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PREPARED FOR- NOTES- CON RACTOR OR:NOTES-CONTRACTOR TO FIELD VERIFY ANTENNA FIBER OPTIC CABLE LENGTHS. ALL MAIN FIBER OPTIC CABLES WILL BE COLOR CODED AT THREE (3) LOCATIONS. COLOR CODE ALL ANTENNA AND FIBER OPTIC WITH 2'WIDE BANDS OF • COLORED TAPE WITH 1'SEPARATION BETWEEN BANDS. Sprint' COLOR CODE ALL TOP AND BOTTOM GROUND KITS WITH 1'WIDE BANDS " OF COLORED TAPE WITH 1/2"SEPARATION BETWEEN BANDS. START COLOR BANDS 2"BEYOND WEATHERPROOFING. START SECTOR COLOR NEXT TO ENO CONNECTOR. ALL MAW FIBER OPTICS CABLES WILL BE GROUNDED W/COAXIAL CABLE 1 INTERNATIONAL BOULEVARD TOP OF EXISTING WATER TANK GROUND KITS AT: SUITE JJ. 0 INSTALL SEAL WELDED THE ANTENNA LEVEL MAHWAH, N.J. 07495 NEW BALCONY PIPE ELEV. 3156-8"AGL MID LEVEL IF TOWER I$OVER 200' MOUNTS(TYP.) BASE OF TOWER PRIOR TO TURNING HORIZONTAL TERMINATION OF FIBER OPTIC LINES TO JUMPERS CONSULTANT: ALL NEW GROUND BAR DOWNLEADS ARE TO BE CADWELDED TO THE m C.L.OF PROPOSED EXISTING SPRINT PANEL ANTENNA EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF ■L EV. 133-6 ACL 4FT BELOW GROUND BAR [Pei PROVIDE BUSS BAR NEAR BTS FOR ATTACHMENT OF FIBER OPTIC CABLE MORRISON HERSHPIELO GROUND KITS Tvn seen U-1,_.Sure z4s, PMbtlm.FLC55J24 C.L. OF EXISTING T-MOBILE ANTENNA TK 951.517.4555 Fe M.577.ee55 ELEV. 3130'-0"AGL ANT NNA FIB R OPTI e8 NOTES STAre OF FLORDA COn 55551!55 �\ THE ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING ....wmwmm�neMnetl.mm ROUTE ANY NEW COAX OR \L.L.OF EXISTING METRO PCS ANTENNA AND SUPPLYING SPRINT WITH 3 TYPEWRITTEN SWEEP TESTS (ANTENNA CABLE UNDER BALCONY IN ELEV. 3126'-0"AGL RETURN LOSS TEST).THIS TEST SHALL BE PERFORMED TO THE BRACKETS SPECIFICATIONS AND PARAMETERS OUTLINED BY THE SPRINT RADIO C.L.OF EXISTING ANTENNA FREQUENCY(RF)ENGINEER.THIS TEST SHALL BE PERFORMED PRIOR ELEV. SITE NAME: UNKNOWN TO FINAL ACCEPTANCE OF THE SITE/ GIFFORD WATER TANK THE ANTENNA FIBER OPTIC CABLE INSTALLER SMALL BE RESPONSIBLE FOR L.L.OF EXISTING SPRINT IDEN ANTENNAS PERFORMING AND SUPPLYING SPRINT WITH }TYPEWRITTEN TIME DOMAIN ELEV. 3100'-0'AGL REFLECTOMETER(TDR)TESTS TO VERIFY CABLE LENGTH AND TO CHECK SITE NUMBER: FOR WATER DAMAGE. M160XC240 VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2"JUMPERS AND SHALL NOT EXCEED 6'-0'. MAXIMUM LENGTH SITE ADDRESS: FOR THE JUMPERS AT WIMAX BTS UNITS WILL BE 6'-0". 4690 28TH CT. UPON COMPLETION,PROVIDE A HEIGHT VERIFICATION DEPICTING RAD EXISTING 156'-8" CENTER AND TOP OF ANTENNA. VERO BEACH,FLORIDA 32948 WATER TANK TOWER IAN RIVER COUNTY ANTENNA MOUNTING NOTES DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO M CURRENT ANSI/EIA/TA-222;APPENDIX B FOR WIND LOADING; "STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTEN ` 1LO1nJ ROUTE NEW COAX LINES OR SUPPORTING STRUCTURES"OR APPLICABLE LOCAL CODES. /� Y `Y TTISIIInINnz Y'' ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION CABLE ON/IN EXISTING ACCORDANCE WITH ASTM A72}"ZINC(MOT-GIPPED GALVANIZED MESSENGER PIPE SYSTEM COATINGS ON IRON AND STEEL PRODUCTS'.UNLESS OTHERWISE NOTED, ��N`y P`• "� NC ALL BOLTS,ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE e.� C,E ArS�^, NOTE: RRU'S ARE TO BE GALVANIZED IN ACCORDANCE WITH ASTM A153"ZINC-COATING(HOT NO. 62209 POWERED UP WITHIN 24 DIP)ON IRON AND STEEL HARDWARE".UNLESS OTHERWISE NOTED. HOURS OF PLACEMENT ON DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD - THE TOWER. GALVANIZING IN ACCORDANCE WITH ASTM A780. - DO NOT OPEN RRU ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH DOUBLE NUTS AND •e STATE OF PACKAGES IN THE RAIN SHALL BE INSTALLED SNUG TIGHT. p e X• (� MINIMUM HORIZONTAL SPACING SHALL BE 2'-0'BETWEEN ALL ANTENNAS. .e OR I OPS '`` NOTES. V�; ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. CONTRACTOR SMALL VERIFY PROPOSED ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT PCS PRIOR TO INSTALLATION OF ANTENNAS. AH wANc PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS,EXISTING REGISTERED EI1cNEER TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED srATE OF FLDRwA STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING FEwzzw NOTE: NOTE: THE PROPOSED LOADS. REFER TO STRUCTURAL ANALYSIS BY OTHERS, NEW SPRINT HYBRID CABLES TO RUN 1. STRUCTURAL CALCULATIONS FOR THE TOWER&SPRINT'S ANTENNA SUPPORTING MOUNTS IS CERTIFIED CONTRACTOR SHALL REFER TO TOWER STRUCTURAL CALCULATIONS FOR ALONGSIDE EXISTING SPRINT CABLES. &PREPARED BY OTHERS AND THOSE CALCULATIONS CERTIFY THE CAPACITY OF THE TOWER STRUCTURE& ADDITIONAL LOADS. NO ERECTION OR MODIFICATION OF TOWER SHALL CONTRACTOR TO TAKE EXISTING CABLES SPRINT'S ANTENNA SUPPORTING MOUNTS FOR THE DEPLOYMENT OF THE SPRINT NETWORK VISION BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. TO BE REMOVED IN FINAL CONFIGURATION EQUIPMENT.CONTRACTOR TO COORDINATE WITH ERICSSON PROJECT MANAGER TO OBTAIN A COPY. OFF THEIR SUPPORTS(SNAP-INS)THEN BUNDLE DRAWN BY:WJ DATE DRAWN:05/12/12 THEM WITH ZIP TIES DURING THE INTERIM 2. CONTRACTOR TO REFER TO STRUCTURAL CALCULATIONS OF THE TOWER&SPRINT'S ANTENNA REVIEWED BY: CC APPROVED BY: I RL CONFIGURATION. NEW HYBRID CABLES TO BE SUPPORTING MOUNTS FOR ADDITIONAL MODIFICATIONS IF ANY. NO ADDITIONAL LOADS SHALL BE IMPOSED APPROXIMATE CABLE RUN INSTALLED WHERE EXISTING CABLES TO BE ON STRUCTURE&NO ADDITIONAL ERECTION OR MODIFICATION OF THE STRUCTURE SHALL BE MADE MH PROJECT#:17123001.00 REMOVED WERE.To IN FIELD. WITHOUT CONSENT&APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD.' SECTOR A SECTOR B SECTOR C REVISION NOTIFY ERICSSON CM OF ANY DISCREPANCY. NO DESCRIPTION BY DATE 3. NO WORK SHALL COMMENCE WITHOUT THE APPROVED TOWER/ANTENNA MOUNT STRUCTURAL ANALYSIS TOTAL 253'-6" 300'-0" 253'-6" REPORT SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEERINEERUNDER A 90%CO SUBMITTAL WJ 05NDER SEPARATE COVER.IF 05/14/12 REQUIRED,THE CONTRACTOR SHALL MODIFY TOWER AND/OR ANTENNA MOUNTS AS INDICATED IN THE ABOVE FROM RRU TO 0 FINAL HU 07/25/12 MENTIONED STRUCTURAL REPORT OR ASSOCIATED MODIFICATION DESIGN DRAWINGS. VERTICAL RUN 50' 97' 50' 7 FINAL WJ 09/27 12 CO MRACTOR TO COORDINATE WITH PROJECT MANAGER TO OBTAIN A COPY. RAD TO2 U.S.G.COMMENTS CA 06/12/13 4. CONTRACTOR TO VERIFY CONDITION OF&TORQUE DOWN ALL CONNECTIONS OF EXISTING MOUNT PRIOR TOWER BASE 133'-6" 133'-6" 133'-6" TO PLACEMENT OF NEW LOADS. TOWER BASE TO RBS 70' 70' 70' SHEET TITLE: TOWER PROFILE TOWER PROFILE CABLE RUN TABLE SHEET NUMBER: SCALE: 1/16' 1'-0"(BASED ON 22x54 PAPER SIZE) 2 N.T.S. A�4 SCALE: 1/32"= 1'-0'(BASED ON 1117 PAPER SIZE) scar::VIc-r-4' J