Box 276 Scituate, MA 02040-0276 S S S Of MASSACHUSETTS, INC. S S S S S 02180 781-438-7755 DATE 11/18/99 11 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Conc. Co. Red -E -Mix CLASS CONCRETE 4000# 3/4" CUBIC YARDS 8 ASTM C-39 _ TEST SAMPLES LOCATION 4 cylinders Wall: D line 9-10.3 slump 4 1/211, air temp. 50, conc. temp. 63, truck #60, ticket #111639, time: 2:30 Total Pour: Column line D line 9-10.3 TESTS ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P.S.I. P420 6x12 28.27 11/18/99 11/26/99 8 3,180 P421 6x12 28.27 11/18/99 12/16/99 28 P422 6x12 28.27 11/18/99 12/16/99 28 P423 6x12 28.27 11/18/99 12/16/99 28 REMARKS: U T S OF MASSACHUSETTS, INC. INSPECTOR: Reviewed Field- R. Granada - Min Day + 1 Hr. Tr. By: Steven T. Crabtree, ' U U TTTTTTTTTT S S S U U T S S U U T S U U T U U T U U T S U U U T 5 Richardson Lane, Stoneham, MA CONCRETE INSPECTION REPORT II Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. --'9 Stoek-q-=-idge Rd P.O.Box 276 Scituate, MA 02040-0276 S S S Of MASSACHUSETTS, INC. S S S S S 02180 781-438-7755 DATE 11/18/99 10 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Conc. Co. Wakefield CLASS CONCRETE 3000# 3/4" * CUBIC YARDS 8 ASTM C-39 _ TEST SAMPLES LOCATION 4 cylinders Column: Warehouse addition 4 interior piers slump 5", air temp. 34, conc. temp. 61, truck #111390, ticket #111390, time 8:31 Locations supplied by Bill Toomey TESTS ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P.S.I. P424 6x12 28.27 11/18/99 11/26/99 8 3,400 P425 6x12 28.27 11/18/99 12/16/99 28 P426 6x12 28.27 11/18/99 12/16/99 28 P427 6x12 28.27 11/18/99 12/16/99 28 REMARKS: * Winter Pump Mix 1% Pozzolith 420 U T S OF MASSACHUSETTS, INC. INSPECTOR: Reviewed Field- R. Chaisson By: Steven T. Crabtre/ U U TTTTTTTTTT S S S U U T S S, U U T S U U T U U T U U T S U U U T 5 Richardson Lane, Stoneham, MA CONCRETE INSPECTION REPORT II Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. --12,5-9 Stockbridge -'R -d- P.O. Box 276 Scituate, MA 02040-0276 S S S Of MASSACHUSETTS, INC. S S S S S 02180 781-438-7755 DATE 10/29/99 3 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Conc. Co. Red E Mix CLASS CONCRETE 3000# 3/4" CUBIC YARDS 22 ASTM C-39 _ TEST SAMPLES LOCATION 4 cylinders wall: line A at 7.4: Slump: 411, air temp. 60, conc.temp. 66, truck #1764, ticket #105607, time 12:10 Total placement: line A complete, line 11 from A to B. TESTS ACCORDING TO ASTM:C-172 C-'31 C-143 C-1064 LAB DATE. DATE AGE NO. SIZE AREA CAST TESTED DAYS P.S.I. K548 6x12 28.27 10/29/99 11/05/99 7 2,050 K549 6x12 28.27 10/29/99 11/26/99 28 4,240 K550 6x12 28.27 10/29/99 11/26/99 28 4,170 K551 6x12 28.27 10/29/99 11/26/99 28 4,240 REMARKS: U T S OF MASSACHUSETTS, I C. INSPECTOR: Reviewed Field- P. Leavitt By: Steven T. Crabtree U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 CONCRETE INSPECTION REPORT II DATE Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. -259 Stour -age Rd P.O.Box 276 Scituate, MA 02040-0276 Of MASSACHUSETTS, INC. 781-438-7755 11/12/99 8 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Conc. Co. Red E Mix CLASS CONCRETE 40004 3/4" * CUBIC YARDS 42 ASTM C-39 _ TEST SAMPLES LOCATION 4 cylinders Slab and Wall: loading dock pad, bay 1,2 and 3): Slump: 411, air temp. 45, conc.temp. 72, truck #1763, ticket 4109612, time 9:30 4 cylinders Slab and Wall: D line at 8.1-9 line, wall and piers: Slump: 411, air temp. 48, conc.temp. 76, truck #1763, ticket #109819, time 2:15 Total placement: loading dock pads, 1,2,and 3; wall D line 8.1-9.1 TESTS ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P.S.I. N460 6x12 28.27 11/12/99 11/19/99 7 2,510 N461 6x12 28.27 11/12/99 12/10/99 28 N462 6x12 28.27 11/12/99 12/10/99 28 N463 6x12 28.27 11/12/99 12/10/99 28 N464 6x12 28.27 11/12/99 11/19/99 7 2,370 N465 6x12 28.27 11/12/99 12/10/99 28 N466 6x12 28.27 11/12/99 12/10/99 28 N467 6x12 28.27 11/12/99 12/10/99 28 REMARKS: 1% pozz. Winter service U T S OF MASSACHUSETTS, INC. INSPECTOR: Reviewed Field- C. Lund By: Steven T. Crabtree - Of Massachusetts Inc. `The Construction Testing PeoW DAILY REPORT OF CONCRETE POUR PROJECT:B0k- p /pJ Ja y PROJECT NO: DATE: //-/ p ° . ` g / AIR TEMP: TOTAL YARDS: LOCATION OF POUR: ),go, h S ok pc� J aA)(111 :?,I ad d,.i,o-,q- /oad ;n� PC 1_Qv.: l P � p l �- �o • /� 1 nP � � LOAD & SLUMP BATCHING TIME TIME .IN -CONC - TRUCK# INCHES TN OTTm INSPECTOR: 1 L'r� rl REMARKS: 1/00o TIME: f o L Z Q) 5 Richardson Lane, Stoneham, Massachusetts 02180 (617) 438-7755 Fax (617) 438-6216 -' 1C1LW✓ �o i.:.i-u > J d /o blit 3g 11t,itC.11f 1659 NU UY GYLS 176.3 1063 1763 5 ILI�� /,.30 9,Yo c�-3 6 6 0 y 7� ° f r: ° /0 71 �e INSPECTOR: 1 L'r� rl REMARKS: 1/00o TIME: f o L Z Q) 5 Richardson Lane, Stoneham, Massachusetts 02180 (617) 438-7755 Fax (617) 438-6216 RIVERMOOR ENGINEERING & ASSOCIATES, INC. PROFESSIONAL ENGINEERS DATE: December 13, 1999 TO: John Grant R.C. Griffin, Inc. 49 Central Street Peabody, MA 01960 FROM: Brian K. Jones, P.E. RE: Bake n' Joy PROJECT Dry Storage Addition — 9922 misc.s WE ARE SENDING YOU (attached): VIA: Hand Carry X Submittals Plans Specifications Other: # of Copies Date Drawing No. Description 3 ea. 11-10-99 M-1 Misc. steel THESE ARE TRANSMITTED: X For your use As Requested REMARKS: cc: Brian K. Jones, P.E. Approved as Submitted x Approved as Noted 2 BOUND BROOK COURT - SCITUATE, MA 02066 TEL. (781) 545-2848 - FAX (781) 5447729 Disapproved Resubmit For Review and Comment U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S. U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 REINFORCING STEEL INSPECTION DATE 11/17/99 7 Rivermoor Engineering & Assoc. Job No. UTS 5840 Attn: Brian K. Jones P.E. Project Bake'n Joy Foods, N. Andover -2w_W_w-T7ckb�idge Rd P.O.Box 276 Contractor R.C. Griffin, Inc Scituate, MA 02040-0276 CONTACTS: Bill Twoomey of R.C. Griffin, Inc. SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 ACCEPTANCE CRITERIA: CONTRACT DRAWINGS) 51.1, S1.2, Details C and G SHOP DRAWING (S) PROJECT SPECIFICATIONS 03300 OTHER AREA REVIEWED: Column pier footings (4): B and C at 9-10; Foundation wall (including dock levelers): D line, 9.5 to 11.0 ACCEPTABLE VERIFY: YES NO Coverage (top and bottom) x Clearance x Cleanliness (heavy rust,scale,mud,dirt,oil,etc. not permitted) Bar Supports x Bar Spacing x Bar Quantity x Placement (position and tying) x REMARKS: *Form oil present on reinforcing steel of pier footings and dock levellers; oil was cleaned prior to concrete placement. A spot check inspection of reinforcing steel was performed on the above referenced area(s). INSPECTOR: D. Horn -Min day plus 1 hour U T S OF MASSACHUSETTS, INC. travel Reviewed By: William P. Crabtree U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 SOIL INSPECTION REPORT DATE 11-10-99 10 Rivermoor Engineering & Assoc. Job No. UTS 5840 Attn: Brian K. Jones P.E. Project Bake'n Joy Foods, N. Andover 259 Stockbridge Rd P.O.Box 276 Contractor R.C. Griffin, Inc Scituate, MA 02040-0276 LOCATION: ELEVATION: Test #1 - See sketch -8" Test #2 - ifif Test #3 - It 11 Test #4 - If -2" Weather: Clear, 60 degrees Purpose: Observe earthwork construction and perform field density tests Equip: 320B excavator, Mikasa plate compactor Summary: The writer arrived at the above site at 12:00 PM and met with Bill Twomey from R.C. Griffin. The purpose of this visit was to perform a soil inspection. The writer observed the backfilling of B, C, C.9 lines at 7.1 line with soil from Wilton NH pit (F -M sand, little gravel some stone). Three field density tests were performed in these areas according to ASTM D1556 using the sand cone method. Test results were in excess of specifications of 95% of ASTM D1557 modified. Work is con- tinuing on the grading of the interior foundation. Loose lifts of Wilton, NH pit soil was being spread with the 320B excavator, then com- pacted with the Mikasa plate compactor. One field density test was per- formed in northwest parking lot. Hydrant and waterline had been placed. A sample of northwest parking lot soil was brought to the lab for analy- sis, and test results will be included when available. These observa- tions were related to Mr. Twomey prior to departure. INSPECTOR: C. Lund Min day + 1 hour U T S OF MASSACHUSETTS, INC. Reviewed �, travel By: William P. Crabtre4OC- FIELD TEST # % MOISTURE M.D.D. DRY DENSITY % COMPACTION 1 4.2 135.1 134.0 99.1 2 4.2 135.1 129.9 96.1 _ 3 5.3 135.1 131.4 97.2 4 8.0 121.3 117.2 96.6 LOCATION: ELEVATION: Test #1 - See sketch -8" Test #2 - ifif Test #3 - It 11 Test #4 - If -2" Weather: Clear, 60 degrees Purpose: Observe earthwork construction and perform field density tests Equip: 320B excavator, Mikasa plate compactor Summary: The writer arrived at the above site at 12:00 PM and met with Bill Twomey from R.C. Griffin. The purpose of this visit was to perform a soil inspection. The writer observed the backfilling of B, C, C.9 lines at 7.1 line with soil from Wilton NH pit (F -M sand, little gravel some stone). Three field density tests were performed in these areas according to ASTM D1556 using the sand cone method. Test results were in excess of specifications of 95% of ASTM D1557 modified. Work is con- tinuing on the grading of the interior foundation. Loose lifts of Wilton, NH pit soil was being spread with the 320B excavator, then com- pacted with the Mikasa plate compactor. One field density test was per- formed in northwest parking lot. Hydrant and waterline had been placed. A sample of northwest parking lot soil was brought to the lab for analy- sis, and test results will be included when available. These observa- tions were related to Mr. Twomey prior to departure. INSPECTOR: C. Lund Min day + 1 hour U T S OF MASSACHUSETTS, INC. Reviewed �, travel By: William P. Crabtre4OC- 0 ro0.d w0.y `� '-b � ® , U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 SOIL INSPECTION REPORT DATE 11-15-99 11 Rivermoor Engineering & Assoc. Job No. UTS 5840 Attn: Brian K. Jones P.E. Project Bake'n Joy Foods, N. Andover 259 Stockbridge Rd P.O.Box 276 Contractor R.C. Griffin, Inc Scituate, MA 02040-0276 Test #1 - Test #2 - Test #3 - LOCATION: See sketch if if ELEVATION: -5' -3' -18" Weather: Overcast, 35 degrees _ Purpose: Observe earthwork construction and perform field density tests Equip: Cat 320B excavator, Mikasa plate compactor, J.Deere 4210D Summary: The writer arrived at the project site at 7:00 AM and met with Bill Twomey from R.C. Griffin. The purpose of this visit was to perform a soil inspection. The backfill of interior foundation at (D line at 8.1-9 line) was in progress. The Cat 320B excavator was placing Wilton pit soil in 8"-10" loose lifts then leveled by hand. The Mikasa plate compactor was placed in trench & made repeated and overlapping passes. Three field density tests were performed according to ASTM D1556 using sand cone method. Test results exceeded specifications of 95% of ASTM D1557 modified. Also, pits were excavated at 9 line at B -C line and 10 line at B & C lines for column footings. The base of pits were compac- ted by Mikasa plate compactor. Filter fabric was placed at base then covered with 12" of crushed stone. These observations were related to Mr. Twomey prior to departure. INSPECTOR: C.Lund Max day + 1 hour U T S OF MASSACHUSETTS, INC. Reviewed travel By: William P. CrabtreAoCl FIELD TEST # % MOISTURE M.D.D. DRY DENSITY % COMPACTION 1 7.5 135.1 128.4 95.0 2 7.5 135.1 128.7 95.2 3 6.7 135.1 129.1 95.5 Test #1 - Test #2 - Test #3 - LOCATION: See sketch if if ELEVATION: -5' -3' -18" Weather: Overcast, 35 degrees _ Purpose: Observe earthwork construction and perform field density tests Equip: Cat 320B excavator, Mikasa plate compactor, J.Deere 4210D Summary: The writer arrived at the project site at 7:00 AM and met with Bill Twomey from R.C. Griffin. The purpose of this visit was to perform a soil inspection. The backfill of interior foundation at (D line at 8.1-9 line) was in progress. The Cat 320B excavator was placing Wilton pit soil in 8"-10" loose lifts then leveled by hand. The Mikasa plate compactor was placed in trench & made repeated and overlapping passes. Three field density tests were performed according to ASTM D1556 using sand cone method. Test results exceeded specifications of 95% of ASTM D1557 modified. Also, pits were excavated at 9 line at B -C line and 10 line at B & C lines for column footings. The base of pits were compac- ted by Mikasa plate compactor. Filter fabric was placed at base then covered with 12" of crushed stone. These observations were related to Mr. Twomey prior to departure. INSPECTOR: C.Lund Max day + 1 hour U T S OF MASSACHUSETTS, INC. Reviewed travel By: William P. CrabtreAoCl Materials Technician I �a 0 3 n. N Co m O .O ^ O O a) �" o m Z D C .� Z m o O Materials Technician U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 SOIL FIELD REPORT DATE 11-12-99 4 Rivermoor Engineering & Assoc. Job. No. UTS 5840 Attn: Brian K. Jones P.E. Project Bake'n Joy Foods, N. Andover 259 Stockbridge Rd P.O.Box 276 Contractor R.C. Griffin, Inc Scituate, MA 02040-0276 WEATHER: Partly cloudy, 32 degrees PURPOSE: Observe earthwork construction and perform field density tests EQUIPMENT OPERATING: Cat 320B excavator SUMMARY: The writer arrived at the project site at 7:00 AM and met with Bill Twomey from R.C. Griffin. The purpose of this visit was to perform a soil inspection. The 320B excavator was grading western side of pro- posed addition. Soil was spread to -8" FF placing loose lifts of soil consisting of F -M sand, F -C gravel stone from Wilton NH pit. The soil was not compacted in this area due to high moisture content (11.1% moisture). The embankment on western side of proposed addition appears to be bleeding groundwater across proposed emergency access road into northwest corner of addition. This area appears unstable due to ground- water. No field density tests were performed today. These observations were related to Mr. Twomey prior to departure. INSPECTOR: C. Lund Max day + 1 hour U T S OF MASSACHUSETTS, INC. travel Reviewed By: William P. Crabtre4ac_ q -c c Of MASSACHUSETTS, INC. 781-438-7755 ASPHALT INSPECT'N REPORT DATE. 11-16-99 1 Rivermoor Engineering & Assoc. Job. No. UTS 5840 Attn: Brian K. Jones P.E. Project Bake'n Joy Foods, N. Andover 2 Rd P.O.Box 276 Contractor R.C. Griffin, Inc Scituate, MA 02040-0276 Weat er: Cloudy, 37 degrees Summary: The writer arrived at the above site at 11:30 AM and met with Bill Twomey from R.C. Griffin. The purpose of this visit was to perform an asphalt inspection. The following was observed: 2 1/2" of base course binder was placed and compacted with a 3-5 ton power roller mak- ing 6 passes. Temperatures ranged between 290 and 350 degrees Fahren- heit. A 1 1/2" lift of top course was placed over the base course and rolled with a 3-5 ton power roller making 6 passes. Temperatures ranged between 300 and 350 degrees Fahrenheit. An emulsion coating was placed continuously on the existing surface of,bituminous concrete for sealing new with existing. An 8' wide by 400' long strip was placed using 62 tons of base mix and 39 tons of top mix. Another small area around concrete pad at the loading dock was placed. This was about 2' wide and about 150' in diameter. These observations were related to Mr. Twomey prior to departure. INSPECTOR: P. Leavitt Max day + 1 U T S OF MASSACHUSETTS, INC. hour travel Reviewed By: William P. CrabtreZ% U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 Of MASSACHUSETTS, INC. 781-438-7755 ASPHALT INSPECT'N REPORT DATE. 11-16-99 1 Rivermoor Engineering & Assoc. Job. No. UTS 5840 Attn: Brian K. Jones P.E. Project Bake'n Joy Foods, N. Andover 2 Rd P.O.Box 276 Contractor R.C. Griffin, Inc Scituate, MA 02040-0276 Weat er: Cloudy, 37 degrees Summary: The writer arrived at the above site at 11:30 AM and met with Bill Twomey from R.C. Griffin. The purpose of this visit was to perform an asphalt inspection. The following was observed: 2 1/2" of base course binder was placed and compacted with a 3-5 ton power roller mak- ing 6 passes. Temperatures ranged between 290 and 350 degrees Fahren- heit. A 1 1/2" lift of top course was placed over the base course and rolled with a 3-5 ton power roller making 6 passes. Temperatures ranged between 300 and 350 degrees Fahrenheit. An emulsion coating was placed continuously on the existing surface of,bituminous concrete for sealing new with existing. An 8' wide by 400' long strip was placed using 62 tons of base mix and 39 tons of top mix. Another small area around concrete pad at the loading dock was placed. This was about 2' wide and about 150' in diameter. These observations were related to Mr. Twomey prior to departure. INSPECTOR: P. Leavitt Max day + 1 U T S OF MASSACHUSETTS, INC. hour travel Reviewed By: William P. CrabtreZ% R CJ1 O x A w � }:e{� In n. N 0 w � N A 00 (9 • O e" �7 0 0 00 z z m 0 z I 2 a SP • U U TTTTTTTTTT S S S U U T S S' U U T S U U T U U T U U T S U U U T 5 Richardson Lane, Stoneham, MA CONCRETE INSPECTION REPORT II Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. Rd P.O.Box 276 Scituate, MA 02040-0276 S S S Of MASSACHUSETTS, INC. S S S S S 02180 781-438-7755 DATE 10/26/99 2 Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Conc. Co. Red E Mix CLASS CONCRETE, 3000# 3/4" CUBIC YARDS 11 ASTM C-39 _ TEST SAMPLES LOCATION 4 cylinders Footing: 11 line C to D, corner: Slump: 3 1/211, air temp. 62, conc.temp. 62, truck #80, ticket #104482, time 1:30 Total placement: footing 11 line C -D.5. TESTS ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 LAB DATE, DATE AGE NO. SIZE AREA CAST TESTED DAYS P.S.I. J721 6x12 28.27 10/26/99 11/02/99 7 1,910 J722 6x12 28.27 10/26/99 11/23/99 28 3,500 J723 6x12 28.27 10/26/99 11/23/99 28 3,430 J724 6x12 28.27 10/26/99 11/23/99 28 3,640 U T S OF MASSACHUSETTS, I C. INSPECTOR: Reviewed Field- R. Chaisson -Min Day + 1 Hr.Tr. By: Steven T. Crabtree . U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 CONCRETE INSPECTION REPORT II Rivermoor Engineering & Assoc. Attn: Brian K. Jones P.E. 259 Stockbridge Rd P.O.Box 276 Scituate, MA 02040-0276 Of MASSACHUSETTS, INC. 781-438-7755 DATE 11/16/99 0J Job No. UTS 5840 Project Bake'n Joy Foods, N. Andover Contractor R.C. Griffin, Inc Conc. Co. Red -E -Mix CLASS CONCRETE 3000# 3/4" * CUBIC YARDS 5 ASTM C-39 _ TEST SAMPLES LOCATION 4 cylinders Footing: D line at 9 slump 411, air temp. 37, conc. temp. 59, truck #1747,, ticket #110835, time 2:30 Total Pour: D line 9 to 14 TESTS ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P.S.I. P318 6x12 28.27 11/16/99 11/23/99 7 1,950 P319 6x12 28.27 11/16/99 12/14/99 28 P320 6x12 28.27 11/16/99 12/14/99 28 P321 6x12 28.27 11/16/99 12/14/99 28 REMARKS: * 1% Po arset U T S OF MASSACHUSETTS, INC. INSPECTOR: Reviewed Field- P. Leavitt By: Steven T. Crabtree Of Massachusetts Inc. "The Construction Testing people DAILY REPORT OF CONCRETE POUR PROJECT: [?A PROJECT NO: DATE: �t10 / (q AIR TEMP: a TOTAL YARDS: 5 C y LOCATION OF POUR: l L i Al E ` �� (�f)' ,/41 LOAD & SLUMP BATCHING TIME TIMEIt1 -CONC. TRUCK# INCHES IN OUT ;TINS YARDS TEMP % AIR TICKET# NO OF CYLS 0/ i INSPECTOR: ��y L �l 7 -7 --REMARKS : Q � Z 6 ZZ TIME: 1I01, X100 5 Richardson Lane, Stoneham, Massachusetts 02180 (617) 438-7755 Fax (617) 438-6216 TOWN OF NORTH ANDOVER Office of the Building Department Community Development and. Services 27 Charles Street North Andover, Massachusetts 01845 D. Robert Nicetta, Building Commissioner November 11, 2002 Mr. Michael Berry Operations Manager Bake -N -Joy Foods 351 Willow Street North Andover, MA 01845 CEASE AND DESIST ORDER OPERATION OF REFRIGERATION TRUCKS AFTER HOURS Dear Mr. Berry: Telephone(978)689-9545 FAX (978) 6H-9-542 Please be advised that this department has received a complaint in regards to the operation of refrigeration trucks running while parked during the hours of 10:00 — 5:00 PM. Please be aware that this activity is in violation of the special permit approved by the planning board for the rear addition in June of 1999 and must cease immediately. A copy of the special permit and the specific condition is enclosed. The specific issue is the noise being generated by the trucks and the refrigeration units running during the hours above noted. Please be aware that there is no remedy for this issue and this activity must cease. Please be further advised that under section 10.13 of the Town Zoning Ordinance states "Whoever continues to violate the provisions of this Bylaw after written notice from the Building Inspector demanding an abatement of a zoning violation ... shall be subject to a fine of three hundred dollars ($300) ... Each day that such violation continues shall be considered a separate offense." I may be reached between the hours of 8:30 — 10:00 AM and 1:00 — 2:00 PM at 978-688-9545. Respectfully, Michael McGuire Local Building Inspector CC Town planner Building Commissioner enc Town of North Andover. OFFICE OF COMMUNITY DEVELOPMENT.IND SERVICES 27 Charles Street 'NII..LIAiVi J. SCOTT North Andover, Massachusetts 01345 Director (9718) 688-9531 NOTICE OF DECISION Any appeal shall be filed within (20) days after the date of filing this Notice j' in the Office of the Town Clerk. to cetiily the twenty f2:) ^.a; sed from d-10 d dstasier, f12d .:_;cit filing d798l. y<-•® s� o n t >�/. � 59x1 Jc,�A r Town Clerk Fax (978)638-9: = .A-:: S z�Z�'7i t. C_ co �=--- Date June 28, 1999 -c -2= -,.— � =Y 1999" Date of Hearing June 1, 1999 & June Zk=, Petition of Robert Ogan C _ E _ O Bake -n- Joy Foods cr. Premises affected 351 widow Street Q Referring to the above petition for a special permit from the requirements of the North Andover Zoning Bylaw Section 8.3 / as / 1 • •> n•.���•cM rruuurr i r�rr z=�-rsra-rw+ After a public hearing given on the above date, the Planning Board voted to APPROVE the SPECIAL PERMIT -SITE PLAN REVIEW based upon the following conditions: CC: Director of Public Works Building Inspector Conservation Department Health Sanitarian Assessors Police Chief Fire Chief Applicant Engineer Towns Outside Consu:tant File Interested P :1rIie3 Signed Richard S.Rowen, Chairman Alison Lescarbeau, Vice Chairman John Simons. Clerk Richard Nardella Joseph V. Mahoney Plannin` Board 351 Willow Street Site Plan Review - Special Permit The Planning Board herein approves the Special Permit/Site Plan Review for the construction of additional offices and storage facility in the Industrial - 1 Zoning District. This Special Permit was requested by Robert Ogan, C.E.O. Bake & Joy Foods, 351 Willow Street, North Andover, MA 01845. This application was filed with the Planning Board on April 30, 1999. The Planning Board makes the following findings as required by the North Andover . Zoning Bylaws Section 8.3 and 10.3: FINDINGS OF FACT: 1. The specific site is an appropriate location for the project as it is located in an industrial park and is zoned .for industrial use. 2. The use as developed will not adversely affect the neighborhood as sufficient buffer exists. 3. There will be no nuisance or serious hazard to vehicles or pedestrians; 4. The site drainage system is designed in accordance with the Town Bylaw requirements. 5. The applicant has met the requirements of the Town for Site Plan Review as stated in Section 8.3 of the Zoning Bylaw; 6. Adequate and appropriate facilities will be provided for the proper operation of the proposed use. Finally the Planning Board finds that this project generally complies with the Town of North Andover Zoning Bylaw requirements as listed in Section 8.35 but requires conditions in order to be fully in compliance. The Planning Board hereby grants an approval to the applicant provided the following conditions are met: WAIVERS GRANTED: 1. The Planning Board hereby agrees to waive the provisions of Section 8.3.5.e(i) [locus map] and Section 8.3.5(v) topography extending 50' beyond the site boundaries due to the fact that the location has been identified and the storm run-off is being routed to the developments' storm drainage system on Willow Street. 2. The Planning Board hereby agrees to waive the provisions of Section 8.3.5 e (xv) and Section 8.4 [landscaping and screening requirements] due to the fact that the site was previously approved by the Planning Board with a landscaping plan and that the site's landscaping is presently adequate. 3. The Planning Board waives the construction of the 16 shaded parking spaces shown to the left of the proposed 8,000 SF office addition as shown on the plan. These may be constructed in the future if determined necessary by the Building Inspector and the Town Planner. The Planning Board grants this waiver based upon the fact that these additions will not generate more than 5-6 employees and that there is ample parking presently on site to service the personnel. SPECIAL CONDITIONS: 1. The applicant agrees to eliminate the operation of the refrigerator trucks t between 10:00 p.m. and 5:00 a.m. 2. Prior to the endorsement of the plans by the Planning Board, the applicant must comply with the following conditions: a) The drainage consultant, has approved the final plan. C) A bond in the amount of $12,000 shall be posted for the purpose of insuring that a final as -built plan showing the location of all on-site utilities, structures, curb cuts, parking spaces and drainage facilities is submitted. The bond is also in place to insure that the site is constructed in accordance with the approved plan. This bond shall be in the form of a check made out to the Town of North Andover. This check will then be deposited into an interest bearing escrow account. 3. Prior to the start of construction: a) A construction schedule shall be submitted to the Planning Staff for the purpose of tracking the construction and informing the public of anticipated activities on the site. b) All erosion control must be installed as shown the approved and endorsed plans. C) The applicant shall determine the pree:cisting conditions of the noise levels emanating from the site are to determine the baseline noise conditions of the site area. The noise survey will provide evidence of the origin of surrounding noise and therefore a baseline condition from which the applicant determine their increases. The noise levels shall not increase the broadband level by more then 10 dB (a) above the ambient levels or produce a "pure tone" condition as set forth in DAQC Policy 90-001, the guideline for 310 CMR 7.10. The applicant may use relevant professional sound emitting data from the prior building use to build a baseline based on prior use of the building and grounds. References to sources for data must be included in the material. 4. Prior to FORM U verification (Building Permit Issuance): a) The final site plan mylars must be endorsed and three (3) copies of the signed plans must be delivered to the Planning Department. b) A certified copy of the recorded decision must be submitted to the Planning Department. 5. Prior to verification.of the Certificate of Occupancy: a) The applicant must submit a letter from the architect or engineer of the project stating that the building, signs, landscaping, lighting and site layout substantially comply with the plans referenced at the end of this decision as endorsed by the Planning Board. b) All lighting shall have underground wiring and shall be so arranged that all direct rays from such lighting falls entirely within the site and shall be shielded or recessed so as not to shine upon abutting properties or streets. The Planning Office must approve any changes to the approved lighting plan as submitted by the applicant. C) The building must have commercial fire sprinklers installed in accordance with the North Andover Fire Department. 6. Prior to the final release of security: a) A final as -built plan showing final topography, the location of all on- site utilities, structures, curb cuts, parking spaces and drainage facilities must be submitted to and reviewed by the Planning Staff and the Division of Public Works. 7. Any stockpiling of materials (dirt, wood, construction material, etc.) must be shown on a plan and reviewed and approved by the Planning Staff. Any approved piles must remain covered at all times to minimize any dust problems that may occur with adjacent properties. Any stock piles to remain for longer than one week must be fenced off and covered. In an effort to reduce noise levels, the applicant shall keep in optimum working order, through regular maintenance, any and all equipment that shall emanate sounds from the structures or site. 9. No HVAC equipment or other equipment that will emanate noise -exceeding levels cited herein shall be placed on the exterior of the structure. Such equipment shall be enclosed as shown on the plans. 10. All site lighting shall provide security for the site and structures however it must not create any glare or project any light onto adjacent residential properties. 11. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 12. Gas, Telephone, Cable and Electric utilities shall be installed underground as specified by the respective utility companies. Utilities may be installed above ground where sub -surface conditions do not permit such installation. Evidence of such must be provided by the applicant. 13. No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 14. No underground fuel storage shall be installed except as may be allowed by Town Regulations. The provisions of this conditional approval shall apply to and be binding upon the applicant, its employees and all successors and assigns in interest or control. 16. Any action by a Town Board, Commission, or Department that requires changes in the plan or design of the building as presented to the Planning Board, may be subject to modification by the Planning Board. 17. Any revisions shall be submitted to the Town Planner for review. If these revisions are deemed substantial, the applicant must submit revised plans to the Planning Board for approval. 18. This Special Permit approval shall be deemed to have lapsed after two years from the date permit granted unless substantial use or construction has commenced. Substantial use or construction will be determined by a majority vote of the Planning Board. 19. The following information shall be deemed part of the decision: Plan titled: Plan of Land in North Andover, MIA 4 cc. Director of Public Works Building Inspector Health Administrator Assessors Conservation Administrator Planning Board Police Chief Fire Chief Applicant Engineer File 351 Willow Street — site plan review 5 And Andover, MA Prepared for: Muffin Realty Trust Proposed addition & parking Prepared by: Thomas E. Neve Associates 447 Old Boston Road U.S. Route 1 Topsfield, MA 01983 Dated: April 30, 1999 Sheets: 1 through 4 cc. Director of Public Works Building Inspector Health Administrator Assessors Conservation Administrator Planning Board Police Chief Fire Chief Applicant Engineer File 351 Willow Street — site plan review 5 &12/30/2016 19870902 CORRESPONDENCE, 1987-1988- Laserfiche WebLink laLaserf iche' WeKink" Home - Browse - Search Town OfN orthAndover8 > Properties > B > BAYFIELD DRIVE > 0011 BAYFIELD DRIVE > I Metadata ( Thumbnails I Annotations I ( �^, J� 25 /31 Go 1a PDF j 19870902 CORRESPONDENCE, 1987-1988 Last Modified 3/21/2016 1:00:10 PM Creation Date 3/21/2016 12:59:30 PM Fields Template: Property Document Date 9/2/1987 Street—Name BAYFIELD DRIVE Street# 11 Address 11 BAYFIELD DRIVE Parcel 025.0-0073-0000.0 Owner—Name CHANNEL BUILDING CO., INC. Department Planning Document_Type Correspondence Department Subfolder Site Plan Review Special Permit Public Yes vE I i I I ,3(:,�'j��, q� �le �(>nrn/.rr�.aru.���.crl�. a��✓�a/da�.izue�l.�, its �a �P1 Ii IY'r•rr/!Kr• (i1 M If',://!f/�.�KU./Q/rlJ[ airrl��[/nrL1/sl�c/ri✓t Sovember 14. 1986 NORTH ANDOVER - Laynut 438,1., Route 125 Request for Emergency Access M.. Lynne W..t—tth Trombly Route 114 Asaociacen 23 Main Street, P.O. Box 522 Andover, Massachusetts 01810 Deor Ms. Trombly: This isto inform you that on October 15, 1986 the Department's Board of comm ssioners —1 1 to deny the request Initiated by Route 114 • Associates for an emergency access onto Route 125 in North Andover. Sincerelyy.. J A. —ale. Director L g of Way Bureau JPJ/HS/rcr Document management portal powered by Laserfiche . WebLink 8.2.2 © 1998-2013 Laserfiche http://records.northandoverma.gov/webli nk8/0/doe/102692/Pagel .aspx TOWN OF NORTH ANDOVER. MASSACHUSETTS e.rme o• CONSERVATION COMMISSION ... '. JC ... '•�q\ ._ .. _ TELEFHORa 691-1105. _It