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HomeMy WebLinkAboutZ-6557-B Map 3NOTES: I. THE SIZE, HEIGHT AND DIRECTION OF THE ANTENNA SHALL BE ADJUSTED TO MEET SYSTEM REaUIREMENT5. 2. CONTRACTOR SHALL VERIFY HEIGHT OF ANTENNA WITH T -MOBILE PM. 3. ALL ANTENNA AZIMUTH ARE TO BE FROM TRUE NORTH. 4. ALL DISTURBED AREAS WILL BE REPLACED TO OR151NAL CONDITION. EXISTING ROAD O°AZ. FY IN FIELD) EXISTING 14' WIDE SWINGING GATE - EXISTING C0"- MUNiTY UTILTY RACK X k- oe 0*400eX 0 o E o NEW UNDERGROUND E TELEPHONE CONDUIT E 240°AZ. NEH UNDG ERROUND (VERIFY IN FIE-.�) ELECTRIC CONDUIT . OVERALL SITE PLAN SCALE: I'= 30'-O' x X GENERAL NOTES NEW T -MOBILE 15'x10' CONCRETE SLAB X 12o°Az. (VERIFY IN FIELD) INITIALS PROPERTY OHNER/REP. W -T COMMUNICATION DESIGN GROUP, LLC 38 E. SCULLY DRIVE SCHAUMBURG. ILLIM096 60193 ph. (8471 895-3640 fax. 18471 895-0985 T • •Mobile 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 11-05-02 FOR CONSTRUCTION 1 10-30-02 FOR CLIENT REVIEW • SBA KAKIS ROAD 701 NIX ROA© LITTLE ROCK, ARKANSAS 72211 PULASKI COUNTY FCC# 1228980 SITE PLAN DATE: 10-30-02 SCALE: AS NOTED DRAWN: MJR W -T # 702429 SHEET C-2 I I. EQUIPMENT PLATFORM AND ANTENNAS ARE DE515NED TO MEET LOCAL BUILDING CODES, AND AN5I/EIA/TIA-222-F STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES- THE DESIGN HIND SPEED IS 90 MPH. 12. .ALL STRUCTURAL STEEL SHALL 5E HST-DIoPED GALVANIZED AFTER ! FABRICATION. 3. EXIST IN6 VE6ETATION MILL 5E REMOVED INSIDE LEASED AREA AND ACCESS DRIVE. 4. ALL STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH ASG SPECIFICATION (LATEST EDITION). 5. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED 1N ACCORDANCE WITH AGI 318 AND ACI .301. 6. FACILITY 15 UNMANNED AND NOT FOR HUMAN HABITATION (HANDICAPPED ACCESS NOT REQUIRED). 7. THERE WILL BE NO OUTDOOR LIGHT IN6 WITH THE EXCEPTION OF EMERGENCY CONDITIONS. 8. FACILITY HAS NO PLUMBING. q. FACILITY WILL BE INDEPENDENTLY POWERED WITH SEPARATE METER. 10. ANTENNA PLATFORM AND ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CRE1,45 EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION LINES, AND SUPPORT STRUCTURES. 11. CONTRACT COMPANIES AND THEIR EMPLOYEES SHALL OBSERVE AND PRACTICE ALL 0.5.H.A. SAFETY GUIDELINES WHILE PERFORMING SERVICE FOR T -MOBILE. 12. WHERE A TOWER DOES NOT HAVE A PERMANENT FALL PROTECTION 125' MONOPOLE SYSTEM, THE CONTRACT COMPANY 15 RESPONSIBLE FOR PROVIDING A ,,,,.---EXISITNG SUITABLE SYSTEM FOR ITS EMPLOYEES. EXISTING 6' HIGH WOOD 13. CONTRACTOR SHALL PERFORM A SAFETY INSPECTION PRIOR TO //",—PRIVACY FENCE COMMENCING ALL WORK ACTIVITIES AT A T -MOBILE. LEASED OR OWNED SITE. OWNER SHOULD BE IMMEDIATELY NOTIFIED OF SAFETY HAZARD(5) FOUND DURING THE INSPECTION THAT COULD CAUSE ANEW T -MOBILE BODILY HARM OR ENDANGERMENT TO LIFE OR THAT COULD CAUSE DAMAGE 24' WIDE TO PROPERTY. ALL WORK SHALL BE HALTED UNTIL SUCH TIME THE CABLE BRIDGE REPORTED SAFETY HAZARD CORRECTED. THE SAFETY HAZARD, IF POSSIBLE, SHOULD BE CORRECTED BY THE CONTRACTOR WHILE ON SITE, ®NEW T -MOBILE PPC AFTER THE CONTRACTOR HAS NOTIFIED OWNER OF THE HAZARD AND HAS AND TELCO RACK RECEIVED APPROVAL FROM OWNER TO PERFORM THE CORRECTsON. ,,,,— NEW T -MOBILE 15'x12' LEASE AREA NEW T -MOBILE 15'x10' CONCRETE SLAB X 12o°Az. (VERIFY IN FIELD) INITIALS PROPERTY OHNER/REP. W -T COMMUNICATION DESIGN GROUP, LLC 38 E. SCULLY DRIVE SCHAUMBURG. ILLIM096 60193 ph. (8471 895-3640 fax. 18471 895-0985 T • •Mobile 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 11-05-02 FOR CONSTRUCTION 1 10-30-02 FOR CLIENT REVIEW • SBA KAKIS ROAD 701 NIX ROA© LITTLE ROCK, ARKANSAS 72211 PULASKI COUNTY FCC# 1228980 SITE PLAN DATE: 10-30-02 SCALE: AS NOTED DRAWN: MJR W -T # 702429 SHEET C-2