Approved By:Len Kendall Date:12/03/2018 El Paso County Planning & Community Development
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1 ATC ASSET #: SITE INFORMATION SITE NAME: ATC_FALCON_LMU VICINITY MAP 260' SELF SUPPORT TOWER L700 SITE NUMBER: DN04035A FILE NAME: 30300_DN04035A_L700_FCD_REV 0_ LOCATION:, , SITE PHOTO Approved By:Len Kendall Date:2/03/208 El Paso County Planning & Community Development DRAWING INDEX SITE CONTACT INFORMATION N DRIVING DIRECTIONS SCOPE OF WORK APPLICABLE CODES TITLE SHEET T-
2 GENERAL NOTES GN-
3 GENERAL NOTES GN-2
4 N SITE PLAN SITE PLAN SCALE: " = 20' (x7) C-
5 N EQUIPMENT PLAN EQUIPMENT PLAN SCALE: 3/6" = '-0" (x7) C-.
6 ELEVATIONS TOWER ELEVATION (EXISTING) SCALE: " = 30' (x7) 2 TOWER ELEVATION (PROPOSED) SCALE: " = 30' (x7) C-2
7 ANTENNA SCHEDULE (PROPOSED) N N ANTENNA PLANS ANTENNA PLAN (EXISTING) SCALE: N.T.S. 3 ANTENNA PLAN (PROPOSED) SCALE: N.T.S. 2 C-3
8 RFDS & CABLE SPECIFICATIONS RF CONFIGURATION (PROVIDED BY T-MOBILE) 2 CABLE SPECIFICATIONS SCALE: N.T.S. C-3.
9 RADIO INFORMATION SCALE: N.T.S. 5 ANTENNA INFORMATION SCALE: N.T.S. 3 NOT INFORMATION SCALE: N.T.S. EQUIPMENT DETAILS NOT USED 6 RADIO MOUNTING DETAIL SCALE: N.T.S. 4 ANTENNA ATTACHMENT SCALE: N.T.S. 2 C-4
10 NOT USED 3 ASIA / ABIA DETAIL SCALE: N.T.S. EQUIPMENT DETAILS NOT USED 4 NOT USED 2 C-5
11 N GROUNDING PLANS 2 G- NOT USED EQUIPMENT GROUNDING PLAN (TYPICAL) SCALE: N.T.S.
12 NOT USED 5 NOT USED 3 GROUND BAR DETAIL SCALE: N.T.S. GROUNDING DETAILS NOT USED 6 NOT USED 4 CADWELD CONNECTION TYPES 2 G-2
13
14 Eng. Number OAA729808_C2_0 April 26, 208 Page of 2 ATC Site Number & Name Carrier Site Number & Name Site Location Tower Description Basic Wind Speed Code Structural Evaluation 30300, Colorado Springs, CO DN04035A, DN04035A 4490 East Blaney Road Peyton, CO -570, El Paso County N / W 260 ft Self Supported Tower 90 mph (3-Second Gust) ANSI/TIA-222-G / 2009 IBC Existing and Reserved Equipment Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 2 Ceragon FibeAir RFU-C TTA 3 Motorola CAP Andrew VHLPX4-W-6WH Andrew VHLPX4--6WH/B 7 Trango Access TTA 2 5" x 5" Panel 2' Dish w/ Radome 2' HP Dish 36" x 2" Panel DragonWave Horizon Quantum Cambium Networks PTP 820C 4 Cambium Networks PMP 450 Antenna Cambium Networks PMP 450 Access 2 Point 8 5" x 5" Panel 4 Cambium Networks PMP 450m Radio Waves HP3-8 Radio Waves HP3-3 Samsung Power Junction Cylinder 3 Samsung Fiber Junction Cylinder Fastback Networks Intelligent Backhaul Radio 300 Series DragonWave Horizon Compact Plus Samsung 2.5GHz 8T8R RRH (2.5LTEV3 3 0KM) 3 Samsung RRH-P4A 3 Samsung RRH-C2A 2 Andrew VHLP2-W 3 KMW ET-X-WM P 3 KMW ET-X-TS iR-RD Leg T-Arm Leg (2) 0.24" Cat 5 (3) 3/8" Coax (20) 0.26" Cat 5e (6) /2" Coax ().25" Hybrid () " conduit (7) 0.38" Cat 5e () 0.26" Cat 5e Leg (4) 0.24" Cat 5 Sector Frame (4) 0.24" Cat 5 (3) /4" Hybriflex ().58" Hybrid Windfield Enterprises Precision Jab Wireless Sprint Nextel ATC Tower Services, Inc Regency Parkway, Suite 00 - Cary, NC Office Fax -
15 Eng. Number OAA729808_C2_0 April 26, 208 Page 2 of 2 Existing and Reserved Equipment (cont.) Elevation¹ (ft) Qty Mount Mount Antenna Mount Type Lines Carrier 2 Andrew ECC920-VPUB 3 Nokia COVP 2 Radio/ODU (2) 5/8" Coax Nokia FRIG w/o Solar Shield Sector Frame (2) 0.29" RG-8 T-Mobile 3 Nokia FHFB ().58" Hybrid Andrew VHLP2- Andrew VHLP800--2WH Andrew DB66E-BC Side Arm () 7/8" Coax US Dept. Of Radio Waves HP4-4.7 Leg (2) 7/8" Coax Homeland Security Equipment to be Removed Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 3 Andrew SBNHH-D65B Andrew TMZXXX-656-A3M with - - T-Mobile 3 actuator Proposed Equipment Elevation¹ (ft) Mount RAD Qty Antenna Mount Type Lines Carrier 3 Commscope TMAT92B78-2A Nokia AirScale Dual RRH 4T4R B2/ W AHLOA Sector Frame () 5/8" Fiber T-Mobile 6 Andrew TMBXX-656-R2M 3 Commscope FFHH-65C-R3 Mount elevation is defined as height above bottom of steel structure to bottom of mount, RAD elevation is defined as center of antenna above grade level (AGL). Install proposed coax alongside existing T-Mobile coax. The existing and proposed loads listed in the tables above are compared to the tower s current design capacity or previous structural analysis. The tower should be re-evaluated as future loads are added or if actual loads are found different from those listed in the tables. The subject tower and foundation are adequate to support the above stated loads in conformance with specified requirements. RDB/ANG ATC Tower Services, Inc Regency Parkway, Suite 00 - Cary, NC Office Fax -
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