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CA-3_Elevations                        INFINIGY FROM ZERO TNFI O I NGY I the solutions are endless            TOP OF EXISTING MONOPOLE ELEV. = ±104'-0" EXISTING CROWN CASTLE 104'-0" MONOPOLE EXISTING VINYL FENCE ℄ OF EXISTING T-MOBILE ANTENNAS ELEV. = ±100'-0" TOP OF EXISTING T-MOBILE ANTENNAS ELEV. = ±104'-0" 2 EXISTING WEST ELEVATION 1 PROPOSED WEST ELEVATION PROPOSED T-MOBILE ANTENNAS WITH ASSOCIATED EQUIPMENT MOUNTED TO MONOPOLE - SEE SHEET A-4 8' 0" 8' 22"x34" SCALE: 3/32" = 1'-0" 11"x17" SCALE: 3/64" = 1'-0" 4' 8' 0" 8' 22"x34" SCALE: 3/32" = 1'-0" 11"x17" SCALE: 3/64" = 1'-0" 4' NOTES: x THESE DRAWINGS ARE NOT INTENDED TO BE A VERIFICATION THAT THE STRUCTURE OR MOUNTS ARE ADEQUATE TO SUPPORT THE PROPOSED LOADING. VERIFICATION THAT THE EXISTING STRUCTURE AND MOUNTS CAN SUPPORT THE PROPOSED LOADING SHALL BE PERFORMED BY A REGISTERED PROFESSIONAL ENGINEER PRIOR TO CONSTRUCTION. x CONTRACTOR TO REFER TO THE STRUCTURAL ANALYSIS AND MOUNT ASSESSMENT AND VERIFY LOADING WITH THE MOST RECENT RFDS PRIOR TO CONSTRUCTION. "LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT: THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. GRADE ELEV. = 0'-0" AGL (±2662.0' AMSL) EXISTING T-MOBILE ANTENNAS WITH ASSOCIATED EQUIPMENT MOUNTED TO MONOPOLE - SEE SHEET A-4 EXISTING T-MOBILE CABLING - SEE ANTENNA SCHEDULES ON SHEET A-4 ℄ OF EXISTING ANTENNAS BY OTHERS ELEV. = ±79'-0" EXISTING ICE BRIDGE EXISTING OTHERS CARRIER EQUIPMENT SHELTER GRADE ELEV. = 0'-0" AGL (±2662.0' AMSL) TOP OF EXISTING MONOPOLE ELEV. = ±104'-0" EXISTING CROWN CASTLE 104'-0" MONOPOLE EXISTING VINYL FENCE ℄ OF EXISTING/PROPOSED T-MOBILE ANTENNAS ELEV. = ±100'-0" TOP OF EXISTING T-MOBILE ANTENNAS ELEV. = ±104'-0" EXISTING T-MOBILE ANTENNAS WITH ASSOCIATED EQUIPMENT MOUNTED TO MONOPOLE - SEE SHEET A-4 EXISTING T-MOBILE CABLING - SEE ANTENNA SCHEDULES ON SHEET A-4 ℄ OF EXISTING ANTENNAS BY OTHERS ELEV. = ±79'-0" EXISTING ICE BRIDGE EXISTING OTHERS CARRIER EQUIPMENT SHELTER PROPOSED T-MOBILE CABLING - SEE ANTENNA SCHEDULES ON SHEET A-4