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�� <br />, <br />QsJ��� .,;�I <br />oJ��/P�� G�/��J��, <br />� Q � �� <br />� � �iti <br />/` \�, O P <br />��a <br />Mourvr. P <br />(280' AZI ��H— o---- <br />E-�E.Z SECTpR „C ) <br />(280' AZIMUTF{— <br />� .. EXISTING CDMA <br />ANTENNA <br />EXISTING CDMA <br />ANTENNA � <br />���� ExISTING SPRINT <br />GPS <br />�� <br />EXISTING 89'-0" <br />HIGH UTILIN POLE <br />\ <br />� � ' � ANTEN A CDMA <br />�U O. Z <br />\ '� <br />�' F ��� � <br />� �� <br />���� ��� <br />� �� <br />ti�m: s'� � �` <br />J�. � � .wvc'c rm�m f ��in <br />�v � <br />/,.;� / � <br />� � �N� <br />zz'•xsa'• scn�e: i" = i'-o" EXISTING ANTCNNA PLAN ] 22"x3a" scA�E: r' = i'-o" NOIT USED 2 <br />ir'xn" sca�E: i�z., _�._o.. i' s^ o' i' ii".n" scA�e i/z.. _�._o.. �. 6.. o,. i. <br />NOTE: NOTE: <br />CDMA ANTENNA SWAPOUT STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABWEfS/TEMPORARY <br />CDMA & NV TO SHARE SINGLE ANTENNA. REFER TO MOP FOR PLATFORM. STRUCTURAL ANALYSIS PROVIDE� BY GENERAL DYNAMICS. <br />�NSTALL PROCEDURE NOTE. <br />��� EXISTING ANTENNAS ARE CDMA UNLESS NOTED OTHERWISE. <br />S� �1 <br />Q/J� NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRU'S WHICH SHALL BE MOUNTED ON THE PIPE BEHIND THE ANTENNA SIMILAR TO THAT SHOWN ON DEfAIL 1, SHEEf A-6. <br />���'L� �i j� FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA, IF REQUIRED. PRIOR APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS. <br />Ji P <br />�O��O SiGiOC�`J��l AL�L�AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT PCS <br />/� lQ�� P PRIOR TO INSTALLATION OF ANTENNAS. PRIOR TO ATfACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED <br />��,� \ �`� STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING THE NEW LOADS. REFER TO STRUCTURAL ANALY515 BY OTHERS. CONTRACTOR SHALL REFER TO TOWER <br />� STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OF MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGWEER. <br />�z9SSF,roR � � <br />�Z�M�!r� � / <br />MOUNT. PLANE � � \ � <br />(280' AZIMUTH— � \ � __ / <br />) / RRU / HYBRID CABLE SCHEDULE <br />� � SECTOR RRU MODEL RRU FREQUENCY HYBRID CABLE HYBRID CABLE JUMPER JUMPER RET RET CABLE RET CABLE <br />� LENGTH DIAMETER SIZE LENGTH LENGTH MANUFACTURER MODEL NUMBER <br />\ ALPHA RRH-P4 (1)1900MHz 210' 1.18" 1/2" 6� 6� COMMSCOPE iRET AISGv20 <br />J� BETA RRH-P4 (i)1900MHz 210' 1.18" 1/7' 6' 6' COMMSCOPE iRET AISGv20 <br />/ NEW SPRINT qUAD 1900MHZ ANTENNA A56 2'8 GAMMA RRH-P4 (i)1900MHz 210' 1.18" 1/2" 6' 6' COMMSCOPE iRET AISGv20 <br />NEW SPRINT �UAD 1900MHZ ANTENNA W/ J W/ NEW PIPE & RRU MOUNTED BELOW 1900 EQUIPMENT ONLY <br />NEW PIPE & RRU MOUNTED BELOW <br />� NEW SPRINT GPS ANTENNA SCHEDULE <br />----�-- EXISTING 89'-0" ANTENNA ANTENNA ANTENNA ANiENNA <br />HIGH UTILIN POLE SECTOR FREQUENCY MFR. MODEL QUAN7ITY AZIMUTH RAD CENTER ANT. SIZE ELECT TILT MECH TILT <br />ALPHA 1900 MHz RFS APXVRRI3-C-A20 1(PER SECTOR) 55' 86'-0" 4'-7° -3' 0' <br />BETA 1900 MHz RFS APXVRRI3-C-A20 1(PER SECTOR) 760' 86'-0" 4'-7" -2' 0' <br />GAMMA 19�0 MHz RFS APXVRRI3-C-A20 1(PER SECTOR) 295' 86'-0" 4'-7" -1' 0' <br />\ \ NEW SPRINT 1900MHZ QUAD ANTENNA <br />\ \ W/ NEW PIPE & RRU MOUNTED BELOW <br />\ � �� <br />v \ <br />i V o�Z <br />���� ���� � <br />� ��� �� ,�, � <br />��� ��� <br />�m � <br />G�� _ Z��� / `� � <br />✓ �= V/ <br />� <br />zz��'34�� S�A�E: ,�• _,•-°�� NEW ANTENNA PLAN (FINAL) 3 NOTES & ANTENNA SCHEDI[LE 4 <br />11"xt7" SCALE: 1/2" - 1.-0�• 1• 6•' p" 1' <br />THE INFORMATION CONTAMEO W TH6 SET OF CONSTRUCTION DOCUMENTS IS PROPPoEfARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. <br />Spri nt' <br />GENERAL DYNAMICS <br />WIRELESS SERVICES <br />�_ ��, :, KDC <br />`i �i �I � ARCHRECTS.ENGINEERS, P.C. <br /><f il � � n:o:oomm�rsw w�:oo <br />�r�rm��oo, w� 9ea�s <br />�1 �I 11 1 F"�' : s.iu. �' <br />7 <br />PROJGCT NFORMATION: <br />NETWORK VISION MMRS LAUNCH <br />EVER�REEN WAY <br />SE54XC102 <br />6515 MORGAN ROAD <br />EVERETT, WA. 98203 <br />SNOHOMISH COUNTY <br />issur:��nTe 11-08-12 <br />is�uEoroR:CONSTRUCTION DWGS <br />REVISIONS <br />REV. DATE DESCRIPTION INITIA�S <br />A 07/OS/12 ISSUED FOR CONSTRUCTABILITY REVIEW yyqS <br />B OB/08/12 ISSUED FOR 90� C� REVIEW WAS <br />C OB/31/12 ISSUE� FOR 100� CD REVIEW WAS <br />D 10/26/1215SUED FOR PRELIM.1007 CD REVIEW ET <br />E il/OB/1215SUED FOR FINAL 100% CD ET <br />NOT FOR CONSTRUCTION UNLESS <br />LABELED AS CONSTRUCTION SET <br />LICE'VSURE <br />5773 REGISTERED <br />AR ITEC <br />KENN TH . C�AMP <br />STATE OF WASHINGTON <br />SH[E I IiI LE <br />ANTENNA P�ANS 8c <br />SCHEDU�ES <br />SH[E_l NU:NiBER: REVISION: <br />A-4 E <br />122168 <br />