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Home My WebLink AboutZ-6117-A Map 4SECTION SPLICE SECT. P/N pA�tBLLY LEVEL O WEIGHT Ity w N a N 1 m ro WAVEGUII 110' VIDE PORT 1. TOWER HEIGHT 140• FT. 2. CONCRETE TOWER BASE FOUNDATION DWG NO. SF -96426 18.9 CUBIC YARDS OF CONCRETE. - 3. REMOVE UPPER ANCHOR BOLT TEMPLATE BEFORE INSTALLING TOWER BASE. 4. GROUNDING REQUIRED: O YES ! NO (BY OTHERS) INSTALL TOP BUS BAR ON PLATFORM PER DWG NO. FP -RR - INSTALL TWO BOTTOM BUS BARS ON BASE SECTION PER DWG NO. FP -RR -A_ 5. FINISH: ALL STEEL HOT DIPPED GALVANIZED. PANT REQUIRED: O YES II■ NO 6. INSTALL Ifi LOCKWASHERS AND HEXNUTS I~ LOCKNUTS (SEE SPECIAL NOTE). 7. SAFETY CUTAB DEVICE REQUIRED: M YES d NO INSTALL PER DWG. NO. FP -Sr -1A AND MANUFACTURES INSTRUCTIONS. 8. LIGHTNING ROD REQUIRED: W YES ED NO INSTALL (3) LIGHTNING RODS PER DWG NO. All -STV -1 9. LIGHTS REQUIRED: O YES Ir NO 10. ANTENNA INSTALLATION PER CHART THIS DWG 11. CELLULAR PLATFORM REQUIRED: r YES O NO INSTALL PER DWG NO. FP -12 -PLT INSTALL 2- IPS X 8'-0- PIPES (P/N 348018-1) TO PLATFORM HAND RAIL CUPS WITH 5/8.0 X 3 1/8- C/C U -BOLTS (P/N 348057-11) TO MOUNT ALP9212 ANTENNAS 12. WAVEGUIDE BRIDGE REQUIRED: O YES IIIIIII NO 13. ICE SHIELDS REQUIRED: O YES = NO 14. INSTALL STEP BOLTS IN ADDITIONAL BRACKETS SURROUNDING EACH SECTION (LOCATED 4- BELOW TOP FLANGES). 15. REMOVE ALL TRASH AND DEBRIS FROM SITE 16. ORIENT SECTIONS WITH PART NUMBER TAG AT BOTTOM 17. ANY FIELD DAMMAGE OR FIELD MODIFICATIONS NEED TO BE DOCUMENTED TO ANDREW CORPORATION AND ALL EXPOSED (BARE) METAL SHALL BE GIVEN ONE COAT (MINIMUM) OF 21NC RICH PAINT. 18. INSTALL TOWER NAME PLATE, PART NO. 348070-1, IN OPEN STEP BOLT HOLE AT APPROX. 10'-0 ABOVE GRADE USING 5/80 X 1 1/2 BOLT PROVIDED. \f J A F K 3AS 4� M`y�. ONAL :. ENGINEER !A No.76$7 if �Iwf DRAWNGS REQUIRED: SF -96426 MI -STV -3 FPA36--2053 FPA30-3053 FPA24-40SI MI -STV -1 FP -88-A FP -88-C FP -SC -1A FP -NOTES FP -12 -PLT FP -ERECT NOTE; IT IS THE ERECTOR'S RESPONSIBILITY TO INSURE THAT ALL PRACTICES AND PROCEDURES UTILIZED DURING ASSEMBLY AND ERECTION WORK REQUIRED ON THE TOWER DO NOT ENDANGF-R THE SAFETY OF ANY PERSONNEL NOR THE STRUCTURAL INTEMTY OF THE TOWER NOTE. BOLTS SHALL BE TIGHTENED BY THE TURN -OF -NUT TKMNG METHOD. BOLTS SHALL BE INSTALLED IN ALL HOLES OF CONNECTION AND BROUGHT TO A SNUG -TIGHT CONDITION. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. THEN TIGHTEN NUT AN ADDITIONAL 1/2 TURN PASSED SNUG -TIGHT. DESIGN LOAD: aA/'T1A-222-E O 80 MPH +1 /7- ICF_ ANDREW n n n n II fl II II °0 "k II II It II II II If 11 ALIGN q FOR STEP BOLTS WITH _n ___ —_--n_ CELLULAR PLATFORM ACCESS HATCH a N !I (LOCATED ON PLATFORM FACE). � II II II Il If II II u u u u FUTURE LOW PROFILE PLAN DETAIL PLATFORM O 90' EL 70' JD �p y'1Z- ANTENNA INSTALLATION CHART CO +SSUE REN9oNS D" AvpR DALE ANTENNA TYPE ELEV. AZIMUTH OFFSET ,ANTENNA MOUNT DWG 1—KEY ASSEMBLY FOR A _ 110 FT. (12 ALP9212 110' N/A N/A FP -12 -PLT (SEE NOTE #11 m� �m MONOPOLE .°i THIS TOWER HAS BEEN DESIGNED FOR sm #71 HWY DEPT. �SM FP -96426 THE FOLLOWNG ANTENNA LOADING: (12) ALP9212 O 110 FT. W/(1) 1 5/8-9EA. (3) DB810 O 110 FT. W/(1) 7/6- C(12) A PP9212 O 90 FT. W/(1) 1 5/8- 40' I � m n nN I< xo' LONG �ASTM2 615 -GR. 75) M0 NI BOLTS W/ (3) HEXNUTS EACH HARDENED STEEL FLATWASHERS BASE PUTS m r LEVELING NUT FILL SPf%CE NTH :► :ER BAST= PLATE NON -SHRINKING FINISH GRADE II II GROUT ii 1! CONCRETE PIER ELEVATION VIEW DRAIN-SPUT PVC PIPE DRAINAGE SLOT MUST BE KEPT OPEN — BASE ELEVATION DETAIL (NTS) 1. TOWER HEIGHT 140• FT. 2. CONCRETE TOWER BASE FOUNDATION DWG NO. SF -96426 18.9 CUBIC YARDS OF CONCRETE. - 3. REMOVE UPPER ANCHOR BOLT TEMPLATE BEFORE INSTALLING TOWER BASE. 4. GROUNDING REQUIRED: O YES ! NO (BY OTHERS) INSTALL TOP BUS BAR ON PLATFORM PER DWG NO. FP -RR - INSTALL TWO BOTTOM BUS BARS ON BASE SECTION PER DWG NO. FP -RR -A_ 5. FINISH: ALL STEEL HOT DIPPED GALVANIZED. PANT REQUIRED: O YES II■ NO 6. INSTALL Ifi LOCKWASHERS AND HEXNUTS I~ LOCKNUTS (SEE SPECIAL NOTE). 7. SAFETY CUTAB DEVICE REQUIRED: M YES d NO INSTALL PER DWG. NO. FP -Sr -1A AND MANUFACTURES INSTRUCTIONS. 8. LIGHTNING ROD REQUIRED: W YES ED NO INSTALL (3) LIGHTNING RODS PER DWG NO. All -STV -1 9. LIGHTS REQUIRED: O YES Ir NO 10. ANTENNA INSTALLATION PER CHART THIS DWG 11. CELLULAR PLATFORM REQUIRED: r YES O NO INSTALL PER DWG NO. FP -12 -PLT INSTALL 2- IPS X 8'-0- PIPES (P/N 348018-1) TO PLATFORM HAND RAIL CUPS WITH 5/8.0 X 3 1/8- C/C U -BOLTS (P/N 348057-11) TO MOUNT ALP9212 ANTENNAS 12. WAVEGUIDE BRIDGE REQUIRED: O YES IIIIIII NO 13. ICE SHIELDS REQUIRED: O YES = NO 14. INSTALL STEP BOLTS IN ADDITIONAL BRACKETS SURROUNDING EACH SECTION (LOCATED 4- BELOW TOP FLANGES). 15. REMOVE ALL TRASH AND DEBRIS FROM SITE 16. ORIENT SECTIONS WITH PART NUMBER TAG AT BOTTOM 17. ANY FIELD DAMMAGE OR FIELD MODIFICATIONS NEED TO BE DOCUMENTED TO ANDREW CORPORATION AND ALL EXPOSED (BARE) METAL SHALL BE GIVEN ONE COAT (MINIMUM) OF 21NC RICH PAINT. 18. INSTALL TOWER NAME PLATE, PART NO. 348070-1, IN OPEN STEP BOLT HOLE AT APPROX. 10'-0 ABOVE GRADE USING 5/80 X 1 1/2 BOLT PROVIDED. \f J A F K 3AS 4� M`y�. ONAL :. ENGINEER !A No.76$7 if �Iwf DRAWNGS REQUIRED: SF -96426 MI -STV -3 FPA36--2053 FPA30-3053 FPA24-40SI MI -STV -1 FP -88-A FP -88-C FP -SC -1A FP -NOTES FP -12 -PLT FP -ERECT NOTE; IT IS THE ERECTOR'S RESPONSIBILITY TO INSURE THAT ALL PRACTICES AND PROCEDURES UTILIZED DURING ASSEMBLY AND ERECTION WORK REQUIRED ON THE TOWER DO NOT ENDANGF-R THE SAFETY OF ANY PERSONNEL NOR THE STRUCTURAL INTEMTY OF THE TOWER NOTE. BOLTS SHALL BE TIGHTENED BY THE TURN -OF -NUT TKMNG METHOD. BOLTS SHALL BE INSTALLED IN ALL HOLES OF CONNECTION AND BROUGHT TO A SNUG -TIGHT CONDITION. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. THEN TIGHTEN NUT AN ADDITIONAL 1/2 TURN PASSED SNUG -TIGHT. DESIGN LOAD: aA/'T1A-222-E O 80 MPH +1 /7- ICF_ ANDREW yCCRPORATION 2701 Mall Duston, Tx. U.� 76205 �� Tsleplaanc (817) 566-2440 FAXI (817) 381-8i$8 A RELEASED JD �p y'1Z- y� +SSUE REN9oNS D" AvpR DALE 0 1—KEY ASSEMBLY FOR A _ 110 FT. STEP TAPERED MONOPOLE S.T.V. sm #71 HWY DEPT. �SM FP -96426 fur Iw; - - ji:�7F,1 I - NEW COAX ICE BRIDGE — EXISTING CONCRETE PAD — RELOCATED EXISTING NOKIA ULTRASITE CABINET NEW CONCRETE PAD EXTENSION SEE SHEET 05- NEW 5- NEW NOKIA ULTRASITE CABINET NEW 24V DC NOKIA ULTRASITE SUPPORT CABINET — 10 EXISTING POWER/TELCO SERVICE BACKBOARD -- 0 J " Li W m >2 w z Z w V) a 0 E w Z w H- V) 0'D E A NEW YORK • DALLAS L Y N C H 4230 LBJ Freeway, Sulle 625, Dallas, TX 75244 1.1972.239.6 100 fax 972.239.6 102 0 U Lu A B B A T T 1 5 T A www.oloce.com � CONSULTING ENGINEERS 6 5 SITE NAMEL MABELVALE SITE NUMBERL LTR026 9800 INTERSTATE 30 LITTLE ROCK, AR 72209 1 4 FX W +I 0 3'-0" -AT&T AT&T WIRELESS 900 L %w .Ltropo ow, SUITE 600 LITRE RDC%, AWwN.S.$ 77311 3 EXISTING LUCENT 24V DC LOW— POWER POWERPLANT EXISTING ICE BRIDGE `—EXISTING LUCENT TDMA EQUIPMENT CABINETS �J EXISTING ICE BRIDGE EXISTING NOKIA EQUIPMENT CABINET TO BE RELOCATED TO NEW CONIC PAD EXTENSION EQUIPMENT LOCATION PLAN SCALE: N.T.S. NOTE: CONTRACTOR TO FIELD ROUTE NEW ELECTRICAL AND TELCO CONDUITS FROM NEW EQUIPMENT CABINETS TO TELCO ENCLOSURE AND M DESIGNATED ELEC SOURCE PER ONE—LINE DIA M, ISSUED TOR CONTRUCTION O_ 0.�/27/04 NO. DATE REVISIONS BY ACHKP'CSCALE: AS SHOWN DESIGNED BY: JHR DRAWN 2 il C EXISTING MONOPOLE C F REGISTERED pp ")'ESS'o L ANG€M Mo. 1.. 24 _ E "�;.23.44 A Q.L.A. PROJECT NUMBERII TBEC0341 TASK 002 EQUIPMENT LOCATION PLAN Jab M10. 517E R0. I OGwW w.WA KY 24897 LTR026 02 0 i 11 2 11 0F