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Miscellaneous - 300 CHESTNUT STREET
Prnt.Forrn Y' Town of North Andover Planning Board Application for Special Permit Please type or print clearly. L Petitioner: Clear Wireless LLC Petitioner's Address:4400 Carillon Point, Kirkland, MA 98033 Telephone number: (425)216-7600 2. Owners of the Land: SBA Properties, Inc. Address:5900 Broken Sound Parkway N.W.,2nd Floor, Boca Raton, FL 33487 Number of years of ownership:Ten 3. Year lot was created: 4. Description of Proposed Project: Inctallatinn of 1A/irwlacc Cuanir���il'�i rn�epertin�of cis(�F� ntann c r,ri rtrya 11 a t cabinet. -''�`lf —�—. 5. Description of Premises: Wireless Service Facility 6. Address of Property Being Affected 300 Chestnut 5tmet Zoning District: R3 Assessors: Map: 098 Lot#002 Registry of Deeds: Book#• 11688 Page#:260 7. Existing Lot: Lot Area(Sq.Ft) 3,000 Building Height Street Frontage: Side Setbacks: 105 Front Setback: 39' Rear Setback: Floor Area Ratio: Lot Coverage: S. Proposed Lot(if applicable): Lot Area(Sq.Ft) n/a Building Height Street Frontage: Side Setbacks: Front Setback: Rear Setback: Floor Area Ratio: Lot Coverage: 9. Required Lot(as required by Zoning Bylaw): Lot Area(Sq.Ft) 25,000 Building Height 35' Street Frontage: 125' Side Setbacks:20' ` ! 2110 FEB 26 Ply = 52 Front Setback: 30' Floor Area Ratio: Rear Setback:30' hi 0..F%i 61� Pv't 0 g q ., , . Lot Coverage: 10. Existing Building,(if applicable): r Ground Floor(Sq.Ft.) n/a Total Sq.Ft. #of Floors: Use: Height: Type of Construction 11. Proposed Building: Ground Floor(Sq.Ft.) n/a Total Sq.Ft #of Floors: Use: Height: 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. �Wireless 13. Section of Zoning Bylaw 1— Requested _ y that Special Permit Is Being 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: L� Print or type name here: David C.Torres Owner's Signature: Print or type name here: See Attached 15. Please list title of plans and documents you will be attaching to this application. 1.Project Narrative 2.Site Plan Review Waiver Request 3. RF Engineering Affidavit 4. Existing Ambient Noise Survey&Projected Equipment Noise Report 5. RF EME Field Survey& Projected Calculation Report for Proposed Equipment 6. Proposed Public Utility Wireless Communications Facility Visual Analysis 7. Certified Structural Analysis Report 8.Certified Abutters List 9.SBA Properties, Inc. Letter of Authorization 10. Clearwire Letter of Authorization 11.Clearwire FCC Licence 12.Argus Panel Antenna Data Sheet 13. Dragonwave Back-haul Antenna Data Sheet 14. DDB Unlimited Cabinet Data Sheet 15. Signed&Stamped Zoning Drawings o-%&-%dmanNetwa ks Network Knowledge— Qraltvorad. February 25, 2010 Town of North Andover Planning Board Town of North Andover 1600 Osgood Street,Building 20, Suite 2-36 Town of North Andover,MA 01845 RE: Application for a Special Permit for a Wireless Service Facility at the at 300 Chestnut Street Applicant: Clear Wireless LLC(Clearwire Site ID MA-BOS5493) Site Address: 300 Chestnut Street Parcel ID: Map 98 Lot 002 Landlord: SBA Properties,Inc. Dear Chairman and Members of the Board: Pursuant to Section 89 of the Town of North Andover Zoning Bylaw, please accept the enclosed application for a Special Permit for the co-location of a Wireless Service Facility at 300 Chestnut Street, submitted on behalf of Clear Wireless LLC (Clearwire and Applicant)by Goodman Networks its Agent. Introduction Clearwire one of a limited number of companies licensed by the Federal Communications Commission to provide wireless communication services to not only the residents and businesses of the Town of North Andover,but also throughout the Greater New England region and the United States. On the basis of these licenses, Clearwire is mandated by the Federal Communications Commission to actively construct and operate a seamless wireless telecommunications network in various markets throughout the country, including the Commonwealth of Massachusetts and in particular the Town of North Andover and the greater surrounding area. Clearwire offers wireless broadband networks that provide entire communities with robust, high- speed, residential and commercial Internet applications that are affordable and combine the best j features of cellular,cable modem, DSL and Wi-Fi networks into a single service offering. As part of a multi-year network build-out plan, Clearwire's 4G service, called CLEARTM,will bring together an unprecedented combination of speed and mobility and will be available in markets ranging from major metropolitan areas to small cities and their surrounding areas in the United States and Europe. Since Clearwire launched their innovative wireless service, they believe they are the largest operator of next generation wireless broadband networks in the world. Clearwire operates their wireless network in 47 markets in the United States and currently owns or has access to wireless licenses covering a population of 15.3 million people. They also operate select markets in Europe, where their networks cover approximately 2.9 million people. Clearwire's primary focus is expanding the geographic coverage of their wireless broadband markets in the United States. They are currently engaged in the development,construction and deployment of networks in the United States that will cover 75 million people, with an additional 45 million people being covered by long lead time site development work. Clearwire's current development activities will enable them to offer services to as many as 120 million people by the end of 2010. The Proiect Clearwire is licensed by the Federal Communications Commission (hereinafter "FCC") to provide wireless broadband communication services by building a network of communication sites using World Interoperability for Microwave Access (WiMAX)technology. This technology, also referred to as IEEE 802.16, utilizes digital transmission to improve the quality and number of available services including, without limitation, Voice and Data Services such as Internet and email access, voice over IP and other data applications. In order to build out its network and meet customer demand for Wireless Broadband Services, Clearwire must have in place a system of 'cell sites' to serve portable wireless communication handsets and mobile telephones. A typical cell site, such as the one proposed,consists of three panel antennas with associated wireless"back-haul"antennas mounted to a building,tower,church or other structure. The antennas are connected to radio operating equipment housed at or near the structure. To maintain effective, reliable and uninterrupted service, there must be a continuous series of cell sites located within close proximity to each other so as to overlap in a system comparable to a honeycomb pattern. If there is no cell site available to accept/receive the signal, network service to the mobile telephone/data service will terminate involuntarily. Accordingly, the overlap of coverage is necessary for the signal to transfer from one cell site to another cell site seamlessly and without involuntary termination. A number of factors determine the distance between cell sites, including, but not limited to,topography,physical obstructions, foliage,antenna height and line-of-sight. The Facility Based on the radio frequency studies, reports and computer models prepared in connection with this project, it is Applicant's assertion that there is inadequate network service available to its customers due to a coverage gap within the Town of North Andover in the surrounding area of Chestnut Street. Also based on the radio frequency studies, reports and computer models prepared in connection with this project, Applicant would be able to alleviate this significant gap in coverage by locating its antennas at an approximate height of one hundred forty (140) feet AGL on the above referenced property as proposed. Without a wireless service facility located at or near 300 Chestnut Street, the substantial gap coverage will continue to adversely impact the service that Applicant is able to provide to the residents and business around Chestnut Street and to individuals traveling through these areas. As further detailed in the accompanying site plan,Applicant is proposing to co-locate three (3)panel antennas and three (3)wireless back-haul antenna at approximately one hundred forty(140) feet, one (1) equipment cabinet and corresponding equipment at the existing wireless service facility owned and operated by the SBA Properties, Inc at 300 Chestnut Street. All of Applicants proposed equipment would be entirely within the existing fenced area of the wireless service facility. After • - R installation, Applicant's wireless service facility will be unmanned and will only require twice monthly visits for maintenance. The only utilities required to operate this facility are standard 120- volt electrical power as well as telephone service. Both of these utility services are presently installed at the existing facility. Applicant's proposed wireless service facility will be installed, erected, utilized and maintained in compliance with all applicable local, state and federal regulations, including, but not limited to: the radio frequency emissions regulations set forth in the 1996 Federal Communications Act, applicable regulations administered by the Federal Aviation Administration (FAA), Federal Communications Commission (FCC), Massachusetts Aeronautics Commission and the Massachusetts Department of Public Health. Once in service, it is the responsibility of Applicant to make RF field measurements to ensure the facility's compliance with FCC guidelines. When combined with all other existing wireless service facilities at 300 Chestnut Street, the RF emission from Applicant's proposed antennae would neither exceed State and Federal limits nor "interfere" with the other existing wireless service facilities at the site location. Conclusion Based on the above, and the other information provided in this application, Applicant believes that it satisfies the objectives and requirements set forth in the Town of North Andover's Zoning and Wireless Service Facilities Bylaw, to the extent applicable. Applicant seeks to co-locate antennas at an existing wireless service facility, which facility currently meets all requirements of the Zoning Bylaw; Applicant's wireless service facility will enable Applicant to provide a substantial benefit to the Town of North Andover, and particularly the area surrounding 300 Chestnut Street, in the form of its wireless broadband network services; Applicant's wireless service facility would have minimal noise, traffic and environmental impacts; and failure to grant the Special Permit will result in substantial harm to Applicant in the form of large gaps in coverage in the Town of North Andover, particularly in the area surrounding 300 Chestnut Street, as well as Applicant's failure to meet its FCC license mandate to build and operate wireless communications systems that provide adequate wireless services to the general public. As a result, Applicant respectfully requests that the Planning Board grant Applicant's request for a Special Permit for a wireless service facility at 300 Chestnut Street. Thank you for you your consideration and please do not hesitate to contact me if you have any questions. Respectfull y David C. Torres,Esq. Goodman Networks 30 Main Street, Ind Floor Ashland,MA 01721 (214)478-3516 dtorres@goodmannetworks.com it REQUEST FOR WAIVER OF SITE PLAN REVIEW Due to the nature and specifics of Applicant's proposed wireless service facility at 300 Chestnut Street, Clearwire (Applicant) respectfully requests a waiver from the Site Plan Review under Section 8.3(2)(c) of the Town of North Andover Zoning Bylaw, in addition to any other waivers the Planning Board sees fit to grant. All of Applicants proposed equipment would be co-located within an existing wireless service facility. There are no subdivision plans or change to gross floor-area ratio or use at the property. The proposed co-location will have minimal or no impact on traffic, waste, noise and parking. After installation, Applicant's facility will be passive; it will be unmanned and will only require twice monthly visits for maintenance. The only utilities required to operate the proposed facility are standard 120-volt electrical power as well as telephone service, both of which are presently installed at the existing facility. For these reasons, Applicant's proposed co-location at 300 Chestnut Street will have minimal impact on the general health, safety and welfare. Therefore, Applicant respectfully requests a waiver of the Site Plan Review provision of the Town of North Andover Zoning Bylaw. II I FSK �i RF ENGINEERING AFFIDAVIT Site ID: MA-BOS5493 Site Address: 300 Chestnut Street,North Andover,MA 01845 The undersigned hereby state the following in support of the application by Clear Wireless LLC (hereinafter known as"Clearwire")to co-locate at approximately one hundred forty(140)feet above ground level(AGL)on the existing guyed tower and install related equipment at the property located at 300 Chestnut Street,North Andover,MA 01845(hereinafter the"Site"). 1. I am a Radio Frequency Engineer employed by Clearwire, with an office located at 200 5th Ave, Waltham,MA. 2. My primary responsibilities include radio frequency design and planning in the Commonwealth of Massachusetts,including such areas as North Andover and surrounding communities. 3. I have thoroughly reviewed the radio frequency engineering studies,reports and computer models prepared by Clearwire with respect to the Site. 4. Clearwire is licensed by the Federal Communications Commission(hereinafter"FCC")to provide wireless broadband communication services by building a network of communication sites using World Interoperability for Microwave Access (WiMAX) technology. This technology, also referred to as IEEE 802.16, utilizes digital transmission to improve the quality and number of available services including, without limitation, Voice and Data Services such as Internet and email access,voice over IP and other data applications. 5. In order to build out its network and meet customer demand for Wireless Broadband Services, Clearwire must have in place a system of'cell sites' to serve portable wireless communication handsets and mobile telephones. A typical cell site, such as the one proposed, consists of three panel antennas with associated wireless "back-haul" antennas mounted to a building, tower, church or other structure. The antennas are connected to radio operating equipment housed at or near the structure. 6. To maintain effective,reliable and uninterrupted service, there must be a continuous series of cell sites located within close proximity to each other so as to overlap in a system comparable to a honeycomb pattern. If there is no cell site available to accept/receive the signal, network service to the mobile telephone/data service will terminate involuntarily. Accordingly, the overlap of coverage is necessary for the signal to transfer from one cell site to another cell site seamlessly and without involuntary termination. 7. A number of factors determine the distance between cell sites, including, but not limited to, topography,physical obstructions,foliage,antenna height and line-of-sight. 8. Based on the radio frequency studies, reports and computer models prepared in connection with this project, it is my professional assertion that there is inadequate network service available to Clearwire customers due to a coverage gap within the city of North Andover in the surrounding area of Chestnut Street. 9. Based on the radio frequency studies, reports and computer models prepared in connection with this project, it is my further professional opinion that Clearwire would be able to alleviate this significant gap in coverage by locating Clearwire antennas at an approximate height of one hundred forty(140)feet AGL on the above referenced property as proposed. 10. Without a wireless transmission facility located at or near the Site, the substantial gap coverage will continue to adversely impact the service that Clearwire is able to provide to the residents and business around Chestnut Street and to individuals traveling through this area. 11. The proposed wireless broadband communications equipment shall be in compliance with the FCC Guidelines for Evaluating the Environmental Effects of Radio Frequency Radiation. It is the responsibility of Clearwire to make RF field measurements once this site will be in service in compliance with FCC guidelines. 12. The proposed wireless communications equipment will be installed, erected,maintained and used in compliance with all applicable Federal,State and local regulations,including,but not limited to: the radio frequency emissions regulations set forth in the 1996 Federal Communications Act, applicable regulations administered by the Federal Aviation Administration (FAA), Federal Communications Commission (FCC), Massachusetts Aeronautics Commission and the Massachusetts Department of Public Health. 13. The RF emission from these proposed site antennae would not exceed the State and Federal standards,when combined with all other existing PWSA facilities at Turnpike Street,and the new antennae would not "interfere" with the other existing PWS structures from other carriers at the site location. 14. Based upon the best radio frequency technology available at this time, it is my professional opinion that the proposed Site is at the minimum height that is needed to ensure adequate service to area residents and businesses within the geographic area described above. Executed this 10 day of February,2010 Philip D.Leite,Clearwire Radio Frequency Engineer 8 .. ..................... ..... B ! C onsul ung Isua I ;Analysis Prepared For: e a r www r PROPOSED PUBLIC UTILITY WIRELESS COMMUNICATIONS FACILITY MA-B SS49 -z SBAT011 ER Provided By EBI Consulting February 22, 2010 A B1 PN: 81100 C o N S U L T I N G Creating taluefor Your Business Y i iw'Sr:aw.. m r. Site Numrber. MA- QS 93-z Site Name SOA Tower 300 Chestnut Street Andover, MA 11845 Prepared For: Clearwire Provided 8y: EBI Consulting 218 Street Burlington, MA 0 803 ph. 781.273.2500 fax781,273.3311 ISSUED 02.22x2010 REV REV DRAWN BY, MC CHECKED U' PAJ Note These photo s,omt talions am intended to represent modifications relative to a person observing the aesthetics of the proposed t t firrarn, r fra r3 instattatlon. There(bre,they are Inherently pprosrirmate in nature and should not be used as an exact scaled, . s VISIBILITY MAP is ee ee es el elle 41) { f: { Vk4 se ees 1 e ss se see 40 3e3 el se se Lee es §.� .. +If s ,eeca se Ile sss�s� i ell es�l m Legend 0 140 280 420 SW 700 N Project Site Photo Location Points Non-Visible l Ions Mx)to#ration Map W* CLEARWIRE/MA-BOS5493 z=SBATOWER S 300 CHESTNUT STREET N ANDOVER, MA 01845 C4dd54tlBI C. PN: 81100066 , VIEW 1 y: a � s4 v '�� a 46, 31 w 1 ° k t i I v EXISTING CONDITIONS LOOKING FAST FROM 62 BLUEBERRY LN. VIEW 1 011 1, Lis a z W Axa I SII 6 s w , t k: " w a s � Al 'V d -,:w.. ""A"-�t ."fin:;.,.. ,.._ ...:e x ............ .... �.✓M.<,.,�.,� F� .« .fin. va a c PROPOSED CLEARWIRE ANTENNAS [ LOOKING EAST FROM 62 BLUEBERRY LN. VIEW 2 i „.. azo nI F � > � t s 3 v�s, i 2" �a i az s i k S < s err PROPOSED CLEARWIRE ANTENNAS (NOT VISIBLE) LOOKING NORTHWEST FROM 81 PEACHTREE LM. VIEW 3 4 , .{ d lY r+Y ,,�,;b <- rti'& k' F T*:'' ry `.F,• 6� e,... .� <y ii,..f. . t a� xs Y�,,,. �;x^ :":�r" € P s� x• sa a tM sf c r s s � r� �� ,",>!, r,, g'., ,:., s � sfa; �., a uz,- ,�.<.. uL= ',°€'. .r<€ � "<. - ° ';ga._ s i s�� +a ,:,�.3x' mtfrf � �r r $ '�faY� s'� �. y a,., x s,t• zF u',ra..Es fjs, ,.,v ,� ,;�" ,a'yn. s% s,,,,:".. s,-s , ,: x�E � �r �u J r,+^,*_�g�'a<^„'�' r+. :;�s� "e `Es "^3axxi"� ✓" FaY � xl �. & •:r ,J.� n a, .. a, s" ,rp�s y c 4 f � ^k r-s a 3 'S E r -1 i",^x>p�.x a x i P s:✓ "� �,» ,ax,, �! 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VIEW 3 IN 11 MOORE!i Wil qp va° .:�..° " � !,�. ��%"` "��� �r� �*'.. � ✓ S �� � r�rad .� trrze "� /Y 9 L�H ha `r "£`;..' %;4� ^fir,�a z�r sr x e a s ' 7. �`i,;v 4 E � s e'zvv r�� ✓z3°#�' d� r sg �. �; ;� I ra. �zz-fs x,.,r s"55 '�35," § r� ✓ -� "�"r a�` i4 �§„"' �+ .:g r w �:; :�> ;�a t o-� x t w '�'s t� �z.�'✓ st �, hr { � crr`r^ �;'d% ° ws �s k'�t�`��€� r� �°,".. a` ,' °, ".r ' ,a"M "-:_. »z;� ,. -.x .,� n,"- 3 �f� c %Frt ^`s "�- v 3+�,- "'�J r.�'z3 }fh a §°° ., �'' �'.. . -.✓ E€' ,,.�,�e ;..,e,.. s r°xS°. ,,,,° ;, ,..;.,; t � ,.�� �� �� ` t� ���*✓ '� ss �} ;..a-�� y iz"ezp E � �% � 8 .t,.^7- ",,1:'� '�,£re x-d. '',�,"`rx zw w k V c u:..;,. ,a�e. „ra °.., 3. ° :�;�'_, °.s ,. �-*�z=.� a, x�e+•`.u. �*„..tr*- e �.. a ...._„ase �y ,� 'its °.°,,:°,., wt �°i�...:-� z`�vas '_. �.� i -,.... t. .i' '"�",. ,.... x'•u 5:+ �',.,a... .r v �d a f^:Y... :�°�T- �. °�s= a , .° :§. e,.. �s: a ,� � � ate`s � � t w ,..� . .> �, ✓� m aes f t , ° _ n s n _ o� PROPOSED CLEARWIRE ANTENNAS LOOKING NORTH FROM 44 REA ST. VIEW 4 a fa n7 ; f y q k -imw ¢ .i a v akAl, a z " �R w� s r ,,�� ,." ,..gin"^. •" � - , r ' . # t ix EXISTING CONDITIONS { LOOKING WEST FROM 181 KARA DR. VIEW 4 � �� �"�� �' er^;p�'»��� ? �``,:•,$sa5,�Via°%° —: r sf tv a ' u # µ etE., r, f n v i eye M a� � 7 r, r tt " m o ; .w , s" nt meft PROPOSED CLEARWIRE ANTENNAS LOOKING WEST FROM 181 KARA DR. IBonn Structural Anaiy$iS far _ SBA Network Senrices,.lnc. 152' Guy Tower Site Name: North:And over SituID: MA01486--A FDH Project Number 09=07148E S1 Prepared By: Reviewed By: Trent T. Snarr, EI J. Darrin Holt, Ph.D. PE Project Engineer President MA PE License No. 47696 FDH Engineering, Inc. 2730 Rowland Road Raleigh, NC 27615 (919)-755-1012 �t info@fdh-inc.com M August 14, 2009 Prepared pursuant to ANSPTIA-222-G Structural Standard for Antenna Supporting Structures and Antennas 2730 Rowland Road,Raleigh,NC 27615 Ph: (919)755-1012 Fax: (919)755-1031 info@fdh-inc.com Structural Analysis Report SBA Network Services, Inc. Site ID: MA01085-A August 14,2009 TABLE OF CONTENTS EXECUTIVE SUMMARY............................................................. 3 Conclusions Recommendations APPURTENANCE LISTING........................................................... 4 RESULTS.................................................................................. 6 GENERAL COMMENTS............................................................... 9 LIMITATIONS........................................................................... 9 APPENDIX................................................................................ 10 2 2730 Rowland Road, Raleigh, NC 27615 Ph: (919)755-1012 Fax: (919)755-1031 info@fdh-inc.com Structural Analysis Report SBA Network Services, Inc. Site ID:MA01085-A August 14,2009 EXECUTIVE SUMMARY At the request of SBA Network Services, Inc., FDH Engineering, Inc. performed an analysis of the existing guy tower located in North Andover, MA to determine whether the tower is structurally adequate to support both the existing and proposed loads, pursuant to the Structural Standard for Antenna Supporting Structures and Antennas, ANSI/TL4-222-G. Information pertaining to the existing/proposed antenna loading, current tower geometry, member sizes, and soil parameters was obtained from: o Sterling Engineering (Project No. 061-697) Structural Analysis Report dated February 17,2005 o Sterling Engineering(Project No. 061-575)tower reinforcement drawings dated May 25, 2004 o URS Greiner(Job No. 0535525.03)Existing Tower Elevation and Layout dated October 7, 1998 o FDH Engineering, Inc. (Project No. 04-0333E) Dispersive Wave Propagation Testing of an Existing Tower Foundation dated April 14,2004 o Geotechnologies, Inc. (Project No. 1-04-0498-EA) Report of Subsurface Investigation dated April 23,2004 o FDH,Inc. (Project No. 05-0656T)TIA/EIA Inspection Report dated June 30,2005 o SBA Network Services,Inc. The basic design wind speed per ANSI/TLA-222-G standards is 105 MPH without ice and 40 MPH with 1"radial ice. Ice is considered to increase in thickness with height. Conclusions With the current loading and proposed antennas from Clearwire in place at 144 ft and 140 ft,the tower meets the requirements of the ANSUTI4-222-G standards provided the Recommendations listed below are satisfied. Furthermore, provided the foundations were reinforced per Sterling Engineering's modification drawings (see Sterling Project No. 061-575), the foundations should have the necessary capacity to support the existing and proposed loading. For a more detailed description of the analysis of the tower,see the Results section of this report. Our structural analysis has been performed assuming all information provided to FDH Engineering, Inc. is accurate (i.e., the steel data, tower layout, current antenna loading, and proposed antenna loading) and that the tower has been properly erected and maintained per the original design drawings. Recommendations j To ensure the requirements of the ANSI/TLA-222-G standards are met with the existing and I proposed loading in place,we have the following recommendations: 1. Coax lines must be installed as shown in Figure 1. 2. The RRH units should be installed directly behind the proposed antennas. 3. The future mounts for Verizon at 100' must be 12' lightweight T-Frames or equivalent. 3 2730 Rowland Road, Raleigh, NC 27615 Ph: (919)755-1012 Fax: (919)755-1031 info@fdh-inc.com Structural Analysis Report SBA Network Services, Inc. Site ID:MA01085-A August 14 2009 APPURTENANCE LISTING The proposed and existing antennas with their corresponding cables/coax lines are shown in Table 1. If the actual layout determined in the field deviates from this layout, FDH Engineering, Inc. should be contacted to perform a revised analysis. Table 1 —Appurtenance Loading Existing Loading: Centerline Antenna Elevation Coax and Lines' Carrier Mount Description 1 7 (1)718- (1)Pipe Mounts (1) 1-1/4" Arch (assumed) (1)Scala OG69-900K Omni 2 (1) 1-1/4- Sk el (1)Pipe Mounts ( ) (assumed) (1)Scala OGB9-900K Omni 3 Sk tel (1)Standoff yassumed (1) 10'x 2.5"Omni 4-15 130.41 (15) 1-5/8" Sprint (3) 12'Lightweight (6)RFS APXV86-906513-C T-Frames assumed 6 Decibel DB950F65T2E-M 16-27 120 (12)CSS DUO1417-959-00 (12) 1-5/8" Lingular (3)T-Frames 6 TMA's 28 117 (1) 1/2' WBZ (1)Standoff (1) 10'x 1.75"Omni 29-40 1002 (12) 1-5/8" Verizon (3) 12'Lightweight (12)Swedcom SE 9012 T-Frames 41 84.16 (1)7/8" Arch (1)Standoff (1)Decibel DB495-C Omni 42 64.373 (1) 1/2" Sprint Flush (1)Trimble 23620-20 GPS 43 55.87 (1) 1/4" Arch (1)Pipe Mount (1)Channel Master 3040646 Dish 44 20.15 (1) 1/4" --- Flush (1)Trimble 23632-20 GPS 1 See Figure 1 for coax location. 2 Currently, there is no loading installed at 100'for Verizon. According to information provided by SBA, Verizon may install up to (12) Swedcom SE 9012 antennas and (12) 1-5/8"coax at 100'. Analysis performed with the full leased loading in place. 3 Currently, Sprint has(1) 1/4"coax installed to 64.37'. According to information provided by SBA,Sprint may install(1) 1/2"coax at 64.37'. Analysis performed with the leased loading in place. Proposed Loading: Centerline Antenna Elevation Coax and Lines' Carrier Mount Description 1-4 144 (4) 1/2" (3)Andrew VHLP2.5 Dishes Clearwire (3)Standoffs 1 VHLP1 Dish 5-7 140 (3)7/8" (3)Argus LLPC310R 3 Samsung 2.5 GHz RRHs 4 2730 Rowland Road, Raleigh, NC 27615 Ph: (919)755-1012 Fax: (919)755-1031 info@fdh-inc.com Structural Analysis Report SBA Network Services, Inc. Site ID: MA01085-A August 14,2009 (1)12"FUTURE COAX FOR SPRINT TO 64.37' (1)7/8"EXISTING COAX FOR SKYTEL TO 135' ® (12)1-5/8"EXISTING COAX OO. FOR CINGULAR TO 129 00 0 00 (3)7/8"PROPOSED COAX 0 (4)12"PROPOSED COAX FOR CLEARIMRE TO 144'&140' • i•� • (12)1-518"FUTURE COAX FOR VERIZON TO 100' (15)1-5/8"EXISTING COAX ®®®�® 0 FOR SPRINT TO 130.41' ® 0 0 0 00 0 OO (1)1/4"EXISTING COAX TO 20.15' 00 O CLIMBING FACE (1)7/8"EXISTING COAX F 12"EXISTING COAX FOR WBZTO 117' (1)1/4"EXISTING COAX PROPOSED FOR ARCH TO 84.16'&55.87' (2)1-1/4"EXISTING COAX FOR ARCH&SKYTEL TO 155.74' =FUTURE O =EXISTING Figure 1 —Coax Layout 5 2730 Rowland Road, Raleigh, NC 27615 Ph: (919)755-1012 Fax: (919)755-1031 info@fdh-inc.com Structural Analysis Report SBA Network Services, Inc. Site ID: MA01085-A August 14,2009 RESULTS The following yield strength of steel for individual members was used for analysis: Table 2 Material Strength YieldMember Type Strength Legs 50 ksi(assumed) Diagonals 36 ksi(assumed) Horizontals 36 ksi(assumed) Table 3 displays the summary of the ratio (as a percentage) of force in the member to their capacities. Values greater than 100%indicate locations where the maximum force in the member exceeds its capacity. Note: Capacities up to 105%are considered acceptable. Table 4 displays the factor of safety for each guy level. Values less than 1.0 indicate overstressing. Table 5 displays the maximum foundation reactions. If the assumptions outlined in this report differ from actual field conditions, FDH Engineering, Inc. should be contacted to perform a revised analysis. Furthermore,as no information pertaining to the allowable twist and sway requirements for the existing or proposed appurtenances was provided,deflection and rotation were not taken into consideration when performing this analysis. See the Appendix for detailed modeling information Table 3—Summary of Working Percentage of Structural Components Section Elevation Component Size % Pass No� ft T • - •- Capacity— 11 11 52-146 Leg P2.5x.276 GR 18.5 Pass Diagonal L21/2x21/2x7/16 12.7 Pass Horizontal L31/2x4x7/16 5.8 Pass Top Girt L31/2x4x7/16 0.5 Pass Bottom Girt L3 1/2x4x7/16 3.6 Pass T2 146-136 Leg P2x0.30 GR 53.1 Pass Diagonal L13/4xl3/4x3/16 83.1 Pass 87.4 b Horizontal P2x.218 1.8 Pass Top Girt P2x.218 7.3 Pass Bottom Girt P2x.218 3.9 Pass T3 136-126 Leg P2x0.30 GR 71.1 Pass Diagonal L1 3/41 3/4x3/16 59.9 Pass Horizontal P2x.218 2.8 Pass Top Girt P2x.218 3.5 Pass Bottom Girt P2x.218 1.4 Pass T4 126-116 Leg P2x0.30 GR 74.0 Pass Diagonal L1 3/4x1 3/4x3/16 50.9 Pass Horizontal P2x.218 3.1 Pass Top Girt P2x.218 0.9 Pass Bottom Girt P2x.218 3.1 Pass 6 2730 Rowland Road, Raleigh, NC 27615 Ph: (919)755-1012 Fax: (919)755-1031 info@fdh-inc.com Structural Analysis Report SBA Network Services, Inc. Site ID: MA01085-A August 14,2009 Section Elevation o .. - • .- Size Capacity- T5 116- 106 Leg P2x0.30 GR 68.6 Pass Diagonal L1 3/4x1 3/4x3/16 69.1 Pass Horizontal P2x.218 1.5 Pass Top Girt P2x.218 3.2 Pass Bottom Girt P2x.218 4.0 Pass T6 106-96 Leg P2x0.30 GR 46.3 Pass Diagonal L13/4x13/4x3/16 102.0 Pass 103.7 b Horizontal P2x.218 2.4 Pass Top Girt P2x.218 4.4 Pass Bottom Girt P2x.218 13.8 Pass T7 96-90 Leg P2.5x.276 GR 48.4 Pass Diagonal L21/2x21/2x7/16 16.6 Pass Horizontal L31/2x4x7/16 11.2 Pass Top Girt L31/2x4x7/16 4.2 Pass Bottom Girt L3 1/2x4x7/16 6.1 Pass T8 90-80 Leg P2x0.30 GR 59.8 Pass Diagonal L1 3/4x1 3/4x3/16 50.2 Pass Horizontal P2x.218 1.9 Pass Top Girt P2x.218 4.6 Pass Bottom Girt P2x.218 1.9 Pass T9 80-70 Leg P2x0.30 GR 62.5 Pass Diagonal L1 3/4x1 3/4x3/16 31.5 Pass Horizontal P2x.218 1.9 Pass Top Girt P2x.218 2.0 Pass Bottom Girt P2x.218 1.1 Pass T10 70-60 Leg P2x0.30 GR 64.2 Pass Diagonal L1 3/4x1 3/4x3/16 23.0 Pass Horizontal P2x.218 1.9 Pass Top Girt P2x.218 1.0 Pass Bottom Girt P2x.218 1.1 Pass T11 60-50 Leg P2x0.30 GR 65.2 Pass Diagonal L1 3/41 3/4x3/16 38.4 Pass Horizontal P2x.218 2.0 Pass Top Girt P2x.218 1.9 Pass Bottom Girt P2x.218 2.0 Pass T12 50-40 Leg P2x0.30 GR 74.2 Pass Diagonal L1 3/4x1 3/4x3/16 48.5 Pass Horizontal P2x.218 2.0 Pass Top Girt P2x.218 2.8 Pass Bottom Girt P2x.218 8.3 Pass T13 40-30 Leg P2x0.30 GR 71.9 Pass Diagonal L1 3/4x1 3/4x3/16 24.8 Pass Horizontal P2x.218 2.2 Pass Top Girt P2x.218 3.2 Pass Bottom Girt P2x.218 1.1 Pass T14 30-20 Leg P2x0.30 GR 74.0 Pass Diagonal L1 3/4x1 3/4x3/16 15.1 Pass Horizontal P2x.218 2.2 Pass Top Girt P2x.218 1.0 Pass Bottom Girt P2x.218 1.1 Pass T15 20-10 Le P2x0.30 GR 76.7 Pass Diagonal L1 3/4x1 3/4x3/16 26.3 Pass 7 2730 Rowland Road, Raleigh, NC 27615 Ph: (919)755-1012 Fax: (919)755-1031 info@fdh-inc.com Structural Analysis Report SBA Network Services, Inc. Site ID: MA01085-A August 14,2009 Section Elevation • .• - • •- Size Capacity— Horizontal P2x.218 2.3 Pass Top Girt P2x.218 1.1 Pass Bottom Girt P2x.218 1.7 Pass T16 10-0 Leg P2x0.30 GR 79.8 Pass Diagonal L1 3/4x1 3/4x3/16 34.3 Pass Horizontal P2x.218 2.3 Pass Top Girt P2x.218 1.8 Pass Bottom Girt P2x.218 7.1 Pass `Capacities include 1/3 allowable increase for wind. "Diagonal Bolts assumed to be grade A325X. Table 4—Guy Wire Factor of Safety LevelGuy Factor. f Safety With Existing and Proposed Loading 152 ft 3/4" EHS 2.71 96 It 3/4" EHS 2.05 40 ft 1/2"EHS 2.88 Factor of Safety must be greater than or equal to 1.0 per ANSUTIA-222-G standards. Table 5—Maximum Base Reactions Existing and Proposed Loading Modification Design" Reaction Horizontal Vertical • Moment Tower Base 3 k 105 k 74 k-ft 40 k 274 k 111 k-ft Inner Anchor 34 k 27 k --- 28 k 28 k --- Outer Anchor 18 k 18 k --- 28 k 28k --- 1 Current analysis reactions are within an allowable factor of 1.35 when the original design reactions are based on an allowable stress design per ANSUTIA-222-G. 2 The reactions listed are from the combined forces from all guy wires at each respective anchor location. 3 Modification design reactions capacities determined by Sterling Engineering and Design Group, Ltd. (Report No.061- 697)Structural Analysis Report dated February 17,2005. Table 6—Maximum Antenna Rotations at Service Wind Speed (Proposed Antennas Only) Centerline Elevation (ft) Antenna Tilt(deg)* Twist de (3)Andrew VHLP2.5 0.0903 0.0277 144 (1)Andrew VHLP1 0.0903 0.0277 'Allowable tilt and twist values to be reviewed by Clearwire. 8 2730 Rowland Road, Raleigh, NC 27615 Ph: (919)755-1012 Fax: (919)755-1031 info@fdh-inc.com Structural Analysis Report SBA Network Services, Inc. Site ID: MA01085-A August 14,2009 GENERAL COMMENTS This engineering analysis is based upon the theoretical capacity of the structure. It is not a condition assessment of the tower and its foundation. It is the responsibility of SBA Network Services, Inc. to verify that the tower modeled and analyzed is the correct structure. If there are substantial modifications made to the appurtenance loading provided, FDH Engineering, Inc. should be notified immediately to perform a revised analysis. LIMITATIONS All opinions and conclusions are considered accurate to a reasonable degree of engineering certainty based upon the evidence available at the time of this report. All opinions and conclusions are subject to revision based upon receipt of new or additional/updated information. All services are provided exercising a level of care and diligence equivalent to the standard and care of our profession. No other warranty or guarantee, expressed or implied, is offered. Our services are confidential in nature and we will not release this report to any other party without the client's consent. The use of this engineering work is limited to the express purpose for which it was commissioned and it may not be reused, copied, or distributed for any other purpose without the written consent of FDH Engineering,Inc. 9 2730 Rowland Road, Raleigh, NC 27615 Ph: (919)755-1012 Fax: (919)755-1031 info@fdh-inc.com Structural Analysis Report SBA Network Services, Inc. Site ID: MA01085-A August 14,2009 APPENDIX 10 2730 Rowland Road, Raleigh, NC 27615 Ph: (919)755-1012 Fax: (919)755-1031 info@fdh-inc.com R•14a00ft Ra14aA0ft A-IN CC L F c � _ _113468.00flR i G 9 @# RR+=ff00. aAR -of 6PhtA 126_Oft R DESIGNED APPURTENANCE LOADING Lison TYPE ELEVATION TYPE ELEVATION COBB900K(SWltll 155.]4DB990F65T2E.M wMourt%pe/spd 13041 Sqe Mount BMntloR 111181nM9 155.74 UnNe�bl T-Frame Seclor Maut(CI Mr 120 ocesaaa((A.) 155.]4u- T-From¢Beotru Maul Ci 4 120 C BMe Mountft, R 1)(Arcfl) 1%74 TMA(CrgA6 120 VHIPI pbrwirel 41 12)TMA(0 ) 123 VHLP2.5 CManMrol 144 TMA(C1�4 1 VHLP25 CMerxire) 144 (4)W01417d5&OD wRdouM Pl Wr) 1M 109_Ofl VHLP2.5(DManvire t44 (dl W0141]95&OO wIMouM Pipe ICwMMat1 120 RRH UrM(peervnre) 140 4)W01417�00 wRaouM Pl - Mao 12(1 12RH UMtpean,Ne) 14 Umaual TFrwpe Seder Maul 120 Si4e MwrtSYeMOR(1j(CMawVe 140 toxt]5'-1 WBZ) 117 SideMwrt SlaMOR(1)(CMawire) t40 Side Nourt BdabR 1 117 aw Mwrt SMMbR(1)(CMawlre) 140 12 L�IdweigMTFromea(Vpepn) 100 LIPC310R w/moor!Rw(pearv4re) 140 12 LIgMveI9MT.Frerrec(Vm¢on) 100 9608 LLPC310R w/nquM- (Cleervdre) 140 4)SE 9312-DIN-.-p, t00 RRHUO(Ci-e). 140 12 L!Cp=NT-Fremea(Verson) 100 m m m m LLPC310R w/mount Clearvire 140 '4)SC 9012-0IwINouM% el¢wl 100 '� ® 1tlx25"OMni S 1 135 (4)SE 9012-0IN wRAaud%pe(Verset) 100 G MUM sMmuRlt 135 T-AmlPMRorm(ioryue Arm%Mhrtn e9 900R APXVBB-906513-Cw/pipe moved($xirf) 130.41 TaweA,m PMRmm o Nm%alrann) 98 vet? (2)APxV68-90ae13-D w/ mount(Spdrt) 130.d1 DB46-c(-) 9416 12L T-Frames lspmtl 1.41 Sitle Maurt BMnmR 1 Afc°) 8418 e 12L'Ww T-Frames(8 13J.d1 GPS S dnf 6437 F S 12 LI9 T-Fremes(S 13J.41 %pe Maurt lArth) 55.9] DB950F95T2E-M w44aW% (a.. 133.41 3040548 pM Am51 559] 2-.66 1Y nan[ISpdrt) 130.H GPS 20.15 90on 12)OB950F85T2E-M wINavN Pipe lSpdrtJ 130.M SYMBOL LIST $ Q MARK SIZE MARK SIZE A P2.Sx 278(CR) B L212Q 1/di7/18 MATERIAL STRENGTH 70 Oft GRADE Fy Fu GRADE F Fu a5nsa saw es. A35 3sr� sam _ TOWER DESIGN NOTES 1.Tower is located in Essex County,Massachusetts. 2.Tower designed for Exposure C to the TIA-222-G Standard. 3.Tower designed for a 105 mph basic wind in accordance with the TIA7222-G Standard. eoa n 4.Tower is also designed for a 40 mph basic wind with 1.00 in ice.Ice is considered to increase in thickness with height. 5.Deflections are based upon a 60 mph wind. 6.Grouted pipe Pc is 8 ksi 7.Tower model shown for analysis purposes only. 8.TOWER RATING:103.7% SOoft u 40.0R ?F� <G 99B�R mo-ft MAX.CORNER REACTIONS AT SASE: DOWN:73 UPLIFT 0 K SHEAR:6 K AXIAL 208 K zo.9 n SHEAR K_(J� KMOMENT 0 }1 kp4f TORQUE 0 klp-ft 40 mph WIND-1.0000 in ICE moft AXIAL 105 K MOMENT SHEAR 74 kip-ft 3K i6K i9K TORQUE 1 k1ft t } Dort REACUONS-105 mph KIND z3K��4 1eK o R=1-ft U 8 & a N y a _ _ FDH Engineering,Inc. °-North Andover,MA01085 A 2730 Rowland Road Pmleot 09-07148ES1 Raleigh,NC 27615 a�wrc_SBA Network Services -WITS ]np'd, rower anepei. Phone:919-755-1012 code'TIA-222-G D're08/14/09 scale:NTS FAX:919-7554031 PMR -9510E-1 T. Abutter to Abutter( ) Building Dept. ( ) Conservation ( ) Zoning ( ) Town of North Andover Abutters Listing REQUIREMENT: MCL 40A,section 11 statesin part"Parties In Interest as used In this chapter shall mean the petitioner, abutters,owners of land directly opposileon any public or private way,and abutters to abutters within three hundred(300)feet of the property line of the petitioner as they appear on the most recent applicable lax list,not withstanding that the land of any such owner is located In another city or town,the planning board of the city or town,and the planning board of every abutting city or town." Sublect Property MAP PARCEL Name Address 9&C 2 SBA Towers,Inc 0 Chestnut Street North Andover,MA 01845 Abutters Properties mailing Address; 5900 Broken Sound Parkway,NW Boca Raton,FL 33487 MaD Parcel Name Ad ress 98.A 30 Gerry Silva 10 Kara Drive North Andover,MA 01845 98.A 41 Vibha Shahi 82 Lisa Lane North Andover,MA 01845 98.A 42 Daniel Luterman 92 Lisa Lane North Andover,MA 01845 98.A 54 Joyce Realty Trust 32 Sandra Lane North Andover,MA 01845 98.A 55 Richard Shaheen 10 Sandra Lane North Andover,MA 01845 98.A 61 Dennis White 89 Lisa Lane North Andover,MA 01845 98.A 62 Jonathan Tessitore 103 Lisa Lane North Andover,MA 01845 98.A 63 Vincent Titone 135 Lisa Lane North Andover,MA 01845 98.A 64 Chongpak Kim 130 Lisa Lane North Andover,MA 01845 98.A 66 Thomas Brennan 122 Lisa Lane North Andover,MA 01845 98.A 67 Mark Mylan 112 Lisa Lane North Andover,MA 01845 98.A 75 John Hashem 176 Kara Drive North Andover,MA 01845 98.A 68 John Cadarette 81 Lisa Lane North Andover,MA 01845 98.A 84 Alan Swahn 95 Kara Drive North Andover,MA 01845 98.A 85 John Morrison 87 Kara Drive North Andover,MA 01845 98.A 86 Michael Gaiss 79 Kara Drive North Andover,MA 01845 98.A 87 Cory Glover 67 Kara Drive North Andover,MA 01845 98.A 88 Pratip Mukherjee 59 Kara Drive North Andover,MA 01845 98.A 89 David Alaimo 49 Kara Drive North Andover,MA 01845 98.A 90 Denise McManus 39 Kara Drive North Andover,MA 01845 98.A 91 Thaddeus Pullano 29 Kara Drive North Andover,MA 01845 98•A 92 Robert Gallahue 19 Kara Drive North Andover,MA 01845 98.A 93 Mary McKenzie 9 Kara Drive North Andover,MA 01845 98.A 94 Joel Israel 30 Kara Drive North Andover,MA 01845 98.A 142 Peach Tree Homeowners P.O.Box 864 North Andover,MA 01845 98.A 99 D L&M Ensign 62 Kara Drive North Andover,MA 01845 98.A 100 Dyke Morrissey 100 Kara Drive North Andover,MA 01845 98.A 101 Robert Sciaudone 78 Kara Drive North Andover,MA 01845 98.A 102 Thomas O'Connell 44 Kara Drive North Andover,MA 01845 98.A 110 Preston Hall 191 Kara Drive North Andover,MA 01845 98.A 143-1A Judith Minicuccl 90 Rea Street North Andover,MA 01845 98.A 143-1 B Donna Schelling 96 Rea Street North Andover,MA 01845 98.A 143-2A Norman Gill 92 Rea Street North Andover,MA 01845 98.A 143-213 Burrell Lowery 98 Rea Street North Andover,MA 01845 98.A 143-313 Dianne Shaheen 100 Rea Street North Andover,MA 01845 Date 2/19/2010 This certifies that the names appealing on the Page 1 of 2 records of the Assessors Qfflce as of /- Certified by: 46-1ate I Abutter to Abutter( ) Building Dept. ( ) Conservation ( ) Zoning ( ) Town of North Andover Abutters Listing REQUIREMENT: MGL 40A,Section 11 states In Part"Parties In Interest as used In this chapter shag mean the petitioner, abutters,owners of land directly oppositeon any public or private way,and abutters to abutters within three hundred(300)feet of the property line of the petitioner as they appear on the most recent applicable tax list,not withstanding that the land of any such owner is located In another city or town,the planning board of the c ty or town,and dte planning board of every abutting city or town." Subfect Prooq= MAP PARCEL Name Address 98.0 2 SBA Towers,Inc 0 Chestnut Street North Andover,MA 01845 Abutters Propertiesmailing address: 5900 Broken Sound Parkway,NW Boca Raton,FL 33487 Map Parcel Name Address 98.0 1 &69 John Carter 300 Chestnut Street North Andover,MA 01845 98.0 3 Evan M. Fortunato 440 Chestnut Street North Andover,MA 01845 98.0 38 David Breen 364 Chestnut Street North Andover,MA 01845 98.13 54 Henry Hamel 374 Chestnut Street North Andover,MA 01845 98.0 66 Nicholas DiRico 406 Chestnut Street North Andover,MA 01845 98.0 67 Robert Holmes 396 Chestnut Street North Andover,MA 01845 98.0 68 Steven Tryder 386 Chestnut Street North Andover,MA 01845 98.13 79 Stacey Furlong 2 Blueberry Hill Lane North Andover,MA 01845 98.0 80 Richard Pineau 395 Chestnut Street North Andover,MA 01845 98.0 81 Thomas Sheehan 405 Chestnut Street North Andover,MA 01845 98.0 82 Robert O'Brien 415 Chestnut Street North Andover,MA 01845 98,C 83 Robert Leonard 425 Chestnut Street North Andover,MA 01845 98.0 84 Laura Phair 435 Chestnut Street North Andover,MA 01845 98.0 109 Steven Sigel 352 Chestnut Street North Andover,MA 01845 98.0 110 Alexsander Roshi 416 Chestnut Street North Andover,MA 01845 98,C 114 Geraldine Laudani 450 Chestnut Street North Andover,MA 01845 98.0 115 Festus Adelabu 460 Chestnut Street North Andover,MA 01845 This certifies that the names appearing on the records of the Assessor © O ice as of Certified b . Date Date 2/18/2010 Page 2 of 2 LETTER OF AUTHORIZATION SITE No.: MA-BOS5493—MA1085 SITE NAME: MA1095-300 Chestnut ADDRESS: 300 Chestnut Street, North Andover, MA 01845 SBA Properties, Inc., owner of the above-described property, authorize Clear Wireless LLC (Clearwire) and/or their agent, to act as nonexclusive agent for the sole purpose of filing and consummating any land use or building permit application(s) necessary to obtain approval of the applicable jurisdiction for Clearwire's modification and/or installation of telecommunications equipment at the above-described property. I understand that this application may be denied, modified or approved with conditions, and that any such conditions of approval or modifications will be the sole responsibility of the carrier and will be complied with prior to issuance of a building permit. Signature: c9 Print Name: _ rV ��E ��t LA.v� Title: PLOJW'%V( `� �' 4400 CWHIon Point awax: (rnz rna Khldand,WA 98033 425216.7600 1 425.216.7400 'www.CkWW1re om February 9,2009 Re: Clearwire LLC-Leasing,Zomig and Peraltting Authorization To whom it may concern, I Please be advised that Goodman Networks is performing work for Clearwire US LLC ("Clearwire") in the Boston, MA market. Clearwire hereby authorizes Goodman Networks to act on behalf of Clearwire for the sole purpose of leasing and acquiring zoning and permit approvals to ensure Clearwire's ability to construct and operate its broadband services network. This authorization shall not be construed as a commitment of any type,and all final terns will be subject to Clearwire's approval. Sincerely, CLEARWIRE US LLC i s John A. Storch VP Network Deployment it i HIGH-SPEED INTERNET MADE SIMPLE.WAY SIMPLE. 1 Product Data Sheet LLPX31OR 2300-2700MHz Remote Tilt Panel Antenna Electrical Specifications Frequency Range 2300-2700 MHz/2300-2700 MHz Gain 17.3 dBi 2.4 GHz18 dBi 2.6 GHz Return Loss > 15 dB Polarization Dual Slant±450 Horizontal Beamwidth 650 Vertical Beamwidth 6.50 with nullfill Electrical Downtilt 00 - 100 independently continuously adjustable Upper Sidelobe Level <-18 dB Front to Back Ratio >30 dB Isolation Between Ports >30 dB Power Rating 25OW Impedance 50 ohm Lightning Protection DC grounded Connector Type N-Type female or 4.1-9.5 DIN RET Type Internal motor&manual override RET Interface AISG 2 Remotely upgradeable RET Connector Single AISG 8 pin male Mechanical Specifications Antenna Dimensions 1070x300x115 mm Packed Dimensions 1200x330x200 mm Antenna Weight 13 kg Radome Material Polyester Fibreglass pultrusion Maximum Environmental Ratings Humidity 95%RH @+30°C Lateral Loading (Front) 0.45 kN @ 160 km/h Lateral Loading (Rear) 0.48 kN @ 160 km/h Rain 140mm per hour Rated Wind Velocity 200 km/h Temperature -400C to+70°C Mounting Options Product Options F-042-GL-E Fixed Clamps T-045-GL-E Adjustable Clamps LLPX31 OR N-Type female LLPX31 OR-D 4.1-9.5 DIN 90 90 120 60 1211 BQ 150 � 30 150 � u� 3 : 30 o 0 + 0 -15 -15. -30 � x 12 P -60 w so Azimuth Elevation Last Updated:27-03-2009 � i •u. t: 1 e - - t 1 a � G �4 yy W y Dr u n c3 � is I ' I+ IN HIGH PERFORMANCE ANTENNAS DIAMETER: 0.6 m ELECTRICAL SPECIFICATIONS A-ANT-1IG-2-C A-ANT-12G-2-C A-ANT-13G-2-C A-ANT-15G-2-C A-ANT-18G-2-C A-ANT-23G-2-C A-ANT-26G-2-C A-ANT-28G-2-C A-ANT-38G-2-C Frequency Band, GHz 10.7-11.7 12.2-12.7 12.7-13.25 14.25-15.35 17.7-19.7 21.2-23.6 24.25-26.25 27.3-31.3 37.0-40.0 Bottom Band Gain, dBi 34.2 34.8 35.6 36.8 38.2 39.7 40.7 41.8 44.0 Mid Band Gain,dBi 34.5 35.2 35.8 37.0 38.6 40.2 41.1 42.2 44.3 Top Band Gain,dBi 34.8 35.6 36.0 37.3 39.0 40.7 41.5 42.7 44.7 Beamwidth,degrees 3.4 2.8 2.8 2.4 2.1 1.7 1.5 1.3 1.0 Front/Back,dB 55.0 62.0 62.0 64.0 67.0 66.0 68.0 68..0 66.0 XPD,dB 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 Return Loss,dB 16.1 16.1 16.1 16.1 16.1 16.1 16.1 16.1 16.1 Pattern ETSIlass Class 17 R1C2 R1C3 R2C3 R2C3 R3C3 R4C3 R4C3 R5C3 Class FCC Part 101 Cat B MVDDS Cat A Cat A Cat A Cat A Antenna Pattern RPE-74-000119-02-01 RPE-74-000120.02-02 RPE-74-000120-02-01 RPE-74-000121-02-01 RPE-74-000066-02-01 RPE-74-000067-02.01 RPE-74-000068-02.01- RPE-74-000125-02-01 RPE-74-000126-02-01 OUTLINE DIMENSIONS A Antenna Dimensions,mm(in) A 663 (26.10) B 358 (14.10) Suitable for C 72 (2.80) moueft to aD 143 (5.60) 65 M 115MM 33S (13.20 ' ( )e E ) Not SPPKe 1 B E I G Antenna Fine Adjustment Fine Azimuth t 10° Fine Elevation t 25° ✓yJ} � B i Actual antenna appearances may differ from shown. i HIGH PERFORMANCE ANTENNAS —DIAMETER: 0.6 M WIND FORCES The axial,side and twisting moment forces provided are maximum loads applied to the tower by the antenna at a wind survival speed of 200 km/h(125 mph).In every instance they are the result from the most critical direction for each parameter.The individual maximums may not occur simultaneously.All forces are referenced to the antenna mounting pipe. Antenna Axis FA f Axial Force Fa max 682 N Side Force FS max 317 N M A-7 Moment Mr max 244 N f 1 FS Top View Antenna Weights Including Mount Net Weight,kg 12.3 Antenna Packed Weights(Gross) Gross Weight,kg 21.7 Antenna Dimensions(Single Unit Pack) Dimensions,cm(in) 71 x 71 x 61 (29 x 29 x 27) Draao ' Connect with us today! 600-411 Legget Drive Ottawa,Ontario,Canada,K2K 3C9 Tel:613-599-9991 Fax:613-599-4225 n asales@d ragonwaveinc.com emeasales@dragonwaveinc.com www.dragonwaveinc.com Information subject to change without notice.DragonWaveT and AirPairTM are registered trademarks of DragonWave Inc. . 1 p DragonWave HIGH PERFORMANCE ANTENNAS DIAMETER: 0.75 m ELECTRICAL SPECIFICATIONS A-ANT-11G-2.5-C A-ANT-12G-2.5-C A-ANT-13G-2.5-C A-ANT-15G-2.5-C A-ANT-18G-2.5-C A-ANT-23G-2.5-C A-ANT-26G-2.5-C Frequency Band,GHz 10.7-11.7 12.2-12.7 12.7-13.25 14.25-15.35 17.7-19.7 21.2-23.6 24.25-26.25 Bottom Band Gain,dBi 36.8 37.4 38.2 39.3 40.5 42.5 43.7 Mid Band Gain,dBi 37.5 37.8 38.4 39.7 41.0 43.0 44.1 Top Band Gain,dBi 38.1 38.2 38.6 40.1 41.4 43.4 44.5 Beamwidth,degrees 2.1 2.0 2.1 1.8 1.5 1.2 1.0 Front/Back,dB 63.0 65.0 65.0 68.0 69.0 72.0 72.0 XPD.dB 30.0 30.0 30.0 30.0 30.0 30.0 30.0 Return Loss,dB 17.7 17.7 17.7 17.7 17.7 17.7 17.7 Pattern ETSI EN302217 Class R1C3 R1C3 R2C3 R2C3 R3C3 R4C3 FCC Part 101 Cat A MVDDS&Cat B - Cat A Cat A Cat A Antenna Pattern RPE-74-000119.06-01 RPE-74-000120.06.02 RPE-74-000120-06-01 RPE-74-000121-06.01 RPE-74-000066-06-01 RPE-74-000067-06-01 RPE-74-000068-06-07 OUTLINE DIMENSIONS " Antenna Dimensions,mm(in) ! A 485.30 (19.1) B 244.75 (7.2) R. « "• C 57.60 (2.3) D 889 (35.00) E 418 (16.5) F 91.70 (3.6) G 184 (7.2) t ' Antenna Fine Adjustment Fine Azimuth t 10° E Fine Elevation t 25° e , I� Actual antenna appearances may differ from shown. k HIGH PERFORMANCE ANTENNAS —DIAMETER: 0.75 M WIND FORCES The axial,side and twisting moment forces provided are maximum loads applied to the tower by the antenna at a wind survival speed of 200 km/h(125 mph).In every instance they are the result from the most critical direction for each parameter.The individual maximums may not occur simultaneously.All forces are referenced to the antenna mounting pipe. Antenna Axis FA h l M Axial Force Fa max 1500 N 1 Side Force F,max 743 N ' -- Moment MT max 673 N F; f Top View Antenna Weights Including Mount Net Weight,kg 21.6 Antenna Packed Weights(Gross) Gross Weight,kg 30 Antenna Dimensions(Single Unit Pack) Dimensions,cm(in) 90 x 90 x 65(35.5 x 35.5 x 25.0) Connect with US today! 600-411 Legget Drive Ottawa,Ontario,Canada,K2K 3C9 Tel:613-599-9991 Fax:613-599-4225 nasales@dragonwaveinc.com emeasales@d ragonwaveinc.com www.dragonwaveinc.com Information subject to change without notice.DragonWaveTM and AirPairTm are registered trademarks of DragonWave Inc. V X x ---------------- Ln �v xagmlll1 OR sz f s ZP NNIIA'Illli� R�.".,.�," kz W cox,. : x R • r tr DDB UNLIMITED INC. R7-54DXCW Each unit is marked and conforms to UL STD 60950-1(ITE)and UL STD 1008(manual transfer) GENERAL Weights: 1254 Lbs.Assembled 1309 Lbs.shipping weight Doors: Two-secured by three point locking system Locks via customer supplied padlocks Sealed with 13/16"aluminum filled gaskets Materials:55 0.125"ALUMIFLEX Finish:Flat aluminum RF properties:Non-ferrous ,_. Handles. Stainless steel Exterior Screws: Stainless with NEMA washers&nylon locking nuts RACKING SPECIFICATIONS Rails:' Two standard(For additional rails see accessories) Alodine coated Holes tapped to 10 x 32 threads Each rail supported by three R-STRUTS 0.125"material(ALUMIFLEX) Spacing: I9"EIA STANDARD Positioning: -All rails are fully adjustable from front to rear Inside Vertical Hei ht•,I, 53 3/4"inches Usable Rack Units f 28 RU(+1 ''/2"additional in bottom for battery) Useable Depth:.Maximum 21 '/z" Minimum 19 3/4"(See below) DOOR OPENING CLEARANCE Width: 19'/2 inches Height: 49 13/16" inches EXTERIOR CABINETDI-NIENSIONS Main Body:' Width:25 1/2 inches Height:54 1/4 inches Depth:25 1/4 inches Alumishield:' Width:28 1/16 inches ]Hang down height: 13/4 inches Depth:27 1/4 inches Handles: Protrude 1 7/8 inches Total Space Occupied: Width:28 1/16 inches Height:54 1/2 inches Depth:29 inches 7- INSIDE CLEARANCE LESS RAILS Width: 23 5/8 inches Height:° 54 inches _ Depth: Seeracking specifications RATINGS NEMA CLASS:250 TYPE 4X DDB UNLIMITED INC. R7-54DXCW Accessories: R7-54DXCW comes with the following: • Side-wall mounted 4000BTU air-conditioner with 400 watts of heat. • 26"H x 22"W x 10"D side spool-up box with removable plywood back- plate and 10"insulated copper ground-bar.There is a 2"cable pass- through sealed with a hand drilled rubber stopper. • A 10OAmp main,8 space load-center with a side-mounted 30Amp generator plug with manual transfer switch.Interior electrical includes junction box tied via conduit to I l Ov quad receptacle and a 220v twist lock receptacle. • 18"fluorescent lightbar. • Front&rear doors are equipped with door alarm switches and wind- locks. • Interior of enclosure is lined with R3.3 closed cell foam insulation. • Rail screws and pad mounting hardware included. • Custom pallet for shipping and storage. PERIOD: 115 YEARS-UNCONDITIONAL (800)753-8459, or (405)665-2876 sales@ddbunlimited.com Copyright©2000- DDB Unlimited INC. -All rights reserved ,ULS License - Broadband Radio Service License -B051 -NSAC, LLC Page 1 of 2 ULS License Broadband Radio Service License - B051 - NSAC, LLC Call Sign B051 Radio Service BR - Broadband Radio Service Status Active Auth Type Regular Dates Grant 04/10/2006 Expiration 03/28/2016 Effective 06/11/2009 Cancellation Buildout Deadlines 1st 2nd Notification Dates 1st 2nd Licensee FRN 0003768553 Type Limited Liability Company Licensee NSAC, LLC P:(202)330-4011 815 Connecticut Avenue, NW, Suite 610 F:(202)330-4008 Washington, DC 20006 E:nadja.sodoswallace@clearwire.com ATTN Nadja Sodos-Wallace Contact Clearwire Corporation P:(202)330-4011 F:(202)330-4008 815 Connecticut Avenue, NW, Suite 610 E:nadja.sodoswallace@clearwire.com Washington, DC 20006 ATTN Nadja Sodos-Wallace Broadband Radio Service and Educational Broadband Service Information Will the requested facilities be used to provide multichannel No video programming service? If the answer to the above question is yes, does applicant operate, control or have an attributable interest (as defined in Section 27.1202 of the Commission's Rules) in a cable television system whose franchise area is located within the geographic service area of the requested facilities? Does the applicant comply with the programming requirements contained in Section 27.1203 of the Commission's Rules? Geographic Service Area Authorization BTA Market BTA051 Type Boston, MA Channel Plan/Channel Number Information Channel Plan Channel Number New BRS1 002496.00000-002502.00000 MHz http://wireless2.fcc.gov/UlsAppiUlsSearch/license jsp;JSESSIONID ULSSEARCH=cPvV... 8/14/2009 y ULS License - Broadband Radio Service License -B051 -NSAC,LLC Page 2 of 2 New BRS2 002618.00000-002624.00000 MHz New E1 002624.00000-002629.50000 MHz New E2 002629.50000-002635.00000 MHz New E3 002635.00000-002640.50000 MHz New E4 002608.00000-002614.00000 MHz New F1 002640.50000-002646.00000 MHz New F2 002646.00000-002651.50000 MHz New F3 002651.50000-002657.00000 MHz New F4 002602.00000-002608.00000 MHz New H1 002657.00000-002662.50000 MHz New H2 002662.50000-002668.00000 MHz New H3 002668.00000-002673.50000 MHz Ownership and Qualifications Radio Service Type Fixed, Mobile Regulatory Status Non-Common Interconnected Yes Carrier Alien Ownership The Applicant answered "No" to each of the Alien Ownership questions. Basic Qualifications The Applicant answered "No" to each of the Basic Qualification questions. Tribal Land Bidding Credits This license did not have tribal land bidding credits. Demographics Race Ethnicity Gender http://wireless2.fcc.gov/UlsApp/UlsSearch/license jsp;JSESSIONID ULSSEARCH=cPvV... 8/14/2009 REFERENCE COPY This is not an official FCC license.It is a record of public information contained in the FCC's licensing database on the date that this reference copy was generated.In case ,where FCC rules require the presentation,posting,or display of an FCC license,this document may not be used in place of an official FCC Federal Communications Commission Wireless Telecommunications Bureau a RADIO STATION AUTHORIZATION PC,- LICENSEE: LICENSEE:NSAC,LL Call Sign File Number ATTN:NADJA SODOS-WA B051 0003861322 NSAC,LLC Radio Service 815 CONNECTICUT AVENUE, 0 BR-Broadband Radio Service WASHINGTON,DC 20006 Regulatory Status Non Common Carrier FCC Registration Number(FRN): 0003 553 FGrant Date Effect' a Expiration Date Print Date 04-10-2006 706-1 0 03-28-2016 06-12-2009 Geographic Service Area: BTA 051 Boston,MA Channel Plan: Channel Number: uency: New BRS1 96.00000000-002502.00000000 MHz New BRS2 618.00000000-002624.00000000 MHz New El 0 000000-002629.50000000 MHz New E2 29. 0000-002635.00000000 MHz New E3 2635. 0000-002640.50000000 MHz New E4 .0 0-002614.00000000 MHz New F1 00264 -002646.00000000 MHz New F2 00264 0 002651.50000000 MHz New F3 00265 -002657.00000000 MHz New F4 002602.00 000-002608.00000000 MHz New Hl 002657.00000000-0 0000 MHz New H2 002662.50000000- 8.00 00 MHz New H3 002668.00000000 2673.500 0 MHz Conditions: Pursuant to§309(h)of the Communications Act of 1934,as amended,47 U.S.C. §309(h),thi bject to the following conditions: This license shall not vest in the licensee any right to operate the station nor any ri e the frequencies designated in the license beyond the term thereof nor in any other manner than authorized herein. Ne' rise nor the right granted thereunder shall be assigned or otherwise transferred in violation of the Communications 934, ended. See 47 U.S.C.§310(d). This license is subject in terms to the right of use or control conferred by§70 om at' ns Act of 1934,as amended. See 47 U.S.C.§606. This license may not authorize operation throughout the entire geographic area or spectrum identified on the h y v ion. To view the specific geographic area and spectrum authorized by this license,refer to the Spectrum and M n under the Market Tab of the license record in the Universal Licensing System(ULS). To view the license recd e ULS homepage at http://wireless.fcc.gov/uls/index.htm?job=home and select"License Search". Follow the instructions on how to search for license information. FCC 601-ED/BR Pagel of 2 April 2009 Goodman NetW6'ik�;'- Network Knowlec ge- Dellve`��EE i -6 PH 1' 3 C" Plea I copies and return n copyo'iViary Ippolito. April 1, 2010 'Thank you. Ms.Judy Tymon,AICP Town Planner Town of North Andover Planning Department 1600 Osgood Street North Andover, MA 01845 RE: Clear Wireless LLC Application for a Special Permit at 300 Chestnut Street and 203 Turnpike Street Dear Ms.Tymon, Goodman Networks, on behalf of Clear Wireless LLC,is currently scheduled to have the public hearings on their applications for a Special Permit at the above referenced properties at the April 6,2010 meeting of the North Andover Planning Board. I respectfully request that the hearings for these two applications be continued until the April 20th meeting of the Planning Board. Please do not hesitate to contact me should you have any questions and thank you for your continued assistance. Regards, David C.Torres, Esq. Goodman Networks 30 Main Street, 1nd Floor Ashland, MA 01721 (214)478-3516 dtorres@goodmannetworks.com I Bldg. ZBA Con/Com Health - Fire Chief Police Chief Town Clerk` DPW/Engineers Surrounding Towns Planning Town of North Andover Office of the Planning Department Community Development and Services Division LEGAL NOTICE PUBLISHED ON: TUESDAY March 16, & March 23, 2010 In accordance with the provisions of M.G.L. Chapter 40-A, Section 11, the North Andover Planning Board will hold a public hearing as follows: Purpose of Public Hearing: Application for a Special Permit under Section, 8.9 and 10.3 of the North Andover Zoning bylaw. Special Permit for 300 Chestnut Street for installation of Wireless Service Facility consisting of six antennas and one equipment cabinet., Map 098, parcel 002, within R-3 zoning district.Owner of land: SBA Properties, Inc., 5900 Broken Sound Parkway N.W., 2"d floor, Boca Raton, FL 33487 Special Permit for 203 Turnpike Street for installation of Wireless Service Facility consisting o four antennas and one equipment cabinet. , Map 025, parcel 100, within B-4 zoning district. Owner of land: North Andover Office Park Condominium Trust, 93 Union Street, Suite 315, Newton Center, MA 02459 Applicant/Petitioner: Clear Wireless LLC, 4400 Carillon Point, tGrldand, WA 98033 Public Hearing Date & Time: Tuesday, April 6, 2010 & 7:00 pm Location of Public Hearing: North Andover Town Hall, 120 Main Street, North Andover, MA 01845; 2nd floor conference room. John Simons, Chair, North Andover Planning Board All interested persons may appear and be heard. Those interested in viewing the application materials should contact the North Andover Planning Department at (978) 688-9535, located at 1600 Osgood Street, North Andover, MA. TOWN OF NORTH ANDOVER OFFICE OF THE PLANNING DEPARTMENT Town of North Andover Office of the Planning Department Community Development and Services Division PUBLISHED ON: TUESDAY March 16, & March 23, 2010 In accordance with the provisions of M.G.L. Chapter 40-A, Section 11, the North Andover Plannino Board will hold a public hearing as follows: Purpose of Public Hearing:Application for a Special Permit under Section, 8.9 and 10.3 of the North Andover Zoning bylaw. Special Permit for 300 Chestnut Street for installation of Wireless Service Facility consisting ofsix antennas and one equipment cabinet., Map 098,parcel 002, within R-3 zoning district. Owner of land: SBA Properties,Inc, 5900 Broken SoundParkway N.W.,2nd floor, Baca Raton, FL 33487 Special Permit for 263 Turnpike Street for installation of Wireless Service Facility consisting of fourantennas and one equipment cabinet, Map 025, parcel 100, within 13-4 zoning district. Owner of land:North Andover Office Park Condomini Applicant/Petitioner:Clear Wireless LLC, 4400 Carillon Point, Kirkland, WA 8033 Public Hearing ate&3Tm�e:u15esday, Aprilon Center�6,2020 - 7:00 Pm Location of Public Hearing:North Andover Town Hall, 120 Main Street, North Andover, MA 01845, 2nd floor confer John ence room.Simons, Chair; North Andover Planning Board All interested persons may appear and be heard. Those interested in the Andover, MA.ET 3/16, 3/23/1D application materialsshould contact the North Andover Planning Department at {978) 688-9535, located a; 1606 Osaood5trviewing North ing 01 2]03 C--'--'C 24 PiCOI'MONWEALTH OF MASSACHUSETTS FSSX COUNTY - ESSEX COUNTY SUPERIOR COURT DEPT. PARTIES: Steven Tryder vs. North Andover Planning Board: Timothy Siebert, Richard Nardella, John Simons, Richard Rowen, Alberto Angles, Lincoln Daley and Land Owners: Jack E. Carter & Raymond B. Agler and Petitioner: Sprint Spectrum, L.P. FACTS: Parties are legal residents of North Andover and abutters to the site located at 300 Chestnut Street, North Andover. The North Andover Planning Board is authorized to issue special permits for wireless facilities in the Town. Sprint has applied for a renewal of a special permit at 300 Chestnut Street which expired in 2003. SPRINT has violated the conditions of their original special permit and the Parties believe that this installation imposes visual blight on the neighborhood, diminishes the use and value of their property, and affects their ability to resell due to its location in the middle of a residential neighborhood less than 300 feet from their homes where the legal setback is 600 feet. The North Andover Planning Board held hearings on 8/2/07 thru 11/20/07 and plaintiffs objected to issuing of a renew l_ due to expiration of the original permit, failure to comply with bylaw requirements, and failure to obtain a new variance from the Zoning Board of Appeals. The Planning Board granted the special permit on November 20, 2007 and filed it with the Town Clerk's Office on December 4, 2007. A COPY OF THE PERMIT IS ATTACHED. The issuance of the special permit exceeds the authority of the Planning Board and was arbitrary and capricious. PRAYER FOR RELEASE: Whereby the Plaintiffs request that this Court annul the special permit awarded by the Planning Board of North Andover. Signe Date: df C. Z 2-00 7 Steven Tryder pro se FILED 386 Chestnut Street FOR H SUPERIOR i f URT North Andover, MA 01845 ESSEX DEC 2 4 2007 < ... 4e CLERK fed OFF r NORTH Town of North Andover O y,a.•e a Office of the Planning Department a Community Development and Services Division," G E`V ED Osgood Landing _. C 1600 Osgood Street Building#20,Suite 2-36 2-01 DEC --4 PM 1: 27 Lincoln Daley North Andover,Massachusetts 01845 T . own Planner !�, - P 978 6 r:,RTt� _� ( ) 88-9535 MA S IS AA C <1�c-7 l 3 F(978)688-9542 NOTICE OF DECISION Any appeal shall be filed within(20)days after the date of filing this Notice in the office of the Town Clerk. Date:December 3,2007 Date of Hearings: August 2,2007 thru November 20,2007 Date of Decision: November 20,2007 Petition of: Sprint Spectrum,L.P. Sprint Nextel 9 Crosby Drive Bedford,MA 01730 Premises Affected: 300 Chestnut Street,Map 98C,Parcel 2 within the R-3 Zoning District. Referring to the above petition fora Renewal of a Site Plan Review Special Permit, from the requirements of the North Andover Zoning Bylaw, Section 8.3, 8.9, and 10.3. Renewal of a Special Permit for the operation of an existing wireless communication facility within the R-3 zoning district. At a public hearing given on the above date the Planning Board voted to APPROVE a Renewal of a Site Plan Review Special Permit based on the following conditions: Signed: - lKlf of John Simons, A ing Chairman Richard Rowen Alberto Angles, Clerk Timothy Seibert BOARD OF APPEALS 688-9542 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-95-00 PLANNING 688-9535 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit The Planning Board herein approves the Special Permit Renewal so as to allow the applicants to 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 renewal is granted pursuant to Massachusetts General Law, Chapter 40A and Section 8.9.12 of the North Andover Zoning Bylaw, and will extend the above referenced Special Permit for a period three years. This Special Permit Renewal was requested by Sprint Spectrum LP, P.O. Box 614, Stowe, VT 05672. The application and additional documentation as cited herein was filed with the Planning Board on August 3,2007. During the review process,the Applicant and its professional consultants also submitted various revisions to the plans along with various supplemental memoranda and correspondence in response to requests by the Planning Board, and by the various departments within the Town of North Andover that reviewed the project. All of these plans, reports and correspondence are contained in the Planning Board's files and are hereby incorporated by reference into the public record for this hearing. The Planning Board makes the following findings as required by the North Andover Zoning Bylaw Section 8.9: FINDINGS OF FACT: I. The specific site is an appropriate location for the project as it is collocated on an existing wireless location. 2. The use as developed will not adversely affect the neighborhood as indicated by the submittals and reports referenced at the end of this decision in Condition 415. 3. The carrier has demonstrated that the continuation of the facility is necessary in order to provide adequate service to the public as indicated by the submittals and reports referenced at the end of this decision in Condition#15. 4. The plan meets the requirements of the Wireless Service Facilities By-law section 8.9,with the exception of the waivers granted hereby and listed in Condition#I4. 5. Adequate and appropriate facilities will be provided for the proper continued operation of the proposed use. The lattice structure,antennas cables and equipment area are described in detail on the plans and reports referenced herein. Each carrier's proposed equipment shelter will be an unoccupied,unmanned, specialized area for the wireless communications equipment. 6. The Radio-Frequency emissions of the facility meet applicable FCC guidelines and regulations. 7. The application is for the renewal of the Special Permit and as such,no new structures,antennas, cables, or equipment will be constructed or installed. Finally,Planning Board find that the project is in harmony with the general purpose and intent of the Town of North Andover Zoning Bylaw and generally complies with the requirements of the Bylaw as listed in Section 8.3, 8.9,and 10.3,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: 1 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit SPECIAL CONDITIONS: 1. Discontinuance Abandonment a At such time that a licensed Gamer pians 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 s ontmuation 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 (b) 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 gstructure,damage from transmissions ssio ns and other site Irabilrtres. 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 2 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit 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. Said information shall be submitted by July I of each year. 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) 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 renewal, 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) The applicant shall submit to the SPGA within 90 days of the issuance of the Special Permit renewal, 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 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. 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 flagpole-style monopole and maintenance of the buffer and landscaping,as applicable. e) The applicant shall provide the necessary escrow accounts and insurance as required in the above sections. f) A certified copy of the recorded decision must be submitted to the Planning Department. 3 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit g) 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. 4. Prior to the fmal 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. 5. In an effort to reduce noise levels, the carriers shall keep their respective equipment in optimum working order, through regular maintenance, any and all equipment that shall emanate sounds from the structures or site. 6. No equipment or other equipment that will emanate noise-exceeding levels cited herein shall be places on the exterior of the structure. Such equipment shall be enclosed as shown on the plans. 7. 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. 8. The original Special Permit granted on May 16, 2000 and approved site plans referenced in Condition #15 by the Planning Board are herein incorporated by reference. The applicant and its successors shall comply with any/all terms and conditions of the said Special Permit. 9. The provisions of this approval shall apply to and be binding upon the applicant, its employees and all successors and assigns in interest or control 10. The applicant shall immediately inform the Planning Department in writing of any/all changes in name, company ownership,and contact information. 11. 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. 12. 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. 13. In accordance with Section 8.9.12 of the Zoning Bylaw,this Special Permit approval shall be deemed to have lapsed after three(3)years from the date permit granted,that date being November 20,2007. Prior to the expiration date of the renewed special permit,the applicant and its successors shall file a Renewal application. 14. The following waivers were granted in determining this decision: a. Section 8.9(5)(d)(ii)(4)—Map showing other preexistent and approved wireless service facilities in North Andover and outside North Andover within one milts of its boundary. b. Section 8.9(5)(d)(ii)(5)—GPS or equivalent system locating by latitude and longitude wireless service facilities. 4 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit c. Section 8.9(5)(d)(iii)(3)—Tree cover on the subject property and all properties directly abutting the subject property,by dominant species and average height. d. Section 8.9(5)(d)(iii)(4)—Outline of all existing buildings,including purpose on subject property and all properties adjacent to the subject property. e. Section 8.9(5)(d)(iii)(8)—Identify the distances,at grade;from the proposed wireless service facility to each building on the vicinity plan. f. Section 8.9(5)(d)(iii)(9)—Contours at each 2 feet AMSL for the subject property and adjacent properties within 300 feet. g. Section 8.9(5)(d)(iii)(12)—Line representing the sight line showing viewpoint and visible point from"Sight Lines"subsection below. h. Section 8.9(5)(d)(iv)—Sight Lines and Photographs: i. Section 8.9(5)(d)(vii)(3)—Letter from the Massachusetts Department of Health approving the location of the site. 15. The following information shall be deemed part of the decision: a) Plan titled: Sprint PCS Site Name: SBA Tower 300 Chestnut Street N.Andover,MA BS33XC422F Prepared for: Sprint Spectrum L.P. P.O.Box 614 Stowe,VT 05672 Prepared by: Bay State Design Associates,Inc. 266 Summer Street Boston,MA 02210 Dated: December 12, 1999,Revised 1/28/00,3/15/00,4/4/00,4/19/00 Sheets: T-1,C-1 through C-3,A-1, S-1 through S4,E-2 through E4. b) Application: Application for the renewal of a Special Permit Under Sections 8.9 and 10.3 of the North Andover Zoning Bylaw 300 Chestnut Street,North Andover Map 98C,Lot 001 (the"Property") Prepared for: Sprint Spectrum L.P.and its affiliate Nextel Communications of the Mid-Atlantic,Inc.(the"Applicant") Prepared by: Prince,Lobel,Glovsky&Tye LLP 100 Cambridge Street, Suite 2200 Boston,MA 02114 Dated: August 3,2007 Pages: Tab A, Tab B,Tab C c) Application: Response Memorandum And Request For Waivers Under Sections 8.9 and 10.3 of the North Andover Zoning Bylaw 5 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit 300 Chestnut Street,North Andover Map 98C,Lot 001 (the"Property") Prepared for: Sprint Spectrum L.P.and its affiliate Nextel Communications of the Mid-Atlantic,Inc.(the"Applicant") Prepared by: Prince,Lobel,Glovsky&Tye LLP 100 Cambridge Street, Suite 2200 Boston,MA 02114 Dated: November 1,2007 Pages: Tabs l through 4 d) Report: Radio Frequency Field Survey Site Number: BS23XC422 Site ID:MA2105 Site Name:Den Rock Park Site Address: 300 Chestnut Street,North Andover MA 01845 Prepared for: Sprint Spectrum L.P. P.O.Box 614 Stowe,VT 05672 Prepared by: C2 Systems 136 Harvey Road Londonderry,NH 03053 Dated: August 3,2007 Pages: 1 through 47 e) Report: Environmental Sound Levels Evaluation Sprint Spectrum Proposed Addition to Existing Wireless Communications Facility MA-2105,300 Chestnut Street,North Andover,MA Prepared for: Sprint Spectrum L.P. P.O.Box 614 Stowe,VT 05672 Prepared by: Cavanaugh Tocci Associates,Incorporated 327 F Boston Post Road Sudbury,MA 01776 Dated: July 24,2007 Pages: 1 through 12,Appendix A,Appendix B,Appendix C f) Report: Structural Analysis Report 152' Guyed Tower North Andover,Massachusetts Nextel Site#MA 2105;Den Rock Park Prepared for: General Dynamics Information Technology,Inc. Prepared by: All-Points Technology Corporation 150 Old Westside Road North Conway,New Hampshire 03860 Dated: October 26,2007 Pages: 1 through 6,Appendix A,Appendix B,Appendix C g) Report: Structural Analysis for SBA Network Services,Inc. 6 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit 150' Guyed Tower Site Name: North Andover,Massachusetts Site ID: MAO I085-A FDH Project Number 07-0335E Prepared for: SBA Network Services,Inc. Prepared by: FDH Engineering, Inc. PO Box 99556 Raleigh,NC 27615 Dated: March 16,2007 Pages: 1 through 9 cc. Building Inspector Applicant Engineer 7 URBELIS&FIELDSTEEL,LLP 155 FEDERAL STREET BOSTON,MASSACHUSETTS 02110-1727 THOMAS J.URBELIS Telephone 617-338-2200 Andover e-mail tju@uf-law.com Telecopier 617-338-0122 Telephone 978-475-4552 March 19, 2008 North Andover Planning Board Town of North Andover 1600 Osgood Street North Andover, MA 01845 RE: STEVEN TRYDER Vs.NORTH ANDOVER PLANNING BOARD,ET AL. Dear Members: Enclosed please find the Judgment dated March 17, 2008 dismissing the Complaint against the Planning Board and its Members. Please call if you have any questions: Very truly yours, e' belis Thomas J. TJU:kmp Enclosure cc: Board of Selectmen (w/enc) Mark Rees (w/enc) Curt Bellavance (w/enc) Lincoln Daley(w/enc) Joyce Bradshaw(w/enc) Charles Salisbury (w/enc) Owp5 I\work\n-aadove\corresp\planning.board-tryder.doc Commonwealth of Massachusetts '" County of Essex The Superior Court CIVIL DOCKET# ESCV2007-02466 Tryder, Plaintiffs) vs North Andover Planning Board et al, Defendant(s) JUDGMENT ON MOTION TO DISMISS (Mass.R.Civ.P. 12b) This action came on for hearing before the Court, Joseph M. Walker III, Justice upon the Defendant's, North Andover Planning Board, Timothy Siebert, Richard Nardella, John Simons, Richard Rowen, Alberto Angles, Lincoln Daley, motion to dismiss pursuant to Mass. R.Civ.P. 12(b), and upon consideration thereof, It is ORDERED and ADJUDGED.- That DJUDGED:That the Complaint of the plaintiff (s), Steven Tryder is hereby dismissed against the defendant (s), North Andover Planning Board, Timothy Siebert, Richard Nardella, John Simons, Richard Rowen, Alberto Angles, Lincoln Daley, and the defendant(s) recovers its costs of action. Dated at Salem, Massachusetts this 17th day of March, 2008. By;... ''-�`'............................. Assistant Clerk Entered: Copies mC p s ai led 03/17/2008 cvdjud12b_1.vpd 769598 judl2b pmassa 4 V ED 2IN7 PEC 2-4 PICOWONWEALTH OF MASSACHUSETTS SBX`iQUNTY ESSEX COUNTY SUPERIOR COURT DET. PARTIES: Steven Tryder vs. North Andover Planning Board: Timothy Siebert, Richard Nardella, John Simons, Richard Rowen, Alberto Angles, Lincoln Daley and Land Owners: Jack E. Carter & Raymond B. Agler and Petitioner: Sprint Spectrum, L.P. FACTS: Parties are legal residents of North Andover and abutters to the site located at 300 Chestnut Street, North Andover, The North Andover Planning Board is authorized to issue special permits for wireless facilities in the Town. Sprint has applied for a renewal of a special permit at 300 Chestnut Street which expired in 2003. SPRINT has violated the conditions of their original special permit and the Parties believe that this installation imposes visual blight on the neighborhood, diminishes the use and value of their property, and affects their ability to resell due to its location in the middle of a residential neighborhood less than 300 feet from their homes where the legal setback is 600 feet. The North Andover Planning Board held hearings on 8/2/07 thru 11/20/07 and plaintiffs objected to issuing of a r n , v�I due to expiration of the original permit, failure to comply with bylaw requirements, and failure to obtain a new variance from the Zoning Board of Appeals. The Planning Board granted the special permit on November 20, 2007 and filed it with the Town Clerk's Office on December 4, 2007. A COPY OF THE PERMIT IS ATTACHED. The issuance of the special permit exceeds the authority of the Planning Board and was arbitrary and capricious. PRAYER FOR RELEASE: Whereby the Plaintiffs request that this Court annul the special permit awarded by the Planning Board of North Andover. i ne Date: " ' Z-6Q 7 S - g Steven Tryder pro se FILED 386 Chestnut Street iN THE SUpERIoR COURT North Andover, MA 01845 FOR THE COUNTY of ESSEX DEC 2 4 2007 CLERK f' ,yo,,`, Fle f ": i l Y j 2007 DEC 24 Pr 1 3 NOR i H Au MASS C;=`:a f �ORTM Town of North Andover Q 4Tl.b I �O 3r•``, 00% Office of the Planning Department cP'11VE0 Community Development and Services Division � p ` Osgood Landing �SSACHU`+� Building#20,Suite 2good -36 � DEC 2 Lincoln DaleyNorth Andover,Massachusetts 01845 Town Planner r_ P(978)688-9535 M s c Ar F(978)68&9542 NOTICE OF DECISION Any appeal shall be filed within(20)days after the date of filing this Notice in the office of the Town Clerk. Date:December 3,2007 Date of Hearings: August 2,2007 thru November 20,2007 Date of Decision: November 20,2007 Petition of: Sprint Spectrum,L.P. Sprint Nextel 9 Crosby Drive Bedford,MA 01730 Premises Affected: 300 Chestnut Street,Map 98C,Parcel within the R-3 Zoning District. Referring to the above petition for a Renewal of a Site Plan Review Special Permit,from the requirements of the North Andover Zoning Bylaw, Section 8.3, 8.9, and 10.3. Renewal of a Special Permit for the operation of an existing wireless communication facility within the R-3 zoning district. At a public hearing given on the above date the Planning Board voted to APPROVE a Renewal of a Site Plan Review Special Permit based on the following conditions: Signed: C� �" "` !f w- John Simons, A ing Chairman Richard Rowen Alberto Angles,Clerk Timothy Seibert BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 6W9530 HEALTH 688-9540 PLANNING 688-9535 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit The Planning Board herein approves the Special Permit Renewal so as to allow the applicants to 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 renewal is granted pursuant to Massachusetts General Law, Chapter 40A and Section 8.9.12 of the North Andover Zoning Bylaw, and will extend the above referenced Special Permit for a period three years. This Special Permit Renewal was requested by Sprint Spectrum LP,P.Q.Box 614, Stowe,VT 05672. The application and additional documentation as cited herein was filed with the Planning Board on August 3, 2007. During the review process,the Applicant and its professional consultants also submitted various revisions to the plans along with various supplemental memoranda and correspondence in response to requests by the Planning Board, and by the various departments within the Town of North Andover that reviewed the project. All of these plans, reports and correspondence are contained in the Planning Board's files and are hereby incorporated by reference into the public record for this hearing. The Planning Board makes the following findings as required by the North Andover Zoning Bylaw Section 8.9: FINDINGS OF FACT: I. The specific site is an appropriate location for the project as it is collocated on an existing wireless location. 2. The use as developed will not adversely affect the neighborhood as indicated by the submittals and reports referenced at the end of this decision in Condition#15. 3. The carrier has demonstrated that the continuation of the facility is necessary in order to provide adequate service to the public as indicated by the submittals and reports referenced at the end of this decision in Condition#15. 4. The plan meets the requirements of the Wireless Service Facilities By-law section 8.9,with the exception of the waivers granted hereby and listed in Condition#14. 5. Adequate and appropriate facilities will be provided for the proper continued operation of the proposed use. The lattice structure,antennas cables and equipment area are described in detail on the plans and reports referenced herein. Each carrier's proposed equipment shelter will be an unoccupied,unmanned, specialized area for the wireless communications equipment. 6. The Radio-Frequency emissions of the facility meet applicable FCC guidelines and regulations. 7. The application is for the renewal of the Special Permit and as such,no new structures,antennas, cables,or equipment will be constructed or installed. Finally,Planning Board find that the project is in harmony with the general purpose and intent of the Town of North Andover Zoning Bylaw and generally complies with the requirements of the Bylaw as listed in Section 8.3, 8.9,and 10.3,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: 1 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit 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 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 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 SPGR 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 SPCA. b) Funds,sufficient in the opinion of the SPGA to cover annual maintenance of the equipment on 2 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit 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. Said information shall be submitted by July 1 of each year. 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) 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 renewal, 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) The applicant shall submit to the SPGA within 90 days of the issuance of the Special Permit renewal, 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 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 fail upon the proponent of the additional equipment so as to obtain a better measure of the cumulative effect of the facility. 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 flagpole-style monopole and maintenance of the buffer and landscaping,as applicable. e) The applicant shall provide the necessary escrow accounts and insurance as required in the above sections. f) A certified copy of the recorded decision must be submitted to the Planning Department. 3 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit g) 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. 4. Prior to the fmal 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. 5. In an effort to reduce noise levels, the carriers shall keep their respective equipment in optimum working order, through regular maintenance, any and all equipment that shall emanate sounds from the structures or site. 6. No equipment or other equipment that will emanate noise-exceeding levels cited herein shall be places on the exterior of the structure. Such equipment shall be enclosed as shown on the plans. 7. 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. 8. The original Special Permit granted on May 16, 2000 and approved site plans referenced in Condition #15 by the Planning Board are herein incorporated by reference. The applicant and its successors shall comply with any/all terms and conditions of the said Special Permit. 9. The provisions of this approval shall apply to and be binding upon the applicant, its employees and all successors and assigns in interest or control. 10. The applicant shall immediately inform the Planning Department in writing of any/all changes in name,company ownership,and contact information. 11. 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. 12. 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. 13. In accordance with Section 8.9.12 of the Zoning Bylaw,this Special Permit approval shall be deemed to have lapsed after three(3)years from the date permit granted,that date being November 20,2007. Prior to the expiration date of the renewed special permit,the applicant and its successors shall file a Renewal application. 14. The following waivers were granted in determining this decision: a. Section 8.9(5)(d)(ii)(4)—Map showing other preexistent and approved wireless service facilities in North Andover and outside North Andover within one miles of its boundary. b. Section 8.9(5)(d)(ii)(5)—GPS or equivalent system locating by latitude and longitude wireless service facilities. 4 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit c. Section 8.9(5)(d)(iii)(3)—Tree cover on the subject property and all properties directly abutting the subject property,by dominant species and average height. d. Section 8.9(5)(d)(iii)(4)—Outline of all existing buildings,including purpose on subject property and all properties adjacent to the subject property. e. Section 8.9(5)(d)(iii)(8)—Identify the distances,at grade;from the proposed wireless service facility to each building on the vicinity plan. f. Section 8.9(5)(d)(iii)(9)—Contours at each 2 feet AMSL for the subject property and adjacent properties within 300 feet. g. Section 8.9(5)(d)(iii)(12)-Line representing the sight line showing viewpoint and visible point from"Sight Lines"subsection below. h. Section 8.9(5)(d)(iv)—Sight Lines and Photographs: i. Section 8.9(5)(d)(vii)(3)—Letter from the Massachusetts Department of Health approving the location of the site. 15.The following information shall be deemed part of the decision: a) Plan titled: Sprint PCS Site Name: SBA Tower 300 Chestnut Street N.Andover,MA BS33XC422F Prepared for: Sprint Spectrum L.P. P.O.Box 614 Stowe,VT 05672 Prepared by: Bay State Design Associates,Inc. 266 Summer Street Boston,MA 02210 Dated: December 12, 1999,Revised 1/28/00,3/15/00,4/4/00,4/19/00 Sheets: T-1,C-1 through C-3,A-1, S-1 through S-4,E-2 through E-4. b) Application: Application for the renewal of a Special Permit Under Sections 8.9 and 10.3 of the North Andover Zoning Bylaw 300 Chestnut Street,North Andover Map 98C,Lot 001 (the"Property") Prepared for: Sprint Spectrum L.P.and its affiliate Nextel Communications of the Mid-Atlantic,Inc.(the"Applicant") Prepared by: Prince,Lobel,Glovsky&Tye LLP 100 Cambridge Street, Suite 2200 Boston,MA 02114 Dated: August 3,2007 Pages: Tab A,Tab B,Tab C c) Application: Response Memorandum And Request For Waivers Under Sections 8.9 and 10.3 of the North Andover Zoning Bylaw 5 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit 300 Chestnut Street,North Andover Map 98C,Lot 001 (the"Property") Prepared for: Sprint Spectrum L.P.and its affiliate Nextel Communications of the Mid-Atlantic,Inc. (the"Applicant') Prepared by: Prince,Lobel,Giovsky&Tye LLP 100 Cambridge Street, Suite 2200 Boston,MA 02114 Dated: November 1,2007 Pages: Tabs I through 4 d) Report: Radio Frequency Field Survey Site Number:BS23XC422 Site ID:MA2105 Site Name:Den Rock Park Site Address: 300 Chestnut Street,North Andover MA 01845 Prepared for: Sprint Spectrum L.P. P.O.Box 614 Stowe,VT 05672 Prepared by: C2 Systems 136 Harvey Road Londonderry,NH 03053 Dated: August 3,2007 Pages: 1 through 47 e) Report: Environmental Sound Levels Evaluation Sprint Spectrum Proposed Addition to Existing Wireless Communications Facility MA-2105,300 Chestnut Street,North Andover,MA Prepared for: Sprint Spectrum L.P. P.O.Box 614 Stowe,VT 05672 Prepared by: Cavanaugh Tocci Associates,Incorporated 327 F Boston Post Road Sudbury,MA 01776 Dated: July 24,2007 Pages: I through 12,Appendix A,Appendix B,Appendix C f) Report: Structural Analysis Report 152' Guyed Tower North Andover,Massachusetts Nextel Site#MA 2105;Den Rock Park Prepared for: General Dynamics Information Technology,Inc. Prepared by: All-Points Technology Corporation 150 Old Westside Road North Conway,New Hampshire 03860 Dated: October 26,2007 Pages: I through 6,Appendix A,Appendix B,Appendix C g) Report: Structural Analysis for SBA Network Services,Inc. 6 t 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit 150' Guyed Tower Site Name:North Andover,Massachusetts Site ID: MA01085-A FDH Project Number 07-0335E Prepared for: SBA Network Services,Inc. Prepared by: FDH Engineering,Inc. PO Box 99556 Raleigh,NC 27615 Dated: March 16,2007 Pages: 1 through 9 CC. Building Inspector Applicant Engineer 7 RECEIVED ORT q i Li { E .s ' t ItrC� Town of North Andover " ° . Office of the Planning Departme 9 OCT -7 PM 3: 5 >� Community Development and Services Division "SSACHUSti�`h 1600 Osgood Street mORT A , North Andover, Massachusetts 01845 MAS ,,\CKU -€ NOTICE OF DECISION Any appeal shall be filed within (20)days after the date of filing this notice in the office of the Town Clerk. Date: October 6,2009 Date of Hearings: September 15,2009, October 6,2009 Date of Decision: October 6,2009 Application of: New Cingular Wireless PCS, LLC ("AT&T") Premises Affected: 0 Chestnut St. (a/k/a 300 Chestnut St.) Map 98C,Parcel 2 Referring to the above petition for a renewal of a Wireless Special Permit from the requirements of the North Andover Zoning Bylaw, Sections 8.9 Wireless Service Facilities and Section 2.65 Special Permit Granting Authority: So as to allow the renewal of a Special Permit to continue operation of 12 coaxial cable antennas on an existing wireless service tower located at 0 Chestnut St. (a/k/a 300 Chestnut St.)and an 12 ft.by 20 ft. equipment shelter for ancillary equipment. The Special Permit was originally granted by the North Andover Planning Board on May 31, 2006 and was recorded on June 30,2006. After litigation with the North Andover Board of Appeals was decided in favor of AT&T by a Federal Court Judgment issued on September 25,2006, the facility was constructed according to a Building Permit issued by the Town of North Andover Building Inspector on July 24, 2007. Upon a motion by Michael Walsh and a 2°a by Tim Seibert, the Planning Board hereby APPROVES the renewal of a Wireless Special Permit for an installation of a Wireless Facility on an existing structure by'a vote of 6 in vor and 0 against. On be of the North A over Planning Board John Simons,Chairman Richard Rowen Timothy Seibert Michael Walsh Courtney LaVolpicelo Michael Colantoni 1 The Planning Board herein approves the renewal of the Special Permit to continue operation of the Wireless Facility, which consists of 12 coaxial cable antennas on an existing wireless service tower located at 0 Chestnut St. (a/k/a 300 Chestnut St.) and an 11 ft. by 26 ft. equipment shelter for ancillary equipment. The renewal of the Special Permit was requested by Stephen Anderson, Esq., Agent for New Cingular Wireless PCS, LLC ("AT&T"). This application and additional documentation as cited herein was filed with the Planning Board on August 3, 2009, with subsequent submittals on file.'The applicant submitted a complete application which was noticed and reviewed in accordance with Sections 8.3, 8.9, 10.3, and 10.3.1 of the Town of North Andover Zoning Bylaw and MGL c.40A, Sec. 9. The Planning Board finds that the applicant has met the following requirements as required by the North Andover Zoning Bylaw Section 8.9: FINDINGS OF FACT: 1. The renewal application meets the filing requirements of the Wireless Service Facilities By-law Section 8.9.12. The applicant has demonstrated that the proposed wireless facility is in compliance with FCC regulations regarding Maximum Permissible Exposure (MPE) limits, as indicated by the submittals and reports provided by the applicant, authored by Donald L. Haes, PhD. The reports are dated September 16, 2008 and September 7,' 2009, with addendums dated September 25, 2009 and September 26,2009. The conclusion stated in the reports is that the applicant's Wireless Facility installation contributes a maximum RF exposure of less than one-tenth of one percent of the current State and Federal permissible exposure guidelines. The Telecommunications Act of 1996 prohibits this Board from taking health effects of RF transmissions into account beyond FCC requirements. 2. The applicant had also demonstrated that the site is in compliance with the Noise Standards as set forth in section 8.9.8(b). 3. The Planning Board received input and answered questions from residents. However, the Planning Board believes that the applicant has demonstrated compliance with the Town of North Andover Zoning Bylaw requirements for this application. 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 2 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. iii) Restoring the location of the wireless service facility in its condition before the installation, except that any landscaping and grading shall remain the after-condition. c) 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 from the subject property within ninety days. 2) Term of Special Permit. a) A Special Permit issued for this wireless service facility shall be valid for three (3) years from the date of the decision for the Special Permit renewal. 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) The applicant shall submit to the SPGA at annual intervals from the date of the decision for the Special Permit renewal, 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(5)(d)(vii) RFR Filing Requirements of this Bylaw. The measurements shall be submitted for both the applicant and all co-locators. If the 3 applicant fails to comply with this requirement, the Special Permit will be revoked, until such time that the installation is brought into compliance with FCC Guidelines. c) The applicant shall submit to the SPCA at annual intervals from the date of decision of the Special Permit renewal, 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 8.9.(5)(d)(vi) of this Bylaw. The applicant shall forward to a separate consulting engineer, selected by the Town,the above materials for review. The applicant shall pay for such review. 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 and structural integrity of the antennas. 3) 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. 4) 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) The following information shall be deemed part of the decision: a) Application titled: Application for Special Permit Renewal New Cingular Wireless PCS,LLC ("AT&T") c/o Stephen Anderson Anderson&Kreiger One Canal Park Suite 200 Cambridge, MA 02141 Prepared for: New Cingular Wireless PCS, LLC ("AT&T) b) Documentation Submitted: 1 Original Special Permit Decision, date May 8, 2006. 2 Court Judgment,New Cingular Wireless PCS LLC, Defendants, dated October 4, 2006. 3 Certificate of Amendment of a Foreign Liability Company. 4 4 Building Permit, dated July 24, 2007. 5 Original Site Plan,titled,"North Andover-SBA COLO, Site No: BOS-020 (855)". 6 RF Emissions Report prepared by Donald L. Haes, dated September 16, 2008 and September 7, 2009. 7 Addendum to RF Emission Reports,prepared by Donald L. Haes, dated September 26, 2009 and September 25, 2009. 8 Engineer Final Affidavit,prepared by Bradford Mills. P.E., dated October 1, 2009. Na > a C-.1 UO ., `1' cn PAO5 ,AORTH Town of North Andover Office of the Planning Department Community Development and Services Division o I... .. 4?.v. Osgood Landing 'ssC 1600 Osgood Street K,017 DEC -4 PM 1: 2 Building#20,Suite 2-36 North Andover,Massachusetts 01845 Lincoln Daley Town Planner P(978)688-9535 F(978)688-9542 NOTICE OF DECISION Any appeal shall be filed within(20) days after the date of filing this Notice in the office of the Town Clerk. Date: December 3,2007 Date of Hearings: August 2,2007 thru November 20,2007 Date of Decision: November 20,2007 Petition ofi Sprint Spectrum,L.P. Sprint Nextel 9 Crosby Drive Bedford,MA 01730 Premises Affected: 300 Chestnut Street,Map 98C,Parcel 2 within the R-3 Zoning District. Referring to the above petition for a Renewal of a Site Plan Review Special Permit, from the requirements of the North Andover Zoning Bylaw, Section 8.3, 8.9, and 10.3. Renewal of a Special Permit for the operaflon of an existing wireless communication facility within the R-3 zoning district. At a public hearing given on the above date the Planning Board voted to APPROVE a Renewal of a Site Plan Review Special Permit based on the following conditions: Signed[: 0� �- &f Jo Si n Richard Rowen Alberto Angles, Clerk Timothy Seibert BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit The Planning Board herein approves the Special Permit Renewal so as to allow the applicants to 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 renewal is granted pursuant to Massachusetts General Law, Chapter 40A and Section 8.9.12 of the North Andover Zoning Bylaw, and will extend the above referenced Special Permit for a period three years. This Special Permit Renewal was requested by Sprint Spectrum LP, P.O. Box 614, Stowe, VT 05672. The application and additional documentation as cited herein was filed with the Planning Board on August 3, 2007. During the review process, the Applicant and its professional consultants also submitted various revisions to the plans along with various supplemental memoranda and correspondence in response to requests by the Planning Board, and by the various departments within the Town of North Andover that reviewed the project. All of these plans, reports and correspondence are contained in the Planning Board's files and are hereby incorporated by reference into the public record for this hearing. 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 collocated on an existing wireless location. 2. The use as developed will not adversely affect the neighborhood as indicated by the submittals and reports referenced at the end of this decision in Condition#15. 3. The carrier has demonstrated that the continuation of the facility is necessary in order to provide adequate service to the public as indicated by the submittals and reports referenced at the end of this decision in Condition#15. 4. The plan meets the requirements of the Wireless Service Facilities By-law section 8.9,with the exception of the waivers granted hereby and listed in Condition#14. 5. Adequate and appropriate facilities will be provided for the proper continued operation of the proposed use. The lattice structure,antennas cables and equipment area are described in detail on the plans and reports referenced herein. Each carrier's proposed equipment shelter will be an unoccupied,unmanned, specialized area for the wireless communications equipment. 6. The Radio-Frequency emissions of the facility meet applicable FCC guidelines and regulations. 7. The application is for the renewal of the Special Permit and as such,no new structures, antennas, cables, or equipment will be constructed or installed. Finally, Planning Board fmd that the project is in harmony with the general purpose and intent of the Town of North Andover Zoning Bylaw and generally complies with the requirements of the Bylaw as listed in Section 8.3, 8.9, and 10.3,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: 1 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit 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 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 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 2 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit 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. Said information shall be submitted by July 1 of each year. 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) 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 renewal, 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) The applicant shall submit to the SPGA within 90 days of the issuance of the Special Permit renewal, 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 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. 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 flagpole-style monopole and maintenance of the buffer and landscaping, as applicable. e) The applicant shall provide the necessary escrow accounts and insurance as required in the above sections. f) A certified copy of the recorded decision must be submitted to the Planning Department. 3 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit g) 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. 4. 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. 5. In an effort to reduce noise levels, the carriers shall keep their respective equipment in optimum working order, through regular maintenance, any and all equipment that shall emanate sounds from the structures or site. 6. No equipment or other equipment that will emanate noise-exceeding levels cited herein shall be places on the exterior of the structure. Such equipment shall be enclosed as shown on the plans. 7. 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. 8. The original Special Permit granted on May 16, 2000 and approved site plans referenced in Condition #15 by the Planning Board are herein incorporated by reference. The applicant and its successors shall comply with any/all terms and conditions of the said Special Permit. 9. The provisions of this approval shall apply to and be binding upon the applicant, its employees and all successors and assigns in interest or control. 10. The applicant shall immediately inform the Planning Department in writing of any/all changes in name, company ownership,and contact information. 11. 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. 12. 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. 13. In accordance with Section 8.9.12 of the Zoning Bylaw,this Special Permit approval shall be deemed to have lapsed after three(3) years from the date permit granted,that date being November 20, 2007. Prior to the expiration date of the renewed special permit, the applicant and its successors shall file a Renewal application. 14. The following waivers were granted in determining this decision: a. Section 8.9(5)(d)(ii)(4)—Map showing other preexistent and approved wireless service facilities in North Andover and outside North Andover within one miles of its boundary. b. Section 8.9(5)(d)(ii)(5)—GPS or equivalent system locating by latitude and longitude wireless service facilities. 4 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit c. Section 8.9(5)(d)(iii)(3)—Tree cover on the subject property and all properties directly abutting the subject property,by dominant species and average height. d. Section 8.9(5)(d)(iii)(4)—Outline of all existing buildings, including purpose on subject property and all properties adjacent to the subject property. e. Section 8.9(5)(d)(iii)(8)—Identify the distances,at grade; from the proposed wireless service facility to each building on the vicinity plan. £ Section 8.9(5)(d)(iii)(9)—Contours at each 2 feet AMSL for the subject property and adjacent properties within 300 feet. g. Section 8.9(5)(d)(iii)(12)—Line representing the sight line showing viewpoint and visible point from"Sight Lines"subsection below. h. Section 8.9(5)(d)(iv)— Sight Lines and Photographs: i. Section 8.9(5)(d)(vii)(3)—Letter from the Massachusetts Department of Health approving the location of the site. 15. The following information shall be deemed part of the decision: a) Plan titled: Sprint PCS Site Name: SBA Tower 300 Chestnut Street N. Andover,MA BS33XC422F Prepared for: Sprint Spectrum L.P. P.O.Box 614 Stowe,VT 05672 Prepared by: Bay State Design Associates,Inc. 266 Summer Street Boston,MA 02210 Dated: December 12, 1999,Revised 1/28/00, 3/15/00,4/4/00, 4/19/00 Sheets: T-1,C-1 through C-3,A-1, S-1 through S-4,E-2 through E-4. b) Application: Application for the renewal of a Special Permit Under Sections 8.9 and 10.3 of the North Andover Zoning Bylaw 300 Chestnut Street,North Andover Map 98C,Lot 001 (the"Property") Prepared for: Sprint Spectrum L.P. and its affiliate Nextel Communications of the Mid-Atlantic,Inc. (the"Applicant") Prepared by: Prince, Lobel,Glovsky&Tye LLP 100 Cambridge Street, Suite 2200 Boston,MA 02114 Dated: August 3, 2007 Pages: Tab A, Tab B,Tab C c) Application: Response Memorandum And Request For Waivers Under Sections 8.9 and 10.3 of the North Andover Zoning Bylaw 5 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit 300 Chestnut Street,North Andover Map 98C,Lot 001 (the"Property") Prepared for: Sprint Spectrum L.P. and its affiliate Nextel Communications of the Mid-Atlantic, Inc. (the"Applicant") Prepared by: Prince, Lobel,Glovsky&Tye LLP 100 Cambridge Street, Suite 2200 Boston,MA 02114 Dated. November 1, 2007 Pages: Tabs 1 through 4 d) Report: Radio Frequency Field Survey Site Number: BS23XC422 Site ID: MA2105 Site Name: Den Rock Park Site Address: 300 Chestnut Street,North Andover MA 01845 Prepared for: Sprint Spectrum L.P. P.O.Box 614 Stowe,VT 05672 Prepared by: C2 Systems 136 Harvey Road Londonderry,NH 03053 Dated: August 3,2007 Pages: 1 through 47 e) Report: Environmental Sound Levels Evaluation Sprint Spectrum Proposed Addition to Existing Wireless Communications Facility MA-2105, 300 Chestnut Street,North Andover,MA Prepared for: Sprint Spectrum L.P. P.O. Box 614 Stowe,VT 05672 Prepared by: Cavanaugh Tocci Associates, Incorporated 327 F Boston Post Road Sudbury,MA 01776 Dated: July 24, 2007 Pages: 1 through 12,Appendix A,Appendix B,Appendix C f) Report: Structural Analysis Report 152' Guyed Tower North Andover,Massachusetts Nextel Site#MA 2105; Den Rock Park Prepared for: General Dynamics Information Technology,Inc. Prepared by: All-Points Technology Corporation 150 Old Westside Road North Conway,New Hampshire 03860 Dated: October 26,2007 Pages: 1 through 6,Appendix A,Appendix B,Appendix C g) Report: Structural Analysis for SBA Network Services,Inc. 6 V e 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit 150' Guyed Tower Site Name: North Andover,Massachusetts Site ID: MA01085-A FDH Project Number 07-0335E Prepared for: SBA Network Services, Inc. Prepared by: FDH Engineering, Inc. PO Box 99556 Raleigh,NC 27615 Dated: March 16, 2007 Pages: 1 through 9 CC. Building Inspector Applicant Engineer 7 pf «r• ,61ti Town of North Andover 0 10 Office of the Planning Department tt - Community Development and Services Division Osgood Landing S SACHO 1600 Osgood Street 2107 0 C „4, PIH 1: 27 Building#20,Suite 2-36 North Andover,Massachusetts 0184.5 Lincoln Daley Town Planner '"LTi 'U ' arv�� t P(978)688-9535 V,A S SAL C,I # i F(978)688-9542 NOTICE OF DECISION Any appeal shall be filed within(20)days after the date of filing this Notice in the office of the Town Clerk. Date: December 3,2007 Date of Hearings: August 2,2007 thru November 20,2007 Date of Decision: November 20,2007 Petition of: Sprint Spectrum,L.P. Sprint Nextel 9 Crosby Drive Bedford,MA 01730 Premises Affected: 300 Chestnut Street,Map 98C,Parcel 2 within the R-3 Zoning District. Referring to the above petition for a Renewal of a Site Plan Review Special Permit, from the requirements of the North Andover Zoning Bylaw, Section 8.3, 8.9, and 10.3. Renewal of a Special Permit for the operation of an existing wireless communication facility within the R-3 zoning district. At a public hearing given on the above date the Planning Board voted to APPROVE a Renewal of a Site Plan Review Special Permit based on the following conditions: Signed: L/ off of John Simons, A ing Chairman Richard Rowen Alberto Angles, Clerk Timothy Seibert BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit The Planning Board herein approves the Special Permit Renewal so as to allow the applicants to 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 renewal is granted pursuant to Massachusetts General Law, Chapter 40A and Section 8.9.12 of the North Andover Zoning Bylaw, and will extend the above referenced Special Permit for a period three years. This Special Permit Renewal was requested by Sprint Spectrum LP, P.O. Box 614, Stowe,VT 05672. The application and additional documentation as cited herein was filed with the Planning Board on August 3, 2007. During the review process, the Applicant and its professional consultants also submitted various revisions to the plans along with various supplemental memoranda and correspondence in response to requests by the Planning Board, and by the various departments within the Town of North Andover that reviewed the project. All of these plans, reports and correspondence are contained in the Planning Board's files and are hereby incorporated by reference into the public record for this hearing. 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 itis collocated on an existing wireless location. 2. The use as developed will not adversely affect the neighborhood as indicated by the submittals and reports referenced at the end of this decision in Condition#15. 3. The carrier has demonstrated that the continuation of the facility is necessary in order to provide adequate service to the public as indicated by the submittals and reports referenced at the end of this decision in Condition#15. 4. The plan meets the requirements of the Wireless Service Facilities By-law section 8.9,with the exception of the waivers granted hereby and listed in Condition#14. 5. Adequate and appropriate facilities will be provided for the proper continued operation of the proposed use. The lattice structure,antennas cables and equipment area are described in detail on the plans and reports referenced herein. Each carrier's proposed equipment shelter will be an unoccupied,unmanned, specialized area for the wireless communications equipment. 6. The Radio-Frequency emissions of the facility meet applicableFCC guidelines and regulations. 7. The application is for the renewal of the Special Permit and as such,no new structures,antennas, cables, or equipment will be constructed or installed. Finally,Planning Board find that the project is in harmony with the general purpose and intent of the Town of North Andover Zoning Bylaw and generally complies with the requirements of the Bylaw as listed in Section 8.3, 8.9, and 10.3,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: 1 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit 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. b) Funds, sufficient in the opinion of the SPGA to cover annual maintenance of the equipment on 2 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit 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. Said information shall be submitted by July 1 of each year. 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) 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 renewal, 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) The applicant shall submit to the SPGA within 90 days of the issuance of the Special Permit renewal, 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 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. 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 flagpole-style monopole and maintenance of the buffer and landscaping,as applicable. e) The applicant shall provide the necessary escrow accounts and insurance as required in the above sections. f) A certified copy of the recorded decision must be submitted to the Planning Department. 3 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit g) 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. 4. 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. 5. In an effort to reduce noise levels, the carriers shall keep their respective equipment in optimum working order, through regular maintenance, any and all equipment that shall emanate sounds from the structures or site. 6. No equipment or other equipment that will emanate noise-exceeding levels cited herein shall be places on the exterior of the structure. Such equipment shall be enclosed as shown on the plans. 7. 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. 8. The original Special Permit granted on May 16, 2000 and approved site plans referenced in Condition #15 by the Planning Board are herein incorporated by reference. The applicant and its successors shall comply with any/all terms and conditions of the said Special Permit. 9. The provisions of this approval shall apply to and be binding upon the applicant, its employees and all successors and assigns in interest or control. 10. The applicant shall immediately inform the Planning Department in writing of any/all changes in name, company ownership, and contact information. 11. 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. 12. 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. 13. In accordance with Section 8.9.12 of the Zoning Bylaw,this Special Permit approval shall be deemed to have lapsed after three(3)years from the date permit granted,that date being November 20,2007. Prior to the expiration date of the renewed special permit, the applicant and its successors shall file a Renewal application. 14. The following waivers were granted in determining this decision: a. Section 8.9(5)(d)(ii)(4)—Map showing other preexistent and approved wireless service facilities in North Andover and outside North Andover within one miles of its boundary. b. Section 8.9(5)(d)(ii)(5)—GPS or equivalent system locating by latitude and longitude wireless service facilities. 4 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit c. Section 8.9(5)(d)(iii)(3)—Tree cover on the subject property and all properties directly abutting the subject property,by dominant species and average height. d. Section 8.9(5)(d)(iii)(4)—Outline of all existing buildings,including purpose on subject property and all properties adjacent to the subject property. e. Section 8.9(5)(d)(iii)(8)—Identify the distances,at grade; from the proposed wireless service facility to each building on the vicinity plan. f. Section 8.9(5)(d)(iii)(9)—Contours at each 2 feet AMSL for the subject property and adjacent properties within 300 feet. g. Section 8.9(5)(d)(iii)(12)—Line representing the sight line showing viewpoint and visible point from"Sight Lines"subsection below. h. Section 8.9(5)(d)(iv)—Sight Lines and Photographs: i. Section 8.9(5)(d)(vii)(3)—Letter from the Massachusetts Department of Health approving the location of the site. 15.The following information shall be deemed part of the decision: a) Plan titled: Sprint PCS Site Name: SBA Tower 300 Chestnut Street N.Andover,MA BS33XC422F Prepared for: Sprint Spectrum L.P. P.O.Box 614 Stowe,VT 05672 Prepared by: Bay State Design Associates, Inc. 266 Summer Street Boston,MA 02210 Dated: December 12, 1999,Revised 1/28/00, 3/15/00,4/4/00, 4/19/00 Sheets: T-1, C-1 through C-3,A-1, S-1 through S-4,E-2 through E-4. b) Application: Application for the renewal of a Special Permit Under Sections 8.9 and 10.3 of the North Andover Zoning Bylaw 300 Chestnut Street,North Andover Map 98C,Lot 001 (the"Property") Prepared for: Sprint Spectrum L.P.and its affiliate Nextel Communications of the Mid-Atlantic,Inc. (the"Applicant") Prepared by: Prince,Lobel,Glovsky&Tye LLP 100 Cambridge Street,Suite 2200 Boston,MA 02114 Dated: August 3,2007 Pages: Tab A,Tab B,Tab C c) Application: Response Memorandum And Request For Waivers Under Sections 8.9 and 10.3 of the North Andover Zoning Bylaw 5 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit 300 Chestnut Street,North Andover Map 98C,Lot 001 (the"Property") Prepared for: Sprint Spectrum L.P. and its affiliate Nextel Communications of the Mid-Atlantic,Inc.(the"Applicant") Prepared by: Prince,Lobel,Glovsky&Tye LLP 100 Cambridge Street, Suite 2200 Boston,MA 02114 Dated: November 1,2007 Pages: Tabs 1 through 4 d) Report: Radio Frequency Field Survey Site Number: BS23XC422 Site ID: MA2105 Site Name: Den Rock Park Site Address: 300 Chestnut Street,North Andover MA 01845 Prepared for: Sprint Spectrum L.P. P.O.Box 614 Stowe,VT 05672 Prepared by: C2 Systems 136 Harvey Road Londonderry,NH 03053 Dated: August 3,2007 Pages: 1 through 47 e) Report: Environmental Sound Levels Evaluation Sprint Spectrum Proposed Addition to Existing Wireless Communications Facility MA-2105, 300 Chestnut Street,North Andover,MA Prepared for: Sprint Spectrum L.P. P.O.Box 614 Stowe,VT 05672 Prepared by: Cavanaugh Tocci Associates, Incorporated 327 F Boston Post Road Sudbury,MA 01776 Dated: July 24, 2007 Pages: 1 through 12,Appendix A,Appendix B,Appendix C f) Report: Structural Analysis Report 152' Guyed Tower North Andover,Massachusetts Nextel Site#MA 2105; Den Rock Park Prepared for: General Dynamics Information Technology,Inc. Prepared by: All-Points Technology Corporation 150 Old Westside Road North Conway,New Hampshire 03860 Dated: October 26,2007 Pages: 1 through 6,Appendix A,Appendix B,Appendix C g) Report: Structural Analysis for SBA Network Services,Inc. 6 300 Chestnut Street Sprint Spectrum L.P. Renewal of Special Permit 150' Guyed Tower Site Name:North Andover,Massachusetts Site ID: MAO 1085-A FDH Project Number 07-0335E Prepared for: SBA Network Services,Inc. Prepared by: FDH Engineering,Inc. PO Box 99556 Raleigh,NC 27615 Dated: March 16,2007 Pages: 1 through 9 CC. Building Inspector Applicant Engineer 7 Please time stamp both copies and J( return on copy to Mary Ippolito. Thank you. Osgood Landing TO: Town of North Andover 1600 Osgood Street Bldg. 20,Suite 2-36 Planning Dept North Andover,MA 01845 c s %0 trtl phone: (978) 688-9535 T ,...ai: fax: (978) 688-9542 Ln C' �oC1Z1� C.o�C�Y1 oar � ,� 1Y fMr�- Please be advised that I wish to withdraw my application#om the Planning Board for property located at: STREET 300 C k-e s 1--n ,) - �• n d o JC �` TOWN: fy o,7 NAME OF PETITIONER: SP to'A SSC-AN- 7 m Ne4e1 C40-\. a-F rA4 4-c SIGNED: Ao �• Petiilio-Wkor petitioner's representative PLANNING BOARD: (Planting Board or Planning Board Agent) Q irr,V sleAft (n cocpc,1 tom e-A 1.2k/7 o-U A Ke By my above signature,I hereby agree to the following: 1. That the vote is with without prejudice. 2. That future submittals will require a new application. 3. That any new application will require a complete filing with applicable fees under the current regulations. Please note: Failure to submit information requested by the Board will result in the applicants' application to be withdrawn from the agenda. Time requirements for submittal of information is no later than noon on the Thursday prior to the by-weekly Planning Board meeting. milwith&aw Prince,Lo4el,Glovsky&Tye LLP Attorneys at Law Ricardo M.Sousa,Esq. Direct Line: (617)456-8123 100 C :abridge Street rsousa(blot.com Suite 2200 Boston,MA 02114 August 7, 2007 (617)456.8000 Tel (617)456 8100 Fax VIA HAND DELIVERY www.plgt.com Planning Board Town of North Andover 1600 Osgood Street North Andover, MA 01845 Re: Application for Modification of a Special Permit Under Sections 8.9 and 10.3 of the North Andover Zoning By-Law Property Address: 300 Chestnut Street, North Andover Map 98C, Lot 0001 (the "Property") Applicant: Sprint Spectrum, L.P. and its affiliate Nextel Communications of the Mid-Atlantic, Inc. (the "Applicant") Dear Honorable Members of the Planning Board: As originally requested by the Planning Board, the Applicant hereby requests that its Application for Modification of Special Permit for the above property be withdrawn without prejudice to Applicant re-filing such Application for Modification after Applicant's Application for Renewal has been acted on. Applicant further requests, as agreed, that the monies deposited with the Town in connection with the above Application for Modification be held by the Town in escrow pending the re-filing of the Application. SPcerely, -�... Ricardo M .Sousa RMS/jh » =6 r-12 ?` _7 lap PRINCE ,LOBEL .GLOVSKY443YE Nov 06 07 12: 56p NORTH RNDOVaER 9786889542 p. 1 1 1/06/2007 12:04 TSA% 2001/(101 t2'om --- - 2001 NOV -6 PH 1 34 H ORftp ,x„! 3 MA S urs, 1'Jc8 ; fo November 5, 2007 Planning Board Attn: Mary Ippolito Town of North Andover 1600 Osgood Street North Andover, MA 01845 VIA Facsimile at 978-688-9-,,-2-F 1 C, Re: Application for the renewal of a Speciaf Permit Under Sections 8.9 and 10.3 of the North Andover Zoning By-Law Property Address: 300 Chestnut Street, North Andover Map 98C, Lot 0001 (the "Property") Applicant: Sprint Spectrum, L.P. and its affiliate Nextel Communications of the Mid-Atlantic, Inc. (the "Applicant") Dear Honorable Members of the Planning Board: This letter is sent to confirm that the Applicant waives the time limits for the Board to hear and determine its application until November 21, 2007. Please call with any questions or concerns. Sincerely, � (a.A do SS Ricardo M. Sousa RMS/;h Post-if"Fax Note7671 Date .L, •r pages► TO �lrifP' ;fin` � from c&/6ept. Phone# Phone#t 217049.1 Fax#i. ! i ,t Fax ,IORTH =O4 'LFD T°�a4�mTown of North Andover > - -fV F[ A Office of the Planning De JF#,4net tF f, "' OFF! , * Community Development and Services Division I•fOsgood Landin N AUG ..8 PH 1 11 `M SES 1600 Osgood Street Building #20, Suite 2-3p0 11 1v .` Lincoln Daley North Andover, Massachuse .0 w a Tye Town Planner P (978) 688-9535 NOTICE OF DECISION Bldg. ZBA F (978) 688-9542 Con/Com Health Any appeal shall be filled Fire Chief Police Chief within (20) days after the Town Clerk DPW/Engineers date of filling 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 modificationto a Special Permit to an existing wireless communication facility. Project consists of installation of a 7' –6'xl0' (8' high) versaflex 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 ���- •-� XY�— Richard Nardella, Chairman John Simons, Vice Chairman Richard Rowen, regular member Jennifer Kusek, regular member Timothy Seibert, alternate member Primo,Lobel,GlovAy 6 Tyn 61,P Riro"do.m. souso. Esq Afrorneyt of Law nirev Line; (6171456.8123 100 Cornhridge Simmt rspy&p1P"z0 Suite 2200 awton,MA 02114 August 3, 2007 1017)456.0000Iml Please time stamp both copies and (5)7ti 456 e�oo to Mary Ippolito. �x 021 CO VIA FACSIMILE TRANSMISSION return PY www.plgf,corw Thank you. 1978) 668.9542 Planning Board Town of North Andover 1600 Osgood Street North Andover, MA 01845 Re: Application for Modification of a Special Permit Under Sections 8.9 and 10.3 of the North Andover Zoning By-Law Property Address: 300 Chestnut Street, North Andover Map 98C, Lot 0001 Ithe "Property") Applicant: Sprint Spectrum, L.P. and its affiliate Nextel Communications of the Mid-Atlantic, Inc. (the "Applicant") Dear Honorable Members of the Planning Board: In connection with the above-captioned application, the Applicant hereby requests that the Board continue the public hearing on its application for a modification to a special permit from August 7, 2007 to the Board's next regularly scheduled hearing in September. in connection with this continuance, this letter shall also serve to extend the time period by which the Board must act on this application to September 30, 2007, The purpose of this extension is to allow the Applicant adequate time to request and obtain a renewal of the special permit that was granted to the applicant. Earlier today, August 3, 2007, 1 filed a renewal application with the Town Clerk and your office and such renewal application is expected to be heard by its Board on August 21, 2007. In light of the fact that the applicant has deposited certain monies with the Town for consulting services associated with the modification application, it is more appropriate that the modification application be continued until such time that the renewal application is heard, rather than withdrawing the modification application. Please note that my associate James ("Ted") Hoyt, will attend your hearing on August 7, 2007 to answer any specific questions regarding this continuance request. i r ly, r C icor M .Sousa _ --- --+ RMS/mm cn la► PRINCE .LOBEL .GL0VSKY�TY Prince,Lobel,C-10YAq t T",(!,p IF •::Aya U LQw Ri:p'dn!M. SOU50. ..' Direct Gne: (617).436-8 123 100 Cambridge Ssmst tuQy,',���71.CORf Su te 2200 aws r,n,MA 02114 August 3, 2007 Please time stamp both copies and 1617)456 6000 TeO return on copy to Mary Ippolito. Y`iA t fiCSiMiIE TRANSMlSSIC7N Thank you. www.p{gLrnm 1978) 688.9542 Planning Board Town of North Andover 1600 Osgood Street North Andover, MA 01845 Re: Application for Modification of a Special Permit Under Sections 8.9 and 10.3 of the North Andover Zoning By-law Property Address: 300 Chestnut Street, North Andover Map 98C, lot 0001 (the "Property") Applicant: Sprint Spectrum, L.P. and its affiliate Nextel Communications of the Mid-Atlantic, Inc. (the "Applicant") Dear Honorable Members of the Planning Board: In connection with the above-captioned application, the Applicant hereby requests that the Board continue the public hearing on its application for a modification to a special permit from August 7, 2007 to the Hoard's next regularly scheduled hearing in September. to connection with this continuance, this letter shall also serve to extend the time period by which the Board must act on this application to September 30, 2007. The purpose of this extension is to allow the Applicant adequate time to request and obtain a renewal of the special permit that was granted to the applicant. Earlier today, August 3, 2007, 1 filed a renewal application with the Town Clerk and your office and such renewal application is expected to be heard by its Board on August 21, 2007. In light of the fact that the applicant has deposited certain monies with the Town for consulting services associated with the modification application, it is more appropriate that the modification application be continued until such time that the renewal application is heard, rather than withdrawing the modification application, Noose nole that my associate James ("Ted") Hoyt, will attend your hearing on August 7, 2007 to answer any specific questions regarding this continuance request. i r ly a C= - icar /N .Sousa RMS/mm - 't PRINCE.LOBEL .Gt4V5K &TYE 3 t FE FIVE Town of North Andover PlanningBIWAMUG -3 I- Application for Special Permit a T U'II ii F,iMI C5 Please type or print clearly. ' A ; 1. Petitioner: Sprint Spectrum L.P. Petitioner's Address: P.O. Bog 614, Stowe, VT 05672 Telephone number: c/o Ricardo M. Sousa, Esq. (617) 456-8000 2. Owners of the Land: John E. Carter & Raymond B. Agler Address: 300 Chestnut St., N. Andover, MA Number of years of ownership: 31 3. Year lot was created: 1976 4. Description of Proposed Project: Renewal of special permit to operate wireless communications facility on existing tower. See supporting statement and original special permit decision submitted herewith. 5. Description of Premises: 3.04 acre lot with one residential structure and one 152 foot guyed tower. 6. Address of Property Being Affected 300 Chestnut Street Zoning District: R-3 Assessors: Map: 098C Lot# 0001 Registry of Deeds: Book#: 01321 Page M 0736 7. Existing Lot: Lot Area(Sq.Ft) 3.04 acres Building Height Street Frontage: Side Setbacks: Front Setback: Rear Setback: Floor Area Ratio: Lot Coverage: 8. Proposed Lot(if applicable): N/A Lot Area(Sq.Ft) Building Height Street Frontage: Side Setbacks: Front Setback: Rear Setback: Floor Area Ratio: Lot Coverage: 9. Required Lot(as required by Zoning Bylaw): N/A Lot Area(Sq.Ft) Building Height Street Frontage: Side Setbacks: Front Setback: Rear Setback: Floor Area Ratio: Lot Coverage: 10. Existing Building(if applicable): N/A Ground Floor(Sq.Ft.) #of Floors: Total Sq.Ft. Height: Use: Type of Construction 11. Proposed Building: N/A 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?April 14, 2000 for use as a wireless communications facility 13. Section of Zoning Bylaw that Special Permit Is Being Requested 8.9 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 incompL—V Petitioner's Signature: Print or type name here: . Sousa Owner's Signature: Print or type name here: n-AMES HO-/T- ��] Fm 5v bknamsk M 0.v-4M'1 ileal JtAej, +e4MS of If'.aDe i S tiblaa ,_e 15. Please list title of plans and documents you will be attaching to this application. Letter to Planning Board with the following attachments: A. Prior Special Permit B. Pre-existent and Current RFR Measurements Report C. Pre-existent and Current.Measurements of Acoustic Noise Reports D. Engineering and Design Plans Prince,Lobel,Govsky&Tye LLP Ricardo M.Sousa,Esq. Attcrney7 0;`La,v Direct Dial: (617)456-8123 100 Cambridge Street rsousa(a)plgt.com Suite 2200 Boston,MA 02114 (617)456.8000 Tel (617)456.;100 Fax www.plgt.curr August 3, 2007 Planning Board Town of North Andover 1600 Osgood Street North Andover, MA 01845 VIA HAND DELIVERY Re: Application for the renewal of a Special Permit Under Sections 8.9 and 10.3 of the North Andover Zoning By-Law Property Address: 300 Chestnut Street, North Andover Map 98C, Lot 0001 (the "Property") Applicant: Sprint Spectrum, L.P. and its affiliate Nextel Communications of the Mid-Atlantic, Inc. (the "Applicant") Dear Honorable Members of the Planning Board: This firm represents the Applicant in connection with an application for the renewal of a special permit which was issued (or became effective) on or about June 30, 2000 by the Town of North Andover Planning Board (the "Board")for the Applicant's existing wireless communications facility ("WCF") on the Property ("Special Permit"). A copy of the Board's Special Permit decision is attached hereto for your reference (Exhibit "A"). The Property is located in the R-3 zoning district. Pursuant to Section 8.9 of the Town of North Andover Zoning Bylaw (the "By-law"), the existing use of the Property is permitted by Special Permit from the Planning Board, and is permitted to be renewed by the Planning Board as well. Applicant currently has an application for a modification to the Special Permit pending before the Planning Board. However, Applicant has agreed to continue the modification application until such time as this renewal application is decided by the Board. Applicant incorporates the facts and arguments made in its original application for a Special Permit, and the facts and arguments made in its pending application for a modification, as if expressly restated herein. The WCF is in compliance with all lawful and applicable Federal and state local regulations, including those enacted by the Federal Communications Commission (including those regulations concerning radio frequency emissions), Federal Aviation Administration, and the Massachusetts State Building Code. Applicant has at all relevant times maintained the required sureties to secure removal of the WCF. The Applicant has not installed any signage other than that required by the Federal 1G1 PRINCE , LOBEL .GLOVSKY &TYE Town of North Andover Planning Board August 3,2007 Page 2 Communications Commission. Further, back-up power for the WCF is by battery only. The Applicant agrees to fully comply with all the conditions included in the Special Permit. As required by Section 8.9(8) of the By-laws, Applicant submits the following two (2) reports to bring its installation at the Property into full compliance with the requirements of the By-laws: 1. RE: Pre-existent and current RFR Measurements: Report dated August 3, 2007 (Exhibit "B") 2. RE: Pre-existent and current Measurements of Acoustic Noise: "Environmental Sound Levels Evaluation", dated July 24, 2007, prepared by Cavanaugh Tocci Associates, Inc., Brion G. Koning, Senior Consultant (Exhibit "C"). Additionally, Applicant submits Architectural and Engineering Plans for the existing WCF. (Exhibit "D"). Applicant's WCF at the Property continues to be an integral part of its coverage network within and near the Town of North Andover. The ongoing operation of the existing WCF is necessary to continue to allow the Applicant to provide adequate coverage to the targeted sections of the Town of North Andover and the immediately surrounding area. In the absence of the existing WCF at the Property, Applicant will have or will increase a significant gap in its coverage network in this area of the Town. For the foregoing reasons, as well as to satisfy the mandate of the Federal Government to facilitate competition in the telecommunications industry as set forth in the Telecommunications Act of 1996, the Applicant respectfully requests that the foregoing zoning relief, in the form of a renewed Special Permit, be granted, and that such other relief as the Board deems necessary to allow the continued operation of its f e granted as well. s RMS/jh �yTii PRINCE,LOBEL.GLOVSKY&TYE� Jun 14 00 03:46p 11man Rssociates,, Inc. 9 589-9421 p.2 9542 P.02 Jun-09-00 15:26 H0,,% s Andover Co-. Dev. 5013 S 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 pian 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 carver 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. • ClibPDF -www.fastio.com Jun 14 00 03:46P lman Associates, Inc. 9 589-9421 P.3 Jun-O9-00 15:27 N Andover Com. Dev. 508 8 9542 P.03 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 placeinto= escrow a sum of money to cover the costs of removing the facility from tJte^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 SPCA. 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 dillerence in cost. • d) The equipment shall be deemed to be abandoned or discontinued if it has not been uscd for the purpose for which it was originally constructed for a period of six(b) 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 SPCA after consultation at the expense of the applicant with one(I)or more insurance companies shall be in force to cover damage from the equipment on the structure, damage from transmissions and other site UabiGties,•Ant-adt.proofofsaid.instirance must be filed with the SPGR. b) Funds,sufficient in the opinion of the SPOA to:cover annual maintena"ncx-of the equipment on the facility,shall-be plaeed into escrow ind shall be held by the independent escrow agent who shall be authorized to expend the funds for the • ClibPDF -www.fastio.com Jun 14 00 03:47p 11man Associates; Inc. . 9589-9421 p.4 ' .jun-09-00 15:27 No h Andover, Com. Dev. 508 9542 P.04 i maintenance of the equipment on the facility an 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 SPGR 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) Atter 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;pr6wdstent.and current RM measuremeriis. Such measurements shall be signed and certified by an RF engineer; stating that RER 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)(cX t)RFEL Filing Requirements of this Bylaw. The measurements shall be . submitted for the equipment proposed on this facility. This condition shat!be i.d: effect until such time as an additional carrier proposes equipniiegit an 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, preexistefiCi d-.current measurements of acoustic .noisc.,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 Bytaw. This condition shall be iii effier until suih time as additional carrier proposes;equipmebpen this faclity. At that time, this obligation win fall upon the proponent of etre additional equipment so as to obtain a better measure of the cumulative effect of the facility. 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 til,painting,structural integrity of the equipment. y • ClibPDF -www.fastio.com Jun 1.4, 00 03: 47p1 man Associates, Inc. 97 589-9421 p.5 Jun-0900 15:28 North Andover Com- Dev. 50$ 9542 P.05 4. Prior to the endorsement of the plans by the P1ati➢uia"tg Board,'the applicant must comply with the following conditions: a) The applicant shall providejajmap indicating the intended locations facttsan'g as required above. b) .&bond in the•amount of SS�okshall be posted for the purpose:of insuring that „wfinal as-built—plan shodirin�g ttie location of alt on-site sttvctur s:' 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, a *w—.41o,the starttof constru a) A construction scheduli shill 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•appiicaht 4!Wljprovidglthe necessary_escrow:acco_unts and<insumnce as •, required in the above sections. • 6. Prior to°•FORM UTvetilite& )F(Building Permit issuance): a) The final-site-plan myia pintist be endorsed and three=(3)lcd*s of the signed plans must beT40ivcred to the Plantiirig Department. b) A certified copy ofthe.recq*d decision must be submitted-to•the.Planning Department. - . 7. Prior to verirkntion,of the.Cer#iricate of Use and.Occapancy: a) The applicant must submit wletter froth the aiclitect.or engineer_of the project stating that the construction and operations substantially.ccitnpiy wit}i ilu1Plans . 1 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 an direct rays from such lighting fails 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. w CIibPDF -www.fastio.com Jun 14 00 ' 03: 47p lman Associates, Ync. , 97 589-9421 p. G Jun-09-00 15:28 Nor Andover coma De•v-- 508 9542 P.06 a. Prior to the final release of security: a) A final as-built pian showing final construction and location of the wireless hardware shalt 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 offand 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-acce eding 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 Planting Board for approval. 17. This Special Permit approval shall be deented to have lapsed after two years from the date permit granted unless substantial use or construction has commenced. Substantial use or construction will be determined by a majority vote of the Plattning Board. 18. The following waivers were granted in determining this decision: e • ClibPDF -www.fastio.com Jun 14 00 03: 47p W Iman Associates, Inc 9J6509-9421 p.7 Jun-o9-oo' 15_29 Nor Andover Com. Oev. 508 9542 P.07 Sa) 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 dines 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 sane 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 Intetnatinal Boulevard,Suite 800 Mahwah,NJ 07495 Prepared by: Bay State Design Associates,Inc. 266 Summer Street Boston,MA 02210 Dated: 1217199,revised 1/28/00,3/15100,414/00 Sheets: T-1,C1-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 CIibPDF -www.fastio.com Radio Frequency Field Survey Site Number: BS23XC422 Site ID: MA2105 Site Name: Den Rock Park Site Address: 300 Chestnut Street North Andover, MA 01845 136 Harvey Road Londonderry,NH 03053 lyr sp t e M S (603)7581013 qvs s support@csquaredsy terns.com Table of Contents INTRODUCTION..................................................................................................................................................................................................1 FCC GUIDELINES FOR EVALUATING RF RADIATION EXPOSURE LmTs........................................................................................................l MEASUREMENTPROCEDURES..........................................................................................................................................................................2 RESULTS.............................................................................................................................................................................................................3 SURVEYPHOTOS................................................................................................................................................................................................5 CONCLUSION....................................................................................................................................................................................................44 STATEMENTOF CERTIFICATION......................................................................................................................................................................45 REFERENCES....................................................................................................................................................................................................45 FCC LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE(MPE)......................................................................................................................46 List of Figures FIGURE 1:AERIAL VIEW OF MEASUREMENT LOCATIONS.............................................................................................................................5 FIGURE2:MEASUREMENT POINT 1................................................................................................................................................................6 FIGURE3:MEASUREMENT POINT 2................................................................................................................................................................7 FIGURE4:MEASUREMENT POINT 3................................................................................................................................................................8 FIGURE5:MEASUREMENT POINT 4................................................................................................................................................................9 FIGURE6:MEASUREMENT POINT 5..............................................................................................................................................................10 FIGURE 7:MEASUREMENT POINT 7............................................................. .................11 ................................................................................ FIGURE8:MEASUREMENT POINT 8..............................................................................................................................................................12 FIGURE9:MEASUREMENT POINT 9..............................................................................................................................................................13 FIGURE10:MEASUREMENT POINT 10..........................................................................................................................................................14 FIGURE 11:MEASUREMENT POINT 11....................................................................... ...15 ................................................................................ FIGURE 12:MEASUREMENT POINT 12..........................................................................................................................................................16 FIGURE13:MEASUREMENT POINT 13..........................................................................................................................................................17 FIGURE 14:MEASUREMENT POINT 14..........................................................................................................................................................18 FIGURE 15:MEASUREMENT POINT 15..........................................................................................................................................................19 FIGURE16:MEASUREMENT POINT 16..........................................................................................................................................................20 FIGURE17:MEASUREMENT POINT 17..........................................................................................................................................................2I FIGURE18:MEASUREMENT POINT 18..........................................................................................................................................................22 FIGURE 19:MEASUREMENT POINT 19..........................................................................................................................................................23 FIGURE20:MEASUREMENT POINT 20..........................................................................................................................................................24 FIGURE 21:MEASUREMENT POINT 21..........................................................................................................................................................25 FIGURE 22:MEASUREMENT POINT 22..........................................................................................................................................................26 FIGURE23:MEASUREMENT POINT 23..........................................................................................................................................................27 FIGURE 24:MEASUREMENT POINT 24..........................................................................................................................................................28 FIGURE 25:MEASUREMENT POINT 25..........................................................................................................................................................29 FIGURE26:MEASUREMENT POINT 26..........................................................................................................................................................30 FIGURE 27:MEASUREMENT POINT 27..........................................................................................................................................................31 FIGURE 28:MEASUREMENT POINT 28..........................................................................................................................................................32 FIGURE 29:MEASUREMENT POINT 29..........................................................................................................................................................33 FIGURE 30:MEASUREMENT POINT 30..........................................................................................................................................................34 FIGURE 31:MEASUREMENT POINT 31 ........ ................................................................35 .................................................. ................................ FIGURE32:MEASUREMENT POINT 32..........................................................................................................................................................36 FIGURE 33:MEASUREMENT POINT 33..........................................................................................................................................................37 FIGURE34:MEASUREMENT POINT 34..........................................................................................................................................................38 FIGURE 35:MEASUREMENT POINT 35..........................................................................................................................................................39 FIGURE36:RF SIGNAGE...............................................................................................................................................................................40 FIGURE37:SITE ID........................................................................................................................................................................................41 FIGURE38:EXISTING TowER....................................................................•..................................................................................................42 FIGURE 39:EXISTING ANTENNAS.................................................................................................................................................................43 8/3/2007 i List of Tables TABLE 1:INSTRUMENTATION INFORMATION.................................................................................................................................................2 TABLE2:ANTENNA&EBTS SPECIFICATIONS..............................................................................................................................................3 TABLE3:RESULTS...........................................................................................................................................................................................4 8/3/2007 ri Radio Frequency measurements were made in the vicinity of the tower located at 300 Chestnut St.,North Andover,MA 01845 on August 2,2007 between the hours of 10:00 AM and 12:00 PM. The coordinates of the tower are N 42°40' 8.11",W 71*6' 31.61". The results of the measurements are presented in this report.Sprint Nextel has proposed to replace the six existing DEN antennas and add three CDMA antennas to the current tower for a total of nine antennas(three per sector). FCC Guidelines Radiation Exposure The FCC describes exposure to radio frequency(RF)energy in terms of percentage of maximum permissible exposure(MPE)with 100%being the maximum allowed. Rather than the FCC presenting the user specification in terms of complex power density figures over a specified surface area,this MPE measure is particularly useful,and even more so when considering that power density limits actually vary by frequency because of the different absorptive properties of the human body at different frequencies. In 1985,the FCC established rules to regulate radio frequency(RF)exposure from FCC licensed antenna facilities. In 1996,the FCC updated these rules,which were further amended in August 1997 by OET Bulletin 65 Edition 97-01. These new rules include limits for Maximum Permissible Exposure(MPE)for transmitters operating between 300 kHz and 100 GHz. The FCC MPE limits are based on exposure limits recommended by the National Council on Radiation Protection and Measurements (NCRP),the exposure limits developed by the Institute of Electrical and Electronics Engineers,Inc.,(IEEE)and adopted by the American National Standards Institute(ANSI). Survey measurements are expressed as a percentage of the Maximum Permissible Exposure(MPE)limits as listed in the FCC OET Bulletin 65. OET Bulletin 65 was prepared to provide assistance in determining whether proposed or existing transmitting facilities,operations or devices comply with limits for human exposure to radio frequency fields adopted by the Federal Communications Commission. Measurement results expressed in this report are for uncontrolled public access.The FCC's guidelines establish separate exposure limits for"general population/uncontrolled exposure,"and for"occupational/controlled exposure." The FCC general population/uncontrolled limits set the maximum exposure to which most people may be subjected. General population/uncontrolled exposures apply in situations in which the general public may be exposed,or in which persons that are exposed as a consequence of their employment may not be fully aware of the potential for exposure or cannot exercise control over their exposure. Public exposure to radio frequencies is regulated and enforced in units of microwatts per square centimeter(µW/cm). The general population exposure limit for the cellular band is 567 pW/cm2,and the general population exposure limit for the PCS band is 1000 gW/cm2. Because each carrier will be using different frequency bands,and each frequency band has different exposure limits,it is necessary to report percent of MPE rather than power density. Higher exposure limits are permitted under the occupational/controlled exposure category,but only for persons who are exposed as a consequence of their employment and who have been made fully aware of the potential for exposure,and they must be able to exercise control over their exposure. General population/uncontrolled limits are five times more stringent than the levels that are acceptable for occupational,or radio frequency trained individuals." Attachment B contains excerpts from OET Bulletin 65 and defines the Maximum Exposure Limit. Finally,it should be noted that the MPE limits adopted by the FCC for both general population/uncontrolled exposure and for occupational/controlled exposure incorporate a substantial margin of safety and have been established to be well below levels generally accepted as having the potential to cause adverse health effects. 8/3/2007 1 of47 Measurement Procedures Frequencies from 300 KHz to 50 GHz were measured using the Narda A8722D probe in conjunction with the 8718B survey meter. The A8722D probe is"shaped"such that in a mixed signal environment(i.e.:more than one frequency band is used in a particular location)it accurately measures the percent of MPE. From FCC OET Bulletin No.65-Edition 97-01 "A useful characteristic of broadband probes used in multiple-frequency RF environments is a frequency-dependent response that corresponds to the variation in MPE limits with frequency.Broadband probes having such a"shaped"response permit direct assessment of compliance at sites where RF fields result from antennas transmitting over a wide range of frequencies.Such probes can express the composite RF field as a percentage of the applicable MPEs". Probe Description—As suggested in FCC OET Bulletin No.65-Edition 97-01,the response of the measurement instrument should be essentially isotropic,(i.e.,independent of orientation or rotation angle of the probe). For this reason,the Narda A8722 Isotropic probe was used for these measurements. Sampling Description: At each measurement location,a spatially averaged measurement is collected over the height of an average human body. The 8718B survey meter performs a time average measurement while the user slowly moves the probe over a distance range of 0 cm to 200 cm(about 6 feet)above ground level. The results recorded at each measurement location include both average and peak values over the spatial distance. Instrumentation Information:A summary of specifications for the equipment used is provided in the table below. Narda Microwave A8722D,Serial Number 07030 2/26/2007 12 Months 8718B,Serial Number 06028 2/10/2006 24 Months Field Measurement Freq Range Measured Standard Range 0.3-300%o 300 KHz-50 GHz E FCC 1997 Controlled Table I:Instrumentation Information Instrument Measurement Uncertainty: The total measurement uncertainty of the NARDA measurement probe and meter is no greater than t3 dB. The factors which contribute to this include the probe's frequency response deviation,calibration uncertainty, ellipse ratio,and isotropic response. Every effort is taken to reduce the overall uncertainty during measurement collection including rotating the probe about the axis of the handle and pointing the probe directly at the likely highest source of emissions. 8/3/2007 2 of47 Calculations were performed based on the information given in Table 2.Results,both measured and predicted,and a description of each survey location are detailed in Table 3. All measurements were taken on August 2,2007 between the hours of 10:00 AM to 12:00 PM. Measurement locations are portrayed in the photos below.An aerial view of the surrounding area with measurement locations is also shown below. Predicted results were estimated by calculating the%MPE of the additional Sprint CDMA antennas at each measurement location given the mounting height of the antennas,the number of transmitters,and the max ERP for each sector.This predicted%MPE was then added to each measured value to estimate a total%MPE value after activation of the Sprint CDMA antennas.Given that power specifications for the replaced DEN antennas will not change,only the addition of CDMA will effect the total%MPE after activation.A nominal 10 dB attenuation was applied to the predicted%MPE of each point found to be not within the main beam of the transmitting Sprint CDMA antennas. Sector Alpha Beta Gamma Rad Center(AGL) 130' 130' 130' Antenna Model RFS APXV86-906513-C RFS APXV86-906513-C RFS APXV86-906513-C Number of Transmitters 3 3 3 ERP W 25 25 25 Sector Alpha Beta Gamma Rad Center(AGL) 130' 130' 130' Antenna Model UMWDP-06516-R2DH UMWDP-06516-R2DH UMWDP-06516-R2DH Number of Transmitters 2 2 2 ERP W 501 501 501 Table 2:Antenna&EBTS Specifications(Final Configuration) 8/3/2007 3 of 47 Ulstanee Measurement from Measuredpreiieted+ Total Point I atltade Lou ' p Tower ft /MP E •IoMP1 "` °a�'E' 1 N4240-8.29 W71-6-31.22 34 0.40% 0.31% 0.71% 2 N42-40-8.08 W71-6-31 46 0.55% 0.30% 0.85% 3 N4240-7.66 W71-6-31.05 62 0.20% 0.27% 0.47% 4 N42-40-7.48 W71-6-31.61 64 0.20% 0.27% 0.47% 5 N42-40-7.3 W71-6-32.4 101 0.30% 0.21% 0.51% 6 N4240-7.85 W71-6-32.06 43 0.40% 0.30% 0.70% 7 N4240-9.04 W71-6-32.24 105 0.30% 0.20% 0.50% 8 N4240-8.6 W71-6-31.32 54 0.30% 0.28% 0.58% 9 N4240-8.44 W71-6-30.63 80 0.30% 0.24% 0.54% 10 N4240-9.24 W71-6-30.13 159 0.20% 0.13% 0.33% 11 N4240-10.42 W71-6-30.34 253 0.30% 0.07% 0.37% 12 N4240-11.84 W71-6-31.21 380 0.30%° 0.03% 0.33% 13 N4240-12.47 W71-6-33.42 462 0.40% 0.02% 0.42% 14 N42-40-14.66 W71-6-36.52 759 0.30% 0.10% 0.40% 15 N4240-16.31 W71-6-38.57 981 0.75% 0.06% 0.81% 16 N42-40-14.54 W71-6-39.07 857 0.80% 0.07% 0.87% 17 N42-40-13.44 W71-6-38.66 754 0.55% 0.10% 0.65% 18 N42-40-12.02 W71-6-38.51 650 0.40% 0.01% 0.41% 19 N42-40-8.32 W71-6-37.7 455 0.60% 0.03% 0.63% 20 N4240-5.98 W71-6-37.12 464 1.15% 0.02% 1.17% 21 N4240-3.59 W71-6-36.13 569 0.80% 0.02% 0.82% 22 N42-40-1.78 W71-6-35.28 698 0.40% 0.01% 0.41% 23 N42-40-8.91 W71-6-44.45 961 1.55% 0.06% 1.61% 24 N42-40-6.81 W71-643.94 929 0.75% 0.06% 0.81% 25 N42-40-3.9 W71-643.85 1008 0.30% 0.05% 0.35% 26 N42-40-1,35 W71-643.73 1135 0.40% 0.04% 0.44% 27 N42-40-14.61 W71-6-27.23 736 0.65% 0.10% 0.75% 28 N4240-11.91 W71-6-26.5 542 0.05% 0.02% 0.07% 29 N4240-9.01 W71-6-26.35 403 0.40% 0.03% 0.43% 30 N42-40-6.68 W71-6-25.06 510 0.55% 0.02% 0.57% 31 N42-40-7.98 W71-6-21.98 718 0.30% 0.01% 0.31% 32 N42-40-9.31 W71-6-19.54 1 909 0.75% 0.07% 0.82% 33 N42-40-10.56 W71-6-18.28 1025 1.50% 0.05% 1.55% 34 N42-40-12.87 W71-6-20.97 929 2.35% 0.06% 2.41% 35 N4240-14.56 W71-6-23.6 886 3.00% 0.07% 3.07% Table 3:Results 8/3/2007 4 of47 Survey Photos Figure 1:Aerial View of Measurement Locations 8/3/2007 5 of47 �. T Figure 2:Measurement Point 1 8/3/2007 6 of 47 . . ... . . .. . � . . .� Figure k Measurement Point 2 aJZ2m7 : 7o 47 �fi y 3 m s d e r s" Figure 4:Measurement Point 3 8/3/2007 8 of47 yiJi, P \ I r t� ��Sir m. � fig'`-� � �. �' �.r� �v •,. �? •.� "�. ., e �� �'A� � it+' .� �` � 41 1104 k rAN Ads \ t CIE Nk r i120 Oct s s Figure 5:Measurement Point 4 8/3AW7 9 of47 5 r �' � S��� +rte-a•�, a=' a a a � Figure 6:Measurement Point 5 8/3/2007 10 of47 1 W4 A 2 e a� 7 Figure 7:Measurement Point 7 8/3/2007 11 of47 i a. rax u'a^+tl s�z AWA s Figure 8:Measurement Point 8 8/3/2007 12 of47 i x o� d' ri s Figure 9:Measurement Point 9 8/3/2007 13 of47 10 u y Figure 10: Measurement Point 10 8/3/2007 14 of47 y¢, X61 cz 11 Figure 11:Measurement Point 11 8/3/2007 15 of47 12 u� a Figure 12:Measurement Point 12 8/3/2007 16 of47 I 13 Figure 13:Measurement Point 13 8/3/2007 17 of47 14 N Figure 14:Measurement Point 14 8/3/2007 18 of47 a 15 , AM Aw .... gZ} N 25, Figure 15:Measurement Point 15 8/3/2007 19 of47 s� � \ \� 16 Figure 16:Measurement Point 16 8/3/2007 20 of47 � 4 t k s a 7� n, m F; Figure 17:Measurement Point 17 8/3/2007 21 of47 ��, /?rte� � I' � � �'.•�j :r�a � � a 18 Figure 18:Measurement Point 18 8/3/2007 22 of47 A p, E 19 � v, vv �� MR-O c tNI Figure 19:Measurement Point 19 8/3/2007 23 of47 x � a \ x^� w z Figure 20:Measurement Point 20 8/3/2007 24 of47 n_. n 21 i r "` � ,fir � rs' ��"�°r*�� 5 " ern. '� �� •,a.. � . Figure 21:Measurement Point 21 8/3/2007 25 of47 3 \ 22 Ql- x \ " Figure 22:Measurement Point 22 8/3/2007 26 of47 a 23 00 F f� A � 1&,Al a� xOm .. � s .. E��erc' ) u,♦+3•_� �K �wA..�,"����� K.:F.Lr e� w •.,, N.ms. 4,\ � � Figure 23:Measurement Point 23 8/3/2007 27 of47 q SII III n 24 � � a m a env, .,, '�§",�..� ,. .,. �"`...��` ' .�,•. �_..A. .Q�`��• .. ...r m.� �...,; Figure 24:Measurement Point 24 8/3/2007 28 of47 a — c f �'e�.t` \ ' 'fib s+�sc 7 � 9 •�^ `� �. r Figure 25:Measurement Point 25 8/3/2007 29 of47 ,\ 26 Wil, x s" �fir\ - :\,� a .\,�\' \�,c s�. ,�•\ s •e 6 a �\`,�: � "tc ,, •�i ,�\ agar' N4, t Figure 26:Measurement Point 26 8/3/2007 30 of 47 \ v� C mg-'U"t " a �� \ �\ Figure 27:Measurement Point 27 8/3/2007 31 of47 28 ee z Figure 28:Measurement Point 28 8/3/2007 32 of47 �a 29 a y z.. .... Figure 29:Measurement Point 29 8/3/2007 33 of47 30 \ tile WON mrkovl A, vtd\ '$Y S mo MOW— �y AWv Ron "V Figure 30:Measurement Point 30 8/3/2007 34 of47 k, 31 r Figure 31:Measurement Point 31 8/3/2007 35 of47 jA 32 a Figure 32:Measurement Point 32 8/3/2007 36 of 47 s, a 33 �.� .., Figure 33:Measurement Point 33 8/3/2007 37 of47 a � a v . 34 _. � k a z \\ � Sw '"" `��k f.�" �r� ' � ���\�,�Sf �.�' ,� �"� •� k z 'fie. b"\.�. 4,�" •:a ��.. Figure 34:Measurement Point 34 8/3/2007 38 of 47 : wa W, Q \ ,,%ffl.� SOIF Figure 35:Measurement Point 35 8/3/2007 39 of47 \c� if q t16 ;? U t ion ax .a�sFA Par Figure 36:RF Signage 8/3/2007 40 of47 g \yƒ�: Figure 3:Site I EaZ2m7 41«p . . . ,y. \ � Figure 3:Existing Tower aaZ2m7 42 Jp A Figure 39:Existing Antennas 8/3/2007 43 of 47 SII Public accessible areas in the vicinity of 300 Chestnut St.,North Andover,MA 01845 were surveyed and found to be within the mandated General Population/Uncontrolled limits for Maximum Permissible Exposure,as delineated in the Federal Communications Commission's Radio Frequency exposure rules published in 47 CFR 1.1307(b)(1)-(b)(3)and will remain in compliance after replacing the existing Sprint DEN antennas and the addition of Sprint CDMA antennas. The maximum power density was predicted to be 3.07%MPE. The above analysis verifies that this proposed configuration does not approach power density levels that would be considered harmful on the ground level as outlined by the FCC in the OET Bulletin 65 Ed.97-01. 8/3/2007 44 of47 Statement of Certification I certify to the best of my knowledge that the statements in this report are true and accurate. The measurements were obtained with properly calibrated equipment using techniques in compliance with ANSI/IEEE Std.C95.3,ANSI/IEE Std.C95.1 and FCC OET Bulletin 65 Edition 97-01. �� August 3,2007 TonyWells _ Date C Squared Systems, LLC References OET Bulletin 65-Edition 97-01 -August 1997 Federal Communications Commission Office of Engineering&Technology ANSI C95.1-1982.American National Standard Safety Levels With Respect to Human Exposure to Radio Frequency Electromagnetic Fields,300 kHz to 100 GHz. IEEE-SA Standards Board IEEE Std C95.3-1991 (Reaff 1997),IEEE Recommended Practice for the Measurement of Potentially Hazardous Electromagnetic Fields-RF and Microwave. IEEE-SA Standards Board 8/3/2007 45 of47 FCC Limits for ! (A) Limits for OccupadonaVControlled Exposure Frequen+cy Electric Fuld Magnetic Fief et Density Averaging Time Range S ) Strength, (H) ( ) JEP,W car S ( ) (V/111) (Alm) (milt/cm) (minute) 0.3-3.0 614 1.63 (100)* 6 3.0-30 1$421f 4.89/f (90O�`f 6 30-30 61.4 0.163 1.0 6 300-1500 -- V300 6 15 30-1O0, — — (B) Limits for Genet PopubdonfUncontrolled Foos Frequency Electric,Field Magnetic Field Pbwer Density Averaging Time Range S (E) ( ) JEJI,JW or S miz) (atm) (Alm) (mit ( ) 0.3-1.34 614 1.63 (100)* 30 1.34-30 8241f 2.13/f (1 4} "` 30 30-300 27.5 0-073 0.2 30 300-1500 -- -- f71500 30 1500-100,000 1.0 30 f=frequency inNfliz *Plm—ewave equix�power density NOTE 1: OcaqwfionaVcom&oHed limits wly in situations- in which penons are otposed as a consequence of dmr empbyment povided those persons me My aW&C of the potential fbr exposure a and can exeraw contrd over their exposure. Limits for controlled exposure also apply in situations,when an individual is transient through a 11ocatton where occupationalicontroUed hinits applyprovided he or she is made aware of the potwhal for exposure. NOTE2: iteral a kdi cmdre(fed rues fly insduations in whiclithe general Public may be exposed,or inwbwh persons that are exposed as a consequence oftheir employment may not be m11y aware ofthe potentiA f w exposure or can not exercise control over their exposure,. 8/3/2007 46 of47 Plane-wave Equivalent Powerr Density 1,000 Uc�upaf�llCcan!`�vll�d Exposure ———- �enerel Popula�icit�ll�ncr.�atrolleri Exposure 1€0 t R 10 5 1 — — — — — — -- 0.2 - 0.1. -0.2 0.1 0.03 0.3 � 3 30 300 3,001 30,000 �300,000 1.34 1,500 100,000 Frequency (MHz) 8/3/2007 47 of47 CAVANAUGH TOCCI ASSOCIATES, INCORPORATED 327 F BOSTON POST ROAD,SUDBURY,MA 01776-3027 • TEL: (978)443-7871 • FAX: (978)443-7873 • E-MAIL:cta@cavtocci.com SEN/ORPRINC/PALS SEN/ORANDSTAFFCONSULTANTS WILLIAM J.CAVANAUGH,FASA,Emeritus ANDREW C.CARBALLEIRA GREGORY C.TOCCI,PE,FASA,FRES/DEM WILLIAM J.ELLIOT PR/NC/PALS JOHN T.FOULKES BRION G.KONING DOUGLAS H.BELL MICHAEL D.MAYNARD LINCOLN B.BERRY CHRISTOPHER A.STORCH TIMOTHY J.FOULKES,FASA,wa Bd.Cert. K.ANTHONY HOOVER,FASA,INCE,Bd.Cert. ADMINISTRATOR MATTHEW J.MOORE,CTS DONNA L.RAFUS MARKET/NGMANA6ER PATRICIA A.CASASANTO ASSOC7ATEDCONSUL TANTS NICHOLAS BROWSE,SMPTE STEWART RANDALL,CTS July 24,2007 Mr. David Cooper, New England Consolidation Manager General Dynamics 450 Bedford Road Lexington, MA 02420 Project: Sprint Spectrum Proposed Addition to Existing Wireless Communications Facility MA-2105,300 Chestnut Street, North Andover, MA Subject: Environmental Sound Levels Evaluation Dear Mr. Cooper, This letter and attachments present our measurements and evaluation of existing ambient environmental sound levels, and our projections and evaluation of future environmental sound levels,in connection with an equipment addition proposed by Sprint Spectrum L.P.at an existing Wireless Communications Facility (WCF)located at 300 Chestnut Street, North Andover, MA. Executive Summary • This acoustical evaluation report fulfills the WCF Noise Filing Requirements of the Town of North Andover Zoning Bylaws,and demonstrates that projected sound levels would be far below the Massachusetts Department of Environmental Protection(MDEP)Sound Levels Criteria limits at all residential properties surrounding the WCF site. • The most important practical conclusion of this acoustical evaluation is that the projected sound levels associated with the proposed Sprint Spectrum equipment addition to the WCF would be so low that Sprint equipment sound levels transmitted to any/all residences surrounding the WCF site would be much lower than the existing background sound levels in adjacent/nearby neighborhoods,and therefore would be inaudible and immeasurable at any/all residences surrounding the WCF site. • An associated practical conclusion is that the sound level projected to be produced by the proposed new Sprint equipment would be lower than the existing sound level produced by existing equipment at the WCF site. • However,there is a Town of North Andover Zoning Bylaw technical requirement that sound must not exceed"50 decibels at the security barrier"(which we assume to be the chain link fence surrounding the equipment compound). One end of the equipment cabinet proposed by Sprint it MEMBER FIRM,NATIONAL COUNCIL OF ACOUSTICAL CONSULTANTS Mr. David Cooper, New England Consolidation Manager Page 2 Sprint Spectrum MA-2105, North Andover, MA July 24, 2007 Spectrum will be located within afew inches of the chain link fence(we note that other WCF equipment on the site is already located within a few inches of the chain link fence). The proposed cabinet will be equipped with a small air-conditioning system,which is acoustically comparable to a typical residential window air-conditioner. The sound level projected just inches from the air-conditioner would exceed 50 decibels. However,the sound level projected to the nearest property line(and to all other property line boundaries of the project site)would be less than 50 decibels. • We recommend that Sprint Spectrum request a waiver of the 50 decibel requirement at the chain link fence,with the rationale for the request supported by the understanding that Sprint Spectrum equipment sound will be below 50 decibels at the property line,and far below the existing background sound level and inaudible at residences. • If a waiver will not be granted,the 50 decibel requirement at the security barrier can be achieved with a sound barrier wall,which would require changing some of the currently existing and currently proposed equipment cabinet locations within the equipment compound,and constructing a sound barrier wall around a large portion of the proposed Sprint Spectrum equipment cabinet(as discussed and illustrated in this report). However,it is the opinion of this office that a sound barrier is entirely unnecessary to provide/maintain inaudibility of Sprint Spectrum equipment sound at residences surroundina the WCF proiect site. Purpose of Acoustical Evaluation There are two inter-related purposes of this acoustical evaluation: 1. The technical requirement of our studies summarized in this report is to fulfill the Town of North Andover Noise Filing Requirements and to ensure and demonstrate that sound associated with the proposed Sprint Spectrum WCF equipment will comply with acoustical criteria promulgated by the Massachusetts Department of Environmental Protection(MDEP). 2. The overall general purpose of our studies is to ensure that any sound associated with the proposed Sprint Spectrum WCF equipment will not create a potential for a noise nuisance condition, for any/all residential properties in the vicinity of the WCF site. Attachments • Table 1 summarizes our measurements of existing(July 2007)sound levels at the nearest Kara Drive residence property line; including specific acoustical descriptors, listed in accordance with the Town of North Andover Noise Filing Requirements,and the MDEP Community Sound Level Criteria evaluation requirements. • Table 2 summarizes our calculations and,projections of future environmental sound levels to be produced by the proposed Sprint Spectrum equipment and transmitted to nearest residential properties, listed in accordance with Town of North Andover Noise Filing Requirements and the MDEP Community Sound Level Criteria evaluation requirements. • Figure 1 is an aerial photograph of the WCF and vicinity,which we have marked-up to show the locations of the most pertinent house sound receptor locations listed on Table 2. • Figure 2 is a site survey drawing showing the location and dimensions of the equipment compound and property lines,which we have marked up to show the most pertinent property line sound receptor locations listed on Table 2. Mr. David Cooper, New England Consolidation Manager Page 3 Sprint Spectrum MA-2105, North Andover, MA July 24,2007 • Figure 3 is a sound level time-history graph of the pre-construction(prior to the currently- proposed Sprint Spectrum addition)ambient sound monitoring data that we collected at the lot line of the nearest Kara Drive residential property(pertinent data from Figure 2 are summarized in Table 1). • Appendix A contains letter-size copies of Sprint Spectrum project drawings and specifications provided to us for this acoustical evaluation, including acoustical data for the equipment cabinet proposed to be installed by Sprint Spectrum. • Appendix B contains a brief glossary of acoustical terminology,together with the MDEP and Town of North Andover acoustical criteria pertinent to this study. • Appendix C contains a copy of the Sprint Spectrum equipment compound design drawing,which we have annotated to show the location and dimensions of a potential sound barrier wall, together with acoustical panel product literature, in the event that the Town of North Andover would require a sound barrier. (Again,itis the opinion of this office that a sound barrier wall is not necessary to ensure inaudibility of Sprint equipment sound at any houses surrounding the WCF site.) Existing Equipment and Proposed Sprint Spectrum Addition As shown on the drawings in Appendix A,the existing WCF is a so-called"lattice tower"antenna site,with the WCF base station electronic equipment variously housed within metal cabinets and a wood"shed" building at ground level,and antenna arrays located up on the antenna tower. The existing equipment cabinets and shed building are acoustically shielded with respect to nearby occupied residences by the natural topography of the hillsides sloping away from the WCF compound,such that occupied residences are located at lower elevations than the WCF compound and are shielded by the"shoulder"of the hillside. The entire WCF equipment compound and antenna tower area is surrounded by a chain link fence(which is a security barrier, not a sound barrier). The addition proposed by Sprint Spectrum is to add new antenna arrays on the antenna tower,and to add a new Versaflex metal equipment cabinet at grade within the existing chain link fence compound. The Versaflex cabinet is approximately 10-feet long, 7-feet wide, and 8-feet tall. Some of the existing metal equipment cabinets on the site will be slightly relocated within the equipment compound to provide room to install the proposed new Versaflex cabinet. The Versaflex cabinet will be equipped with a small Heating, Ventilating, and Air Conditioning(HVAC)system,which is required to maintain adequate temperature and humidity conditions for the electronic equipment housed within the cabinet. The potential for sound produced by the HVAC unit and transmitted to adjacent/nearby properties is the principal focus of the acoustical evaluation summarized in this report. As a practical observation,the proposed HVAC unit is essentially a"residential-size"unit,comparable in sound level to a residential window AC unit or small outdoor condenser/compressor unit for a"central air" residential system,similar to thousands of similarly-sized AC units located in residential neighborhoods throughout North Andover. The proposed HVAC unit isnot a large commercial AC unit, such as AC units located on office buildings,stores,etc.elsewhere in North Andover. The proposed Versaflex equipment shelter with built-in HVAC unit is a"new-generation"equipment cabinet in the WCF industry; and is significantly smaller and quieter than many of the electronic equipment shelter buildings equipped with large external HVAC units that have been installed at WCF sites over the last 5 to 10 years. Finally,the Versaflex cabinet will be acoustically shielded from occupied residences in the vicinity of the WCF site by the natural hillside topography,just as the existing at-grade equipment cabinets and shed building are topographically shielded from the residences. Mr. David Cooper, New England Consolidation Manager Page 4 Sprint Spectrum MA-2105, North Andover, MA July 24,2007 Acoustical Criteria Briefly,the MDEP criteria require that sound produced by the WCF and transmitted to residential properties must not exceed the pre-existing background sound level by more than 10 decibels. In accordance with the criteria,the background sound level is to be measured and reported in terms of the ninetieth percentile sound level,symbolized L90. In addition, the MDEP prohibits a"pure-tone"condition, which is to be evaluated with an octave band sound spectrum analysis(see Appendix B for further information). The Town of North Andover requires that sound produced by WCF must not exceed 50 decibels at the "security barrier", and requires that the both the pre-existing and projected future sound levels be reported in terms of the Day-Night Sound Level(abbreviated DNL,symbolized Ld„). Measurements of Existing Acoustical Environment and Corresponding WCF Sound Limits On Thursday, July 12,2007 Cavanaugh Tocci Associates, Inc.visited the project site at 300 Chestnut Street, and toured the surrounding neighborhoods,and conducted the following: • Observed the various distance and relative elevation relationships between the WCF equipment compound and the residential properties in the vicinity of the WCF site. • Installed an environmental sound monitor at the residential property line abutting and overlooking the Kara Drive neighborhood,with the sound monitor located along the property line closest to the proposed Versaflex cabinet location. Based on a brief driving tour of the vicinity around the project site,we conclude that the background sound levels data that we collected at the residential lot line are representative of background sound levels at residences in the immediate vicinity of the project site,which are the principal focus of this acoustical evaluation. The unattended sound monitor that we installed measured A-weighted(dBA)ambient sound levels continuously for seven(7)calendar days,including daytime and nighttime hours, and reported standard acoustical descriptors in one-hour intervals. The monitor was programmed to measure hourly percentile, equivalent, and maximum and minimum sound levels(pertinent acoustical descriptors are briefly explained below and in Appendix B). Figure 2 presents the sound monitoring data most pertinent to this report. On the Figure 2 graph, the upper data trace is the one percentile sound level(1-01),which is considered to be the nominal"maximum" sound level that occurred each hour. The center trace is the energy equivalent sound level(L q),which is considered the"average"sound level for each hour, and which is used to calculate the 24-hour Day Night Sound Level(Ldr,)in accordance with Town of North Andover reporting requirements. The lower trace is the ninetieth percentile sound level(L90),which is considered the"background"sound level for each hour, and which is used to establish the base-line background sound level in accordance with specific MDEP criteria. • As shown on Figure 2,the sound monitoring data exhibit a diurnal pattern of sound levels expected in a suburban residential neighborhood environment.The measured sound levels are generally higher during the day(due to traffic)and lower at night. We believe that the elevated sound levels that occurred briefly on Sunday mid-afternoon and Monday mid-morning were produced by domestic yard maintenance equipment and activities in the neighborhood,and are unrelated to WCF equipment. • With respect to the MDEP sound level limit based on measured ambient sound levels,from the data shown on Figure 2 and Table 1,we determined that the seven-day average lowest hourly L90 da Mr. David Cooper, New England Consolidation Manager Page 5 Sprint Spectrum MA-2105, North Andover, MA July 24,2007 background sound level was 39 dBA during late night hours,and the absolute lowest hourly L90 background sound level was 38 dBA during late night hours. • With respect to the North Andover reauirement to report measured Day Night Sound Level(L,,,,1. from the data shown on Figure 2 and Table 1.we determined that the daily L,,, values ranged from a low of 49 to a high of 54(this is a natural expected range in L., values for a suburban residential neighborhood). • On the basis the MDEP"10 dBA above background"sound level limit criterion,we have established 48 dBA as the most stringent MDEP sound level limit applicable to WCF equipment sound,occurring at any time,day or night(38 dBA lowest measured hourly L90, plus 10 dBA). Potential Environmental Concerns for Wireless Communications Facilities There are two separate,yet related aspects of WCF installations that create the potential for environmental noise. • One of these is sound produced by Heating, Ventilating, and Air-Conditioning(HVAC)systems that are used to maintain a certain range of temperature and humidity conditions for the WCF electronic components,which are housed within small equipment cabinets and/or shelter buildings. • The other is sound produced by wind flow around and/or through aerial components of the outdoor antenna system components. In addition,wind can diffract or"bend"sound waves propagating through the atmosphere,typically resulting in higher sound levels downwind, and lower sound levels upwind. Antenna and HVAC Unit Locations on Project Site As shown in Appendix A,the proposed Sprint Spectrum antenna arrays will be located on the lattice tower, at an elevation lower than the existing antenna arrays. It is our understanding that the existing WCF has been in operation for years,and there have been no complaints or noted instances of wind- induced noise.Therefore, it is reasonable to expect that the proposed new Sprint Spectrum antenna arrays would not result in a wind-induced noise problem. The electronic equipment will be housed inside a metal cabinet building at grade. The HVAC unit will be located inside the cabinet with air exchange louvers on the cabinet facade. Evaluation of HVAC Equipment Sound Levels Appendix A contains copies of Sprint Spectrum project drawings and specifications, including acoustical data for the equipment cabinet. We have used the reference acoustical data as a basis for our calculations of sound levels projected to nearest residences,which are summarized in Table 2. On Table 2,the reference equipment cabinet HVAC sound levels measured indoors(reverberant conditions)have been adjusted for outdoor(free-field conditions),adjusted for distance to receptor locations, and adjusted for acoustical shielding provided by the hillside topography where applicable. As shown on Table 2,the equipment cabinet HVAC sound levels projected to the two nearest occupied residences on either side of the WCF project site are 25 dBA(Kara Drive)and 20 dBA(Chestnut Street), respectively. The Sprint Spectrum sound levels projected to any/all residences in the vicinity of the WCF site are far below the existing sound levels in the neighborhoods,at any time day and night,and are far below the Mr. David Cooper, New England Consolidation Manager Page 6 Sprint Spectrum MA-2105, North Andover, MA July 24,2007 MDEP regulatory limits at any time day or night. The projected sound levels are so low,that they would be inaudible outdoors or indoors at the residences at all times,day or night. The projected sound levels are so low that they would not result in any increase in the Day Night Sound Level values reported in Table 1. Finally,as the projected levels are far lower than the existing background sound levels,they could not result in a"pure-tone"condition,and therefore would comply with the MDEP pure tone criterion. Therefore, the projected HVACsrstems sound levels would clearly comply with the MDEP acoustical criteria, and would be entirely inaudible at any time of day or night at any/all residences surrounding the WCF site. However, projected Versaflex cabinet sound levels would exceed 50 decibels at the chain link fence,just a few inches from the cabinet exterior facade. In the event that the Town of North Andover would require compliance with the 50 decibel limit at the security barrier, regardless of the conclusions listed herein, then a sound barrier wall would be required. Appendix C contains a design drawing that we have annotated to show the conceptual location of a sound barrier wall,and representative product literature for an acoustical panel system suitable to construct the wall. To provide adequate airflow for the HVAC system, together with adequate noise reduction to achieve 50 decibels at the chain link fence,the orientation of the Versaflex cabinet would have to be rotated 180-degrees within the equipment compound, and the sound barrier wall would have to extend or"wrap"significantly beyond the HVAC end of the Versaflex cabinet. Therefore,some of the existing equipment within the compound would have to be relocated,to allow room for the wall. The conceptual sound barrier wall layout shown in Appendix C assumes that the Versaflex cabinet would remain in the same location as currently proposed by Sprint Spectrum, as shown in the design drawings submitted to the Town of North Andover. Other sound wail alternatives could be developed in the event that the Versaflex cabinet could be relocated elsewhere within the compound. Evaluation of Potential Sound Produced by Wind/Antenna Interaction In addition to our evaluation of HVAC unit sound levels,we have briefly evaluated the potential for noise impact associated with wind flow around the proposed new antenna arrays. Based on our acoustical measurements and evaluations at numerous other WCF project sites,together with review of acoustical reference literature,we can state that the antenna would not produce any audible sound by itself. Rather,the potential concern for any sound associated with the new antenna arrays,would be sound produced by the interaction of wind flowing across antenna surfaces. There are two types of sound that could result. One of these is general,broadband sound. The other is/are specific tone(s), known as Aeolian tones. Broadband Sound Based on our experience with dozens of similar antenna facilities elsewhere,we note that any general, broadband noise associated with wind/antenna interaction,and transmitted to residential receptors,is typically lower than the otherwise-occurring sound produced by wind blowing through trees and foliage in the immediate vicinity of residences,and around the structures and components of the residences themselves(fascias,gutters,downspouts,etc.) This does not imply that no wind/antenna would or could be produced with the proposed new antennas. Rather,any sound that may be produced by wind interaction with the new antennas,and transmitted to residences in the vicinity of the project site,would be lower than the existing wind/foliage/structure interaction sounds that are unrelated to the WCF antenna site,and which already occur at residences during windy conditions. It is our understanding that the existing WCF has not generated any wind-related noise sufficient to result in complaints,and therefore it is reasonable to conclude that the proposed new Sprint Spectrum antennas would not be expected to create a noise problem. C Mr. David Cooper, New England Consolidation Manager Page 7 Sprint Spectrum MA-2105, North Andover, MA July 24,2007 w v r Ho e e , in connection with a number of previous WCF antenna site acoustical consulting projects,we have learned of a previous wind/antenna noise problem that occurred on Cape Cod a few years ago. Although we have no direct experience with the specific noisy antenna facility,we have been informed that the noise problem was associated with a faulty weld and resultant partial disconnection of one of the antenna components. During windy conditions,the loose component vibrated and rattled,and produced significant noise. We further understand that the faulty weld was subsequently diagnosed and repaired, and the noise problem was thereby resolved. In the unlikely event that such a loose-component condition would occur at the 300 Chestnut Street antenna site,we believe that the same simple resolution to the problem could be easily achieved. Tonal(Aeolian)Sound Aeolian tones are generated by airflow over cylinders(or portions of structures with cylindrical profiles), rather than airflow over flat, rectilinear surfaces. Without extraordinarily complex and expensive calculations and analysis, is not possible to predict Aeolian tones,or predict the absence of Aeolian tones,with any degree of accuracy for the proposed new antenna arrays. Our general conclusion for this project is that in the event that Aeolian tones do occur as a result of wind flow around the new antenna arrays,then the tone(s)could be easily mitigated by modifying the support strut profiles. Again,we understand there have been no perceptions of or complaints regarding sound produced by the existing tower, and we do not expect any problem to occur with the proposed new antennas. Conclusions Our evaluation indicates that projected future Sprint Spectrum WCF sound will clearly comply with the MDEP acoustical criteria at all properties surrounding the project site,day and night. The projected Sprint Spectrum equipment sound levels are so low, in comparison with existing ambient sound levels,that they would be inaudible outdoors or indoors at any/all nearby houses,day and night. The final conclusion of this report is that the proposed Sprint Spectrum equipment addition to the existing WCF site poses negligible risk or concern for environmental sound at residential properties surrounding the project site. We trust this report fulfills your request,and fulfills the Town of North Andover submittal requirements. Sincerely, CAVANAUGH TOCC/ASSOCIATES, WC. Brion G. Koning, Senior Consultant 07253-GeneralDynamics-SprintSpectrumNorthAndover-MA-7-24-07.doc 07253-Calcs-ACC.xls Cavanaugh Tocci Associates, Inc. Printed Table 1 for General Dynamics Wireless Services 4/5/2007 Table 1. Existing Ambient Sound Levels from Sound Monitoring Data A-weight sound levels measured at Thursday,July Friday,July Saturday,July Sunday,July Monday,July Tuesday,July Wednesday, Lowest Average Highest Kara Drive Property Line 12,2007 13,2007 14,2007 15,2007 16,2007 17,2007 July 18,2007 L,: 43 46 45 53 45 44 46 43 46 53 L.Q(day*): 44 47 45 55 46 44 49 44 47 55 L,(night**): 41 43 43 42 42 42 41 41 42 43 Lowest 11-90(day): 41 40 40 40 40 40 41 40 40 41 Lowest 1-90(night): 40 39 39 39 39 38 38 38 39 40 Ldn - 50 50 54 49 49 - 1 49 50 54 07253-Calcs-ACC.xls Cavanaugh Tocci Associates, Inc. Printed Table 2 for General Dynamics Wireless Services 4/5/2007 Table 2. Calculated Air-Conditioning Sound Levels at Receptor Properties Receptor Distance Shielding/Directivity Receptor Audibility Location from Source(ft.) Attenuation dBA Sound Level(dBA)* Comments*" Nearest Residence-North 630 10 19 Not Audible Nearest Residence-East 255 12 25 Not Audible Nearest Residence-South 725 12 16 Not Audible Nearest Residence-West 342 15 20 Not Audible Property Line-North 361 10 24 Not Audible Property Line-East 214 5 34 Threshold of audibility Property Line-South 89 0 46 Audible Property Line-West 228 12 26 Not Audible *Calculated receptor sound levels based on 83 dBA sound power level, minus distance attenuation and shielding attenuation(where applicable) **Based on lowest measured background sound level of 38 dBA Nearest Residence—North (630 ft) R .x Nearest Residence—East ( 255 ft) i Sprint/Nextel equipment compound Nearest Residence—West (342 ft) Nearest Residence—South (725 ft) Figure 1:Aerial photograph showing Sprint/Nextel equipment compound and nearby residential receptors No i 11 LE Excv�%N W! ARE o� a ,. d N S e i ` ` Aga. 23F.W$1 CV A PV i ON out LL N A AND Al,#�77 ave N vx i'k ILE( [ Q. � o s L .G �t P' R +kFt'� 4 � 2 � K4-TS :s7�9LaamE�aEx a N Etat='' 00, ^ SZ:. lPay� 15l1,. ; ft Rr, NAM I*AN R8-at property line.xls Cavanaugh Tocci Associates, Inc. Printed 7-Day Chart Loc X 2007.07.26 A-weight sound levels measured at Kara Drive Property Line July 12, 2007 - July 18, 2007 80 70. - ' - 60 — Q ' r Z d 50 c , 0 ami 40 a► a � 30 - –- -- -- --- – — — --- - 20. Thursday Friday Saturday Sunday Monday Tuesday Wednesday July 12 July 13 July 14 July 15 July 16 July 17 July 18 10 Q $ a 0 4 Q c `e C-1 e � c s c r 2g o a o =$ o 0 0 2g cd cc cd d cd cd c cd co cc cc cc 6co hour beginning ------L01 "Statistical Maximum" --Leq"Energy Average" L90"Background" Figure 3 APPENDIX A Project Design Drawings and Specifications Sprint Tog—r wl@ NE TEL Sprint ® rM 9 Cro,by Diwe %af9 0,MA 01730 OTel:(817)278-3000 N GENERAL lef eef$emICa S 77`A'$!reel Ole h—Hei9M11 MA Together with NEXTEL i0/ 02.94-2°°° Ph—(781)449-2000 i (781)455-2885 DEN ROCK PARK �� P,�,YSTTE ,E. h+i DF�3IGN NORTH ANDOVER, MA goy Slele Design A«oao1..,Ine. SITE #. BS23XC422 ral: 7O93 Pmk w..'. MA 0,801 PI,— 781-932-2487 Fex: 781-932-9771 anF ti axr'00 w SITE I D# MA-2105 DRAWN RWN . 2739.02, DBY: NR PROJECT SUMMARY VICINITY MAP © NO SCA SHEET INDEX cHECKEo BY.- NR : CAD FILE: T1.OWC SRL NUMBER. EV MA-21 422 a O' DESCRIPTION RNo. SUBMITTALS MEN ROCK PARK OS WE NARK: DEN R 'P+ N!,, . C t T-1 TITLE SHEET A SITE AOORE54 300 CHESTNUT STREET NORTH ANDOVER,MA 01845 PIIOPERIY OWIHR: SBA TOWERS � '.�, ,/: :u � � A-1 SITE PLAN A 'T 3y A-2 ELEVATION A A-3 DETAILS A z4 Nwm fox xLl1Ex / A AMPLIflMs SRINT PCRO A-4 VERSAFLEX CABINET DETAILS A THE.rox nox mxvera w n.5 o''a i ,E1 v o9CIAA:xrs B P89FxATNw 1, � 9 CROSBY ORNE `� n N.ro.E.rHr zNE 9R,ettO�C BEDFORD.MA 01730 WSW.TW11 we«n ApMn ro LAT(MM' N 42 40.08.11' ate' `•• 1 ,( lo°-gwnic. 'Ko"'ISp SI rn. 4 7 PAp.}TEp,E 1x6 04n.Vq R. TAX MUOL: W 71'OB'31.°,• 5 -�i APPROVALS A• "° �"`' TAX IIAP/ROgT/IOIi `a� ° r 1�',,'I ME sN ORD BOOK/Pw COIRRY: 2owme oeTreDT: * OO9ERf81E6 COOL: S I I r, f ,PRre x.F.DMNDl1 9NE DO NOT SCALE DRAWINGS CONTRACTOR SHALLDIMENSIONS VERIFY ALL PLANS AND jOBEXISTINGSITE DIMENSIONS AND CONDITIONS ON THE y w _ eI«fN mE x9WRran IMIE JOB 517E AND SHALL IMMEDIATELY NOTIFY THE NEXTEL REPRESENTATIVE IN WRITING OFq •. SITE DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. : '' svNNr TKIo orEW,noxs oaE MSA 32105 DEN ROCK PARK _ 300 CHESTNUT STREET PROJECT DESCRIPTION DRIVING DIRECTIONS ""°"`°""""° °" NORTH ANDOVER,MA 01845 THE PROJECT CONSISTS OF THE INSTALLATION OF A 7•-exiO'(8'HIGH) FROM THE SPRINT OFFICE:. 9DRAK I—II CTS ONE SHEET TITLE VERSA.FLEX EGUIPMENT CABINET INTO THE EXISTING TOWER COMPOUND. START OUT GOING SOUTH ON CROSBY DR TOWARD BURLINGTON RD/MA-62. NRN THERE WILL BE(9)NEW PANEL ANTENNAS WITH AN ANTENNA CENTERLINE RIGHT ONTO RAMP. MERGE ONTO US-3 N. KEEP RIGHT TO TARE LOWELL CONN N TITLE SHEET OF 130'-G'ON THE EXISTING LATTICE TOWER.THEM WILL BE 1-5/8' VIA EXIT 30 A-B TOWARD 1-495 N/LAWRENCE. MERGE ONTO 1-495 N VIA EXIT 9FNExJL DYIMI.C, O9E COAX CABLES CONNECTING THE ANTENNAS TO THE EQUIPMENT CABINET. 30A-B TOWARD LAWRENCE. TAKE THE RT-114 E EXIT-EXIT 42A-TOWARD ,rR Ac9unn9rz THE COAX CABLES WILL RUN ON AN ICE BRIDGE FROM THE EQUIPMENT MIDDLETON. MERGE ONTO MA-114/SALEM TURNPIKE. TURN LEFT ONTO HILLSIDE CABINET TO THE TOWER,THEN UP ONE FACE OF THE TOWER. RD. TURN SHARP RICHT ONTO CHESTNUT ST. END AT 300 CHESTNUT ST. NORTH µ°p r T�rom SHEET NUMBER ANDOVER,MA 01845-530°.US XTm rHE ca+sXAlcncr.aE,T K HDEW.AM WM3IPoICIpn IXCAA ,NM,UB a i0 NTWEW WT T—1 1He Laea.,MmNc I><nwNNerr No Nn zxv<es m 11,9FICAl19N8 iIEY Mw MPO W:. /* V Sprint / To9et—wm,NEXTEL 9 Croaey Drive 2 Bedford.MA 01730 0(Emm x'MtaE 00alLf Tac(Bn)278-300o E)re co O GENERAL cu poarmocR cn \ .F a)zr x a) E,ER DYNAMICS COX�Erz \ amooE 0i 3 p, N Wir 1099 SCrvicEe / f _ 77'A'Street (r)_rx)KE maoE \\ \ —— oz49io(71)449.MA 024111(781)'++9-2000 / \ To — Fax:(781)455-2885 (Ea te).ar s OP. 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AraNls,e FrpNawe a 70 Toeer Of ice Park Wait— MA 01801 Pkanr.781-932-2467 x fax; 781-932-9771 EwNN*W+mow ewM eet y�e� PROJECT NO: 2739.021 3 DRAWN BY: NR C S b CHECKED BY: NR b 'Pr [Co fllE: A2.OWG SUBMITTAL ,e/m�s9xo roe aEWEn I low wN caerAREv 4 nesIRRRS 4 Ix1BPRKTNRRNr,4E art o4nonee11M1,n.cn Rwrts roRIEAlNNB W lw.NC 4 SrRR.TTYR TK4 pMelb 4 n91 rt 4 nor To xM RM rel ]Etre+ S,S 9.]14:N ) (E)Er RR ER9aE(,9N) (E)Kc 9RMo c.REMNe) (aq EyWpeAr (E)— 9),Rell9a a9w etw4 'U"NOte e r-e'et0-O (E o—PaEE (E)l d'MON—0 mwEa ] wax Ok r�ra4 0e. 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'APPLEIDp'/aA200- rr 3 +1R BS23XC422 Ex EPooa o a MA—2105 29A.t2w.BnH cowR""''� a,ncE .1w_m) DEN ROCK PARK 300 CHESTNUT STREET NORTH ANDOVER,MA 01845 it SERMCE cNMARpE(BY amERsl�u rdco xxaxart u SHEET TITLE LEFT ELEVATION 42°pN°O0X0 Cg�C01 °N> REAR ELEVATION VERSAFLEX CABINET rJn BMD/1 sap c9vPEn i LD scNE:s/r.l•-f 5 BCAtL:s/r_,•_f 2 DETAILS RIGHT ELEVATION SHEETNUMBER aDKE:1/r.r-f A-3 Sprint• qq PIPE dR a Y GAR CPEaNG Top—,.0 NF—FL —`J —1 he eEEOa I �a- ,Y„Eg n P ourRaEa ,sttL ttAaeEo 9 Croeay o1 BOO, MA 01730 ER�RaaEO— � h O tae(917)z79-3o00 J"ta`nN`aE OXO m u I r " W":srR"Aurnw z-I/r uR von GENE RAL V4� DYNAMI.E3 � 'Y SHE °rz N WireNaa SarKc a (mlw�aw7 RiICE EIHRI[ oOxX ttr a.aaa.� NRRRV,—HaigNt,.MA Fa Rm vv wv+a-P d� # Y r a,A 77 K St,w GWUXa MS ROUInMw adtAiF. RucrulK BraX 10 CArE U*Cx 02494-2809 tr!neua OROR—D mrw /Y rw5a Roo NO Ra°�slviAn°EP 6 Pham.(781)449-2000 J"n0,o az a6 " 6A"IR"R OR° AT (EEE alIXMOiw XEMRL SEad1 J7���111 ND FOR:(787)4%-ze9s KE anon mv.t M:Ecst a/a• INIENIN s1KTaIER 9w AT t/r CftONX EOR BAY STATE U fjW L1C RE.NaF r0 Mxx£OR -ER—ONT °RMNIGE /KL[ ERS D Yoon: DESIGN •IIIx r ro KE alWc[ I/amu-eoLn•wa M L ARTD RA O,E aa�ftl J/R Mw EL MRExxn dKMgNR a'M.6.YD CPS ANTENNA DETAIL ` SraRE a— Bay 9tOta O,ign 4 �xtu AnoNat99,Inc. y, ARNIW.x CIgxN9n In10 CM 9ENIEER 70 Taxer office Park YM[S EO Aruf WOO— MA 01801 7TCR ro 6%RTIlW On PXana:7B1-932-2487 aKWf ro IRrovosaO nwS�X AE"rb FaN: 781-932-9771 OaaEs tm raWr7 tr ovY.CaICREW FDOrINa a 9aL Fon BDRaM Di GR. aTE NRI DalalEP PDSf9.f Y 0-.FOR WInRM xr xRE WINK rrx.w IIIRPMEagE Rows ANTENNA MOUNT DETAIL x`""`""'`"I NM°"6 TRPE GATE DETAIL aa4c:R.Is. 3 PROJEF NO: 2739.021 y D xuE:xr.s. DRAWN 8I: NR ,R UNDERGROUNO CONDUITS CHECKED BY: NR O DESIGNATION I IN. MEN ANTENNA.& EBTS SPECIFICATIONS:;° ELECTNC Y 15C � CAD FILE: A4.DWG --IF wYwWatYnE Y INe °E.aE "Fm' °EFaE "vtE" SU MI AL !ve fIW4 oe1 Ir w. ' E1EeINe Canourr ve OWc Del ea9YONCRnox cRLEF1wRE v�o wNDur Rmt zao u 1alE EE'NDrx ice tm 2. w.tER9xE xOrn wu rAvc. w a a a a s n10XE w across to laD• 1aa UNDERGROUND UTILITY DETAIL 4 RA ns s a a s a a Rr.B xA xwvJaunen '- Raxrs ws Rrs RNr IssuEo Fro KxEr 4d I a r tt a.1 t4d TK IxlVfifagR cdxDIPIEa N fx6 ETv sax xax zak' zsw SIT a oaauEras Is ILgREETMY M 9'E NAIYRE.AM 16F aR OBd.DAM4 M 4 R 1a W R ME>RQ CWYINGIwa OF Po YMFA9M°K,NIC,a SaCRr NOTES , PPa9WTEa Y tx9lpAxna W Ror P N'xar rt Ia n9i ro adla[. I.CaR CxalE We a 7/Y at aM1E6a!BIRO OTxalM9E.ROt a a K BCKWE Fal Ck9E ON.YAXIFAC111RER.IIID CakaxfR rYPE a WLOR-aaar0. AN 1IX Z.CIxAR-caet CONah.CRLLF: ,W Tao 1® M w.JUat NIORE olO w NT,r WDE To BE WSBE ERGO ,� t .1 CRWXD _ -M apitall,JOar aN91DF COAx PWT JIIIEntIA MM 7/16 O 1W ia0 151 -Mr9DE KXTEL EOOR RDGY/ENCLOSIIIE px CONxECIat At ALL xFJJ./FEOOR 14KERAlgxS 3.Rlaxla•R 911YL Q EaY1 TO Aa C1YAtq TIUR •AMONIAE 8X0L110 K dw+®\Xill f/1e-dN FCnIlE CONNECTER aXEE85 srARD O1ngaWE 4NWFxCaIKRS RECOMIIFXMIIOx. CDMA ANTENNA & EBTS SPECIFICATIONS: lira an YRE AIfxA li[iA E f1EF0E MIER K R 7/Is do xRE ECK a0 1Sr 190 Kxi6 SxFLIER/R0a11 .=K.1/rORM,6 ,A, PY,K t 7• l a• f•A' 1•Ja l a WEFF1 1p , „ BS23XC422 MA-2105 7/ta dx FEYRE - - _ DEN ROCK PARK 1Y CaW CtlIL n t1ao' 1 , 300 CHESTNUT STREET me we 2) wOF 1 2I NORTH ANDOVER.MA 01845 IMFNla.WNUFACFOIIER MIWEx .Wal[x INOKN AxaRW MlaQll ANCREt1 SUIT (awr YY ro H CMCARS ESntEWE(D SRR ae 153ra E-Y Intro-°aJxcre-REdI EwaJ° -Y raaay1M-Wdf rssaee -M 11IJx9-aeaaars o-Rml SHEEP TITLETA .0 ! aea o„,eMED.KTIER-SMW a DETAILSQz OR, �w/En. FeAol a”OEM SHEET NUMBER WORM FM TYPICAL ANTENNA SCHEMATI aF BLYJE:x.T.A APPENDIX B Pertinent Acoustical Terminology and Criteria Ctd. A-weighting 128 130 Threshold of pain Generally, the sensitivity of human hearing is restricted 64 120 Jet aircraft take-off at 100' to the frequency range of 20 Hz to 20,000 Hz. The human ear, however, is most sensitive to sound in the 500 to 8,000 Hz frequency range. Above and below 32 11 o Riveting machine at operator's position this range, the ear becomes progressively less sensi- tive. To account for this feature of human hearing, sound level meters incorporate a filtering of acoustic 16 < loo Cut-off saw at operators position signals according to frequency. This filtering is devised , to correspond to the varying sensitivity of the human t Automobile horn at 10 ear to sound over the audible frequency range.This o $ ; Industrial baler room filtering is called A-weighting.Sound pressure level Bulldozer at 25' values obtained using this weighting are referred to as — 0 A-weighted sound pressure levels and are signified by d 4 w 80 Sports car interior at 60 mph IA the identifier dBA. To provide some perspective, a Diesel locomotive at 50' Figure 2.1 gives typical A-weighted sound pressure N levels of various common sounds. 2 2 r 70Air compressor at 50' An important feature of the human perception ofo W continuous sound is that an increase or decrease in 1 2) 60 Normal conversational speech at 5'-10' sound pressure level by 3 dB or less is barely percep- tible; an increase or decrease of 5 dB is clearly perceptible; an increase or decrease of 10 dB is 112 Q 50Open office area background level perceived as a doubling or halving of noise level. 1/4 40 Residential with soft radio music Residential background level 1/8 30 Soft whisper at 2' Recording studio 1/16 20 Concert hats Figure 2.1 Loudness ratio and decibel scale(dBA)for common sounds 2.1 Octave Band Sound octave Pass Bands in Hertz 1 III' 10 45 - 90 - 180 - 355 -- 710 -14-1400 -2800-5600-11200 --- � . Pressure Levels N For general environmental sounds, inside and outside ?100 of buildings, acoustic analysis usually involves deter- N mining the sound pressure level in groups or bands d 90 of frequencies. it is customary to divide the audible °C In frequency range into octave frequency bands. Figure 2.2 provides a list of octave band frequencies 80 which have been defined in ANSI Standard S1.6— 1984 Preferred Reference Quantities for Acoustical °i 70 Measurements [6]. The ANSI standard does not define 2 octave band numbers. These have been given in U) i j t Figure 2.2 as they are commonly used in technical a 1 literature, particularly information pertinent to buildings. c c 50 Low High Octave Frequency Center Frequency to 63 125 250 500 10 4 00 Band Limit Frequency Limit 40 No. (Hz) (Hz) (Hz) 5 1 2 5 1 2 5 1 22.4 31.5 44.7 100 1000 10000 1 44.7 63. 89.1 Frequency in Hertz 2 —_- 89.1 125. 178. Figure 2.3 3 178. 250. 355. Octave band sound pressure level spectrum for typical commercial jet 4 355. 500. 708. aircraft take-off 5 708- 1,000. 1,413. 6 1,413. 2,000. 2,818. 7 2,818. 4,000. 5,623. 8 5,623. 8,000. 11,200. 9 11,220. 16,000. 22,387. 'Nominal Values Figure 2.2 Preferred octave band frequencies Sound level meters often are outfitted with octave band measurement capabilities. This allows the instrument user to directly measure the sound pressure level in each octave band. Although this data can be listed in tabular form, it is more useful to graph octave band values on a chart, as shown in Figure 2.3. This allows the user to more easily identify specific features of background noise which might be of concern. Data presented in this fashion are referred to as an octave band spectrum.Also shown in Figure 2.3 is an octave band spectrum of noise produced by an aircraft taking off at a distance of 1,000 feet. Under certain circumstances, more frequency resolu- tion in acoustical data is needed so that one-third octave band sound level spectra are used. For exam- ple, the 1,000 Hz octave band is divided into One-third octave bands with center frequencies at 800 Hz; 1,000 Hz; and 1,250 Hz. In Section 3 of this guide, sound Transmission Loss (TL)for various glazing configura- tions is reported in one-third octave band frequencies, as required by pertinent standards. 2.2 Environmental Noise Equivalent Sound Level Descriptors For several years, the U.S. Environmental Protection Agency(EPA)has encouraged the use of the equiva- Besides frequency and level, environmental sounds lent sound level: a descriptor that uses the average exhibit a time-varying or temporal characteristic. The A-weighted energy and differs significantly from 50th temporal character of noise level can be illustrated by percentile, or average, sound pressure level. Unlike considering noise levels that occur near a highway. the 50th percentile sound level which is not influenced During the day, noise levels are generally high, increas- by peak noise levels of short duration, the equivalent ing to higher peaks when a noisy truck passes and sound level is.Therefore, the A-weighted equivalent decreasing to a lower level between vehicle platoons. sound level combines level, frequency and temporal At night, when traffic volumes are lower, the same vari- character into a single-valued descriptor. Equivalent ation occurs but is centered around a lower level, sound level, symbolized as Leq, is always higher than Noise descriptors are quantifications of noise that the L50, as it is influenced by noise contributions of combine, into a single value, the three chief features high level and short duration such as aircraft flyovers of environmental noise: level, frequency and temporal or noisy truck passbys. characteristics. The use of an A-weighted sound pres- sure level combines the first two characteristics— level and frequency—into a single number. Then, by averaging A-weighted sound pressure levels over time in various fashions, noise descriptors that combine all three features can be developed A commonly used descriptor is Percentile Exceeded A-weighted Sound Levels,A-weighted sound pressure levels exceeded for specific percent- ages of time within a noise monitoring period. For example, the one-hour 50 percentile A-weighted noise level, symbolized as the L50(1 hour), is the A-weighted noise level exceeded a total of 30 minutes out of a con- tinuous 60-minute period. Likewise, the L10(20 minutes) is the A-weighted noise level exceeded a total of two minutes out of a continuous 20-minute period. Percentile exceeded A-weighted noise levels most often are used to assess the time-varying character of noise. The residual noise level (defined as the nearly constant, low level of noise produced by distant motor vehicle traffic or industrial activity)is indicative of the lowest level in a monitoring period. Residual noise level is commonly defined as the 1_90, i.e.,the A-weighted sound level exceeded 90%of a monitoring time period. Intrusive noise is characterized as a high noise level that endures for only a short period and is produced by such events as aircraft flyovers and truck passbys. Intrusive noise level is often defined as the 1_10, i.e., the A-weighted sound level exceeded 10% of a monitoring time period. Although the L10 is useful for understanding environmental noise, it is no longer used by any federal agency in setting standards. Instead, the equivalent sound level has become more commonly adopted as discussed below. 2.3 Day-Night Average outdoor Location Sound Levels -�- �—Apartment next to freeway Noise levels occurring at night generally produce 314 mile from touchdown at major airport greater annoyance than do the same levels which occur during the day. It is generally agreed that com- -so F--Downtown with some munity perception of nighttime noise levels is 10 dBA F��construction activity higher[7]. That is, a given level of environmental noise urban high density apartment during the day would appear to be approximately 10 dBA louder at night—at least in terms of its potential for -70- causing community annoyance.This is largely Urban row housing on major because nighttime ambient environmental noise levels avenue m in most areas are approximately 10 dBA lower than a daytime noise levels. -60 �Old urban residential area This feature of nighttime annoyance has been incorpo- rated into a day-night noise descriptor which uses the equivalent sound level. This descriptor, referred to as the day-night average sound level or day-night _50.!� —wooded residential equivalent sound level (Ldn)applies a 10 dBA "penalty"to noise levels occurring between 10:00 p.m. Agricultural crop land and 7:00 a.m., thus accounting for increased commu- nity sensitivity to nighttime noise levels. To help place -40�Rural residential day-night average sound levels into perspective, Figure 2.4 contains a scale showing Ldn values for < wilderness ambient various types of outdoor locations. Because of their sensitivity to frequency and temporal30- characteristics of noise, both the Leq and the Ldn have Figure z.a become widely accepted for use in environmental noise regulations and criteria. Among the federal agencies Examples of outdoor day-night average sound levels in d6 measured using Lecl or Ldn sound levels are the U.S. Environ- at various locations[7] mental Protection Agency, the Federal Highway Administration, the U.S. Department of Housing and Urban Development, the Federal Aviation Administra- tion, and the Department of Defense. 2.4 e) Environmental Standards i) Wireless services facilities shall not be located in wetland resource areas. Locating of wireless facilities in wetland buffer areas shall he avoided whenever possible and disturbance to wetland buffer areas shall be minimized.All Conservation Commission regulations and procedures must be followed. ii) No hazardous waste shall be discharged on the site of any personal wireless service facility. If any hazardous materials are to be used on site,there shall be provisions for full containment of such materials. An enclosed containment area shall be provided with a sealed floor, designed to contain at least 110%of the volume of the hazardous materials stored or used on site. Applicant must comply with all federal, state and local regulations governing hazardous materials. iii) Storm water run-off as a result of the wireless facility shall be contained on-site and comply with the DEP Storm Water Management regulations as applicable. iv) Ground-mounted equipment for wireless service facilities shall not generate acoustic noise in excess of 50 dB at the security barrier. v) Roof-mounted or side-mounted equipment for wireless service facilities shall not generate Oise in excess of 50 dB at ground level at the base of the building closest to the antenna. f) Safety Standards i) Radiofrequency Radiation (RFR) Standards.All equipment proposed for a wireless service facility shall be authorized per the FCC Guidelines for Evaluating the Environmental Effects of Radiofrequency Radiation(FCC Guidelines)or any other applicable FCC guidelines and regulations. ii) Structural Integrity.The applicant shall provide certification by a structural engineer that the wireless service facility is structurally sound for the proposed facility. 5) Application Procedures a) Special Permit Granting Authority(SPGR).The Special Permit Granting Authority(SPGR) for wireless service facilities shall be the Planning Board. b) Pre-Application Conference.Prior to the submission of an application for a Special Permit under this regulation,the applicant is strongly encouraged to meet with the SPGA at a public meeting to discuss the proposed wireless service facility in general terms and to clarify the filing requirements. c) Pre-Application Conference Filing Requirements.The purpose of the conference is to inform the SPGA as to the preliminary nature of the proposed wireless service facility. As such, no formal filings are required for the pre-application conference. However,the applicant is encouraged to prepare sufficient preliminary architectural and/or engineering drawings to inform the SPGA of the location of the proposed facility,as well as its scale and overall design. d) Application Filing Requirements.The following shall be included with an application for a Special Permit for all wireless service facilities: i) General Filing Requirements (1) Name,address and telephone number of applicant and any co-applicants as well as any agents for the applicant or co-applicants.A 24-hour emergency telephone contact number shall be included for use during construction as well as operation of the wireless communication facility. (2) Co-applicants may include the landowner of the subject property, licensed carriers and tenants for the wireless service facility 3 Ever application for a wireless service facility Special Permit shall include at least one ( ) Y pP h' P licensed carrier and the owner of the land as an applicant or a co-applicant. 99 foot-candle levels at grade, within the property to be developed and twenty-five (25) feet beyond property lines.The printout shall indicate the locations and types of luminaries pronosed. vi) Noise Filing Requirements (1) The applicant shall provide a statement listing the preexistent and maximum future projected measurements of noise from the proposed wireless service facilities, measured in decibels Ldn(common logarithmic scale, accounting for greater sensitivity at night),for the following: (a) Preexistent or ambient:the measures of preexistent noise (b) Preexistent plus proposed wireless service facilities: maximum estimate of noise from the proposed wireless service facility plus the preexistent noise environment. (c) Such statement shall be certified and signed by an acoustical engineer, stating that _ noise measurements are accurate and meet DEP requirements and Section 8.9(4)(e). vii)Radiofrequency Radiation R)Filing Requiremen s �— (1) All telecommunications facilities shall be operated only at Federal Communications Commission(FCC)designated frequencies,power levels and standards, including FCC Radio Frequency Emissions standards.The applicant shall provide certification demonstrating that the maximum allowable frequencies; power levels will not be exceeded.Certifications shall include technical specifications,a written explanation of those specifications, and, if necessary, field verification.The Permit Granting Authority may condition any Special Permit granted under this section upon a periodic submittal of certification of compliance with said standards. (2) In order to determine compliance with applicable FCC regulations,the applicant shall provide a statement listing the preexistent and maximum future projected measurements of RFR from the proposed wireless service facility, including all co- locators, for the following situations: (a) Preexistent or ambient:the measurement of preexistent RFR. (b) Preexistent plus proposed wireless service facilities: maximum estimate of RFR from the proposed wireless service facility plus the preexistent RFR environment. (c) Certification, signed by a engineer, stating that RFR measurements are accurate and meet FCC Guidelines as specified in the Radiofrequency Radiation Standards subsection of this Bylaw. (3) Applicant must submit a copy of the letter from the Massachusetts Department of Public Health approving the site for this facility as required by 1.05 CMR 122.000 requires that the Department of Public Health approve all sites for wireless facilities with respect to emissions. viii) Federal Environmental Filing Requirements (1) At the time of application filing,an Environmental Assessment(EA)that meets FCC requirements shall be submitted to the Town for each wireless service facility site that requires such an EA to be submitted to the FCC (2) The applicant shall list location,type and amount(including radiation trace elements) of any materials proposed for use within the wireless service facility that are considered hazardous by the federal, state or local government. ix) Waiver.The SPGA may waive one or more of the application filing requirements of this section if it finds that such information is not needed for a thorough review of a proposed personal wireless service facility. 6) Co-location a) Licensed carriers shall share wireless service facilities and sites where feasible and appropriate, thereby reducing the number of wireless service facilities that are stand-alone 102 COMMONWEALTH OF A2ASSACHUSrTTS ~L - EXECUTIVE OFFICE OF EN-VIRO?\'AIE\'-„\ DEPART IENT OF ENVIROMMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02105 617-292-5500 January 16, 1990 - DAQC Policy 90-.001 DIVISION Or AIR QUALITY CONTROL POLICY T is policy is adopted by the Division o Air Quality Control . T! D-:3artment' s existing guideline for en7orc?ng its not=e recwlation (310 CMR 7 . 10) is being reaffirmed. P O L I C Y noise source will be considered to be violating t DeccrL`;=nL ' s noise regulation (310 CMR 7 . 10) if It does no% : Increase the broadband sound level by more than 10 dP ! bone a7mbi er_t . % . Produce a "pure tone ” condition - when any oc' center frequency sound pressure level exceeds' the tv:o adjacent center =requency sound pressure levels by decibels or more . mese criteria are measured both at the property line and a- the _wrest inhabited residence . Ambient -is- defined as t=•= backcround A-weighted sound level that is exceeded 900 of the measured during equipment operating hours . The ambient may also be established by other means with the consent of the Department . Approved: January 16, 1990 Effective: Immediately Barbara A. Kwetz Actino Director Division of Air Quality Control APPENDIX C Noise Barrier Wall Details CCd Relocate existing equipment elsewhere within compound to provide room for noise barrier / \ Tr NICE wuRE Q 2C ICE ro Eq Tam 1 (CUYED TO ER OR\ / " F-Tfxe•-v \ 'I- �R (q cur IRRE(IYP.OF (E) I IV'I FRO. / ICE&1= &S PCR SEx.IUI(1 (E) I+"7 J ! EBCEICE(r-t N) \ \ \\ ON c � � (q'WANWORMEn CE)ar pg We a f\ / BRIDGE(1 f / (E) I f (E)METER (E)UTILITY PIXE x NETfT C.x154 } cps ICE (TO Uig ► R` Construct three-sided sound barrier x wall, 10 ft.tall,with barrier ends + 1? extending 5 ft. back from HVAC end / + CU7& x�. Install VersaFlex cabinet with / HVAC unit at North end PROPOSED COAP1}MD PLAN@ SCALE 3111'.1-d' Appendix C:Conceptual noise barrier design About Empire Page 1 of 1 About Empire Thank you for your interest in Empire Acoustical Systems'(EAS)product line and the capabilities of our company. EAS focuses on the custom engineering,fabrication and installation of acoustical enclosures,noise barriers and sound absorptive wall mountings. EAS noise control products are fabricated from galvanized steel or similar metals and have two basic applications. The Silent Screen panel is engineered for noise enclosures and barrier walls where structural integrity, sound absorption, and transmission loss are of major concern. The M-90 panel is used on walls for sound absorption applications. EAS noise control systems are designed to meet Universal Building Code(UBC),AASHTO,RISC,and AISI standards. All acoustical tests are certified by Riverbank Acoustical Laboratories, an independent testing laboratory. EAS custom engineered products are designed for harsh working environments,such as airport,highway, industrial,military, utility and commercial applications. They are especially suited for harsh working environments. After you have had the opportunity to review this site,please feel free to call one of our office locations with any questions you might have.We will be pleased to discuss our products and offer additional information to assist you with your current acoustical projects. Sincerely, Patrick McKeown President If you don't find what you are looking for,please call for assistance: 719-846-2300 ©Copyright Empire Acoustical Systems http://www.empireacoustical.com/about.htm 7/26/2007 Panel Types Page l of 3 Our cost effective, light-weight, metal panels (reflective and absorptive) are designed to meet your specific noise control problems. Maintaining the highest acoustical properties available, our systems are engineered for easy installation and no maintenance. inel T . Silent Screen Pane • rp Ive Panel • VISTA Panel . Reflective Panel Acoustical Performance Installation and Specifications Durability and Maintenance Color Coating Aesthetics Technical Assista Silent Screen Panels Silent Screen absorption panels are designed to provide both sound absorption and sound transmission loss. These panels consist of individual sections,each 12 inches wide,mounted horizontally on top of one another,or vertically,side by side.Each section consists of a 2 3/4 inch deep,16 to 22-gauge tray.Typically,the tray is filled with six-pound density mineral wool,and covered with a perforated 22-gauge face panel, i as Some of the incident sound striking the perforated side will pass through the perforations and be absorbed by the 1 acoustical material,and some will be reflected back In the direction of the noise source.The"remaining"sound, which is transmitted through the barrier,will be substantially reduced.The panels have a Noise Reduction Coefficient(NRC)of 1.05.The panels also have a sound transmission class(STC)of 26 for 22 gauge steel and STC of 35 for 16 guage steel. STC's as high as 46 are available. Back to Top M-90 Abkorptive Pa1 The panel is designed for wall-moi ting indoor and outdoo plications.The p I widths are 24 hes wide.Th �hel,thlcknestis 2 5/8 inches ani'�.ngths vary up to 1% t. absorptive terial is a six-po d density miner ft?ck woo! I tie M-90 panel has spend absorption val NRC 1.1. v-, Back to Top M-90 Absorptive Panel VISTA Panels When me degree' isibility is regw for safety or mo ring purposeN al Pan n incorpo a high strep Lexan type m al which has a ty rivalinguch strop VISTAanels also abrasion a ultraviolet res! t.VIS panels are eas4ly combined-with mineral woo lled panels or dou a wall panels to s Ive a wide variety t � sight - ght sound probl ��; Vista Panels Back to To'`' Reflective Panels Sile Green Refle Panels are igned to provide and transmi n loss only.Th nets const f interlo g sections, 4 'cally 12 inch _wide,and an be entad In tally or vertical effective Is provide a ' htweight,ae etically plea noise wall and a stical barrier; Back to Top • http://www.empireacoustical.com/Acoustical__Panels/ 7/26/2007 Panel Types Page 2 of 3 Reflective Panels Acoustical Performance PANEL ACOUSTICAL TEST TYPE RATING There are two properties which are used to measure the performance of acoustical panels.Sound absorption is SOUND TRANSMISSION the ability of a noise panel to internally dissipate(as heat)incident acoustical energy.This properly is measured in LOSS terms of a sound absorption coefficient..The higher the value of the coefficient,the more sound will be "absorbed,"leaving less to be transmitted or reflected.Theoretically,a coefficient value of 1.0 indicates that all RAL-TL90- Composite STC-39 incident energy is absorbed. 352 Panel with perforated metal Sound transmission loss is a measure of the amount by which a noise level is reduced as the noise"passes facing through"a panel or barrier.Transmission loss is measured in decibels,and a high transmission loss indicates that a panel will be able to block substantial amounts of noise. SOUND ABSORPTION RAL-A87- Composite NRC-1.0 EAS panels have been tested in an independent acoustical laboratory.*The results of these tests are available on 370 Panel with request.Typical performance data for standard panels is as follows:(Right) perforated metal Sound transmission loss tests were performed in accordance with ASTM-E90 and ASTM-E413.Sound absorption facing tests were performed in accordance with ASTM-C423 and ASTM-E795. Back to Top River6ankRcousbta/Laboratories Installation one of the major advantages of the EAS Silent Screen panels is their ease of handling and assembly.In contrast to many other acoustical panels,which are fabricated in heavy 2-foot or 4-foot widths,Silent Screen panels are standard 12 inch widths.These lightweight sections can be easily handled and installed by one or two people without special tools. Many installations do not require fasteners between panel sections! i ' All necessary trim pieces and hardware are included.When required,structural supports,framing and girts can also be designed and supplied,resulting in a complete turnkey installation. = Back to Top Installation Specifications A complete set of suggested product specifications for EAS Silent Screen panels is available Durability and Maintenance EAS panels are designed to be virtually maintenance-free over the expected lifetime of a typical installation.Spray painted graffiti can be easily removed with common solvents when using the Kynar®paint system. Back to Top Color Coating Panels can be supplied either galvanized(G-90)or color coated after galvanizing with one of the following systems: • Empire Acoustical Systems has recently acquired a'baked on'Powder Coating system for projects requiring'custom'colored panels. Most colors are available with this system;color charts sent upon request,or for custom colors please provide Empire with a federal spec number or a sample of the color itself. Shopping Ma// • Panels can also be coated using the Kynar 500 Series,Empire stock color Sandstone. • All acoustical panels are supplied galvanized,and may be painted in the field. http://www.empireacoustical.com/Acoustical Panels/ 7/26/2007 Panel Types Page 3 of 3 Back to Top Aesthetics Our superior coating system is available in a variety of colors to suit virtually any decor requirement.Colors can be specified to blend into or contrast with the surroundings.Panels are supplied with all ancillary items in matching colors, � fr Absorptive panels can be specified with a flat finish,to reduce unwanted glare and reflections,or a gloss finish,to enhance the color and brighten the decor.Alternatively,if a coating is not required,panels can be furnished with a standard galvanized finish. Highway Barrier Back to Top Technical Assistance EAS Acoustical Systems has structural designers and engineers available and can provide a turnkey y 9 9 P Prolect, MeAt including installation,when requested. AMRS&a Z&" We also have the resources to provide acoustical testing and evaluation.A preliminary acoustical analysis may be necessary to determine the appropriate type of treatment.Pre-and post-project acoustical measurements can help determine the effectiveness of an installation. f.. Our technical staff is ready and willing to assist you on your next project Back to Top http://www.empireacoustical.com/Acoustical—Panels/ 7/26/2007 Prince,Lolsol,Glovsky&Tye LLP Attorneys ae tow Aim&M.Som,Esq. Ddoct Diol: (61714$"123 i0Q Cambeid�a Street � surto 2200 6o51m,MQ02114 _ . t (417)456,8000 Tel (4171456,!)100 Fox 2601 JUL 12 AM WWW.,711gi.corn July 10, 2007 ,O1I NORTH ArD 0V MASS ACF!UK; Via iracsimilet(972)"8.9542 RECEIVED and Frst-Klass Moil JUL 112007 NORTH ANDOVER Planning Board PLANNING DEPARTMENT Town of North Andover t 1600 Osgood Road North Andover, MA 01845 Re: Application for a Modification of a Special Permit and Site Plan Approval Property Address: 300 Chestnut Street, North Andover Map 98C, Lot 0001 (the"Property") Applicant: Sprint Spectrum, L.P_ and its affiliate Nextel Communications of the Mid-Atlantic, Inc. (the "Applicant") Dear Honorable Members of the Planning Board: As you know, this firm represents the Applicant in connection with the above-referenced application from the Town of North Andover Planning Board (tho "Board"(. This letter will serve as written confirmation of the Board's request to continue the public hearing currently scheduled for July 17, 2007,until August 7, 2007, The Applicant also agrees to waive the time required for the Board to issue its decision until August 14, 2007, Prior to the August 7hearing, the Applicant will deliver supplementary materials supporting the Applicant's application in time For the Board to review these materials in advance of the public hearing. Please do not hesitate to contact me should you have any questions or concerns. Sincer , u4..� - ic do M. so RMS/cd `r► PRINCE.LOBEL.GLOVSKY&TYE :-:j f„ORTI,1 Town of North Andover Town Clerk Time Stam P Community Development and Services Division Office of the Zoning Board of Appeals cNuso CHUS 400 Osgood Street �sw North Andover,Massachusetts 01845 Raymond Santilli, Interim Communitv Telephone (978)688-9541 -4 Development Director Fax (978)688-9542 WP ;:D G Any appeal shall be filed within Notice of Decision P0 rn ac CO(20)days after the date of filing Year 2005 �� :Z of this notice in the office of the -0 c nm per Mass.Gen.L.ch. cn Town Clerk p r =,� 40A,§17. Property at: 300 Chestnut Street k Jr cn NAME: Cingular Wireless LLC,580 Main Street, HEARING(S): February 8,April 12,May 12, Bolton,MA 01740 June 14,July 12,&August 9,2005 ADDRESS: for premises at: 300 Chestnut Street PETITION: 2005-001 North Andover,MA 01845 TYPING DATE: August 11,2005 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday,August 9,2005 at 7:30 PM in the Town Hall top floor meeting room, 120 Main Street,North Andover,Massachusetts upon the application of Cingular Wireless LLC,580 Main Street,Bolton,MA 01740,for premises at:300 Chestnut Street, North Andover,requesting a dimensional Variance from Section 8,Paragraph 89(3)(c)(v)of the Zoning Bylaw, minimum requirements of the distance to lot lines,in order to install additional antennas on the existing antenna tower. Said premise affected is property with frontage on the East side of Chestnut Street within the R-3 zoning district. The legal notices were published in the Eagle Tribune on January 24&January 31,2005. The following voting members were present: Ellen P.McIntyre,Richard J.Byers,Thomas D.Ippolito,and Richard M.Vaillancourt. The following non-voting members were present: Joseph D.LaGrasse and David R.Webster. Upon a motion by Richard J.Byers and 2nd by Richard M.Vaillancourt,the Board voted to grant the dimensional Variance from Section 8,Paragraph 8.9(3)(c)(v),minimum requirements ofthe distance to the lot lines in order to install additional antennas on the existing antenna tower. Voting in favor of the motion: Ellen P.McIntyre and Richard J.Byers. Voting to deny the motion: Thomas D.Ippolito and Richard M.Vaillancourt. The Board finds that the motion for the Variance petition failed to receive the required super majority of four votes, per Mass.Gen. L ch.40A§15. The Board finds that the applicant was requested to address the issue of hardship in general as well as hardship as it pertains to soil,shape,and topography during the April 12,2005 hearing. The applicant provided the May 6,2005 written response and the May 12,2005 verbal response during the hearing to the issue of hardship as it pertains to gap coverage,but not to soil,shape and topography. The Board finds that owing to circumstances relating to the soil conditions,shape,or topography of the land or structures,and especially affecting such land but not affecting generally the zoning district in which it is located,a literal enforcement of the dimensional provisions of the ordinance would not involve substantial hardship,financial or otherwise,to the petitioner,that desirable relief may not be granted without substantial detriment to the public good,and that desirable relief may not be granted without nullifying or substantially derogating from the intent or purpose of this Bylaw as stated in Section 1 and Section 10,Paragraph 10.4. Town of North Andover Board of Appeals, I Ellen P,McIntyre,Chair Decision2005-001. M98.CP2. Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 Town of North Andover Town Clerk Tune Stamp Of t.eo s�O Community Development and Services Division 10- 9 Office of the Zoning Board of Appeals 3'Ss';cN�sE�� 400 Osgood Street North Andover,Massachusetts 01845 Raymond Santilli, Interim Community Telephone (978)688-9541 � -4 Development Director Fax (978)688-9542 := Any appeal eal shall be filed within Notice of Decision �=� P�* � � (20)days after the date of filing Year 2005 cl� ' of this notice in the office of the -� :i►t-r1 Town Clerk,per Mass.Gen. L.ch. �Q 40A, §17. Property at: 300 Chestnut Street >; NAME: Cingular Wireless LLC,580 Main Street, HEARING(S): February 8,April 12,May 12, Bolton,MA 01740 June 14,July 12,&August 9,2005 ADDRESS: for premises at: 300 Chestnut Street PETITION: 2005-001 North Andover,MA 01845 TYPING DATE: August 11,2005 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday,August 9,2005 at 7:30 PM in the Town Hall top floor meeting room, 120 Main Street,North Andover,Massachusetts upon the application of Cingular Wireless LLC,580 Main Street,Bolton,MA 01740,for premises at:300 Chestnut Street, North Andover,requesting a dimensional Variance from Section 8,Paragraph 8.9(3)(c)(v)of the Zoning Bylaw, minimum requirements of the distance to lot lines,in order to install additional antennas on the existing antenna tower. Said premise affected is property with frontage on the East side of Chestnut Street within the R-3 zoning district. The legal notices were published in the Eagle Tribune on January 24&January 31,2005. The following voting members were present: Ellen P.McIntyre,Richard J.Byers,Thomas D.Ippolito,and Richard M. Vaillancourt. The following non-voting members were present: Joseph D. LaGrasse and David R. Webster. Upon a motion by Richard J.Byers and 2nd by Richard M. Vaillancourt,the Board voted to grant the dimensional Variance from Section 8,Paragraph 8.9(3)(c)(v),minimum requirements of the distance to the lot lines in order to install additional antennas on the existing antenna tower. Voting in favor of the motion: Ellen P.McIntyre and Richard J.Byers. Voting to deny the motion: Thomas D. Ippolito and Richard M.Vaillancourt. The Board finds that the motion for the Variance petition failed to receive the required super majority of four votes, per Mass.Gen. L ch.40A§15. The Board finds that the applicant was requested to address the issue of hardship in general as well as hardship as it pertains to soil,shape,and topography during-the April 12,2005 hearing. The applicant provided the May 6,2005 written response and the May 12,2005 verbal response during the hearing to the issue of hardship as it pertains to gap coverage,but not to soil,shape and topography. The Board finds that owing to circumstances relating to the soil conditions,shape,or topography of the land or structures,and especially affecting such land but not affecting generally the zoning district in which it is located,a literal enforcement of the dimensional provisions of the ordinance would not involve substantial hardship,financial or otherwise,to the petitioner,that desirable relief may not be granted without substantial detriment to the public good,and that desirable relief may not be granted without nullifying or substantially derogating from the intent or purpose of this Bylaw as stated in Section 1 and Section 10,Paragraph 10.4. Town of North Andover Board of Appeals, Ellen P.McIntyre,Chair/ Decision2005-001 M98.CP2. Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 „oeT” Town of North Andover Town Clerk Time Stamp or g`..ao Community Development and Services Division Office of the Zoning Board of Appeals 400 Osgood Street North Andover,Massachusetts 01845 Raymond Santilli, Interim Community Telephone (978)688-9541 � --1 r-� Development Director Fax (978)688-9542 coati ..t r—O Any appeal shall be filed within Notice of Decision , P'> r'l (20)days after the date of filing Year 2005 c: of this notice in the office of the , —0 cry q Town Clerk,per Mass.Gen.L.ch. X ,} 40A, §17. Property at: 300 Chestnut Street X N �k NAME: Cingular Wireless LLC,580 Main Street, HEARING(S): February 8,April 12,May 12, Bolton,MA 01740 June 14,July 12,&Aa 9,2005 ADDRESS: for premises at: 300 Chestnut Street PETITION: 2005-001 North Andover,MA 01845 TYPING DATE: August 11,2005 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday,August 9,2005 at 7:30 PM in the Town Hall top floor meeting room, 120 Main Street,North Andover,Massachusetts upon the application of Cingular Wireless LLC,580 Main Street,Bolton,MA 01740,for premises at:300 Chestnut Street, North Andover,requesting a dimensional Variance from Section 8,Paragraph 8.9(3)(c)(v)of the Zoning Bylaw, minimum requirements of the distance to lot lines,in order to install additional antennas on the existing antenna tower. Said premise affected is property with frontage on the East side of Chestnut Street within the R-3 zoning district. The legal notices were published in the Eagle Tribune on January 24&January 31,2005. The following voting members were present: Ellen P.McIntyre,Richard J.Byers,Thomas D.Ippolito,and Richard M. Vaillancourt. The following non-voting members were present: Joseph D. LaGrasse and David R Webster. Upon a motion by Richard J.Byers and 2nd by Richard M Vaillancourt,the Board voted to grant the dimensional Variance from Section 8,Paragraph 8.9(3)(c)(v),minimum requirements of the distance to the lot lines in order to install additional antennas on the existing antenna tower. Voting in favor of the motion: Ellen P.McIntyre and Richard J.Byers. Voting to deny the motion: Thomas D. Ippolito and Richard M. Vaillancourt. The Board finds that the motion for the Variance petition failed to receive the required super majority of four votes, per Mass.Gen. L ch.40A§15. The Board finds that the applicant was requested to address the issue of hardship in general as well as hardship as it pertains to soil,shape,and topography during the April 12,2005 hearing. The applicant provided the May 6,2005 written response and the May 12,2005 verbal response during the hearing to the issue of hardship as it pertains to gap coverage,but not to soil,shape and topography. The Board finds that owing to circumstances relating to the soil conditions,shape,or topography of the land or structures,and especially affecting such land but not affecting generally the zoning district in which it is located,a literal enforcement of the dimensional provisions of the ordinance would not involve substantial hardship, financial or otherwise,to the petitioner,that desirable relief may not be granted without substantial detriment to the public good,and that desirable relief may not be granted without nullifying or substantially derogating from the intent or purpose of this Bylaw as stated in Section 1 and Section 10,Paragraph 10.4. Town of North Andover Board of Appeals, t Ellen P.McIntyre,Chair Decision2005-001 M98.CP2. Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 Town of North Andover Town Clerk Time Stamp Community Development and Services Division Office of the Zoning Board of Appeals 400 Osgood Street North Andover,Massachusetts 01845 Raymond Santilli, Interim Community Telephone (978)688-9541 --� Development Director Fax (978)688-9542 c�+ Any appeal shall be filed within Notice of Decision y . (20)days after the date of filing Year 2005 of this notice in the office of the = —a Town Clerk,per Mass.Gen. L.ch. 10 40A, §17. Property at: 300 Chestnut Street s; -TJ rix NAME: Cingular Wireless LLC,580 Main Street, HEARING(S): February 8,April 12,May 12, Bolton,MA 01740 June 14,July 12,&August 9,2005 ADDRESS: for premises at: 300 Chestnut Street PETITION: 2005-001 North Andover,MA 01845 TYPING DATE: August 11,2005 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday,August 9,2005 at 7:30 PM in the Town Hall top floor meeting room, 120 Main Street,North Andover,Massachusetts upon the application of Cingular Wireless LLC,580 Main Street,Bolton,MA 01740,for premises at:300 Chestnut Street, North Andover,requesting a dimensional Variance from Section 8,Paragraph 8.9(3)(c)(v)of the Zoning Bylaw, minimum requirements of the distance to lot lines,in order to install additional antennas on the existing antenna tower. Said premise affected is property with frontage on the East side of Chestnut Street within the R-3 zoning district. The legal notices were published in the Eagle Tribune on January 24&January 31,2005. The following voting members were present: Ellen P.McIntyre,Richard J.Byers,Thomas D.Ippolito,and Richard M. Vaillancourt. The following non-voting members were present: Joseph D.LaGrasse and David R Webster. Upon a motion by Richard J.Byers and 21d by Richard M. Vaillancourt,the Board voted to grant the dimensional Variance from Section 8,Paragraph 8.9(3)(c)(v),minimum requirements of the distance to the lot lines in order to install additional antennas on the existing antenna tower. Voting in favor of the motion: Ellen P.McIntyre and Richard J.Byers. Voting to deny the motion: Thomas D. Ippolito and Richard M.Vaillancourt. The Board finds that the motion for the Variance petition failed to receive the required super majority of four votes, per Mass.Gen. L ch.40A§15. The Board finds that the applicant was requested to address the issue of hardship in general as well as hardship as it pertains to soil,shape,and topography during-the April 12,2005 hearing. The applicant provided the May 6,2005 written response and the May 12,2005 verbal response during the hearing to the issue of hardship as it pertains to gap coverage,but not to soil,shape and topography. The Board finds that owing to circumstances relating to the soil conditions,shape,or topography of the land or structures,and especially affecting such land but not affecting generally the zoning district in which it is located,a literal enforcement of the dimensional provisions of the ordinance would not involve substantial hardship, financial or otherwise,to the petitioner,that desirable relief may not be granted without substantial detriment to the public good,and that desirable relief may not be granted without nullifying or substantially derogating from the intent or purpose of this Bylaw as stated in Section 1 and Section 10,Paragraph 10.4. Town of North Andover Board of Appeals, 9~^ Ellen P.McIntyre,Chair Decision2005-001. M98.CP2. Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 05/13/2005 16:15 FAX 617 252 6899 ANDERSON & KREIGER LLP 10002/002 May 13 OS Oe: 25a NORTH RMDOVER 9786OBS542 p- 2 ►_ > ,�_ Town of North Andover Office of the Zoning Board of A.ppeala ; ity Development and Services Division 400 Osgood Str¢et North Andover,Massachusetts 01845 D.Robert N icetto Telephone(978)688.9541 Building Commissioner Fax (978)688-9542 Date TO: Town of North Andover Zoning Bowd.of Appeals 440 Osgood Street North Andover MA 01845 Please be advised that I have agreed to waive the time constraints for the North Andover,Zoning Board of Appeals to make a decision regarding the granting of a Varian dial Permit Comprebensive Permit(40B) Finding for property located at: C STREET:_3 100 C;,65-f Yf u J�V C'-e MAP:— PARCEL: 3 TOWN: � 'C� A14 TO MEETING DAMS): 4.We_ ��--- NAME OF PETITIONER: Signed, Petitio (or petitioner's resentative) r Gui , Board of ArPrals 478.611$-9541 $wilding 978-693-93-9 Conserwarion 976-6U-9M Wolth 978.AR6r'1W Pialittial M-6119 933: i 1 ,, 03/08/2005 16:29 9782567835 CHA-CHELMSFORD PAGE 01 Mar 08 05 09:54a NORTH RNDOVER 9780889542 p.2 Town of North Andover ""To, Office of the Zoning Board of Appeals w Community Development and Services Division • 4W Chgond itYQC! North Andover,Ma950I:husetts 01843 n. Rubra Nicrttu 1101di.aKTelophc.•te(978)688-9ri•i": FAN (978)688-9542 Date TO, Town of North Andover Zoning Hood of Appeals 400 Osgood Street North Andover MA 01$45 Please be advised that I have agreed to waive the time c fistraints for the North Andovcr Zoning Board of Appeals to make a decision regardinA I the granting of a arfance rzrmit Comprehensive Permit(40R) Finding fOT property locatrd at: STREET: _ h1.4 P: PARCEL: Towle- .A4 44L&C TO MEETING DATE(S): 1121,6.5. NAME OF P.ETI ONER: r ! Signed: Petitioner(or petitioner's r-epresentacive Hourd of Appeals 4014.n41-OW (111ilding 97440- 45 ('".4arnion')T&ANN•v$30 Haab N4AA-04 f piiei itia v'k•hltM•yt;35 Town of North Andoverp°RTN °t tt4•b I��ti Office of the Zoning Board of Appeals Community Development and Services Division 400 Osgood StreetpO•+TM1� -North Andover,Massachusetts 01845 ""s •o �c+usEi D. Robert Nicetta Building Commissioner Telephone(978)688-9541 Fax (978)688-9542 Date o? d 0S TO: Town of North Andover Zoning Board of Appeals 400 Osgood Street North Andover MA 01845 Please be advised that I have agreed to waive the time constraints for the North Andover Zoning Board of Appeals to make a decision regarding the granting of a L Variance Special Permit Comprehensive Permit(40B) Finding for property located at: STREET: ado ��PS ✓)L, f�� MAP: L � Ci PARCEL: — TOWN: of fy hdg11-'✓ TO MEETING DATE(S): d NAME OF PETITIONER: CSA /V— Signed: j Petitioner(or petitioner's representative) Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 Town of North Andover f aORTFt O wt�eo .° ti Office of the Zoning Board of Appeals Community Development and Services Divisions 400 Osgood StreetTop ww»o North Andover,Massachusetts 01845 'ss"c►wstt D.Robert Nicetta C i , ' 7D Building Commissioner `I'elep�bhe(978}689;9541 Fax (978)688-9542 Legal Notice North Andover, Board of Appeals Notice is hereby given that the North Andover Zoning Board of Appeals will hold a public hearing at the top floor of Town Hall, 120 Main Street,North Andover,MA on Tuesday the 8t`of February, 2005 at 7:30 PM to all parties interested in the appeal of Cingular Wireless LLC, 580 Main Street, Bolton,MA 01740, for premises at: 300 Chestnut Street,North Andover, requesting a dimensional Variance from Section 8, Paragraph 8.9(3)(c)(v)of the Zoning Bylaw, minimum requirements of the distance to lot lines, in order to install additional antennas on the existing antenna tower. Said premise affected is property with frontage on the East side of Chestnut Street within the R-3 zoning district. Plans are available for review at the office of the Building Department, 400 Osgood Street, North Andover,MA Monday through Friday from the hours of 8:30 to 4:30PM By order of the Board of Appeals Ellen P. McIntyre, Chair Published in the Eagle Tribune on January 24&January 31, 2005. Legalnotice2005-001, M98.CP2. Board of=appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 TOWN OF NORTH ANDOVER VARIANCE 3 4fti � '• `St�ED i•�i{' a ZONING BOARD OF APPEALS n 9 pDRATED.P`•�{l gSSACHU`� NAME' CIN .)U L A Q W f RC Le-.s S L-L C ADDRESS OF APPEAL: 3 0 o C H EsN-,j-rtEr Procedure & Requirements for an Application for a Variance Ten (10) copies of the following information must be submitted thirty (LO) days prior to the first public hearing. STEP 6: SCHEDULING OF HEARING AND Failure to submit the required information within the PREPARATION OF LEGAL NOTICE: time periods prescribed may result in a dismissal by the The Office of the Zoning Board of Appeals schedules Zoning Board of an application as incomplete. the applicant for a hearing date and prepares the legal The information herein is an abstract of more notice for mailing to the parties in interest(abutters) and specific requirements listed in the Zoning Board for publication in the newspaper. The petitioner is Rules and Regulations and is not meant to notified that the legal notice has been prepared and the supersede them. The petitioner will complete items cost of the Party in Interest fee. that are underlined STEP 7: DELIVERY OF LEGAL NOTICE TO NEWSPAPER STEP 1: ADMINISTRATOR PERMIT DENIAL: The petitioner picks up the legal notice from the Office The petitioner applies for a Building Permit and of the Zoning Board of Appeals and delivers the legal receivers a Permit Denial form completed by the notice to the local newspaper publication. Building Commissioner. STEP 8: PUBLIC HEARING BEFORE THE ZONING STEP 2: VARIANCE APPLICATION FORM: BOARD OF APPEALS: Petitioner completes an application form to petition the The petitioner should appear in his/her behalf, or be Board of Appeals for a Variance. All information as represented by an agent or attorney. In the absence of required in items 1 through and including 11 shall be any appearance without due cause on behalf of the completed. petitioner, the Board shall decide on the matter by using the information it has otherwise receive. STEP 3: PLAN PREPARATION: Petitioner submits all of the required plan information as STEP 9: DECISION: cited in section 10, page 4 of this form. After the hearing, a copy of the Board's decision will be , sent to all parties in interest. Any appeal of the Board's STEP 4: OBTAIN LIST OF PARTIES IN INTEREST: decision may be made pursuant to Massachusetts I The petitioner requests from the Assessors Office a General Law ch. 40A sec. 17, within twenty (20)days certified list of Parties in Interest(abutters). after the decision is filed with the Town Clerk. f STEP 5: SUBMIT APPLICATION: STEP 10: RECORDING THE DECISION AND PLANS. Petitioner submits one(1) original and 10 Xerox copies The petitioner is responsible for recording certification of j of all the required information to the Town Clerk's Office the decision and any accompanying plans at`the Essex to be certified by the Town Clerk with the time and date County, North Registry of Deeds, 381 Common St., ` of filing. The original will be left at the Town Clerk's Lawrence MA, and shall complete the Certification of Office, and the 10 Xerox copies will be left with the Recording form and forward into the Zoning Board of j Zoning Board of Appeals secretary. Appeals and the Building Department. k r iaavaiii<+aaaisaYii-iY}ia rvsiiizi<i a<avv}i<iv es.aiaiifiaiii}s+}}}as3aaa5a+aaatziaa+aiNiiY2asisasiia'+IDY$aaiasi}isii}+Eaissi}ii}+isiS3ui33kKi++i}ii+f;iv"asiai+Esa}LiiaBa+aisaeaaaasa33i I IMPORTANT PHONE NUMBERS: 978-688-9533 Office of Community Dev & Services 27 Charles Street, North Andover, MA 01845 978-688-9501 Town Clerk's Office 978-688-9542 fax for Community Development offices 978-688-9566 Assessor's Office 978-688-9545 Building Department 978-6Z ing Board of Appeals Office b 7r i ` ' PAGE 1 of 4 P; JAN 1 2 2Q0.5 IJ J i I (BARD Or APPEAL Page 2 of 4 Application for a 'VARIANCE Zoning Board of Appeals 1. Petitioner: Name, address and telephone number: ClW=Qt_A& VVI R.t�s LL G. CLOY&hI HAXl mpvA, Assoc,,g►�S LLP T80 A4A(N s-T2EMr 913 f20. cffEzmsFoRD,MA 01824 Q cx_-rai%d MA 0)-7-4:0 S-r17VE7V Ki"tj�7 f (01� 4401 - 4'¢8 *The petitioner shall be entered on the legal notice and the decision as entered above. ` 2. Owners of Land: Name, Address and Telephone number and number of years under this ownership: SI3 3353 CH ujac-H RD, NH 0'3-Z79" C 03) 210- ! ODO Years Owned Land: N/A 3. Location of Property: a. Street: 300 cHe's-rwu r 5-444VT Zoning District R-3 b. Assessors: Map number qgc Lot Number: 3 c. Registry of Deeds: Book Number 5 224 Page Number: 2 t 2 Sections under which the petition for the Variance is 4. Zoning Se a made. 9 P SE-C- on► 8.9 WI R.6-0 L eSs 5&YZ V c.E f=AG►1.1-rY (3 _ST(X c C�4cu,A4no 1�)s Cy� SL-,-GA<_ks `Refer to the Permit Denial and Zoning By-Law Plan Review as supplied by the Building Commissioner e Variance re uet 'be ths 5. Describe q WE AIZE UQ9E3n1U& A Vr4R.t ANCE F2nA4 THE MiN tmyM 5ATflr4GK rtoour&E !LWT.S OF 000 Fr-t-r Folz- MIL 06yi t S,14f%JTCYv"A AND hElit MOyiN MN6 5-r"c.1 *The above description shall be used for the purpose of the legal notice and decision. A more detailed description is required pursuant to the Zoning Board Rules and Regulations as cited on page 4 of this application.Failure by the applicant to clearly describe the request may result in a decision that does not address the intent of the applicant. The decision will be limited to the request by the applicant and will not involve additional items not included above. 6a, Difference from Zoning By-Law requirements: Indicate the dimensions that will not meet current Zoning By-Law Requirements. (A and B are in the case of a lot split) Lot Area Open Space Percent Lot Frontage: Parking * Minimum Lot set Back Sq. Ft. Sq. Ft. Coverage Feet Spaces Front Side A Side P Rear A. N/A i % 1 �v 1�A o 157 4qs ± ui r - 3 B. % i Page 3 of 4 Application for a VARIA 1 f CE Zoning Board of Appeals 6. b. Existing Lot: Lot Area Open Space Percent Lot Frontage Parking * Minimum Lot set Back Sq. Ft. Sq. Ft. Coverage Feet Spaces Front Side A Side B Rear At c. Proposed Lot (S): Lot Area Open Space Percent Lot Frontage Parking Minimum Lot set Back' Sq. Ft. Sq. Ft. Coverage Feet Spaces Front Side A Side B Rear VIA ! 'tet_ _% T� 9 t .243 05 r 2� e d. Required Lot: (As required by Zoning By-Law) ��� �' '3 ' •V A Lot Area Open Space Percent Lot Frontage Parking * Minimum Lot set Back" Sq. Ft. Sq. Ft. Coverage Feet Spaces Front Side A Side B Rear N/A Nlt�1 _V/a % , (woo &ao . I 7. a. Existing Buildings: f Ground Floor Number of Total Use of Square feet Floors Sq. feet Building* ff{t Pk E *Reference Uses from the Zoning By-Law.State number of units in buikfing. b. Proposed Buildings: I Ground Floor Number of Total c Use of Square feet Floors Sq. feet Building* f R.E i *Reference Uses from the Zoning By-Law.State number of units in building. f 6. Petitioner and Landowner signature (s): Every application for a Variance shall be made on this form which is the official form of the Zoning Board of Appeals. Every application shall be fled 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 the Zoning Board of Appeals does not absolve the applicant from this responsibility. The petitioner shall be responsible for ail expenses for filing and legal notification. Failure to comply with application requirements,as cited herein and in the Zoning Board Rules and Regulations may result in a dismissal by the Zoning Board of this application as incomplete. Signature Type above name (s) here ST'EyL=,N R ¢Ct N LES( PAGE 4 OF 4 VARIANCE 9. WRITTEN DOCUMENTATION *10. B. *Plan Specifications: Application for a Variance must be supported by a 1) Size of plan: Ten (10) paper copies of a plan legibly written or typed memorandum setting forth in not to exceed 11"x17", preferred scale of 1"=40' detail all facts relied upon. When requesting a variance II)One(1) Mylar. from the requirements of MGLA ch. 40A, Sec. 10.4 and III) Plan prepared by a Registered Professional the North Andover Zoning By-laws, all dimensional Engineer and/or Land Surveyor, with a block for requirements shall be clearly identified and factually five(5)ZBA signatures and date indicated on the supported. Each point,A-F individually, is required Mylar. to be addressed with this application. *10 C. *Features To Be Indicated On Plan: A. The particular use proposed for the land or 1) Site Orientation shall include: structure. 1. north point B. The circumstances relating to soil conditions, shape 2. zoning district(s) or topography of such land or structures especially 3. names of streets affecting the property for which the Variance is 4. wetlands(if applicable) sought which do not affect generally the zoning 5. abutters of property, within 300' radius district in which the property is located. 6. locations of buildings on adjacent properties C. Facts which make up the substantial hardship, within 50'from applicants proposed structure financial or otherwise, which results from literal 7. deed restrictions, easements. enforcement of the applicable zoning restrictions In Legend&Graphic Aids: with respect to the land or building for which the 1. Proposed features in solid lines&outlined in red variance is sought. 2. Existing features to be removed in dashed lines D. Facts relied upon to support a finding that relief 3. Graphic Scales sought will be desirable and without substantial 4. Date of Plan detriment to the public good. 5. Title of Plan E. Facts relied upon to support a finding that relief 6. Names addresses and phone numbers of the sought may be given without nullifying or applicant, owner or record, and designer or substantially derogating from the intent or purpose surveyor. of the Ordinance. F. Submit RDA from Conservation Commission when 10 D. Minor Projects Continuous Buildable Area is applied for in ZBA Minor projects,such as decks,sheds, and garages, application. shall require only the plan information as indicated with an. asterisks(*). In some cases further information may 10. PLAN OF LAND be required Each application to the Zoning Board of Appeals shall be accompanied by the following described plan. Plans 11. APPLICATION FILING FEES must be submitted with this application to the Town A. Notification fees: Applicant shall provide a Clerk's Office and ZBA secretary at least thirty (30)days check or money order to: "Town of North Andover- prior to the public hearing before the Zoning Board of #022-1760-4841"for the cost of first class, certified, appeals. return receipt($4.42 as of November 2003)x#of all parties in interest identified in MG.LA ch. 40A§11 on the A set of building elevation plans by a Registered abutter's list for the legal notice check. Also, the Architect may be required when the application applicant shall supply first class postage stamps involves new construction/conversion/and/or a (currently 37¢)x the#of parties of interest on the proposed change in use. abutter's list for the decision mailing. B. Mailing labels: Applicant shall provide four(4) 10 A. Major Projects sets of mailing labels no larger than 1"x2-5/8" (3 copies Major projects are those, which involve one of the for the Legal mailing and one copy for the Decision following whether existing or proposed: mailing). I)five or more parking spaces, C. Administrative fee of$50.00 per application. II)three(3) or more dwelling units, ►► A Variance once granted by the ZBA will lapse III)2000 square feet of building area. in 1 (one)year if not exercised and a new petition Major Projects shall require that in addition to the above must be submitted./ features, plans must show detailed utilities, soils, and topographic information. I Dec 14 04 09: 49a NORTH ANDOVER 9786889542 p. l ik .,. Zoning Bylaw Denial Town Of North Andover Building Department 400 Osgood 6t.North Andover, M&01848 Phone s7a4ifl4W Fax 9.114W4W Shoat: 7 aeo } 5+ � A a Icant: c 3 `! �.'i•v /a e 1 0 S S Re uest: o.. c a .e.., Dari' Please be advised that ayour Application and Plans that your Application is DEBITED for the fotlowtng Zoning BYlaw reasons: Zonis hero Notes Item Notes A Lot Area F I Frontes I Lot area irtsuNictoint 1 Froa InsufficientZ Lot Area Preerdst' e S 2Fmntfte Corn iea 3 Lot Area Com fes 3 P ftoM 4 Insurfictertt Informationam I e' } 9 Use 4 Insufficlenllnformation s No access over Frontage I Allowed G Ccntiquaus sting Area 2 Not Allowed i Insufficient Area 3 Use Preexistf 2 Com 4 S al Permit uired S 3 Preexisting C8A t 5 b insufficient Information 4 Insufficient lnfornBtiDn i All setbacks Setback H sailding Meipttt 2 Front Iosrrf6clere I If He' ht Exceeds Maximum 3 Lett side Ins11rfttcier11 2 cornoles 4 R M side Insufflderti 3 Pteexisti M { 5 Rear Ir>sttffictent 4 lnsuffidmg information I Building Coverage a Preexists 300mck to S t Cave exceeds maximum 7 insufficient information 2 Cw Com D 1 Watrtsfrsd 1 Not n Watershed S 3 Coverage Pn'e:risfirrg ; 2 In Watershed ; Insuffldetd Information 3 Loi ' r to t t)024t84 sign 4 Zone to beDetemtirted f S' n not allowed 1 � n Com t"ic Di S fits District tricent atfort 3 Irrsufflcauy Infomiatlon E K Parking 4 In Districl review uiredL/2 Not Inx t More e Padd R wined 2 Pa Com as I 3 InsuftlC�rtt irtfomtatior. 3 Insufficient inforrnatior 4 P"xssti Parks Re for Uu above is chocked below. Item• $ tat Permits Plarni Board n s,a Variance B' Site Pian Review S I Pennit Setback Variance Adsaea'them their F.a a 'M Permitt Perm Variance Ft Lots PermitCornrnon Lot Ares Variance S Permd Vrxw t-tow's S Peomtt Variance for Si Ccndnw a Can R4tlrsmsnt Special Perm* sat Permits ZOW29 Board C�or11do Frou4i S Permit Soec(al PWM(t Nort-Ccx+(ormin Ura ZSA Permit Earth Removal Soactal Permit aA (NsWe I Permit Permit this not Listed but Similar l Planned Residential t Permit S 1 Permit for n R-9 3 P4nnd S PermitProwlsting ncncerrormin Wet'sRhad Permit The ab"W**w ane 4tdoned e11�lantion d kids>i head an tr11s play and b11rtvnts11a11 autsnWsd Ns d4lMittvs nwisw and W�d baasd a W N114 ft w by tMq*kwA nor CMM"M M tesprrlfosse bye*app eye d+mgaam the Irfor r abmerar- far DENIAL Any Snroarades,nisiasWng Intorn11slion,or di11x aube.gwra 0 to ft �ersl ilciatzhid beGFO nds IN this m,law m beveldsd 4111114 4se011on d tnr KWAM br reA4w11oe.Tim ta11Yl1111a dsP4rYns1111f 11rw nir1111 elNsrrMW&W be atmlwd-we ed inoorpMW iweir. Persnt spptcarfon farm and bodr11 a11spei,�y,a pe0�and 000611 AOM for tlr 41100 e4.You neat Ae 4 now btM*q 7 13uddirttl Oapetttt11tr11t Off dei SlOr11ablr� /•2 a/t;V /6L / Application aoswo APPI ied - - r;.g Denies Sett It Fuadphew - — ldwrtbeNpattw (1? a n _ _ .. r•--fir-- ...y...,..,. `' Dec1404 09: 49a NORTH ANDOVER 9786889542 p. 2 Pian Review Narrative The followN neat*Is Povidad to fttdher 0501111111111 the reasons for denial for the appficawnl permd for floe Pmpeny indicated on the revecae skfe: ileal fts"m fW Otttirtri .TE'11 tii- :1 7��`a L..q � (.6L7�✓� `tihc: S fir.c'J� / 7r>-�r:�,i- n z7 / Ilk- V4 C I I I j I I Refef♦ed To: Am Pokca Boers c0^ 0^ car PWIC wart Phrar Hhaalal Com ""ion CmW eWLox+o DEPT Si;-'D: -MA01085-A-13 Tenant Site ID: 855A Site Name: North Andover Tenant Site Name: Andover,North RECORDING REQUESTED BY: WHEN RECORDED, RETURN TO: Southwestern Bell Mobile Systems, LLC c/o Cingular Wireless 6100 Atlantic Boulevard Norcross, GA 30071-1305 Attn: Network Real Estate Administration THIS MEMORANDUM OF LEASE ("MEMORANDUM'S dated asof 30 , 2004, is between SBA TOWERS, INC., A FLORIDA CORPORATION ("OWNER"), and SOUTHWESTER LL MOBILE SYSTEMS, LLC, A DELAWARE LIMITED LIABILITY COMPANY, D/B/A CINGULAR WIRELESS("TENANT'). RECITALS EAS, Owner and Tenant have executed that certain Antenna Site Agreement ("Agreement") dated as of O , 2004, covering certain premises, a ground space area consisting of approximately 240 (12' x 20') sq are feet, (the "Premises") situated on a portion of that certain real property located in the County of Essex, State of Massachusetts,and more particularly described in Exhibit"A"attached hereto and incorporated herein by this reference; and WHEREAS, Owner and Tenant desire to record notice of the Agreement in the Official Records of Essex County, Massachusetts; NOW,THEREFORE, in consideration of the foregoing, Owner and Tenant hereby declare as follows: 1. Demise. Owner has leased the Premises to Tenant (together with access rights), and Tenant has hired the Premises from Owner, subject to the terms,covenants,and conditions contained in the Agreement. 2. Expiration Date. The term of the Agreement("Term") is scheduled to commence on or before December 1, 2004, and shall expire five (5) years thereafter, subject to Tenant's option to extend the Term pursuant to Section 2 of the Agreement for five (5)additional terms of five(5)years each. 3. Agreement Controlling. This Memorandum is solely for the purpose of giving constructive notice of the Agreement. In the event of conflict between the terms of the Agreement and this Memorandum, the terms of the Agreement shall control. Cingular Wireless-SBA National Tower Form(4/02) 1 Tenantlnitials Owner Initials June 15,2004 —SBAF ' 1 Site lb: . MA01085-A-13 Tenant Site ID: 855A Site Name: North Andover Tenant Site Name: Andover,North IN WITNESS WHEREOF, Owner and Tenant have executed this Memorandum of Lease as of the date and year first written above. i I OWNER: SBA Towers,Inc. TENANT: Southwestern Bell Mobile Systems, LLC, a Florida corporation a Delaware limited Mability company, d/b/a Cingular i ess /C lip By• Jason Silberstein By: ohn L.Brun le - )u e: Vice President, Property Management Title: Northeast Ecutive Dire ,, orI k Operations STATE OF FLORIDA )§ COUNTY OF PALM BEACH )§ On ✓ 2004, before me, � dR�/1?jf' �� sG��/fT�/� personally appeared Jason Silb4rst9in, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person,or the entity upon behalf of which the person acted,executed the instrument. WIT ESS my hand and official seal. GEORGIANA E.SLAUGHTER MY COMMISSION#CC 988867 ( ignatur f Notary P blic y'• ' EXPIRES:December 18,2004 Bonded ThmNotaryPOW Underwriters STATE OF.uO*-�464,�S )§ COUNTY OF �/O[(�eg�t-4' )§ On , 2004, before me, L�CIYt dy-4tit , personally appeared John L. Brunel) , personally known to me or roved to me on the basis of satisfactory evidence to be the person whose name is ( P rY ) subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person,or the entity upon behalf of which the person acted, executed the instrument. WI ESS m/yh�an d official seal G-�--� (Signature of Notary Public) Cingular Wireless-SBA National Tower Form(4/02) 2 Tenant Initials Owner Initials June 15,2004 SBA cine ID: MA01085-A-13 Tenant Site ID: 855A bite Name: North Andover Tenant Site Name: Andover,North EXHIBIT A TO THE MEMORANDUM OF LEASE II LEGAL DESCRIPTION OF OWNER'S PROPERTY ti Owner's Property of which the Premises are a part is described as follows: All that real property located in the State of Massachusetts,County of Essex, described as follows: 300 Chestnut Street, North Andover, MA 01845-5308 Cingular Wireless-SBA National Tower Form(4/02) 3 Tenant Initials Owner Initials June 15,2004 �SBAK " Site ID: MA01085-A-13 Tenant Site ID: 855A Site Name: North Andover Tenant Site Name: Andover,North ADDENDUM TO ANTENNA SITE AGREEMENT This Addendum ("Addendum" ip annexed to and forms a part of a certain Antenna Site Agreement ("Agreement"') dated 30, 2004, by and between SBA Towers, Inc., a Florida corporation ("Owner") and South es rn Bell Mobile Systems, LLC, a Delaware limited liability company,d/b/a Cingular Wireless ("Tenant"). IN THE EVENT THAT ANY OF THE TERMS AND CONDITIONS HEREINAFTER SET FORTH CONFLICT WITH THE TERMS AND CONDITIONS OF THE AGREEMENT TO WHICH IT IS ANNEXED, THE TERMS AND CONDITIONS OF THIS ADDENDUM SHALL GOVERN AND BE DEEMED TO AMEND CONFLICTING PROVISIONS OF SAID AGREEMENT. AS USED IN THIS ADDENDUM, ALL CAPITALIZED TERMS SHALL HAVE THE SAME DEFINITION AS IN THE AGREEMENT TO WHICH IT REFERS EXCEPT TO THE EXTENT SUCH DEFINITIONS ARE HEREIN AMENDED. For good and valuable consideration Owner and Tenant hereby agree to the following additional or amended terms and conditions: 1. Owner and Tenant acknowledge that Owner has performed a structural analysis on the tower with respect to the structural integrity of Owner's structure and upgrades to the tower (the "Upgrades") are necessary prior to Tenant installing the equipment set forth in Exhibit B attached to the Agreement. All costs and expenses associated with the Upgrades shall be the responsibility of Owner. Owner shall provide a copy of the structural analysis to Tenant. 2. In the event the Upgrades are not complete prior to the Commencement Date as set forth in the Agreement, the parties agree that the Commencement Date, as set forth in Paragraph 2, Term, shall be modified and the second sentence shall be replaced with the following: The Commencement Date shall be the 1" day of the month following completion of the Upgrades at the Site. 3. Except as amended by this Addendum to the Agreement, the terms and conditions of the Agreement shall remain in full force and affect. IN WITNESS HEREOF, the parties hereto have set their hands as of the date set forth above. OWNER: SBA Towers, Inc., a Florida corporation B Jason S' erstein e. Vice President, Property Management TENANT: Southwestern Bell Mo ile Systems, LLC, a Delaware limite a ility company, /br irWr I s By: John L. Brune e Title: Northeast E cutive Director, Network Operations ,I June 15,2004 SBS. - s AM Ar 0 L UGH HARBOUR&HARBOURASSOCIATES LLP January 10, 2005 i own of worth Andover Zoning Board of Appeals 400 Osgood Street North Andover, MA 01845 RE: LINGULAR WIRELESS LLC APPLICATION FOR VARIANCE SITE #BOS-020—300 CHESTNUT STREET Dear Members of the Zoning Board of Appeals: I am writing to you as agent on behalf of our client Cingular Wireless LLC(Cingular). Cingular is a PCS communications provider licensed to provide wireless telecommunications services throughout Massachusetts. Clough, Harbour & Associates LLP is representing Cingular in their site acquisition and zoning work to improve their network from North Andover along Route 495 to Cape Cod. As you know, we are interested in collocating at 120' on the existing 152' guyed wire tower within the existing compound located at 300 Chestnut Street, in North Andover. We applied for our building permit on 12/3/04 and received our denial on 12/9/04. In order to install our equipment we are requesting a variance to section 8.9(3) c Dimensional Requirements, v) Setbacks. We are requesting to present at the Zoning Board of Appeals meeting on February 8, 2005. We are also aware as noted in the denial letter that we will be required to apply for a special permit from the Special Permit Granting Authority(the Planning Board)in order to build this site. Enclosed in this package are the checks totaling$248.90,$50.00 for administrative fees and$198.90 for the cost of first class, registered return receipt mailings, 46 first class postage stamps,4 copies of the abutters names on mailing labels, a completed original application form, one mylar with signature block and 10 packages, each containing a copy of this cover letter, the application, the denial letter dated 12/9/04, the abutters list, a memorandum of lease, a full set of plans and propagation maps,one with the proposed site and one without the proposed site. Variance Application,points A-F: A. Our particular variance request is to collocate Cingular wireless telecommunications equipment on the existing 152' tower at 120' and to place an equipment shelter within the existing tower compound. It is my understanding based on reviewing the code that a 600' setback is necessary, however I am not proposing an increase in height to an existing tower or a new tower and I am not proposing a new compound or an extension of an existing one. B. The particular conditions affecting the property concerning this variance is the existence of the 152' tower which has wireless telecommunications equipment on it and the existence of a compound containing wireless telecommunications base equipment which has adequate space remaining in it to fit our equipment. "Satis&ying Our Clients with 313 Littleton Road,Suite 15,Chelmsford, MA 01824-3364 De-d'°mated People Committed to Total Quaiitv" � T 978.256.7949 F 978.256.7835 a www.cloughharbour.com CLOUCH HARBOUR&ASSOCIATES LLP C. If the literal zoning by-law was upheld and Cingular was not able to locate on this tower Cingular would be forced to construct a brand new tower within the search ring to meet the radio frequency engineers objectives for this site. D. The variance is the best alternative for the people of North Andover because there is an existing tower on the property and Cingular is able to collocate on the existing 152'tower without increasing the towers height at 120' and locate their base equipment within the existing compound, and with the variance Cingular will be able to meet their coverage objectives without building another tower. E. The zoning by-law was written to ensure public safety due to fall zones, this application and request does not change anything that would nullify or substantially derogate from the intent or purpose of the Zoning Bylaw, Cingular is simply adding their equipment to an existing 152' tower at 120' and locating their base equipment within the existing compound. F. Not applicable. I am looking forward to discussing our application further on February 8, 2005. If you have any questions or concerns between now and then please contact me at (518) 461-4485. Thank you for your consideration and prompt attention to this matter. Sincerely, 7 Steven R. Kinley Site Acquisition and Zoning Manager Enclosures "Satisfyir u Clients with 313 Littleton Road,Suite 15,Chelmsford, MA 01824-3364 De_",ied People Committed to Total Qua ity T 978.256.7949 • F 978.256.7835 * www.cloughharbour.com 1AY +"'�'' r A ■�. i"iw d bi"F 7 ,Ir`,�!l ��,;, v -----— '------- - ••-- r r�p��! f�•�S�i'MIATMEALegend -.�`N`Nj'�■rry'4 n°�"- E "fin r�"pP� mtl�✓h..•7 ntv fi iv : - r x ., U Yoraps Lo Vol 11 to T"Po Xy �i� �-- �§4jlY ♦ 'r� l��'�' t t ..+ice._',};q 1 r.n � !,rjt�� > F—.h� ��� - i::. �T1_.tt %lit e s =s r, trrf .■1'�A.a4 J1 t m ■`i.+ 1 Vit e A � 1l ��� ,r�p y��r �°' s ewe � MW' • • AL 9N WA oit a 46 In VI a M� . v '`AAM 1!, , r r � Yi r y Of 1i �� r ■ i n & . — e• ., d — 1 x `3.A's ,..., h �' ph}t t - -'* 1 ■ 1 C _•II.'7 bye Y ■ • y 1� ■■• ■ Lo 1 }TEE ,yw •� i� Sit �r J,,Q,� N! 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O �? .•;*, y� y }r• `I =YI 'tri : t4 ll ��* � '� � �'- ► '� y' '.�� sky �'� � � ::.�. - ■ " r $ I ■ v, *a _ ji Mai we It It r. • TT s ; n t t a r �� �,7 . .�f ... .. }rte � ■ ■ a A .. YY I• � moi- - �: ■ • ■ 'I F*Orl NORTH ANDOVER PSSESSORS OFFICE FAX NO. : 978 bee 3211 Dec. 08 2004 04:14PII1 P1.'2 AbuttartoAbutter! ) Building Dept ( ) Conservation ( Zoning ( ) L., " Town of North Andover Abutters Listin RLvQUIREru�iyT MGI,40A,Section 11 states in pan"Parties in Interest as used in trtis chs t-W shad atwtters,owners of rand di p man the p04itioner, Y pppositeon any public or private way.and abunsrg to abucters within three hundred(300)!eat of the property line Ot the petitioner as they appear on Itt@ most recant applicable tax list.not withstanding t.'tat the land of any such owner is boated In another city or town,the planning octard of the C y or tpyv,i,and 1110 planning bosrd of every abutting city or town.' SLb"eyct Pen art UAP PSC" Name Address 98.0 2 SSA Towers, Inc. 0 Chestnut Street North Andover,MA 01845 A999e�er7ias mailining;address: 5900 Broken Sound Parkway,NW Boca Raton,FI_ 33487 spa Parcel NA—Me Addras, 98,0 1 John Carter 300 Chestnut Street North Ancover,MA 01845 98-C 3 Evan M. Forunato 440 Chestnut Street North Andover,MA 01$45 98.0 38 David green 364 Chestnut Street North Andover,MA 0184 96.0 54 Henry Hamel 374 Chestnut Street North Andover,MA 01845 98.0 66 Nicrolas Difto 4C6 Chestnut Street North Andover.MA 01845 97.0 67 Rcben Holrr*s 386 Chestnut Street North Andover,MA 01845 98,C 68 Steven&Elaine Tryder 386 Chestnut Street North Andover,MA 01845 98.0 79 Stacey Furlong 2 Blueberry Hill Lane North Andover,MA 01046 38.0 80 Richard Pineau 395 Chestnut Straet North Andover,MA 01845 98•C 81 Thomas Sheehan 405 Chesnut Street North Andover,MA 01845 98.0 82 Robert O'Brien 415 Chestnut Street North Andover,MA 01845 98-C 83 John R Susan Dahery 425 Chestnut Street North Andover,MA 01845 98.0 109 Steven Sigel 352 Chestnut Street North Andover,MA 01845 98.0 110 ,John Marconi 416 Chestnut Street North Andover,MA 01845 98.0 114 Adelabu Festus 450 Chestnut Street North Andover,MA 01845 115 Adeiabu Festus 450 Chestnut Street North Andover,MA 01345 Date 12/612004 Page t of 2 This certifies hist the names appearing on ttu9 records of the Assessors yCOffice aS of Certified b _ Date /? limUi'l NUK 1 H HNDUUE H HSS1=SSUHS U-1- 1(1= I-HX NU. `.:l r'i_i b88 .jc11 Dec. 1J5 2004 0=1:1tHl"I Abutter to Abutter( ) Building Dept ) Conservation Zoning 1 Town of North Andover Abutters Listing REQUl OMENr MGI 40A.SectOn 11 states in part'ParWs in Interest as used in this Chapter spall mean the sputters.owners of land dirk pwithinar, �Y oparwaeon spy public or�rivale way, a3utt � er3 to abutters tw er5 within tnrce hundred(300)feet of the DMarty line of the petitioner as they appear on tre nwat re"rit aoplicable tax list,rt0t withstanding wtit4 the lana or W y such owner is 100ted in anottter city or town,the planrino t)urard of the Oty Or tow(t,and ate planning boora of every abutorg city or town.' Subject Pronertyrr MAP PA—�EL Name Address 98.0 2 SBA Towers, Inc, 0 Chestnut Street North Ar .dcver,MA 01845 Abutters Proserties mailining address: 5900 Broken Sound Parkway,NW Boca Raton,FL 33487 - ti?A p reel hfigme A dr ss 98.A 30 Gerry Silva 10 Kara Drive. North Andover,MA 01845 98.A 41 Marilyn Mangano 82 Lisa Lane North Andover,MA 01845 98.A 42 Daniel Lutherman 92 Lisa Lane North Andover,MA 01845 98-A 55 Richard Shaheen 10 Sandra Lane North Andover,MA 01845 98,A 61 John Coady 89 Lisa Lane North Andover,MA 01845 98.A 62 Daniel Coady 103 Lisa Lane North Andover,MA 01845 38.., 63 Vincent Titone 135 Lisa Lane North Andover,MA 01845 98.A 64 Chorgpak&Soonja Kim 130 Lisa Lane North Andover,MA 01845 98A 66 Tomas Brennar 122 Lisa Lana North Andover,MA 01845 98-A 87 Mark Mylan 112 Lisa Line North Andover,MA 01845 98A 68 John Cadarette 81 Lira Lane North Andover,MA 01845 98.A 75 John Hashem 0 Lisa Lane Notch Andover,MA 01845 mailing address: 176 Kara Drive North Andover.MA 01845 98.A 84 Alan Swahn 95 Kara Drive North Andover,MA 01845 98.A 85 John Morrison 87 Kara Drive North Andover,MA 01845 98,A $6 Michael Gaiss 79 Kara Drive North Andover,MA 0184-5 98-A 87 Roger Lucey 67 Kara Drive North Andover,MA 01M 98.A 88 Pratip Mukherjee 59 Kara Drive North Andover,MA 01845 98A 89 Davtd Alaimo 49 Kara Drive North Andover,MA 01845 98.A 90 Denise McManus 39 Kara Drive North Andover,MA 01845 98.A 91 Thaddeus Puliano 29 Kara Drive North Andover,MA 01845 98.A 92 Allan I, Hoffman 19 Kara Drive North Andover,MA 01845 98.A 93 Jon McKenzie 9 Kara Drive North Andover,MA 01845 98•A 94 Patricia Noonan 30 Kara Drive North Andover,MA 01845 98.A 98 Stephen,Ricketts 54 Kara Drive North Andover,MA 01845 98.A 99 Ensign Realty Trust 62 Kara Drive North Andover,MA 01845 98.A 101 Phiilip Stock 78 Kara Drive North Andover,MA 0184-5 98.A ',02 Thomas O'Connell 44;Kara Onvg North Andover,MA L`1845 Date 1218/2004 Page 2 of 2 This certifies that the names apPe;ming on the records of the Assessors Office as of ..banve..� GSi7U Ceriifed _ ate 7' (�4 Town of North Andover ' 'N R Qf LIED OFFICE OF COMMUNITY DEVELOPMENT AND SERVICES a 27 Charles Street North Andover,Massachusetts 01845 �9 °ACTED "icy WILLIAM J. SCOTT Ssacaus� Director (978)688-9531 Fax(978)688-9542 NOTICE OF DECISION X Any appeal shall be filed � __j within (20) days after the w —=Can date of filing this Notice © erom in the Office of the Town �a Clerk �vx> 0 Date: June 30,2000 W Date of Rearing : 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 pian 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 fallowing conditions: ..�-, Signed . „ CC: Applicant Alison Lescarbeau.Chairman Engineer John Simons,Vice Chairman Alberto Angles, Clerk Richard Nardella Richard S.Rowen William Cunnineham 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 (b) 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. 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 SPCA, 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. 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 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) 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. 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 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: 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,N7 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_ RECEIVED RECEIVE JOY C SOWN CLERKAW Town of North Andover'Plannin rd APR 4 2000 APA 1`! A �Q NORTH 1004 ANDOR PLANNING DEPARTMENT Please type or print clearly. 1. Petitioner. Sprint Spectrum LP Address: One International Boulevard, Suite 800,Mahwah,Ni 07495 Telephone number Contact:Peter Cooke-Wellman Associates,Inc., 10 State Street Newburyport,MA 01950 (508)954-6767 2. owners of the Land: SBA Towers,Inc. Address: I Town Center Road,Boca Raton,FL 33486 Telephone number. (978)453-3399 Number of years of ownership: 2 If applicant is not the owner, please state interest in property: Applicant is lessee of property 3. Request for a Special Permit under Section 8.9 of the North Andover Zoning Bylaw to installation and operation of a wireless service facility including nine(9)panel antennas, and associated cabling,utilities and equipment cabinets as shown on the attached plans.The installation will be placed on an existing tower structure. 4. Location of Property. 300 Chestnut Street Zoning District: R-3 Assessors: Map: 98C Lot#: 2 Registry of Deeds: Book#:: 5224 Page#:: 212 5. Existing Lot: Lot Area(Sq.Ft.): +/-5.23 Ages Building$eight: Tower 160' Street Frontage: Side Setbacks: Front Setback: Rear Setback: Floor Area Ratio: Lot Coverage: 6. Proposed Lot (if applicable): Lot Area(Sq.Ft.): Building Height: Street Frontage: Side Setbacks: Front Setback: Rear Setback: Floor Area Ratio: Lot Coverage: Apr 11 00 09: 17a SBA, Inc. Lowe11 , MA 978-453-3299 p. 3 tt , DECEIVE - --7. Required Lot(as required by Zoning Bylaw): - -- Lot:Area(Sq.FQ: 25,000 SF Building Height: 35' APR 1 4 2000 StreetFrontage: 125_ Side Setbacks: 20' Front Sed=L- 30' Rear Setback: 30' NORTH ANDOVER FloorArea.Ratio: N/A... Lot Coverage. N/A PLANNING OEpAgTMENT & Existing Building(if applicable): Ground Floor.(Sq.Ft.):� #of Floors: Total Sq.Ft: Height: Tower-16W Use: Type of Construction: - 9. Proposed Building.- Ground uilding:Ground Floor(Sq.Ft.):, #ofFioors: _. Total Sq.Ft: Height: No Change Use: Type.of Construction: _. 10. Sas there been a pr Rous application for a Special Permit fivm the Planning Board on these premises?. If so, when and for what type of construction? Applicant has made no pm+evwm application 11. Petitioner and Iandow*nersiiguature(s): Every application for a Special Permit shall be made on this fium which is the offcciai form of the Planning Board. Every mon span be fled 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 Wgicaat from this respoasubifuty. Tlia petitioner shall be responsible for all expenses for fiinug and hegai notification Failure to comply with apphca ton requirements,as cited haviu and is the Planning Board Rules and regulations may result in a fiamiasal by the Planning Board of this appliiicadon as incomplete. r Petitioner's Signaturrw , Print or type name here: Peter J.Cooke-A.geat for Sprint Spectrum LP Owner's Signature:_ Print or type name here: WELLMAN ASSOCIATES, INC. 10 STATE STREET NEWBURYPORT,MA 01950 (978) 589-9870 FACSIMILE(978) 589-9421 April 14, 2000 RECEIVE APR 1 4 2000 NORTH ANDOVER PLANNING DEPARTMENT Planning Board Town of North Andover Town Hall North Andover, MA VIA: Hand Delivery RE: Application for Wireless Services Facility Special Permit Applicant: Sprint Spectrum LP 300 Chestnut Street,North Andover, MA Dear Members of the Board: On behalf of Sprint Spectrum LP, we respectfully request a Special Permit for a Wireless Services Facility under Section 8.9, Section 10.3 and all other applicable codes and provisions of the Town of North Andover Zoning By-laws. Company Information Sprint Spectrum LP is licensed by the Federal Communications Commission to provide Personal Communication Services(PCS)and this proposed site will be an integral part of Sprint's expansion of its existing service network in Eastern Massachusetts.The wireless division of Sprint, Sprint PCS operates the largest 100-percent digital, 100-percent PCS nationwide wireless network in the United States and serves the vast majority of the nation's metropolitan areas and more than 4,000 cities and communities across the country. Proposed Installation The applicant proposes to install nine(9)panel style antennas at an approximate height of 150' on an existing 160' guyed communications tower. These antennas will be attached via coaxial cable to up to 7 equipment cabinets placed at the base of the tower on concrete piers within an approximate 12' x 20' ground lease area. The existing fenced area will be expanded to enclose the Sprint equipment area. The installation requires only electric and telephone utilities and, once completed, will require, on average, monthly maintenance visits. No water,sewer or other municipal services are required. Please also note that no back up generator is included as part of the installation. RECEIVED APR 14 2000 Application Materials NORTH ANDC.,veR PLANNING DEPARTMENT Please find the following materials in support of this Request for Special Permit: • Three(3)copies of the completed Special Permit Application form. • Nine(9) sets of plans for the proposed facility prepared by Bay State Design Associates, Inc. • Three(3) sets of existing conditions photographs and photosimulations of the proposed antenna configuration • Three(3)copies of an Acoustic Impact Study prepared by Rosati Acoustics+Multimedia dated 1/12/00 for the proposed installation • Three(3) copies of a Radio Frequency Radiation Report prepared by Mr. Don Haes • Three(3) copies of the applicant's submittal for approval to the Massachusetts Department of Public Health pursuant to the provisions of Chapter 105 CMR 122.000 • Three(3) copies of coverage maps showing the location of the proposed facility and all surrounding sites within the Sprint PCS network • An original and two(2)copies of the completed abutters list along with 56 postage stamps as required • Three(3)copies of a corporate brochure prepared by Sprint which describes the company, its technology and network deployment,and its efforts to minimize impacts upon the community. • Payment of the filing fee in the amount of$100 • Payment of the application review fee of$2,000 Waiver Requests Given that the proposed installation requests co-location of equipment on an existing tower structure rather than the erection of a new tower structure, the applicant respectfully requests waivers for the following provisions: Section 8.9.5.d.(ii.5,iii.3,iii.12,iv.1-4,v.6-7) Criteria for Approval Per the criteria for approval outlined in Section 8.9.1 O.a of the Town of North Andover Zoning By- law,the applicant believes the proposed installation will not be substantially more detrimental to the neighborhood. In fact, it creates public benefits by encouraging co-location and eliminating the need by the applicant to propose a new tower structure to serve the surrounding area while still providing the North Andover community with improved wireless communications services. With regard to the general Special Permit criteria outlined in Section 10.3.1 of the Town of North Andover Zoning By-law,we would offer the following: The specific site is an appropriate location for such a use, structure or condition; The site currently is used for wireless communications purposes and the proposed installation does not extend the existing tower height. RECEIVED APR 14 2000 The use as developed will not adversely affect the neighborhood; NGRTN ANDcVEP PLANNING DEp,�RTMENT The additional antennas have little or no visual impact on surrounding properties and the ground mounted equipment cannot be seen due to its siting on the top of a hill within a heavily forested area. No other environmental impacts can be reasonably expected. There will be no nuisance or serious hazard to vehicles or pedestrians; After construction, the installation will,on average, generate only once per month site visits by company technical personnel and poses little threat to pedestrians or vehicles. Adequate and appropriate facilities will be provided for the proper operation of the proposed use; The applicant has a proven track record and substantial assets to ensure its commitment to the proper operation of the facility. In addition,the facility must meet many stringent federal, state and local regulations including those of the Federal Communication Commission, Massachusetts Department of Public Health, Massachusetts State Building Code and those of the Town of North Andover in order to continue operation. The Special Permit Granting Authority shall not grant any Special Permit unless they make a specific finding that the use is in harmony with the general purpose and intent of this Bylaw. The Bylaw recognizes the need to accommodate wireless communication facilities within the'Town of North Andover and encourages the co-location and the use of existing structures, as this application proposes, when possible. The proposal is consistent with the Bylaws desire for appropriate use of land and improving the town's infrastructure and amenities. We look forward to meeting with the Board at its next available public hearing date in order to formally consider this proposal. Please call with questions or comments before then. 7eter ely, J. ooke Principal Enclosures Tab I Completed Application Form, Abutters List and Copies of Filing and Review Fees Tab 2 Existing and Proposed Conditions Photographs Tab 3 Acoustic Impact Study Tab 4 Radio Frequency Radiation Report and Mass DPH Filing Tab 5 Network Coverage Maps Cc: Mr. Rick Carey—VHB, Inc. (w/enclosures) Mr. Tom Abernatha—Sprint Spectrum LP ' Nov-17-00 02: 10P North Andover Com. Oev. 508 588 9542 P.01 - RECEIVED JOYCE BRADSHAW Received by Town Cleric: TOWN CLERK NORTH ANDOVER FORM A 1000 NOV 20 P 4: 3 APPLICATION FOR ENDORSEMENT OF PLAN BELIEVED NOT TO REQUIRE APPROVAL. November 17 2000 To the Planning Board of the Town of North Andover: The undersigned wishes to record the accompanying plan and requests a determination by said Board that a�r val by it under and Subdivision Control Law is not required. The undeibsigned believe:,that such approval is not required for are following reasons: 1. The division of land shown on the accompanying plan is not a subdivision because every lot shown thereon has the amount of frontage required by the North Andover Zoning By Law and is on a public way,narnely.'�n "l g fit-. or a private wary,namt4y, being land bounded as- oilows: A CPA pl-an attached 2. The division of land shown on the accompanying plats is not a subdivision for the following reasons: the eiElst * 3. Title reference North Essex Deed, Book ;Page 2 (2 ;or Certificate of Title No Registrafion�a� Page Appli Signature- Owner's si ature and address if not the i Inc.. � applicant: (print name Applicant's Address: 75 ite 1 1 3 Lowell,—MA 01854 Tel. No. 1 ( 61 7)320-8470 cei 1 ( 978) 453-3399 office Received by Town Clerk: Nov-17-00 02 . 10P North Andover Com. Derv. 508 688 9542 1 . 02 Notice to APPLICANT/TOWN CLERK of action of Planning Board on accompanying plan: 3. The North Andover Planning Board has determined that said plan does not require approval under the Subdivision Control Low,and the appropriate endorsement has been made upcn the same. 2. 'rhe North Andover Planning Board has determined that said plan shows a subdivision,as defined by G.L. c.41,s. &1-L and must therefore be re-submitted to it for approval under the Subdivision Control Law. Very truly yours, North Andover Planning Board By: Date: Growth Management ByLaw Development Schedule Nov-17-00 02 : 10P North Andtaver Corn. Dev .. 508 688 9542 P.03 Town of North Andover Planning Board This form represents the schedule for allowing the following lots to be considered as eligible for building permits under the Town of North Andover Management by-law Section 8.7 of the Zoning bylaw. Pursant to 8.7 this Development Schedule must be filed in the Registry of Deeds and be referenced on the deed of each of the tots below and be filed with the Planning Board prior to the issuance of any building permit or permit for construction. Name and Address of Applicant for Lots: Name of Dewe ent: N/A N/A Map and Parcel of Uri incl: Date of Application for Lots Division; N/A Lots Covered by this Schedule The Planning Board by their signature below,or a signature of a duly authorized representative,do hereby establish for the above named development the following Cevetopment Schedule:for the purpose of Section 8.7 of the Growth management,By-Law. The applicant,their assignees,successors and or subsequent property owners shall conform nform to the following schedules that limits the eligibility of the following lots for building permits. This form must be filed in the Registry of Deeds by the property owner or representative and be referenced on each deed for each of the following lots. Such deed reference for the deed of each lot shall at minimum reference the boost and page in wbich this Developroent Schedule is filed and contain the language;-Phis lot is subject to a Development Schedule pursuant to tate Town of Borth Andover Zoning By-Law all owners,representatives,and future pursattase rs should avail themselves of said restriction by reviewing the approved Development Schedule as fled in Book in=and Page insetit hIrg. The fact that a lot is eligible for a building permit is subject to the limitation of the number of building permits per year pursuant to section 8.7.2d of the Zoning By-Law." The Planning Board hereby schedule the lot(s)for the above development as follows: Year Wi81b Num Qf Lam QWW 5ft—Jws Hot AM&9ffce_VM AliPSS la gligibilk Notes 1 Signature of Planning Board member or Authorized Representative Date Signature perty er or A epresen ive L�`L / - ��,.3y ber 2nn Dat��t��Y---�-,;�0 May- 1101 03 : 42P �7�` SBA ��T{t CE BRAIJ SR EyH'A i� TY CLERK NORTH ANDOVER 2001 MAY I I P 3. 50 May 11, 2001 Ms. Heidi Griffin Town Planner 27 Charles Street forth Andover, MA 01845 RE: SHA, Inc. Application for Special Permit April 20,2001 Dear Ms. Griffin, SBA hereby requests to withdraw its application for a Special Permit that was submitted on April y0, 2041. Thank you in advance for your courtesies. Do a La Silva SBA. Inc. sit. Inc 175 robot Shcel to Sv�fe 113 lowcll, tAd 01654 0 (9781453-3399 fax (978} 453-3299 o www- befe.�om May- 11 -01 03 : 42P P_O1 faesmule To: Kiren Fit gibbons Fax: — From: Jacki Date: 5/11/2001 Re: Time Stamp Pages: 2 CC: ❑ Urgent O For Review [3 Please Comment ❑ Please Reply 0 Please Recycle Motes: . •. . . . • . . . . . . • . . • . . . . . . . . . . 1,F � .._ J r c�:� '. Massachusetts Department of Environmental Protection �e1 Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 8B — Certificate of Compliance Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 242-975 Provided by DEP A. Project Information Important: When filling out 1. This Certificate of Compliance is issued to: forms on the Mr. Ralph Joyce computer, use Name only the tab key to move 95 Main Street your cursor- Mailing Address do not use the North Andover MA 01845 return key. City/Town State Zip Code � 2. This Certificate of Compliance is issued for work regulated by a final Order of Conditions issued to: Ralph Joyce Name n October 6, 1999 242-975 Dated DEP File Number 3. The project site is located at: y'Lot 7 Chestnut Street North Andover Street Address Cityfrown Assessors Map/Plat Number Parcel/Lot Number the final Order of Condition was recorded at the Registry of Deeds for: Ralph Joyce Property Owner(if different) Essex 2868 177 County Book Page Certificate 4. A site inspection was made in the presence of the applicant, or the applicant's agent, on: Date B. Certification Check all that apply: ® Complete Certification: It is hereby certified that the work regulated by the above-referenced Order of Conditions has been satisfactorily completed. ❑ Partial Certification: It is hereby certified that only the following portions of work regulated by the above-referenced Order of Conditions have been satisfactorily completed.The project areas or work subject to this partial certification that have been completed and are released from this Order are: wpaform 8b.doc•rev.12/15/00 Page 1 of 3 Massachusetts Department of Environmental Protection �-- Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 8B — Certificate of Compliance Massachusetts Wetlands Protection Act M.G.L. c. 131, 40 242 975 Provided by DEP B. Certification (cont.) ❑ Invalid Order of Conditions: It is hereby certified that the work regulated by the above- referenced Order of Conditions never commenced. The Order of Conditions has lapsed and is therefore no longer valid. No future work subject to regulation under the Wetlands Protection Act may commence without filing a new Notice of Intent and receiving a new Order of Conditions. ® Ongoing Conditions: The following conditions of the Order shall continue: (Include any conditions contained in the Final Order, such as maintenance or monitoring, that should continue for a longer period). Condition Numbers: #68 C. Authorization Issued by: X" North Andover Conservation ' Conservation Commissiona of Iss ance This Certificate must be signed b majority of the Conservation Commission and a copy sent to the applicant and appropriate DE a al Office(See Appendix A). Signatt ' /' / AI On Z-- Of e� Day Month and ar before me personally appeared to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed. f -;7, 'It -1742011 Notary Pubic My com is ' n expires wpaform 8b.doc•rev.12/15/00 rage 2 of 3 • Massachusetts Department of Environmental Protection Bureau of Resource Protection Wetlands DEP File Number: WPA Form 8B — Certificate of Compliance 2-975 Ll Massachusetts Wetlands Protection Act M.G.L. c. 131, 40 24 Provided by DEP D. Recording Confirmation The applicant is responsible for ensuring that this Certificate of Compliance is recorded in the Registry of Deeds or the Land Court for the district in which the land is located. Detach on dotted line and submit to the Conservation Commission. To: Conservation Commission Please be advised that the Certificate of Compliance for the project at: Project Location DEP File Number Has been recorded at the Registry of Deeds of: County for: Property Owner and has been noted in the chain of title of the affected property on: Date Book Page If recorded land, the instrument number which identifies this transaction is: If registered land, the document number which identifies this transaction is: Document Number Signature of Applicant wpaform 8b.doc•rev.12/15/00 Page 3 of 3 LIMassachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Appendix A - DEP Regional Addresses Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Mail transmittal forms and DEP payments,payable to: Commonwealth of Massachusetts Department of Environmental Protection Box 4062 Boston, MA 02211 DEP Western Region Adams Colrain Hampden Monroe Pittsfield Tyringham 436 Dwight Street Agawam Conway Hancock Montague Plainfield Wales Alford Cummington Hatfield Monterey Richmond Ware Suite 402 Amherst Dalton Hawley Montgomery Rowe Warwick Springfield, MA 01103 Ashfield Deerfield Heath Monson Russell Washington Phone:413-784-1100 Becket Easthampton Hinsdale Mount Washington Sandisfield Wendell Belchertown East Longmeadow Holland New Ashford Savoy Westfield Fax:413-784-1149 Bernardston Egremont Holyoke New Marlborough Sheffield Westhampton Blandford Erving Huntington New Salem Shelburne West Springfield Brimfield Florida Lanesborough North Adams Shutesbury West Stockbridge Buckland Gill Lee Northampton Southampton Whately Charlemont Goshen Lenox Northfield South Hadley Wilbraham Cheshire Granby Leverett Orange Southwick Williamsburg Chester Granville Leyden Otis Springfield Williamstown Chesterfield Great Barrington Longmeadow Palmer Stockbridge Windsor Chicopee Greenfield Ludlow Pelham Sunderland Worthington Clarksburg Hadley Middlefield Peru Tolland DEP Central Region Acton Charlton Hopkinton Millbury Rutland Uxbridge 627 Main Street Ashburnham Clinton Hubbardston Millville Shirley Warren Ashby Douglas Hudson New Braintree Shrewsbury Webster Worcester, MA 01605 Athol Dudley Holliston Northborough Southborough Westborough Phone:508-792-7650 Auburn Dunstable Lancater Northbridge Southbridge West Boylston Fax:508-792-7621 Ayer East Brookfield Leicester North Brookfield Spencer West Brookfield Barre Fitchburg Leominster Oakham Sterling Westford TDD:508-767-2788 Bellingham Gardner Littleton Oxford stow Westminster Berlin Grafton Lunenburg Paxton Sturbridge Winchendon Blackstone Groton Marlborough Pepperell Sutton Worcester Bolton Harvard Maynard Petersham Templeton Boxborough Hardwick Medway Phillipston Townsend Boylston Holden Mendon Princeton Tyngsborough Brookfield Hopedale Milford Royaiston Upton DEP Southeast Region Abington Dartmouth Freetown MattapoLmm Provincetown Tisbury 20 Riverside Drive Acushnet Dennis Gay Head Middleborough Raynham Truro Attleboro Dighton Gosnold Nantucket Rehoboth Wareham Lakeville,MA 02347 Avon Duxbury Halifax NewBedford Rochester Welffleet Phone:508-946-2700 Barnstable Eastham Hanover North Attleborough Rockland West Bridgewater Fax:508 947-6557 Berkley East Bridgewater Hanson Norton Sandwich Westport Bourne Easton Harwich Norwell Scituate West Tisbury TDD:508-946-2795 Brewster Edgartown Kingston Oak Bluffs Seekonk Whitman Bridgewater Fairhaven Lakeville Orleans Sharon Wrentham Brockton Fall River Mansfield Pembroke Somerset Yarmouth Carver Falmouth Marion Plainville Stoughton Chatham Foxborough Marshfield Plymouth Swansea Chilmark Franklin Mashpee Ptympton Taunton DEP Northeast Region Amesbury Chelmsford Hingham Merrimac Quincy Wakefield 205 Lowell Street Andover Chelsea Holbrook Methuen Randolph Walpole Arlington Cohasset Hull Middleton Reading Waltham Wilmington, MA 01887 Ashland Concord Ipswich Millis Revere Watertown Phone:978-661-7600 Bedford Danvers Lawrence Milton Rockport Wayland Fax: 978-661-7615 Belmont Dedham Lexington Nahant Rowley Wellesley Beverly Dover -Lincoln Natick Salem Wenham TDD:978-661-7679 Billerica Dracut Lowell Needham Salisbury West Newbury Boston Essex Lynn Newbury Saugus Weston Boxford Everett Lynnfield Newburyport Sherborn Westwood Braintree Framingham Malden Newton Somerville Weymouth Brookline Georgetown Manchester-By-The-Sea Norfolk Stoneham Wilmington Burlington Gloucester Marblehead North Andover Sudbury Winchester Cambridge Groveland Medfield North Reading Swampscott Winthrop Canton Hamilton Medford Norwood Tewksbury Woburn Carlisle Haverhill Melrose Peabody Topsfield wpaform8b.doc•Appendix A•rev.11/20/02 Page 1 of 1 RE0E-NE0 JOYCE BRADSHAW TOWN CLERK Town of North Andover Planning Board°RTH ANDOVER 2001 APR 20 P 1: 35 Please type or print clearly: 1. Petitioner: RS A Properties, Inc Address: 125 cab-i- Si---Qt cai,1jtQ 113 I-owe!!, MA4 81854 Telephone Number: ( 9Z$( 453 3394__ 2. Owners of the`Land: same Address: Telephone Number: Number of years ownership: 2 If applicant is not the.owner, please state interest in property: 3. Request for a Special Permit under Section 8 z 9 k 10 U the North Andover Zoning Bylaw to with a new 190 ' monopole 4. Location of Property: T00 Chestnut strPPt North AndnvPr,_ MA 01 845 Zoning District: des;dual 2 Assessors: Map: 9Re Lot# 2 Registry of Deeds: Book#: 5224 Page# 212 5. Existing Lot: Lot Area (Sq. Ft): 228., 000 S,F, Building Height: _ Street Frontage; 5? Side Setbacks: Font Setback: 7n0' Rear Setback: 160 , Floor Area Ration: —,.4a Lot Coverage: n.4 a 6. Proposed Lot(if applicable): Lot Area (S.q.Ft.): 228, 000 S.F. Building Height: Street Frontage:. 571 , Side Setback: Front Setback: 2001 Rear Setback: 1 6 0 Floor Area Ratio: 'n 1 a Lot Coverage: n/a 7. Required Lot(as required by Zoning Bylaw); Lot Area (Sq.Ft.): 25, 000 Building Height: n4 Street Frontage: 125 ' Side Setback: 20 ' Front Setback: — 301 Rear Setback: 301 Floor Area Ratio: n/a Lot Coverage: n/a 8. Existing Building(if applicable): Ground Floor(Sq.Ft.) #of Floors Total Sq. Ft.; Height: Use: equ}� Pnt shelc Type of Construction: er 9. Proposed Building: Ground Floor(Sq.Ft.) #of Floors Total Sq. Ft.; Height: Use: Type of Construction: 10. Has there been a previous application for a Special Permit from the Planning Board on these premises? SPG . If so,when and for what type of T construction? _g rint pCS allied for a Special -Vermit to install a wireless communication facility in site- 11. P11. 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 Board of this application as inc plete Petitioner's Signature: Print or type name here: D. Lagana Silva for SBA, Inc. Owner's Signature: Print or type name here: I F A Xcingular� WIRELESS X580 MAIN STREET BOLTON, MA 07140 TM (; ingular Lucent Technologles .w Lass Innn a" WIRELESS C L__A DRA SITE NAME. NORTH ANDOVERmSBA COLO N9I< 4 CLOUYTE C�H, HARBOUR &ASSOCIATES LLP 2139 SILAS DEANE HIGHWAY, SUITE 212 SITE NO... B 020 (855) ROOKY HILL CT 06067 1 TEL. 860-257-4557 FAX 860-257-7514 11■ CHA PROJECT N0: 13713- 1013- 1801 a o NO. SUBMITTAL o 0 11/24/D4 SITE INFORMATION LOCATION MAP DRAWING INDEX 55UED FOR REV EW BY. PAL CHK.JP APP'D:PM 12/23/04 ISSUEDFOR CONSTRUCTION APPLICANT: ANGULAR WIRELESS v lLO SHEET SHEET BY: PAL CHK:JP APP D:PM N CIN MAIN STREET Q/ Rd � sand,, Lan6 �- \ REVISION HISTORY BOLTON, MA 07140 °n _ NO: TITLE N0: DATE " SITE ADDRESS: 300 CHESTNUT STREET a T01 TITLE SHEET 1 12 /23 /04 NORTH ANDOVER, MA 01845 a, COLACOMPREHENSIVE SITE PLAN 1 12 /23 /04 o. TOWER OWNER: SBA �a a Col SITE PLAN 1 12 /23/04 a 338 CHURCH ROAD 0 . b PEMBROKE, NH 03275 �° 002 TOWER ELEVATION do DETAILS 1 12 /23/04 a CO3 STRUCTURAL DETAILS 1 12 /23 a /04 NI COUNTY: ESSEX m Us°Lone C04 STRUCTURAL DETAILS 1 12 /23/04 o LATITUDE: 42'40' 08' N LONGITUDE 71 06' 31' W °a v6 C05 STRUCTURAL NOTES 1 12 /23 /04 S o a� oo E01 POWER do TELEPHONE PLAN 1 12 /23 /04 (t1 OF ti6q m AREA OF CONSTRUCTION: 500 SO. FT. S mr E02 GROUNDING PLAN 1 12 /23/04 `a0 0 ENGINEER: CLOUGH HARBOUR do ASSOCIATES LLPP• 2139 SILAS DEANE HIGHWAY v Rd E03 ELECTRICAL DETAILS 1 12 /23 /04 E iA, N SUITE 212 v M°1 E04 ELECTRICAL DETAILS 1 12 /23 /04 L m ROCKY HILL, CT 06067 0 N E05 ELECTRICAL DETAILS 1 12 /23/04 3907 w` CONTACT: PETER MCTYGUE, P.E. a y E06 ELECTRICAL SPECIFICATIONS 1 12 /23 /04 ( U � 4 a PHONE: (518) 453-3923 �tj\ p k," G•i< �m �- IT tS A VIOLATION OF FOR ANY PERSON, = SITE UNLESS THEY ARE ACTIN DER THE DIRECTION DRIVING DIRECTIONS LOCATION OF A LICENSED PROF, IONAL ENGINEER, O TO ALTER THIS DOCUMENT. Z FROM I-90: 5' PROJECT DESCRIPTION FOLLOW 1-90 TO I-290 EAST (EXIT 10). FOLLOW I-290 ey St Re° SITE NUMBER: EAST TO 1-495 NORTH (EXIT 26B). FOLLOW 1-495 W°s BOS-020 (855) NORTH TO RT-114 EAST (EXIT 42A). FOLLOW RT-114 SITE NAME: EAST. TURN LEFT ON HILLSIDE ROAD. TURN RIGHT ON o PROJECT INCLUDES THE CONSTRUCTION OF AN 11'-5'• X 26'-0" EQUIPMENT SHELTER ON o CHESTNUT STREET, ACCESS DRIVE IS ON THE LEFT PIERS. IN ADDITION, TWELVE (12) PANEL ANTENNAS ALONG WITH COAXIAL CABLES WILL NORTH ANDOVER—SBA COLO DIRECTLY ACROSS FROM HOUSE # 336. BE INSTALLED AT A HEIGHT OF 120' ACL ON THE EXISTING 152' GUYED TOWER, SITE ADDRESS: 300 CHESTNUT STREET °�r NORTH ANDOVER, MA 01845 DO NOT SCALE DRAWINGS F ESSEX COUNTY HANDICAP REQUIREMENTS N CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON n THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY +�T TITLE FACILITY IS UNMANNED & NOT FOR HUMAN HABITATION. DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME HANDICAP ACCESS IS NOT REQUIRED. NO SCALE TITLE SHEET MA DIG SAFE - MASSACHUSETTS DECEMBER 2004 °�� OTHER REQUIREMENTS SAVE BIG, CALL BEFORE YOU DIG. SHEET NUMBER � FACILITY HAS NO PLUMBING OR PARKING. Z 1-888-344-7233 TO 3 y 4 MAP: 98.A LOT: 30 /+r n g u!a r N/F GERRY SILVA � �✓' TM MAP: 98.A xo f LOT: 61 a� VWR6L.Ess N/F fAAR4 LANE' ,4v JOHN COADY / � � �H 580 MAIN STREET UTILITY / ACCESS-EGRESS a a Z BOLTON. MA 07140 p EASEMENT (SEE PLAN #9399 lY E.N.D.R.D.) TITLE EXCEPTIONS 6� #5 - SCH B 11) / yti i \\ MAP: 98.A I LOT: 93 - / \\ N/F Lucent Technologies \ JON McKENZIE ogles \ l \\ MAP: 98.A w"L b><mnwrauw.MAP: 98.A 11 MAP: 98.A � LOT: 88 LOT: 87 MAP: 98.A LOT: 89 MAP: 98.A I N/F \ i \ MAP: 98.A , LOT: 91 i LON/F 0 N/F I N/F ROGER LUCEY PRATIP MUKHERJEE \ \ I LOT: 92 N/F 1 DAVID ALAIMO 9 _ MAP: \ l N/F I DENISE McMANUS LO /677 THADDEUS PULLANO N \ ` ALLAN I. HOFFMAN I ___-- -- __ -- INGULAR TO UTILIZE \ MARK MYLAN \\ \ _ __ - EX/STING GRA VEL _ -- -- G_HT_& EASEMENT USS ACCESS DRIVE _ -- -- �- THIS AREA IS SUBJECT i C 0 TO RESTRICTIONS OUTLINED 1 TO ACCESS SITE \ EXISTING CLOUGH HARBOUR&ASSOCIATES LLP IN THE TITLE EXCEPTION BUILDING o #6-SCH B-1. SEE BOOK 313UWttn Wwdl �MA01E20364 #1246 PG #156 U -- _ 4 ✓ µ f CHA PROJECT NO: NOTE' _- =� j ^,.w�,•mac. 1 ^.._�r _. `�" N `WOODS 1 7 13713- 1013-1601 1) NO WETLANDS ON PROPERTY Y — f= /�'" 1 -' _ - _ _ .__`� "E j oc i 1 EXISTING g 2) NO FLOOD ZONES ON PROPERTY �� — — -- �rf a _. I �/ ,/ _ ,•,,� ��,�: - � _ / . GUY WIRE EXISTING \ I ✓ / v r', ✓ ✓ �, _. \ / ^' S.� 1 m y N0. SUBMITTAL C' BUILDING /fj /� 1 \ l03 ., 1 0 11/24/04 ISSUED FOR REV EW 5T ✓ 1 f BY: PAL CHK:JP APP'D:PM �r ✓ f 1 EXISTING GRAVEL n 1 C, ---� 1 12/23/04 ISSUED FOR CONSTRUCTION o --`�' -" i /� / ACCESS DRIVEWAY f \ —�•.' `/ / /WOODS 7 - 26 i BY; PAL CHK:JP APP'D:PM � LINGULAR 11 5 'X LINGULAR TO UTILIZE - - - - _ _/ / 1 ExlsnNc 152't r Toy' 1 SHELTER W17�//N M GUYED TOWER R SE3B cK EX/STING COMPOUND EXISTING .30 WIDE EASEMENT OBER EXISTING 1 362'± N ` 61'± ASPHAL T ACCESS DRI VE l 3 TO ACCESS S/TE / / 343'± TOWER SETBACK 1I a / ✓" J 1 EXISTING LOT: 98.0 GUY WIRE LOT: 1 EXISTING b w \ �I N/F / 1 MAP: 98.0 GUY WIRE M�y / JOHN CARTER m AREA = 151,562 S.F. 1 LOT: 2 1+- °'��,__ o r/ r / f POLE # 441 W/ ` (3.48 ACRES) j AREA = 227,966 S.F. -j L ; UNDERGROUND �H®F'i o 1 MAP: 98.0 r 5.23 ACRES) 0 WOODS I f 1 I LOT: 69 l ZONE: RESIDENTIAL - 3 m I ELECTRIC s o EXISTING ASPHALT 1 i ACCESS DRIVEWAY l N/F /s f 1 N µ ® PEMR A. G� JOHN CARTER / EXISTING TREE m t< COVERAGE MAP: 98.BRu c 1 LOT: 11 - EXISTING ;1KI N/F / ✓' i MAP: 77C I / f/� r 50'-9" X 60'-2" ({ GILBER7 MAP: 98.0 o !' MAP: 98.0 FENCED COMPOUN 0 1 LOT: 68 LOT: 54 I N F �, I � N/F STEVEN EN & -- -- -- -_ SEE BOOK 875 MAP: 98.0 HENRY HAMEL I ELAINE TRYDER 7 POLE # PG. #50 E.N.D.R.D. FOR LOT: 38 4416 EASEMENT RIGHTS TO l / MAP: 98.0 I MERRIMACK-ESSEX p N/F I I I 1715 A NOLATON OF LAW FOR ANY PERSON, NORTH ANDOVER ZONING BOARD OF APPEALS LOT: 66 ELECTRIC co. TITLE r I I /_,r �// I DAVID BREEN - I N F i UNLESS THEY ARE ACTING UNDER THE DIRECTION I ✓/ I / MAP: 98.G I EXCEPTION #7, SCH, OF A LICENSED PROFESSIONAL ENGINEER, I / NICHOLAS DIRIGG I B II) TO ALTER THIS DOCUMENT. SIGNATURE DATE LON/F10 MAP: 98.0 I SITE NUMBER: / I EXISTING 30' JOHN MARCONI o BOS-020 (855) LOT: 106 I f I WIDE DRIVEWAY SIGNATURE MAP: 98.0 & UTILITY MAP: 98.0 I SITE NAME f' r%I l LOT: 109 1 EASEMENT LOT: 67 POLE # NORTH ANDOVER-SBA COLO /k✓ ' N/F I SIGNATURE DATE N/F 4415 MAP: 98.0 LOT: 3 SITE ADDRESS: M I STEVEN SIGEL ROBERT HOLMES I AREA = 25,858 S.F. I N F EVAN M300 CHESTNUT STREET 1 - I (0.59 ACRES) SIGNATURE DATE ' f I M. FORUNA10 NORTH ANDOVER, MA 01845 POLE # t I 4414 ESSEX COUNTY SIGNATURE DATE SHEET TITLE _ CHESTNUT STREET COMPREHENSIVE UT sTREE _ R COMPREHENSIVE SITE PLAN SITE PLAN _ �gES'TN......... - -------------- '�- GRAPHIC SCALE 100 0 50 100 SHEET NUMBER g BASEMAP NOTES: ^O w A /L�` F 1. BASEMAP INFORMATION OBTAINED FROM A SURVEY PERFORMED BY URS GREINER FOR SBA ` - j (�.!" If COMMUNICATIONS CORPORATION LAST REVISED ON OCTOBER 16, 1998. IN FELT • GENERAL NOTES: 1. THE LOCATION OF ALL EXISTING FEATURES SHOWN ON THIS SET OF PLANS HAS BEEN ■ -1 DETERMINED FROM FIELD MEASUREMENTS AND PLANS PROVIDED TO CLOUGH, HARBOUR & R�X. ASSOCIATES LLP.. NO GUARANTEE IS MADE NOR SHOULD BE ASSUMED AS TO THE Xcingular 1 Y COMPLETENESS OR ACCURACY OF THE CURRENT HORIZONTAL OR VERTICAL LOCATIONS. VARELEes APPROX. ALL PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY THE ACCURACY AND MAG. COMPLETENESS OF THE INFORMATION SHOWN PRIOR TO CONSTRUCTION ACTIVITIES. 580 MAIN STREET N 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 C/NGULAR TO CONSTRUCTION." EX/STING SHED TO EXISTING 152'± EXISTING SPRINT EXISTING 12' WIDE UTILIZE EXISTING 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND STIPULATED HEREIN. BE RELOCA7F0 GUYED TOWE CABLE BRIDGE DOUBLE SWING GATE ACCESS AND 4. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED BY OTHERS PARK/NG AREAS FROM THE SITE AND DISPOSED OF LEGALLY. Lucent Technologies 5. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS �.■w.Iimn—n... EQUIPMENT AND TOWER AREAS. 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. - 7. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE - C--- � PRIOR TO FINISHED SURFACE APPLICAT{ON. t !_... _.. .......... --.1 ....... 8. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE EXISTING MOBILE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DRAWNG COPYRIGHT EQUIPMENT TRAILER DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR 0 2004 EXIS17NG SHED WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL CLOUGH. HARBOUR & ASSOC/A7E0 T r� PROVIDE SAFETY TRAINING FOR THE WORKING CREW. S ASSOCIATES LLP CABLES TO BE �_ EXISTING GRAVEL 9. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH �.� �• ^-- _.1 ACCESS DRIVE REMOVED BY INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, 2139 SILAS DEANE HIGHWAY, SUITE 212 -7 PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE ROCKY HILL, CT 06067 OTHERS j EXISTING q\ % ( T_... EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. TEL. 257-4557 FAX 560-257-7514 SHED I \ I CHA PROJECT NO: --' 10. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY 13713- 1013- 1601 __ ........___...__...-_.........................___......_._......._..._...._..._._.....__ THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH. RCO C/NGULAR !CE 11. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. N0. SUBMITTAL BRIDGE (T9f LF) ------_. __..�.. O I EXISTING CSC EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN o CONFORMANCE WITH STATE GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND 0 11: PAL ISSUEDCHK:J FOR REVIEW a /. I' COORDINATED WITH THE TOWN/COUNTY CODE ENFORCEMENT OFFICE. 12 PAL bHK:D APP'D:PM o �.__�. C/NGILAR METER 1 12/23/04 ISSUED FOR CONSTRUCTION \ .._._.- 12. CONTRACTOR IS TO SUPPLY COMBINATION LOCKS. BY: PAL CHK:JP APP'D:PM CINGULAR I — & DISCONNECT e REOUNDERGROUNDEX/ ING E01 BASEMAP NOTEsPOWER & TELCO (- C - BACKBOARD 1 BASEMAP INFORMATION OBTAINED FROM AN OCTOBER 20, 2004 SITE VISIT PERFORMED BY CONDO/1S CLOUGH, HARBOUR & ASSOCIATES LLP, AND DOES NOT REPRESENT AN ACTUAL FIELD r EXISTING METERBANK SURVEY. ON BACKBOARD ( ( (I EXISTING POLE #15-46 € ..... l.. I EXISTING BOLLARDS I Of RCO3 C/NGULAR GPS FUTUREANTENNA ON ( I ( I VERIZON ICE BRIDGE POST 12'-0" X 30'-0" �` I 4'-2" I I 6-7" 1 G EQUIPMENT ...., ( j 1XISTING ) wSHELTER i { j TRANSFORMER I I m o ! I EXISTING78 ~ o SPRINT < C/NGULAR EQUIPMENT EXISTING [ I ON FRAME SPRINT PPC 11=5"X 26=0" —RC04EQUIPMENT rte, i !l SHEL TER ON PIERS-` I I i � — _ 6�� I_ EXISTING 6-O HIGH A OF LAW ANY PRSON, 2" I i UNLESS THEY L ARE NACTING UN D THE DEREC110N OF A LICENSED PROFESSIONAENGINEER, CHAINLINK FENCE a WITH (3) STRANDS TO ALTER THIS DDcuMENT, OF BARBED WIRE SITE BO020 NUMBER: S (855) SITE NAME: � EXISTING 50'-9" X 60'-2" - NORTH ANDOVER-SBA COLO m FENCED COMPOUND L._. _- ......_.._ ... ..,t. .. SITE AooREss: _ x.__.--- ..... 300 CHESTNUT STREET `O cO NORTH ANDOVER, MA 01845 1 SITE PLAN " ESSEX COUNTY N SHEET TITLE GRAPHIC SCALE 2 LAYOUT PLAN 10 0 5 10 _ SITE PLAN 10 GRAPHIC SCALE5 10 IN FEET SHEET NUMBER C01 3 W FEET N X cingular� WIRELE88 580 MAIN STREET BOLTON, MA 07140 C/NGULAR ANTENNAS SECTOR A ON FRAME (12 TOTAL) AZ = 30' TOP OF EXISTING WHIP I ! ANTENNAS 162'-0" AGL PROPOSED C/NGULAR j ANTENNAS AT 120=O' AGL (2 PER SECTOR) Luce Technologies SECTOR C TOWER STANDOFF SECTOR FRAME AZ = 270' J` BY MTS P/N SF-SU12-4-72 (12) C/NGULAR ANTENNAS l E - (OR APPROVED EQUAL) �+�( MOUNTED TO EXIS77NG GUYED CENTER OF EXISTING C TOWER, PA/NT TO MATCH ANTENNAS 135'-0" AGL L__Q EXIS77NG FAA ORANGE & DRAWING COPYRIGHT N?//1F PA/NT ON TOl12�R EXISTING 152't FUTURE C/NGULAR GUYED TOWER " ® 2004 CENTER OF C/NGULAR 2 ANTENNAS AT 120-O CLOUGH. HARBOUR LLP ANTENNAS 120'-O" AGL e AGL (2 PER SECTOR) &'7'M 'MElj F" "PE SECTOR B S' �"� RELOCATE EX/S17NG WH/P AZ = 150• 2139 57LA5 DEANE HIGHWAY, SUITE 2t2 CENTER OF EXISTING ROCKY HILL,7CT 06067 TEL- 860-257-4557 FAX 860-257-7514 ANTENNAS AS REQU/RED ANTENNAS 115'-0" AGL 713 PROJECT N1 13713- 1013- 1801 J CENTER OF EXISTING F 2-1 ANTENNA CONFIGURATION PLAN -'I (7 NO. SUBMITTAL N N ¢ ANTENNAS 100'-O" AGL - NO SCALE r%i I 11/24/04 ISSUED FOR REVIEW HK: O 0 BY: AS CJT APP'D:JPS o z I APPROXIMATE LOCATION 1z/za/o4 ISSUED FOR CONSTRUCTION N OF EXISTING GUY WIRES BY: PAL CHK:JP APP'D:PM M CENTER OF EXISTING N ¢ ANTENNAS 85'-0" AGL M W Z z N EXISTING 152't z GUYED TOWER � 0 r, 3 z cV ~ Q p' (n J U w 0 0 U CENTER OF EXISTING DISH o La .. '�. ANTENNAS 53'-0" AGL r' o ~ a OF I{� i 0 / \ (3) EXISTING 7/8" T \ COAXIAL CABLES % �9O d ll (6) EXISTING 1 5/8" U_ i -'' COAXIAL CABLES ®�' N �G w 1 r l EL T Us - z " CENTER OF EXISTING GPS " C J J -1 C/NGULAR 1>=5 X _ -� V o 2B=O" EQU/PMENT 9076 ANTENNA 20'-0" AGLJ y z SHEL TER ON PIERS Jj110 LLJv FUTURE VERIZON m EXISTING 6'-0" HIGH 12'-0" X 30'-0" CHAINLINK FENCE EQUIPMENT SHELTER WITH (3) STRANDS (12) PROPOSED 1 5/8" 'o OF BARBED WIRE -_— EXISTING SPRINT „ IT Is A v1oLAnoN of L R ANY PERSON, a - EQUIPMENT ON COAX/AL CABLES TO C/NGULAR 0 UNLESS THEY ARE ACTINGR THE DIRECTION r FRAME ANTENNAS AT 120!O" O OF A LICENSED PROFES L ENGINEER, z° EXISTING 152'tro ALTER THIS o Nr. GROUND LEVELVA GUYED TOWER SITE NUMBER: `--� BOS-020 (855) o SITE NAME: 0 NORTH ANDOVER-SBA COLO GO SITE ADDRESS: 300 CHESTNUT STREET 1 TOWER ELEVATION NORTH ANDOVER, MA 01845 3 N - NO SCALE CABLE LAYOUT DIAGRAM ESSEX COUNTY - NO SCALE i ,., SHEET TITLE TOWER ELEVATION - ANOTHER ENGINEERING FIRM IS CURRENTLY ANALYZING THE EXISTING TOWER AND & DETAILS FOUNDATION TO INCLUDE THE PROPOSED EQUIPMENT. - THESE DRAWINGS DO NOT SHOW ANY PROPOSED STRUCTURAL MODIFICATIONS TO THE EXISTING TOWER OR FOUNDATION THAT MAY BE REQUIRED. PRIOR TO SHEET NUMBER STARTING WORK ON THE TOWER, THE CONTRACTOR SHALL OBTAIN AND REVIEW THE STRUCTURAL ANALYSIS REPORT AND DRAWINGS FOR ANY STRUCTURAL 0/'� i MODIFICATIONS PREPARED BY OTHERS. L 3 z ] (12) 1 5/8" CABLES W/MICROFLECT ^ cin g u I a r CABLE LADDER CUSHION CABLE HANGERS (INSTALL WITH V BY MICROFLECT (PIROD) BOLTS AND OVERSIZED WASHERS) VAweLEes (OR APPROVED EQUAL) OPTIONAL STEEL BANDING AS REQUIRED L 2X2X1/4" GPS ANTENNA CABLE LADDER 580 MAIN STREET BOLTON, MA 07140 1 1/2"0 J-BOLT L r MOUNTING BRACKET PLATE X 3 I Lucent Technologies TILT HOLES FOR ADJUSTMENT �z U _ o a 4 oN o TOWER HORZ 3 OR DIAGONAL MEMBER / C L 2X2X3/16"X1 1 2 ICE BRIDGE LONG STANDOFF /� SUPPORT POST OR 1/4"X2" LADDER BRACKET W/ 1/2" DIA BOLT �A ATTACHMENT BRACKET DRA0ING COPYRIGHT EQUIPMENT SHELTER ® 2004 1/2" DIA. COAX CABLE NOTE: CLOU(3H, HARBOUR MINIMUM BENDING RADIUS PER v 1. FIELD DRILL 9/16"0 HOLE IN ANGLE AS REQUIRED. &ASSOCIATES LLP MANUFACTURER'S STANDARD 3'-0" ELIO 3 CABLE LADDER ATTACHMENT 2,39 SILOS DEANE HIGHWAY, SUITE 212 ROCKY HILL, CT GPS ANTENNA MOUNTING BRACKET 2 CABLE LADDER DETAIL - NO SCALE TEL. 660 257HA PR FAX 86 06067 257-751 4 CHA PROJECT NO: - NO SCALE 13713- 1013- 1601 1' -4 1/4" a PLATE 1/4" THK. NO. SUBMITTAL 3 3/4" 5" 2 1/8" 7/8" EXISTING TOWER GIRT J-HOOKS W/LOCK oOR DIAGONAL WASHERS & NUTS 11/4/04 ssuED EDR REVIEW 7/8" 0 BY: BAS CHK:JT APPD:JPS o LSEE TABLE BELOW--\ PIPE MOUNT o 1 12/23/04 ISSUED FOR CONSTRUCTION TYP N BY: PAL CHK:JP APP'D:PM n / DOWN TILT ASSEMBLY N 7/8' r � COAXIAL SUPPORTLADDER 888 0 88 RUNGS 0 36" O.C. MAX. PANEL ANTENNA SEE TABLE BELOW 7/16" x 2-7/8" 7/16" x 7/8" SLOTTED HOLE FOR (12) 1 5/8" COAXIAL CABLE W/MICROFLECT CUSHION O SLOTTED HOLE FOR 2" 1-1/4" DIA. PIPE NOTE: OVERSIZE CABLE HANGERS INSTALL WITH BOLTS AND OVERSIZED �I DIA. PIPE U-BOLT WITH U-BOLT PROVIDED TO ALLOW t 2' TILT WASHERS) OPTIONAL STEEL BANDING AS REQUIRED m DOUBLE NUTS AND /ADJUSTMENT TO ACHIEVE TOLERANCE. o WASHERS.(TYPICAL) MICROFLECT DESCRIPTION TMA o p N o B1735 COAX SUPPORT LADDER, 5 FT LONG OF MOUNTING BRACKET PLATE o 81736 COAX SUPPORT LADDER, 10 FT LONG g 61737 COAX SUPPORT LADDER, 20 FT LONG N P ,11 ITEM DESCRIPTION QUANTITY 81751 LADDER BASE KIT $T J # (EACH) NOTE• MOUNT ANTENNA IN ACCORDANCE WITH IL y� 01-1/4" SCH. 40 X 18" LG. MIN SS OR GALV. PIPE 1 1. LADDER ATTACHES TO TOWER GIRTS OR DIAGONALS WITH INCLUDED J-BOLTS AND MANUFACTURER'S RECOMMENDED PROCEDURE 76 o BACKING PLATES. .Q aO2 PLATE 1/4 X 4-1/4 X V-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 m 3.USE STACKABLE COAX LADDER BY MICROFLECT (OR APPROVED EQUAL). - NO SCALE OSTD. U-BOLT FOR 2" PIPE W/ DOUBLE HEX NUTS 2 AND WASHER, GALV. COAXIAL LADDER SUPPORT 4 T IS A VOCATION OF LA OR NY PERSON, STD. U-BOLT FOR 2" PIPE W/ DOUBLE HEX NUTS s O 2 - NO SCALE UNLESS THEY ARE ACTING U R E DIRECTION AND WASHER, GALV. (SEE NOTE 3) OF A LICENSED PROFESSIO GINEER, TO ALTER THIS D z BILL OF MATERIALS NOTES: 3 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) CONCRETE STOOP SITE NAME: SHELTER 2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4" DIAMETER, SCHEDULE 40, 6x6-W2.OxW2.0 WIRE MESH NORTH ANDOVER-SBA COLO r_._., m GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MAST NOT RE THREADED AT THE ANTENNA 3/4" CHAMFER ON EDGES +I i ` f ` ' / /J li/ ` rr r` % % i r SITE ADDRESS: I MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A 300 CHESTNUT STREET "' HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW NORTH ANDOVER, MA 01845 SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL FINISH GRADE AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. 4 a ESSEX COUNTY M 3. THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACHED TO THE APPROPRIATE - - SHEET TITLE SUPPORT STRUCTURE USING U-BOLTS. THE SUPPORT PIPE SHALL THEN BE ATTACHED TO THE — CRUSHED STONE — — — =I I I-11-11 1 MOUNTING PLATE USING THE OVERSIZE U-BOLTS PROVIDED TO ALLOW ADJUSTMENT. IT IS CRITICAL I� III— THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE M 1/2 NEOPRENE FILLER STRUCTURAL DETAILS BASE OF THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL. 6 CONCRETE STOOP SHEET NUMBER 1 GPS ANTENNA - No SCALE CO3 i - NO SCALE 3 ui LZ 26'-0" MTS WAVEGUIOE BRIDGE X cingular 12'-6" 12'-6" 6" 6" KIT P/N W6-K210-8 VAReLess 580 MAIN STREET #2 AWG BCW (TYP.) BOLTON, MA 07140 7 4 ' ', CONCRETE PIER, 6 PL ANTENNA CABLES (SEE PIER FOUNDATION DETAILS) CADWELD Lucent Technologies (TYP.) LO i0 LO t--- OUTLINE OFWN, C SHELTER #3 TIES 018 �� O Z DRAWING COPYRIGHT io I z '--4-#4 EQ. SPCD 0 2004 1 CLOUGH. HARBOUR SHELTER TIE-DOWN. 3" MIN COVER (TYP) &ASSOCIATES LLP SEE PIER DETAIL — ANNERS GR2139 SI� ,PL OUND RING LAS DEANE HIGHWAY, SUITE 212 ROCKY HILL, CT 06067 .v TE 860_257-4557 FAx e6o—zs7-7s,< 1'-6" CONCRETE PIER CHA PROJECT NO: 13713— 1013-1601 NOTES: N •'•..•'. `�a 1. USE MTS PARTS OR APPROVED EQUAL. NO. SUBMITTAL 4'x12' CONCRETE STOOP. 6 2. SUPPORT POSTS SHALL BE LOCATED ON ALTERNATING LOCATION VARIES. REFER 0 11/24/04 ISSUED FOR REVIEW TO SITE PLAN. CO3 SIDES OF ICE BRIDGE SPACED NO MORE THAN 6'-0'. Br: BAs CHK:JT APP'D:JPS p v 12/23/04 ISSUED FOR CONSTRUCTION. 0 3. ANY SPLICES OR CANTILEVERED SECTIONS OF THE \ BY: PAL CHK:JP APP'D:PM 1 PIER FOUNDATION PLAN SUPPORT Pose LL BE LOCATED WITHIN 2'-0" of A - NO SCALE a 2 ICE BRIDGE PIER DETAIL NO SCALE EDEPEND a ANGLE TIE DOWN NDATION DESIGN SHALL BE COORDINATED WITH SHELTER < BRACKET P/N 220210 TURER'S DRAWINGS; FINAL DIMENSIONS AND REINFORCEMENT WILL 0 0I (MIN. 4 REQ'D.) N FINAL SHELTER WEIGHT. THIS DESIGN ASSUMES STANDARD SHELTER FLOOR DITIONS. CONTACT ENGINEER IF SOIL CONDITIONS DIFFER. I 0 N O I a ANGLE TIE DOWNS 1 OF 0 o BRACKET P/N 220210 S EXISTING GRADE (MIN. 4 REQ'D.) SHELTER FLOOR ONY REFER TO BLDG. MFR. STANDARDS (OR IS R. " EQUAL) EQUIP. SHELTER FOR L w /f/r `✓/ /f/ f% !//f f ' ADDITIONAL INFORMATION. r o SEE CHART A FOR 39076 o rr✓�/f�%�' ,l\,/ �\�r I VERTICAL REINFORCING v¢m rj �\ j�\l /.r / / EXISTING GRADE AL IT IS A VIOLATION OF W FO ANY PERSON, `Or' f"r` CHART A ;/'';., .n. r. - ' UNLESS THEY ARE ACTIN DE THE DIRECTION ` a ��� '- OF A LICENSED PROFESS ENGINEER, z n SIZE QUANTITY \ `'';' LEDGE o ALTER THIS DOCUMENT. #4 REINFORCING TIES 6 9 `V \ 4" CENTER TO CENTER 7 6 f SITE NUMBER: 3" CLEAR a 5 BOS-020 (855) o #4 REINFORCING TIES SITE NAME m SEE CHART A FOR 4" CENTER TO CENTER NORTH AN� OADDREss BA COLO TE VERTICAL REINFORCING 3" CLEAR 300 CHESTNUT STREET GROUT EVERY NORTH ANDOVER, MA 01845 OTHER BAR 12" ESSEX COUNTY INTO ROCK UNDISTURBED ` 30„ SHEET TITLE PARENT MATERIAL 30" STRUCTURAL DETAILS 3 PIER FOUNDATION IN SOIL 4 PIER FOUNDATION ON ROCK IF RE UIRED SHEET NUMBER NO SCALE - NO SCALE 3 C04 GENERAL NOTES STRUCTURAL STEEL NOTES (CONT.) EXCAVATIONS/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 FOUNDATION EXCAVATION SHALL BE HAND-TRIMMED TO REMOVE LOOSE MATERIALS. X C I 1.„1 g u l a 1 SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL GRATING (IKG BORDEN TYPE-WB OR EQUAL) ATTACHED 0 l'-6" o.c. WITH GRATING 1. WIRBLEse" DISCREPANCIES REPORTED TO THE ENGINEER IN WRITING. CLAMPS, UNLESS OTHERWISE NOTED. 2. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND. 2. DO NOT CHANGE SIZE NOR SPACING OF STRUCTURAL ELEMENTS. 7. NEW STRUCTURAL STEEL LOCATED WITHIN A BUILDING.OR ENCLOSURE SHALL BE 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 TO SATISFACTION OF GEOTECHNICAL ENGINEER. 4. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. CONCRETE NOTES 4. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE. 5. BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE 5. ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS SHALL BE SELECT STRUCTURAL INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, ANCHOR BOLTS, 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE 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 0i1xna""°"` 7. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING 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 AC11ON SHALL REQUIRE APPROVAL. NO. 200 0 TO 15 8. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND 3. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (t1.57.) WITH A MAXIMUM 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 CH UNLESS OTHERWISE NOTED. MAGNESIUM SULFATE SOUNDNESS LOSS EXCEEDING 30% WILL BE REJECTED. 9. CONTRACTOR TO FOLLOW ALL STATE, LOCAL AND NATIONAL CODES AS APPLICABLE. 4. MAXIMUM AGGREGATE SIZE SHALL BE 1". DRAWING YRIGHT ZOOPO DESIGN DATA 5. THE FOLLOWING MATERIALS SHALL BE USED: 6. COMPACT TO 95% STANDARD PROCTOR DENSITY PER ASTM D-698. HARBOUR ASSOOA ESLLP PORTLAND CEMENT: ASTM C 150, TYPE 1 7. SUBGRADE BELOW SLAB-ON-GRADE SHALL BE REVIEWED AND ACCEPTED BY EN[INGERS.93I�,PLAfJs$ LIVE LOADS: PER STATE, LOCAL AND NATIONAL CODES AS APPLICABLE s LAN" A-TTEMI'S WIND LOADS: PER STATE, LOCAL AND NATIONAL CODES AS APPLICABLE REINFORCEMENT: ASTM A 615, GRADE 60 GEOTECHNICAL ENGINEER BEFORE CONCRETE SLAB PLACEMENT. 2139 SILAS DEANE HIGHWAY, SUITE 212 NORMAL WEIGHT AGGREGATE: ASTM C 33 ROCKY HILL. CT 06067 ICE LOADS: 1/2" RADIAL ON ALL COMPONENTS & CABLE TEL. 860-257-4557 EAX 660-257-7514 SNOW LOAD: PER STATE, LOCAL AND NATIONAL CODES AS APPLICABLE WATER: DRINKABLE 8. ALL LOOSE AND/OR ORGANIC MATERIAL SHALL BE REMOVED PRIOR TO PREPARATION CHA SEISMIC LOADS: PER STATE, LOCAL AND NATIONAL CODES AS APPLICABLE ADMIXTURES: NON-CHLORIDE CONTAINING OF THE AREA FOR PLACEMENT OF STRUCTURAL BACKFILL. OVERALL PLAN AREA OF 713 PROJECT N1 13713 -1013-1801 6. REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI WORK SHALL EXTEND 3'-0" MINIMUM BEYOND THE FINAL DIMENSIONS. a 315. 9. SCARIFY THE EXISTING SOILS TO A DEPTH OF 6" AND RE-COMPACT USING A PLATE ANTENNA SUPPORT BRACKET NOTES 7. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS TAMPER. ANY SOFT AREAS SHALL BE OVEREXCAVATED 12" AND BACKFILLED WITH NO. SUBMITTAL 0 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. 11/24/04 ISSUED FOR REVIEW O BY: BAS CHK:JT I APP'D:JPS a COMPONENTS THERE OF AND ATTACHMENT THERE TO SHALL BE THE RESPONSIBILITY STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND 2/23/04 ssueD FOR CONSTRUCTION o OF THE MANUFACTURER. MFR. SHALL PROVIDE TO THE ENGINEER FOR APPROVAL, 10. PLACEMENT AND COMPACTION OF STRUCTURAL BACKFILL AND SUBBASE SHALL BE ALL HOOKS SHALL BE STANDARD, UNO. BY: PAL CHK:JP APP'D:PM 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 8. 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 2. BRACKETS SHALL BE DESIGNED TO SUPPORT CURRENT AND FUTURE PANEL CONCRETE CAST AGAINST EARTH........3 IN. MAXIMUM OF 3:1 SLOPE y ANTENNAS AND COAXIAL CABLES AS SHOWN. CONCRETE EXPOSED TO EARTH OR WEATHER: 3 #6 AND LARGER ..................................2 IN. STRUCTURAL STEEL NOTES #s AND SMALLER & WWF .................... 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE "1 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. o FOR BUILDINGS". ALL W-SHAPES SHALL BE ASTM A992 ALL STEEL PIPE SHALL BE BEAMS AND COLUMNS ........................1 1/2 IN: ASTM A53 GRADE B. ALL RECTANGULAR HOLLOW STRUCTURAL STEEL SHALL BE ASTM A500. ALL OTHER STEEL SHALL BE ASTM A-36. %A OF 0 9. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNQ i 2 �Y! O a ALL INTERIOR STRUCTURAL STEEL USED SHALL BE, WHEN DELIVERED, FINISHED WITH IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. ONE COAT FABRICATOR'S NON-LEAD, RED OXIDE PRIMER. PRIMING SHALL BE 10.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER DIY PERFORMED AFTER SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE. ALL MANUFACTURES WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR N DINGS, SCRAPES, MARS, AND WELDS IN THE PRIMED AREAS SHALL BE REPAIRED BYm FIELD TOUCHUP PRIOR TO COMPLETION OF THE WORK. ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT -� DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR 076 �y 3. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. o SPECIFICATION ASTM A123 UNLESS OTHERWISE NOTED. GALVANIZING SHALL BE �O PERFORMED AFTER SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE. ALL 11. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. m DINGS, SCRAPES, MARS, AND WELDS IN THE GALVANIZED AREAS SHALL BE REPAIRED LANG\ 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. 4. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN S A VOCATION OF FOR ANY PERSON, 13.DO NOT WELD OR TACKWELD REINFORCING STEEL. < AND DETAILED ON STRUCTURAL DRAWINGS. UNLESS THEY ARE ACTIN DER THE DIRECTION 14.ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE of A LICENSED PTHIS0. AL ENGINEER, z 5. CONNECTIONS: SLEEVES, GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL ro ALTER rws DOCUMENT. A. ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER USING E70XX ELECTRODES BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. SITE NUMBER: AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD 15.LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE CONSTRUCTION BOS-020 (855) o SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT CONTINUOUSLY THROUGH SITE NAME: o "MANUAL OF STEEL CONSTRUCTION ", 9TH EDITION. AT THE COMPLETION OF JOINT. NORTH ANDOVER-SBA COLO WELDING, ALL DAMAGE TO GALVANIZED COATING SHALL BE REPAIRED. m 16.REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. SITE ADDRESS: I B. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS 300 CHESTNUT STREET (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 NORTH ANDOVER, MA 01845 N C. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH ESSEX COUNTY GALVANIZED ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. CHUTES OR FORMWORK. N 12 D. CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO REVIEW AND 1B.DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. SHEET TITLE APPROVAL BY ENGINEER. 19.DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND STRUCTURAL NOTES E. AT ALL BOLTED CONNECTIONS, PROVIDE A NUT AND A WASHER CONFORMING TO SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. ASTM F436. PROVIDE A WASHED MATCHING THE BOLT SIZE UNDER ALL BOLT HEADS AND NUTS THAT WILL BE TURNED IN TIGHTENING THE CONNECTION. 20.FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CONFORM TO TIGHTEN TO AISC "SNUGTIGHT" CRITERIA. APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS SHEET NUMBER CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM. ^O r 3 fC' `'.'J1 ABBREVIATIONS GENERAL NOTES: LEGEND ° ATS AUTOMATIC TRANSFER SWITCH 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT X c i n g u I a r� `4PpR0g, AWG AMERICAN WIRE GAUGE SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. TRUE DWG DRAWING RJ UTILITY POLE APPROX. �T 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO vmwe�ess 1�I RGS RIGID GALVANIZED STEEL THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. LOAD CENTER w/ATS MAG. TYP. TYPICAL �' 580 MAIN STREET N W/ WITH 3. SERVICE SHALL BE 120/240 VAC, 200 AMP, 1-PHASE. BOLTON, MA 07140 4. CONTRACTOR TO BE AWARE OF AND AVOID OTHER UNDERGROUND UTILITY RUNS ® GENERATOR RECEPTACLE WITHIN THE SITE COMPOUND. O B METER SOCKET BY OTHERS METER BY UTILITY COMPANY pp EXPOSED CONDUIT Lucent Technologies i -———- UNDERGROUND ELECTRICAL/TELEPHONE 07 .CODED DRAWING NOTE C� DETAIL NUMBER (( XX DRAWING(S) NUMBER DRAW®20POYRIGNr 2 -"� &ASSOC A ESOUR LLP " _ ...._.._..._.. o.,ar.�s g .PLay.ffs .._..---...._ S LJLVOSCPPE NJpiT S I 2139 SILAS DEANE HIGHWAY, SUITE 212 x x ROCKY HILL, CT 06067 TEL. 860-257-4557 FAX 860-257-7514 CHA PROJECT NO: 1 CODED DRAWING NOTES: 13713 - 1013- 1601 E03 2 E04 3 -- I '- O7 EXISTING METER BACKBOARD. PROVIDE 200A L__._ METER SOCKET AND 20OA/2P FUSED SERVICE NO. SUBMITTAL o ________---- — -----TYP _ __ �___ --___ �_�_ O DISCONNECT SWITCH w/(2) 200A FUSES IN G n/2a/Da SSUED FOR REVIEW --- -- x AVAILABLE SPACE. METER BY UTILITY. pO ' ------------- — — --- t g 1 12,/23/04 SSUEOMFOR CONSTRUCTION \ I r � — [ O EXISTING GUY TOWER. 4"C. wA3) #3/0 + #6G. I ( LOAD CENTER w/ATS BY SHELTER __ 1D ( 4O MANUFACTURER. LINE SIDE TERMINATIONS BY m --�—___---- € k iii I t 10 I---I ) THIS CONTRACT. INTERIOR TELEPHONE BOARD BY SHELTER MANUFACTURER. 4"C. w/PULL ROPE AND TELCO CABLES PER CINGULAR. (III t I I I EXISTING CSC CABINET. N ( ( CINGULAR —..--- — —. ps� !I ISHELIL 0 (."\ COORDINATE STUB UP LOCATION w/SHELTER PENETRATIONS IN FIELD. c i j 9O 4"C. w/(3) #3/0. o STE J GPS ANTENNA. t 5 4 I i ,' ( EXISTING PAD MOUNTED UTILITY TRANSFORMER. 'pFG a ( i 4' PROVIDE NEMA 2 HOLE LUG WITH CRIMP N I I - I 11 CONNECTORS ON L.V. TERMINALS. ALL HARDWARE t AL TO BE STAINLESS STEEL. COORDINATE ALL THE --� WORK WITH UTILITY CO. REPRESENTATIVE. IT IS A VIOLATION OF LAW FO Y PERSON, UNLESS THEY ARE ACTING UNDER DIRECTION c s I I f'`• I ( OFA CENSED PROFESSIONAL GINEER, 8 u Z TO ALTER THIS DOCUMENT, TYP. SITE NUMBER: BOS-020 (855) oL-------------J _............ i = ( SITE NAME: NORTH A ADO ITEooRE�SBA COLO 300 CHESTNUT STREET s NORTH ANDOVER, MA 01845 % ESSEX COUNTY M 1 1 POWER & TELEPHONE PLAN SHEET TITLE POWER & TELEPHONE 0 2' 16, PLAN U i SHEET NUMBER ( IN FEET ) 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 1 1 �' 1 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. VARELEes 7. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG SOLID TINNED COPPER • COMPRESSION TYPE CONNECTION 2. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC (CADWELD) UNLESS OTHERWISE INDICATED. 580 MAIN STREET CONNECTIONS. ® GROUND ROD g. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK BOLTON, MA 071.40 3. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. ® 5/8" x 10'-0" COPPER CLAD �1'120X 4. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED 9. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED GROUND ROD W/ ACCESS TRUE USING HIGH PRESS CRIMPS. WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. APMAG. �j 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. 1 V ■ CADWELD CONNECTION N HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION. OHMS. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH PROJECT SPECIFICATIONS FOR FACILITY GROUNDING, USING FALL OF POTENTIAL METHOD. MG 'rT' MIGB MIGB - GROUND BAR Lucent Technologies 1 f _.._..._ -_._......_..�. / ar Lb.N—oae... _ CG CIGBE - GROUND BAR Op METER SOCKET BY OTHERS C u METER BY UTILITY COMPANY ORAYRIGHT 4 ® CODED DRAWING NOTE 0 2004 { i CLOUGH, HARBOUR 4 —^ XXX DETAIL NUMBER &ASSOCIATES LLP 1 6 DRAWINGE S) NUMBER Nff 3NF9SN 8. EYQ6.FtFV.6b E04 x XX . .. .�..I � 6 VYV05C'PfE Plap-YT� € ._...:._....... 1 I 2139 SILAS OEANE HIGHWAY. SUITE 212 6067 TEROCKY HILL. CT L. 86C)-257 4557 FAX0860-257-7514 CHIA — I ABBREVIATIONS 37713 13 PROJECT N 1 $ I _ � 1 — 1013— t601 — AWG AMERICAN WIRE GAUGE ( 2 3 BCW BARE COPPER WIRE a �^ E03 I CGBE COAX GROUND BAR EXTERNAL NO. SUBMITTAL 1 I -1 CIGBE COAX ISOLATED GROUND BAR EXTERNAL /24/04 ISSUED FOR REVIEW o E 1 1 I_____._...,.I I...._-__._€ DWG DRAWING ° BY: JRS CHK:CMM APP'D:PM o 1 MIGB MASTER ISOLATION GROUND BAR 2/2a/oa ISSUED FOR CONSTRUCTION ___....._f____..J___.___L._ f 1 TYP. TYPICAL BY: PAL CNK:JP I APPD:PM W/ WITH TYP. }25 5 i 1 : 11 € F- r--- --- ----- 1 E05 3 i 1 9 i f _ {` 0 E04 — [ &41 —......_ 3 7YP. o i I 2 o W I E05 x TYP. t 1 s ; I ..._...I CODE DRAWING NOTES: CINGULA R i E04 D D NG 1 #2 SOLID TINNED BCW. TERMINATE AT METER PER UTILITY I SHELTER I 1 I O COMPANY SPECIFICATIONS, PER NEC REQUIREMENTS AND AS N OF M._ m i I O I ( i ; INDICATED. raS INTERIOR GROUND RING AND MAIN GROUND BAR BY SHELTER y I € f € O MANUFACTURER. CABLES AND TERMINATIONS BY THIS CONTRACT. ELLAT N #2 SOLID TINNED BCW BURIED EXTERIOR GROUND RING, m 9 No. 76 rn ( I 4� EXISTING GUY TOWER. --------- G! N MIGB. 1 -------------� 5O L r I F € F € CGBE. IT fS A V10LATION OF LA ANY PERSON, 1 I I 7O ICE BRIDGE. BOND EACH SECTION AND SUPPORT POST. tI I I 7 UNLESS THEY ARE ACTING U R THE DIRECTION 1 I _ TIE INTO EXISTING GROUND RING. LOCATION TO BE DETERMINED IN OFAICENSED PROFESSIONAL ENGINEER, L Z FIELD. TO ALTER THIS DOCUMENT. { I I ._ L-------------J AC UNITS BY SHELTER MANUFACTURER. GROUNDING CONNECTION SITE NUMBER: BY THIS CONTRACT. BOS-020 (855) _...... 1-11 ............._. } 1 O EXISTING GROUND RING. EXACT LOCATION TO BE DETERMINED INSITE NAME: _......_ _....._x_ _.._x..._ _� x.-....._ . x .__....__.x _ ...._ x O FIELD. NORTH ANDOVER—SBA COL - .7 N 0 I 11 GPS ANTENNA. SITE 300 CHESTNUT STREET s NORTH ANDOVER, MA 01845 ESSEX COUNTY F-71 SITE GROUNDING PLAN �2 _ s}I TITLE h N] GROUNDING PLAN O 2- U SHEET NUMBER ( IN FEET ) r O 17 a� i� 'n Xcingular� WIRELESS 580 MAIN STREET tt I BOLTON, MA 07140 Agdclkk O ANTENNA (TYP.) ANTENNA (TYP.) ANTENNA (TYP.) Lucent TeahnoloN gnfes NOTE 1 NOTE 1 NOTE 1 ANTENNA COAX ANTENNA COAX ANTENNA COAX AC EXISTING GPS 9 NO KIT GND KIT GND KIT UNIT FENCE (TYP,) DISCONNECT CABLE CABLE CABLE 200A 1 2P3 �H^ 3 TMA 3 TMA 3 TMA m ¢ Q Q 3 N 3 3 DRAWING COPYRIGHT �......--....... 200 AF m a m U C 2004 m a a C14 N CLOUGH. HARBOUR O co m &ASSOCIATES LLP L� FLN_ 6 ESANE HIG WAY SUI GND BAR GND BAR GND BAR 2139 SILAS DEANE HIGHWAY, SUITE 272 — ' - ;---- ------I ROCKY HILI, CT 06067 EXISTING TEL. 860-257-4557 FAX 860-257-7514 I GROUND l CHA 13713 PR1013RO ECT NO: 1601 ... RING D ' ¢ a —CONNECTIONS o ' 3 mC'j m C'4 m INSIDE SHELTER a N ' BY LINGULAR No. SUBMITTAL OTHERWISE BOARD UNLESS z fTi 0 11JRS ISSUED FOR REVIEW GB TELCO ( 12/23/04 ISSUED FOR CONSTRUCTION ' INDICATED, i BY: JR5 CHK:CMM APPD:PM ' .NOTE 5 BV: PAL CHK:JP APP'D:PM 1 ' -..... _-: -� _ _ METER TOP OF GUY 2 0 2 BCW m E INSULATED SHELTER FRAME TO CGBCGBE cD 3 3 GREEN w m DO m NOTES 2 & 3 w INSIDE SHELTER BOTTOM OF GUY TOWER o w 3 3 o Q m m GROUND m Z ROD(S) a O 200A ) 4 0 2P I GND KIT AWG GND BAR CONDUITS CABLE 3 ICE BRIDGE OF o .,y m V� / ¢ .. o GPS ANTENNA IF REQUIRED 3a N ANTEANNA ST COX L M. GND KIT CABLE 076 o U m NOTES V) tom_ I 1. BOND ANTENNA GROUNDING KIT CABLE TO GROUND BAR 0 2. #2 (SOLID TINNED) BCW BURIED GROUND RING. Is A woLArloN of LAwNY PERSON,3. FOR GROUNDING CONNECTION & DETAILS, SEE LAYOUT DRAWINGS. FIT Ess THEY ARE ACT NG UNDER HE DIRECT ON OF A LICENSED PROFESSIONAL ENGINEER, 4. INSTALL GROUND RODS AT LOCATIONS AS SHOWN ON GROUNDING PLAN. To ALTER THIS DOCUMENT. z 5. INTERIOR GROUND RING FOR EQUIPMENT BY SHELTER MANUFACTURER. NOTES 2 SCHEMATIC DIAGRAM - GROUNDING SYSTEMS eos 0208(855) 0 1. ELECTRICAL SERVICE SHALL BE RATED 200A, 240/120V, 10 3W. - NO SCALE SITE NAME: 2. FOR CODED NOTES SEE DWG. E01 NORTH ANDOVER-SBA COLO m SITE ADDRESS: 300 CHESTNUT STREET NORTH ANDOVER, MA 01845 ESSEX COUNTY (-� POWER & TELEPHONE DIAGRAM SHEET TIME - NO SCALE ELECTRICAL DETAILS i SHEET NUMBER 3 E03 ti X cingular WIRELESS g' UNDERGROUND UTILITY TACK COAT 6" FINISHED GRADE OR FINISHED GRADE, AC WARNING TAPE IN ASPHALT MIN ;rte - -->E- 580 MAIN STREET PAVEMENT MIN EXISTING ASPHALT OR CONIC PAVING OR CONCRETE PAVEMENT -- BOLTON, MA 07140 SAWCUT THICKNESS OF EXISTING TRENCH if 2" (MIN) ASPHALT PAVEMENT REQUIREMENT I I I_I I _ I_I I UNDISTURBED SLOPE TO SUIT 00 =III 11 I1 Lucent Technologies 0 SOIL CONDITION COMPACTED BACKFILL8M Lab.� +�a» III—III __=5" :_ I I�I I( PER EARTHWORK SPECIFICATION OR LEAN CONCRETE BACKFILL PER EARTH- 5'-0" (MAX) —T T FOR TRENCHING SEE DETAIL e WORK SPECIFICATIONS VERTICAL DEPTH W/0 I— CADWELD SHORING LEAN CONIC DUCT BANK (TYP-) IRND RING C TYPICAL PIPES (4" PVC SCH. 40) I I III` RED COLORED OR SAND #2AWG BCW A OR CONDUITS 6DRANICOPYRIGHT ' TELEPHONE CONDUITS OR PER UTILITY COMPANY MIN WERE APPLICABLE * 0 SPECIFICATIONS / zooa SIZE PER LOCAL TEL. CO. �- CLOUGH, HARBOUR BEDDING PER EARTH- I 1) ACTIVE CONDUIT ELECTRICAL CONDUIT - T &ASSOCIATES LLP WORK SPECIFICATIONS TRENCH AS SHOWN �1) SPARE CONDUIT WHERE APPLICABLE * ENGME$ .S RFv CFB PLWEM ON PLANS W/ PULL ROPES 4" PVC SCHCT 06067 . 40 s O=ANE WAY, SU° C.7 I 6" (MIN) NOTES 2139 SILAS TE 212 W/ PULL ROPE ROCKY HILL (TSP) L VERTICAL POSTS SHALL BE BONDED TO THE RING. AS A MINIMUM ONE TEL. 860_257-4557,FAX 860-257-7514 VERTICAL POST SHALL BE BONDED TO THE GROUND RING. CHA PROJECT NO: * FINISHED GRADE OR NEW HOT MIX ASPHALT SURFACE COAT OR CONCRETE * 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. 13713- 1013- 1601 : PAVEMENT TO MATCH EXISTING CONDITIONS WHERE APPLICABLE WITH L CAL DIMENSION REQUIREMENTS a 3. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO EACH DUCT BANK ELECTRIC TEL PHONE VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING. NO. SUBMITTAL Nj 2 .11/24 04 ISSUED FOR REVIEW 1 TRENCH DETAIL NO SCALE BY: dR5 CHK:GMM APP'0:PM 3 EXISTING FENCE GROUNDING 2,23 D4 SSUED FOR CONSTRUCTION o - NO SCALE _ NO SCALE t BY: PAL CHK:JP APP'D:PM N N T EXISTING -o GUYED TOWER o- o w �I GUYED TOWER GROUND BAR (SEE m DETAIL) 0 RE INSPECTION HAND HOLE INSPECTION HAND HOLE OF m / COVER a GRADE // NY P. SEE NOTE GRADE Q i o GRADE-1C> CADWELD o RING GROUND CABLE TO ROD CAJB C, L #2 AWG BCW CLEAN SAND FILL v° CADWELD CONNECTION / / �... --�✓ / IT IS A woLARE of LA oR A// `f EXISTING GROUND RING. UNLEss THEY ARE ACTING U R DIRECTION (TYPICAL) \�I/L/ GROUND of A ucENseo PROFEssION cwEER, 2 AWG / TO ALTER THIS DOCUMENT. Z GROUND ROD COPPERWELDSITE NUMBER: a EXISTING GUYED TOWER CONIC. PIER 5/8"0x10'-O" LONG BOS-020 (855) o & PAG FOUNDATION (SIZE GROUND ROD COPPERWELD SITE NAME N VARIES) 5/8"0 x 10'-0" LONG NORTH ANDOVER—SBA COLO m SITE ADDRESS: M 4 EXISTING GUY TOWER - GROUNDING 300 CHESTNUT STREET a NO • INSPECTION HAND HOLE MAY BE CONCRETE OR PVC AND SHALL NORTH ANDOVER, MA 01845 — NO SCALE 5 GROUND ROD BE A MINIMUM OF 8" DIAMETER x 22" DEEP. ESSEX COUNTY n NO SCALE MSHUT TITLE NOTE 6F--1 GROUND ROD WITH ACCESS 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 RADIUS OF AT LEAST 12" OR GREATER. i SHEET NUMBER E04 3 di X cingular WIRELESS 580 MAIN STREET 5 ACCA 12" APPROX. ACCA 12" APPROXI BOLTON, MA 07140 2 ENCLOSURE ENCLOSURE — 4 � 334" 6" 2' 6' 1 1/4" 0 MAX. 2 1/2" 0 MAX. 3 ANTENNA ANTENNA _ 3/16" /4 o 0 0 o GROUND BAR ON WALL 0 2" CABLE - CABLE OR ON ANTENNA TOWER 0 0 0 0 0 ! I Lucent Technologies e o o 0 0 o CABLEWAVE f CABLE GROUND KIT CABLEWAVE i ABLE GROUND KIT ...ur�n,,,.,ew,. 0 0 o o WEATHERPROOFING KIT WEATHERPROOFING KIT #W/#2 QO QO QO 3 o o #6 AWG STRANDED COPPER GROUND #6 AWG STRANDED COPPER GROUND Q O OO O OO o1WIRE (GROUNDED TO GROUND BAR) WIRE (GROUNDED TO GROUND BAR) O (STANDARD CABLEWAVE GROUNDING KIT) (STANDARD CABLEWAVE GROUNDING KIT) CLEGEND DRA�COPYRIGHT TO ANTENNA GPS CABLE TO ANTENNA CABLE ® 2004 1 - COPPER GROUND BAR, 1/4"x 4"x 20", NEWTON INSTRUMENT CO. CAT. NO. CLOUGH. HARBOUR G, TO BE USED B-6142. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. &ASSOCIATES LLP CW TO BUILDING 2 - INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4. (NOT TO BE USED ON GNCI�.G�.� OR RING GROUND s ""�"'�"'s1S BARS PHYSICALLY ATTACHED TO TOWER.) 2139 SILAS DEANE HIGHWAY,SUITE 212 3 - 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 CABLE GROUND KIT CONN CTION ROCKY MILL, CT 06067 4 - WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT N0, A-6056 3 TEL. aso-257-4ss7 FAX 860-257-7514 l GROUND WIRE INSTALLA TO GROUND AR 5 5/8-11 X 1" H.H.C.S.BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 - NO SCALE cHA PROJECT NO: NO SCALE 13713— 1013— 1801 2 GROUND BAR ' N NO SCALE - NO. SUBMITTAL o 0 1/24/04 ISSUED fOR REVIEW BY: JRS CHK:CMM APP'D:PM o 72/23/04 ISSUED FOR CONSTRUCTION p N BY: PAL CHK:JP APPD:PM N N FROM AN��NP GPS ANTENNA w RX NOTE: DO NOT INSTALL CABLE GROUND TX KIT AT A BEND AND ALWAYS DIRECT TX/RX GROUND WIRE DOWN TO CIGBE I I m I CABLE TO PIPE CONNECTOR ( OF i i WEATHERKIT, PROOFING #2 AWG BCW iI) BURNDY TYPE GAR TC oil MOUNT (TYP) (TYP 2 PLCS) I'7 S TO to m I I m E MOUNTING { BRACKET PLATE i i 76 C/1~ o I 1 I < F m j I 1 KIT A(TDYP.ARD) GROUNDINGS o 1 I I L I (SEE NOTE) CONNECTOR \ / 1 IT IS A VIOLATION OF LAW FWANY PERSON, WEATHERPROOFING �� �� 1 GROUNDING KIT UNLESS THEY ARE ACTING UNDER THE DIRECTION s KIT (TYP.) ANTENNA CABLE OF A LICENSED PROFESSIONAL ENGINEER, o , , TO CABLE TRAY (TYP.) i 1/2"0 COAX CABLE To ALTER THIS DOCUMENT. i #6 AWG CIGBE GROUND BAR 1 MINIMUM BENDING RADIUS PER SITE NUMBER: NEWTON SIMILAR TO MANUFACTURER'S STANDARD BOS-020 (855) MOUNTED NEAR/BELOW SITE NAME: FROM ANTENNA ANTENNA B2 GPS GROUND BAR NORTH ANDOVER-SBA COLO m FRAME SUPPORT 6 AWG GROUNDING KIT SITE ADDRESS: ABLE (PROVIDED WITH KIT) #2 AWG 300 CHESTNUT STREET __ INSULATED GREEN --�- GROUND RING. �-- ---�- 2/0 GREEN NORTH ANDOVER, MA 01845 #2 AWG BCW , INSULATED TO ESSEX COUNTY ATTACH TO EACH ANTENNA - ----- LOWER CIGBE M SUPPORT BRACKET s GPS ANTENNA GROUNDING SCHEMATIC SHEET TIME - NO SCALE ELECTRICAL DETAILS 4 CONNECTION OF GROUND WIRES TO GROUNDING BAR 0 ANTENNAS SHEET NUMBER NO SCALE 3 E05 r � "OLLECTRICAL NOTES X c i n g u l a r'" 1. INSPECTIONS B. BUILDING STRUCTURE: DO NOT ENDANGER THE INTEGRITY OF THE BUILDING STRUCTURE BY WIRELESS CUTTING, DRILLING OR OTHERWISE MODIFYING ANY STRUCTURAL MEMBER, WITHOUT SPECIFIC $80 MAIN STREET A. GENERAL: DURING AND UPON COMPLETION OF THE WORK, ARRANGE AND PAY ALL ASSOCIATED APPROVAL. DO NOT PROCEED WITH ANY STRUCTURAL MODIFICATIONS WITHOUT WRITTEN 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 Lucent Technologies D. CERTIFICATES: SUBMIT ALL REQUIRED INSPECTION CERTIFICATES. BUILDING WALL BELOW GRADE(UNLESS PENETRATION IS BELOW LOWEST BUILDING FLOOR SLAB), s.rw.i�,,..,a.,l. AND ELSEWHERE AS INDICATED, AND SO AS TO ACHIEVE A SEALED WATERTIGHT INSTALLATION. 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 A. GENERAL: COMPLY WITH AND COORDINATE ALL REQUIREMENTS OF THE UTILITY COMPANY E . SHALL BE MANUFACTURED PRODUCTS DESIGNED FOR THE APPLICATION. PRODUCTS FORI A OUTDOOR USE SHALL BE HOT DIP GALVANIZED. B. SHORT CIRCUIT RATINGS: PROVIDE EQUIPMENT WITH HIGHER FAULT CURRENT RATINGS AS 1—'— NEEDED TO MATCH UTILITY COMPANY AVAILABLE FAULT CURRENT. DRAvn0 2004 COPYRIGHT B. TYPES: HANGERS, STRAPS, RISER SUPPORTS, CLAMPS, U-CHANNEL, THREADED RODS, ETC. AS 8. TELEPHONE SERVICE CLOUGH, HARBOUR INDICATED OR REQUIRED. 6 ASSOCIATES LLP ENGPJSG�A. GENERAL: INSTALLATION SHALL BE IN ACCORDANCE WITH TELEPHONE UTILITY COMPANY'S SUIRVEYL�S' C. INSTALLATION: RIGIDLY SUPPORT AND SECURE ALL MATERIALS, RACEWAY AND EQUIPMENT TO RULES AND REGULATIONS. 2139 SILAS DEANE HIGHWAY, SUITE 212 BUILDING STRUCTURE USING HANGERS, SUPPORTS AND FASTENERS, SUITABLE FOR THE USE, ROCKY HILL, CT 06067 TEL 860-257-4557 FAX 860-257-7514 MATERIALS AND LOADS ENCOUNTERED. PROVIDE ALL NECESSARY HARDWARE. PROVIDE CONDUIT cHA PROJECT NO: SUPPORTS AT MAXIMUM 5 FT. O.C. 9. GROUNDING SYSTEM 13713- 1013- 1601 D. OVERHEAD MOUNTING: ATTACH OVERHEAD MOUNTED EQUIPMENT TO STRUCTURAL FRAMEWORK A. INSTALLATION: INSTALL AS INDICATED ON THE DRAWINGS AND AS REQUIRED: a OR SUPPORTING METAL FRAMEWORK. NO. SUBMITTAL E. WALL MOUNTING: SUPPORT WALL MOUNTED EQUIPMENT BY MASONRY, CONCRETE BLOCK, 1, BOND ALL CABLE TRAY/ICE BRIDGE SECTIONS. „/za/oaISSUED FOR REV EW o METAL FRAMING OR SUB-FRAMING. O BY: JR5 CHK:CMM APP'D:PM 0 F. EXTERIOR WALLS: MOUNT ALL EQUIPMENT LOCATED ON THE INTERIOR OF EXTERIOR BUILDING 10. CHECKOUT, TESTING, AND ADJUSTING z/z3/aa SSUED FOR CONSTRUCTION WALLS, AT LEAST ONE INCH AWAY FROM WALL SURFACE, USING SUITABLE SPACERS. Br: PAL CHK:JP APP'D:PM N 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 UNABLE TO PERFORM AT DESIGN OR RATED CAPACITY. M H. INDEPENDENT SUPPORT: DO NOT SUPPORT MATERIALS OR EQUIPMENT FROM OTHER EQUIPMENT, PIPING, DUCTWORK OR SUPPORTS FOR SAME. B. POWER CONDUCTORS: CONTRACTOR SHALL CONDUCT A CONTINUITY & INSULATION TEST ON CONDUCTORS BETWEEN SERVICE DISCONNECT SWITCH & POWER CABINET. :D I. RACEWAY SUPPORTS: RIGIDLY SUPPORT ALL RACEWAY WITH MAXIMUM SPACINGS PER NEC, 3 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. c TRAPEZE TYPE HANGER ARRANGEMENT MADE FROM U-CHANNEL AND ACCESSORIES, SUSPENDED ro BY THREADED RODS, AND ALLOW AT LEAST 25% SPARE CAPACITY FOR FUTURE INSTALLATION o 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 CONDUIT EXTENSION SECURED TO FLOOR. A. INSTALLERS QUALIFICATIONS: FIRM WITH NOT LESS THAN FIVE YEARS EXPERIENCE IN THE OF m INSTALLATION OF ELECTRICAL SYSTEMS AND EQUIPMENT SIMILAR IN SCOPE AND COMPLEXITY TO i J. MISCELLANEOUS SUPPORTS: PROVIDE ANY ADDITIONAL STRUCTURAL SUPPORT STEEL BRACKETS o THOSE REQUIRED FOR THIS PROJECT, AND HAVING SUCCESSFULLY COMPLETED AT LEAST TEN ANGLES, FASTENERS AND HARDWARE AS REQUIRED TO ADEQUATELY SUPPORT ALL ELECTRICAL COMPARABLE SCALE PROJECTS, O MATERIALS AND EQUIPMENT. ST Y y 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 THErn LIKE RELATED TO OR REQUIRED FOR ELECTRICAL WORK SHALL BE PERFORMED BY CRAFTSMAN IL SKILLED IN THE APPROPRIATE TRADE, BUT SHALL BE PROVIDED FOR UNDER THIS CONTRACT. 3. ENCLOSURES A. DRY LOCATION, INDOOR - NEMA 1 m 12. CIRCUIT BREAKERS A. GENERAL: MOLDED CASES WITH THERMAL AND MAGNETIC TRIPS UNLESS INDICATED OTHERWISE. A B. WET LOCATION OR OUTDOOR - NEMA 3R B. INDIVIDUALLY MOUNTED: ENCLOSURES AS SPECIFIED ABOVE, UNLESS INDICATED OTHERWISE. IT IS A MOLATON OF LAW FO ANY PERSON, ESS THEY ARE ACTING UNDER THE DIRECTION 9 4. HOLES, SLEEVES AND OPENINGS TH 13. SAFETY SWITCHES OF A LICENSED PROFESSIONAL ENGINEER, s ° A. GENERAL: PROVIDE ALL HOLES, SLEEVES, AND OPENINGS REQUIRED FOR THE COMPLETION OF A. GENERAL: HEAVY DUTY, HORSEPOWER RATED, FULLY ENCLOSED, FUSIBLE (WITH REJECTION UNLTO ALTER T IS DOCUMENT. z WORK AND RESTORE ALL SURFACES DAMAGED, TO MATCH SURROUNDING SURFACES. MAINTAIN FUSE CLIPS) OR NON-FUSED AS INDICATED, QUICK-MAKE, QUICK BREAK SWITCHING MECHANISM 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 BOS-020 (855) DISTURB STRUCTURAL ELEMENTS OR REINFORCING STEEL, UNLESS APPROVED, IN WRITING, BY LABELED AS "SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT," WHERE REQUIRED. SITE NAME N THE PROJECT STRUCTURAL ENGINEER. NORTH ANDOVER-SBA COLO m B. CONDUIT PENETRATIONS: SIZE CORE DRILLED HOLES SO THAT AN ANNULAR SPACE OF NOT B. RATINGS: VOLTAGE, PHASES, AMPERAGES AND FUSING AS INDICATED. SITE ADDRESS: I LESS THAN 1/4" AND NOT MORE THAN i" IS LEFT AROUND THE CONDUIT, PIPE ETC. WHEN 300 CHESTNUT STREET OPENINGS ARE CUT IN LIEU OF CORE DRILLED, PROVIDE SLEEVE IN ROUGH OPENING. SIZE C. IN THE FUSED CONFIGURATION, SWITCHES SHALL HAVE AN INTERRUPTING CAPACITY OF AT NORTH ANDOVER, MA 01845 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 RK-5 TIME DELAY CURRENT LIMITING FUSES. ESSEX COUNTY AROUND THE CONDUIT, PIPE ETC. PATCH AROUND SLEEVE TO MATCH SURROUNDING SURFACES. D. GUARDS: LINE SHIELD GUARDS TO PREVENT CONTACT WITH LIVE PARTS. SHEET TITLE 5. CUTTING AND PATCHING E. CONTACTS: SILVER ALLOY, SWITCH BLADES SHALL BE DE—ENERGIZED IN THE OPEN POSITION. ELECTRICAL SPECIFICATIONS A. GENERAL: PROVIDE ALL CUTTING, DRILLING, CHASING, FITTING AND PATCHING NECESSARY FOR F. LUGS: SOLDERLESS TYPE. 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 CLIPS: PROVIDE FOR FUSIBLE SWITCHES (30-600A) TO PREVENT THE SHEET NUMBER DEFECTIVE WORK AND WORK NOT CONFORMING TO THE REQUIREMENTS OF THE CONTRACT INSTALLATION OF CLASS H AND CLASS KNON-CURRENT-LIMITING FUSES. DOCUMENTS INSTALL EQUIPMENT AND MATERIALS IN EXISTING STRUCTURES; IN ADDITION TO E 0 6 THAT REQUIRED DURING THE NORMAL COURSE OF CONSTRUCTION. H. ACCEPTABLE MANUFACTURERS: GENERAL ELECTRIC, SQUARE D, SIEMENS. `SPRINT PCS Crossroads Corporate Center I International Blvd. �11 8th'Floor, Suite 800 Mahwah, NJ 07485 PRINT PCSh SITE NAME: BAY �A SBA TOWER DESZCi-N 300 CHESTNUT STREET N. ANDOVER, MA Say State Design Associates, Inc. Arehiteets . Engineers 266 Summer.Street SITE NUMBER: Boston. MA 02210 Phone: 617-357-7177 Fax: 617-482-4Og9 BS33XC422F - PROJECT N0: 2013.057 DRAWN BY: AT CHECKED BY: DH CAD FILE: ,4221T1 VICINITY MAP NO SCALE SHEET INDEX PROJECT SUMMARY SUBMITTALS s e ad LNO, DESCRIPTION Rte' NO. 4/19/00FOR CONST.REVIEW SITE NUMBER: BS33XC422F O 4/4/00 REVISED FINAL ZONING TITLE SHEET ESITE NAME: SBA TOWERc a/fs/oo FlNa zonuNc GENERAL NOTES A B 1/28/00 REVISE COMPOUND SITE SURVEY A SITE ADDRESS: 300 CHESTNUT STREET A 12/7/89 FOR ZONING REVIEW N. ANDOVER, MA ., C-2 SITE PLAN E THE INFORMATION CONTAINED IN THIS C-3 COMPOUND LAYOUT E ASSESSOR'S MAP 98C, LOT 2 � I.R.► DOCiu±r�E aR DISCLOSURE ty8►, A-1 ELEVATION E PARCEL NO.: OTHER T14AN THAT YDNCH RELATES TO SPRINTCOM SPECTRUM LP.IS STRICT S-1 FRAME DETAILS A DEED BOOK/ PACE: BK. 5224, PG. 212 PROHIBITED. S-2 EQUIPMENT ICE SHIELD DETAILS A CURRENT ZONING: R-3 y S-3 DETAILS A GOVERNING CODE: MASS BASIC BLDG. CODE AM SK f=ey S-4 FENCE DETAILS A JURISDICTION: TOWN OF N. ANDOVER �1 CONSTRUCTION TYPE: B-1 PROPERTY OWNER:: SBA TOWERS, INC. N1 TOWN CENTER ROAD 41(� /� SOCA RATON, FL 33486 DRIVING DIRECTIONS USE GROUP:TIONS ANTENNA ARRAY - U APPLICANT: SPRINT SPECTRUM L.P. I INTERNATIONAL BLVD. TAKE 1-93 NORTH TO RT. 125 EXIT, KEEP RIGHT SUITE 800 AT RAMP TO MERGE ONTO MA-125. TURN LEFT MAHWAH, NJ 07495 ONTO MA-114(TURNPIKE ST.). TURN LEFT ONTO PH. 201-684-4085 HILLSIDE RD. TURN RIGHT ONTO CHESTNUT ST. ARCHITECT: BAY STATE DESIGN ASSOC., INC. SITE IS ON YOUR RIGHT. 266 SUMMER STREE7 SITE ON, PROJECT DESCRIPTION BOSTON, MA 02210 BS33XC422F PH. TON, 7-7177, FAX. 617-482-4099 STRUCTURAL BAY STATE DESIGN ASSOC., INC. THE PROJECT CONSISTS OF THE INSTALLATION OF ENGINEER: 266 SUMMER STREET SBA TOWER PCS EQUIPMENT, SUPPORT FRAMES, ICE BRIDGES, BOSTON, MA 02210 PH. 617-357-7177, FAX. 617-482-4099 300 CHESTNUT ST. AND ANTENNA FRAMES AND CABLES ON EXISTING N. ANDOVER, MA ELECTRICAL R.G. VANDERWEIL ENGINEEERS 152' TOWER. ENGINEER: 274 SUMMER STREET DO NOT SCALE DRAWINGS BOSTON, MA 02129 ORIGINAL SHEET TITLE PH. 617-956-4577, FAX. 617-956-4435 HANDICAP REQUIREMENTS �, TITLE SHEET CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING SURVEYOR: ATLANTIS GROUP, INC. 4 r 1I FACILITY IS UNMANNED AND NOT FOR HUMAN DIMENSIONS & CONDITIONS ON THE JOB SITE & 15 CYPRESS STREET HABITATION. HANDICAP ACCESS IS NOT REQUIRED SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN }�; OTHER REQUIREMENTS NEWTON CENTER, MA 02159 VUIC� /a,/.n WRITING OF ANY DISCREPANCIES BEFORE PH. 617-965-0789, FAX. 617-965-0103 w..�in,F- =" SHEET NUMBER PROCEEDING WITH THE WORK OR BE RESPONSIBLE FACILITY HAS NO PLUMBING OR PARKING FOR SAME T- 1 CIibPDF--I,sti—om ._. Lp�3p�pj V..�.m W v (n ��' Frn �L �Q W GTN N J �6 N w F� J O uj m Ea oma.. 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Sprint PCS DISTRICT: RESIDENCE 3(R-3) YM uC tOTOHN 1E MAP 98A LAT N ' MIN.LOT AREA(S.F.): 25.000 (26) CARTER.JCOADY,JOAN F 400 WEST CUNNINGS PARK,SUITE 4050 RAYMOND B AGER 24 A MARGARET C COADY WOBURN.MA p8p1 (23) i LYEDEBORO PLAN USA uHE TELECp'4ER:(781)932-9193 MAX HEIGHT(FEET): 35 `\ \ ` (i) t ) TELEPHONE(781)932-1313 MIN.STREET FRONTAGE ' ' DEED BOOK 1327 PACE 736 D®bop(1266 PACE 237 (FEET): 125 BOSTON.MA 02116 NORTH ANDOVER,MA 01663 MIN.FRONT YARD(FEET) 30 \v' MIN.SIDE YARD(FEET): 20 (�) \ `\ ` ' (26) MAP 98C LOT 110 MAP NA LOT 62 MM.REAR YARD(FEET): 30 \ �• ,` ��' SCULIZ MCOARF,pAv b COA4Y.DANIEL J ` " (2) 6 CHESTNUT ST 3 NEE'�pRR` (25) 03°FAµJE""°Y SBA TOWER (33) \ � S' ✓" - /�' NORTH ANOOWR.W p645 NORTH ANDOVER.MA DIM '.... GEED DOOIN J748 PACE 249 DEED BOOK 2962 PACE 131 (24) y�8►� -/ FINN,JAPES T COADY,JOHN F k,JOYCE A BS33XC422F 1e60D �I / ` ` / _ YAP 96C lS N YAP 96A LOT e3 VICINITY MAP \ AonN�NaglA4 (26) AOR ROY DAVEY 1 `` ` �\ /�' '^ (3) 406 G1E:STNI/T 6171EET 135 IDSA UNE - /J'` /" \ D BOp[0�4e9x PPAAGE 955 O�FFRO 90d(300 PAGE 2M s ` (31) `�'--�' MAP SBC LOT 67 MAP DBA LOT 54 SUBMITTALS t3� HOLUM d.ROBE.W JOYCE REALTY TRUST.PAUL J A VICKY L NAMES (27) A JEAN M JOYC E (4) 396 CHESTNUT STREET 32 SANDRA LANE •t NlW7N AND01F7.MA p°45 NORTH ANDOVER.MA 0I844 2 STORY '1 ` ,1 t tt\ DEED BOOK 5052 PAW+07 DEED BOOK 4873 PAGE 194 Row \ -i-,� (321 � ��f� / \ `t YAP DBC LOT 6B MM DBA LOT 35 �u36 /�jfl H 1 (3e) SAN ETFL C�FRODETIE (26) A SNS SH5�LL RICHARD ice' ,/�' , ' \ (5) 365 CHESTNUT STREET 10 SANDRA LANE •1 V I \ ,,` ('� 1 _-�' `�\ /112 /. t - NORTH ANppVER,MA p6M NORTH ANDOVER,MA 01843 B - -�--�- /' \ DEED BOOK AA PALE 123 OEM BOOK 1342 PAIS 20 A 17/29/99 ISSUED FOR RENEW fi�T , -r ���,P.�, I ``� ,1/ MM DBC LOT 54 MAP DBA LAT e8 ,,\ \\�Plll� "' ' (39) `, 11 At KATH EEN YHAMEL (24) JNIE F CADAMHENRY CADN I'M ' / `� (°) SHORTIE ANpp'R�R.MA M. CR1�H A DOVER,MA 0180 Bt�Y rRrA�Iw$T (48) ,,l '�/ IIEEO BOOK 1354 PACE 5°5 gEED iN%Xc 1207 PACE 7% DF+QT�y` "'.2:ilpYNw" D 111.E ,moi, L (3� ,B _" ' `\`-\ T 64 BBREEN,DAVID XMAP ERIC LOT J6 Jp1N5ON.MAP SM.BRUCE K 266 Sum-S4wt CON(7) 3tN CEM,ANCE BTR SIM t3o}- 130 USA ALANE�NS� P BooWn'6217 3571-7177 1 1 Y Fm: 617-462-4099 `r � 1 �` NpITH ANOOVEI.MA p845 NORTH BOOK 4161 PA GINS .\ DEED BOOK 5056 PACE 158 OEFA BOOK 4161 PACE 24 GENERAL NOTES ,\ 1 ' (�) ;� -�` 'ate V YAP 96C LOT 109 MAP SBA LOT 06 y /-- ' ( Q� SOL STEVEN T BRNNAM,THOMAS M _/'" Dsx CHESTNUT STREET A CAM ANN BRENNAN ATLANTIS GROUP, INC. (8) 1 , "� , ``� \ (� NORTH ANDOVEN.MA 01815 (3t) 12z USA tAE /" 1 - DEED BOOK 4573 PACE 165 NORTH ANDOVER,MA 01845 t �OmNM,MseAAlt 92166 2.5 STONY L-' ' ,1 __- DEED DOOK 3771 PAGE 707. t.FIELD SURVEY DALE:NOVEMBER 19,1999 ` 1 0332 i 2 5717RY ` t MAP DEC WIUL LAM E MAP DBA LAT 67 ° 2.VERTICAL DATUM: NATIONAL GEODETIC VERTICAL ' ROOo y/ ' (f0) `` NORTH ANDOVLR,YA pe0 14AICK ROBERT L DATUM OF 1929. _ - �_' I,. ' , \ (9) D®BOpC BB N CE 157 (32) 6;E GE IA P MATCH 3.HORIZONTAL DATUM:NORTH AMERICAN DATUM OF gND15 Oak 'y (N) 112 USA UNE MA -,-- ``�. 1 , , /' P61EAU,OGLING A MORIN DEED BOOK 4067 PACE 1877 1963(NAD83). ,, 2 StORY 1 j 6:C EIS7NE M PRIM - 1' 305 CHESTNUT STREET MAP DDA Lp7 75 4.CENTER Of E)LISTING TOMER: 1 (7) 2 STORY 1 MGL '-� d - /. (10) NdtTH ANDOVER,YA mN5 wR.9oJJN RENJTY TRUST DEA LATITUDE: N4Y40'06.7" 1 ,..I. t TATOD 1l '' GEED BOdf N PACE 377 (33) i PA`CON° OGVE - LONGITUDE: W71D8'31.8" 1 I 1! it LOT ST GROUND EL: 314.9 * ' --� EMSTING + r , ' `•� Vi+µ,TTAWAS P per". Boa 4t�AGE 275 TOP EL: 471.9't ' AVED .� ' ' 2 STORY t - 6:JANET M SHEHAN Jl t 1 (tl) CHESTNUT "011143 HAAINAMAP 955°A LOT O1RGE G M 5.OWNER SBA TOWERS.MEC _ ��1�@ (21) , (41) ``� DEED BOOK 65 PAZ 30 (34) A CARER.C aME FA9FpTr s WMNr FCs R W INKEDCTD 1 1139 1 1244 M1AN.M-MIM-AND M I 1 TOM CENTER ROAD --__r LOV`� ' I 29 KARA ODVE =1'0,=-WP T AND In ' (6) I 1 `�\ RNP 90C LOT 82 NORTH AMDOVEN.MA 0180 FaW4MEx K KVT 91E MPoTtEN SOCA RATON,FL 33486 1�� 1 1 t t OWN.ROBERT A DEED BOOK 2350 PACE 139 ANDREA L DORM DAAUN MONK txE N4aMA1Rx mIItAT[A 6.SITE NAME: SBA TOWER BLV ID" - __ 2 STORY I • !, -Jam'_�""' __--- III (tx) 41 CHESTNUT SREET MAP SBA LOT 92 " 7.SIZE NUMBER: BS33XC422F �~ 1 i 0174 11 �. ; �ANDBOOM 75 PP�W 3 (35) 02 BEVERLY ASS TE Jr. 8.DTE ADDRESS- 300 CHESTNUT STREET ' _ _ ' - - E-._' �' � Y ( MAP DBC Lm ss NORTH2BE ANDOVER,MA OleO 1 ' I (42) A DIANA R COrOa MAP EGA LOT nu:Na. 853M 22F N ANDOVER.MA 01645 ' _ 1 1 /45 (20) I I (t� /ZS CORDCHESNEIL NUTJOHN SRRET. OEEO 1893 PACE 320 9.APPLICANT: S't(MT PCS 1 �� I ` NORTH ANDOVER,MA DIM YORRIS$V;DYRE S 400 WEST CUMEEMGS PARK 1 1 (5) '� 108' 1' GEED BOOK N PAGE 248 (36) e:DONNA J SUITE 4050 (9) 1 I �K tOT�"-��l� �� 1 1 i 9 KARA DRIVE DRAWN BY: A.B. + t MAP OW LOT 3 NORTH ANDOVER,MA 01845 N77BURN,MA 01601 IA WOOD "�' �\\ , L- RNA,KE°NETN W DEED BOOK 4537 PAGE 277 1 / 'T7"'33/86-'�I _ __,-J-' 44 REA STIIFET CNECI(EO 6Y: S.M. 10.JMSDIC71 NN: TOWN OF NORTH ANDOVER i 1 _�_5 - � .\` x STORY I ' (t4) MO BOOK 2NO PACE 45 (y� MAP EGA LOT 41 NMKYN 11.TAX V. MAP 98C LOT 2 //////// ��'_ i ;\\`:\ 1 62 USA LAE / --2C \\,\` \ I 1 NAP SWANK LOT E DEED ANDOVER NA 0160 12.DEED REFERENCE: BOOK 5224 PAGE 212 2 S70NV �J/ /- / \\' (22) MARI ALAN E D®Boat 4355 PAGE Su �__.�-' J V.{('/�/ 6:MARIE SWAM 13.PIAN REFERENCE: PLAN/11109 _ --J'_� �5 (4) i,�Y'� / - - (19) I + (t5) 95 KARA DRIVE MAP 98A LOT 42 1 / / /' -_____..__ VmM \:\ 1 / NORTH AIDOVEN,MA 0160 DARBERA,ANTHONY T BY KIMBALL CHASE f 'ti/ /) / I \\ DED BOOK 3784 PACE 332 !PATWdA A DATE: MARCH,7966. ' /�/ � \'-\�T�ti�, (38) MORIN LANE SITE NAME 14.ELEVATIONS AND COORDINATES FROM GPS LOCATIONS ! '� /y,.FRif /. % - ""'-}05_� \\\\ T.\� 1 �-'----1 _ NORREOIE.MAP SBA LogNE �BOOK Itt622 PAGE 4Na5 1 l /„"TTaaFYiy i \.\ '" 1 f 6:mnw YdW30N 15.ALL UNDERGROUND U71UTY INFORMATION PRESENTED (1� /% ',/ ��%i/ f`/r r- _ �\: I t (16) 67 KARA 1%tPE MAP SEA LOT 30 HEREON WAS DETERMINED FROM SURFACE EVIDENCE �\ '"2 STORY i • N DD IDTHBO ► JVIA e034 (39) t dDAM s SBA TOWER AND PLANS OF RECORD.ALL UNDERGROUND U7BJ71ES / / !moi sd- \\ t0 KARA DRIVE SHOULD BE LOCATED W THE FIELD PRIOR TO 1 ) I' 1 \� "1` I MAP BBA LOT 86 NORM ANDOVER,PA CIES ty� / '` \1 1 OARS.MICHAEL d DEED BON(2018 PACE 2M COMMENCEMENT OF ALL STE WORK. --'i ^' ' 2 STORY �� 1 \ 1�`\� I I (2� 1 A KARA A wSs NO SUBSURFACE INVESTIGATION BY ATLANTIS �_ A /! / - ��\� ' ♦ ' 1 (t7) 79 KANA R VE MAP DBA LOT N ( 31 / \ �. \ NORTH ANDOVER,NA 0161° (M) NOd1AN.DYODiY M STYE NUMBER GROUP.INC. t MOB I �7 / / /II.I `J \`yw \ 1 I OEED BOCK 5025 PAGE 259 92 U�UNA 16.ACCORDING TO FEDERAL EMERGENCY MANAGEMENT 1 ` _�- ' /Y _ peDp'• y \ \`l�,\; 1 i YAP 96A LOT D7 MOM ANDOVER.MA DIM AGENCY MAPS.THE MAJOR IMPROVEMENTS IN THIS (11) �'- II r ,; 1 f /// I' \. ( \\ .\ ) 1 1 / CYA ROGER A DEED BOOR 2220 PAGE t° PROPERTY ARE LOCATED IN AN AREA DESIGNATED - I 2 9TDRv I� % C \ '� )/�" (76) g7 KARA DAVE MAP 98A LOT 102 8S33%C422F AS ZONE X AREAS OF MINIMAL FLOGGING. J` I 1 i 1 �i� �> /�' `\ MOM ANDOVEK MA DIM 41 O'COMME L.THOMAS C COMMUNITY PANEL NO.250098 0006 C. ''- 11 , ��.\, CLD BOOK 2489 PAGE 24 ( ) A JANE E M KARA DRIVE ESSEX COUNtt,MASSACHUEETFS. �- I I t MAP SEA LOT M NORTH ANDOVER,MA 0760 1 11 -- _/ `>\ PTILUCK GLENN W D®BOCK 4248 PACE 49 EFFECTIVE DATE JUNE 2. 1993. ` I I I } _ - _---- '""�,r / k GENDA R PITLUCK sTE ADDRESS NO WETLANDS AREAS HAVE BEEN DELINEATED. ,`I � 59 KANA DRIVE MAP 911A LOT 96 ,�- NORTH ANDOVER,MA 01845 4 NCKETE3,STEPHEN C -. 17.PROPERTY UNE INFORMATION IS COMPILED FROM qz) -C f \L�_ _ -- ,1- (n) DEED a"Mm PACE 257 t 2) a LINDA S \ x KARA DRIVE DEEDS AND PLANS OF RECORD AND IS NOT THE f I 1 \\ J•`_�_ __�_�{ =���= -�_ /'' // MAP SBA LOT N NORTH ANDOVER,MA ae0 300 CHESTNUT STREET i r' ��' A MEUSS A AN MAYO N ANDOVER, MA RESULT OF A FULL BOUNDARY SURVEY. `` \. \ _ _ - ALAR1o.DAtp C DEED BOOK 4376 PAGE 001 1 \�\ \L__'-" ------- �-�:�--� �� (zO) MA CIES MAP°St6A LOT w 01845 18.BEARING SYSTEM OF THIS PUN IS BASED DIV GRID t \\`__, -- --� DNORTH AMOYES.ED BOOK 1794 PAGE st (� REk44 REA STREET NORTH.CONVERSION TO TRUE NORTH IS 00'15'46' ' - '• /- \ \ lxod(M15E _ --- ------- `\ \\�.---- _ i� 1 /' ps) / NORTH ANDOVER.NA 0I613 MAP SBA LOT 90 DEED BOOK 2660 PAGE 177 ¢I (13) '1 ,' , /' /' (ty) (21) 39 KARA DRIVE MAP 98C LOT 77 ANUS,DENISE L LL LEGEND ' ' .' NORTH ANDOVER,MA 01016MICHAEL A CAMELY EBERLE SHEET TITLE '`- / DEED BOOK 1883 PACE 272 (44) NORTH°�`�OVERMA 0111145 ---------------1'CONTOUR INTERVAL 1 SITE PLAN '/ ' �__1�'' MAP 96A LOT 59 D®BOOK 3939 PACE M m , _ VISIONV A REALTY SST LL RA MAP 9BC LAT 106 SITE PLAN m \ A M dBa.TRS io i' ----------- 5'CONTOUR INTERVAL C-1 SCALE 1" = 80' \ _~ �� 1�2) NORTH AANDUTA MA DIM (M) Jt�ARMARNUT THS'STREET ME PROPERTY UNE `\ `t DEED BOOK 5142 PAGE 260 NORTH ANDOVER.MA GINS EXISTING OVERHEAD WIRES SCALE: 1"-80' \ DEED BOOK 4110 PACE TDD EXISTING CHAINUNK FENCE ,\ t MAP SSA LOT iG SHEET NUMBER WXSAC RONAD J MM SBC LOT 7 1 EwsnNc unuTv POLE 0 40 80 180 240 (23) FALCON DIVE (46) RAYMOND� aEiN2ER \ PELNAM,NH 03076 1 BOSTON. MA PLACE ® CONTROL POINT(TBA) DEED BOOK 1852 PAI£319 8051'ON.YA 02170 l\J g D IRON PIPE(FOUND) BS33XC422F.dwg 11-29-99 1:08:16 pm EST CIibPOF-www.tastio.com / \+ SPRINT PCS Croamads Corporate Center I international Blvd. 8th Floor. Suits 800 Mahwah, NJ 07498 BAY STATE 1 \ 1 , Bay State Design Ass Archi tects e& I Engineers \ \ l266 Su r P)zs'vnoE l 1 , / Boston MA 02210 Street 1 AGGEss EASEMENT 1 + Phone: 617-357-7177 Fax: 6t7-482-4099 1 1 � / t PROJECT N0: 2073.057_ 1 (E) PAVED ROAD �, t , , DRAWN BY: AT CHECKED BY: DH 1"n - _ _ -- ��I \ \ ' I I CAD FILE: 4221C2 SUBMITTALS R1Y -•708' I I f E 4J19/00 FOR CONST.REVIEW \WE D 4/4/00 REVISED FINAL ZONING C 3/15/00 FINAL ZONING 8 1/29/00 REVISE COMPOUND A 12/7/99 FOR ZONING RENEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY 6f NATURE ANY USE OR DISCLOSURE THAN THAT WHICH'/ \\� V\ I / SPRINR COM SPECTRUM L.P.� TES TO r SPRINT OTHER ANE 51111 310' r r r r'1 r " SEE)9MR up If HousE tT�•) rr r i i if 32° r it f r f I l/ �/��T%n/ �r r 320• ` �1>\,\> 11401UT I f I I II ( ' SITE J I I (d11 8.1 DE-----__-___ _-_---- {Pf .tv i,y ' °"TRUE"oR"I BS33XC422F I i t l , l LMEM tE}EENGEA----- ' - 17 AZIMUTH ----- SBA TOWER ___ --- 300 CHESTNUT ST. + \ �` -------------------_ '= N. ANDOVER. MA Sector A SHEET TITLE + \ �' � SITE PLAN 0 GRAPHIC SCALE g SHEET NUMBER so 0 30 e0 120 240 SITE PLAN C-2 - SCALE:1' = 60-D' Is 3 m .�eD)x ANTENNA ORIENTATION ConPDF--fas9o.00m a SPRINT PCS Crossroads Corporate Center w E Mahwah,1 International Blvd. 8th Floor, Suite 800 NJ 07495 (E)FENCE TO BE 4 REPLACED BY SPRINT S. 1 k (P) 12'WIDE S- / ACCESS GATE W/LOCK ' BAY STATE (E)TELL DESIGN DEMARC � li - i DRIVE ACCESS TOWE D •t 9P)SPRINT BRIDGE GRADE ABOVE X , Bay State Design a (P)POWER/TELC0 N Associctea, Inc DEMARRCC \ Architects • Engineers / (P)METER 266 Summer Street Boston. MA 02210 Phone: 617-357-7177 a /O 63 (E)GUY(T�'P•) \\ Fax: 617-482-4099 FUTURE ICE BRIDGE 1'.B NF1- 6'ABOVE GRADE PROJECT N0: 2013.057 (P)POWER/ \ TELco NETS DRAWN BY: AT (P)TRANSFORMER \ CHECKED BY. DH \ I CAD FILE 422tT1 w ( , TT $2 EO IPMENT ICE \ SUBMITTALS IALS ELD (E)POWER - E 4/19/00 FOR CONST.REVIEW METER 1 NET&TI%5-446 / `•� \� (P)CLEAR GRAVEL \ D 4/4/00 REVISED FINAL ZONING \ AREA FOR VEHICLE C 3/15/00 FINAL ZONING TURN AROUND \ \ •� \ B 1/28/00 REVISE COMPOUND A 12/7/99 FOR ZONING REVIEW µEQ THE INFORMAnoN ewmED rl THIS ,�8 ` \ (P) 12'x20'SPRINT SET OF DOCUMENTS IS PROPRIETARY LEASE AREA \\ BY NATURE ANY USE OR DISCLOSURE DRIER THAN THAT WHICH RELATES TO PROH& DSPRINTCOM.SPECTRUM L.P.IS STRICTL FENCEWHIGH 3 KMNILI K AAE SEAL / Y BARBED WIRE \ 1 2 t x _4 P)8'WIDE — — UTILITY EASEMENT / / / f CA2a 6 SITE / ,d BS33XC422F �. / / X SBA TOWER 300 CHESTNUT ST. N. ANDOVER, MA / / X SHEET TITLE COMPOUND LAYOUT GRAPHIC SCALE COMPOUND LAYOUT 4 0 2 4 e fe � SHEET NUMBER SCALE:1' a 4-O' <DIraF) tmen4 n C-3 CIInPOF---fasho.com TOP SPRINT RX/TX RX (E)ANTENNAS ELEVOF PCS ANTENNA TYPE;TYPICAL AZIMUTH 70 - D8978H65T5-M AZIMUTH 120 - De 78H65T2-M - (BY OTHERS) _ _ _ELEV. 466.9'AMSL AZIMUTH 280 -08978HBST5-M NOTES 1.TYPES AND SIZES OF THE ANTENNA CABLES ARE BASED ON THE ESTIMATED LENGTH OF THE CABLES. .. CONTRACTOR TO VERIFY ACTUAL LENGTHS IN THE FIELDBEFORE INSTALLATION AND NOTIFY THE FIELD -� DIN FEMALE CONNECTOR GPS ANTENNA ENGINEER FOR VERIFICATION OF SIZES OF THE CABLES. // \\ Crossroads Corporate Center 1 International Blvd. FURNISHED BY LUCENT 2.FIELD ENGINEER TO UPDATE THE LENGTH OF CABLES. ! \ Bth Floor, Suite BOO DIN MALE CONNECTOR TECHNOLOGIES 3. ALL ANTENNA COAXIAL CABLES AND JUMPERS SHALL BE INSTALLED WITHOUT LOOPS AND/OR PIGTAILS. �- `\ Mahwah, NJ 0749$ (/815396-003P) N.TYPE FEMALE CONNECTOR 4. COAXIAL CABLE GROUND KITS SHALL NOT BE INSTALLED ON THE JUMPER BETWEEN / \ GROUND BAR (ANTENNA) (E)ANTENNA \ (BELOW ANTENNA) JUMPER CABLE(CABLEWAVE#815414-006P) THE ANTENNA AND MAIN UNE CABLE. - BY OTHERS) , \ DIN TYPE MALE CONNECTOR N TYPE MALE CABLE CONNECTOR 5, ANTENNA COAXIAL CABLE GROUND KITS SHALL BE INSTALLED AS CLOSE TO THE CONNECTOR AS (CABLEWAVE #734803) POSSIBLE AT EACH ANTENNA. IF THIS IS NOT FEASIBLE THE GROUND KP SHALL BE INSTALLED / \ DIN TYPE FEMALE CONNECTOR IMMEDIATELY AFTER THE BEND ON THE FIRST STRAIGHT RUN OF CABLE. (CABLEWAVE/738863) / \\ SPRINT ANTENNA GROUND BAR 6. ANTENNA COAXIAL SHALL BE INSTALLED TO COMPLY WITH THE MANUFACTUPEP'S MINIMUM BEND (P)SPT(INT ANTENNA(IYP.OF 9) (BOTTOM OF GROUND BAR _ ELEV. 130'-Of AGL MONOPOLE) MAIN CABLE (BELOW ANTENNA) RADIUS SPECIFIED BELOW. THE CONTRACTOR SHALL INSTALL RACEWAY FOR COAXIAL CABLE USING 4 \\ _ ELEV.444.9'AMSL (CABLEWAVE/810920001) THE PROPER FITTINGS NECESSARY TO ENSURE THAT THE MINIMUM BEND Ra0!US REQUIREMENTS ARE MET. / A-1 \\ MAN CABLE (REFERENCE:TECHNICAL.INFORMATION BULLETIN NO.96-026) (CABLEWAVE #810918001) GROUND BAR(AT GROUNDING KIT(7YP. MANUFACTURER CABLE TYPE CABLE SIZE(9) MINIMUM BEND MINBAY STATE MINIMUM BEND RADIUS / \ ANTENNA CABLE (CABLEWAVE#916}g i; GROUNDING KIT( ) RADIUS IN TRAY IN 4' OR 6' CONDUIT / \ COVER ASSEMBLY) (CABLEWAVE#916382) / DEISIGi'N CABLEWAVE810918001 1/Y 5 iD' DIN TYPE FEMALE CONNECTOR CABLEWAVE 810920001 1 5/8' 20' 2B' \\ - (CABLEWAVE/734756) 7. THE GPS ANTENNA COAXIAL CABLE SHALL BE A CONTINUOUS CABLE RUN,FROM THE CONNECTOR AT / \ DIN TYPE MALE CONNECTOR CABLEWAVE THE ANTENNA HEAD TO THE CONNECTOR AT THE 8T5 CABINET,WITHOUT JUMPERS. / (BY OTHERS) ANTENNA CABLE COVER —————— ASSEMBLY(BY OTHERS) S. ALL ANTENNA COAXIAL CABLES SHALL BE MARKED AND TAGGED IN ACCORDANCE WITH THE / REQUIREMENTS IN PROJECT SPECIFICATION G-002,SECTION 16000,PARAGRAPHS 36 AND 37. CABLEWAVE CABLE TYPE Bay State Design JUMPER CABLE(CABLEWAVE#826031-004P) CABLEWAVE 810918001 - Associates, Inc. _ (BY OTHERS) (BY OTHERS N TYPE MALE CONNECTOR I Architects66Su • Engineers CABLEWAVE 734803 266 Summer Street _ __ _ BY OTHERS Boston. MA 02210 SECTOR(IYP.) N TYPE MALE CONNECTOR CABLEWAIW � TH PRIMARY RADIO r� .11 Phone: 617-357-7177 (BY OTHERS) / CABINET - --- tt z .FOX: 617-482-4099 I POWER / \ TYPICAL ANTENNA CABLE CONFIGURATION CABINET PROJECT NO: 2013.0571 BATTERY CABINET (E)ANTENNA \ \ AZIMUTH 10 OWNTILT>sN/A AZIMUTH 120 WNTILT.N/ AZIMUTH 260 NTILT-N/ GPS ANTENNA (BY OTHERS)/ \ \ DRAWN BY: AT CORKLENGTH(Fr)- COAX LENGTH(Fr)- COAX LENGTH(Ff)• COAX LENGTH POWER CABLE CABLE CABLE CABLE (Fr) CABINET \ \ TYPE/SIZE RX/TX R% TYPE/SIZE RX/TX RX TYPE/SIZE RX/rX wTYPE/SIZE GPS ® \\ \ CHECKED BY: DH ANTENNA TO PRIMARY JUMPER CABLE 815396-003P ® CABINET (P)SPRINT GPS ANTENNA \ \ ASSEMBLY 1�` 3 3 81539003P 3 3 81539003P 3 3 N/A N/A ® GROWTH#1 ON S.W.SIDE OF TOWER \\ b CAD TILE: 422fT1 CABINET / \ '\ ELEV.75'-0't AGL JUMPER CABLE TO ® / -�—- '� SUBMITTALS ANTENNA CABLE 810920001 150 150 810920001 150 150 810920001 150 150 810918001 100 GROWTH#2 ( \ \ COVER ASSEMBLY 1 1' 1`Y§' Yl' ® ® CABINET GROWTH#3 ANTENNA CABLE CABINET COVER ASSEMBLY 828031-004P 1112601-004P 826031-004P N A N A \ E 4/19/DD FOR CONST.REVIEW 4 44 4 4 4 / / RA010 CA3INET WM W .W STEEL / _3 / t \\ 0 4/4/00 REVISED FINAL ZONING (BY.LUCENT) SUPPORT / \ C 3/15/00 FINAL ZONING •ESTIMATED LENGTHS FROM AVAILABLE INFORMATXUN FRAME B 128 00 REVISE COMPOUND b / \ / / NOTE omA 12/7/99 FOR ZONING REVIEW 1.INACTIVE VERTICAL TRACK SYSTEM CURRENTLY ON THE TOWER ! / I \\ \\ THE INFORMATION CONTAINED IN THIS FROM 96'TO 146'TO BE REMOVED. / / \ SET OF DOCUMENTS IS PROPRIETARY 2. EXISTING WINCH AND AUTOMOBILE RIM TO BE REMOVED / \ `\ BY NATURE.ANY USE OR DISCLOSURE FROM THE TOWER. ANTENNA 1 \ \ OTHER 714A1 THAT WHICH RELATES TO 3.THE ANTENNAS MUST BE INSTALLED ON THREE PROD CABLE COVER / \ LIGHTWEIGHT PCS FRAMES (PIROD PART#801476). ASSEMBLY(TYP) / I \ \\ S�FMBRIED.SPECTRUM LP.IS srtticnY f (E)GUY(7YP,) / \y Yt AM SM E) 152' GUYED TOWER SECTOR A \ EQUIPMENT ISOMETRIC / (BY OTHERS) b ANTENNAS SCALE:NTS / ANTENNA MOUNTING A_1 A-3A-2 PLATFORM / \\ (P)EOUPMENT I \ ICE BRIDGE C_2 (P)COAX CABLE ��� O• / \ CEOVE (P)SPRINT EQUIPMENT IBRIDGE O 10' / \ ABGROUND % / Tow , \ \ (P)METER BANK/ SITE (E)FENCE (E) SHELTER1 TELCO DEMARK C-a B-3 b -3 SS33XC422F 0. b �' SECTOR B - SBA TOWER SECTOR C ANTENNAS 300 CHESTNUT ST. ANTENNAS B_2 G_' N. ANDOVER, MA SHEET TITLE ANIENNA MODEL D897BH65T5-M (4) FINISHED GRADE NOTE: ANTENNA PLATFORM MOUNTING TO BE ANTENNA MODEL DB97BH65T2-M (2) P TRANSFORMER ELFV. 314'9 AMSL PROVIDED TO TOWER MANUFACTURER. PANEL ANTENNA DIMENSIONS: (P)CDA%CABLES ( ) ELEVATION BOH x 6'W x 2-31CD (E)TOWER FOUNDATION(BY OTHERS)— SHEET NUMBER ANTENNA LOCATION A- 1 PLAN ® ELEV. 130' AGL ANTENNA PANEL TOWER ELEVATION SCALE:NTS 4 SCALE:NTS 3 SCALE.If = 1'-0 CIIhPDF--fasfio—m 'B DESIGN LOADS *SPRINT OVER A A GRATING INSTALLED PCS 9 3/6 9 3/6 9 7/6 7 3/6 3 3/4 3 3/4' OVER AREA OF FUTURE ' _ CABINET EXPANSION MP.OF 5 - 2•-3 1/Y 2•-3 1/Y 2•-3 1/Y t'-tt 1/4' 7'-7 1/4' 1'-7 1/4 1'-7 1/4 CABINETS)FASTEN GRATING W/ DIMENSIONS: 30 W x L x 80'H 5/60 A307 GALVANIZED- WEIGHT: 850 IBS. BOLTS AND STD.SADDLE CUP 17-6 POWER SUPPLY INPUT: 120/240V AC Crossroads Comomte Centel' FASTENER O 4 CORNERS OF - 1 international Blvd. EACH SECTION OF GRATING PCS CDMA MNKYLL CABINET UTILIZING THE EXISTING BOLT 4•-Y 6• 2-T 6' Y-7" 6 2'-8' 1-10' 1'-1� t'-10" OBIENSIONS: 3(FW x 37L x 60H 8th l''l00l. Suite 600 HOLE LOCATIONS FOR THE 775 IBS. 5 7/8" \ FUTURE CABINETS 1' +' +" POWER SUPPLY INPUT: 775 LBS. AC Mahwah, NJ 07495 OF BOLT HOLE LOCATIONS OROLYIH CABNlETS: ___ ___ __ _____ ______ _r ___________ _ FROM CENTER OF 3 1 �- - 4i1; (TYP. FOR ALL BOLTHOLE DNENSIONS. 2YW x 3lYL x 60'N c ___ _____t___ _____ r_________ �___ _- _ _r i i LOCATIONS ON THIS SIDE OF _ PCS WEIGHT: 750 L85 n z O t i I I i I I I'1•_0 1/Y \ 1 i 5 1 i FRAME) 1 POWER 60EC POWER MICOMA GROWTH CABINET �GRO�AERNET GROWTH ET POWER SUPPLY INPUT: ,2o/240V AC 11 _�t�_______I1 i t r GtBNET BACXUP CABINET E-ORLL. !h 712 �3 DIMENSIONS 31"W x 3o'L x 66N 96EC POWER r _ _ _ _ CAPACITY.' HR.BACKUP --AY _{. `FOR MINCELL CABINET) i ; ? ACOA o ACOA a RCCA a ACOA NFT N CA - o1MEN5XM15: 31 W z 36L x 66H BAY ►l 1Al 3/4'x1/8'O 1 3/16' WOW; 2880 LBS. GRATING DIM. \ O.C. LV.STEEL GRATING _ REAR ONWIIY: 4 HR.BACKUP z-Y 4 3/ DESIGN 2' m 1.NOTES- ) 200 AMP PPC IS REWIRED TO SUPPORT 7 CABINET DESIGN. EQUIPMENT LAYOUT PLAN 1'-,1' 2'-7' _ I 2. PPC IS TO BE MOUNTED ON SEPARATE SUPPORT FRAMES SCALE:NTS PPC MOULD BE LOCATED CLOSE To EQUIPMENT WITHOUT GRATING DIM.GRATING DIM. GRATING OM. INTERFERING WITH FUTURE EQUIPMENT EXPANSION. Boy State Design 9'-7 3/6 Associates' SLOTTEDInc. 1.ALL BOLT HOLES SHALL BE SLOTTED 5/6hehkeets . Enginemx 266 $UTTef Street Y OUT BOLT HOLES IN EACH &RECTION USING THIS BOLT AS AS INE STARTING LINE Boston. MA 02210 ¢ Phone: 617-357-7177 Fax: 617-482-4099 PIER 18'-6 PIER DETAIL s-a PIER 3•-10^ 2'-7' SCALE:NIS 7 3rh•-r PROJECT No: 2013.057 Is z'-B'0 PIER(TYP.) DRAWN BY: Si ------_ ---- --- r--- --- 8 - --- ----- w x2a i X \. M.¢ CHECKED BY: AT - L - m - AER 4m 3- ° 31 \ m CAD FILE 422FS1 W8x24 3: M.q- ---- L-- - I----- r----- rr-- - --- �� - --� - -°--- n W8x24 11 M SUBMITTALS 3 L-----JL -JL---JL- J S-1 9r 8 9 S-1 PLAN •_, N75 (VERIFY) WB "8 PCS EQUIPMENT SUPPORT FRAME A a/+s/oo roR coNST.REVtEw GRADE LAYOUT ON PIERS_@ S THE INFORMATION CONTAINED IN SCALE:NTS L SET OF DOCUMENTSTHIS N WB N BY NATURE.ANY USE ORR05CLOSURE OTHER THAN THAT WHICH RELATES TO 13J¢x31tX3� - SPRINTCOM SPECTRUM L.P.IS STRICTIL )f STIFF.R PROHIBITED. .. we WIT. III OF 2-3.l _ A325 BOLTS _ 1314x311z3b Am TA &OF 2-V -. A325 BOTS SECTION (3 REQ'D) $ SECTION �1 SCALE:I' _ I•-O' &.3;x i¢'-0 ,318 D.C. 1.STEEL GRATING W/5TD.SADDLE CUP FASTENERS 0 HILM KWIK EXP.BOLT(MIN.EMBED. _4^)Ws ' R GxSx3t' + TAPER USE SHIMS h AS REQUIRED SITE GRADE BS33XC422F - r o ,'-t� GRADE W��x� 8 A325 BOLTS (VERIFY) �. 04 SBA TOWER Z wex2a x b 3N. CHESTNUT ST A SEE //-CONCRETE PIER e a f5 EQUALLY r $'1 t; N. ANDOVER, MA SPACED S-i 3� STIFF. It WB Y t4 TES BOTTOM OF SHEET TITLE O 12 O.C. NEW FOOTING 1314x3Jjx3§ FRAME DETAILS fL OF 2-)f A325 BOLTS SECTION (1 REQ'D) (� SECTION ��� SECTION SECTION (3 REQ'D) SHEET NUMBER SCALE," = 1-0' 9 SCALE:NTS V SCALE:3i _ 1•-0" SCALE.3I = ,-0" C11bPDF-w fa tjo. 72 GAUGE GALV. DIAMOND GRIP CHANNEL SPRIlY 1 r �ANCHOR TS 3Yl z3w 1r CONC.PIER-� / SIDE BYSIDEBOLTED LONG x S HIGH PCS 4- )�'e�ILTIY1xrx0'-r BASE-R \ - C-SECTION$BOLTS MMI. I )4 LEVEUNG R(OPTIONAL) \ / TOP OF tr )4' MIN. NON$HRINK GROUP Crossroad@ Corporate Center SUPPORT PIER `�-�' ` .' I International Blvd. •T EO MEM M TION SENSO \ Sth Floor, Suite 800 �1 c 3 xsx �.) BEL ATED U CBx11.5 Mahwah, NJ 07495 • 1 (TYP) I 8 r_ -- r — -- --- -- ----•r---a•---�.---- BASE PLATE ANCHOR DETAIL i i i it _�- =__�, --- a---- ---,�,---- , BAY STATE DEISIGN WO A-36 TYP 7 S- 6 SOLT e - _ TYP YL CAP C 12 DACECALv. \ Bay State Design DIAMOND GRIP CHANNEL'- 1 1•-r ICE BRIE I AAscso lege , Inc. Engineers 2'-O'WIDE BY t0O' LONG - 1/9 I- 9•-s -� 11'-s I 266 Summer Street caxtl.5 Boston. MA 02210 2-Wo A125 BOLTS 2 Phone: 617-357-7177 caxn.5 I �3i'x4'xO'-r � Fax: 617-482-4099 TS 3wx3w.w EQUIPMENT ICE SHIELD PROJECT No: 2013.057 P DETAIL 6 GA.•.W DRAWN BY: • -Ir ST SCALE:IIf 1'-0' - CHECKED BY: AT 20-r CAD FlLE: 422FS2 L3xrx1/(' s8 s _ - .. SUBMITTALS r I/i 0 A325 BOLTS ' Ca.5x11.5(TYP.) WP I ' C Sx3'xyr (TV.) m 3 SIDES €. / 1 I 1 ICE BRIDGE FASTENED 1 TO Ca.5x11.5 1 Crxtl-)�' I I A 4/19/00 FOR CONST.REVIEW �¢x4' BENT R THE INFORMATION COMAINLD IN THIS I I SET OF DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE BRACE CONNECTIONTES TO m + I $ COMM sOTHER THAN PE�"W •`ISSTIMMY SCALE 1J/' 1'-a' TS s�'xsY¢'xt/; (TYP.of 6) b °� PROHIBITED. I m ' 3 Ig_ AM:SMI 3j'xW GRATING 5 I FINISHED GRADE S- i h Ca.5x1 L5 O Ca.5xt 1,5(TYP,) O i 4-#3 TIES b 9-/5 VERT. w 4 W.P. SITE e EQUIPMENT ICE SHIELD BS33XC422F W.P. ELEVATION r $ - 2 SBA TOWER ,•—r 0 TS 3)/lx31/!xY 300 CHESTNUT ST. = i N. ANDOVER, MA �6 SHEET TITLE + a TS 3Y1'x2i 1T EQUIPMENT p4 TIES ICE SHIELD a,Y D.C. SECTION8 X01 + DETAILS SCALE t Y¢' 8-/5 e EQUALLY SPACED 4 HOLES FOR BOLTS SHEET NUMBER )�1' SECTION E Y 4 SECTION 3 S-2 SCALE-- - 1•-O' SCALE,11/1' - ,•-0' f. CIibPDF--fa--c— SPRINT BILL OF MATERIALS a-3 a" 16-1 45"_ 2-+ EXIST , PCs LATTICE - { 2'-Or 2-7/ PLATE i/a" THK 7/8" I MAX I C1O851'Oads Corporate Center telIIllUenal Blvd. ITEM( DESCRIPTION QUANTITY POST+ BRACKET FOR 27" . (.00INC OR CHANNEL EQUAL))CUT POS1'PART OLENCDiT SUIT BY 02225 0D - 8th Floor, Suite 800 O 1-1/4tu .6 h. 40 z 18' LG MIN 55 OR GALV.PIPE 1 - — REMOVING UNCAPPED END Mahwah, NJ 07495 !�2 PLATE 1/4 x 4-1/4 x 16-1/4' L.G. GALV.(A-36) 127' ICE BRIDGE 3-9" CHANNEL x10' O y STD.U-BOLT FOR YPART R 124470(PIROD INC. OR PIPE W/DOUBLE HEX NUTS 2 n EQUAL)CUT ICE BRIDGE CHANNEL MIN AND WASHER, LV. 7/t6" x 2-7/8' SLOTTED HOLE LENGTH TO SUR(SEE NOTE) b ® STD. U-BOLT TOR 2`0 PIPE W/DOUBLE HEX NUTS 2 FOR Yo PIPE U-BOLT WITH 7/16" x 7/8' HANGER BRACKET TYPE DOUBLE �� I AND WASHER,GALV. (SEE NOTE 3) DOUBLE NUT$AIJD WASHERS. (TYPJ SLOTTED HOLE FOR LEVEL CHANNEL/2T BRIDGE PART ' 1-1/470 PIPE 0802257(PIROD INC OR EOUPL) - NOTE:OVERSIZE U-BOLT PROVIDED MAXIMUM CABLE SPAN - 3'-p TYP GPS ANTENNA TO ALLOW t 7 TILT/ADJUSTMENT TO (SUPPUEO BY LUCENT) ACHIEVE TOLERANCE. I FOR CABLE HANGER MOUNTING BRACKET PLATE17 SEE TABLE BELOW �7+p NOTE: ACCA SUPPORT BRACKET PCA�BLES ARRANGELANENT J�KT►Y STATE FIN. GRADE BY CONTRACTOR T1 JUMPER CABLE DFwSIQ'N 1.THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL RF I{2 AWG BCW TO EQUIPMENT CAD WELD I I REPORT. GROUND RING /2 AWG BCW THE OPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4 DIAMETER,SCHEDULE 40, �_) Com.PIER ELEVATION SECTION TVP 2 PLCS) I I GALVANIZED STEEL OR STAINLESS STEEL PIPE. A ANTENNA CABLE BENDING RADIUS I I MOUNT END- THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH MINIMUM OF 18 INCHES USING A PER MPNIIFACTURER'S STANDARDS MOUNTING 1 1 HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK S1W BRACKET PLATE THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPR E GASKET ATTACHED TO THE ANTENNA MOUNT. - NOTES: TILT HOLES FOR 111 Bay State Design 2 ADJUSTMENT 3.THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACHED TO THE APPROPRIATE 1. WHEN USING PROD COMPONENTS AS SHOWN IN STANDARD DETAILS,MAXIMUM ALLOWABLE SPAN Associates, Inc. SUPPORT STRUCTURE USING U-BOLTS. THE SUPPORT PIPE SHALL THEN BE ATTACHED TO THE NOMINAL CABLE CABLEWAVE MANUF.MIN. BETWEEN SUPPORTS ON A CONTINUOUS SINGLE SECTION OF BRIDGE CHANNEL SHALL BE 19 FEET MOUNTING PLATE USING THE OVERSIZE U-BOLTS PROVIDED TO ALLOW ADJUSTMENT. IT IS Rm eI CABLE SCE TYPE CABIN HANGER BEND RADIUS Architects • Engineers 1 2 DEGREES OF M=CAL AND THENUMBER T1PE NUMBER FOR 20 FEET BRIDGE CHANNEL OR 9 FEET FOR 10 FEET BRIDGE CH TE Summer Street RACTHAi OF THE ANTENNA c WITHIMollN 2 REFS Oc c>, 1/7 810918-001 915659 5" 2. WHEN USING PIROD.COMPONENTS FOR SPLICING BRIDGE CHANNEL SECTIONS.THE SPLICE SHOULD 111 4 BE PROVIDED AT THE SUPPORT,IF POSSIBLE,OR AT A MAXIMUM OF.2 FEET FROM THE SUPPORT. Boston. MA 02210 7/8" 610921-001 915660 ip Phone: 617-357-7177 3 3. WHEN USING PIROD COMPONENTS,SUPPORT SHOULD BE PROVIDED AS CLOSE AS POSSIBLE TO THE Fax: 617-482-4099 I 1/4 810916-001 915594IS ENDS OF ICE BRIDGES WITH A MAXIMUM CANTIUVER DISTANCE OF 2 FEET FROM THE SUPPORT TO THE FREE END OF THE ICE BRIDGE. 2`0 870920-001 915881 2OF 4. CUT BRIDGE CHANNEL SECTIONS SHOULD HAVE RAW EDGES TREATED WITH A MATERIAL TO RESTORE PIPE 1 5/S 1 THESE EDGES TO THE ORIGINAL CHANNEL, OR EQUIVALENT,FINISH. GROUNDING KIT 3/p FILUSTER-HEAD BOLTS,LOCKWASHERS AND NUTS FOR PROJECT N0: 2013.057 ATTACHMENT OF CABLE HANGERS TO SUPPORT BRACKET 5. ICE BRIDGES MAY BE CONSTRUCTED WITH COMPONENTS FROM MANUFACTURERS OTHER THAN PIROD, CAD WELD 1/2`0 COAX CABLE ANDREWS HARDWARE KIT TYPE NUMBER 31769-$ PROVIDED THE MANUFACTURER'S INSTALLATION GUIDELINES ARE FOLLOWED. MINIMUM BENDING RADIUS PER *Vl ORT POSE (NUMBER OF KRS AS REOUIREO) /2 AWG BCW MANUFACNRER5 STANDARD 6. DEVIATIONS FROM STANDARDS FOR COMPONENT INSTALLATIONS ARE PERMITTED WITH THE RESPECTIVE DRAWN BY: ST 1 CIGBE 6 AWG GROUNDING KR MANUFACTURER'S APPROVAL GROUND BAR (PROVIDED WITH KIT) 7. DEVIATIONS FROM ICE BRIDGE FOUNDATIONS SHOWN ON SITE SPECIFIC DRAWINGS OR STANDARD DETAILS CHECKED BY: AT /2 AWG BCW TO MIGB AtEGUfRE ENGINEERING APPROVAL. ds TIES O t8' ICE BRIDGE CAO FILE- 422FS3 b n SCALE:K'S � SUBMITTALS �:_1 ~ ._J4 E0.SPACED GPS ANTENNA DETAILS 3 THIRD PARTY BILL OF MATERIALS (B.O.M.) SCALE:NTS CONC.PIER REBAR PLAN SITE NAME: SBA TOWER SITE NO. BS33XC422F E FIRM. BAY STA DESIGN 18' SECTION ITEM# DESCRIPTION PART QUANTITY LENGTH TOTAL LENGTH A 4/19/00 FOR CONST.REVIEW SOUA/R�DT11200 AMB _ NUMBER (EACH) (FEET EACH) (FEET ORDER) TAP BOX ANTENNAS: THE INFORMATION CONTAINED IN THIS 3 BANK,200 AMPS PER 1 SECTOR:DECIBEL DB978H65T5-M DB978H65T5-M 4 N/A N/A SET OF DOCUMENTS IS PROPRIETARY CAPPED POSITION W/DISCONNECT SECTOR:DECIBEL D897BH65T2-M 08978H65T2-M 2 N/A N/A BY NATURE.ANY USE OR DISCLOSURE (TMP.) SUPPORT FOUNDATION PIER JUMPER CABLES: OTHER THAN THAT WHICH RELATES To UNISTRUT2 2 " DIA.CABLE ((CABLEWAVE"DIM MALE/"DIM MALE TOP) 815396-003P 6 6 LF 36 LF PROHIBITED LP.5 STRICTL M00�:PIOOO St:ME,NTS u DIA CABLE(CABL.EWAVE'M MALE/"DIM MALE BOTTOM) 826031-004P 6 4 LF 24 LF p') O} MAIN CABLES: ) I TS3x2 3 NOD" DIA.COAXICOAXIAL AL(CABLEWAVE FLC2158-)50J�(MAIN LINE) 810920-001 6 175 LF 1LF 1 00550LLF A&E SEAL "U- �' UNIVERSAL.CABLE GROUNDING KR(W FOR GPS LINE) /916382 3 N/A N/A (rP) (�t TYP FOOTING DESIGN BASED a UNIVERSAL CABLE GROUNDING KIT(Of FOR MAIN UNE) #916391 18 N/A N/A ON 100 MPH WIND ANDUBC 3"0 STD. PIPE 4 SOIL OR BETTER CONNECTORS,UNATTACHED FOR GPS& MAIN CABLES: sLA55 (UBC TABLE 18-1-A) 5 MALE'M TYPE )f (CABLEWAVE)(GPS)) 734803 2 N/A N/A GALV.(7YP.) O� b FEMALE"DIM TYPE 1-3§" (CABLEWA% 734756 12 N/A N/A m PWR TELCO PPC MINI,IN UNE TYPE, MANUFACTURED BY 4"0 RGS SCH 40 CONDUIT$ PPC M1 WALL MOUNTED POWER 6 NORTHERN TECHNOLOGIES:200 AMP N2101-WOI i N/A N/A FROM TRANSFORMER PLAN NORTEHET EERRNNNTECHHNOLLOGIES 7 ACCA PROVIDED BY LUCENT 1 N/A N/A FIGS CONDUITS -p PART N0.N2101-WOt ABOVE GRADE AND 1- 1'- B GPS PROVIDED BY LUCENT fl407517689 1 N/A N/A THROUGH SWEEP + 0 HOLE FOR CAP It 9 UNIVERSAL WEATHERPROOFING KIT ( ') FlNSH �." 0]]��''THRU BOLT SEAL WELD #916132 5 N/A N/A GRADE xA /RSIZE WASHERS 10 1/Y HOIST GRIP /910301 1 N/A N/A (TYP 7 PLACES) 1 5/8" HOIST GRIP #910311 6 N/A N/A f` I wa T53,,2,, 11 SPLIT COMPRESSION BUSHING X303394 7 N/A N/A CONCRETE I PPC MINI �� SITE n zd < • 12 GPS MOUNTING BRACKET 1 N/A N/A BS33XC422F bu' T53x2x% • 13 2'0 REINFORCED CONCRETE EQUIPMENT SUPPORT PIERS 3 N/A N/A 3 16 • 14 18" 0 REINFORCED CONCRETE ICE SHIELD SUPPORT PIERS 6 N/A N/A SBA TOWER GROUND RODS •i - 1'- L4x3xY / )�"0 AS REQUIRED ERECTION VENT HOLE AID • 15 18' 0 REINFORCED CONCRETE PPC SUPPORT PIER 1 N/A N/A T-, SEAT FF Ti,, 16 EQUIPMENT MOUNTING FRAME 1 N/A N/A 300 CHESTNUT ST. 18"0 CONCRETE • 17 EQUIPMENT ICE SHIELD MOUNTING FRAME 1 N/A N/A N. ANDOVER, MA W GRAVEL OTING • 181 PPC MINIMOUNTING FRAME 1 N/A N/A ,I BASE OW.) SHEET TITLE I 2 • 19 (2) 6 PAIR, SHIELDED, SOLID TELEPHONE (1)POLE TO PPC FIELD CUT FIELD CUT -3 SECIION CABLE 22 AWG (2) PPC TO BTS 1 TO LENGTH TO LENGTH • DETAILS 20 ANTENNA MOUNTS 1 N/A N/A •21 GPS MOUNT 1 N/A N/A •22 8-COMBINATION LOCKS FOR GATES k EQUIPMENT N/A N/A SHEET NUMBER ' 71649 39565 g (MASTER LOCK - 175LH) METER BOARD DETAIL PPC MINI MOUNTING FRAME . 23 MOTION SENSOR ACTIVATED LIGHTI1 1 1 N/a N/A S-3 SCALE:NTS 4 SCALE:NTS 5 _•TO BE SUPPLIED BY CONTRACTOR ChbPDF-www.fa5tj,. M BRACE RAIL i SPRINT /''�(� BRACE BAND 0 10'-0' MAX (TYP) PR. STL CAP(TYP) 6'-0' LEAF /� `� PCs \ 5 CORNER OR RAIL ENO 3 STRANDS STD. 6 TOP RAIL 1 i 2'0 SCH. 40 GATE LATCH W/LOCK SEPARATION Z 1/Z'0 ( 12' \Ir MAX. S-� BRACE POSE 2,.0 BARB WIRE S-1 / 1 1/Y' O.D.FRAME 1 1 Crossroads Corporate Center t 1 International Blvd. 8th Floor, Suite 800 I Mahwah, NJ 07495 HORIZONTAL BRACE DETAIL T1 r 1 ' 2 ,/Y . SCALE:1' _ ,'-0' (CORNER POST) l-LEASE LINE i \ 1�•' I HORIZONTAL K TURNBUCKLE J � y'y\} I BRACE RAIL I CORNER OR ® BRACE POST •Yf��` ,J'� BAY STATE ' DESIGN �1S TAPER RN.GRADE TRUSS ROD Y-;?• i AWAY FROM.SITE J' I / \//,//,\//,\// \ // //.\//, bn 1 j/\\�i� "•.I1I�1f1 -j///\���/t '�\ /• 1IlTir. %y. /\/• TENSION ROD it POST BASE , ,/r MAX. S-1 4- 7`//////\ �iI�!II•. \`\\/j�\0 it /tI S8-1 IIS PrI l I t ••{)VI Bay State DesignS S-1 Associates, Inc. / TENSION WIRE AT BOTTOM •d I' I .�1 k I I•I� ArehHeete . EngineNxs i U t1 OF FABRIC.FABRIC 1b 111 3/16'x3/4'STRETCHER 1 'I•I I I{' 266 Summer Street TOUCH GRADE u BAR WITH ENDS MUSHROOMED ; U. U 2210 Phone: 617-357-7177 -� 44P TYPICAL CORNER i7 2 Fax: 617-482-4099 ttPICAL UNE POST - O GATE POST ( ) S-1 ) SEE DETAIL (TYp O GATE POSTS O CORNERS FENCE END, CORNER AND 7-71 TRUSS ROD INTER. PANEL ELEVATION PROJECT N0: 2013.07 ATTACHMENT DETAIL 7 SCUM:1/21 . i•-Q' 1 NOTE SdWE:1' - I-0' CONTRACTOR WILL SUPPLY e-COMBINATION LOCKS DRAWN BY; ST FOR CARE k EQUIPMENT. (MASTER LOCK 1751-H,PART NUMBER/71649 39565) METAL GATE DETENT CHECKED BY: AT FIN.GRADE INSTALL W/SLOT - PARALLEL TO FENCE • CAD FILE: 422FS4 SUBMITTALS CONCRETE '• END BAND FOR - BOTTOM TENSION wlEs A 4/19/00 FOR CONST.REVIEW B• 1' CROWN TYPICAL THE INFORMATION CONTAINED IN THIS TENSON WIRE SET OF DOCUMENTS IS PROPRIETARY GATE DETENT DETAIL UNE PAST GATE By POST OTHERERTHTHAAN E.THAT WHICH RELATES DISCLOSURE SCALE:I' = 1-0' V SPRINTCOM SPECTRUM L.P.IS STRICCTL POST BAND AT FIN.GRADE PROHIBREU, BRACE POSTS Y CROWN ,' CROWN FIN.GRADE CONCRETE FILL / // ME SEN. CORNER OR BRACE POSTj\ \/�\\ I I e•\/// 1i �/\ •I 1 \/\ w w \/\ I I \/\ 6'0 SCHEDULE 40 PIPE I - - //\ .( I > //\ j j j FILLED W/CONCRETE TENSION WIRE \/ I.I \/\ 1 5 ✓ ATTACHMENT DETAIL //\\ E i. //� `r;� i I • /\ FINISH GRADE o b SCALE:1' 1-0' \ L J //\ �j�\\ e // \/ SITE BS33XC422F \�\ I I \�\ E TO \ BETSET BELOW E:BOTTOM OFROST"LINE.E(TO SL.00AL \/ - \/� c BARBED WIRE 6' CODE).CONCRETE BASE SIZES SHOWN 1Y SBA TOWER ARE RECOMMENDED MINIMUM AND SHOULD BE REDESIGNED FOR (ttP) \\/ °•I ° \\/� b CONDITIONS WHERE SOIL IS POOR- 300 CHESTNUT ST. N. ANDOVER, MA $ CONCRETE PIER 6 LINE POST GATE OR CORNER POST / \/ UNE POST HOLES MIN.S6' DEEP. GATE OR CORNER POST HOLES MIN.40•' �/ •4 POST SET A FULL 3T INTO HOLE. DEEP. POSTS SET A FULL 36' INTO HOLE. SHEET TITLE �\ \ TOP RAIL 1T FENCE DETAILS EOUIPMENf TWISTED AND BARBED TOP EDGE POST BASE DETAIL POST BASE DETAIL SHEET NUMBER CONCRETE FILLED BOLLARD FENCE ARM DETAIL S-4 SCALE •- 4C IO' SCALE:,•a 1'-0" J SCALE:1' = I'-O" 3 SCALE: I' = 1'-0' CIIbPDF-www-f-tio.