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Miscellaneous - 300 CHESTNUT STREET 4/30/2018 (3)
300 CHESTNUT STREET 2101098.C-0001-0000.0 Date... Of NO°7M 1ti TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that .......P* /�..... ....................... has permission to perform ......—5e,,ow.E....... ............ wiring in the building of............e,.av4l�. ............................................... at.3co... ..................... North Andover Mass. LI 17463 ........... Fee.:7�. . c.No. ...... -eL�CTRICAL INSPECIT'01 Check # 0 5', 4 irotnraotrareaa o11 t/latatjecusffa Official use Only Bpa Permit No. !QS o cervices BOARD OF FIRE PREVENTION REGULATIONS ��and Fee Qr - (leare blank)k) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK ' All work to be perforin d in accordance with&aMmwhwdb Electrical Code{MEC},527 CMR 12.00 (PLEASE PRWTINWKORTYPEALLDWORM 770iV Date: � City or Town of /Ae,u f iJ4...,2 Ta the��r ofWi ."jm By this application the undersigned�`es notice of his or her intention to perform the electrical work described below. Location(Street&Number)Owner-orTenant ,7 ,� :PeTelephone No. Owner's Address _ Is this permit in conjunction with a building permit? Yes ❑ No ❑ (Check Appropriate Box) Purpose of Building .Utility Authorization No. Existing Service /0 Amps -1?,o1 ZYp Volts Overhead 0--'Undgrd❑ No.of Meters / New Service Amps ___/_Volts Overhead❑ Uudgrd❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: �'� INS-mu- &-2&C,)e,44r_ a" _ f �E Q,7 01 SC,),,y Q9-472FD 49V V/f-"a-lz- Coftwkfim of the oUoi ' fable=be,mived by the 1 r of MraL No.of Recessed Luminaires No,of Celt.-Susp.(Paddle)Fans 140.01- Tota Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Poral � ❑ ❑ Noo mumUnits cy No.of Receptacle Outlets No.of OR Burners -ALARMS Eft.of Tones No.of-Switches No.of Gas Burners o.IalSa Devices No.of Ranges No.of Ah Coad. Tvtar Tons No.of Ab ting Devices No.of Waste Disposers Heat Totals: Number ons ofSelf-Contained _ DetectiontAtertin Devices No.of Dishwashers Space/Area Heating KW Loeai❑ M a ❑Other C+annection No,of Dryers Heating Appliances KW. No.Securiof Devices or Equivalent No.o Water �, No.of o.of Data Whin Heaters Si Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Totaf AP Telecommunications Whin — 71No.of Devices or t OTHER: - Attach additional detail ifdmired oras rapnred by the taspeetor of Wages Estimated Value of ectrical Werk (When required by municipal policy.) Work to Start: / Inspections to be requested in accordance with MEC Rule it),and upon cornpietion. INSURANCE GE: Unless waived by the owner,no permit for the performance of electrical work may issue nnIess the licensee provides proof of liability insurance including"completed operation'coverage or its substantial equivalent. The undersigned certifies that such covemge is in force,and has exhibited proof of same to the permit issuing office, CHECK ONE: INSURANCE 9b BOND ❑ OTHER ❑ (Specify:) I certify,w4er fire paim and penalties ofperjury,drat the hrforwatrwn on Ili islmdzo is true and compltte. FIRM NAME: !V&i i Q it L c C-Titi CAL Cxaw7eAC-ri,ifc, Y I,iC.NO.: Licensee: JOAy n o �6 6&A Signature �� LIC.NO.: !=#It 3 (Ijapplicabl�enter exrmpt"in lire license rarmber line) � - $IIS.TeL Nt).: `17 f`"+y�iZ��Z b2 *Per M.G.L.c.147,s 57-61,security work " „ Alt.Tel.No.:�i3B•- �-1�-�73� requires Department of Public Safety S Licer>se: Lic.No. O�'VNER'S INSURANCE WAIVI?R: I am aware that the Licensee does Trot have the liability insurance coverage nanrnailp required by law. By mY signature below,I hereby waive this r�tiirernent I am die{check one)❑Domer ❑owner's Qwner/Agent �L Signature Telephone No. rPERDl1T IEE: COmmonweahk o f MaddacLettd Official Use Only 2apartment of ire Serviced Permit No. UV Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/07] (leave blank) 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 INFORMATION) Date: x/�-/A© City or Town of: If/o •����� 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) -3GU C4.S v✓i s i Owner or Tenant f12waC£ Z11 Telephone No. Owner's Address 064 Arc- o-.•/ AlC cl .9//f.-bJo./. Is this permit in conjunction with a building permit? Yes No ❑ (Check Appropriate Box) Purpose of Building (f£.CWLA/t Utility Authorization No. 9yo�ay� Existing Service_ Amps 1.2a/ o2gc)Volts Overhead❑ Undgrd Lam' No.of Meters 3 New Service Amps /moo /e2yo Volts Overhea Undgrd 0' No.of Meters Number of Feeders and Ampacity3 160,4 Location and Nature of Proposed Electrical Work: �,;t L A /��,�, S c tom, £ i� C /Vi4./ ( A l7—L �/LFvGti /.v) C/.J•,� n/C t dE c% Completion of the followingtable may be waived by the Ins ector of Wires. No.of Recessed Luminaires No.of Ceil:Susp.(Paddle)Fans o.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA r No.of Luminaires Swimming Pool Above ❑ n- ❑ oo mergency ig ing rnd. rnd. 113aite Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners o.of Detection an Initiating Devices No.of Ranges No.of Air Cond. Total Tons No.of Alerting Devices No.of Waste Disposers eat Pump umber ons KW o.o Self-Contained p Totals: Detection/Alerting Devices No.of Dishwashers S ace/Area Heating KW Local❑ Municipal ❑ Other p g Connection No.of Dryers Heating Appliances Kms, ecNoystems:* 1'Y No.of Devices or Equivalent No.of Water KW o.of No.of Data Wiring: Heaters Signs Ballasts No.of Devices or E uivallent No.Hydromassage Bathtubs No.of Motors Total HP a No.of Devices or E uivalent OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. Estimated Value of Elect ical Work: (When required by municipal policy.) Work to Start: /0 Inspections to be requested in accordance with MEC Rule 10,and upon completion. 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 cove5Age is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE LT BONDE] .OTHER ❑ (Specify:) I certify,under the pains and penalties of perjury,that the information on this application is true and complete. FIRM NAME: acu S4113-11 Cic%.c ��.c• LIC.NO.: /3oZf'S-A Licensee: MiCAA CL --3,9-D0--J Signature LIC.NO.: v 1 (If applicable, enter "exempt"in the license number line.) Bus.Tel.No.: Address: H D t3"4, s., U/1'/3 Alt.Tel.No.. *Per M.G.L.c. 147,s.57-61,security work requires 146artment of Public Safety"S"License: Lic.No. OWNER'S INSURANCE WAIVER: I am awar that the Licensee does not have the liability insurance coverage normally 1 required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑owner ❑owner's aent. Owner/Agent PERMIT FEE: $ /01 Signature Telephone No. 1 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Y www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): �� SA6,1A,,_, V,. e,. L£C i c (o -I c Address: City/State/Zip: 04/,_�-,7 Phone#: . s�,s'3 Are yop an employer?Check t1dappropriate box: Type of project(required): 1.2I am a employer with /,5' 4• El am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.F1 am a sole proprietor or partner- listed on the attached sheet. t ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10 Electrical repairs or additions + 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.7 Roof repairs insurance required.]t employees. [No workers' comp. insurance required.] 13.0 Other *Any applicant that checks box#1 musi also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. TContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. lam an employer that is providing workers'compensation insurance for my employees. Below Is thepolicy and job site Information. Insurance Company Name:_ %�v�� fs[.t ,. �,.r s J C li n erese OAK FrRC IsI SU IXt Co � Policy#or Self-ins.Lic.#: Expiration Date: "2 ZZ Job Site Address: �v ��,'�� 1 i- City/State/Zip: /l/w i�l -�cf��t •, �,�, Attach a copy of the workers' compensation policy declaration page(showing 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 WORK ORDER 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 certify under the a penaltles of perjury that the information provided above is true and correct. Sijznature: Date: Phone#: Q- PO3 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.Plumbing Inspector 6. Other I Contact Person: Phone#: e s rl°c ' Ply 260 Summer Street 617 695 3400 /D� 0 10th Floor 617 695 3310 fax / / Dewberry Boston,Massachusetts 02210-1131 www.dewbeny.com October 1,2009 Richard Detch AT&T Mobility 550 Cochituate Road Suites 13 & 14 Framingham,MA 01701 Re: Engineer Final Affidavit North Andover-SBA COLO(3349) 300 Chestnut Street North Andover,MA 01845 Construction of AT&T Installation Mr. Detch: In accordance with the requirements of Section 116.2.2 of the Massachusetts State Building Code, Dewberry-Goodkind,Inc. (Dewberry)inspected construction at the above location based on Rev-1 Construction Drawings issued by Clough,Harbour&Associates LLP,dated December 23,2004. Dewberry performed a post construction inspection on September 24,2009.Report is attached. Some discrepancies between the plans and the as-built conditions were observed to be de minimus. • The installed equipment shelter is smaller than what was proposed. • The installed ice bridge is longer than what was proposed,to accommodate the coax port location on smaller equipment shelter. Based on visual observations it appears that the project is complete and constructed in general conformance with the above referenced plans and specifications. If you have any questions,please do not hesitate to contact Dewberry-Goodkind,Inc. Sincerely, Dewberry-Goodkind,Inc "OF 414so BRADFORD MULLS CIVIL � N0.33966 Bradford A.Mills,P.E. tvTt�4° w� Assistant Branch Manager 14ALENt'A Cc: Richard Detch-AT&T Mobility Dewberry-Goodkind, Inc. Controlled Construction Affidavit Field Report Attn: Richard Detch AT&T Mobility 550 Cochituate Road Suites 13 & 14 Framingham, MA 01701 Site No. 3349 Site Name North Andover-SBA COLO Site Address 300 Chestnut Street North Andover, MA 01845 Date: 09-24-09 Weather: 78° - Sunny Arrived: 3:15 PM The following completed construction at grade was noted: • 12'x20' equipment shelter installed. Plans called for 11'-3"x26'-0". • Shelter on concrete piers, as shown in plans. Reinforcement could not be verified. • Installed ice bridge is approximately 35' long. Plans called for 19' long. • GPS installed on ice bridge, as shown in plans. • Installed 12 lines of coax, as shown in plans. • Utility meter and disconnect installed in meter bank as shown on plans. All notes and items in this field report are a record of observations made by Dewberry during site visit. Please notify Dewberry-Goodkind, Inc. in writing of any discrepancies, errors or misinterpretations. These will become part of the record of inspection for the Final Affidavit. Please find attached to this report,the annotated photos of completed construction& items observed. Copies: Richard Detch File Prepared By: y�—� Greg Terrien },' � ply �u'a tG f }''�\a '•� b'h'p_ WS c10RTly '9 Tovm Of . tAndover dower, Mass.,STT. AA &.&,4 coc.1CMEWIcK\V %S RATED BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System THIS CERTIFIES THAT...... BUILDING INSPECTOR �.t��.he�.��tl!�•s.. •.(���( • """"""""" Foundation has permission on ..�im.....�.1�4 �'sT�.1.,cT'... "1'J►?,a� . •••• �• Rough • Chimney to T ,qq�. .F�i,/. e.lmat...� '�a-. +%4 A. ►..wo...'.S !3gG provided that the person accepting this permit shall in every respect conform to the terms ofthe application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final ELECTRICAL INSPECTOR UNLESS CON T S Rough ............. . .... .. ..... Service ... . . .. .. .. . . ....... BUILD G PECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RouFinagh No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burnet moo, Street No. SE E REVERSE SIDE Smoke Det. NORTIy 0 of 0Y , dover, Mass., T O - LAKE COCMICME WICK RATED BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System . ............................... BUILDING INSPECTOR THIS CERTIFIES THAT............( .� ............. ) '�i .............. �. .1�,��� Foundation has permission to erect........................................ buildings oo.....a.A#j.T*v.t./...r........ trough to be occupied as......�.. 'r G............ ...d o,� '#" ��� Chimney . . . .............. . .. . . .. . . .. . . . . ................ provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. trough 46Final 3 O ow PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI TS Rough ............... .................. Service .. .. . . . ........... .... ..... . BUILDING INSPECTOR Final Occupancy Permit Required to Omtpy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. NORTH Town of __ CN o, O LAKE , over, Mass., T COCNICKEWICK %ds RAE TD 7 BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System P.).ft. AV. BUILDING INSPECTOR THIS CERTIFIES THAT............ . ............. ...........elk. �.� .�. ...................... Foundation has permission to erect........................................ buildings o o.....d.ku.n.vvr........rssrs.7.. Rough JIVANO to be occupied as......�.. r. ............ .....OX.......... ............� .................................. Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough am Final 3 0 owPERMIT EXPIRES IN 6 MONTHS 4j. ELECTRICAL INSPECTOR UNLESS CONSTRUCTI TS Rough .. .. . . ........ ........ Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. ' Date..... -.D1.:.a. .. 4oRTN °f"'.. °�S TOWN OF NORTH ANDOVER °? .-t' °-31m '° PERMIT FOR WIRING • ,SSACMUS� This certifies that ........../.,?.S.1, ........ ?w/..G........................... has permission to perform ..... .....,, z'e'.1.�.................................. wiring in the building of.....5�1�4e- �- ... /..�1/� L, ........................ at ...........S/7.................,North Andover,Mass. i Fee.115-..° -...... Lic.No. .,?-f 3 N.!>ti:n............::.,�r�.�r. LECMICAL INSPECTOW Check # r 7 �r 5 15L � Commonwealth of Massachusetts Official Use Only Department of Fire Services Permit No. Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. ]/071 (leave blank) 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 INFORMATION) Date: City or Town of. NORTH ANDOVER To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described elow. Location(Street&Number) G�� Gh� Owner or Tenant �—^ 97/ ` Telephone No of 3t'O Oc(p Owner's Address ` t1 ,rj r ale �p G/� �Y1rj Q !7/4/6 Is this permit in conjunction with a building permit? Yes ❑ No ❑ (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps 2,701 Volts Overhead ❑ Undgrd CJ No.of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Completion of the following table may be waived by the lis ector of Wires. No.of Recessed Luminaires No.of Ceil:Susp.(Paddle)Fans o.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ n- ❑ o.ot Emergency Lignting rnd. grnd. Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No. of Gas Burners No.of Detection and Initiating Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices Tons g No.of Waste Disposers Heat Pump Number Tons KW No.of Self-Contained Totals: I I I Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local❑ unicipal ❑ Other Connection Heating Appliances Security Systems: No.of Dryers g pp Kms' No.of Devices or Equivalent No.of Water KW No. of No.of Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent ----JTelecommunications Wiring: No. Hydromassage Bathtubs No.of Motors Total HP No.of Devices or E uivalent OTHER: Attach additional detail if desired, or as required by the Inspector of Wires. Estimated Value of Electrical Work: It Gd (When required by municipal policy.) Work to Start: ,'3 0 Inspections to be requested in accordance with MEC Rule 10,and upon completion. 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:) I certify,under the pain and penalties of per ry,that the information on this application is true and complete. FIRM NAME: Ct LIC. NO.: Licensee: Hf-LeG Vars&, Signature LIC. NO.: (IJ'applicable, nter "exempt"in Yhe license number line.) Bus.Tel. No.: Address: Alt.Tel. No.: *Per M.G.L c. 147, s. 57-61, security work requires Department of Public Safety"S" License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature belo , I hereby waive this requirement. I am the(check one)❑ owner ❑ owner's agent. Owner/Agent Signature Telephone N 7^ 3/0-0Lta PERMIT FEE: $ � `7 6Y2 X47/ 49 !y f The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information ll Please Print Legibly Name (Business/Organization/Individual): Address: SC7/- Ci /State/Zi h' P: ���•���`i-`� /�!�' ac<GPhone #: Are yob an employer? Check the propriate. o Type of project(required): 1. I am a employer with -l��• I am a general contractor and 1 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ D olition working for me in any capacity. workers' comp. insurance. 9. Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its ' required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL 1 I.[] Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp. insurance required.] Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this 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: Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing 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 WORK ORDER 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. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: Phone#: 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.Plumbing Inspector 6.Other Contact Person: Phone#: t Date..... .... . ... ... . ..J %ORTH Ott��ao .a 1ti TOWN OF NORTH ANDOVER p PERMIT FOR WIRING U This certifies that .............................................. ..... .. has permission to perform wiring in the building of.........1.:�:.�.1........- Co°f t ...... .............................................. TiYfr/ T at ......5...... ,Noah Andover,Mass. Fee ........... Lic.No.J..f`�.. 1'i.! . ... .. .... .I-I-C4��?�li... • LECTRICAL INSPECTOR i Check # J_L_3 ` E!� 7"1 -7 `Py % u5 . Commonwealth of Massachusetts Official Use Only Department of Fire Services Permit No. :7 4 BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked [Rev. 1/07] leave blank 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 INFORMATION) Date: 6)—,F G..—0-7 City or Town of: NORTH ANDOVER To the Inspector of Wires: By this application the undersigned gives noti a of •s or her intention to perform the electg*cal work de cribed below. Location(Street&Number) 3C �— �tE l / Owner or Tenant Telephone No- j/p p4e Owner's Address Qa /)')Q, �, PH� &/�Ilw 44e2 1 t wo Is this permit in conjunction with a building permit? Yes ❑ No ❑ (Check Appropriate Box) Purpose of Building GG�� Utility Authorization No. i Existing Service t" Amps ce/ Volts Overheadf' ❑ 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: f Completion o the ollowin table ma be waived b the Inspector of Wires. No.of Recessed Luminaires No.of Ceil:Susp.(Paddle)Fans o.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ n- ❑ o.o mergency Ig g rnd. rnd. Batte Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners No.of Detection an Initiatin Devices No,of Ranges No.of Air Cond. Tons otal No.of Alerting Devices No.of Waste Disposers eat Pump Number..-Tons o.of a -Contained Totals: Detection/Alertint,Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal Connection El Other No.of Dryers Heating Appliances KW Security Systems:* No.of WaterNo.of Devices or E uivalent No.of o-of Heaters KW Signs Ballasts Data Wiring; ` No.of Devices or E uivalent No.Hydromassage Bathtubs No.of Motors Total HP elecommnnfcations Wiring: No.of Devices or E uivalent OTHER: V Attach additional detail if desired, or as required by the Inspector of Wires. Estimated Valu7-5-17 f ical Work: OP (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. 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:) I certify,under the p 'nsand pen s of Perjury,that the information on this application is true and complete. FIRM NAME: c G LIC.NO.: Licensee: ,ray c,2 por SG rt C Signature LIC.NO.: 1 (If applicable, enter"exempt' in the license number line.) Address: Bus.Tel.No.: *Per M.G.L c. 147,s.57-61,security work requires Department of Public Safety" c S"License: Alt L l.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required bylaw. By si tur below I her aive this requirement. I am the(check one) ❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No,�a�Lu�" r71 PERMIT FEE: $ Ar The Commonwealth of Massachusetts >^i Department of Industrial Accidents Ogee of Investigations 1 600 Washington Street ` Boston, MA 02111 www.mass.gov/dia . Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/O-rganization/Individual): 5 /e CW Address: / co l City/State/Zip: Y'ko- ,4'1 uo C-Gf Phone Are you an employer?Check the appropriate box: r�ai Type of project 1.❑ I am a employer with 4. (] I am a general contractor and I (required):red): employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ [3I am.a.sole proprietor or partner- listed on the attached sheet x 7• ❑Remodeling ship and have no employees These sub-contractors have 8. [J Demolition working for mein any capacity, workers' comp.insurance. g, Q Building addition [No workers'comp, insurance 5. ❑ We are a corporation and its �, required.] officers have exercised their 10•61lectrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.Q Plumbing repairs or additions myself.[No-workers'comp. c. 1.52, §t(4),and we have no 12.E] Roof repairs insurance required.]t employees. [No workers' Comp. insurance required..] 13.[]Other *Any applicant that checks bo)'#l must also fill out the section below showing their worked'compensation policy information, t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lCont actors that check this box must attached an additional sheet showing the nam Of the sub wntmctors 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: Policy#or Self-ins. Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaratiion page(showing 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 WORK ORDER 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. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature: Date Phone#: L use only. Do not write in this area,to he completed by city or town official Town: Permit/LicenseAuthority(circle one): of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector Person: Phone#: a Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the'foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees.'However the owner•of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has riot produced acceptable evidence:of compliance with the insurance'coverage required." Additionally,MGL chapter 152,§25C(7)states'Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with-no employees other than the members or partners,are not required to cavy workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial r Accidents for confirmation of insurance coverage.. Also be sure to sign and date the affidavit. The affidavit should be returned to the city,or town that the application for the permit or license is being requested,notthe Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the numberlisted below. Self-insured companies should enter their self insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permittlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of lnvestigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel.#617-727-4900 ext 406 or I-8.77-MASSAFE Revised 5-26-05 Fax#617-727-7749 www.mass.gov/dia 14ORTown of North Andover Office of the Planning Department Community Development and Services Division 400 Osgood Street North Andover,Massachusetts 01845 http://www.townofnorthandovercom ray 14 Lincoln Daley P(978)688-9535 Town Planner F(978)688-9542 Town Clerk Time Stamp Town of North Andover Planning Board Application for Special Permit Please type or print clearly. - 1. Petitioner:New Cingular Wireless PCS,LLC c/o Anderson&.Kreiger LLP Petitioner's Address: 43 Thorndike Street,Cambridge,MA 02141-1764 Telephone number: (617)252-6575 2. Owners of the Land:SBA Towers,Inc Address: 5900 Broken Sound Parkway,N W,Boca Raton,FL 33487 Number of years of ownership: 7+ 3. Year lot was created: Pre-existing lot 4. Description of Proposed Project: As more fully shown on the attached plans and explained in the attached correspondence,Cingular proposes to attach antennas at an antenna centerline height of 122'on an existing 152'tower. Cingular also proposes to install within the existing fenced compound an approximate 11'x 20'equipment shelter for its ancillary equipment. 5. Description of Premises: Existing 5.23 acre lot with an existing telecommunications tower,with numerous antennas,enclosed and secured within a fenced compound containing ancillary equipment. 6. Address of Property.Being Affected 0 Chestnut Street,North Andover,MA(L-3) Zoning District: Residential 3 Assessors: Map: 98.0 Lot# 2 Registry of Deeds: Book#: 05224 Page#: 0212 7. Existing Lot: Lot Area(Sq.Ft) 5.23 acres Building Height n/a Street Frontage: yes Side Setbacks: 193'from tower Front Setback: 343'from tower Rear Setback: 105'from tower Floor Area Ratio: n/a Lot Coverage: n/a 8. Proposed Lot(if applicable): Lot Area(Sq. Ft) n/a Building Height n/a Street Frontage: n/a Side Setbacks: n/a Front Setback: n/a Rear Setback: n/a Floor Area Ratio: n/a Lot Coverage: n/a 9. Required Lot(as required by Zoning Bylaw): Lot Area(Sq. Ft) n/a Building Height n/a Street Frontage: n/a Side Setbacks: n/a Front Setback: n/a. Rear Setback: n/a Floor Area Ratio: n/a Lot Coverage: n/a 10. Existing Building(if applicable): Ground Floor(Sq. Ft.) n/a #of Floors: n/a Total Sq.Ft. n/a Height: n/a Use: n/a Type of Construction n/a 11. Proposed Building: Equipment Shelter Ground Floor(Sq.Ft.) #of Floors: Total Sq. Ft. Height: Use: Type of Construction 12. Has there been a previous application for a Special Permit from the Planning Board on these premises? Yes If so,when and for what type of construction? Board granted Sprint Spectrum's request to operate a WCF at the site.Copy of the decision is attached. 13. Section of Zoning Bylaw that Special Permit Is Being Requested§§ 8.3,8.9 and 10.3 14. Petitioner and Landowner signature(s): Every application for a Special Permit shall be made on this form which is the official form of the Planning Board. Every application shall be filed with the Town Clerk's office. It shall be the responsibility of the petitioner to furnish all supporting documentation with this application. The dated copy of this application received by the Town Clerk or Planning Office does not absolve the applicant from this responsibility. The petitioner shall be responsible for all expenses for filing and legal notification. Failure to comply with application requirements,as cited herein and in the Planning Board Rules and Regulations may result in a dismissal by the Planning B oard of this application as incomplete. Petitioner's Signature: Print or type name here:Scott F. Lacy (attorney for New Cingular Wireless PCS,LLC) trwner's Signature: Print or type name here: SBA Towers,Inc.(Authorization Attached) 15. Please list title of plans and documents you will be attaching to this.application. Cingular Wireless Site Name:North Andover-SBA Colo Site No:BOS-020'(855)dated 12/23/04 with Sheet COIC revision date 7/7/05 Section II of the attached correspondence contains a list of documents submitted with the application. JILL ELMSTROM MANN jmannatty@aol.com MANN &MANN,P.C. COUNSELLORS AT LAW 161 South Main Street,Suite 208 Middleton,Massachusetts 01949 Telephone:978-762-6238 Admitted in MA and NY Facsimile: 978-762-6434 XL4,N v &MANN, P.c. COUNSELLORS AT LAW 161 South Main sweet,Middleton,Massachusetts 01949 Tel:978-762-6238 Fax:978-762-6434 E-mail:imannatty2aol.coin JILL ELMSTROM MANN* KURT P.MANN* Admitted to practice in Mmachmetu&New York May 10,2001 Mr.Bob Nicetta Zoning Officer Town of North Andover 27 Charles Street North Andover,MA 01845 RE: SBA,Inc.,Building Permit application Dear Mr.Nicetta: SBA,Inc.has retained this firm as legal counsel to represent it in connection with its application to reconstruct the wireless communications facility located at 300 Chestnut Street,North Andover. In furtherance of this purpose, SBA filed an application for a building permit,dated April 20,2001,with the North Andover Building Department. On April 25,2001,in response to this application,you issued a notice of denial to SBA and referred it to the Board of Appeals for variance relief. In reviewing SBA's application and your denial,it is evident that SBA needs to clarify and restate the specific relief that it is seeking. Therefore,please accept this letter as both a clarification of the relief being sought and a request for reconsideration of your original determination. SBA desires to modernize and improve its facility by reconstructing the telecommunications tower that has been in existence since approximately 1953.This tower was lawfully constructed according to the rules in place at the time and clearly predates the enactment of Section 8.9 of the Zoning Bylaw of the Town of North Andover,which regulates the construction of wireless communications facilities. Consequently,this tower,pursuant to Chapter 40A, §6 of the Massachusetts General Laws and Section 9 of the Bylaw,is a preexisting non-conforming structure. Clearly,this is not a subject of debate since you acknowledge this fact in your zoning decision. Specifically,in the decision you note that the tower has a preexisting lot area(A-2),usage(B-3), setbacks(C-6),frontage(F-3),and building area(G-3). While it is not indicated in your decision,at 153 feet high,the height of the tower is also a preexisting condition. SBA is seeking a special permit for the reconstruction of a communications tower on the same location where the older lattice tower presently exists. Since Section 8.9 Par. (10)governs alterations,extensions,and reconstruction of existing non-conforming towers, SBA had intended on seeking relief thereunder and not pursuant to Paragraph 3. However,the section of the Bylaw that is referred to in your denial is Section 8.9 Par. 3,which is directed at new construction and not reconstruction. SBA offers this letter to you as a clarification of the relief sought and hereby requests that you reconsider its application and your referral to the Board of Appeals and instead refer SBA's application to the Planning Board,the special permit granting authority under Section 8.9 Par. (10). Very truly yours, &MANN,P.C. J lmstro M Cc: SBA,Inc. No Date..�.............. V MORTM °f,�`'°;•�40 TOWN OF NORTH ANDOVER PERMIT FOR WIRING SACMUSE� This certifies that has permission to perform .............................................................................. a wiring in the building of...........................:...-................................................. ......................................... ............. .North Andover,Mass. Fee ' ................. Lic.No!.... :.... ;...............................:....:J.....r................. ELECTRICAL INSPECTOR Check # WHITE: Applicant CANARY: Building Dept. PINK:Treasurer -� THECOM901 WEALMOFAMMI L-IUSE-17S Uthce Use only DEPARTAffiW0FPUBMICS4FM Permit No. c3'/ 5_ BOARDOFFIREPREVFV770NREGUL4TI011(S527CMR12:09 Occupancy&Fees Che -- 1 O UPPLICATIONFOR PERMIT TO PEWORMELEClRICAL 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) Date 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) SOa C( s t 'f' C C c 1 7C%-IJ C11— Owner 1-Owner or Tenant Vc-fl, zo ' Owner's Address ;2 9 -- "g , g. —AIN Is this permit in conjunction with a building permit: Yes M No ® (Check Appropriate Box) Purpose of Building f�/��o,.<< Cc.la�.� f Utility Authorization No. _0�U� Existing Service Amps Volts Overhead M Underground 1:3 No.of Meters New Service �Zgv Amps1 a0/2V,_-,Volts Overhead r--1 Underground No.of Meters 1aLocNumber of Feeders and Ampacity 3 -31- Location ation and Nature of Proposed Electrical Work No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total KVA No.of Lighting Fixtures Swimming Pool Above Below r7 Generators KVA ground ground No.of Receptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units No.of Switch Outlets No.of Gas Burners No.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones Tons No.of Disposals No.of Heat Total Total No.of Detection and Pumps Tons KW Initiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained Detection/Sounding Devices No.of Dryers Heating Devices ` KW Local a Municipal Other Connections No."Water Heaters KW No.of No.of Signs Bailasis No.Hydro Massage Tubs No.of Motors Total HP O OTHER• huxa co nage Ptastta tiDfttagtlaana-JsdWb adx sftC nal Laws Iha%cammrtLmbiUyhimm=Pcbcymdu*gCmVWOpembcnsCovaagecrtsabkrtde4mdat YES NO l hay RhT iIbdvdl dptodbfsmx1otheOlTi=YES M NO r If}wha%CdWWYES,plasemdi*thetypecfwmaWbydmadigthe Wpcpri*n� Ar� ® BOND 0 OTf&R 0 ( ) EVir mDate 2 F— 1 EStmmed Vak xdUedncal Wcdc$ Wctk�Swt InspectimD*Rgxstod Rough Final S"undaM%M1iMcfptijtey: . FIRI��MNAME —/—at'u ��• Go�� ,r Lioa�seNa I�ca>9ee �r`'. �.� LioatseNo f,7// , y BLzsit=Tel.Na F7&`-"777- 6080 Adckess .L�. ;"e.._ Sf. . X17-23 Ak.TdNo. OWNER'S INSURANCEWANQt;I.amm=thattheLio=does not +eti'ea>sLraneoLaaagzt�l ills fatilialegtrivala�astec ¢adbyMa�ad�Lst sGataalLaws anddv tmysigLmkm<nthis pe m$appkitMottwai�mtris lacitlt3t (Please check one) Owner a Agent El Telephone No. PERMIT FEE$ �� f ARNOLD H. SALISBURY, TOWN COUNSEL TOWN OF NORTH ANDOVER. MASSACHUSETTS WEST WING. SIXTH FLOOR CENTRAL BUILDING LAWRENCE, MASSACHUSETTS 01840 6B:3-27-31 June 24, 1968 Charles H. Foster, Jr., Building Inspector Town Office Building North Andover, Massachusetts Dear Charlie: You inform me, by your letter dat-ed June 18, 1968, that you have received an application for a permit to construct a "radio transmission tower" on a Chestnut Street parcel of land. As you point out, Section 4. 15 of the Zoning By—Laws expressly permits such a facility in a residence zoning district, and places no limitation upon the height of such a tower. Your precise inquiry is whether or not a permit may properly be issued for a radio transmission tower regardless of its height. I answer it in the affirmative. You call my attention to Section 8 of the Zoning By—Laws, entitled "Building Heights Permitted." The provisions of Section 8.5 limit only the height of "accessory structural features" of I principal buildings, and do not, in my opinion, reach to radio i transmission towers. f Very truly yours, Ar d afl s ry j Town Counsel AHS:ad Copy to: John B. Jenney, Esquire 600 Main Street, Waltham i June 18, 1968 Arnold H. Salisbury, Esquire Central Building Lawrence, Massachusetts Dear Arnolds I have had an application for a radio transmission tower to be erected on land of Gilbert Rea on Chestnut Street, North Andover. Section 4.15 of the Zoning By-Laws allows "radio, radar, television or radio telephone transmitting or broadcasting towersn. However, no mention is made of the heights allowed. In Section 8, having to do with building heights, no mention is made of towers,)or permitted heights of the towers. Can a permit be issued for a radio transmission tower regardless of the height of the tower? Very truly yours, BUILDI14G INSMTOR Charles H. Foster, Jr. CHFsad APPLICATION FOR PERMIT TO BUIQLD - NORTH ANDOVER, MASS. PAGE 1 MAP NO. LOT NO. 2 RECORD OF OWNERSHIP DATE BOOK PAGE ZONE • SUB DIV. LOT NO. I LOCATION - PURPOSE OF BUILDING OWNER'S NAM ��- - +7- `Z l�C'L NO. OF STORIES OWNER'S ADDRESS � ` BASEMENT OR SLAB • ARCHITECT'S NAME SIZE OF FLOOR TIMBERS IST 2ND 3RD BUILDER'S NAME _4_Aj� _ SPAN DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS DISTANCE FROM STREET " POSTS DISTANCE FROM LOT LINES-SIDES _ �� _ REAR GIRDERS AREA OF LOT / / /\ C,h� FRONTAGE L^fit i HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW �^1 ' !� c1 SIZE OF FOOTING X IS BUILDING ADDITION MATERIAL OF CHIMNEY IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION,,IF ANY IS BUILDING CONNECTED TO TOWN SEWER 1"•J ^ CQ -, r, IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS 3 PROPERTY INFORMATION SEE BOTH BIDES LAND COST EST. BLDG. COST � � PAGE 1 FILL OUT SECTIONS 1 - 3 EST. BLDG. COST PER SQ. FT. PAGE 2 FILL OUT SECTIONS I - 12 EST. BLDG. COST PER ROOM ELECTRIC METERS MUST BE ON OUTSIDE OF BUILDING SEPTIC PERMIT NO. 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR DA,WFiLE SBOARD OF HEALTH TED AGENT F E E -Q1L CY►� �r-cp t•L ,�QVwr. ..^ , PERMIT GRANTED / PLANNING BOARD oc 19 BOARD OF SELECTMEN /IV �(,[`', .✓✓✓✓iii' � ''LLQ.-✓� !/ u-�-Q�L ��;,:Z1C�t/l� � � 3 `�t.�4 X`t. il�-7�—',All G '[ BUILDING/INSIJECTOR Yt1T�p• 3,s APPLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS. PAGE 1 �— MAP NO. LOT NO11 A. 2 RECORD OF OWNERSHIP DATE BOOK PAGE ZONE • SUB DIV. LOT NO. LOCATION PURPOSE OF BUILDING C. -� OWNER'S NAME NO. OF TORIES ` ZE / - OWNER'S ADDRESS ` /ll ti +BASEMENT OR BLAB ARCHITECT'S NAME �1 SIZE OF FLOOR TIMBERS IST 2ND 3RD BUILDER'S NAMESPAN"~ /YL• , DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS DISTANCE FROM STREET 5C 6 C7 , " POSTS DISTANCE FROM LOT LINES-SIDES f REAR " GIRDERS AREA OF LOT FRONTAGE HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW SIZE OF FOOTING X IS BUILDING ADDITION f MATERIAL OF CHIMNEY IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE -Q IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION, 1t ANY. IS BUILDING CONNECTED TO TOWN SEWER I8 BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EBT. BLDG. COST PAGE 1 FILL OUT SECTIONS 1 - 3 EST. BLDG. COST PER 8Q. FT. PAGE 2 FILL OUT SECTIONS I - 12 EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. ELECTRIC METERS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR DATE' FILED S / 6- BOARD OF HEALTH SIG TU O O ER OR AUTHO ZED A NT F E �� PLANNING BOARD PERMIT GRANTED tom. 19 �y oz, J BOARD OF SELECTMEN BUILDING INSPECTOR f ARNOLD H. SALISBURY, TOWN COUNSEL TOWN OF NORTH ANDOVER. MASSACHUS. •TTS WEST WING. SIXTH FLOOR CENTRAL BUILDING LAWRENCE. MASSACHUSETTS 01840 June z4, .168 w Charles H. Foster, Jr., Building Inspector ' Town Office Building ---- - North Andover, Massachusetts Dear Charlie: You inform me, by your letter dated June 18, 1968, that you have received an application for a permit to construct a "radio transmission tower" on a Chestnut Street parcel of land. As you point out, Section 4. 15 of the Zoning By—Laws expressly permits such a facility in a residence zon' ng district, and places no limitation upon the height of such a tt.wer. Your precise inquiry is whether or not a p. rmit may properly be issued for a radio transmission tower re.ardless of i its height. I answer it in the affirmative.' You call my attention to Section 8 of t. e A..Dning By—Laws, entitled "Building Heights Permitted." The ,provisior , of Section 8.5 limit only the height of "accessory structural feairures" of principal buildings, and do not, in my opinion, reach to radio transmission towers. Very truly yours, Ar d ail .s ry Town Counsel AHS:ad Copy to: John B. Jenney, Esquire 600 Main Street, Waltham I I June 18, 1968 Arnold. H. Salisbury, Esquire Central Building Lawrence, Massachusotts Dear Arnold: I have had an application for a radio transmission tower to be erected on land of Gilbert Rea on Cr3stnut Street, North Andover. Section 4.15 of the Zoning By-LF- to allows ".radio, radar, television or radio telephone traismitting or broadcasting towers". However, no mention is m,- to of the heights allowed. In Section 8, having to do wits building heights, no mention is made of towers. or permitt 4 heights of the towers.. Can a permit be issued for a radio ora emission tower regardless of"the height of the tower? Very truly yours, BUILD114G INSMCTOR Charles H. Foster, Jr. CHF:ad i o r t r' Date./ r J N- J ', � Date. ................................ LORTOI 3?°;<;��`°.;•_�"o TOWN OF NORTH ANDOVER ° p PERMIT FOR WIRING �SSusE� This certifies that .. .....:. . '.. :..: .•--- has permission to perform ....,:.:::............' wiring in the building of.....�....l. !......f.:....:.:.:.2............................................ �..f................... North Andover Mass. at, ................................................. > Fee ................ Lic.No 61;j.. .... {� .� ...................................... EL ECTRICALINSPECTOR ��77 _ I, Check #/�S n WHITE: Applicant CANARY: Building Dept. PINK:Treasurer 1.°mmoaweat°i�t°�//la��ac�K'¢lf� OtTICt:ll USC Only IVa ..LJeParEmertE o�.>`ire�ervicsd Permit No. l BOARD OF FIRE PREVENTION REGULPMONS Ov. 1'1/ tel and Fee Checked ✓1 Rev. 11/99 ((cave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be perfornicd in accordance with the�biassachusctts Clt:Irical Code `IC ►I� (PL EASE• PRINT IN INK OR TYPE, LL IVFO 1.1710NJ llatc: I ] City or Town of. 23 (� By this application the undersigned�_tves n Ice of is or h r inten 'on to perform To he electrical or of k describ d below. ' Location(Street& f inber) Owner or Tenant C 5n � w Ci clepliouc No —61 Z— l 9a Owner's Address I �O s-• Is this permit in conjunc ion.with a buildiIVIng per uit? Yes No I- ❑ (Cher..A propriate Box) G`6 Purpose or Building I Utility Authorization No. Existing Service iD Anips l bolts Overhead ��—ti•o•� 0 ❑ Und;rd LJ Nu.of Meters. New Service Amps 1 '10 Volts Overhead❑ Ulfb `�('�;� Number of Feeders and Anipacit�. tt _ No.of deters - Location and Nature of Proposed EIectrical Work: s � l n lre/ollouine►able urav be iraiied br the Irrnccor•o(II'ircr No.of Recessed Fixtures No.oC Ceil.Susp.(Pad die)Faits No.of Total I I'rransfornie-s I{�::\ � V ' No.oCLighti Q Outlets INo.or IIut Tubs (Generators h1 A 1 No.of Lighting ixtures I Above ❑ !tt- I o.of mera i Stirimmina Pool I i ,enc}•i.tguung � 1 oriid. °rnd. ❑ Battery units ao No.of Receptacle tle!s INo.of Oil Burners /v FIRE ALARMS,I\o.of Zoties INo.of Switches INo.of Gas Burners litio•of Detecuoti and Initiating Devices j No.of Ranges I "Total No.of Air Cond. Tons No.of Alerting Devices 3 1o. of Waste Dispos •s tient Pump .Num umber I"Pons I K�� No.oC Scif-Contan ied Totals:1 IDetection/Alerting Devices I Nu.of DishwasherpamfArea Heating R''W Local ❑ 11-uf icipa! Connection Other I Q No.oCDryers IHentinr Applinnccs (Security Systems: Ii1V IYo.of eyater No.of Devices or Equivalent ,- ,. I\a.oC IVP.of � I•ieatcrs ,t1: � to , tiVirino: f� Si;tis Ballasts No.of Devices or Equivalent i� No.Hydromnssaae Bathtubs No.of lIotors Total IIP I Telecommunications ltiirin;: nOTHER: No.of Devices or Eauivalent Attach additlorral detail ijdesired or as required by the Gra ec:or o"Wires. ' INSURA�i CE COVERAGE: Unless waived by the owner,no pe.^,nit for the performance of electrical wort:may issue tile m P covera P :e e licensee provides proof of liability insurance including .completed operation" � or its substantial equivalent. 1 ne undersigned certifies that such coverage is in force,and has exIiibited proof of same to clic Permit issuing office. CHECK ONE: INSUILANCE Y BOND ❑ OTHER ❑ (Specify:) Estimated Value of Electrical Worf. (When required by municipal policy.) (E.�pirtion]Date) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. I CCt'tl�', till Iry na.irr\arrd n inntli,.e f/trlt the UrjUrllrat10n on this applicativrr is-tr:re and cvurplcte. I:IWiN I N: J , 10 Licensee n b mi&Son Inc. mZSCMICAL xar�clav `signature LIC.NO.: to &,2z� L1C.N0.• 3 (If of plica, 5P.0:Box 676 ►Amesbury,MA.01913 ' Bus-Tel No. �S3 Address: ;. .'s �5� _ O�YNER'S INSUI2.aNCE WAIVER: I am aware that the Licensee dour not/rave the liability insurance coverage normally 4a� required by cut Iaw. By my signature below,I liereby%vaive this Owner/A. requirement. I un clic(checi; nc)C1 owner owticr's �fi� ❑ a� Signature Telephone No. PIsRt11IT FL•L•: �1� 7REGISTERE NWEALTH-OF MASSACHUSETTS x �= TEL:(978)388-9453 LICENSED in MA-ME-NH FAX:(978)388-4902 PAGER:(978)545-2056 CI NS DFMASTERLECTRELECTRICIANISSUES THIS LICENSE TO JACK SANBORN & SON INC. ANBORN & SON INC C�G�czacadC PanGfiacto�e JACK V SANBORN 2 INDUSTRIAL•COMMERCIAL•RESIDENTIAL FO BOX 676 (p I7-�f'`s'-�s �oC h`OC 20 GLENWOOD ST. AMESBURY PO sox 676 MA 01913-0 01� JACK SANBORN,PRES. AMESBURY,MA.01913 11833 A 07/31/01 667585 ~` STATE OF MAINE - --.. 1� J STATE OF NEW HAMPSHIRE T OF PROFESSIONAL&FINANCLA LREGULATION ELECTRICIANS BOARD ELECTRICIANS EXAMINING BOARD .GERTIFIES THAT • LICENSE #MC66017590 + JACK SANBORN&SONIlVC r NAME JACK V SANBORN f LICENSED ELECTRICAL COA'IPANY IS LICENSED AS A MASTER ELECTRICL4,N PER-RSA 319-0 affiliated with JACK V SANBORN I. ' LIC.N 5704 M 05/31./01 EXPIRES- r ISSUED NOV 16, 1999 FXPIRES DEC 31,20 01 THIS CARD MUST BE PRESENTED TO THE ELECTRICIANS BOARD INSPECTOR UPON REQUEST. ' 1. r y Driver's License - —-- - — -- 05-06-05 05-06-05 M 6'00- DM S21420862 TOWN OF AMESBURY Dat of Birth Expires Sex Heit" Gass Number Massachusetts 01913 I Rasrnc¢ INSPECTION .SANBOW 11''9: I . f u, 61f1 i DEPARTMENT JACK V NAME 4 BIRCH LN _..; JACK SANBORN�P AMESBURY. MA i 50645 �3/sJpffE 01913 NATU E Q�l� I V IDATIN OF CI L - \ 1d2a oNIa1ffl8 5`f HA CARTER \ '65V6'50'W -i R _ \ — Ox.rt.___ 0 :�ar� 555'39'415'W iy Ad'19f \ cY \ \ 1 ,, \ \ 1 Id \\ \\ \\1 5> KS0.0f>055 tits ji `it 1 ill! ! 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N° 14202 (725) 65-5636 AL (716? aw-xx 7 "8 ijiii Na N.Andover,MA01085-A NTS rte, r SCP Ax pi`.rlJ� (E)Sprint trans (E) PP Q 60' � o puvr (E) TR and FNC u 12x8 csc (E) 4x4 Wooden Shed . tE, 16x8 Steel shed N.Andover, MAOI085-ANTS so, (E)Sprint 0 0 tans (E)PP Q 6D' F1 o pour (E)T'+ R and New FND (E' relocated csc 16x61 Steel shed ,�a�,� az .9 �z »�-_ 'Q o� w Po�,�¢-x-42 p J. �yU e23, -4t as - Z.Z. � - � ------------ _. x �, d � . �I � ' � ' � � , � � � � � � � � � � �� � � � � � � � � � � ��� 3 nr cv 1,5f CA r�,1) r -old-i COST/MARKET CONSTRUCTION DETAIL COST-MARKET VALUE EYB I A1B DEPRECIATION VALUE SUMMARY t ELEMENT CODE DESCRIPTION TYPE MMEL EFF.AREA .0 UNDEPRECIATED VALUELLd I I NORM IECONIFUN7 THE °.°COND I DEPRECIATED BUILDING VALUE I EXT.WALL 1 I = "I VALUATION BY 2 EFFECTIVE BASE RATE TOTAL CEPR.OB VALUE t ROOF STRUCTURE j TOTAL DEPR.XF VALUE ROOFCOVE TOTAL LAND VALUE MARKET j 2710,}�,3 INT.WALL 1 r TOTAL LAND'VALUE-AGRiCULT. 2 INT.FLOORING 1 j INCOME APPROACH VALUE 2 TOTAL AGRICULTURAL VALUE-CARD HEATING FUEL TOTAL AGRICULTURAL VALUE-PARCEL HEATING TYPE TOTAL COST-MARKET VAGUE:CARD 7 8 Z j,5 AIR CONO.TYPE TOTAL COST-MARKET VALUE-PARCEL I 31E, 5j MARKET FEATURES SPECIAL MODELS Scotcch©7664"Post-it"Routing-Request Pad . INCOME VALUATION ROUTING - REQUEST METHOD: GROSS ANNUAL INCOME PCT Please VACANCY&COLL LOSS / ❑BREAD TO Ad EFFECTIVE GROSS!,'.COME FIXED PERATING VACANT *} ALL::S S O R! - O U 1 L D l N i^,. I l.J^IXHANDLE RESEROVE FOR DEPR.PS B ❑ APPROVE NET ANNUAL INCOME��,�� �IJ�e I _ 1 AREA TOTAL PCT. TOTAL UNDEP—ECIATED and �%V 2 TYPE ' GROSS OF ADJUSTED COST,MARkET O AREA BASE AREA VALUE ErFORWARD 3 4 ❑ RETURN rn'I S 9-11 /' � � s ❑ KEEP OR DISCARD cqn Cal! (.TCl/'�� 6 ❑ REVIEW WITH ME p1196 INCOME VALUE YOFFIC.RECORD DATE pda V INDICATED Date From /� E BOOK PAGE MO YR IN U j SALES PRICE (1 1 U 4 `v' ;Jv 2 3 4 TOTALS NOTES 11MICRO WAVE DISH=MOrVEASL E UNE �T BUILDINGS/EXTRA FEATURES DATE ANNUAL PCT OB/XF DEPR. L BUILDING m.m.c_ NO. DESCRIPTtON UNITS UNIT PRICE ON RATE COND VALUE B TRAVERSE 3 subsidiary of M L F LU 4 �'z� V N I�r-� `�..' +.,a l! q 1. L I..i A.M.S.I. l'Y ntai ! '7 T{3v)i.: .} iJ� 0V 0w� .J 61° ! 18�t l~.' L S 3 SLD 45 3 4 5 6 • 8 S TOTAL OB/XF VALUE gs ` L1.ND LAND D TOTAL NI INFLU S GOND. TOTAL ADJUSTED c011 DESCRIPTION ZONING FRONTAGE DEPTH UNIT PRICE NOTES OTHER ADJUST. LAND VALUE LAND UNITS F FACTOR I FACTOR SPECIAL LAND CALC. ADJUST UNIT PRICE 1,3 11 Ei- i EL T� 'dc43,p56D2 �S-F j _lI.. :.16 . 41c�' 5�10:. 6 R F A 3E_ R LAW 1QI: 2'6 114,*99'E 1431 TEL REL 1sl {G ` a C 10000:0; 158 ,a0r- T07ALAREA its MAQV9:11%/A.IIc 7�i.� RELEASE 7 We, Charles H . Foster , Building Inspector for the Town + of North Andover Building Department , Frank Serio, Jr . , i Richard J. Trepanier, Augustine W. Nickerson, Raymond A . Vivenzio and Walter S . Soule, as we are members of the Town of North Andover Board' of Appeals, and John W. Graham, Charles A. Salisbury, Christine M. Smith, Kenneth C. Crouch and Ramsey A. Bahrawy members of the Board of Selectmen of the Town of North Andover , in consideration of payment in the amount of Thirty Five Thousand Five Hundred Fourteen and 40/100 ( $35 ,514 .40) Dollars in satisfaction of Judgment dated May 19 , 1986 in connection with United States District Court , District of Massachusetts , Civil Action No. 84-3309-C, and other good and valuble consideration, the receipt of which is hereby acknowledged, do hereby remise, release, and forever discharge Barry B. Teicholz , of 114 State Street , Boston, Massachusetts, from any and all agreements, contracts, claims, debts, demands , actions , causes of action suits, covenants , and liabilities of any kind, nature and description, in Law or in Equity, which we now have or ever had, from the beginning of the world to the present, and more specifically on account of a certain action entitled John Carter and Raymond Agler v. Rollins Cablevision of Massachusetts, Inc . , et .al . , United States District Court, District of Massachusetts , Civil Action No . 84-3309-C and an agreement by the said Barry B. Teicholz to pay the debt established by a Judgment for the so-called "Town Defendants" in said action. Signed and sealed this day of , 1987 . Charles H. Foster , Building Inspector for the Town of North Andover Building Department rank erio, Jr . Ricfiard J. Trepanienj , �!. �I � j •� ,! � i '��� �,Fx ���,�� �� k� �� j;� i 4' , � slit, ! � $� �� o sll Augu ne W. Nickerson Y i r Ray and A . Vivenzio Walter S. Soule Board of Selectmen: /- Z)0, 42' 0425L Town of North Andover Ot r►ORTH , OFFICE OF ? ,•'"" �oo �) OMMUNITY DEVELOPMENT AND SERVICES o 27 Charles Street North Andover, Massachusetts 01845 Ws„cHusE`�h WILLIAM J. SCOTT "S Director (978)688-9531 Fax(978)688-9542 NOTICE OF DECISION e C) Any appeal shall be filed This Is tn�j,ow ,OM� z �--q�M have elapsed from data d it,P&M�e.ftd x rO m within (20) days after the don o a z CO m date of filing this Notice p� // r--n.� in the Office of the Town Townta�alt Z7 �m_� Clerk .v 0 Date: June 30,2000 W Date of Hearing : May 16, 2000 y Petition of: Sprint Spectrum,LP, One International Boulevard,4L51# �° Suite 800,Mahwah,NJ 07495 6 l 9 z Premises affected: 300 Chestnut Street Referring to the above petition for a site plan special permit from the requirements of m N � , - Section 8.9 of the Zoning Bylaw aD ro 0 so as to allow: the installation and operation of a wireless service facility including nine panel antennas and associated cabling, utilities and equipment on an existing tower structure. N ,S; N U Ln O After a public hearing given on the above date, the Planning Board voted To APPROVE 0 o the site plan special permit, based upon the following conditions: - 0 Signed a, o U �4 CC: Applicant Alison Lescarbeau, Chairman 0 10 Engineer v John Simons,Vice Chairman 4 �+ Alberto Angles, Clerk rO :..u. m o 04s Richard Nardella A a Richard S.Rowen , e t { ry!t k William Cunningham } t v^'� "� t L yy BOARD OF APPEALS 688.9541 BUILDING 683-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Sprint Spectrum LP—300 Chestnut Street Special Permit The Planning Board herein approves the Special Permit to install and operate a wireless service facility including nine panel antennas and associated cabling, utilities and equipment on an existing tower structure in the Residential 3 Zoning District. This Special Permit was requested by Sprint Spectrum LP, One International Boulevard, Suite 800, Mahwah, NH 07495. This application and additional documentation as cited herein was filed with the Planning Board on April 1.4, 2000 with subsequent submittals on file. The Planning Board makes the following findings as required by the North Andover Zoning Bylaw Section 8.9: FINDINGS OF FACT: 1. The specific site is an appropriate location for the project as it is being colocated on an existing wireless location. 2. The use as developed will not adversely affect the neighborhood as indicated by the analysis conducted by Wellman Associates, Inc. 3. The carrier has demonstrated that the facility is necessary in order to provide adequate service to the public. i. 4. The plan meets the requirements of the Wireless Service Facilities By-law section 8.9. 5. 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 8.9 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: Discontinuance Abandonment a) At such time that a licensed carrier plans to abandon or discontinue operation of wireless service equipment, such carrier will notify the Town by certified US mail of the proposed date of abandonment or discontinuation of operations. Such notice shall be given no less than 30 days prior to abandonment or discontinuation of operations. In the event that a licensed carrier fails to give such notice, the wireless service equipment shall be considered abandoned upon discontinuation of operations. l b) Upon abandonment or discontinuation of use, the carrier shall physically remove the wireless service equipment placed on the site by the carrier within 90 daysfrom the date of abandonment or discontinuation of use. "Physically remove" shall include, but not be limited to: i i) Removal of antennas, mount, equipment shelters and security barriers installed f by the carrier (unless the same will continue to be used by the owner) from the subject property. } ii) Proper disposal of the waste materials generated by the carrier from the site in accordance with local and state solid waste disposal regulations. i c) As a condition of any special permit for the placement, construction or modification of a wireless service equipment at the site, the carrier shall place into s escrow a sum of money to cover the costs of removing the facility from the subject property. Said amount shall be certified by an engineer, architect or other qualified professional registered to practice in the Commonwealth of Massachusetts. Said funds shall be held by an independent escrow agent to be appointed by the carrier and the SPGA. The carrier shall authorize and, as necessary, shall obtain the authorization of the owner of the property to allow the escrow the subject property to remove the facility when the facility has been abandoned or discontinued. In the event the posted amount does not cover the cost of demolition and/or removal the Town may place a lien upon the property covering the difference in cost. d) The equipment shall be deemed to be abandoned or discontinued if it has not been used for the purpose for which it was originally constructed for a period of six (6) months or more. Once abandonment or discontinuance has occurred, the carrier shall remove the equipment placed by the carrier from the subject property within ninety days. In the event that the carrier fails to remove the equipment, the town shall give notice to the carrier and the independent escrow agent that the equipment shall be removed by the escrow agent forthwith and the escrow agent, after affording written notice seven days in advance to the carrier, shall remove the facility. 2) Performance Guarantees a) Insurance in a reasonable amount determined and approved by the SPGA after consultation at the expense of the applicant with one (1) or more insurance companies shall be in force to cover damage from the equipment on the structure, damage from transmissions and other site liabilities. Annual proof of said insurance must be filed with the SPGA. b) Funds, sufficient in the opinion of the SPGA to cover annual maintenance of the equipment on the facility, shall be placed into escrow and shall be held by the independent escrow agent who shall be authorized to expend the funds for the maintenance of the equipment on the facility on terms to be agreed upon by the carrier and the SPGA as a condition of approval of the special permit. i c) Annual certification demonstrating continuing compliance with the standards of the Federal Communications Commission, Federal Aviation Administration and the American National Standards Institute shall be filed with the SPGA by the Special Permit holder. f 3) Term of Special Permit.. a) A Special Permit issued for any wireless service facility shall be valid for three (3) years. The special permit may be renewed under the same criteria as the original special permit, provided that the application for renewal of the special permit is made prior to the expiration date of the original or any renewed special permit. Additional measures governing the administration of the special permit are found in Section 10.3 of the Zoning Bylaw. b) After the equipment on the facility is in operation, the applicant shall submit to the SPGA, within 90 days of beginning operations and at annual intervals from the date of issuance of the Special Permit, preexistent and current RFR measurements. Such measurements shall be signed and certified by an RF engineer, stating that RFR measurements are accurate and are in compliance or why the measurements fail to comply with all applicable FCC Guidelines as specified in . Section 8.9(4)(c)(1) RFR Filing Requirements of this Bylaw. The measurements shall be submitted for the equipment proposed on this facility. This condition shall be in effect until such time as an additional carrier proposes equipment on this facility. At that time, this obligation will fall upon the proponent of the additional equipment so as to obtain a better measure of the cumulative effect of the facility. c) After the wireless service facility is in operation the applicant shall submit to the SPGA;within 90 days of the issuance of the Special Permit, and at annual intervals from the date of issuance of the Special Permit, preexistent and current measurements of acoustic noise from the wireless service facility Such measurements shall be certified and signed by an acoustical engineer, stating that noise measurements are accurate and meet the Noise Standards sub-section 6.13.14.5 of.this Bylaw. This condition shall be in effect until such time as an additional carrier proposes equipment on this facility. At that time, this obligation will fall upon the proponent of the additional equipment so as to obtain a better measure of the cumulative effect of the facility. s d) The applicant and co-applicant or their successor in interest shall maintain the i wireless service equipment in good condition. Such maintenance shall include, but shall not be limited to, painting, structural integrity of the equipment. 4. Prior to the endorsement of the plans by the Planning Board, the applicant must comply with the following conditions: a) The applicant shall provide a map indicating the intended locations for testing as required above. b) A bond in the amount of$5,000 shall be posted for the purpose of insuring that a final as-built plan showing the location of all on-site structures. 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. 5. 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) The applicant shall provide the necessary escrow accounts and insurance as required in the above sections. 6. 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. 7. Prior to verification of the Certificate of Use and Occupancy: a) The applicant must submit a letter from the architect or engineer of the project stating that the construction and operations substantially comply with the plans referenced at the end of this decision as endorsed by the Planning Board. b) Alllighting placed by the carrier on the subject property shall have underground wiring and shall be so arranged that all direct rays from such lighting falls entirely within the site and shall be shielded or recessed so as not to shine upon abutting properties or streets. The Planning Office must approve any changes to the approved lighting plan as submitted by the applicant. A , 8, Prior to the final release of security: a) A final as-built plan showing final construction and location of the wireless hardware shall be submitted to and reviewed by the Planning Staff. 9. 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. 10. 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. 11. No equipment or other equipment that will emanate noise-exceeding levels cited herein shall be placed on the exterior of the structure. Such equipment shall be i enclosed as shown on the plans. 'i 12. All site lighting shall provide security for the site and structures however it must Inot create any glare or project any light onto adjacent residential properties. 13. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 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, that date being June 30, 2002 unless substantial use or construction has commenced. Substantial use or construction will be determined by a majority vote of the Planning Board. 18. The following waivers were granted in determining this decision: a) Waiver to provide a map showing other preexistent and approved wireless service facilities in North Andover and outside North Andover within one mile of its boundary; b) Waiver to provide tree cover on the subject property and all properties directly abutting the subject property by dominant species and average height; c) Waiver to provide lines representing the sight line showing viewpoint (point from which view is taken) and visible point (point being viewed); d) Waiver(s)to provide all sight lines as described in Section 8.9.5.d.iv.1-4. e) Waiver to provide a landscape plan including preexistent trees and shrubs and those proposed to be added, identified by size of specimen at installation and species; f) Waiver to schedule a balloon test with the Planning Board at the proposed site. 19. The following information shall be deemed part of the decision: Plan titled: Sprint PCS SBA Tower 300 Chestnut Street North Andover,MA Prepared for: Sprint Spectrum LP One Internatinal Boulevard, Suite 800 Mahwah,NJ 07495 Prepared by : Bay State Design Associates,Inc. 266 Summer Street Boston,MA 02210 Dated: 12/7/99, revised 1/28/00, 3/15/00, 4/4/00 Sheets: T-1, Cl-C3, Al b) Report: Application for Wireless Services Facility Special Permit, April 14, 2000 Prepared for: Sprint Spectrum LP, 300 Chestnut Street,North Andover, MA Prepared by: Wellman Associates, Inc. 10 State Street Newburyport,MA 01950 cc. Building Inspector Applicant Engineer 1 .................... IN" a+ t WiM. Registry of Deeds Northern District of Essex County Lawrence, MA 01840 0 2100 9/1 v: M; �5. Ty-jue )`J 5 4,8-` 11.25 ow is WPM Li ype -5 AS&AWN '"A '49 25 14!25 I QVY7��W Total 149.25 Payment C'Fieck yr U e 71-I.PiINK jlij! f -020A • rs �OkTy�.� r. AoniL71t •�„� 1855 ;v 44 •1,11 TV TOWN OF NORTH ANDOVER • MASSACHUSETTS BOARD OF APPEALS Notice:—This application must be typewritten; filed in duplicate; and accompanied by a plan of the affected premises,a copy of the refusal by the Building Inspector or other authority. APPLICATION FOR VARIATION FROM THE REQUIREMENTS OF THE ZONING ORDINANCE Massachusetts Institute Applicant: Of TP h hn n l n gy — Address: TO THE BOARD OF APPEALS: Application is hereby made for a variation from the requirements of Section 8 —Paragraph--S—of the Zoning Ordinance. Premises affected are situated on the North South Fast; West I side of Chestnut qtr t; feet distant from the corner of Nus room �-of� Street and known aVNUMBER—_ 300 Chestnut -treet. Description of (Proposed) (EXXfilM Building 1. Size of building:': . *se bel met front tower wi eel deep on a 41 by 41 concrete pad. Height:None stories: 140___ feet; with mounted 101 diameter 2• MXMZTZ XXUse: (of each floor) Please SPF answer to #7 reflector = 1451 . 3. Zoning District-Country Residence 4. Date of erection- Contemplated as soon as possiblf 5. Type of Construction: (check one) 1-11 Steel III please see attached plan 6. Has there been a previous appeal, under zoning, on these premises: Na marked A. 7. Description of proposed work or use:.-. The P ron o s ed tower i s to be used to make antenna test measurements on the Signals from radar towers to Hill, North Andover. ' 8. The principal points upon which base life, application areas follows: The proposed structure is to be used in connection with the radar towers do er which are a Vital part, of the a ' ear h I)roRrram in radar and We IXa ee•t a for dyertisin in ne 's aper and incidental expenses. :�Towewwlq�' �e r7ang lar �r>T' shape, about 3 feet on a side MASSACHUSETTS" " �� � INSTITUTE OF TECHNOLOGY By ��r1 L1 / /u'rir., Attorney J' Signature of responsible applicant - 2 - January 4, 1958 with the Board of Appeals, and the Board further directs that the Building Inspector issue the necessary building permit in accordance with this decision. Sincerely, TOWN OF NORTH ANDOVER BOARD OF APPEALS Donald F. Smith, Chairman Daniel OtLeary Henry E. _Lund Nicholas F. Nicetta John J. Hillis, Associate Member DFS:ad ,r 1aa1! � ►• Olt fir .L F r . A►RIl7n .7C 9 i�SS•...•cfi AfHU� � TOWN OF NORTH ANDOVER MASSACHUSETTS BOARD OF APPEALS John J. Lyons, Town Clerk January 4, 1958 Town Building North Andover, Mass. Dear Sir: DECISION The Board of Appeals held a Public Hearing on Monday evening, December 9, 1957 on the application of Massachusetts Institute of Technology requesting a variation of the Zoning Ordinance so as to permit the erection of a certain radar tower for antenna test measure- ments, to a height in excess of that permitted Section 8 of said Zoning By-Law entitled "Building Heights Permitted", on XMIs Hi11, off 300 Chestnut Street, North Andover. _ This Public Hearing was advertised in the Lawrence Evening Tribune on November 27, 1957 and the abutters were duly notified. The members present and voting on this application were: Donald F. Smith, Chairman; Daniel O1Leary, Henry E. Tuna, Nicholas F. Nicetta and John J..Willis, Associate Member. _ Mr. Nicetta made the motion to GRANT the variance, seconded by Mr. Willis and voted unanimously by the Board for the following reasons: It appears to the Board that this tower is a necessary adjunct to the transmitting tower located on Boston Hill, for which tower the Board of Appeals has previously granted a variance _iander e of January 28, 1957. It appears that there are* no buildings in the near vicinity so that there would be no danger to surrounding structures. It further appears _ that no transmitting is contemplated from this tower, but the, tower is to be used solely to test and measure sijznals to be sent from the radar tower on toston Hill. It also appears that the erection of this tower is. important in the • interests of our national defense. The Board therefore GRAMS the variance applied for provided that the tower and appurtenances be con- structed substantially in conformity with the plan submitted and on file r 4 e \ HERRICK, SMITH, DONALD, FARLEY & KETCHUM BOSTON, MASSACHUSETTS w November 25, 1957 F Building Inspector Town of North Andover North Andover, Massachusetts Dear Sir: Application is hereby res ,;y Mas h .setts Institute of Technology. (the Institute) for rai erect and maintain a 340 foot steel tubular trianpvl8r adio tower and an utility building 10 fe::.t by 12 feed- with a n link security fence around the immediate area tori rd building on a certain. tract of land owned by thy Teen d North Andover, Massachu ttst The -pecific�site for 300 sthe terection of the above-described over and b 1ding is At or near the crest of P+"ushroom. Fill in sal Town. The tract -of land ?, ed b rothy B. Greenwood is shown on the attached pl , co 4 which are enclosed,' and consists of 8.36 aeras, re or less, generally described as follows: Southerly :�y nd now or ormerly of Gilbert Rea, Fagterly by land .no,.sr or forme-• of ;�u la F. and Ruth'-wilson, Northerly. by land of Dorothy B. G enwrood, an Westeriv by Chestnut Street. The pro ed toy., will have mounted on it a ten-foot diameter reflector attic s center so that the total height over-all will be 145 feet. a structure willed to ±sake, a rftennA_tit measurements on the radar srom the ra icr overs to be o era ,ec�b �e ns eon os on Hi 11 n or��An36V-6 The 101 by 12f building at the base of the tower wjl � be used to house electronic equipment necessary to make the antenng test measurements and to house personnel -,•-orkin;_� on maintenance during bad weather. The tower will be unmanned except for maintenance work. The Institute has an Informal a;;reewent with .Dorothy B. Gref>nwrood whereby it is proposed to lease the aforesaid tract of land known as MuGhroim Hill for a periso� of six years With an HERRICK, SMITH, DONALD, .FARLEY & KETCHUM Building Inspector BOSTON, MASSACHUSETTS -2- option to renew for an addit+oval six years+ At the termination of ' the lease, the tourer will be torn dowm and the _._---- Attention is called to Section 4; paragraph 4. 15 of the Zoning Ordinance which permits, among other things, in a Resident District, the erection or construction of radio, radar or televitioL towers,. I'But not their studios or offices. " The proposed use of the land in question will not involve the use ofhe premises either as a "studio" or "office. " Office Work, as sue , will be done at Lincoln Laboratory of the Institute in Lexin ny Massachusetts. It is the opinion of the Institute that the posed use: of the premises is a use - permitted under para . ra h 5 oP Section 4. The Institute also takes notice of Sectio dealing with building heights and wh31e it is i as to w her said para- graph 8.5 specifically covers a t er s as the one proposed, nevertheless it is willing; to b ound b your decision as to whether permission of the Board of App a s is n ssary due to the height of the proposed tower. Resp ully submitted, SACFTj� s_.TTS INSTITUTE OF TECHNOLOGY jJam.es W. Noonan, Attorney 294 Washington Street t%oston, Massachusetts (LIberty 2-4950) i r Location oo Q No. Date = ~' NORTH TOWN OF NORTH ANDOVER O 41 � R 9 ° Certificate of Occupancy $ 9 Buildin /Frame Permit Fee $ s,KMusE Foundation Permit Fee $ Other Permit Fee $ TOTAL $ 3 Check # i i f v � J _ �i�� ►® Building Inspect TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING M OTHER THAN �,A.6ONE gOR TWO FAMILY DWELLING ills sedien for(H iciall Use oul .'��; -���vy str4 Y:`S._w_ •�itS'' _i ,:�. t BUR DING PERt'�IPf NUMBER: DATE ISSUED: SIGNATURE: d Buildin&Commissioner/Ins or of Buildings Dat 1 1..,Property Address: 1.2 Assessors Map and Parcel Number: .304 u'1 Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: &Jel -41 b3- exi5pr.yTav'ei X%7, 966 D Zonis District Proposed Use Lot Area sf) Frontage ft 1.6 BUR DING SETBACKS(ft). Front Yard Side Yard Rear Yard Required Provide Required Provided Required Provided 1.7 Water Supply M.G.L.C.40.§54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public 0 Private ❑ Zone Outside Flood Zone ❑ Municipal On Site Disposal System ❑ 2.1 Owner of Record 5'MTcwed5 0 Name(Print) Address for Service leI,S w( t ` � _ �U�' �f�•�1400 rn Signature Telephone M 2.2 Authorized Agent 1 1�✓sf��� w ?V4"dly' M Name Print I pQ Address for Service: Z Signature -- — -------- Telephone z rn sem:; a 90 3.1 Licensed Construction Supervisor' Not Applicable ❑ 33J c4vf-(J% Pd, fetm6dke, &H o3�275- 051/0 If'-) Address License Number O f?vsf'Q(I P'44%4m e-30 -05- Licensed Construction Supervisor: /.�"30-0 5 04. 4k`ver 603.�jo_(000 Expiration Date _ Signaturec Telephone r 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name Registration Number M r Address Expiration Date ^^z Signature Telephone U J � A V%-- 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 n fA,)it Signature of OwnTe�r/Agent Date Item Estimated Cost(Dollars)to be Completed by permit applicant r 1. Building '(` 15 1" (a) Building Permit Fee 7 Multiplier 2 ElectricalJ' / � (b) Estimated Total Cost of P l// Construction from(6) 3 Plumbing Building Permit fee (a) X (b) ✓'1/4 - 4 Mechanical(HVAC) /V/A 5 Fire Protection AIA 6 Total (1+2+3+4+5) 30�) Check Number C y x r NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TINIBERS 1 ST2ND 3 P SPAN DEMENSIONS OF SILLS DEMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CFENINEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE i 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.......❑ PRO WWI €DI+I TRUCTION� 5.1 Registered Architect: Name: Address Signature Telephone eA ;21Rctsteaed 8es �nstcjsp71 5a" ct+e1 Area of Responsibility Name: �132S3 -7lj 71 'f wi 6 Aro(-AA st!1T�' I TO I �I Ot�TOV1� T� -7 7015r Registration Number Address: G qC nIN� Expiration Date Signature Total Not applicable ❑ Name: Registration Number Address Signature Telephone Expiration Date 4 Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date T 131a"C K 44 Camp. Not Applicable ❑ Company N`ame: n 'r'f Ir' VC'Vt?e Responsible in Charge of Construction ail applcable `:. New Construction ❑ Existing Building 0 Repair(s) P lterations(s) Addition ❑ Accessory Bldg, 0 Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: T]AjSVe-aS-C �(Le✓ �o��e�a�-ic a�c� aNC�^oY ��o t��3. i II +dwer 1E�5 �,v�►'��. crya;.�-� /4dcti' ct!%_iie L, a(iapwi(S '�pwQt fof f gp'+Ivlq. "v"Oy t a'J V-eloc4k 4keC45 fe AC(Q S S -6 L t j' Au,.4,4101A YOP USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly 0 A-I ❑ A-2 0 A-3 ❑ IA ❑ A-4 0 A-5 0 IB 0 B Business ❑ 2A ❑ C Educational 0 2B 0 F Factory 0 F-1 ❑ F-2 0 2C 0 H High Hazard 0 3A 0 IInstitutional ❑ 1-1 ❑ I-2 ❑ I-3 0 313 ❑ M Mercantile 0 4 0 R residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A 0 S Storage ❑ S-1 ❑ S-2 0 5B 0 U Utility Specify: CQ a+VM u N l cu `►ot4 S wtf M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND OR CHANGE IN USE Existing Use Group: Proposed Use Group: /VV C W1 4 e Existing Hazard Index 780 CMR 34: Proposed Hazard Index 780 CMR 34: BUILDING AREA EXISTING if applicable) PROPOSED Number of Floors or Stories Include Basement levels Floor Area per Floor s Total Area s Total Height ft ®R 411 5 ► ��� G�ti Hqe Independent Structural Engineering Structural Peer Review Required Yes ❑ No ❑ SECTION 10a Owner Authorization- TO DE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT a V- I, Gl c,f f Q I I �i v`q w• as Cwner of t"he subject property Hereby authorize �� ��V� DQVO-e to act on My behalf, in all matters relative two work authorized by this building permit application 1,0"5 L( — Signature of owner Date FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT 5'9A Towey 5 PHONE 603-.2 0 10190 LOCATION: Assessor's Map Number PARCEL SUBDIVISION LOT (S) STREET-307)07) C. es+H v� ST. NUMBER USE ONLY*************���k********* RECOMMENDATIONS OF TOWN AGENTS: CONSERVATION ADMINISTRATOR DATE APPROVED DATE REJECTED COMMENTS See q#a-c JaCJ- TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS- SEWER/WATER CONNECTIONS DRIVEWAY PERMIT ` , / FIRE DEPARTMENT V i /� �'T I'l 'l tyti•c•� •2 <S _(� u.� �-k ) 13/6 Z RECEIVED BY BUILDING INSPECTOR DATE p C� Revised 9197 jm / i r.r.� Schedule Of Values Date: 6/8/04 She No.: MA01085-A Site Name: North Andover Firm Fixed Lump Sum Price to include all labor,supervision, equipment,transportation, including all applicable state and local taxes, necessary and incidental to the completion of work as described in the Bid Documents and any addendum thereto. General Site Conditions/Cleanup $ 1,500.00 Mobilization $ 800.00 Site Work $ 1,100.00 Inspections $ 4,800.00 Fencing $ Landscaping $ Electrical $ 6,200.00 Grounding $ Telco $ 4,000.00 HVAC Installation $ Shelter Foundation $ Tower Foundation/Anchor Reinforcement $ 43,700.00 Azimuth Verification/Ground Test $ Ice Shield Installation $ Removal of Coax and Antennas $ 7,800.00 Other: Crane $ 5,100.00 Other: Gmutina $ 15,200.00 Other. Tree Removal $ 2,300.00 Other. Building Removal and Relocation $ 6,800.00 TOTAL CONTRACT COST $ 99,300.00 ' NOTE: Add an additional cost of$12,600 to total contract cost for split steel reinforcement Schedule Of Values 912- Date: 2-Date: 6/8/04 Pf W �"a�"�' L t ✓ Site No.: MA01085-A Site Name: North Andover Firm Fixed Lump Sum Price to include all labor, supervision, equipment,transportation, including all applicable state and local taxes, necessary and incidental to the completion of work as described in the Bid Documents and any addendum thereto. General Site Conditions/Cleanup $ 1,500.00 Mobilization $ 800.00 Site Work $ 1,100.00 Inspections $ 4,800.00 Fencing $ Landscaping $ Electrical $ 6,200.00 Grounding $ Telco $ 4,000.00 HVAC Installation $ Shelter Foundation $ Tower Foundation/Anchor Reinforcement $ 43,700.00 Azimuth Verification/Ground Test $ Ice Shield Installation $ Removal of Coax and Antennas $ 7,800.00 Other: Crane $ 5,100.00 Other: Grouting $ 15,200.00 Other: Tree Removal $ 2,300.00 Other: Building Removal and Relocation $ 6,800.00 TOTAL CONTRACT COST $ 99,300.00 t-L� l000 -- NOTE: Add an additional cost of$12,600 to total contract cost for split steel reinforcement y-- .�� NE Office 338 Church Rd. Y' Pembroke,NH 03275 SBA Office- 603-210-1000 Fax-603-210-1412 ::Re kms: Netwo rk Services Inc. To: North Andover Building Dept. From: Russ Putnam Re: Tower upgrade contractor agreement Date: 9-27-04 Dear Bob, Per your request I am writing this to confirm that the contract I have with my contractor hired to perform said work is exclusive of the Split Steel design. The bottom line on my contractor's contract/bid sheet was for an alternate design that was decided against. I asked my bidders to add a separate line item cost for Split Steel Reinforcement so that I could consider the cost factor as an alternative. Again, the $12,600 for Split Steel is not applicable to this contract cost. Sincerely, Russell W. Putnam Property Manager for SBA Town of North Andover °f AORTol Office of the Planning Department go- Community Development and Services Division x 27 Charles Street - -�• ' North Andover,Massachusetts 01845 'sswc►+US httl2://www.townofnorffiandover.com Town Planner. jparrino@townofnorthandover.com. P (978)688-9535 Julie Vondrak F (978)688-9542 September 8, 2004 SBA Network Services, Inc. 9; '� 5900 Broken Sound Parkway NW Boca Raton, FL 33487 Att: Diane Borchardt RE: 300 Chestnut Street Tower North Andover, MA Dear Diane: At the regularly scheduled North Andover Planning Board meeting held on September 7, 2004, the Board voted to waive Site Plan review for structural improvements to the existing cellular tower located at 300 Chestnut Street. Improvements include removal of dead coax cables, removal of a 96 s.f shed, relocation of a 180 s.f. steel equipment building, addition of one piece of angle steel to the tower, filling of tower legs with grout, increases to the size of tower foundation points and increases to the size of anchor point foundations. The changes will have minor visual impacts to the existing tower and will not further increase the non-conformity of the tower. The waiver is limited to the structural improvements proposed under this filing. Any additional activities, including co-location, will require Site Plan Review. If you have any questions,please feel free to contact me. Thank you. Sincerely, J ' Vondrak, Town Planner RECEIVED cc: Planning Board - 0 2004 Robert Nicetta, Building Commissioner BUILDING DEPT. BOARD OF APPEALS 688-9541 BUILDINGV"545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Sep 14 04 04: 40p NORTH ANDOVER 9786889542 p. 2 Town of North Andover ri°pTti�ti Office of the Planning Department Community Development and Services Division • 27 Charles Street North Andover,Massachusetts 01845 http•//www.townofnorthandover.com Town Planner: ip?rrinouI)Lowiiofnurthandover.ronl P (978)688-9535 Julie Vondrak F (978)688-9542 September 8, 2004 SBA Network Services, Inc. 5900 Broken Sound Parkway NW Boca Raton,FL 33487 Att: Diane Borchardt RE: 300 Chestnut Street Tower North Andover, MA Dear Diane: At the regularly scheduled North Andover Planning Board meeting held on September 7,2004,the Board voted to waive Site Plan review for structural improvements to the existing cellular tower located at 300 Chestnut Street. Improvements include removal of dead coax cables,removal of a 96 s.f shed,_ relocation of a 180 s.f steel equipment building,addition of one piece of angle steel to the tower,filling of tower legs with grout, increases to the size of tower foundation points and increases to the size of anchor point foundations. The changes will have minor visual impacts to the existing tower and will not further increase the non-conformity of the tower. The waiver is limited to the structural improvements proposed under this filing. Any additional activities, including co-location,will require Site Plan Review. If you have any questions,please feel free to contact me. Thank you. Sincerely, Ju Vondr Town Planner cc: Planning Board Robert Nicetta, Building Commissioner BOARD OF APPEALS 688-9541 BLIILDTNGVW9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM in acco a with the provision of MGL c 40 5 54, a condition of Building Permit Numberr�— is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11, S150A. The debris will be disposed of in: (Location of Facility) Signature of Permit Applicant 6'- to o-� Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector I a0AAD OF'BUILDING REODUATIONS license: CONSTRUCTION SUPERVISOR Numbers CS 081082 B)rthtlate:08/3C/'1969 opines."0$130d005 Tr.no: 81082 Rest fkfedv 0p RUSSELL W PUTaAM 36 ENGLISH RANG'E:RD ! DERRY, NH 03038 Administrator a1 f✓� � a I-a Al-, RECEIVED AUG 1 2 2004 BUILDING DEPT. " BILL OF MATERIALS 2'O.D. PIPE NO. DESCRIPTION LENGTH QUANTITY GRADE FOR 3 FACES 1 L1 3/4'x1 3/4'x3/16' 3'-2 5 %8' 126/42 A36 2 6'x2'x3/8'PLATE - 84 A36 4 3 U BOLTS SETS - 420 SET A325 4 8'x2'x3/8'PLATE - 126 A36 5 1/2'BOLTS do NUTS - k WASHER 336 SET A325 T-4 5/8'(3'-2 7/8') aNOTES: N # TOWER DIMENSION k PIPE SIZE SHALL BE VERIFIED. * GROUT ALL LEGS FROM EL.0'-0'TO 152'-0' WITH 9000 PSI GROUT. 9/16'DIA. 2 * GALVANIZE STEEL BEFORE INSTALLATION - - -- - --- --- * U BOLTS SIZE ACCORDING TO VERIFIED4 PIPE DIMENSISIONS. 3 * TYPICAL SECTION REINFORCEMENT OCCURS FROM 0'-0' TO 90', AND FROM 96'-0'TO 146'-0' 3'-2 5/8" (3'-0 7/8') TYPICAL ANGLE TYPICAL SECTION REINFORCEMENT lTOWER REINFORCEMENT 10'-0" TO 90') AND (96'-0" TO 146'-0") S Sterling Engineering & Desi n Grou LTD NQRTH ANDOVER TOWER — SITE # MA01085—A 05/25/047 o o;575 7 7 ' SB NETWORK SERVICES — ORTH ANDOVER, MASSACHUSETTS E,n� S—Z D G 7171 Hwy 6 No, Suite 130 Houston,Texas 77095 P:(281)583-7088 F:(281)583-5495 152' GUYED TOWER TOWER REINFORCEMENT VN NOTES DESIGN CRITERIA -- - -- - - - - - --- -- STRUCTURAL STEEL - -- - --- - STRUCTURAL STEEL(CONT-D.) --- --- -- - 1. DESIGN CONFORMS WITH TIA/EIA - 222F AND LOCAL BUILDING CODE. 1. STRUCTURAL STEEL ROLLED SHAPES AND PLATES SHALL CONFORM TO 12.HEADED CONCRETE ANCHORS SHALL BE NELSON OR KSM HEADED ASTM A36 CONCRETE ANCHORS AND SHALL CONFORM TO ASTM A108. CONCRETE 2.STRUCTURAL STEEL DETAILING,FABRICATION AND ERECTION MALL CONFORM 13.DEFORMED BAR ANCHORS(D.B.A.)SHALL BE NELSON OR KSM DEFORMED TO AISC'SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION 1. CONCRETE SHALL HAVE NATURAL SAND AS FINE AGGREGATE AND NORMAL WEIGHT OF STRUCTURAL STEEL FOR BUILDING',LATEST EDITION AND AMENDMENTS,AND BAR ANCHORS AND SHALL O MADE 496.FROM COLD DRAWN WIRE CONFORMING COARSE AGGREGATES CONFORMING TO ASTM C33, TYPE I PORTLAND CEMENT. AISC'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND DRAWN WIRE CONFORMING ASTM IONS. WELDING SHALL BE IN ACCORDANCE CONCRETE FOR THE FOLLOWING SHALL CONSIST OF: WITH MANUFACTURER'S RECOMMENDATIONS. FOUNDATION - 4,000 PSI W/1' AGGREGATE BRIDGES',LATEST EDITION AND AMENDMENTS. 14.HOT DIP GALVANIZE STRUCTURAL STEEL ITEMS AND THEIR CONNECTIONS 2.DETAILING OF CONCRETE REINFORCING BARS AND ACCESSORIES SHALL 3.STRUCTURAL STEEL CONNECTIONS NOT DETAILED ON THE CONTRACT EXPOSED TO EXTERIOR CONDITIONS IN THEIR FINAL CONDITIONS.GALVANIZE NUTS, CONFORM TO THE RECOMMENDATIONS OF ACI 315. DOCUMENTS SHALL BE DETAILED IN ACCORDANCE WITH AISC'MANUAL OF BOLTS AND WASHERS USED IN THE CONNECTIONS.FIELD WELDED CONNECTIONS STEEL CONSTRUCTION',LATEST EDITION. SHALL HAVE WELDS PROTECTED WITH'Z.R.0 COLD GALVANIZING COMPOUND' 3. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO AS MANUFACTURED BY Z.R.C.PRODUCTS COMPANY OR APPROVED EQUIVALENT. ACI 301• 4.CONNECTION BOLTS FOR STRUCTURAL STEEL MEMBERS SHALL CONFORM TO 15. WELDING SHALL BE PERFORMED BY AN AWS CERTIFIED WELDER. 4. CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE IN ASTM A325, TYPE X. CONNECTION BOLTS SHALL HAVE A HARDENED ACCORDANCE WITH ACI 318. WASHER PLACED UNDER THE ELEMENT TO BE TIGHTENED. BOLTS SHALL BE 16. IT SHALL BE OWNER'S RESPONSIBILITY TO NOTIFY ENGINEER OF 5. CONCRETE REINFORCEMENT BARS SHALL CONFORM TO ASTM A615,GRADE 60, TIGHTENED ACCORDING TO THE'TURN-OF-NUT'TIGHTENING METHOD. ANY POTENTIAL DISRUPTION TO COMMUNICATION SIGNALS DUE 6.HORIZONTAL REINFORCEMENT SHALL BE CONTINUOUS AND SHALL HAVE 90 UNLESS NOTED OTHERWISE PROVIDE'BEARING TYPE'CONNECTIONS. TO THE ADDITION OF THE TOWER REINFORCING SCHEME PRIOR TO PROVIDE LOCK NUTS OR NOTCH THE FIRST THREAD PROJECTING COMMENCING WITH THE WORK. DEGREE BENDS AND EXTENSION AT CORNERS AND INTERSECTIONS. BARS SHALL FROM THE NUT. BE LAPPED 36 BAR DIAMETERS TYPICAL. 7. REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH 5. ANCHOR BOLTS SHALL CONFORM TO ASTM A36 OR ASTM A307,UNLESS NOTED ACI 315 AND SUBMITTED FOR REVIEW OF THE ENGINEER. OTHERWISE. PROVIDE NUTS AND WASHERS. B.ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS TO BE SECURELY TIED 6. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD IN-PLACE BEFORE CONCRETE IS CAST. DIA-80. ELECTRODES FOR SHOP AND FIELD WELDS SHALL CONFORM TO ASTM A233,CLASS E70XX. 9. SLUMP SHALL NOT EXCEED 4'FOR FLATWORK. 7. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE 10. BEFORE NEW CONCRETE IS DEPOSITED ON OR AGAINST CONCRETE WHICH HAS CONTRACT DOCUMENTS IS PROHIBITED WITHOUT THE PRIOR APPROVAL OF THE SET,THE SURFACE OF THE SET CONCRETE SHALL BE ROUGHENED SUFFICIENTLY TO ENGINEER. EXPOSE THE AGGREGATE APPROXIMATELY 1/4',USE EPDXY WHERE REQUIRED. 8.BURNING OF HOLES IN STRUCTURAL STEEL IS PROHIBITED. 11.WATER FOR CONCRETE SHALL BE CLEAN,FRESH,AND POTABLE. 9.MISFABRICATION OF STRUCTURAL STEEL SHALL BE REVIEWED BY ENGINEER PRIOR TO ERECTION. 12.UNLESS APPROVED OTHERWISE BY THE ENGINEER AND OWNER'S TESTING 10.PROVIDE AWS MINIMUM WELD,UNLESS A LARGER SIZE WELD IS SPECIFIED. i LABORATORY, USE ONE BRAND OF CEMENT THROUGHOUT THE PROJECT. 11.FABRICATOR/CONTRACTOR MAY SUBMIT ALTERNATE TO CONNECTIONS SHOWN FOR 7 13. ALL CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED REGISTERED ENGINEER'S APPROVAL ENGINEER CONCRETE MIX DESIGNS MUST BE SUBMITTED A MINIMUM OF 15 DAYS < PRIOR TO THE START OF THE WORK FOR ENGINEER'S REVIEW. ss' ale, - RADm The informlDETS Eon disclosed IAL heerein is proprSECrielary pith Sterling Engineering k Design Group LTD, N and should NOT he used,duplicated or disclosed «ithoul its express wrillen parnssion. the information here'm is pat of a PATENT PENDING process/malerial F UNAUTHORIZED USE OR COPYING OF THIS DOCUMENT OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN v SterlingEngineering & Design Group, LTD NORTH ANDOVER TOR - SITE # MA01085-A 05/25/04 o 9 9 9 P SBA NETWORK SERVICES - NORTH ANDOVER, MASSACHUSETTS noc S- 7171 Hwy 6 No, Suite 130 Houston,Texas 77095 P:(281)583-7088 F:(281)583-5495 152' GUYED TOWER GENERAL NOTES 1 SBA NETWORK SERVICES SITE N0. = MA01085-A NORTH ANDOVER TOWER NORTH ANDOVER, MASSACHUSETTS CONFIDENTIAL— TRADE SECRETS The infamol'ron disclosed hmin is proprietay With Slerling Engineering&Desai Coup LLC, and should NOT he used,duplicated a disclosed .' pSterIing Engineering & Design Group, LTD pitheat its express pout ofa the Inlamalion herein's 1 of a PATENT PENOW processlerial UNAUTHORIZED USE OR OWY14C 7171 Hwy 6 No, Suite 130 Houston,Texas 77095 info@sedg.net P:(281)583-7088 F:(281)583-5495 OF THIS DDCUWENT OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEIr �v 1,1ASBA 03 I-- ___ - -1, NARRATIVE North Andover Tower MA01085-A Existing Conditions A 153-foot-high, guyed wire, tower, constructed in 1958, is located on the 5.2- acre site at 300 Chestnut Street. The subject property is heavily wooded except for a gravel access road, a turnaround at the tower and an approximately 625- square-foot area around the tower. A 6-foot-high chain-link fence topped with barbed wire encircles the steel truss framed tower. A 96-square-foot wooden equipment shed and a 180-square-foot steel equipment structure are also located within the fenced area. Both buildings contain electronic communications equipment. Proposed Modifications The following modifications are proposed in order to increase the structural strength of the tower: 1. Removal of nine (9) dead coax cables that were abandoned years ago prior to SBA ownership of the tower. These cables add extra loading on the tower. 2. Removal of the existing 96-square-foot wooden shed 3. Relocate existing180-square-foot steel equipment building onsite to provide easier access to the tower foundation base 4. One piece of angle steel will be added to the tower in between each horizontal member on each tower face from zero to 146 feet for a total of 168 pieces. 5. Increase tower foundation points from 4 to 8 square feet and increase six (6) anchor point foundations in width and thickness to approximately three (3) to four (4)feet 6. Fill all tower legs with grout to increase strength. 7. Engineered stamped modification drawings will be submitted as part of the Building Permit application process if requested. 1A Network Services,Inc. j 5900 Broken Sound Parkway NW ci Boca Raton,FL 33487 ci Phone:561-995-1610 c; Fax:561-995-1626 cj www.sbasite.com R-190.00' NOTE LEGEN HA ito L-75.65 X 7,-TlL'TY�ArC-lS c--ORE SS E A-22-48 20 B;,S7 F E AN #9399 E N D F..D (0 VEPALL) 7 X" C.N" #5 - SCH 8 JE) STONE Vlt-'-L 7 .;7f� 7�7 z, �;7�,710N FT - EVEN- T, SiA POINT OF NK F7�N-� -.13Vt4 l-EtFnRL;rS(":F. Pu'AD =.4 9 V, S_D BEGINNING 0' ECA hATgN rL 334B6 R-33 89 S33*50'36'W jLA_7_' L=50.79' cli TE, L-8552'03' KARA LANE LOT 6 -T— 561)M ' 1156. 7 E- (PUBLIC-Swwyor) 63'24'40'W 4 239,00' 74 _ I A S33-50'.36-w 3 Ov 7- 'cl ;cF A' \(-) 461 ;7 LOCATION SITE THES-- APEAS AFEC71, 6 LC,- OE riTL- 05 &#° - ' & 11 SEE El"ClK #-14 .'L W-225 AND .E N/7 HA7H #74 N,` 14'-AWA I A.-A Ij P, 22 2' .0 4 W m NjF WILSON 13.93' T -1-24411 9 23 794.7Y71 FORMER LOT ONE SOYTO 31'E 7 521.9b' T�1� AREA IS AFFE�TEO Ef T -7LE EXCEPTr'W #J--4 SCH 6 1[ 0 qn-V '31..OE .-:STE',BE,0w E= C"TY, HA �s ---ED 1993 DIL.—M.lp�j FE�t DATL Dr o coIT DN wlo -'/98 , _111*_1 IB _j _'-AL U JG '0114/M ','GA REV.&Mrx '0,116/98 SLH.DJi 3 71, 399-84' — — — — — — — - - 4- LF(;Al DFSQRip'nQN ck mw 3 154'!�84 PRC TE'l T,VE C'✓''!'N'E A ;�"Y MASS reed«__.1 —-... oib/61 A.PE - 05 EASEIAENT ELE�_ CC, LOT p3 11X 3 EASEMENT T6 NEW EN7LA?4' TE_EP�jNl- & TELEUPAPH .DIA-AN S N�LTEC. CIN PLAN -A PAC, V 4 ;�L'N#9399 PES-R,l:-lDN W OVEI 1E #'5�e • • Po.e,t E 82nd- 9T 0'\ I:'T & N/F CARTER I Anowt ��A. .'P W 31- m LOT #1 f A, .03 2�Wl -,T E, "4:, SN". Tp! C~�te t 3 P�W b.W.rws 3.4.9, A-- i:)7 ;�NE not- 'o' A &El IN P�AN #'i 6E.Pg, Street t -sett! 0215 ol'�' �-47_Mf Cff-,�, 971, - �ar' -475-1448 978) Ex-[P N .*7 NOI-55-07-C O'7'E :;E� ?''.AVE k 800 URS Greiner 28-DE'AWARE AVE F �V)' 'NES- t-DE' AWARE '42'2 L 4z'C�� Bj L ./.A Jr.311-, 85C-�636 TEL NOO'LC'5�1"W 1 126.36' TAX 5' NO 10 d A LOT #5 C 7,c,. t,, ccc:_, #41.4 N00'43'06'W 50.99, CET 12�_00' 50. —1,47 T TR CHESTNUT STREET CH ESTN VVIOT, VARIES) (PUC-WIDTH VARIES) J/i- rc ReQ.s"?, N,. 21:-76 rl r DATE MM DDNYYY .ACOR�� CERTIFICATE OF LIABILITY INSURANCE 08/31/20041 PRODUCER (207)774-6257 FAX (207)774-2994 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Clark Associates ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 2385 Congress Street HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR g ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P 0 Box 3543 Portland, ME 04104 INSURERS AFFORDING COVERAGE NAIC# INSURED BlackStar Communications, LLC - INSURER A: Hanover Ins Company 22292 17 Danylle Drive INSURER B: Maine Employers Mutual 0022 Limington, ME 04049 INSURERC: Granite State Ins. Co. 13102 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDT TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION-LIEL ABM DATE(MM/DDIYYI LIMITS GENERAL LIABILITY ZDP6077759-04 03/10/2004 03/10/2005 EACH OCCURRENCE $ 1,000,00 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100,00( CLAIMS MADE a OCCUR MED EXP(Any one person) $ 5,00( A PERSONAL&ADV INJURY $ 1,000,00( GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00( POLICY PROJECT LOC AUTOMOBILE LIABILITY ADP7234081 09/29/2003 09/29/2004 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 1,000,00 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ A HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY UHP6077760-04 03/10/2004 03/10/2005 EACH OCCURRENCE $ 5,000,00 X OCCUR FICLAIMSMADEAGGREGATE $ 5,000,00 A $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND 1810054013 03/10/2004 03/10/2005 WC STATU- OTH- EMPLOYERS'LIABILITY TORY I[KAITq FR E.L.EACH ACCIDENT $ 1,000,000 B ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT I$ 1,000,000 OTHER MASS WC 830-78-03 10/02/2003 10/02/2004 E.L. Each Accident 1,000,000 Workers Compensation C �nd Employer's Liab EL Disea.-EA Employ 1,000,000 EL Disease-Pol limit 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Town of North Andover Building Department BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 27 Charles Street OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. North Andover, MA 01845 AUTHORIZED REPRESENTATIVE Mark Saxb / LC ' ACORD 25(2001/08) ©ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s),authorized representative or producer,and the certificate holder, nor does it affirmatively or negatively amend,extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001/08) VVI L ar�.r+ ---------- The Commonwealth of Massachusetts Department of Industrial�Aceidents Office of Investl4ations Boston, A#ass. 02111 wbmers-Om pensation Insurance AflldaA Name+ Please Print Name: Location: Ph oI am a harrteowner pedaming all work rmsW. i am a sore proprietor and have no one working in any capaaty I am an em'pkw provKng workers'compensation for my ernployees vwrldw an flat job. City.. '.n '&i Inc Phmm#• �"7 - . Irmumce Co 1 R �r ��5 :�}P� Policy# " T, - g9mom name Address City _ Phone ' - - IrmnangeCo -- - PORm# - Fapl"to seowe ew meve a nequww larder section 2sA or um im can ked to the iu waOm d aWnel pooff .+of.a rme up to Si.500.00 wwlfar cne Years' fine d•tiieO.OLDAAWDOWNtRm I mdw3bM that a copy of thin stae111a►d may be forwarded to the oMiae d kn esdgmem of the DW fpr coverage veWgatlom f t da hwwbY mY w)dv the*=srrd P d�erjtxy mac dfe inAonrrsflon prov+ded a6o+Ae is true and co►reck SigrtattmeA Date 0 T-Z�L-Oy Print Pht>I a0 -ZS70 Orfiew ase only do not valte in this arae to be completed.by City w totem drICIO' crty or Town OCheck fi immmdiote r&gxwsa Js iequW ❑ Llcen5kv Board Q selecbnen's Of e Contact person: Phone ar _ p Heath Department other R=190.00' NOTE LEGEND - - L-75.63 UTILITY,/ACCESS-EGRESS �=22'48'20" I. BASE OF TOWER: D.H. DRILL HOLE EASEMENT, (SEE PLAN #9399 E.N.D.R.O.) (OVERALL) LONGITUDE: 71'-06'-32"W STONE WALL (TITLE EXCEPTIONS#5 - SCH B R) _ LATITUDE: 42'-40'-08"W FND. FOUND _ ELEVATION: 387 A.M.S.L. C.C. CEMENT CONCRETE SBA TOWERS, INC. UTILITY POLE 1 ROAD o=Ot Ot'S9" a qT - CHAIN LINK FENCE THIRD FLOOR POINT OF ` (=214 'y) 2. HEIGHT OF TOWER. 549 A M.S L. ST'{_ STORY BOCA RATON, FL 33486 BEGINNING HEIGHT OF ANTENNA CAL'D CALCULATED 56ll 995 7670 TEL R=33.89' S33'5o'36'w (56D 99i-0343 FAX L=50.79' —�-01 EXTENDING ABOVE TOP -OHT— OVERHEAD TELEPHONE A-85.52'03" KARA LANE L07 6 (PUBLIC-50'R4cE) S6339.0o'w OF TOWER:'556 A.M.S,L. -OHTE- OVERHEAD TELEPHONE AND ELECTRIC POil 239.00 A S33-50'36•W - 52.80' I !A b 3.01' N0330'31",A, DET`II 'A' \�PJ O SEE RIGHT 'A' AT RIGHT tn, F, I° = LOCATION N/ F von MORRISSEY �. AJC THESE AREAS ARE AFFECTED B't LOT#6 TITLE EXCEPTIONS #8	 - SCH B II SEE BOOK #3411, PG. #225 AND r BOOK #4716. PAGE #74- P.ESPEC11IVEL7 N/F ALAIMO N/F PITTLUCK N/F HATCH. � Sa 00 N/F MCMANUS N/F LUCY .-� N/F HAT H AWAY N/F WILSON: 13.93' 00 � V- FORMER LOT LINE 503'30'31'E 79470 —RIGHT &EASEMENT USE Z Ir THIS AREA IS AFFECTED BY ems, t N/F MORRISSEY 621.96' TITLE EXCEPTIONS #1-4 SCH. B II \p — _ — So3'30'31'E I N LISTED BELOW ESSEX COUNTY, MA 1993 DeLorrne Nqpping REV. DATE DESCRIPTION I I TH;S AREA t5 SUBdECTEp TO RESTRICTIONS O1 Io # H B-II N m 0 8 OUTONEO IN THE TITLE EXL'EPT10N 6 - Sc n v 1 10/12/98 SCHEDULE'B ITEMS. SEE BOO, #1246. PG #156 \ f 2 10/14/98 LEGAL.REV.&MISC. No3'30'31"w - ` _ ID.H. FND. 3 10/16/98 SCHEDULE B HEMS. E%ISTOu DIRT DP.IVEWAY — -- — — — — EllIsT — / — — — -- — -- LEGAL DESCRIPTION Z BLDG / �— �— —�\\ m N F REA EXIST / / GUY vriRE / ana.Im m.nazeaq.mr«n rwel•e m a.er•.t.ar ra.e+Xw.Lm•(oLo Nwo / \ O I Give)w«a Nuts AMv Em.C. Y.Mvrwdw«tti anq.n e.tot J m°plm mtillea 'o. I BLDG. / / / / \ ci s,na—van or Lina 1.a to N«tn Ane°w..w.•pof•e u«rn eget a,e..wa.a p7 ewnmbVkt N « ef a »on Aprtl]q, .rtk°I•' 19Be,m Wan Na.1t10D,m e EXCE-'ON_ BOOK/PAGE DESCRIPTION A e«tdn.pwcr el lana vn U•..-Y.a.e+evm Lana oke Nara Drive.eomm.nerq of a \ goal of"tr.«tbn e+Nwv Lan.,Wo kora Mot ma L•aa Lan..me nx«"9.+ 1 1845/184 PROTECTIVE COVENANTS — — —' LOT 3 \ I 6' CLF a•°.m.nr ao-.clan So.n r«<.;m a rata.m]aeq e.a me J..J r..e.Im e 2 2010/105 EASEMENT TO MASSACHUSETTS ELEC. CO. — — — � __ /BARBED WIRE romp et°+gp.Do r«t'°°pem: 3 2016/61 EASEMENT TO NEW ENGLAND TELEPHONE & �- —. _- — — _� AREA= 2 7 9"6 SF 1 STY METALwm"Q me rNnnaq dmo tet Na.e m.ea rm.apt f«t S J]•w']s'w.zJq.go _- — . - 77 TELEGRAPH COMPANY - — ,. -- ar:•.p•«t°°vmt m.no wmaq ora mm�aq azt.ge r.l s os Jlr Jt'E l0 0 4 PLAN#9399 RESTRICTIONS NOTED ON PLAN / / I 5.2�:+C TRAILER C.C. PAD Pp';,L - - `t W/TOWER r r«t s se''Zx'—d zae.er r. ea�oo•zs an a>.w rr s er.ic oq•w,la a arantln aanq lane o.w ca.a." Robert E. Bonds ,r GUY WIRE U.P. #1-46 a +°�+• r r 5 °rcz.r o.a Beltwist Development Trust �o •� 30' WIDE DRIVEWAY- / Th.na.wmnq me runn"p tivq let No.♦I— an,I—+«t N W JD'.x•w and LOT 82 ``� 1 I zone+«l N oD Jo'Sz•w a a port <a a n,nnap«.oq r«:N ao'za lo•a 300 Chestnut Street F 4e &UTILITY EASEMENT / W �% O to o pane:m«n wmYq me wnnrq BD.oO r..t N V. s5'oY E to q pant Fr North Andover, MA. N/F CARTER 1 STY WOOD T iN.r,p wmaq oa mnnwq dap Iona.ne.n»Let Ne.t SHED I—, on na yon,..n.a no. n O / y1P I It, E.Ca1r ana Barmana B.Ag. 85 N f«l ae'29'z9'E b a paint IV / GUY inn«lumnq m ruminq tlerq•da Lot No.1 Jgq.a.f»I N OS b'Jt•M to°peat FORMER NOP.TH LO' UNE OF GUY WIRE WIRE mr.c•twnap ero ruminq dap»a Lot Ne z aa..e r«l N a]'24'.o•E too pa.t iMn« `V ti I E.Oj !1 O� .m LOT #16 ON PLAN ;�7T;7 AND ELECTRIC METER nn,y ao.Do r.t N eJ'z.'w•E.tlmp leM ne.w rwnwy a.nw or ne.wa L.wa 41 // z •N,/UND GND. ELECTRIC' ' It—L venal,m m.Pinot e+b"d 2. o- SOUTH LOT LINE OF LOT B ON AREA= 151,56: S.F. / y�'j I PLAN #7115 U P. #441 sea ae no]emaa,zzr,ga7.war.e•.l(s.zu.w«)ar sena axaraap m.ala plan. 3.42 AC- E+ b .o.n.m W/UN GND. sa�rnp�mr«w.°m»wb»#yet to met rm u °+en. FORMER LOT LINE BETWEEN / / I GUY WIRE ELECTRIC �-n m»„ ma< dfm m«a Lat a.nom a..aN v«o•wm.%ma / a win,w°°o wb of wa uqJ.«l.a:°a"°"`°""r°r Boz,.Baer a. Merrimack Engineering Services LOTS A &8 ON PLAN #'115 SEE BOOK #875, PG #50 1 N/F GILBERT �°°or�'a°lry x>s+«t rn m parpo».r«.nkn wa ana a,ula w w.a n It.«.o p Lata 66 Park Street // / I E.N D.R.D FOR EASEMENT Sea w•mr«a.rano•.an ,i wn}et to ma tap•m.r.Im en..«vktan o..r toot Andover,Massachusetts 0181C I / Nwm ar• tel a q•rq a.ve.+ana aD wt.ave pwdlr ena cmuwep.aln m. Of1i0e: (978)-475-3555 / RIGHTS TO MERRIMACK-ESSEX eon <.nr aw«ewr o+.ae prm.r«(.non m.aw.s z]q u«).pMEnwq »ra p.a.tNen d" -br«....me.pr«.m ma nom m mw.tom .(z)WYdnq Fax: (978)-475-1448 / ELECTRIC CO. wt.mer pro g 1-t mr�°r recn mar a".edl.e .aa wb.nd n. / (TITLE EXCEPTION #7) aoet.a a xs n«t an•aa Nwm-.«l.nr bwnaory la. t SCH- B II = J spa v.rnw«m nxmr.n1.ct w ma topefnr.em m•q».m e+as.asn.,v..«morn,, / / r 10.44' N01'S5'07-E - m mr moor. . y N01>_55'0TE eked mr °'.ma"..""m.rm me a a wa.as URS Greiner SEE PLAN #71715 E.N.D.R.D. /yl 80.00' ZI_ f a. 282 DELAWARE AVE. rw Nu. •»e..e 101.E Apnl J.eg7e me r.are.e ve Be.L t]aa,Pop.5aa: ,y FOR 30'WID DRIVEWAY / n6 o a»a mew owe,to tetgt even Arm.care«.uN.t»er eo«mm.nt em•wa,lwelom awry BUFFALO,N.Y. 14202 --- &UTILITti Et SEMENT / / 'cam??"' ^' T �ii/,az./tv�.a9D•..mnr Jt,egos,.«aa.a In E«..Nwm Drrrrat B.y.vr or o.w n (716)856-5636 TEL. 243.18' NOO'30'52'W 1 126.36' U.P ID.H. FND (716)856-2545 FAX N/F HAN.EL N/F m #4416 ' N;%F FINOCCHIARO FREDETTE N/F ROBIN N/F FINN N/F 3 SCHULTZ &McGUIRE n e -LOT 04cj m " Z / N/F AGLER tln HEREBY CERTIFY TO: pOb mD N LOT 98 q SBA Towers, Inc. N/F NOMINEE TRUST —� LOT #5 Z/ / LO f • Lawyers Title Insurance Corporation � i AREA= 25.858 Sf. H PLAN ; 0.59 AC. 0 1••_gp• That this survey was prepared in accordance With U.P. #1115 �I� N/F REA the current code of practice for land surveys ba h _ m adepted by the Commonwealth of Massachusetts. N UP. R / 4 4414 % CAPPED IRON ROD FND. 14701' N00'43'O6.W, .• EET —. 125.00 ;, n 50 979 47"W T "10roESTNU S TRCHESTNUT STREET °'o � CF'{ �pTri VARIES) (PUSUC-WIDTH VARIES) yt`y� /.y,p / (PUBLIC- ��� 10/16/98 Stephen E. Stop;nski Corlronweotth of Massachusetts Registered Prc,Fess:onat Land Surveyor Reg, No, 29876 MRI05' Ao SBA NETWORK SERVICES SITE N0. = MA01085-A NORTH ANDOVER TOWER NORTH ANDOVER, MASSACHUSETTS CONFIDENTIAL- TRADE SECRETS The inlamation disclosed herein is proprielay With Sterling Engineering k Design Group LLC, and should NOT be used,duplicated a disclosed S � S t e r 1 i n g Engineering & Design Group LTD *the its express grin is permission. � the nramal'wn herein's purl or o PATENT PENDING;mess/malerd UNAUTHORIZED USE OR COPYING G 7171 Hwy 6 No, Suite 130 Houston,Texas 77095 info@sedg.net P:(281)583-7088 F:(281)583-5495 OF IRIS DOCUMENT OR ANY CONTENTS STRICTLY FORBIDDEN FffREOF IS NOTES DESIGN CRITERIA STRUCTURAL STEEL STRUCTURAL STEEL(CONT-D.) 1.DESIGN CONFORMS WITH TIA/EIA-222F AND LOCAL BUILDING CODE. 1. STRUCTURAL STEEL ROLLED SHAPES AND PLATES SHALL CONFORM TO 12.HEADED CONCRETE ANCHORS SHALL BE NELSON OR KSM HEADED ASTM A36 CONCRETE ANCHORS AND SHALL CONFORM TO ASTM AID& CONCRETE 2.STRUCTURAL STEEL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO AISC"SPECIFICATION FOR THE DESIGN13.DEFORMED BAR ANCHORS(D.B.A.)SHALL BE NELSON OR KSM DEFORMED ,FABRICATION AND ERECTION 1.CONCRETE SHALL HAVE NATURAL SAND AS FINE AGGREGATE AND NORMAL WEIGHT BAR ANCHORS AND SHALL BE MADE FROM COLD DRAWN WIRE CONFORMING OF STRUCTURAL STEEL FOR BUILDING',LATEST EDITION AND AMENDMENTS,AND COARSE AGGREGATES CONFORMING ASTM C33, TYPE I PORTLAND CEMENT. AISC"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND DRAWN WIRE CONFORMING ASTM A496. WELDING SHALL BE IN ACCORDANCE CONCRETE FOR THE FOLLOWING SHALLLL CONSIST OF: WITH MANUFACTURER'S RECOMMENDATIONS. FOUNDATION- 4,000 PSI W/1'AGGREGATE BRIDGES",LATEST EDITION AND AMENDMENTS. 14.HOT DIP GALVANIZE STRUCTURAL STEEL ITEMS AND THEIR CONNECTIONS 2.DETAILING OF CONCRETE REINFORCING BARS AND ACCESSORIES SHALL 3.STRUCTURAL STEEL CONNECTIONS NOT DETAILED ON THE CONTRACT EXPOSED TO EXTERIOR CONDITIONS IN THEIR FINAL CONDITIONS. GALVANIZE NUTS, CONFORM TO THE RECOMMENDATIONS OF ACI 315. DOCUMENTS SHALL BE DETAILED IN ACCORDANCE WITH AISC"MANUAL OF BOLTS AND WASHERS USED IN THE CONNECTIONS.FIELD WELDED CONNECTIONS SHALL HAVE WELDS PROTECTED WITH'Z.R.0 COLD GALVANIZING COMPOUND" STEEL CONSTRUCTION',LATEST EDITION. 3. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO AS MANUFACTURED BY Z.R.C.PRODUCTS COMPANY OR APPROVED EQUIVALENT. ACI 301. 4CONNECTION BOLTS FOR STRUCTURAL STEEL MEMBERS SHALL CONFORM TO 15. WELDING SHALL BE PERFORMED BY AN AWS CERTIFIED WELDER. 4. CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE IN ASTM A325, TYPE X. CONNECTION BOLTS SHALL HAVE A HARDENED, ACCORDANCE WITH ACI 318. WASHER PLACED UNDER THE ELEMENT TO BE TIGHTENED. BOLTS SHALL BE 16. IT SHALL BE OWNER'S RESPONSIBILITY TO NOTIFY ENGINEER OF 5. CONCRETE REINFORCEMENT BARS SHALL CONFORM TO ASTM A615,GRADE 60, TIGHTENED ACCORDING TO THE"TURN-OF-NUT'TIGHTENING METHOD. ANY POTENTIAL DISRUPTION TO COMMUNICATION SIGNALS DUE 6.HORIZONTAL REINFORCEMENT SHALL BE CONTINUOUS AND SHALL HAVE 90 UNLESS NOTED OTHERWISE PROVIDE'BEARING TYPE"CONNECTIONS. TO THE ADDITION OF THE TOWER REINFORCING SCHEME PRIOR TO DEGREE BENDS AND EXTENSION AT CORNERS AND INTERSECTIONS. BARS SHALL PROVIDE LOCK NUTS OR NOTCH THE FIRST THREAD PROJECTING COMMENCING WITH THE WORK. BE LAPPED 36 BAR DIAMETERS TYPICAL. FROM THE NUT. 7.REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH 5.ANCHOR BOLTS SHALL CONFORM TO ASTM A36 OR ASTM A307,UNLESS NOTED ACI 315 AND SUBMITTED FOR REVIEW OF THE ENGINEER. OTHERWISE.PROVIDE NUTS AND WASHERS. 8.ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS TO BE SECURELY TIED 6.WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD IN-PLACE BEFORE CONCRETE IS CAST. D1.1-80. ELECTRODES FOR SHOP AND FIELD WELDS SHALL CONFORM TO 9. SLUMP SHALL NOT EXCEED 4"FOR FLATWORK. ASTM A233, CLASS E7OXX. 7. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE 10.BEFORE NEW CONCRETE IS DEPOSITED ON OR AGAINST CONCRETE WHICH HAS CONTRACT DOCUMENTS IS PROHIBITED WITHOUT THE PRIOR APPROVAL OF THE SET, THE SURFACE OF THE SET CONCRETE SHALL BE ROUGHENED SUFFICIENTLY TO ENGINEER. EXPOSE THE AGGREGATE APPROXIMATELY 1/4", USE EPDXY WHERE REQUIRED. 8. BURNING OF HOLES IN STRUCTURAL STEEL IS PROHIBITED. 11. WATER FOR CONCRETE SHALL BE CLEAN,FRESH,AND POTABLE. 9.MISFABRICATION OF STRUCTURAL STEEL SHALL BE REVIEWED BY ENGINEER PRIOR TO ERECTION. 12. UNLESS APPROVED OTHERWISE BY THE ENGINEER AND OWNER'S TESTING 10.PROVIDE AWS MINIMUM WELD,UNLESS A LARGER SIZE WELD IS SPECIFIED. LABORATORY,USE ONE BRAND OF CEMENT THROUGHOUT THE PROJECT. 11. FABRICATOR/CONTRACTOR MAY SUBMIT ALTERNATE TO CONNECTIONS SHOWN FOR 7 13, ALL CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED REGISTERED ENGINEER'S APPROVAL ENGINEER.CONCRETE MIX DESIGNS MUST BE SUBMITTED A MINIMUM OF 15 DAYS a PRIOR TO THE START OF THE WORK FOR ENGINEER'S RENEW. 0 z m CONFIDENTIAL- TRADE SECRETS The information disclosed herein is proprielory pith Sterling Engineering k Design Group LTD, and should NOT be used,duplicoled or disclosed piUout its express prillen permission. the information herein is port of a PATENT PENDING process/matedd UNAUTHORIZED USE OR COPYING OF THIS DOCUMENT OR ANY CONTENTS HEREOF IS STRICTLY FORBIDDEN k' a 0 An A[N9aN SCAIC AWJ Ila ORAIINa Sterling Engineering & Design Group, LTD NORTH ANDOVER TOER - SITE # MA01085-A 05/25/04 0 061-575 9 Engineering g SBA NETWORK SERVICES - NORTH ANDOVER, MASSACHUSETTS S-1 152' GUYED TOWER GENERAL NOTES /,� 7171 Hwy 6 No, Suite 130 Houston,Texas 77095 P:(281)583-7088 F:(281)583-5495 BILL OF MATERIALS '1 2"0.D. PIPE NO. DESCRIPTION LENGTH QUANTITY GRADE FOR 3 FACES 1 Li 3/4"x1 3/4"x3/16"(T .) 4 5/8; 126/42 A36 f-2 5/8 2 6"x2"x3/8"PLATE - 84 A36 4 3 U BOLTS SETS - 420 SET A325 4 8'x2"x3/8'PLATE - 126 A36 5 1/2'BOLTS h NUTS _ 336 SET A325 k WASHER 1 1/ 3'-4 5/8'(3'-2 7/8') aNOTES: * TOWER DIMENSION k PIPE SIZE SHALL BE VERIFIED. # GROUT ALL LEGS FROM EL. 0'-0' TO 152'-0" WITH 9000 PSI GROUT, 9/16"DIA # GALVANIZE STEEL BEFORE INSTALLATION ......... * U BOLTS SIZE ACCORDING TO VERIFIED - PIPE DIMENSISIONS. 3 TYPICAL SECTION REINFORCEMENT OCCURS FROM 0'-0" TO 90', AND FROM 96'-0" TO 146'-0' 3'-2 5/8" (3'-0 7/8") 3'-0" TYPICAL ANGLE TYPICAL SECTION REINFORCEMENT O TOWER REINFORCEMENT (0'-0" TO 90') AND (96'-0" TO 146'-0") fft Sterling Engineering & Design Grou LTD 56A°NETHWOARK°E�R�v1RsT0�{oRTH ANDOVER#►AASS�CHaUBETTS 05/25/04 0 61 575 �- -152' GUYED TOWERcr.•. 7171 Hwy 6 No, Suite 130 Houston,Texas 77095 P:(281)583-7088 F:(281)583-5495 TOWER REINFORCEMENT o EXIST TCUVR BASE 48 6'OL.EA.WAY 04+b"µOG.EA WAY 8 3 y 08 DWL x2'-0" v �__f.........f.........\...... FRILL 1 EPDXY 10 EXIST 70LER5A5E II NTO EXISTM fOLNDATION. 4+b"OL.EA IIAY PLAN SECTION I/4"-1'-0" O TONER BASE REINF. FOLMATION IV OVERBURDEN(FT) <. EXIBTWG 105*WNER ANCHOR 2.T GUY m ROA _.o NEW CONCRETE CASs 105°OU7ER ANCHOR 1.5 TO GROUND LEVEL 225*NeR ANCHOR 3.I '13+b"O.G.EA WAY 'q+b"O.G. EA.WAY 225 CUTER ANCHOR L9 2-2 i ...:.... �- xa345°MERsWCAIOR 3.5 5-3 v T 0 345 OUTER ANCHOR 21 U _ c 4 Q Q DPENSION ACCORDING TO TABLE GUY UIRE OUTER ANCFIOR '• ROD �'" p 08+6'O.C.EA WAY , R�WGHOR z .........................: B Dx2'-O"0" XISTWG GIJNCREIE r; DRILL ILL A 1 EPDXY 10" 4'-0" 3'•0" 4'-UD" IJrJ-IOR N TO EXISTWG Q6 FOWDATION BABE TOMR PLAN K-? SECTION 345' G INNER AND OUTER ANCHOR REINF. 125' IF 115- �= Sterling Engineering &Design Group,LTD NORM MMVER TOWER-MM f A01085-A 6AMm5 (@4 1HH .,�; 7171Kg8No,Ub130 Houetm,Taxu77095 P:(281)WTOBB F: 1)583,5495 fGUNPancNRENFORcerffNi N`�' V!W V�rL4/ELI/�QLL�L l/[LCCO�Q�LCI.4uCb Board of Building Regulatio'ns and Standards Construction Supervisor License License: CS 55212 B9/13/1968 ..Y.- zpiratison 9/'f3/2008 Tri 6152 RestrrCtion::00 SHAWN A HANCCGK:=r 81 PINE ST TEWKSBURY,MA 01816 Commissioner 00-35,000 cf enclosed space 1A-Masonry only 1G-1.2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. e ACORM CERTIFICATE OF LIABILITY INSURANCE 0311512om 12/01/00 PRODUCER LOCKTON COMPANIES OF DALLAS THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 717 N.HARWOOD,L13#27 HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR DALLAS TX 75201 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 214-969-6700 INSURERS AFFORDING COVERAGE INSURED INSURER A:ACE American Insurance Company 1024336 Lingular Wireless,LLC 5565 Glenridge Connector 1800 INSURER B:Indemnity Insurance Company of NA Atlanta GA 30342 INSURER C:Lexington Insurance Company INSURER D:National Union Fire Ins Co of PA INSURER E: COVERAGES GO THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTEA CONTRA BETWEEN THE ISSUING INSURER(S). AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER, THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. fNSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIONITR DATE IMM/DONYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 2 500 000 A X COMMERCIAL GENERAL LIABILITY HDOG21714823 12/01/2006 12/01/2007 FIRE DAMAGE(Any one fire $ XXXXXXX CLAIMS MADE FXI OCCUR MED EXP(Any oneperson) $ Excluded PERSONAL 8 ADV INJURY $ 2 500 000 GENERAL AGGREGATE $ 10 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1 O 000 000 PRO- POLICY JECT ELOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 5,000,000 A X ANY AUTO ISAH08224304 12/01/2006 12/01/2007 (Ea accident) C ALL OWNED AUTOS 757-6507 12/01/2006 12/01/2007 BODILY INJURY $ XXXXxxX SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ XXXXXXX X NON-OWNED AUTOS (Per accUent) PROPERTY DAMAGE $ 3CKXY—V—VX (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ XXXY—XXX ANY AUTO NOT APPLICABLE OTHER THAN EA ACC $ XXX)LXXX AUTO ONLY: AGG $ XXXXXXX EXCESS LIABILITY EACH OCCURRENCE $ 5,000,000 D X OCCUR F]CLAIMS MADE BE 4485803 12/01/2006 12/01/2007 AGGREGATE $ 5 000 000 �� $ XXX)xOx DEDUCTIBLE �FORM XXXXXXX RETENTION $ $ xXXXXXX OTH- A WORKERS COMPENSATION AND WLRC44451839 AZ,CA 12/01/2006 12/01/2007 X WC ^� I IER A EMPLOYERS'LIABILITY SCFC44451827 WI 12/01/2006 12/01/2007 E.L.EACH ACCIDENT $ 1000 000 B WLRC44451815 AOS 12/01/2006 12/01/2007 E.L.DISEASE-EA EMPLOYE $ 1000 000 E.L.DISEASE-POLICY LIMIT 1$ 1,000,000 C OTHER 1283580 03/15/2006 03/15/2007 $5,(M,(XIO All Risk property Replacement Cast DESCRIPTION OF OPERATIONSA=ATIONS VEHICLESIEXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTER: _ CANCELLATION 2462642 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION FOR INFORMATION PURPOSES ONLY DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25-S(7/97) 1-*—fl—-gwmv tm•cartmcate,meted fee number NsW In Me Twdueer+« ACORD CORPORATION 1988 Case 1:05-cv-11841-NG Document 17 Filed 09/25/2006 P 1 of / � i1 Mia +n C ern-� UNITED STATES DISTRICT COURT DISTRICT OF MASSACHUSETTS Civil Action No.05CV 11841 NG NEW CINGULAR WIRELESS PCS LLC, } Plaintiff, } V. ) } TOWN OF NORTH ANDOVER,MASSACHUSETTS, ) BOARD OF APPEALS of the TOWN OF NORTH ) ANDOVER,ELLEN McINTYRE, RICHARD J.BYERS, ) ALBERT P.MANZI 111,JOSEPH D.LaGRASSE, ) DAVID R.WEBSTER,DANIEL S.BRAESE, ) THOMAS D.IPPOLITO,RICHARD M. ) VAILLANCOURT,as they are members and associate } Members of the Board of Appeals,and PLANNING ) BOARD OF NORTH ANDOVER,and Richard Nardella, ) John Simons,Richard Rowen,Alberto Angles,and Jack ) Green,as they are members and associate members of ) the North Andover Planning Board, ) Defendants ) JUDGMENT This case having come before the Court on the parties' Final Agreement for Judgment ("Agreement for Judgment'),it is hereby ordered,adjudged and declared as follows: 1. Counts Determined On Counts 1 and 11 of the Supplemental Amended Complaint,the Board of Appeals' Decision shall be and hereby is(a)reversed to the extent it denied the requested variance as petitioned for Cingular's proposed Facility,(b)amended and modified to grant the variance for the proposed Facility,subject to the following conditions,which may be modified only pursuant to properly noticed Town zoning proceedings: 1. The facility must be installed upon the lattice tower at the Site,substantially as shown on the plans submitted to the Board of Appeals and cited in the Agreement for Judgment and any necessary construction drawings to implement the same; provided however that the plans may be modified to conform to requirements imposed by applicable law or by other Boards or Officials of the Town of North Andover. Case 1.05-cv-11841-NG Document 17 Filed 09/25/2006 Page 2 of 2 2. The existing height of the lattice tower structure shall not be increased by virtue of this installation(except that nothing in this Judgment shall preclude the Board of Appeals from approving a taller height upon application duly submitted under the Town's zoning ordinance;and this Judgment imposes no obligation to approve such an application). 3. Cingular or its contractor must paint or otherwise cause,and maintain,its antennas to be a non-reflective silver color to reasonably match the color of the existing tower. 4. Cingular must obtain a building permit prior to installing the additional antennas. 2. Other Counts Pursuant to the parties' stipulation,Counts III,IV,V,VI,VII and VIII of the Supplemental Amended Complaint are dismissed without prejudice and without costs. Nothing in the Special Permit for the Site shall operate to impair or defeat any right claimed in Count III-VIII,inclusive, including but not limited to the challenge to Special Permit condition 2(b)relating to RFR measurements;and condition 2(b)in the Special Permit shall be subject to challenge in the event a dispute arises over the validity or enforceability of said condition on grounds set forth in Counts III-VIII. In any event,the parties may not challenge,and shall be bound by,the terms of this Judgment. 3. General Provisions There is no just cause for delay in the immediate entry of this Judgment and the immediate issuance of said variance by this Judgment alone,and with no other actions,meetings,hearings or decisions being necessary.However,nothing in this Judgment shall obviate the need for a building permit.No work on the Site shall begin prior to the issuance of a building it. Each party shall bear its own costs,fees and expenses. By the Court: Nancy Gertner, ourt Judge �'1laS/0(o 2 The Commonwealth of Massachusetts Department of Industrial Accidents W Office of Investigations d 600 Washington Street Wt Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/individual): S S Address: ,� L.)m/ SfC1_vrAt/S� AAE , Oq©S' City/State/Zip: S` g,_J j s� 10 F.0406( Phone#: -c_�o`l -6 5- --/9 Are you an employer?Check the appropriate box: Ty;"New f project(required): 1.❑ am a employer with 4. E] I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. construction 2. 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g_ ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp. insurance comp. insurance.# required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.F1 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs t c. 152 insurance required.] ' §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing 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 WORK ORDER 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. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: Phone#: 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 De art me .City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other / Contact Person: Phone#: J Jy `6 5-3` T�, Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Revised 11-22-06 Fax#617-727-7749 www.mass.gov/dia HORT/, °ft"`°:•'"° TOWN OF NORTH ANDOVER PERMIT FOR WIRING SAcMusf�t', 1 � -t I' iC This certifies that ........ �.:.:.�...� .....r.................. ..................'................................. has permission to perform : L ............. .............. .................................................. wiring in the building of .....:.:...:..:...L' ' ............................................................ at...........:.............\.....!........... ................................. ,North Andover,,Mass. ` Fee:..1 ....... Lic.No. / -t r) aECTRICAL INSPECTOR Check # �� v WHITE: Applicant CANARY: Building Dept. PINK:Treasurer Office Use-211Z IW/!l Permit No. D� �Q Occupancy & Fee Checked �12Fiuertf�i�ui J� Cert.of Insurance BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12.00 390 APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical COde, 527CMR12.00 (PLEASE PRINT IN INR OR TYPE ALL INFORMATION) Date /off-- City or Town of kA- ;ZT'K To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location (Street b Number) �F ��tS01� � 67, CS ES�1A d>V� LlawLS�L� Owner o Tenan dNl'ti �� O Owner's Address0, �j�� Lvw �rA d p s J I1 this permit in conjunction with a building permit: Yes it I No ❑ (Check Appropriate Box) Purpose of Building Ute/ Utility Authorization NO. Existing Service Amps / Volts Overhead ❑ Undgrd❑ No. of Meters New Service otic Amps (a,$=> / OLct0volts Overhead ❑ Undgrd o No. of Meters_ Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work !!Nd'TAL-z- Ay--PP S'6-O� SIAl4-2am, 1 o SUQt"��`� pl�v.`�v\"c��1n.�tS C�t�_ �'aw�•2. �'���'�hsKl�" , No. of Lighting Outlets No. of Hot Tubs No. of Iransformers T�A1 No, of Lighting Fixtures SwimmingPool Above Q In- ❑ grnd. grnd, Generators KVA No. of Receptacle Outlets 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 No. of Detection and tons Initiating Devices No. of Disposals No. of Pests Total Total No. of Sounding Devices Tons KW g No. of Dishwashers Space/Area Heating KW No. of Self Contained Detection/Sounding Devices No. of Dryers Heating Devices KW Local D Municipal ❑Other No. of Water Heaters KW No,ns BallastsWNo. of -oow Voltage SigNo. Hydro Massage Tubs No. of Motors Total HP INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts General Laws I have a current Liabilit Insurance Policy including Completed Operations Coverage o its substantial equivalent. YES ` NO I have submitted valid proof of same to this office. YE NO If you have the ked , please indicate the type of coverage by checking the appropria bo , INSURANCE�BOND [:] OTHER ❑ (Please Specify) � 'O�LT "N� �Z 3::�> zy' x lrat! n ate Estimated Value of Electrical Work S OVD NZ4¢. Work to Start OeL' Inspection Date Requested: Rough wlt�- "�' Final Signed under the penalties of per ry FIRM NAME U'� -1. - b r"Jop,&ksS� u ��j LIC. NO.X-15071 Licensee 4-)�1�/ Ideas Signature LIC. NO. E Tel No. Address f-�`3) 3a Alt. Tel. No. -7el -R OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the insurance coverage or its sub- stantial equivalent as required by Massachusetts General wsa�, and—that my signature on this perm! \� application waives this requirement. Owner Agent (Please check one) Telephone No. PERMIT FEE S Y (Signature of Owner or gent Town of North AndoverO� NORTH 4b Office of the Building Department Community Development and Services Division * i William J. Scott, Division Director oq,,.o 27 Charles Street 9SSA�Kus£` D. Robert Nicetta North Andover, Massachusetts 01845 Telephone(978)688-9545 Building Commissioner Fax(978) 688-9542 November 10,2000 Ms.Donna Lagana Silva SBA,Inc. 175 Cabot Street—Suite 113 Lowell,Ma 01854 Re: Zoning Interpretation 300 Chestnut Street Dear Ms. Silva: Following is my response to your query pursuant to your correspondence of November 1,2000. The WHUSLBSS SERVICB FACILITY BY-LAW,Section 8.9,s.10 as it appears in the North Andover Zoning By-law,I believe,is self-explanatory. In brief,pursuant to Section 8.9,s.10"Guyed towers,lattice towers and monopoles in existence at the time of adoption of Section 8.9 of the by-law may be reconstructed, altered,extended or replaced on the same site by Special Permit,provided that the Special Permit Granting Authority(SPCA)finds that such reconstruction,alteration,extension,or replacement will not be substantially more detrimental to the neighborhood and/or the Town than the preexistent non conforming structure". I am of the opinion that pursuant to the referenced section the SPGA can not allow a"sister tower"within the site. The above is only an opinion based on your inquiry of interpretation of Section 8.9,s.10. If I may be of further assistance please call my office at 978-688-9545. Yours truly, D.Robert Nicetta Building Commissioner nLW rp _ Cc:Town Planner NOV 14 2D00 SBA, INC. -NEW ENGLAND QFFlCE BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 r i • Date.......4.... ........../d kORT" TOWN OF NORTH ANDOVER . p PERMIT FOR WIRING ��SSACMusE� This certifies that . lePU bC F-rT/1' L .............................. a has permission to perform .....�bo l .......................................................... wiring in the building of...... at,....:3v..�'r.`��yT!Uv.�.........5 North Andover Mass. Fie.�. .s "... Lic.No. 2-e?r ........... .. ......... :. TR ...... ELECICAL INSPECTOR Check # 1`A-Y,6 1�.. Plan Review Narrative The following narrative is provided to further explain the reasons for denial for the building permit for the property indicated on the reverse side: :Pefieence N r-, Town of North Andover Project: Building Department f pCRTy 27 CHARLES ST 61ti F � � 12.L'�I�c�SC"(J IVl-Ca AJG�G1�i 978-688-9545 _ } � 3oQ a - -i,, �7 R1rto't` 9 ,SSACIiUs��� APPLICANT: S`3ra RE: t, mkz0-RM .c DATE: to FatL a-41 a410 t Title of Plans and Documents: Please be advised that after review of your Building Permit Application and Plans that your Application is DENIED for the following reasons: Plan Review The plans and documentation submitted have the following inadequacies: 1.Information Is not provided,2.Requires additional information, 3.Information r uires more clarification 4. Information is incorrect. 5.All of the above. : Foundation Plan P(umbin Plans Subsurface investi ation Certified Plot Plan with ro S posed structure Construction Plans 5 11ti Affidavit Mechanical Plans and or details $ Plans Stam ed b proper discipline S Electrical Plans and or details Framin Plan Fire Sprinkler and Alarm Plan Roofing Plan S Footling Plan Plans to scale Utilities Site Plan Water Supply -Sewage Disposal Waste Disposal Drivewa Ent App. DPW ADA and or ARBA re uirements Administration The documentation submitted has the following inadequacies: 1.Information is not provided.2.Requires additional information. 3.Information r uires more clarification.4. Information is incorrect.5.All of the above. Water Fee State Builders License Sewer Fee Workman's Compensation Building Permit Fee Homeowners Improvement Registration Building Permit Application Homeowners Exemption Form The above review and attached explanation of such is based on the plans and information submitted. No definitive review and or advice sha!I be b?sed on varbai explanations by the applicant nor shall such verbal explanations by the applicant serve to provide definitive answers to the above reasons for DENIAL. 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 herein by reference. The building department will retain all plans and documentation for the above file.You must file a new building permit application form arld begin the permitting process. Building epartment Official Signature Application Received 4/zo/01 Application Denied +I'4101 If faxed:# Date Sent 9 ,o Referral recommended: Fire Health Police Zonin Board Conservation De artment of Public Works Planning Historical Commission cc: William Scott Revised 9197 jm } 't TOWN OF NORTH ANDOVER OORTH APPLICATION FOR PLAN EXAMINATION ottt�.o .'b;'�o a ?44�, F LA /I7 Date Received Permit NO: Date Issued: ^ IMPORTANT: Applicant must complete all 'tems on this page LOCATION oy cAesjf)u � S4re(2,J P .� Print i/ 3 a 9 S— PROPERTY OWNER 338 Ok � OGA v� ro Print MAP NO.: (Fe. C PARCEL: lob ZONING DISTRICT: TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑New Building ❑One family E] Addition 11 Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Repair, replacement ❑ Assessory Bldg Commercial ❑ Demolition ❑ Moving(relocation) ❑ Other ❑ Others: ❑ Foundation only DESCRIPTION OF WORK TO BE PREFORMED �'„s�// S'�¢��<r ��� 2 �% n�v.,f• � ri�'}A•���J' an � x' � mower Identification Please Type or Print Clearly) (9 I� : Name: C. V��� (,t�`re� 'S Phone: 7& 6 yL_ 7y63 Address: ,��0 ! 7 a S f l�o �n, M 0/ 7/"'0 S CONTRACTOR Name: h a tJA Ain Cock Phone: 76-V30 -0006 Address: P, e S+ Supervisor's Construction License: t`J 5SO oZ Exp. Date: 7113L0 Home Improvement License: Exp. Date: 14o C ARCHITECT/ENGINEER C /ou 4 f�Gr�`'�� JsName: Phone: Peer McT*UF Address: D/3 1 S�KGs DeG„e X•' w-,yf eoc k R--#,CrReg. No. FEE SCHEDULE:BULD/NCP RM T:$12.00 PER$10 0 00 OF THE TOTAL ESTIMATED COST ON$125.00 PER S.F. Total Project Cost :$ d ' d FEES Check No.: /efell? Receipt No.. Page Iof4 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work Addition Or Decks ❑ Building Permit Application ❑ Surveyed Plot Plan ,❑ Workers Comp Affidavit _❑ Photo Copy of H.I.C. And C.S.L. Licenses _❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 Page 4 of 4 TYPE OF SEWERAGE DISPOSAL Public Sewer F1Tanning/Massage/Body Art E] Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Permanent Dumpster on Site ❑ Private(septic tank,etc. 11 Permanent Meter location to project NOTE: Persons contracting with unregistered contractors do not have access to the guarantyfund Signature o gen wner � Signature of contractor Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF-U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ] COMMENTS ATE REJECTED DATE APPROVED CONSERVATION COMMENTS DATE REJECTED DATE APPROVED HEALTH El ❑ COAA4ENTS FIRE DEPARTMENT - Temp Dumpster on site yes no Fire Department signature/date COMMENTS Zoning Board of'Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/Signature& Date Driveway Permit Building Setback (ft.) Front Yard Side Yard Rear Yard Required Provided Re uired Provides Required Provided Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: NOTES and DATA— For department use Page 3 of 4 Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 Created 1MC Jan.2006 Location �3 � , //y x No. �� Date ''r NO�TM TOWN OF NORTH ANDOVER , 9 Certificate of Occupancy $ �'�s''�•" E�� Building/Frame Permit Fee $ s swcNus ' Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # J Building Inspector 0 NO:TN 4 IV ED _ � 2016 HT1 -9 P,1 4: 27 C111US�4 11r%M..i l PLANNING DEPARTMENT Community Development Division NOTICE OF DECISION Any appeal shad be riled within(20)days after the slate of Silting this notice in the office of the Town Clerk. Dm: May S,2006 Date of Hearing(s):May 16 and May 30,2006 Date of Decision: May 31,2006 Petition o0 New C ngular Winless PCS,LLC. . 580 Mai.Street Bolton,MA 07140 Premises Affected: 0 Chesbut Street,Assessors Map 98C,Pared 2 Raidential 3 Zoning District Refe rung to the above pet%n with provisions from Section 8.9 of the North Andover Zmmng Bylaw for a Site Plan Special Permit for the installation of twelve(12)coaxial cable antennas on an existing wireless service facility/tower and an 11'x 26'equipment shelter for ancillary equipment. Property is located within the Residential 3(R3)inning district. At a public hearing given on the above date,the Planning Board voted to APPROVE a Site Plan Special Permit with a unanirnoeus vote of 5-0 based on the fo ' conditions: Signed: Lincoln Daley,Town Manner cc: Applicant Engineer Richard Nardefla,Chair Abutters John Simons,Vice Chair Town Deparonents Richard Rows,acting Clerk Alberto Angles Jack Gran Di JUN 14 2006 _ BOARD Or APPEALS New Cinplar Wireless PCS,LLC 0 Chestnut Street,Map 98C,Parcel 2 V Site Plan Special Permit than 30 days prior to abandonment or discontinuation of operations. In the event that a licensed carrier fails to give such notice, the wireless service equipment shall be considered abandoned upon discontinuation of operations. b) Upon abandonment or discontinuation of use, the carrier shall physically remove the wireless service equipment placed on the site by the carrier within 90 days from the date of abandonment or discontinuation of use. "Physically remove" shall include, but not be Waited to: i) Removal of antennas, mount, equipment shelters and security barriers installed by the carrier (unless the same will continue to be used by the owner) from the subject property. ii) Proper disposal of the waste materials generated by the carrier from the site in accordance with local and state solid waste disposal regulations. c) As a condition of any special permit for the placement, construction or modification of wireless service equipment at the site, the carrier shall place into escrow a sum of money to cover the costs of removing the facility from the subject property. Said amount shall be certified by an engineer, architect or other qualified professional registered to practice in the Commonwealth of Massachusetts. Said funds shall be held by an independent escrow agent to be appointed by the carrier and the SPGR The carrier shall authorize and, as necessary, shall obtain the authorization of the owner of the property to allow the escrow agent to enter upon the subject property to remove the facility when the facility has been abandoned or discontinued. In the event the posted amount does not cover the cost of demolition and/or removal the Town may place alien upon the property covering the difference in cost. d) The equipment shall be deemed to be abandoned or discontinued if it has not been used for the purpose for which it was originally constructed for a period of six(6)months or more. Once abandonment or discontinuance has occurred, the carrier shall remove the equipment placed by the carrier from the subject property within ninety days. In the event that the carder fails to remove the equipment, the town shall give notice to the carrier and the independent escrow agent that the equipment shall be removed by the escrow agent forthwith and the escrow agent, after affording written notice seven days in advance to the carrier, shall remove the facility. 2) Term of Special Permit. a) A Special Permit issued for any wireless service facility shall be valid for three(3)years. The special permit may be renewed under the same criteria as the original special permit, provided that the application for renewal of the special permit is made prior to the expiration date of the original or any renewed special permit. Additional measures governing the administration of the special permit are found in Section 10.3 of the Zoning Bylaw. 3 New Cinplar Wireless PCS,LLC 0 C6eftut Street,Map 98C,Parcel 2 w Site Pias Special Permit existing antenna tower. A copy of the decision granting said Variance must be submitted to the Planning Department. 6. Prior to verification of the Certificate of Use and Occupancy: a) The applicant must submit a letter from the architect or engineer of the project stating that the construction and operations substantially, comply with the plans referenced at the end of this decision as endorsed by the Planning Board. b) All lighting(if applicable)placed by the carrier on the subject property shall have underground wiring and shall be so arranged that all direct rays from such fighting falls entirely within the site and shalt be shielded or recessed so as not to shine upon abutting properties or streets' The Planning Office must approve any changes to the approved lighting plan as submitted by the applicant. 7. Prior to the final release of security: a) A final as-built plan showing final construction and location of the wireless hardware shall be submitted to and reviewed by the Planning Staff. 8. 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 stockpiles to remain for longer than one week must be fenced off and covered. 9. 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 so site. unds from the structures or 10. No equipment or other equipment that will emanate noise-exceeding levels cited herein shall be placed on the exterior of the structure. Such equipment shall be enclosed as shown on the plans. 11. 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. 12. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 13. 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. 5 New Cinplar Wireless PCS,LLC 0 Chestnut Street,Map 98C,Parcel 2 Site Plan Special Permit Chelmsford, MA 01824-3364 Dated: 11/24/04, Revised 12/23/04 Sheets: TO1, COI, COI A, COI C, CO2-CO5, EOI-E6 Report: Application for Site Plan Special Permit by Cingular Wireless PCS, LLC., March 10, 2006 Prepared for: Cingular Wireless PCS, LLC. Prepared by: Anderson&Kreiger LLP 43 Thorndike Street Cambridge, MA 02131-1764 CC. Applicant Engineer DPW Building Department 7 �Sd 1 .- i Xcin ular� I'1 KJV n I PV I WIRELESS 580 MAIN STREET 2 ��� 4.� BOLTON, MA 07140 G ,��. x . Lucent Technologies - .a l.Y . L.e.m,... » =, CH DR ANING COPYRIGHT { 2004 CLOUCvH. HARBOUR &A5SOCIATES LLP ENGr�. c 6 LMI� 2139 SILAS DEANE HIGHWAY, SUITE 212 ROCKY HILL. CT 06067 TEL. 860-257-4557 FAX 860-257-7514 '4 4( CHA PROJECT NO: 13713 - 1013- 1601 t' d ,t ,, NO. SUBMITTAL O 11/24/04 ISSUED FOR RE`/IEw Y] .k O BY: PAL CHK:JP APP'D:PM SITE INFORMATION .INDEX i 2/23/04 ISSUED FOR CONSTRUCTION < BY: PAL CHK:JP APP'P.PM o REVISION HISTORY APPLICANT: CINGULAR WIRELESS 580 MAIN STREET ` N0: DATE BOLTON, MA 0714-0 < 1 12 / 23 /04 SITE ADDRESS: 300 CHESTNUT STREET 1 12 NORTH ANDOVER, MA 01845 3 TOWER OWNER: SBA 1 12 338 CHURCH ROAD 1 12 / 23 / 04 b PEMBROKE. NH 03275 L; 1 12 / 23 /04 �1 COUNTY: ESSEX " 12 / 23 / 04 Io LATITUDE 42'40' 08' N Y 1 12 / 23 /04 o LONGITUDE: 71'06' 31' W 12 /23 /04 �N OF��S AREA OF CONSTRUCTION: 500 SQ. FT. 1 12 / 23 / 04C� i ENGINEER: Cd_OUGH HARBOUR do ASSOCIATES LLP 1 12 / 23 /04 E P. n 2139 SILAS DEANE HIGHWAY ¢ 1 12 /23 /04 L (iJt ROCKYSUITE 212 HILL, CT 06067 1 12 /23 / 04 .3907 LJ 1 12 / 23 / 04 e�Q 11 o CONTACT: PETER MCTYGUE, P.E. C� PHONE: (518) 453-3923 mm Alm I � +,. IT IS A NOLATION OF FOR ANY PERSON. o UNLESS THEY ARE ACTIN DER THE DIRECTION v DRIVING DIRE/,TIONS C OF A LICENSED PROFS IONAL ENgNEER, s IV '...,�D,„µ,• 7p ALTER THIS DOCUMENT. Z FROM -90: SITE NUMBER: uNi FOLLOW 1-90 TO 1-290 EAST (EXIT 10). FOLLOW 1-290 CRIPTION BOS-020 (855) EAST TO 1-495 NORTH (EXIT 26B). FOLLOW 1-495 SITE NAME NORTH TO RT-114 EAST (EXIT 42A). FOLLOW RT-114 k �� ;j1'-5” X 261-0" EQUIPMENT SHELTER ON EAST. TURN LEFT ON HILLSIDE ROAD. TURN RIGHT ON NAS ALONG WITH COAXIAL CABLES WILL NORTH ANDOVER SSBA COLO N CHESTNUT STREET. ACCESS DRIVE IS ON THE LEFT N THE EXISTING 152' GUYED TOWER. SITE ADDRESS: m DIRECTLY ACROSS FROM HOUSE H 336. 300 CHESTNUT STREET NORTH ANDOVER, MA 01845 DRAWINGS ESSEX COUNTY XISTING DIMENSIONS & CONDITIONS ON SHEET TITLE j HANDICAP REQUIREMENTS Y THE ENGINEER IN WRITING OF ANY " WORK OR BE RESPONSIBLE FOR SAME TITLE SHEET n FACILITY IS UNMANNED & NOT FOR HUMAN HABITATION. HANDICAP ACCESS IS NOT REQUIRED. i 6 CHUSETTS U SHEET NUMBER NTS L BEFORE YOU DIG. OTHER REQUIREME 344-7233 I T01 FACILITY HAS NO PLUMBING OR PARKING. Case 1:05-cv-11841-NG Document 17 Filed 09/25/2006 Page 1 of 2 ` RECEIVED T0!'1N f.LFRli'a OF IF ICE 2006 OCT —6 Psi 3: 03 UNITED STATES DISTRICT COURT T()IN-4 0 ; DISTRICT OF MASSACHUSETTS NORTH{ AH,0N`.r,- Civil Action No.051nA 33$,,WVQ"i i NEW CINGULAR WIRELESS PCS LLC, } Plaintiff, ) V. ) } TOWN OF NORTH ANDOVER,MASSACHUSETTS, ) BOARD OF APPEALS of the TOWN OF NORTH ) ANDOVER,ELLEN McINTYRE,RICHARD J.BYERS, ) _,..,_A OIL' ALBERT P.MANZI III,JOSEPH D.LaGRASSE, DAVID R. WEBSTE DANIEL S.BRAESE, � ) � ele;�Er^n;c�_ ,lc'r,Qt in tis ca�tionrd case THOMAS D. IPPOLITO,RICHARD M. EiQCLr C :'•lw fled oric7 nal filed VAILLANCOURT,as they are members and associate } origin r;: : in rr y'o dice on Members of the Board of Appeals,and PLANNING ) 'Cara`,, .T;is siton CleBOARD OF NORTH ANDOVER,and Richard Nardella, District S. District Court District f Ma setts ,(::John Simons,Richard Rowen,Alberto Angles,and Jack ) Green,as they are members and associate members of ) - the North Andover Planning Board, } Defendants ) JUDGMENT This case having come before the Court on the parties' Final Agreement for Judgment ("Agreement for Judgment"),it is hereby ordered,adjudged and declared as follows: 1. Counts Determined On Counts I and II of the Supplemental Amended Complaint,the Board of Appeals' Decision shall be and hereby-is(a)reversed.to the extent it denied the requested variance as petitioned for Cingular's proposed Facility,(b)amended and modified to grant the variance for the proposed Facility,subject to the following conditions,which may be modified only pursuant to properly noticed Town zoning proceedings: 1. The facility must be installed upon the lattice tower at the Site,substantially as shown on the plans submitted to the Board of Appeals and cited in the Agreement for Judgment and any necessary construction drawings to implement the same; provided however that the plans may be modified to conform to requirements imposed by applicable law or by other Boards or Officials of the Town of North Andover. Case 1:05-cv-11841-NG Document 17 Filed 09/25/2006 Page 2 of 2 2. The existing height of the lattice tower structure shall not be increased by virtue of this installation(except that nothing in this Judgment shall preclude the Board of Appeals from approving a taller height upon application duly submitted under the Town's zoning ordinance;and this Judgment imposes no obligation to approve such an application). 3. Cingular or its contractor must paint or otherwise cause,and maintain, its antennas to be a non-reflective silver color to reasonably match the color of the existing tower. 4. Cingular must obtain a building permit prior to installing the additional antennas. 2. Other Counts Pursuant to the parties' stipulation, Counts III,IV, V, VI,VII and VIII of the Supplemental Amended Complaint are dismissed without prejudice and without costs. Nothing in the Special Permit for the Site shall operate to impair or defeat any right claimed in Count III-VIII,inclusive, including but not limited to the challenge to Special Permit condition 2(b)relating to RFR measurements;and condition 2(b) in the Special Permit shall be subject to challenge in the event a dispute arises over the validity or enforceability of said condition on grounds set forth in Counts III-VIII. In any event,the parties may not challenge,and shall be bound by,the terms of this Judgment. 3. General Provisions There is no just cause for delay in the immediate entry of this Judgment and the immediate issuance of said variance by this Judgment alone,and with no other actions,meetings,hearings or decisions being necessary.However,nothing in this Judgment shall obviate the need for a building permit.No work on the Site shall begin prior to the issuance of a building permit. Each party shall bear its own costs,fees and expenses. By the Court: Nancy Gertner; trict ourt Judge q/25'/D 2 Re: Cingular/Chestnut Street Page 1 of 1 Ippolito, Mary From: Scott F. Lacy [slacy@AndersonKreiger.com] Sent: Wednesday,January 17,2007 2:12 PM To: Ippolito,Mary Subject: Re: Cingular/Chestnut Street Mary, I got your message today regarding the bond and forwarded it to the appropriate people at Cingular.They will follow up with you directly.Also,for your records, please find attached a copy of the recorded notice of decision. Thanks, Scott <<Registry Book and Page.pdf>> Scott F.Lacy,Esq. Anderson&Kreiger LLP One Canal Park,Suite 200 Cambridge,MA 02141-1764 Telephone:(617)621-6525 Fax:617-621-6625 Email to slacy@andersonkreiger.com This electronic message contains information from the law firm of Anderson&Kreiger LLP which may be privileged. The information is intended to be for the use of the addressee only.If you are not the addressee,note that any disclosure,copy, distribution or use of the contents of this message is prohibited. 1/17/2007 ti tto"T/f This is to�at twenty(20)days ?o�,*� �•.�1'G RECEIVED have elapsed from date of decision,filed 0 ° . : ' °� TO;`; ; r r P u c OF F1 CE without filing of an Date I, p * 2096 JUN -9 PM 4: 27 Joyce;A,Braclshew � s� + s Town �1Ss-cKus t� T 0'.',1 ii C NORTH ANDOV' PLANNING DEPARTMENT MASSA C.HU ETT ,Community Development Division NOTICE OF DECNION Any appeal shall he filed within(20)days after the date of filing this notice in the office of the Town Clerk j Date. May 8, 2006 Date of Seariog(s):May"16 i"May 30,2006 Date of Decision: May 31,2006 Petition of: New Cmgular Wireless PCS,LLC. 580 Main Street Bolton,MA 07140 Premises Affected: 0 Chestnut Street,Assessors Map 98C,Parcel 2 Residential 3 Zoning District R&tring to the above petition with provisions from Section 8.9 of the North Andover Zoning Bylaw for a Site Plan Special Permit for the installation of twelve(12)coaxial cable autmmas on an existing wireless service facilityftower and an 11'x 26'equipment shelter for ancillary cgaipmem. Property is Located within the Residential 3(R3)zoning district. At a public hearing given on the above date,the Planning Board voted to APPROVE a Site Plan Special Permit with a unanimous.vote of 5-0 based on the fallowing conditions: q Signed:��l� r A Lincoln Daley,Town fanner >v PP Engineer Richard Nai*lla;Chau Abutters John Simons,Vice Chair Town Departinents Richard,Rowen,acting Clerk Alberto angles Jack Green ATTEST: A True COPY Town Cleric. dC> Np rr T1y Town of . � _ Andover O .w-,•" Vit'• Vii~ ;.�.., No. LAK 7 • - � dower, Mass., o COCHICMEWICK y^ 7�ADRATED `S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT............ .............. ....... ............... L.�► .1��4. ................. - P.I.ft—kv. Foundation has permission to erect........................................ buildings on7bo..... ........ Rough t ` .t Chimney to be occupied as...... .. ........... ...�. *..............T...............� �....✓........................................ provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough 463 O am. PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTI 'T'S ELECTRICAL INSPECTOR Rough ............... ........... .. .. . . ........... ..... . BUILDING INSPECTOR Service Final Occupancy, Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. pORT►H Town of North Andover IV;- Office of the Planning DeP e E 1 * Community Development and Services Division (h Osgood Landin llQ1AUG —8 lsH 12: 1 I Ss"`"us�� 1600 Osgood Street Building #20, Suite 2-3G�► � `y sir if r F w Lincoln Daley North Andover, Massachuset aQm5tt-1c; ,: Town Planner P (978) 688-9535 NOTICE OF DECISION Bldg. ZBA F (978) 688-9542 Con/Com Health Any appeal shall be flied Fire Chief Police Chief within(20)days after the Town Clerk DPW/Engineers date of fdling this Notice in the Office of the Town Clerk. Date: August 8, 2007 Date of Hearing: June 26, 2007-August 7, 2007 Petition of: Sprint Spectrum L.P., P.O. Box 614, Stowe, VT., 05672 Premises affected: 300 Chestnut Street,North Andover, MA 01845 Referring to the above petition for a special permit from the requirements of the: North Andover Zoning Bylaw Section 8.3, 8.9 and 10.3.1 So as to allow: for a modification to a Special Permit to an existing wireless communication facility. Project consists of installation of a 7' —6"x10' (8' high) versatlex equipment cabinet into the existing tower compound. There will be 9 new panel antennas with an antenna centerline of 130' —0" on the existing lattice tower. There will be 1 —5/8" coax cables connecting the antennas to the equipment cabinet. The coax cables will run on an ice bridge from the equipment cabinet to the tower,then up one face of the tower. Property is located with the R-3 zoning district. After a public hearing given on the above date,the Planning Board voted to allow the applicants request to WITHDRAW WITHOUT PREJUDICE. Signed Richard Nardella, Chairman John Simons, Vice Chairman Richard Rowen, regular member Jennifer Kusek, regular member Timothy Seibert, alternate member Date.../ ./!-A.4 . MORTM pf •�ao ,°1'�'O TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION SACHUSEt This certifies that . ./? . . . . . . . . . . . . . . . . . . .l . . ~ . . 'J . . has permission for gas installation . . . . . . U. e. . . . . . . . . . . in the buildings of . . . . C �,�� . !? ,.f`. `'. . . . . . . . . . . . . . . . . . at . . . . . . . . . . U. . . . . . ... �. . . . . . U!, North �j ndover, Mass. Fee. .?.��. Lic. No.. . GASINSPECTOR Check# /Y.2 6 i� J i MASSACHUSETTS UNIFORM APPUCATON FOR PERNIlT TO DO GAS FTFIING (Type or print) Date ���� NORTH ANDOVER, MASSACHUSETTS Building Locations 3�`_v LIy Vim Permit# Amount$ c Owner's Name 1 f �ti New D Renovation Replacement Plans Submitted a m �, �a, w 04 O O O W F 4, C7 U W F CvG� �+ C > d V F Z d x W tY w w O W I" Z , C W C C Fy F, O > W F w > w z x e Q O O w O x o a O SUB -BASEM ENT > BASEM ENT 1ST. FLOOR 2ND . FLOOR 3RD . FLOOR 4TH . FLOOR 5TH . FLOOR 6TH . FLOOR 7TH . FLOOR 8TH . FLOOR (Print or type) /� Check one: Certificate Installing Company Name •�1 l /moi All ,p �d- /-� /--� � Corp. Address v �3 6,k Ise�� ��� Partner. Business Telephone G/ 7 ,Q` —/j 'Firm/Co. Name of Licensed Plumber'or Gas Fitter � INSURANCE COVERAGE Check one: L' I have a current liability Insurance,policy or it's substantial equivalent. Yes [3— No[3 If you have checked Yes,please indicate the type coverage by checking the appropriate box. D o Liability insurance policy 1 ap Other type of indemnity Bond Owner's Insurance Waiver: I Arn aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass.General Laws,and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner 13 Agent 13 hereby certify that all of the details and information I have submitted(or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachuse to Code and --'hapten.02 of the G eral Laws. By: Signature of Licensed Plumber Or Gas Fitter Title ''Plumber City/Town,. 0 Gas Fitter License Num er ✓ t� 13—Master _ APPROVED(OFFICE USE ONLY) Journeyman CEJ L V----COr ER \/ ICES BITE Nol 11140105 - A ,� � .,,�.,..* A9>9 y� s� ,MPA L w �STE�►� � NORTH ' (OVER TOWER ALI MAY 2 5 204 NORTH ANDOVER, �IASSACH�5 TTS CONFIDENTIAL - TRADE 5EGRET5 The information disclosed herein is proprietary with Sterling Engineering $ Design Group LLC, and should NOT be used,duplicated or disclosed Sterlin En ineerin & Desi n Grou , LTD without Its express written permission. g g g g p the Information herein Is part of a PATENT PENDING process/material UNAUTHORIZED USE OR COPYING 7171 Hwy 6 No, Suite 130 Houston,Texas 77095 info@sedg.net P:(281)583-7088 F:(281)583-5495 OF THIS DOGUMENT OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN r i NOTES DESIGN CRITERIA STFWIUZAL STffi. STRUCTURAL STEEL(CONT P) I. DE516N CONFORMS WITH TIA/EIA - 222F AND LOCAL BUILDING CODE. I. STRUCTURAL STEEL ROLLED 5HAPE5 AND PLATES SHALL CONFORM TO 12. HEADED CONCRETE ANCHORS SHALL BE NELSON OR KSM HEADED A5TM A36 CONCRETE ANCHORS AND SHALL CONFORM TO A5TM ATOS. CONCRETE 2. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM 13. DEFORMED BAR ANCHORS (D.B.A.) SHALL BE NELSON OR K5M DEFORMED 1. CONCRETE SHALL HAVE NATURAL SAND AS FINE AGGREGATE AND NORMAL WEIGHT TO AI5G "SPECIFICATION FOR THE DE516N, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING", LATEST EDITION AND AMENDMENTSAND BAR ANCHORS AND SHALL BE MADE FROM GOLD DRAWN WIRE CONFORMING COARSE A6GRE6ATE5 CONFORMING TO A5TM C33, TYPE I PORTLAND GEMENT . , DRAWN WIRE CONFORMING TO A5TM A416. WELDING 5HALL BE IN ACCORDANCE CONCRETE FOR THE FOLLOWING SHALL CONSIST OF: AI50 CODE OF STANDARD PRACTICE FOR STEEL BUILDIN65 AND WITH MANUFACTURER'S RECOMMENDATIONS. FOUNDATION - 4,000 P51 W/I" AGGREGATE BRIDGES", LATEST EDITION AND AMENDMENTS. 14. HOT DIP GALVANIZE STRUCTURAL STEEL ITEMS AND THEIR CONNECTIONS 2. DETAILING OF CONCRETE REINFORGIN6 BARS AND ACCE55ORIES SHALL 3. STRUCTURAL STEEL CONNECTIONS NOT DETAILED ON THE CONTRACT EXPOSED TO EXTERIOR CONDITIONS IN THEIR FINAL CONDITIONS. GALVANIZE NU 5, CONFORM TO THE RECOMMENDATIONS OF AGI 315. DOCUMENTS SHALL BE DETAILED IN ACCORDANCE WITH AI5G "MANUAL OF BOLTS AND WA5HER5 USED IN THE CONNECTIONS. FIELD WELDED CONNECTIONS STEEL CONSTRUCTION", LATEST EDITION. SHALL HAVE WELDS PROTECTED WITH "Z.R.0 GOLD GALVANIZING COMPOUND" 3. MIXING,TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO AS MANUFACTURED BY Z.R.G. PRODUCTS COMPANY OR APPROVED EQUIVALENT. AGI 301. 4. CONNECTION BOLTS FOR STRUCTURAL STEEL MEMBERS SHALL CONFORM TO 4. CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE IN 15. WELDING SHALL BE PERFORMED BY AN AW5 CERTIFIED WELDER. ACCORDANCE WITH AGI 318. ASTM A325, TYPE X. E BOLTS SHALL HAVE A HARDENED I6. IT SHALL BE OWNER'S RESPONSIBILITY TO NOTIFY ENGINEER OF WASHER PLACED UNDERR THE ELEMENT ELEMENT TO BE TIGHTENED. BOLTS SHALL BE 5. CONCRETE REINFORCEMENT BARS SHALL CONFORM TO A5TM A615, GRADE 60, TIGHTENED AGCORDIN6 TO THE "TURN-OF-NUT" TIGHTENING METHOD. ANY POTENTIAL 015RUPTION TO COMMUNICATION SIGNALS DUE 6. HORIZONTAL REINFORCEMENT SHALL BE CONTINUOUS AND SHALL HAVE q0 UNLE55 NOTED OTHERWI5E PROVIDE "BEARING TYPE" CONNECTIONS. TO THE ADDITION OF THE TOWER REINFORCING SCHEME PRIOR TO DEGREE BEN05 AND EXTEN51ON AT CORNERS AND INTERSECTIONS. BARS SHALL PROVIDE LOCK NUTS OR NOTCH THE FIRST THREAD PROJECTING COMMENCING WITH THE WORK. BE LAPPED 36 BAR DIAMETERS TYPICAL. FROM THE NUT. 1. REINFORCING PLACEMENT DRAWIN65 SHALL BE PREPARED IN ACCORDANCE WITH 5. ANCHOR BOLTS SHALL CONFORM TO A5TM A36 OR A5TM A301,UNLE55 NOTED AGI 315 AND SUBMITTED FOR REVIEW OF THE ENGINEER. OTHERWISE. PROVIDE NUTS AND WA5HER5. 8. ANCHOR BOLTS,DOWELS AND OTHER EMBEDDED ITEMS TO BE SECURELY TIED 6. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD IN-PLAGE BEFORE CONCRETE 15 CAST. 9I.I-50. ELECTRODES FOR SHOP AND FIELD WELD5 SHALL CONFORM TO q. SLUMP SHALL NOT EXCEED 4 FOR FLATWORK. A5TM A233, CLASS EIOXX. 1. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE 10. BEFORE NEW CONCRETE 15 DEP051TED ON OR AGAINST CONCRETE WHICH HAS CONTRACT DOCUMENTS 15 PROHIBITED WITHOUT THE PRIOR APPROVAL OF THE SET,THE SURFACE OF THE SET CONCRETE SHALL BE ROUGHENED SUFFICIENTLY TO ENGINEER. EXPOSE THE AGGREGATE APPROXIMATELY 1/4",USE EPDXY WHERE REQUIRED. 8. BURNING OF HOLES IN STRUCTURAL STEEL 15 PROHIBITED. 11. WATER FOR GONGRETE SHALL BE GLEAN, FRESH, AND POTABLE. q. M15FABRIGATION OF STRUCTURAL STEEL SHALL BE REVIEWED BY ENGINEER PRIOR TO ERECTION. 12.UNLESS APPROVED OTHERWI5E BY THE ENGINEER AND OWNER'5 TE5TIN6 10. PROVIDE AW5 MINIMUM WELD,UNLE55 A LARGER SIZE WELD 15 SPECIFIED. LABORATORY,USE ONE BRAND OF GEMENT THROUGHOUT THE PROJECT. 11. FABRICATOR/CONTRACTOR MAY SUBMIT ALTERNATE TO CONNECTIONS SHOWN FOR N 15. ALL CONCRETE MIXES SHALL BE DE5I6NED BY A QUALIFIED REGISTERED ENGINEER'S APPROVAL "' ENGINEER. CONCRETE MIX DESIGNS MUST BE SUBMITTED A MINIMUM OF 15 DAYS PRIOR TO THE START OF THE WORK FOR ENGINEER'S REVIEW. 4. n 'MDEEPPATEL CONFIDENTIAL - TRADE SECRETS The Information disclosed herein is proprietary with 5terling Engineering leduplicated disclosed and souldNObeusd, or without its express written permission. the information herein is part of a rr PATENT PENDING process/material MAY 2 5 2M UNAUTHORIZED 1)5E OR COPYING O OF THI5 DOCUMENT OR ANY N \ CONTENTS HEREOF IS 5TRIGTLY FORBIDDEN Q Q DATE REV151M 151,ALE PROJ NO DRAWING Sterling Engineering & Design Groun LTD NORTH ANDOVER TOWER-SITE#MA01085-A 05/25/04 O 061-515 b b b Y SBA NETWORK SERVICES-NORTH ANDOVER,MASSACHUSETTS sHET MLE S-1 152'GUYED TOWER GENERAL NOTES 1 7171 Hwy 6 No, Suite 130 Houston,Texas 77095 P:(281)583-7088 F:(281)583-5495 d i - i I I j i f Iu i ® 2"0.1;1. PIPE SILL OF MATERIALS ® -- NO. DESCRIPTION LENGTH QUANTITY FOR 3 FACES GRADE II LI 3/4"x1 3/4"x3/16" (TYP.) 3'-4 5/8" 3'2 5/8" 126/42 A36 2 b"x2"x3/8" PLATE _ 84 A36 3 U BOLTS SETS � 4 8"x2"x3/8" PLATE - 420 SET A325 - 0 26 I 1/2" BOLTS 8 NUTS A36 1/ 5 $ WASHER - 336 SET A325 ; ! NOTES: 3'-4 5/8" (3,-2 7/8") I TOWER DIMEN51ON s PIPE SIZE SHALL BE VERIFIED. i IE GROUT ALL LEG5 FROM EL. O'-O" TO 152'-0" j ® 2 WITH g000 P51 GROUT. IF GALVANIZE STEEL BEFORE INSTALLATION 1/16" DIA. - U BOLTS 51ZE ACCORDING TO VERIFIED 3 PIPE DIMENSI5ION5. - TYPICAL SECTION REINFORCEMENT OCCURS FROM 0'-0" TO g0', AND FROM %'-O" TO 146-0" 0 TYPICAL SECTION EINFO TYi�'ICAL ANGLF4453 " CM E N T �dIE�� ,Q 1TOWER TO q0' AND 0�� �-p �_ ►► �'(o p MAY 2 5 2004 Sterling Engineering g g eering & Design Group, LTD No 7171 Hwy 6 No, Suite 130 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495RTH ANDOVER TOWER-SITE#MA01085-A °^'� SBA NETWORK SERVICES-NORTH REVISION x ANDOVER,MASSACHUSETTS 05/25/04 0 BOJ N0 °RA''""b 152'GUYED TOWER 061-575 J SHEET TITLE (`�_2 70WER REINFORCEMENT L c` o c EX15T TOWER BASE #5 @ 6" O.G. EA. WAY -- - - 0 0 I #4 @ 6" O.G. EA. WAY s-s #5 DWL x2'-o" c DRILL 8 EPDXY 10" EXIST TOWER BASE INTO EXI5TIN6 — — — — Q c FOUNDATION. �v G G #5 @ 6" O.G. EA. WAY 2'-0" 4'-0" 2'-0" 2'-O" 4'-0" 2'-0" FLAN , _ SECTION 1 c TONER SASE REINF. 1/4 -I-O 4'-0" 3'-0" 4'-0" FOUNDATION ID OVERBURDEN (FT) G EXISTING 1050 INNER ANCHOR 2.7 c 6UY WIRE ROD 105' OUTER ANCHOR 11 AY NEW CONCRETE CAST o c G G TO GROUND LEVEL 225 INNER ANCHOR 3.1 � G #5 � 6 O.G. EA. WAY #4 @ 6' O.G. c EA. WAY 225' OUTER ANCHOR IA IF• • 1 3450 INNER ANCHOR 3.5 G o T 3450 OUTER ANGHOR 2.1 c iu o I I LU m: Zz C oZ � I � � y Q � DIMENSION ACCORDING TO TABLE GUY WIRE L� _ 'J _ OUTER ANCHOR — 105 G O ROD c G G N #5 6" O.G. EA. WAY -- INNER ANCHOR � G c #5 DWL x2'-O" EXISTING CONCRETE G G G a DRILL $ EPDXY 10" 4'-0" 3'-0" 4'-0" ANCHOR c GA IN TO EXI5TINC6 FOUNDATION. C BASE TOWER PLAN SECTION 34 Ep�tttQi b �s4 c�U 0" w INNER AND OUTER ANCHOR REINF. MAY 2 5 200 nTt � � 1250 DAlE fzLvl5lbw vvv PROJ NO ORAWINS /44 Sterling Engineering & Design Group, LTD NORTH ANDOVER TOWER-SITE#MA01085-A 05/25/0410r 1 061-515 SBA N �n NETWORK SERVICES-NORTH ANDOVER,MASSACHUSETTS 5 ,LE S-3 7171 Hwy 6 No, Suite 130 Houston,Texas 77095 P:(281)583-7088 F:(281)583-5495 152'GUYED TOWER FOUNDATION REINFORCEMENT �ORT1 3? •~" ",^ Zoning Bylaw Denial Town Of North Andover Building Department Osgood St. North Andover, MA. 01845 400 Osg +.,s.... ...'s,., Phone 878-688-8545 Fax 878-688-8542 Street: ,3©cam Cho ,g 4 ti , t F, _ Ma Lot: c 3 Applicant: C i •- U La r &,j/I2 e L Request: Oc- Pti ,cVvA- Apra o� E ��b to -}n �►� Date: Please be advised that after review o your Application and Plans that your Application is DENIED for the following Zoning Bylaw reasons: Zoning l?-t3 Item Notes Item Notes A Lot Area F Frontage 1 Lot area Insufficient 1 Frontage Insufficient 2 Lot Area Preexisting e S 2 Frontage Complies 3 1 Lot Area Complies 3 1 Preexisting frontage S 4 Insufficient Information 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 S Permit Required PerRequired ,e S 3 PreexistingCBA k S 5 Insufficient Information 4 Insufficient information C Setback H Building Height 1 All setbacks comply 1 1 Height Exceeds Maximum 2 Front Insufficient 2 Complies 3 Left Side Insufficient 3 Preexisting Height `t 5 4 Right Side Insufficient 4 Insufficient Information 5 Rear Insufficient i Building Coverage 6 Preexisting setbacks) 1� e S 1 I Coverage exceeds maximum 7 Insufficient Information 2 Coverage Complies D Watershed 3 Coverage Preexisting V S 1 Not in Watershed Ll e S 4 Insufficient Information 2 In Watershed d Sign N 4 3 Lot prior to 10/24/94 1 1 Sign not allowed 4 Zone to be Determined 2 Sign Complies 5 Insufficient Information 3 Insufficient Information E Historic District K Parking ti 1 In District review required 1 More Parking Required 2 Not in district L( e S 2 Parking Complies 3 1 Insufficient Information3 Insufficient Information 4 Pre-e sting Parking Remedy for the above is checked below. Item 0 Special Permits Planning Board Item 9 Variance [3 j Site Plan Review Special Permit Setback Variance Access other than Frontage Special 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 Special Permits Zoning Board independent Elderly Housing Special Permit Special Permit Non-Conforming Use ZBA Large Estate Condo Special Permit Earth Removal Special Permit ZBA Planned Development District Speciial Permit Special Permit Use not Listed but Similar Planned Residential Special Permit Special Permit for Sign R-6 Density Special Permit Special Permit preexisting nonconforming Watershed Special Permit The above review and attagied eglenabon of such is based on the plans and infomation submitted. No definitive review and or advice shall be based on verbal movebm by the applicant nor awl such verbal s plarmtions by the appkcant serve to Provide ClOkAw answers to the above reasons for DENIAL. Any in ewacies,miabeft information,or other subsequent changes to the ff f lTintion submiftd by the applicant Mull be grounds for this review to be voided at the discretion of the Building Deperbnant.The attached doanmeit Wad'Pion Review NarraW shill be altaetred a w eta and incorporated herein by refwwm- The building department will retain all plans and doamentabon for the above file.You must file a new building Permit application form and be&the penal g process. .Building Department Official Signature Application eceived Appli on enied Denial Sent: If Faxed Phone Number/Date: Plan Review Narrative The following narrative is provided to further explain the reasons for denial for the application/ perms'fMne property indicated on the reverse side: Item a 01 0,U t,A CV69tLr s, �2 PIA .�V Spec, a / P-ers Referred To: Fire Health Police -Zoning Board Conservation Department of Public Works Planning Historical Commission Other BUILDING DEPT 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 k °1' 'r" Section for Ofiiciai Use Onl = ..xL. � ;. `,�4�"'� �3 BUILDING PERNUT NUMBER. fbiatISSUED: SIGNATURE: Buildin Commissioner/I or of Buildin Date 1.1 Property Address: 1.2 Assessors Map and Parcel Number. 3c.,c,, c Him N uT 98 C L.o7- 3 Map Number Parcel Number 1.3 Zoning Information: w �S 1.4 Property Dimensionsa ,f ; v tom-s,peYvt-rA 1.. t5 2�� I?iS i��Gr S Lz- y,Pry1�IVr 227 .moi 66 0�� St-rAt��rD ZoningDistrict Proposed Use Lot Area Fronts ft M 1.6 BUILDING SETBACKS(ft) m Front Yard Side Yard Rear Yard Required Provide R Provided ReqWmd Provided 1.7 Water Supply M.G L.C.40. 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public ❑ Private 0 Zone Outside Flood Zone ❑ Municipal On Site Disposal System ❑ MIN 2.1 Owner of Record Gtrt v��� �e77p ,513A F'CyvtB 2c5 i�—t3, �1 012-7 -1:7 0 Name(Print) Address for Service G>o —Zt n l cc)p m Signature Telephone 2.2 Authorized Agent 313 57]E:7�r&2=cy l<.t,3 Jtz& /14A c7 E3 Z Name Pri Address for Service: O - 4 t -4-r+BS Signature Telephone Z Z PRIME 9 3.1 Licensed Construction Supervisor Not Applicable ❑ wo?=--cs-i zz-vz-MA 01603 c S'::>(!5i 0-7 Address License Number 0 Pa✓-T c��Z ✓A U 1z'� D Licensed Construction Supervisor: 3//fo/ Zoob Expiration 15ate 32- S10S a5L C. 10 Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable ❑ sv Company Name Registration Number m r r Address Expiration Date Z 0 Signature Telephone i 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 5�� Print Name l;2 o Signature of Owner/Agent Date too Item Estimated Cost(Dollars)to beI1RA1�. I .©AT ,T� Completed by permit applicant is Million" 1. Building (a) Building Permit Fee Multiplier 2 Electrical (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) Zg dO p Check Number 4. NO.OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIlvIBERS OT 2 ND3 PD SPAN DEMENSIONS OF SILLS DEMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE Yx: SECTION 4-'4 MTA1S C Ek4SAl1T01�T; G� , iC IS 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 buildin ` rmit. Signed affidavit Attached Yea.......❑ No.......❑ SECTION S-PROFESSIONAL DESIGN ANn C�U TON SERVICES *FOR-B UM S AND$MLIC! M ES 1"O CONSTRUCTION COI�TROI PIII AT-0?�tk R llt6(+�ONfi NIi�G MORS TI�AAI�3i wG7�'-4F E�iC ASED 51�'A 5.1 Registered Architect: Name: Address Signature Telephone �.2 is :Prce > ^ Area of Responsibility Name: 431 £?c� Registration Number Address: Signature Total Expiration Date Not applicable ❑ Name: Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number }Signature Telephone Expiration Date A M EnZl cAy j Tb L'ug7�z, Not Applicable ❑ Company Name: C H—Rke-,M A11-1 C141A. yl00y Responsible in Charge of Construction New Construction ❑ Existing Building 0 Repair(s) ❑ Alterations(s) 11 Addition ❑ Accessory Bldg. 0 Demolition ❑ Other X Specify i(2c—t�t�S Brief Description of Proposed Work: e4zOPI7ri C:2 rti1 O�- e-- -r! -r! ^J =7b=— L X ST7 /n/e Cd M PO V n!>o A Jy JZts A N-M—"N 6, ✓4 T 1 2 0 Cv N L—�7C ST(N G I S 2 Gy S•�-1 w 1 C=-E T�w�y�' f e4,C>P r r, Ca ,tom e� USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly 0 A-1 ❑ A-2 0 A-3 ❑ IA ❑ A4 0 A-5 ❑ 113 ❑ B Business ,SCC r Co/KM or,S i v%P44 2A 0 C Educational 0 213 ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ IInstitutional ❑ I-1 ❑ 1-2 ❑ I-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R residential 0 R-1 0 R-2 0 R-3 ❑ 5A ❑ S Storage ❑ S-1 0 S-2 ❑ 5B ❑ U Utility 0 Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34: Proposed Hazard Index 780 CMR 34: BUILDING AREA EXISTING if applicable) PROPOSED Number of Floors or Stories Include Basement levels Floor Area per Floor s Total Area s Total Height ft Independent Structural Engineering Structural Peer Review Required Yes ❑ No ❑ SECTION 10a Owner Authorization- TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner of the subject property Hereby authorize to act on My behalf,in all matters relative two work authorized by this building permit application Signature of Owner Date X cingular� WIRELEBe xcingular 580 MAIN STREET TM BOLTON, MA 07140 Lucent Technologies' "I r..e.I1�w...u,�. WIFELESS 7A SITE NAME: NORTH ANDOVER-SBA COLO CLOUDRAWING COPYRIGHT GH®HARBOUR &ASSOC:IATES LLP ��.es>vEYas wwu3s 6 LMItfSJwE M�-nF=fS SITE N BOS=020 855 2139 SILAS DEANS NICK WAY SUITE 212 ROCKY HILL. CT 06067 TEL. 660-257-4557 FAX 660-257-7514 CHA PROD-cCT NO: • 13713- 1013- 1601 a NO. SUBMITTAL 0 SITE INFORMATION LOCATION MAP DRAWING INDEX ° 11/24/04SS ED FOR REV EW O BY: PAL CHK:EP APP'D:PM N APPLICANT: CMGULAR WIRELESS v / S°ndT°\ = \ SHEET SHEET REVISION HISTORY a 580 MAIN STREET BOLTON, MA 07140 0uO1 av"Rd L°"° � i NO: TITLE NO: DATE I SIZE ADDRESS: 300 CHESTNUT STREET a TOt TITLE SHEET 0 11 /24/04 " NORTH ANDOVER, MA 01845 °ss C01A COMPREHENSIVE SITE PLAN 0 11 /24/04 TOWOWNER: SBA Ra oo ER 338 CHURCH ROAD o v_ C01 SITE PLAN 0 11 / 24/04 v PEMBROKE, NH 03275 a Po CO2 TOWER ELEVATION & DETAILS 0 11 /24/04 P. 0 COUNTY: ESSEX c 9a one CO3 STRUCTURAL DETAILS 0 11 /24/04 NI LATITUDE 42'40' 08' N u6°L 24 C04 STRUCTURAL DETAILS 0 11 04 m o / / o LONGITUDE: 71'06' 31' W a sd C05 STRUCTURAL NOTES 0 11 /24/D4 E01POWER & TELEPHONE PLAN 0 11 24 04 N AREA OF CONSTRUCTION: 500 S0. FT. / / i E02 GROUNDING PLAN 0 11 /.24/04 ENGINEER:i 1HARBOUR & ASSOCIATES LIP 2 213939 SI SILAS DEANS HIGHWAY Rd E03 ELECTRICAL DETAILS 0 11 /24/04 SUITE ROCKYHILL. CT 06067 °1K E04 ELECTRICAL DETAILS 0 11 /24/04 Q / E05ELECTRICAL DETAILS 0 11 /24/04 w` CONTACT: PETER McTYGUE, P.E z Y i E06 ELECTRICAL SPECIFICATIONS 0 11 /24/04 o PHONE: (518) 453-3923 U n VI Q PDL( D m i l DRIVING DIRECTIONS = SITE 1P IT IS A VIOLATION OF LAW FOR ANYPERSON, `= LOCATION ° UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENCINEEF, Z FROM I-90' TO ALTER THIS DOCUMENT. FOLLOW 1-90 TO 1-290 EAST (EXIT 10). FOLLOW 1-290 5\ m EAST TO 1-495 NORTH (EXIT 268). FOLLOW 1-495 5� R6O µ651eY PROJECT DESCRIPTION Bos 0208(855) NORTH TO RT-174 EAST (EXIT 42A). FOLLOW RT-114 EAST. TURN LEFT ON HILLSIDE ROAD. TURN RIGHT ON I CHESTNUT STREET. ACCESS DRIVE IS ON THE LEFT PROJECT INCLUDES THE CONSTRUCTION OF AN 11'-5" X 26'-0" EQUIPMENT SHELTER ON STE NAME I^ DIRECTLY ACROSS FROM HOUSE # 336. PIERS. IN ADDITION, TWELVE (12) PANEL ANTENNAS ALONG WITH COAXIAL CABLES WILL NORTH ANDOVER—SBA COLO 9E INSTALLED AT A HEIGHT 0= :20' ACL ON THE EXISTING 152' GUYE.O-TOWER - SITE A0^_RESS' ' HANDICAP REQUIREMENTS R CHESTNUT STREET DO NOT SCALE DRAWINGS NORTH ANDOVER, MA 01845 FACILITY IS UNMANNED & NOT FOR HUMAN HABITATION, v ESSEX COUNTY i HANDICAP ACCESS IS NOT REQUIRED. CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY SHEET TITLE DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME OTHER REQUIREMENTS NO SALE MA TITLE SHEET A DIG SAFE - MASSACHUSETTS U FACILITY HAS NO PLUMBING OR PARKING. NOVEMBER 2004 d SAVE BIG, CALL BEFORE YOU DIG. SHEET NUMBER 3 NOT FOR CONSTRUCTION z 7-888-344-7233 T01 d t ' f N Xcingular� WIRELESS 580 MAIN STREET C/NGULAR ANTENNAS SECTOR A BOLTON, MA 07140 ON FRAME (12 TOTAL) AZ = JO' II I TOP OF EXISTING WHIP J II ANTENNAS 162'-0" AGL / PROPOSED C/NGULAR ANIFNNAS AT 120'-0" AGL (2 PER SECTOR) Lucent Technologies SECTOR C TOWER STANDOFF SECTOR FRAME { AZ = 270' BY MTS P/N SF-SU12-4-72 (12) C/NGULAR ANTENNAS i I'- r+ MOUNTED TO EX/STING GUYED (OR APPROVED EQUAL) TO � CENTER OF EXISTING it TOWER, PA/NT TO MATCH � ANTENNAS 135'-0" AGL EX/SANG FAA ORANGE & I.X L�A WN/TE PA/NT ON TOWERy EXISTING 152'± DRAWING COPY CHT GUYED TOWER FUTURE C/NGULAR 0 2004 1` v CENTER OF C/NGULAR 2 ANTENNAS AT 120'-0" CLOUGH, HARBOUR AGL s�Ass OClATE�SLLP ANTENNAS 120=0"AGL - (2 PER SECTOR) SECTOR B 2139 SILAS DENE CT 06067 NE HIGHWAY, SUITE 212 U . RELOCATE'EX/SANAZ 150' ROCKYG WHIP �CENTER OF EXISTING TEL. e60-zee-<ss7 FAx 660-237-731a ANTENNAS AS REQUIRED J' ANTENNAS 115'-0" AGL CHA PROJECT NO: • 13713- 1013- 1601 a * CENTER OF EXISTING 2 ANTENNA CONFIGURATION PLAN ¢ N l ANTENNAS 100'-0" AGL N0. SUBMITTAL In '+ - NO SCALE O (. 11/24/04 ISSUED FOR REYIEW Z APPROXIMATE LOCATION k' ° BY: BAS CHK:JT APP'D:JPS `o Q N OF EXISTING GUY WIRES %-y CENTER EXISTING N 3 < \ ANTENNASS 85'-0" AGL a p a } Z k' EXISTING 152'± GUYED TOWER z In Io v 0 X y\ Z J I � �r m 0 1 —CENTER OF EXISTING DISH N D N /' Y ANTENNAS 53'-0" AGL �\ 0 o O %3 0 a0 (3) EXISTING 7/8" i a COAXIAL CABLES 0 p (6) EXISTING 1 5/8" ° 7 COAXIAL CABLES Z J C/NGULAR 11=5 X R:; CENTER OF EXISTING GPS ANTENNA 20'-0" AGL 25-O" EQUIPMENT `- ' /-`•,i z SHEL TER ON PIERS o v -4 FUTURE VERIZON \ EXISTING 6'-0" HIGH X 12'-0" X 30'-0" !'`•% CHAINLINK FENCE ,? EQUIPMENT SHELTER \OOOOO -•I WITH (3) STRANDS ! 12 PROPOSED 1 518" o OF BARBED WIRE _ __ _----EXISTING SPRINT ( ) F EQUIPMENT ON COAX/AL CABLES TO C/NGULAR /� T IS A`AOLAPCN OF LAW FOR ANY PERSON, Eo°o FRAME ANTENNAS AT 120=0" \.O UNLESS THEY ARE ACTING UNDER N N ER. ZOF A LICENSED PROFESSIONAL ENGINEER. GROUND LEVEL EXISTING 152'± TO ALTER THIS DOCUMENT. \ GUYED TOWER I SITE NUMBER: BOS-020 (855) I SITE NAME NORTH ANDOVER-SBA COLO I SITE ADDRESS: 1 TOWER ELEVATION 300 CHESTNUT STREET - NO SCALE 3 _ CABLE LAYOUT DIAGRAM NORTH ANDOVER, MA 01845 - NO SCALE ESSEX COUNTY M SHEET TITLE M -ANOTHER ENGINEERING FIRM IS CURRENTLY ANALYZING THE EXISTING TOWER AND TOWER ELEVATION FOUNDATION TO INCLUDE THE PROPOSED EQUIPMENT. & DETAILS -THESE DRAWINGS DO NOT SHOW ANY PROPOSED STRUCTURAL MODIFICATIONS TO i THE EXISTING TOWER OR FOUNDATION THAT MAY BE REQUIRED. PRIOR TO STARTING WORK ON THE TOWER, THE CONTRACTOR SHALL OBTAIN AND REVIEW SHEET NUMBER THE STRUCTURAL ANALYSIS REPORT AND DRAWINGS FOR ANY STRUCTURAL i MODIFICATIONS PREPARED BY OTHERS. !/� 3 COL t` BUILDING REQUIREMENTS FOR ZONE GENERAL BUSINESS ZONING REQUIREMENT REQUIRED EXISTING PROPOSED n 1 MINIMUM LOT AREA (SQ. FT.) 25,000 227,966 NO CHANGE a W X cingula r I XARA LAiVE MAXIMUM HEIGHT (FT.) 45 152 (TOWER) 120 (ANTENNAS) F WIRELESS G' MINIMUM STREET FRONTAGE (FT.)' 125 56± NO CHANGE 580 MAIN STREET TILITY / ACCESS-EGRESS MINIMUM YARD: FRONT (FT.) 25 184± (TO COMPOUND) 193± (TO SHELTER) Q 0 y BOLTON, MA 07140 -- EASEMENT (SEE PLAN #9399 MINIMUM YARD: SIDE (FT.) 25 58± (TO COMPOUND) 61± (TO SHELTER) a E.N.D.R.D.) TITLE EXCEPTIONS �a y #5 - SCH B II) MINIMUM YARD: REAR (FT.) 35 204± (TO COMPOUND) 238. (TO SHELTER) Q \ \ I FLOOR AREA (SQ. FT.) N/A N/A N/A MAXIMUM LOT COVERAGE (:) 35 1.34 (COMPOUND AREA) NO CHANGE / \ \ NF DWELLING UNIT DENSITY ACRES N/A N/A N/A ` \` \\MORRISSEY I ` Lucent Technologies I I N/F \ �.«Lb. I..+w.n... N/F \ I I N/F N/F I PITTLUCK \ LUCY \ N/F I McMANUS ALAIMO N/F `\ \ I WILSON I HATHAWAY 1 HATCH \ \ I I -LZ`Ri(�H -_��- _�-_ _ /NGULAR TO UTILIZE L H \ \ I _— — — /� N/F MORRISSEY T & EASEMENT USS EXISTING GRAVEL �—H ACCESS OR/t/E oRA�IN°°oo„»6NT THIS AREA IS SUBJECT © 2604 o TO RESTRICTIONS OUTLINED >\- TWOODS I TO ACCESS SITE CLOUGH. HARBOUR \ EXISTING o IN THE TITLE EXCEPTION1 6 ASSOCIATES LLP _BUILDING q #6-5#12 6 PG SEE BOOK OK __ -- 21}9 SILAS DEANS HIGHWAY, SUITE 212 j� ROCKY HILL. CT 06067 NOTE. --- EL. 860-2 7-4557 PAX PROJECT NOO-251-7511) NO WETLANDS ON PROPERTY — -i ~ - - - - ---- -- - - --- --- 7 I ts13- 1m3- 1801 f_ . l- - — — - - I EXISTING 2) NO fZOOD ZONES ON PROPERTY _ — — — _ I. r.._ I,� GUY WIRE a t----�1---.� I._.._._..-; / r., :�,�....�_,.-•,i•-�_v'._�. .,/"moi EXISTING \ �'�- ! �- n �- / \\ N0. SUBMITTAL o BUILDING - t ; // j / I N/F n/za/Da issue0 FOR REVIEW EXISTING GRAVEL i o1� '-} ;I ACCESS DRIVEWAY R A ° er PAL CMM JP gPPO•PM I E C/NGULAR TO UAUZE LOT 2 -- — —~—� �/ I EXISTING TREE 1 c/ EX j0' WIDE — — _ / / COVERAGE WOODS? 1' 1 �,,.I 1 EASEMENT ODER EX/STING caftrEft //! j ( J.91-1 ` /NGULAR 11-5-X 25' O ACCESS S/TFS DRI VE / ,�;/ / I EXISTING `'i `' I EX/SL NG COMPOUND GUY WIRE VI / LOT 1 /j I LOT 3 \\ EXISTING AREA = 151,562 S.F. // m (3.48 ACRES) / I AR 2 6 S.F. I GUY WIRE (5.23 ACRES) R ZONE: GENERAL BUSINESS WOODS EXISTING ASPHALT 1 / I o ACCESS DRIVEWAY I // / I POLE # 441 W/ UNDERGROUND EXISTING 152'± EXISTING I ELECTRIC GUYED TOWER50'-FENC X 60'-2" FENCED COMPOUND I N/F GILBERT c / o I / N/F , m —�_ -� / %/ N/F HAMEL I FRE ETTE # PGE SOK #875 L -- FINOCCHIARO I POLE # E.N.D.R.D. FOR ` 1 � I 4416 EASEMENT RIGHTS TO LOT 2 1 / f I N/F I I MERRIMACK-ESSEX IT IS A MOLATION OF UW FOR ANY PERSON. N/F j'j I N/F I EXCEPTION 7, SCH UNLESS THEY ARE ACTING UNDER HE DIRECTION I / I I ROBIN I f ELECTRIC CO. TITLE z I CARTER ! / ! �// FINN LOT 4 I # OF A UCENSEO PROFESSIONAL ENGINEER. B II) TO ALTER THIS OOCUMENT. N/F EXISTING 30' SMcGUIRE a LOT 8 // I WIDE DRIVEWAY I _--- SITE NUMBER: oN/F I �� i//I AREA LOT 858 S.F. & UTILITY I BOS-020 (855) vl NOMINEE TRUST / I EASEMENT I I SITE NAME 1' I (0.59 ACRES) 1 POLE # NORTH ANDOVER S SBA COLO A/F I j 4415 SITE SfTE ADDRESS: AGLER I i' I REA 300 CHESTNUT STREET y I ' NORTH ANDOVER, MA 01845 COMPREHENSIVE SITE PLAN 4°;4 ESSEX COUNTY SHEET TIME GRAPHIC SCALE / CHESTNUT ST RAE _ CHESTNUT STREET COMPREHENSIVE _ _.-- - �- 100 o so 100 -- SITE PLAN L/_......_. .. _.._ - C _�-- _ - SHEET NUMBER J BASEMAP NOTES: _-.-- `_ IN FEET 3 1. BASEMAP INFORMATION OBTAINED FROM A SURVEY PERFORMED BY URS GREINER FOR SBA C 0 1 A COMMUNICATIONS CORPORATION LAST REVISED ON OCTOBER 16, 1998. iL ' GENERAL NOTES: 1. THE LOCATION OF ALL EXISTING FEATURES SHOWN ON THIS SET OF PLANS HAS BEEN DETERMINED FROM FIELD MEASUREMENTS AND PLANS PROVIDED TO CLOUGH, HARBOUR 8C ,. TRUX, ASSOCIATES LLP.. NO GUARANTEE IS MADE NOR SHOULD BE ASSUMED AS TO THE X c i n g u I a r i APPROX EN COMPLETENESS OR ACCURACY OF THE CURRENT HORIZONTAL OR VERTICAL LOCATIONS. 'nIRLEes MAG. ALL PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY THE ACCURACY AND N COMPLETENESS OF THE INFORMATION SHOWN PRIOR TO CONSTRUCTION ACTIVITIES. 580 MAIN STREET- - 2. THIS SET OF PLANS HAS BEEN PREPARED FOR THE PURPOSES OF MUNICIPAL AND BOLTON, MA 07140 AGENCY REVIEW AND APPROVAL. THIS SET OF PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED AND EACH OF THE DRAWINGS HAS BEEN REVISED TO INDICATE 'ISSUED FOR CINGULAR TO CONSTRUCTION." EXIS77NG SHED TO EXISTING 152'± EXISTING SPRINT EXISTING 12' WIDE UTILIZE EWS71NG 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND STIPULATED HEREIN. 4. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL 13E REMOVED BE RELOCATED GUYED TOWER CABLE BRIDGE DOUBLE SWING GATE ACCESS AND PARK/NG AREAS FROM THE SITE AND DISPOSED OF LEGALLY. BY OTHERS 5. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS Lucent Technologies' EQUIPMENT AND TOWER AREAS. °iR''°i1nnii9e"' X— ----X----�C--- --X— -X-----X-------X— 6. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN - MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. t I 7. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE "'-- X PRIOR TO FINISHED SURFACE APPLICATION. 1 - 8. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE I � EXISTING MOBILE , ! ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE L�A i EQUIPMENT TRAILER REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DRAWING coPYRiwr -- EX/STING SHED - DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR m 21304 I j WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL & ASSOC/A7FD 1 - j / PROVIDE SAFETY TRAINING FOR THE WORKING CREW. 6LASSOCI TESCLLP CABLES TO BE + I __._ - EXISTING GRAVEL 9. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH .9 FP AV Fye REMOVED BY X ' _.-..._tel ACCESS DRIVE ALW6 INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, OTHERS I EXISTING I PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE z,aa SII-AS xY HILLRCT 06067�IYE zLz I SHED i ;...--.-..T..--_L.--.-.!...-......_I_._!-..-...1.--_...:_ EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. TEL_ 660-257-4557 PAX 660-257-75— _ 10. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY CRA PROJECT No: i THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, 13713 - 1013- 1801 Rc C/NGULAR ICE i SEEDED, AND COVERED WITH MULCH. r - - 11. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.BRIDGE (19f LF) - 1 EXISTING CSC N0. suBMITrAL n I -- � EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN '- -_ CONFORMANCE WITH STATE GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND D 11/24/04 JISSUED FOR REVIEW 1 C/NGUL,AR METER COORDINATED WITH THE TOWN/COUNTY CODE ENFORCEMENT OFFICE. 6Y: PAL I CHK:JP APP'p:pM i - i & DISCONNECT 1 12• CONTRACTOR IS TO SUPPLY COMBINATION LOCKS. CINGULAR< 1 UNDERGROUND X ON EXIS77NG E01 BASEMAP NOTES: BACKBOARD E01 POWER & TELCO I I - 1. BASEMAP INFORMATION OBTAINED FROM AN OCTOBER 20, 2004 SITE VISIT PERFORMED BY CONDO/TS �. _._. —�_! X N !— SLOUGH, HARBOUR & ASSOCIATES LLP, AND DOES NOT REPRESENT AN ACTUAL FIELD EXISTING METERBANK SURVEY. ON BACKBOARD I ' s EXISTING I_ I -- - -- ! i POLE ##15-46 rj I EXISTING -- BOLLARDS `( —L 1 C/NGULAR GPS 77I I FUTURE X 0 0 o CD3 ANTENNA ON I ( I VERIZON I':. /CE BRIDGE POST X 12'-0" X 30'-0" EQUIPMENT XIST NG 4'-2" 6'-7" -; U d SHELTER TRANSFORMER 1 %! ! w J < i I / I EXISTING SPNTSPRINT EQUIPMENT EXISTING RCINGULAR ON FRAME SPRINT PPCII-5" X Z6=0" EOU/PMENT !SHEL TER ON PIE) T LL _.. .-.._/_ i -- J o } I `EXISTING 6'-0" HIGH 6" i 2" - IT IS A VIOLATION OF LAW FOR ANY PERSON, CHAINLINK FENCE IUNLESS THEY ARE ACTING UNDER THE DIRECTION o WITH (3) STRANDS OF A LICENSED PROFESSIONAL ENGINEER, X OF BARBED WIRE I I \ .___ To ALTER THIS DOCUMENT. t ; BO Si 020 (8 N : ' S 55) EXISTING NSITE NAME m I --- ---- '- - so'-9" x so'-2" -..-_ NORTH ANDOVER-SBA COLO FENCED COMPOUND SITE ADDRESS: aUD 300 CHESTNUT STREET 1 SITE PLANI NORTH ANDOVER, MA 01845 N ESSEX COUNTY n GRAPHIC SCALE TITLE to a s 2LAYOUT PLAN a SITE PLAN t0 GRAPHIC SCALES 10 Di Fess SHEET NUMBER C013 ai IN FEET (12) 1 5/8" CABLES ' CABLE LADDER CUSHION CABLE HANGERS (INSTALL WITH X c i n g u l a r BY MICROFLECT (PIROD) BOLTS AND OVERSIZED WASHERS) WIRELESS (OR APPROVED EQUAL) OPTIONAL STEEL BANDING AS REQUIREDL 2X2X1/4" GPS ANTENNA CABLE LADDER-+T 580 MAIN STREET 1/2"m J-BOLT BOLTON, MA 07140 -1 MOUNTING 2 II BRACKET PLATE TILT HOLES FOR ADJUSTMENT ¢o 3 ' 2 Z dLucent Technologies _ U M LW IMe�tlqu O ' O Q 4 a Ln o ^ 3 TOWER HORZ. OR DIAGONAL MEMBER L 2X2X3/16"X1 1/2" ICE BRIDGE LONG STANDOFF C� SUPPORT POST OR 1/4"X2" LADDER BRACKET W/ 1/2" DIA BOLT EQUIPMENT SHELTER ATTACHMENT BRACKET DRANNGCOPYRICHT ///--1/2" DIA. COAX CABLE C 2004 MINIMUM BENDING RADIUS PER v NOTE: CLOUGH, HARBOUR MANUFACTURER'S STANDARD 1. FIELD DRILL 9/16"0 HOLE IN ANGLE AS REQUIRED. &ASSOCIATES LLP I 3'-0" ENGNE . FA M _ CABLE LADDER ATTACHMENT 6 ` S 3 21 J9 SILAS OEANE MICR WAY, SUITE 2t2 2 CABLE LADDER DETAIL ROCKY HILL. CT 06067 GPS ANTENNA MOUNTING BRACKET - NO SCALE TEL. 660-257-4,57 FAX 660-257_75,6 NO SCALE CHA PROJECT NO: • 1' -4 1/4" 13713 - 1013- 1601 � PLATE 1/4" THK. O 3 3/4" 5" 2 1/8" 7/8" EXISTING TOWER GIRT J-HOOKS W/LOCK ND. SUBMITTAL 12 2 7/8" OR DIAGONAL WASHERS & NUTS t z4/0' SSUED fOR REVIEW o SEE TABLE BELOW-,\ Rr: RAs CHK:JT I APP•0:JPS o TYP PIPE MOUNT 0 N --' - - 7/8" DOWN TILT ASSEMBLY 00 N � -- _ _ COAXIAL SUPP5LADDER 0 0 0 0 0 0 C11 RUNGS ® 36" o o a o 0 0 SEE TABLE BEL PANEL ANTENNA a 7/16" x 2-7/8" 7/16" x 7/8" SLOTTED HOLE FOR (12) 1 5/8" COAXIAL CABLE W/MICROFLECT CUSHION s n SLOTTED HOLE FOR 2" 1-1/4" DIA. PIPE NOTE: OVERSIZE CABLE HANGERS (INSTALL WITH BOLTS AND OVERSIZED St DIA. PIPE U-BOLT WITH U-BOLT PROVIDED TO ALLOW t 2' TILT WASHERS) OPTIONAL STEEL BANDING AS REQUIRED DOUBLE NUTS AND /ADJUSTMENT TO ACHIEVE TOLERANCE. m WASHERS. (TYPICAL) MICROFLECT DESCRIPTION R P/N N MOUNTING BRACKET PLATE 81735 COAX SUPPORT LADDER, 5 FT LONG TMA n 81736 COAX SUPPORT LADDER, 10 FT LONG C, 81737 COAX SUPPORT LADDER, 20 FT LONG a ITEM DESCRIPTION QUANTITY 81751 LADDER BASE KIT # (EACH) MOUNT ANTENNA IN ACCORDANCE WITH i O1 1-1/4" SCH. 40 X 18" LG. MIN SS OR GALV. PIPE 1 1.OLADDER ATTACHES TO TOWER GIRTS OR DIAGONALS WITH INCLUDED J-BOLTS AND MANUFACTURER'S RECOMMENDED PROCEDURE BACKING PLATES. O2 PLATE 1/4 X 4-1/4 X 1'-4 1/4" LG. GALV.(A-36) 1 2.LADDER BASE KIT INCLUDES SPLICES FOR ATTACHING THE FIRST LADDER SECTION, 5 ANTENNA W DOWN TILT 3O STD U-BOLT FOR 2" PIPE W/ DOUBLE HEX NUTS 3.USE STACKABLE COAX LADDER BY MICROFLECT (OR APPROVED EQUAL). - NO SCALE AND WASHER, GALV. 2 COAXIAL LADDER SUPPORT v° OSTD. U-BOLT FOR 2" PIPE W/ DOUBLE HEX NUTS AND WASHER, GALV. (SEE NOTE 3) 2 - NO SCALE IT IS A VIOLATION OF LAW FOR ANY PERSON, -' UNLESS THEY ARE ACTING UNDER THE OIRECT1ON o Z OF BILL OF MATERIALS A TO NALTER THIS SED SDOCU ENT•SIONAL ONEER, m NOTES: SHELTER FLOOR SITE NUMBER: 0 1. THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL RF REPORT. 1/4"/FT SLOPE (BROOM FINISH) 4'x4'x4" 5000 PSI __ BOS-020 (855) N CONCRETE STOOP SHELTER SITE NAME 0 2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4" DIAMETER, SCHEDULE 40, 6x6-W2.OxW2.0 WIRE MESH-\m GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MIIST NOT RF THREADED AT THE A Nie -- - ------_ ---- NORTH ANDOVER-SBA COLO MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A 3/4" CHAMFER ON EDGES +1j SITE ADDRESS: ^_ HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW ^ 300 CHESTNUT STREET SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL FINISH GRADE NORTH ANDOVER, MA 01845 AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. ESSEX COUNTY 3. THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACHED TO THE APPROPRIATE .. : - •.. SUPPORT STRUCTURE USING U-BOLTS. THE SUPPORT PIPE SHALL THEN BE ATTACHED TO THE - \72" - - __ -III III III=1 I I 26'-0" 6" 12'-6 12'_6" 6" MTS WAVEGUIDE BRIDGE X c i n g u I a r� KIT P/N WB-K210-B WIRELESS i0 G>j _ 580 MAIN STREET , ft—CONCRETE y2 AWG BCW (TIP.) BOLTON, MA 07140 PIER, 6 PL (SEE PIER FOUNDATION DETAILS) ANTENNA CABLES CADWELD Lucent Technologles (TYP.) ll uLAW M-111 u 0I I I io OUTLINE OF SHELTER C #3 TIES ® 18 oz L-A io I 4-#4 EQ. SPCO ORAPoNC COPYRICNi I 7 ® 2004 SHELTER TIE-DOWN. — 3" MIN COVER (TYP) &OUGH. HARBOUR SEE PIER DETAIL T\\ _ � LLP ° + •�� `GROUND RING 21219 SILAS OEANE-HWA�ITE 212 -- ROCKY HILL. Cr C6067 4 TEL. 660-237-4557 FAX 660-257-7514 CONCRETE PIER �4 ,• CHA PROJECT NO: .• .. _ .. • •. �O- •' _ - 13713- 1013- 1601 NOTES: 1. USE NTS PARTS OR APPROVED EQUAL. 4'x12' CONCRETE STOOP. 6 N0. SUBMITTAL LOCATION VARIES. REFER 2. SUPPORT POSTS SHALL BE LOCATED ON ALTERNATING SIDES OF ICE BRIDGE SPACED NO MORE THAN 6'-0'. D FDR REV EW • • °• TO SITE PLAN. CO3 er: Eus CHK:Ji APP'D:JPS 3. ANY SPLICES OR CANTILEVERED SECTIONS OF THE _PIER FOUNDATION PLAN ICE BRIDGE SHALL BE LOCATED WITHIN 2'-0" OF A - NO SCALE SUPPORT POST. m N 2 ICE BRIDGE PIER DETAIL ANGLE TIE DOWN NOTE: - NO SCALE FINAL FOUNDATION DESIGN SHALL BE COORDINATED WITH SHELTER o BRACKET P/N 220210 MANUFACTURER'S DRAWINGS; FINAL DIMENSIONS AND REINFORCEMENT WILL (MIN. 4 REQ'D.) DEPEND ON FINAL SHELTER WEIGHT. THIS DESIGN ASSUMES STANDARD Ni SHELTER FLOOR SOIL CONDITIONS. CONTACT ENGINEER IF SOIL CONDITIONS DIFFER. m V/ /7777777 i 0 N C 0 0 ANGLE TIE DOWN i BRACKET P/N 220210 A EXISTING GRADE (MIN. 4 REQ'D.) REFER TO BLDG. MFR. STANDARDS (OR SHELTER FLOOR '0\x\ j \N EQUAL) EQUIP. SHELTER FOR ADDITIONAL INFORMATION. s \ \/�\/ \\j/\\ o I ! SEE CHART A FOR o \/, /\/ _ VERTICAL REINFORCING EXISTING GRADE \ 71IT ,co CHART A IS A MOLA17ON OF LAW FOR ANY PERSON, `o r r \ UNLESS THEY ARE ACTWG UNDER THE DIRECTION Z ' SIZE QUANTITY / /\/ OF A UCENSED PROFESSIONAL ENaNEER. N a #4 REINFORCING TIES 6 9 N \ LEDGE TO ALTER THIS DOCUMENT. m 4" CENTER TO CENTER Z 6 N ^ 3" CLEAR SITE NUMBER: N $ s BOS-020 (855) m #4 REINFORCING TIES SITE NAME: SEE CHART A FOR v� VERTICAL REINFORCING 4" CENTER TO CENTER NORTH ANDOVER-SBA COLO 3" CLEAR SITE ADDRESS: 300 CHESTNUT STREET GROUT EVERY OTHER BAR 12" NORTH ANDOVER, MA 01845 INTO ROCK ESSEX COUNTY n UNDISTURBED ��/\\ PARENT MATERIAL 30" 30" SHEET TITLE STRUCTURAL DETAILS 3 PIER FOUNDA ION IN SOIL 4PIR FOUNDATION ON ROCK IF R Q E UIRED - NO SCALE J NO SCALE SHEET NUMBER 3 C04 GENERAL NOTES STRUCTURAL STEEL NOTES (CONT.) EXCAVATIONS f FOUNDATION 1. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND 6. STRUCTURAL STEEL GRATING SHALL BE 1 1/2" X 3/16" GALVANIZED STEEL BAR 1. FOUNDATION EXCAVATION SHALL BE HAND-TRIMMED TO REMOVE LOOSE MATERIALS. 'X` c i n g u I a r SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL GRATING (IKG BORDEN TYPE-WB OR EQUAL) ATTACHED 0 V-6" ox. WITH GRATING DISCREPANCIES REPORTED TO THE ENGINEER IN WRITING. CLAMPS, UNLESS OTHERWISE NOTED. TNiRELE9S 2. DO NOT CHANGE SIZE NOR SPACING OF STRUCTURAL ELEMENTS. 2 00 NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND. 7, NEW STRUCTURAL STEEL LOCATED WITHIN A BUILDING OR ENCLOSURE SHALL 8E FIRE 580 MAIN STREET 3. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS RATED PER LOCAL CODE. 3 SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY GEOTECHNICAL ENGINEER, WHICH BOLTON, MA 07140 UNLESS OTHERWISE NOTED. - ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE REWORKED 4. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION TO SATISFACTION OF GEOTECHNICAL ENGINEER. SAFETY. CONCRETE NOTES 4. 00 NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE. 5. BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE 1 DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE 5. ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS SHALL BE SELECT STRUCTURAL INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, ANCHOR BOLTS, FILL MEETING THE GRADATION AND SOUNDNESS REQUIREMENTS IN ACCORDANCE WITH THE ETC. LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301 FOLLOWING GRADATION: 6. DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS DRAINS, DRAIN PIPES, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318, A. GRADATION. THE MATERIAL SHALL HAVE THE FOLLOWING GRADATION: " ; Lucent Technologies BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" VENTS, ETC. BEFORE COMMENCING WORK. SEIVE SIZE PERCENT PASSING BY WEIGHT °i" . 7. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISATTING OR NONCONFORMING 2. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING 4 INCH 100 MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO REMEDIAL CONCRETE. NO. 40 0 TO 70 OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE APPROVAL. NO. 200 0 TO 15 3. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (±1.57) WITH A MAXIMUM 8. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND B. MATERIALS SHALL BE SUBSTANTIALLY FREE OF SHALE OR OTHER SOFT, POOR COORDINATE HIS WORK WITH THE WORK OF OTHERS. 4" SLUMP, AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5000 PSI DURABILITY PARTICLES. IF TESTING IS ELECTED BY OWNER, MATERIAL WITH A ^ UNLESS OTHERWISE NOTED. MAGNESIUM SULFATE SOUNDNESS LOSS EXCEEDING 30% WILL BE REJECTED. �A 9. CONTRACTOR TO FOLLOW ALL STATE, LOCAL AND NATIONAL CODES AS APPLICABLE. 4. MAXIMUM AGGREGATE SIZE SHALL BE 1". ORAINNC COPYRIGHT ® zow DESIGN DATA 5. THE FOLLOWING MATERIALS SHALL BE USED: 6. COMPACT TO 95% STANDARD PROCTOR DENSITY PER ASTM D-698. CLOUGH. HARBOUR 6 ASSOCIATES LLP LIVE LOADS: PER STATE, LOCAL AND NATIONAL CODES AS APPLICABLE PORTLAND CEMENT: ASTM C 150, TYPE 1 7. SUBGRADE BELOW SLAB-ON-GRADE SHALL BE REVIEWED AND ACCEPTED BY �^�• g F REINFORCEMENT: ASTM A 615, GRADE 60 GEOTECHNICAL ENGINEER BEFORE CONCRETE SLAB PLACEMENT. ` EME HIGHWAY. WIND LOADS: PER STATE, LOCAL AND NATIONAL CODES AS APPLICABLE NORMAL WEIGHT AGGREGATE: ASTM C 33 219 SI ROCKY HIU_ CT 06067 SUITE ztz ICE LOADS: 1/2" RADIAL ON ALL COMPONENTS & CABLE WATER: DRINKABLE 8. ALL LOOSE AND/OR ORGANIC MATERIAL SHALL BE REMOVED PRIOR TO PREPARATION TEL. 660-237-+397 FAX 660-297-7314 SNOW LOAD: PER STATE, LOCAL AND NATIONAL CODES AS APPLICABLE / ADMIXTURES: NON-CHLORIDE CONTAININGOF THE AREA FOR PLACEMENT OF STRUCTURAL BACKFILL. OVERALL PLAN AREA OF 713NO:1PROJECT SEISMIC LOADS: PER STATE, LOCAL AND NATIONAL CODES AS APPLICABLE WORK SHALL EXTEND S-O" MINIMUM BEYOND THE FINAL DIMENSIONS. 13713- 1013- 601 6. REINFORCING DETAILS SHALL RE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 315. 9. SCARIFY THE EXISTING SOILS TO A DEPTH OF 6" AND RE-COMPACT USING A PLATE ANTENNA SUPPORT BRACKET NOTES No. sueAmAl D 7. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS TAMPER. ANY SOFT AREAS SHALL BE OVEREXCAVATED 12" AND BACKFILLED WITH 1. DESIGN RESPONSIBILITY OF ANTENNA MOUNTING BRACKETS AND POLES AND ALL NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED MATERIALS AND COMPACTION REQUIREMENTS SHOWN ON THE DRAWINGS. 11 24/0+ ISSUED FOR REVIEW COMPONENTS THERE OF AND ATTACHMENT THERE TO SHALL BE THE RESPONSIBILITY STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ° BY: ELAS I CMK:JT T APPM JPS OF THE MANUFACTURER. MFR. SHALL PROVIDE TO THE ENGINEER FOR APPROVAL, ALL HOOKS SHALL BE STANDARD, UNO. 10. PLACEMENT AND COMPACTION OF STRUCTURAL BACKFILL AND SUBBASE SHALL BE o DRAWINGS DETAILING ALL COMPONENTS OF THE ASSEMBLY, INCLUDING CONNECTIONS, DONE IN 8" LIFTS. EXCAVATE FOR THE FOOTING EDGE AS SHOWN ON THE DRAWINGS. DESIGN LOADS, AND ALL OTHER PERTINENT DATA. ALL SUBMISSIONS SHALL BEAR S. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING THE STAMP AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: 11. CONTRACTOR TO GRADE SITE LEVEL WITH EXISTING, TWO FEET BEYOND PROPOSED STATE THE WORK IS BEING PERFORMED. EQUIPMENT PAD FOOTPRINT, THEN TAPER TO EXISTING GRADE IF REQUIRED AT A CONCRETE CAST AGAINST EARTH........3 IN. MAXIMUM OF 3:1 SLOPE 2. BRACKETS SHALL BE DESIGNED TO SUPPORT CURRENT AND FUTURE PANEL ' ANTENNAS AND COAXIAL CABLES AS SHOWN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER ..................................2 IN. 3 STRUCTURAL STEEL NOTES #5 AND SMALLER & WWF ...................1 1/2 IN. i v'S CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE v 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC GROUND: "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SLAB AND WALL .................................3/4 IN. m FOR BUILDINGS". ALL W-SHAPES SHALL BE ASTM A992. ALL STEEL PIPE SHALL BE BEAMS AND COLUMNS ........................1 1/2 IN. N ASTM A53 GRADE B. ALL RECTANGULAR HOLLOW STRUCTURAL STEEL SHALL BE ASTM o A500. ALL OTHER STEEL SHALL BE ASTM A-36. 9. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, I m 2. ALL INTERIOR STRUCTURAL STEEL USED SHALL BE, WHEN DELIVERED, FINISHED WITH IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. o ONE COAT FABRICATOR'S NON-LEAD, RED OXIDE PRIMER. PRIMING SHALL BE � tO.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER PERFORMED AFTER SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE. ALL MANUFACTURES WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR DINGS, SCRAPES, MARS, AND WELDS IN THE PRIMED AREAS SHALL BE REPAIRED BY ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT FIELD TOUCHUP PRIOR TO COMPLETION OF THE WORK, DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR 3. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. i SPECIFICATION ASTM A123 UNLESS OTHERWISE NOTED. GALVANIZING SHALL BE a' PERFORMED AFTER SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE. ALL 11. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. DINGS, SCRAPES, MARS, AND WELDS IN THE GALVANIZED AREAS SHALL BE REPAIRED m BY FIELD TOUCHUP PRIOR TO COMPLETION OF THE WORK USING ZRC COLD 12.ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS GALVANIZING COMPOUND OR APPROVED EQUAL REFERENCED IN ACI-301. 0 4. 00 NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN T IS A VIOLATION OF UW FOR ANY PERSON. AND DETAILED ON STRUCTURAL DRAWINGS. 13.DO NOT WELD OR TACKWELD REINFORCING STEEL. a UNLESS THEY ARE ACTING UNDER THE DIRECRCN 5 14.ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE OF A LICENSED PROFESSIONAL ENGINEER, 5. CONNECTIONS: SLEEVES, GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL To ALTER THIS DOCUMENT. z i A. ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER USING E70XX ELECTRODES BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SITE NUMBER:0 (855) SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC 15.LOCATE ADDITIONAL ENGINEER. P JOINTS REQUIRED TO FACILITATE CONSTRUCTION BOS-020 E. o AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT CONTINUOUSLY THROUGH o "MANUAL OF STEEL CONSTRUCTION ", 9TH EDITION. AT THE COMPLETION OF JOINT. SITE WELDING, ALL DAMAGE TO GALVANIZED COATING SHALL BE REPAIRED. NORTH ANDOVER-SBA COLO m B. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS 16.REINFORCEMENT SHALL BE COLD BENT WHENEVER FENDING IS REQUIRED. STE ADDRESS: ,. 300 CHESTNUT STREET 1 (3/4" DIA) AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 17.PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD oJOINTS AND OTHER EMBED REINFORCNGP00 NOTLANES OUSyE VIBRATORSBRATE THE TO TRANSPORTESSEX COUNTY CHUTES THROUGH ETE TO FULLY NORTH ANDOVER, MA 01845 C. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. GALVANIZED ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. CHUTES OR FORMWORK. N D. CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO REVIEW AND 18.DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. SHEET TITLE APPROVAL BY ENGINEER. 19.00 NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND E. AT ALL BOLTED CONNECTIONS, PROVIDE A NUT AND A WASHER CONFORMING TO SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. STRUCTURAL NOTES cASTM F436. PROVIDE A WASHED MATCHING THE BOLT SIZE UNDER ALL BOLT 20.FOR COLA-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CONFORM TO HEADS AND NUTS THAT WILL BE TURNED IN TIGHTENING THE CONNECTION. APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS TIGHTEN TO RISC "SNUGTIGHT" CRITERIA. CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH SHEET NUMBER 5 CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM. 3 C05 ABBREVIATIONS GENERAL NOTES: LEGEND ATS AUTOMATIC TRANSFER SWITCH 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT }C c i n g u I a r� APpROX AWG AMERICAN WIRE GAUGE SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. z UTILITY POLE TRU.R DWG DRAWING 2• CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO WIRELESS APPROX. AT RGS RIGID GALVANIZED STEEL THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. MNW/WITH LOAD CENTER w/ATS G' �J TYPICAL 3. SERVICE SHALL BE 120/240 VAC, 200 AMP, 1—PHASE. BOLTON, MA 07140 CEP 580 MAIN STREET W/ 4. CONTRACTOR TO--BE AWARE OF AND AVOID OTHER UNDERGROUND UTILITY RUNS WITHIN THE SITE COMPOUND. ® GENERATOR RECEPTACLE O METER SOCKET BY OTHERS METER BY UTILITY COMPANY EXPOSED CONDUIT Lucent Technologies jidl W�tene..pa,. r ————— UNDERGROUND ELECTRICAL/TELEPHONE ® CODED DRAWING NOTE � XXX DETAIL NUMBER C � I XX DRAWING(S) NUMBER DRAWNG COPYRIGHT 0 2004 CLOUGH. HARBOUR ' 2 &AASSSOCCIIA�T�ERS LLP 6 LAN�C'AFE AGOHTtr-LT"' ":'S SILAS DEANE HIGHWAY. SUITE 212 ROCKY HILL. CT 06067 TEL. 860-297-4657 FAX 860-2Z7-7314 CHA PROJECT NO: 1 CODED DRAWING NOTES: 13713-1013- 1601 E03 2 • 3 I E04 EXISTING METER BACKBOARD. PROVIDE 200A 7 METER SOCKET AND 20OA/2P FUSED SERVICE OL No. SUBMITTAL TYP n I -------------- — ————— '— ------ — — ---- __ O DISCONNECT SWITCH w/(2) 200A FUSES IN 11/24/04 ISSUED FOR REVIEW ( --------------- — -------- -- ---- -------- 9 ° 9 AVAILABLE SPACE. METER BY UTILITY. or. JR5 CNK:CMM AaP'D:xxx 20' EXISTING GUY TOWER. c -- --- I 1 i 1 6 ; -- — ) 0 4"C. w/(3) #3/0 + #6G. LOAD CENTER w/ATS BY SHELTER I _____________ i I I O4 MANUFACTURER. LINE SIDE TERMINATIONS BY r i I I I t0 ; I THIS CONTRACT. a I I I i i I O $ INTERIOR TELEPHONE BOARD BY SHELTER O MANUFACTURER. O4"C. w/PULL ROPE AND TELCO CABLES PER I I i i I 11 O CINGULAR. N i CINGULA R i 70 EXISTING CSC CABINET. a I i t SHFITFR I O $ COORDINATE STUB UP LOCATION w/SHELTER O PENETRATIONS IN FIELD. i III I { O 4"C. w/(3) #3/0. c I I j i I 10 GPS ANTENNA. EXISTING PAD MOUNTED UTILITY TRANSFORMER. v I I I I I < I I PROVIDE NEMA 2 HOLE LUG WITH CRIMP a I ',4 11 CONNECTORS ON L.V. TERMINALS. ALL HARDWARE N ------___— TO BE STAINLESS STEEL. COORDINATE ALL THE —� i WORK WITH UTILITY CO. REPRESENTATIVE- ! IT IS A MOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION n i Z CFA TO LICENSEDPROFESSIONAL THIS DOCUMENT. GINEER, DOCU ENT. � TYP I I I I I i t I SITE NUMBER: o L--------------' `------ I BOS-020 (855) SITE NAME: oL---------------------' I m NORTH ANDOVER-SBA COLO _ SITE ADDRESS n x X x ■—� 300 CHESTNUT STREET b NORTH ANDOVER, MA 01845 ESSEX COUNTY in 1 POWER & TELEPHONE PLAN SHEET Trn-E POWER & TELEPHONE r IrPLAN U v � IN FEET ) SHEET NUMBER 3 E01 ` GROUNDING SYSTEM NOTES: LEGEND 1. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND 6. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION X c i n g u I a rn UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN RESISTANT MATERIAL ---- GROUNDING WIRE. #2 BCW U.N.O. THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 7, ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG SOLID TINNED COPPER • WIRELESS COMPRESSION TYPE CONNECTION 2. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC (CADWELD) UNLESS OTHERWISE INDICATED. CONNECTIONS. 8, CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK ® GROUND ROD 580 MAIN STREET 3. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). TO BACK CONNECTIONS ON OPPOSITE SIDES OF'THE GROUND BUS ARE PERMITTED. BOLTON, MA 07140 `PI'ROX 4. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BROD E FORMED 9. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED ® 5/8" x TCOPPER CLAD TRDE USING HIGH PRESS CRIMPS. WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. GROUND ROD W/ ACCESS APPROX. MAG. 5. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & 10. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 MAG. CADWELD CONNECTION HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION. OHMS. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH PROJECT • N SPECIFICATIONS FOR FACILITY GROUNDING, USING FALL OF POTENTIAL METHOD. MG I7"r M1G8 MIGB - GROUND BAR Lucent Technologies' CG.�� CIGBE - GROUND BAR METER BY OTHERS O e METER BYCKET UTILITY COMPANY �A 4 I I ® CODED DRAWING NOTE DRAWK COPYRIGHT 0 2004 CLOUGH, HARBOUR I 4 i XXX DETAIL NUMBER &ASSOCIATES LLP 6 XX DRAWING(S) NUMBER EN�.� 2139 SILA6EANE HIC E04 s OLE„a„SUs HwAT, SUITE 212 ROCKY HILL. Cr 06061 TEL. 860-23]-453] FAX 860-25]-]5I4 ABBREVIATIONS 13713 PROJECT NO: N1601 i 8 2 7 , v I AWG AMERICAN WIRE GAUGE a 3 OW BARE COPPER WIRE E03 CG E COAX GROUND BAR EXTERNAL NO. SUBWTTAL CIGBE COAX ISOLATED GROUND BAR EXTERNAL DWG DRAWING 0 11/24/04 SSI FOR REYIEW " MIGB MASTER ISOLATION GROUND BAR 8Y. JRS ON CMM APP'D:XXX o a L 5 , J___-_-____J______L__ TYP. TYPICAL o E04 - -- - - i ( W/ WITH TYP. 11 5 1 s•--- --- ----- 1 E05 i I 3 I - 1 9 � O I E04 TYP I 10 rn I I n 1 I 2 I ✓�I " wE05 �I I I TYP. 1 I I CINGULAI e 4 " CODED DRAWING NOTES: R I E0 SHFI TER I I i i O #2 SOLID TINNED BCW. TERMINATE AT METER PER UTILITY o I I COMPANY SPECIFICATIONS, PER NEC REQUIREMENTS AND AS i 0 INDICATED. GO S I 2 I -------� i I O INTERIOR GROUND RING AND MAIN GROUND BAR BY SHELTER 1 MANUFACTURER. CABLES AND TERMINATIONS BY THIS CONTRACT. I i •' i 3O #2 SOLID TINNED BCW BURIED EXTERIOR GROUND RING. EXISTING GUY TOWER. Uo ———————— I I -------------- MIGB. GO CGBE. o ICE BRIDGE. BOND EACH SECTION AND SUPPORT POST. IT IS A NOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION r ( I I O TIE INTO EXISTING GROUND RING. LOCATION TO BE DETERMINED IN OF A LICENSED PROFESSIONAL ENGINEER, Z ' I I " FIELD. TO ALTER THIS DOCUMENT. I ^ I L-------------J AC UNITS BY SHELTER MANUFACTURER. GROUNDING CONNECTION SITE NUMBED L---------------------- I ! ( O BY THIS CONTRACT. BOS-020 (855) EXISTING GROUND RING. EXACT LOCATION TO BE DETERMINED IN SITE NAME GO X ,—�� .� 11 GPSANTENNA. SITE ADORESS. NORTH ANDOVER-SBA COLO A 300 CHESTNUT STREET NORTH ANDOVER, MA 01845 ESSEX COUNTY N F I SITE GROUNDING PLAN n SHEET nn.E M GROUNDING PLAN rn O Y e r U c SHEET NUM80 ( IN ]EEf ) 3 E02 0 Xcingular WIRELESS 580 MAIN STREET 11 BOLTON, MA 07140 OANTENNA (TYP.) ANTENNA (TYP.) ANTENNA (TYP.) Lucent Technologies NOTE 1 NOTE 1 NOTE 1 0' ANTENNA COAX ANTENNA COAX ANTENNA COAX AC GND KIT GNO KIT GND KIT ( ) 9 CABLE CABLE CABLE (U ) FENCE GPS DISCONNECT 200A 1 2P 3 L-0A] TMA 3A 3 TMA m 200 AF ¢ < ¢ 0 N 3 �! U 3 ORAWNC COPYRIGHT 3 3 3 m _ GO m ® za04 a QD a `"O CLOUGH. HARBOUR I m m N a &ASSOCIATES LLP I ��. I GND BAR GND BAR GND BAR 2139 SILAS DEANE HIGHWAY. SUITE 212 I I ROCKY HILL, IT OBOE? (2) #2 BCW EXISTING 1 I.L. 860-2 7-4557 FAX 00-237-7314 GROUND CHA 6O—� I 3 3• 3 3 — - - - — - - I RING J 13713 - 7013-1601 CONNECTIONS GO N n N 0° 1 INSIDE SHELTER v a I x a BY CINGULAR No. SUBMITTAL UNLESS Z 11 24/04 ISSUED FOR REVIEW MGB' OTHERWISE TELCO 's I n O BY: IRS CHK CAN APP'O:xxx o I I INDICATED. BOARD NOTE 5 N IMETER I I TOP O�GUY 2 p 2 BCW m SHELTER FRAME n I I TOWERBE INSULATED CGBE c0 r I I GREEN U 3 3 3 m m m OTES 2 k 3 m INSIDE SHELTER BOTTOM OF LO = GUY TOWER o 0 v N U U ri � m In W \\ N N GROUND m1 O 200A J 4 z °Q ROD(S) 2P o GND KITIA AWG GND BAR CONDUITS o CABLE ICE BRIDGE GPS ANTENNA (IF REQUIRED) U `- ANTENNA COAX GND KIT W CABLE / O O U am NQTES 1. BOND ANTENNA GROUNDING KIT CABLE TO GROUND BAR a 2. #2 (SOLID TINNED) BCW BURIED GROUND RING. IT IS A VIOLATION OF LAW FOR ANY PERSON. 3. FOR GROUNDING CONNECTION At DETAILS, SEE LAYOUT DRAWINGS. UNLESS THEY ARE ACTING UNDER z GITHE DIRECTION z 4. INSTALL GROUND RODS AT LOCATIONS AS SHOWN ON GROUNDING PLAN. OF A UCENSED PROFESSIONAL ENGINEER. TO ALTFR TIRs DocuuEt+r. 5. INTERIOR GROUND RING FOR EQUIPMENT BY SHELTER MANUFACTURER. m NOTES S17E NUMBER: 0 1. ELECTRICAL SERVICE SHALL BE RATED 200A, 240/12OV, 10 3W. SCHEMATIC DIAGRAM — GROUNDING SYSTEMS BOS-020 (855) SITE NAM 0 2. FOR CODED NOTES SEE DWG. E01 - NO SCALE NORTH ANDOVER-E. SBA COLO m I . SITE ADDRESS: 0 300 CHESTNUT STREET i NORTH ANDOVER, MA 01845 ESSEX COUNTY POWER & TELEPHONE DIAGRAM nTrF NO SCALE ELECTRICAL DETAILS SHEET NUMBER J u E03 LT Xcingular TACK COAT 6" _ 6" FINISHED GRADE OR FINISHED GRADE, AC UNDERGROUND UTILITY VARELESS IN ASPHALT MIN 580 MAIN STREET PAVEMENT MIN EXISTING ASPHALT OR CONIC PAVING -�--x-� OR CONCRETE PAVEMENT MATCH SLOPE AND BOLTON, MA 07140 SAWCUT THICKNESS OF EXISTING TRENCH 2" (MIN) ASPHALT PAVEMENT REQUIREMENT Co III I I I I _______ I-III UNDISTURBED SLOPE TO SUIT _----_ - Lucent Technolo 1e _ COMPACTED BACKFILL ..�E.e. 9�� SOIL CONDITION PER RLEAN CONCRETEEARTHWORK SPECIFICATION BACKFILL PER EARTH- 5-0" (MAX) _ a — Ed WORK SPECIFICATIONS VERTICAL = FOR TRENCHING SEE DETAIL DEPTH W/0 I I— ADWELD SHORING _ LEAN CONC DUCT BANK �TYP.) TYPICAL PIPES (4" PVC SCH. L—40) — RED COLORED OR SAND GROUND RING /� OR CONDUITS 6 TELEPHONE CONDUITS FILL PER UTILITY COMPANY #2 AWG BCW MIN WHERE APPLICABLE • SPECIFICATIONS ORAWNG COPYRIGHT BEDDING PER EARTH- I SIZE PER LOCAL TEL. CO. M o 2Ow WORK SPECIFICATIONS TRENCH AS SHOWN (1) ACTIVE CONDUIT __-_ CLOUGH. HAiaBOUfa ( ) ELECTRICAL CONDUIT ON PLANS 1 SPARE CONDUIT WHERE APPUCABLE &AENQISSOCCISL IA�TTESLLP W/ PULL ROPES 6" MIN 4" PVC SCH. 40 (TYP) W/ PULL ROPE NOTES 2139 51RO6 ROCKY �HTEClS 5 DE NE H TH09067 SUITE 212 T. VERTICAL POSTS SHALL BE BONDED TO THE RING. AS A MINIMUM ONE TEL. 660-257-4557 FAX 960-257-7514 VERTICAL POST SHALL BE BONDED TO THE GROUND RING. CHA PROJECT NO: * FINISHED GRADE OR NEW HOT MIX ASPHALT SURFACE COAT OR CONCRETE ,SEPARATION DIMENSION TO BE VERIFIED 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. 13713 -1013- 1601 PAVEMENT TO MATCH EXISTING CONDITIONS WHERE APPLICABLE WITH LOCAL UTILITY COMPANY REQUIREMENTS 3. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO EACH a 2 VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING. NO. SUBMITTAL DUCT BANK ELECTRIC TELEPHONE 1,24/04 SSUED FOR REVIEW T TRENCH DETAIL - NO SCALE D $ - NO SCALE 3 EXISTING FENCE GROUNDING BY: JR5 CHK:CMM APP'D:x)Of NO SCALE e m EXISTING rn GUYED TOWER s v w GUYED TOWER GROUND BAR (SEE N DETAIL) �j T o E05 INSPECTION HAND H / HOLE INSPECTION HANG HOLE o i GRADE COVER U SEE NOTE T�!i GRADE ;:I c / c GRADE-1i i o CADWELD i o o 4 / / CABLE TO ROD CADWELOED n RING GROUND 'o / / #2 AWG BCW CLEAN SAND FILL o CADWELD CONNECTION EXISTING GROUND Y RING. IT 15 A NOLATION OF LAW FOR ANY PERSON.(TYPICAL) UNLESS THEY ARE ACTING UNDER THE DIRECTION GROUND RING Z #2 AWG BCW OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. GROUNN N EXISTING GUYED TOWER CONC. PIER 5/8"0x010'00" LONGROD ERWELD _- ��_ SITE NUMBER o & PAG FOUNDATION (SIZE GROUND ROD COPPERWELD BOS-020 (855) VARIES) SITE NAME 5/8"0 x 10'-0" LONG NORTH ANDOVER—SBA COLO D EXISTING GUY TOWER — GROUNDING 300 CHESTNUT STREET 1 - NO SCALE 5 NOTE: INSPECTION HAND HOLE MAY BE CONCRETE OR PVC AND SHALL NORTH ANDOVER, MA 01845 GROUND ROD BE A MINIMUM OF 8" DIAMETER x 22" DEEP. N - NO SCALE ESSEX COUNTY i n NOTE GROUND ROD WITH ACCESS TITLE i 1. ALL WIRE SHALL BE ROUTED WITH THE SHORTEST MOST DIRECT PATH BETWEEN ABOVE - NO SCALE ELECTRICAL DETAILS GRADE CONNECTION AND UNDERGROUND RING GROUND. NECESSARY BENDS SHALL HAVE a A RADIUS OF AT LEAST 12' OR GREATER. U f SHEET NUMBER 3 E04 X cingular TMRELE99 580 MAIN STREET 5 ACCA 12" APPROX. ACCA 12" APPROX. BOLTON, MA 07140 2 ' ENCLOSURE ENCLOSURE 4 33/4• 6" 2" 6- 1 1/4" 0 MAX. 2 1/2" 0 MAX 7 3/4 0 ANTENNA ANTENNA GROUND BAR ON WAL#W/#2 /16" 2" o o ° ® CABLE - CABLE o ° OR ON ANTENNA TOWo 0 .° 0 CABLEWAVEI Lucent Technologies e o 0 0 00 0 ° o ° ° WEATHERPROOFING CABLE GROUND KIT CABLEWAVE I ABLE GROUND KIT e8u.,. o� I o WEATHERPROOFING KIT WEATHERPROOFING KIT OT o ° 1 #6 AWG STRANDED COPPER GROUND #6 AWG STRANDED COPPER GROUND OO 0 1" 1 WIRE (GROUNDED TO GROUND BAR) WIRE (GROUNDED TO GROUND BAR) - (STANDARD CABLEWAVE GROUNDING KIT) (STANDARD CABLEWAVE GROUNDING KIT) CLEGEND �ATO ANTENNA GPS CABLE TO ANTENNA CABLE DR"WC 2°�`"` 1 - COPPER GROUND BAR, 1/4"x 4"x 20", NEWTON INSTRUMENT CO. CAT. N0. UR G, TO BE USED 8-6142 HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION NATE: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. &ASSOCA ESLLP W TO BUILDING 2 - INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4. (NOT TO BE USED ON �GN�"8.s-a�YQs na�ss OR RING GROUND BARS PHYSICALLY ATTACHED TO TOWER.) 3 - 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 2130 SILAS DEANE HIGHWAY. SUITE 212 _CABLE GROUND KIT CONNECTION ROCKY HLLL, CT 09007 1 GROUND ARE INSTALLATION TO GROUND BAR 4 — WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT N0. A-6056 EL. 880-2 CHA PR PA%ago-29T-7a,. — NO SCALE 5 — 5/8-11 X 1" H.H.C.S.BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 — NO SCALE cHA PROJECT No: 13713— 1013— 1601 p F-2-1 GROUND BAR N - NO SCALE NO. SUBMITTAL 11/24/04 ISSUEO FOR REVIEW 0 BY: JRS CHK:CNM APP'0:%X% O N N n N FROM AN�NNA GPS ANTENNA w RX NOTE DO NOT INSTALL CABLE GROUND m TX KIT AT A BEND AND ALWAYS DIRECT r Tx/Rx GROUND WIRE DOWN TO CIG8E 0 I 1 CABLE TO PIPE CONNECTOR i WEATHERPROOFING II BURNDY TYPE GAR TC 2 AWG BCW ' c KIT, (TYP.) MOUNT (TYP) TYP 2 PLCS) it c r MOUNTING r � I I BRACKET PLATE I ; STANDARD GROUNDINGe o KIT (TYP.) CONNECTOR (SEE NOTE) WEATHERPROOFING �\ �� i IT IS A VIOLATION OF LAW FOR ANY PERSON. GROUNDING KIT UNLESS THEY ARE ACTING UNDER THE OIRECTICN KIT (TYP.) ANTENNA CABLE OF A LICENSED PROFESSIONAL ENGINEER. Z `�.` , � TO CABLE TRAY (TYP.) TO ALTER THIS DOCUMENT. 1/2"0 COAX CABLE CIGBE GROUND BAR i 6 AWG NEWTON SIMILAR TO MANUFACTURERS STANDARD BENDING RADIUS R sr1E NUMBER: i MOUNTED NEAR/BELOW BOS-020 (855) N FROM ANTENNA ANTENNA 2 GROUND BAR SITE NAME o FRAME SUPPORT e NORTH ANDOVER-SBA COLO m AWG GROUNDING KIT L IN AWG -- GROUND RING. 300 WITH KIT) 300 CHESTNUT STREET o �.--- INSULATED GREEN P #2 AWG BCW INSULATED TO #2/0 GREEN ATTACH TO EACH ANTENNA — - ---- LOWER CIGBE NORTH ESSEX ANDOVER, OUNTY 01845 SUPPORT BRACKET 5 GPS ANTENNA GROUNDING SCHEMATIC SHEET i1TLE - NO SCALE 4 CONNECTION OF GROUND WIRES TO ELECTRICAL DETAILS — GROUNDING BAR ® ANTENNAS I. NO SCALE SHEET NUMBS 3 E05 u I ELECTRICAL NOTES X c i n g u l a r" 1. INSPECTIONS B. BUILDING STRUCTURE: 00 NOT ENDANGER THE INTEGRITY OF THE BUILDING STRUCTURE BY WIRELESS CUTTING, DRILLING OR OTHERWISE MODIFYING ANY STRUCTURAL MEMBER, WITHOUT SPECIFIC A. GENERAL DURING AND UPON COMPLETION OF THE WORK, ARRANGE AND PAY ALL ASSOCIATED APPROVAL DO NOT PROCEED WITH ANY STRUCTURAL MODIFICATIONS WITHOUT WRITTEN 580 MAIN STREET INSPECTIONS OF ALL ELECTRICAL WORK INSTALLED UNDER THIS CONTRACT, IN ACCORDANCE PERMSSION OF THE PROJECT STRUCTURAL ENGINEER. BOLTON, MA 07140 WITH THE CONDITIONS OF THE CONTRACT. C. REPAIRS: REPAIR ANY AND ALL DAMAGE TO WORK OF OTHER TRADES CAUSED BY CUTTING B. INSPECTIONS REQUIRED: AS PER THE LAWS AND REGULATIONS OF THE LOCAL AND/OR STATE AND PATCHING OPERATIONS, USING SKILLED MECHANICS OF THE TRADES INVOLVED. AGENCIES HAVING JURISDICTION AT THE PROJECT SITE INSPECTION AGENCY: APPROVED BY THE LOCAL AND/OR STATE AGENCIES HAVING 6. RACEWAY SYSTEMS C. JURISDICTION AT THE PROJECT SITE. A. CONDUIT SEALS: INSTALL CONDUIT SEAL FOR EACH CONDUIT PENETRATING AN EXTERIOR D. CERTIFICATES: SUBMIT ALL REQUIRED INSPECTION CERTIFICATES. BUILDING WALL BELOW GRADE (UNLESS PENETRATION IS BELOW LOWEST BUILDING FLOOR SLAB), Lucent Technologies AND ELSEWHERE AS INDICATED, AND SO AS TO ACHIEVE A SEALED WATERTIGHT INSTALLATION. x"11 ibi 1"" "- 01 2. HANGERS AND SUPPORTS B. COORDINATE ALL CONDUIT STUB UP LOCATIONS WITH EQUIPMENT LAYOUT. A. MATERIALS: ALL HANGERS, SUPPORTS, FASTENERS AND HARDWARE SHALL BE ZINC COATED 7. ELECTRIC SERVICE OR OF EQUIVALENT CORROSION RESISTANCE BY TREATMENT OR INHERENT PROPERTY, AND SHALL BE MANUFACTURED PRODUCTS DESIGNED FOR THE APPLICATION. PRODUCTS FOR A. GENERAL COMPLY WITH AND COORDINATE ALL.REQUIREMENTS OF THE UTILITY COMPANY. ^ OUTDOOR USE SHALL BE HOT DIP GALVANIZED. B. SHORT CIRCUIT RATINGS: PROVIDE EQUIPMENT WITH HIGHER FAULT CURRENT RATINGS AS L_A NEEDED TO MATCH UTILITY COMPANY AVAILABLE FAULT CURRENT. DRAWING COPTRIGHT O 2W4 B. TYPES: HANGERS, STRAPS, RISER SUPPORTS, CLAMPS. U-CHANNEL. THREADED RODS, ETC. AS 8. TELEPHONE SERVICE CLOUGH. HARBOUR INDICATED OR REQUIRED. 6 ASSOCIATES LLP C. INSTALLATION: RIGIDLY SUPPORT AND SECURE ALL MATERIALS, RACEWAY AND EQUIPMENT TO A. GENERAL: INSTALLATION SHALL BE IN ACCORDANCE WITH TELEPHONE UTILITY COMPANYS ENlN 63S� RULES AND REGULATIONS. BUILDING STRUCTURE USING HANGERS, SUPPORTS AND FASTENERS, SUITABLE FOR THE USE, 2139 SIDS DEANE HIGHWAY, SUITE 212ROCKY HILL. CT 06067 MATERIALS AND LOADS ENCOUNTERED. PROVIDE ALL NECESSARY HARDWARE. PROVIDE CONDUIT TEL fico-257-4557 FAX 660-257-751♦ SUPPORTS AT MAXIMUM 5 FT. O.C. 9. GROUNDING SYSTEM CHA PROJECT NO: 13713- 1013- 1601 D. OVERHEAD MOUNTING: ATTACH OVERHEAD MOUNTED EQUIPMENT TO STRUCTURAL FRAMEWORK A. INSTALLATION: INSTALL AS INDICATED ON THE DRAWINGS AND AS REQUIRED: OR SUPPORTING METAL FRAMEWORK. a E. WALL MOUNTING: SUPPORT WALL MOUNTED EQUIPMENT 8Y MASONRY, CONCRETE BLOCK, 1. BOND ALL CABLE TRAY/ICE BRIDGE SECTIONS. Na. SUBMITTALn 11/24/04 ISSUED FOR REVIEW METAL FRAMING OR SUB-FRAMING. O V. JRS CHK:CMM A➢P'0:XXX F. EXTERIOR WALLS: MOUNT ALL EQUIPMENT LOCATED ON THE INTERIOR OF EXTERIOR BUILDING 10. CHECKOUT, TESTING, AND ADJUSTING N WALLS, AT LEAST ONE INCH AWAY FROM WALL SURFACE. USING SUITABLE SPACERS. a G. STRUCTURAL MEMBERS: DO NOT CUT, DRILL OR WELD ANY STRUCTURAL MEMBER EXCEPT AS A. CORRECTION/REPLACEMENT: AFTER TESTING BY CONTRACTOR, OWNER OR ENGINEER, CORRECT SPECIFICALLY APPROVED BY THE ENGINEER_ ANY DEFICIENCIES, AND REPLACE MATERIALS AND EQUIPMENT SHOWN TO BE DEFECTIVE OR j H. INDEPENDENT SUPPORT: DO NOT SUPPORT.MATERIALS OR EQUIPMENT FROM OTHER UNABLE TO PERFORM AT DESIGN OR RATED CAPACITY. N EQUIPMENT, PIPING, DUCTWORK OR SUPPORTS FOR SAME. B. POWER CONDUCTORS: CONTRACTOR SHALL CONDUCT A CONTINUITY & INSULATION TEST ON 1. RACEWAY SUPPORTS. RIGIDLY SUPPORT ALL RACEWAY WITH MAXIMUM SPACINGS PER NEC, CONDUCTORS BETWEEN SERVICE DISCONNECT SWITCH & POWER CABINET. AND SO AS TO PREVENT DISTORTION OF ALIGNMENT DURING PULLING OPERATION. USE C. WHEN SITE POWER IS DERIVED FROM 3 PHASE SOURCE LOAD READINGS WILL BE TAKEN AND APPROVED HANGERS, CLAMPS AND STRAPS FOR INDIVIDUAL RUNS. DO NOT USE PERFORATED RECORDED TO MAINTAIN A BALANCED LOAD AT THE PRIMARY SOURCE. RECORDS SHALL BE STRAPS OR TIE WIRES. WHERE MULTIPLE PARALLEL RACEWAYS ARE TO RUN TOGETHER, USE TURNED TO THE OWNER'S REPRESENTATIVE. WI TRAPEZE TYPE HANGER ARRANGEMENT MADE FROM U-CHANNEL AND ACCESSORIES, SUSPENDED BY THREADED RODS, AND ALLOW AT LEAST 25%SPARE CAPACITY FOR FUTURE INSTALLATION m OF ADDITIONAL RACEWAYS. RIGIDLY ANCHOR VERTICAL CONDUITS SERVING FLOOR MOUNTED OR 11. QUALITY ASSURANCE o "ISLAND" TYPE EQUIPMENT MOUNTED AWAY FROM WALLS WITH METAL BRACKET OR RIGID STEEL o CONDUIT EXTENSION SECURED TO FLOOR. A. INSTALLERS QUALIFICATIONS: FIRM WITH NOT LESS THAN FIVE YEARS EXPERIENCE IN THE v INSTALLATION OF ELECTRICAL SYSTEMS AND EQUIPMENT SIMILAR IN SCOPE AND COMPLEXITY TO I o J. MISCELLANEOUS SUPPORTS: PROVIDE ANY ADDITIONAL STRUCTURAL SUPPORT STEEL BRACKETS i ANGLES, FASTENERS AND HARDWARE AS REQUIRED TO ADEQUATELY SUPPORT ALL ELECTRICAL THOSE REQUIRED FOR THIS PROJECT, AND HAVING SUCCESSFULLY COMPLETED AT LEAST TEN S MATERIALS AND EQUIPMENT. COMPARABLE SCALE PROJECTS. a K. ONE HOLE STRAPS SHALL NOT BE USED FOR CONDUITS LARGER THAN 3/4 INCH. B. INCIDENTAL WORK: PAINTING, PATCHING, WELDING, CARPENTRY, MECHANICAL WORK AND THE LIKE RELATED TO OR REQUIRED FOR ELECTRICAL WORK SHALL BE PERFORMED BY CRAFTSMAN SKILLED IN THE APPROPRIATE TRADE, BUT SHALL BE PROVIDED FOR UNDER THIS CONTRACT. w 3. ENCLOSURES 612. CIRCUIT BREAKERS A. DRY LOCATION, INDOOR - NEMA 1 � B. WET LOCATION OR OUTDOOR - NEMA 3R A. GENERAL: MOLDED CASES WITH THERMAL AND MAGNETIC TRIPS UNLESS INDICATED OTHERWISE. B. INDIVIDUALLY MOUNTED: ENCLOSURES AS SPECIFIED ABOVE, UNLESS INDICATED OTHERWISE. a 4. HOLES, SLEEVES AND OPENINGS IT IS A VIOLATION OF UW FOR ANY PERSON, 13. SAFETY SWITCHES UNLESS THEY ARE ACTING UNDER THE DIRECTION 0OF A UCENSED PROFESSIONAL ENGINEER, z A. GENERAL PROVIDE ALL HOLES, SLEEVES, AND OPENINGS REQUIRED FOR THE COMPLETION OF A. GENERAL HEAVY DUTY, HORSEPOWER RATED, FULLY ENCLOSED, FUSIBLE (WITH REJECTION TO ALTER THIS DOCUMENT. WORK AND RESTORE ALL SURFACES DAMAGED, TO MATCH SURROUNDING SURFACES. MAINTAIN FUSE CUPS) OR NON-FUSED AS INDICATED, QUICK-MAKE, QUICK BREAK SWITCHING MECHANISM n INTEGRITY OF ALL FIRE AND SMOKE RATED BARRIERS USING APPROVED FIRESTOPPING SYSTEMS. INTERLOCKED WITH COVER, & NEMA-1 ENCLOSURE FOR DRY LOCATIONS, AND NEMA-3R SITE NUMBER WHEN CUTTING HOLES OR OPENINGS, OR INSTALLING SLEEVES, DO NOT CUT, DAMAGE OR ENCLOSURE FOR OUTDOOR LOCATIONS UNLESS INDICATED OTHERWISE. SWITCHES TO BE o DISTURB STRUCTURAL ELEMENTS OR REINFORCING STEEL, UNLESS APPROVED, IN WRITING, BY LABELED AS "SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT," WHERE REQUIRED. BOS-020 (855) THE PROJECT STRUCTURAL ENGINEER. SITE NAME m B. CONDUIT PENETRATIONS SIZE CORE DRILLED HOLES SO THAT AN ANNULAR SPACE OF NOT B. RATINGS: VOLTAGE, PHASES, AMPERAGES AND FUSING AS INDICATED. NORTH ANDOVER-SBA COLO LESS THAN 1/4" AND NOT MORE THAN 1" IS LEFT AROUND THE CONDUIT, PIPE ETC. WHEN SITE ADDRESS: OPENINGS ARE CUT IN UEU OF CORE DRILLED, PROVIDE SLEEVE IN ROUGH OPENING. SIZE C. IN THE FUSED CONFIGURATION, SWITCHES ZALL HAVE AN INTERRUPTING CAPACITY OF AT 300 CHESTNUT STREET SLEEVES TO PROVIDE AND ANNULAR SPACE OF NOT LESS THAN 1/4" AND NOT MORE THAN 1" LEAST 100,000 AMPS SYMMETRICAL AT SIX HUNDRED(600) VOLTS WHEN USED WITH CLASS NORTH ANDOVER, MA 01845 d AROUND THE CONDUIT. PIPE ETC. PATCH AROUND SLEEVE TO MATCH SURROUNDING SURFACES. RK-5 TIME DELAY CURRENT LIMITING FUSES. ESSEX COUNTY i D. GUARDS: LINE SHIELD GUARDS TO PREVENT CONTACT WITH LIVE PARTS. 5, CUTTING AND PATCHING SHEET TITLEE. CONTACTS: SILVER ALLOY, SWITCH BLADES SHALL BE DE-ENERGIZED IN THE OPEN POSITION. ELECTRICAL i A. GENERAL: PROVIDE ALL CUTTING, DRILLING, CHASING, FITTING AND PATCHING NECESSARY FOR F. LUGS: SOLDERLESS TYPE. SPECIFICATIONS a ACCOMPLISHING THE WORK, THIS INCLUDES ANY AND ALL WORK NECESSARY TO: UNCOVER WORK TO PROVIDE FOR THE INSTALLATION OF ILL TIMED WORK: REMOVE AND REPLACE G. REJECTION FUSE CUPS. PROVIDE FOR FUSIBLE SWITCHES (30-600A) TO PREVENT THE DEFECTIVE WORK AND WORK NOT CONFORMING TO THE REQUIREMENTS OF THE CONTRACT INSTALLATION OF CLASS H AND CLASS K NON-CURRENT-LIMITING FUSES. SHEET NUMBER DOCUMENTS INSTALL EQUIPMENT AND MATERIALS IN EXISTING STRUCTURES; IN ADDITION TO THAT REQUIRED DURING THE NORMAL COURSE OF CONSTRUCTION. H. ACCEPTABLE MANUFACTURERS: GENERAL ELECTRIC, SQUARE D. SIEMENS. C O 6 i C 3 0 i� PROJECT INFORMATION SITE TYPE: GUY TOWER SCOPE OF WORK: UNMANNED TELECOMMUNICATION FACILITY MODIFICATIONS SITE ADDRESS: 300 CHESTNUT STREET �` 1 NORTH ANDOVER, MA 01845 ` LATITUDE: N 42' 40' 8.14" &t i LONGITUDE: W 71' 6' 31.67" JURISDICTION: TOWN OF NORTH ANDOVER, MA Mobility CURRENT USE: COMMUNICATIONS FACILITY PROPOSED USE: COMMUNICATIONS FACILITY NAME OF APPLICANT: AT&T MOBILITY 550 COCHITUATE ROAD SITE NAME: NORTH ANDOVER MILL HILLS Ce SUITES 13 & 14 � FRAMINGHAM, MA 01701 " SITE NUMBER: MA3349 SITE TYPE: GUY TOWER e S'tti� DRAWING INDEX REV VICINITY MAP GENERAL NOTES DIRECTIONS: T-1 TITLE SHEET 1 FROM 550 COCHITUATE RD, FRAMINGHAM, MA: DEPART SR-30 WEST / COCHITUATE RD TOWARD WHITTIER ST. MAKE A U—TURN AT SHOPPERS WORLD 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF AT&T. DR. TAKE RAMP RIGHT FOR 1-90 EAST / MASS PIKE / MASSACHUSETTS TPKE TOWARD BOSTON / JCT ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. GN-1 GENERAL NOTES 1 1-95. ATEXIT 14, TAKE RAMP RIGHT FOR 1-95 NORTH / SR-128 NORTH TOWARD GLOUCESTER / DUPLICATION AND USE BY THE GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR WALTHAM. AT EXIT 378. TAKE RAMP RIGHT FOR 1-93 NORTH TOWARD CONCORD NH. AT EXIT 41, TAKE LAWFULLY AUTHORIZED REGULATORY AND DEMONSTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. RAMP RIGHT FOR SR-125 TOWARD ANDOVER / N. ANDOVER. TURN RIGHT ONTO SR-125 / BALLARDVALE A-1 PLANS AND DETAILS 1 ST. TURN RIGHT ONTO SR-114 / SALEM TPKE / TURNPIKE ST. TURN LEFT ONTO HILLSIDE RD. TURN 2. THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY RIGHT ONTO CHESTNUT ST. ARRIVE AT 300 CHESTNUT ST, NORTH ANDOVER, MA 01845 ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT A-2 ANTENNA LAYOUT AND ELEVATION 1 GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE \ G-1 GROUNDING, ONE-LINE DIAGRAM &DETAILS 1 �^� v1e�`c. 3ocl - z Jf Ridgewood u JOB SITE AND SHALL IMMEDIATELY NOTIFY THE AT&T REPRESENTATIVE IN WRITING OF f r Cemetery g DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. yt V1 9 a �5arx;ra L^ n 4 FSS @r4P� tea^ Rd IN O Rock RryQa b CALL w THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIFIC SITE AND ITS SITE CONDITIONS AND IS NOT TO BE 133 USED FOR ANOTHER SITE OR WHEN OTHER CONDITIONS PERTAIN. REUSE OF THIS DOCUMENT IS AT THE SOLE RISK OF THE USER. STRUCTURAL NOTE: BEFORE YOU DIG 1. NO STRUCTURAL EVALUATION HAS BEEN CONDUCTED BY ATLANTIS GROUP, INC. STRUCTURAL EVALUATION �Q OF THE EXISTING TOWER TO ACCOMMODATE THE NEW ANTENNAS IS NOT PART OF THIS SCOPE OF ,P '3y �P WORK. AS REQUIRED UNDER ANNEX F OF THE TIA/EIA 222F — STANDARD, SAI COMMUNICATIONS SHALL 9. ty SITE CALL TOLL FREE PROVIDE A STRUCTURAL ANALYSIS OF THE TOWER PREPARED BY A LICENSED MASSACHUSETTSo °� 111 f LOCATION STRUCTURAL ENGINEER CERTIFYING THAT, THE EXISTING TOWER AND ANY REQUIRED IMPROVEMENTS AND 800—DIC—SAFE REINFORCEMENTS HAVE SUFFICIENT CAPACITY TO SUPPORT ALL EXISTING AND PROPOSED ANTENNAS, m °k} SUPPORTS AND APPURTENANCES AND COMPLIES WITH THE CURRENT MASSACHUSETTS STATE BUILDING v CODES AND EIA/TIA CRITERIA. THE CONTRACTOR IS RESPONSIBLE TO CONFIRM THAT ANY IMPROVEMENTS i► jai S i AND REINFORCEMENTS REQUIRED BY THE STRUCTURAL ANALYSIS CERTIFICATION ARE PROPERLY INSTALLED X,r o C��� = m Pv �eaSV 0. PRIOR TO THE ADDITION OANTENNAS. AND APPURTENANCES PROPOSED ON THESE DRAWINGS �y3�a ? "�i9 '225OR OTHERWISE NOTED INTHE STRUCTURAL ANALYSI ,Pd es1e15t Q.j� UNDERGROUND SERVICE ALERT of Rd / � LJV f 115 MernmackCollege I •� m ¢b� L( ! DA SO R'a Downimr c. ry ��" VO krPb1�1 FCt AT&T MOBILITY NORTHANDOVER HILLS ER FRAMINGHAM, MA 01701 at&'� T L, 5 ❑ L, TANTIS E.34/ FINAL CD sB s SM NO GOVERNMENT SERVICES SITE NO.MA3349 G R O U P ISSUED FOR REVIEW GC SM M WAM. TITLE SHEET Mobility Mcomunic ions 1340 Centre Street, Suite 203 550 COCHITUATE ROAD 245 COMMERCIAL STREET Newton Center, MA 02459 300 CHESTNUT STREET ISSUED FOR REVIEW cc sM sMSUITES 13 & 14 22 KEEWAYDIN DRIVE PORTLAND, ME 04101 Office: enter, 5-0789NORTH ANDOVER, MA 01845 REVISIONS BY CHK AaPD SITE NUMBER oRAWNc NuuBER Rev FRAMINGHAM, MA 01701 SALEM, NH 03079 PHONE:207-591-6427 Fax: 617-213-5056 CALF: AS SHOWN DESIGNED BY: SM DRAWN BY: GC MA3349 T-1 1 GROUNDING NOTES GENERAL NOTES 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: THE EXISTING FACILITY'S GROUNDING SYSTEM 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH AND LIGHTNING PROTECTION SYSTEM (AS CONTRACTOR - SAI COMMUNICATIONS AISC SPECIFICATIONS. ALL STRUCTURAL STEEL SHALL BE ASTM A36 (Fy=36 ksi) UNLESS OTHERWISE DESIGNED AND INSTALLED) FOR STRICT SUBCONTRACTOR - GENERAL SUBCONTRACTOR (CONSTRUCTION) NOTED. PIPES SHALL BE ASTM A53 TYPE E (Fy=36 ksi). ALL STEEL EXPOSED TO WEATHER SHALL BE HOT COMPLIANCE WITH THE NEC (AS ADOPTED BY OWNER - AT&T MOBILITY DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES AND OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED THE AHJ). THE SITE-SPECIFIC (UL, LPI, OR USING A COMPATIBLE ZINC RICH PAINT. NFPA) LIGHTING PROTECTION CODE, AND 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE GENERAL COMPLIANCE WITH TELCORDIA AND WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON 16. CONSTRUCTION SHALL COMPLY WITH UMTS SPECIFICATIONS AND "GENERAL CONSTRUCTION SERVICES GIA GROUNDING STANDARDS. THE SUBCONTRACTOR THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF FOR CONSTRUCTION OF AT&T MOBILITY SITES". CONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE . FINDINGS TO PROJECT MANAGEMENT 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. FOR RESOLUTION. REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR LAWS, ORDINANCES, RULES, AND REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING PERFORMANCE OF THE WORK. PROCEEDING WITH CONSTRUCTION. TELECOMMUNICATION, RADIO, LIGHTNING ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY PROTECTION, AND AC POWER GESS) SHALL BE SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 18. THE EXITING CELL IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE BONDED TOGETHER, AT OR BELOW GRADE, BY COORDINATED WITH CONTRACTOR. TWO OR MORE COPPER BONDING CONDUCTORS. 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW IN ACCORDANCE WITH THE NEC. TRAFFIC PERIODS AFTER MIDNIGHT. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, 19. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND FALL-OF-POTENTIAL RESISTANCE TO EARTH APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO TESTING (PER IEEE 1100 AND 81) FOR PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF GROUND ELECTRODE SYSTEMS. THE 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY CONTRACTOR. EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. SUBCONTRACTOR SHALL FURNISH ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE SUPPLIED BY THE SUBCONTRACTOR. AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S 20. APPLICABLE BUILDING CODES: RESULT OF 5 OHMS OR LESS. RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE 4. METAL RACEWAY SHALL NOT BE USED AS 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF THE NEC REQUIRED EQUIPMENT GROUND SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CONTRACTOR. CONTRACT AWARD SHALL GOVERN THE DESIGN. CONDUCTOR. STRANDED COPPER MASSACHUSETTS BUILDING CODE: 780 CMR 6TH EDITION CONDUCTORS WITH GREEN INSULATION, SIZED 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS IN ACCORDANCE NTH THE NEC, CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE LIGHTING CODE: REFER TO ELECTRICAL DRAWINGS SHALL BE FURNISHED AND INSTALLED WITH EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE THE POWER CIRCUITS TO BTS EQUIPMENT. ACTUAL ROUTING WITH PROJECT MANAGEMENT. SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE CONNECTED TO THE MASTER GROUND BAR STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT THE SUBCONTRACTOR'S EXPENSE TO THE REQUIREMENTS FOR STRUCTURAL CONCRETE. WITH GREEN INSULATED SUPPLEMENTAL SATISFACTION OF THE OWNER. EQUIPMENT GROUND WIRES, #2 AWG STRANDED AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), COPPER OR LARGER FOR INDOOR BTS 2 AWG 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES STRANDED COPPER FOR OUTDOOR BTS. AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION; OWNER'S DESIGNATED LOCATION. 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, J GROUNDING CONNECTIONS BELOW GRADE. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. STRUCTURAL STANDARDS FOR STEEL 7. APPROVED ANTIOXIDANT COATINGS (I.E., 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI 301. ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES; REFER CONDUCTIVE GEL OR PASTE) SHALL BE USED TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. ON ALL COMPRESSION AND BOLTED GROUND 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL HAVE 4000 PSI CONNECTIONS. STRENGTH AT 28 DAYS. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC EXOTHERMICALLY BONDED OR BOLTED TO THE REQUIREMENT SHALL GOVERN. BRIDGE AND THE TOWER GROUND BAR. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. ABBREVIATIONS 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS AGL ABOVE GROUND LEVEL G.C. GENERAL CONTRACTOR RF RADIO FREQUENCY THE DISCONTINUITY WITH 6 AWS COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT AWG AMERICAN WIRE GAUGE MGB MASTER GROUND BUS CLAMPS. BCW ARE COPPER WIRE MIN MINIMUM TBD TO BE DETERMINED 12. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING 20 FT. OR MORE OF BTS BASE TRANSCEIVER STATION (P) PROPOSED TBR TO BE REMOVED Y2 IN. OR GREATER ELECTRICALLY CONDUCTIVE REINFORCING STEEL MUST HAVE IT BONDED (E) EXISTING N.T.S. NOT TO SCALE TBRR TO BE REMOVED TO THE GROUND RING USING AN EXOTHERMIC AND REPLACED WELD CONNECTION USING # 2 SOLID BARE EG EQUIPMENT GR • REF REFERENCE TYP TYPICAL TINNED COPPER GROUND WIRE, PER NEC 250.50 EGR EQUIPME REQUIRED 40 NORTH ANDOVER AT&T MOBILITY at } MILL HILLS FRAMINGHAM, MA 01701 at&t T I L S O N LTLANTIS ❑ GOVERNMENT SERVICES SITE NO.MA3349 t to/oe/t, FINAL CD se s su , \_J Mobility commu ><c Ions G R O U P o oa/„/„ ISSUED FOR REV EW GC SM M GENERAL NOTES 1340 Centre Street, Suite 203 300 CHESTNUT STREET A 03/07/1, ISSUED FOR REVIEW cc sM SM 550 COCHITUATE ROAD 245 COMMERCIAL STREET Newton Center, MA 02459 NO. DATE REVISIONS BY CHK APP'D SITE NUMBER DRAWING NUMBER REv SUITES 13 & 14 22 KEEWAYDIN DRIVE PORTLAND, ME 04101 Office: 617-965-0789 NORTH ANDOVER, MA 01845 FRAMINGHAM, MA 01701 SALEM, NH 03079 PHONE:207-591-6427 Fax: 617-213-5056 ALE: AS SHOWN DESIGNED BY: SM DRAWN BY: GC MA3349 GN-1 1 N E) CABLE O A�--� ENTRY PORT z (E)CHAIN LINK FENCE -- (E) SHELTER I , (E)ICE BRIDGE(TYP) a x z — — — — — (E) CABLE EXTERIOR O (E)MOBILE x V z x EQUIPMENT o TRAILERENTRY PORT m ° x �_ (P)ND D CABLNj ESK FIBER TRUN ao EXISTING GRAVEL SECTORC ACCESS DRIVE 270" x (E) ( ELEVATION E) SECTION A-A A� (P) FIBER TRUNK E) SHELTER HVAC HVAC AND DC CABLES el + (E) 152' HIGH — — — " SHELTER GUY TOWER _ _ _ 1-77 (E)GATE I- -I- -j- –i - � -L F — L– + – CABLE ENTRY PORT DETAIL x I x - I I I sEcral6 _--- IISCALE: N.T.S. (E) (6) ANTENNAS (E)CSG CABINET I- --- A-1 I I I I (E)BATTERY (TYP. 2 PER SECTOR) I tso^ x (P) RRH (TYP 2 PER SECTOR) I x CABINET AND (1) SURGE ARRESTOR I I I I I I ON UNISTRUTS ATTACHED TO THE TOWER FACE x I (E)METER BANK ON I (P) ANTENNAS -- I x BACKBOARD (E)NOKIA GSM I (E)GALAXI POWER (TYP. 1 PER SECTOR) i - CABINET -I SYSTEM 2424 (E)TRANSFORMER x I x (E)NOKIA GSM CABINET z x I o x (P)FIBER TRUNK AND ( DCCABLES ON F— (E) ( (E)CEILING SUSPENDED AT&T I CABLELADDER x ROUTED FROM (P)23"RACK TO -I — — L- RAYCAP DCX-48-60-0-RM (P)SURGE ARRESTOR " SHELTER I OR APPROVED EQUAL --f-- r x I .� x (E)ERICSSON (E) CABLE -- (E) 3206 UMTS 4' ENTRY PORT A,1 RBS 6601 MU OR EQUIPMENT I I I I APPROVED EQUALo o Q� x ON FRAME a x I I I I I I -(E)TELCO BOARD O I Ir -I x x �(P)23"RACK-- —1 F— --i (E)TABLE A-� I _I I I i o I I x I I I I (E)RACK x (E)SUSPENDED CABLE - < m LADDER(TYP) I- XX X X X X X X X X X X� + -F — F— T � � (P)GPS ANTENNAATTACHEDTTACHED� —I— —� (P)23"RACK TO(E)ICE BRIDGE A-, SUPPORT POST A-2 .-- (E)GPS ANTENNA { I / / rE) AIN DISTRIBUTION - - - -(P)FIBER TRUNK AND DC CABLES IN 3"FLEX CONDUIT ON(E)ICE BRIDGE ROUTED FROM DISCONNECT (P)23"RACK TO(P)SURGE ARRESTOR i �sS � 230ti COMPOUND PLAN , EQUIPMENT SHELTER PLAN NOTE* ORTH PRODUCTS 23" SCALE: 1•=10'-0"(11x17) A_1 SCALE: 1/4•=1'-0-(11x17) A RACK OR APPROVED EQUAL 5 0 5 10 15 16 0 16 32 48 � 'ED A 23" RACK DETAIL f� SCALE: N.T.S.-117 A-1 NORTH ANDOVER �V AT&T MOBILITY �t TIL 5 N TLANTIS MILL HILLS FRAMINGHAM, MA 01701 _ at &t SERVICES SITE NO.MA3349 1 10/06/11 FINAL CD SB s sM J Mobility om u�ic ions G R O U P o 04/„/„ ISSUED FOR REV EW GG SM >A{Aa$. PLANS AND DETAILS 1340 Centre Street, Suite 203 A 03/07/11 ISSUED FOR REVIEW GC SM SM 550 COCHITUATE ROAD 245 COMMERCIAL STREET Newton Center, MA 02459 300 CHESTNUT STREET SUITES 13 & 14 22 KEEWAYDIN DRIVE PORTLAND, ME 04101 Office: 617-965-0789 NORTH ANDOVER, MA 01845 N0. DATE REVISIONS Br CHK APP-0 STE NuueFx ORnx1Nc NuueoT REV FRAMINGHAM, MA 01701 SALEM, NH 03079 PHONE:207-591-6427 Fox: 617-213-5056 GALE: AS SHOWN DESIGNED BY: SM DRAWN BY: GC MA3349 A-1 1 TOP OF(E)WHIP ANTENNAS (E) (6) ANTENNAS (E) (6) ANTENNAS t 162' AGL (E) 2 PER SECTOR)\ -( ) TOP OF TOWER (TYP. 2 PER SECTOR) /.rc- 152-± 30' (A L) // N SECTOR A x A EOCTOR A l 30 E SECTOR C SECTOR C i oo 270' 270' (P) RRH (TYP 2 PER SECTOR) ON OF EXISTI ANTENNAS ON UNISTRUTS ATTACHED TO THE TOWER FACE 135'2(AGL) SECTOR C -�o �-(E) GUY TOWER ° �T0 ° 0 o° (E) GUY TOWER (P) ANTENNAS CENTER OF(E)(6)ANTENNAS (TYP. 1 PER SECTOR) &(P)(3) ANTENNAS 120'F-(-A—GL)- CENTER 20'±(AGL)CENTER OF(P)SURGE ARREST 117'2(AGL) - SECTOR\ (P) (1) SURGE ARRESTOR SECTOR\8 150' ATTACHED TO TOWER LEG \ 150' CENTER OF EXISTING ANTENNAS SECTOR B\\1` 150' 100'2(AGL) EXISTING ANTENNA PLAN PROPOSED ANTENNA PLANT SCALE: N.T.S. ADZ SCALE: N.T.S. A-Z CENTER OF EXISTING ANTENNAS 85'2(AGL) (P) ANTENNA (TYP) ANTENNA SUPPORT PIPE (SEE NOTE 1) e (P) ANTENNA, (E) ANTENNA-- MODEL III (TYP) NOTES: (SEE NOTE 1) 1. REFER TO RF CONFIGURATION & SECTOR SCHEMATICS FOR QUANTITY REQUIRED PER SECTOR. 2. EXISTING CONDITIONS OR FINAL _ APPROVED RFDS ANTENNA i\G 6-dol-c- ��1� SELECTION MAY REQUIRE A NEW stiffed v\ -3 11 PIPE MOUNT 8 n �c�c�L>�� (P) SURGE ARRESTOR a�'ar��� � ��e� (P) RET CABLE ��\\ (P) RRH TYP. ----------- (SEE NOTE 1) (E) GUY TOWER -(E) 152' HIGH - --(P) JUMPER CABLES GUY TOWER (SEE NOTE 1 (P)FIB ERCABLES - RRH & SURGE ARRESTOR MOUNT DETAIL�4� ANTENNA MOUNT DETAIL s ATTACCABLES FROM (E)SHELEVEL TO SCALE: N.T.S. A'Y SCALE: N.T.S.SURGE �(P)GPS ANTENNA ATTACHEDTO A•2 (E)ICE BRIDGE SUPPORT POST (P) SUREGE ARRESTOR (DC6-48-60-18-8F ANTENNA iKWRH FIBER PASS THROUGH) /- / (E)SHELTER / �ti / 0• (P) UNISTRUT MOUNTING MAST NOTE-1: (6) REQUIRED, ATTACHED TO 1 1/4"0 SCH. 40 (2) PER SECTOR %-x4"x19'_ - - I ERICSSON RRUS-11 PLATE OR APPROVED EQUAL r A REFER TO FINAL ib - (P) U-BOLT APPROVED RFDS 01 1'-0" `a 0'-0"AGL -}- /i/� i/iJ / i/ i/i/ / / a/ 1 J U of a) EAST ELEVATION , ��/ g/,�+ GROUNDIK� SCALE: 1• 20'-0•(11x17) A.2 FRONT SIDE (P) REMOTE RADIO HEAD ERICSL If 10 0 10 20 30 RRUSSON SEEENOTE-t ��t DA c GPS MOUNTING DETAIL e SURGE ARRESTOR DETAIL s RRH DETAIL , Rfoa SCALE: N.T.S. A'Z SCALE: N.T.S. A.Z SCALE: N.T.S. NORTH ANDOVER AT&T MOBILITY ���� ® TIL 5 ❑ N L. TLANTIES MILL HILLS FRAMINGHAM, MA 01701 F - GOVERNMENT SERVICES SITE NO.MA3349 t to/Ds/t t FINAL CD sB s SM d , Mobility m u >< i n G R O U P o 04/11/11 ISSUED FOR REVIEW GG SM M +�tA�S. ELEVATION 1340 Centre Street, Suite 203 A 03/07/11 ISSUED FOR REVIEW GC SM sM 550 COCHITUATE ROAD 245 COMMERCIAL STREET Newton Center, MA 02459 300 CHESTNUT STREET REVISIONS BY CHK sTE NuueEx SUITES 13 & 14 22 KEEWAYDIN DRIVE PORTLAND, ME 04101 Office: 617-965-0789 NORTH ANDOVER, MA 01845 DATE APP'D N0. DRAW NG NUMBER Re FRAMINGHAM, MA 01701 1 SALEM, NH 03079 PHONE:207-591—6427 Fax: 617-213-5056 CALE: AS SHOWN DESIGNED BY: SM DRAWN BY: GC MA3349 A-2 1 i EACH GROUND CONDUCTOR TERMINATION ON ANY GROUND BAR STAINLESS STEEL SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END HARDWARE--- - THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION. TWO HOLE COPPER COMPRESSION TERMINAL SECTION "P" - SURGE PRODUCERS (P)ANTENNA-1 (P)ANTENNA-2 (P)ANTENNA-3 CABLE ENTRY PORTS (HATCH PLATES) (12) GROUND CABLE--_ GENERATOR FRAMEWORK 9IF AVAILABLE) (#2) TELCO GROUND BAR COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (#2) -GROUND 13AR +24V POWER SUPPLY RETURN BAR (#2) -48V POWER SUPPLY RETURN BAR (#2) A A RECTIFIER FRAMES. ELEVATION - -- -- SECTION "A" - SURGE ABSORBERS P) 1/2"0 COAX STAR WASHER (TYP.)- -FLAT WASHER (TYP.) INTERIOR GROUND RING (#2) RET I RET+ REF CABLE RET+ RET+ RET CABLEREF+ RET JUMPERS (25'-0" 3/8"x1 1/4' HEX BOLT EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (#2) MAX LENGTH),TYP. METALLIC COLD WATER PIPE (IF AVAILABLE) (#2) NUT(TYP.) BUILDING STEEL (IF AVAILABLE) (#2) �- NEW LTE 700 NEW LTE AWS NEW LTE 700 NEW LTE AWS NEW LTE 700 NEW LTE AWS NO. REO. PART No. DESCRIPTION REMOTE RAD10 REMOTE I REMOTE RADIO REMOTE REMOTE RADIO REMOTE =GROUND BAR HEAD RADIO HEAD HEAD RADIO HEAD HEAD RADIO HEAD EXPOSED BARE COPPER TO BE O1 1 HLGB-0420-IS SOLID GND. BAR (20"x4"x1/4'j KEPT TO AS50LUTE MINIMUM, NO GROUND CABLE INSULATION ALLOWED WITHIN THE O2 2 WALL MTG. BRKT. COMPRESSION TERMINAL (TYPICAL) O 2 INSULATORS P) DC POWER SECTION"A-A" (P) SURGE ARRESTO CONNECTIONS NOTE: ® 4 5/8"-11'x1" H.H.C.S. (DC6-48-60-18-BF P)WEATHER (15•-0-MAX. 2 WITH FIBER PASS HEAD AT LENGTH), TYP. 1. 'DOUBLING UP" OR "STACKING" OF CONNECTION IS NOT PERMITTED. 5/8" LOCKWASHER O 4 THROUGH) END OF 3' 3 FLEX TUBE 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. 110 SURGE TO SURGE 3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EGB, AND MGB. ARAE OR ARRESTOR 4. ALL GROUND LUGS MUST BE HEAT SHRUNK AT VAREAuG COONECTION 1 o Q p O 4 PORTS PORTS (P) SURGE ARRESTOR U (P) FIBER PORTS NOT BE PLACED TYPICAL GROUND BAR E M e I o 0 0 0 o a o O� CONNECTIONS, TYP. (P) 3" FLET( TUBE A MAXIMUM DISTANCE OF 1 U Y 0 p 0 SABLE ENTRY 15' FROM ANYONE MECHANICAL CONNECTION DETAIL �� �� o e n u o mm* BOOT P REMOTE RADIO HEAD (P) (2) DC POWER CABLES EXTERIOR SCALE.N.T.S REFER TO THE FINAL RF DATA SHEET FOR FINAL ANTENNA SETTING COAX/ELECTRICAIL (P) FLOOR ENTRY TUBE & MouNTED 23" GROUND BAR PLATE (TYP) ENTRY PORT EQUIPMENT RACK SCALE:N.T.S G-1 (P) RACK MOUNTED (P) 12 PAIR FIBER SURGE PROTECTION GROUND LUG TO ANTENNA (P) RACK MOUNTED (DCB-48-60-RM) #2 AWG CU STRANDED STANDARD GROUND KIT (TYP) WIRE WITH GREEN, 600V FRICSSON 601 THWN INSULATION FROM -TO TRANSMIT ANTENNA ANTENNA ONE LINE PLUMBING DIAGRAM �� TOANTENNA OFF TOWER NSEE NOTE 1. 1. SCALE: N.T.S. G•1 T TX�X #6 AWG 2-HOLE LUG --#6 AWG STRANDED CU WIRE FURNISHED WEATHERPROOFING COAX CABLE (TYP FOR ALL) W/KIT. MARK WITH JUMPER REQUIRED ONLY KIT (TYP). GREEN TAPE (TYP) WHEN 1-1/4"0 AND STANDARD GROUND KR (TYP) - TO RRH GND SURGE ARRESFOR LARGER -� KR GND KIT STANDARD ANDREW WIRE GROUND KIT (TYP.) TO BTS EQUIPMENT VV+ OAX PO ANDREW CONNECTOR- TRAY OR ICE BRIDGE GND BAR GND BAR GND KR COAX p KR 1THYEPRjR00FlNC GND KR ANTENNA CABLE TO #6 AWG 2-HOLE LUG CABLE TRAY (TYP.) EQUIPMENT RACK GND IT ANTENNA GROUND BPR (CIGBE) BOTTOM OF TOWER SEE NOTE 1. RBS 6601 PPER GROUND 000 CND KR COAX GROUND KR #2 AWG SOLID TINNED AR AT ANTENNA FROM ANTENNA EVEL GROUND B TlR SURGE FRAME SUPPORT BARE CU WIRE OR PROTECTION MOUNTED ONEAR/UND BELOW WITHH GREENANDED U600V BONDING SYSTEM GND KRPER EXTERIOR � � THWN INSULATION (TYP) - GRADE GRA13E #2 AWG BCW �--#2 AWG BCW BONDED 01 TO GROUND WIRE GRADE �/ / GROUNDING NOTES CIGB/MGB (ALL GROUNDING SHALL BE DONE IN ACCORDANCE WITH NOTE: THE AT&T MOBILf1Y 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND GROUND RING - _ EXISTING GROUND WIRE GROUNDING GUIDE AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE ��` EXOTHERMIC (CADWELD) OR 1. NUMBER OF GROUND BAR MAY VARY DEPENDING ON THE TYPE OF TOWER, o MECHANICAL ANTENNA LOCATION AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. CONNECTION OF GROUND WIRES GROUND BAR IS NOT REQUIRED FOR SITES WITH ONE COAX CABLE. ONE LINE GROUNDING DIAGRAM �4� TO GROUNDING BAR(CIGBE) 6 ��R NDING DETAIL s SCALL: N.T.S. G_� SCALEN.T.S G-1 ��� F(} G-1 NORTH ANDOVER AT&T MOBILITY at � TIL 5 0 N MANTIS MILL HILLS FRAMINGHAM, MA 01701 -'- ❑ 1 10/06/11 FINAL CD SB 5 SM 1 GOVERNMENT SERVICES SITE NO.MA3349 # GROUNDING,ONE-LINE DIAGRAM&DETAILS -- Mobility "mu 'd �0 s GROUP 0 04/11/11 ISSUED FOR REVIEW GC SM M 1340 Centre Street, Suite 203 A 03/07/11 ISSUED FOR REVIEW GC SM SM 550 COCHITUATE ROAD 245 COMMERCIAL STREET Newton Center, MA 02459 300 CHESTNUT STREET SUITES 13 & 14 22 KEEWAYDIN DRIVE PORTLAND, ME 04101 Office: 617-965-0789 NORTH ANDOVER, MA 01845 No. DATE BENISONS er CHKAPPD $TE NUMBER DRAWG-1 NUMBER REv FRAMINGHAM, MA 01701 SALEM, NH 03079 PHONE:207-591-6427 Fax: 617-213-5056 ALE: AS SHOWN DESIGNED BY: SM DRAWN BY: GC MA3349 G 1 N©RTjq ovw�mn of No. ° - TIN ; .. '` o dower! Muss., cac�LA"t ATED PQ����� S U BOARD OF HEALTH IF bM/Hitchen Septic System PERMIT T D . —7 BUILDING THIS CERTIFIES THAT,.........f(............... ...�'o,, .�`r. �Es�...,....—� iNS LGTC)R Foundation ............................................................. has permission to erect........................................ buildings on .,i .,.,. �''/. .x, .- R� ugE, to b8 occupied Zls..,........,'`T�r/.. .. �.!!!1 .^?!!�/;..5..L ..,+.S. C1S/ CCh'nmnry provided 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 Inspection, Alteration and Construction of loaf Yc//-'z Buildings in the Town of North Andover. Xrs c,w4 PLUMBING tNSPECTOR VIOLATION of the Zoning or Building Regulations Voids thismit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTIONS T ELECTRICAL INSPECTCJR ................ Rough ~...............^..`.......... Service BUILDING INSPECTOR Foal Occ-upancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough No Lathing or Dry Mali To Be Done Final Until Inspected and Approved by the Building inspector. FIRE DEPARTMENT Rururr Street No. SEE REVERSE SIDE a '"o Zoning Bylaw Denial Town Of North Andover Building Department 400 Osgood St North Andover,MA.01845 Phone 878438-8545 Fax 9784=4642 Street: Ma of C 3 Applicant: C i., () La, GtJ/I2 r•L e S S S E A Request: C a o Cd ra.� c C- P Uu 0cv v A- Array cot x6 O C VP� Date: a Please be advised that after review of your Application and Plans that your Application is DENIED for the following Zoning Bylaw reasons: Zoning R-0 Item Notes Item Notes A Lot Area F Frontage 1 Lot area Insufficient 1 Frontage Insufficient 2 Lot Area Preexisting e S 2 Frontage Complies 3 Lot Area Complies 3 Preexistingfront a K 5 4 Insufficient Information 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 e S 3 Preexisting CBA k-- S 5 Insufficient Information 4 Insufficient Information C Setback I H Building Height I1 All setbacks coin M 1 He' Exceeds Maximum 2 Front Insufficient 2 Com ies 3 Left Side Insufficient 3 PreexistingHeight t S 4 Right Side Insufficient 4 Insufficient Information 5 Rear Insufficient i Building Coverage 6 Preexistingsetbacks S 1 Coverage exceeds maximum 7 Insufficient Information 2 Coverage Complies p Watershed 3 Coverage Preexisting ( f S r51 Not in Watershed e S 4 Insufficient Information 2 In Watershed J Sign N A 3 Lot 'or to 10/24/94 1 Sign not allowed 4 Zone to be Determined 2 Sign Complies Insufficient Infornation 3 1 Insufficient Information E Historic District K Parking A- I In District review required 1 More Parking Required 2 Not in district Lf le S 2 ParkingCoImplies 3 Insufficient Information 3 Insufficient Information 4 Pre-existing Parking R6M8dy for the above is checked below. Item* I Special Permits Planning Board Item 0 Variance 13- Site Plan Review Special Permit Setback Variance Access other than Frontage Special Permit Parldng Variance Frontaga Exception Lot S I Permit Lot Area Variance Common Drivevvey Special Permit Height Variance Congregate Housin S ial Permit Variance for Sign Continuing Care Retirement Special Permit Special Parmits Zoning Board Independent Elderly Housing Special Permit Special Permit Non-Conforming Use ZBA Large Estate Condo Special Permit Earth Removal Special Permit ZBA Planned Development District Special Permit Special Permit Use not Listed but Similar Planned Residential Special Permit Special Permit for Sign R-6 Density Special Permit Special Permit preexisting nonconformin Watershed Special Permit The above review and attached eXpkrration of such b bored on the plans and 1111011.ON subrrritted. No definilive review and or advice shat be bawd on verbal 11orr by the aI I" 'nor dM such verbal eroplarrlions by the applicant serve to provide definitive arwvwa b the above reasons for DENIAL. Any inaccuracies,mismadiing irrfar.,oft,or odw subsequerd changes to the ff*mrtbn- Wditd by the applicant slall be gro rids for this review to be voided at the disc recon of the Bulldkrg Deparfrnent.The Wm*od doarrwft titled*Plan Review Nrrat W-Fall be atlachad trot-and bcwpor0I0d herein by r-fereme. The bull ft deparhrrnt wa ratan d plan and docurrrerrbtion for the above fib.You must file a riew bulldft permit applicatlm form and boo tlr pamwrg proms• 4 6L Lvlz7 -Budding Department Official Signature Appli ion eceived Application4enied C1n2=Ir�)Sb-935 Denial Sent:�/ D i _ If Faxed Phone Number/Date: I`-I 0 t �y� J Plan Review Narrative The following narrative is provided to further explain the reasons for denial for the application/ permit for the property indicated on the reverse side: ftm 11MM11 tpot iE�nttM ftft NNW � y/ ll � / �P�'T/ b,, a �/v / LG'!"E L F S S ,S Y /'v(C 'Q., � C J /L Lam/" ��6e r / lAC i/ <1 J ��t c1 ��rr tyr Y'�1 c Pnilr ��nin�i,vz /�7.7 cam,R ,C) puv d LL ✓' 1A V /...P c �. r✓ a o� �r `�1�s y�� ��J Referred To: Fire Health Police Zoning Board Conservation rtment of Public Works Planning __ Historical Commission Other BUILDING DEPT HpRT1 Zoning Bylaw Denial Town Of North Andover Building Department 400 Osgood St. North Andover, MA. 01845 Phone 978-688-9545 Fax 978-688-9542 Street 3 oco C h Q,%4,v Ma /Lot: Cp c 3 Applicant: C i s u L a &0 i n�r L e Request: C c, - o ca-4,d, OC- I) U4�v N A- A r rra 00 E 1kr; I `fid pr Date: o a tit Please be advised that after review of your Application and Plans that your Application is DENIED for the following Zoning Bylaw reasons: Zoning R-3 Item Notes Item Notes A Lot Area F Frontage 1 Lot area Insufficient 1 Frontage Insufficient 2 Lot Area Pree)dsting Lf t 5 2 Frontage Complies 3 1 Lot Area Complies 3 Preexisting frontage 4 Insufficient Information 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 e S 3 Preexisting CBA k 5 5 Insufficient Information 4 Insufficient Inforrriation C Setback H Building Height 1 All setbacks comply 1 Hei ht Exceeds Maximum 2 Front Insufficient 2 Complies 3 Left Side Insufficient 3 Preexisting Height `� S 4 Ri ht Side Insufficient 4 Insufficient Information 5 Rear Insufficient I Building Coverage 6 Preexisting setback(s) L1 e 3 1 Coverage exceeds maximum 7 Insufficient Information 2 Coverage Complies D Watershed 3 Coverage Preexisting e S 1 Not in Watershed Ll e 5 4 Insufficient Information 2 In Watershed j Sign N /� 3 Lot prior to 10/24/94 1 Sign not allowed 4 Zone to be Determined 2 Sign Complies 5 Insufficient Information 3 Insufficient Information E Historic District K Parking N 1 In District review required 1 1 More Parking Required 2 Not in district Lf le 5 2 Parking Complies 3 Insufficient Information 3 Insufficient Infomtation 4 Pre-existing Parkin Remedy for the above is checked below. Item # Special Permits Planning Board Item # Variance 13-Lt Site Plan Review Special Permit Setback Variance Access other than Frontage Special 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 Special Permits Zoning Board independent Elderly Housing Special Permit Special Permit Non-Conforming Use ZBA Large Estate Condo Special Permit Earth Removal Special Permit ZBA Planned Development District Special Permit Special Permit Use not Listed but Similar Planned Residential Special Permit Special Permit for Sign R-6 Density Special Permit Special Permit preexisting nonconforming Watershed Special Permit The above review and attached explanation of such is based on the plans and information submitted. No definitive review and or advice shall be basad on verbal explanations by the applicant nor shall such verbal explerabons by the applicant serve to Provide definitive answers to the above reasons for DENIAL. 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 aHached document tilled*Plan Review Narrative'shall be attached herdo and incorporated herein by reference. The bundi v department will retain an plans and documentation for the above fife.You must file a new building Permit application form and begin the permilfing process. 11 C ,Buir ding Department Official Signature ApplicationReceived Appli ion enied Denial Sent: /,,7 ���� If Faxed Phone Number/Date: Pian Review Narrative The following narrative is provided to further explain the reasons for denial for the application/ permit for the property indicated on the reverse side: ReftrellNrm �faelk i�eAiit . i�C/�l // 13 / .SPC4 .cJ B; lC�i ��LpSS ��nv/c lyd c5 �1 1A C -f 0:V rive o v � r S T 6) �0 �` a�ti�� s , �edo 11f r� tyA (VOttir c 1.4 nA(� Referred To: Fire Health Police - Zoning Board Conservation Department of Public Works 'Planning Historical Commission Other BUILDING DEPT .� `�ec 14 04 09: 49a NORTH ANDOVER 9786889542 p. 1 Zoning Bylaw Denial Town Of North Andover Building Department .S, 400 6"OW St.North Andover, MA 01ti48 +:••...ver, ' � Phone 97111411141411415 Fax 1f7i•8113-Yti42 Sheet ,, C h o a 4 N , 4- Mi OL C 3 -Applicant Cr.v rJ 5 3.a > Request G O d ,O.v ,r- Date: Date: w-Lq O Please be advised that afbr ravisw Of your APPlication and Plans that your Application is DENED for the rollowing Zoning Bylaw reasons: Zonin -3 Item Notes Itaon Nees A Lot Area F Frontage 1 Lot area Insuffk:ient I 1 I Frontaiia ktstiffldent 2 Lot Area Preexist* e S 2 1 Frontage Complies J Lot Area Com Ies' 3 Preexisft fmrdaM r'• y 4 Insufficient Information 4 Insufficient Information e U" S No access over Frontage t Allowed Contiguous Building Area 2 Not Allowed 1 Insufl'icient Area J Use Preexists ng 2 Com Nes 4 S aI Perera R uknd 5 3 I Preexists C8A S b Insuffident Intorrfation ! 4 Insufficient Information C Setback tl Bullding Height 1 All setbedcs cam I 1 I He' M Exceeds Maximum 2 Frmnt insuMclent 2 1 Complies 3 Leh Side insufflcient 3 Preexls0 lie M Z(-e S 4 R M Side Insuffidem 4 1tnsufndont Ir>fannet(on 6 Rear Ir>sultiaant i Building Cavragf 6 Preexist! Sethack Lf e 11 1 Coverlae exoeed5 maxim- 7 i Insufficient Information 2 1 CCVeMW Compiles 1 ' NO in Wet 3 Coverage Preexisting 5 1 Not in Watershed e j ♦ Insufficert information2 In VNatershed Sign ��.. J Lot rto 10/24x94 .1 Un not allowed 4 Zone to be Determined 2 -Sign Com pus 6 insufftaert Information 3 Insufficient Information #11n istoric District i K Psrlung V i 1�isfticf review uired 1 More Patio R wired ot In district c S 2 ParkCom les I 3 Insufflcierd infornatior 3 Insufficient Itrfomtation 4 Pre-exisH Pend Re for the above is checked below. item s 3 satPermits PlanningBoard Item a Variance g' Site Pian Review S I Penmtt Setback Yssianca Acsas afteer chert Frmrfa a 'ei Pern3 Park) Variance Ran Excapbon Let speciai Permit Lot Area Variance Common 0' 3 ' Permit Hlewht Variance C its Housi S Permit Verfance for Si gn Confining Can Rebremant Spedal perm sal PON 12 Zoning Board lndeoendefft lsld Mous! S Boal Pemnit SOWW Permit Non-Conforming Use ZSA La a Eabte Condo SpecialPeryrtK Earth Remove)Removal Saectel Permit ZBA �TMd 0 01stfct I Permit Permit Use not Liztad but Similar Planned Residential I permit 5 I Permit for Sign R-0Mrsity jlmctW Parmil S Pertmit rearistmg nonccnformin W6carshed eei.l Permit The above mow sed atf♦ched 60,,,bM of etwtn d teed an bee pbem and lrrwnleam wife"d No defirfta review wW w aortae shell Ce baud mverbel egxlerulia byft app-- nw etrl auah vmbd aw1'e Wien by Mee-ppiicae voroe in provide defkt6' amerce Is ftr a mwn mmee for DENIAL Any toemueryee nleleedrq inlortnrtlon,or der eereeegrwwM nwtpesto th IMarfnetlon xbetYd M M*W steel be"rda rw thl■Wavto be voided lithe deeredor►d bee �1110114b10 k The eflsef W docfirrxet tltled'PYn ttevler Nernefr."ei+el be stddwl Ifeeelo reed leoorporrud leeraM pen Pooe�urd dourmanhrflon fw bee sbae M You meet fie a rww buldirwg 9uftding oePertrn.t 0 cw 5gratun U C APP n'Raxived APPt ied Denial Sent f I''%ver axed Phonr— ---— - ' l.a n7 .NumbfrlDeh: .,rs�'��:'.�..�a_...-5.-'t' r 3'-.�."�'.•`.Tc�4�Y.1 s'.tC:�.�r-.--.-.c:..�''. a. ..�.+a ,w `''"_.._-� ;.-o-�-,�`.+,M,,i��T. YL.:,: _._.... ... ... ....... . W-c...-.y:1, 4 04 -09: 49a NORTH ANDOVER 9786889542 p. 2 Plan Review NatrraNve The(01IM9 neirattve Is provided to fuller etQWn the reasons for denial for the appikswrtl Permit for the prop rty Wil:eted on the reverse side: Naa1 Ift-IDU Dum. flelitlltMlO� 13 � f r i.L• T'r(GL, T �i(� �J�17/i�i'�• Y f V l)�1' :L .d !/.(L:�c( filo' S )r C/a .,•,: T S1 � � �t�/d .v' S• r,ev,�a % yJtr•ire..r� (.y .SF,c._ - it I I . I I I I ReMrned To: Flt. We Police Zon• g---, ConsarvaUcn ant Of PuWk wartnt Plsrgt HMorkyl Commission CKhar sun,Daro DEFT t Location s + No. 1 Date G MORTq TOWN OF NORTH ANDOVER F 9 * ; , Certificate of Occupancy $ SA�MUS t� Building/Frame Permit Fee $ { Foundation Permit Fee $ Other Permit Fee $ • TOTAL $ f Check # Building Inspector Special Permit Recorded a.s Instrument # 25140 of 9/12/00 TOWN OF NORTH ANDOVER BUILDING DEPARTMENT "0 APPLICATION TO CONSTRUCT REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING ITI OTHER THAN A ONE OR TWO FAMILY DWELLING This Section for Official Use Onl , � :' BUILDING PERMIT NUMBER: DATE ISSUED: -4U k - I S A4 Zc�a Z SIGNATURE: Building Commissloneo or of Buildings Date (� 1.1 Propcdy Address: 1.2 Assessors Map and Parcel Number. �►-� 300 Chestnut Street 98C Lot 2 N. Andover, MA 01845 Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: v R3 B-1 x. 233 A +/- > Zoning District Proposed Use Lot Area Frontage ft m 1.6 BUILDING SETBACKS(ft) Front Yard Side Yard Rear Yard Required Provide Required Provided Requilmd Provided 30 ' 20 ' 30 ' 1.7 Water Supply M.G.L.C.40. ) 1.3. Flood Zane Information: 1.8 Sewerage Disposal System: C� ,Public ❑ Private ❑ /A Zone X Outside FloodZoue ❑ Municipal N/A On Site Disposal System ❑low 211 v! 2.1 Owperof Record SBA Towers . , 1Town Center Rd. , Boca Raton, Fla. , 33486 easing to: Sprint Spectrum, L.P. 1 International Blvd. , Mahwah, NJ 07495 0 Nam nt Address for Service Il k" .1—A AA 97 1-508-954-0257 = M Signature Chr i s o n e E. Morrissey, e n t Telephone 2.2 Authorized Agent Wellman Associates, Inc. 10 State Street, Newburyport, MA . I Z NamePrn Address for Service: 1-508-954-0257 O /o, z Signature RSS1ite E. MorrissftpkoneOC m 3.t,.:3t " 3.1 Licensed Construction Supervisor Not Applicable ❑ RR 1 , Box 189, Hollis, Maine 04042 CS 071634 Address License Number O Richard D. Aiken TI •Licensed Construction Supervi - June 7, 2001 1-2 0 7-6 4 2-5 6 7 8 Expiration Date _ Signature Telephone r 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name„ Registration Number M r Address r Expiration Date /Z Signature Telephone Y I 73 I, Christine E. Morrissey 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 CHRISTINE. E. MORRISSEY. Print NMN ( aAz Signatureof Owner/Agent Date September 15, 2000 Item Estimated Cost(Dollars)to be { m �,, O1�h� Completed by permit applicant 1. Building (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of Construction from(6) 3 Plumbing Building Permit fee (.)x(b) 4 Mechanical(HVAC) • o �-- 5 Fire Protection vo $e 6 Total (1+2+3+4+5) $100,000.00 Check Number �`U NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS 1 2 o 3 RD SPAN DEMENSIONS OF SILLS DEMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X , MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE SECTION 4 .WORKERS 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.......X No.......❑ SECTION 57 PROFESSIONAL DESIGN ANO CONSTRUCTION SERVICES FOR BUILIIINGS AM STRUCTURES SUBJECT-TO ` CONSTRUCTION CONTROL PUROANT p 7SQ.9 )! (COI STA-N C�MODE TI At D 351lt U GT,'Of ENCLOSED SPACE) 5.1 Registered Architect: rVE9 Am Name: Q No.4161 t �lD 22 I c� Boston Address c3 Mass. I'l-7 Fq�pN OF Signature Telephone .5..2 R.e�lts�esec�Prof�.;•i-fl7a�E Tea�s�^ f 7T 7/De7s; Area of ResponsibifityJ Name: 515 =} �.S 0 C J _7:7„r C� Z 7 �,),S7 0 ad/ Registration Number .Address: 612,/;do� �/ .35 —`717/r�r Expiration Date Si afore 'Total t Not applicable ❑ Name: Address Registration Number , Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date a Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Atlantic Telcom Services, Inc. Not Applicable ❑ Company Name: Richard Aiken 202-649-5678 Responsible in Charge of Construction New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition Accessory Bldg. ❑ Demolition ❑ Other X Specify Wireless services to existing St.Luct Lr e. Brief Description of Proposed Work: Attachment of cellular panel antennas on a existing 150 ' tower at 130 ' on the tower. Included in this installation is the antenna related equipment athe base of the tower in a secure compound, as per the plans submitted herewith. USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ lA ❑ A4 ❑ A-5 ❑ IB ❑ B Business ❑ 2A ❑ C Educational ❑ 2B ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ IInstitutional 0 1-1 ❑ 1-2 ❑ I-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify:. COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND OR CHANGE IN USE r Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34: Proposed Hazard Index 780 CMR 34: BUILDING AREA EXISTING if applicable) PROPOSED Number of Floors or Stories Include Basement levels Floor Area per Floor s Total Area s TotalHei t ft Tower is 150 ' • Sprint is mountina at the 130 ' location. 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 Christine E. Morrissey I, .a� of the subject property Hereby authorize Richard D. Aiken to act on My behalf, in all matters relative two work authorized by this building permit application Q15-DA Signature of Owner Date 9 + I 9lz, tOP�y/��0��� ��'i!/GCr,YJpCf2ll,JB1 *�> DEPARTMENT OF PUBLIC SAFETY 4 + CONSTRUCTION SUPERVISOR LICENSE I Number Expires: Birthdate: CS 011639. 0616712001 86/8711966 Restricted To 88 - ���� ICNARD' 0` AIXEN � RR 1 BOX 1894 RT 5 7 HOLLIS, ME 84042 ti f ti + j J8; 27/1939 0E:05 69:37757159 JEFFERY RUTH FAC-E 07 The Commonwealth of Massachusetts Department of h7dus&W Accidents Office of/nvestPgations Boston, Mass. 62111 Workers'Compensation Insurance Affidavit Please Print Name: Location; City Phone aryl a hcmeowner perfonrling all work myself. _ f7 I am a sole proprietor and have no one worsting in any capacity ® I am an employer provfdfng workeW t:ompensation for my empbyees woricing on this job. Company name: ,9�✓J'/G 7" ,C Gd.�-I �S Ay�en 6'-s' C Andress �D ,C�LAk'� �oA.� City; �S'� NI��S C�?�` �d 8 Phone#• ;2o'7- c-,'�� )n�iJraruia Co. 1- ewc�2�,R is PC- cy# / QnmonV rmrne: Address Phone# Insurance Ca. PGrJCV# Failure to secure coverage as required uAderSection 25A of MGL 162 can lead to cia lmpos46 ;d criminal penaftl%>f a Fine up to$1,540.00 arralor one years'imprisonment as well as Civil penalties in tyle farm of a STOP WORK ORDER and a fine of($ion.04)8 day against me. I understand that a copy of this statement may be forwarded to the Ofttce of tnveS19300M d the DIA for co wragq V0rification_ do herby nder the pains nd penekies of pequiyy that the I0kumat1o6,Wvld9d above s bur and c»rac; Signature'' Date Pr'nf name l 1e,�I.ws �. 4.) rt.,sL Vt �. ti.,{^Phorke ` ` ' Officiat use only do not,,vrite in this area to be completed by city or town d-icw G $ullding Dept QGSeck>f tmmad'a a tasponsa is ragerred Building Dept ❑ Licensing Board conlsc.porsor.•_ Phone Q Siec�rrarl's C rc ❑ Health nApart rent ❑ Other N4M iYORKMAN'S COA4ACNSA77C1N 08/27/1939 0E:05 6031757159 JE:FFERY J ROTH PAGE 175 w U d/U.3 A CORE �1w.,..s.a`''' M.':i:'.Gt�:lt .µ ,.. ...sgp7t;tt•..«w.•.v..C..ti�a....=:.�+a:�x,.:.•1': r«_�i7 �""�{-'^.v;�,�^`:«: OSrOe/20�C PaOQ'm'R (107)54 T-3 H ll PA7C M1 M ONLY AND CONFERS NO RIGHTS UPON TKE CERTIFICATE halm@rs Insurance Agency, Inc }gOLDEP.THIS CMIPICATFPOESNOT AMEND,"NO OR 30 Main Street ALTER THE 00WRAGE AFFORDED BY THE PMICJES AE1.OW. P.O. Box leo CCMIPAN"AFFORDING COVERA0E Bridgton, Ne 01009-01e9 OgMpurJ paerless ANn. Ti ni Larrence EIS A At1A"tiC T414oe Styvices, Inc.. 6 40 Blake Road WAMY Standish, NE 04084 i C D Ei'° IM g iZ-2; G`RTPY fMtAT t11E f ouCi GF y9>rLI}14/i41 70 TME INSURED NAMED ABoti/Cfi`I obi lir PER100 INDICATED,NOTWTHSTANDING ANY REOUIRIMEKT,TERM OR CONDMON OF ANY OONTRACY OR OTHER DOCUMENT WITH RESPECT TO VJM01MIS CERTIFICATE IJ%Y BE ISSUED OR MAY PERTAIK,THE INSURANCE AFFORDED BY THE POUG03 DESCRIBED HEREIR 19 S11B.,ECTTO ALL THE TEAMS. EXCLUSIONS AM CONDMONS OF SUCH POLICIES.LFKM SMOM MAY NAVE BEEN RE>DUC&O OY PAID C WMR, LTR TYPE OF MWRAWE ! PpuCrNUM9EP PO1rC1rEPfdLnvE "JaVEIPMATWN, Wmffs DAT>:IMAiADPfY) DATIi{YM,OCKq JaETIEJUA�LIRCIUTY ; MORAL A0019 L•IE t Z'000"000 040 x .CGWWRCIAL OEW-Ra ABILITY' j .buC ^ ......... .....,.. ., . . J raeDucYa•col,vlor,.cc; st C6NA MADE 'X :f=URA 19; . .T2 s I4 s :PSRWHAL aAVV INJURY : �.,.., 03/17/�OOo 03/17/2001 ...................._... owMelTs a eoIlrMAeraas paer: I""' �+cr+aatlRAEKCE = 2,000,000 .................. i ! ?F[W WA VM Cry orA fim S ...... .............. .., MI=D m Y"&a WAD.) s $1000 AU I 001Le L"LrrV I . X. ARV AUTO i COW=8tr4t3lTi LJMR s 1..000.000 ALL ONNWAUT03 ---- ; 9001LY WXRY eCMCDW EC Ju}f08 i :'IPa pbsa,) t A . . . EA9233157 ( 03/17/2000 03/17/2001 1 .... .. ..- - WOMAUTC9 , . •eGCe,Y INJURY '; N044wn W AUT03 I (Par SII i i j PA609*ry wj i : I s.R.aAU^N ltv ] WTO ONLY.FA ACCIOEW.- S ANYAUCO "•OTNERTMAwALROCNLY* y• _.... ._ .... .. I EANAGC0W e i AOGREGATE..i..... as 4sa LuaJ`ITv } ; EACH 00CL'd Rc[ ..•........ ! „•1Q J 000,000 A r UMMIU,AFON CB907011Z ' 03!10/2000 03/17/2001 ;AGIiAEOATE QrrW T1WN UMBRELLAKOIIM i } ' a 10,000,000 WORWAM COMPOWk7 OM ARO 91}LTIYEIMB L&UNUT'r A TyePROPRURORI :MiCL�0077401 03!17/1000 03/37/2001 ;.eLeACNACGOENT............ s 3000 00 o�T1@Ae CUThE .: i _eL013646-PowcvLuff 4 ioono00 ol*IeslesNRE s c ELJHef719E-EAEMPLOVEE i~ 1000000. i 1 raR#TION TIONWBUJ71�lPEOYl*67IMa Ob Descriotien; 'Ser f 85231(422 North Andover ,v...:. SHO"ANT OF THE AN=DbfaC100►OtaE>!8L CAMGlLLEG���•M4.0 dila; THE EKPIRATION ORTE TMOMM,1Hs"MANG WWAMY WILL SMOUVOR TO MAIL .3A—OAYs'Wrm HaTra Ta Tlla CCIITIm"r&N=Ra NArto r*741 Lwr S P r+R t S C f i t r 4 A, LP !RR FAIL01M TO IWL RUOM MM=SJKLL uIPOa4 NO OQLJ6AT,ON OR UAAe.ITY 1 International Blvd. wANYWeWCNW**PANY,TTTAg"ORREM3ftrAnM Kshwah, N] 049S AU � "aLen In n -Yomkr, � •. t-(-- C�u"Ti 4 rO od x PC . FORM - U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all-necessary approval/permits from Boards and Departments having jurisdiction have been obtained.This does not relieve the applicant and or landowner from compliance with any applicable requirements. APPLICANT S19Q `T",3mS (Wellwpty l4�so �'�sa.� PHONE 97f; -'94*- -Y8?o ASSESSORS MAP NUMBER LOT NUMBER ?/ SUBDIVISION LOT NUMBER STREET STREET NUMBER OFFICIAL USE ONLY REC ONS OF TOWN AGENTS s.■ ■ ■.■ ■ ■...■ ■.....■............................... ....+y.�.......... DATE APPROVED �Y W NATION ADMINISTRATOR j DA REJECTED COMIvIEN`TS /VU t�4cc'uwT 4 �15ZI rl . DATE APPROVED k _ I boo v TOWIftLkNWIt _ DATE REJECTED COMMENTS DATE APPROVED FOOD INSPECTOR- DATE REJECTED Q DATE APPROVED ! a SEPTIC INSPECTOR-HEALTH DATE REJECTED CONRvIENTS PUBLIC WORKS-SEWER/WATER CONNECTIONS DRIVEWAY PERMIT e--7 Zere, DATE APPROVED VME EPAR DATE REJECTED COMM ENTS RECEIVED BY BUILDING INSPECTOR DATE NORTH. Town of' 4 ov ��.. -4. 5'... 110 No. 01 cl * X T O LA o dover, Mass., ! leT4 31 Q.o.o COCHICHEwICK Azb SD'S'ATE D P �C5 77 ` BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System / BUILDING INSPECTOR THIS CERTIFIES THAT. t�2il,aT'S( T4LuM�.../.RTl.gv`T� �o o!Y►...4ti .Y< .fT ..�............... ( Foundation has permission to erect,P .tKAITn row MEMO on.............. kw�...�'.o�°"S t�14�!,-Y-... -'....... Rough to be occupied as.Cr � ..PANrZAT. t'!i: 3o. 1':..u?...a .. �°.AT.. 4 chimney provided that the person accepting this permit shall in every respect conform tot a terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR Rough ............'............................................. Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner C •S • I..�.c, o7/63Q Street No. SEE REVERSE SIDE '" 14212-- Smoke Det. Town of North Andover 40RTH OFFICE OF 3a ory 1�ooc a COMMUNITY DEVELOPMENT AND SERVICES ° A 27 Charles Street 4L �o "; North Andover,Massachusetts 01845 �9p°A1TE0 ""<y WILLIAM J. SCOTT 9SSACHUS�� Director (978)688-9531 Fax(978)688-9542 NOTICE OF DECISION ti 0 C) C) n Any appeal shall be filed within (20) days after the w Co date of filing this Notice ,r ior� in the Office of the Town �0 ;0cno Clerk N rn > 700 Date: June 30, 2000 `'`' Date of Hearing : May 16, 2000 Petition of: Sprint Spectrum, LP, One International Boulevard, Suite 800, Mahwah,NJ 07495 Premises affected: 300 Chestnut Street Referring to the above petition for a site plan special permit from the requirements of Section 8.9 of the Zoning Bylaw so as to allow: the installation and operation of a wireless service facility including nine panel antennas and associated cabling, utilities and equipment on an existing tower structure. After a public hearing given on the above date, the Planning Board voted To APPROVE the site plan special permit, based upon the following conditions: Signed 41'j4 CC: Applicant Alison Lescarbeau,Chairman Engineer John Simons_,Vice Chairman Alberto Angles,_Clerk Richard Nardella Richard S.Rowen William Cunningham BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Sprint Spectrum LP—300 Chestnut Street Special Permit The Planning Board herein approves the Special Permit to install and operate a wireless service facility including nine panel antennas and associated cabling, utilities and equipment on an existing tower structure in the Residential 3 Zoning District. This Special Permit was requested by Sprint Spectrum LP, One International Boulevard, Suite 800, Mahwah, NH 07495. This application and additional documentation as cited herein was filed with the Planning Board on April 14, 2000 with subsequent submittals on file. The Planning Board makes the following findings as required by the North Andover Zoning Bylaw Section 8.9: FINDINGS OF FACT: 1. The specific site is an appropriate location for the project as it is being colocated on an existing wireless location. 2. The use as developed will not adversely affect the neighborhood as indicated by the analysis conducted by Wellman Associates, Inc. 3. The carrier has demonstrated that the facility is necessary in order to provide adequate service to the public. 4. The plan meets the requirements of the Wireless Service Facilities By-law section 8.9. 5. 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 8.9 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: Discontinuance Abandonment a) At such time that a licensed carrier plans to abandon or discontinue operation of wireless service equipment, such carrier will notify the Town by certified US mail of the proposed date of abandonment or discontinuation of operations. Such notice shall be given no less than 30 days prior to abandonment or discontinuation of operations. In the event that a licensed carrier fails to give such notice, the wireless service equipment shall be considered abandoned upon discontinuation of operations. b) Upon abandonment or discontinuation of use, the carrier shall physically remove. the wireless service equipment placed on the site by the carrier within 90 days from the date of abandonment or discontinuation of use. "Physically remove" shall include, but not be limited to: i) Removal of antennas, mount, equipment shelters and security barriers installed by the carrier (unless the same will continue to be used by the owner) from the subject property. ii) Proper disposal of the waste materials generated by the carrier from the site in accordance with local and state solid waste disposal regulations. c) As a condition of any special permit for the placement, construction or modification of a wireless service equipment at the site, the carrier shall place into escrow a sum of money to cover the costs of removing the facility from the subject property. Said amount shall be certified by an engineer, architect or other qualified professional registered to practice in the Commonwealth of Massachusetts. Said funds shall be held by an independent escrow agent to be appointed by the carrier and the SPGA. The carrier shall authorize and, as necessary, shall obtain the authorization of the owner of the property to allow the escrow agent to enter upon the subject property to remove the facility when the facility has been abandoned or discontinued. In the event the posted amount does not cover the cost of demolition and/or removal the Town may place a lien upon the property covering the difference in cost. d) The equipment shall be deemed to be abandoned or discontinued if it has not been used for the purpose for which it was originally constructed for a period of six (6) months or more. Once abandonment or discontinuance has occurred, the carrier shall remove the equipment placed by the carrier from the subject property within ninety days. In the event that the carrier fails to remove the equipment, the town shall give notice to the carrier and the independent escrow agent that the equipment shall be removed by the escrow agent forthwith and the escrow agent, after affording written notice seven days in advance to the carrier, shall remove the facility. 2) Performance Guarantees a) Insurance in a reasonable amount determined and approved by the SPGA after consultation at the expense of the applicant with one (1) or more insurance companies shall be in force to cover damage from the equipment on the structure, damage from transmissions and other site liabilities. Annual proof of said insurance must be filed with the SPGA. Q b) Funds, sufficient in the opinion of the SPGA to cover annual maintenance of the equipment on the facility, shall be placed into escrow and shall be held by the independent escrow agent who shall be authorized to expend the funds for the maintenance of the equipment on the facility on terms to be agreed upon by the carrier and the SPGA as a condition of approval of the special permit. c) Annual certification demonstrating continuing compliance with the standards of the Federal Communications Commission, Federal Aviation Administration and the American National Standards Institute shall be filed with the SPGA by the Special Permit holder. 3) Term of Special Permit. a) A Special Permit issued for any wireless service facility shall be valid for three(3) years. The special permit may be renewed under the same criteria as the original special permit, provided that the application for renewal of the special permit is made prior to the expiration date of the original or any renewed special permit. Additional measures governing the administration of the special permit are found in Section 10.3 of the Zoning Bylaw. b) After the equipment on the facility is in operation, the applicant shall submit to the SPGR, within 90 days of beginning operations and at annual intervals from the date of issuance of the Special Permit, preexistent and current RFR measurements. Such measurements shall be signed and certified by an RF engineer, stating that RFR measurements are accurate and are in compliance or why the measurements fail to comply with all applicable FCC Guidelines as specified in . Section 8.9(4)(c)(1) RFR Filing Requirements of this Bylaw. The measurements shall be submitted for the equipment proposed on this facility. This condition shall be in effect until such time as an additional carrier proposes equipment on this facility. At that time, this obligation will fall upon the proponent of the additional equipment so as to obtain a better measure of the cumulative effect of the facility. c) After the wireless service facility is in operation the applicant shall submit to the SPGA;within 90 days of the issuance of the Special Permit, and at annual intervals from the date of issuance of the Special Permit, preexistent and current measurements of acoustic noise from the wireless service facility Such measurements shall be certified and signed by an acoustical engineer, stating that noise measurements are accurate and meet the Noise Standards sub-section 6.13.14.5 of this Bylaw. This condition shall be in effect until such time as an additional carrier proposes equipment on this facility. At that time, this obligation will fall upon the proponent of the additional equipment so as to obtain a better measure of the cumulative effect of the facility. Q d) The applicant and co-applicant or their successor in interest shall maintain the wireless service equipment in good condition. Such maintenance shall include, but shall not be limited to, painting, structural integrity of the equipment. 4. Prior to the endorsement of the plans by the Planning Board, the applicant must comply with the following conditions: a) The applicant shall provide a map ind' ating the intended locations for testing as required above. b) A bond in the amount of$5,000 shall be posted for the purpose of insuring that a final as-built plan showing the location of all on-site structures. The bond is also in place to insure that the site is constructed in accordance with the L/ 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. 5. 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 anticipat activities on the site.. b) The applicant shall provide the necessary escrow accounts and insurance as required in the above sections. 6. Prior to FORM U verification (Building Permit Issuance): a) The final site plan mylars must be endorsed and three (3) copies of t signed plans must be delivered to the Planning Department. b) A certified copy of the recorded decision must be submittedto the lanning Department. 7. Prior to verification of the Certificate of Use and Occupancy: a) The applicant must submit a letter from the architect or engineer of the project stating that the construction and operations substantially comply with the plans referenced at the end of this decision as endorsed by the Planning Board. b) All lighting placed by the carrier on the subject property shall have underground wiring and shall be so arranged that all direct rays from such lighting falls entirely within the site and shall be shielded or recessed so as not to shine upon abutting properties or streets. The Planning Office must approve any changes to the approved lighting plan as submitted by the applicant. 0 S. Prior to the final release of security: a) A final as-built plan showing final construction and location of the wireless hardware shall be submitted to and reviewed by the Planning Staff. 9. 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. 10. 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. 11. No equipment or other equipment that will emanate noise-exceeding levels cited herein shall be placed on the exterior of the structure. Such equipment shall be enclosed as shown on the plans. 12. 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. 13. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 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, that date being June 30,2002 unless substantial use or construction has commenced. Substantial use or construction will be determined by a majority vote of the Planning Board. 18. The following waivers were granted in determining this decision: G a) Waiver to provide a map showing other preexistent and approved wireless service facilities in North Andover and outside North Andover within one mile of its boundary; b) Waiver to provide tree cover on the subject property and all properties directly abutting the subject property by dominant species and average height; c) Waiver to provide lines representing the sight line showing viewpoint (point from which view is taken) and visible point (point being viewed); d) Waiver(s) to provide all sight lines as described in Section 8.9.5.d.iv.1-4. e) Waiver to provide a landscape plan including preexistent trees and shrubs and those proposed to be added, identified by size of specimen at installation and species; f) Waiver to schedule a balloon test with the Planning Board at the proposed site. 19. The following information shall be deemed part of the decision: Plan titled: Sprint PCS SBA Tower 300 Chestnut Street North Andover,MA Prepared for: Sprint Spectrum LP One Internatinal Boulevard, Suite 800 Mahwah,NJ 07495 Prepared by : Bay State Design Associates, Inc. 266 Summer Street Boston, MA 02210 Dated: 12/7/99, revised 1/28/00, 3/15/00, 4/4/00 Sheets: T-1, Cl-C3, Al b) Report: Application for Wireless Services Facility Special Permit, April 14, 2000 Prepared for: Sprint Spectrum LP, 300 Chestnut Street, North Andover, MA Prepared by: Wellman Associates, Inc. 10 State Street Newburyport, MA 01950 cc. Building Inspector Applicant Engineer r_