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Miscellaneous - Andover By Pass 100
V v' 1.� O ACHUS Date....,5— 7:...l. o ............ TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ................. ... ..... .... has permission to perform .... 6 -- — f ri'-A .................................................................. wiring in the building of ................................... ............../E..r�... . North Andover, Mass. ......... ............... I.,*,. .............. Fee..12s... Lic. No.,�.6 Check # 9363 + 2012 Massachusetts Electrical Code Amendments 527 CMR 12.00 § Rule 8: In accordance -with the provisions of M.G.L. c. 143, §, 3L, the permit application form to provide notice of installation of wiring shall be, uniform throughout the Commonwealth, and applications shall be filed \\\. on the prescribed form. After a permit application has been accepted by an Inspector of Wiresappointed pursuant to M. G.L c. 166, § 32, an electrical permit shall he issued to the person, firm or corporation stated on the permit application. Such entity shall be responsible for the notification of completion of the work as required in M.G.L. c. 143, § 3L. Permits shalLbe limited as to the time of ongoing construction. activity, and may be.deemed bytheJhspector.of-Wires abandoned_and_inxalidSf he_. or she has determined that the authorized world has not commenced or has not progressed during the preceding 12 -month period. Upon written application, an extension of time for completion of work shall be permitted for reasonable cause. A permit shall be terminated upon the written request of either the owner or the installing entity stated on the. permit application. ❑ The Permit Extension Act was created by Section 173 of Chapter 240 of the Acts of2010 and extended by Sections.74 and 75 of Chapter 238 of the Acts of 2012. The purpose of this act is to promote job;growth and long-term economic recovery and the Permit Extension Act furthers this purpose by establishing an automatic four-year extension to certaispermits acrd licenses concerning the use or development ofreal property. With limited exceptions, the Act automatically extends, for four years beyond its otherwise applicable expiration date, aaypemmit or approval that was "in effect or existence' during the qualifying period beginning on August 15, 2008.and extending'through August 15, 2012. /Rule 8—Permit/Date Closed: _ --AL3 �G,% Note: Reapply for new per' ❑ Permit Extension Act —Permit/Date Closed: r Commonwealth of Massachusetts Official Use Only l Department of Fire Services F071' t No. ` y BOARD OF FIRE PREVENTION REGULATIONS ancy and Fee Checked (leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrica41v— perform (PLEASE PRINT WINK OR TYPE ALL INFORMATION) Date:27 CMR 12.00 City or Town of: NORTH ANDOVERBy this application the undersigned gives notice of his or heitithe electrical woork des abed below. Location (Street &Number) �%Y !IG✓ 0, Number)/?U Owner or Tenant 'j' T Telephone No. Owner's Address Is this permit in conjunctio es No th a building permit? Y Purpose of Building n El (Check Appropriate Box) g� t 1.1 ap�'t C C Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Und rd g ❑ No. of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and.Ampacity Location and Nature of Proposed Electrical Work- t tj K �a t L 1( l Completion of the Mnollotable m be waived b the Ins ector o Wires. No. of Recessed Luminaires No. of CeiL-Sus No. of Total p. (Paddle) Fans Transformers KVA No. of Luminaire Outlets No. of Hot Tubs GeneratorsKVA No. of Luminaires Swimming Pool Above ❑ In- o. o mergency tg g d. d. Batt Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zo :es No. of Switches No. of Gas Burners No..of Detecuou and No. of Ranges No. of Air Cond. °tal InitiatingDevices To No. of Alerting Devices No. of Waste Disposers eat Pump Number Tons _ KW o. of Self -Contained Totals: - — ____ -- Detection/Alerting Devices No. of Dishwashers Space/Area Heating KW Local ❑ Municipal CIOection Other nn No. of Dryers Heating Appliances, Security Systems: * No. of Water KW No. of o of No. of Devices or E uivalent Heaters Si s Ballasts. Data Wiring; No. Hydromassage Bathtubs No. of Devices or Equivalent g No. of Motors Total Hp Telecommunications Wiring; -OTHER, No. of Devices or E uivalent Estimated Value of lec Work: Attach additional detail tf desired, or as required by the Inspector of Wires. 'cal Work to Start: �\ (%/ o (When required by municipal policy.) INSURANCE Inspections to be requested in accordance with MEC Rule 10, and upon completion. GE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides roof 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:) I certify, under thepains andpenalties ofperjury, that the information on this application is true and completg, FIRM NAME: (E J -r-, Cr o1 Licensee: �n/ (1 p,�/ LIC. NO.: x/63014 mbe � Signature LIC. NO.: O p� (If applicable rater empt " t :the licens nuzne.) Address: j-- N Bus. Tel. No.: O / -6S'16� *Per M.G.L c 147, s 57-61 security work requires D Alt. Tel. No.: OWNER'S INSURANCE W q Department of Public Safety "S" License: Lic. No. WAIVER: I am aware that the Licensee does not have the liability insurance coverage nomially required by law. By my signature below, I hereby waive thisrequirement. I am the (check one) ❑ owner Owner/Agent ❑owner's agent Signature Telephone No. PERMIT FEE. S r I r The Commonwealth of Massachusetts Department of Industrial Accidents Office of investigations 600 Washington Street Boston, MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual):—�� �f l (` C Address: tt/ap A �r City/State/Zip: l0 -M Vff 6, �0�1'�Phone #: 7 90 Are you an employer? Check the appropriate box: 1 4 am a employer with �L 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub -contractors 2. ❑ I am a sole proprietor or partner- listed on the attached sheet. I ship and have no employees These sub -contractors have working for me in any capacity. workers' comp. insurance. [No workers' comp. insurance 5. ElWe are a corporation and its required.] 3 . ❑ I am a homeowner doing all work officers have exercised their right of exemption per MGL myself. [No workers' comp. C. 152, § 1(4), and we have no insurance required.] t employees. [No workers' comp. insurance required.] Type of project (required): 6. ❑ New construction 7. ❑ Remodeling 8. ❑ Demolition 9. ❑ Building addition 10 -0 Electrical repairs or additions 11.11 Plumbing repairs or additions 12.❑ Roof repairs 13.❑ Other -rr------• t —•---�•W vur. -: —"'" ,w uuL Lue secuon oe!Ov, shcvpng tce r wo:r. ^5' c0mP--satiO4 Ph -Y information. Homeoi; hers v: ho submit tris affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 'Contractors that check this box must attached an additional sheet showing the name of the sub -contractors and their workers' comp. policy information. I am an employer that is providing workers' compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: / Gjr- ` Policy # or Self -ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declarationa e (showing p g ( wing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORKORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby cerci ;der the pains andpenalfies ofperjurythat the information provided above is true and correct. Si ature: Date: Phone #: /J G( � � o Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. PIumbing Inspector b. Other Contact Person: Phone #: N2 2/029 Date ...... TOWN OF NORTH ANDOVER PERMIT FOR WIRING CHU r.6 ...... /—/ /,2 (_ (- u This certifies that ........... K ........................ has permission to perform ......................... .. ...... wiring in the building of .... . ............................. at ...... ........ North Ando; r, s.. Fee MdO :.......... ...... Lic. No.jx............... 3C Lj�) ELECTRICAL INSPECTOR Check # WHITE: Applicant CANARY: Building Dept. PINK: Treasurer N Commonwealth of Massachusetts official Use only, �k Department of Fire Services Permit No. 0 BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked [Rev. 11/99] (leave blank) v I I APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL )NFORMATION) Date: March 8, 2001 City or Town of. North Andover, MA To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) 100 Andover Bypass, Andover, MA Owner or Tenant Telephone No. Owner's Address Is this permit in conjunction with a building permit? Yes ® No ❑ (Check Appropriate Box) Purpose of Building Office Building Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Same location: Provide control interlock wiring for all fan coils, boilers, pumps, CUH'S, Fans, Ice Melt System and Floor Heating System. Install Johnson Controls DDC for all equipment. Completion ofthe following table may be waived by the Inspector of Wires. No. of Recessed Fixtures No. of Ceil: Susp. (Paddle) Fans Transformers kVA No. of Lighting Outlets No. of Hot Tubs Generators KVA No. of Lighting Fixtures Swimming Pool rnd. Above ❑ n-rnd. El cy ighting o Units Battery No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS E0ofZones No. of Switches No. of Gas Burners o. o etection an Initiating Devices No. of Ranges No. of Air Cond. Total Tons No. of Alerting Devices No. of Waste Disposers eat m Totals um er ._..._....__........__ ons ......_.._............ ..------.-------------. o. o e - ontame Detection/Alertin Devices No. of Dishwashers S ace/Area Heating KW Local ❑ Municipal❑ Other P g Connection No. of Dryers Heating Appliances KW aecuriry systems: No. of Devices or Equivalent No. of Water KW, o. of No. Of Data Wiring: Heaters Signs Ballasts No, of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP a ecom fDevic s o Wiring: No. of Devices or Equivalent OTHER: DDC System /Automatic Temperature Control Wiring. Attach additional detail if desireit or as required by the Inspector of lures. 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 Electrical Work: (When required by municipal policy.) Work to Start: March Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the pains andpenalties ofperjury, that the information on this application is true and complete FIRM NAME: Howse Corporation Inc. LIC. NO.: A-15506 Licensee: Russell W. Howse Signature LIC. NO.: E-25927 (If applicable, enter "exempt" in the license number line.) Bus. Tel. No.: 978-276-0106 Address: 197 Main St. Suite 205 North Reading, MA 01864 Alt. Tel. No.: 617-908-4739 OWNER'S INSURANCE WAIVER: I am aware that the Licensee 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: S 100.00 N� L�23 NORTFI ,SSACMuS� l� Date .........���............ TOWN OF NORTH ANDOVER PERMIT FOR WIRING Thiscertifies that ..................^................................................................ has permission to perform ...... r �..h. a `� ........................................ wiring to the building of .......4 C ....:............................................... r�Jv f 1 at ........ .....................N .:. �`.��.�..i:�.y....�.�..��.5..... , .Orth Andover,eER Mass: Fee ... � .. Lic. Nol /moo � //t<vUELECTRICAL INSP Check # F/lY J WHITE: Applicant CANARY: Building Dept. PINK: Treasurer JIM W1YlLY1V1VYYl<f1LlClVCIY1fi.]►lf>llI1VJG11J" DEPART IENTOFPUBLICS MY permit No. BOARD OFFIREPREVLMYONMGULATIOAN527CMR 12-M Occupancy & Fees Checked PPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK ALL WORK TO BE PERFORMID IN ACCORDANCE W[TH THE MASSACHUSSTS ]3 ECTRICAL CODE, 927 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Dat Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location (Street & Number) 100 AtQ Q0V.P-A-- g\l pr-�SS N o R_t , Aw•OoV eR pleCh Owner or Tenant M 2 S , i © . e to m .��� AC P -c7 I� 1 (`n C'_ rt,n 1DEy �l4 Owner's Address Is this permit in conjunction with a building permit: Yes r7)< No (Check Appropriate Box) Purpose of Building 1 C' w e � -A SD AC' g , Utility Authorization No. Existing Service Amps / Volts Overhead M Underground No. of Meters New Service Amps / Volts Overhead M Underground No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work No of Lighting Outlets No. of Hot Tubs No. of Transformers Total KVA No. of Lighting Fixtures -1 13 Swimming Pool Above Below Generators KVA and ound No. of Receptacle Outlets 50 No. of Oil Burners No. of Emergency Lighting Battery Units No. of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones No. of Ranges No. of Air Cond. Total Tons No. of Detection and No. of Disposals No. of Heat Total Total Pumps Tons KW Initiating Devices No. of Sounding Devices No. of Dishwashers Space Area Heating KW 9 No. of Self Contained l Detection/Sounding Devices Local � Municipal Other No. of Dryers Heating Devices KW Connections No. of Water Heaters KW No. of No. of Signs Bailasis No. Hydro Massage Tubs No. of Motors Total HP ETHER ihurarcecavum R»suattDthenjWmmm1isdMassadiwmCalaalLaws Iha%,eaomatLmbkykswmmPbhcyrckxhTCxn#AVopuafmcovw,wcrgsabq3twepwi3t YES NO Iha%cabTiftdvatidprcdofsamlotteOthe YES M NO M rfjouhmediec[WYES, pleas mdic*thetypecfwmaWbyd:d,,gthe box INsuRAN< . 0 IQ OTHER &R p (fie Spaffy) Egm*d Vahte ical Wotk $ WaktoS4tt I O I �� .� 13 I b� Fatal Sigrw uxkrtTie Pena>aes of1PTW- FIRMNAME . l e_� k. 2; c r� N A m i C S IeNo Vel i t Lioatsee 1 O� ►`' .1 t A>Y\ rf\1 a Sign ue 3o 6 t — _ U _n Bu4ness Tel.Na Arirtrecc C o f - C o -P cl S N (� �� 1I� � e t�CX I n C Al TeL Na OWNER'SPQUZANCEWAIVTR;Iamawa drttheItheicscranem�er otizs ecg>NalaitastecpmedbyMa settIaws aflddxtmysigti36 cntiispan-&app5cedmvaivesthsce*iune n. (Please check one) Owner a Agent a S Telephone No, PERMIT FEE $ 7,�2 N2 2;22 ,AORTN 'A ,SS AcmUS This certifies that Date.... TOWN OF NORTH ANDOVER PERMIT FOR WIRING .r... D................................................................ has permission to perform .... ........ .................. Wiring in the building of ..... e� ....... ..................... at .............. ........... . Orth Andover, Mass. iii-IaCAL INSPEC'T'OR Check # WHITE: Applicant CANARY: Building Dept. PINK: Treasurer 1t1CwlYflYll/lvri•�tYt lnv�lr�r �nv.�s:tIL3 DEPARTMEVTOFPUBLICS4FE77 Permit No. BOARD OFMEPREVE \W0NRWM4770NS S27CW 120 UVAPPUCATION Occupancy &Fees Checked FOR PERMIT TO PERFORM ELECT TZICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE, 527 CMR 12:00 j FO( ) (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date 1` t Town of North Andover The undersigned applies for a permit to perform the electrical work described below. To the Inspector of Wires: Location (Street & Number) p CJ �YJ p!L 1Pi �I {J ASS ro Owner or Tenant •w (�� x �l ,.^ 2 �1 t A S�hf_ A4Q C Owner's Address t00 9 4 c )Pb S Is this permit in conjunction with a building permit: Yes 0 No (Check Appropriate Box) Purpose of Building O Y k C '5A• C C Utility Authorization No. Existing Service Amps/ Volts Overhead M Underground Q No. of Meters New Service Amps/ Volts Overhead Underground No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work No of Lighting Outlets No. of Hot Tubs No. of Transformers Total KVA No. of Lighting Fixtures a _ Swimming Pool Above M Below Generators KVA ground _ground lo. of Receptacle Outlets ` No. of Oil Burners No. ofEmergency Lighting Battery Units No. of Switch Outlets 2 No. of Gas Burners FIRE ALARMS No. of Zones No. of Ranges No. of Air Cond. Total Tons No. of Detection and No. of Disposals No. of Heat Total .Total Pumps Tons KW Initiating Devices No. of Sounding Devices No. of Dishwashers Space Area Heating KW No. of Self Contained Detection/Sounding Devices Local r7 Municipala Other No±of Dryers Heating Devices KW Connections No. of Water Heaters KW No. of No. of Signs Bailasis No. Hydro Massage Tubs No. of Motors Total HP OTHER• hnrmceComa R»su btfietagt>ffanaVs C,ata�alLaws I ha,.eaomertLmbkyknr&=PbhLymdudingC"nPkteOpaaficmCoveagecritsskstrtdegnvalaf YES NO Ihawstbnaedvabdpvofofsa='DtheOl6c,-- YES M Ifjwha edlmWYES,pleaseatnccatethetypecfwmagebydakirtgthe INSURANCE ® BOND WorkiDSLvt :;� I�)fi � 6.! .� Signed utxl� %%hes ofpajtayr FIRM NAME a 1 r E tYz • c; ,F OTI�R ftwespM&Y) EViatim Uille Fanxed Valued Ekchid Wctk $ -T�"D* Td r'V\ C Is Li== 77D )+ tJ T F l A -M ✓\ i' A sigrtanue • ..::.. ilk. Bil�rtessTelNa 1 (T Ak.TeLNa alai latasmphidbyMassadmedsGmrALam anddatmy aeonthispantft mvm'Nesthisrmpme ent (Please check one) Owner a Agent 1:1V1 U r/ ///1 • ) Telephone No. PERMIT FEE r el U Date ..� � ... `........... . NORTM TOWN OF NORTH ANDOVER Of. ^1ti0 ;� O0 PERMIT FOR GAS INSTALLATION �SS�cNusEt This certifies that.......... ..........' .... `................. . has permission for gas installation ............................ in the buildings of ........................................... at ...........f :....:........ .............. North Andover, Mass. Fee. `.. .. Lic. No.......:... ...... ". J— . . -. :. . ...... . GAS INSPECTOR ' i WHITE: Applicant CANARY: Building Dept. PINK: Treasurer 4ASSACHUS,ETTS UNIFORM APPLJCATON FOR PC+ RNUT TO DO GAS FITTTIYG �a or print)Date t�vtcl'H ANDOVER, MASSACHUSETTS 11-� iizL j Building Locations Owner's Ni New K Renovation ❑ Replacement ❑ Permit 9 ! A U Amount SPIV �- Plans Submitted ❑ t (Print or Address Business Telephone Name of Licensed Plumber or Gas Fitter Check one: Certificate Installing Company ❑ Corp. ❑ Partner. ❑ FirmiCo. INSURt1NCE COVERAGE Check e• f have a current liability Insurance p icy or it's substantial equivalent_ Yes � 10 ❑ Ifvou have checked ves_ p se i tcate the type coverage by checking the appropriate b . . 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 112 of the Class. General Laws. and that my signature on this permit application waives this requirement. Check one: Sianature of Owner or Owner's ,4(yent Owner ❑ Aaent ❑ I hereby certify that all of the details and information I have submitted lore B/red) in above application are true and accurate to the best of my knowledge and that all plumbing work and ins adons pe, ed under Permit Issue or th plication will be in compliance with all pertinent provisions of the :Massa usetts State a ode and Chapter j6 Ge I Laws. By: Title CitviTown .-PPRO EDI()Frlc::uSE-)NI.Y) Signature of Licensed Plum : Qr G fitter ❑ Plumber ❑ Gas Fitter (cense INumoer i I Iti 1SIC7 lzOu rneyman .r v (Print or Address Business Telephone Name of Licensed Plumber or Gas Fitter Check one: Certificate Installing Company ❑ Corp. ❑ Partner. ❑ FirmiCo. INSURt1NCE COVERAGE Check e• f have a current liability Insurance p icy or it's substantial equivalent_ Yes � 10 ❑ Ifvou have checked ves_ p se i tcate the type coverage by checking the appropriate b . . 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 112 of the Class. General Laws. and that my signature on this permit application waives this requirement. Check one: Sianature of Owner or Owner's ,4(yent Owner ❑ Aaent ❑ I hereby certify that all of the details and information I have submitted lore B/red) in above application are true and accurate to the best of my knowledge and that all plumbing work and ins adons pe, ed under Permit Issue or th plication will be in compliance with all pertinent provisions of the :Massa usetts State a ode and Chapter j6 Ge I Laws. By: Title CitviTown .-PPRO EDI()Frlc::uSE-)NI.Y) Signature of Licensed Plum : Qr G fitter ❑ Plumber ❑ Gas Fitter (cense INumoer i I Iti 1SIC7 lzOu rneyman N2 2766 Date /a......1........... TOWN OF NORTH ANDOVER PERMIT FOR WIRING 'tsAcmu Thiscertifies that ............................................... ......................... has permission to perform ........ ............................................... ....... wiring in the building of ..... ......... ........................ at ........................................... . ..................... North Andover, Mass. Fe6�.� ...... Lic. No . ............. ................................ ...................... ELECTRICAL INSPECTOR Check # WHITE: Applicant CANARY: Building Dept. PINK: Treasurer mom 14 The Commonwealth of Massachusetts FOR OFFICE USE ONLY Permit No. VDeparfinent of Public SafetyOccupancy & Fee Checked BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work will be performed in accordance with the Massachusetts General Code. 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date ;a Is 6r=. City or Town of � O fZ:"(; 1.1 Ay j V0V Ul -_ To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below: Location (Stree'. and Number) IOD FNtJ Z>ry,/ e -(Z— Au Pp, -`15 Map: Lo°: Owner or Tenant.. nn e—S ;4. 4 c5D A_ �� c r � — D Zone: Owner's Address 1tJ0q_V `% YhVj;:G Is this permit in conjunction with a building permit? Yes 9 No ❑ (Check Appropriate Box) Purpose of Building l; F f (10 _ S ? P. P Utility Authorization No.®Os 711 Existing Service Amps / Volts Overhead ❑ Underground ❑ No. of Meters New Service l PO Amps'C) a00, Volts Overhead ❑ Underground J(1 No. of Meters Number of Feeders and Ampacity _kl �-O A iw%es Location and Nature of Proposed Electrical Work No. of Lighting Outlets No. of Hot Tubs No. of Transformers Total KVA No. of Lighting Fixtures G Swimming Pool Above grnd. ❑ In-grnd. ❑ Generators KVA No. of Receptacle Outlets -7 fa No. of Oil Burners No. of Emerg. Lighting Battery Units No. of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones No. of Detection'and Initiating Devices No. of Sounding Devices No. of Self -Contained Detection/Sounding Devices No. of Ranges No. of Air Cond. Total Tons No. of Disposals No. of Total Total Heat Pumps Tons KW No. of Dishwashers Space/Area Heating KW No. of Dryers Y Heating Devices KW No. of Water Heaters KW No. of Signs No. of Ballasts 0� Local ❑ Muncipal Connection ❑ Other No. of Hydro Massage Tubs No. of Motors Total HP Low Voltage Wiring OTHER: HER: INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES ❑ NON I have submitted valid proof of same to this office. YES ❑ NO ❑ If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE IVBOND ❑ OTHER ❑ (Please Specify) C' N Estimated Value of Electrical Work $ Work to Start _ 01c iigned under the penalties of perjury: ?IRM NAME ELECTRICAL DYNAMICS, INC. .icensee GARY R. LETOURNEAU Signature %ddress 72B CONCORD STREET, NORTH RE to Requested: Rough Final LIC. NO. LIC NO. A13881 (Expiration Date) A13881 Bus. Tel. No. 978-664-1050 Alt. Tel. No. _)WNER'S INSURANCE WAIVER: I am aware that the Licensee DOES NOT HAVE the insurance coverage or its substantial !quivalent as required by Massachusetts General Laws, and that my signature on this permit application waives this requirement. )wner ❑ Agent ❑ (Please check one) (Signature of Owner or Agent) Telephone No. PERMIT FEE $ a + N° j 5 ` Date ............ ... / ............... NORT" °f"°'•�"a TOWN OF NORTH ANDOVER A PERMIT FOR WIRING 41 M i, ^ • �SS�cHusE This certifies that.............�— .................................................... has permission to perform.............::.:>.......................:................................... wiring in the building of .. ...................................................... ......................... ;. t'/ �, North Andover, Mass. at .......................................... ...................... i Fee .:. )............ Lie. No. � ?�...................................................... •ELECTRICAL INSPECTOR Check # WHITE: Applicant CANARY: Building Dept. PINK: Treasurer TBE 09A 0NWEALTH0FMA5S4CHI15= Office Use only DLPARTIIB7Vf0FPUBLIC&4FE7Y Permit No. 35y BOARD 0FFIREPREVFMI01VREGUTATI0IKS527(W 12-0ID Occupancy &Fees Checked �� r� PJAPPLICATIONFOR PERMIT TO PERFORIN! ELECTRICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE, 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL. INFORMATION) Dat --� Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location (Street & Number) tyo ,&�3 K)oy a�—) K) 0, LO D , Owner or Tenant I�1.1•Iq Owner's Address Is this permit in conjunction with a building permit: Yes No (Check Appropriate Box) Purpose of Building y� M til eJ (_ Utility Authorization No. Existing Service Amps Volts Overhead © Underground a No. of Meters New Service Amps /� Volts Overhead M Underground No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work No. of Lighting Outten No. of Hot Tubs No. of Transformers Total KVA No. of Lighting Fixtures Swimming Pool Above 0 Below Generators KVA umd ground No. of Receptacle Outlets 2— No. of Oil Burners No. of Emergency Lighting Battery Units iso. of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones No. of Ranges No. of Air Cond. Total Tons No. of Detection and No. of Disposals No. of Heat Total Total Pumps Tons KW Initiating Devices No. of Sounding Devices No. of Dishwashers Space Area Heating KW No. of Self Contained Detection/Sounding Devices Local Municipal o Other No. of Dryers Heating Devices KW Connections No. of Water Heaters KW No. of No. of Signs Bailasis No. Hydro Massage Tubs No. of Motors Total HP OTHER � BtsinmsTdNa "nu' SS j A+3 Q, �4A. AtTdNa 0WN1XSII4SURANCEWAIVER;I.amawmetlsatthetit sedoesnotttave$eicsuanoeoaeag�orgssuls�t�legtuvalaaastt u¢edbyMassadxse�GeralL andthatmysigttaMmcnftp=*appiicmmwanesibisle+gtlilwut (Please check one) Owner Agent Telephone No.. PERMIT FEE C/ 4 Date... ,r NORTF, 0 TOWN OF NORTH ANDOVER PERMIT FOR WIRING ,SSAcm ~ j �� s? �. This certifies that ..... ....... L........ 11..'S' has permission to perform ....... .............. ................. f l').r I/ wiring in the building o ... ........ ....... ........ I/ ................. at .... /*......... . N06 Andover, Mass. or Fee .61 di -0.0 Lic. No..LD../-/X�/ ..... L Z7 V"TRICAL INSPECTOR Check # WHITE: Applicant CANARY: Building Dept. PINK: Treasurer C'ornntonwaa o` /I/4l�aC�iula�! For Office Use Only (Rev. 11/99) ,X� / cx� Permit Number:y( _`1Japa.tm.nt a`�ia �irviva Occupancy & Fee BOARD OF FIRE PREVENTION REGULATIONS APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK (ALL WORK TO BE PERFORMED WITH THE MASSACHUSETTS ELECTRICAL CODE 527 CMR 12:00) t PLEASE PRINT IN INK OR TYPE ALL INFORMATION Date: 5 '7_I —� I City or Town of: 00 ANDOVER To the Inspector of Wires: By this application the undersigned gives notice of his or her intention toperformthe electrical work described below. Location: (Street & Number) no �yQ,\) PAL -S Owner or Tenant: W O L_V=G- Owner's Address: Is this permit in conjunction with a Building Permit? Yes 16 No ❑ (Check Appropriate Box) Purpose of Building: Utility Authorization #: Existing Service: Amps / Volts Overhead ❑ Underground. 11 # of Meters New Service: Amps / Volts Overhead E-1 Underground.0 # of Meters: �j Number of Feeders and Ampacity: r Location and Nature of Proposed Electrical Work:'-rf-'QQPA%) i T- LT ---j 1 coe'a 6y 6y-4F-� No. of Recessed Fixtures No. of Ceil.-Susp. (Paddle) Fans No. of Transformers Total KVA No. Of Lighting Outlets No. of Hot Tubs Generators KVA No. of Lighting Fixtures J Swimming Pool: Above ground ❑ In Ground ❑ # of Emergency Lighting Battery Units l No. of Receptacle OutletsNo. �\ 0 of Oil Burners Fire Alarms # of Zones # of Detection & Initiating Devices # of Sounding Devices: # of Self Contained Detection/Sounding Devices Local ❑ Municipal Connection ❑ Other ❑ No. of Switches 2 —1 No. of Gas Burners No. of Ranges No. of Air Conditioners TOTAL TONS: No. of Waste Disposals Heat Pump Totals: Number: TONS: KW: Security Systems: No. of Devices or Equivalent No. of Dishwashers Space /Area Heating: KW Data Wiring, No. of Devices or Equivalent: No. of Dryers Heating Appliances KW Telecommunications Wiring: No of Devices or Equivalent: No. of Water Heaters KW No. of Signs: # of Ballasts: OTHER; # of Hydro Massage Tubs No. of Motors Total HP 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 egu'u'lent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE lg/ BOND ❑ OTHER ❑ Please specify: Estimated Value of Electrical yWork $ lSo � o0D (When required by municipal policy) Work to Start:t 0 I Inspections to be requested in accordance. with MEC Rule 10, and upon completion. 1 certify, under the pains and penalties of perjury, that the information on this application is true and complete. Firm enter Address: LIC. # sa L. i� LIC. # S 6d:AE. number line) Bus. Tel. # R -1 Tel :1 lt. Tel. #, OWNER'S INSURANCE WAIVER: I am aware that the Licensee 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 ❑ OR Agent ❑ ' Signature of Owner/Agent: Telephone # PERMIT FEE. Town of North Andover 6r NORTH Z `�f�Eo w� a C. Office of the Zoning Board of Appeals ~�O Community Development and Services Division 27 Charles Street *� '�•,r.d�* North Andover, Massachusetts 01845 CHU D. Robert Nicetta Telephone (978) 688-9541 Building Commissioner Fax (978) 688-9542 Any appeal shall be filed Notice of Decision within (20) days after the Year 2002 date of filing of this notice in the office'of the Town Clerk. Property at: 100 Andover By -Pass NAME: Executive Quarters, LLC DATE: 4/22/02 ADDRESS: 100 Andover By -Pass PETITION: 2002-005 North Andover, MA 01845 HEARING: 3/12 & 4/9/02 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday, April 9, 2002 at 7:30 PM upon the application of Executive Quarters, LLC (Mesiti Development Corporation), 100 Andover By -Pass, North Andover, MA requesting a dimensional Variance from Section 7, Paragraph 7.3 within Table 2 for relief of a front setback in order to construct a proposed accessory use garage, deleting four parking spaces presently in existence; within the B-4 zoning district. The following members were present: Robert P. Ford, Walter F. Soule, Ellen P. McIntyre, George M. Earley and Joseph D. LaGrasse. Upon a motion made by George M. Earley and 2nd by Ellen P. McIntyre, the Board voted to GRANT a dimensional Variance for relief of a front setback (Hillside Road) of 14', as per Variance Plan prepared for .Executive Quarters, by Stephen M. Melesciuc, P.L.S. # 39049, dated 1/8/02, Marchionda & Associates, L.P., 62 Montvale Ave., Suite 1, Stoneham, MA 02180 and drawing A-1 by David H. O'Sullivan, Registered Architect #6010, O'Sullivan Architects LLC, 40 Salem Street, Building 2 Suite 2, Lynnfield, MA 01940 revised 1/24/02. Voting in favor: Robert P. Ford, Ellen P. McIntyre, George M. Earley and Joseph D. LaGrasse. Walter F. Soule abstained because of March 12, 2002 absence. The Board finds that the applicant has satisfied the provisions of Section 10, Paragraph 10.4 of the zoning bylaw and that such change, extension or alteration shall not be substantially more detrimental than the existing structure to the neighborhood. Furthermore, if the rights authorized by the Variance are not exercised within one (1) year of the date of the grant, it shall lapse, and may be re-established only after notice, and a new hearing. Furthermore, a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two (2) year period from the date on which the Special Permit was granted unless substantial use or construction has commenced, and may be re-established only after notice, and a new hearing. BOARD OF APPEALS 688-9541 BUIL-,DING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 o t- Town of North Andover —1 oar Appeal -,-� Appeal--,- _ o n _ ; rIJ 1-0 _ Robert P. Ford, Acting Chairman (3 W r6 Decision 2002-005 — co BOARD OF APPEALS 688-9541 BUIL-,DING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 "CRT,, Zoning Bylaw Review Form V M Town Of North Andover Building Department r9s 27 Charles St. North Andover, MA. 01845 Phone 978-688-9545 Fax 978-688-9542 Street: 470i Pti17CiU� Q� Ma /Lot: az 2 7 Applicant: Request: m e s i 1 / Y6 -.E-4 ` (-'RP J,4,e G :0 Date: 1 Frontage Insufficient ---- -----•--- -••-• -••�• �+. Y-1 •«taNru.auun anu rians your Application is / DENIED for the following Zoning Bylaw reasons: Zoning 4nallon or such s based on the review and or advice shall he based on verbal explanations by the applignt�ashalI suchst for or fverbalion submitted. No explanations by the applicant serve to provide definitive answers to the above reasons for this action. Any inaccuracies, misleading, information, or other subsequent changes to the information submitted by the applicant shall be grounds for this review to be voided at the discretion of the Building Department. The attached document titled "Plan Review Narrative" shall be attached hereto and incorporated hereiry by referen .The uifdng de rtment will retain all plans and documentation for the above file. `-''Buildi g Department Official Signature Application Received Application led Denial Sent: If Faxed Phone Number/Date: Notes ItemMPreemdsting Item Notes A LotF Frontage 1 Lot nt 1 Frontage Insufficient 2 Lot ng 2 Frontage Complies 3 Lot 3 Pexisting frontage 4 Insuation 4 Insufficient Informaion B use5 No access over Frontage 1 Allowed G Contiguous Building Area 2 Not Allowed 1 insufficient Area 3 Use Preexisting 2 Complies 4 Special Permit Required 3 Preexisting CBA 5 Insufficient Information 4 Insufficient Information C Setback H Building Height 1 All setbacks comply 1 Height Exceeds Maximum 2 Front Insufficient 2 Complies 3 Left Side Insufficient 3 Preexisting Height 4 Right Side Insufficient 4 Insufficient Information 5 Rear Insufficient I Building Coverage 6 Preexisting setback(s) 1 Coverage exceeds maximum 7 Insufficient Information 2 Coverage Complies D Watershed 3 — Coverage Preexisting Not in Watershed 4 Insufficient Insufficient Information 2 In Watershed j Sign 3 4 Lot prior to 1 o/24/94 Zone to be Determined 1 Sign not allowed S 5 Insufficient Information 2 Sign Complies E Historic District 3 Insufficient Information K Parking 1 In District review required 1 More Parking Required 2 Not in district 2 Parking Complies 3 Insufficient Information 4nallon or such s based on the review and or advice shall he based on verbal explanations by the applignt�ashalI suchst for or fverbalion submitted. No explanations by the applicant serve to provide definitive answers to the above reasons for this action. Any inaccuracies, misleading, information, or other subsequent changes to the information submitted by the applicant shall be grounds for this review to be voided at the discretion of the Building Department. The attached document titled "Plan Review Narrative" shall be attached hereto and incorporated hereiry by referen .The uifdng de rtment will retain all plans and documentation for the above file. `-''Buildi g Department Official Signature Application Received Application led Denial Sent: If Faxed Phone Number/Date: Town of North Andover OFFICE OF CDlitMtTi+tITY DEVELOPMENT AND SERVICES 27 Charles Street North Andover, Massachusetts 01345 FAX TRANSi ISSiON Date: a2 -a Time: S To: ]--eVfi1 �'^ �/o to t C- 1 u 0? No. of Pages From: Vvl t k'kC u I +--e- Subject:' �- c �, CPv v�'F �` S t C 1\ n� ���c� Building Dept Fax Number 978-688-9542 Send to Fax No: `' ©� `- C3 - V REMARKS: C�C co eOlt Fax (973)683-9542 BOA -R -D OF ATPS LS 633-9541 BUI DMO 632-9144J CONSERVAT', i 633-9570 HE, -'-LTH 63°-9540 PL.-�,N' ITi (G 633-9535 u ` O rh qy0 Zoning Bylaw Review Form u < Town Of North Andover Building Department 27 Charles St. North Andover, MA. 01845 'S 9�Oenn° ✓''45 Phone 978-688-9545 Fax 978-688-9542 Street: V ,OT A� Ma /Lot: 17 c Applicant: /17PS/ / 161V• G,eP 2. Request: / X6.0 G rJ Date: Lot area Insufficient rrease ue aaviseatharaner review of your Application and Plans your Applic_ afion is / DENIED for the following Zoning. Bylaw reasons: Zonina Remedy for the above is r_hPdrPd hor..,.. Item # Special Permits Planning Board Item Notes Site Plan Review S ecial Permit Item Notes A Lot Area F Frontage 1 Lot area Insufficient 1 Frontage Insufficient 2 Lot Area Preexisting 2 Frontage Complies 3 Lot Area Complies 3 Preexisting frontage 4 Insufficient Information 7 4 Insufficient Information B Use 5 No access over Frontage 1 Allowed G Contiguous Building Area 2 Not Allowed 1 Insufficient Area 3 Use Preexisting 2 Complies 4 Special Permit Required 3 Preexisting CBA 5 Insufficient Information 4 Insufficient Information C Setback H Building Height 1 All setbacks comply 1 Height Exceeds Maximum 2 Front lnsufficient 2 Complies 3 Left Side Insufficient 3 Preexisting Height 4 Right Side Insufficient 4 Insufficient Information 5 Rear Insufficient l Building Coverage 6 Preexisting setback(s) 1 Coverage exceeds maximum 7 Insufficient Information 2 Coverage Complies D Watershed 3 Coverage Preexisting 1 Not in Watershed 4 Insufficient Information 2 In Watershed j Sign 3 4 Lot prior to 10/24/94 Zone to be Determined 1 2 Sign not allowed r? g Sign Complies 5 E Insufficient Information Historic District 3 K Insufficient Information y e S Parking 1 2 In District review required Not in district 1 2 . More Parking Required Parking Complies 3 Insufficient Information Remedy for the above is r_hPdrPd hor..,.. Item # Special Permits Planning Board Item # Variance Site Plan Review S ecial Permit Setback Variance Access other than Fronts e S ecial Permit Parking Variance Frontage Exception Lot Special Permit Lot Area Variance Common Driveway Special Permit Height Variance Congregate Housing Special Permit Variance for Sign Continuing Care Retirement Special Permit S ecial Permits Zoning Board Inde endent ConaEldl Housin S ecial Permit Lar a Estate Condo S ecial Permit Special Permit Non-ConformingUse ZBA Planned Develo mant District S eciaLPermit Earth Removal Special Permit ZBA Planned Residential S ecial Permit S eeial Permit Use not Listed but Similar R-6 Densi 5 ecial Permit S j S eclat Permit for Sign Watershed Special Permit Other Su I Additional Information me aoove review and attached explanation of such Is based on the plans, request for or information submitted. No definitive review and or advice shall be based on verbal explanations by the applicant nor shall such verbal explanations by the applicant serve to provide definitive answers to the above reasons for this action. Any inaccuracies, misleading information, or other subsequent changes to the information submitted by the applicant shall be grounds for this review to be voided at the discretion of the Building Department. The attached document titled "Plan Review Narrative" shall be attached hereto and incorporated here' by refere�. The uilding d�artment will retainall plans and documentation for the above file. Build' g Departmen Official ----- 4� �/ Application Received Application Denied Denial Sent: If Faxed Phone Number/Date: Plan Review Narrative The following narrative is provided to further explain the reasons for the action on the property indicated on the reverse side: Referred To: ZoningBylawDenia12000 MAR -04-96 MOh n . c 508 688 9542 1 02:57 PM TOWN OF NORTH ANDOVER\ Q � .yam•. CEr � M r+ Q+ A s 3 .ice' A m O � •� CA A• ti y QO a y c ` CLO A r 508 688 9542 IN P.02 G * Q � .yam•. CEr � M r+ Q+ A s 3 C CA A• ti y QO •y V] Vim y ���..� �7 O 14. ` CLO C m a o Q Y^ C6 W ps F pn OA O C ~ n A 3 o�asoC•� c ...--,.. ~ O r �, St v � v 1~ C �C UQ y• O A � ry r\ � z IN P.02 '~ � � � � ►• O � "'• <7 t"J � .yam•. rr y. V!• �9 y 7tl rr7 � C' � V1 s 3 CA 40 •y V] Vim y ���..� �7 O 14. ` CLO fA a o Q Y^ C6 W ps F pn OA O o�asoC•� c ...--,.. ~ O r v � v IN P.02 '~ � � � � ►• O � "'• <7 t"J � .yam•. rr y. V!• �9 y 7tl rr7 � C' � V1 CA 40 •y V] Vim y ���..� �7 O 14. ` CLO fA o Q Y^ C6 W ps F pn OA O o�asoC•� c ...--,.. ~ O r IN P.02 RLO Sign AdvertisingIGNS FAX (603) 882-7680 To: NORTH ANDOVER From: Jennifer Robichaud, Ext. 333 Attn: Mlike McGuire Subject: Executive Quarters Fax Phone: 978-688-9542 Date: 2/21/01 3:44 PM Paae 1 of Sir, Enclosed pls find application for Executive Quarters on 100 Andover Bypass. Our client has informed us the proposed DWG has already been approved by the Planning Board. Should you require any additional information pls don't hesitate to call, Thanks for your help, Je n Pe mit Department �eqn.robichaud@barlosigns.com 0-227-5674 x 333 Barlo Signs, 158 Greeley Street, Hudson, N.H. 03051-3422 Phone: (603) 882-2638 Toll Free: 800-227-5674 Form No. 88A Mesiti Dev Group Fax:978-5578160 Dec 5 2000 19:17 1 1 P.02 Location /o0 1���>yV72 i3y—F�rass No. 2LZ Date S /4� iso �oRT►, TOWN OF NORTH ANDOVER �f ... 1 0 Certificate of Occupancy $ ��ss�CHU tt' Building/Frame Permit Fee $ / 21 4 Foundation Permit Fee $ �'' Other Permit Fee $ TOTAL $ i 2 4 S4- 02 Check # �� >%�l'iv 13 '3� C � Building Inspector COWROL 11WRTRII(M M TOWN OF NORTH ANDOVER BUILDLNG DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING } .Tt u ., .� .,.,This Section for Official Use IRS, .f ^..<°'*S+tfY , F. -. U r BUILDING PERMIT NUMBER: DATE ISSUED: f SIGNATURE: iS BuildingCom-missioner/19s ector of Buildings Date 1.1Property Address: 1.2 Assessors Map and Parcel Number: � An�l/Gti �'� / /✓ SCJ S 1 Map Number Parcel Number J T 1.3 Zoning Information: 1.4 Dimensions: /✓Prrroop�peaty % Zonin Distrid Proposed Use Lot Area Fronts ft 1.6 BUILDING SETBACKS (ft) Front Yard Side Yard Rear Yard Required I Provide Required == Provided Re red Provided Sl 1 ( 672 1 70 5U la 1.7 WaterS 54) ly M.G.L.C.40. 1.5. Flood Zone Information: 8 Sewerage Disposal System: Public Private ❑ Zone Outside Flood Zone unicipal On Site Disposal System ❑ d IMID Wvfi 1:`14.xl'4ha�n 2.1�Owner ✓oof,Record , / '44 c- �� Name (Print Address for Servii{ce::�Q � d1 Signature Telephone 2.2 Authorized Agent Name Print Address for Service: ��OJ 2 1 7'.5'-306? Signature elepho((ne 3.1 Licensed Construction Supervisor Not Applicable Address License Number Licensed Construction Supervisor: Expiration Date Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable eIr e Company Name-- Registration Number Address Expiration Datejjj� MAY 4 2000 ]' 1.) Signature Telephone XX41 G O M X Z Z M 90 O r S� f— ^^Z YI Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yea ...... No ....... ❑ SECTION 5; !A PROFES909 Mick i ]l1tiTO C STR>€ GTION,��tR�IiC �S >Et�B B�T�G A1�IU S1<'RU�TU S St��T,�b 5. l Registered Architect: Name: Address -s Signature. Signature. Telephone gL'��� Ar�r��ea�rof R sponsibility Name/: Address: Expiration Date 1 /� Signature Total `'�I✓ v :yy Not applicable ❑ �,/�'i / v `zT �/ Kt�ti. Name: .2%3 %7, Registration Number Address q Q/ U V00 Expiration Date Signature Telephone C/Ula Area of Responsibility '11015-1 Registration Number Name 6'7-1 � 5��,� s�� �� O � Address 7J"'/ - ��� �iz� /¢ Expiration Date Signature Telephone a Area of Responsibility Registration Number Name Address Expiration Date Signature Telephone Company Name - Responsible in Charge of Construction Not Applicable ❑ ::a..?�Vv{ !►Y'!!yC/ rdMh ,{+:r.•''"'�,..' New Construction .,.ar u, i r ;.;" .':c.:'.'n b: Existing Building 0 -'"T ;. �., .;,:: .: ,, Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition 0 Other ❑ Specify Brief Description of Proposed Work: ❑ ❑ B Business 2A 2B 2C ❑ ❑ ❑ C Educational ❑ F Factory ❑ F -I ❑ F-2 ❑ Existing Use Existing Hazard Index 780 CMR Number of Floors or Stories Include Basement levels Floor Area per Floor (sf) Total Area (sf) Total Height (ft) Proposed Use Group: Proposed Hazard Index 780 CMR EXISTING if applicable) PROPOSED 3 Independent Structural Engmeenng Structural Peer Review RequIred Yes No ❑ _ J SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, M Owner of the subject property Hereby authorize Alelf� / �/ to act on My behalf; in all matters relative two work authorized by this building permit application `p V Signature of Owner Date i USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ 11 ❑ A-2 0 A-3 ❑ A-5 ❑ ]A 1B ❑ ❑ B Business 2A 2B 2C ❑ ❑ ❑ C Educational ❑ F Factory ❑ F -I ❑ F-2 ❑ H High Hazard 11 3A 3B 1Institutional ❑ I-1 ❑ 1-2 ❑ I-3 ❑ M Mercantile ❑ 4 ❑ R residential ❑ R-1 0 R-2 ❑ R-3 ❑ 5A 5B ❑ 0 S Storage 0 S-1 0 S-2 ❑ U Utility M Mixed Use S Special Use ❑ ❑ ❑ Specify: Specify: Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND OR CHANGE IN USE Existing Use Existing Hazard Index 780 CMR Number of Floors or Stories Include Basement levels Floor Area per Floor (sf) Total Area (sf) Total Height (ft) Proposed Use Group: Proposed Hazard Index 780 CMR EXISTING if applicable) PROPOSED 3 Independent Structural Engmeenng Structural Peer Review RequIred Yes No ❑ _ J SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, M Owner of the subject property Hereby authorize Alelf� / �/ to act on My behalf; in all matters relative two work authorized by this building permit application `p V Signature of Owner Date i I, Aye�1/&11� 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 A/�1!� Print Name Signature of Owner/Agent 6ate 71� w. Item Estimated Cost (Dollars) to be Completed t applicant b P Y Pew PP 1. Building (a) Building Permit Fee Multiplier 2 Electrical (� v 9/ (b) Estimated Total Cost of f Q� Construction from (6) 1 /�c 3 Plumbing 75� Building Permit fee (a) X (n) 4 Mechanical (HVAC) 5 Fire Protection OO� 6 Total (1+2+3+4+5) / OZ� Check Number 01 ' .j.i:,j, S�Sl 'yt L 1 X�'. �n/f�a (Ufi {.,Y �'Jt v .x\;iG 7+,5��.. G� YS YkiAhy y, Y.?4' ? f .i+'� 'tf S3 .,i��F'A .FS'_ t,1 ,��).. 3!{oYz3: '`4'�n'i,M� t .,-��``4G '> "n. �N `2 k� iN m. 31k ;7 `�,.. ` 55^ S t" '3�4'NG:T SISI.'R 1NV 1��+wa\l."61",<�..:�3z�M / 14i4 ILi FU �s Y 5 E i., NO. OF STORIES SIZE (QC/ BASEMENT OR SLAB,�y,� SIZE OF FLOOR TIMBERS AlliST 2N° 3RD SPAN 2U DEMENSIONS OF SILLS N/� DEMENSIONS OF POSTS IAJl ,7, DIMENSIONS OF GIRDERS �I a *'0 HEIGHT OF FOUNDATION l/ /l/ THICKNESS i X SIZE OF FOOTING /_7 ff x'24/ 7 MATERIAL OF CBRvINEY & IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE e f 7-7 1��q2 Of 81MConwu4ftn1rudmFIELD •� REPORT PROJECT: Executive Quarters Office Bldg. PROTECT NO: 5587 LOCATION: No. Andover, MA WEATHER: Sunny, b5° DATE: May 17, 1999 CONTRACTOR: Mesiti PURPOSE: A site visit was made to the referenced project to review the foundation subgrade conditions and earthwork activities. The project includes the construction of a new office building. The office building is to consist of a four-story, steel framed structure approximately 8,000 ft', in footprint area. At grade parking is to be situated below the building. Furthermore, an at -grade entrance lobby with a below grade mechanical room is to be located at the front of the building. It is designed to support the building upon a spread footing foundation with a concrete slab -on -grade. Based on review of the She Plan, the topography is relatively level with grades ranging from 244 -246 -ft_ . Given :a first floor elevation of 249 ft, approximately 4-5 ft of structural fill is required to achieve finish grade. A residential structure formerly, occupied the site which we understand was recently removed to accommodate the proposed development. Wetlands abut the site to the north with shallow groundwater conditions below the site. The referenced Geotechnical Report prepared by JG1 dated April 1998 was not available for review at the time of this visit. It is recommended that UTS be provided a copy of this report such that we can observe compliance with the foundation subgrade recommendations. ;Nonetheless, based on the Fow7dation Notes on the Structural Drawings, the spread footings are to bear upon a minimum 2 ft of structural 611 over the natural inorganic soils. 1n the basement portion of the building, the footings should bear upon a minitnum one foot of structural fill and/or crushed stone. The footings were proportioned based on an allowable soil bearing capacity of 3 tsf. Test pits cotroeted by Marchionda Associates dated January 1999 were reviewed as they pertain to this visit. Based on the test pit logs, the site was covered with approximately 8-1 b inches of topsoil underlain by the subsoil horizon then gravelly sand with cobbles to a depth of 4 ft. Groundwater -is noted to - be at shallow depths of 18-24 inches below grade. At the time of this visit, the site was reportedly stripped of the topsoil and subsoil horizons and site filling was progressing. The topsoil was stockpiled along the southern portion of the site (see attached Sketch). A silty sand and gravel fill delivered from a source in North Reading was being spread. Frequent cobbles and boulders (some upwards of 2-3 ft) are embedded in the bill. An approximate 18.24 inch aft of fill was spread within the central portion of the site. A vibratory roller is to be delivered to the site for compaction. Some puddled groundwater was observed along the northern portion of the site near the wetlands. This portion of the site was the only area where the natural subgrade was evident below the topsoil. The subgrade generally consists of a silty sand with varying amounts of gravel. Remnant organic matter with minor roots was also observed. 3 Richardson Lane, Stoneham, Massachusetts 02180 17811 438-7755 Fax (7811 436-6216 Executive Quarters Office Building May 17, 1969 North Alidover, MA Page 2 of 2 Based on the foregoing summary, we provide the following comments/recommendations; • It is recommended that UTS be provided with a copy of the Geotechnical Report or Project Speeicadons such that we can observe compliance with the design intent. • The fill delivered to the project should be screened of stones larger than 6 inches. It appears the contractor has made no effort to remove the boulders within the fill to date. • The fill should be placed in maximum one foot lifts and compacted with a vibratory roller to at least 95% relative compaction per the Alodified Proctor Test (ASTM D1557). At the present time, the initial lift is approximately 18-24 inches thick mainly due to the large boulders. • The areas where groundwater is encountered should be dewatered and drylstable prior to placing structural fill. Crushed stone (3/4 inch minus) may be used in lieu of structural fill to aid in the fill placement within wet conditions. • A representative from UTS should be scheduled to monitor the fill placement and perform field density tests. • An Engineer from UTS should be scheduled to review the foundation subgrade conditions as well as the placement of the 1-2 ft structural fill. Given that the excavations will encroach the groundwater table further necessitates qualified personnel to review the bearing subgrade conditions. Should you have any questions, please do not hesitate to contact our office. UTS of Massachusetts, Inc. Kevin NI. Martin, P.E. Geotechnical Engineer 4 hots + 1 Hour Travel k='• `ut;991051799apt 1 �O 5^ I till i qz m f� �n Z � 0 H J W W w 4 qz FORM U - LOT RELEASE FORM INS—, FUCTIONS: 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. t 4 t �-.***.*.,_*-�*APPLICANT FILLS OUT -THIS SECTtoN--. **,4���-.t-<-"-t<k:t-` APFLICANTMklI ,, PeuJowmelu� G000 PHCNE�! LOCATION: Assess&s Map Number FAFCS_ a Ah SUBDIVISION A LOT (S) 7 STREET�"hjjk&m), ST. NUMBER10,6_ USE O N L Y: RECOMM.E-NDATIORS OF TOWN AGENTS: CONSERVATION ADMINISTRATOR DATE APPROVED DATE REJECTED COMMENTS f, 'a U� VL- C 01'-�, COMMENTS FOOD INSPECTOR -HEALTH SEPTIC INSPECTOR -HEALTH CCMMENTS DATE REJECTED DATE APPROVED DATE REJECTED DATE APPROVED DATE REJECTED PUELIC WORKS - SEWERMIAT ER CONNECTIONS CRJV�AY PERMIT FIRE DE°ARTMENT �/,f ld,4!�-_ R=CEiVED EY EUILDING i,ISPEC CR Revised 9'S7 im z U/ r DATE Of i' assuchusettS Inc. "The Construction Testing PeOW FIELD REPORT PROJECT: Executive Quarters Office Bldg PROJECT NO: 6104 LOCATION: No. Andover, MA WEATHER: Sunny, 38° BATE: February 29, 2000 CONTRACTOR: Mesiti PURPOSE: A site visit was made to the referenced project to review the foundation subgrade conditions. The project includes the construction of new office building. The building is to consist of a three- story structure with a footprint area less than 7,000 ft=. It is proposed to support the building upon a conventional spread footing foundation with a concrete slab -on -grade. Some site work was completed late spring at the project. More specifically, about 3-4 ft of fill was placed to achieve the present grade. The fill includes about 1- 2 ft of 6 inch minus crushed stone (trap rock) underlain by a silty sand with varying amounts of gravel. The fill was previously placed in 18-24 inch lifts and compacted with a vibratory roller. The fill was not placed with strict engineering supervision as it was supposed to be removed to accommodate the prior design which included a basement foundation. The present grade, which includes the 3-4 ft of prior fill, is understood to be about 4 ft below the design finish floor grade or near BOF grade. It is intended to remove the existing fill from the building footprint and 10 ft laterally outside the building perimeter. The 6 inch minus crushed stone is to be segregated from the less select silty sand full. It is proposed to expose the parent, inorganic subgrade then fill the building footprint with a controlled structural fill. A blast ledge full is to be used at least 5 ft below slab grade and at least one foot below footing grade. The 6 inch minus stone is to be used thereafter as well as a gravel borrow. At the time of this visit, the front (west) of the building footprint was being excavated 3-4 ft of the prior fill exposing the parent subgrade. The fill generally includes 1-2 ft of the 6 inch minus crushed stone underlain by a silty sand with varying amounts of gravel and trace loam. Remnants of the former topsoil layer were also encountered below the fill. The parent subgrade typically included a grey -brown, silty sand Nlith little gravel and trace clay. Groundwater was observed seeping into the excavation bottom. Based on the foregoing. we provide the following comments/recommendations: • A. blast ledge Fill should be adequate for use as structural fill to within 5 ft of FFE provided its composition consists of a well -graded, fragmented rock with no stone greater than 20-22 inches. Should the ledge become uniform in gradation and voided, it is recommended that it be further crushed or "choked/mixed" with a sand/gravel material. • The dumped ledge reviewed at the site this date contains too many large stones and is uniformly graded. It is recommended that the blast ledge be screened prior to delivery to the site. Large stores should also not be placed in other areas of the site in a boulder dump. They should be removed from the site accordingly. 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 - t. Executive Quarters Office Bldg No. Andcver, MA February 29, 2000 Page 2 of 2 • The ledge fill should be placed in maximum 20-24 inch lifts and compacted by the grinding/crushing action of the Komatsu PC200 excavator (or equal). At least 6-8 coverages over each lift should be performed with the excavator or similar tracked equipment. Alternatively, a minimum 10 ton vibratory sheeps foot roller operating at peak rated frequency may be used for densification of the ledge. The filled subgrade should be stable and firm following the compaction efforts. • The blast ledge fill should placed such that it is 2 ft below finish pavement grade and 2 ft away from all utilities, structures, manholes, foundation walls, and other concerned areas. The blast ledge fill should also be a minimum one foot below BOF grade. • The 6 inch minus stone or a sandy gravel borrow are to be used for structural fill atop the blast ledge fill. The borrow fill should generally conform to the MA -DPW Standard SI)ecications for Gravel Rot -row (M 1.03.0). This fill should be placed in maximum 12 inch loose lifts and compacted with a vibratory roller to at least 95% relative compaction per the tilodified Proctor Test (ASTM D1557). The lift thickness should be reduced to 8 inches if a vibratory plate compactor is used for densification. Field density tests should be performed on the compacted lifts. • The placement and compaction of the blast ledge fill and other structural fill should be observed/tested by a representative from UTS. Particular responsibilities include assessing that gradation/composition of the blasted ledge, measuring the lift thickness and reviewing the overall compaction and stability. This is also a requirement of the Massachusetts State Building Code for structural fill beneath building foundations. The UTS representative should also review the parent subgrade conditions prior to filling. The subgrade should consist of the parent, inorganic soils and should be stable/compact and free of ponded water. • The structural fill should be placed such that it encompasses the Foundation Zone of Itfluence. The Foundation Zone of Influence is defined as that area extending laterally 1 ft from the edge of footing then downward and outward at a 1H:1V splay. 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 kmm10 uts00/022900.rpt CONTROL rrWUPT011ftrinu 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 yy is Section for Official Use OnI BUILDING PERMIT NUMBER: DATE ISSUED: SIGNATURE: unissjoner/I�L of Buildings Date Building Conor _ I lox 1. 1 Property Address: 1.2 Assessors Map and Parcel Number: Z4 1_602 6 Map Number Parcel Number 1.3 Zoning Information: 5 y 1.4 Property Dimensions: //,z/ 97, 7yU, 15� Zoning District Proposed Use Lot Areas Frontage (A) 1.6 BUMDING SETBACKS (ft) Front Yard Side Yard Rear Yard Required Provide R ed Provided Required T Provided 5_Z:1 (0_3 6ZI? ZC' �4�, 1.7 Waterly M.G.LC.40. -54) 1.5. Flood Zone Information: Sewerage Disposal System: Zone Outside Flood Zone tuticipal On Site Disposal System 0 Public private 11 S P, NEW X 2.1 Owner of Record S 57, Name (Print ) Address for Service: �// U0 7/ Signature Telephone 2.2 Authorized Agent Name Print Address for Service: Signature -,-Telephone Not Applicable 3-1 Licensed Construction Supervisor Address License Number Licensed Construction Supervisor: Expiration Date Not Applicable �Ir Signature Telephone 3.2 Registered Home Improvement Contractor Company Name'. Registration Number Address Expiration Date, MAY A 2 Signature Telephone 7 %r� must Name: this Failure =o Address C'lf 'GSA Nam�''�c ►1a.;,�:: Telephon����� Signature / �(( `G� Ares . Name: / TOrat3Regi tr Name All TelePho I 7� Telephone Ad Signature COjOpairy Name. ,.'ti Teiephone nslrueLOn �/� RIZ, 213 of �� RespOnsibihty Regispakon NOmlier Exp rab_on � Date Area orR 3 esPonsibility Regts�no,, ber ExPhahort Dai NOt Appi,eable Q � iu ih ine Existing U Gronp: Existing � d Index 780 108 L<v7..4'iuC�lsiC�f=::�N14�1�i3At-:,6i181RCE[Fs�.i:r ti r . ;.`�:�:1 C�/ L� Ae � Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yea ...... No ....... ❑ SECTION 5:,: Moll S . N " DES1G1q ANi ; CONSTRUCTION SERV CES , P`O$ BUMMOGS ArM S`TRUC-T URES Sia) JET i TO CONSTRUCTIOri COi�TROE PURSUAATT 'TO 7" GMR I I '(COI�ITAIi+iTx 'MOII�„:.THA D *666 GF OF 5.1 Registered Architect: _-RVVVeTz Name: -S Address - �/ Signature. Telephone L<v7..4'iuC�lsiC�f=::�N14�1�i3At-:,6i181RCE[Fs�.i:r ti r . ;.`�:�:1 C�/ L� Ae � / t /�� �� Area of R sponsibility �/�LC�t1L�i Name: � Address: Expiration Date l /v Signature TotalS. -S Not�appllicable ❑ Name: ,Z*73 7� Registration Number Address �Od=Lf3U-� AJ /f Expiration Date Signature Telephone Name _ 161-Z su/,� i 570Ax�-IIWI� rz/j�!) Area of Responsibility 4015-1 Registration Number Expiration Date Address Signature Telephone Name Area of Responsibility Registration Number Address Expiration Date Signature Telephone 'sA1, Not Applicable ❑ Company Name: . Responsible in Charge of Construction act ON New Construction --f I Existing Building ❑ Repair(s) 0 Alterations(s) 0 Addition 0 Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: BUILDING AREA EXISTING if applicable) PROPOSED Number of Floors or Stories Include Basement levels Floor Area per Floors ,r S� Total Area s Total Height (ft) L� i 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 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 ❑ 4 ❑ A-2 A-5 ❑ A-3 0 0 IA 1B ❑ ❑ B Business 2A 2B 2C ❑ 0 ❑ C Educational 0 F Factory 0 F-1 0 F-2 0 H High Hazard ❑ 3A 3B ❑ IInstitutional ❑ I-1 ❑ I-2 ❑ 1-3 ❑ M Mercantile ❑ 4 0 R residential 0 R-1 ❑ R-2 0 R-3 ❑ 5A 5B ❑ ❑ S Storage ❑ S-1 ❑ S-2 0 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: Existing Hazard Index 780 CMR 34: Proposed Use Group: Proposed Hazard Index 780 CMR 34: BUILDING AREA EXISTING if applicable) PROPOSED Number of Floors or Stories Include Basement levels Floor Area per Floors ,r S� Total Area s Total Height (ft) L� i 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 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 22Ant/lo�W � //�'j�., went _7- -!2 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 Date Item Estimated Cost (Dollars) to be OFFICTA Completed by permit applicant 1. Building (a) Building Permit Fee Multiplier 2 Electrical 9q/ (b) Estimated Total Cost of Construction from (6) 3 Plumbing Building Permit fee (a) x (b) 4 Mechanical (HVAC) 5 Fire Protection 6 Total (1 +2+3+4+5) Check Number NO. OF STORIES SIZ-E BASEMENT OR SLAB >/-4s SIZE OF FLOOR TIMBERS Al� Fv 214u 3 SPAN Q2 q-�4,q DEMENSIONS OF SELLS /J� DEMENSIONS OF POSTS pul'7"r&5- DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING /� X yx MATERIAL OF CH12VMY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE _7- -!2 0 FM4 N N O z t' yy 0 1 � j w G x ao uU) \ a LT. V) co v oc w n: U w ✓ a w w W w cv a�' w w z Q c o 9-0 v. I r'4 7 co Q co Q O 0 Q H .O L Q ♦r C Q d V A_Q ZL W O .V o. ti C O V L Q V co CL V! 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Traffic Engineering; T ransportation Planning Two Dundee Park,'Suite 301 A?? 2 i; 10JJV "'6% hndover, MA 01810-3725 Office: 973--'74-1994 Fpx: 973-47-:-1778 Ref: 362 April 17, 1998 Mr. John Schroeder Mesiti Development Corporation 11 Old Boston Road Tewksbury, MA 01876 Dear John: Enclosed please find a response letter from the Massachusetts Highway Department (MHD) District 4 office in Arlington regarding your proposed office building in North Andover. Apparently the MHD has initiated a recent policy change regarding Indirect Highway Access Permits. As indicated by their letter, a Highway Access Permit is not required for your current proposed project in North Andover. Please retain the enclosed letter as proof that an Access Permit is not required for this project. Also enclosed is your initial application fee, a $500 check (# 7206) from the Mesiti Development Corporation. Sincerely, DERMOT J. KELLY ASSOCIATES INC. Dermot J. Kelly, PE President Enclosure DJ K/hap cc: Mike Rosati, Marchionda Associates, L.P. 362-UO3-John Schroeder Transmital MAMAE offs Arg60 Paul Cellucci niGHWAY , Governor April 15, 1998 Dermot J_ Kelly, P.E. Dermot J. Kelly Associates, Inc. Two Dundee Park, Suite 301 Andover, MA 01810-3725 Patrick J. Moynihan Kevin J. Sullivan Secretary Commissioner Re: North Andover - Route 125 x Hillside Road Proposed Office Building Dear Sir: APR 17 1998 DJ1K ASSOCIATES, INC. Reference is made to your Application for Permit to Access State Highway (Indirect Access) for a proposed office building in the northeast corner of the Route 125 and Hillside Road intersection, in the Town of North Andover. Please be advised, after review of your Conceptual Plan, Traffic Impact and Access Study, it has been determined this project does not exceed any of the thresholds that would create a substantial increase or impact on the existing traffic. Therefore, an Indirect Access Permit will not be required from the Department. The attach- ed check in the amount of $500.00 from the Mesiti Development Corporation (check #7206) is being returned to you. If you have any questions regarding this matter, please call the District Permits Engineer, Kenneth Ravioli, at (781) 641-8451. Sincerely, E,i�c w. Etterman, P.E. District Highway Director JV/jv p f : NO. AND c -Y Massachusetts Highway Department • District 4.519 Appleton Street, Arlington, MA 02174 • (617) 648-6100 .I ..,. : 0 PAY TO THE ORDER OF 7206 MESITI DEVELOPMENT CORP: FIRST ESSEX BANK FSB 11 OLD BOSTON ROAD 53-7119-2113 TEWKSBURY, MA 01876 Kno c— 93.5 FI E LEIR D 00/ 00 DO RS DATE AMOUNT 04/02/98 $500.00**** Common lth of assachu/sseeltt II°0 0 7 2 0 C, 1: 2 1 1 3 7 119 11: S 8t11 i~0 1 s ?'Jilt s c(Dply ZZO +` �0P, # ,0 m / (f § i �» &} \ cc \ ? / G ! (: ; 5q E\§/( \ L 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 05-03-00 1 Mesiti Architects Job No. UTS 5587 Attn: Michael Medeiros Project Executive Quarters Off. Bldg 11 Old Boston Road Contractor Mesiti Development Tewksbury, MA 01876 FIELD TEST # % MOISTURE M.D.D. DRY DENSITY % COMPACTION 1 6.4 131.7 129.1 98.0 2 6.4 131.7 129.5 98.3 M N, 1 5 V—S LOCATION: ELEVATION: Test 41 - See sketch -2' from finish grade Test #2 - " it Weather: Clear, 42 degrees Purpose: Perform field density tests Eqluip: Cat D8 dozer, Link Belt 2700 excavator Summary: The writer arrived at the project site at 6:30 AM and met with Bob Feinburg from Mesiti Development. The purpose of this visit was to perform a soil inspection. At the time of this visit, areas of the northeast & west portions of the proposed parking area subbase had been previously compacted. Two field density tests were performed according to ASTM D1556 using the sand cone method on the newly compacted lift placement consisting of processed ledge blended with a dark brown F -M sand, little gravel, trace silt. The contractor was informed that it is a good construction practice to sufficiently blend or choke the ledge fill with the granular material to minimize potential voids within the proposed parking area subbase. Test results will be included upon com- pletion of lab sieve and proctor analysis. A site sketch is enclosed for review. These observations were related to Mr. Feinburg prior to departure. INSPECTOR: B. Frontiero Min day + 1 U T S OF MASSACHUSETTS, INC. Reviewed hour travel By: William P. Crabtr�'e n ou .V O ON M I a GEOTECHNICAL INVES'T'IGATION HILLSIDE AVENUE & ROUTE 125 OFFICE BUILDING NORTH ANDOVER, MASSACHUSETT; PROJECT NO. N98181G APRIL 9, 1998 9'ro -I, JAWORSKI GEOTECH, INC. • April 9, 1998 Mr. John Schroeder Mesiti Development Corporation — 11 Old Boston Road Tewksbury, MA 01876 re: Geotechnical Investigation lUlside Avenue & Route 125 Office Building North Andover, Massachusetts Dear Mr. Schroeder: • Underground Tank dW Materials Testing Project No. N98181G Jaworski Geotech, Inc. (JGI) is pleased to provide this report regarding a geotechnical investigation • completed for the above -referenced project. Included in this report is our engineering evaluation of subsurface conditions for foundation and pavement design and earthwork construction of the proposed development. Our work was conducted in general accordance with our proposal dated March 10, 1998 and your subsequent authorization. This report is subject to the Limitations included in Appendix A. In summary, subsurface conditions consist primarily of fill underlain by natural glaciofluvial sand over till. Groundwater was encountered within the explorations at a depth ranging from about 1.0 to 2.5 feet below existing ground surface. Substantial excavations will likely be required to remove existing - building foundations and associated backfill from the proposed office building area. Dewatering will likely be required to remove the existing foundations and to complete the construction of the ` proposed retaining wall. ( The proposed office building may be supported on shallow spread footing foundations bearing on L� compacted structural fill placed above the natural glaciofluvial deposit or till. The fill layer, which generally consists of organic silt, should be stripped from the site prior to raising grade. The lowest floor slab can be designed as a soil -supported slab. Excavated fill should not be reused as common or structural fill. i a h W Page 2 April 9, 1998 These evaluations, as well as earthwork, pavement, and foundation design recommendations are detailed in the following report. The project site is located at the intersection of Hillside Avenue and Route 125 in North Andover, Massachusetts. A Site Location Map is provided as Figure 1. The central portion of the site is currently occupied by an old building foundation. Topography generally slopes downward to the north and northeast from about elevation (El) 247 to El 242. Wetlands are present along the northern portion of the site. Ground surface elevations are in feet and refer to contours shown on a preliminary site plan provided by Marchionda & Associates (M&A) of Stoneham, Massachusetts_ The proposed 4 -story office building is to be constructed within the central portion of the site, and will require the demolition of the existing foundation. The new 24,000 square foot office building " will be rectangular -shaped, having plan dimensions equal to approximately 115 by 70 feet. The first floor will consist of a parking garage and lobby. The lowest finish floor elevation is not finalized at this time, but is anticipated to beat approximately E1250.5 to El 251.0. Approximately 3 to 8 feet of fill will be required to obtain proposed finish grades. Based upon anticipated finish grade, a retaining wall on the order of 8 to 12 feet in height will likely be require within the northern portion of the site, approximately 25 feet from the wetlands. Driveways, and landscape areas will also be constructed as part of the proposed development. Site access will be provided at the northwest side of the property from Hillside Avenue. The general site layout depicting existing conditions and the proposed development is shown on Figure 2. SUBSURFACE EXPLORATION PROGRAM JGI monitored a subsurface exploration program consisting of five test borings and five test pits located within the proposed building and parking areas. The test borings, identified as JB -1 through JB -5 were drilled on March 27, and 30, 1998 by Con -Tec, Inc. of Bow, New Hampshire. The test borings were advanced using 4'/< -inch -inside diameter hollow stem augers terminating in till from 2 1. 0 to 27.0 feet below ground surface. Soil samples were typically obtained continuously to a depth of about 6.0 feet, and at 5 -foot intervals thereafter with a standard 2 -inch -outside diameter split -spoon sampler. Standard Penetration Tests were performed at sampling intervals by driving the split -spoon 1 sampler with a 140 pound hammer falling 30 inches in general accordance with ASTM D-1586. Page 3 April 9, 1998 i The test pits, identified as JTP-1 through TTP -5, were excavated on March 27, 1998 by Donahoe 'r a Excavating, of Willmington, Massachusetts. Test pits were excavated to an approximate depth of 10 feet below ground surface using a Caterpillar Model 416B backhoe. Visual classification of soils are shown on test boring and test pit logs included in Appendix B. The approximate locations of the explorations were measured in the field by taping from existing site features. Ground surface elevations at exploration locations were estimated from contours shown on the preliminary site plan provided by M&A The approximate exploration locations are shown on Figure 2. �►11 YY I►&_, Soil Conditions In general, subsurface conditions consist of fill underlain by glaciofluvial sand over till. The characteristics of these soils are described below in order of increasing depth below ground surface. Test boring and test pit data are summarized on Table 1. Fill: Each of the test borings identified a layer of fill. The fill generally consists of very loose to loose, dark -brown to black, organic silt, and to trace fine sand. The thickness of this deposit ranges from approximately 1.0 to 2.5 feet, except at JB -5 - — where the fill is approximately 3.5 feet thick due to the close proximity of the existing----- -- -- - foundation. Glaciofluvial Sand: A natural deposit of sand was encountered within explorations JB -1, JB4, JTP-1, JTP-3, and JTP-5. This stratum, geologically classified as a glaciofluvial deposit, is generally described as loose to dense, grey -brown to brown, medium to fine sand, and to little silt, trace gravel. Within JB -1, at a depth of about 2.0 feet, a lower layer of dense, grey -brown, coarse to fine sand, and gravel, trace silt, was encountered. The thickness of the glaciofluvial deposit ranges from approximately 1.0 to 4.5 feet. j" Till: A deposit of till was encountered in each of the borings. The till is generally described as medium dense to very dense grey -brown to grey, silt, and to some medium to fine sand, some to trace gravel, trace clay. The till was encountered at depths ranging from 1.5 to 6.5 feet below ground surface. Explorations were terminated within the till deposit. • Page 4 April 9, 1998 Groundwater Condetions Groundwater was measured in boreholes and test pits after drilling and excavations were finished. At the time of drilling, groundwater levels ranged from approximately 1.0 to 2.0 feet below ground surface within test borings. Test pits identified groundwater at a depth ranging from 5.0 to 7.0 feet below ground surface after a stabilization period of approximately three to four hours. However, it was noted that groundwater was seeping into the excavations at depths ranging from 1.0 to 2.5 feet. Groundwater readings in boreholes and test pits should be considered approximate because groundwater levels may not have stabilized. Groundwater conditions may vary depending on temperature, season, precipitation, and other conditions which may be different from those at the time of the explorations. Field Screening During the exploration program, JGI field screened soil samples in order to evaluate the site for the Presence of total organic vapors (TOVs) and their potential impact on construction. Screening for TOVs was performed using the jar headspace methodology and an HNu Systems, Inc. Model PI -101 photoionization detector equipped with a 11.7 eV lamp calibrated to a benzene in air equivalent. Results of the screening identified TOVs below typical background levels. The screening results are recorded on the logs included in Appendix B. 1 _M �1:1k1 1 1 19 Lei - a X901 MI M. y 1 Foundation Type and Design Criteria The proposed building may be supported on shallow spread footing foundations bearing on a i_ minimum 2 -foot -thick layer of compacted structural fill placed above the glaciofluvial deposit, or till. The recommended maximum net allowable bearing pressure for footings is 6 kips per square foot (ksf . Based on anticipated finish grade, it appears that the required 2 -foot -thick layer of compacted structural fill will generally be met across the site. Should finish grades change considerably, such that the required structural fill layer is not easily achieved, the recommended maximum net allowable (- bearing pressure should be re-evaluated for shallow spread foundations bearing directly on the glaciofluvial deposit, till, or less than 2 feet of compacted structural fill. i The allowable bearing pressure is related to shallow spread footings directly underlying the slab having a minimum width greater than 3 feet and footings placed at depths of more than 4 feet having Page 5 April 9, 1998 a a width greater than 2.0 feet. For footings with dimensions less than above, the allowable bearing pressure should be reduced in direct proportion to the size of the footing. The minimum width of isolated spread footings should be 2 feet and that of strip footings should be 1.5 feet. Spread footings should be located at least 4 feet below lowest exterior grade exposed to freezing in accordance with the Commonwealth of Massachusetts Building Code. Interior footings not exposed to weather should be placed at least 1.5 feet below finished floor grade. Footing bearing surfaces should be protected against frost if construction occurs during cold weather. The lowest floor slab is recommended to be designed to be soil -supported bearing directly on a minimum 12 -inch -thick layer of compacted structural fill. The existing fill layer below the slab is not suitable and should be replaced with compacted structural fill prior to raising grade. Fill placed as backfill for utilities located below the slab, should consist of compacted structural fill. A modulus of subgrade reaction (Ks) of 450 kips per cubic foot may be assumed for design. Suitable wall types include mechanically stabilized earth (MSE), pre -cast concrete was such as those manufactured by T -Wall or Doublewal, or cast -in-place concrete walls. Cast -in-place concrete walls are typically more expensive than the alternatives included herein. In addition, cast -in-place walls are also more labor intensive since form work, steel reinforcing, and additional excavation is required. MSE walls are typically less expensive to construct than pre -cast and cast -in-place concrete walls; however, they are labor intensive and typically require greater excavation to install the required geo- grid. Since the proposed wall will be retaining a fill slope, the costs typically associated with additional excavation will not apply. T -Wal and Doublewal pre -cast concrete wall systems are typically less labor intensive than cast -in- place concrete or MSE walls, and require excavations similar to those related to MSE walls. However, the costs for pre -cast wall systems are usually more expensive than MSE walls. Local wall manufacturer representatives were contacted regarding wall costs. The approximate cost per square foot to construct each system is as follows: k'ATall Tw Approximate.. —-- -- Cast-in-Place $20-25 MSE Wall $15- 18 T -Wall $22-24 VIT-1 O'•1C Page 6 April 9, 1998 Construction of an MSE wall system will likely be most cost effective. This is not only evident by the unit prices above, but also based upon a reduced square footage of wall, since- embedment for frost protection is minimal compared to cast -in-place and pre -cast walls. The T -Wall system may also be competitive with the MSE wall since it is less labor intensive to construct and may be installed in a shorter time frame. The proposed retaining walls should be designed in accordance with the manufacturer's recommendations and applicable local and State building codes. The following minimum factors of safety should be applied to the design of the wall systems: External Stability Base Sliding 1.5 Overturning 2.0 Internal Stability of Walls (MSE Type) a Geogrid Pullout 1.5 Global Stability 1.3 Soil Parameters It is recommended that the following soil parameters be used for retaining wall design: Allowable Net Soil Bearing Pressure: Glaciofluvial Deposit - 3.0 ksf Till Deposit - 6.0 ksf Coefficient of Friction: Concrete on Glaciofluvial Deposit: 0.45 Concrete on Till: 0.40 Page 7 April 9, 1998 a Note: Cast -in-place concrete cantilever retaining walls, if desired, are susceptible to frost and should have spread footings located a minimum of 4 feet below finish grade to provide adequate frost protection. Backfilling and Drainage It is recommended the wall be backfilled with a free -draining fill, having a gradation as required by the manufacturer. Backfill soil should be placed and compacted as required by the wall manufacturer. Design for drainage at the bottom of the walls using perforated or slotted pipe surrounded in drainage stone and wrapped in filter fabric. Perforated drains, if used may outlet at ends of the walls. Lateral Earth Pressure r- It is recommended elevator pit walls and site retaining walls be designed to resist combined lateral forces resulting from static soil and water pressures (if applicable), surcharges, and additional pressures under earthquake events. Building walls are restrained, therefore, should be designed as a non -yielding structure. Site retaining walls are free to rotate and should be designed as a yielding structure. Surcharge loads should be considered where they are located within a horizontal distance equal to 1.5 times the height of the wall. The following design criteria for yielding and non -yielding walls are recommended: --- - -- - i 1 in Non -Yielding .._. Static Lateral Earth Pressure: 45 pounds per 65 pcf (Compacted structural fill as. cubic foot (pcf) an equivalent fluid unit weight) LTraffic Surcharge: 70 pounds per 110 psf (Distributed uniformly over the square foot (psf) (If applicable) height of the wall) Seismic Forces: 5AH2 pounds/foot 11H psf/LF (distributed as an (uniform pressure _ inverse triangle) distribution) Notes: _ 1. H is the height of the backfilled wall above the top of the footing. Surcharge stresses due to point loads, line loads, and those of limited extent such as compaction Page 8 April 9, 1998 2. Traffic surcharge is based upon passenger vehicles and light -trucks. The traffic ,t surcharge should be adjusted accordingly for heavy-duty truck loads (if applicable). We recommend that passive soil pressure be neglected in the design of retaining walls because soil may be removed after the wall is constructed. If passive soil resistance against walls is to be utilized in the design, compacted structural fill must be used for backfill. For design, an equivalent fluid unit weight for the structural fill equal to 125 pcf is recommended to calculate passive pressures. Walls should be backfilled evenly to the extent practicable. Temporary bracing should be specified if unrestrained walls are permitted to be backfilled. Lateral pressures are cumulative for computing overall safety factors. In no case should the lateral pressure be less than 200 psf to account for compaction equipment during construction. Damn roofing and Foundation Drainage It is recommended that foundation walls backfilled above floor level be dampproofed in accordance with the Massachusetts Building Code requirements. Dampproofing of walls should be accomplished on the exterior surface and extend from the top of the footing to above ground level. Prior to application of dampproofing materials on the walls, all holes and recesses resulting from the removal of form ties should be sealed with a bituminous or other approved material. Based upon anticipated finish grade, floor slab, footing, and elevator pit finish floor elevations, foundation perimeter drains and underslab .drains do not appear to be necessary. However, it is recommended that drains be placed behind the retaining wall(s). Should proposed site grading change, such that the lowest finish floor slab will be located near existing ground surface, foundation perimeter drains may be required. Perimeter foundation drains are recommended if the lowest floor slab is constructed below El 245. If required, the drains may consist of a 4 to 6 -inch diameter perforated polyvinyl chloride. or Advanced Drainage Systems drain pipe enclosed within 3/4 -inch crushed stone containing not more than 10 percent material that passes the No. 4 sieve. The drain should be encapsulated with a geotextile such as Mirafi 140N or equal. Underdrains should be sloped to allow for gravity flow and may discharge to daylight or an approved L storm drain system. The subsurface conditions were reviewed in accordance with Article 1612.0 "EARTHQUAKE LOADS" and Article 1805.3 "LIQUEFACTION' of the Commonwealth of Massachusetts Building a Page 9 April 9, 1998 Code -Sixth Edition. For calculation of the lateral seismic forces on the structure, the soil profile is considered to be type Sl. Accordingly, the recommended site coefficient (S) for seismic design is 1.0. Within the drilling depth of the borings, the site does not appear to be susceptible to liquefaction in the event of an earthquake. Pavement Recommendations Flexible pavement design was based on AASHTO Guide for Design of Pavement Structures (1993). The thickness of each course is a function of subgrade strength, traffic, design He, serviceability factors, and frost susceptibility. For our analyses, we have assumed a design life equal to 20 years, an 18 -kip equivalent axle load equal to about 10,000, and a minimum of 1 -foot of compacted common fill below pavement design subgrade to raise grade. References have been made to the Commonwealth of Massachusetts, Massachusetts Highway Department WD) Specifications for Bridge and Highway Construction. The following is a summary of design recommendations. Pavement Material Standard Duty Thickness (inches) Bituminous Concrete Top Course, MHD M3.11.03 Table A 1.0 -- — - – Bituminous Concrete Binder Course, _ MM M3.11.03 Table A 1.5 Gravel Borrow (Base Course) NM M1.03.0 .E The Gravel Borrow material should conform to the gradation specifications outlined in Table 2 as specified by the MFM. These soils should be compacted to at least 92 percent of the maximum dry density as determined by the Modified Proctor Test (ASTM D-1557). L Structural Fill: Structural fill should be free of organic, frozen; or other deleterious material and conform to the gradation requirements outlined on Table 2. Structural L_ fill should be placed in loose lifts not exceeding 12 inches thick for self-propelled vibratory rollers and 8 inches for vibratory plate compactors. Structural fill placed within the footing bearing zone and below the floor slab should be compacted to at r Page 10 April 9, 1998 -- least 95 percent of the maximum dry density as determined by ASTM D-1557, Method C. The footing bearing zone is defined as the area beneath a 111:1 V line extending downward and outward from footing edges. The existing fill is not suitable for reuse as structural fill. Common Fill: Common fill should consist of mineral soil free from frozen soil, debris, or other deleterious material. The maximum particle size is recommended to be 8 inches and no more than 30 percent by weight should pass the No. 200 sieve. Common fill may be used to achieve finish grades outside the building footprint and footing bearing zones. Common fill should be placed in the lift thicknesses listed above for structural fill, and compacted to at least 92 percent of the maximum dry density as determined by ASTM D-1557, Method C. The existing fill is not suitable for reuse as common fill. Removal of Existing Structures It is recommended that the existing building foundation elements within the proposed building area be removed. Elsewhere, existing foundation elements should be removed where they may conflict with proposed utilities to a depth of 2 feet below the affected utility or finish pavement grade, - whichever is greater. Subgrade Preparation Suitable floor slab and footing subgrade material for the proposed building will consist of compacted structural fill placed above the glaciofluvial sand or till. Building and pavement subgrades should be prepared and reviewed as outlined herein. Lowest Floor Slab: It is recommended that existing fill deposit be removed prior to site grading to expose the underlying glaciofluvial sand or till. The resulting natural subgrades should be proofrolled with at least six coverages of a minimum 10 -ton static roller in open areas. During the proofrolling process, the subgrade should be observed and unstable areas should be over -excavated to more competent material and replaced with compacted structural fill. The area beneath the building pad zone of influence requiring structural fill to achieve design subgrade should be raised as outlined in this report. The building pad zone of influence is defined as the area beneath a 1H:1 V line extending downward and outward from the edge of slab. a Page 11 April 9, 1998 Footings: Building footing subgrade soil will generally consist of compacted structural fill placed above the natural glaciofluvial sand or till, or the natural soil subgrades only in the case of retaining wall footings. The existing fill should be excavated to expose the natural glaciofluvial deposit or till subgrade. Where bottom of footing elevations are above the existing fill deposit, the fill should be excavated from the footing bearing zone. The resulting subgrades should be proofrolled with at least six coverages of a minimum 10 -ton static roller within open areas or at least six coverages of a vibratory plate compactor for trench excavations. The subgrade should be observed as noted above and replaced with compacted structural fill as necessary. Pavement Areas: The proposed parking and drive areas should be stripped of existing fill. The resulting subgrade should be proofrolled, as outlined above, prior to placing common fill. Once proofrolling is finished, subgrade fills may be placed in lifts not exceeding 1 foot thickness and compacted to at least 92 percent of the maximum dry density as determined by ASTM D-1557, Method C. Pavement subgrade fill may consist of compacted common fill. Since the site will be raised as much as eight feet to meet design finish grade, dewatering will generally not be required to complete the earthwork activities related to the construction of foundations for the office building. However, dewatering will likely be required. to__remove_the existing building foundations and associated backfill from the proposed office building area, and to complete the construction of the proposed retaining wall. Groundwater is anticipated to be 1 to 2 feet below existing ground surface.,: It is expected that dewatering may be accomplished by the use of localized drainage ditches and multiple filtered sumps. Sumps should be located at a suitable depth to lower groundwater at least 2 feet below the excavation subgrade in order to minimize bearing surface disturbance during �,. construction of footings or utilities. The contractor should be required to maintain a dewatered and stable subgrade during construction. �- Efforts should be made to prevent surface water runoff from collecting in excavations. Subgrade soils �. which become unstable should be replaced with crushed stone or structural fill as necessary. Crushed stone, if used, should be underlain with a geotextile to avoid separation of fines from the subgrade. 1 Discharge of groundwater to surface water during construction may require permits from the Department of Environmental Protection. Page 12 April 9, 1998 Significant excavations related to the construction of building foundations are not anticipated since the site will be raised approximately 3 to 8 feet. However, the removal of existing foundations and associated backfill and the installation of retaining walls and utilities may require excavations on the order of 4 to 10 feet. The owner and the contractor should be aware of applicable local, state, and federal safety regulations, including current Occupational Safety and Health Administration (OSHA) excavation and trench safety standards. Construction site safety is the responsibility of the contractor, who shall be solely responsible for the means, methods, and sequencing of construction operations. The contractor should be aware that slope height, slope inclination, or excavation depths (including utility trenches) should not exceed those specified in OSHA Health and Safety Standards for Excavations, 29 CFR Part 1926. Such regulations are strictly enforced and, if not followed, the owner, the contractor, or earthwork or utility subcontractors could be liable for substantial penalties. During earthwork operations, it is recommended that a qualified geotechnical engineer or his/her representative be on-site full-time to review earthwork activities, such as excavation of unsuitable soils, preparation of footing and slab subgrades, and suitability of backfill soils. During the placement of fill, compactive efforts should be evaluated by field density testing. JGI would be pleased to -provide these services. It is recommended JGI be given the opportunity to review final design drawings and specifications prior to bidding to evaluate the appropriate implementation of the recommendations provided herein. Furthermore, due to the potential for, and effect of changes in proposed finish grades, we should re- evaluate bearing capacities and dewatering issues should grades significantly vary from those presented herein. By completing this review prior to the bidding process, the potential for misinterpretation of these recommendations by the bidders may be reduced. r Page 13 April 9, 1998 We trust the content of this report satisfies your present needs. If you have questions, please contact our office. We thank you for this opportunity to have been of service to you and look forward to continuing our work with you during the construction phase of this project. Very truly yours, JAWORSKI GEOTECK INC. Michael A. Ciance, P.E. Lawrence J. Dwyer, P.E. /mm cc: Attachments ? w—, N 0 4% 0�� W knk 0 _)'K x A........ at! 141, 77 i 17 N, IRV �N tem. V j 7 iYf ..1 N v. f I c/7 SCALE 1:25 000 L ===42 0 1 MILE 1 D�o O r 1 00 00 T 3000 4000 — 50�6 00 7000 FEET f - I l I KILOMETER CONTOUR INTERVAL 3 METERS NATIONAL GEODETIC VERTICAL DATUM OF 1929 : r 1 CENTIMETER ON THE MAP REPRESENTS 250 METERS ON THE GROUND PROJECT: HILLSIDE AVE. Sc ROUTE 125 — OFFICE BUILDING FIGURE I —NORTH ANDOVER, MASSACHUSETTS PROJECT No. N98181 SITE DATE: MARCH 1998 LOCATION JAWORSIG x A m ('ll I6 U7 In L7) O L n �Q 1— CD 3 I Q cu Lb CXD IT CD m (T i m 0) rn ti i U') U uj 7 O Q LZ i IAIL FROM MARCHIONDA do ASSOCIATES OF STONEHAM, Lo a mm IN r -i 3. THE PLAN WAS UNTITLED AND UNDATED. 07 Op 000 m pp o THROUGH JB -5 WERE ADVANCED ON MARCH 27 do 30. OCD 41FCO oz co co 0) V OPERATED BY CDN -TEC, INC. OF CONCORD. NEW = � p Q P Z � UD -t THROUGH JTP-5 WERE EXCAVATED ON MARCH 27, JTjL Um I OPERATED BY DONAHOE EXCAVATING OF WILMINGTON, N O p J �� PLORATIONS WERE CONDUCTED UNDER THE DIRECTION OF p Z -� m Ir O ERRY, NEW HAMPSHIRE. V 1 0 Q OF THE SUBSURFACE EXPLORATIONS WERE DETERMINED BY Q w) M 0 Y U TING SITE FEATURES. THESE LOCATIONS SHOULD BE = N Lil W HE DEGREE IMPLIED BY THE SURVEY METHOD USED. w w I- Q O TO THE ILLUSTRATION OF THE APPROXIMATE LOCATIONS OF a O U) Q- ERTINENT SITE FEATURES. ANY OTHER USE OF THIS PLAN PROHIBITED. LEGEND: JB -1 ® TEST BORING ;;TTP -4 TEST PIT t A J: t h t t A A 3 3 f �L A 4 4 4 �. .tom►—/ 25 SEC --- _ . �11- 00 WETS GRAPHIC SCALE 0 30 60 120 ( IN FEET ) 1 inch = 60 !t we- Lo IN r -i O E" IF 07 �Z -1w O 1 OCD CQ 1.4 I..i� f2e, Q 0-4 V 1 W V1 O �z � we- A O .z _N W y ti to N W) N � v) N ^c3 v1 N to N to N Vn N � U A O 2O CCl � U En a i. O N N 00 a CD � —4 oo W W � O aS w N Wn O v) O to W) rA O 4-4 v) 4 .1OCV M N a o r- N > O O O O �z O O CIS O O O +�+ O .z _N W y ti to N W) N to N v) N Ln N v1 N to N to N Vn N v1 N U O O 2O H •19 ami a O CD � O o w Wn O v) O to W) O O 4-4 v) 4 .1OCV M N V N �-- N r- N N o O O O O O O O O O O +�+ qqt lzt "tt ICT IT qt It qt It N N N N N N N N N N 0 O CA O O O C13N > I Cd O O O O O O O O O O N O O O O O O O O O O a a ti to N W) N to N v) N Ln N v1 N to N to N Vn N v1 N U O O 2O H •19 ami a CD � o Wn O v) O to W) O O to v) 4 .1OCV M N V N �-- N r- N N -- N N M N d' N N a H +�+ O CA O O C13N > I Ew N N N N N O O ti o 03 ti Q b0 -Cd 0 0=� D -d E 'fl C)OOOo 00000. O 4: Cd E 00 a: W ZIM �t N d N M � N V 't N V1 'T N d ey N �n � N V1 �t N M IT N 'c}' N U O 0 'O 0 ti p. cd W b p rCIS N .35 b O O 0 W O G a a TABLE 2 Hillside Avenue and Route 125 Office Building North Andover, Massachusetts Project No. N98181 G Gradation Specifications Notes: ' Three inch maximum particle size within 12 -inches of slab grade. 2 From Commonwealth of Massachusetts Highway Department Standard Specifications for Highways and Bridges, Section M1.03.0, type b. 4/8/98 Percent Passing by Weight Sieve Structural' Gravel 2 Size Fill Borrow 8" 100 - - 3" 70-100 - - 3/4" 45-95 -- 1/2" - - 50-85 No. 4 30-90 40-75 No. 10 25-80 - - No. 40 10-50 8-28 No. 200 0-12 0-10 Notes: ' Three inch maximum particle size within 12 -inches of slab grade. 2 From Commonwealth of Massachusetts Highway Department Standard Specifications for Highways and Bridges, Section M1.03.0, type b. 4/8/98 1. The analyses, recommendations, and designs submitted in this report are based in part upon the data obtained from preliminary subsurface explorations. The nature and extent of variations between these explorations may not become evident until construction. If variations then appear evident, it will be necessary to re-evaluate the recommendations of this report. 2. The generalized soil profile described in the text is intended to convey trends in subsurface - conditions. The boundaries between strata are approximate and idealized and have been r.. developed by interpretation of widely spaced explorations and samples; actual soil transitions are probably more gradual. For specific information, refer to the individual test pit and/or boring logs. Water level readings have been made in the test pits and/or test borings under conditions stated on the logs. These data have been reviewed and interpretations have been made in the text of this report. However, it must be noted that fluctuations in the level of the groundwater may occur due to variations in rainfall, temperature, and other factors differing from those at the time the measurements were made. 4. It is recommended that this firm be given the opportunity to review final design drawings and specifications to evaluate the appropriate implementation of the recommendations provided herein. 5. In the event that any changes in the nature, design, or location of the proposed areas are planned, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and conclusions of the report modified or verified in writing by Jaworski Geotech, Inc. QGI). ,( . Construction 6. It is recommended that this firm be retained to provide geotechnical engineering services during the earthwork phases of the project. This is to observe compliance with the design concepts, �✓ specifications, and recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to the start of construction. Use of Report 7. This report has been prepared for the exclusive use of Mesiti Development Corporation in �- accordance with generally accepted soil and foundation engineering practices. No other warranty, expressed or implied, is made. L L L 8. This letter report has been prepared for this project by JGI. This report was completed for preliminary design purposes and may be limited in its scope to complete an accurate bid. Contractors wishing a copy of the report may secure it with the understanding that its scope is limited to evaluation considerations only. 9. This report contains comparative cost estimates for the purpose of evaluating alternatives. These estimates involve approximate quantity evaluations. It should be noted that quantity estimates are not accurate enough for construction bids. Since JGI has no control over labor and materials cost and design, the estimates of construction costs have been made on the basis of experience. JGI does not guarantee the accuracy of cost estimates as compared to contractors' bids for construction costs. s .t L I ' L L TEST BORING LOG PR4JE;CT k+a41WIE Hillside Ave. & Route 125 Office Bldg. �A'1il(3N: ;North Andover, Massachusetts PR(aJF T NU ; s N98181 DATE STMT March 27, 1998R?+ March 27, 1998 iCAsrltG laAl►14FLE[t '.Dl+ 8(IR1P GNO T&1 % 1ICATItiN .See Plan Si3RFalEU +/- TYPE: HSA SS SIZE: 4 1/4 "ID 2" OD 140 lbs. 30" (�RINiGO GI i�t6PEC"(3R, Con -Tec, Inc. Bow, New Hampshire George M. Bosa tYRX?TiNi1WA'1'R D115ERYACiNS DATE DEPTH CASING AT STABILIZATION PERIOD 3/27/98 1.0' 0 30 min 10 1 SS4 10-12' 21-52 24"/20" SS -4: Very dense, grey, SILT, some medium to fine SAND, 0 50-80 trace Gravel, damp. 15 SS -5 15-17' 20-39 16"/12" SS -5: Similar to SS-4,little Gravel. 0 100/4 20 SS 6 20 22' 40-51 24"/20" SS -6: Similar to SS -4, some Gravel. 0 11 6063 25 SS -7 25-27' 45-100/5 I1"/11" SS -7: Similar to SS -4, some Gravel with weathered Rock. 0 (Till) Exploration terminated - 27.0'. 30 ;S: (1) As referenced to benzene using an HNu Photoionization Detector (PID) Model PI 101 with 11.7 eV lamp, reported in parts per million. Proportions used: trace (1-10%), little (10.20%). some (20-35%), and (35-50%) Cohesive Consistency (Blows/ft.) Cohesion's Density (Blows/ft.) = very soft 02 very loose 0-4 soft 24 loose 4-10 0 o medium stiff 4-8 medium dense 1030 0ep0 0 0 oo�oQopCOp�ojoi Stiff 8-15 dense 3050 JAWORSvery stiff 15-30 very dense 50+ hard 30+ �0� INC.Remarks: The stratification lines represent the approximate boundary between soil types and the transition may be gradual. IN level readings have been made in the drill holes at times and under conditions stated on the boring logs. Fluctuations in the groundwater may occur due to other factors than those presented at the time measurements were made. Sample Description Stratum Change (ft.) PID/OVM Reading (1) t Penetr/ No. Depth Blows/6" Recovery SS -1 0-2' 2-1 24"/14" SS -1: Very loose, dark brown, organic SILT, little fine Sand. (Fill) 2.0' 0 0 0 1-4 SS -2 1 2-4' 5-5 24"/4" SS -2: Loose, brown, medium to fine SAND, some Gravel, little Silt, wet. _ _ _ _ SS -3: Dense, grey/brown, coarse to fine SAND, and Gravel, trace Silt, wet. (Glaciofluvial) 5.0' 6.5' 5-6 5 SS -3 4-6' 11-15 24"/24" 20.19 10 1 SS4 10-12' 21-52 24"/20" SS -4: Very dense, grey, SILT, some medium to fine SAND, 0 50-80 trace Gravel, damp. 15 SS -5 15-17' 20-39 16"/12" SS -5: Similar to SS-4,little Gravel. 0 100/4 20 SS 6 20 22' 40-51 24"/20" SS -6: Similar to SS -4, some Gravel. 0 11 6063 25 SS -7 25-27' 45-100/5 I1"/11" SS -7: Similar to SS -4, some Gravel with weathered Rock. 0 (Till) Exploration terminated - 27.0'. 30 ;S: (1) As referenced to benzene using an HNu Photoionization Detector (PID) Model PI 101 with 11.7 eV lamp, reported in parts per million. Proportions used: trace (1-10%), little (10.20%). some (20-35%), and (35-50%) Cohesive Consistency (Blows/ft.) Cohesion's Density (Blows/ft.) = very soft 02 very loose 0-4 soft 24 loose 4-10 0 o medium stiff 4-8 medium dense 1030 0ep0 0 0 oo�oQopCOp�ojoi Stiff 8-15 dense 3050 JAWORSvery stiff 15-30 very dense 50+ hard 30+ �0� INC.Remarks: The stratification lines represent the approximate boundary between soil types and the transition may be gradual. IN level readings have been made in the drill holes at times and under conditions stated on the boring logs. Fluctuations in the groundwater may occur due to other factors than those presented at the time measurements were made. TEST BORING LOG PROJECT NAME.Hillside Ave. & Route 125 Office Bldg. AT)EtiATs North Andover, Massachusetts PROJECT rT(%, N98181 p'1!,STARIG March 27, 1998 SATE END::: March 27, 1998 CAS[+IG 1. rAA1PlR Site 1 C3F I HOkxI{?TG IYO 1B 2 iX#Iw"C4(3N iSee Plan SIiltF#CE1 L `: 244.0' +/- TYPE: HSA SS SIZE: 4 114 "ID 2" OD BANANER FALd+ 140 lbs. 30" BORii�iG C4.A'ON FORE%; INSPEC'tiR. ' Con Inc. Bow, New Hampshire George M. Bosa R 11 tI)�?Ct ''J R QBSPii� 0--.01 A 'I(� iS DATE DEPTH CASING AT STABILIZATION PERIOD 3/27/98 2.0' 15 min. Depth Depth Penetr/ Blows/6" Recovery Sample Description Stratum Change (ft.) PID/OVM Reading (1) SS -1 0-2' 3-3 24"/8" SS -1: Loose, dark brown, organic SILT, trace fine SAND. (Fill) 2.0' 0 0 0 3-3 SS -2 2-4' 5-8 24"/18" SS -2: Medium dense, greyfbrown, SILT, some medium to fine Sand, trace Gravel, damp. SS -3: Similar to SS -2, dense, little Gravel. soft 2-4 loose 4-10 10-12 5 SS -3 4-6' 10-14 24"/18" 19-31 10 SS -4 10-12' 20-33 24"/24" SSA: Similar to SS -2, except very dense, with weathered 0 60.47 Rock, damp. 15 SS 5 15-17' 26.58 15"/16" SS -5: Similar to SS -4, except grey. 0 75/4 SS -6 1 20-22' 1 85-55 1 16"/16" ISS -6: Similar to SS -5. I I 0 25 SS -7: Similar to SS -5. 27.0' 0 SS -7 25-27' 31-62 24"/18" 75-89 Exploration terminated - 27.0'. 30 ;S: (1) As referenced to benzene using an HNu Photoionization Detector (PID) Model PI 101 with 11.7 eV lamp, reported in parts per million. Proportions used: trace (1-10%), little (10-20%), some (20-35%), and (35-50%) - . Cohesive Consistency (Blows/ft.) Cohesionless Density (Blows/ft.) very soft 0 2 very loose 0-4 soft 2-4 loose 4-10 o medium stiff 4-8 medium dense 10-30 o stiff 8-15 dense 30-50 very stiff 15-30 very dense 50+ Shard JAWOR��.rKI 30+ �O' INC. The stratification lines represent the approximate boundary between soil types and the transition may be gradual. Water level level readings have been made in the drill holes at times and under conditions stated on the boring logs. Fluctuations in the groundwater may occur due to other factors than those presented at the time measurements were made. No. Dept SS -1 0-2' SS -2 2-4' 5 SS -3 4-6' TEST BORING LOG Hillside Ave. & Route 125 Office Bldg. North Andover, Massachusetts N98181 March 27, 19988 March 27, 1998 13111ZATION PERIOD CA5IING SAMPIIt TYPE: HSA SIZE: 4 114 "ID SS 2" OD Reading (ft.) 140 lbs. 30" Con -Tec, Inc. BOW, New Hampshire George M. Bosa 1.5' tYROiJND�'VVAER O1 DATE DEPTH CASING AT 3/27/98 1.5' Blows/6" 2-1 1-2 10.12 15-15 23-20 1 10 SS -4 10-12' 30-30 33-46 Sample Penetr/ Description tecovery 24"/16" SS -1: Very loose, dark brown, organic SILT and fine Sand. (Fill) 24"/18" SS -2: Medium dense, grey/brown, SILT, some medium to fine Sand, little Gravel, trace Clay. 24"/18" SS -3: Similar to SS -2, very dense. 24"/24" SS -4: Very dense, grey, SILT, some GRAVEL and medium to fine Sand, with weathered Rock, damp. 15 SS -5 1 15-16' 1 80-50/1 1 7"/7" SS -5: Similar to SS -4. 20 SS -6 20-21' 1 52-10015 ll"/10" SS -6: Similar to SS4. Exploration terminated - 21.0'. 25 30 plan tTIONS 13111ZATION PERIOD 15 min Stratum PID/OVM Change Reading (ft.) (1) 0 1.5' 0 0 0 0 21.0' 0 IS: (1) As referenced to benzene using an HNu Photoionization Detector (PID) Model PI 101 with 11.7 eV lamp, reported in parts per million. Proportions used: trace (1-10%), little (10-20%), some (20-35%), and (35-50%) . Cohesive Consistency (Blows/ft.) Cohesionless Density (Blows/ft.) very soft 0-2 very loose 0.4 soft 24 loose 4-10 o medium stiff 4-8 medium dense 10-30 00 o°ovo o stiff 8-15 dense 30-50 0 o e=do oa° o o verystiff 15-30 very dense 50+ JAWORSKI hard30+ C7E'� INC. The stratification lines represent the approximate boundary between soil types and the transition may be gradual. Water ji=ings have been made in the drill holes at times and under conditions stated on the boring logs. Fluctuations in the groundwater may occur due to other factors than those presented at the time measurements were made. i TEST BORING LOG PR4JEt.'T T+TME* Hillside Ave. & Route 125 Office Bldg. CAS1a+IGi1lPlvER SHEET 1 of i 1',['i North Andover, Massachusetts TYPE: HSA. SS iat7[iAVGNO 7B-4 PRbJEt,"1' NES., N98181 SIZE. 4 114 "ID 2 OD iX71CTICEN See Plan March 27, 1998 DAA ENS. March 27, 1998 1401bs. 30"513t...... BORING S. Con -Tec, Inc. (xRIC?UI+iT;'WA 'ER UB5ERYa�IU0 CCi ,,OC/1'Tl<(1rNFBow, New Hampshire DATE DEPTH CASING AT STABILIZATION PERIOD F+QREIVN' George 3/30/96 30 min JGI II�+tSPE"fi4lt. M. Bosa NO:rN7r Sample Stratum PID/OVM RiDe - Penetr/ Description Change Reading No. Depth Blows/6" Recovery (ft.) (1) SS -1 0-2' 3-3 SS -1: Dark brown, loose TOPSOIL, mixed with fine to 0 4-4 medium Sand. 2.0' SS -2 2-4' 4-10 SS -2: Light grey, medium dense, fine SAND, and 0 15-15 Silt. 4.0'- 5 SS -3 4-6' 17-19 SS -3: Light brown, dense SILT and fine to coarse 22-32 1 Sand, trace fine Gravel. 0 SS -4 19-31 8486 15 SS -5 15-17' 21-38 61-100 25 Light grey/brown, very dense, SILT, some fine to coarse Sand, little fine to coarse Gravel. SS -5: Light Grey/brown, very dense, SILT, some fine to coarse Sand, little fine to coarse Gravel. Light grey, very dense, SILT, some fine to coarse Sand, trace Clay in occasional 1/8" layers. ation terminated - 21.4'. Typed Driller's Field Log. 0 0 0 Proportions used: trace (1-10%), little (10-20%), some (20-35%), and (35-50%) sive Consistency (Blowslft.) Cohesion's Density (Blows/ft.) soft 0-2 very loose 0-4 2-4 loose 4-10 um stiff 4-8 medium dense 10-30 8-15 dense 30-50 Stiff 15-30 very dense 50+ 30+ irks: The stratification lines represent the approximate boundary between soil types and the transition may be gradual. readings have been made in the drill holes at times and under conditions stated on the boring logs. Fluctuations in the idwater may occur due to other factors than those presented at the time measurements were made. TEST BORING LOG PRTAM£. Hillside Ave. & Route 125 Office Bldg. MI,EIti t.`A5Nta TAI' ii &lH I t)F 1 itilrllOk+T North Andover, Massachusetts TYPE: HSA Ss SOYtlNG lYb :78-5 PRS I+TO.� N98181 SIZE: 4 1/4 "ID 2 OD i,C)C'AO1�I See Plan DA'' BT3tT March 27, 1998 HAIuIER FAxd, DATE END:' March 27, 1998 140 lbs. 30" S13HhAiIr BORING Ct) Con -Tec, Inc. tarltlDiINIWATR OSPIZYATICIT'fS �{) LQCTi(iN. BOW, New Hampshire DATE DEPTH CASING AT STABILIZATION PERIOD h'OitEi111�1� George 3/30/98 15 min. GI:INS'E1'OR.: M. Bosa L Sample Stratum PID/OVM Depth, Penetr/ Description Change Reading Depth Blows/6" 'Recovery (ft.) (1) SS -1 0-2' 1-6 SS -1: Light brown, medium dense, fine to coarse SAND, 0 7-3 little fine to medium Gravel, little Silt, trace Organics. SS -2 2-4' 4-3 SS -2: Similar to SS -1. 0 6-10 5 SS -3 4-6' 8-10 SS -3: Light grey/brown, medium dense, SILT, fine to 0 12-15 coarse Sand, trace fine to medium Gravel. 10 SS -4 10-12' 2549 SS -4: Light grey/brown, very dense, SILT. some fine 0 84-86 to coarse Sand, little fine to coarse Gravel. 15 SS -5 15-16.3' 30-53 SS -5: Grey, very dense, SILT, some fine to coarse 0 100/4 Sand, trace fine to medium Gravel. 20 SS -6 20-22' 54-48 SS -6: Grey, very dense, SILT, some fine to coarse Sand, 0 40-54 trace fine to medium Gravel. Exploration terminated - 22.0'. 25 Note: Typed Driller's Field Log. 0 30 S: 50+ Proportions used: trace (1-10%), little (10-20%), some (20-35%), and (35-50%) _ = Cohesive Consistency (Blowsift.) Cohesionless Density (Blows/ft.) very soft 0-2 very loose 0-4 soft 2-4 loose 4-10 0 o medium stiff 4-8 medium dense 10-30 o stiff 8-15 dense 30-50 0000 ov op v°ooa very stiff 15-30 very dense 50+ JAWORSKI hard 30+ /!)CO /'�tfi' INC.Remarks. The stratification lines represent the approximate boundary between soil types and the transition may be gradual. Water ax. i ECC a. level readings have been made in the drill holes at times and under conditions stated on the boring logs. Fluctuations in the groundwater may occur due to other factors than those presented at the time measurements were made. TEST PIT LOG M. Bos ....... . . . WPM.4 lisee Plan R ... Fair, 60's - 70's i2,".O' . . . . . . . . . . . . .. . . . . . . . . . . . . . . B .... .... * ....... . .. DATE TME DEPTH NOTES 3/27/98 4 hrs 5.0' Water creeping in at 2.5'. Boulder PID/OVM I Size/Count I Reading '(1) 1.0 4.4 TEST PIT LOG Boulder I PUD/0VM Size/Count Reading (1) 0.8 0.6 TEST PIT LOG Hillside Ave. & Route 125 Office Bldg N 1 01 JTP 3 North Andover, Massachusetts M. Bosa 11iii 011!lisee Plan N98181 ....... . . . . . . . . . . . . . . . . . ............ .......... ......... ........ ....... ..... . . . . . . . March 27, 1998 ............. ... .......... Fair, 60's 70's S.- W.- 11 K1 L 245.0' + Donahoe Excavating DATE TEWE DEPTHNOTES flpRAT{)ih Jerry Donahoe, Jr. 3/27/98 3 hrs 7.0' D $416B �.k 0.25 c.v. A15 ft. L L* Boulder P1D/OVM i Size/Count I Reading (1) 1.4 0 TEST PIT LOG Boulder PED/OVM Size/Count Reading (1) Im I M 0 - I E TEST PIT LOG OW Hillside Ave. & Route 125 Office Bldg.�G'r1I+Y)12' (ft.) . �SRTP`�*i�T.. • llsTION: Size/Count Reading (1) North Andover, Massachusetts M. Rosa TATION See Plan N981811• Brown, fine SAND, some Silt, trace Gravel. March 27, 1998 (Glaciofluvial) Fair, 60's - 70's tS[;ii(:E+i- 2 A'VAO1Q'11':.:...:: Grey/brown, medium to fine SAND, and Silt, trace Gravel. :. i�xRA'BS'1Cat'A()NS • - �C 1 CTQR: ..... M. Bosa DATE TE%IE DEPTH NOTES ;4 #)tA'4R: Fair, 60's - 70's 3/27/98 3 hrs 7.0' MAi E" CAT +4Dja 416B w Water creeing in at 1.5'. 0.25 c.v.C%15 ft. 7 E Depth Stratum Boulder PED (ft.) Change'Q �SRTP`�*i�T.. Size/Count Reading (1) 0.75' Dark brown, organic SILT, and fine Sand. (Fill) 1 Brown, fine SAND, some Silt, trace Gravel. 1.5' (Glaciofluvial) 1.6 _ 2 Grey/brown, medium to fine SAND, and Silt, trace Gravel. 3 4 5 w 6 7 8 9 0.4 10 (Till) Excavation terminated - 10.0'. f 11 �- 12 L 13 14 . 15 16 i� NOTES: (1) As referenced to benzene using HNu Photoionization Detector (PID)TD11�'+iONS t with 11.7 eV lamp, reported in parts per million. Length: Width: Depth: w � 12.0' 3.0' 11.0' o 0 REMARKS: The stratification lines represent the approximate boundary between soil types and the transition may be GD o° o A.v,0 0.0 a o . gradual. Water level readings have been trade in the test pits at times under conditions stated on the test pit JAWORSKI y logs. Fluctuations in the level of the groundwater may occur due to other factors than those present at the GEOTECH, INC. tom. time measurements were trade. Proportions Used: trace (0-10%), little (10-20%). some (20-35%). and (35-50%) L a8 ©� rT • • March 16, 1999 Mr. Michael Medeiros Mesiti Development Corporation 11 Old Boston Road Tewksbury, MA 01876 re: Supplemental Geotechnical Evaluation Hillside Avenue & Route 125 Office Building North Andover, Massachusetts Dear Mr. Medeiros: SERVICES MAR 1999 ® Geotechnical O Environmental 0 Construction 0 Underground Tank W Materials Testing Advance Copy by Fax Project No. N98181G Jaworski Geotech, Inc. is pleased to provide this letter regarding a supplemental geotechnical evaluation completed for the above -referenced project. In particular, our services included reviewing the findings and recommendations presented in our April 9, 1998 geotechnical report, as they pertain to the recent modifications to the proposed building configuration. Our work was conducted in general accordance with your verbal authorization on March 9, 1999. This letter supplements our April 9, 1998 report, and is subject to the Limitations included in that report. At the time of our report, the configuration of the proposed four-story office building was not finalized. The lowest finish floor was anticipated to be at approximately elevation (El) 250.5 to El 251.0 feet. Abasement was not anticipated. We understand the finalized building configuration has a partial basement, as well as an elevator pit. The first floor, basement, and elevator pit elevations are planned at El 249.0, 239.0, and 23 5. 0 feet, respectively. The partial basement, which has a plan area of approximately 23 feet by 50 feet, is planned within the west -central portion of the building. The elevator pit is planned within the central portion of the building, adjacent to the east basement wall. The elevator pit dimensions are not known at this time; however, it is anticipated to have dimensions no greater than 8 feet by 8 feet. As described in our April 9, 1998 report, the subsurface conditions generally consist of fill underlain by natural glaciofluvial sand or till. Groundwater was generally encountered within the explorations at approximately El 242 feet (about 1.0 to 2.5 feet below ground surface), which coincides with the water elevation in the adjacent wetland. @ 150 Zachary Road ❑ 44 Wood Avenue, Unit #4 ❑ One Hartford Square, Unit #19 Manchester, NH 05109-5614 Mansfield, MA 02048-1255 New Britain, CT 06052-1161 (605) 647-9700 Fax 647-4452 (508) 557-6100 Fax 261-1548 (860) 225-6100 Fax 229-9567 Internet Address: http://www.igi-geo.com Printed on 100% Recycled Paper Mr. Michael Medeiros Page 2 March 16, 1999 In general, the recommendations of our original report are appropriate for the finalized building layout. However, additional design recommendations and construction considerations are necessary. Our recommendations are as follow: DESIGN RECOMMENDATIONS Foundation Type and Design Criteria As previously recommended, the proposed building may be supported on shallow spread footing foundations bearing on a minimum 2 -foot -thick layer of compacted structural fill placed above the glaciofluvial deposit, or till. Existing fill is not a suitable bearing material and should be removed from the building area. The recommended maximum net allowable bearing pressure for footings is 6 kips per square foot. Based on the planned finish grade (El 248 feet), the bottom of exterior footings (except along basement walls) will be at or near existing ground surface. It appears that the required 2 -foot -thick layer of compacted structural fill will generally be met across the site, following the removal of existing fill. For basement wall foundations, it is recommended that footings be founded directly on undisturbed natural till, or on compacted structural fill or crushed stone placed above the till. The recommended maximum net allowable bearing pressure is as recommended above. The basis of the allowable bearing pressure (minimum dimensions and recommended depths) is discussed in our April 9, 1999 report. Floor Slabs The first floor slab is recommended to be designed to be soil -supported bearing directly on a minimum 12 -inch -thick layer of compacted structural fill. The existing fill layer below the slab is not suitable and should be replaced with compacted structural fill prior to raising grade. Basement and elevator pit slabs are recommended to be designed as soil -supported, bearing directly on a minimum 1.5 -foot -thick layer of compacted crushed stone, which will also facilitate dewatering during construction and serve as underslab drains, as discussed below. The recommended modulus of subgrade reaction (Ks) is unchanged. Lateral Earth Pressures The lateral earth pressures provided in our April 9, 1998 report neglected hydrostatic pressures, since basement walls were not anticipated, and site retaining wall designs would include free -draining backfill and drains at the bottom of the wall(s). Although perimeter and underslab drains will be Mr. Michael Medeiros Page 3 March 16, 1999 installed for planned basement and elevator pit walls, as discussed below, it is recommended that these building walls (non -yielding structures) be designed to include hydrostatic pressures. The recommended design criteria for non -yielding walls below groundwater level (El 242 feet) is as follows: Non -Yielding Wall Static Lateral Earth Pressure: (Saturated Till or compacted 125 pounds per structural fill as an equivalent cubic foot fluid unit weight ) Dampproofing and Foundation Drainage Based upon anticipated basement and elevator pit finish floor elevations (El 239 and El 235 feet, respectively), and a normal groundwater at El 242 feet, foundation perimeter and underslab drains will be required. Foundation perimeter or underslab drains are not necessary for the remaining portions of the structure. As previously recommend, drains should be placed behind retaining wall(s), ` in accordance with manufacturer's recommendations. Upon review of proposed finish grades, as well as invert elevations of proposed catch basins, utilizing a gravity drain system is not feasible. Therefore, an active drainage system will be required to pump the groundwater to daylight or an approved storm drain system. Discharge of groundwater to surface water, or an approved storm drain system, may require permits from the Department of Environmental Protection (DEP). Engineering analyses were performed to estimate the rate of groundwater flow for construction dewatering considerations and design of the permanent foundation drainage system. A conservative, but reasonable, range of soil permeabilities was estimated for the till, based on published data. The till is generally classified as grey/brown, medium dense to very dense, silt, some medium to fine sand, some to little gravel, therefore, estimated permeabilities conservatively range from approximately 5 x 10' to 1 x 10' centimeter per second. Based on the estimated soil permeabilities, depth and dimensions of excavations, plan areas of the finished basement and elevator pit, and a seasonal fluctuation in the groundwater level, groundwater infiltration rates may range from 1.0 to 10 gallons per minute. It is recommended that perimeter drains be installed along basement wall and elevator pit wall footings. A single underslab drain, located a minimum of 1.5 feet below the top of slab, is recommended beneath the basement area. The underslab drain should be oriented in a north -south direction, parallel with the building wall, along the center line of the basement area. The basement Mr. Michael Medeiros Page 4 March 16, 1999 and elevator pit slabs should be founded on a minimum 1.5 -foot -thick layer of compacted crushed stone to facilitate drainage and provide a suitable working surface during construction. Crushed stone should be underlain by a geotextile to prevent fines from migrating into the stone layer. Perimeter foundation and underslab drains may consist of 4 to 6 -inch -diameter perforated polyvinyl chloride or Advanced Drainage Systems drain pipe enclosed within 3/4 -inch crushed stone containing not more than 10 percent material that passes the No. 4 sieve. The drain should be encapsulated with a geotextile such as Mirafi 140N or equivalent. Perimeter and underslab drains should be sloped to allow for gravity flow and discharge to the sump. The sump and pump should be adequately sized to accommodate the estimated range of flow rates, discussed above. Since the drainage system is an active pumping system, there is the potential for the pump to fail under unusual conditions such as mechanical failure or power outages. Consequently, it is recommended that foundation walls backfilled above floor level be waterproofed in accordance with the Massachusetts Building Code requirements. CONSTRUCTION CONSIDERATIONS Subgrade Preparation Basement/Elevator Pit Floor Slabs: The basement and elevator pit subgrades, comprised of natural till, should be proofrolled with a minimum 1 -ton static roller. During the proofrolling process, the subgrade should be observed and unstable areas should be over -excavated to more competent material and replaced with compacted crushed stone. Basement/Elevator Pit Footings: Footing subgrade soil will generally consist of natural till or compacted crushed stone placed above the till. The till subgrades should be proofrolled with at least six coverages of a minimum 1 -ton static roller. The subgrade should be observed as noted above and replaced with compacted crushed stone, as necessary. The till has a relatively high silt content and will be sensitive to moisture and lose strength quickly when wet. Footing and slab subgrades will be below groundwater level; therefore, subgrades will be susceptible to disturbance if not protected. The project specifications should include provisions for the contractor to protect the bearing surface by over excavating and replacing the natural soil with compacted crushed stone, which will also facilitate dewatering. The depth of over -excavation is Mr. Michael Medeiros a Page 5 March 16, 1999 anticipated to be 6 to 12 inches below footing level. Crushed stone should be underlain by a geotextile. It is recommended that a unit price be provided before construction for over -excavation as necessary. Care must be taken to avoid disturbance to the till subgrade by excavating with a smoothed edge bucket and keeping construction traffic off the subgrade until the geotextile and fill layer are placed. Excavated till subgrades should not be left exposed overnight unless the forecast calls for above -freezing, clear conditions. Reuse of on-site Till Excavated till may be selectively reused as structural or common fill, provided it can be adequately compacted. However, due to its relatively high silt content this material will be sensitive to moisture and lose strength quickly when wet. Therefore, this recommendation is applicable during periods of construction when the climate and moisture is favorable for reusing a silty soil such as the on-site till. ` construction Dewatering Dewatering will be required to remove the existing building foundations and associated backfill from the proposed office building area, and to construct the proposed building basement and elevator pit. Dewatering may also be required to construct proposed retaining wall foundations. Groundwater is anticipated to be at approximately El 242 feet, which is about 5 to 9 feet above basement and elevator pit excavation depths, respectively. It is expected that dewatering may be accomplished by the use of localized drainage ditches and multiple filtered pumps. Pumps should be located at a suitable depth to lower groundwater at least 2 feet below the excavation subgrade in order to minimize bearing surface disturbance during construction of footings or utilities. The use of crushed. stone below footing level as recommended above will facilitate dewatering. As discussed in our April 9, 1998 report, the contractor should be required to maintain a dewatered and stable subgrade during construction. Efforts should be made to prevent surface water runoff from collecting in excavations. Subgrade soils which become unstable should be replaced with crushed stone or structural fill as necessary. Crushed stone, if used should be underlain with a geotextile to avoid separation of fines from the subgrade. Discharge of groundwater to surface water during construction may require permits from the DEP. d Mr. Michael Medeiros tl Page 6 March 16, 1999 Temporary Excavations Excavations ranging from approximately 4 to 12 feet deep are anticipated for the removal of existing foundations and associated backfill, the construction of the basement and elevator pit foundations, and the installation of retaining walls and utilities. The owner and the contractor should be aware of applicable local, state, and federal safety regulations, including current Occupational Safety and Health Administration (OSHA) excavation and trench safety standards. Construction site safety is the responsibility of the contractor, who shall be solely responsible for the means, methods, and sequencing of construction operations. The contractor should be aware that slope height, slope inclination, or excavation depths (including utility trenches) should not exceed those specified in OSHA Health and Safety Standards for Excavations, 29 CFR Part 1926. Such regulations are strictly enforced and, if not followed, the owner, the contractor, or earthwork or utility subcontractors could be liable for substantial penalties. V V We trust the content of this letter satisfies your present needs. If you have questions, please contact either undersigned at our New Hampshire office. We thank you for this opportunity to have been of service to you and look forward to continuing our work with you during the construction phase of this project. Very truly yours, JAWORSKI GEOTECH, INC. 14LO 0 0'-e Michael A. Ciance, P.E. ZawrenceJ. Dwyer, P.E. /etc 6 D E V E L O P M E N T G R O U P 11 April 10, 2000 Executive Quarters Project MD98-036 100 Andover Bypass North Andover, MA 01845 Table of Contents 1. Building Permit Application, Form U and Worker's Compensation Certification 2. Water and Sewer Permits 3. Affidavits and Structural Peer Review 4. Program of Structural Tests & Inspections 5. Technical Specifications 6. North Andover Planning Board Special Permit 7. North Andover Conservation Commission Order of Conditions 231 Sutton Street, Suite2F, North Andover, MA 01845 • Phone (978) 687-5300 • Fax (978) 557-8160 c 0 0 TOWN OF NORTH ANDOVER BUILDING DEPARTMENT '.PPL]CATION TO CONSTRUCT REPAIR, RENOVATE. CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING s Section for Official Use Onl i�'• Jam.. BUILDING PERMIT NUMBER: DATE ISSUED: SIGNATURE: Building Commissioner/1or of Buildings Date SECTIO�i::,1�. SITS`:Il�F'EDBMpTIQN;'.:_ 1.1 Property Address: 1.2 Assessors Map and Parcel Number. Map Number Parcel Numbs A jf7�/j�11/i/�, a.,,� �• A�� 1�� �/f5 V (/ L`7 �InfforrmU/atioon'n:: I/. 3YZoning Zoning Distrix Proposed Use 1.4 Property Dimensions: 'acv, is I Lot Area Fronts ft 1.6 BUILDING SETBACKS (ft) Front Yard Side Yard Rear Yard Required Provide , R=jiredP-ovided Required Provided sj, sv 1 7r 1.7 Water iSa�ply M.G.LC.JO. 54) 1.5. Flood Zane Infomncon: S Sewerage Dtq— System: Public �� Private L- Zana Outside Flood Zone anicipal On Sita Disp System p FROPERTYDWxKRS�AUM. M�A4 2.1 Owner of Rexord a6114e1-ZX5 Z/ - Name (Printf / Address for Service: Signature Telephone 2.2 Authorized Agent Name Print i Address for Service: Signature Telephone 3.1 Licensed Construction Supervisor Not Applicable Address License Number Licensed Construction Supervisor Expiration Date Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable Company Name omp Registration Number Address Expiration Date Signature Telephone D M O M Z Z M � ow SECTION 4 -WORKERS cO1+PE1vsATIOx(ALG.L C ISZ . � ZSc(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building rmit. 0—d affidavit Attached Yea ...... No ....... ❑ S TION 5 - PROFESSION DESIGN AND CONSTRUCTION SERVICES.. FO$ BUILDINGSAND STRUCTURES.SUB,TBCT>To CONSTRUCTION CONTROL PURSUANTTO M CMR 116 (CONTAESING MORE THAND 35,000 GF OF ENCLOSED SPACR) 5.1 Registered Architect: RV�-iNez1(1 - l�occ� Name: Address Signature Telephone 51 Registered PmfessionA.Bngineer(s)::; %67111 zZ�,X%11 F��� f�l� � i �. �--s i Name: Area of Responsibility �f Registration Number 'L Address: Expiration Date Signature Total a Not applicable �i .GJ !A�P, L ,� �✓ ///i�G (i'i i7' 3 -7 Registration Number Address Expiration Date Signature Telephone Area of Responsibility Name 61 -Z �` � Su ri i Registration Number Expiration Date Address Signature Telephone CC Area of Responsibility Name Address Registration Number / 7 G Signature Telephone Expiration Date "•_�-f EnEEllfti�nitlAfl�R' 'r Company Name: Not Applicable ❑ Responsible to Charge of Construction 'f-"nOIJ b AFSCAIJ TON OF PROPOSED.WORK (check aU applicable) w Construction Existing Building ❑ Repair(s) ❑ Alterations(s) 0 Addition 0 Accessory Bldg. ❑ Demolition 0 Other ❑ Specify Brief Description of Proposed Work: SWnON 7'- VSE,6ROUP AND CONSTRUCT' ?VTr E ;` USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly 0 A-1 0 A-2 0 A-3 0 —4 , A-5 0 IA 1 B 0 0 B Business Z 2A 2B 2C 0 0 0 C Educational ❑ F Factory 0 F-1 _ F-2 0 H High Hazard 0 3A 3B 0 I institutional 0 1-1 o I-2 0 1-3 0 M Mercantile 0 4 0 R residential 0 R-1 R-2 0 R-3 0 5A 5B 0 ❑ S Storage ' u S-1 a S-2 0 `" �Ttility 0 Specify: �. , vfixed Use 0 Specify: S Special U&e ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, .ADDITIONS AND OR CHANGE IN USE Existing Use Group: Hazard IInndex�7[8�0. CMR 34: I Proposed Use Group: Proposed Hazard Index 780 CMR 34: cExisting BUILDING AREA EXIS flNG if applicable) PROPOSED Number of Floors or Stories Include Basement levels 3 Floor Area per Floor (s Total Area st Total Height ft S I 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 L as Owner of the subject property 33y authorize to act on My behalf, in all matters relative two work authorized by this building permit application Signature of Owner Date I, /!i 'G /7i; /t: =i C�/� J 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 Date SECTION 11=ES.TMATED CN.COST Item Estimated Cost (Dollars) to be USF ONIiy Completed by permit applicant 1. Building /, (a) Building Permit Fee Multiplier 2 ElectricalCSG 1i �� (b) Estimated Total Cost of C / Construction from (6) 3 Plumbing 75,75Building Pcmu izr (a).x (b) 4Mechanical (HVAC) ZSC� 7 Fire Protection I 10 Total (I+2+3+1+5) Check Number NO. OF STORIES SIZE BASEMENT OR SLAB ��-!� SIZE OF FLOOR TIMBERS ISr2 NID 3 SPAN DEMENSIONS OF SILLS / DEMENSIONS OF POSTS 1U1 ,7, DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION /i /l/ /i THICKNESS SIZE OF FOOTING 1Z X X MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE �l FORM U - LOT RELEASE FORM romCINSTRUCTIONS: This farm is used to verify that all necessary approvals/permits from- C, Boards and Departments having jurisdiction have been obtai-ned. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. 1 `k""'APPLICRNT FILLS OUT THIS SECTtOP--"**. APPLICANT �SI� ���onIMeti� Cori PFCNE QZ$-�R�1-5300 LCCATICN: assessors ,mzc imumber a 1�'- FARCE_ SUEDIVISICN /L1 LO' (S) STnEET (6qQ Vtq� ST. NUMEE t *x OFFICIAL USE ONLY RECOMMENDATIONS OF TOWN AGENTS: CONSERVATION ADMINISTRATOR COMMENTS TOWN PLANNER COMMENTS FOCD INSPECTOR -HEALTH SEPTIC INSPECTOR -HEALTH COMMENTS DATE APPROVED DATE REJECTED DATE APPROVED DATE REJECTED DATE APPROVED DATE REJECTED_ DATE APPROVED DATE REJECTED PUELIC'N(DRKS-SEiVER1WATER CONNECTIONS De /,/,V -Z -163-0c) DRIVEWAY PERMIT 2 -00 UFIRE DEPAR T MEMT R=+�EiVED EY EUILCiNG iNSPECTCR Revised 5 im GATE 0 RKERS COMPENSATION AND EMPLOYER LIABILITY INSURANCE - POLICY INFORMATION PAGE NWA2413444-00 11312 United Pacific Insurance Company Renewal of NEW (Name of Insurer) 4 a=:IN: 02-0472819 1. The Insured/Mailing Address: (No. Street, Town, County ,State, Zip) A. Mesiti Development Corp. Attn: Tony Mesiti 231 Sutton St. Ste 2F North Andover, MA 01845 Other Workplaces not shown above: See Location Schedule 2. Policy Period: The policy period is from 09/03/1999 to at the Insured's Mailing Address. 3. Coverage: Issuing Office Lvnnf i eld, MA Agency Code, Name and Address International Risk Consultants,Inc. Hidden Valley Farm Lynnfield, MA 01940 I❑ INDIVIDUAL ❑ PARTNERSHIP ® CORPORATION OR I.D. No. 280253235 09/03/2000 12:01 A.M. Standard Time, A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: NH, MA B. Employer's Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident Bodily Injury by Disease $ 100,000 each employee Bodily Injury by Disease $ 500,000 policy limit C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here: All states except North Dakota, Ohio, Washington, West Virginia, Wyoming and states designated in Item 3.A. above. D. This policy includes these endorsements and schedules: See Schedule of Forms and Endorsements Attached 4. Premium: The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Classifications Code Premium Basis Rate Per Estimated See Schedule No. Total Estimated $100 of annual Annual Remuneration Remuneration Premium MA - DIA Assessment 0.040 170.00 Total premium subject to the experience modification $ 13,130 Premium modified to reflect experience modification of Sele Schedula $ 11,817 Other $ Total Estimated Standard Premium $ 10,985 Premium Discount, If applicable, See Schedule % $ -433 Loss and/or Expense Constant Charge $ 214 Minimum Premium $ 750 Total Estimated Annual Premium $ 10,766 If indicated below, interim adjustments of premium shall be made ❑ Semi -Annually ❑ Quarterly ❑ Monthly Deposit Premium $ 10,766 1013 tal Premium and Assessments 10,936.00 Countersigned Date OCT 5 IM By Authorized Representative Issue Date lo/c5/1999 THIS INFORMATION PAGE WITH THE WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY AND ENDORSEMENTS. IF ANY, ISSUED TO FORM A PART THEREOF, COMPLETES THE ABOVE NUMBERED POLICY. CJDL-6400 Ed. 4/84 Copyright 1987 National Council on Compensation Insurance WC 00 00 01 A WC 00 N009 02 0799 0 c N0 0' M APPLICATION FOR WATER SERVICE CONNECTION 7,90DNorth Andover, Mass. = �r 4-9---- Application � Application by the undersigned is hereby made to connect with the town water main in (—�I l(G51GYlcf ; subject to the rules and regulations of the Division of Public Works. The premises are known as No. or subdivision to no. G��j i 7' Owner Z1AA Address Contractor Addres Applicant's Signature N Street F", ss7 _ g 14r %F AL. /i1„1x,o% PERMIT TO CONNECT WITH WATER MAIN The Board of Public Works hereby grants permission to /v(�S �\�� L�i�L�L- , 7y / 7 to make a connection with the water main at /�f '�l ` �� ``e ���� Street subject to the rules and regulations of the Division of Public Works. Inspected by Date oard of P blit Works /17 By See back for rules and regulations 1482 X APPLICATION FOR SEWER SERVICE CONNECTION North Andover, Mass. F L 1 Application by the undersigned is hereby made to connect with the town sewer main in lam! /t �(S rGt� Sheet, subject to the rules and regulations of the Division of Public Works. The premises are known as No. or subdivision lot no. )2 A A t 1 I �✓ ( YGI C' Yt C B Owner Contractor 7 ;—I vel Street 2-3fCIZJh Address Address Applicant's Signature PERMIT TO CONNECT WITH SEWER MAIN The Division of Public Works hereby grants permission to"t��� ✓�en�l� to make a connection with the sewer main at / TJ C` �' �� /� DC CI Street subject to the rules and regulations of the Division of Public Works.. Inspected by Date EO Division of Public Works 1 By G� See back for rules and regulations 0 Date .... N2 1070 TOWN OF NORTH ANDOVER RECEIPT S`SACHU This certifies that ......... ....... 4,96V ........................ has paid ................. .... G.. i........ .... for..co Receivedby ................... ....... .............................. ...... .................. Department ........................ 7��h 'L ' .( ... WHITE: Applicant CANARY: Department PINK: Treasurer 0 Eo 0 •' OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER `'•-3- CONSTRUCTION CONTROL 1 j \KwY PROJECT NUMBER: 14D98-036 PROJECT TITLE: Executive Quarters PROJECT LOCATION: 100 Andover Bypass NAME OF BUILDING: Executive Quarters NATURE OF PROJECT: 60' x 100' x 3 story new office building;_ IN ACC RDANCE WITHA"RTICLE 116 OF THE MASSACL!UScE—i TS STATE BUILDING CODE. REGISTRATION NO. k1� c50a' BEING A REGISTERED PRCFESSiONAL ENGiNEER1ARCHITECH HERESY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT Q ARCHITECTURAL 9 S i RUCTURAL Q MECHANICAL Q r— FIRE PROTECTION U ELECTRICAL L__I OTHER (SPECIFY) CFOR THE ABOVE NAMED PROJECT ANO THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, CCMPUTA i IONS ANO SPECIFICATIONS ME=, THE APPLICABLE PROVISION OF THE MASaACHUSE77 S STATE BUILDING CODE. ALL ACCE?TABLE ENGINEERING PRATICES. ANC APPLICABLE LAWS ANC ORC(NANCES FOR THE PROPOSED USE ANO OCCUPANCY. 1 FUR-7�ER C==TFY PIAT 1 SHALL PERFCRM THE NECESSARY PROF`SSiONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION RUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCE=EDING IN ACCOROANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT ANO SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for ccnferrnance to the design ccncept, shop drawings, samples and other submittals which are submitted by the cc6tractor in acccrdance with the requirements of the ccnstructien dccuments. 2. Review and apprcvai cf the quality ccntrol precer+ures fcr ail cede -required ccntrciled materials. 3. Be present at intervals apprccriate to the. stage of ccnstruction to becc. ,e, generally familiar with the progress and quality of the wcrk and to determine, in general, if the wcrk is being performed in a manner ccnsistent with the construction dccuments. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PRCGRESS REPORT TCGE HER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON CONIPLE'i 10N OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR O CUPANC t� IG URE S C, ;BEDDAA.ND TO BEFORE ME THIS' J DAY OF �' -tom -� NCTArY FUELIC MY COMMISSICN E;<PIRE5—F-3 `y ' OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL CPROJECT NUMBER: 1ID98-036 PROJECT TITLE: Executive Quarters PROJECT LOCATION: 100 Andover Bypass NAME OF BUILDING: Executive Quarters NATURE OF PROJECT: 60' x 100' x 3 story new office building,,, IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE. /2o eV14 Z- -0 lD qV"'o /-I e- C'.9Qo- REGISTRATION NO. 7—q --,5-4y4 7 BEING A REGMTERED PROFESSIONAL ENGINEERIARC1, 11TECH HERESY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT Q ARCHITECTURAL Q STRUCTURAL Q MECHANICAL FIRE PROTECTiONO ELE'STRICAL OTHER (SPECIFY) OFOR THE ABOVE NAMED PRONE`, i AND THAT, TO THE BEST OF MY KNCWLEGE. SUCH PI.A.NS, COMPUTATIONS AND SPECIFtA71ONS MEE Tr --.E APPL ICABL= PROVISION OF THE MASSAC.-IUSc^1 i"S STATE BUILDING COCE. ALL AC EFTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY i r'AT I SHALL FErZi FORM THE NECESSARY PROFESSIONAL SERVICSS AND BE PRESENT ON THE CCNE—t RUCT10N SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT TIHE WORK IS PROCcE=DING IN ACCT ADANCc WITH THE OOCUMENTS APPRCVEO FOR THE BUILDING PERMIT AND SHALL SE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 Review, for cc nfcarance to the design cancept, shop drawings, samples and other subrrittals which are submitted by the contractor in accordance with the requirements of the construction dccuments. . 2. Review and appmfat of tfre gtcality ccntrcl procedures for all cede -required cantrelled materials. 3. Se present at intervals appropriate to the stage of canstruc icn to became, generally familiar_ with' the progress and quality of the work and to determine, in general, if the wcrk is being performed in a manner consistent with the construction documents. 9 �� RONALD PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A ^PROGRESS REPORT (o DAVID �i� tip TOGS HER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECT fR, r�`cAr� -i � .p�No. 24547 UPON CONIPLETION OF T'r'E WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. "" r� �` 11111/j/ SIGNATURE���i,•'i�CAT*i 2 � SUE RIEED AN SWORN TO BEFORE METHIS DAY OFMY.r COMMISSION EXPIRES ' ;2 DECEMBER 17,\Q�`i NG i ARY PUEL!C MY COMMISSION E:<P1RES� 2ooz G Y p1f6�'�\�\� ASSOCIATESANC S T R U C T U R A L E N G I N EER I N G CONSULTANTS April 3, 2000 Mr. Reiner Koch Koch Architects 36 Essex Road Ipswich, MA 01938-2532 Re: Executive Quarters North Andover, MA Structural Peer Review ODear Mr. Koch: 0 S A I PHONE 781.279.2223 FRX.222y Ll 5 1 maln street stoneham.ma 02180 We have performed a structural peer review of the plans and calculations for the above project as prepared by MetroWest Steel. Our review was performed in accordance with the Massachusetts State Building Code Section 110.11 and Appendix I. We have checked the design loads, design criteria and assumptions, and structural framing concepts, and performed design checks of representative components. The design as shown appears to conform to the provisions and requirements of the Massachusetts State Building Code. If you should require any further information please contact our office. Yours truly, OF Me,. EDWARD M. SAEBAGH STRUCTURALri and I. abba , P.E. Ao. 32759 a agh Associates, Inc. 0 N 0 Mickoon (Engineering 0[5gociateg Consulting Structural Engineers I 1 Larkin Lane Harwich, MA 02645 Tel: (508) 430-8600 Fax: (508) 430-9800 Program of Structural Tests and Inspections For Compliance with the 6th Edition of the Massachusetts State Building Code Project: Executive Quarters Location: 100 Andover Bypass, N. Andover, MA 01845 Owner: Mesiti Developmant Group Owner's Address: 231 Sutton Street, Suite 2F, N. Andover. MA 01845 Architect of Record: Rainer Koch, Koch Architects, Inc. Structural Engineer of Record: Dickson Engineering Associates This program of structural tests and inspections is submitted as a condition for issuance of the building permit in accordance with 780 CMR 1705.0 of the 6th edition of the Massachusetts State Building Code. The following firms, agencies, or individuals (herinafter refered to collectively as "agents") will perform the tests and inspections under the direction of the SER: Abbreviation Agent SER Dickson Engineering Associates BET Briggs Engineering and Testing The abbreviations will be used on the attached pages to identify which agent is performing the particular tests or inspections. Mckgon Cngineering Raociateg The following catagories of structural tests and inspections, if checked, are included in the program for structural tests and inspections for this project. The specific tests and inspections required for each category below, are listed on the page noted opposite the category. PaizeName Pae # PageName Page # Steel Construction 3 Controlled Structural Fill 6 Cast -In -Place Concrete 4 (Prepared Fill) Construction Curtain Walls (Wall Panels and 7 In -Situ Bearing Strata for 5 Veneers) Footings Light Guage Metal Framing 8 The following items of construction, if checked, are specified in the structural plans or specifications on a performance basis. In accordance with 780 CMR 1705.3.4. Their structural design will be reviewed by the SER and their construction is included in the program for tests and inspection of the attached sheets: ❑ Curtain Walls ❑ Metal Buildings ❑ Precast Concrete Components ❑ otherl ❑ Post -Tensioning Steel ❑ other2 ❑ Structural Steel Connections ❑ other3 The following items are excluded from this Program of Structural Tests and Inspections, since they are designed by other structural engineers not under the aegis of the SER and the SER was not retained to provide performance specification for their design. These other structural engineers must be assigned by the owner, architect, or construction contractor, as applicable, to be special SER's for their repective designs and to provide a program of structural tests and inspections for thier respective designs. None The tests and inspections to be performed under this Program are for quality assurance audits. Their implementation does not relieve the contractor or sub -contractors of their responsibilityfor quality control of the work and any design for which they are responsible Prepare Name: Signatu Firm: Dickson Engineering Associates Date: Wednesday, March 29, 2000 OF g 8.8ERNARO OICKSON STRUCTURAL No.27372 ►,�SS/ONAL'E t� Registration Seal Mickoon (engineering RE;5ocfateg Page 3 of Consulting Structural Engineers Project Name: Executive Quarters Steel Construction Item Description Agent Scope 1. Fabricator Certification/Quality Control SER Review each Fabricator's quality control procedures Procedures 2. Fabricator Inspection (1705.4.2 and SER Inspect in -plant fabrication, or review Fabricator's approved R1705.4.2) independent Inspection Agency's reports. 3. Material Certification SER Review for the conformance to the specifications. 4. Bolting BET Test and inspect bolted connections in accordance with specifications. Verify bolt size and grade. 5. Welding BET Check welder qualifications. Visually inspect fillet welds and test full -penetration field welds in accordance with specifications. 6. Sheer Connectors N/A Inspect for size and placement. Test for proper weld attachment. 7. Structural framing, Details and BET Inspect for size, grade of steel, camber, installation and connection Assemblies details. Check against approved construction documents and shop drawings. ^ 8. (C Open Web Steel Joists BET Inspect for size, placement, bridging, bearing and connection to structure. Visually inspect all welds of a minimum of 5% of the joists, randomly selected. 9. Metal Decking BET Verify gage, width, and type. Inspect placement, laps, welds, sidelap attachment and screws or other mechanical fasteners. Check wider qualifications. 10. Other 11. 141 Wednesday, March 29, 2000 Mich on (Engineering Ro ociateo Page 4of8 Consulting Structural Engineers Proiect Name: Executive Quarters Cast -In -Place Concrete Construction Item Description Agent Scope 1. Mix Design SER Review mix designs. 2. Materials Certification BET Review for conformance to specifications. 3. Batching Plant BET Review Plant quality control procedures and batching and mixing methods. 4. Reinforcement Installation BET Inspect reinforcing for size, quantity, condition and placement. 5. Post -Tensioning Operations (1705.6.4) NSA Inspect tensioning and anchorage of tendons. Inspect grouting of bonded tendons. 6. Formwork Geometry BET Inspect form sizes. 7. Concrete Placement BET Observe concrete placement operations. Verify conformance to specifications including cold -weather and hot -weather placement procedures. Perform slump, density and air content tests at point of discharge. 8_ --ti Evaluation of Concrete Strength BET Test and evaluate in accordance with the specifications. . J 9. Curing and Protection BET Observe procedures for conformance to the specifications. 10. Foundation Preparation BET Verify till foundation and slab -on -grade preparations, drainage and sub -grade preparation complies with the geotechnical report of Jaworski Geotechnic, Inc. dated march 16, 1999. 11. C Wednesday, March 29, 2000 i 'Wichoon (Engineering Ro ociate.5 Page 5 of Consulting Structural Engineers Project Name: Executive Quarters In -Situ Bearing Strata for Footings ' Item Description Agent Scope 1. Bearing strata for footings BET Inspect strata for conformance to the structural drawings, specifications, and/or geotechnical report. 2. Bearing surfaces of footings BET Inspect bearing surfaces for conformance to the requirements of the structural drawings, specifications, and/or geotechnical report. 3. Other BET See Item 10 "Foundation Preparation" of Cast -In -Place Concrete Construction section. 4. N i Wednesday, March 29, 2000 Mickoon (Engineering R000ciate.5 Page 6of8 Consulting Structural Engineers Project Name: Executive Quarters Controlled Structural Fill (Prepared Fill) Item Description Agent Scope 1. Fill Material BET Test material for conformance to specifications or geotechnical report. Perform laboratory compaction tests in accordance with the specifications to determine optimum water content and maximum dry density. 2. Installation of controlled structural fill BET Provide full-time inspection of the installation, in accordance with (780 CMR 1705.9.1 and .2) the specificatons and 780 CMR 1705.9.1 and .2. 3. Density of fill (780 CMR 1705.9.3) BET Perform field density tests of the in-place fill in accordance with the specifications and 780 CMR 1705.9.3. 4. Other BET Verify construction of slab -on -grade is in conformance to Jaworski Geotechnic, Inc. report dated March 16, 1999. 5. Le 0 Wednesday, March 29, 2000 'JuDickoon (Engineering Zf000ciateo Page 7of8 Consulting Structural Engineers Project Name: Executive Quarters Curtain Walls (Wall Panels and Veneers) ,1 Item Description Agent Scope 1. Precast Concrete Panels. NSA Perform structural tests and inspections as listed under category Precast Concrete Construction. 2. Light Gage Metal Framing for Panels. N/A Perform structural tests and inspections as listed under category Light Gage Metal Framing. 3. Proprietary Light Weight Curtain Walls N/A Review manufacturer's fabrication methods and quality control Systems. procedures. Review material certification, and inspect fabrication of structural framing, details, connections, and fasteners for comformance to SER approved submittals and the contract documents. 4. Masonry Veneers. BET Perform structural tests and inspections as listed under category Masonry Construction. Verify that relieving angles, ties to the backup structure, and other structural supports are installed in conformance with the contract documents and SER approved submittals. 5. Aluminum Welding NSA Review welding procedures and welding qualifications in accordance with AWS D 1.2. Observe performance testing of welds required by AWS D1.2. 6. Other BET Inspect Placement of masonry for conformance to the specifications. 7. 0 Wednesday, March 29, 2000 ~ Page 8 of 8 Mick on (Engineering zl000ciateo Consulting Structural Engineers Project Name: Executive Quarters Light Guage Metal Framing r Item Description Agent Scope 1. Fabricator's Quality Control Procedures. BET i Review fabricator's quality control procedures. 2. Material Certification. BET Review for conformance to contract documents. 3. Fabrication InspectionBET Inspect on-site fabrication. i 4. Installation BET Verify that type, size, quantity, location, details, and connections of framing members conform to SER approved submittals, and the contract documents. 5. Welding BET Check welders' qualifications. Verify that welding conforms to AWS specifications, SER approved submittals, and the contract documents. Visually inspect welds. 6. Other Fasteners BET Verify fastener type and installation procedures. Verify that fasteners conform to SER approved submittals and the contract documents. Verify that fasteners are installed tight. 7. Others � 8. Wednesday, March 29, 2000 c m N Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA TECHNICAL SPECIFICATIONS Client Site Engineer Architect Structural Engineer Mechanical and Electrical Engineer Interior Designer April 03, 2000 MESITI DEVELOPMENT CORP MARCHIONDA & ASSOCIATES KOCH ARCHITECTS METRO WEST STEEL McCABE ASSOCIATES S. P.A.C. E. North Andover MA Stoneham MA Ipswich MA Wrentham MA Salem NH Nashua f /�OCit- T7/'C�l-�ECf�J Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA TABLE OF COHMM Division 1 - General Requirements 01010 Summary of Work 01040 Coordination 01060 Regulatory Requirements 01061 Utilities Notification 01062 Code Classification and Reference 01200 Project Meetings 01300 Submittals 01400 Quality Control 01500 Construction Facilities and Temporary Controls 01600 Materials and Equipment 01700 Contract Closeout Division 2 - Skework 02100 Site Preparation 02200 Earthwork 02500 Paving and Surfacing 02525 Curbs 02580 Pavement Markings 02720 Storm water Drainage Drainage 02900 Landscaping Division 3 - Concrete 03100 Concrete formwork 03200 Concrete Reinforcement 03300 Cast -in -Place Concrete 03370 Finishes and Sealers 03600 Grout Division 4 - Masonry 04100 Mortar and Masonry Grout 04150 Masonry Accessories 04200 Masonry Veneer 04710 Simulated Stone 04720 Cast Stone Division 5 - Metals 05030 Metal Coatings 05100 Structural Steel Framing 05200 Steel Joists 05300 Steel Decking 05400 Cold -Formed Metal Framing 05500 Metal Fabrications N - Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA TABLE OF CONTENTS (continued) Division 6 -Wood and Plastics 06010 Lumber 06050 Fasteners and Adhesives 06100 Rough Carpentry 06122 Plywood 06190 Prefabricated Wood Joists and Trusses 06411 Plastic Laminate Casework Division 7 - The nW and Moisture Protection End of Table of Contents rVC/1' �� e 07150 Dampproofing 07180 Water Repellent Coatings 07190 Vapor and Air Retarders 07210 Building Insulation 07220 Roof and Deck Insulation 07311 Asphalt Roofing Shingles 07460 Siding 07530 Single Ply Membrane Roofing 07645 Preformed Flashing 07720 Roof Accessories 07900 Sealants and Joint Sealers Division 8 - Doors and Windows 08100 Steel Doors and Frames 08200 Interior Wood Doors 08400 Entrances and Storefronts 08520 Aluminum Windows 08700 Hardware 08800 Glass and Glazing 08900 Glazed Curtain Walls Division 9 -Finishes 09110 Metal Support Framing 09250 Gypsum Board 09510 Ceilings 09650 Resilient Flooring 09900 Painting Division 10 - Specialties 10155 Metal Toilet Compartments 10200 Louvers 10800 Toilet Room Accessories Division 14 - Conveying Systems 14240 Hydraulic Elevator End of Table of Contents rVC/1' �� e Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA ( DWWN 01 GENERAL REQUIREMENTS 01010 SUMMARY OF THE WORK 01. Site development of a 2.59 acre lot including a new building, parking areas, stormwater management systems and open, landscaped areas 02. Construction of a new 18 308 GSF, three story office building W 01040 COORDINATION 01. It is the contractor's responsibility to coordinate all work and obtain approvals as required during the project progress, from the client and architect, or their designated consultants or advisers. 02. The general contractor shall be responsible for the coordination of all sub -contractor's work and their performance. 03. Where building systems, such as structural, mechanical and electrical, are to be performed on a DESIGN -BUILD basis, it is the general contractor's responsibility to coordinate this work with the construction documents provided by the architect, obtain all state and municipal approvals and subsequential coordinate such construction and installation between all trades. 01060 REGULATORY REQUIREMENTS 01. All work shall be performed in accordance with all applicable codes, including but not limited to the following: 1. CMR 780 Massachusetts State Building Code 2. Local zoning, planning and conservation and historical commission regulations 3. State and local plumbing code 4. State and local electrical code 5. NFPA 101 - Life safety code 6. CMR 521 - Regulations for the use of building by the physically handicapped 7. OSHA - Standard #29 - CFR - 1926.59 8. ADA - Standard #28 - CFR - 36 02. The contractor is required to maintain current information on trade unions jurisdictional matters, regulations, actions and pending actions; and administer/supervise the performance of work, in a manner, which will minimize possibilities of disputes, conflicts, delays, claims or losses. 01061 UTILITIES NOTIFICATION 01. The contractor must notify "Dig -safe" by telephone, prior to performing any earth moving operations, including: digging, trenching, boring, site demolition, excavation, backfilling, grading or explosive work in all public ways and private property. 02. Notification by telephone shall be made in MA, ME, NH, RI, VT, at 1-888-344-7233, 72 hours prior to the commencement of the work, so that existing underlying utilities can be identified and field marked. 101 Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DNWN 01 GENERAL REQUIREMENTS (continued) 01062 CODE CLASSIFICATION AND REFERENCE 01. Building Name: 02. Site Address: 03. Floor Areas: 03. Use: 04. Type of Construction 05. Occupancy Load 01200 PROJECT MEETINGS Executive Quarters, Office Building 100 Andover By -Pass, Route 125, North Andover MA First Floor 6 044 GSF Second Floor 6132 GSF Third Floor 6132 GSF Tota! 18 308 GSF All Floors B -business (office suites) 3 B (noncombustible / combustible - unprotected) First Floor 60 Second Floor 61 Third Floor 61 Total 182 01. The contractor shall schedule and hold meetings throughout the process of the work, at regular intervals; make arrangements for meetings, prepare agenda with copies to participants, preside at meetings, record minutes and distribute copies within one (1) week to the architect, owner and participants and those affected by decisions made. 02. When required in individual specification sections, prior to commencing the work of that trade, hold a preinstallation conference at the work site, if possible in conjunction with the regularly scheduled project meeting. The attendance of parties directly affected, is necessary and the responsibility of the general contractor. 03. The owner reserves the right to call for conferences commencing with the date of substantial completion and continuing for one (1) year thereafter, for the purpose of inspecting the work and to plan corrections of any deficiencies or failures discovered during this period. 01300 SUBMITTALS 01. Provide the architect, through industry standard submittal procedures, with shop drawings, product data, samples, manufacturer's instructions and certificates for review and/or approval. 02. Shop drawings are required to be _,ztm;,.c-d for a,! shop fabricated assemblies and systems. 01400 QUALITY AND CONTROL 01. It shall be the contractors responsibility to monitor quality and control over suppliers, manufacturers, products, services, site conditions and workmanship, to produce the work. 02. The contractor shall verify all dimensions, as well as the site conditions and report any discrepancy to the architect before ordering materials and proceeding with the work. 03. All work shall be controlled as per section 116.0 of the commonwealth of Massachusetts state building code (sixth edition). 04. The contractor shall provide temporary bracing and shoring against wind forces, earth forces and all construction loads throughout the work. /rVGiv 711�-m"& N 11 W Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DIVISION 01 GENERAL REQUIREMENTS (continued) 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01. During the construction period the contractor shall provide the following temporary facilities and controls. A. Temporary utilities: electricity, lighting, heat, ventilation, telephone service, water and sanitaryfacilities. B. Construction aids: hoists, cranes, scaffolding and platforms, swing staging and first aid. C. Temporary enclosures, barriers and fencing. D. Temporary controls: progress cleaning, dust control, erosion and sediment control and surface water control. E. Security F. Construction parking control, police details and traffic signaling. G. Removal of temporary utilities, control and facilities. 02. The contractor shall clarify and coordinate with the owner, which temporary facilities are incidentally providing by the owner, and may be available to the contractor during construction. 01600 MATERIALS AND EQUIPMENT 01. The contractor shall be responsible for all stored material, products and equipment on site. 02. Control shall be exercised by the contractor for all scheduled deliveries and material storage, particularly items that are flammable, hazardous, easily damaged or sensitive to deterioration, theft and other losses. 01700 CONTRACT CLOSE-OUT 01. After completion of the work , including the operation of all mechanical and electrical systems, to the satisfaction of the owner and architect, a certificate of substantial completion will be issued by the architect. 02. At the time of substantial completion, the contractor shall deliver to the owner all written and implied extended warranties and operating/maintenance manuals. 03. The owner and the architect will issue a combined punch list of items for completion by the contractor. Final payments of contract amounts or retainages will be made upon completion of the punch list items. 04. The contractor is responsible for the final cleaning of the building, prior to occupancy. This includes glass areas, storage and utility rooms, toilets and all exterior site areas which were part of this contract. End of Division 01 General Requirements AC WP Al-WIRVC& Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA ^ DMSION 02 SITE WORK �l 02100 SITE PREPARATION 01. Take down and dispose off-site, trees, shrubs and vegetation in the areas, identified on the drawings or as specifically directed by the owner or architect, interfering with the proposed buildings, site improvements, drives and parking areas. 02. In the areas of the proposed buildings and site improvements, strip all top soil and stock pile on site in appropriate areas or as otherwise directed. 03. Provide erosion control with materials and devices as per the site engineering drawings. 04. Provide dust control with materials and methods as per the site engineering drawings. 02200 EARTHWORK EXCAVATION 01. Contractor to remove all top -soil in the areas of site improvements and buildings and stock pile on site for future use, as directed by the architect. 02. Sub -soil excavation shall be to elevations, grades and dimensions as shown on the drawings, plus ample space for construction operation and inspection of excavation and the foundation system. Footing and foundations must rest on undisturbed material, with no loosened and softened zones and must be free from standing water. 03. Excavation for exterior footings shall be to undisturbed soil at a minimum of four (4) feet below finished grade or as indicated on the drawings. Footings interior to the building shall be as shown on the drawings. 04. Provide excavation and backfill for all utility lines, including crushed stone borrows and concrete encasements where required, and as shown on the site improvement drawings. C05. Slope sides of excavated areas to respond to the prevailing soil stability and comply with local codes and ordinances and all OSHA Regulations for construction worker's safety. Where sloping is not possible due to space restrictions or stability of excavated material, provide shoring and bracing. Provide professional engineering for shoring and bracing system designs. 06. Contractor to be responsible to remove and legally dispose of all unsuitable soil and fill material from site. It is not the contractors responsibility to remove soils and materials declared CONTAMINATED. 0 4V' W1 4_0111(yeo& Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DMSION 02 SFM WORK (continued) MATERIALS 01. Building foundations are designed for a soil bearing capacity of 2 tons (2000 lbs/sf) 02. per square foot. Structural fill, as founding material for paved areas, foundations and slabs, is assumed to be clay soil materials, composed of hard, durable particles with less than 5% non -plastic fines. Structural fill shall be free of clay lumps, rock or gravel larger than 2" in diameter, organic and vegetable matter, wood, brick, debris, trash, frozen materials and any other material, which are 03. deemed to be unacceptable to the architect. Common fill shall be well graded mineral soil, substantially free of organic materials, loam, wood trash and other objectionable materials which may be compressible or which can not be compacted properly. Common fill shall not contain snow or frozen material, nor contain stones larger than 3" in diameter. 04. The use of on-site soils as common fill is permitted, provided, that the water content can be 05. controlled to achieve compaction of 92% MDD. Crushed stone borrow material shall be composed of a uniform blend of durable, hard rock particles and shall be free of organic and vegetable matter, wood, concrete, masonry rubble, debris, trash, frozen materials and any other material, which are deemed to be unacceptable 06. to the architect. Gravel base for paving shall be a uniformly graded mixture of crushed stone, or crushed and un- crushed gravel, free of organic and vegetable matter, wood, brick, debris, trash, frozen materials and any other material, which are deemed to be unacceptable to the architect. 07. Topsoil shall be spread at least 6" deep, friable clay, loam material and be reasonably free of sub -soil, clay lumps, stones, weeds, roots. objects over 2" in diameter and other objectionable material. 08. Where rocky ledge is encountered above the required frost depth, the concrete footings or foundation walls or beams, shall be formed directly onto this ledge and pinned with #5, 12" long 09. reinforcing bars at 4'-0" on center. Protect the base of all excavated areas against freezing, where atmospheric temperature is less than 35 degrees F. N FILL SCHEDULE 01. Compact all fills to the Maximum Dry Density (MDD) specified for the individual applications below and in accordance with ASTM D 1557 and ASTM C 136: Site Grading: Common fill for green areas and site grading in 12" loose lifts, compacted to 90% MDD Footings: Structural fill in 8" loose lifts, compacted to 95% MDD Beneath slabs -on -grade: 8" thick structural fill, compacted to 95% MDD Over structural fill place Emil polyethylene vapor barrier Over vapor barrier place a 2" layer of compacted, dampened, course sand Backfill against foundation walls and footings: Common fill in 9" loose lifts compacted to 92% MDD Beneath pavement sub -base: Common fill in 9" loose lifts compacted to 92% MDD Pavement: 9" thick gravel sub -base beneath all roads and pavement areas, compacted to 95% MDD. Pipe bedding, working mats, curbing: Install one continuous, leveled, 9" thick layer of crushed stone at trench bottom and compact to 95% MDD. (Crushed Stone Borrow) /roc/Y A,_Wyw� Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA MOON 02 SITE WORK (continued) (�1 02500 PAVING AND SURFACING ASPHALT PAVING 01. Furnish and install asphaltic concrete paving, MDPW Type 1-1, in the areas shown on the drawings and consisting of the following layers: New areas: Binder Course Two (2) Inches Wearing Course One (1) Inch Existing paved areas to be resurfaced: Overlay Wearing Course Two (2) Inches 02. All asphalt/cement mix shall be in accordance with AASHTO T195. 03. Saw cut existing roadway paving and patch new and overlay paving at entry drives. 04. At areas to be resurfaced or where the binder course has been exposed for a prolonged period, apply a bitumen tack coat at the rate of .05 to .15 per square yard of surface. C ASPHALT CURBS AND BERMS 01- Asphalt concrete curbing shall be machine formed, STANDARD CURB or CAPE COD BERM as indicated on the site design drawings. Asphaltic/cement mix shall match the wearing course mix of adjacent paved areas and be in accordance with AASHTO T195. 02525 CURBS PRECAST CONCRETE CURBING 01. Provide and install 4000 PSI concrete curbing, 6" thick, 18" high with a battered edge, in 36" long sections. Also include internal and external radiied pieces for all corners. 02. The top and battered face shall be sponge finished. 03. All sections shall be set in a cement borrow with two, self aligning steel dowels for a mortarless joint connection. 04. For curbing lay -out and design, refer to the site engineering drawings. 02580 PAVEMENT MARKINGS 01. Provide labor and material for pavement markings, lines and symbols as shown on the drawings. 02. All paint shall be reflectorized traffic paint, conforming to federal specification TT -P -115C, Class A. 02720 STORM WATER DRAINAGE SYSTEM 01. Provide and install all material and labor for a stormwater drainage system with gullies, grates, drain lines, out -flows, retention ponds, drainage swales and connections to the existing municipal stormwater drainage system (f existing), all as show in design and specific specifications on the site design drawings. 02900 LANDSCAPING 01. Provide all material and labor for the installation of special soils, sod, grass and hydro -seeding, ground cover, plant material, trees, soil/bed edging systems, irrigation devices and systems, temporary staking and snow damage protection all as shown in design and specific specification on the landscape design drawings. End of Division 02 Sitework /* _ 11 Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DIIVMN 03 CONCRETE C 03100 CONCRETE FORMWORK AND ACCESSORIES 01. For unexposed planer surfaces use: exterior type Douglas Fir Grade B -B (concrete form) Plywood conforming to NBS PS -1 of 3/4" minimum thickness undressed lumber No.2 common or better Before re -using forms withdraw nails and thoroughly clean surfaces which are to be in contact with the concrete. 02. For exposed to view planer surfaces use: Class 1 B -B High Density Overlay Plyform, exterior grade, not less than 5 ply nor less than 5/8" thick and conforming to US Product Standard PS -1-74 03. For circular piers use: 'A -coated', spirally constructed fibre -ply SONO -TUBE in sizes/diameters as shown on the drawings 04. For concrete pier foundations at the light pole bases use: 24" diameter, ...GA galvanized, corrugated steel drainage piping in full lengths, as a permanent formwork and exterior finish. 05. Form ties shall be type 302/304 stainless steel snap ties. 06. Universal form release agents shall be mineral oil or chemically neutral, water insoluble, containing no waxes or silicones and have a low sulfur content. 07. Waterstops shall be extruded shapes formed of virgin polyvinyl chloride, with a minimum tensile strength of 1900 PSI, 200 % elongation coefficient, and have fabricated, fully seamed corners. 08. Filler strips for expansion joints shall be non -extruding type conforming to ASTM D1751. 0 03200 REINFORCING 0 01. Deformed reinforcing bars in sizes, shapes and lengths shall be as shown on the drawings and conform to ASTM A615, Grade 60. 02. Concrete slabs shall be reinforced with welded wire fabric (WWF 6x61.4xl .4) conforming to ASTM At 85. Use flat sections only. 03. Concrete cover of reinforcing steel shall be as shown on the drawings, as specified by ACI 318, or as follows: . footings 3" .foundation walls, grade beams 1-1 /2" slabs on grade centered elevated slabs 1-1 /2" above top of deck 04. Reinforcing tie wires shall be a minimum of 16 GA, annealed type. 05. Provide concrete embedded anchor bolts in sizes, shapes and quantities as shown on the drawings, complying with ASTM A36. 06. Concrete embedded, sill anchors for wood framed exterior walls, shall be hot -dipped galvanized, 12" long, 112" thick threaded bolt with a 2" bend at one end and be placed at 64, o.c. with a minimum of at least two (2) bolts per sill piece and 12" from end and corners. Alternative methods of attachment, using expansion bolt anchors, epoxy set anchors or strap ties need to be submitted to the architect for approval. 07. At the joints between existing and proposed concrete /foundation walls, install 16" long, #5 bars at 12"O.C.. Drill bars into existing concrete and set with non -shrink grout. 08. Provide and install all chairs, bolsters, bar supports and spacers in sizes and shapes to firmly support all reinforcing during concrete placement. /Coc1 A G-ClW&C& Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DUMN 03 CONCRETE (continued) 03300 CAST -IN-PLACE CONCRETE 01. All concrete footings shall be place on undisturbed soil or controlled compacted back -fill, having a minimum bearing capacity of 2 tons per square foot. 02. All concrete work is to be in accordance with the Governing Building Code requirements for reinforced concrete, ACI 318 and specifications for structural concrete for buildings ACI 301. 03. All concrete shall be quality controlled, normal weight, air -entrained concrete, meeting an ultimate compressive strength of 3000 PSI in 28 days. The cement content shall be at least 564 LBS/CY. 04. Maximum allowable concrete slump shall be 4". 05. All concrete exposed to weather shall have 6% (+/- 1 %) entrained air. 06. Cold weather concreting precautions shall be submitted for approval, along with concrete mix designs. 07. Protect newly placed concrete against low and extremely high temperatures and against rapid loss of moisture, as per ACI 306 and ACI 305 latest edition. 03370 EXPANSION CONTROL, FINISHES AND SEALERS 01. At concrete wall surfaces exposed to view, remove all fins and loose concrete and fill all 03600 GROUT 01. At column base plates, provide non-metallic, 9 OOOPSI controlled expansions grout (non -shrink grout) conforming to ASTM C1107. 02. Alternative methods of attachment, proposed to be used by the contractor, using expansion bolt anchors and/or epoxy set anchors need to be submitted to the architect for approval. 01. At circular pier caps, provide non-metallic, 9 OOOPSI controlled expansions grout (non -shrink grout) conforming to ASTM C1107, tooled to provide a min. of 1/8" per foot pitch, to allow for positive drainage. End of Division 03 Concrete v_W�� honeycombed surfaces, stone pockets and other irregularities, immediately after the removal of forms with cement mortar. Mortar color to match adjacent surfaces of the exposed concrete. 02. Interior concrete floor slabs shall be steel trowel finish and provided with a concrete sealer. Submit floor hardener/sealer for approval. 03. Provide wall construction joints at a minimum of 50' intervals, as needed to control cracking and/or differential settlement or as differently shown on the drawings. Provide shear transfer dowels and galvanized steel key -way sections at construction and control joints. 04. Provide expansion control joints at the floor slabs,//4" wide and 1" deep, at 30' intervals or in locations as shown on the drawings. These joints may be saw cut within 48 hours of concrete placement or by using removable strip inserts. 05. Exterior slabs, sidewalks, ramps and steps shall be broom finish, perpendicular to the direction of travel, to achieve a non -slip surface. Provide non -slip steel nosings as inserts at each step. 06. Install at the joint between the slab edge and foundation wall a 4" wide,/ /4" thick STYROFOAM expanded polystyrene filler, with a 1/2" wide tear -away cut on one side, as manufactured by DOW CHEMICAL CO. 03600 GROUT 01. At column base plates, provide non-metallic, 9 OOOPSI controlled expansions grout (non -shrink grout) conforming to ASTM C1107. 02. Alternative methods of attachment, proposed to be used by the contractor, using expansion bolt anchors and/or epoxy set anchors need to be submitted to the architect for approval. 01. At circular pier caps, provide non-metallic, 9 OOOPSI controlled expansions grout (non -shrink grout) conforming to ASTM C1107, tooled to provide a min. of 1/8" per foot pitch, to allow for positive drainage. End of Division 03 Concrete v_W�� Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DMSION 04 MASONRY 04100 MORTAR AND MASONRY GROUT 01. All masonry and stone mortar shall be quality controlled. Normal weight, conforming to the requirements of ASTM C270 and ASTM A615, grade 60, for M, S and N type mortars. Mortar colors to be selected from standard, available colors, by the architect. 02. All mortar joints shall be tooled CONCAVE, unless otherwise directed. Trim -off mortar burrs and dress masonry surfaces after tooling. 04150 MASONRY ACCESSORIES 01. Provide and install every 16"horizontally and 24" vertically, ties for masonry veneer construction. Use DW -10 SERIES anchors with 14 GA, 3/16" diam. VEE shape wire ties in 4" length, both products to be hot galvanized and as manufactured by HOHMANN & BARNARD. Attach anchors to the back-up wall construction with corrosion resistant fasteners. 02. Install as masonry weeps, cotton sash cord in length required to produce 2 " exposure at the exterior and 18" in the masonry veneer cavity. Locate weeps above grade and sill flashing, at 24" o.c. 03. Provide and install as concealed sill flashing, continuously at 24" width, a 3.0 OZ sheet copper bonded, fiber reinforced, asphalt treated kraft paper, as manufactured by AFCO PRODUCTS. Locate sill flashing directly above grade but not above the interior floor level. Fill wall cavity below flashing with mortar. See detail for special conditions and applications. 04. Provide wall construction / control joints at a minimum of 20' intervals at walls with frequent openings and at 25' intervals at walls with no openings. 04200 MASONRY VENEER 01. All masonry brick veneer shall be ii,n standard sizes, have a compressive strength of 2 000psi and comply with ASTM C216. Brick color and tones shall be # 3-530, Yorkshire Module, as manufactured by THE LAWRENCE BRICK CO. 02. All veneer masonry shall be nominally 4" thick, installed in a 'common bond' construction and maintain a cavity of 1" minimum to the framed back-up construction. 04710 SIMULATED STONE 01. Provide and install in shapes and sizes as shown on the drawings, simulated stone veneer pieces, ARCHITECTURAL COLLECTION as manufactured by SHOULDICE DESIGNER STONE. 02. Units shall be structural masonry of high density, severe weathering capability and produced with calcium silicate and comply with ASTM C90 and CSA CAN Al 65-94. 03. Stone texture shall be 'Tapestry' an ultra smooth ground face with square edges. The texture shall be applied at all faces, exposed to view. 04. Colors /tones to be selected by the architect from manufacturer's standard choices. 04720 CAST STONE 01. Furnish and install Glass Fiber Reinforced Concrete (GFRC) exterior decorative column shells in sizes and design, as shown on the drawings and as manufactured by ARCHITECTURAL MOLDED COMPOSITES INC. 02. Column shells shall be cast from portland cement, modified with a polymer and reinforced with alkaline resistant fiberglass. Shells shall be bonded to custom fabricated galvanized metal stud framing, to allow easy field installation. Some decorative columns are to enclose structural steel members and hence need to be devised in two parts for installation. 03. The texture of the column faces, exposed to view shall be smooth and in color to match the Simulated Stone in adjoining areas of the building. End of Division 04 Masonry /1*W�� Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA 0WWN 05 METALS 05030 METAL COATINGS 01. All structural steel shall be painted one (1) shop coat of rust -inhibitive, exterior alkyd primer, conforming to federal specifications TT -P -615D, TT -P -636D and TT -P -645B. Color to be red. Painted steel surfaces shall be commercially blast cleaned as per SSPC-SP6 performance standards, prior to painting. 02. All open web steel joists shall be painted one (1) shop coat of rust -inhibitive, exterior alkyd primer, conforming to federal specifications TT -P -615D, TT -P -636D and TT -P -645B. Color to be red. 03. All miscellaneous metal assemblies and items, as well as stairway steel, fabricated rail sections, shall be painted one (1) shop coat of rust -inhibitive, exterior alkyd primer, conforming to federal specifications TT -P -615D, TT -P -636D and TT -P -645B. Color to be gray. 04. Exterior rail sections shall be hot -dipped galvanized according to ASTM A-123 and unless specifically indicated on the drawings, shall remain unfinished. 05100 STRUCTURAL STEEL FRAMING 01. Structural steel fabrication and erection shall conform to the requirements of the A.I.S.C. specifications, latest edition and the A.I.S.C. code of standard practice for steel buildings. 02. Prior to fabrication, the contractor shall submit structural steel shop drawings for approval, indicating all dimensions, bends, grades, connections and conditions existing at the site, etc. 03. Hot rolled steel sections (beams, columns, shapes and plates) shall be new steel, conforming to ASTM A572 (50KS1). 04. Structural steel tubing in round and rectangular sections shall comply with ASTM A501 or ASTM A53, type E or S grade B. 05. All bolts shall be 3/4" diameter, tension control bolts conforming to ASTM A325X. All holes shall be 13/16" diameter unless otherwise noted on the drawings and shall be drilled or punched. Burning of holes is not permitted. 06. Steel fabricator shall provide all anchor bolts, as specified on the drawings and 1/4" thick setting plates (same size as base plates) for each column. 07. Cap and base plates at columns shall be welded all around with 3/16" min. fillet welds. 08. All welding shall be performed by certified welders, in accordance with the latest A.W.S. and A.[.S.C. codes using E70 -XX electrodes. 09. Provide temporary erection bracing and supports to securely hold the structural steel framing in place, until the steel has been plumbed and all final connections are made. 05200 STEEL JOISTS 01. Supply and install open web steel joists with bridging, attached seats and anchors. All joists shall be as sized on the framing plans, have a maximum tensile strength of 30 KSI and comply with the SJI-standard specifications for open web steel joists, K -series. 05300 STEEL DECK 01. Provide and install 9/16" 28GA. Type UFS, SQ grade 80, non -composite galvanized steel form deck conforming to ASTM A653 with a minimum yield strength of 80KS1. Galvanized coating shall conform to federal specifications QQ-S-775e. 02. Provide and install 20ga. galvanized metal column closures, closure angles and pour stops as required. 03. Provide and install 1-1/2" 22ga. painted steel roof deck, conforming to ASTM A611 with a minimum yield strength of 33 KSI. /Coco 71�_cl ec& 0 Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DNWN 05 METALS (continued) 05400 COLD -FORMED METAL FRAMING 01. Provide and install at the exterior walls, galvanized stud wall framing, consisting of CW type, 6" deep, 18 GA , 16" o.c. cold formed metal studs [Designation 600CW18], as shown on the details. Structural members shall comply in design with the requirements of the AISI "Specifications for the Design of Cold -Formed Steel Structural Members". Include all necessary accessories and fasteners for a complete system. 02. 18 and 20 GA studs, joists, runners, bridging, end closures and accessories shall be formed from corrosion resistant steel having a minimum yield strength of 33 KSI and comply with the requirements of ASTM A653. 03. Studs, joists and accessories shall be formed steel and fasteners shall be fabricated, all having a G-60 galvanized coating, meeting ASTM A653 and ASTM C955. 04. To achieve the fire resistance rating as called for in some assemblies, install the metal support framing as per the directions of the applicable UL DESIGNS. 05500 METAL FABRICATION MISCELLANEOUS METALS 01. All steel angle lintels, required or as shown on the drawings shall be according to the following schedule and comply with the requirements of ASTM A36, for steel shapes, plates and bars: Opening Size Lintel Size 4'-0" and under 4"x3 -1/2"x5/16" 6'-0" and under 5"x3 -1/2"x5/16" 8'-0" and under 6"x3 -11/2"x5/16" 10'-0" and under 6"x3-1 /2"x3/8" 12'-0" and under W8x24 with 11"x3/8" plate welded to underside Provide one angle for every 4" width of masonry wall. 02. Provide lintels 12" longer than the masonry openings. Where lintels abut columns, provide structural clip connection. 03. Provide all angles, plates, anchors, bclts, inserts and sleeves, as may be required to attach miscellaneous metal items to the work of other trades to warrant the structural performance of such miscellaneous metal items. STEEL LADDERS 01. Fabricate and install in dimensions as shown on the drawings, a steel pipe ladder from 1-112" diam. tubular steel sections for rails and 3/4" diam. solid rods for 12" apart rungs, with completely welded and ground joints, complying with the requirements of ASTM A36 and ASTM A53. 02. Provide and install mill finish, aluminum ship ladder as access to roof hatch, to have deeply serrated rungs, 2'-0" wide and a tread spacing of 1'-0". The angle of rise shall be 70 degrees and contain aluminum pipe handrails (one each side) of 1-1/2" diameter. All as manufactured by O'KEEFFE'S ARCHITECTURAL BUILDING PRODUCTS. 03. Include all brackets and attachments, to safely mount ladders to the structural components of the adjacent wall / structure. Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DIVISION 05 METALS (continued) HANDRAILS AND GUARDS 01. Fabricate and install steel pipe railings from 1-1/2" diam. tubular steel sections, with completely welded and ground joints, complying with the requirements of ASTM A36 and ASTM A53. 02. Wall mounted rails shall include cast iron support brackets, and be attached to the structural components of the wall. 03. Fabricate and install steel guard rail systemsfor stairs and ramps, including 1-1/2" diam. tubular steel sections as posts and horizontal rails and 1/2" diameter solid rod stock as ballusters (spaced @ 5-1/2" o.c.) with completely welded and ground joints, complying with ASTM A36, ASTM A53, and the guard rail requirements of the governing building code. Weld guardrail posts to structural framing members of floors, landings and stair stringers, to warrant the applied load requirements. 04. All railings and guards shall comply with specific requirements of the governing building code, regarding horizontally and vertically applied loads. 05. Concrete floor mounted rails and rail posts shall be sleeved and set with an epoxy grout to a depth of 8" min. below the walking surface or attached with other approved methods. 06. Roof mounted guardrail posts shall be welded directly to the structural steel roof framing with gussets and /or other accessories to warrant the applied load requirements. STEEL STAIRWAYS 01. Hot rolled steel channels, angles and W sections shall comply with ASTM A 36 and cold formed metal framing with ASTM A 5706. 02. All assumed design loads for stair runs and platform framing shall comply with the governing building code requirements. 03. Structural steel tubing in round or rectangular sections shall complying with ASTM A500, grade B. 04. Use 14 GA pre -formed steel pan stair treads TYPE A, with concrete fill as per ASTM A569. 05. Platform decking shall be 9/16" 28GA. Type UFS, SQ grade 80, non -composite galvanized steel form deck conforming to ASTM A653 with a minimum yield strength of 80KS1. Galvanized coating shall conform to federal specifications QQ-S-775e. 06. Provide and fit miscellaneous angles, plates and anchors as may be required for the performance of each structural steel system. End of Division 05 Metals /�p04- 71_Wm.` & Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DIVISION 06 WOOD AND PLASTICS 06010 LUMBER 01. All construction lumber for studs, joists, rafters and headers shall be in sizes as indicated on the drawings and be #2 Hem/Fir, Grade -stamped, S -Dry, with a maximum moisture content of 19%, (or other surface dried wood species) 02. Minimum bending stress of all construction lumber shall be Fb1100 PSI and have a modulus of elasticity (E) of not less than 1 000 000 PSI. 03. Studs shall have an (Fc) parallel to the grain of 550PSI or greater. 04. Pressure preservative treated lumber and /or plywood, shall bear the quality mark in conformance with AWPB Standard LP -2. with a maximum moisture content after treatment of 19% for kiln dried lumber and 15% for kiln dried plywood. 06050 FASTENERS AND ADHESIVES 01. ' All wood framing accessories (anchors, holdowns, bases, seats, hangers, caps, connectors, straps, bracing, ties, etc.) shall be hot -dipped galvanized and in sizes as shown on the drawings or of structural capabilities appropriate for use, all as manufactured by SIMPSON STRONG -TIE CO. 02. In wood construction, consider all nailed connections 'structural'. Nails used shall be GALVANIZED COMMON NAILS, in sizes and spacing as per the code required nail schedules. 03. Finish carpentry nails, screws, lag bolts and decorative nuts and bolts shall be appropriate in size, material and finish in each application. 04. Where shown on the drawings or as required by the relevant codes, provide exterior grade PHENOLIC RESIN ADHESIVE, or approved equal, for structural connections of construction lumber, plywood sheathing and decking. 06100 ROUGHCARPENTRY 01. All exterior, load bearing parapetleave framing shall be constructed with 2x4 wood studs at 16" o.c. as indicated on. the details 02. All roof blocking, nailers plywood shims and plywood sheathing at the flat roof areas shall be pressure preservative treated lumber and / or plywood. 03. Provide various blocking, edging, nailers, curbs, cants, grounds, strapping and furring as shown on the drawings or as may be required for the performance of other building systems. 06122 PLYWOOD 01. Roof sheathing shall be APA rated, Structural 1, exposure durability classified, Exposure 1, 5/8" CDX plywood, with a minimum span rating 40/20, touch sanded and installed according to APA recommendations. 06190 PREFABRICATED WOOD JOISTS AND TRUSSES 01. Pre-engineered and fabricated wood roof trusses, shall be in shape and lay -out as per the drawings, and conform in structural performance to all relevant load requirements of the governing building codes. Other structural components of this building are designed to accept these integrally braced trusses. 02. Contractor shall provide and install a complete system including but not limited to; structural lumber, galvanized metal connectors, strapping, hurricane ties, bracing, blocking and any other accessories, required for the performance of the trusses. 03. The contractor is responsible for the approval of wood truss shop drawings, the architect will review these shop drawing for compliance with the design requirements. 04. All wood trusses shall conform to the requirements of the Truss Plate Institute (TPI) and the manufacturing specifications of UBC Standard 25.17 sections 38 and 39. N Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DIVISION 06 WOOD AND PLASTICS (continued) 06411 PLASTIC LAMINATED CASEWORK 01. Provide and install plastic laminated particle board window sills in locations and sizes as shown on the drawings. Plastic laminate to comply with NEMA LD -3, fire rated type, 0.05" thick, horizontal grade. Core to be 3/4" thick, mattformed, three (3) layer medium density wood particle panel (board), general use grade per ANSI A208.1 with a minimum density of 48 lbs/cubic ft. 02. Laminate colors, textures and patterns will be selected by the architect from industry available choices. 03. Provide wood blocking and shims where required, to warrant a level and plum installation of all finished casework. End of Division 06 Wood and Plastics I*C�A, y-WM`P, & V" Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DWAON 07 THERMAL AND MOISTURE PROTECTION 07150 DAMPPROOFING 01. Apply at all exterior surfaces of the foundation wall and at the buried column bases TUFF -N -DRI, a polymer enhanced, asphalt liquid -applied membrane, 8.1 lbs/gal density (40mil dry coating) in air -less spray -on application as manufactured by TUFF -N -DRI. 07180 WATER REPELLENT COATINGS 02. Furnish and apply at the exterior face of all masonry and stone work, ENVIROSEAL DOUBLE 7, a clear, water based, spray -on penetrant, complying with ASTM E514, as manufactured by HARRIS SPECIALTY CHEMICALS. 07190 VAPOR AND AIR RETARDERS 01. Install at all wood framed exterior wall surfaces, prior to finish / siding application TYVEK air barrier sheet, 6.44mil thick, 77-98 perm rating and complying with air penetration resistance to ASTM E283 and ASTM E1424, as manufactured by DUPONT. 02. Provide and install at all interior surfaces of exterior walls and roof areas, and below the grade slab, a continuous, Emil, 1.0 perm rating polyethylene vapor barrier. Secure all laps and tape around all electrical conduits and boxes. 07210 BUILDING INSULATION FOUNDATIONS 01. Install 24"x48"x2" thick STYROFOAM (R-10) rigid insulation boards at the foundation system, as manufactured by DOW CHEMICAL CO. Cut boards to fit as shown on the foundation details. 02. Provide and install at all exterior wall sills 6" wide, 1/4" thick, AMOFOAM SILL SEALER, as manufactured by AMOCO FOAM PRODUCTS CO. 03. Install at the joint between the slab edge and foundation wall a 4" wide,1 /4" thick STYROFOAM expanded polystyrene filler, with a 1/2" wide tear -away cut on one side, as manufactured by DOW CHEMICAL CO. WALLS 01. Metal framed exterior wall insulation shall be 6-1/4" thick (R-19) kraft paper faced fiberglass batt insulation. 07220 ROOF AND DECK INSULATION 01. Roof insulation at the flat / membrane roof areas shall be 4" thick (R-30) mechanically fastened, polyisocyanurate HY-THERM insulation boards as per ASTM C236 and as manufactured by CELOTEX. Use tapered board sections where required for roof drainage to low points, as shown on the drawings. 02. Roof insulation at the wood framed, pitched roof areas shall be 10" thick (R-30) kraft paper faced fiberglass batt insulation held in place with wood strapping or wire clips at the bottom chord of the pre-engineered roof trusses. /row A�-CIiHV& Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DMSION (7 THERMAL AND MOISTURE PROTECTION (continued) 07311 ASPHALT ROOFING SHINGLES 01. At the pitched roof areas, provide and install 240 lbs/sq, three tab cut-out design, asphalt coated fiberglass roofing shingles as per ASTM E108, Class A, with a 25 year material warranty. Color to be selected by the architect from the manufacturers standard choices. 02. Install all roofing shingles as per nailing requirement of the governing building code but not less than 320 nails per square. 03. In addition to the roofing details shown on the drawings, provide cut shingles at valleys, closed hip shingles and self sealing, lapped shingles at ridge cap. 04. As underlayment for the asphalt roofing shingles install a 15 lbs/sq asphalt saturated felt complying with ASTM D226 and/or ASTM 04869. 05. Provide and install a 60mil thick, 36" wide, self adhesive membrane WATER AND ICE SHIELD complying with ASTM D1970, as manufactured by WC GRACE COMPANY, at eaves, ridges, hips, valleys and joints with single membrane roofing areas. 07460 SIDING METAL 01. Provide and install in areas shown on the drawings 24GA color coated galvanized steel siding CONCEALED FASTENER PANEL (CFP) II -SS as manufactured by CENTRIA. Coating to be Fluorofinish, color #183 Evergreen. Include all trim angles, fasteners, sealers and miscellaneous materials for a complete system. 07530 SINGLE PLY MEMBRANE ROOFING O01. Install at the flat roof areas a 60mil. thick, fully adhered, single membrane EPDM roofing system, complying with ANSI/RAM IPR-1, with a Class A, UL rating and Class 1-90, FM rating. Including all necessary seaming, flashing, expansion rods and accessories particularly at corners, edges, roof drains, vent pipes, parapets, roof hatches, crickets, expansion joints and railing posts. This roof system shall have a 15 year material and installation warranty. 07645 PREFORMED FLASHING 01. Furnish and install in profiles, shapes and lengths 4 mm thick, custom fabricated composite aluminum / polyethylene core sections at the building's parapet /eave, all as manufactured by ALUCABOND TECHNOLOGIES INC. 02. Provide a complete system featuring concealed attachments and weather proof joints between sections. Follow the details as shown on the drawings and coordinate the section's design with the adjoining materials. Support is provided from the wood framed parapet / eave. 03. Exposed aluminum surfaces shall be coil coated 1.0mil min. KYNAR 500 PVDF coating, consisting of aluminum pre-treatment, primer and fluorocarbon resin finished coating, all meeting or exceeding the test requirements of AAMA #605.2. Color to be custom, medium gloss 'EVERGREEN', ALUCOAT Series A. Awl, Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DIVISION 07 THERMAL AND MOISTURE PROTECTION (continued) 07720 ROOF ACCESSORIES FLAT AREAS 01. Provide and install in sizes and locations as shown on the drawings PVC and ABS plastic SURE -SEAL roof drains, as manufactured by CARLISLE SYN TEC SYSTEMS. 02. Supply and install 2'-6" x 4'-6" a 14GA galvanized steel / factory primed, single leaf, spring mounted, roof access hatch, model RB -2 as manufactured by MILCOR LTD. 03. Provide and install in roof areas, surrounding equipment, where regular maintenance is required as well as areas adjacent to roof hatches, access doors and rooftop ladders a 30" wide, black SURE -SEAL walkway material in rolls and pads (as the lay -out may require) all as manufactured by CARLISLE SYN TEC SYSTEMS. This walkway system may not be substituted for regular membrane ballast, but can be used in limited areas at ballasted roofs. Typical application is at adhered or mechanically fastened membranes. PITCHED AREAS 02. At eave and rakes abutting the metal wall siding, install a 3-1/2" wide pre -formed .019" mill finish, aluminum roof edge flashing DRIP EDGE Style -D, as manufactured by AIR VENT INC. 03. At ridges in locations as shown on the drawings install a pre -formed .025" black paint finished RIDGE FILTER VENT Series FV101, as manufactured by AIR VENT INC. 07900 SEALANTS AND JOINT SEALERS 01. At all exterior applications (joints between products and assemblies as detailed on the drawings) provide material and labor for the following sealants: A. Single component, gun -grade polyurethane sealant, conforming to FS TT -S -000227E, Type 11, Class A and ASTM C920, with a minimum movement capability of +/- 25%, in manufacturers standard colors as selected by the architect. B. Two-part, self -leveling modified, polyurethane sealant for horizontal, level applications, pouring grade conforming to FS TT -S -000227E, Type I, Class A and ASTM C920, with a minimum movement capability of +/- 25%, in manufacturers standard colors as selected by the architect. 02. At all interior applications (joints between products and assemblies as detailed on the drawings) provide material and labor for the following caulking: A. One component acrylic latex caulking compound, conforming to FS 19 -TP -21 M and ASTM C834, paintable within 24 hours of application, with a minimum moving capability of +/- 12.5%, in manufacturers standard colors as selected by the architect. 03. Where required for the performance of the sealant or caulking, install a compressible closed cell polyethylene or polyurethane foam rod as a joint back-up bead. Rod shall be 1/3 greater in diameter than the joint width. 04. Use bond -breaker tape and temporary masking tape, of types as recommended by the manufacturer of the specific sealant and / or caulking material used. Tapes to be completely free of contaminants which would adversely affect the performance of the sealant and caulking material. End of Division 07 Thermal and Moisture Protection /WWY 711tl_wuA�111 Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DNWN 08 DOORS AND WINDOWS 08100 STEEL DOORS AND FRAMES STEEL DOORS 01. Supply and install in sizes as shown on the drawings and schedules, flush, commercial type, 1-3/4" thick interior doors, as per ANSI / SDI 100, Grade I, standard -duty (Level C) Model 1, having 20 GA steel faces, with a minimum STC rating of 32. 02. Door assemblies requiring a fire rating shall comply with ASTM E152 and carry the following UL label: required rating UI label designation one (1) hour C LABEL two (2) hours B LABEL HOLLOW METAL FRAMES 01. Interior non -rated and fire resistance rated frames shall be 16GA steel, knock -down type, flush frames with die -mitred joints and having integral tabs for reinforcing and interlocking of jambs to head. 02. Materials for frames, reinforcing, anchors, anchor clips and related items shall be prime quality cold rolled steel, conforming to ASTM A366. 03. Frame anchorage shall be as follows or of equivalent type, standard to the frame manufacturer; Metal stud partitions: 12GA steel Z-shaped clips, 1-1/2" up and down turned tabs Provide at least 4 anchors per jamb side. Fire resistive rated frame anchors shall comply with all UL requirements 08200 INTERIOR WOOD DOORS 01. Provide natural wood doors 1-3/4" thick, of flush construction, conforming to AWI Section 1300, premium grade, Type PC -5 with particle board core and BIRCH plywood veneer faces, solid hardwood edges and catalyzed polyurethane factory finish. 02. Undercut toilet room doors by 1" as shown on the drawings. 08400 ENTRANCES AND STOREFRONTS ALUMINUM FRAMING 01. Exterior entrance framing shall be in sizes and lay -out as per the drawings, SYSTEM 451 T extruded aluminum, stick fabricated system, with thermal break and insulated glass, as manufactured by KAWNEER CO. 02. Interior entrance framing shall be in sizes and lay -out as per the drawings, SYSTEM 450 extruded aluminum, stick fabricated system, with fixed glazing, manufactured by KAWNEER CO. ALUMINUM ENTRANCE DOORS 01. Entrance doors shall be extruded aluminum, pre -glazed, single acting, hinged doors of medium style -and -rail type 350SERIES as manufactured by KAWNEER CO. 02. All door hardware shall be standard to the door manufacturers system and include the following; pivot hinges 1" diameter pull handles (offset at double doors) 1" diameter push bars at full door width dead bolt cylinder locks and thumb turn flush bolts overhead door closer 15 ft -lbs max. opening force �) aluminum threshold sill and center stile sweeps Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DIVISION 08 DOORS AND WINDOWS (continued) ALUMINUM FINISH 01. Exposed aluminum surfaces shall be DURANAR ARCHITECTURAL COATING, a full-strength KYNAR 500 based coating, consisting of aluminum pre-treatment, primer and fluorocarbon resin finished coating, all meeting or exceeding the test requirements of AAMA #605.2. Color to be medium gloss UC -51733 EXOTIC HARTFORD GREEN. All as provided by KAWNEER CO. 08520 ALUMINUM WINDOWS 01. Fixed glass, aluminum windows shall be of shear block fabrication, SERIES NuCORE, as manufactured by KAWNEER CO. 02. Aluminum windows with operable sections, as shown on the drawings, shall be made up of fixed framed sections SERIES NuCORE and fitted with top hung out -swinging operable vents, MODEL 8225 T, all as manufactured by KAWNEER CO. 03. Provide and install at all windows, 0.04" thick formed aluminum sill flashing and closures, alloy/temper 5005-H34, complying with ASTM B209. 04. Exposed aluminum surfaces shall be DURANAR ARCHITECTURAL COATING, a full-strength KYNAR 500 based coating, consisting of aluminum pre-treatment, primer and fluorocarbon resin finished coating, all meeting or exceeding the test requirements of AAMA #605.2. Color to be medium gloss UC -51733 EXOTIC HARTFORD GREEN. All as provided by KAWNEER CO. 08700 HARDWARE 01. Provide and install exterior and interior hardware sets, complying with BHMA 1301 requirements for material and finishes and all specific requirements for handicapped accessibility, as follows; CHardware Set -1 [egress door] 1-1/2 pair butts 1 passage set (lever handles) 1 closer 1 door stop (floor or wall mounted) 3 silencers Hardware Set - 2 [toilets] 1-1/2 pair butts 1 set push plate / pull handle 1 closer 2 kick plates 1 door holder (flip -up type) 1 door stop (floor or wall mounted) 3 silencers Hardware Set - 3 [janitor/storage] 1-1/2 pair butts 1 lock set (lever handles) 1 door stop (floor or wall mounted) 3 silencers Hardware Set - 4 [mech/elect room] 1-1/2 pair butts 1 lock set (lever handles) 1 closer 1 door stop (floor or wall mounted) 3 silencers Hardware Set - 5 [tenant entry doors] 1-1 /2 pair butts 1 lock set (lever handles) 1 closer 1 door stop (floor or wall mounted) /rrvw_ A-Cl"WIO& Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DNMN 08 DOORS AND WINDOWS (continued) Hardware Set - 6 [single door, Aluminum Entrances] 1-1/2 pair butts 1 set of push bar /pull handle 1 cylinder lock w/thumb-turn 1 closer 1 weatherstripping set 1 aluminum threshold (with thermal break) Hardware Set - 7 [double doors, Aluminum Entrances] 3 pair butts 2 set of push bar /pull handle 1 cylinder lock w/thumb-turn 2 closer 2 weatherstripping set 1 aluminum threshold (with thermal break) 02. Hardware items for the interior doors shall be Satin Chromium plated,BHMA #626 (US 26D) finish. 03. Hardware items for the aluminum entrances shall be clear aluminum anodized, except for push bars and pull handles, which shall be Satin Stainless Steel,BHMA #626 (US 26D) finish. 04. Product submittals shall be provided for all hardware items for approval by the architect. 08800 GLASS AND GLAZING 01. Supply and install SOLARSEAL - MIROWPANE insulating, reflective glass at the exterior glazed areas all as manufactured by PPG. 01. Glass types used at the exterior applications shall be as follows: Windows: 1" thick, insulating, reflective glass Curtainwall: 1" thick, insulating, reflective glass Spandrel Lights: 1" thick, insulating, reflective glass, opaque inner light Doors: 1" thick, insulating, reflective, tempered glass Transom /Sidelights: 1" thick, insulating, reflective, tempered glass 02. Glass types used at the interior applications shall be as follows; Doors: 1/4" thick, clear, tempered glass Sidelights: 1/4" thick, clear, tempered glass Glazed openings: 1/4" thick, clear, float glass 08900 GLAZED CURTAIN WALLS 01. Furnish and install a complete design /engineered glazed curtain wall system SERIES 1600 I.G. (interior glazed) as manufactured by KAWNEER COMPANY INC. 02. Aluminum extrusions shall be 6063-T5 alloy and temper as per ASTM B221 alloy G.S. 10A -T5, with stainless steel or sinc plated steel (aluminum,where exposed to view) fasteners in accordance with ASTM A164-71. 03. The mullion system shall contain a continuous rigid thermal break material to warrant the thermal separation of exterior covers. Vertical and horizontal curtainwall members shall be 2-1/2" wide and 5-1/4" deep and able to accommodate 1" and 1/4" glass and meet the FGMA glazing requirements. 04. Exposed aluminum surfaces shall be DURANAR ARCHITECTURAL COATING, a full-strength KYNAR 500 based coating, consisting of aluminum pre-treatment, primer and fluorocarbon resin finished coating, all meeting or exceeding the test requirements of AAMA #605.2. Color to be medium gloss UC -51733 EXOTIC HARTFORD GREEN. All as provided by KAWNEER CO. End of Division 08 Door and Windows /*W11 � 0 Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DIVISION 09 FINISHES 09110 METAL SUPPORT FRAMING 01. Provide and install at the interior partitions, soffits and furred or build -down ceilings as shown on the drawings, 3-5/8" and 2-1/2" Q16"o.c. 25 GA metal light gauge framing (Designation 358ST25 and 212ST25] and 7/8" Q 16"o.c. 25 GA hat -shaped metal furring channels Type CWC -25 at steel columns. All conforming to ASTM C754 and ASTM C645. 02. Provide and install all necessary materials, including studs, channels, runners, tracks,bracing and fasteners, for a complete system. To achieve the fire resistance rating, install the metal support framing as per the directions of the applicable UL DESIGNS. 09250 GYPSUM BOARD INTERIOR FINISH 01. Furnish and install at all interior wall surfaces and ceiling areas where indicated on the drawings, a taped, compounded and sanded gypsum board finish, including all trim and accessory components as follows; Standard gypsum board, conforming to ASTM C36, 5/8" thick, with tapered edge and in lengths to minimize end joints Fire rated gypsum board, UL fire resistance rating, conforming to ASTM C36 'TYPE X', 5/8" or 1/2" thick, with tapered edge and in lengths to minimize end joints 02. To achieve the fire resistance rating, install the gypsum boards as per the directions of the applicable UL DESIGNS and as a guide per the schedule below; WALLS one (1) hour rating one (1) layer each side two (2) hour rating two (2) layers each side CEILINGS two (2) hour rating two (2) layers with resilient furring channel at the underside of construction EXTERIOR SHEATHING 01. Furnish and install at exterior wall surfaces and soffits, where indicated on the drawings, a weather and or fire resistant GYPSUM SHEATHING system; Standard 'brown'. board, conforming to ASTM C79, 1/2" thick, with square edge in 4'x8' or 4'x9' sheets Fire rated 'brown' board, UL fire resistance rating, conforming to ASTM C79 'TYPE X', 5/8" thick, with square edge in 4'x8' or 4'x9' sheets 02. This exterior sheathing system is intended to be installed over exterior grade framed metal support systems as specified under SECTION 05400 Cold Formed Steel. Stud spacing shall not exceed 24" and the support framing must be designed for L/600 lateral bending. 03. Gypsum sheathing is not intended as an exterior finish. 09510 CEILINGS EXTERIOR SOFFITS 01. Furnish and install at the exterior ceiling surfaces in areas where indicated on the drawings, a taped, compounded and sanded gypsum board finish system, including all trim and accessory components as follows; Exterior gypsum ceiling board, conforming to ASTM C931, 1/2" thick, with tapered edge and in lengths to minimize end joints /Coc/v 716-WIMOC& Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DUMN 09 FINISHES (continued) SUSPENDED ACOUSTICAL CEILING 01. In areas as shown on the drawings furnish and install a complete acoustical ceiling, consisting of a metal suspension system and mineral fiber lay -in tiles and conforming to ASTM E 1264. 02. TILES A. In general areas, 5/8" thick 24"x24" or 24"x48", Class A, flame spread, non-combustible wet formed mineral fiber panels, factory finished in white vinyl latex paint on non -directional medium textured face, CORTEGA 'Square Lay -in' #770 or #747 as manufactured by ARMSTRONG B. In toilet rooms, corridors and lobbies, 5/8" thick 24"x24" or 24"x48", Class A, flame spread, non-combustible wet formed, mineral fiber panels, factory finished in white vinyl plastic coating on non -directional medium textured face, CORTEGA 'Square Lay -in' #761, as manufactured by ARMSTRONG 03. SUSPENSION SYSTEM double web tee main beams, cross tees and edge moldings, having 15/16" wide, factory baked enamel, white faces, PRELUDE XL as manufactured by ARMSTRONG soft temper, pre -stretched, galvanized carbon steel wire, conforming with ASTM A641, with a yield stress load of at least three (3) times the design load but not less than 12 GA diameter. 09650 RESILIENT FLOORING VINYL COMPOSITION TILE (VCT) 01. Provide and install 12"x12"x1 /8" thick vinyl composition tile, with solid color extending through its full thickness. Tiles shall be composed of vinyl resin, non -asbestos inorganic mineral fillers and colorfast pigments, complying with SS -T-3126 (1), ASTM F1066 and ASTM E 648, CORTINA as manufactured by AZROCK INDUSTRIES and in colors as selected by the architect from manufacturer's standard available choices. 02. Adhesives for vinyl composition tile flooring shall be latex based, non-flammable in wet state, NFPA Class A rated, VOC compliant as per the tile manufacturers recommendations. 03. Sub -floor filler shall be a premixed, latex type as recommended by the carpet manufacturer. VINYL BASE 01. Vinyl base for resilient flooring areas shall be COVED homogeneous vinyl, 4" wide with 1/8" wall thickness, complying with SS -W-40, Type 2, in colors as selected by the architect from manufacturer's standard choices. RUBBER 01. Provide and install at the stair treads, where indicated on the drawings and schedules, raised -stud, one piece synthetic rubber-NORAMENT-, nosing - tread - riser combination covers. Covers shall be Class B flame spread resistant and complying with ASTM E84 and ASTM D2240, all as manufactured by FREUDENBERG BUILDING SYSTEMS. Tread cover colors as selected by the architect from manufacturer's standard choices. 02. Provide and install at the stair landings, where indicated on the drawings and schedules, 18"x18"x0.10"thick raised -stud, synthetic rubber-NORAMENT-, flooring tiles. Tiles shall be Class B flame spread resistant and complying with ASTME84 and ASTM D2240, all as manufactured by FREUDENBERG BUILDING SYSTEMS. Tile colors as selected by the architect from manufacturer's standard choices. 03. Adhesive for rubber stair treads and landings, shall be a two(2)-part epoxy adhesive #119 as manufactured by W.W. HENRY COMPANY and be installed as per manufacturer's recommendations. ��yG�ZGPG�.f W Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DNISION 09 FINISHES (continued) 09900 PAINTING 01. At the following exterior surfaces provide all material and labor for a three (3) coat [1 primer, 2 finish], Alkyd Modified Vinyl Acrylic Latex, SAND TEXTURE finished paint system; . entry canopy soffits 02. At the following factory primed exterior surfaces provide all material and labor for a two (2) coat [2 finish], Alkyd Modified Vinyl Acrylic Latex, SEMI GLOSS finished paint system; steel pipe railings roof access hatch 03. At the following interior surfaces provide all material and labor for a three (3) coat [1 primer, 2 finish], Vinyl Acrylic Latex, EGGSHELL finished paint system; . gypsum wall board @ walls and ceilings 04. At the following factory primed interior surfaces provide all material and labor for a two (2) coat [2 finish], Alkyd, SATIN finished paint system; hollow metal doors metal door frames steel pipe railings steel fabricated stairway 08. All paint colors and tones to be selected by the architect from manufacturer's standard choices. End of Division 09 Finishes4V 1 71�-CIM.`e(& N Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DNWN 10 SPECIALTIES 10155 METAL TOILET COMPARTMENTS 01. Furnish and install in locations as shown on the drawings, flush type, floor mounted, standard height metal toilet compartments, constructed of 1" thick, 20GA galvanized enamel steel panels and doors with honeycomb fiber core. All as per REGAL SERIES, manufactured by GLOBAL STEEL PRODUCTS CORP. 02. Include all doors, panels, pilasters, head rails, pilaster shoes, fittings and chrome plated hardware for a complete system. 03. Colors and finishes to be selected by the architect from manufacturer's standard choices. 04. Product submittals shall be provided for all toilet compartment items for approval by the architect. 10200 LOUVERS 01. Furnish and install extruded, stationary aluminum louvers in sizes as shown on the drawings MODEL XB4-5 as manufactured by AIRLINE PRODUCTS CO. Louvers shall be 4" deep and fabricated from .081" thick (12 GA) extruded aluminum, alloy 6063-T52. Louver components shall be assembled through welding or with stainless steel sheet metal fasteners. Blades shall have an integral baffle to resist water penetration and shall be spaced at 5" o.c. horizontally at an 45 degree angle. 02. A 48"x48" louver shall have a minimum free area of 7.20 sq.ft.. This efficiency of 45% free area, shall be typical for all louver sizes as shown. 03. Each louver shall be provided with a 118" square, .063" (16 GA) aluminum wire screen in a folded aluminum frame, mounted to its interior face. Color of wire screen and frame to be black. 04. Exposed aluminum surfaces shall be DURANAR ARCHITECTURAL COATING, a full-strength KYNAR 500 based coating, consisting of aluminum pre-treatment, primer and fluorocarbon resin finished coating, all meeting or exceeding the test requirements of AAMA #605.2. Color to be medium gloss UC -51733 EXOTIC HARTFORD GREEN. All as provided by KAWNEER CO. 10800 TOILET ROOM ACCESSORIES 01. Supply and install the following stainless steel toilet, locker and shower room accessories as manufactured by AMERICAN SPECIALTIES: grab bars [3101 P Series] 42" long, 2 per HC toilet room framed mirror [0620] 24"x36" paper towel dispenser /disposal [9462] 1 per HC toilet room recessed toilet paper holder [7402] surface mounted soap dispenser [5001 -SS] surface mounted feminine napkin disposal [0852] 1 at women's HC toilet double robe hook [0745Z] 1 per HC toilet room door 02. Adhere to the requirements for installation heights of toilet room accessories as shown on the drawings and as required by 521 CMR (regulations for the use of building by the physically handicapped) 04. Product submittals shall be provided for all toilet room accessories for approval by the architect. End of Division 10 Specialties /�-oG1Y �GiZt�`Pf%f�J Le N Executive Quarters Proposed Office Building, 100 Andover By -Pass, North Andover MA DIVISION 14 CONVEYING SYSTEMS 14240 HYDRAULIC ELEVATOR 01. Provide and install in configuration and location as shown on the drawings a hydraulic passenger elevator, with the following general characteristics: in -ground -holed jack unit (including plunger, cylinder and casing) 2000 lbs rated load capacity 25'-4" travel with three (3) stops 150 FPM speed 7'-0" x 5-1" platform size 8'-0" cab canopy (ceiling) height 3'-6" x 7'-0" single speed side opening door 208 V, 3 Phase, 60 Hz AC power supply 1 HP, pump requirement 02. Provide all equipment and features to comply with the handicapped requirements according to ANSI Publication No. A-117.1 Part 4, Series 4.12. 03. Include hydraulic piston and casing, guide rails, spring buffers, attachment brackets and anchors, motors, pumps, valves, regulators fluid tank, hydraulic fluid, controller, controls, buttons, indicators, signs, hoistway doors and frames, wiring and devices some as required by ANSI/NFPA 70. all to provide a complete elevator. 04. Provide excavation and backfill for casing as follows: excavate for plunger casing, drill concentric and vertical shaft and remove sub -soil from site maintain shaft alignment of one (1) inch from plum. Fill over excavated shaft depth with lean concrete maintain shaft excavation free of water place plunger casing full depth of shaft and align 1/4" to plumb cut off top at hoistway pit elevation backfill around plunger casing as per Section 02200 - Earthwork. Place 24" lifts of structural fill to 90% compaction 05. Align elevator guide rails to be plumb and parallel to each other within 1/8". Cab movement on aligned guide rails shall be smooth, with no objectionable lateral or oscillating movement and vibration, 06. In addition to the primary control system features, provide if required by code: special emergency service - Phase I special emergency service -Phase I I emergency medical technician (EMT) service 07. Provide a one (1) year Material and Workmanship Warranty and an Installers Maintenance Contract for the same period starting at the date of substantial completion of the general construction contract. 08. Hardware and interior cab finishes and light fixtures to be selected by the architect from the manufacturer's standard choices. 09. Product submittals and shop drawings shall be provided for approval by the architect. End of Division 14 Conveying Systems /Com r���ifecf� O Town of North Andover P OFFICE OF COMMUNITY DEVELOPMENT AND SERVICES � 30 School Street �4; . U I9 • T, •:;�;=• North Andover, Massachusetts 01845 -•• 1` L1AM 1 SCOTT �ss4cMus£� Director NOTICE OF DECISION Any appeal shall be filled r, Istacervm� t- tj�a 'm-)e.^vs AT=Cc.I within (20) days after the date of filling this Notice ��MM C.'. in the Office of the Town Clerk. Date November 19, 1998 Date of Hearing 8/18/98, 10/6/98, 10/20/98, 11/17/98 Petition of Mesiti Development Premises affected RPi 47PPn Hi 1 1 s.i r3P RnaA & Rt 1 75 Referring to the above petition for a special permit from the 0 requirements of the North Andover Zoning Bylaw Section 8.3 (site plan review) so as to allow to construct a 24,000 Sf office building. 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 Natural Resource/Land Use Planner Health Sanitarian Assessors Police Chief Fire Chief Applicant Engineer Towns Outside Consultant File Interested Parties CONSERVATION -(978)688 9530 • HEALTH - (978) 688-'1540 Signed(.( `Jti<E) Richard S.Rowen, Chairman Alison Lescarbeau, V. Chairman John Simons, Clerk Richard Nardella Joseph V. Mahoney Planning Board • PLANNING - (978) 688-9535 *nTTTT T%T vrv.n •nwo. moo -- . *-'.- -.--- ...n.-.. n ........ ..... -- .. - ♦. .- .............. 1 Hillside Road — Executive Quarters Site Plan Review - Special Permit The Planning Board herein approves the Special Permit/Site Plan Review for the construction of a 24,000 SF office building located in the Business — 4 (B-4) Zoning District. The proposed office building has an enclosed parking area on the ground floor and three floors of office space above. This Special Permit was requested by Mesiti Development Corp., 11 Old Boston Road, Tewksbury, MA. This application was filed with the Planning Board on July 16, 1998. 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 adjacent to an existing office park and is zoned for business; 2. The use as developed will not adversely affect the neighborhood as a sufficient buffer from lighting and noise has been provided; �i 3. There will be no nuisance or serious hazard to vehicles or pedestrians as a separate turning lane onto Rt. 125 will be created; 4. The landscaping approved as a part of this plan meets the requirements of Section 8.4 of the North Andover Zoning Bylaw; 5. The site drainage system is designed in accordance with the Town Bylaw requirements and has been reviewed by Town's engineering consultant; 6. The applicant has met the requirements of the Town for Site Plan Review as stated in Section 8.3 of the Zoning Bylaw; 7. 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: SPECIAL CONDITIONS: 1. Prior to the endorsement of the plans by the Planning Board, the applicant must comply with the following conditions: a) The location.of the entrance sign and a detail including size and materials must be added to the plan. b) The final plan must be reviewed and approved by the Town's engineering consultant, DPW and the Town Planner and subsequently endorsed by the Planning Board. The final plans must be submitted for review within ninety days of filing the decision with the Town Clerk. C) A bond in the amount of ten thousand dollars ($10,000) 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. 2. 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) Orange construction fence must be placed along the drip line of the trees to be preserved as shown on the plan. As shown on the Landscape Plan, all trees proposed within 25' of the wetlands are to be saved. Existing trees adjacent to Hillside Road must also be preserved. C) This line must be reviewed and approved by the Town Planner prior to construction. d) The erosion control barrier must be erected along the 25' wetland buffer as shown on the Grading Plan. This barrier is to delineate the limit of work beyond which no clearing is to be done. 3. 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. 4. Prior to verification of the Certificate of Occupancy: 2 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. The landscape buffer along Mlside Road must shield the adjacent homes from the glare of the headlights of the cars in the parking lot. b) The applicant must submit a letter from the traffic engineer of the project stating that the site layout substantially complies with the approved "Conceptual Access Plan - Alt. 4" referenced at the end of this decision as endorsed by the Planning Board. C) An 8' tall stockade fence must be constructed as indicated on the plan as an enclosure for the dumpster and air conditioning unit. d) The Planning Staff shall approve all artificial lighting used to illuminate the site. 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 Staff shall review the site. Any changes to the approved lighting plan as may be reasonably required by the Planning Staff shall be made at the owner's expense. e) The building must have commercial fire sprinklers installed in accordance with the North Andover Fire Department. 5. Prior to the final release of security: a) The Planning Staff shall review the site. Any screening as may be reasonably required by the Planning Staff will be added at the applicant's expense. b) 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. 6. 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. O7. 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. 3 0 8. 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. 9. Any plants, trees or shrubs that have been incorporated into the Landscape Plan approved in this decision that die within one year from the date of planting shall be replaced by the owner. 10. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 11. Gas, Telephone, Cable and Electric utilities shall be installed underground as specified by the respective utility companies. 12. No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 13. No underground fuel storage shall be installed except as may be allowed by Town Regulations. 14. 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. 15. 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. 16. 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. 17. This Special Permit approval shall be deemed to have lapsed after ,= (two years from the date permit granted) unless subsiantik use or construction has commenced. Substantial use or construction will be determined by a majority vote of the Planning Board. 18. The following information shall be deemed part of the decision: a) Plan Titled: Materials & Elevation Project: Office Building for A. Mesiti Development Corporation North Andover, Massachusetts Prepared by: Meehan Architects Manchester, NH Dated: Nov. 12, 1998 Scale: 1l8" = 1' 4 CC. Director of Public Works Building Inspector Health Administrator Assessors Conservation Administrator Planning Board Police Chief Fire Chief Applicant Engineer File Executive Quarters - Site Plan Review 5 b) Plan Titled: Executive Quarters in North Andover, MA Prepared for: Mesiti Development Corp. 11 Old Boston Road Tewksbury, Massachusetts Prepared by: Marchionda & Associates. L.P. 62 Montvale Ave., Suite 1 Stoneham, MA 02180 Dated: June 30, 1998, rev. 8/5/98, 8/7/98, 8/31/98, 11/12/98 Sheets: 1 through 10 C) Plan Titled: Conceptual Access Plan — Alt. 4 (Hillside Road Right Turn Lane onto Route 125) Location: Hillside Road at site drive adjacent to Route 125 North Andover, MA Proponent: Mesiti Development Corp. Tewksbury, Massachusetts Prepared by: DJK — Dermot J. Kelly Associates, Inc. Two Dundee Park, Suite 301 !, Andover, MA 01810 Date: 8/24/98, rev. 9/18/98, 10/19/98 CC. Director of Public Works Building Inspector Health Administrator Assessors Conservation Administrator Planning Board Police Chief Fire Chief Applicant Engineer File Executive Quarters - Site Plan Review 5 � � 0 Forr-i 5 , Commonwealth of Massachusetts OEP fro, too. ( 242-920 I (Ic u" vww�n try UEPI C,fy.Town North Andover aoof,canl Mesiti Development Corp. Order cf Conditions ' Massachusetts Wetlands Protection Act C.L. c. 131, X40 and under the Town of North Andover's bylaw Chapter From NORTH AINDOVER MISERVATICN CO MISSION To Mesiti Development Corp. (Name al Applicant) 11 Old Boston Road Tewksbury, MA 01876 i Address This Crder is issued and delivered as follows: George & Sandra Schussel Sil.♦ (iv.- 47 V"Irlfwll- IV IV 178 (Name of properly Cwrier) Address 204 Andover Street, Andover, MA 01810 C oy hand delivery Ic aGGlicant cr reYresentative cn luate) ty certified mail. return receipt requested on (Cale) (' project is Iecatec at Hillside Road Map 25/Lot 79 The property is recorded at the Registry al N� �-1 ,-., Sock ' 2727 Page 298 de(d)icate (If registered) The Ie (Notice Cf Intent Icr this :crcject was !lied en July 2, 1998 (Cele) Tie putlic he=rine was closed on September 16, 1998 (1gate) rindincs North n(, Cver Conserva:i on Ccirmisslan l+mss la,ii2 :2d if1P atCva.r�laror Cn IiC11C_ ,I file - - Intent and Glans, and has he!d a rutlic hearing cn the ;,ro(ect. E-ased on the vicrrrlollCn crail,-;cle to Ule N:!CC at this tirr.e. the Nf.:.�r•r• hcelermillv_d! the arta cn whiC^ the -rcccsed work Is to to eerie is SlgflltlCaflt to [lie !CIICwInC irlte'e51s ,n ,,,cccrcnnce /.Ilt, fhe rresumGticns cf Signific'C4ce gat far in the reculat;ons !or each Ai ea Sut!ect to PreieC:!crl UnCer [fie `t 73 Racreaticn _ `, Ac. (meek as accrocrlate): Ch. 178: �_'7en:10r'i 0r Erasion Ct Sedimen. at: ion CMZ. 1 8 J� '-, ld__f r"ltii% Wa:cr sUp�ly -iCcC cc nircl t_:,f!C ..ori l�:inlrig sile!Ill jil `-"i'1 to 'Nater siircjy `Y�. .�. lcrrr Camzce Cf o /arl ilCn �.��( igl�erioc v L rc UnC water si Gly r evenUCn .'.I ;cllulicr' � a Cn JI wIIC ;iI? tl 'lC( L25. 00Sate i1=250.4_ X275.00 f C(t';fTcwn cr,;cn C Sfu:e cr!!cn S oral =e i:r•..., _ `;1' JL.L L'A DEP 'FILE # 242 - 920 BK 5383 PG S Therefore, the North Andover Conservation Commission (hereafter the "NACU) hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in the State Regulations, the local ByLaw and Regulations, to protect those interests noted above. The NACC orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced below. To the extent that the following conditions modify or differ from the plans, specifications or other proposals submitted with the Notice of Intent, the conditions shall control. GENERAL CONDITIONS 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. This Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of property rights. However, the NACC, agent of the NACC or the Department of Environmental Protection (DEP) reserves the right to enter and inspect the property at.all reasonable times until a Certificate of Compliance is issued, to evaluate compliance with this Order of Conditions, the Act (310 CMR 10.00), the North Andover Wetland ByLaw and Regulations, and may require any information, measurements, photographs, observations, and/or materials, or may require the submittal of any data or information deemed necessary by the NACC for that evaluation. Further, work shall be halted on the site if the NACC, agent or DEP determines that any of the work is not in compliance with this Order of Conditions. Work shall not resume until the NACC is satisfied that the work will comply and has so notified the applicant in writing. 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 for one or more periods of up to one year each upon application to the issuing authority at least thirty days (30) prior to the expiration date of the Order (Refer to Section VIII (p. 15) of the North Andover VvIetIand Regulations). CAWinwoM\000242-920.doc 1 NACC 10/5/98 DEYFILE # 242 - 920 BK 53 PG 124 6. The NACC reserves the right to amend this Order of Conditions after a legally advertised public hearing if plans or circumstances are changed or if new conditions or information so warrant 7. Where the Department of Environmental Protection (DEP) 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 8. 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. These obligations shall be expressed in covenants in all deeds to succeeding owners of portions of the property. 9. The term "Applicant' as used in this Order of Conditions shall refer to the owner, any successor in interest or successor in control of the property referenced in the Notice of Intent, supporting documents and this Order of Conditions. The NACC shall be notified in writing within 30 days of all transfers of title of any portion of property that takes place prior to the issuance of a Certificate of Compliance. 10. The proposed work includes: Construction of a 24,000 square foot office building, O utilities, stonnwater management structures and appurtenances within the Buffer Zone of a Bordering Vegetated Wetland (310 CMR 10.55). 0' 11. The work shall conform to the following (except as noted in the remainder of this document where revisions may be required): Notice of Intent filed by: Mesiti Development Corporation NOT DATED Plans prepared by: Marchionda & Associates, LP Entitled "Cover Sheet - Executive Quarters" DATED REV 8/31/98 Sheet 1 of 10 Entitled "Operation and Maintenance Plan" NOT DATED 12. The following wetland resource areas are affected by the proposed work: Buffer Zone to Bordering Vegetated Wetland (BVW). These resource areas are significant to the interests of the Act and Town ByLaw as noted above. These 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. CAWinwcrd1000\242-920.doc 2 NACC 1015198 N DEPFILE # 242 - 920 13. The NACC agrees with the applicant's delineation of the wetland resource areas on the site as shown on the plans dated referenced herein. Prior to the issuance of a Certificate of Compliance, the applicant will submit a plan showing the site's wetland delineation at a scale identical to the Town wetland map for this location. 14. The NACC finds that the intensive use of the upland areas and buffer zone proposed on this site will cause further alteration of the wetland resource areas. In order to prevent any alteration of wetland resource areas a twenty five foot (251 No -Disturbance Zone and a fifty foot (501 No -Construction Zone shall be established from the edge of the adjacent wetland resource area. The Conservation Administrator and/or other agents of the NACC do not have the authority to waive these setbacks as established under the local bylaw. No disturbance of existing grade, soils or vegetation is permitted in the No -Disturbance zone. (See Appendix 5 of the local Regulations). 15. There shall be no increase in the post development discharges from the storm drainage system or any other changes in post development conditions that alter the post development watershed boundaries as currently depicted in the Notice of Intent and approved by this Order of Conditions, unless specifically approved in writing by the Commission. 16. This document shall be included in all construction contracts, subcontracts, and specifications dealing with the work proposed and shall supersede any conflicting contract requirements. The applicant shall assure that all contractors, subcontractors, and other personnel performing the permitting work are fully aware of the permits terms and conditions. Thereafter, the contractor will be held jointly liable for any violation of this Order resulting from failure to comply with its conditions. 17. The owners of the project and their successors in title, in the event they proceed to alter areas subject to the Commission's jurisdiction under the order, agree that the Order does not in itself impose upon the Town any responsibility to maintain the proposed drainage system and that said Town shall not be liable for any damage in the event of failure. By acceptance of this Order, the owners agree to indemnify and hold harmless to the Town and its residents for any damage attributable to alterations undertaken on this property pursuant to the Order. Issuance of these Conditions does not in any way imply or certify that the site or downstream areas will not be subject to flooding, storm damage or any other form of water damage. Maintenance of the drainage system, if accepted by the Town as part of a public way, becomes the responsibility of the Town. CAWinword\00C\242-920.doc 3 NACC 10/5/98 DEP FILE # 242 - 920 BK 538--1 � G � .i � 18. Issuance of these Conditions does not in any way imply or certify that the site or downstream areas will not be subject to flooding, storm damage or any other form of water damage. PRIOR TO CONSTRUCTION 19. 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. 20. 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 district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of 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. Any Order not recorded by the applicant before work commences may be recorded by the NACC at the applicant's expense. 21. 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 242-920." 22. 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. C:\Winword\OOC\242-920.doc 4 NACC 10/5/98 DEF FILE # 242 — 920 � ;L "n—e3 P13 112. 23. It is the responsibility of the applicant, owner, and/or successor(s) to ensure that all conditions of this Order of Conditions are complied with. The project engineer and contractors are to be provided with a copy of this Order of Conditions and referenced documents before commencement of construction. 24. Prior to any work on-site the applicant shall submit to the NACC for approval a sequencing plan for construction and erosion and sedimentation control with supporting plans and details as appropriate. Prior to any work commencing on-site, the applicant shall submit to the NACC for approval, a detailed sequence of construction, including the construction of compensation and retention areas, and revegetation to be completed before other work begins on-site. 25. 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. The proposed limit of work shall be shall be clearly marked with stakes or flags and shall be confirmed by the NACC. Such markers shall be checked and replaced as necessary and shall be maintained until all construction is complete. Workers should be informed that no use of machinery, storage of machinery or materials, stockpiling of soil, or construction activity is to occur beyond this line at any time. All flags used for the above purposes shall be of a color different from other flagging used on the site. 26. A row of staked hay bales backed by trenched siltation fence shall be placed between all construction areas and wetlands. The erosion control barrier will be properly installed and placed as shown on the plans approved and referenced herein 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. The NACC reserves the right to impose additional conditions on portions of this project to mitigate any impacts which could result from site erosion, or any noticeable degradation of surface water quality discharging from the site. For example, installation of erosion control measures may be required in areas not shown on the plan(s) referenced in this Order of Conditions. Should such installation be required by the NACC, they shall be installed within 48 hours of the Commission's request. 27. The applicant shall have on hand at the start of any soil disturbance, removal or stockpiling, a minimum of thirty (30) hay bales and sufficient stakes for staking these bales (or an equivalent amount of silt fence). Said bales shall be CAWinword\00C\242-920.doc 5 NACC 10/5/98 DEP'FILE # 242 - 920 ter' �' P 1718 C ° s, by a �e a used only for the control of emergency erosion problems and shall not be used for the normal control of erosion. 28. A check payable to the Town of North Andover shall be provided in the amount of $5,000 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 through the NACC before commencement of work Said 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 provisions, satisfactory to the NACC, have been made for performance of any conditions which are of continuing nature. The applicant may propose a monetary 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. 29. Prior to construction, the applicant shall permanently mark the edge of the "25' No -Disturbance Zone" with thirteen (13) signs or markers spaced evenly every thirty feet (301 incorporating the following text: "Protected Wetland Resource Area". This will designate their sensitivity and assure no further inadvertent encroachment into the wetland. These permanent markers are subject to review and approval by the NACC. The applicant shall instruct all agents to explain these markers to buyers/lessees/landscapers and all persons taking over the property from the applicant. 30. The applicant and/or the legal owner of that portion of land upon which these Orders of Conditions have been placed shall provide to the NACC prior to transferring, or assigning any portion of said land to another party, subject to said Orders of Conditions, the "Affidavit" attached via "Appendix A" signed under the pains and penalties of perjury, stating that said applicant and/or owner has read these Orders of Conditions and is in compliance with each and every condition. This document shall apply be provided to the Conservation Department at least five (5) business days prior to the closing of said land transaction. 31. Once these above mentioned pre -construction requirements are complete, 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, the engineer, wetland scientist and the applicant to ensure that all of the Conditions of this Order are understood. This Order shall be included in all construction contracts, subcontracts, and specifications dealing with the work proposed and shall supersede any conflicting contract requirements. The applicant shall assure that all CAWinword\00C\242-920.d0c 6 NACC 10/5/98 DEP TIELE # 242 - 920 BK 5�8� P � v° contractors, subcontractors and other personnel performing the permitted work are fully aware of the permit's terms and conditions. Thereafter, the contractor will be held jointly liable for any violation of this Order of Conditions resulting from failure to comply with its conditions. 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. A reasonable period of time shall be provided as notice of the pre -construction meeting (e.g. 72 hours). STORMWATER MANAGEMENT CONDITIONS 32. All construction and post -construction stormwater management shall be conducted in accordance with supporting documents submitted with the Notice of Intent, the Department of Environmental Protection Stormwater Management Policy and as approved by the NACC in this Order of Conditions. 33. All stormwater best management practices shall be maintained as specified in the Operation and Maintenance Plan submitted with the Notice of Intent and incorporated in the Order of Conditions. Evidence of maintenance of the stormwater management system shall be provided to the NACC on an annual basis by a Registered Professional Civil Engineer for a period of two (2) years from the date said structures go "on-line". 34. There shall be no increase in the post development discharges from the storm drainage system or any other changes in post development conditions that alter the post development watershed boundaries as currently depicted in the Notice of Intent and approved by this Order of Conditions, unless specifically approved in writing by the NACC. 35. Water quality in down gradient BVW's shall not differ significantly following completion of the project from the pre -development conditions. There shall be no sedimentation into wetlands or water bodies from discharge pipes or surface runoff leaving the site. 36. The applicants, owners, and their successors and assignees, shall maintain all culverts, collections basins, traps, outlet structures, subsurface storage areas, and other elements of the drainage system, unless put into an easement to the Town of North Andover, in order to avoid blockages and siltation which might cause failure of the system and/or detrimental impacts to on-site or off-site resource areas, and shall maintain the integrity of vegetative cover on the site. C:\WinwordN00C\242-920.doc NACC 10/5/98 M u M DEP FILE # 242 - 920 DURING CONSTRUCTION P iK 5383 .i 30 37. IMPORTANT: Immediately upon completion of the building foundation, and prior to further construction activities associated with the site, the applicant shall complete a plan prepared by a Registered Professional Land Surveyor (R.P.L.S.) which accurately depicts the foundation location and it's proximity to wetland resource areas as approved under this Order of Conditions. Said plan shall be submitted to the Conservation Administrator for approval. 38. Upon beginning work, the applicant shall submit written progress reports every 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. 39. 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 Compliance. 40. The sewer lines on the site shall be tested for water tightness in accordance with North Andover DPW standards. 41. 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 on any of the foregoing. 42. No exposed area shall remain unfinished for more than thirty (30) days, unless approved by the NACC. 43. No regrading in the buffer zone shall have a slope steeper than 2:1 (horizontal: vertical). Slopes of steeper grade shall be rip -rapped to provide permanent stabilization. 44. There shall be no stockpiling of soil or other materials within twenty-five (25) feet of any resource area. 45. Washings from concrete trucks, or surplus concrete, shall not be directed to, any drainage system, or wetland resource area. CAWinword\00C\242-920.doc 8 NACC 10/5/98 W n DEP FILE # 242 - 920 BK 5387- PG 131 46. All waste generated by, or associated with, the construction activity shall be contained within the construction area, and away from any wetland resource area. There shall be no burying of spent construction materials or disposal of waste on the site 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. However, no trash dumpsters will be allowed within. 50' of areas subject to protection under the Act or local ByLaw. 47. Accepted engineering and construction standards and procedures shall be followed in the completion of the project. 48. 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 within 100 feet of wetland resource areas, and no vehicle refueling, equipment lubrication, or maintenance is to be done within 100 feet of a resource area. AFTER CONSTRUCTION 49. 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 Towns Wetland protection ByLaw. 50. Fertilizers utilized for landscaping and lawn care shall be slow release, low - nitrogen types (< 5%), and shall not be used within 25 feet of a resource area. 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 ByLaw and shall remain in perpetuity. 51. No road salt, sodium chloride, or other de-icing chemicals shall be used on paved surfaces, and any arrangement for snow removal shall so stipulate due to the importance of the site and wetlands. Permanent signs designating "No -Salt Zone" and "No -Snow Stockpiling Zones" shall be displayed in prominent locations subject to approval by the North Andover Conservation Department. CAWinword100C\242-920.doc 9 NACC 10/8/98 DEP FILE # 242 - 920 BK 5. 8 ms's PG 132. 52. 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 loaming and seeding according to SCS standards. If the latter course is chosen, stabilization will be considered complete once vegetative cover has been achieved. 53. Upon completion of the project the applicant shall submit the following to the Conservation Commission as part of a request for a Certificate of Compliance: a. A letter from the applicant requesting a Certificate of Compliance. b. The name and address of the current landowner. C. Signed statements from the individual property owner shall be submitted with the request for a Certificate of Compliance indicating that they read and understood the Order of Conditionsrip 'or to purchasing_ their property. d. The name and address of the individual/ trust or corporation to whom the compliance is to be granted. e. The street address and assessor's map/parcel number for the project. f. The DEP file number. g. A written statement from a Registered Professional Civil Engineer of the Commonwealth certifying that the work has been conducted as shown on the plan(s) and documents referenced above, and as Qconditioned by the Commission. h. An "As -Built" plan prepared and signed and stamped by a Registered Professional Civil Engineer and a Registered Professional Land Surveyor of the Commonwealth, for the public record. This plan will include: ➢ "As -Built" post -development elevations of all drainage & stormwater management structures constructed within 100 feet of any wetland resource area. ➢ "As -Built" post -development elevations and grades of all filled or altered wetland resource areas including the encompassing buffer zone which is regulated as a wetland under the local wetland bylaw. ➢ Distances from structures to wetland resource areas. Structures include (but are not limited to) septic systems, additions, fences, sheds, stone walls, pools, retaining walls, and approved decks. ➢ A line showing the limit of work and the extent of existing erosion control devices. "Work" includes anv disturbance of soils or vegetation. CAWinword\0CC\242-920.doc 10 NACC 10/5/98 DEP'FUX # 242 - 920 B 5387 PG 133 I ➢ Location of all subsurface utilities entering the property. Q54. The following special conditions shall survive the issuance of a Certificate of Compliance (COC) for this project: C. ➢ 25' No -Disturbance Zone and a 50' No -Construction Zone shall be established from the edge of adjacent wetland resource areas except in those locations approved under DEP # 242-920. Future work within 100' of existing wetland resource areas will require a separate filing with the NACC (refer to Section XI (page 18) of the Regulations for performance standards within these zones) The Conservation Administrator and/or other agents of the NACC do not have the authority to waive these setbacks as established under the local ByLaw; ➢ Maintenance of catch basins (Condition #39); ➢ Discharge or spillage of pollutants (Condition #48); ➢ Prohibition of underground fuels (Condition #49); ➢ Limitations on the use of fertilizers, herbicides, road salts, de- icing compounds and pesticides (Conditions #50 & #51). ➢ The attached "Stormwater Operations and Management Plan', including Best Management Practices. No additional filings will be required to conduct maintenance of the above referenced system and plan. CAWinword\00C\242-920.doc 11 NACC 10/5/98 r DEP FILE # 242 - 920 0 Appendix "A" AFFIDAVIT I, on oath do (authorized agent applicant and/or current owner) hereby depose and state: (PLEASE CHECK AT LEAST ONE BLOCK) BK 5383 PG 134 1. I am the of ( position with applicant) (applicant name or company name) the applicant upon whom Order of Conditions have been placed upon by (DEP or NACC number) the North Andover Conservation Commission. 2. I am the of (position with owner) (owner name) the owner upon whose land Order of Conditions have been placed up by (DEP or NACC number) the North Andover Conservation Commission. 3 _ I hereby affirm and acknowledge that I have received said Order of Conditions and have read the same and understand each (DEP Fde #) and every condition which has been set forth in said Order of Conditions. 4. I hereby affirm and acknowledge that on this day of 199_ 1 inspected said property together with any and all improvements which have been made to the same and hereby certify that each and every condition set forth in Order of Conditions are presently in compliance. (DEP File #) 5. 1 hereby affirm and acknowledge that this document will be relied upon by the North Andover Conservation Commission as well as any potential buyers of said property which is subject to said Order of Conditions (DEP File #) Signed under the pains and penalties of perjury this day of 19_ (Signature - authorized agent of applicant or owner) C:\Winword\OOC\242-920.doc 12 NACC 10/5/98 r. 0 0 DEP FILE # 242 - 920 BK 5383 PG 135 242-920 NORTH ANDOVER CONSERVATION COMMISSION This Order must be signed by a majority of the Conservation Commission On this 7th day of October 1998 ' before me personally appeared Albert P. Manzi, Jr. 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. GG44u1 Notary Public My commission expires The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right 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 Department 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. A RECEIPT FROM THE REGISTRY OF DEEDS MUST BE SUBMITTED TO THIS OFFICE SHOWING THAT THIS ORDER OF CONDITIONS HAS BEEN RECORDED AT THE NORTH ESSEX REGISTRY OF DEEDS. Detach on dotted line and submit to the NORTH ANDOVER CONSERVATION COMMISSION prior to commencement of work C:\Winword\OOC\242-920.doc 13 NACC 10/5/98 Location %�� _l� V JO v --r /t4 PAs ti No. / is -d 00 3 Date 3- T -03 HORTN TOWN OF NORTH ANDOVER OL Certificate of Occupancy $ sAemus t� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee Sri a $ 30 TOTAL $ 30 Check # I I) O 16 211 AA I J Lo,/M (-.o-- I/ Building Inspector 41 z.e • d Q9 � 2 I �a u r^ m ^ 4 � J F t 1 > ^c' \ N S �v H i � u r,4 X .� O eo J N y zy y-) QW 0 R V •� � � R � N O *COO)' a Q9 ow 96-Oa-21gW � 2 I u r^ m ^ 4 F t ^^3 > ^c' N i1 �v H o ow 96-Oa-21gW � 2 I u r^ m ^ 4 F t ^^3 > ^c' i1 H o d O ow 96-Oa-21gW � 2 I u ^ 4 F t 0 0 i1 z ow 96-Oa-21gW I u F t z O N y a 72 cis R a a P. R ro cc . w ,� Q b v u a0 O �. hQ 0 R d O b •ts •N M c eo /'r a o 'C to ~ ••� C Q C4 O ... 6 a .2 ul � �• ���`'��.: w .. r � • •ter•• V• � w� 1-••r V — ZVQ6 669 eez a3AoaNt$ HINON .1O fJM01 wd Lc: z0 ow 96-Oa-21gW I u F t z O ie ow 96-Oa-21gW u z ow 96-Oa-21gW .- F4R b .Q u f!] N U i L H CX R 'a i..r Q o Q c cc 0 w W =k ` �. R_ L7 93 s •� O '� ►O. 8 u O ego o C% a Q O H w L � w � f. �� a mpk�,.r� •� 7 J X5.1' O � J +.1 '�P'r• ,. Q r+ N ._+ _� .3 O OFo 5 N ¢r�GC�O NH ^ 0 �.., O !d N � u• 1r O O Q w -y Vl .••. 5. o• O l ` O%ore. .. H _ V1 ter[' L a R V •N.. N .0. •� •�' N K 6. O v� O� O :r 0 es � .... [� •^� v w N ..r N b .Q u f!] N cn W. U i H H --- R 'a i..r o Q c cc 0 =k 3 R_ L7 93 w R a . O ro i u as Q CLO 5 ¢r�GC�O 40 � u• 1r O O Q w -y Vl .••. •y � z_ _ cn W. Z,O -d LbQ6 989 809 N3AoaNli HILTON do tJm6l wd 72 0 t, U i H H � 3 R 'a i..r o Q c cc 0 =k 3 R_ L7 93 w R a . O Z,O -d LbQ6 989 809 N3AoaNli HILTON do tJm6l wd 72 0 t, OW 96—aO-N"w U i L'] i..r Q z° R_ CLO OW 96—aO-N"w U ' L'] i..r z° 40 � u• z_ _ OW 96—aO-N"w JEV Fax:9785578160 Jan 2 2003 15:34 P.02 ,I: 'rown/City of No ' lu joicr- Date: December 26, 2002 ye ruGt1��� f/State// i p: l V 0 ri hAd o o P irl- M/ 1 Q) U 5 Landlord Authorization Form FORM MUST BE SIGNED BY OWNER OF PROPERTY r � (cc ,y N1 � As owner of �Xe�Uti q4 �e hoijovef- BY Pass Nodi /9wj�er (Property Address) ' ,r ' ! " ' / ell u ghee or Hcual Ho kine I hereby autiliirize JCi�i iiici I\u'v��.� ia►::J / ��� ij � 'vu� iiii iya�:ri �a,ib✓ ..:ii s ��".� i �..�.... .. of Barlo Signs Company of Hudson, NH, to APPLY FOR SIG �4i PERMITS for site L ?o-��r,'n�sSloN Cr,,xw �, S,g ap-7k- — I Slee( I of 3 Jnr 'no0` Voteclohy ?� Signed: ko • , 1 �" .A , e -& Mai Printed: Address: �1 -q-5- 0010,13014 so s NN■13.NNa a• a a.o a aNewman a a an son amSam Goa aseam amBONN man .aNNaaNaNNaN■Gain a■Nano aa■Mal aONaanI As owner of (Property Address) I hereby authorize Jenn _Robichaud or Authorized Representative of Barlo Signs Company of Hudson, N 11, I.o APPEAR BEFORE THE PLANNING BOARD and/or SIGN REVIEW BOARD and/or the ZBA for this site. Sinned: (Owner) -� Printed: Address: ................... some ........................... ...... ................N..........� Job Reference: Job No: PLEASE FAX BACK to Atte: AND MAIL ORIGINAL. THANK YOU Darlu Signs, 158 Greeley Street, I la&on, NH 03051 Fax # 603-882-7680 lfj,ou have any questions, please call me at 1-800-227-5674 ext Filed: (T)LLARequestForrn — Rev: 062002 I6 � IA1tilliisss»._a aa2.Fi8faAaAS4 A&Al��e���l�i,����d�%lilsiitr�A4J:t*v�,., J. SCOTT Town of North Andover BK 5�0. ,. 853 Ob7Mor T') •`I �,'Y' °c COMMUNITY DEVELOPMENT AND SERVICES �' a 30 School Street North Andover, Massachusetts 01845 ti� ~•.,.:�' t+ '73ACNu` t NOTICE OF DECISION Any appeal shall be filled within (20) days after the date of filling this Notice in the Office of the Town Clerk. Petition of Mesio Development Premises affected nar. "n pi Ii I -5 Referring to the above petition for a special permit from the requirements of the North Andover Zoning' Svlaw Section 8.3 ( site plan review) so as to allow to construct a 24.000 Sf office building. APR 16'99 Am 10:01 After a public hearing given on the above date, the Planning Board xmsn (t,r ? (499 Tcvm C. rh SPECIAL PERMIT - SITE PLAN REVIEW x i. -.'aa k based upon the following conditions: g Date November 19, 1998 Signedc.0 Date of Hearing 8/18/98, 10/6/98, 10/20/98, 1/17/98 Premises affected nar. "n pi Ii I -5 Referring to the above petition for a special permit from the requirements of the North Andover Zoning' Svlaw Section 8.3 ( site plan review) so as to allow to construct a 24.000 Sf office building. APR 16'99 Am 10:01 After a public hearing given on the above date, the Planning Board 0 voted to APPROVE the SPECIAL PERMIT - SITE PLAN REVIEW x based upon the following conditions: g Signedc.0 0— m CC: Director of Public Works Richard S.Rowen. Chairman ro Building Inspector Natural Resource/Land Use Planner Alison Lescarbeau. V. Chairman Health Sanitarian Assessors John Simons. Clerk Police Chief Fire Chief Richard Nardella Applicant Engineer Joseph V. Mahoney Towns Outside Consultant File Planning Board Interested Parties CONSERVATION - (9711) 6118 9370 . HEALTH- (971)63&9540 • PLANNING - (9M 68&9575 • BUILDING OFFICE - (97916W9545 *ZONING BOARD OF APPEALS - (9'18) "&OUI • •IU MAIN STREET ESSEX NORTH REGISTRY OF DEEDS LAWRENCE, MASS." �/ D A TRUE COPY: ATTEST: RmC ITER OF DEED WILLIAM J. SCOTT Director Town of North Andover A RrN 2 p�ceo ,sq�'< OFFICE OF COMMUNITY DEVELOPMVIEN�W�V�D CES WN C Y 27 Charles Street {{T��RRO���� p,NpOVER North Andover, Massachusett�iil�8'45 O ` 1'9s ' ��` P2: SACHUS 1000 OCj 18 (978)688-9531 Fax(978)688-9542 Special Permit Extension At a regularly scheduled meeting of the Planning Board, duly posted, and held on October 17, 2000, the North Andover Planning Board voted unanimously to grant the extension of the Special Permit issued to Mesiti Development, for Executive Quarters located between Hillside Road and Route 125 dated, November 19, 1998. This extension is granted pursuant to Massachusetts General Law, Chapter 40A, Section 9, and will extend the above referenced Special Permit for a period of one (1) year. This permit is now due to expire on November 19, 2001. Signed as a sealed instrument this 18 day of October, 2000. North Andover Planning Board `Planning Board Chairman Commonwealth of Massachusetts Essex, ss 20 Then personally appeared Chairman of the North Andover Planning Board, and acknowledged the foregoing instrument to be the free act and deed of the North Andover Planning Board before me. 1. Notary Public My Commission Expires: BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 BK 5401 Town of North Andover MOR7y OFF= of COMMUNITY DEVELOPMENT AND SERVICES , 27 Charles Street North Andover, Massachusetts 01845 44�'•n.+' t+ WILLIAM J. SCOTT CM4ts� Dirrelor (978)688-9531 Fax(978)688.9542 November 19, 1998 Ms. Joyce Bradshaw Town Clerk 120 Main Street No. Andover, MA 01845 Re: Site Pian Review/Rt. 125 & Ellside Road (Executive Quarters) Dear Ms. Bradshaw, The North Andover Planning Board held a public hearing on Tuesday evening, August 18, 1998 at 7:30 p.m. in the Senior Center, upon the application of Mesiti Development, 11 Old Boston Road, Tewksbury, MA 01876 requesting a special permit under Section 8.3 Site Plan Review of the North Andover Zoning Bylaw. The legal notice was properly advertised in the North Andover Citizen on July 29and August 5, 1998 and all parties of interest were duly notified. The following members were present: Richard S. Rowen, Chairman, Alison Lescarbeau, Vice Chairman, John Simons, Clerk, Alberto Angles, Associate Member, Joseph V. Mahoney and Richard Nardella. Kathleen Bradley Colwell was also present. The petitioner was requesting a special permit to allow for the construction of a 24,000 SF office building. The location of the project is the corner of Hillside Road and Rt. 125 and is in the Business -4 (B-4) Zoning District. 11 Paul Marchionda was present to represent the Executive Quarters. Mr. Marchionda stated that it is a three story 24,047 SF four story building with office space on three floors and they are supplying a parking garage underneath. Dermit Kelley of DJK Associates went over his traffic study. Mr. Kelley stated that he saw 30,000 cars per day on Rt. 125 which cam out to 1,100 cars an hour. Mr. Kelley stated that Rt. 125 has a no access line. Mr. Kelley stated that if you put a driveway at Rt. 125 you would have to cross three lane of traffic to go south on Rt. 125. Mr. Kelley stated that the access out of the parking lot would be controlled by a stop sign. Mr. Kelley stated that the existing queue would be four cars and only thirty four cars would exit the site in the evening. Mr. Mahoney asked Mr. Kelley to repeat the number of cars per day. Mr. Mahoney asked who the building is geared for. Mr. Marchionda stated that Mr. Mesiti will be taking the majority of the building. Mr. Simons asked what the number of parking spaces there are. Mr. Marchionda stated that there are 80 spaces. Mr. Rowen asked what the number of spaces required were. Mr. Marchionda stated 80. Mr. Rowen stated that this building is huge for the community it's located in. Mr. Marchionda stated that the height requirement is 60 feet and we BOARD OF APPEALS 69"541 BUILDING 6884545 CONSERVA71ON 688-9530 HEALTH 688.9540 PLANNING 688.9555 are at 6, Road at have to. turn on] rare tha do to m that he into wh Kelley s Nardell; alleviate count v taken N Meador 7-9 a.m with the Mr. Ro Kelley! 12:00 p were ca emerge. Chestnt that it i! issues a Rosenb Rosenb people they wi stated t thirty fi they ha Ms. Le: signs. Paul Hi his revi went 01 locatioi connec is the b Ms. Le stated t exit wit Road. people B 5401 FG 255 are at 60 feet. Mr. Simons asked why they did not put a curb cut in on Rt. 125 between Hillside Road and Osco Drug. Mr. Kelley stated that if a car was traveling south on Rt. 125 they would have to make a U-turn to access the building. Ms. Lescarbeau stated that they could make a right tum only exit if they did a curb cut after the island on Rt. 125. Mr. Kelley stated that it is very rare that the state would let you access a no access line. Mr. Rowen asked what plans would you do to make it so people don't cut through Chestnut Green and Hillside Road. Mr. Kelley stated that he would put a right turn only sign at the exit. Mr. Simon asked if they could put a curb cut into where the island ends. Mr. Kelley stated that he could go back to the state and ask. Mr. Kelley suggested that they put a Do Not Enter sign at the back entrance to Chestnut Green. Mr. Nardella asked Mr. Kelley if he thought there was an access to tum out to Rt. 125 would that alleviate congestion on Hillside Road. Mr. Kelley stated yes. Wayne Gendran asked when the count was taken. Mr. Kelley stated one count was taken on March 13, 1998 and the other was taken March 24, 1998 and it was when Merrimack College was in session. Tim Tobin 19 Meadowood Road asked what time they did the counts. Mr. Kelley stated that they were done at 7-9 a.m. and then 4-6 p.m. Mike Rosenberger of Bucklin Road stated that he got a Est together with the other neighbors and they also did their own traffic study and they counted 1300 cars. Mr. Rosenberger asked if they counted the number of vehicles that enters Hillside Road, Mr. Kelley stated that he did not count that. Mr. Rosenberger stated that they did their study from 12:00 p.m. - 6:30 p.m. and they found 3 cars per minute that go through Hillside Road and 76% were cars cutting through. Mr. Rosenberger stated that the cut through was left there for emergency access only, per the safety officer. Mr. Rosenberger stated that the parking now in Chestnut Green is insufficient and people are parking on hillside Road. Mr. Rosenberger stated that it is very difficult pulling off of Rt. 125 onto Hillside Road as it is and there are also snow issues and rain issues. Ms. Lescarbeau asked if there is a no parking sign on Hillside Road. Mr. Rosenberger stated no, and there are also school buses that travel down the road. Mr. . Rosenberger stated that there have already been four accidents reported and our other concern is people coming out of the other exit of Meadowood. Mr. Rowen stated that he does not think they will use the other exit. Mr. Rosenberger asked if they considered Stop & Shop. Mr. Kelley stated that they considered Stop & Shop and Forestview. Mr. Rosenberger stated that there are thirty five children in the neighborhood that are under the age of six. Mr. Rosenberger stated that they have asked for signs to be put up for the people to slow down but, no one ever put them up. Ms. Lescarbeau stated that she would suggest they call and complain every day until you get the signs. Paul Hajec, the towns traffic consultant was present to talk about traffic. Mr. Hajec stated that in his review of the proposed development was that he feels the same way as the Board. Mr.Hajec went over some of his issues that he felt were important. Mr. Hajec stated that the design and the location of the driveway is a concern. Another problem is that there is no access line and connecting to Chestnut Green is crossing a wetland. Mr. Hajec stated that the driveway proposed is the best they can do. Mr. Hajec stated that they did the best they could do on land restraints. Ms. Lescarbeau asked what Mr. Hajecs feeling is on the right tum only onto Rt. 125. Mr. Hajec stated that if the no access line was not there it would be all right but, they need to evaluate the exit with the signage. Mousad Roya asked if Mr. Hajec thought that they should widen Hillside Road. Mr. Hajec stated that he does not think that is necessary. Mr. Roya stated that when people are trying tum it is very difficult to see if people are parking on Hillside Road. Bob Craft B1; 5401 PG stated that they have been putting a lot of signal lights on Rt. 125 in Andover and asked if the town has any input on putting a traffic light in. Mr. Rowen stated that the cars are going a lot faster at that part of Rt. 125 where Andover is putting in fights. Mr. Hajec stated that the state bases getting signal on signal warrants and he does not think that this intersection meets any signal warrants. Bob Craft stated that he does not agree. Bob Craft stated that he has been discussing this before Meadowood was put in and this town has done nothing to alleviate traffic, all's they did was put in a silly island. Gary William the architect stated that this is a four story building with ground level parking. Mr. William stated that there will be a lobby in the center of the building and three floors of office space. Mr. William stated that there will be a metal roof and lime stone arches The building will be made of textured block. Mr. Simons asked what the sides of the buildings looked like. Mr. William stated that it is the same as the front but, without the palladium window. Mr. Nardella asked how this resembles the height of Chestnut Green. Mr. Barrett stated that it is the same. Mr. Rowen stated that this is an awful looking pian and it doesn't go with the neighborhood. Mr. Simons stated that this is so different from anything else in the neighborhood. Mr. Simons stated that this building belongs in a business park on Rt. 128 and you didn't even show side views of the building which is a requirement. Ms. Colwell stated that we definitely need to have side elevations. Mr. Mahoney stated that we have to consider the abutting properties which it states right out of the zoning bylaw. Mr. Nardella stated that all the other buildings in the town are country looking. Mr. Marchionda stated that Mr. Mesiti could not be here tonight but that he would like Mr. Mesiti to tell the Board his feelings on the building. Mr. Rowen suggested that they down size the building. Mr. Marchionda asked if the height of the building or the design of the building. Mr. Rowen stated that the roof looks like a squatty little hat that doesn't fit the building. Ms. Lescarbeau stated to Bill Barrett that he has been around the town long enough to know what this Board is looking for and we've tried to get a village look. Ms. Lescarbeau stated that we've tried to get a village look and she does agree this is a little to much for this site. Bill Barrett stated that we did take a lot of time to design this and we want this first class. Mr. Barrett stated that he will be in the building, Mr. Mesiti will be there and another tenant. Mr. Barrett stated that he did not want an Osco Drug. Mr. Nardefia asked why teictured block and not wood. Mr. Barrett stated that is so they don't have to paint it every five years. Leslie 121 Winter Street stated that at the beginning of the meeting they said it will be three stories but, it looks four stories. Mr. Rowen stated that the fourth floor is the underground parking. Mousad Roya stated that the Chestnut Green building is much more appealing. This is the gateway to North Andover and we need to make something more appealing. Mr. Angles stated that this does not match anything in the neighborhood. Continued until September 15, 1998. There was no meeting due to the Primary Elections. Continued until the October 6, 1998 meeting. The North Andover Planning Board held a regular meeting on October 6, 1998. The following members were present: Richard S. Rowen, Chairman, John Simons, Clerk, Alberto Angles, Associa present. Paul M; Lescarb were thi architec window the Boa issues b suggest the Zon off the f think W Merrirtt; are very the land the striF represet asked w shingles Marchic building red colc material Colwell Kelly st; Kelly st; doing it. Irene Ci behind z homeov cut with Officer ; the safc Sgt. Sol stated tl Road. 1 intersec stated tl Hillside Rowen that he applicar 8K 5401 PG257 Associate Member and Joseph Mahoney. Kathleen Bradley Colwell, Town Planner was also present. Paul Marchionda was present to represent Executive Quarters. Mr. Rowen stated that Ms. Lescarbeau, Mr. Nardella and himself met with the developer. Mr. Rowen stated that the issues were the mass and the scale of the building. Tony Mesiti showed the Board a revised copy of the architecture of the building. Mr. Mesiti stated that they added pointed peaks, pillars and smaller windows to the building. Mr. Mesiti stated that they did not color the plan because we wanted the Boards input first. Mr. Simons stated that this is better in some respects but, still has some issues because it doesn't fit in with the other buildings. Mr. Rowen stated that Ms. Colwell suggested maybe removing the garage underneath. Ms. Colwell stated that they could try to get the Zoning Board of Appeals to give them a variance for less parking spaces so they could knock off the first floor. Mr. Mahoney stated that these buildings don't have to fit in with others and I think Watts Regulator Building is awful looking. Mr. Mesiti stated that they have taken a look at Merrimack College and took a look at the buildings next door. Mr. Mesiti stated that the trees are very high in the area and it will be difficult to see the buildings behind. Mr. Rowen questioned the landscape strip in the front of the building. A representative of Meehan Architects stated that the strip will be filled with trees. Mr. Simons asked what the material of the building was. A representative of Meehan Architects stated that it was brick, granite and limestone. Mr. Rowen asked what the roof was made of. Mr. Mesiti stated that they are flexible and can go with shingles. An abutter asked what is the necessity for having an underground garage. Mr. Marchionda stated that it is due to zoning. An abutter of 10 Peterson Road asked how the building is going to be accessed. Mr. Rowen stated that the brick is an improvement and a soft red color would be nice. Ms. Colwell stated that as long as the roof is not of shinny metal material. Mr. Rowen recommended that they uniform the roof to go with the building. Ms. Colwell passed out a letter that Jim Towle wrote asking for a traffic light to be installed. Dermit Kelly stated that they drew up a new alternative right turn out onto Rt. 125 on the plan. Mr. Kelly stated that he sent the letter to Boston to find out if it was feesable and how they go about doing it. Mr. Kelly went over the plans. Irene Catalano 37 Bucklin Road, stated that she does appreciate the no left turn bbt, she was behind a elder bus while it was waiting to take a left turn. Mr. Rowen stated that any input the homeowners have would he appreciated. Ms.'Colwell stated that Osco Drug already had a curb cut with the church that owned it prior. An abutter stated that he met with Sgt. Soucy, Saftey Officer and he recommends an entrance and exit and entrance on Rt. 125. The abutter asked if the safety officers comment would impact the states decision. The abutter asked if they could use Sgt. Soucy to propose this to the state. The abutter stated that when they met with Sgt. Soucy he stated that he would be against a traffic light because it would cause cars to back up onto Hillside Road. Mr. Towle stated that Hillside Road and Rt. 125 are the most heavily used than any other intersection. Mr. Rower stated that we are trying to make it a workable intersection. Mr. Towle stated that they are not solving existing traffic. They are not doing anything with Rt. 125 and Nillside Road. Mr. Towle stated that he waits 5-7 minutes sometimes to get out of hisroad. Mr. Rowen asked if the state wants to put in a traffic light would you recommend it. Mr. Kelly stated that he would not recommend it. Mr. Towle asked if Mr. Kelly is saying that because the applicant will have to pay for it. Mr. Kelly went over the numbers of cars that travel on Rt. 125 r Gk: 5401 PG and Hillside Road and he does not think it would beat the warrants for a traffic light for this .r' Ms. Co! location. An abutter stated that he is not sure that he is in favor of a traffic light but, he would * = <; •' condiria like city and the safety officer to be involved. Mr. Rowen stated that the town has hired a traffic t';; were an; consultant. Paul Hajec of Hajec Associates, stated that he agrees with Mr. Kelly and believes this is the best plan for this development. Mr. p p Hajec stated that he does not think that the state would Ms. Col approve a right turn onto Rt. 125. Mr..Hajec went over the number of cars needed for a warrant. lights on Mr. Kelly went over reasons why the states would not approve an exit on Rt. 125. Mr. Rowen - the fight: stated that he does not see a problem of having cars being backed up on 100' of Hillside Road. security An abutter stated that your affecting the complexity of the intersection. An abutter stated that his _ that they only request would be to have the traffic consultant and the safety officer to influence the state. Mr. Angles asked since there was an existing foundation on the property could there be a curb cut Mr. Sim already there. Mr. Kelly stated that there wasn't. An abutter asked if they could arc the island Marchio onto Rt. 125 so that cars can't enter from Chestnut Green. Mike Madderas stated that the Fire with a si Department would not allow that. Mr. Marchionda went over the landscaping plans with the sign was Board. Mr. Simons asked if they could lift the berm up and have a picket fence. Mr. Mesid Mr. Sim stated that they will be shielding the homes from the building. he hope! Continued until October 20, 1998. Dermic l Departtr The North Andover Planning Board held a regular meeting on October 20, 1998. The following Htghwa` members were present: Richard S. Rowen, Chairman, Alison Lescarbeau, Vice Chairman, John =. ii Kelly st< Simons, Clerk, Alberto Angles, Associate Member, Richard Nardella and Joseph Mahoney. Kathleen Bradley Colwell, Town Planner was also present. «.;; Mr. Sim Mr. Wei Paul Marchionda of Marchionda Associates, Michael Weinmeyer, Landscape Architect, Anthony p stated th Mesiti, Mesiti Development, Ken Grandstaff, Mesiti Development and Bill Barrett were presents representing Executive Quarters. Michael Weinmeyer went over the landscaping plans with the = Ms. Col Board. Mr. Weinmeyer stated that there would be a buffer on Hillside Road. They will be meeting keeping the existing trees and adding 6'-7' maple trees. Mr. Weinmcyer showed the Board would r! pictures of the property. Mr. Weinmeyer stated that they would put up an orange fence to save the existing trees. Mr. Weinmcyer stated that he would like to be there the day construction is F, - Contin started so he watch what trees are taken down and they don't make any mistakes. Mr._ Weinmeyer stated that they would be putting P.J. Rhododendrons in the front of the building The Not along Rt. 125 with a picket fence. followin Nardella Mr. Simons questioned what it would look like looking at the site from the homes on Hillside Road. Mr. Weinmeyer showed Mr. Simons pictures of what it would look like. Mr. Rowen Dave W asked what size the buffer trees were. Mr. Weinmeyer stated that they are 6'-7' high. Mr. to repre: Simons stated that they need to buffer the parking lot. Ms. Colwell asked if there was going to be standing a berm at the swale. Mr. Weinmeyer stated that there was not. Mr. Nardella stated that the cn at nil Board wants to make sure that there is a solid buffer to shield the homes from headlights. Mr. homes a Weinmeyer stated that they put in a lot of buffer but, if the Board would like to add more later ''" the hom that would be fine. Ms. Col _ that the, GK 5401 PG 259 Ms. Colwell questioned HVAC units. Mike Madderos stated that they are not typical air conditioners, they are air chillers which are enclosed like a dumpster. Ms. Colwell asked if there were any rooftop units. Mr. Madderos stated that there are none. Ms. Colwell questioned the lights on the site. Ms. Colwell stated that we don't want to see the tights on all night long, maybe just a light over the door. Anthony Mesiti stated that we could put the fights on a timer. Ms. Colwell suggested that they work with the Police Department for security reasons. Mr. Rowen stated that the light couldn't leave the property. Mr. Mesiti stated that they could work with their electrician. Mr. Simons questioned the sign. Mr. Madderos stated that it would be put on Rt. 125. Mr. Marchionda showed the Board a draft plan of the sign. Mr. Mesiti stated that they are working with a sign company to make sure we go by the Town's sign bylaw. Mr. Simons asked what the sign was made of. Mr. Marchionda stated that they are still working with the company on that. Mr. Simons stated that he hopes the sign is consistent with the building. Mr. Simons stated that he hopes the sign is subdued. Mr. Mahoney stated that Butcher Boy has an attractive sign. Dermit Kelly stated that he spoke to the Fire Department and Fred Soucy of the Police Department and they have no problems with the plan. Mr. Kelly stated that they spoke to Mass Highway today and they are going to be doing a study on this. intersection in the next year. Mr. Kelly stated that he gave Mass Highway a copy of the plan they did. Mr. Simons questioned whether Mr. Weinmeyer has ever seen islands in the road landscaped. Mr. Weinmeyer stated that he has seen islands with Rosarugueso on Cape Cod. Mr. Simons stated that he thinks it is a fabulous idea if the applicants would like to consider it. Ms. Colwell stated that she needs a final elevation plan. Mr. Mesiti stated that for the next meeting they would have the sign details and parking lot lighting. Mr. Rower stated that he would recommend Ms. Colwell draft a decision for the next meeting. Continued until the November 17, 1998 meeting, The North Andover Planning Board held a regular meeting on November 17, 1998. The following members were present: Richard S. Rowen, Chairman, John Simons, Clerk, Richard Nardella & Joseph V. Mahoney Dave Willett of Marchionda Associates and Mike Madderos of Mesiti Development were present to represent Executive Quarters. Mr. Willett stated that the proposed sign is 145 SF free standing and is 250' away from the homes. Mr. Madderos stated that there will only be two lights on at night for security reasons. There is one on opposite side of the building away from the homes and one in the far parking lot which will be facing down on the parking lot so that none of the homes will see the light. Ms. Colwell had questions regarding the ventilation of the parking garage. Mr. Madderos stated that they will be installing anodized aluminum louvers which look like siding. Mr. Mahoney Btu 5401 PG asked if it will be an all year round garage. Mr. Madderos stated that they would be but, they will not be heated. Masoud Rahgozar 15 Bucklin Road, had questions regarding the sign. Mr. Rowen stated that it if meets the sign bylaw requirements it can be put in. Mr. Nardella asked if it is the same sign as they did at Crossroads and if it is lit from the ground up. Mr. Madderos stated that it was. Mr. Rahgozar questioned what the building was made of. Mr. Nardella stated that the developer made a lot of movement from the first plans submitted and has worked a lot with the Town. Mr. Madderros stated that the columns will be made of limestone and the building will be made of brick. The bottom of the building will be made of clapboard and it will have a shingle or shingle affect roof. Mr. Rahgozar had concerns with the no left turn sign going on Hillside Road. Ms. Colwell stated that Sgt. Soucy is taking that to the Selectmen. On a motion by Mr. Nardella, seconded by Mr. Mahoney, the Board voted unanimously to close the public Hearing. On a motion by Mr. Nardella, seconded by Mr. Mahoney, the Board voted unanimously to approve the site plan review known as Executive Quarters - (H'alside Road and Rt. 125 bypass). Attached are the conditions. Sincerely, Richard S. Rowen, Chairman North Andover Planning Board Hills Site The: cons Distr and t Devt with The zoni FIN] 3. t 4. 5. 6. c 7. Fina Nor cont appr SPE 1. BK 5401 PB 261 Hillside Road — Executive Quarters Site Plan Review - Special Permit The Planning Board herein approves the Special Permit/Site Plan Review for the construction of a 24,000 SF office b Ading located in the Business — 4 (B-4) Zoning District. The proposed office building has an enclosed parking area on the ground floor and three floors of office space above. This Special Permit was requested by Mesiti Development Corp., 11 Old Boston Road, Tewksbury, MA. This application was filed with the Planning Board on July 16, 1998. The Planning Board Crakes the following findings as requited 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 adjacent to an existing office park and is zoned for business; 2. The use as developed will not adversely of rct the neighborhood as a sufficient buffer from lighting and noise has been provided; 3. There will be no nuisance or serious hazard to vehicles or pedestrians as a separate turning lane onto Rt. 125 will be created; 4. The landscaping approved as a part of this plan meets the requinernents of Section 8.4 of the North Andover Zoning Bylaw; 5. The site drainage system is designed in accordance with the Town Bylaw requirements and has been reviewed by Town's engineering consubirt; k 6. The applicant has met the requirements of the Town for Site Plan Review as stated in Section 8.3 of the Zoning Bylaw; 7. 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: SPECIAL CONDITIONS: 1. Prior to the endorsement of the plans by the Planning Board, the applicamt must comply with the following conditions: P 6K 5401 PG sip and a detail including size and materials a) The location of the entrance gn ' must be added to the play b) The final plan must be reviewed and approved by the Town's engineering r consultant, DPW and the Town Planner and subsequently endorsed by the ; Planning Board The final plans must be submitted for review within sleety days of filing the decision with the Town Clerk. -. C) A bond in the amount of tea thousand dollars (S10,000) shaU for the purpose of iagtring that a final as-bu�1t plan showing the location f all on-site utt'lities, structures, curb cuts, perg and age 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. 2. 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. - the line of the trees to b) Orange concuuction frntx must be placed along drip ` ` be preserved as shown on the plan. As shown on the Landscape Plan, all ,',;% '_ ` 5. _ c trees proposed within 25of the wetlands are to be saved. Existing trees adjacent to Hdlside Road must also be preserved. c) This lite must be reviewed and approved by the Town Planner prior to construction. d) The erosion control barrier must be erected along the 25' wetland buffer as " 4 shown on the Grading Pian. This barrier is to delineate the limit of work beyond which no clearing is to be done. y 3. Prior to FORM U verification (Building PermLssuaace) 6. a) The final site plan myiers 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. 7. 4. Prior to verification of the Certificate of Occupancy:` 2 BK 5401 PG 263, a) The applicant must submit a letter from the architect or engineer of the project stating that the Wilding. signs, landscaping. lighting and site layout substantially oompiy with the plans refixenced at the cod of this decision as endorsed by the Planning Board, The landscape buffer along 11illside Road must shield the adjacent homes from the glare of the headlights of the cars in the parking lot. b) The applicant must subunit a letter ficim the traffic engineer of the project stating that the site layout substantially complies with the approved -Conceptual Access Plan - Ak. 4' reftenced at the end of this decision as endorsed by the Planting Board. C) An 8' tall stockade *= must be constructed as indicated on the plan as an enclosure for the dumpster and air conditioning unit. d) The Planning Staff shall approve all artificial lighting used to illuminate the site. All fighting shall have underground wiring and shall be so arranged that all direct rays from such lighting 6LUs entirely within the she and shall be shielded or recessed so as not to shine upon abutting properties or streets. The Planning Staff shall review the site. Any changes to the approved lighting plan as may be reasonably required by the Planning Staff shall be made at the owner's expense. C) The budding must have commercial fire sprinklers installed in accordance with the North Andover Fire Department. 5. Prior to the final release of security: a) The Planning Staff shall review the site. Any screening as may be reasonably required by the Planning Staff will be added at the applicant's expense. b) A final as -Wilt plan showing final topography, the location of all on- site uuitm, structures, curb cuts, parking spaces and drainage facilities must be submitted to and reviewed by the Planning Staff and the Division of Public Works. 6. 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 minitnize any dust problems that may occur with adjacent properties. Any stock piles to remain for longer than one ti week must be fenced off and covered. 7. In an effort to reduce noise levels, the applicant shall keep in optimum working t, 7 order, through regular maintenance, any and an equilinicrit that shall emanate sounds from the structures or she. BIS, 5401 P 8. 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. 9. Any plants, trees or shrubs that have been incorporated into the Landscape Plan approved in this decision that die within one year from the date of planting shall be replaced by the owner. 10. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 11. Gas, Telephone, Cable and Electric utilities shall be installed underground as specified by the respective utility cornpanies. 12. No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 13. No underground fuel storage shall be installed except as may be allowed by Town Regulations. 14. 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 15. 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 tmdification by the Planning Board 16. Any revisions shall be submitted to the Town Planner for review. If these revisions are deemed substantial, the applicant must submit revisedplans to the Planning Board for approval. 17. This pecial Permit approval shall be deemed to have lapsed after 1 (two years from the date permit granted) unless substantik use or construction has commenced. Substantial use or construction will be determined by a majority vote of the Planning Board. 18. The following information shall be deemed part of the decision: a) Plan Titled: Materials & Elevation Project: Office Building for A. Mesiti Development Corporation North Andover, Massachusetts Prepared by: Meehan Architects Manchester, NH Dated: Nov. 12,1998. Scale: 1/8" = V 4 CC. Director of Public Works Building Inspector Health Administrator Assessors Conservation Administrator Planning Board Police Chief Fire Chief Applicant Engineer File Executive Quarters - Site Plan Review 5 BIS 5401 PG 265 b) Plan Titled: Executive Quarters in North Andover, MA Prepared for: Mesio Development Corp. I 1 Old Boston Road Tewksbury, Massachusetts Prepared by: Marchionda & Associates. L.P. 62 Montvale Ave., Suite l Stoneham, MA 02180 Dated: June 30, 1998, rev. 8/5/98, 8/7/98, 8131/98,11/12198 Sheets: 1 through 10 c) Plan Titled: Conceptual Access Plan — Alt. 4 (Htvside Road Right Turn Lane onto Route 125) Location: Hillside Road at site drive adjacent to Route 125 North Andover, MA Proponent: Mesio Development Corp. Tewksbury, Massachusetts prepared by DJK —Dermot J. Kelly Associates, Inc. Two Dundee Park, Suite 301 Andover, MA 01810 Date: 8!24/98, rev. 9/18/98, 10/19/98 CC. Director of Public Works Building Inspector Health Administrator Assessors Conservation Administrator Planning Board Police Chief Fire Chief Applicant Engineer File Executive Quarters - Site Plan Review 5 ftT r=171.1,114 V TOWN OF NORTH ANDOVER SIGN PERMIT DATE March 10,2003 PERMIT # 16-2003 This is to certify that Barlo signs for Coldwell Banker has permission to erect a 24" x 84" wall sign on / at 100 Andover By -Pass Providing that the person accepting this permit shall in every respect conform to the terms of the application on file in this office, and to the provisions of the Codes and By-laws relating to the sign regulations of the Town of North Andover. INTERIOR ILLUMINATED SIGNS ARE PROHIBITED Any violations of the Zoning Regulations regarding Section 6 of the Zoning By-law will void this pen -nit. inspector of Buildings &—"0--a 00 3 Date Yi F. M O_ 1,01.5E 0000Q # Wo \ O x z N N CO LO O O W r W cln Cl) P ch C.D CD CO >- O -j xw0 0¢O CCC'3 Q 00 Q Lo _ V- BARLO SIGNS 5414 50 5122 PERMIT ACCOUNT 27511353 1 158 GREELEY ST. PH. 603-882-2638 I 8 HUDSON, NH 03051 DATE � PAY TO THE ORDER O L9 -e DOLLARS (44 BANK OF N]W,tiANOSHIR A division of anknorth, N.A. 300 Franklin Street, Manchester, NH 03101 MEMO ,i:OLL40007L11: 27 SLL3S3� 0/ill' S L 2 2 iQ It NORTI{ P 504 ;. ,SSACMub- .PThis certifies that .... ,has permission to perfor it wiring in the builddi/injjg��of / at /-/� lfjl� Date...j7f " �..... TOWN OF NORTH ANDOVER PERMIT FOR WIRING �JJ &�orth Andover Mass .... .... ....... ..... ....;....... Fee.l� .....N21 .��////�n.—....... ELECTRICAL INSPECTOR Check # �� 5207 Use The Commonwealth of Massachusetts OfficeOnly Permit No. r Department of Public Safety .�' Occupancy & Fee Checked BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 3/90 (leave blank) APPLICATION FOR PERMITTO'PERF®RM ELECTRICAL WORK All work to be performed in accordance with t1he Massachusetts Electrical Code, 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date May 11, 2004 N. Andover' To the Inspector of Wires: The undersigned applies for a permit to perform the(electrical work described below. Location (Street & Number) 100 Andover $ydass Owner or Tenant Multi Systems )roup, Inc. Owner's Address 423-425 Merrimack Street, Lawrence (978)687-7176 VIs this permit in conjunction with a building permit: Yes ❑ Purpose of Building Commercial Existing Service Arps Volts New Service Amps / Volts Number of Feeders and Ampacity No 13 (Check Appropriate Box) Utility Authorization No. Overhead ❑ Un dgrd ❑ No. of Meters Overhead ❑ Undgrd ❑ No. of Meters Location and Nature of Proposed Electrical Work Run circuits for (8) cubicles OTHER: 4r 'NSURANCE COVERAGE: Pursuant to the requirements of Massachusetts General Laws Nave a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES ® NO ❑ I have submitted valid proof of same to this office. YES ❑ NO ❑. If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE ® BOND ❑ OTHER ❑ (Please Specify) (Expiration Date) Estimated Value of Electrical Work $ _ Work to Start Signed under the penalties of perjury. Inspection Date Required: Rough Final FIRM NAME CROWE & SONS ELECTRICAL CORP. LIC, NO. 17168A Licensee JAMES B. CROWE1716 8 A Signature LIC. NO. w 543 MIDDLESEX STREET LOWELL' MA 01851 AltBus.Tel.No. `978)453-8513 Address � Alt. Tel. No. 9 7 8 — OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage or its substantial equivalent as required by Massachusetts General Laws, and that my signature on this permit application waives this requirement. Owner ❑ Agent ❑ (Please check one) Telephone No. (Signature of Owner or Agent) PERMIT FEE $ 125.00 Total No. of Lighting Outlets No. of Hot Tubs No. of Transformers KVA No. of Lighting Fixtures Above In - Swimming Pool grnd. ❑ grnd. ❑ Generators KVA No. of Emergency Lighting No. of Receptacle Outlets No. of Oil Burners Battery Units No. of Switch Outlets No. of Gas burners FIRE ALARMS No. of Zones No. of Detection and Total No. of Ranges No. of Air Cond. tons Initiating Devices Heat Total Total No. of Disposals No. of Pumps Tons KW No. of Sounding Devices No. of Self Contained No. of Dishwashers Space/Area Heating KW Detection/Sounding Devices Local Municipal ❑ Connection [:]Other No. of Dryers Heating Devices KW No. of No. of Low Voltage No. of Water Heaters KW Signs Ballasts Wiring No. Hydro Massage Tubs No. of Motors Total HP OTHER: 4r 'NSURANCE COVERAGE: Pursuant to the requirements of Massachusetts General Laws Nave a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES ® NO ❑ I have submitted valid proof of same to this office. YES ❑ NO ❑. If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE ® BOND ❑ OTHER ❑ (Please Specify) (Expiration Date) Estimated Value of Electrical Work $ _ Work to Start Signed under the penalties of perjury. Inspection Date Required: Rough Final FIRM NAME CROWE & SONS ELECTRICAL CORP. LIC, NO. 17168A Licensee JAMES B. CROWE1716 8 A Signature LIC. NO. w 543 MIDDLESEX STREET LOWELL' MA 01851 AltBus.Tel.No. `978)453-8513 Address � Alt. Tel. No. 9 7 8 — OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage or its substantial equivalent as required by Massachusetts General Laws, and that my signature on this permit application waives this requirement. 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