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Home My WebLink AboutZ-6125-C MapE: SAM'S ) SITE NAM ' Sprint SITE NUMBER: LR03XC060 8580 SPRINT PARKWAY _ OVERLAND PARK, KANSAS 86251 • STRUCTURE TYPE: MONOPOLE v" S ri ntMARKET: ARKANSAS ,,. �� ERI CSSON NETWORK VISION MMBS LAUNCH Ol��il j p61005PPoNTPARK«AY ® QVEf3AND PARK KN151L5 66251 .. L sf, PROJECT SUMMARY DRIVING DIRECTIONS VICINITY MAP LIST OF DRAWINGS c_ITF_ Neuf: SAWS DEPART FROM: SHFFT TITLE RESP ENGR S S c SITE 03XCO60 FROM THE INTERCHANGE OF 1-540 & US -62 IN PROJECTr j T-1 TITLE SHEET MLOrTMS 9900 West Pak KansaSbwl, 6621000 BENTONVILLE, ARKANSAS. CONTINUE ON 1-540 SOUTH. 1 Weiland Park, Kansas 66210 SITE ADDRESS: 4300 S. SHACKLEFORD ROAD MERGE ONTO 1-40 EAST TOWARD ALMA/LITTLE ROCK. TAKE tP LOCATION Pnoe:slB�T�noOFa:slBas�nn }A-1 OVERALL SITE LAYOUT MLO LITTLE ROCK, ARKANSAS 72204 EXTI' 147 TO MERGE ONTO I-430 S TOWARD TD(ARKANA 4. _; TAKE EXIT 4 FOR AR-300/COL GLENN RD. KEEP LEFT AT A-2 SITE ELEVATIONS MLO AWL — THE. FORK, FOLLOW SIGNS FOR LITTLE ROCK. TURN LEFT ONTO COLONEL GLENN RD. TURN LEFT. DESTINATION WILL A-3 EQUIPMENT LAYOUTS MLO J �I� N 34.7145' (NAD 83 BE ON THE RIGHT. 4i A-4 ANTENNA PLANS MLO f LONGITUDE: W 92.3954• (NAD 83) A-5 COLOR CODING DETAILS MLO GROUND ELEVATION: 320' (AMSC) L— A-6 DETAILS MLO JURISDICTION: PULASKI COUNTY— MLO �t-' A-7 DETAILS ►LN Ro>gk ZONING: — I ,� '' A-8 DETAILS MLO f � A-9 PLUMBING DIAGRAMS MLO CERTIFICATE ICATEOOF ARKANSAS CERTFICATE OF AUTHORIZATION #774 A-10 RFDS SHEET "l, 09/31/12) MLO RESPONSIBLE ENGINEERS: SCOPE OF WORK MLO MICHAEL L M SUP 13958 STR ELECTRICAL CIV L TMS TERRANCEM SUPER 9717 ELECTRICAL � E-1 UTILITY SITE PLAN TMS 1. THE WIRELESS COMMUNICATION FACILITY IS NOT INTENDED FOR E-2 DETAILS TMS HUMIN OCCUPANCY E-3 DETAILS TMS NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF SSC, INC AND IS LENT TO THE BORROWER 2. THIS FACILITY DOES NOT REQUIRE PORTABLE WATER AND WILL OF THE OANOFITHISD AWING, USE LY, BORRAND INOWER CONSIDERATION NOT PRODUCE ANY SEWAGE OF AGREES TO RETURN IT UPON , THEBORROWERPRES THAT SES G-1 GROUNDING PLAN, RISER AND NOTES TMS AND AGREES BE RETURN IT UPO OPIED. STT OR OT AGREES IT WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY 3. THE SCOPE OF WORK CONSISTS OF MODIFYING THE EXISTING G-2 DETAILS TMS PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED WIRELESS INSTALLATION: CONTACTS AP P R OVALS G-3 DETAILS TMS DESIGNER: T N. TAYLOR REMOVAL OF (3) EXISTING EQUIPMENT CABINETS APPLICANT' SPRINT PCS LEAD EE: T. SUPER INSTALLATION OF (2) NEW EQUIPMENT CABINETS 6580 SPRINT PARKWAY GN -1 GENERAL NOTES MLO/TMS REMOVAL OF (6) EXISTING ANTENNAS OVERLAND PARK, KS 66251 • LEAD CENSE: M. OvvENS INSTALLATION OF (3) NEW ANTENNAS SPRINT REPRESENTATIVE DATE INSTALLATION OF W NEW RRU'S (REMOTE RADIO UNITS) A TOWER/PROPEL W� NER: KIRBY RAPPEL SUBMITTALS VI 202 WEST BROADWAY NO- DATE DESCRIPTION BY POCHONTAS, AR 72455 A 14/26112 � FM RE l WT SPRINT RF ENGINEERING DATE APPLICABLE CODES ENGINEERING CONSULTANTS: SSC, INC. ssao IN 109TH sr, SUITE 300 OVERLAND PARK, KS 66210 SITE OWNER DATE INTERNATIONAL BUILDING CODE, 2006 EDITION KEVIN SHELTON LE KEISEISLING SITE NAME (913) 438-7700 NATIONAL ELECTRICAL CODE, 2005 EDITION SPRINT CONSTRUCTION MANAGER DATE SAM'S .9624: THE ABOVE PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL. DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING SITE NUMBER DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. SITE ACCESS PROCEDURES ENGINEER'S LICENSE LR03xco 60 SITE ADDRESS RF ENGINEER: SPRINT MARKED WITH BLACK & YELLOW TAPE COMBINATION LOCKS: 6985 4300 S SHACKLEFORD ROAD ALL CABINET COMBINATION LOCKS: 6985 LITTLE ROCK, ARKANSAS 72204 FIBER PROVIDER: ju SHEET TITLE ww. r4rieL 1 POWER PROVIDER: TITLE SHEET SHEET NUMBER 1 (�)� T-1 ABBREVIATIONS AFF ABOVE FINISHED FLOOR AGL ABOVE GRADE LEVEL AMSL ABOVE MAIN SEA LEVEL APPROX APPROXIMATE AWG AMERICAN WIRE GAUGE BLDG BUILDING BTS BASE TRANSMISSION STATION CLR CLEAR COL COLUMN CONIC CONCRETE CND CONDUIT DWG DRAWING FT FOOT (FEET) EGB EQUIPMENT GROUND BAR ELEC ELECTRICAL EMT ELECTRICAL METALLIC TUBING ELEV ELEVATION EQUIP EQUIPMENT (E) EXISTING EXT EXTERIOR FND FOUNDATION F FIBER GA GAUGE GALV GALVANIZED GPS GLOBAL POSITIONING SYSTEM GND GROUND LTE LONG TERM EVOLUTION MAX MAXIMUM MFR MANUFACTURER MGB MASTER GROUND BAR MIN MINIMUM MMBTS MULTI -NODE BASE TRANSMISSION STATION N.T.S. NOT TO SCALE O.C. ON CENTER OE/OT OVERHEAD ELECTRIC/TELCO PPC POWER PROTECTION CABINET RBS RADIO BASED STATION RRU REMOTE RADIO UNIT RIGS RIGID GALVANIZED STEEL IN INCH(ES) INT INTERIOR LB(S) POUND(S) SF SQUARE FOOT STL STEEL TYP TYPICAL UE/UT UNDERGROUND ELECTRIC/TELCO UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD W/ WITH XFMR TRANSFORMER III POUND(S) SYMBOLS CONTRACTOR SHALL REPAIR EXISTING GRAVEL SURFACES DISTURBED DURING CONSTRUCTION WITH 2' THICK CLEAN CRUSHED STONE OVER 4' THICK COMPACTED AGGREGATE BASE, REPLACE --- - - ---- - - - -- - ZEQUIRED CALL BEFORE YOU (@ DIG - DRILL - BLAST 1-800-482-9998 (TOLL FREE) ARKANSAS ONE -CALL SYSTEM, INC. THE UTILITIES AS SHOWN ON THIS SEF OF DRAWINGS WERE DEVELOPED FROM THE INFORMATION AVAILABLE. THE INFORMATION PROVIDED IS NOT IMPLIED NOR INTENDED TO BE THE COMPLETE INVENTORY OF UTILITIES IN THIS AREA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF A" UTILITIES (WHETHER SHOWN OR N07) AND PROTECT SAID UTILITIES FROM ANY DAMAGE CAUSED BY CONTRACTOR'S ACTIVITIES. SITE PLAN 0' 1' 2' 4' 61 e' 1 Sprint )00. 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 de NO ERI CSSON 6100 SPRINT PARKWAY 0vVWD PARK KANSAS 66251 SSC 9900 West 109th street, SuM 300 Overland Park, Kansas 66210 Phone: 913-030-7700 Fax: 913-038,7777 STATE OF ARKANSAS CERTIFICATE OF AUTHORIZATION #774 RESPONSIBLE ENGINEERS: MLO MICHAELLOWENS 13458 STRUCTURALICIML TMS TERRANCEM SUPER 9717 ELECTRICAL NOTICE THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF SSC, INC AND IS LENT TO THE BORROWER FOR THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT WALL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED DESIGNER: T.N. TAYLOR LEAD EE: T. SUPER LEAD CENSE: M OWENS SUBMITTALS NO. DATE DESCRIPTION BY A 19/26P2 ISM FOR RM TNT SITE NAME SAM'S SITE NUMBER LR03XCO60 SITE ADDRESS 4300 S SHACKLEFORD ROAD LITTLE ROCK, ARKANSAS 72204 SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-1 REVISION WORK POINT 0 UTILITY POLE ® WALL COMPRESSED STONE CONCRETE/GRAVEL D ASPHALT EARTH GRATING STEEL - CENTERLINE - - PROPERTY LINE ------- LEASE LINE - - - - - EASEMENT LINE -.-•-•- CHAIN LINK FENCE 0 ----CF- WOOD FENCE BELOW GRADE --------- ELECTRIC BELOW GRADE ________- TELEPHONE -OHP-OHP- OVERHEAD ELECTRIC/TELEPHONE A7 SECTION REFERENCE CONTRACTOR SHALL REPAIR EXISTING GRAVEL SURFACES DISTURBED DURING CONSTRUCTION WITH 2' THICK CLEAN CRUSHED STONE OVER 4' THICK COMPACTED AGGREGATE BASE, REPLACE --- - - ---- - - - -- - ZEQUIRED CALL BEFORE YOU (@ DIG - DRILL - BLAST 1-800-482-9998 (TOLL FREE) ARKANSAS ONE -CALL SYSTEM, INC. THE UTILITIES AS SHOWN ON THIS SEF OF DRAWINGS WERE DEVELOPED FROM THE INFORMATION AVAILABLE. THE INFORMATION PROVIDED IS NOT IMPLIED NOR INTENDED TO BE THE COMPLETE INVENTORY OF UTILITIES IN THIS AREA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF A" UTILITIES (WHETHER SHOWN OR N07) AND PROTECT SAID UTILITIES FROM ANY DAMAGE CAUSED BY CONTRACTOR'S ACTIVITIES. SITE PLAN 0' 1' 2' 4' 61 e' 1 Sprint )00. 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 de NO ERI CSSON 6100 SPRINT PARKWAY 0vVWD PARK KANSAS 66251 SSC 9900 West 109th street, SuM 300 Overland Park, Kansas 66210 Phone: 913-030-7700 Fax: 913-038,7777 STATE OF ARKANSAS CERTIFICATE OF AUTHORIZATION #774 RESPONSIBLE ENGINEERS: MLO MICHAELLOWENS 13458 STRUCTURALICIML TMS TERRANCEM SUPER 9717 ELECTRICAL NOTICE THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF SSC, INC AND IS LENT TO THE BORROWER FOR THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT WALL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED DESIGNER: T.N. TAYLOR LEAD EE: T. SUPER LEAD CENSE: M OWENS SUBMITTALS NO. DATE DESCRIPTION BY A 19/26P2 ISM FOR RM TNT SITE NAME SAM'S SITE NUMBER LR03XCO60 SITE ADDRESS 4300 S SHACKLEFORD ROAD LITTLE ROCK, ARKANSAS 72204 SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-1 (6) EXISTING SPRINT SSC FIRS NOT PERFORMED A STRUCTURAL TOWER ANALYSIS AND HAS NOT BEEN PROVIDED ANY STRUCTURAL ANTENNAS TO BE REMOVED O TOWER ANALYSIS INFORMATION REGARDING THIS SITE. SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. C9 2. CONTRACTOR SHALL VERIFY HEIGHT OF ANTENNA WITH Z 9 CL OF EXISTING AND PROPOSED SPRINT ANTENNAS 3. ALL ANTENNA AZIMUTHS TO BE TAKEN FROM TRUE NORTH. ELEV 180-0"^ W RF SIGNAGE: 0 PENDING ANTENNA 0 SITE HAS EXISTING RF SIGNAGE (3) PROPOSED SPRINT ANTENNAS x z 7{ Aia EXISTING MONOPOLE PROPOSED ICE BRIDGE PROPOSED SPRINT CABINETS ON EXISTING CONCRETE PAD SITE ELEVATION NOTES: 1. CONTRACTOR TO FIELD VERIFY ANTENNA CABLE LENGTHS. 2. ALL MAIN CABLES WILL BE COLOR CODED AT THREE (3) LOCATIONS. 3. COLOR CODE ALL ANTENNA AND COAX WITH 2' WIDE BANDS OF COLORED TAPE WITH 1' SEPARATION BETWEEN BANDS - SEE SHEET A-7. 4. COLOR CODE ALL TOP AND BOTTOM GROUND KITS WITH 1' WIDE BANDS OF COLORED TAPE WITH 1/2' SEPARATION BETWEEN BANDS. 5. START COLOR BANDS 2' BEYOND WEATHERPROOFING. 6. START SECTOR COLOR NEXT TO END CONNECTOR. 7. ALL MAIN CABLES WILL BE GROUNDED W/ COAXIAL CABLE GROUND KITS AT: • THE ANTENNA LEVEL • MID LEVEL IF TOWER IS OVER 200' • BASE OF TOWER PRIOR TO TURNING HORIZONTAL • TERMINATION OF COAX LINES TO JUMPERS 8. ALL NEW GROUND BAR DOWNLEADS ARE TO BE CADWELDED TO THE EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 4' BELOW GROUND BAR. 9. PROVIDE BUSS BAR NEAR BTS FOR ATTACHMENT OF WIMAX COAX GROUND KITS. COAXIAL ANTENNA CAREE NOTES; 1, THE ANTENNA COAXIAL CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING SPRINT WITH 3 TYPEWRITTEN SWEEP TESTS (ANTENNA RETURN LOSS TEST), THIS TEST SHALL BE PERFORMED TO THE SPECIFICATIONS AND PARAMETERS OUTLINED BY THE SPRINT RADIO FREQUENCY (RF) ENGINEER. THIS TEST SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE, 2. THE ANTENNA COAXIAL CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING SPRINT WITH 3 TYPEWRITTEN TIME DOMAIN REFLECTOMETER (TDR) TESTS TO VERIFY CABLE LENGTH AND TO CHECK FOR WATER DAMAGE. 3. VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS. 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2' JUMPERS AT WIMAX BTS UNITS WILL BE 6'-0'. 5. IF COAX 15 BEING RE -USED FOR THIS INSTALLATION, PRE AND POST ANTENNA LINE SWEEPS ARE REQUIRED. 6. UPON COMPLETION, PROVIDE A HEIGHT VERIFICATION DEPICTING RAD CENTER AND TOP OF ANTENNA ANTENNA MOLINTINQ NOTE 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/EKtTIA-222; APPENDIX B FOR WIND LOADING; -STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES' OR APPLICABLE LOCAL CODES. 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 'ZINC (HOT -DIPPED GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS', UNLESS OTHERWISE NOTED. 3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 'ZINC (HOT -DIP) ON IRON AND STEEL HARDWARE', UNLESS OTHERWISE NOTED. 4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRS BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH DOUBLE NUTS AND SHALL BE INSTALLED SNUG TIGHT 5. MINIMUM HORIZONTAL PACING SHALL BE 2'-0' BETWEEN ALL ANTENNAS. SITE ELEVATION Sprint )1� 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 po ERICSSON 6100 SPRINT PARKWAY OVI73AND PARK KANSAS 66251 N 44 5sc 9900 West 1091h street, Suite 300 Overland Park, Kansas 66210 Phone: 913430-7700 Fax: 913439 -nn STATE OF ARKANSAS CERTIFICATE OF AUTHORIZATION #774 RESPONSIBLE ENGINEERS: MLO MICHAEL OWENS 13458 STRUCTURALICIVIL TMS TERRANCEM SUPER 9717 ELECTRICAL NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF SSC, INC AND IS LENT TO THE BORROWER FOR THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED DESIGNER: T.N.TAYLOR LEAD EE: T. SUPER LEAD CENSE: M OWENS SUBMITTALS NO DATE DESCRIPTION BY A 10iN6�12 ISM FOR RFIEIT TKT SITE NAME SAM'S SITE NUMBER LR03XCO60 SITE ADDRESS 4300 S SHACKLEFORD ROAD LITTLE ROCK, ARKANSAS 72204 SHEET TITLE SITE ELEVATION SHEET NUMBER A-2 SSC FIRS NOT PERFORMED A STRUCTURAL TOWER ANALYSIS AND HAS NOT BEEN PROVIDED ANY STRUCTURAL AL(UNA NOTES, 1. THE SIZE, HEIGHT, AND DIRECTION OF THE ANTENNA TOWER ANALYSIS INFORMATION REGARDING THIS SITE. SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. 2. CONTRACTOR SHALL VERIFY HEIGHT OF ANTENNA WITH ERICSSON REPRESENTATIVE: CL OF EXISTING AND PROPOSED SPRINT ANTENNAS 3. ALL ANTENNA AZIMUTHS TO BE TAKEN FROM TRUE NORTH. ELEV 180-0"^ RF SIGNAGE: PENDING ANTENNA MOUNT CERTIFICATION SITE HAS EXISTING RF SIGNAGE (3) PROPOSED SPRINT ANTENNAS EXISTING MONOPOLE PROPOSED ICE BRIDGE PROPOSED SPRINT CABINETS ON EXISTING CONCRETE PAD SITE ELEVATION NOTES: 1. CONTRACTOR TO FIELD VERIFY ANTENNA CABLE LENGTHS. 2. ALL MAIN CABLES WILL BE COLOR CODED AT THREE (3) LOCATIONS. 3. COLOR CODE ALL ANTENNA AND COAX WITH 2' WIDE BANDS OF COLORED TAPE WITH 1' SEPARATION BETWEEN BANDS - SEE SHEET A-7. 4. COLOR CODE ALL TOP AND BOTTOM GROUND KITS WITH 1' WIDE BANDS OF COLORED TAPE WITH 1/2' SEPARATION BETWEEN BANDS. 5. START COLOR BANDS 2' BEYOND WEATHERPROOFING. 6. START SECTOR COLOR NEXT TO END CONNECTOR. 7. ALL MAIN CABLES WILL BE GROUNDED W/ COAXIAL CABLE GROUND KITS AT: • THE ANTENNA LEVEL • MID LEVEL IF TOWER IS OVER 200' • BASE OF TOWER PRIOR TO TURNING HORIZONTAL • TERMINATION OF COAX LINES TO JUMPERS 8. ALL NEW GROUND BAR DOWNLEADS ARE TO BE CADWELDED TO THE EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 4' BELOW GROUND BAR. 9. PROVIDE BUSS BAR NEAR BTS FOR ATTACHMENT OF WIMAX COAX GROUND KITS. COAXIAL ANTENNA CAREE NOTES; 1, THE ANTENNA COAXIAL CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING SPRINT WITH 3 TYPEWRITTEN SWEEP TESTS (ANTENNA RETURN LOSS TEST), THIS TEST SHALL BE PERFORMED TO THE SPECIFICATIONS AND PARAMETERS OUTLINED BY THE SPRINT RADIO FREQUENCY (RF) ENGINEER. THIS TEST SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE, 2. THE ANTENNA COAXIAL CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING SPRINT WITH 3 TYPEWRITTEN TIME DOMAIN REFLECTOMETER (TDR) TESTS TO VERIFY CABLE LENGTH AND TO CHECK FOR WATER DAMAGE. 3. VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS. 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2' JUMPERS AT WIMAX BTS UNITS WILL BE 6'-0'. 5. IF COAX 15 BEING RE -USED FOR THIS INSTALLATION, PRE AND POST ANTENNA LINE SWEEPS ARE REQUIRED. 6. UPON COMPLETION, PROVIDE A HEIGHT VERIFICATION DEPICTING RAD CENTER AND TOP OF ANTENNA ANTENNA MOLINTINQ NOTE 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/EKtTIA-222; APPENDIX B FOR WIND LOADING; -STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES' OR APPLICABLE LOCAL CODES. 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 'ZINC (HOT -DIPPED GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS', UNLESS OTHERWISE NOTED. 3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 'ZINC (HOT -DIP) ON IRON AND STEEL HARDWARE', UNLESS OTHERWISE NOTED. 4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRS BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH DOUBLE NUTS AND SHALL BE INSTALLED SNUG TIGHT 5. MINIMUM HORIZONTAL PACING SHALL BE 2'-0' BETWEEN ALL ANTENNAS. SITE ELEVATION Sprint )1� 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 po ERICSSON 6100 SPRINT PARKWAY OVI73AND PARK KANSAS 66251 N 44 5sc 9900 West 1091h street, Suite 300 Overland Park, Kansas 66210 Phone: 913430-7700 Fax: 913439 -nn STATE OF ARKANSAS CERTIFICATE OF AUTHORIZATION #774 RESPONSIBLE ENGINEERS: MLO MICHAEL OWENS 13458 STRUCTURALICIVIL TMS TERRANCEM SUPER 9717 ELECTRICAL NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF SSC, INC AND IS LENT TO THE BORROWER FOR THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED DESIGNER: T.N.TAYLOR LEAD EE: T. SUPER LEAD CENSE: M OWENS SUBMITTALS NO DATE DESCRIPTION BY A 10iN6�12 ISM FOR RFIEIT TKT SITE NAME SAM'S SITE NUMBER LR03XCO60 SITE ADDRESS 4300 S SHACKLEFORD ROAD LITTLE ROCK, ARKANSAS 72204 SHEET TITLE SITE ELEVATION SHEET NUMBER A-2 EXISTING EXISTING GPS ANTENNA Sprint ICE BRIDGE EXISTING (3) EXISTING RELOCATED TO BE REMOVED ICE BRIDGE SPRINT CABINETS TO BE TO ` �•�; EXISTING SPRINT CABINET �. BE REMOVED AFTER NEW EXISTING 6580 SPRINT PARKWAY EXISTING CABLE ON CONCRETE PAD CABINET INSTALLATION HAS PPC RACK OVERLAND PARK, KANSAS 66251 TRAY (TYP. OF 3) BEEN TESTED AND APPROVED BY PROJECT MANAGER a EMPTY SPACE ERI CSSON p ON SLED I EMPON TY SPACE EXISTING GPS " PLATFORM m 6OVERLµD 5� PARKWAY o U PLATFORM ANTENNA o U PROPOSED f z 10'-3' 8" a ICE BRIDGE In c' DOEXISTING PPC FRAME PROPOSED PROPOSED 'DAs ■ RBS BBS iv r CABINET CABINET 3 20'—D" EXISTING CONCRETE RAD 9900 West 109th Street, Suite 300 ROPDSED GPS ANTENNA MOUNTED ON EXISTING Overland Park, Kansas66210 Phone: 913-036-7700 Fax: 91343&7777 H—FRAME POST 4'-3" '-4 4'-3" 6" 20'-0" EXISTING CONCRETE PAD STATE OF ARKANSAS 0' 1' 2' 4' 6' gCERTIFICATE OF AUTHORIZATION ffn4 RESPO,,M0LE ENWWUR5' —611111111111111111111 MLO MICHAEL OWENS 13458 STRUCTURAVCINL uLR TMS TEReiANCE A1. SLPER 9717 ELECTRICAL EXISTING EQUIPMENT LAYOUT 3 TEMPORARY EQUIPMENT LAYOUT 1 NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED 111111, THE SOLE PROPERTY OF SSC, INC AND IS LENT TO THE BORROWER FOR THEIR CONFIDENTIAL USE ONLY, AND INCONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES _ AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT WILL NOT BE REPRODUCED. COPIED, LENT OR OTHERWISE EXISTING DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED PPC RACK DESIGNER: T. N. TAYLOR LEAD EE: T SUPER J LEAD CEfSE: M OWENS SUBMITTALS ' NO. DATE 1 DESCRIPTION BY o 'Tr A 16/Z/12 WO FOR REIIEN TNT I m c z PROPOSED c 0 ICE BRIDGE 1 z �j SITE NAME PROPOSED PROPOSED Q+ RBS BBS CABINET CABINET N SAM'S ROPOSED GPS ANTENNA MOUNTED ON EXISTING SITE NUMBER H—FRAME POST '-4 4'-3' 6" LR03XCO60 20'-0" SITE ADDRESS EXISTING CONCRETE PAD 4300 S SHACKLEFORD ROAD LITTLE ROCK, ARKANSAS 72204 SHEET TITLE EQUIPMENT LAYOUTS 4' 6' 8' SHEET NUMBER A 4 FINAL EQUIPMENT LAYOUT 2 1 >,-3 (6) EXISTING SPRINT ANTENNAS TO BE REMOVED UPON COMPLETION OF EQUIPMENT MIGRATION EXISTING ANTENNA LAYOUT EXISTING MONOPOLE NEW CABLES ROUTED UP EXISTING SELF-SUPPORT TOWER (TYP) � EXISTING ICE BRIDGE EXISTING PLATFORM SECTOR: 3 M AZIMUTH: 260' PROPOSED SPRINT ANTENNA AND MOUNTING HARDWARE (TYP OF 3) 0' 6" 1' 2' 3' 4' 3 NOTE: NOTE: 1. EXACT ROUTING OF CABLES TO BE FINAL RRU LOCATION AND DETERMINED BY STRUCTURAL ANALYSIS MOUNTING PENDING STRUCTURAL (BY OTHERS) REVIEW AND RF APPROVAL 2. NEW GPS ANTENNA TO BE AT LEAST 4' FROM EXISTING GPS ANTENNAS NEW CABINETS ON EXISTING EQUIPMENT PLATFORM �— (3) NEW HYBRID TOWER CABLES FROM REAR OF CABINET ROUTED ON EXISTING CABLE BRIDGE (1) SHOWN FOR CLARITY CABLES ATTACHED TO EXISTING SUPPORTS WITH ROSENBERGER GROMMET HANGER KIT P" CS624—TH415 COAX RUN DIAGRAM EXISTING EQUIPMENT CONCRETE PAD q SECTOR: 3 AZIMUTH: 260 PROPOSED SPRINT ANTENNA AND M01 HARDWARE (TYP 0 PROPOSED SPRINT RRU'S ON PROPOSED PIPE MOUNT (TYPICAL 3 PLACES) 1g00 87v1 g00 MHI SECTOR: 2 pGy AZIMUTH: 110' ,P 0' 6' 1' 2' 3' 4- I I I L I I TEMPORARY ANTENNA LAYOUT SECTOR: 1 c AZIMUTH: 0' N m FINAL ANTENNA LAYOUT PROPOSED SPRINT RRU'S ON PROPOSED PIPE MOUNT (TYPICAL 3 PLACES) 0' 6" 1' 2' 3' 4 1 1 ! 1 I 1 z Sprint )1� 6560 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 ERICSSON 6100 SPRINT PARKWAY OVcTiVWD PARK, KANSAS 66251 SSC 9900 West 109th So -eel, Suite 300 Cvedand Palk, Kansas66210 Phone, 913438-7700 Fax: 913438-7777 STATE OF ARKANSAS CERTIFICATE OF AUTHORIZATION #774 RESPONSIBLE ENGINEERS: MLO MICHAEL OWENS 13458 STRUCTURALICIVIL TMS TERRANCE M SUPER 9717 ELECTRICAL NOTICE. THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF SSC, INC AND IS LENT TO THE BORROWER FOR THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY PURPOSE CTHER THAN FOR WHICH IT IS FURNISHED DESIGNER: TN. TAYLOR LEAD EE: T. SUPER LEAD CENSE: M. OWENS SUBMITTALS NO. DATE DESCRIPTION 13Y A 1WHA21 ISSUED T01i FEW" TNT SITE NAME SAM'S SITE NUMBER LR03XCO60 SITE ADDRESS 4300 S SHACKLEFORD ROAD LITTLE ROCK, ARKANSAS 72204 SHEET TITLE ANTENNA PLANS SHEET NUMBER A-4 SECTOR: 1 o AZIMUTH: 0' rn N a¢ L u m Qa 0 J U (6) EXISTING SPRINT ANTENNAS TO BE REMOVED UPON COMPLETION OF EQUIPMENT MIGRATION PROPOSED SPRINT RRU'S ON PROPOSED PIPE MOUNT (TYPICAL 3 PLACES) 1g00 87v1 g00 MHI SECTOR: 2 pGy AZIMUTH: 110' ,P 0' 6' 1' 2' 3' 4- I I I L I I TEMPORARY ANTENNA LAYOUT SECTOR: 1 c AZIMUTH: 0' N m FINAL ANTENNA LAYOUT PROPOSED SPRINT RRU'S ON PROPOSED PIPE MOUNT (TYPICAL 3 PLACES) 0' 6" 1' 2' 3' 4 1 1 ! 1 I 1 z Sprint )1� 6560 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 ERICSSON 6100 SPRINT PARKWAY OVcTiVWD PARK, KANSAS 66251 SSC 9900 West 109th So -eel, Suite 300 Cvedand Palk, Kansas66210 Phone, 913438-7700 Fax: 913438-7777 STATE OF ARKANSAS CERTIFICATE OF AUTHORIZATION #774 RESPONSIBLE ENGINEERS: MLO MICHAEL OWENS 13458 STRUCTURALICIVIL TMS TERRANCE M SUPER 9717 ELECTRICAL NOTICE. THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF SSC, INC AND IS LENT TO THE BORROWER FOR THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY PURPOSE CTHER THAN FOR WHICH IT IS FURNISHED DESIGNER: TN. TAYLOR LEAD EE: T. SUPER LEAD CENSE: M. OWENS SUBMITTALS NO. DATE DESCRIPTION 13Y A 1WHA21 ISSUED T01i FEW" TNT SITE NAME SAM'S SITE NUMBER LR03XCO60 SITE ADDRESS 4300 S SHACKLEFORD ROAD LITTLE ROCK, ARKANSAS 72204 SHEET TITLE ANTENNA PLANS SHEET NUMBER A-4