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HomeMy WebLinkAboutElevationsINFINIGY  FROM ZERO IOTNFIINGYthe solutions are endless2EXISTING WEST ELEVATION1PROPOSED WEST ELEVATION4'4'22"x34" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0" 2'0'4'4'22"x34" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0" 2'0'NOTES:xTHESE DRAWINGS ARE NOT INTENDED TO BE AVERIFICATION THAT THE STRUCTURE ORMOUNTS ARE ADEQUATE TO SUPPORT THEPROPOSED LOADING. VERIFICATION THAT THEEXISTING STRUCTURE AND MOUNTS CANSUPPORT THE PROPOSED LOADING SHALL BEPERFORMED BY A REGISTERED PROFESSIONALENGINEER PRIOR TO CONSTRUCTION.xCONTRACTOR TO REFER TO THE STRUCTURALANALYSIS AND MOUNT ASSESSMENT ANDVERIFY LOADING WITH THE MOST RECENT RFDSPRIOR TO CONSTRUCTION."LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT:THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OFTHE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGESOF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION,MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONSSHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OFTHE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBINGFACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BELIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIREROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITYTO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACTTO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITSINTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDINGEXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TOYOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TOGENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTORNOTICE TICKET.NOTE:xCONTRACTOR TO VERIFY WITH CROWN CASTLEIF THE SITE WILL REQUIRE USE OF A CRANE FORINSTALLATION, AND APPLICABLE CRANE HEIGHTIF NEEDED, PRIOR TO CONSTRUCTION.EXISTING SPRINT EQUIPMENTAT GROUND - SEE SHEET A-2GRADEELEV. = 0'-0" AGL (±2609.0' AMSL)BOTTOM OF TOWER STEELELEV. = 0'-0" REF., 0'-5" AGL℄ OF EXISTING SPRINT ANTENNASELEV. = ±79'-0" REF., ±79'-5" AGLTOP OF EXISTING SPRINT ANTENNASELEV. = ±82'-10" REF., ±83'-3" AGLTOP OF EXISTING MONOPOLEELEV. = ±100'-0" REF., ±100'-5" AGL℄ OF EXISTING ANTENNAS BY OTHERSELEV. = ±96'-0" REF., ±96'-5" AGLEXISTING SPRINT CABLING - SEEANTENNA SCHEDULES ON SHEET A-4EXISTING CROWN CASTLEMONOPOLEEXISTING PANEL ANTENNASBY OTHERS MOUNTED TOMONOPOLE, TYP.EXISTING SPRINT ANTENNAS WITHASSOCIATED EQUIPMENT MOUNTEDTO MONOPOLE - SEE SHEET A-4GRADEELEV. = 0'-0" AGL (±2609.0' AMSL)BOTTOM OF TOWER STEELELEV. = 0'-0" REF., 0'-5" AGLEXISTING CROWN CASTLEMONOPOLEPROPOSED T-MOBILE EQUIPMENTAT GROUND - SEE SHEET A-2PROPOSED T-MOBILE CABLING - SEEANTENNA SCHEDULES ON SHEET A-4EXISTING PANEL ANTENNASBY OTHERS MOUNTED TOMONOPOLE, TYP.PROPOSED T-MOBILE ANTENNAS WITHASSOCIATED EQUIPMENT MOUNTED TOMONOPOLE - SEE SHEET A-4℄ OF PROPOSED T-MOBILE ANTENNASELEV. = ±79'-0" REF., ±79'-5" AGLTOP OF PROPOSED T-MOBILE ANTENNASELEV. = ±83'-0" REF., ±83'-5" AGLTOP OF EXISTING MONOPOLEELEV. = ±100'-0" REF., ±100'-5" AGL℄ OF EXISTING ANTENNAS BY OTHERSELEV. = ±96'-0" REF., ±96'-5" AGLEXISTING CMU WALLEXISTING CMU WALL