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HomeMy WebLinkAboutMiscellaneous - 125 FLAGSHIP DRIVE 4/30/2018 (3) (rte/l /do✓e.e ti� � BUILDINGFILA a - { i 0 V Ej Date....... NORTH{ 1 AL TOWN OF NORTH ANDOVER p PERMIT FOR WIRING ,SSACHUS This certifies that ....... � .......................... has permission to perform .......... L.L....Tau- ........................ wiring in the building of.......... L o ,Z( /. 1 c `UL ................. at......'.L 5...r..:...�J...5 ...........4fl................ North Andover,Mass. Lic.No t,5. . 6� ............. :�2.. .. Check # 3 7 Date................................. r f HORTM� 3:0•t�``° TOWN OF NORTH ANDOVER PERMIT FOR WIRING . x' SSACMUSEt W� This certifies that t L C — has permission to perform .... ToI�� (Z (.,(,G!t K ............................................................................... I wiring in the building of.... at..... Jc..FLS.s �..<..........ok........... orth Andover,Mass. Fee.C !'-- Lic.No. /��7.g 36.......... ..�... -s. �ff ELECTRICAL INSPECTOR J / Check fl I n n ( New York Office 11 Herbert Drive engineering & surveying Latham,NY 12110 Phog 9 y 9 Fax:ne (518)690-0793 www.infini .com Igig May 4, 2010 My 11 1010 Town of North Andover Commonwealth of Massachusetts 130ARD OF APPEALS Gerald Brown, Zoning Enforcement Officier 1600 Osgood Street North Andover, MA 01845 Phone: 978-688-9541 Fax: 978-688-9542 Subject: Invitation to Comment Florida Tower Partners/MA1137 125 Flagship Drive, North Andover, MA Infinigy Project Number: 226-059 Infinigy Engineering and Surveying (Infinigy) is preparing an environmental review on behalf of Florida Tower Partners for the property noted above as part of its permit process and regulatory review by the FCC. The review is focused only on NEPA compliance and includes an evaluation of whether historic properties or archaeological sites may be affected by the telecommunications facilities proposed for the site under Section 106 of the NHPA. Infinigy would like to inquire if you would be interested in commenting on this proposed project. Please refer to the attached Project Summary Form for complete details regarding this proposed project. Please note that we are requesting your review of the attached information as part of the Section 106 process only and not as part of the local zoning process. We are only seeking comments related to the proposed project's potential effects on historic properties. Please submit your comments regarding the proposed project's potential effects on historic properties to my attention at: Infinigy Engineering and Surveying, PLLC Florida Tower Partners/MA1137 11 Herbert Drive Latham, New York 12110 On behalf of Florida Tower Partners, I would appreciate your comments on this proposed telecommunications installation at your earliest convenience within the next 30 days. Please do not hesitate to contact me if you have any or concerns about the proposed project. Sincerely, Infinigy Engineering& Surveying, PLLC Deborah M. Osterhoudt, P.G. Project Manager Attachment A-Figures, Drawings, Maps GA Office: 2255 Sewell Mill Road,Suite 130,Marietta,GA 30062—Phone: 678-444-4463 -Fax: 678-444-4472 IL Office: 9801 West Higgins Road,Suite 110,Rosemont,IL 60018—Phone: 847-720-4374-Fax: 518-690-0790 +a — c � 0 F: .� � N NZ �cD f 125 FLAGSHIP DR �� C 7 =_ c v v -- J p)OZ5 � O � EXISTING �FM77^ i / BUILDING I/ EXISTING CURB (TYP.) — I APPROXIMATE LOCATION OF EXISTING PROPERY LINE (TYP.) UNAU�ORI – 1 I_ TI � -- I TO THIS DOCUMENTIS ANgAIi- OF -- _ APPLICABLE STATE AND/M LOCAL LAWS PROPOSED FLORIDA TONER PARTNERS I 1 12'NIDE 6RAVEL ACCESS AND 1 I U17LITY EASEMENT(EXACT LOCATION I I TO BE DETERMINED) I B RUM COMPOUND SIZE MER 0SIN11c A ISSUED FOR RENEW S 1/29/1 1 NO.1 Slbm l/RWI& AM'E Date 1 PROPOSED 140'FLORIDA — Drawn: sue Date: N/29/10 TONER PARTNERS MONOPOLE � Designed: D Date: N/29/10 (DEV&V BY OTHERS) , Checked: D.rW Dale: N/29/10 1 8o I ING – TRANSFORMER PAD Project Number I 226-059 EXISTING I Project Mine FENCED AREA 1 �- NORTH ANDOVER }45' EXISTING I MA1137 PARKING LOT 1 t _ 125 FLAGSHIP DR NORTH ANDOVER,MAA 01845 PROPOSED FLORIDA TONER �� i/ / i EXISTING SHED Prepared For F f PARTNERS 30-O x87'-0'FENCED /1 COMPOUND AND LEASE AREA / XISTING LIGHT / POLE (TYP.) e m I �� >>o _ xo x�.V.IUG FOi J Drawing Scale: AS NOTED Date: 05/04/10 OVERALL SITE PLAN Drawing Title N SCALE: 1"=100' LEASE BASEMAPPING PREPARED FROM INFORMATION GRAPHIC SCALE EXHIBIT OBTAINED AT A SITE WALK BY INFINIGY ENGINEERING ON 04/20/10, INFORMATION 100, O 100, Drawing Number PROVIDED BY FLORIDA TOWER PARTNERS, AND DOES NOT REPRESENT AN ACTUAL FIELD LEI VJ v� PROPOSED T MOBILE NORINEAST cm o PANEL ANTENNAS(T)P. OF(4) - o 9 PER SECTOR, (3)SECTORS TOTAL) ` '- s;: o 9. N r>- --m > az ?2 L� L L U N J C 06 O N FUTURE CARRIER PANEL ANTENNAS (TYP.) UNAUMOfu=ALMtAn0N OR ADDIMON TO THIS DOCUMENT IS A VIOLATION OF sJ APPLICABLE STATE AND/OR LOCAL LAWS tQ 'K II Q � g B RENSED COYPWND 9ZE NER 5/01/1 II Q A ISSUED FIXt RENEW SNB 1/29/1 41 No SuM,lltal/ReWsim App'd De1e �2 Drawn: 9NB Date: N/29/10 Q 2 R Designed: D.n/ Date: N/29/10 Checked: DN Date: N/29/10 O � Project Number ~ PROPOSED 140'FLORIDA 226-059 a TOWER PARTNERS MONOPOLE (DESIOV BY OTHERS) Project me a NORTH ANDOVER MA1137 i 125 FLAGSHIP DR NORTH ANDOVER,MA 01845 Prepared For rm Y=W gqq2 YmSF,Y pp U Ci F 2 QTY v >pio PROPOSED FLORIDA TOWER z PARTNERS 30'-0"x70'-0' FENCED COMPOUND AND r E 81 3 LEASE AREA p pUFO�y NVQ;Y FUi GROUND LEVEL Drawing Scale: AS NO STRUCTURAL ANALYSIS NOT COMPLETED AT TIME IFFlop- ISSUANCE OF THESE DRAWINGS. THE STRUCTURAL Date: ANALYSIS MUST BE COMPLETED PRIOR TO CONSTRUCTION. r 25104/16 Drawing Title PROPOSED ANTENNA RAD CENTER IS PRELIMINARY ANDIS SUBJECT TO CHANGE WITH FINAL RF LEASE CONFIGURATION BY RF ENGINEER. EXHIBIT BASEMAPPING PREPARED FROM INFORMATION TOWER ELEVATION OBTAINED AT A SITE WALK BY INFINIGY ENGINEERING ON 04/20/10, INFORMATION NOT TO SCALE Drawing Number PROVIDED BY FLORIDA TOWER PARTNERS, AND DOES NOT REPRESENT AN ACTUAL FIELD LE3 SURVEY 1 APPROXIMATE LOCATION OF 1 THE PROPERTY LINE (TYP.) 1 I 1 m I PROPOSED I TRANSFORMER(TYP.) 0) o C pI,c) PROPOSED CSC r_ ._ > o m 1 CAB/NET(TYP.) >+is 8 o I N C� vm PROPOSED FLORIDA TONER > � -SZ m PARTNERS 30'-0'x70'-0'FENCED ` 15'_9" L a) E � 1 COMPOUND AND LEASE AREA o �� _ :3 _: cc UJ I � MLL IC: O� 06 10'X20' SPACE FOR FUTURE I I CARRIER (TYP. OF 5) II II 1 PROPOSED 140'FLOR/DA I I EXISTING I t I TONER PARTNERS MONOPOLE I I I I N04 PARKING LOT (DESIGN BY OTHERS)) I I I I I I /1— I PROPOSED 4—GANG ---- I ------ OSCOVNfCT& —J 1 I PROPOSED UNDERGROUND uNAUTNORIzeD ALrERAnoN OR AnOmoN TO THIS DOCUMENT IS A ISOLAn-OF UTILITY , EXACT __—_ ARPUCAeLH STATE AND/OR�OCA�uws LOCAAON 710 TU BBE I �C DETERMINED PRIOR TO CONSIRUC77ON i r 15'-0"1 Co 1 I I I I I PROPOSED T—MOBILE I I I I I EXISTING UTILITY NORTHEAST ICE BR/DOE(1YP) I I I (TYP.) A REISSUE FOR R M. MCR /29,1 POLE TYP. A ISSUED FOR REISEw sce a/zs/I II I PROPOSED T—MOBILE NORTHEAST 'a s�Il�auR�I:b, nma D,ce I GPS ANTENNA (TYP.) I L L - J I Dawn: sKe Date: a/29/10 Designed: DA Date: 04/29/10 PROPOSED T—MOB/LE — —_— Checked: Dx Date: N/29/10 1 NORTHEAST EQUIPMENT 1 I Project Number I CAB/NET(TYP. OF 2 I I I 226-059 I I I i ? Project Title 1 PROPOSED T—MOBILE 1 NORTHEAST 10'x22'CONCRETE i Y, I EXISTING NORTH ANDOVER I EQUIPMENT PAD(T)P.) i _;: I I I CURB (TYP.) L I MA1137 -A i 1I I PROPOSED T—MOBILE NORTHEAST ------- `_—� 125 FLAGSHIP DR EQUIPMENT CAB/NET(TIP.) L. �� NORTH ANDOVER,MAA 01845 ±45' cl Prepared For c F x O >:�? I12'-0" E, m PROPOSED T MOB/LE NORTHEAST }3 U �jO=Fy 1 12 x24'-6'EIX/IPMENT r4 LEASE o a i AREA (T)R) >Z o NYU CFF Aix '�VWiZV I / j Drawing Scale: AS NOTED 1 / Date: 05/04/10 Drawing Title LEASE ENLARGED SITE PLAN EXHIBIT BASEMAPOBTANEDPIATGPREPARED A SITE WALKROM BY INFINIGYATION SCALE: 1"=20' GRAPHIC SCALE ENGINEERING ON 04/20/10, INFORMATION20, O 20r Drawing Number PROVIDED BY FLORIDA TOWER PARTNERS, AND DOES NOT REPRESENT AN ACTUAL FIELD —now— LEZ SURVEY (fommonweakk o`Maud eM Official Use Only Permit No. b 2epartment o/.tcc77 ie, Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/07] leaveblank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: October 18, 2011 City or Town of. North Andover To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number) 125 Flagship Drive Owner or Tenant Florida Tower Parteners Telephone No.(941)757-5010 Owner's Address 1001 3rd Ave West Suite 420 Brandenton, FL 34205 Is this permit in conjunction with a building permit? Yes 0 No ❑ (Check Appropriate Boa) Purpose of Building Wireless Service Facility/Tower Utility Authorization No. 10473038 Existing Service Amps / Volts Overhead ❑ Undgrd❑ No.of Meters New Service 800 Amps 120 / 240 Volts Overhead Q Undgrd ❑ No.of Meters 6 Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Installation of service and wiring to wireless phone tower Completion o the following table may be waived by the Inspector of Wires. No.of Recessed Luminaires No.of Ceil:Susp.(Paddle)Fans No.of Total Transformers KVA • No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ - ❑ o.o ]Emergency Lighting rnd. grnd. Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners No.o Detection and ' Initiating Devices No.of Ranges No.of Air Cond. Total Tons No.of Alerting Devices Heat Pum Number Tons KW No.of Self-Contained No.of Waste Disposers Totals - - Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances KW ecurrty ystems:* No.of Devices or Equivalent No.of Water Imo' No.of No.of Data Wiring: 1 Heaters Signs Ballasts No.of Devices or E uivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications NfDevicr Equivalent No.of Devices or E uivalent ` OTHER: Attach additional detail if desired or as required by the Inspector of Wires. Estimated Value of Electrical Work: $23,230.00 (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE [3 BOND ❑ OTHER ❑ (Specify:) I certify,under the pains and penalties of perjury,that the information on this ap 'cation is true and complete: FIRM NAME: Advance Electrical Corporation LIC.NO.: Al 5936 Licensee: Michael Murzycki Signatu % ts— LIC.NO.: E23811 (If applicable,enter "exempt"in the license number line.) Bus.Tel.No.: 401 232-5560 Address: 33 Appian Way Smithfield, RI 02917 Alt.Tel.No.: b40-0622' *Per M.G.L.c. 147,s. 57-61,security work requires Department of Public Safety"S"License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑owner ❑owner's a ent. Owner/Agent Signature Telephone No. PERMIT FEE: $ t December 14, 2010 To: All members of the North Andover Planning Board and North Andover Zoning Board of Appeals RE: Continued Public Hearings 125 Flagship Drive (Map 25 Parcel 80) Florida Tower Partners Special Permit Site Plan Review Variance Under the circumstances, the scheduling of meetings at the same time on effectively the same issue by both the Planning Board and the Zoning Board of Appeals defeats the purposes of the public hearing requirements for these applications. Please include this statement of objection in the public record of each hearing, on behalf of myself and the neighborhoods bordering Flagship Drive. Sincerely, Steven Tryder 386 Chestnut Street North Andover, MA i Visual Summary Report Proposed Monopole Telecommunication Facility FTP- North Andover (MA1219) 125 Flagship Drive North Andover,Massachusetts Prepared For: Florida Tower Partners 1001 3rd Avenue West, Suite 420 Bradenton,FL 34205 Prepared By: ( n f i n i e n g i n e e r i n g 11 Herbert Drive Latham, New York 12110 Infinigy Project#226-056 Site Report Issued: December 9,2010 PROJECT SUMMARY Florida Tower Partners (FTP) is currently proposing the construction of a 140-foot self supporting monopole style Telecommunications Facility to be located at 125 Flagship Drive in North Andover, Massachusetts. Infinigy Engineering PLLC (Infinigy) was retained by FTP, to conduct a public float and subsequent Visual Summary Report for the proposed Site known as FTP -North Andover(MA 1219). The Proposed Project Facility includes the proposed FTP 30' x 87' lease area and associated access road located on a parent parcel of land identified as tax parcel 210/025.0-0080- 0000.00 on the Town of North Andover Tax Maps. The parent parcel consists of approximately ±5.14 acres of land zoned as Industrial. The parent parcel of the Subject Property is located approximately 0.35 miles southwest of the intersection of Willow Street and Route 114, in the Town of North Andover, Essex County, Massachusetts. The Site is located at an elevation of approximately 245 feet above mean sea level (AMSL). STUDY AREA FIELD INVESTIGATION &BALLOON FLOAT On the day of the field investigation, the temperature was approximately 38 degrees Fahrenheit and the skies were generally clear with west northwest wind speeds of approximately 7 - 9 mph. The objective of the proposed scope of work for this Visual Summary Report was to assess the visual and/or aesthetic impacts of the proposed telecommunications facility and allow the public an opportunity to assess the potential visibility of the proposed site. On Saturday, December 4, 2010, Infinigy evaluated the potential visibility of the proposed Site by conducting a field investigation of the Study Area including a balloon float and drive-through reconnaissance survey. The balloon float consisted of fully inflating, raising and maintaining a tethered, 3-foot diameter weather balloon (via a calibrated crane) at the proposed Site identified by FTP to be located at N 42 39' 13.84", W 07106' 40.99" at a height of 140 feet. The balloon was then stabilized while Infinigy personnel drove along public thoroughfares throughout the Study Area to inventory areas of visibility. Infinigy assessed the potential impacts at identified public use areas including highways, roads, vistas, public or semi-public buildings, recreation areas, and any other areas where public use is evident. PHOTOGRAPHIC EVALUATION LOG In an effort to further define and evaluate the visibility of the proposed Site, during the field investigation; Infinigy personnel conducted a drive-through reconnaissance survey throughout the Study Area. Emphasis was placed on residential areas and additional areas that were determined to be potentially sensitive view shed receptors. Photographs were taken from a variety of locations, settings and vantage points to assist in evaluating where the balloon was visible from, including factors such as what portions of the structure will be seen, the distance from the viewing point to the proposed structure, the location and height of intervening vegetation, and for roads, the duration (time and distance) of the view to the traveling public. A photographic log was maintained including locations and distances from the proposed Site. Photographs of the balloon from the locations summarized in the table below were taken with a Canon EOS Rebel XT Digital SLR with 8.0 Megapixel CMOS sensor and a Tamron 18- 200mm f/3.5-6.3 XR Di-II LD A spherical Macro Lens. Research suggests that the lens that most closely represents the unaided human eye is known as normal focal length lens. For a 35mm camera which produces a 24 x 36 mm image, the normal focal length is approximately 50mm. For the purposes of the Visual Resource Evaluation, the optical zoom lens for the Canon EOS Rebel XT Digital SLR with 8.0 Megapixel CMOS sensor and a Tamron 18- 200mm f/3.5-6.3 XR Di-II LD A spherical Macro Lens was set at the 50 mm — 65 mm range for the purposes of most accurately representing the unaided human eye. During the Study Area field investigation, the latitude and longitude of each photograph were recorded using a handheld GPS receiver unit. The geographic coordinate data of each location was then plotted on a Photo Location Map. The photographs that are included in the Photographic Log below were taken with the camera lens set at 55 — 65 mm to reflect the unaided human eye and more accurately depict the visual environment. PHOTOGRAPHIC LOG Photo View Location Coordinates Visible Direction Ph-1 South Subject Property 42-39-16.31 N Partially Visible 0.05 miles 71-06-40.85 W Ph-2 Southeast Commercial entrance 42-39-18.19 N Partially Visible 0.11 miles off of Flagship Drive 71-06-45.5 W Ph -3 SSE Willow Street South 42-39-32.95 N Partially Visible 0.41 miles 71-06-51.03 W Ph -4 Southeast Commercial entrance 42-39-24.52 N Partially Visible 0.29 miles off of Flagship Drive 71-06-27.16 W Ph -5 southwest Commercial entrance 42-39-21.31 N Partially Visible 0.17 miles off of Flagship Drive 71-06-34.35 W Ph -6 WSW Marion Drive 42-39-15.6 N Not Visible 0.21 miles 71-06-26.74 W Ph -7 West Marion Drive 42-39-13.99 N Not Visible 0.21 miles 71-06-26.47 W Ph -8 WSW Marion Drive 42-39-16.82 N Partially Visible 0.27 miles 71-06-22.2 W Ph -9 Southwest Chestnut Street 42-39-31.98 N Partially Visible 0.48 miles 71-06-18.28 W Ph -10 Southwest Chestnut Street 42-39-37.56 N Partially Visible 0.54 miles 71-06-22.02 W Ph-11 Southwest Rosemont Drive 42-39-39.62 N Partially Visible 0.62 miles 71-06-15.52 W Ph-12 Southwest Rosemont Drive 42-39-39.39 N Not Visible 0.63 miles 71-06-14.31 W Ph-13 Southeast Meadowood Road 42-39-38.45 N Not Visible 0.52 miles 71-06-55.78 W Ph-14 Southeast Willow Street South 42-39-29.74 N Partially Visible 0.38 miles and Flagship Drive 71-06-25.68 W intersection Ph-15 SSE Hillside Road 42-39-55.28 N Not Visible 0.83 miles 71-06-53.66 W Ph-16 SSW Flagship Drive 42-39-18.14 N Not Visible 0.09 miles 71-06-38.2 W SSW Ph-17 West Subject Property 42-39-14.11 N Partially Visible 0.02 miles 71-06-39.6 W west PHOTOGRAPHIC SIMULATION METHODOLOGY The proposed Tower is constructed in 3D modeling software according to client specifications which include variables such as tower height and structure, various antennae design layouts and associated ground equipment. Terrain and aerial imagery are imported from public sources. The proposed tower is then located at the appropriate ground location at the latitude and longitude coordinates provided by the client. Cameras are then set up within the modeling software using coordinates provided to match locations of file photography. The "virtual camera" view moves the proposed tower to the appropriate distance and elevation relative to the viewer as well as the approximate view to the left or right. Field Photography is subsequently imported into the modeling software to align the proposed tower with the balloon in the image. This is done to more accurately assess the proposed location, as the modeling software assumes the balloon will be centered in the field of view. The proposed Tower, now accurately constructed as a 3D model within the software, is exported out of the modeling software using the camera shots created with the `virtual camera" set up to match field photo locations. Using 2D graphics software, the field photography and 3D modeling data are combined, removing data that would not be visible due to tree lines or structures (aerial photography is used to determine locations of obstructions relative to tower) and adding light and shadows. CONCLUSIONS Based upon this Visual Summary Report, the Proposed Site does not interfere with or reduce the public's enjoyment and/or appreciation of the appearance of any areas considered to be aesthetic resources. The area surrounding the proposed Site includes densely forested areas of variable topography, a developed commercial/light industrial corridor proximate to proposed Site and residential development including tree-lined roads that aid in concealing the proposed Site from view from many areas. At 140-feet in height the proposed site was partially visible from the transportation corridors proximate to the developed commercial/light industrial areas and only intermittently visible from the residentially developed surrounding area. Therefore, based upon the observations made during the site reconnaissance for the proposed Site, the proposed 140' tower does not appear to have a significant adverse impact on the surrounding area. APPENDICES Appendix A—Site Location Map Appendix B—Photo Location Maps Appendix C—Photographs& Simulations APPENDIX A SITE LOCATION MAP PROJECT NAME: PROJECT No.: CLIENT NAME: SITE LOCATION: Florida • • 125 Flagship Drive FTP-North Andover , 1 ' North ., kk .w4j�,r}, .ti 1 • "R' •� �.j fJ`t• .fit �F �-`"4�! �' • i Ziag- kt A�. ,�;." ... } � • i V0 i x FTP-North Andover 1 'T 4. �'1�-.� `a ���1.' i ° � - a �� - i a+sl `, r,�''i l � ►;w �; i M .a §�!V! T ..!! ! � • � �" � � �,� r P�.�_� iron.' `� 4i' R a�x � .r ,3 ` "► $. x gyp ' 4 4 q i s v. i�.♦4w d•.AK4 .�'v-b.i4� � r-!� +4�� - �y ".•,tS. '�+; ,.1 w. 1 t.. �� d S ,., x ?p�� Yi M y� tih[�i a LL',j3�`�, Iw �� � �,� i• � ��'! i - k � �,y �'7 Y � �L � . 9 , APPENDIX B PHOTO LOCATION MAPS OFF engineering&surveyi1g Latham,New�s York 12110 PHOTO LOCATIONS MAP AndoverCLIENT NAME: SITE LOCATION: PROJECT NAME: PROJECT No.- Florida Tower Partners,LLC 125 Flagship Drive FTP-North North Andover.,MA 40 At s,� s <x+ �. }+1 A* � �! •5 Wra ° 49 Ph�l,lr„ ;h~13 404 tj ? x �r ! r oje•BndDe G � � � _ >�" t 3 r r. qtr iF P h 0 4 - 4 � , — , n'L � `�:..� Wiflvw,St7S �-.. rl'' rr � � ' ,1 ;,�, � Pah 5 •' �' 't ,� ` Alu Ph 2 m`. w rP ice' r. d r_. Ph 16d : ; - ` •RPh 8 Fh 1 Ph 6_1 17, r I Vi > 1 Ph 7 (14. irk` ' 0201 APPENDIX C PHOTOGRAPHS AND SIMULATIONS • 1 1 ' i n f i n 1Latham, i11 Herbert Drive CLIENT NAME: SITE LOCATION: PROJECT NAME: Subject 1 1 Florida Andover 1 Andover, W..'R, K. �^���R'�_a„ .. � fit �C '.�Q j�S,* •�b�;;`�,� - x + 4 410 , i n f i n i g 11 Herbert Drive PHOTOGRAPH 2 e n g i n e e r s n g Latham,New York 12110 Partially Visible CLIENT NAME: SITE LOCATION: PROJECT NAME: PROJECT NO.: Florida Tower Partners,LLC 125 Flagship Drive FTP-North Andover 226-059 North Andover,MA 1 y Y • �..a. .. ,. ..cam-'.2.. . 1 t. ,7' n f 'I n I I Herbert Drive PHOTOGRAPH3 9 e n g i n e e r i n g Latham,New York 12110 Partially Visible CLIENT NAME: SITE LoCATION: 'PRojEcT NAME: PROJEcr No.: Florida Tower Partners,LLC 125 . . FTP-North North Andover,MA r it 8........t., �• . f .�Y. �� y Si y /may � � � .,, v h'. ON I INN *921SB;, - r ����-.•+ .scurf 'Ys S �-�.. .., .., ., �x x x# ,.: -�x :� §+�'��a.;.-, aC��..,., ��.,„> ., �. `*k'aY�i i•^�f `y- �sr' �+w,.' �r '�``�- �`? }�sF�c., '��r"` ,tb Vis:::" :"• ` *r,� vr..�<. v, M "�ii�iS,+w�}�•�. � � 'a f � `z n 1r � Y �,. , ��' •. � k ���t � w.ix.'( � s �'.� � `y"? y „" ter..::'r.�,r....�t.�,�r � =s`�,<._ ;S r � s.. �_.:,�•.�,Y:.,,.Ss� '�-i r _ rwa�s- a::�_.�e.3,- n f n I I I Herbert Drive 1 g Latham,New York 1 CLIENT NAME: SITE LOCATION: �,PRojEcT NAME: PRojEcT No.: Florida Tower Partners,LLC 125 Flagship Drive FTP-North Andover 226-059 North Andover, WKS 13 +P .'A!E'a' � .i � F :.��? - r , AYE• '� � . �!6 !►�� 'al rya �.�a� + '..r p •. � ..s"• �.> ,:3 R �� as �r r�sd:? � ,Rfi-:- ,., •-_ • -a r �„.y'"'y, .c: �`� T r. e 5 c .. a. • • i n f i n i g 1 1 Herbert Drive PHOTOGRAPH 5 e n g i n e e r i n g Latham,New York 12110 Partially Visible CLIENT NAME: SITE LOCATION: PROJECT NAME: PROJECT NO.: Florida Tower Partners,LLC 125 Flagship Drive FTP-North Andover 226-059 North Andover,MA _ �• _ y 4 XWE" Raft f �y sr r R n f i n 'i gHerbert- 1 1 • ' ' 1 Latham• • •New Yrk 1Not Visible CLIENT NAME: SITE LOCATION: 1 I 1 Florida Tower Partners, ► Drive FTP-North •► :226-059 North •• Y�T� a� 't �• < Baa w11'1'{•.{It11� '��AJ+�` f� j� �+ ,�.,� i. �y 1�`�,�yYl..'' •Y , i. 1\!�1 r�4 �►• +as ' - em ,�; lY•: <`~ •y�., /�• �`�1 'G �1 r{Tr�.�1�'j ,; x R.r" .fir'!';'• •,,.,i 1 fllil ` �aifid�4+ Ir'� *,.,• !. q .�, %A d ,. �,�1,�,'} r ;y i 1 �-_�" �rrl+ ` 1' •�$I •',-' ie1 �+sir , q� 1 . �i• - + >• f ��� { �,�Z' . c ���` �. y4\'4��itu���/ .�{I r�J, j � 1� t\�t�;�l '•.,� 1� �" its _ - ,:.�,F�•��1,a 1, '', 4,t{�,+i,�l� 1�\p1t 1�`�" ; (M. ,, rY7+.i� i. + ,;. off r 1 ``""� ! .... 'i♦• �'1J'�1- ��{..i )c� m i � 1 1��!_; til �� i'. • 4s V+R �'�J r� +✓ ,fit� '' :# .'.•" a . n f i n i I I Herbert 1 1 ' York 1Not Visible CLIENT NAME: SITE 1 1 1 I I 1 Florida Tower • Drive FTP-North ••ver 226-059 North •• t4 A r r}! 1�t�:lY w • 1lS �r " 7 9! jl� _? F I Y/f ^c, , r r )•+ !�. ;:�F, '¢L!! Mi f ' �yj.�r}'4' fi; r*,fit p •'`.k . -'•+''' ,:.: t'. 'k�„�r f•.�s� ,iit ��`'� �~ « -: - '-a 9'-�* ! » S. _ +• - " � e 4) .. j r it '•I j��y F r if� �I,� ���1.' � 1°, � r� f.M s ��� a tel« 6 t •} t -� R1 g '. Y•,, *,, RM►fit, 4 '„ a,;, ,.r+ � r ++��� +Y k.*4� 'I'' .� 'r' ••� ._�. t •a. e•� r ys �,.c ,,*. y _ .,�� +�.��,��,J�'k ��y�'�� �Q y�Y v.���:L;y�Jj� F�� �,� ,. �S I f ^• �.,.y� - �:;,r ,., ...:�., r _ F� t • �✓/�Ly- . . *,/!" �'d r� � .!'� t .� •^'1 •r'I` -.S/'eft= � .�j "' rl t w{ µ...c Y!.,rr..- - -i" . 'z i�l. `•�La h� '1 r� . •C iii. _'.-* - �• ► -�•,,,'�"dC. , '"{p�.,r+l ]4�•i ,y1. at"'r ,:`st.° ., ;a. °: ''�'"fl4;r�.:r.'. ,S ,z. ,.,Rte..,,<�T ..w-"•'"Y" 4&+t, it. J�+ CS •A�'* ?,,..:a`#_t w .x�a i n f i n i g I I Herbert Drive PHOTOGRAPH8 e n g i n e e r i n g Latham,New York 12110 Partially Visible CLIENT NAME: !SITE LOCATION: PROJECT NAME: -PROJECT FlagshipFlorida Tower Partners,LLC 125 ' Andover, q a rpti,�Sw ay{"�,ttaa ."t, "' CFs� r 1 d• ` ti `# t:•AP#' 4 :4x$ 4 w-Jr � .��'!y 1 c�1s �'i'f � i � A 1 •f,il l't 5` �, k t=C ti}4 s� ',.\`5 ,'i a� c.. .X;.. .•�' �41 �''' +` dkYt�` % Syria , -� S ss � •' {� ' � rt/�*� "� �►_..r ► 1 t'�l� t a!i •'ft i �t iR e P �,:�;�� r{, t •� �-h:l i 9 r.'. 113t am, ` t , -yam,: o k :Y'• .f < .yam ` ��► \ (... '' ` d*a.1a, n1 , t -s. * ��- R Tar I _I °'Rt, - BAY STATE DESIGN NOISE STUDY To: Zoning Board-of Appeals Town of North Andover 1600 ps.good'Street North Andover, MA 01845-1050 From: Ivan Filev,P.E. Date: December 6, 2010 Subject: North Andover,Massachusetts—T-Mobile Cell Equipment Noise Evaluation Introduction Bay State Design Associates (BSDA) has been retained by T-Mobile to perform a site noise evaluation for proposed T-Mobile cellular equipment. The proposed equipment will be located at 125 Flagship Drive, North Andover, MA. The equipment of concern includes two Ericsson RBS 2106 and one Ericsson RBS 3016 radio equipment cabinet. These are free-standing equipment enclosures with a self-contained environmental control system. During standard operating conditions, the maximum acoustical noise levels of this equipment are created by the air-conditioner compressor and fan which are built into the cabinet and mounted on the inside of the cabinet door. Noise Limit Technical specifications published by Ericsson indicate that the acoustical noise level of a single RBS 2106 radio cabinet is approximately 50 dB(A) at a distance of 3.75 meters (12.2 ft) in front of the cabinet. The acoustical noise level of a single RBS 3106 radio cabinet is approximately 50 dB (A) at a distance of 6.7 meters (22.0 ft) in front of the cabinet. Using published Ericsson equipment acoustical noise data, I have estimated the maximum acoustical noise level at two different locations on the boundary line perimeter: to the closest lot line located 18.29 meters (60 ft) to the West for Map 25 Block 75, WSF Realty Trust, and to the lot line located 59.44 meters (195 ft)to the South for Map 25 Block 82, Flagship,LLC. Assuming all T-Mobile radio cabinets operate simultaneously, the estimated maximum acoustical noise level at each location is 29.7 dB (A)and 12.8 dB (A), respectively. Due to the cabinet orientation, the estimated maximum acoustical noise level is along the Western property line. The maximum acoustical noise level of 29.7 dB (A) at the property line is a worst-case scenario as the prediction model does not take into account any attenuation or reduction due to topography, vegetation or fencing. Bay State Design, Inc. 241 Boston Post Road West Marlborough,MA 01.752 Tel. (508) 229-4100 Fax (508)485-5321 www.BayStateDesign.com I Noise Study December 2, 2010 Calculation at the Property Lines in dB(A) F r,=. Direction North South East Measured t- Measured noise level at 12.2 ft,dB(A)for a single RBS 2106 50 dB(A) 50 dB(A) 50 dB(A) 50 dB(A) Measured noise level at 22 ft,dB(A)for a single RBS 3106 50 dB(A) 50 dB(A) 50 dB(A). 50 dB(A) Total noise level at property line for two RBS 2106's and one 3106 4.6(dB(A) 4.6(dB(A) 4.6 dB(A) 4.6(dB(A) Distance to property lines 240 ft 195 ft 218 ft 60 ft Conclusions Sound pressure levels at the property line will be a maximum of 29.2 dB(A) which is well below the town's Environmental Standards requirement of 50 dB. It is our professional opinion that the cell equipment installation will not produce objectionable noise at the property line given distances from the equipment to the property lines. t of 4 ' ASS g E 61EV e4 tySTRUCTURAL1 p, jce ' • `4:.fir �" !� .. Ivan Filev, P.E. Page 2 1 Noise Study December 2, 2010 Figure l:Noise calculation locations BAY STATE D E S I G N SPL Prediction Location ® Equipment Location NOISE CONTROL Property Line Site:4BNO339F 1 FLAGSHIP DR--� ___--_---__— xx �� 1 EXISTING I CURB(TYP.)j I �-LOCATON OF EXISTING ROPEW LINE EXISTING i i BUILDING I PRQ°OSED FLORIDA TOMER PARM£RS I I 1Z'NIDE DRAWL ACCESS Z97 Z7AND I UlIL17Y EASEMENT(EXACT LOCARON , TO BE DETERMINED) I T PROPOSED!ID'FCORlDA I I Z6 TOMER PARMERS MgVCW��IXC (DESIGN BY OMfRS)O EXISTING G iRANSFORNEP PAD ® I � \ FENCED AAEA r I I EXISTING –1 Z PARi(ING LOT I o I OPROPOSED FLOPlOATOW'-O' o \--EXISTING SHED PARMERS JO'-O'xBY-O'{fNCfV p O Z7 COMPOUND AND LEASE AREA 1 n �­XISTING LIGHT / 1 % POLE(TYP.) I ON \ T OVERALL SITE PLAN ® X� SCALE GRAPHIC SCALE 100' 0 100' Page 3 Noise Study December 2,2010 I,Ivan Filev, being first duly sworn on oath,state that I am the same Ivan Filev identified in the testimony being filed with this Affidavit,that I have caused the testimony to be prepared and am familiar with its contents,and that the testimony is true and correct to the best of my knowledge and belief as of the date of this Affidavit. On this 6 day of December ,2010, before me, the undersigned notary public, personally appeared Ivan Filev who proved to me through satisfactory evidence of identification,which was/were Massachusetts Driver's License ,to be the person whose name is Ivan Filev signed on the preceding document in my presence. (official signature and seal of notary) My com 'sSion expires: 12/23/16 SHIALEY A. BLANCHARD Notary Public COMMONWEALTH Of MASSACHUSETTS My Commission Expires December 23,2016 i : i i Page 4 e o n oNew York Office nII 11 erbert Drive Latham,NY 12110 e n g i n e e r i n g Phone:(518)690-0790 Fax:(518)690-0793 www.infinigy.com December 9, 2010 Mr. Roger Laperna Florida Tower Partners 1001 3`d Avenue West, Suite 420 Bradenton,FL 34205 Subject: FTP-North Andover MA 1219 125 Flagship Drive,North Andover,MA 01845 Proposed 140' Monopole Telecommunications Tower Dear Mr. Laperna: By way of this letter,I,Michael B. Tucker, P.E. of Infmigy Engineering,PLLC hereby certify that the proposed FTP-North Andover MA1219 140-foot monopole telecommunications tower will be engineered so as to have a maximum tower fall radius of 62.0 feet. In my professional opinion, the proposed monopole telecommunications facility can be engineered structurally so that,in the unlikely event that the proposed monopole telecommunications tower falls,all component sections of the tower will fold upon itself so that it lands within the fall zone referenced within this letter. Should you have any questions, comments or concerns regarding this issue,please feel free to contact me at 518-690-0790 at your convenience. Sincerely, M OF A#A q NIC VEL B. WCKE.4 ichael B. Tucker,P.E. r0 CML ti No.39545 Infinigy Engineering �i}eALE%d'° Georgia Office:2255 Sewell Mill Road,Suite 130,Marietta, GA 30062 Phone:678-444-4463 Fax:678-444-4472 MATERIAL INVA Al-UATIONS, INC. November 2, 2010 Town of North Andover 120 Main Street !North Andover, MA 01$45 Re:Wireless Communication Facility 125 Flagship Drive, North Andover, MA To Whom It May Concern: Material Installations, Inc_ is abutting property to the proposed wireless tower located at 125 Flagship Drive. We have spoken to applicants and reviewed the plans and we have no objection to the proposal Material Installations, Inc. 11 Bayfield Drive North Andover, MA 01845 Sincerely, Michael J. Farrow CCE0 > ew ', r,:. � �l l^-;3 (E`er - 68 '6 Optimizer®Panel Dual Polarized Antenna equipped with ACU motor This variable tilt antenna provides exceptional suppression of all upper sidelobes at all downtilt angles. It also features null fill and a wide downtilt range with optional remote tilt. ��� This antenna is optimized for performance across , the entire AWS frequency band (1710-2170 MHz). ` < , The antenna comes pre-connected with the antenna control unit(ACU). r� i ' C E Ji m # 0 • I 'a 1 o , 0 v N N N itl i9 a ,. O N � I a t c �pp t> G O � I RFS The Clear Choice TM APXV18-206516S-C-ACU Print Date: 07.08.2006 a Please visit us on the internet at http://www.rfswodd.com Radio Frequency Systems 1. Optimizer@ Panel Dual Polarized Antenna equipped with ACU motor '+f � T 3,. P ..,�,"b� .gl,• �SY A� v 1 r 5,. A 1 �'. -Variable electrical downtilt-provides enhanced precision in controlling intercell interference.The tilt is infield adjustable 0-10 deg. - High Suppression of all Upper Sidelobes (Typically<-20dB). -Includes Null fill of the 1st and 2nd lower Nulls. -Gain difference between UL and DL <1dB. -Azimuth horizontal beamwidth difference<7deg between UL and DL (1710-1755&2110-2155). - Dual polarization; Broadband design. - Low profile for low visual impact. Frequency Band 3G/UMTS Horizontal Pattern Directional Antenna Type Panel Dual Polarized Electrical Down Tilt Option Variable Gain, dBi (dBd) 118 (15.9)±0.5 Frequency Range, MHz 1710-2170 Connector Type (2)7-16 DIN Female i m Connector Location Bottom di Mount Type Downtilt a Electrical Downtilt, deg 0-10 i Horizontal Beamwidth,deg 65±5(68 average across band) � o Mounting Hardware APM40-2 g Rated Wind Speed, km/h (mph) 160 (100) `g VSWR < 1.4:1 0 T Vertical Beamwidth, deg 5.8 to 7.7 across band N 1st Null Fill, dB <25 (Typ) Va Upper Sidelobe Suppression, dB >18 all (Typically>20) ro Polarization Dual pol +/-45° Front-To-Back Ratio, dB >28 T Maximum Power Input,W 300 E Isolation between Ports, dB >30 Lightning protection Direct Ground 3rd Order IMP @ 2 x 43 dBm, dBc > 150 (155 Typical) �3 6 O RFS The Clear Choice TM APXV18-206516S-C-ACU Print Date: 07.08.2006 < Please visit us on the internet at http://www.rfsworld.com Radio Frequency Systems I i i I Optimizer®Panel Dual Polarized Antenna equipped with ACU motor 7th Order IMP @ 2x46 dBm, dBc. > 170 Overall Length, m (ft) 1.34 (4.39) Dimensions- HxWxD, mm (in) 1349 x 175 x 80 (53.0 x 6.8 x 3.15) Radiating Element Material Brass Radome Material Fiberglass Reflector Material Aluminum Max Wind Loading Area, m2(ft2) 0.31 (3.3) Survival Wind Speed, km/h (mph) 200 (125) Maximum Thrust @ Rated Wind, N (Ibf) 380 (185) Front Thrust @ Rated Wind, N (Ibf) 380 (185) Shipping Weight, kg (lb) 14.3 (31.3) Packing Dimensions, HxWxD, mm (in) 1520 x 260 x 200 (59.8 x 10.2 x 7.8) Packing Dimensions- HxWxD, m (ft) 1.5 x .26 x .20 (4.9 x 0.85 x 0.65) Weight w/o Mtg Hardware, kg (lb) 8.5 (18.7) I Weight w/Mtg Hardware, kg (Ib) 11.3 (24.9) � i i i 1 This data is provisional and subject to change. I I. m 9 O N I I � I _4 �p I U i O i U ,O M N t t N i a C m N 4 m L C_ �r m 1. C j t9 I C C 6 O RFS The Clear Choice TM APXV18-206516S-C-ACU Print Date:.07.08.2006 a Please visit us on the internet at http://www.rfsworld.com Radio Frequency Systems I I I Optimizer®Panel Dual Polarized Antenna equipped with ACU motor I Vertical Pattern (This is a general representation of the antenna family pattern. For the latest detailed pattern contact Applications Engineering. You may also download the CELplot(TM)pattern reader and antenna pattern data fieldsfromour website.) 4 CO \ •71J i 9 \ r 1 I jl I f t f 0 0 m E m c 0 c II 0 i a i 3 w CO ro v c O m m L3. m c 'C5 c c O O RFS The Clear Choice TM APXV18-206516S-C-ACU Print Date: 07.08.2006 a Please visit us on the internet at http://www.rfsworld.com Radio Frequency Systems i I i r i i Optimizer® equipped Panel Dual Polarized Antennae ui ed with ACU motor j i Horizontal Pattern I (This is a general representation of the antenna family pattern. For the latest detailed pattern contact Applications Engineering. i You may also download the CELplot(TM)pattern reader and antenna pattern data fields from our website.) - 12-0— _ 60 S 30 I 5 sR A 0 '2D - -10 3 0 j re X30 d I r � m -90 0 a m r 4 C o o I N i N N L ' N I. m ' t N m I Q 6� C_ b _Cpp •61 i L O � i I C a RFS The Clear Choice TM APXV18-206516S-C-ACU Print Date: 07.08.2006 I Please visit us on the internet at http://www.rfsworld.com Radio Frequency Systems 1 0 tlm izerO Panel Dual Polarized ed Antennaequipped with 2 ACU m , otors,y x .;. Gathering two X-Polarized antennas in a single radome this pair of variable tilt antenna provides exceptional suppression of all upper sidelobes at all Em downtilt angles. It also features a wide downtilt x range with optional remote tilt. This antenna is optimized for performance across ' the entire AWS frequency band (1710-2170 MHz). The antenna comes pre-connected with the antenna control unit(ACU). f i i i i I -777 ' : _ ?,' 1 •Variable electrical downtilt-provides enhanced precision in controlling intercell 'm interference.The tilt is infield adjustable 0-10 deg. I 0 •High Suppression of all Upper Sidelobes (Typically<-20dB). m E •Gain difference between UL and DL<1dB. Zi •Two X-Polarised panels in a single radome. •Azimuth horizontal beamwidth difference<7deg between UL and DL-(1710-1755 &2110-2155). 8 • Low profile for low visual impact. a • Dual polarization; Broadband design. 1 N x. .. f m Frequency Band 3G/UMTS i. Horizontal Pattern Directional L Antenna Type Panel Dual Polarized Electrical Down Tilt Option Variable m w Gain, dBi (dBd) 18.0(16.0)Avg. across band 8 Frequency Range, MHz 1710-2170 0 s RFS The Clear Choice TM APX16DWV-16DWV-S-E-ACU Print Date: 07.08.2006 a Please visit us on the internet at http://www.rfsworld.com Radio Frequency Systems Optimizer® Panel Dual Polarized Antenna equipped with (2)ACU motors Connector Type (4)7-16 DIN Female Connector Location Bottom Mount Type Downtilt Kit w/Scissor Kit Electrical Downtilt, deg 0-10 , 0-10 Horizontal Beamwidth, deg 65±5 (65.9 average across band) Mounting Hardware APM40-2 +APM40-E2 Rated Wind Speed, km/h (mph) 160 (100) VSWR < 1.4:1 Vertical Beamwidth, deg 5.8 to 7.8 across band 1st Upper Sidelobe Suppression, dB > 18 (typically>20) Upper Sidelobe Suppression, dB > 18 all (typically>20) I Polarization Dual pol +/-45° Front-To-Back Ratio, dB >28 Maximum Power Input, W 300 Isolation between Ports, dB > 30 Lightning protection Direct Ground 3rd Order IMP @ 2 x 43 dBm, dBc > 150 (155 Typical) Overall Length, m (ft) 1.35 (4.42) Dimensions- HxWxD, mm (in) 1349 x 330 x 80 (53 x 13 x 3.15) Radiating Element Material Brass Radome Material Fiberglass Reflector Material Aluminum m Max Wind Loading Area, m2(ftz) 0.64 (6.6) Survival Wind Speed, km/h (mph) 200 (125) Q Maximum Thrust @ Rated Wind, N (lbf) 787 (177) a 9 Front Thrust @ Rated Wind, N (lbf) 787 (177) Shipping Weight, kg (lb) 24.1 (52.7) j o � Packing Dimensions, HxWxD, mm (in) 1550 x 420 x 210 (61 x 16.5 x 8.3) i H Weight w/o Mtg Hardware, kg (lb) 18.0 (39.6) I I r This data is provisional and subject to change. CL Y c 9 G c C 6 B • d RFS The Clear Choice TM APX16DWV-16DWV-S-E-ACU Print Date: 07.08.2006 << Please visit us on the internet at http://www.rfsworld.com Radio Frequency Systems i O timizer®Panel Dual Polarized Antennae PP with 2 ACequipped U motors i P q � ) Vertical Pattern (This is a general representation of the antenna family pattern. For the latest detailed pattern contact Applications Engineering. You may also download the CELplol(TM)pattern reader and antenna pattern data fields from our website.) 90 t 15 Ei _ t .T 'ty t G } 5 r 4 _ 'TI '1s 1 i 1 h.._.., _.... ' r m :$0 i o O I ro c I O c cc 0 U N I N I cc U C CO N Q Q� L C 'Yl m 1 C C C O i I i RFS The Clear Choice TM APX16DWV-16DWV-S-E-ACU Print Date: 07.08.2006 Please visit us on the internet at http://www.rfsworld.com Radio Frequency Systems i f I .r t Optimizer®Panel Dual Polarized Antenna equipped with (2) ACU motors Horizontal Pattern (This is a general representation of the antenna family pattern. For the latest detailed pattern contact Applications Engineering. You may also download the CELplot(TM)pattern reader and antenna pattern data fields from our website.) 90 120 60 r 30 r 5 1 f � 1 10- �t d /-30 it O m C O I b I UO j d N � N N b C � N m CL @5 L C_ 41 C C C O t= O RFS The Clear Choice T^^ APX16DWV-16DWV-S-E-ACU Print Date: 07.08.2006 Please visit us on the internet at http://www.rfsworld.com Radio Frequency Systems 1 DOUBLE TMA 17/21 , PREMIUM 3GPP/AISG compatible with RET interface w 3101 i t7x N� r � 2IN NO, y: your,. 4 k, f \ t Improving a radio uplink by using tower mounted it can be,controlled and supervised from the"Antenna amplifiers is perceived as a key method of optimiz- System&TMA Control Module",AST-CM,via the RF ing radio networks.By ensuring maximum coverage feeder. including in-door penetration,a TMA supports the 3GPP/AISG design of cost-efficient networks and extended talk- TMA communication is based on the 3GPP/AISG protocol time handsets, low dropped call rates and high traffic standard and has a RET port for controlling antenna RET billing. units.The communication port allows multiple RETs or TMA design Antenna Line Devices to be supervised and controlled via This Double Premium TMA for 17/2100 MHz has 12dB the TMA. gain and is 3GPP/AISG 2.0 compatible,with a RET Future-proof interface. It has superior RF performance,small size The Double TMA 17/21 Premium is designed for co-exis- and low weight. There is a corresponding TMA ver- tence with future complementary,mast-mounted devices. sion called ASC that has a higher gain and a VSWR measuring coupler. Excellent reliability System integration As the world's largest supplier of TMAs,Ericsson has a The Double TMA 17/2100 is a part of Ericsson's TMA well-proven track record of reliable TMA designs.Reliabil- family.Power,control and supervision are provided by ity enhancing features include dual LNAs,weatherproof the RBS 3000. If sold to other RBS brand installations, design, integrated alarm and lightning protection. ERICSSON f� Features • Specified and verified as an integrated system -x, solution for Ericsson RBSs lx� • Possible to power both TMAs from one feeder,or from both feeders -x 1X_ • High power capacity .� acpaanlsc= ' x. • Automatic LNA by-pass function 7 1 • Built in lightning protection • Excellent RF performance a ,h' • Connectors"in line" o��\ • Distance between connectors simplifies sealing work T • A range of accessories for flexible site configurations , I86 mm(3.4 m) o 195,0 m - o , I 7 7 i i s- a a ® • e - 11 ®! I Product name Product number Double TMA 17/21,Premium KRY 112 144/1 3GPP/ASIG compatible with RET interface (iacJto pe_rf nance ; 'Ba dwidtF i x r a- 45 MHz 3 - Receiuttig 'A§816'6 h& a� 1711) 1755 MHz` j Trahsmtttg pass band 21, 0 2155 MHz RX'Galn '> 1211 d6 Input IP3a 16 darn" § ItN3at antenna pott2x43dBM) 2g dgrn Noise figure mtdbntl , 1 ©dB ATX max Input power(Max Psak) X57 dBm TX eturn lass � ` 22 dB w Electrical specifications Input power: +12 32 VDC Power consumption: <4.5 W a a, ,, 11�echafildi I�spec ca I" .; Dimensio s{W x H z D)!% 3: 455 x'176 x 7��mrn - � � �� Height e 5'k g Rconnectors r Gro ntl connectors MWP 7M86 DIN female 1 f1ClAlaFm SuRT perimposed on the R_F signal �RT corignectors 'A Polear wall mounting Din eon IEC 60130 9d 3 0 female Environmental specifications Temperature range,full performance: -40'C-+55'C MTBF: 80 years j Sealing: IP67 Lightning protection: IEC 62305-1,IEC 61000-6 Safety approval: International:CB certified,IEC 60 529 Europe:EN 60 529 North America:NRTL,NEMA 3R Safety standard: UL 60950-1,IEC 60950-1 Typical values o m { Im ro I a Ericsson AB 36/287 01-FGC 101 764,rev A n 1 www.ericsson.com ©Ericsson AB,2008 f I I t i- ie R_BS The GSM Macro Outdoor Base Station r � 02 K Z z tee--a } 1 _ �G r P Y n"' lm .: y ^y r I RBS 2106 is a high capacity,compact outdoor macro Part of the grow-on-site concept radio base station supporting up to twelve transceivers per Since it is becoming increasingly difficult to find new cabinet.It is possible to bui ld one,two and three sector base station sites,it is of great interest to remain on the configurations including dual band configurations in one existing sites as long as possible.Site space.is often a cabinet. limiting factor for capacity growth.The powerful RBS Being the latest member in the RBS 2000 Family,RBS 2106,included in Ericsson's grow-on-site toolbox, 2106 is to date the most powerful outdoor RBS in the addresses this problem.On many sites,two or more world.Keeping the successful characteristics of the existing existing-cabinets can be replaced by one RBS 2106. RBS 2000 portfolio and improving functionality as well as This is of major importance,since it makes it possible operation and maintenance makes the RBS 2106 a very to reuse the space to rollout WCDMA equipment.The cost-effective solution for growing GSM operators. RBS 2106 will pave the way for WCDNIA. I The RBS 2000 family supports a wide range of applica- Also interesting for new locations,the RBS 2106 offers tions ranging from extreme coverage to extreme capacity. a complete solution in stand-alone cabinet which Being a RBS 2000 member guaran tees coexistence with the rapidly can be implemented outdoors.All the units to l installed base of RBS 200 and RBS 2000 products. run the RBS are included in this single cabinet,there is Ericsson's synchronization based BSS features ensure that no need for an extra product. transceivers from different generations of radio base stations can easily form common cells.Operators can therefore bridge the past with the future.By making existing sites futureproof,investments are protected while migrating to I 3G. I E ICSS W j ' I a 1j Y Doubled capacity-superior performance Apowerful Discribution 5wicchUnit(DXU)-and fast: -same footprint internal buses guarantee full EDGE support.With the The 12-transceiver RBS 2106 cabinet has the same optional BSS feature RBS 2000 synchronization,it is footprint as RBS 2102,but has doubled the capacity, possible to have up to 32 transceivers in one cell.With the thanks to the new double-capacity transceivers and optional BSS feature RBS 200 and RBS 2000 in the same combiners.The RBS 2106 has better output power cell,it is possible to expand an existing RBS 200 cell with than the current RBS 2000 produces,which are the best on RBS 2106,and thereby introduce EDGE through plug-in the marker today.The improved radio performance means units. increased site-to site distance,and therefore,fewer sites- Another example of cost saving feature is 121 km Key features Extended Range.The RBS 2106 comes with a configure- •Six double transceiver torics(dTRU);chat is, cion switch unit,the CXU,and two excrernely flexible 12 transceivers . combiners.Examples ofconfiguracionssupported by the 'Filter and hybrid combining orie iwo,or three sectors in Filter Combiner(CDU4)are 3x4,2x6, 1x12 and dualone cabinet band 8+4 in one cabinet.CDU-F supports up to 12 •Excellent RF performance transceivers on one dual-polarized antenna.The ocher •Synthesized and baseband frequency hopping combiner(CDU-G)can be configured in two modes: •Supports 12-transceiver.EDGE on all timeslots t capacity mode and coverage mode,making it very flexible. 'Supports GSM 300,900, 1300 and 1900 ylHz In coverage mode,the output poweefrom the CDU-G is •Extended Range 121 km increased,making is perfect for rural sites orwhen fast •Duplexer and TNIA support for all configurations rollout is required at a minimum cost- •Four transmission ports supporring up to 8 t\,Ibir!s •Optional built-in transmission equipment transmission Prepared for the future •Prepared for GPS assisted positioning services The RBS 2000 family is prepared for GSVldara servicesi. 'Internal or external battery backup including General Packet Radio Service(GPRS)'-and •Sirnple co-siring with WCDivIA equipment High Speed Circuit Switched Data(HSCSD)includinn 'Supports most common power systems •Hardware independent of transmission interface 14.4 kbits cimeslots.To meet the operators'need for faster" ; datacom solutions,RBS 2106 supports EDGE. •Prepared for outdoor environment (wide range of temperatures/humidity) ji Technical specification for RBS 2106 Frequency band: GSM 800,E-GSM 900,P-GSM 900,GSM 1300,GS&I 1900 Tx: 869-894, 925-960, 1805-1880, 1930-1990 blHz Rx: 824-849, 880-915,1710-1785, 1850-1910 MHz Number of transceivers(per cabinet): 2-12 i til umber of sectors: 1-3 Transmission interface: 1,5 Mbic/s(T1),2 Mbit/s(E1),75, 100,120 Ohm Dimension(H x W x D): 16 t!x 1300 x 940 mm(63112 x 511!5 x 37 in.) including installation frame Weight without batteries: 560 kg(1235 lbs.) Power into antenna feeder: 33 W/45.2 dBm(GSM 300/GSM 900) 25 W/44.0 dBm(GSM 1800/GSNf 1900) � With TCC activated,add 2.5 dBm to above values Receiver sensitivity: -110,5 dBm(dynamic,without TNIA and diversity gain) Powersupply: 200-250V AC, 50/60 Hz Integrated battery backup: 30,90 or 130 minutes when TM space is used External battery backup: Up to 6 hours(optional) Operating temperature: -33°C—+40°C(-27°F—+ 104*F)Eco cooling -33°C—+45°C(-27°F—+ 113°F)Combo cooling Weatherproofing: Min level fP55 according to[EC/EN 60529 Min level 3 R according to UL 50 and CSA C22.2 No.94 Tcleforracricbotaget LX Ericsson SE-126 25 Scotkholm Sweden Telephone .46 S 7i9 0000 Fax .46 8 18 4o 85 AE/LZT 123 6193 R2 www,ericsson.com ©TeleFonakciebolager LM Ericsson 2003 i I r i, I �f RBS 3106 WCDMA Macro Outdoor Base Station 4s�sffl � sql, � gg {{al } A 'gyp{ MIT "sl A 3 w„ Y k � F 3 [ (. p $ 4Goal+ F 4 � ��gy '� ✓z _ amour '-. ����� ,i S p. The RBS 3106 is a mega capacity outdoor base The climate control function of the RBS 3106 is station for WCDMA based on the new and flexible enclosed forced convection.The integrated Design Base R3 units. It is scalable and supports climate unit is based on an air-to-air heat from 1 to 6 sectors and from 1 to 4 carriers per exchanger, dimensioned to handle high ambient sector. Dual band configurations in one cabinet temperatures. It has a low power consumption, are also supported. There is high flexibility in which helps keeping the cooling capacity intact terms of Radio Power Classes, including 20, 30, when operating on batteries. { 40, 60, 80 and 120W per cell-carrier. Auxiliary transmission a ui ment can be mounted q P ; The RBS 3106 cabinet is the same as the GSM into the 19" rack inside the RBS 3106 and for RBS 2106 and has the same footprint as the sites with extra requirements on silent operation WCDMA RBS 3101. there are sound hoods available. The RBS is AC powered using 1, 2 or 3-phase AC Member of the RBS 3000 family I and supports both 50 Hz and 60 Hz systems. The RBS 3000 family provides products for in- and outdoor installations in both single and Battery Backup can be housed in the cabinet multiple sector configurations and in both itself or in an optional battery base frame (BBU integrated and distributed building practises. All I 9500)or in an external battery backup cabinet. current RBS 3000 products are based on the new and flexible Design Base R3 units which establish A generic base frame is available providing 250 a flexible base for future development of RBS's i mm access height under the RBS for cabling. supporting macro, micro and pico cell radio networks. I ERICSSON Key features Co-existence with GSM The RBS 3106 is designed for scalability and The RBS 3000 portfolio is designed for co- thereby easy to expand and upgrade. Adding existence with any GSM RBS. The operator can sectors, carriers or channel capacity is just a reduce the introduction cost for WCDMA by matter of adding extra boards. The RBS can be making use of already installed site equipment configured for HW redundancy not only in the like antenna towers, cooling and transmission radio and channel parts but also in the central facilities. Good and efficient GSM/WCDMA co- control and transmission parts as well. siting is facilitated by: • Pooling of resources, allowing baseband • Use of existing antenna system or the option of resources to be dynamically allocated where adding the WCDMA system without getting needed,to a specific user, carrier or sector. more antennas. • Remotely configurable HW and SW • Use of already present transmission lines of • Embedded management. Each RBS and Radio GSM(RBS to BSC)for the WCDMA base Network Controller(RNC) is equipped with station(RBS to RNC). software to perform all management tasks • The same cabinet footprint, installation material related to the node itself. androcedures as RBS 200 p 0. i • Online documentation offers documentation • Design using identical environmental integrated into the applications,with easy specifications for EMC,temperature, humidity, access through a thin client and a fast search vandal resistance, etc.as for RBS 2000. engine. • Similar operation and maintenance procedures • A variety of transmission types are available, for site engineers as well as for O&M Centre from 1.5 Mbit/s up to 155 Mbit/s. staff. I Technical specifications for RBS 3106 Frequency band: WCDMA 2100 WCDMA 1900 WCDMA 850 Receiver(MHz): 1920-1980 1850-1910 824-849 MHz i Transmitter(MHz): 2110-2170 1930-1990 869-894 MHz Channel bandwidth(MHz): 5 5 5 Duplex Separation(MHz): 190 80 45 Supported configurations I ' Number of cell-carriers per cabinet: 1-12(e.g.a 3x4 configuration in one cabinet) Output power per cell carrier: 20,30,40 and 60W(80 and 120W with Tx-diversity) Battery backup(internal): up to 200 Ah(0.5-4h) I Cabinet dimensions I Width: 1300 mm Depth including door and roof top: 926 mm Height including installation frame: 1630 mm The generic base frame adds 250 mm to the height,while the optional battery base frame adds 500 mm,with unchanged footprint. Weight Fully equipped cabinet: max 850 kg(3x4 configuration,200 Ah battery) i Power Consumption Typical average 3x1 20W: 1.4 kW i Normal Operating Conditions Temperature: -33'C to+45°C Relative humidity: 15%to 100% External Interface Power supply: 200-250 VAC(1 phase), 100-433 VAC(2-3 phase) Transport Network connections: E1/J1/T1, E3/J3/T3,STM-1 and Ethernet Ericsson AB 287 01 -FGC 101 647 rev A SE-164 80 Stockholm ©Ericsson AB,2005 it r RID" S 2106 The GSM Macro Outdoor Base Station f � ; x y _ >j R,Z M it r I z: _WWWWR RBS 2106 is a high capacity,compact outdoor macro Pari of the grown-on-site concept f radio base station supporting up to twelve transceivers per Since it is becoming increasingly difficult co find new cabinet.It is possible to build one,two and three sector base srarion sites,it is of great inceresr to remain on the configurations including dual band configurations in one existing sites as long as possible.Site space is often a cabinet. limiting factor for capacity growth.The powerful RBS' ` Being the latest member in the RBS 2000 family,RBS 2106,included in Ericsson's grow-on-sire toolbox, i 2106 is to date the most powerful outdoor RBS in the addresses this problem.On many sites,two or more I world.Keeping the successful characteristics of the existing existing-cabinets can be replaced by one RBS 2106. RBS 2000 portfolio and improving functionality as well as This is of major importance,since it makes it possible operation and maintenance makes the RBS 2106 a very to reuse the space to rollout WCDMA equipment.The cost-effective solution for growing GSM operators. RBS 2106 wi I l pave the way for WCDMA. The RBS 2000 family supports a wide range of applica- Also interesting for new locations,the RBS 2106 offers tions ranging from extreme coverage to extreme capacity. a complete solution in stand-alone cabinet which Being a RBS 2000 member guarantees coexistence with the rapidly can be implemented outdoors.All the units to installed base of RBS 200 and RBS 2000 products. run the RBS are included in this single cabinet,there is Ericsson's synchronization based BSS features ensure that no need for an extra product. transceivers from different generations of radio base stations can easily form common cells.Operators can therefore bridge the past with the future.By making existing sites futureproof,investments are protected while migrating to 3G. ERIC I f N I r Doubled capacity-superior performance Apowerful Distribuc ion Switch Unit(DXU)andfast -same footprint internal buses guarantee frill EDGE Support.With the The 12-transceiver RBS 2106 cabinet has the same optional BSS feature RBS 2000 synchronization,it is footprint as RBS 2102,but has doubled the capacity, possible to have tip to 32 transceivers in one cell.With the thanks to the new double-rapacity transceivers and optional BSS feature RBS 200 and RBS 2000 in the same combiners.The RBS 2106 has better output power cell,it is possible to expand an existing RBS 200 cell with thanthe current RBS 2000 products,which are the best on RBS 2106,and thereby introduce EDGE through plug-in the marker today.The improved radio performance means units. increased site-to-site distance,and therefore,fewer sites- Another example of a cost saving feature is 121 km Key features Extended Range,The RBS 2106 comes with a configura- •Six double transceiver units(dTRU);that is, cion switch unit,the CXU,and two extremely flexible 12 transceivers combiners.Examples of configurations supported by the °Filter and hybrid combining one;two,or three sectors in Filter Combiner(CDU-.F)are 3x4,2x6, I x12 and dualone cabinet band 8+=1 in one cabinet.CDU-F supports up to 12 •Excellent RF performance transceivers on one dual-polarized antenna.The other 'Synthesized and baseband Frequency hopping combiner(CDU-G)can be configured in cwo modes: •Support's 12 transceiver.EDGE on all timeslocs capacity mode and coverage mode,making it very flexible. 'Supports GSM 800,900, 1300 and 1900 MHz j In coverage mode,the output powerfrom the CDU-G is 'Extended Range 121 km increased,making it perfect for rural sites or when fast •Duplexer and TcMA Support for all configurations rollout is required ata minimum cos[. 'Four transmission ports supporting up to 8'Nfbir/s •Optional p built-m transmission equipment transmission � Prepared for the future •Prepared for GPS assisred positioning services i The RBS 2000 family is prepared for GS&f data services',. 'Internal or external battery backup i i including General Packer Radio Service(GPRS)'and •Simple co-siting with WCDi41A equipment i High Speed Circuit Switched Data(HSCSD)including 'Supports most common power systems t4.4 kbit/s rimeslots.To meet the operators'need for faster •Hardware independent of cransmissioa interface datacom solutions,RBS 2106 supports EDGE. •Prepared for outdoor environment (wide range of temperatures/humidity) I Technical specification for RBS 2100 Frequency band: G&VI 400,E-GSM 900,P-GSM 900,GSb(1800,GSNI 1900 i Tx: 869-894, 925-960, 1305-1830, 193(1-1990 tblHz f Rx: 824-849, 880-915,1710-1785, 1850-1910 t4IHz Number ofcransceivers(per cabinet): 2-12 I Number of sectors: 1_3 Transmission interface: 1_5 Mbic/s(Tl),2 Mbit/s(EI),75, 100,120 Ohm Dimension(H x W x D): 16 E4 x 1300 x 940 mm(631/2 x 511/5 x 37 in.) including installation fame Weight without batteries: 560 kg(12 35 lbs.) Power into antenna feecler. 33 W/45.2 dBm(GS?YI 800/GSM 900) j 25 W/44.0 dBm(GSivf 1800/GSM 1900) a. With TCC activated,add 2.5 dBm to above values Receiver sensitivity: -110,5 dBm(dynamic,without TMA and diversity gain) Powersupply: 200-25OV AC, 50/60 Hz Integrated battery backup: 30,90 or 130 minutes when TM space is used External battery backup: Up to 6 hours(optional) Operating temperature: -33'C—+40'C(-27°F—+ 104°F)Eco cooling (. -33°C—+45'C(-27'F—+ 113°F)Combo cooling I Weatherproofing: Min level 1P55 according to lEC/EN 60529 i Min level 3 ft according to UL 50 and CSA C22.2 No.94 Telefonakricbo(agct LiYi Ericsson SE-126 25 Scockhu(m Sweden Telephone .46 8 7 i 9 0000 Fax .46 8 Is-Io 85 AE/LZT 123 6493 R2 www,ericsson.c°m JTeleFonaktiebolaget LM Ericsson 2003 l ' f r RBS 3106 WCDMA Macro Outdoor Base Station i' Aid 1 1' Tq:�� 3 V` Pd R A The RBS 3106 is a mega capacity outdoor base The climate control function of the RBS 3106 is station for WCDMA based on the new and flexible enclosed forced convection.The integrated Design Base R3 units. It is scalable and supports climate unit is bas air-to-air r� e��n an air t• air heat from 1 to 6 sectors and from 1 to 4 carriers per exchanger,dimensioned to handle high ambient sector. Dual band configurations in one cabinet temperatures. It has a low power consumption, are also supported. There is high flexibility in which helps keeping the cooling capacity intact terms of Radio Power Classes, including 20, 30, when operating on batteries. 40,60, 80 and 120W per cell-carrier. Auxiliary transmission equipment can be mounted The RBS 3106 cabinet is the same as the GSM into the 19" rack inside the RBS 3106 and for RBS 2106 and has the same footprint as the sites with extra requirements on silent operation WCDMA RBS 3101. there are sound hoods available. The RBS is AC powered using 1, 2 or 3-phase AC Member of the RBS 3000 family and supports both 50 Hz and 60 Hz systems. The RBS 3000 family provides products for in- and outdoor installations in both single and Battery Backup can be housed in the cabinet multiple sector configurations and in both itself or in an optional battery base frame (BBU integrated and distributed building practises. All 9500)or in an external battery backup cabinet. current RBS 3000 products are based on the new and flexible Design Base R3 units which establish A generic base frame is available providing 250 a flexible base for future development of RBS's mm access height under the RBS for cabling. supporting macro, micro and pico cell radio networks. � I Key features Co-existence with GSM The RBS 3106 is designed for scalability and The RBS 3000 portfolio is designed for co- thereby easy to expand and upgrade. Adding existence with any GSM RBS. The operator can sectors, carriers or channel capacity is just a reduce the introduction cost for WCDMA by matter of adding extra boards. The RBS can be making use of already installed site equipment configured for HW redundancy not only in the like antenna towers, cooling and transmission radio and channel parts but also in the central facilities. Good and efficient GSM/WCDMA co- control and transmission parts as well. siting is facilitated by: • Pooling of resources, allowing baseband • Use of existing antenna system or the option of 'y resources to be dynamically allocated where adding the WCDMA system without getting needed,to a specific user, carrier.or sector. more antennas. • Remotely configurable HW and SW • Use of already present transmission lines of • Embedded management. Each RBS and Radio GSM (RBS to BSC)for the WCDMA base Network Controller(RNC)is equipped with station(RBS to RNC). i software to perform all management tasks • The same cabinet footprint, installation material related to the node itself. and procedures as RBS 2000. • Online documentation offers documentation • Design using identical environmental integrated into the applications,with easy specifications for EMC,temperature, humidity, access through a thin client and a fast search vandal resistance,etc.as'for RBS 2000. engine. • Similar operation and maintenance procedures • A variety of transmission types are available, for site engineers as well as for O&M Centre from 1.5 Mbit/s up to 155 Mbit/s. staff. i Technical specifications for RBS 3106 Frequency band: WCDMA 2100 WCDMA 1900 WCDMA 850 ` Receiver(MHz): 1920-1980 1850-1910 824-849 MHz i Transmitter(MHz): 2110-2170 1930-1990 869-894 MHz Channel bandwidth(MHz): 5, 5 5 Duplex Separation(MHz): 190 80 45 Supported configurations Number of cell-carriers per cabinet: 1-12(e.g.a 3x4 configuration in one cabinet) I Output ower - I p p per cell carrier: 2Q 30,40 and 60W(80 and 120W with Tx diversity) Battery backup(internal): up to 200 Ah(0.5-4h) Cabinet dimensions Width: 1300 mm Depth including door and roof top: 926 mm Height including installation frame: 1630 mm I The generic base frame adds 250 mm to the height,while the optional battery base frame adds 500 mm,with unchanged footprint. I I j Weight Fully equipped cabinet: max 850 kg(3x4 configuration,200 Ah battery) I Power Consumption Typical average 3x1 20W: 1.4 kW i Normal Operating Conditions Temperature: -33°C to+45°C Relative humidity: 15%to 100% External Interface Power supply: 200-250 VAC(1 phase), 100-433 VAC(2-3 phase) Transport Network connections: E1/J1/T1, E3/J3/T3,STM-1 and Ethernet Ericsson AB 287 01 -FGC 101 647 rev A SE-164 80 Stockholm ©Ericsson AB.2005 I � i l J . > Optimizer®Panel Dual Polarized Antenna equipped with ACU motor This variable tilt antenna provides exceptional suppression of all upper sidelobes at all downtilt angles. It also features null fill and a wide downtilt y range with optional remote tilt. Mg' ; This antenna is optimized for performance acrossfi the entire AWS frequency band (1710-2170 MHz). /s The antenna comes pre-connected with the r antenna control unit(ACU). I a ( 1 � � I A � � f j c m i C. QCO �. ? I r3 0 i I 3 N ate.. A gl N t I C c � III � I I c � RFS The Clear Choice TM APXV18-206516S-C-ACU Print Date: 07.08.2006 a Please visit us on the internet at http://www.rfsworld-com Radio Frequency Systems i I � J f Optimizer®Panel Dual Polarized Antenna equipped with ACU motor so _ - -717-7177777 ��. •Variable electrical downtilt-provides enhanced precision in controlling intercell interference.The tilt is infield adjustable 0-10 deg. • High Suppression of all Upper Sidelobes (Typically <-20dB). •Includes Null fill of the 1st and 2nd lower Nulls. •Gain difference between UL and DL <1dB. •Azimuth horizontal beamwidth difference<7deg between UL and DL (1710-1755&2110-2155). •Dual polarization; Broadband design. • Low profile for low visual impact. v Frequency Band 3G/UMTS Horizontal Pattern Directional I Antenna Type Panel Dual Polarized Electrical Down Tilt Option Variable i Gain, dBi (dBd) 118 (15.9)±0.5 Frequency Range, MHz 1710-2170 Connector Type (2) 7-16 DIN Female i Connector Location Bottom Mount Type Downtilt o Electrical Downtilt, deg 0-10 Horizontal Beamwidth, deg 65±5 (68 average across band) � I Mounting Hardware APM40-2 E Rated Wind Speed, km/h (mph) 160 (100) 8 VSWR < 1.4:1 qVertical Beamwidth, deg 5.8 to 7.7 across band I I 1st Null Fill, dB <25 (Typ) Upper Sidelobe Suppression, dB >18 all (Typically>20) m Polarization Dual pol +/-45° m Front-To-Back Ratio, dB >28 Q Maximum Power Input, W 300 r Isolation between Ports, dB > 30 C wo Lightning protection Direct Ground 3rd Order IMP @ 2 x 43 dBm, dBc > 150 (155 Typical) 8 0 0 RFS The Clear Choice TM APXV18-206516S-C-ACU Print Date: 07.08.2006 Please visit us on the internet at http://www.rfsworld.com Radio Frequency Systems i : i Optimizer@ Panel Dual Polarized Antenna equipped with ACU motor 7th Order IMP @ 2x46 dBm, dBc > 170 Overall Length, m (ft) 1.34 (4.39) Dimensions- HxWxD, mm (in) 1349 x 175 x 80 (53.0 x 6.8 x 3.15) Radiating Element Material Brass Radome Material Fiberglass Reflector Material Aluminum Max Wind Loading Area, m2(ft2) 0.31 (3.3) Survival Wind Speed, km/h (mph) 200 (125) Maximum Thrust @ Rated Wind, N (lbf) 380 (185) Front Thrust @ Rated Wind, N (lbf) 380 (185) Shipping Weight, kg (lb) 14.3 (31.3) Packing Dimensions, HxWxD, mm (in) 1520.x 260 x 200 (59.8 x 10.2 x 7.8) Packing Dimensions- HxWxD, m (ft) 1.5 x .26 x .20 (4.9 x 0.85 x 0.65) i Weight w/o Mtg Hardware, kg (lb) 8.5 (18.7) Weight w/Mtg Hardware, kg (lb) 11.3 (24.9) I This data is provisional and subject to change. m i 9 O m it 'II N C pC U O U d 3 N I _®® I 81 � I C m N m n m L c v m c c c 0 E 0 RFS The Clear Choice TM APXV18-206516S-C-ACU Print Date: 07.08.2006 Please visit us on the internet at http://www.rfsworld.com Radio Frequency Systems I I i. i Optimizer®Panel Dual Polarized Antenna equipped with ACU motor I 1 Vertical Pattern (This is a general representation of the antenna family pattern. For the latest detailed pattern contact Applications Engineering. You may also download the CELplot(TM)pattern reader and antenna pattern data fields from our website.) . 120 C 3 _ }`, 30 § I + It f -60 i �l�rypY� ,90 4 Q W N C O N c O ' U O U 4� J N N I L N A C � m N m L_ C_ b d C N C 8 C O 0 E O a RFS The Clear Choice TM APXV18-206516S-C-ACU Print Date: 07.08.2006 Please visit us on the internet at http://www.rfsworld.com Radio Frequency Systems C i r i I Optimizer® Panel Dual Polarized Antenna equipped with ACU motor i Horizontal Pattern (This is a general representation of the antenna family pattern. For the latest detailed pattern contact Applications Engineering. You may also download the CELplot(TM)pattern reader and antenna pattern data fields from our website.) I go 120 60 ti 0 r � 'i r � 4 i t Zo 10 3 0 - � r i iti4 -s0' 0 m r 0 ra U O ra N 'n I � I s N M d N m it 4 ry .C. G 'O d A C C O rn E O `- RFS The Clear Choice TM APXV18-206516S-C-ACU Print Date: 07.08.2006 a Please visit us on the internet at http://www.rfsworld.com Radio Frequency Systems A I IN III Optimizer@ Panel Dual Polarized Antenna equipped with (2) ACU motors Gathering two X-Polarized antennas in a single radome this pair of variable tilt antenna provides exceptional suppression of all upper sidelobes at all u downtilt angles. It also features a wide downtilt p range with optional remote tilt. NXVIIAI This antenna is optimized for performance across the entire AWS frequency band (1710-2170 MHz). f .; The antenna comes pre-connected with the antenna control unit(ACU). ," f � f I d I I I� •Variable electrical downtilt-provides enhanced precision in controlling intercell E interference. The tilt is infield adjustable 0-10 deg. m ° • High Suppression of all Upper Sidelobes (Typically <-20dB). 4 m •Gain difference between UL and DL <1dB. Q •Two X-Polarised panels in a single radome. C •Azimuth horizontal beamwidth difference<7deg between UL and DL(1710-1755 &2110-2155). 8 • Low profile for low visual impact. y •Dual polarization; Broadband design. Frequency Band 3G/UMTS Horizontal Pattern Directional L Antenna Type Panel Dual Polarized Electrical Down Tilt Option Variable w Gain, dBi (dBd) 18.0 (16.0)Avg. across band 8 Frequency Range, MHz 1710-2170 0 i= O RFS The Clear Choice TM APX16DWV-16DWV-S-E-ACU Print Date: 07.08.2006 Please visit us on the internet at http://www.rfsworld.com Radio Frequency Systems n Optimizer@ Panel Dual Polarized Antenna equipped with (2)ACU motors Connector Type (4)7-16 DIN Female . Connector Location Bottom Mount Type Downtilt Kit w/Scissor Kit Electrical Downtilt, deg 0-10 , 0-10 Horizontal Beamwidth, deg 65±5(65.9 average across.band) Mounting Hardware APM40-2 +APM40-E2 Rated Wind Speed, km/h (mph) 160 (100) VSWR < 1.4:1 Vertical Beamwidth, deg' 5.8 to 7.8 across band 1st Upper Sidelobe Suppression, dB > 18 (typically>20) Upper Sidelobe Suppression, dB > 18 all (typically> 20) Polarization Dual pol +/-45° Front-To-Back Ratio, dB >28 Maximum Power Input, W 300 Isolation between Ports, dB > 30 Lightning protection Direct Ground { 3rd Order IMP @ 2 x 43 dBm, dBc > 150 (155 Typical) Overall Length, m (ft) 1.35 (4.42) Dimensions- HxWxD, mm (in) 1349 x 330 x 80 (53 x 13 x 3.15) Radiating Element Material Brass Radome Material Fiberglass Reflector Material Aluminum 0 o Max Wind Loading Area, m2(ft2) 0.64 (6.6) Survival Wind Speed, km/h (mph) 200 (125) p Maximum Thrust @ Rated Wind, N (Ibf) 787 (177) Cn € Front Thrust @ Rated Wind, N (Ibf) 787 (177) 3 Shipping Weight, kg (lb) 24.1 (52.7) 0 Packing Dimensions, HxWxD, mm (in) 1550 x 420 x 210 (61 x 16.5 x 8.3) Weight w/o Mtg Hardware, kg (lb) 18.0 (39.6) N t N FF' • h.. AH^ i L: M,v t r N::ta/!F .kt 'T'f ."¢ 7.dY' r,A S; C CD a This data is provisional and subject to change. m r r C C O A RFS The Clear Choice Tnn APX16DVIIV-16DWV-S-E-ACU Print Date: 07.08.2006 a Please visit us on the internet at http://www.rfsworld.com Radio Frequency Systems Optimizer® Panel Dual Polarized Antenna equipped with (2)ACU motors OMM" EO Vertical Pattern (This is a general representation of the antenna family pattern. For the latest detailed pattern contact Applications Engineering. You may also download the CELplot(TM)pattern reader and antenna pattern data fields from our website.) ^s ' k`\ 90 t. t ! +} A . r � V r I -3 r: �jJf I -60 -90 9 O Q1 C O {b Co U I O N I ' C N R N ff C m I C CC U O � i RFS The Clear Choice TM APX16DWV-16DWV-S-E-ACU Print Date: 07.08.2006 Please visit us on the internet at http://www.rfsworld.com Radio'Frequency Systems I � I i I ' ( I Optimizer® Panel Dual Polarized Antenna equipped with (2) ACU motors i ; Horizontal Pattern I (This is a general representation of the antenna family pattern. For the latest detailed pattern contact Applications Engineering. You may also download the CELplot(TM)pattern reader and antenna pattern data fields from our website.) I Off 120 `y 60 a � � ` I F r 1 k I � 30 20 10 - 0 r` -126 t 1 l -0!0 I O L (U C ! 0 CO ! p I U I bo N cc N i N t b �I C d j w m a W c b i w c rn c $ I c o E o I RFS The Clear Choice TM APX16DWV-16DWV-S-E-ACU Print Date: 07.08.2006 a Please visit us on the internet at http://www.rfsworld.com Radio Frequency Systems I i I i I. I f DOUBLE TMA 17/21 , PREMIUM 3GPP/AISG compatible with RET interface $, ow ¢ EW M N zi 411 TT s 4 Improving a radio uplink by using tower mounted it can be controlled and supervised from the"Antenna amplifiers is perceived as a key method of optimiz- System&TMA Control Module",AST-CM,via the RF I ing radio networks.By ensuring maximum coverage feeder. i including in-door penetration,a TMA supports the 3GPP/AISG design of cost-efficient networks and extended talk- TMA communication is based on the 3GPP/AISG protocol time handsets, low dropped call rates and high traffic billing, standard and has a RET port for controlling antenna RET units.The communication port allows multiple RETs or I TMA design Antenna Line Devices to be supervised and controlled via This Double Premium TMA for 17/2100 MHz has 12dB the TMA. I gain and is 3GPP/AISG 2.0 compatible,with a RET Future-proof interface. It has superior RF performance,small size The Double TMA 17/21 Premium is designed for co-exis- sion called ASC that has and low weight. There a higher gain and a VSWR a corresponding TMA ver- tence with future complementary, mast-mounted devices. measuring coupler. Excellent reliability System integration As the world's largest supplier of TMAs, Ericsson has a I The Double TMA 17/2100 is a part of Ericsson's TMA well-proven track record of reliable TMA designs. Reliabil- family.Power,control and supervision are provided by ity enhancing features include dual LNAs,weatherproof the RBS 3000.If sold to other RBS brand installations, design,integrated alarm and lightning protection. I doov ERICSSON I i I I i Features • Specified and verified as an integrated system ti ti solution for Ericsson RBSs • Possible to power both TMAs from one feeder,or from e both feeders ( • High power capacity ti 'X- V_ j mow' BCipPJAISG?. 7G 1 • Automatic LNA by-pass function r • Built in lightning protection I • Excellent RF performance �, I cy, I • Connectors"in line" AFF r • Distance between connectors simplifies sealing work v • A range of accessories for flexible site configurations a ! I86 Mm(3.4 in) I o ® e rss'm o Iii i i Product name Product number Double TMA 17/21,Premium KRY 112 144/1 3GPP/ASIG compatible with RET interface Radio performancQs _ ;Bandwidffi 45MHz Receiving pass band ` V � _, 17-10 1755W Hz Transmitting pass band 21101'2165W Hz RX Gain ; 12t1dB e ` * IN3 at antenna ort2x43dB(vl 16iBm P i-I ) a 128 dBm , Noise bgute midbAnd 1 0 dB" TX max input power(Max Peak) X57;dBm TX insertion loss �: 0 25 dB RX retutn FOSS �' X22 dB ?JC iet6rn loss r. 22 d6 " ,� ..«..:J I Electrical specifications Input power: +12-32 VDC Power consumption: <4,5 W Mechanical specifications 7 , r Dimensioris(W x H D) '" 156 x.176'x 71 mm UUeight = t 5 kg RF connec3ors = 7 1.6 DIN female Ground connectorsM r DC/Alarm eSuperimposed on the RF signal. Mounting x Pole or wall mounting RET connectors ;3 Din con IEC 60130 9 Ed 3.0 female r ti ,w Z_ Environmental specifications Temperature range,full performance: -40°C-+550C I MTBF: 80 years j Sealing: IP67 Lightning protection: IEC 62305-1,IEC 61000-6 Safety approval: International:CB certified,IEC 60 529 Europe:EN 60 529 North America:NRTL,NEMA 3R Safety standard: UL 60950-1,IEC 60950-1 Typical values I I I. 0 3 m co 0 Ericsson AB 36/287 01-FGC 101 764,rev A n www.ericsson.com ©Ericsson AB,2008 ° I � rR RBS 2106 The GSM Macro Outdoor Base Station Y T RBS 2106 is a high capacity,compact outdoor macro Part of the grow-on-site concept J radio base station supporting up to twelve transceivers per Since it is becoming increasingly difficult to find new cabinet.It is possible to bui id one,two and three sector base station sites,it is of great interest to remain on the configurations including dual band configurations in one existing sites as long as possible.Site space,is often a cabinet. limiting factor for capacity growth.The powerful RBS Being the latest member in the RBS 2000 family,RBS 2106,included in Ericsson's grow-on-site toolbox, 2106 is to date the most powerful outdoor RBS in the addresses this problem.On many sites,two or more world.Keeping the successful characteristics of the existing existing cabinets can be replaced by one RBS 2106. RBS 2000 portfolio and improving functionality as well as This is of major importance,since it makes it possible operation and maintenance makes the RBS 2106 a very to reuse the space to rollout WCDMA equipment.The cost-effective solution for growing GSM operators. RBS 2106 w i I I pave the way for WCD NIA. I The.RBS 2000 family supports a wide range of applica- Also interesting for new locations,the.RBS 2106 offers tions ranging from extreme coverage to extreme capacity, a complete solution in stand-alone cabinet which Being a RBS 2000 member guarantees coexistence with the rapidly can be implemented outdoors.All the units to installed base of RBS 200 and RBS 2000 products. run the RBS are included in this single cabinet,there is Ericsson's synchronization based BSS features ensure that no need for an extra product, transceivers from different generations of radio base stations can easily form common cells.Operators can therefore bridge the past with the future.By making existing sites futureproof,investments are protected while migrating to 3G. EICSS Doubled capacity-superior performance A powerful Distribution Switch Unit(DXU)and fast -same footprint internal buses guarantee full EDGE support.With the The 12-transceiver RBS 2106 cabinet has the same optional BSS feature RBS 2000 synchronization,itis footprint as RBS 2102,but has doubled the capacity, possible to have up to 32 transceivers in one cell.With the thanks to the new double-capacity transceivers and optional BSS feature RBS 200 and RBS 2000 in the same combiners.The RBS 2106 has better output power cell,it is possible to expand an existing RBS 200 cell with thanche current RBS 2000 products,which are the best on RBS 2106,and thereby introduce EDGE through plug-in the marker today.The improved radio performance means unirs. increased Bice-to-site distance,and therefore,fewer sites. Another example ofacost savingfeature isl2lkm Keyfeatures Extended Range.The RBS 2106 comes with a configura- •Six double transceiver units(dTRU);char is, cion switch unit,the CXU,and two extremely flexible 12 transceivers combiners.Examples of configurations supported by the •Filter and hybrid combining oriei two,or three sectors in Filter Combiner(CDU-F)are 3x4,2x6, I x12 and dualone cabinet band 8+=i in one cabiner.CDU-F supports up to 12 •Excellent RE performance transceivers on one du •Synthesized and baseband frequency hopping al-polarized antenna.The ocher ., combiner(CDU-G)can be configured in cwo modes: 'Supports 12 transceiver EDGE on Of timeslocs capacity mode and coverage mode,making it very flexible. •Supports GSM 300,900, 1300 and 1900 MHz In coverage mode,the output Powerfrom the CDU-G is 'Extended Range 121 km increased,making it perfect for rural sites orwhen fast •Duplexer and VYIA support for all configurations rollout is required at a minimum cost. •Four transmission ports supporting up to 8 tiibir!s i •Optional built-in transmission equipment transmission Prepared for the future Prepared For GPS assisted positioning services The RBS 2000 family is prepared for GSM data services,.' 'Internal or external battery backup including General Packet Radio Service(GPRS)'and •Simple cowsicing with WCDiv1A equipment High Speed Circuit Switched Data(HSCSD)including •Supports-most common power systems 14.4 kbit/s rimesiots.To meet the operators'need for faster' -H"ardware independent of transmission interface datacom solutions,RBS 2106 supports EDGE. •Prepared for outdoor environment 1 (wide range of temperatures/humidity) f Technical specification for FABS 2106 Frequency band: GS�i 800,E-GSM)OO,P-GStiI)OO,GS (1100,GSrti1 1) 00 Tx: 869-894, 925-960, 1805--1830, 1930-1990 MHz I Rx: 824-849, 880-915,t7t0-1785, 1850-1910 MHz Number of transceivers(per cabinet): 2-12 Number of sectors: 1-3 i Transmission interface: 1.5 Mbids(T1),2 itilbit/s(EI),75, 1.00,120 Ohm Dimension(H x W x D): 1614 x 1300 x 940 mm(63112 x 511/5 x 37 in.) including installation frame Weibht withouc batteries: 5C0 kg( x>"> lbs.) Power into antenna Feeder: 33 W/455.2 dBm(GS?vI 800/GSM 900) 25 W/44.0 dBm(GSM 1800/GSM 1900) With TCC activated,add 2.5 dBm to above values Receiver sensitivity: -110,5 dBm(dynamic,without TMA and diversity gain) PowersuPply: 200-250V AC,50/60 Hz Integrated battery backup: 30,90 or 130 minutes when TM space is used External battery backup: Up to 6 hours(optional) I Operating temperature: -33'C-+40'C(-27'F-+ 104°F)Eco cooling -33°C-+45°C(-27°F-+ 113°F)Combo cooling Weatherproofing: Min level 1P55 according to IEC/EN 60529 Min level 3R according to UL 50 and CSA C22.2 No.94 i Telefonacricbo(ager Lild Ericsson 5E-126 25 Scockhutm Sweden Telephone .4+6 8 719 0000 Fax .46 8 I8 4o 85 A UT 123 6493 R2 www.ericssonxom OTelefonakciebotagec LM Ericsson 2003 i I I RBS 3106 WCDMA Macro Outdoor Base Station WNW,, 1 The RBS 3106 is a mega capacity outdoor base The climate control function of the RBS 3106 is station for WCDMA based on the new and flexible enclosed forced convection.The integrated Design Base R3 units. It is scalable and supports climate unit is based on an air-to-air heat from 1 to 6 sectors and from 1 to 4 carriers per exchanger, dimensioned to handle high ambient sector. Dual band configurations in one cabinet temperatures. It has a low power consumption, are also supported. There is high flexibility in which helps keeping the cooling capacity intact terms of Radio Power Classes, including 20, 30, when operating on batteries. 40,60,80 and 120W per cell-carrier. Auxiliary transmission equipment can be mounted I The RBS 3106 cabinet is the same as the GSM into the 19" rack inside the RBS 3106 and for RBS 2106 and has the same footprint as the sites with extra requirements on silent operation j WCDMA RBS 3101. there are sound hoods available. i The RBS is AC powered using 1, 2 or 3-phase AC Member of the RBS 3000 family j and supports both 50 Hz and 60 Hz systems. The RBS 3000 family provides products for in- and outdoor installations in both single and Battery Backup can be housed in the cabinet multiple sector configurations and in both itself or in an optional battery base frame (BBU integrated and distributed building practises. All 9500)or in an external battery backup cabinet. current RBS 3000 products are based on the new and flexible Design Base R3 units which establish A generic base frame is available providing 250 a flexible base for future development of RBS's mm access height under the RBS for cabling. supporting macro, micro and Pico cell radio networks. ERICSSONi i w I Y Key features Co-existence with GSM The RBS 3106 is designed for scalability and The RBS 3000 portfolio is designed for co- thereby easy to expand and upgrade. Adding existence with any GSM RBS. The operator can sectors, carriers or channel capacity is just a reduce the introduction cost for WCDMA by matter of adding extra boards. The RBS can be making use of already installed site equipment configured for HW redundancy not only in the like antenna towers, cooling and transmission radio and channel parts but also in the central facilities. Good and efficient GSM/WCDMA co- control and transmission parts as well. siting is facilitated by: • Pooling of resources,allowing baseband Use of existing antenna.system or the option of resources to be dynamically allocated where adding the WCDMA system without getting needed,to a specific user,carrier or sector. more antennas. • Remotely configurable HW and SW Use of already present transmission lines of • Embedded management. Each RBS and Radio GSM (RBS to BSC)for the WCDMA base Network Controller(RNC) is equipped with station(RBS to RNC). software to perform all management tasks The same cabinet footprint, installation material related to the node itself. and procedures as RBS 2000. • Online documentation offers documentation Design using identical environmental integrated into the applications,with easy specifications for EMC,temperature, humidity, j access through a thin client and a fast search vandal resistance, etc. as for RBS 2000. engine. • Similar operation and maintenance procedures • A variety of transmission types are available, for site engineers as well as for O&M Centre from 1.5 Mbit/s up to 155 Mbit/s. staff. i i f Technical specifications for RBS 3106 i Frequency band: WCDMA 2100 WCDMA 1900 WCDMA 850 I Receiver(MHz): 1920-1980 1850-1910 824-849 MHz j Transmitter(MHz): 2110-2170 1930-1990 869-894 MHz Channel bandwidth(MHz): 5 5 5 Duplex Separation(MHz): 190 80 45 i Supported configurations Number of cell-carriers per cabinet: 1-12(e.g.a 3x4 configuration in one cabinet) Output power per cell-carrier: 20,30,40 and 60W(80 and 120W with Tx-diversity) Battery backup(internal): up to 200 Ah(0.5-4h) Cabinet dimensions Width: 1300 mm Depth including door and roof top: 926 mm Height including installation frame: 1630 mm The generic base frame adds 250 mm to the height,while the optional battery base frame adds 500 mm,with unchanged footprint. Weight Fully equipped cabinet: max 850 kg(3x4 configuration,200 Ah battery) I i Power Consumption Typical average 3x1 20W: 1.4 kW Normal Operating Conditions Temperature: -33°C to+45'C Relative humidity: 15%to 100% External Interface Power supply: 200-250 VAC(1 phase), 100-433 VAC(2-3 phase) Transport Network connections: E1/J1/T1, E3/J3lT3,STM-1 and Ethernet Ericsson AB 287 01 - FGC 101 647 rev A SE-164 80 Stockholm 0 Ericsson AB,2005 I PROJECT DESCRIPTION: PROJECT INFORMATION CONSTRUCTION OF PUBLIC UTILITY/PERSONAL WIRELESS SITE NAME: NORTH ANDOVER SERVICE FACILITY CONSISTING OF A MONOPOLE TOWER, INITIALLY (1) EQUIPMENT SHELTER, AND A UTILITY ' _ SITE ID: MA1219 BACKBOARD WITHIN A FENCED COMPOUND. NO WATER OR ` SITE ADDRESS: 125 FLAGSHIP DRIVE SEWER IS REQUIRED. �+x , NORTH ANDOVER, MA 01845 CODE COMPLIANCE: DICTI ZONING JURISDICTION: TOWN OF NORTH ANDOVER s o ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF .I ZONING CLASSIFICATION: INDUSTRIAL 1 THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED PARCEL ID: 210/025.0-0080-0000.0 TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: Ma Ina, r ra i PARENT PARCEL SIZE: 5.14 AC. ±223,904 SQ. FT. 1. MA BUILDING CODE 5. ANSI/TIA/EIA-222—G CONSTRUCTION AREA: ±2,610-SQ. FEET 2. UNIFORM BUILDING CODE 6. UNIFORM PLUMBING CODE NORTH ANDOVER 3. BUILDING OFFICIALS AND CODE 7. NATIONAL ELECTRIC CODE LATITUDE: 42' 39' 13.84" N ADMINISTRATORS (SOCA) 8. LOCAL BUILDING CODE SITE ID : M LONGITUDE: 71' 06' 40.99" W 4. UNIFORM MECHANICAL CODE 9. CITY/COUNTY ORDINANCES n C� /� PROJECT DIRECTORY 125 1 L AG S H ID DRIVE PROPERTY OWNER: WOR ASSOCIATES NORTH ANDOVER, MA 01845 CONTACT: TEL: (XXX) XXX—XXXX APPLICANT: FLORIDA TOWER PARTNERS 1001 3RD AVE WEST, SUITE 420 7 BRADENTON, FL 34205 jet �• l '" �, !� '��� i ! -t`' y�z * 1' N�,• �: I; y i { !� pJ CONTACT: ROGER LAPERNA $ sem+o , e OC'"FS tr a� (941) 757-5010 _G.;,e, ` ♦� rd ; ,L �' ;.. ENGINEER: INFINIGY ENGINEERING, PLLC !`' 3 11 HERBERT DRIVE LATHAM, NY 12110 e e �:s 1 w•+.>4 CONTACT: DARREN WEBER ! o 07iy a� , 'i •ti �.p( i. s a'�, s� (518) 690-0790 ATTORNEY: JACQUELINE SLAGA, ESQ. PHOENIX PARTNERSHIP, LLC. i v 1 .�a 1rr' t • i 1 ♦: °9a 110 WASHINGTON AVE. NORTH HAVEN, CT 06473 '' 4 !� C6 !, „ . % • tiz •e- CONTACT: JACQUELINE SLAGA POWER COMPANY: TBD TELCO COMPANY: TBD VICINITY MAP LOCATION MAP DRAWING INDEX Nr.si n f i n I S. N. DRWG. # TITLE REV.# DATE T1 TITLE SHEET 3 12/9/10 Z1 ABUTTERS MAP 3 12/9/10 e n g I n e e r i n g Z2 VACINITY PLAN 3 12/9/10 %%OF lAgf4 � Z3 OVERALL SfTE PLAN 3 12/9/10 11 HERBERT DRIVE ti G Z4 I ENLARGED SITE PLAN 3 12/9/10 LATHAM, NY 12110 OFFICE #: (518) 690-0790 ® TUCK �', Z5 GRADING PLAN 3 12/9/10 " FAX #: (518) 690-0793 9 b cz) Z6 GRADING NOTES & DETAILS 3 12/9/10 Z7 ELEVATION VIEW 3 12/9/10 PROPOSED TOWER HEIGHT: ±140' AGL T ��`a LATITUDE: 42' 39' 13.84" N Z8 DETAILS 3 12/9/10 LONGITUDE: 71' 06' 40.99" W Z9 DETAILS 3 12/9/10 EXISTING ELEVATION: ±249.9' AMSL DIG ALERT: PROPOSED ELEVATION: ±246' AMSL CALL FOR UNDERGROUND UTILITIES PRIOR TO DIGGING: 1-888-344-7233ESSEX COUNTY, MASSACHUSETTS EMERGENCGENCY:: CALL 911 \ \\ MAP 107C 0 83\\ C \ N/F GLC CO A ES \ \ 115 DD FLA HIP D \ N0(2TH ANR, MA 0 45 i \ >_ qo \ \ \ \ ( Z \ MAP 25 BLOCK 83 E = m U, ., \ \\ N/F RUPP REALTY TRUST 1 4- '- Z_ LL NASH ANBURY03060 \\ \\ 0) J LL LL O MAP 25 BLOCK 85 "------_ \ N N/F UNITED REALTY TRUST - - - --- - - - — - _ MAP 107"LOC 1 N/F ARD O'LEA ` 6ANDOVERIMAR01845 I' I .0. BOX 528 1 \ F NORTH I I AGAWAM, MA 001- \ ;y ��OF L j I —125 FLAGSHIP DR \\ \ \NO - INO T\AE 2 MAP 107C BLOCK 469545 C") _(°5.925ZON\NG ' RES\O N/F NATHAN KENNEDY 89 MARIAN DR. TEi�� EXISTING `` \ ANDOVER, MA 01845 / \ ADDITION CURB (TY P eau y� OLRAI,ON a \ ``` \ APPLIC S r C/aR LOCAL LAWS \ \ PROP D FLORIDA TOWFR -- I \ \ \ ; PARTN S 12'W70 GRAVEL l I 1 \ ACCESSIAND UAU EXISTING"', I MAP 107C BLOCK 47 s �PO Ma� ,Z�9�a i Z8 £ASEM T EXACT OCA 770M STINGH BUILDING I ; N/F WILLIAM Mc NAMARA Z RDs1nPER mNNd1s 0w 11/,h0 MAP 25 BLOCK 75 ( LE (TYP. 9292 -----'-. ', 99 MARIAN DR. TO BE D TERM/NED) 1 �m FOR ZCNOu ON 6/0D/10 \ I NORTH ANDOVER, MA 01 45 \ o ISSUM FOR Refrew MER 5/27/10 N/F WSF REALTY TRUST j �Y�. 11 BAYFIELD DR. \ \ iI \ i \ No ammmul/Redebn APna Del9 NORTH ANDOVER, MA 01845 /% I e��; \ I �_ Drawn: MER Date: 5/27/10 �..�.. EXISTING\` ----- ' Designed: ON Date: 5/27/10 EXISTING1 \I TRANSFORMER PAD I MAP 107C BLOCK 25 Checked: O.rW Date: s 0 PR OPO 40'f10R/A I FENCED I I N F ARC REALTY C PORATION f, LOCATION OF EXISTING\ / \ TOWER P ERS I / AREA PROPER Y LINE (TYP.) \j 100 FLAGSF{�PR. Pmject Number Z7 —I_ ; 1 NORTH ANDOVER, A 01845 226-0`59 1 MONOPOLE ESIGN BY 1 }. j� EXISTING , ���..���\ �, PAARKING Project Title I r/ EXISTING/ \ \ SHED ;' /A NORTH ANDOVER MAP 25 BLOCK 3 i N/F TRUSTEES OF RESERVATIONS t I s���' \ /' —100' WETLAND BUFFER \ MA1219 572 ESSEX ST. D8COMPOLIWAND PR".0 f10R/DA TO BEVERLY, MA 01915 DR 1PAR1N£RS 30'-0'x87- "FENCED``, % \ ``t` ZLEASE EA ! ' \ APPROXIMATE LIMITED \ 12ANDOV R,MA / OF EXISTING WETLANDS NORTH ANDOVER,MA 01845 \ / % i Prepared For D w \NONS\K`N L PROPOSED L/M/15 OF \` -LON\NG i \EN��A\ 1RE£�EAR/NC i \ 1N \ i MAP 107C BLOCK 41 / N \ PROPOSED 280' N/F ALISON NOVELLO °. \ TOWER FALL ZONE Y �r 84 PINE RIDGE RD Zoom \ \ MAP 25 OCK 82 \ i / ,% NORTH ANDOVER, MA 01845 o p Z \ N/F FLAG IIPP, LLC 150 FLAGS DR. NORTH ANDOVER, MA 01845 \ , �i ,Aka \ J w EXISTING ZONING l~zuy"i BOUNDARY \ \ i Drawing Scale: U 6 \ \ ___--"— AS NOTED 600' OFFSET FROM \ 7D PROPOSED FACILITY Date: L \ 1219/10 Drawing Title ABUTTERS BASEMAPGRAPHIC SCALE MAP OBTANEDPING AT ARSITE WADLKRBMINFINIGYATION ABUTTERS MAP 200' 100' 0 100' 200' ENGINEERING ON 04/20/10, INFORMATION SCALE: PROVIDED BY FLORIDA TOWER PARTNERS, AND o% Drawing Number A SURVEY COMPLETED BY VS LAND DATA SCALE (11x17): 1" = 200'-Orr Z1 DATED 5 13 10. SCALE (22x34): 1" = 100'-0" EXISTING INDUSTRIAL ` J \ •� / BUILDING I 1 v LOCATION OF EXISTING I c \ �— cvd 4 PROPERY LINE (TYP.) / �a \ >-a) 0m 21 SO 25'27"E M LL LLxx 14.65' /,�' /^h EXISTING i f--------------- \ 0) 7 CURB (TYP.) j \ APPROXIMATE LIMITED o O� � i I OF EXISTING WETLANDS LO F'RN �-- u / --- ——— EXISTING I R/� TRANSFORMER PAD/ co \\ / 100' WETLAND BUFFER MON MOLATI OF N / 1 EXISTING INDUSTRIAL f 1 \ p NI c, BUILDING C. \ \ PROPOSED FLORIDA TOWER EXISTING SHED _ \ PARTNERS 12' WIDE GRAVEL 1 3 REMSED PER c MTS BPM 12/9/10 n 1 / EXISTING ACCESS AND U77LITY S I I PARKING LOT \j EASEMENT(EXACT LOCARM 8 2 Rensm vw mO.NG br« n/1/w 1 IS91fD FOR ZONMO DJM 6/30/10 c j EXISTING LIGHT J —EXISTING \ ___ \ 70 BE DETER I o FOR aencw MBB s/27/to N I POLE (TYP.) I FENCED AREA I SuhMttel/ReNron Aop'dl D,ne I I Drawn: MBR Date: 5/27/10 ROPOSED UM/TS Designed: DA Date: 5 2� o I I 1 -�PROPOSftY 9 7AIC !LANDSCAPING TREES " OF TREE(REAR/NG I Ch ecked: o x Date: s/2711D � Z9 244'-9" TYP. OF 28) [-J [RC1 I L- —-- F-- ------ Project Number I 226059 I I PROPOSED FLORIDA TOWER I Project Title PARTNERS JO=O x87--O*FENCED EXISTING INDUSTRIAL Z41 COMPOUND AND LEASE AREA NO ,� - - - -- I BUILDING � I NORTH ANDOVER 529.29 - \ _ - -------- - PROPOSED 140'FLORIDA / MA1219 -� --- -- _----- 7 WER PARTNERS MONOPOLE Z7 / DESIGN BY OTHERS)/ 125 FLAGSHIP DR _ \ NORTH ANDOVER,MA 01845 ci Prepared For 300' RADIUS BUFFER FROM I. \I\ \ / PROPOSED COMPOUND Fz EXISTING INDUSTRIAL \ �� / X00<5 \ BUILDING m p pz ------_-- / / / / Drawing Scale: L AS NOTED �J D i Date: i r Drawing Title GRAPHIC SCALE VACINITY BASEMAPPING PREPARED FROM INFORMATION MPGN�\G PLAN OBTAINED AT A SITE WALK BY INFINIGY PPPROX 100' 501 50' 100' APPROX. NORTH —1 VACINITY PLAN 0 ENGINEERING ON.04/20/10, INFORMATION = — SCALE: Drawing Number PROVIDED BY FLORIDA TOWER PARTNERS, AND A SURVEY COMPLETED BY VS LAND DATA �/s• SCALE (11x17): 1" = 100'-011 ZZ DATED 5/13/10. /o SCALE (22x34): 1" = 50'-0" ZONING BULK REQUIREMENTS FOR SCI ZONE MIN. LOT AREA MIN. LOT HEIGHT MAX MIN. FRONT YARD MIN. SIDE YARD MIN. REAR YARD MIN. %OF (SOFT) FRONTAGE (FT) (FT) SETBACK (FT) SETBACK (FT) SETBACK (FT) OPEN AREA REQUIRED 80,000 150 55 50 50 50 35% EXISTING 226,576 349.97 xxxx ±48 ±20 ±41 63.5 % C PROPOSED 226,576 349.97 140 1382 162 1207 62.2% '— o m 1_ r >C4 9 � g� \ on r} on j (I) \\ �Z Sao M LL-- —125 FLAGSHIP DR — --f1 261.92' 1 0s-�\ OFMgs�,®, 1 �`" —� N y545 PROPOSED UNDERGROUND r –�---------1 �(`�� b UALITY ROUTE(PEND/NCI nNAL =-_J t___---- k..—IEXISTING LANDLORD APPROVAL) I µ S CURB (TYP.) u'O.00a+MEN> ��/o�:� TION OF I Co I I LOCATION OF EXISTING APPL SY D/OR roto LAWS I S I I I PROPERY LINE (TYP.) v o _ o 5 EXISTING o t F BUILDING I a rsE�sm vm ccuuiris ePe lz/s/lo REWSED PER 00-ENIS DJW 11/1/10 ISSUED FOR ZONING DA 6/30/10 �i Ip 0 ISSUED rOR REMEW MEA 5/27/10 ------I—t�r___� N.1 SuhmlRal/RMsbn JAP01 DaM PROPOSED OR/DA TOWER I PA 1 12' WTD£ AWL ACCESS 'D n z �l 1 U Drawn: MER Date: 5/27/1D Z$ UAUTY EA MENT(EXACT 10c noN I m 5 U TO BE DE M/NED) I A , 1 I 1346' (PR6POSED TOWER CEM,ER) Designed: o w Date: '/2'2 7 o I. fTl Checked: 0JW Date: s 7 0 --Tf--- --%' - -100' WETLAND BUFFER Project Number i--` I 226-059 J I Project Title I (T O ` 4 / \ NOR PROPOSED 9' TALL �I J �/ EXISTING TRANSFORMER PAD'\ NORTH LANDSCAPING TR££S _ APPROXIMATE LIMITED Z9 (TYP. OF 26) I ;/ EXISTING OF EXISTING WETLANDS FENCED AREA I'\ DR I CE ER) I 125 FLAGSHIP t i / I '\ NORTH ANDOVER,MAA 01845 ±62' (PROPOSED TO ;W PROPOSED 140'fl �=IL / EXISTING Prepared For TOWER PARTNERS Old OLE / PARKING LOT S °– I Z7 (DESIGN BY OTHERS o; / �/8 a m F,� cN J2 X34 i`?o°,1Ix--� � ymopom PROPOSED FLORIDA TOWER EXISTING SHED UvrmC PARTNERS,O=0 x87'-0'FENCED Z4 COMPOUND AND LEASE AREA I EXISTING LIGHT POLE (TYP.) PROPOSED UMTS OF 1`S 00�'\ `� f o"gas= TREE CLEAR/NC w I \ FC4 U \ Drawing Scale: \ AS NOTED �J D Date: L \� 12/9/10 - - — -- i OVERALL SITE PLAN Drawing Title -- SCALE: OVERALL GRAPHIC SCALE SITE PLAN BASEMAPPING PREPARED FROM INFORMATION 100 5O' 5O' 1OO' OBTAINED AT A SITE WALK BY INFINIGY o ENGINEERING ON 04/20/10, INFORMATION Drawing Number PROVIDED BY FLORIDA TOWER PARTNERS, AND SCALE (11x17): 1" = 100 —0" Z$ A SURVEY COMPLETED BY VS LAND DATA = � r DATED 5/13/10. SCALE (2204): 1" = 50'-0" PROPOSED CSC PROPOSED PROPOSED UND ND U17UTY CABINET(TYP.) ROUTING, EXACT A77ON TO BE TRANSFORMER(TYP.) DETERMINED PRI 0 CONS7RUCAON PROPOSED 4 G 10'-0" ME7ERBANK& 3 .—.—■—•— ` —I DISCONNECT Z8 0) CIL o L > O �2 OC7 a, Z -2 a0 L W j I I I I PROPOSED FLORIDA TOWER PARTNERS 1 16 F i 12' WIDE GRAVEL ACCESS AND I 0 I U71LITY EASEMENT(EXACT LOCA7701V Z8 C I I I N I I TO BE DETERMINED) N 10'x20' SPACE FOR o 10'x20' SPACE FOR I ~ I I FUTURE CARRIER I 'I FUTURE CARRIER I OF A — ——————— I I I ----� � SS I I 9 NOTE: LANDSCAPING NOT SHOWN FOR CLARITY. I I ' -t a '4.5 PROPOSED 12' \ WIDE DOUBLE IZ7 SW1NG GATEOR 1 0 • u i �To�nas MII'IIA�°•Nro°Rinn�DODi�OOF N• - ' AR LICABLE,. AI7 SAND/OR LOCAL LAWS • • EXISTING • ------ -----------L PARKING LOT • \1 '/ 15'-0 _i \... FMSED PER COMMENTS BPM 12/9/10—. --'- -- ----' --� T � 2 REMSFD PER w,1MMENTs DJw 11/1/10 f1 1 ISSUED FOR ZONING OJW 6/JO/10 ISAIED FOR REVIEW YER 5/27/10 No Subfti IReAM Appdl Date PROPOSED 140'FLORIDA I I I I °o Drawn: MER Data: s 7 0 TOWER PARTNERS MONOPOLE Designed: oaw Date: 1/271. Z7 (DESIGN BY OTHERS) EXISTING UTILITY i I I I I I Checked: 0" Date: 5/27/10 I I I I Project Number POLE (TYP.) 226-0 PROPOSED FLORIDA TOWER i 59 PARTNERS 30'-0"x87=0'FENCED 10'x20' SPACE FOR I 110'x20' SPACE FOR I Project Title COMPOUND AND LEASE AREA I I FUTURE CARRIER FUTURE CARRIER I NORTH19 PROPOSED OVER RH� MA12 T ICE BRIDGE(TYP.) I I I I I I 125 FLAGSHIP DR L - -- NORTH ANDOVER,MA 01845 PROPOSED T-MOBILE NORTHEAST GPS ANTENNA (T)P.) I ------- _ Prepared For F i s F I PROPOSED T-MOBILE I EXISTING m �" I CURB (TYP.) NORTHEAST EQUIPMENT Uw=oom ohs CABINET(TYP. OF 2 I I I o o 0 I 11�� Umum2 Z�N.nd I 145 'O..e• II I et-� Vw'U� ' j I I I N TRR I I p uiizf=r�y 10'x20' SPACE FOR Cr FUTURE CARRIERI I g y 2 z PROPOSED T-MOBILE I I at I NORTHEAST 10'x22'CONCRETE Drawing Scale: I EQUIPMENT PAD(T)P.) APPROXIMATE LOCATION OF I I * ?' I I I AS NOTED Z� THE PROPERTY LINE (TYP.) PROPOSED T-MOBILE I I Date: I NORTHEAST 12'x24=8' j `' I -- _- --_ _._� I O EQUIPMENT&LEASE .t I ^ N 1219/10 AREA (TYP.) I I I �D Drawing Title I PROPOSED T-MOBILE NORTHEAST I -_-_--------J I EQUIPMENT CABINET(TYP.) 1}'-0" —a� ENLARGED 3'--L. —,— - -•—•—• GRAPHIC SCALE —�—•—• w SITE PLAN BASEMAPPING PREPARED FROM INFORMATION I 30'-0., 10' 5' 0 5' 10' OBTAINED AT A SITE WALK BY INFINIGY ENGINEERING ON 04/20/10, INFORMATION o% Drawing Number PROVIDED BY FLORIDA TOWER PARTNERS, AND 1 ENLARGED SITE PLAN ; SCALE (11x17): 1" = 10'-�" Z4 A SURVEY COMPLETED BY VS LAND DATA -- SCALE: A z DATED 5/13/10. _ SCALE (2204): 1" = 5'-0" 1I 1 PR,QPOSEI� 11 �I I Z S/L+T FEN a) D d rn rn z �Z �oo (a LLJ f0LL \ o N :.-----100' WETLAND BUFFER I i i I 1 / s'■=ti j �� MMMT i WER PA R1NfRS 12' GRAVEL ACCESS AND UIIUTY EASEMENT ;.,�•, ACT LOCA AON TO BE DETERMINED) Z8 lE 3545 t I I I 1 .i., s OGatl aR ADDITION L_ EXISTING UTILITY /OR LOCAL I-AON WS POLE (TYP.) I O PROPOSED 140'FLORIDA Renscn PER Coum rms ePw a/e/lo TOWER PARTNERS MONOPOLE/ x REMSED PER muucN,S DA 1,/,/w (DESIGN BY OTHERS) NOTE: 1 ISSUEDISSUEDFOR ZONING DA 6/30/10 /, 1 I /' I F'' /•�� 1 ' GRASS AND MULCH ALL DISTURBED AREAS. a ISSUED FOR Renew MER 5/27/10 PROPOSED FLORIDA TOWER EXISTING AVERAGE TREE HEIGHT = ±80, Ne SMmMauReAsIm AWd Date PARTNERS 30'-0" 7-0FENCED ' 3� Drawn: MER Date:-5/27/10 / I I I i i I \ 1 / COMPOUND AND VASE AREA Designed:DA Date: 5 27 0 I / I I I I I I I I ,t• '/ I Checked: DA Date: 5"'.7 0 PROPOSED TMOBIL£ / I I I �y I NORTHEAST // ProjectNumber L-_\- ,I�j q' 12',x24'-6rEA IPMENT 226-059 4 LEASE (TYP.) i' Project Title NORTH ANDOVER MA1219 9' T, DS ANG RffS 1 _ _ 1 I / 1 I Z9 I 125 FLAGSHIP DR I I 'I/ I I I I(F-yp, 6)/ NORTH ANDOVER,MA 01845 Prepared For °z all 6 I PROPOSED UM/TS Him Nis ' OF TREE CLEARING✓ aw 'z=f Ate« Z. Z. x Drawing Scale: AS NOTED `D [[/ I 12/9/10 1 Drawing Title 1 GRADING PLAN GRAPHIC SCALE GRADINGPLA PLAN BASEMAPPING PREPARED FROM INFORMATION OBTAINED AT A SITE WALK BY INFINIGY fro -- SCALE: 20' 1 0' 10' 20' ENGINEERING ON 04/20/10, INFORMATION o 0 0 PROVIDED BY FLORIDA TOWER PARTNERS, AND Drawing Number A SURVEY COMPLETED BY VS LAND DATA o DATED 5/13/10. s SCALE (11x17): 1" = 20'-0" Z5 SCALE (2204): 1" = 10'-0" GRADING & EXCAVATING NOTES: GENERAL EROSION & SEDIMENT CONTROL NOTES: VEGETATIVE SCHEDULE 1. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY 1. THE SOIL EROSION AND SEDIMENT CONTROL MEASURES AND DETAILS AS SHOWN SPECIES RATE/1000 S.F. DATE HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE HERIN AND STIPULATED WITHIN STATE STANDARDS MATERIAL AND EXCESS GROUNDWATER. DEWATERING FOR EXCESS GROUNDWATER SHALL BE FOLLOWED AND INSTALLED IN A MANNER SO AS TO TALL FESCUE GRASS 1.0# APRIL 1 - OCTOBER 15 C MINIMIZE S1 - EDIMENT LEAVING THE SITE. SHALL BE PROVIDED IF REQUIRED. SERICEA LESPEDEZA SEED BEARING HAY 140 OCTOBER MARCH 15 m 0"- 2. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE � > o 1- 2. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND WITH OVERSEEDING WEEPING LOVEGRASS 0.2 MARCH 15 - MAY 1 0� m Qo SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR FERTILIZER MIX V_>- UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE OTHER APPROPRIATE MEANS. (D z V REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE 3. EROSION CONTROL DEVICES SHALL BE INSTALLED BEFORE GROUND APPLICATION N, #/ACRE PZ OS, #/ACRE K,O, #/ACRE N, TOP DRESSING `� C 2 E EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION _ =t � .. FOUNDATION. CONTROL DEVICES MAY HAVE TO BE ALTERED FROM SHOWN ON THE 1St 60 - 90 120 - 180 120 - 180 50 is LL 3. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE m -i iL LL MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE 2nd 60 120 120 - QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. NOTE: N AS COMPILING CONCRETE THICKNESS. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF >�q� CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. - GRASS AND MULCH ALL DISTURBED AREAS •" 4. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW4. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES HYDRAULIC SEEDING EQUIPMENT • -• '`.n'i , �° _ 3''�•`^,. GRADE, AND BEFORE BACKFILLING, ALL EXCAVATIONS SHALL BE CLEAN OF I '..'_ ` UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH. MAY HAVE R BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE WHEN HYDRAULIC SEEDING AND FERTILIZING EQUIPMENT IS USED, NO GRADING AND SHAPING OR DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. SEEDBED PREPARATION WILL BE REQUIRED. THE FERTILIZER, SEED AND WOOD CELLULOSE FIBER � •-u� �t>�•''. '. ref 5. -USE APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE MULCH WILL BE MIXED WITH WATER AND APPLIED IN A SLURRY. ALL SLURRY INGREDIENTS -BE FREE FROM CLODS OR STONES OVER 2-1/2" MAXIMUM DIMENSIONS OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER BE COMBINED TO FORM A HOMOGENEOUS MIXTURE, AND SPREAD UNIFORMLY OVER THE AREA , -+ -BE PLACED IN 6" LAYERS AND COMPACTED TO 95% STANDARD PROCTOR . IMMEDIATELY. WITHIN ONE HOUR AFTER MIXTURE IS MADE. STRAW OR HAY MULCH AND ASPHALT EMULSION P`t ' S co EXCEPT IN GRASSED/LANDSCAPED AREAS, WHERE 90% STANDARD PROCTOR 5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL WILL BE APPLIED WITH BLOWER-TYPE MULCH SPREADING EQUIPMENT WITHIN 24 HOURS AFTER PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL SEEDING, THE MULCH WILL BE SPREAD UNIFORMLY OVER THE AREA, LEAVING ABOUT 25 6. REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL CLEAN OUT ALL SEDIMENT PONDS WHEN REQUIRED BY THE ENGINEER OR PERCENT OF THE GROUND SURFACE EXPOSED. MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE THE LOCAL JURISDICTION INSPECTOR. CONTRACTOR SHALL INSPECT EROSIONOF PRIOR TO PLACING FILLS. PLOW, STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE CONVENTIONAL SEEDING EQUIPMENT tiV eD N NnON aR ADDITION IS A OLA MEASURES ARE FUNCTIONING PROPERLY. P AN THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING SURFACE. GRADE, SHAPE AND SMOOTH WHERE NEEDED TO PROVIDE FOR SAFE EQUIPMENT OPERATION AT AND/OR LOCAL LAWS WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS 6. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN SEEDING TIME AND FOR MAINTENANCE PURPOSES. THE LIME AND FERTILIZER IN DRY FORM WILL THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE TO DEPTH REQUIRED, THE SILT IS WITHIN 12" OF THE TOP OF THE SILT FENCE. BE SPREAD UNIFORMLY OVER THE AREA IMMEDIATELY BEFORE SEEDBED PREPARATION. A PULVERIZE, MOISTURE-CONDITION OR AERATE SOIL' AND RECOMPACT TO REQUIRED 7. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION SEEDBED WILL BE PREPARED BY SCARIFYING TO A DEPTH OF 1 TO 4 INCHES AS DETERMINED DENSITY. CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION ON SITE. THE SEEDBED MUST BE WELL PULVERIZED, SMOOTHED AND FIRMED. SEEDING WILL 3 RENSED PER COLIMENIS 9PM 12/9/10 BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE BE DONE WITH CULTIPACKER-SEEDER, DRILL, ROTARY SEEDER OR OTHER MECHANICAL OR HAND 2 REVISED Pm CWMEN15 DM 11/1/10 7. PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS CORRECTED. SEEDER. SEED WILL BE DISTRIBUTED UNIFORMLY OVER A FRESHLY PREPARED SEEDBED AND 1 ISSUED rOR ZONING " 6/250/10 WILL OPERATE. USE PLANKING OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT COVERED LIGHTLY. WITHIN 24 HOURS AFTER SEEDING, STRAW OR HAY MULCH WILL BE SPREAD o ISSUED FOR REVIEW MER 5/27/10 LOADS. REPAIR DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH 8• SILT BARRIERS TO BE PLACED AT DOWNSTREAM TOE OF ALL UNIFORMLY OVER THE AREA, LEADING ABOUT 25 PERCENT OF THE GROUND SURFACE EXPOSED. N" APP'a DM" DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. DAMAGED GRAVEL SURFACING CUT AND FILL SLOPES. MULCH WILL BE SPREAD WITH BLOWER-TYPE MULCH EQUIPMENT OR BY HAND AND ANCHORED SHALL BE RESTORED TO MATCH THE ADJACENT UNDAMAGED GRAVEL SURFACING AND 9. ALL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED AND IMMEDIATELY AFTER IT IS SPREAD. A DISK HARROW WITH THE DISK SET STRAIGHT OR A SPECIAL Drawn: MER Date: s o sign VEGETATED WITHIN SEVEN 7 DAYS OF THEIR CONSTRUCTION. PACKER DISK MAY BE USED TO PRESS THE MULCH INTO THE SOIL. cehecked:0Date: s 710 SHALL BE OF THE SAME THICKNESS. � ) Checked: o,w Date: 5 �10 10. CONTRACTOR SHALL REMOVE ALL EROSION & SEDIMENT CONTROL 8. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING IS MEASURES AFTER COMPLETION OF CONSTRUCTION AND Project Number REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING SHALL BE REPLACED ESTABLISHMENT OF PERMANENT GROUND COVER. 226-059 TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME 11. THE ESCAPE OF SEDIMENT FROM THE SITE THICKNESS. SURFACES OF GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. WIRE FENCE- WHERE REQUIRED Project Tile EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL AMOUNTS OF EARTH, ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH,LAND-DISTURBING ACTIVITIES. COMMERCIAL TYPE C SILT FABRIC ON PRIOR TO REUSE. FURNISH ALL ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUIRED. UPSTREAM SIDE OF FENCE NORTH ANDOVER BEFORE GRAVEL SURFACING IS REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO MA1219 REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY 3'-0" DIRECTION COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH MIN %> DI FLOW APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL MAY BE USED125 FLAGSHIP DR FOR FILLING DEPRESSIONS IN THE SUBGRADE, SUBJECT TO ENGINEER'S APPROVAL. CONSTRUCTION NOTES FOR FABRICATED SILT FENCE __....:.:.....'.................:.:.: ..� NORTH ANDOVER MA 01845 9. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED/REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE. 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS: STEEL EITHER T OR U 2'-0" Prepared For Qtr TO FENCE POSTS WITH WIRE TIES OR STAPLES. TYPE. MIN ILII o 10. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER SO AS TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS. ILII% as 3� 2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE: WOVEN WIRE, 14 GA. GROUNDLINEo 11. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. WOVEN WIRE FENCE WITH TIES SPACED 6" MAX. MESH OPENING. EVERY 24" AT TOP AND MID SECTION. AS DIRECTED BY BANKS CO. 12. ALL CUT AND FILL SLOPES SHALL BE MAXIMUM 2 HORIZONTAL TO 1 VERTICAL. pU�r C 13. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING SITE VEHICLE 3. WHEN TWO SECTIONS OF FILTER CLOTH FILTER CLOTH: FILTER X, MIRAFI 100X' TRAFFIC AS TO NOT ALLOW VEHICLES LEAVING THE SITE TO TRACK ADJOIN EACH OTHER THEY SHALL BE OVER- STABILINKA T140N OR / °OdzG LAPPED BY SIX INCHES AND FOLDED. APPROVED EQUAL. � �At MUD ONTO PUBLIC STREETS. THE CONTRACTOR IS RESPONSIBLE NOTE: mzFr_» FOR CLEANING PUBLIC STREETS DUE TO MUDDY VEHICLES LEAVING 6', THE SITE. 4. MAINTENANCE SHALL BE PERFORMED AS PREFABRICATED UNIT: GEOFAB, 1. DIG TRENCH NEEDED AND MATERIAL REMOVED WHEN ENVIROFENCE OR APPROVED 2. LAY IN FABRIC TO "BULDGES" DEVELOP IN THE SILT FENCE. EQUAL. BOTTOM OF TRENCH U 3. BACKFILL TRENCH, �` 5. ALL SILT FENCE MATERIALS MUST BE COVERING FABRIC LISTED ON THE CURRENT STATES. D.O.T. Drawing Scale: QUALIFIED PRODUCTS LIST #36. AS NOTED CJD Date: L 1 SILT FENCE DETAIL 12/9/10 -- NOT TO SCALE Drawing Title GRADING NOTES A DETAILS Drawing Number Z6 PROPOSEDT-MOB/Lf N0141HEAST 3 T� ANTENNA (T)I. OF(4)PER v, SECTOR, (3)ANTENNAS TOTAL) Z� m PROPOSED T-MOBILE NORTHEAST > C PANEL ANTENNAS(TYP. OF(4) H PER SECTOR, (3)SECTORS TOTAL) a mom N L— 1'— 4 m Co n PROPOSED T-MOBILE p o 0 NORTHEAST T-FRAME tD ANTENNA MOUNT a) Z °r (TYP OF 3) to to LU JLL LL LL O C F FUTURE CARRIER PANEL ANTENNAS (TYP.) OF lWq`rs Q ��P S go qr q SFT 545 n Q _ � u _ pgprzDnS R 4 OR TIONADOMON II >cQ �p� a 66tl A D/OR LOCAL LAWS 1� Q J Z3 RENSED PER CONYENIS BP1I 12/9/10 e PROPOSED 140'FLORIDA y " TOWER PARTNERS MONOPOLE I R SSUM FOORSED PER ZCNNG�d3 DA 6/30/10 a (DESIGN BY OTHERS) 0 ISSAD FOR RENEW YER 5/27/10 No S,bm l/Reism APPA Dare ODrawn: WER Date: 5/27/10 2 2 ANTENNA ORIENTATION (T-MOBILE NORTHEAST) Designed: DX Date: 5/27/10 s -- NOT TO SCALE Checked: Date: 5/27/10 i Project Number PROPOSED 140'FLORIDA 226-059 TOWER PARTNERS MONOPOLE a (DESIGN BY OTHERS) Project Title 13' 3.15' NORTH ANDOVER W MA1219 2 125 FLAGSHIP DR Chi NORTH ANDOVER,MA 01845 u Prepared For PANEL ANTENNA f CCU mm3 i��aom PROPOSED T-MOBILE NORTHEAST I d 3 o o EOU/IPMENT CABINET(TYP.) PROPOSED FLORIDA TOWFR PARTNERS 30'-0'x87=0' Z r v FENCED COMPOUND AND LEASE AREALO h u a ce PROPOSED 9' TALL ; $ g a,l " F 13od u; �LANDSCAP/NC IR£ES A��' GROUND LEVEL •� 9 D win Scale: iC ME, ( .a1J-Ljj�_ L^�'.,' AS NOTED STRUCTURAL ANALYSIS NOT COMPLETED AT TIME IF �''c' FRONT VIEW SIDE VIEW BOTTOM VIEW [ZD Ti= R Date: ISSUANCE OF THESE DRAWINGS. THE STRUCTURAL �[t,lr. �L� c�^ 12/9110ANALYSIS MUST BE COMPLETED PRIOR TO CONSTRUCTION. _ - Drawing Title PROPOSED ANTENNA RAD CENTER IS PRELIMINARY AND IS SUBJECT TO CHANGE WITH FINAL RF 3 ANTENNA SPECIFICATIONS (T-MOBILE NORTHEAST) CONFIGURATION BY RF ENGINEER. -- NOT TO SCALE ELEVATION VIEW BASEMAPPING PREPARED FROM INFORMATION 1 TOWER ELEVATION OBTAINED AT A SITE WALK BY INFINIGY -- NOT TO SCALE Drawing Number ENGINEERING ON 04/20/10, INFORMATION PROVIDED BY FLORIDA TOWER PARTNERS, AND Z I A SURVEY COMPLETED BY VS LAND DATA DATED 5/13/10. SUPPORT ARM W/BARBED WIRE m C END OR CORNER y POST (TYP.) 10'-0" MAX. > o 9 2" MESH, 9 GAUGE GALV. WIRE SPACING q>z CUT SLOPE (TYP.) �� LINE POST (TYP.) 4 o \ 1 1 4"0 BRACE RAIL ` v APPROXIMATE EXISTING GRADE l / o / TOP RAIL (TYP) j o LL 12 FILL SLOPE (TYP.) \,\yj� 3/8"� TRUSS ROD WITH / y TURN BUCKLE. CD 2% 2� Y/. > 2 1/2" O.D. POST L COMPOUND "` 3 MIN. \\\ `--_ �— �y 2" CROWN i •:�r1 ,_:: . ................ ... ... 1 _...............__..... _-........................... . (TYP.) �, FINISH GRADE n ' 3 MIN. :•` ` ---—- ----- --- -- / f„ ---------- -- ------------ --- #7 GAUGE - ------------ - - ---- I I BOTTOM TENSION WIRE 2" CON i In I I• o 9545 I II.I CROWN ( M �. ���� T Zr1�`����'��// COMPACTED SUBGRADE, LINE POSS �i'• FREE FROM TOPSOIL ✓' II 1� AND ORGANICS CONCRETE ADDmoN COMPACTED SELECT FILL WHERE REQUIRED J FOOTING, TYP. �j APPLICAa A A D/OR GLOACTAILD ws 6" (MIN.) GRAVEL p 10'-0" MAX. j III F SPACING (TYP.) IJ 1 DRIVEWAY SECTION - CROWNED -- NOT TO SCALE TOP. FOR END, 2 �SM��ENI `1/1�`0 CORNER, & GATE POSTS I MWED FOR ZONING 3030 6/30/10 0 1191ED FOR FXI MER 5/27/10 /_2_\CHAIN LINK FENCE DETAIL (ELEVATION) NTc SuM,MeIIR,N- jAWdj Date Drawn: MER Date: 5/27/10 -- NOT TO SCALE Designed: OxDate: 5/27/10 Checked: Ox Date: 5/27/10 4'-9" 1 1/2"0 PIPE GATE FRAME Project Number 226-059. ---------------------------------- ---------"-- --- SIPES 1"x1/8" GATE STOP 12 1/2- GAUGE Project Title ❑ ❑ 16 TYP) .30 6Z. GALVANIZED -------------------------------------------------- VIEW 2" MESH, 12 GAUGE GALV. WIRE 4 POINT BARBED WIRE PLAN NORTH ANDOVER MA1219 I i GATE POST 125 FLAGSHIP DR TS3x3x3/8 (TYP) P1000 UNISTRUT /. NORTH ANDOVER,MA 01845 I (TYP FOR 3 ON FRONT AND BACK y �J Prepared For O TRUSS ROD 3/8" ° WW ITH TURN BUCKLE (TYP) l I STRETCHER STRETCHER o�mv�o I BANDS 16 O.C. BARS I I 3 1/2"0 PIPE GATE I POSTS (TYP) ^ y w�o i o ' PIPE BRACE 1 1/4"0 PIPE BRACE � � �z��z� " TRUSS ROD MULTI-LOCKING DEVCE SMT-Z7477, (O.F.C.I.) 3/8" DIA. MINIMUM Fa}WKdg< zRUZrUa= li ' 22M > ���a FINISH GRADE U6 .I I.I I 1., . I I 1•I. 1 ' //\\\-%�\: /\/\' \//\\\//\\\//:\\\//\\j\\/"�\\\//\\y\/\\//\\\/%/\.\////\\//\\�`/\\`//\\'•� I \\/�\\//\\\\\\.//��\\\\////\\\/// .II � .//\\y//\�\//�\\\//'\ i1;'•.•.ii'i•.�ii,°,.iii ':_a--''--=" i iv hI Drawing lFINISH GRADE \ AS NOTED HALF-MOON CONCRETE Date:EGATE KEEP \ ER 1 -0 N o e: ZD FOOTING, TYP. 12/9/10 FOOTING, V, <' ' - 1 1.I •I r i.i 1 Drawing Title • DETAILS METER BOARD ELEVATION END VIEW °I 9 4M4'-6" WIDE METER BOARD FABRICATION DETAIL '------: 4 12' WIDE DOUBLE SWING GATE `---j-- 1' -- NOT TO SCALE -- NOT TO SCALE -2" Drawing Number . Z8 rn c 1200 180°)180- 200 1200 (D aZ �� WIND f f WIND WIND f f WIND 4_ c °' ELo U FOR TREES ON 4:1 OR STEEPER rn _j o GUYING PATTERN SLOPES, PLACE 2 GUYS UPSLOPE, c FOR DECIDUOUS TREE ONE DOWNSLOPE; OTHERWISE PLACE FOR PREVAILING WIND. cD PLANTING GUYING PATTERN FOR EVERGREEN TREE ' - PLANTING EVERGREEN TREE DECIDUOUS TREE PRUNE ONLY DEAD OR DAMAGED FL aRADoI WOOD. DO NOT PRUNETB �a A"Ou ON OF AND/OR LOCAL UWS FLUSH TO BRANCH. LEAVE SLIGHT STUB. STANDARD WATERPROOF TREE WRAP 12 GA. GALV. STEEL GUY WIRE, /10 (DECIDUOUS TREES ONLY) TO `e ATTACH TO 24" MIN. STEEL 2 WMSED PEA COMMENTS DA n/1R�10 2ND BRANCH T—POST OR REBAR STAKE, 3 PER 1 ISSUED FOR ZONING DNI 8/30/10 TREE, DO NOT PULL TAUT. o ISSUED EOR RE"ESU MER 5/27/10 Na Subft1/ReNsbn Appel Date 3" OR WIDER NYLON WEBBING W/ METAL GROMMETS o e FLEX—PIPE BARK PROTECTOR Drawn: MER Date: 5/27/ID Designed: Dm Date: 5127/10 12 GA. GALV. STEEL WIRE, SET ROOTBALL 2"-4" ABOVE FINAL GRADE, Checked: D.rM Date: 5/27110 DO NOT PULL TAUT. a REMOVE ENTIRE WIRE BASKET AND C • o BURLAP FROM TOP /3 OF ROOTBALL Project Number 22fr059 AND ANY TWINE OR WIRE. 6' LONG STAKES, 2" x 2" OR 21/2 Project Title DIAM. WOOD, OR STEEL T—POSTS, WHITE PVC AROUND WIRE MARK AND PREVENT PEOPLE FROM TWO PER TREE (DECIDUOUS TREES) TRIPPING OVER WIRE. NORTH ANDOVER MA1219 SPECIFIED BACKFILL 4" DEPTH WOOD CHIP MULCH COMPACTED SUBGRADE6" HIGH SAUCER AROUND PLANT FLAGSHP OVERT D 01845 12" 24" MIN. STEEL T—POST OR #4 REBAR 6" \ STAKE, FLUSH W/ GRADE, THREE /\ /\ Prepared For PER TREE (EVERGREEN TREES) F= =� /\ o ✓i HW °v.•fvC U 1 HVdi2V MIN. 2 ROOTBALL A ROOTBALL ROOTBALL 00<5 DIA. DIA. S c g i yyW —CV VX (GUY AND STAKE DECIDUOUS TREES 2" AND LARGER CALIPER U AND CONIFEROUS TREES OVER 4' HT.) Drawing Scale: AS NOTED �J D 1 DECIDUOUS AND EVERGREEN_ LANDSCAPE DETAIL Date: L 12/9110 NOT TO SCALE Drawing Title DETAILS Drawing Number Z9