Loading...
CA-3_Elevations           INFINIGY                   FROM ZERO TNFI O I NGY I the solutions are endless                   2 EXISTING WEST ELEVATION 0" 1 PROPOSED WEST ELEVATION 22"x34" SCALE: 1/8" = 1'-0" 11"x17" SCALE: 1/16" = 1'-0" 8' 6' 4' 2' 8' 0" 22"x34" SCALE: 1/8" = 1'-0" 11"x17" SCALE: 1/16" = 1'-0" 8' 6' 4' 2' 8' 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. EXISTING PANEL ANTENNAS BY OTHERS MOUNTED TO MONOPOLE, TYP. EXISTING ICE BRIDGE BY OTHERS EXISTING EQUIPMENT CABINET BY OTHERS EXISTING EQUIPMENT SHELTER BY OTHERS GRADE ELEV. = 0'-0" AGL (±2662.0' AMSL) ℄ OF PROPOSED AT&T ANTENNAS ELEV. = ±110'-0" REF., ±111'-3" AGL TOP OF PROPOSED AT&T ANTENNAS ELEV. = ±114'-0" REF., ±115'-3" AGL BOTTOM OF TOWER STEEL ELEV. = 0'-0" REF., 1'-3" AGL ℄ OF EXISTING ANTENNAS BY OTHERS ELEV. = ±79'-0" REF., ±80'-3" AGL PROPOSED AT&T ANTENNAS WITH ASSOCIATED EQUIPMENT MOUNTED TO MONOPOLE - SEE SHEET A-4 PROPOSED AT&T EQUIPMENT AT GROUND - SEE SHEET A-2 EXISTING CROWN CASTLE MONOPOLE EXISTING PLASTIC FENCE TOP OF EXTENDED MONOPOLE ELEV. = ±110'-0" REF., ±111'-3" AGL ℄ OF EXISTING ANTENNAS BY OTHERS ELEV. = ±96'-0" REF., ±97'-3" AGL TOP OF EXISTING MONOPOLE ELEV. = ±100'-0" REF., ±101'-3" AGL ℄ OF EXISTING ANTENNAS BY OTHERS ELEV. = ±79'-0" REF., ±80'-3" AGL ℄ OF EXISTING ANTENNAS BY OTHERS ELEV. = ±96'-0" REF., ±97'-3" AGL EXISTING PANEL ANTENNAS BY OTHERS MOUNTED TO MONOPOLE, TYP. EXISTING CROWN CASTLE MONOPOLE EXISTING PLASTIC FENCE PROPOSED 10'-0" MONOPOLE EXTENSION EXISTING ICE BRIDGE BY OTHERS EXISTING EQUIPMENT CABINET BY OTHERS EXISTING EQUIPMENT SHELTER BY OTHERS GRADE ELEV. = 0'-0" AGL (±2662.0' AMSL) BOTTOM OF TOWER STEEL ELEV. = 0'-0" REF., 1'-3" AGL PROPOSED AT&T (1) FIBER CABLE & (2) DC POWER CABLES ROUTED UP MONOPOLE ℄ OF EXISTING ANTENNAS BY OTHERS ELEV. = ±78'-0" REF., ±79'-3" AGL ℄ OF EXISTING ANTENNAS BY OTHERS ELEV. = ±78'-0" REF., ±79'-3" AGL