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Home My WebLink AboutZ-6135-D MapTOWER tE EXISTING ANTENNAS 0 245'-0" CENTERLINE EXISTING ANTENNAS 0 225'-0' CENTERLINE EXISTING 250' SELF SUPPORT TOWER NEW LESSEE ANTENNAS 0 140'-0' CENTERLINE EST. NMA ETIC GPS ANTENNA 1 -1/4 - GALVANIZED PIPE 3 1/2' O.D. CABLE BRIDGE SUPPORT NOTE: GPS ANTENNA SHALL BE MOUNTED ON ICE BRIDGE POST NEAREST TO SHELTER QS ANTENNA D ETAI L DETAIL 2 NTS _ LADDER MOUNTING KIT MTS PART # - EXISTING TOWER ---\ DIAGONAL HK—CL—U OR APPROVED EQUNAiAFff PROVIDED BY CONTRACTOR NEW LESSEE ANTENNAS ON NEW MOUNT (TYP) RX1 TWO ANTENNAS PER SECTOR NEW LESSEE ICE BRIDGE . NEW LESSEE EQUIPMENT TOWER MOUNTING PLAN VIEW SECTION A 3/8' = 1'-0" BASE ELEVATION I B HOLE CABLE LADDER 588.5 MTS (6) NEW LESSEE COAX. MTS PART V CL-0820—NH A ARRANGEMENT AND OR APPROVED LOCATION TO COMPLY NEW UNIVERSAL SNAP—IN PROVIDED BY CONTRACTOR WITH STRUCTURAL BRACKET, PIROD PART - ANALYSIS #82249 OR APPROVED EQUIVALENT PROVIDED BY CONTRACTOR TOWER ELEVATION VERTICAL COAX MOUNTING PLAN VIEW SCALE: NTS DETAIL 1 NOTE: DETAIL 3 NTS NEW 1-5/8" COAXIAL CABLE TO BE NTS — ATTACHED TO NEW SNAP—IN BRACKETS PER BRACKET AND COAX MANUFACTURERS SPECIFICATIONS 0 RX1 NOTES: 1. ALL AZIMUTHS ARE REFERENCED FROM TRUE NORTH 2. ANTENNA MOUNTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS 0 RXO/TXO (3) PIROD 10' LIGHTWEIGHT T—FRAMES PART# 800091 OR APPROVED EQUIVALENT PROVIDED BY CONTRACTOR RX1 0 RXO/TXO ANTENNA & COAX ROUTING SHALL COMPLY WITH THE REQUIREMENTS OF THE STRUCTURAL ANALYSIS PERFORMED ON THIS TOWER BY HOPE ENGINEERS DATED: JANUARY 6, 2005 ELEVATION EXISTING ANTENNA w 0 125'-0" CENTERLINE in ANGLE 0 L6x&7/8' ANGLE 75 — 87.5 TS5x5x1/2' (FIELD VERIFY) (FIELD DETERMINE) 87.5 — 150 L5 1/4x5 1/4x3/4' a EXISTING ANTENNAS L4 1/4x4 1/4x3%4" 0 95'-0' CENTERLINE Ad L3 1/2x3 1/2x1/2" cn in 225 — 250 L3x3x1/2' EXISTING ANTENNAS M�K 0 BO' -0" CENTERLINE z EST. NMA ETIC GPS ANTENNA 1 -1/4 - GALVANIZED PIPE 3 1/2' O.D. CABLE BRIDGE SUPPORT NOTE: GPS ANTENNA SHALL BE MOUNTED ON ICE BRIDGE POST NEAREST TO SHELTER QS ANTENNA D ETAI L DETAIL 2 NTS _ LADDER MOUNTING KIT MTS PART # - EXISTING TOWER ---\ DIAGONAL HK—CL—U OR APPROVED EQUNAiAFff PROVIDED BY CONTRACTOR NEW LESSEE ANTENNAS ON NEW MOUNT (TYP) RX1 TWO ANTENNAS PER SECTOR NEW LESSEE ICE BRIDGE . NEW LESSEE EQUIPMENT TOWER MOUNTING PLAN VIEW SECTION A 3/8' = 1'-0" BASE ELEVATION I B HOLE CABLE LADDER 588.5 MTS (6) NEW LESSEE COAX. MTS PART V CL-0820—NH A ARRANGEMENT AND OR APPROVED LOCATION TO COMPLY NEW UNIVERSAL SNAP—IN PROVIDED BY CONTRACTOR WITH STRUCTURAL BRACKET, PIROD PART - ANALYSIS #82249 OR APPROVED EQUIVALENT PROVIDED BY CONTRACTOR TOWER ELEVATION VERTICAL COAX MOUNTING PLAN VIEW SCALE: NTS DETAIL 1 NOTE: DETAIL 3 NTS NEW 1-5/8" COAXIAL CABLE TO BE NTS — ATTACHED TO NEW SNAP—IN BRACKETS PER BRACKET AND COAX MANUFACTURERS SPECIFICATIONS 0 RX1 NOTES: 1. ALL AZIMUTHS ARE REFERENCED FROM TRUE NORTH 2. ANTENNA MOUNTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS 0 RXO/TXO (3) PIROD 10' LIGHTWEIGHT T—FRAMES PART# 800091 OR APPROVED EQUIVALENT PROVIDED BY CONTRACTOR RX1 0 RXO/TXO ANTENNA & COAX ROUTING SHALL COMPLY WITH THE REQUIREMENTS OF THE STRUCTURAL ANALYSIS PERFORMED ON THIS TOWER BY HOPE ENGINEERS DATED: JANUARY 6, 2005 ELEVATION LEG SIZE I LEG TYPE 0 — 50 LES 1/4x6 1/40" ANGLE 50 — 75 L6x&7/8' ANGLE 75 — 87.5 TS5x5x1/2' (FIELD VERIFY) (FIELD DETERMINE) 87.5 — 150 L5 1/4x5 1/4x3/4' ANGLE 150 — 175 L4 1/4x4 1/4x3%4" ANGLE 175 — 225 L3 1/2x3 1/2x1/2" ANGLE 225 — 250 L3x3x1/2' ANGLE NOTE REFERENCED FROM HDPE ENGINEERS TOWER DRAWINGS 10-21-04 ANTENNA do COAX ROUTING SHALL COMPLY WITH THE REQUIREMENTS OF THE STRUCTURAL ANALYSIS PERFORMED ON THIS TOWER BY HOPE ENGINEERS DATED: JANUARY 6, 2005 - NERIZONWIRELESS TENNESSEEPARTNERSHIP BOB WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: ATC CHECKED BY: JOH APPROVED BY:MDB 2 3/6/05 10'7 -FRAME 1 211 8105 ISSUED FOR CONST. 0 1 /14/05 ISSUED FOR REVIEW REV DATE DESCRIPTION PRCI� E;rR r� r F �� FC�SAS � REGISTERED t PROFESSIONAL ENGINEER ti 11926 ��Ft PROFESS (NOT VALID WITHOUT SIGNATURE H ml EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205956.0196 FAX: 205956.2632 CAMMACK VILLAGE AR 165763B LITTLE ROCK BTA Srre ADDFdMS 227-D KEIGHTLY DR. 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SEE DETAIL 2 SHEET 06 NEW LESSEE H -FRAME. — SEE SHEET 13 FOR DETAILS .c NEW LOCATION --� FOR EXISTING A/C UNIT EXISTING EQUIPMENT SHELTER N EXISTING 250' LATTICE TOWER LAT: 34 46' 20.681" LON: -97 21' 27.971" ELEV: 589.5' AMSL t��+rni �rwi�►it��i►� 1 4'-0" EXISTING DISCONNECT TO BE RELOCATED APPROXIMATE LOCATION OF EXISTING TELCO PEDESTAL NEW LESSEE ICE BRIDGE. SEE DETAIL ON SHEET 09 NEW LESSEE BATTERY CABINET — NEW LESSEE FUTURE BATTERY CABINET 46'-8" '-6" - - ' NEW UTILITY POLE NEW LESSEE - ITE LIGHT 6'-0" X 14-B" ,ST EQUIPMENT PAD EXISTING PARENT TRACTPROPERTY UNE 1ESSEE T\N S SECTIONENr CABINET OFI OVERHEAD POWER LINE TO BE RELOCATED ESSEE X 15'-0" NEW LOCATION —f AREA OF RELOCATED OVERHEAD POWER LINE ESSEE FUTURE EQUIPMENT CABINET EXISTING UTILITY POLE (TYP) \ --op- --. -op- • - --OP-. -. �p-.-.-OP---- -Op- -bp--- _ �P-.._ . -oP SITE LAYOUT PLAN SCALE: 1/4" = 1'-0" EST. NMOAGNETIC 1.7B± c m W E S EXISTING EQUIPMENT PLATFORM EXISTING ICE BRIDGE EXISTING CONCRETE CURB NEW LESSEE GENERATOR ON NEW 4'-0" x 10'-0" GENERATOR PAD NEW LESSEE 4' X 10' GENERATOR LEASE AREA NEW B' TALL WOODEN PRIVACY FENCE SEE SHEET 09 DETAIL 4 --ap-.-.-op-- THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INCDATED 09/24/04. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. l/ERIZONWIRE LESS TENNESSEEW P ERSSIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: ATC CHECKED BY: JOH APPROVED BY: MDB r I ARKANSAS REGISTERED PROFESSIONAL ENGINEER %kJlu. 1192,6 (NOT VALID WRHOLrr MGNATr1RE SL SEUL) EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 CAMMACK VILLAGE -AR 165763B LITTLE ROCK BTA SrrE ADDRESS 227-D KEIGHTLY DR. LITTLE ROCK, AR 72207 SHEET MLE SITE LAYOUT PLAN SHEET Num" 05 EXISTING GATE (TYP) —p_ — .—ap—.— -- EXISTING EQUIPMENT ON PAD G EQUIPMENT ;HELTER ' c e ADDITIONAL GRAVEL --- AREA FOR GRASS KILL EXISTING CONCRETE PAD AND A/C UNIT TO BE RELOCATED NEW LESSEE GPS ANTENNA. SEE DETAIL 2 SHEET 06 NEW LESSEE H—FRAME. — SEE SHEET 13 FOR DETAILS NEW LOCATION EXISTING 250' LATTICE TOWER FOR EXISTING A/C LAT: 34 46' 20.681" UNIT LON: —92' 21' 27.971" ELEV: 589.5' AMSL EXISTING EQUIPMENT SHELTER ��U I 12'-1'± 9-j 4'-0' EXISTING DISCONNECT TO BE RELOCATED APPROXIMATE LOCATION OF EXISTING TELCO PEDESTAL NEW LESSEE ICE BRIDGE. SEE DETAIL ON SHEET 09 NEW LESSEE BATTERY CABINET ,NEW LESSEE FUTURE BATTERY CABINET �j .-'1 EXISTING ICE BRIDGE 46'—B" 31'-6" — NEW UTILITY POLE \ EXISTING CONCRETE CURB � NEW LESSEE 1 NEW SITE LIGHT NEW LESSEE GENERATOR ON NEW 6'-0" X 14'-8" , ` ON POST 4'-0" x 10'-0" GENERATOR PAD EQUIPMENT PAD NEW LESSEE 4' X 10' EXISTING PARENT TRACT GENERATOR LEASE AREA PROPERTY UNE , NEW 8' TALL WOODEN PRIVACY T --—NEW LESSEE FENCE SEE SHEET 09 DETAIL 4 HIS SECTION OF OVERHEAD POWER EQUIPMENT CABINET UNE TO BE RELOCATED NEW LESSEE 10'-0" 15'-0" NEW LOCATION - LEASE AREA OF RELOCATED` NEW LESSEE FUTURE OVERHEAD POWER UNE EQUIPMENT CABINET EXISTING UTILITY POLE (TYP) \ \ �p —aP-- SITE LAYOUTP N SCALE: 1/4" = 1'-0" EST NDGNErIC TH 1.7W± C m W E S EXISTING EQUIPMENT PLATFORM THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INCDATED 09/24/04. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VER/ZONW/RELESS TENNESSEEPARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: ATC CHECKED BY: JOH APPROVED BY: MDB r- r--lll �ARKANSAS rf0r;L t REGISTERED PROFESSIONAL ENGINEER rT X10. 11926 [140T VALED ViR iWrS RATU RE &SEAL) Der- EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 CAMMACK VILLAGE -AR 165763B LITTLE ROCK BTA SRE ADDRESS 227-D KEIGHTLY DR. LITTLE ROCK, AR 72207 SITE LAYOUT PLAN 05